Tehama Center Student Services Construction Documents by lionakis graphics

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

770 DIAMOND AVE RED BLUFF, CA 96080

ACS

✔

07/03/2019

CONSULTANT

TEHAMA CENTER STUDENT SERVICES NEW CONSTRUCTION DSA BACKCHECK

A2 A-303

SECTION INDICATOR - BUILDING

A4 A-201

ELEVATION INDICATOR - EXTERIOR A1

A-202

ELEVATION INDICATOR - INTERIOR, SINGLE & MULTIPLE VIEW

MATCH LINE SEE XX / X-XXX

MATCH LINE INDICATOR

1 A

REFERENCE GRID WITH REFERENCE GRID LINES

REVISION INDICATOR & REVISION CLOUD

ROOM NAME 101 LEVEL 1 100'-0"

ROOM IDENTIFIER WITH ROOM NAME & NUMBER

TOC 98'-8"

ELEVATION INDICATOR - LEVEL & SPOT

WINDOW OR LOUVER IDENTIFIER

KEYNOTE INDICATOR

B PLAN NORTH PLAN NORTH & TRUE NORTH INDICATOR

LOCATION MAP

CL CLG CLR CMU CNTR CO COL CONC CONSTR CONT COTG CP CPT CRS CSK CSWK CT CTR DBL DEPT DET DF

VICINITY MAP

EJ EL ELEC ELEV EMER ENCL EPB EQ EQUIP EW EWC EXH EXST EXP EXT FA FB FD FDTN FE FEC FIN FLG FLL FLR FOC FOF FOM FOS FOW FP FRP FT FTG FURG FUT G GA GALV GB GI GLU LAM GYP HB HC HDBD HDW HDWD HM HORIZ HR HT ID INSUL INT JAN KIT L LAB LAV

OFF OGL OPH OPNG OPP PAF PL PLAM PLB PLBG PLYWD PNL PROP PSF PSI PT PTN PV QT R RD REBAR REF REF REINF REQD RESIL RM RO RWD RWL SAD SATC SB SC SCHED SD SDST SHT SHTHG SHV SIM SLNT SM SPEC SQ SS SST

STD STL STOR STRUCT SUSP CLG SV SYMM SYS T T&G TEL THK TMH TMPD TO TOC TOF TOJ TOM TOP TOPO TOS TOW TV TYP UC UNO UON UR VCT VERT VEST VIF VWC VWF W/ W/O WC WD WH WO WP WPM WSCT WT WTR WWR

STANDARD STEEL STORAGE STRUCTURAL SUSPENDED CEILING SHEET VINYL SYMMETRICAL SYSTEM TREAD TONGUE & GROOVE TELEPHONE THICKNESS TOP OF MANHOLE TEMPERED TOP OF TOP OF CURB TOP OF FRAME TOP OF JOIST TOP OF MASONRY TOP OF PARAPET TOPOGRAPHY TOP OF STEEL TOP OF WALL TELEVISION TYPICAL UNDER COUNTER/CABINET UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED URINAL VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VINYL WALL COVERING VINYL WALL FABRIC WITH WITHOUT WATER CLOSET WOOD WATER HEATER WHERE OCCURS WORKING POINT WATERPROOF MEMBRANE WAINSCOT WEIGHT WATER WELDED WIRE REINFORCEMENT

CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, PROPERTY LINES ETC. PRIOR TO CONSTRUCTION.

FABRICATION AND INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT BE STARTED UNTIL CONTRACTOR'S DRAWINGS, SPECIFICATIONS, AND ENGINEERING CALCULATIONS FOR THE ACTUAL SYSTEMS TO BE INSTALLED HAVE BEEN ACCEPTED AND SIGNED BY THE ARCHITECT OR STRUCTURAL ENGINEER AND APPROVED BY THE DSA.

SEAL

CONTRACTOR SHALL NOTIFY ARCHITECT WHERE CONFLICT OCCURS ON ANY OF THE CONTRACT DRAWINGS OR DOCUMENTS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS IN CONFLICT UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

WHERE REQUIRED, ROOM OCCUPANCY CAPACITIES SHALL BE POSTED WITH THE REQUIREMENTS OF CALIFORNIA STATE FIRE MARSHAL & CBC 1004.3.

SPECIAL REQUIREMENTS: A. -ASSUMED PROPERTY LINES & FIRE SEPARATION DISTANCE PER SHEETS GL111 B. -ACCESSIBLE PATH OF TRAVEL PER SHEET AS101 C. -EMERGENCY VEHICLE ROAD ACCESS PER G-101 D. -FOR PARKING REQUIREMENTS SEE SHEET AS101 E. -FOR BUILDING SIGNAGE REQUIREMENTS SEE SHEETS A-151

• • • • • • • • • • • • • • • • • • • • • • • •

TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHALL REGULATIONS TITLE 24 CCR, PART 1 - 2016 BUILDING STANDARDS ADMINISTRATIVE CODE TITLE 24 CCR, PART 2 - 2016 CALIFORNIA BUILDING CODE, VOL.1 & 2 (CBC) (2015 INTERNATIONAL BUILDING CODE, VOL. 1-2, AND 2013 CALIFORNIA AMENDMENTS) TITLE 24 CCR, PART 3 - 2016 CALIFORNIA ELECTRICAL CODE (CEC) (2014 NATIONAL ELECTRICAL CODE, AND 2016 CALIFORNIA AMENDMENTS) TITLE 24 CCR, PART 4 - 2016 CALIFORNIA MECHANICAL CODE (CMC) (2015 UNIFORM MECHANICAL CODE, AND 2016 CALIFORNIA AMENDMENTS) TITLE 24 CCR, PART 5 - 2016 CALIFORNIA PLUMBING CODE (CPC) (2015 UNIFORM PLUMBING CODE, AND 2013 CALIFORNIA AMENDMENTS) TITLE 24 CCR, PART 6 - 2016 CALIFORNIA ENERGY CODE TITLE 24 CCR, PART 7 - 2016 CALIFORNIA ELEVATOR SAFETY CONSTRUCTION CODE TITLE 24 CCR, PART 9 - 2016 CALIFORNIA FIRE CODE (CFC) (2015 INTERNATIONAL FIRE CODE, AND 2016 CALIFORNIA AMENDMENTS) TITLE 24 CCR, PART 11 - 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE TITLE 24 CCR, PART 12 - 2016 CALIFORNIA REFERENCED STANDARDS 2013 ASME A17.1 SAFETY CODE FOR ELEVATORS AND ESCALATORS W/ A17.1A/CSA B44A13 ADDENDA) 2016 NFPA 13, AUTOMATIC SPRINKLER SYSTEMS (CA AMENDED) 2013 NFPA 14, STANDPIPE SYSTEMS 2013 NFPA 17, DRY CHEMICAL EXTINGUISHING SYSTEMS 2013 NFPA 17A, WET CHEMICAL SYSTEMS 2016 NFPA 20, STATIONARY PUMPS 2013 NFPA 22, WATER TANKS FOR PRIVATE FIRE PROTECTION 2016 NFPA 24, PRIVATE FIRE MAINS 2016 NFPA 72, NATIONAL FIRE ALARM CODE (CA AMENDED) 2016 NFPA 80, FIRE DOORS AND OTHER OPENING PROTECTIVES 2015 NFPA 92, STANDARD FOR SMOKE CONTROL SYSTEMS 2015 NFPA 253, CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2015 NFPA 2001, CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2003 UL 464, AUDIBLE SIGNAL APPLIANCES 1999 UL 521, HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS CFC CH 33 - FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION

CHANGES TO THE APPROVED DRAWINGS OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR CONSTRUCTION CHANGE DOCUMENTS (CCD) APPROVED BY DSA, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR. A "DSA CERTIFIED" CLASS 1 PROJECT INSPECTOR EMPLOYED BY THE DISTRICT AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK.THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR.

10. ALL WORK SHALL CONFORM TO THE 2016 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS.

CONSTRUCTION OF A NEW STUDENT SERVICES BUILDING FOR THE TEHAMA CAMPUS OF SHASTA COLLEGE.

OWNER

STRUCTURAL ENGINEER

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT 11555 OLD OREGON TRAIL REDDING, CA 96049-6006 CONTACT: GEORGE ESTRADA PHONE: 530.242.7929 EMAIL: GESTRADA@SHASTACOLLEGE.EDU

LIONAKIS 1919 19TH STREET SACRAMENTO, CA 95811 CONTACT: LUCAS JOLLY PHONE: 916.558.1900 EMAIL: LUCAS.JOLLY@LIONAKIS.COM

SHARRAH DUNLAP SAWYER 6590 LOCKHEED DRIVE REDDING, CA 96002 CONTACT: TONY MAGDALENO PHONE: 530.221.1792 EMAIL: TMAGDALENO@SDSENGINEERING.COM

MECHANICAL/PLUMBING ENGINEER

DEFERRED SUBMITTALS 1. ALL STOREFRONT OPENINGSSYSTEMS CONTAINING GLAZING, INCLUDING DOORS WITH SIDELIGHTS AND TRANSOMS

PROJECT LOCATION

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ARCHITECT'S STATEMENT

ISSUED

MARK DSA APPLICATION NO. 02-117123

FILE NO. 45-C1

DATE 01/04/2019 05/17/2019

PETERS ENGINEERING 2411 ALHAMBRA BLVD, SUITE 100 SACRAMENTO, CA 95817 CONTACT: SEAN TICHENOR PHONE: 916.447.2841 EMAIL: STICHENOR@PETERSENG.COM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

THE CIVIL, PLUMBING, MECHANICAL, FIRE PROTECTION, ELECTRICAL, OTHER LISTED DRAWINGS IN THE SHEET INDEX AND SPECIFICATIONS HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. THESE DOCUMENTS HAVE BEEN EXAMINED BY ME FOR THE DESIGN INTENT AND APPEAR TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND PROJECT SPECIFICATIONS PREPARED BY ME AND COORDINATION WITH MY PLANS AND SPECIFICATIONS IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT. THE STATEMENT OF GENERAL CONFORMANCE "SHALL NOT BE CONSTRUED AS RELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTIONS 17302 AND 81138 OF THE EDUCATION CODE AND SECTIONS 4-336, 4-341, AND 4-344" OF TITLE 24, PART 1. (TITLE 24, PART 1, SECTION 4-317 [b])

05/16/19 SIGNATURE OF ARCHITECT

DATE

JONATHAN McMURTRY

MANAGEMENT

PRINTED NAME

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

C23603

08-31-2019

LICENSE NUMBER

EXPIRATION DATE AGENCY

SHEET IDENTIFICATION LEGEND

CIVIL ENGINEER/ LANDSCAPE ARCHITECT

PROJECT LOCATION

EN . 08 - 3 1 - 1 O F OF CAL I

12. A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE DISTRICT (OWNER) SHALL CONDUCT ALL THE REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT.

PROJECT DIRECTORY

R E

11. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.

SCOPE OF PROJECT RELATED SITE WORK INCLUDING PAVING AREAS, PARKING AREAS, AND LANDSCAPE.

PROJECT

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO:

•

C23603

THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF ALTERATION, REHABILITATION OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY EXISTING CONDITIONS SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISHED WORK WILL NOT COMPLY WITH TITLE 24, CCR, A CONSTRUCTION CHANGE DOCUMENT (CCD), OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK (SECTION 4-317(C), PART 1, TITLE 24, CCR)

• • •

D A RCH SE I E N A N McM TE H U T A

MATERIAL MAXIMUM MECHANICAL MEMBRANE MANFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED METAL MULLION NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVER ON CENTER OUTSIDE DIAMETER OWNER FURNISHED / CONTRACTOR INSTALLED OFFICE OBSCURE GLASS OPPOSITE HAND OPENING OPPOSITE POWER ACTUATED FASTENER PROPERTY LINE; PLATE PLASTIC LAMINATE PLUMB PLUMBING PLYWOOD PANEL PROPERTY POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT; PAINT PARTITION PHOTOVOLTAIC QUARRY TILE RADIUS; RISER ROOF DRAIN REINFORCING STEEL BAR REFERENCE REFRIGERATOR REINFORCE / REINFORCING REQUIRED RESILIENT ROOM ROUGH OPENING REDWOOD RAIN WATER LEADER SEE ARCHITECTURAL DRAWINGS SUSPENDED ACOUSTICAL TILE CEILING SPLASH BLOCK SOLID CORE SCHEDULE STORM DRAIN SELF DRIVING, SELF TAPPING SHEET SHEATHING SHELVING SIMILAR SEALANT SHEET METAL SPECIFICATION SQUARE SANITARY SEWER; SERVICE SINK STAINLESS STEEL

MATL MAX MECH MEMB MFR MH MIN MISC MO MR MTD MTL MULL NIC NO NOM NTS O/ OC OD OF/CI

EIFS

DETENTION HOLLOW METAL DIAMETER DIMENSION DOWNSPOUT DRY STANDPIPE DRAWING DRAWER EACH EXTERIOR GYPSUM SHEATHING BOARD EXTERIOR INSULATION AND FINISH SYSTEM EXPANSION JOINT ELEVATION ELECTRIC / ELECTRICAL ELEVATOR EMERGENCY ENCLOSURE ELECTRICAL PANEL BOARD EQUAL EQUIPMENT EACH WAY ELECTRIC WATER COOLER EXHAUST EXISTING EXPANSION EXTERIOR FIRE ALARM FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISH FLOORING FLOW LINE FLOOR FACE OF CONCRETE/CURB FACE OF FINISH FACE OF MASONRY FACE OF STUD FACE OF WALL FIREPROOF FIBERGLASS REINFORCED PLASTIC FEET / FOOT FOOTING FURRING FUTURE GROUND; NATURAL GAS GAGE GALVANIZED GRAB BAR GALVANIZED IRON GLUED LAMINATED WOOD GYPSUM HOSE BIB HOLLOW CORE HARDBOARD HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT INSIDE DIAMETER INSULATION INTERIOR JANITOR KITCHEN ANGLE LABORATORY LAVATORY

A2 A-303

DHM DIA DIM DS DSP DWG DWR EA EGSB

SECTION INDICATOR - PARTIAL BUILDING/WALL & DETAIL INDICATOR - AREA

D2 A-512

& @ (E) ' " # ALUM ARCH A/C UNIT A/E AB AC ACC ACS DR ACS PNL ACST AD ADC ADO ADDL ADJ SHV AFF AFG AGGR AHU ASSY BD BKG BLDG BM BM BOT BTWN BUR BW C CAB CB CBC CEM CEM PLAS CFLG CFMF CG CI CJ

SEE UNITED STATES NATIONAL CAD STANDARD FOR ANY ABBREVIATIONS NOT LISTED BELOW. AND AT EXISTING FOOT, FEET INCH(ES) NUMBER ALUMINUM ARCHITECTURAL AIR CONDITIONING UNIT ARCHITECT / ENGINEER ANCHOR BOLT ASPHALTIC CONCRETE ACCESSIBLE ACCESS DOOR ACCESS PANEL ACOUSTIC AREA DRAIN AUTOMATIC DOOR CLOSER AUTOMATIC DOOR OPERATOR ADDITIONAL ADJUSTABLE SHELVING ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AGGREGATE AIR HANDLING UNIT ASSEMBLY BOARD BACKING BUILDING BEAM BENCHMARK BOTTOM BETWEEN BUILT-UP ROOFING BOTH WAYS CHANNEL CABINET CATCH BASIN CALIFORNIA BUILDING CODE CEMENT CEM PLASTER COUNTERFLASHING COLD-FORMED METAL FRAMING CORNER GUARD CAST IRON CONSTRUCTION JOINT / CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT COLUMN CONCRETE CONSTRUCTION CONTINUE / CONTINUOUS CLEANOUT TO GRADE CONTROL PANEL CARPET COLD ROLLED STEEL COUNTER SUNK CASEWORK CERAMIC TILE CENTER DOUBLE DEPARTMENT DETAIL DRINKING FOUNTAIN

GENERAL NOTES

CT Y R RT

DETAIL INDICATOR - SECTION & DETAIL INDICATOR - SECTION ITEM

B3 A-501

B3 A-301

DETAIL INDICATOR - REFERENCE & DETAIL INDICATOR - ITEM

D2 A-512

B3 A-501

LIST OF ARCHITECTURAL ABBREVIATIONS

MAY 17, 2019

D2 A-512

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

FLS

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ARCHITECTURAL SYMBOLS LEGEND

5/15/2019 3:48:54 PM

DATE:

LI J ON C

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

✔

DISCIPLINE DESIGNATORS - LEVEL 1 G H V B C L S A I Q F P D M E W T R X Z O

GENERAL HAZARDOUS MATERIALS SURVEY/MAPPING GEOTECHNICAL CIVIL LANDSCAPE STRUCTURAL ARCHITECTURAL INTERIORS EQUIPMENT FIRE PROTECTION PLUMBING PROCESS MECHANICAL ELECTRICAL DISTRIBUTED ENERGY TELECOMMUNICATIONS RESOURCE OTHER DISCIPLINES CONTRACTOR/SHOP DRAWINGS OPERATIONS

SHEET TYPE DESIGNATORS 0 - GENERAL 1 - PLANS 2 - ELEVATIONS 3 - SECTIONS 4 - LARGE SCALE VIEWS 5 - DETAILS 6 - SCHEDULES & DIAGRAMS 7 - USER DEFINED 8 - USER DEFINED 9 - 3D REPRESENTATIONS

TITLE

COVER SHEET BUILDING IDENTIFIER - WHERE OCCURS DISCIPLINE DESIGNATOR - LEVEL 1 DISCIPLINE DESIGNATOR - LEVEL 2 REPLACE DASH WHERE OCCURS

ARCHITECT

ELECTRICAL ENGINEER

SHEET TYPE DESIGNATOR

LIONAKIS 1919 19TH STREET SACRAMENTO, CA 95811 CONTACT: JONATHAN MCMURTRY PHONE: 916.558.1900 EMAIL: JONATHAN.MCMURTRY@LIONAKIS.COM

PETERS ENGINEERING 2411 ALHAMBRA BLVD, SUITE 100 SACRAMENTO, CA 95817 CONTACT: GINO ROMANO PHONE: 916.447.2841 EMAIL: GROMANO@PETERSENG.COM

SHEET TYPE SUBSET DESIGNATOR LEVEL/SEQUENCE DESIGNATOR

C.A-123AB

AREA IDENTIFIER - WHERE OCCURS

SHEET

UNIQUE PORTION IDENTIFIER - WHERE OCCURS

G-001

017294 ?00.00.00? LIONAKIS 2017

SHEET INDEX IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DATE:

FLS

ACS

✔

07/03/2019

SEAL D A RCH SE I E N A N McM TE H U T A

CT Y R RT

R E

C23603

ARCHITECTURAL AS101 ARCHITECTURAL SITE PLAN AS501 ARCHITECTURAL SITE DETAILS A-111 FLOOR PLAN A-112 CLERESTORY / LOWER ROOF PLAN A-121 CEILING PLAN A-131 FINISH FLOOR PLAN A-141 ROOF PLAN A-151 SIGNAGE PLAN A-211 ELEVATIONS - EXTERIOR A-221 ELEVATIONS - INTERIOR A-222 ELEVATIONS - INTERIOR A-311 SECTIONS - BUILDING A-312 SECTIONS - BUILDING A-313 SECTIONS - BUILDING A-314 SECTIONS - BUILDING A-411 LARGE SCALE VIEWS A-511 DETAILS - EXTERIOR A-512 DETAILS - EXTERIOR A-514 DETAILS - ROOF A-521 DETAILS - INTERIOR A-522 DETAILS - INTERIOR A-531 PARTITION TYPES & SCHEDULE A-541 DETAILS - DOOR AND WINDOW A-542 DETAILS - DOOR AND WINDOW A-551 DETAILS - CEILING A-561 DETAILS - CASEWORK A-621 SCHEDULES / DIAGRAMS - DOORS & WINDOWS A-641 SCHEDULE - INTERIOR FINISHES

CONSULTANT

EN . 08 - 3 1 - 1 O F OF CAL I 9

STRUCTURAL S-001 GENERAL NOTES S-011 TYPICAL NOTES S-013 TYPICAL NOTES S-014 TYPICAL NOTES S-111 PLAN - FOUNDATION S-132 PLAN - LOW ROOF FRAMING S-133 PLAN - HIGH ROOF FRAMING S-261 ELEVATIONS - SHEARWALL S-262 ELEVATIONS - SHEARWALL S-263 ELEVATIONS - SHEARWALL S-264 ELEVATIONS - SHEARWALL S-311 SECTIONS - BUILDING S-312 SECTIONS - BUILDING S-531 DETAILS - TYPICAL CONCRETE S-532 DETAILS - TYPICAL CONCRETE S-561 DETAILS - TYPICAL WOOD FRAMING S-562 DETAILS - TYPICAL WOOD FRAMING S-563 DETAILS - TYPICAL WOOD SHEAR WALL FRAMING S-564 DETAILS - TYPICAL MANUFACTURED LUMBER FRAMING S-565 DETAILS - TYPICAL WOOD I-JOIST FRAMING S-566 DETAILS - ROOF FRAMING DETAILS S-567 DETAILS - ROOF FRAMING DETAILS

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

REVIEWED FOR ✔

COVER SHEET GENERAL NOTES GRADING, DRAINAGE AND PAVING PLAN UTILITY PLAN INTERIM EROSION CONTROL PLAN HORIZONTAL CONTROL PLAN

LANDSCAPE L-1 PLANTING PLAN IRRIGATION PLAN L-2 LANDSCAPE DETAILS

INC:

CIVIL C001 C002 C011 C012 C013 C060

APP. 02-117123

LI J ON C

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

GENERAL G-001 COVER SHEET G-002 SHEET INDEX G-101 FIRE LIFE SAFETY SITE PLAN G-111 LIFE SAFETY FLOOR PLAN G-511 ACCESSIBILITY REQUIREMENTS G-512 ACCESSIBILITY REQUIREMENTS G-513 ACCESSIBILTY SIGNAGE STANDARDS AND DETAILS

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

FIRE PROTECTION FP-0.00 FIRE SPRINKLER - SITE PLAN FP-1.00 FIRE SPRINKLER - PIPING PLAN / SECTION FP-2.00 FIRE SPRINKLER - RCP & ROOF PLANS FP-3.00 FIRE PROTECTION RISER / DETAILS PLUMBING P-001 SYMBOLS, NOTES & SCHEDULES P-101 PLUMBING GAS SITE PLAN P-111 FLOOR PLAN - DRAINAGE PLUMBING P-112 FLOOR PLAN - DOMESTIC PLUMBING P-133 ROOF PLAN - PLUMBING P-501 DETAILS

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

MARK

DATE 01/04/2019 05/17/2019

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

TITLE

SHEET INDEX

SHEET

5/15/2019 3:48:55 PM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MECHANICAL M-001 SYMBOLS, NOTES & SCHEDULES M-002 MECHANICAL SCHEDULES M-003 MECHANICAL TITLE 24 M-004 MECHANICAL TITLE 24 M-111 FLOOR PLAN - MECHANICAL M-112 PIPING AND CONTROLS FLOOR PLAN - MECHANICAL M-133 ROOF PLAN - MECHANICAL M-401 VRF-1 DIAGRAMS AND DETAILS M-501 DETAILS M-502 DETAILS M-601 MECHANICAL CONTROLS ELECTRICAL E-001 SYMBOLS, NOTES & SCHEDULES E-002 TITLE 24 - INDOOR E-003 TITLE 24 - OUTDOOR E-101 ELECTRICAL SITE PLAN E-111 FLOOR PLAN - POWER E-112 FLOOR PLAN - LOW VOLTAGE E-121 FLOOR PLAN - LIGHTING E-133 ROOF PLAN - POWER E-501 DETAILS E-502 DETAILS E-503 DETAILS E-601 ONE LINE DIAGRAM & PANEL SCHEDULES E-602 ONE LINE DIAGRAM FA-001 SYMBOLS NOTES & SCHEDULES FA-101 FIRE ALARM SITE PLAN FA-111 FLOOR PLAN - FIRE ALARM FA-501 DETAILS FA-601 ONE LINE DIAGRAM AND CALCS TOTAL SHEET COUNT: 104

ISSUED

G-002

017294 ?00.00.00? LIONAKIS 2017

FIRE FLOW INFORMATION

GENERAL NOTES

(E) FIR

R 40 '-0" R 60 '-0 "

0 1/4" 1/2"

E LAN

APP. 02-117123

(E) POND

✔

DATE:

0'-0 " R4

ACS

✔

07/03/2019

NE RE LA (E) F I

(E) ELECTRICAL YARD NE RE LA (E) F I

) (E

N LA

FLS

0'-0 "

(E) GAS METER ENCLOSURE

E FIR

INC:

REVIEWED FOR

ALL FIRE LANES AND CURBS IDENTIFIED ON PLAN ARE EXISTING AND PER PRIOR APPROVALS

E R4

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

LIN

0'-0 R 60'-0" "

(E) FH

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

DIMENSIONS GIVEN TO ASSUMED PROPERTY LINE ARE FOR CODE ANALYSIS PURPOSES ONLY AND SHALL NOT BE USED TO LOCATE BUILDINGS FOR STAKING PURPOSES. SEE CIVIL DRAWINGS FOR EXACT BUILDING LOCATIONS.

LEGEND

(E) FH

PROPERTY LINE (E) BUILDING 1 A# 02-109288

ASSUMED IMAGINARY LINE

(E) BUILDING 3 A# 02-109288

(E) BUILDING WITH NO SCOPE IN THIS PROJECT SEAL

PROPOSED NEW BUILDING D A RCH SE I E N A N McM TE H U T A

N O IN G RK PA

0'-6"

R 20 '-0"

R +/- 5

NE LA

EN . 08 - 3 1 - 1 O F OF CAL I 9

R E

E FIR ) (E

(E) 20' BARRIER-FREE FIRE TRUCK ACCESS ROAD EMERGENCY FIRE TRUCK ACCESS PATH OF TRAVEL, ROUTE WITH A MINIMUM OF 20' WIDE BY 15'-6" VERTICAL CLEARANCE WITH 50' INSIDE TURNING RADIUS AND AN ADDITIONAL 2' OF WIDTH PROVIDED TO ALLOW FOR CLEARANCE OF APPARATUS BUMPER OVERHANG, TYP. VEHICLE BARRIERS SUCH AS GATES PROVIDED WITH A KNOX BOX AT CAMPUS ENTRY POINTS.

S S TEHAMA CENTER STUDENT SERVICES OCCUPANCY TYPE: A-3(S1)& B(S1) TYPE V-B CONSTRUCTION WITH AUTOMATED FIRE SPRINKLER SYSTEM 9,258 SF J

N O IN G RK PA

N O IN G RK

(E) FIRE LANE SIGN

R 2 (E) FH 8'-0 "

FIRELANE " '-0 P TY

(E) FH

E IR )F E (

NE LA

'-0" (E) FH /- 24 +

" 5'-0

(E) TRASH ENCLOSURE

(E) PAVEMENT JOINT

(E) FIRE HYDRANT

" 8'-4

'-0" 10 +/-

'-6 34 +/-

(E) FH

-0" 40'

±3

" 0'-0 R3 R 49'-0"

C23603

' -0 40

±4

" 8'-5

'-1" ±28

R 20'-

CT Y R RT

±4

(E) BUILDING 2 A# 02-109288

LI J ON C

(E) PARKING A# 02-109288

FIRE FLOW REDUCTION (CFC TABLE B105.1)

FIRE FLOW CALCULATION AREA CONSTRUCTION TYPE AREA FIRE FLOW (GALLONS PER MINUTE)

9,988 SF TYPE V-B 9,401-11,300 SF 2,750 REQ'D

(CFC TABLE B105.2)

REDUCTION FOR FULLY-SPRINKLERED BUILDING (% REQ'D)x(FIRE FLOW) = (75%)x(2750)

75% 2,063 REQ'D

(CFC TABLE C102.1)

REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS: FIRE FLOW REQUIREMENTMINIMUM NUMBER OF HYDRANTS AVERAGE DISTANCE BETWEEN HYDRANTS: MAX. DISTANCE FROM ANY POINT ON THE STREET OR ROAD FRONTAGE TO A HYDRANT -

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

(E) RPP/FDC

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

2,063 3 HYDRANTS 450 FEET 225 FEET

ISSUED

MARK

R PE O PR

IR )F (E

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

E LIN Y T

E AN L E

O AM DI

MANAGEMENT

ND U EN AV

(E) SITE ENTRANCE SIGNAGE W/ TOW AWAY WARNING SIGNAGE

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

NORTH

FIRE LIFE SAFETY PLAN

AGENCY

SCALE 1" = 50'-0"

FIRE HYDRANT TEST DATA

TITLE

FIRE LIFE SAFETY SITE PLAN

5/15/2019 3:48:58 PM

SHEET

G-101

CODE ANALYSIS LEGEND

0 1/4" 1/2"

USE SQUARE FOOTAGE OCCUPANT LOAD OCCUPANT LOAD FACTOR

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

AREA USE

APP. 02-117123

150 SF/20 7

REVIEWED FOR SS

✔

DATE:

OCCUPANT LOAD THROUGH EXIT ACCESS ELEMENT

FLS

ACS

✔

07/03/2019

###

EXIT LOCATION & NUMBER OF OCCUPANTS USING EXIT

101

"EXIT" SIGNS W/ DIRECTIONAL ARROWS WHERE SHOWN

EXIT

NON-RATED PARTITION 17 A-522

FIRE EXTINGUISHER IN CABINET PER SPECIFICATIONS

18 A-522

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

CODE ANALYSIS 1.

GOVERNING CODE:

2016 CALIFORNIA BUILDING CODE

OCCUPANCY TYPE:

GROUP A-3(S1), B(S1). A-3(S1) GOVERNS AS MOST RESTRICTIVE

CONSTRUCTION TYPE: (CBC 506 & TABLE 506.2)

TYPE V-B, WITH AUTOMATED FIRE SPRINKLER SYSTEM ALLOWABLE AREA AND HEIGHT INCREASES NOT UTILIZED

TABULAR ALLOWABLE HEIGHT AND BUILDING AREA: (CBC 504.3, 504.4, 506.2)

OCCUPANCY GROUP

ALLOWABLE BLDG AREA

MAX NO OF STORIES

ALLOWABLE BLDG HT

GROUP A-3(S1)

24,000 SF

1 STORY

60 FT

ACTUAL

OCCUPANCY GROUP

ACTUAL BLDG AREA

MAX NO OF STORIES

ACTUAL BLDG HT

GROUP A-3(S1)

9,988 SF

1 STORY

35 FT

DETAILED ALLOWABLE BUILDING AREA DETERMINATION (CBC 506.2)

ACTUAL AREA

9,988 SF

FIRE RESISTIVE REQUIREMENTS: (CBC TABLE 601)

STRUCTURAL FRAME 0 HR BEARING WALLS - EXTERIOR 0 HR BEARING WALLS - INTERIOR 0 HR NON-BEARING WALLS & PARTITIONS - EXTERIOR 0 HR (BASED ON FIRE SEPARATION DISTANCE OF 10 FT < X = 0 HR) NON-BEARING WALLS & PARTITIONS - INTERIOR 0 HR FLOOR CONSTRUCTION 0 HR ROOF CONSTRUCTION0 HR SHAFT ENCLOSURES (CBC 713) 0 HR PROJECTIONS 0 HR EXTERIOR DOORS AND WINDOWS UNPROTECTED, NO LIMIT (CBC 705.8.1 EX 2, NON-RATED EXTERIOR WALLS AND STRUCTURAL FRAME) CORRIDORS N/A

ENTRY TOWER 42

D PH

42 36 EXIT

CAMPUS SAFETY 94 SF/ 100 1

93 SF/ 100 1

EXIT

94 SF/ 100 1

HALLWAY

EXIT

96 SF/ 100 1

LOBBY

CLASSROOM/LOBBY OVERFLOW

1,044 SF/ 15 70

626 SF/ 15 42

203 SF/ 100 3

ADMIN OFFICES 124 SF/ 100 2

COUNSELOR OFFICES

1 93 SF/ 100 1

1 92 SF/ 100 1

92 SF/ 100 1

OCCUPANT LOADS: (CBC TABLE 1004.1.2)

TOTAL:

214 OCCUPANTS

TOTAL EGRESS WIDTH: (CBC 1005)

LOBBY EXIT: HALLWAY EXITS:

REQ'D: 36 OCCUPANTS x 0.2" = 7.2" REQ'D: 43 OCCUPANTS x 0.2" = 8.6"

R E

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

TEHAMA CENTER STUDENT SERVICES

CANOPY

COUNSELOR OFFICES

CT Y R RT

C23603

D A RCH SE I E N A N McM TE H U T A

SEAL

24,000 SF

LI J ON C

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

INC:

74 SF/ 100 1

91 SF/ 100 1

10. COMMON PATH OF EGRESS TRAVEL: (CBC TABLE 1006.2.1)

TWO EXITS OR EXIT ACCESS DOORWAYS FROM A SPACE SHALL BE PROVIDED WHERE THE COMMON PATH OF TRAVEL EXCEEDS 75'-0"

11. FIRE FLOW REDUCTION (CFC TABLE B105.1) -

FIRE FLOW CALCULATION AREA CONSTRUCTION TYPE AREA FIRE FLOW (GALLONS PER MINUTE)

9,258 SF TYPE V-B 7,701-9,400 SF 2,500 REQ'D

75% 1,875 REQ'D

(CFC TABLE B105.2)

REDUCTION FOR FULLY-SPRINKLERED BUILDING (% REQ'D)x(FIRE FLOW) = (75%)x(2500)

(CFC TABLE C102.1)

C.4

STUDENT SERVICES

PROVIDED: 72" PROVIDED: 36"

12. FIRE EXTINGUISHERS (CBC TABLE 906.3(1))

LIGHT (LOW) HAZARD OCCUPANCY MAXIMUM DISTANCE OF TRAVEL TO EXTINGUISHER TOTAL NUMBER PROVIDED -

770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

1,875 2 HYDRANTS 450 FEET 225 FEET

ISSUED

MARK

75 FEET 4

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

5 C

HALLWAY WORK CENTER 345 SF/ 100 4

IDF 68 SF/ 300 1

CONFERENCE

VET CENTER

398 SF/ 15 27

296 SF/ 15 20

VET OFFICE 124 SF/ 100 2

HALLWAY 1

1 STORAGE

CUSTODIAL

RESTROOM

120 SF/ 300 1

79 SF/ 300 1

77 SF

84 SF/ 100 1

80 SF/ 100 1

96 SF/ 100 1

EXIT

FIRE RISER

2 97 SF/ 100 1

1 FACULTY OFFICE

114 SF/ 100 2

B.6

81 SF/ 100 1

STUDENT SERVICES

80 SF/ 100 1

82 SF/ 100 1

FACULTY OFFICES

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

B 4

CANOPY

FACULTY HALLWAY

5 AGENCY

PLAN NORTH

LIFE SAFETY FLOOR PLAN - LEVEL 1 SCALE 1/8" = 1'-0"

TITLE

LIFE SAFETY FLOOR PLAN

SHEET

5/15/2019 3:49:00 PM

017294 ?00.00.00? LIONAKIS 2017

G-111

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR

FIN. FACE OF WALL WHERE OCCURS 12" MIN 17" MIN 18" MAX

40" MAX 1'-7" MAX 1 '- 5" MIN

33"-36" TO TOP OF GB

5'-0" MIN CLR

FLS

ACS

✔

07/03/2019

4'-0" MIN 12" MAX

24" MIN

GB48 STPH OR TPH

SANITARY NAPKIN DISPOSAL, ADJACENT TO TPH - 19" AFF MAX TO OPENING

ACC WC (ACCESSIBLE WATER CLOSET)

7"-9" 54" MIN

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ACC WC (ACCESSIBLE WATER CLOSET)

19" MAX

FEC (FIRE EXTINGUISHER CABINET)

11" MIN 6" MIN TOE SPACE ACC SINK ELEVATION

ACC LAV ELEVATION

MOP RACK

2'-6"

10" MIN

INSULATE EXPOSED SUPPLY AND DRAIN PIPES WHERE OCCURS

27" MIN

INSULATE ALL SUPPLY AND DRAIN PIPES, TYP

11" MIN 6" MAX TOE SPACE

ACC LAV (ACC SINK SIM.)

8" MIN

27" MIN

SH (SHELF)

19" MIN

8" MIN

29" MIN

34" MAX

PTD

40" MAX TO REFL SURFACE

MI-S

18" MIN

48" MAX

8" X 4'-0" SHELF, UNO

48" MAX TO ALL OPERABLE PARTS OF CABINET AND F.E. HANDLE

CONSULTANT

48" MAX

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

GB42

DATE:

33"-36" TO TOP OF GB

FIN. FACE OF WALL 24" MIN

VALVE BUTTON

FACE OF WALL OR EDGE OF LAV

✔

MR & SSK (MOP RACK & MOP SINK)

ALL OPERATING MECHANISMS SHALL BE NO HIGHER THAN 3'-4" ABOVE FINISHED FLOOR AT ACCESSIBLE TOILET ROOMS

SEAL

MI-S / MI (MIRROR STAINLESS / MIRROR)

19" MIN TO OUTLET

PTD/WR (PAPER TOWEL DISPENSER / WASTE RECEPTACLE)

TPH (TOILET PAPER HOLDER)

TSCD (TOILET SEAT COVER DISPENSER)

R E

EN . 08 - 3 1 - 1 O F OF CAL I 9

PTD (PAPER TOWEL DISPENSER)

40" MAX

C23603 ST

SD (SOAP DISPENSER)

CT Y R RT

LI J ON C

D A RCH SE I E N A N McM TE H U T A

PROJECT

TEHAMA CENTER STUDENT SERVICES

NOTE: 1. AT ACCESSIBLE TOILET STALLS, OPENING FOR PARTITION DOOR SHALL BE MIN. 34" CLEAR, DOOR SHALL BE SELF CLOSING, AND AN ACCESSIBLE DOOR PULL SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. 2. PROVIDE BACKING FOR ALL WALL HUNG ACCESSORIES, SEE TYPICAL BACKING DETAIL 3. BACKING LOCATIONS SHALL BE COORDINATED W/ ANCHORAGE LOCATIONS, TYP. 4. SEE INTERIOR ELEVATIONS FOR DEFINITIONS OF ACCESSORY ABBREVIATIONS. 5. WHERE WALL MOUNTED EQUIPMENT IS LOCATED ABOVE COUNTER/WORK SURFACE, HEIGHT TO OPERABLE PART SHALL BE 46" MAX. FOR PARALLEL APPROACH. 6. WHERE WALL MOUNTED EQUIPMENT IS LOCATED ABOVE COUNTER/WORK SURFACE, HEIGHT TO OPERABLE PART FOR FORWARD APPROACH IS 48" MAX. WHEN COUNTER/WORK SURFACE IS A MAXIMUM OF 20" DEEP. WHEN REACH DEPTH IS BETWEEN 20" AND THE MAXIMUM ALLOWABLE OF 25", THE HEIGHT TO OPERABLE PARTS SHALL BE 44" MAX. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THAT MAXIMUM DIMENSIONS ARE NOT TO BE EXCEEDED AND MINIMUM CLEARANCES ARE NOT LESS THAN THE MINIMUM DIMENSIONS LISTED.

770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

INTERIOR - ACCESSORIES - MOUNTING HEIGHTS & LOCATIONS

0500_0000_ACC MOUNTING HEIGHTS_01 171108

1/4" = 1'-0"

ISSUED

MARK

1 1/2"

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

ABOVE

12" MIN. CLR.

WALL, SEE PLAN FOR TYPE

DATE 01/04/2019 05/17/2019

ESCUTCHEON PLATE 1 1/2" SS TUBING GRAB BAR FOR MOUNTING HEIGHTS SEE 14 G-511

WOOD STUD (3) #12 PAN HEAD WOOD SCREWS W/ 1 1/2" MIN EMBED INTO BACKING

25" MAX REACH DEPTH (SEE NOTE)

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

GRAB BARS 0500_1080_ACC GRAB BAR MOUNTING_01 150901. Q2

3" = 1'-0"

FINISH FACE OF WALL WITH ELECTRICAL RECEPTACLES OR SWITCH

5'-0" CLR

TYPICAL TOILET CLEARANCE

17" MIN 19" MAX

2'-6"

11 G-512

30" X 48" CLEAR FLOOR WHEELCHAIR SPACE

REACH OVER OBSTRUCTION 0500_0000_REACH OVER_01 ?YYMMDD?

4'-0" CLR

4'-8" CLR (WALL MTD TOILETS)

36" MIN 24" MIN

19" MIN

4'-0"

ALLOWABLE KNEE SPACE REDUCTION AT PLUMBING FIXTURES SEE

4'-0"

36" MIN 12" MIN T-SHAPED TURNING SPACE

2'-6"

VARIES

1 1/2" = 1'-0"

12" MIN

5'-0" CLEARANCE CIRCLE

(SEE NOTE)

" '-0

4'-0"

28"-34"

NOTE: TOE SPACE MUST BE EQUAL TO, OR GREATER THAN 6 REACH DEPTH

10" MIN

29" MIN AT LAVATORIES

ø5

60" MIN

19" MIN TOE SPACE DEPTH

5/15/2019 3:49:01 PM

ANCHOR SCHEDULE METAL STUD (3) #12 SDST SCREWS INTO TYPE 'C' BACKING

CMU / CONCRETE (3) 1/4" DIA 'HILTI' KWIK-CON II W/ 1 3/4" EMBED

27" MIN AT WORK COUNTERS AND SINKS

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

1 1/2" MIN. CLR. BELOW

TYPICAL SINK CLEARANCE

TYPICAL LAVATORY CLEARANCE

NOTE: FOR REQUIRED KNEE / TOE CLEARANCES @ ACCESSIBLE SINK / LAVATORY LOCATIONS, SEE 14 G-511

ACCESSIBILITY REQUIREMENTS

SHEET

ACCESSIBILITY CLEARANCES 1/4" = 1'-0"

TITLE

0500_0000_ACC CLEARANCES_01 171108

G-511

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

DATE:

FLS

ACS

✔

07/03/2019

MAX

1/4" MAX

1/2" MAX

'P'

PROTRUDING OBJECT

MAXIMUM HEIGHTS AT ALL THRESHOLDS

4" MAX IF 'X' > 27"

PROVIDE CANE DETECTABLE ELEMENT IF 'P' > 4" AND 'X' > 27"

80" MIN

1/2" MAX

MAX

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

'X'

MAXIMUM HEIGHT AT SLOPED LEVEL CHANGE

1/4" MAX

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

CARPET WILL NOT EXCEED 1/2" HIGH PILE WHERE INSTALLED CARPET TO BE PERMANENTLY AND SECURELY AFFIXED TO FLOOR

FINISHED FLOOR

MAXIMUM HEIGHT AT LEVEL CHANGE WITH NO TRANSITION

FLOORING TRANSITION 0520_0960_FLOORING TRANSITION_01 170614. Q2

6" = 1'-0"

PROTRUDING OBJECTS 0500_0000_PROTRUDING OBJECTS_01

1/2" = 1'-0"

LEVER

SEAL

PUSH

2. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN ACCESSIBLE ROUTE, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION.

ACCESSIBLE DOOR HARDWARE REQUIREMENTS 1" = 1'-0"

0500_0870_ACCESSIBLE DOOR HARDWARE REQUIREMENTS_01 170614. Q2

PUSH SIDE

0500_0850_ACCESSIBLE DOOR SURFACE REQUIREMENTS_01 170614. Q2

18" MIN CLR @ INTERIOR DOOR

SWITCHES

PUSH SIDE

CLEAR OPENING

32" MIN

PULL SIDE

MIN

PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPED WITH A LATCH AND A CLOSER 1'-0"

24" MIN CLR @ EXTERIOR DOOR

CLEAR SPACE FINISH ELEVATION TO MATCH FINISH FLOOR ELEVATION AT DOOR

FIRE ALARM

ACCESSIBLE PATH OF TRAVEL IS BARRIER FREE

THERMOSTAT

SLIP RESISTANT SURFACE (MEDIUM BROOM FINISH)

48" MIN IF DOOR HAS A LATCH AND CLOSER

PULL SIDE

KICK PLATE

FINISHED FLOOR

36" MIN

CLEAR OPENING

32" MIN

PUSH SIDE

54" MIN

0500_0000_ACCESSIBLE MOUNTING HEIGHT REQUIREMENTS_01 170614. Q2

ACCESSIBLE ROUTE WALK 1/4" = 1'-0"

0500_0000_ACCESSIBLE ROUTE WALK_01 170614. Q1

2. 3.

HAND ACTIVATED DOOR OPENING HANDLE AND HARDWARE. PER CBC 11B-404.2.7 & 11B-309.4 90 12°

60" MIN

48" MIN IF DOOR HAS A CLOSER

4. 5.

24" MIN

3. 4.

CLEAR OPENING

NOTE : DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES DOOR AT 1. LEAST 5 SECONDS TO CLOSE FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES FROM THE LATCH PER 11B-404.2.8.1.

ACCESSIBLE DOOR CLEARANCES 1/2" = 1'-0"

0500_0850_ACCESSIBLE DOOR CLEARANCES_01 170614. Q2

FORCE REQUIRED TO OPERATE DOOR SHALL BE 5 LBS MAXIMUM PRESSURE AT INTERIOR AND EXTERIOR DOORS AND 15 LBS MAXIMUM TO OPERATE AT FIRE DOORS WHERE ALLOWED BY THE AHJ PER CBC 11B-404.2.9.

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. FREE-STANDING OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12 INCHES MAXIMUM FROM 27 INCHES TO 80 INCHES ABOVE THE GROUND OR FINISHED FLOOR. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION.

ACCESSIBLE DOOR CLOSER REQUIREMENTS 1/2" = 1'-0"

0500_0850_ACCESSIBLE DOOR CLOSER REQUIREMENTS_01

SURFACE SLOPES OF ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1/4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION. ACCESSIBLE PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TO TRAVEL OR WALK BEHIND ANY PARKING SPACE OTHER THAN THEIR OWN. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. PARKING SPACES RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT, IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 INCHES IN AREA AND, WHEN IN AN ACCESSIBLE ROUTE, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE MOUNTED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 60 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND, OR WALK.

TITLE

ACCESSIBILITY REQUIREMENTS

DISCREPANCIES 1.

NOTE: AREA MUST NOT EXCEEED A SLOPE OF 2% IN ANY DIRECTION

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

PARKING

CLIENT

HINGE APPROACH DOOR CLEARANCES, TYP 44" MIN

MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES BY 48 INCHES. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT, UNLESS RESTRICTED BY CODE. FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME ELEMENTS AS ALLOWED BY CODE. PROVIDE A MINIMUM CLEAR SPACE 60 INCHES WIDE AT ALCOVES GREATER THAN 15 INCHES DEEP AND DESIGNED FOR SIDE APPROACH. PROVIDE A MINIMUM CLEAR SPACE 36 INCHES WIDE AT ALCOVES GREATER THAN 24 INCHES DEEP AND DESIGNED FOR FRONT APPROACH.

770 DIAMOND AVE RED BLUFF, CA 96080

HAZARDOUS AND PROJECTING OBJECTS

PUSH SIDE PULL SIDE LATCH APPROACH DOOR CLEARANCES, TYP 5/15/2019 3:49:02 PM

1/2" = 1'-0"

MIN 60" X 60" CLEAR SPACE AND LEVEL 2% MAX SLOPE AREAS AT ENTRANCE OR PASSING SPACE

32" MIN

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

NO LEVEL CHANGE

MIN

IN NEW CONSTRUCTION, ALL PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE ACCESSIBLE TO THE DISABLED. 2. IN EXISTING BUILDINGS WHERE NOT ALL ENTRANCES ARE ACCESSIBLE, ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80 INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH THE DOORWAY IS NOT LESS THAN 32 INCHES. 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE PART OF AN ACCESSIBLE ROUTE OR SPACE, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS. OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 5. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34 INCHES MINIMIUM AND 44 INCHES MAXIMUM ABOVE THE FLOOR. 6. THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60 INCHES IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48 INCHES OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36 INCHES FOR DOORS REQUIRING HINGE SIDE APPROACH. 7. THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. 8. THE BOTTOM 10 INCHES OF ALL DOORS (EXCEPT AUTOMATIC AND SLIDING) SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION WHERE NARROW FRAME DOORS ARE USED, A 10 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST. 9. THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR OR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY NOT EXCEED 15 LBS. 10. EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE WORD "EXIT". EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE SIGN THAT STATES "EXIT STAIR DOWN," "EXIT RAMP DOWN," "EXIT STAIR UP," OR "EXIT RAMP UP" AS APPROPRIATE. EACH EXIT DOOR THAT LEADS DIRECTLY TO GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR EXIT PASSAGEWAY IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE." EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "EXIT ROUTE". EACH DOOR THROUGH A HORIZONTAL EXIT IS IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT."

CLEAR FLOOR SPACE FOR WHEELCHAIRS

24"

OBJECT WHERE OCCURS

ACCESSIBLE MOUNTING HEIGHT REQUIREMENTS

5% MAX

2% MAX

36" MIN

MIN

4'-0"

CONVENIENC E WALL OUTLET 18" MIN UON

60" MIN

34" MIN

44" MIN

44" MAX

FRONT APPROACH DOOR CLEARANCES, TYP

48" MAX

4'-0"

UNOBSTRUCTED

B 5'-0"

TEHAMA CENTER STUDENT SERVICES

WHERE AN OBSTRUCTION IS MORE THAN 8", PROVIDE THE NOTED CLEAR SPACE

DOOR HANDLE/ PANIC HARDWARE WHERE OCCURS

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

ENTRANCES AND DOORS:

ACCESSIBLE DOOR SURFACE REQUIREMENT 3" = 1'-0"

R E

SMOOTH, UNINTERRUPTED SURFACE

10" MIN - FULL WIDTH OF DOOR

34"- 44"

1. HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES. LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING. TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.

C23603 ST

LOOP

DOOR OTHER THAN SLIDING DOOR IN ACCESSIBLE PATH OF TRAVEL

CT Y R RT

LI J ON C

D A RCH SE I E N A N McM TE H U T A

THE INFORMATION DEPICTED ON THIS SHEET REPRESENT BUILDING CODE REQUIREMENTS. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES ON THIS PROJECT THAT WOULD CREATE A CONFLICT WITH THE PLANS OR ACCESS REQUIREMENTS.

ACCESSIBLE ROUTE NOTES 1/2" = 1'-0"

0500_0000_ACCESSIBLE PATH OF TRAVEL NOTES_01 ?YYMMDD?. Q1

SHEET

G-512

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR

1. 2. 3.

ALL SYMBOLS TO CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND BLUE TO APPROXIMATE FS15090 IN FEDERAL STANDARD 595C ALTERNATE COLORS MAY BE USED IF APPROVED BY THE AUTHORITY HAVING JURISDICTION, BUT CONTRAST MUST REMAIN - EITHER DARK ON LIGHT OR LIGHT ON DARK SEE SIGNAGE PLAN AND SPECIFIC SIGN DETAILS FOR SIZES AND APPLICATION

NOTE: 1. MOUNT SIGN CENTERED 60" AFF ON EXTERIOR SIDE OF THE DOOR.

DATE:

FLS

ACS

✔

07/03/2019

1'-0" MIN

2'-0" MIN

1 1/2" HIGH CHARACTERS VOLUME CONTROL TELEPHONE

INTERNATIONAL SYMBOL OF TTY

70" AFF MAX BOT OF HIGHEST LINE OF RAISED CHARACTERS

MAXIMUM OCCUPANT LOAD XXXX BY ORDER OF THE STATE FIRE MARSHAL

FIRE SPRINKLER RISER INSIDE

TAMPERPROOF SCREWS

CONSULTANT

MOUNT ACCORDING TO PROJECT NEEDS WITHIN VISUAL CHARACTER HEIGHT TABLE 11B-703.5.5

INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS

TAMPERPROOF SCREWS

OCCUPANCY LOAD SIGN

0570_1014_ STANDARD SYMBOLS_01 170614. Q1

1/2" = 1'-0"

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

40" AFF MIN BOT OF LOWEST LINE OF CHARACTERS

STANDARD SYMBOLS

1 1/2" HIGH CHARACTERS 6" MIN

INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA)

16" MIN

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

NOTES: 1. PER CBC 1004.3, EVERY ROOM OR SPACE THAT IS AN ASSEMBLY OCCUPANCY SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED... 2. PER CFC 1004.3, EVERY ROOM OR SPACE WHICH IS USED FOR ASSEMBLY, CLASSROOM, DINING, DRINKING, OR SIMILAR PURPOSES HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL HAVE THE OCCUPANT LOAD OF THE ROOM OR SPACE POSTED... 3. SIGN TO BE POSTED NEAR MAIN EXIT (CBC 1004.3), SEE SIGNAGE PLAN FOR LOCATIONS AND SIGN INFORMATION 4. VERIFY INFORMATION FROM ARCHITECT PRIOR TO SIGN FABRICATION 5. OCCUPANT LOAD DETERMINED FROM THE LIFE SAFETY EXITING PLAN SHEET

✔

AE_G_0570_004 150901. Q2

1 1/2" = 1'-0"

MISCELLANEOUS SIGNS

3" = 1'-0"

Q1 NOTES:

PICTOGRAM AND BACKGROUND TO HAVE NON-GLARE FINISH PICTOGRAM TO CONTRAST WITH BACKGROUND, EITHER DARK ON LIGHT OR LIGHT ON DARK

NOTES:

3. 4. 5. 6. 7.

5. 6.

NOTES: 1. PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. 2. MOUNTING LOCATION MUST ALLOW A PERSON TO APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. PROVIDE 18" SQUARE CLEAR FLOOR AREA AT TACTILE SIGNS. 3. SIGNS AND IDENTIFICATION SHALL BE FIELD INSPECTED AFTER INSTALLATION AND APPROVED BY THE ENFORCING AGENCY, IN ACCORDANCE WITH SECTION 11B-703.1.1.2 "INSPECTION" AS 9" 9" REQD CLR FLR SPACE REQD CLR FLR SPACE REQD RAISED CHARACTERS (ROOM NAME AND NUMBER) 60" AFF MAX BOT OF HIGHEST LINE OF RAISED CHARACTERS CORRESPONDING BRAILLE CL 48" AFF MIN BOT OF LOWEST SHOW ALL LINES CENTERED LINE OF BRAILLE

7. 8. 9.

3" MIN

HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF CHARACTER 40 inches (1016 mm) to less than or equal to 70 inches (1778 mm)

Greater than 70 inches (1778 mm) to less than or equal to 120 inches (3048 mm)

Greater than 120 inches (3048 mm)

AT DOOR

11 G-512

MINIMUM CHARACTER HEIGHT

Less than 72 inches (1829 mm)

5/8 inch (15.9 mm)

72 inches (1829 mm) and greater

5/8 inch (15.9mm), plus 1/8 inch (3.2 mm) per foot (305 mm) of viewing distance above 72 inches (1829 mm)

Less than 180 inches (4572 mm)

2 inches (51 mm)

180 inches (4572 mm) and greater

2 inches (51 mm), plus 1/8 inch (3.2 mm) per foot (305 mm) of viewing distance above 180 inches (4572 mm)

Less than 21 feet (6401 mm)

3 inches (76 mm)

21 feet (6401 mm) and greater

3 inches (76 mm), plus 1/8 inch (3.2 mm) per foot (305 mm) of viewing distance above 21 feet (6401 mm)

0570_1014_DIRECTIONAL AND INFORMATIONAL SIGNS_01 170614. Q1

1/2" = 1'-0"

ABC CLIENT

BELOW CEILING

0570_1014_ASSISTIVE LISTENING SIGNAGE_01 170614. Q2

PICTOGRAM REQUIREMENTS 0570_1014_PICTOGRAM REQUIREMENTS_01 170614. Q1

1/2" = 1'-0"

ISSUED

MARK 1/32" RAISED TEXT AT WALL SIGN

ILLUMINATED EXIT SIGN, IF REQD BY SFM

EXIT

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

60" AFF MAX BOT OF HIGHEST LINE OF RAISED CHARACTERS

1/8" BACKPLATE AT WALL SIGN

20 G-513

CONTRACTED GRADE 2 BRAILLE AT WALL SIGN 48" AFF MIN BOT OF LOWEST LINE OF BRAILLE 1/4" BACKING AT DOOR SIGN FOR EACH CIRCLE AND TRIANGLE

16 G-513

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

SEE

6 G-513

017294 ?00.00.00? LIONAKIS 2017

FOR MOUNTING INFO.

CHARACTERS AND BRAILLE PER

DIRECTIONAL AND INFORMATIONAL SIGNS

0570_1014_ROOM ID SIGN_01 170614. Q2

770 DIAMOND AVE RED BLUFF, CA 96080

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ASSISTIVE LISTENING SIGN 1/4" = 1'-0"

TEHAMA CENTER STUDENT SERVICES

FOR TEXT SIZE AND MOUNTING HEIGHT

AT WINDOW

EN . 08 - 3 1 - 1 O F OF CAL I

HORIZONTAL VIEWING DISTANCE

TYP

PERMANENT ROOM IDENTIFICATION SIGNS 1/4" = 1'-0"

CHARACTERS AND THEIR BACKGROUND MUST HAVE A NON-GLARE FINISH CHARACTERS MAY BE UPPERCASE, LOWERCASE, OR A COMBINATION OF BOTH CHARACTERS MUST BE SANS SERIF; WITHOUT ITALICS, SCRIPT, OR OTHER DECORATIVE OR UNUSUAL FORMS CHARACTERS MUST BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE "O" IS 60-110% OF THE HEIGHT OF THE UPPERCASE "T". FLOOR PLANS PROVIDING EMERGENCY INFORMATION DO NOT NEED TO COMPLY WITH THIS REQUIREMENT CHARACTERS MUST BE SELECTED FROM FONTS WHERE THE STROKE THICKNESS OF THE UPPERCASE "I" IS 10-20% OF THE HEIGHT OF THE LETTER CHARACTER SPACING, MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, MUST BE 10-35% OF THE CHARACTER HEIGHT SPACING BETWEEN BASELINES OF MULTI-LINE TEXT MUST BE 135-170% OF THE CHARACTER HEIGHT TEXT MUST BE IN A HORIZONTAL FORMAT TEXT MUST MEET THE FOLLOWING HEIGHT REQUIREMENTS FOR VIEWING DISTANCE:

SEE

R E

PROJECT

TABLE 11B-703.5.5 VISUAL CHARACTER HEIGHT

NOTES: 1. VERIFY ROOM NAMES W/ ARCHITECT BEFORE FABRICATION 2. MOUNTED TO WALL PER SPECIFICATIONS 3. CENTER CHARACTERS AND BRAILLE 4. IF SIGN TACTILE CHARACTERS ARE NOT CENTERED, CLEAR FLOOR AREAS NEED TO BE ADJUSTED. SEE 20 G-511 8 CHARACTERS AND BRAILLE PER G-513

8 G-513

CHARACTERS AND BRAILLE PER TYP

TACTILE EXIT SIGNAGE

1/2" = 1'-0"

AGENCY

TYP

RESTROOM SIGNAGE 0570_1014_RESTROOM SIGNAGE_02 150901. Q2

1/4" = 1'-0"

Q1 PROVIDE SIGNAGE PER: CBC 11B-703

60" AFF MAX

BOT OF LOWEST LINE OF BRAILLE EXIT ROUTE

BRAILLE REQUIREMENTS AND LEGEND:

EXIT ROUTE

A RAISED CHARACTER REQUIREMENTS AND LEGEND:

A. CHARACTERS SHALL BE RAISED 1/32" MINIMUM ABOVE THEIR BACKGROUND. B. CHARACTER HEIGHT SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH BASED ON THE UPPERCASE "I". C. CHARACTERS SHALL BE SEPARATED FROM ANY RAISED BORDER OR DECORATIVE ELEMENT BY 3/8" D. CHARACTER FONT PROPORTION WITH THE UPPERCASE 'O' WIDTH BEING 60 PERCENT MINIMUM TO 110 PERCENT MAXIMUM THE HEIGHT OF THE UPPERCASE 'I'. E. CHARACTER STROKE THICKNESS OF THE UPPERCASE 'I' SHALL BE 15 PERCENT MAXIMUM THE HEIGHT OF CHARACTER. F. CHARACTER THAT ARE RECTANGULAR IN CROSS SECTION SHALL BE A 1/8" MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. G. RAISED CHARACTERS SHALL HAVE EASED EDGES.

BRAILLE SHALL BE PER CBC 11B-703.3 INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: DISTANCES IN INCHES, MIN TO MAX. A. DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW: 0.395 TO 0.400 B. DISTANCE BETWEEN TWO DOTS IN THE SAME CELL : 0.100, MEASURED CENTER TO CENTER C. DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS: 0.300 D. SINGLE BRAILLE CELL E. BLANK CELL SPACE BETWEEN WORDS F. BASE DIAMETER: 0.059 TO 0.063 G. NO RAISED DOT, BLANK CELL SPACE BETWEEN WORDS

6" = 1'-0"

TO EXIT TO EXIT

0570_1014_ACC TACTILE SIGN REQUIREMENTS_01 ?YYMMDD?.Q1

TYPE 2 LOCATE AT EACH ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY, AND EACH DOOR THAT LEADS TO A GRADE LEVEL EXIT BY MEANS OF EXIT ENCLOSURE OR EXIT PASSAGEWAY.

FINISH FLOOR

15 G-513

TYP

8 G-513

TYP

0570_1014_EXIT SIGNAGE_01 170614. Q2

CHARACTERS AND BRAILLE PER

9" MIN.

RESTROOM .. . .. .. .. .. . .. .. ..

EXIT SIGNS 1/2" = 1'-0"

9" MIN.

CHARACTERS AND BRAILLE PER

SECOND SIGN REQUIRED THE SECOND SIGN REQUIRED IS A PERMANENT ROOM IDENTIFICATION SIGN. COORDINATE AND CONFIRM USE & TYPE OF PICTOGRAMS W/OWNER. ISA'S & DIRECTIONAL SIGNS PER SIGN PLANS.

TYPE 3 LOCATE AT EXIT DOOR OF A HORIZONTAL EXIT

LOCATION PER

BRAILLE TO BE CONTRACTED GRADE 2, AND DOT HEIGHT TO BE 0.025 TO 0.037. DOTS MUST BE DOMED OR ROUNDED. DOTS INDICATING UPPERCASE LETTER OR LETTERS MUST ONLY BE USED AT THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND/OR ACRONYMS.

ACCESSIBLE TACTILE SIGN REQUIREMENTS

12"

48" AFF MIN BOT OF LOWEST LINE OF BRAILLE

TYPE 1 LOCATE AT GRADE LEVEL EXIT DOORS.

60" MAX.

LOCATION VARIES BY TYPE

CONTRACTED GRADE 2 BRAILLE AT WALL SIGN

EXIT

58" MIN.

SIGNAGE SIZE AND CHARACTER

SIGN FIELD TO BE CONTRASTING COLORS, EITHER LIGHT ON DARK OR DARK ON LIGHT. COORDINATE WITH ARCHITECT FOR SPECIFIC COLORS.

EXIT

BOT OF HIGHEST LINE OF RAISED CHARACTER S 48" AFF MIN

1/8" BACKPLATE AT WALL SIGN

E F

G C

TO MEET THE 2016 CALIFORNIA TITLE 24 CODE AND AMERICANS WITH DISABILITIES ACT, A COMBINATION OF THE TWO FOLLOWING SIGNS ARE REQ'D FOR RESTROOM IDENTIFICATION: FIRST SIGN REQUIRED THE 1/4" THICK 12" CIRCLE DESIGNATES THE WOMEN'S RESTROOM, THE 1/4" THICK 12" EQUILATERAL TRIANGLE DESIGNATES THE MEN'S RESTROOM. A UNISEX RESTROOM IS DESIGNATED BY A 12" CIRCLE WITH A SOLID TRIANGLE SUPERIMPOSED ON IT, BOTH 1/4" THICK. CENTERED SIGN 60" ABOVE THE FLOOR. THE EDGES OF THE SIGN MUST BE EASED OR ROUNDED @ 1/6" MIN OR CHAMFERED AT 1/8" MAX. VERTICES OF THE TRIANGLE MUST BE RADIUSED 1/8" MIN TO 1/4" MAX. C L OF DOOR

1/32" RAISED TEXT AT WALL SIGN

9" MIN.

6" MIN.

SIGNAGE IS TO BE OF CONTRASTING COLOR FROM THE DOOR

12"

3/8"-1/2"

NOTES: PROVIDE EXIT SIGNAGE PER: CBC 1011, 11B-216, 11B-703

3/8"

EXIT ROUTE

RAISED CHARACTERS SHALL BE UPPERCASE, SANS-SERIF, HORIZONTAL FORMAT, WITH FONTS PER CBC 11B-703.2

B B

RAISED CHARACTERS AND SIGN FIELD TO HAVE NON-GLARE FINISH. SIGNAGE SIZE AND CHARACTER LOCATION VARIES BY TYPE

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

1. 2.

0570_1014_TACTILE SIGNS AT DOORS_01 170614. Q2

234

5/15/2019 3:49:04 PM

DIRECTIONAL AND INFORMATIONAL SIGNS THAT ARE NOT REQUIRED TO HAVE TACTILE/BRAILLE CHARACTERS SHALL COMPLY WITH THE FOLLOWING:

SIGN LOCATION

234

F.F.

1/2" = 1'-0"

NO CHARACTERS OR BRAILLE PERMITTED IN PICTOGRAM FIELD TEXT DESCRIPTORS ARE REQD DIRECTLY BELOW THE FIELD SEE 7 FOR ADDL REQMTS

3/8"-1/2"

WHERE A TACTILE SIGN IS PROVIDED AT DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT EACH LATCH WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THEN THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF A DOUBLE DOOR, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE TACTILE SIGNS TO BE MOUNTED AT 60" ABOVE THE FLOOR TO THE CENTER OF THE SIGN PROVIDED THAT BASED ON THE SIGN CONTENT THE RAISED CHARACTERS ARE 60" MAXIMUM TO THE BASELINE OF THE HIGHEST RAISED CHARACTER AND 48" MINIMUM TO THE BASELINE OF THE LOWEST RAISED CHARACTER OR BRAILLE

40" MIN

13"

C23603

DEVICE CALCULATIONS PROVIDED ON SIGNAGE PLAN, ALS REQUIRED AT ALL ASSEMBLY AND CONFERENCE AREAS

D A RCH SE I E N A N McM TE H U T A

LI J ON C

ASSISTIVE LISTENING SYSTEM AVAILABLE _______

6" MIN

PER CHART BELOW

18" MIN

SEAL

18" X 18" MIN CLEAR FLOOR SPACE TO BE PROVIDED CENTERED ON SIGNAGE

CC: "IN______________"

18" MIN

DIRECTIONAL AND INFORMATIONAL SIGN

TO BE EDITED TO:

SIGN NOT REQUIRED TO BE PROVIDED AT A DOOR, BUT MUST BE POSTED AT A PROMINENT LOCATION NEAR THE ASSEMBLY AREA / CONFERENCE ROOM ENTRANCE. SEE SIGNAGE PLAN FOR LOCATIONS

CT Y R RT

SIGN SIZE BASED ON TEXT SIZE REQUIREMENTS

NO WALL MOUNTED PROTRUDING OBJECTS MORE THAN 3" BEYOND FACE OF WALL AT SIGN LOCATION

8 G-513

PICTOGRAM REQUIREMENTS PER

TYP.

SHEET

RESTROOM SIGNAGE 3/16" = 1'-0"

ACCESSIBILTY SIGNAGE STANDARDS AND DETAILS

18 G-513

EDGE OF DOOR

TITLE

0570_1014_RESTROOM SIGNAGE_01 150901. Q2

G-513

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

S HA R RAH DUN L A P S AW Y E R I N C O RPO RAT E D Civil Engineering • Land Planning • Surveying & Mapping Landscape Architecture • Presentation Graphics 6590 Lockheed Drive, Redding, CA 96002 530.221.1792 voice • 530.221.8369 fax info@sdsengineering.com

SEAL

PROJECT C

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED MARK

DATE 05/17/2019

DESCRIPTION DSA APPROVAL

PY CANO

N ADMI CE OFFI 102

Y ENTR R TOWE

R R

US CAMP TY SAFE 126

BBY M/LO SROOFLOW CLASOVER101

LOBB

COUN132

SELO COUN130

ENT STUD ICES SERV108

K WOR ER CENT

ROOM REST 118

WAY

SELO R COUN131

HALL

ENT STUD ICES SERV106

100

SELO COUN128

N ADMI E ENT OFFIC 104 STUD ICES SERV103

WAY HALL

R SELO

ODIAL CUST119

SELO COUN129 WAY HALL

SELO COUN127

AGE STOR120

IDF

SELO COUN125

LTY FACU E OFFIC

121

VET E OFFIC

LTY FACU CE OFFI

116

LTY FACU E OFFIC

ENT STUD ICES SERV 107

LTY FACU E OFFIC

LTY FACU E OFFIC 105

LTY FACU E OFFIC

LTY FACU CE OFFI 109

110

111

112

113

114

115

LTY FACU WAY HALL150

117

122

FIRE RISER

VET ER CENT 123

151

CE EREN CONF 124

PY CANO

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman.rvt

AGENCY

TITLE

COVER SHEET

2/20/2018 3:56:52 PM

SHEET

C001

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

FLS

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

SEAL

PROJECT C

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED MARK

DATE 05/17/2019

DESCRIPTION DSA APPROVAL

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman.rvt

AGENCY

TITLE

GENERAL NOTES

2/20/2018 3:56:52 PM

SHEET

C002

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

SEAL

PROJECT C

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED MARK

DATE 05/17/2019

DESCRIPTION DSA APPROVAL

ENTRY TOWER

CANOPY

CAMPUS SAFETY

COUNSELOR

126

COUNSELOR COUNSELOR

128

130

MANAGEMENT

ADMIN OFFICE

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

102

132

017294 ?00.00.00? LIONAKIS 2017

CLASSROOM/LOBBY OVERFLOW HALLWAY

101

LOBBY

AGENCY

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman.rvt

100

COUNSELOR

125

STUDENT ADMIN SERVICES OFFICE

COUNSELOR COUNSELOR

127

129

FIRE RISER

103

WORK CENTER

HALLWAY

151

104

131

HALLWAY

IDF 121

CUSTODIAL

STORAGE

124

CANOPY A

VET CENTER

VET OFFICE

123

122

STUDENT SERVICES

FACULTY OFFICE

118

108

107

106

105

119

120

CONFERENCE

RESTROOM

FACULTY OFFICE

117

116

115

114

113

112

111

110

109

FACULTY HALLWAY 150

TITLE

GRADING, DRAINAGE AND PAVING PLAN

2/20/2018 3:56:52 PM

SHEET

C011

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

SEAL

PROJECT C

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED MARK

DATE 05/17/2019

DESCRIPTION DSA APPROVAL

ENTRY TOWER MANAGEMENT

CANOPY

CAMPUS SAFETY

COUNSELOR

126

ADMIN OFFICE

COUNSELOR COUNSELOR

128

130

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

102

132

AGENCY

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman.rvt

CLASSROOM/LOBBY OVERFLOW

HALLWAY

101

LOBBY 100

COUNSELOR

125

STUDENT ADMIN SERVICES OFFICE

COUNSELOR COUNSELOR

127

129

FIRE RISER

103

WORK CENTER

HALLWAY

151

104

131

HALLWAY

IDF 121

CUSTODIAL

STORAGE

124

VET CENTER

VET OFFICE

123

122

STUDENT SERVICES

FACULTY OFFICE

118

108

107

106

105

119

120

CONFERENCE

RESTROOM

FACULTY OFFICE

117

116

115

114

113

112

111

110

109

CANOPY

FACULTY HALLWAY 150

TITLE

UTILITY PLAN

2/20/2018 3:56:52 PM

SHEET

C012

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

SEAL

PROJECT C

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED MARK

DATE 05/17/2019

DESCRIPTION DSA APPROVAL

ENTRY TOWER

CANOPY

CAMPUS SAFETY

COUNSELOR

126

COUNSELOR COUNSELOR

128

130

MANAGEMENT

ADMIN OFFICE

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

102

132

017294 ?00.00.00? LIONAKIS 2017

CLASSROOM/LOBBY OVERFLOW HALLWAY

101

LOBBY

AGENCY

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman.rvt

100

COUNSELOR

125

STUDENT ADMIN SERVICES OFFICE

COUNSELOR COUNSELOR

127

129

FIRE RISER

103

WORK CENTER

HALLWAY

151

104

131

HALLWAY

IDF 121

CUSTODIAL

STORAGE

124

CANOPY A

VET CENTER

VET OFFICE

123

122

STUDENT SERVICES

FACULTY OFFICE

118

108

107

106

105

119

120

CONFERENCE

RESTROOM

FACULTY OFFICE

117

116

115

114

113

112

111

110

109

FACULTY HALLWAY 150

TITLE

INTERIM EROSION CONTROL PLAN

2/20/2018 3:56:52 PM

SHEET

C013

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

S HA R RAH DUN L A P S AW Y E R

ENTRY TOWER CANOPY

CAMPUS SAFETY

COUNSELOR

126

ADMIN OFFICE

COUNSELOR COUNSELOR

128

130

102

132

CLASSROOM/LOBBY OVERFLOW HALLWAY

101

LOBBY 100

COUNSELOR

COUNSELOR COUNSELOR

127

125

STUDENT ADMIN SERVICES OFFICE

129

FIRE RISER

103

I N C O RPO RAT E D

104

131

WORK CENTER

HALLWAY

151

HALLWAY

IDF 121

CUSTODIAL

STORAGE

CONFERENCE 124

VET OFFICE

123

122

STUDENT SERVICES

FACULTY OFFICE

118

108

107

106

105

119

120

VET CENTER

RESTROOM

FACULTY OFFICE

117

116

115

FACULTY OFFICE

114

113

112

111

110

109

Civil Engineering • Land Planning • Surveying & Mapping Landscape Architecture • Presentation Graphics

FACULTY HALLWAY

CANOPY

150

6590 Lockheed Drive, Redding, CA 96002 530.221.1792 voice • 530.221.8369 fax info@sdsengineering.com

SEAL

PROJECT C

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED MARK

DATE 05/17/2019

DESCRIPTION DSA APPROVAL

F E

ENTRY TOWER

MANAGEMENT

CANOPY D

CAMPUS SAFETY

COUNSELOR

126

ADMIN OFFICE

COUNSELOR COUNSELOR

128

130

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

102

132

AGENCY

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman.rvt

CLASSROOM/LOBBY OVERFLOW

HALLWAY

101

LOBBY

C.4

100

COUNSELOR

125

STUDENT ADMIN SERVICES OFFICE

COUNSELOR COUNSELOR

127

129

FIRE RISER

103

WORK CENTER

HALLWAY

151

104

131

HALLWAY

IDF

B.6

121

CUSTODIAL

STORAGE

124

VET CENTER

VET OFFICE

123

122

STUDENT SERVICES

FACULTY OFFICE

118

108

107

106

105

119

120

CONFERENCE

RESTROOM

STUDENT SERVICES

FACULTY OFFICE

117

116

115

114

113

112

111

110

109

B A

CANOPY

TITLE

FACULTY HALLWAY 150

HORIZONTAL CONTROL PLAN

2/20/2018 3:56:52 PM

SHEET

C060

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

✔

07/03/2019

ACS

✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

✔

07/03/2019

ACS

✔

S-_014213_N001A

STRUCTURAL SYMBOLS LEGEND

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

SEE UNITED STATES NATIONAL CAD STANDARD FOR ANY ABBREVIATIONS NOT LISTED BELOW. SEE BUILDING CODE FOR REFERENCED DESIGN AND MATERIALS SYMBOLS, ACRONYMS & NOTATIONS.

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

B3 S-501

DETAIL INDICATOR - SECTION & DETAIL INDICATOR - SECTION ITEM

B3 S-501

2. B3 S-301

SECTION INDICATOR PARTIAL BUILDING/WALL DETAIL INDICATOR - AREA

D2 S-512

REFERENCES TO CONSTRUCTION DOCUMENTS ARE TO THE ENFORCEMENT AGENCY APPROVED DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. SUPPLEMENTAL DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ADDENDA, REVISED DRAWINGS, FIELD INSTRUCTIONS AND MODIFICATIONS PRODUCED FOR THIS PROJECT, SHALL ALSO BE CONSIDERED A CONSTRUCTION DOCUMENT. ALL REQUIREMENTS OF THE INITIALLY APPROVED CONSTRUCTION DOCUMENTS SHALL APPLY TO ANY SUPPLEMENTAL DOCUMENTS.

S-_014100_N003A 170125. Q2

BUILDING CODE: 2016 CBC ENFORCEMENT AGENCY: DIVISION OF THE STATE ARCHITECT (DSA) A. VERTICAL DESIGN CRITERIA (UNLESS OTHERWISE SHOWN OR NOTED) ROOF LIVE LOADS: TYP ROOF AREA 20 PSF (REDUCIBLE) MECHANICAL & ELECTRICAL AREA 50 PSF (NON-REDUCIBLE) FLOOR LIVE LOADS: OFFICE/CLASSROOMS (W/ 15 PSF PARTITION LL) FIRST FLOOR CORRIDORS

50 PSF (REDUCIBLE) 100 PSF (REDUCIBLE)

GROUND SNOW LOAD:

0 PSF

B. LATERAL DESIGN CRITERIA A2 S-303

A2 S-303

SECTION INDICATOR - BUILDING

A4 S-201

ELEVATION INDICATOR - EXTERIOR

CAREFULLY EXAMINE THE CONSTRUCTION DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY CONFLICTS OR DISCREPANCIES WITHIN THE STRUCTURAL CONSTRUCTION DOCUMENTS AND BETWEEN ALL OTHER CONSTRUCTION DOCUMENTS. DEVIATIONS SHALL NOT BE MADE TO THE REQUIREMENTS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS.

PORTIONS OF THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC ONLY. ITEMS INCLUDING, BUT NOT LIMITED TO, LOCATIONS, SIZES, QUANTITIES, ACCESSORIES AND CONNECTIONS ARE INDICATED IN A REPRESENTATIONAL MANNER AND MAY NOT BE COMPLETELY SHOWN. PROVIDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE PROJECT AS REPRESENTED IN THE CONSTRUCTION DOCUMENTS.

S-202

ELEVATION INDICATOR - INTERIOR, SINGLE & MULTIPLE VIEW

MATCH LINE SEE XX / X-XXX

MATCH LINE INDICATOR

1 A

REFERENCE GRID WITH REFERENCE GRID LINES

REVISION INDICATOR & REVISION CLOUD 22

LEVEL 1 100'-0"

TOC 98'-8"

ELEVATION INDICATOR - LEVEL & SPOT

WHERE THE CONSTRUCTION DOCUMENTS INDICATE TO NOTIFY THE STRUCTURAL ENGINEER, SUCH NOTIFICATION SHALL BE SUBMITTED IN WRITING WITH SUFFICIENT ALLOWANCE FOR A REASONABLE TIME PERIOD FOR REVIEW, DESIGN, ENFORCEMENT AGENCY APPROVAL AS REQUIRED AND WRITTEN RESPONSE SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. OBTAIN WRITTEN RESPONSE BEFORE PROCEEDING WITH THE AFFECTED WORK.

DIMENSIONS AND ELEVATIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY. COORDINATE WITH ALL OTHER CONSTRUCTION DOCUMENTS FOR DIMENSIONS AND ELEVATIONS NOT INDICATED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. DO NOT SCALE DRAWINGS. CONSTRUCTION SHALL COMPLY WITH ALL BUILDING, HEALTH AND SAFETY STANDARDS, CODES AND REGULATIONS APPLICABLE TO THIS PROJECT. NOTHING IN THE CONSTRUCTION DOCUMENTS SHALL BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE STANDARDS, CODES AND REGULATIONS. REFERENCES TO STANDARDS, CODES AND REGULATIONS INCLUDING, BUT NOT LIMITED TO, ICC, IBC, CBC, ACI, ASTM, ASCE, ANSI, AWS, AISI, AITC AND AISC SHALL BE TO THE LATEST EDITION AS ADOPTED BY THE ENFORCEMENT AGENCY. FEATURES OF CONSTRUCTION INDICATED ARE TYPICAL. WHERE FEATURES ARE NOT FULLY OR SPECIFICALLY INDICATED BY THE CONSTRUCTION DOCUMENTS, THEIR CONSTRUCTION SHALL BE AS INDICATED FOR IDENTICAL OR SIMILAR FEATURES ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. IF ANY CONDITIONS REQUIRE CONSTRUCTION DIFFERENT THAN THAT INDICATED ON THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER.

10. STRUCTURAL ELEMENTS SHALL NOT BE REMOVED OR MODIFIED UNLESS INDICATED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. IF STRUCTURAL ELEMENTS INTERFERE WITH THE WORK INDICATED IN ANY OTHER CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER. 11. THE CONSTRUCTION DOCUMENTS AND THE DESIGNS INCORPORATED THEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT.

KEYNOTE INDICATOR

PLAN NORTH

PLAN NORTH & TRUE NORTH INDICATOR

MATERIAL SYMBOL LEGEND EARTH

EARTH, COMPACT FILL

EARTH, ROCK

GRAVEL, ROCK FILL

SAND, MORTAR, GROUT

CONCRETE, CAST IN PLACE

S-_011000_N006A 170125. Q2

12. STRUCTURAL ELEMENTS REPRESENTED IN THE CONSTRUCTION DOCUMENTS ARE INDICATED IN THEIR COMPLETED CONFIGURATION. THE CONSTRUCTION DOCUMENTS DO NOT INDICATE MEANS, METHODS OR SEQUENCES OF CONSTRUCTION UNLESS SPECIFICALLY NOTED OTHERWISE. PROVIDE ALL MEASURES NECESSARY AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY AND TO ASSURE THE CORRECT AND ACCURATE STRUCTURE GEOMETRY AND STABILITY DURING CONSTRUCTION. MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, PROVIDING ADEQUATE FORMING, SHORING AND BRACING. MEASURES SHALL REMAIN IN PLACE UNTIL THE STRUCTURAL ELEMENTS AND ALL OTHER STRUCTURAL ELEMENTS USED TO SUPPORT THEM HAVE BEEN COMPLETED AND HAVE ATTAINED THEIR REQUIRED DESIGN STRENGTHS. 13. PROTECT ALL ELEMENTS, WHETHER CONCEALED OR NOT, INCLUDING, BUT NOT LIMITED TO, PROPERTIES, STRUCTURES, FINISHES, STREETS, LANDSCAPING AND UTILITIES ADJACENT TO OR ON THIS SITE DURING THE CONSTRUCTION OF THIS PROJECT. SHOULD DAMAGE OCCUR TO ANY ELEMENTS, THEY SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. CONTROL ITEMS SUCH AS, BUT NOT LIMITED TO, DUST, DIRT, WATER, FUMES, SMOKE, TRASH, NOISE AND VIBRATION CREATED AS A RESULT OF ANY OPERATIONS DURING CONSTRUCTION IN CONFORMANCE WITH APPLICABLE STANDARDS, CODES AND REGULATIONS. 14. STRUCTURAL DESIGN LOADS, STRENGTHS, CAPACITIES AND CRITERIA INDICATED ON THE CONSTRUCTION DOCUMENTS ARE FOR THE COMPLETED STRUCTURE ONLY. THE USE OF ANY PART OR PARTS OF THE INCOMPLETE OR COMPLETED STRUCTURE FOR THE SUPPORT OF CONSTRUCTION ITEMS INCLUDING, BUT NOT LIMITED TO, OTHER PORTIONS OF THE STRUCTURE, PERSONNEL, MATERIALS AND EQUIPMENT IS LIMITED TO THE SAFE CAPACITY OF THE STRUCTURE AT THE TIME IT IS TO BE USED FOR SUCH SUPPORT. PROVIDE ALL MEASURES NECESSARY AS REQUIRED TO PREVENT OVERLOADING, EXCESSIVE MOVEMENT AND DAMAGE TO ANY PART OR PARTS OF THE STRUCTURE. 15. IF SUBSTITUTIONS ARE REQUESTED FOR STRUCTURAL ELEMENTS INDICATED IN THE CONSTRUCTION DOCUMENTS, NOTIFY THE STRUCTURAL ENGINEER. SUBMIT DATA AND DOCUMENTATION INCLUDING, BUT NOT LIMITED TO, COMPARATIVE QUALITY, SUITABILITY, PERFORMANCE, STRUCTURAL CAPACITY, ICC APPROVAL AND ENFORCEMENT AGENCY ACCEPTABILITY SUBSTANTIATING THE COMPLETE COMPLIANCE OF EACH PROPOSED SUBSTITUTION WITH THE CONSTRUCTION DOCUMENTS. ONLY ONE REQUEST FOR SUBSTITUTION WILL BE ALLOWED FOR EACH STRUCTURAL ELEMENT. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN SUBMITTALS ARE INCOMPLETE OR ACCEPTANCE WOULD REQUIRE REVISIONS TO THE CONSTRUCTION DOCUMENTS. PROVIDE OWNER REIMBURSEMENT FOR SERVICES REQUIRED TO OBTAIN ENFORCEMENT AGENCY APPROVAL OF SUBSTITUTIONS. IF A PROPOSED SUBSTITUTION SUBMITTAL IS NOT COMPLETE, NOT ACCEPTABLE TO THE STRUCTURAL ENGINEER, OR NOT APPROVED BY THE ENFORCEMENT AGENCY PROVIDE THE SPECIFIED ITEM AS INDICATED IN THE CONSTRUCTION DOCUMENTS. THE STRUCTURAL ENGINEER WILL BE THE SOLE JUDGE OF THE ACCEPTABILITY OF THE PROPOSED SUBSTITUTION VERSUS THE SPECIFIED ITEM. ACCEPTANCE OF A SUBSTITUTION SHALL NOT BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS.

SEISMIC SITE CRITERIA: SS=0.65, S1 =0.30, SDS=0.55, SD1 =0.36, SITE CLASS: D BUILDING CRITERIA: SEISMIC: • RISK CATEGORY= II • IMPORTANCE FACTOR, I=1.00 • SEISMIC DESIGN CATEGORY = D • SEISMIC FORCE RESISTING SYSTEM: LIGHT FRAMED WOOD WALLS W/ SHEAR PANELS • RESPONSE MODIFICATION FACTOR, R = 6.5 • DESIGN BASE SHEAR: V = 28K • SEISMIC RESPONSE COEFFICIENT, Cs=0.08 • ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE • HORIZONTAL IRREGULARITIES: TYPE 2 (REENTRANT CORNER), TYPE 3 (DIAPHRAGM DISCONTINUITY) • VERTICAL IRREGULARITIES: TYPE 3 (GEOMETRIC) BUILDING DISPLACEMENT (AMPLIFIED): LEVEL INTERSTORY DISPLACEMENT GROUND 0.00 IN ROOF 1.50 IN

TOTAL DISPLACEMENT 0.00 IN 1.50 IN

WIND: ULTIMATE DESIGN WIND SPEED, V(ULT) = 110 MPH NOMINAL DESIGN WIND SPEED, V(ASD) = 85 MPH RISK CATEGORY = II WIND EXPOSURE = C GCPI = +/- 0.18 COMPONENTS AND CLADDING WIND PRESSURES TO BE DETERMINED PER ASCE 7-10

PROJECT DIRECTORY OWNER

STRUCTURAL ENGINEER

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT 11555 OLD OREGON TRAIL REDDING, CA 96049-6006 CONTACT: GEORGE ESTRADA PHONE: 530.242.7929 EMAIL: GESTRADA@SHASTACOLLEGE.EDU

LIONAKIS 1919 19TH STREET SACRAMENTO, CA 95811 CONTACT: DANIELLE SMITH PHONE: 916.558.1900 EMAIL: DANIELLE.SMITH@LIONAKIS.COM

SOIL INFO IS BASED ON GEOTECHNICAL REPORT BY: MID PACIFIC ENGINEERING, INC / REPORT NO 04083-01 DATED: DECEMBER 14, 2018 SPREAD FOUNDATIONS: ALLOWABLE BEARING PRESSURE: DL + LL = 2500PSF DL + LL + LATERAL = 3325 PSF COEFFICIENT OF FRICTION = 0.25 ALLOWABLE PASSIVE PRESSURE = 250 PCF IF FRICTIONAL RESISTANCE AND PASSIVE PRESSURE ARE COMBINED, FRICTION IS REDUCED BY 50%

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

REVIEWED FOR SS

✔

DATE:

FLS

ACS

✔

07/03/2019

MECHANICAL ENGINEER PETERS ENGINEERING 2411 ALHAMBRA BLVD, SUITE 100 SACRAMENTO, CA 95817 CONTACT: SEAN TICHENOR PHONE: 916.447.2841 EMAIL: STICHENOR@PETERSENG.COM

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

ARCHITECT

ELECTRICAL ENGINEER

LIONAKIS 1919 19TH STREET SACRAMENTO, CA 95811 CONTACT: JONATHAN MCMURTRY PHONE: 916.558.1900 EMAIL: JONATHAN.MCMURTRY@LIONAKIS.COM

PETERS ENGINEERING 2411 ALHAMBRA BLVD, SUITE 100 SACRAMENTO, CA 95817 CONTACT: GINO ROMANO PHONE: 916.447.2841 EMAIL: GROMANO@PETERSENG.COM

STRUCTURAL SHEET INDEX S-001 S-011 S-013 S-014 S-111 S-132 S-133 S-261 S-262 S-263 S-264 S-311 S-312 S-531 S-532 S-561 S-562 S-563 S-564 S-565 S-566 S-567

SN011000-001

SHEET NAME GENERAL NOTES TYPICAL NOTES TYPICAL NOTES TYPICAL NOTES PLAN - FOUNDATION PLAN - LOW ROOF FRAMING PLAN - HIGH ROOF FRAMING ELEVATIONS - SHEARWALL ELEVATIONS - SHEARWALL ELEVATIONS - SHEARWALL ELEVATIONS - SHEARWALL SECTIONS - BUILDING SECTIONS - BUILDING DETAILS - TYPICAL CONCRETE DETAILS - TYPICAL CONCRETE DETAILS - TYPICAL WOOD FRAMING DETAILS - TYPICAL WOOD FRAMING DETAILS - TYPICAL WOOD SHEAR WALL FRAMING DETAILS - TYPICAL MANUFACTURED LUMBER FRAMING DETAILS - TYPICAL WOOD I-JOIST FRAMING DETAILS - ROOF FRAMING DETAILS DETAILS - ROOF FRAMING DETAILS

SEAL FESSIONA PRO L ED RRY J. VOLKE E

No. S3737

A RU C T UR O F OF I CAL

05/15/2019 PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

ISSUED

MARK

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

16. SCHEDULES, LEGENDS, ABBREVIATIONS, TYPICAL NOTES AND TYPICAL DETAILS ON THE STRUCTURAL CONSTRUCTION DOCUMENTS MAY REFERENCE STRUCTURAL ELEMENTS OR REQUIREMENTS NOT SPECIFICALLY INDICATED OR REQUIRED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. 17. THE STRUCTURAL CONSTRUCTION DOCUMENTS ARE NOT COMPLETE AND READY FOR CONSTRUCTION UNTIL THEY ARE APPROVED BY THE ENFORCEMENT AGENCY AND SIGNED BY THE STRUCTURAL ENGINEER.

CONCRETE, PRE-CAST OR TILT UP

MASONRY, CLAY BRICK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

MASONRY, CONCRETE AGENCY

STEEL

ALUMINUM

WOOD BLOCKING OR SHIM

WOOD FRAMING CONTINUOUS

WOOD

✔

SHARRAH DUNLAP SAWYER 6590 LOCKHEED DRIVE REDDING, CA 96002 CONTACT: TONY MAGDALENO PHONE: 530.221.1792 EMAIL: TMAGDALENO@SDSENGINEERING.COM

TITLE

GENERAL NOTES

SHEET

5/15/2019 4:35:19 PM

INC:

CIVIL ENGINEER

SHEET NUMBER C. SOIL DESIGN CRITERIA

S-_014100_N001A 170125. Q2

EER GIN EN R

JOIST HANGER JOINT ANGLE, LONG, LENGTH LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LAG SCREW LIGHT WEIGHT CONCRETE MAXIMUM MACHINE BOLT MISCELLANEOUS CHANNEL MASONRY CONTROL JOINT MASONRY DOWEL JOINT MECHANICAL MASONRY EXPANSION JOINT MANUFACTURER MINIMUM MISCELLANEOUS MASONRY KEY JOINT MASONRY RAKE JOINT NOT APPLICABLE NEAR FACE NOT IN CONTRACT NOT TO SCALE NORMAL WEIGHT CONCRETE OVER ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OPENING OPPOSITE OUTSIDE RADIUS POWER ACTUATED FASTENER PRECAST CONCRETE POUNDS PER CUBIC FOOT PARTIAL JOINT PENETRATION PLATE, PROPERTY LINE POUNDS PER LINEAR FOOT PREFABRICATE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESERVATIVE TREATED WOOD QUANTITY RADIUS, RISER REINFORCING STEEL BAR REINFORCE, REINFORCING REQUIRE, REQUIRED ROUND ROUGH OPENING ROUGH SAWN REDWOOD SPACED, SPACING, SPLICE, STEP SEE ARCHITECTURAL DRAWINGS SCHEDULE SELF-DRILLING SELF-TAPPING STRUCTURAL ENGINEER SECTION SEISMIC FORCE RESISTING SYSTEM SHEATHING SIMILAR SHRINKAGE JOINT SNOW LOAD STRUCTURAL PANEL SPECIFICATION SQUARE STAINLESS STEEL STAGGERED STANDARD STIFFENER STIRRUP STEEL STRUCTURAL SYMMETRICAL TREAD, THICKNESS TOP & BOTTOM TONGUE & GROOVE THICKNESS THROUGH TOOL JOINT TOE NAIL TOP OF BEAM TOP OF CURB/CONCRETE TOP OF FRAMING/FOOTING/FLOOR TOP OF JOIST TOP OF MASONRY TOP OF PARAPET TOP OF STEEL TOP OF STRUCTURAL PANEL TOP OF TRUSS TOP OF WALL TUBE STEEL TYPICAL UNDERCUT UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED VERTICAL VERIFY IN FIELD VAPOR RETARDER WIDE, WIDTH, WELD, W-SHAPE WITH WITHOUT WIDE FLANGE WELDED HEADED STUD WIND LOAD WHERE OCCURS WORKING POINT WEIGHT, W TEE-SHAPE WELDED THREADED STUD WELDED WIRE REINFORCEMENT EXTRA STRONG DOUBLE EXTRA STRONG

THE STRUCTURAL NOTES AND TYPICAL DETAILS, WHETHER SPECIFICALLY REFERENCED OR NOT, ARE GENERAL AND APPLY TO ALL CONSTRUCTION DOCUMENTS. PROVIDE ALL STRUCTURAL ELEMENTS INDICATED IN THE STRUCTURAL NOTES AND TYPICAL DETAILS AS REQUIRED TO CONFORM TO THE FINISHED PROJECT AS INDICATED IN OTHER CONSTRUCTION DOCUMENTS. PROVIDE ALL STRUCTURAL ELEMENTS INDICATED IN OTHER CONSTRUCTION DOCUMENTS. STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONSTRUCTION DOCUMENTS. SEE OTHER CONSTRUCTION DOCUMENTS FOR COMPLETE PROJECT REQUIREMENTS.

STRUCTURAL DESIGN CRITERIA

JH JT L LL LLH LLV LONG LS LWC MAX MB MC MCJ MDJ MECH MEJ MFR MIN MISC MKJ MRJ NA NF NIC NTS NWC O/ OC OD OPH OPNG OPP OR PAF PCC PCF PJP PL PLF PREFAB PSF PSI PTW QTY R REBAR REINF REQ RND RO RS RWD S SAD SCHED SDST SE SECT SFRS SHTHG SIM SJ SL SP SPEC SQ SST STAG STD STIF STIR STL STRUCT SYMM T T&B T&G THK THRU TJ TN TOB TOC TOF TOJ TOM TOP TOS TOSP TOT TOW TS TYP UC UNO UON VERT VIF VR W W/ W/O WF WHS WL WO WP WT WTS WWR XS XXS

S-_014100_N004A 170125. Q2

AND AT EXISTING FOOT, FEET INCH, INCHES NUMBER, POUND ARCHITECT / ENGINEER ANCHOR BOLT ABOVE ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALTERNATE ALUMINUM APPROXIMATE ARCHITECT ALL THREAD ROD BELOW FINISH FLOOR BACKING BUILDING BLOCKING BELOW BEAM BRICK MASONRY UNIT BOUNDARY NAIL BOTTOM OF STEEL BOTTOM BETWEEN CAMBER, CHANNEL CARRIAGE BOLT CALIFORNIA BUILDING CODE COLD-FORMED STEEL FRAMING CENTER OF GRAVITY CONSTRUCTION JOINT COMPLETE JOINT PENETRATION CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECT, CONNECTION CONTINUE, CONTINUOUS COLD ROLLED STEEL COUNTER SUNK CENTER PENNY (NAIL), DEEP, DEPTH DOUBLE DEMAND CRITICAL WELD DEGREE DEMOLITION DETAIL DIAMETER DIAGONAL DIMENSION DOWEL JOINT DEAD LOAD DITTO, DO OVER DOUGLAS FIR DRAWING DOWEL EACH EACH END EACH FACE EXPANSION JOINT ELEVATION ELECTRIC, ELECTRICAL ELEVATOR EMBEDMENT EDGE NAIL EDGE OF SLAB EQUAL, EQUALLY EACH SIDE EACH WAY EXTERIOR FACE TO FACE FRAMING ANGLE FLAT BAR FOUNDATION FINISH FLANGE FLOOR FIELD NAIL FACE OF CONCRETE/CURB FACE OF FINISH FACE OF MASONRY FACE OF STUD FACE OF WALL FRAMING FIRE RETARDANT TREATED WOOD FAR SIDE FEET, FOOT FOOTING FURRING GAGE GALVANIZED GLUED LAMINATED BEAM GRADE HIGH, HEIGHT HEADER HANGER HOLDDOWN HORIZONTAL HIGH STRENGTH HIGH STRENGTH BOLT HOLLOW STRUCTURAL SECTION HEIGHT INTERNATIONAL CODE COUNCIL INSIDE DIAMETER ISOLATION JOINT INFORMATION INTERIOR INSIDE RADIUS

DETAIL INDICATOR - REFERENCE & DETAIL INDICATOR - ITEM

D2 S-512

STRUCTURAL GENERAL NOTES

& @ (E) ' " # A/E AB ABV ADDL AFF AFG AFS ALT ALUM APPROX ARCH ATR BFF BKG BLDG BLKG BLW BM BMU BN BOS BOT BTWN C CB CBC CFSF CG CJ CJP CL CLR CMU COL CONC CONN CONT CRS CSK CTR D DBL DCW DEG DEMO DET DIA DIAG DIM DJ DL DO DOUG FIR DWG DWL EA EE EF EJ EL ELEC ELEV EMBED EN EOS EQ ES EW EXT F/F FA FB FDTN FIN FLG FLR FN FOC FOF FOM FOS FOW FRMG FRTW FS FT FTG FURG GA GALV GLB GR H HDR HGR HLDN HORIZ HS HSB HSS HT ICC ID IJ INFO INT IR

D2 S-512

SN011000-004

L N IA

STRUCTURAL ABBREVIATIONS LEGEND

REGIST ER K

S-001

017294 ?00.00.00? LIONAKIS 2017

0 1/4" 1/2"

S-_014100_N001A 170125. Q2 SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, SHOP DRAWINGS, FABRICATION DRAWINGS, PLACEMENT DRAWINGS, CALCULATIONS, DESIGNS, TEST DATA, PRODUCT DATA, SAMPLES, CERTIFICATIONS AND REPORTS AS REQUIRED BY THE CONSTRUCTION DOCUMENTS.

SUBMITTALS, AS A MINIMUM, SHALL CONSIST OF TWO (2) COPIES OF EACH SHEET.

SUBMITTALS SHALL NOT CONTAIN NOR CONSIST OF REPRODUCTIONS OF THE CONSTRUCTION DOCUMENTS. SUBMITTALS CONTAINING REPRODUCTIONS OF ANY PORTION OF THE CONSTRUCTION DOCUMENTS ARE SUBJECT TO REJECTION.

STRUCTURAL OBSERVATION 1.

S-_014500_N001A 170125. Q2

STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE STRUCTURAL OBSERVER (THE STRUCTURAL ENGINEER OR OWNER'S DESIGNATED REPRESENTATIVE) FOR GENERAL CONFORMANCE TO THE ENFORCEMENT AGENCY APPROVED CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM.

FOUNDATION AND EARTHWORK 1.

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

EACH SUBMITTAL SHALL HAVE A COVER SHEET IDENTIFYING THE CONTENTS BY SPECIFICATION SECTION AND LISTING EACH ITEM AND SHEET NUMBER. EACH SUBMITTAL SHALL HAVE A UNIQUE IDENTIFICATION NUMBER. PRIOR TO SUBMISSION TO THE STRUCTURAL ENGINEER, STAMP SUBMITTALS INDICATING THEY HAVE BEEN REVIEWED AND APPROVED FOR COMPLETENESS AND CONFORMANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS. SUBMITTALS THAT ARE DETERMINED TO BE INCOMPLETE, IN THE JUDGMENT OF THE STRUCTURAL ENGINEER, WILL BE RETURNED WITHOUT REVIEW SO THEY CAN BE COMPLETED. THE STRUCTURAL ENGINEER SHALL NOT BE REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.

3. 4.

PRIOR TO SUBMISSION TO THE STRUCTURAL ENGINEER, THE OWNER'S TESTING LABORATORY SHALL STAMP THE FOLLOWING MARKED SUBMITTALS INDICATING THEY HAVE BEEN REVIEWED AND APPROVED FOR COMPLETENESS AND CONFORMANCE WITH THE INTENT OF THE CONSTRUCTION DOCUMENTS: ■ CONCRETE MIX DESIGNS AND SUBSTANTIATING TEST DATA □ MASONRY GROUT MIX DESIGNS AND SUBSTANTIATING TEST DATA ■ WELDING PROCEDURE SPECIFICATIONS SUBMITTALS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO UTILIZATION, INSTALLATION, FABRICATION OR CONSTRUCTION OF ITEMS CONTAINED WITHIN THE SUBMITTALS. SUBMITTALS SHALL BE DELIVERED TO THE STRUCTURAL ENGINEER TO ALLOW SUFFICIENT TIME, IN THE STRUCTURAL ENGINEER'S JUDGMENT, FOR A REASONABLE PERIOD FOR ADEQUATE REVIEW, ENFORCEMENT AGENCY APPROVAL AS REQUIRED AND RESPONSE SO AS NOT TO AFFECT THE CONSTRUCTION SCHEDULE. ALLOW THE STRUCTURAL ENGINEER THE GREATER SUBMITTAL REVIEW PERIOD OF: TEN (10) WORK DAYS; OR FIVE (5) WORK DAYS FOR EACH 100 SHEETS, OR PORTION THEREOF, FOR EACH SUBMITTAL. SUBMITTAL REVIEW PERIOD COMMENCES THE NEXT WORK DAY AFTER SUBMITTAL RECEIPT BY THE STRUCTURAL ENGINEER. CONCURRENT SUBMITTALS OF MULTIPLE PORTIONS OF THE SAME SUBMITTAL ITEM WILL BE REVIEWED IN THEIR ENTIRETY AS ONE SUBMITTAL SUBJECT TO THE REVIEW PERIOD LIMITATION ABOVE. SCHEDULE SUBMITTAL REVIEWS AND CONSTRUCTION ACCORDINGLY. REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER WILL INCLUDE CHECKING FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONSTRUCTION DOCUMENTS. IT WILL NOT INCLUDE REVIEW OF THE ACCURACY OR COMPLETENESS OF ITEMS SUCH AS QUANTITIES, DIMENSIONS, WEIGHTS OR GAUGES, FABRICATION PROCESSES, CONSTRUCTION MEANS OR METHODS, COORDINATION WITH THE WORK OF OTHER TRADES, OR CONSTRUCTION SAFETY PRECAUTIONS. REVIEW OF A SPECIFIC ITEM SHALL NOT INDICATE THAT THE STRUCTURAL ENGINEER HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IN WRITING.

STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE ENFORCEMENT AGENCY OR BY OTHER SECTIONS OF THE BUILDING CODE. REQUIRED INSPECTIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION DOES NOT INCLUDE THE SUPERVISION OF CONSTRUCTION FOR PROPER EXECUTION OF THE WORK SHOWN IN THE CONSTRUCTION DOCUMENTS. THE FOLLOWING COMPLETED CONSTRUCTION STAGES MARKED ARE SUBJECT TO STRUCTURAL OBSERVATION IF DEEMED NECESSARY DURING CONSTRUCTION BY THE STRUCTURAL OBSERVER: ■ FOUNDATION EXCAVATIONS AND REINFORCEMENT PRIOR TO CONCRETE PLACEMENT ■ FORMWORK CONSTRUCTION AND REINFORCEMENT PRIOR TO CONCRETE PLACEMENT □ CONCRETE TILT-UP PANEL INSTALLATION □ CONCRETE PRE-CAST ELEMENT PANEL INSTALLATION □ MASONRY INSTALLATION AND REINFORCEMENT PRIOR TO GROUT PLACEMENT □ STEEL FRAMING ERECTION □ STEEL DECK INSTALLATION AND REINFORCEMENT PRIOR TO CONCRETE FILL PLACEMENT □ STEEL DECK INSTALLATION ON FRAMING ■ WOOD FRAMING ERECTION ■ WOOD STRUCTURAL PANEL INSTALLATION ON FRAMING ■ WOOD HARDWARE AND CONNECTOR INSTALLATION ON STRUCTURAL FRAMING □ COLD-FORMED STEEL FRAMING ERECTION □ PRE-FABRICATED STRUCTURAL ELEMENT INSTALLATION ■ PRIOR TO THE CLOSING OF ANY PHASE ■ STRUCTURAL SYSTEM COMPLETION

NOTIFY THE STRUCTURAL OBSERVER 48 HOURS MINIMUM IN ADVANCE OF THE COMPLETION OF THE ABOVE CONSTRUCTION STAGES TO FACILITATE STRUCTURAL OBSERVATIONS BY THE STRUCTURAL OBSERVER. COORDINATE WITH THE STRUCTURAL OBSERVER SO THAT THE WORK FOR THE CONSTRUCTION STAGES NOTED ABOVE IS ACCESSIBLE AND EXPOSED FOR STRUCTURAL OBSERVATION PURPOSES. REMOVE AND/OR REPLACE MATERIALS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO ALLOW STRUCTURAL OBSERVATION.

DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOTED DURING STRUCTURAL OBSERVATIONS SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER.

PROVIDE OWNER REIMBURSEMENT FOR DESIGN PROFESSIONAL COSTS INCURRED TO CORRECT DEVIATIONS AND TO MAKE REVISIONS TO THE CONSTRUCTION DOCUMENTS, INCLUDING OBTAINMENT OF ENFORCEMENT AGENCY APPROVAL AS REQUIRED.

CORRECTIVE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ENFORCEMENT AGENCY APPROVED CONSTRUCTION DOCUMENTS AND THE BUILDING CODE.

AT THE COMPLETION OF THE WORK INCLUDED IN THE CONSTRUCTION DOCUMENTS, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE ENFORCEMENT AGENCY A WRITTEN STATEMENT THAT THE STRUCTURAL OBSERVATIONS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.

10. SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE ORDERS.

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

SPECIAL INSPECTION IS DEFINED AS THE INSPECTION OF THE MATERIALS, INSTALLATION, FABRICATION, ERECTION OR PLACEMENT OF COMPONENTS AND CONNECTIONS REQUIRING SPECIAL EXPERTISE TO ENSURE COMPLIANCE WITH APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK MARKED IN THE LIST BELOW IN CONFORMANCE WITH THE ENFORCEMENT AGENCY REGULATORY REQUIREMENTS. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS REQUIRED BY THE ENFORCEMENT AGENCY. A. TESTING ■ COMPACTED FILL ■ CONCRETE □ MASONRY □ MORTAR & GROUT ■ EXPANSION, EPOXY, SCREW ANCHORS ■ SHOT-IN ANCHORS B. SPECIAL INSPECTIONS ■ EXCAVATION, GRADING & FILLING FOR ALL FOUNDATION WORK □ PILE DRIVING & TESTING ■ PLACEMENT OF CONCRETE & REINFORCEMENT □ PLACEMENT OF MASONRY & REINFORCEMENT & DURING GROUTING OPERATIONS ■ SHOP WELDS NOT DONE IN FABRICATOR'S SHOP REGISTERED & APPROVED BY THE BUILDING OFFICIAL ■ FIELD WELDING □ HIGH-STRENGTH BOLTING ■ EXPANSION, EPOXY, SCREW ANCHORS □ SPRAY-APPLIED FIRE PROOFING □ SHOTCRETE ■ GLU-LAM FABRICATION ■ I-JOIST FABRICATION □ WELDED SHEAR STUDS

S-_014500_N002A 170125. Q2

THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE ENFORCEMENT AGENCY AND THE ARCHITECT/STRUCTURAL ENGINEER, FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ENFORCEMENT AGENCY, OWNER, CONTRACTOR AND ARCHITECT/STRUCTURAL ENGINEER. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.

DISCREPANCIES IN THE INSPECTED WORK SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THEY ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENFORCEMENT AGENCY, OWNER, CONTRACTOR AND ARCHITECT/STRUCTURAL ENGINEER PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK.

A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY, OWNER, CONTRACTOR AND ARCHITECT/STRUCTURAL ENGINEER AT THE COMPLETION OF THE WORK INCLUDED IN THE CONSTRUCTION DOCUMENTS.

SCHEDULE AND COORDINATE ALL STRUCTURAL TESTS AND SPECIAL INSPECTIONS. NOTIFY THE SPECIAL INSPECTOR 48 HOURS MINIMUM PRIOR TO PERFORMING ANY WORK REQUIRING THE SPECIAL INSPECTOR'S PRESENCE. COORDINATE WITH THE SPECIAL INSPECTOR SO THAT THE WORK REQUIRING THE TESTS AND INSPECTIONS NOTED ABOVE IS ACCESSIBLE AND EXPOSED FOR TESTING AND INSPECTION PURPOSES. REMOVE AND/OR REPLACE MATERIALS AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO ALLOW TESTS AND INSPECTIONS.

THE GEOTECHNICAL INFORMATION PROVIDED IS NOT A WARRANTY OF THE SITE OR SUBSURFACE CONDITIONS. PRIOR TO BIDDING AND AT NO COST TO THE OWNER, SITE VISITS TO INVESTIGATE OR TO PERFORM ADDITIONAL SUBSURFACE INVESTIGATIONS MAY BE MADE TO DETERMINE THE EXISTING CONDITIONS. SUCH INVESTIGATIONS MAY BE PERFORMED ONLY UNDER TIME SCHEDULES AND ARRANGEMENTS APPROVED BY THE OWNER IN ADVANCE. AN OWNER-RETAINED SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER SHALL PROVIDE TESTING AND INSPECTION SERVICES DURING ALL FOUNDATION AND EARTHWORK. PRIOR TO REQUESTING AN ENFORCEMENT AGENCY FOUNDATION INSPECTION, OBTAIN WRITTEN DOCUMENTATION FROM THE SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER THAT THE FOUNDATION AND EARTHWORK IS IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.

FOUNDATIONS BELOW GRADE SHALL BE FORMED UNLESS WRITTEN DOCUMENTATION PERMITTING UNFORMED FOOTINGS IS OBTAINED FROM THE SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER. FORWARD WRITTEN DOCUMENTATION TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO THE START OF FOUNDATION EXCAVATIONS. THE SIDES OF UNFORMED FOUNDATION EXCAVATIONS MUST BE ABLE TO STAND WITHOUT CAVING OR SLOUGHING. PROVIDE FORMS OR PROTECTION AS REQUIRED TO PREVENT SLOUGHING OF SOIL INTO EXCAVATIONS. WHERE UNFORMED FOUNDATIONS ARE USED, COORDINATE AND COMPLY WITH THE CONCRETE PROTECTION REQUIREMENTS FOR REINFORCEMENT PLACED ADJACENT TO EARTH. FOUNDATIONS ABOVE GRADE SHALL BE FORMED. ALL FORMS SHALL BE REMOVED ABOVE OR BELOW GRADE, UNLESS OTHERWISE NOTED. THE TOP SURFACE OF FOUNDATIONS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOUNDATIONS IS PERMITTED TO HAVE A SLOPE NOT EXCEEDING ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL. FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTING OR WHERE THE SURFACE OF THE GROUND AND/OR BOTTOM SURFACE OF THE FOOTINGS SLOPES MORE THAN ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL. STEP FOOTINGS AS REQUIRED PER TYPICAL DETAILS. THE TOP OF EXTERIOR FOOTINGS SHALL BE LOCATED 4 INCHES MINIMUM BELOW LOWEST ADJACENT EXTERIOR FINISHED GRADE OR SURFACE, UNLESS OTHERWISE NOTED. WHERE ADJACENT EXTERIOR FINISHED GRADE OR SURFACE SLOPES DOWN AND AWAY FROM THE FOUNDATION, THE TOP OF EXTERIOR FOOTINGS SHALL BE NO HIGHER THAN THE ELEVATION OF THE FINISHED GRADE OR SURFACE LOCATED 18 INCHES FROM THE FACE OF SUCH FOOTING, UNLESS OTHERWISE NOTED. STEP FOOTINGS AS REQUIRED PER TYPICAL DETAILS TO OBTAIN THE MINIMUM DIMENSIONS REQUIRED.

10. FOUNDATION DEPTHS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE MINIMUM DEPTHS ONLY AND DO NOT NECESSARILY ACCOUNT FOR ALL PIPES, CONDUITS, UTILITIES AND TRENCHES ADJACENT TO OR CROSSING FOOTINGS AS REQUIRED BY ALL OTHER CONSTRUCTION DOCUMENTS. STEP FOOTINGS TO COMPLY WITH THE REQUIREMENTS OF TYPICAL DETAILS FOR PIPES AND CONDUITS AT FOOTINGS. 11. FOR DAMP-PROOFING, WATER-PROOFING AND DRAINAGE SYSTEMS ADJACENT TO FOUNDATIONS, SEE ALL OTHER CONSTRUCTION DOCUMENTS.

CONCRETE MATERIALS, QUALITY CONTROL AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318.

SEE CONCRETE MIX DESIGN TABLE FOR REQUIRED CONCRETE PROPERTIES.

PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE II.

AGGREGATES SHALL CONFORM TO ASTM C33 FOR NORMAL-WEIGHT AND ASTM C330 FOR LIGHTWEIGHT CONCRETE. MAXIMUM AGGREGATE SIZE USED IN MIXES SHALL BE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED.

REINFORCING STEEL SHALL CONFORM TO ASTM A706, GRADE 60, OR ASTM A615, GRADE 60.

REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60. WELD FILLER METAL FOR REINFORCING STEEL SHALL COMPLY WITH AWS D1.4, Fu=80 KSI. WELDING SHALL CONFORM WITH AWS D1.4.

WELDED WIRE REINFORCEMENT SHALL BE COMPOSED OF FLAT SHEETS AND CONFORM TO ASTM A185.

DIMENSIONS LOCATING REINFORCING STEEL ARE TO THE FACE OF REINFORCING STEEL AND DENOTE CLEAR COVERAGE. MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS, UNO: A. CONCRETE CAST AGAINST EARTH (EXCEPT SLAB ON GRADE) - 3" - SLAB ON GRADE - CENTER REINF IN SLAB, UNO B. CONCRETE FORMED & EXPOSED TO EARTH OR WEATHER: - #6 THRU #18 BARS - 2" - #5 BAR, W31 OR D31 WIRE, & SMALLER - 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND: - BEAMS & COLUMNS - 1 1/2" - SLABS & WALLS: #14 & #18 BARS - 1 1/2", #11 BAR & SMALLER - 3/4" SPLICES IN CONTINUOUS REINFORCING SHALL BE LAPPED AS NOTED IN THE TYPICAL DETAIL, UNO. SPLICES IN ADJACENT BARS SHALL BE STAGGERED SO THERE IS NO OVERLAP. LAP SPLICES OF #14 & #18 REBAR IS NOT PERMITTED AND BARS SHALL BE CONTINUOUS ONE PIECE FOR THE FULL LENGTH SHOWN. LAP SPLICES OF REBAR IN A BUNDLE SHALL BE EQUAL TO THE LAP SPLICE LENGTH REQUIRED FOR THE INDIVIDUAL BARS WITHIN THE BUNDLE MULTIPLIED BY 1.33. INDIVIDUAL BAR SPLICES WITHIN A BUNDLE SHALL NOT OVERLAP. ENTIRE BUNDLES SHALL NOT BE LAP SPLICED.

S-_033000_N002B 170906. Q1

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

MIX DESIGN TABLE LOCATION

NOTIFY THE SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER 48 HOURS IN ADVANCE OF THE TIME WHEN THE FOUNDATION EXCAVATIONS AND EARTHWORK WILL BE COMPLETE AND READY FOR FORMS OR REINFORCING PLACEMENT. NO FORMS OR REINFORCING SHALL BE PLACED IN ANY FOUNDATION UNTIL THE EXCAVATION HAS BEEN INSPECTED AND APPROVED BY THE SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER. FOUNDATIONS SHALL EXTEND INTO FIRM BEARING IN UNDISTURBED SOIL, OR WHERE REQUIRED, IN COMPACTED FILL MATERIAL OR CONTROLLED LOW-STRENGTH MATERIAL PER THE CONSTRUCTION DOCUMENTS. FOUNDATION DEPTHS SHOWN ON THE CONSTRUCTION DOCUMENTS ARE MINIMUM DEPTHS ONLY. FOUNDATION EXCAVATIONS MAY BE REQUIRED TO BE OVER-EXCAVATED TO REACH SUITABLE BEARING MATERIAL. WHERE THE SPECIAL INSPECTOR/GEOTECHNICAL ENGINEER HAS DETERMINED OVER-EXCAVATION IS REQUIRED, THE REMOVED MATERIAL MAY BE REPLACED WITH COMPACTED FILL MATERIAL OR CONTROLLED LOW-STRENGTH MATERIAL PER THE CONSTRUCTION DOCUMENTS.

CONCRETE MIX DESIGN

BELOW GRADE CONCRETE (FTGS, PIERS, GRADE BEAMS) & BLDG CURBS & STEM WALLS SLAB ON GRADE

SITE CONCRETE (PAVEMENTS, CURBS AND GUTTERS) UNLESS OTHERWISE SPECIFIED

APP. 02-117123

ACI REQ SCM REQ EARLY REQ 56 DAY AIR MAX MAX (% BY WEIGHT COMPRESSIVE COMPRESSIVE CONTENT W/C AIR-DRY EXPOSURE CLASS OF TOTAL RATIO WEIGHT STRENGH STRENGH CEMENTITIOUS (PSI) (PSI) (LBS/FT3) MATERIALS)

2500 PRIOR TO LOADING

4000

NONE

0.45

145

F1, S0, P0, C1

NONE*

0.45

145

F0, S0, P0, C1

REVIEWED FOR SS

14. FOUNDATION EXCAVATIONS SHALL BE MADE TO THE SIZES AND SHAPES REQUIRED BY THE CONSTRUCTION DOCUMENTS. NO MATERIAL IS TO BE EXCAVATED UNNECESSARILY.

FLS

ACS

✔

07/03/2019

4000

3500

NONE*

0.50

145

F1, S0, P0, C1

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

* 3 PERCENT MAX AIR AT STEEL TROWELED CONCRETE UNLESS CONCTRACTOR CAN ASSURE THAT DELAMINATION WILL NOT OCCUR. PROTECT SLABS UNTIL SPACE IS CONDITIONED IF AIR CONTENT IS LESS THAN 4.5 PERCENT.

10. UNLESS DETAILED OTHERWISE: REINFORCING IN CONTINUOUS BEAMS AND SPANDRELS SHALL HAVE THE TOP BARS SPLICED AT MID-SPAN AND THE BOTTOM BARS SPLICED AT THE CENTERLINE OF SUPPORTS. REINFORCING IN CONTINUOUS SOIL-BEARING GRADE BEAMS OR FOOTINGS SHALL HAVE THE TOP BARS SPLICED AT CENTERLINE OF COLUMN SUPPORTS AND THE BOTTOM BARS SPLICED AT MID-SPAN. AT DISCONTINUOUS ENDS, THE BARS SHALL BE TERMINATED WITH A STANDARD HOOK EXTENDED TO THE FAR FACE OF THE SUPPORT OR BEAM. 11. PROVIDE FOUNDATION DOWELS TO MATCH GRADE, QUANTITY, SIZE & SPACING OF WALL/COLUMN REINFORCEMENT. EXTEND DOWELS INTO FOOTINGS AND TERMINATE WITH A STANDARD HOOK 3" ABOVE BOTTOM OF FOOTING, UNO. PROVIDE STANDARD LAP AT DOWELS TO EACH WALL/COLUMN REBAR. 12. HOOKS SHALL BE STANDARD HOOKS, UNO. 13. ITEMS TO BE EMBEDDED IN CONCRETE, SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC SHALL BE SECURELY TIED AND SUPPORTED PRIOR TO PLACING CONCRETE.

SEAL

14. THE LOCATION OF SLAB ON GRADE JOINTS SHALL BE AS INDICATED ON THE DRAWINGS. SLAB ON GRADE JOINT SPACINGS ARE NOT TO EXCEED 12'-0" IN EITHER DIRECTION, UNO. SUBMIT LOCATION PLAN FOR ALL PROPOSED JOINTS FOR REVIEW.

FESSIONA PRO L ED RRY J. VOLKE E

15. SURFACE OF CONSTRUCTION JOINTS SHALL BE CLEANED AND LAITANCE REMOVED. IMMEDIATELY BEFORE CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE WETTED AND STANDING WATER REMOVED. CONSTRUCTION JOINT SURFACES SHALL BE ROUGHENED TO A 1/4" MINIMUM AMPLITUDE, UNO.

16. FORM 3/4" CHAMFER AT ALL EXPOSED WALL AND COLUMN EDGES AND CORNERS, UNO.

No. S3737

A RU C T UR O F OF I CAL

05/15/2019 17. EXTERIOR SLABS INCLUDING SIDEWALKS SHALL BE 4" MIN THICKNESS AND HAVE 6x6-W1.4xW1.4 WWR IN CENTER OF SLAB, UNO. 18. NO CONDUIT, PIPE, OR SLEEVES LARGER THAN 1" OD SHALL BE PLACED IN OR THROUGH CONCRETE BEAMS OR SLABS UNLESS SPECIFICALLY DETAILED AND APPROVED BY THE STRUCTURAL ENGINEER. CONDUIT OR PIPES 1" OD AND SMALLER SHALL BE SPACED & POSITIONED SUCH THAT THE EFFECTIVENESS OF THE REBAR IS NOT REDUCED.

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

15. EXTERIOR FINISHED GRADES OR SURFACES SHALL HAVE POSITIVE DRAINAGE AWAY FROM FOUNDATIONS. GROUND SURFACES WITHIN TEN FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 5%. PAVED SURFACES WITHIN TEN FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2%. PLANTERS SHALL HAVE ADEQUATE SURFACE DRAINAGE TO PREVENT STANDING WATER ADJACENT TO THE FOUNDATIONS. 16. WHERE EXCAVATIONS OCCUR ADJACENT TO EXISTING STRUCTURES, PROVIDE ADEQUATE UNDERPINNING, SHORING OR SUPPORT TO PREVENT SETTLEMENT AND LATERAL MOVEMENT OF THE EXISTING FOUNDATIONS. FOUNDATIONS ADJACENT TO EXISTING FOUNDATIONS SHALL PENETRATE A MINIMUM OF THE SAME DEPTH AS EXISTING, UNLESS OTHERWISE NOTED.

ISSUED

MARK

17. FOUNDATION SIZES SHALL BE AS REQUIRED ON THE CONSTRUCTION DOCUMENTS. THE MINIMUM DEPTH NOTED SHALL BE BELOW THE ADJACENT UNDISTURBED GROUND SURFACE. THE MINIMUM DEPTH SHALL ALSO EXTEND BELOW THE FROST LINE OF THE LOCALITY. FOOTINGS SHALL NOT BEAR ON FROZEN SOIL.

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

TITLE

TYPICAL NOTES

SHEET

5/15/2019 4:35:20 PM

✔

DATE:

12. FOUNDATION ELEMENTS SHOWN ARE INDICATED IN THEIR COMPLETED LOCATION AND CONDITION. FILL AROUND FOUNDATION ELEMENTS SHALL BE PLACED IN LIFTS AND COMPACTED IN A MANNER THAT DOES NOT DAMAGE OR MOVE THE FOUNDATION, WATER-PROOFING OR DAMP-PROOFING. SHORE AND ADEQUATELY SUPPORT FOUNDATION ELEMENTS WHILE PLACING FILL UNTIL THE FOUNDATION ELEMENTS AND THEIR SUPPORTING STRUCTURAL ELEMENTS HAVE BEEN COMPLETED AND ATTAINED THEIR REQUIRED DESIGN STRENGTHS. 13. FOUNDATION EXCAVATIONS SHALL BE CLEANED OF DEBRIS, LOOSE SOIL AND STANDING WATER DURING CONSTRUCTION AND IMMEDIATELY PRIOR TO CONCRETE PLACEMENT. PROVIDE FOR DE-WATERING IF WATER IS PRESENT IN THE EXCAVATIONS DUE TO ANY SOURCE.

INC:

STRUCTURAL TESTING & INSPECTION

THE GEOTECHNICAL INFORMATION PROVIDED IS BASED UPON A GEOTECHNICAL REPORT PROVIDED BY THE OWNER FOR THIS PROJECT. THE GEOTECHNICAL REPORT WAS USED FOR THE DESIGN INDICATED IN THESE CONSTRUCTION DOCUMENTS. THE GEOTECHNICAL REPORT AND THE RECOMMENDATIONS CONTAINED THEREIN SHALL BE USED IN CONJUNCTION WITH THE CONSTRUCTION DOCUMENTS. COMPLY WITH THE REQUIREMENTS AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT.

S-_033000_N002A 170907. Q2

13. THE MINIMUM REQUIRED STRUCTURAL SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING MARKED ITEMS: □ PILE FABRICATION DRAWINGS AND CALCULATIONS ■ CONCRETE MIX DESIGNS AND SUBSTANTIATING TEST DATA ■ CONCRETE REINFORCING PLACEMENT DRAWINGS ■ CONCRETE PRODUCT CERTIFICATION AND DATA SHEETS ■ CONCRETE SLAB JOINT LAYOUT □ MASONRY REINFORCING PLACEMENT DRAWINGS □ MASONRY GROUT MIX DESIGNS AND SUBSTANTIATING TEST DATA □ MASONRY MORTAR MIX DESIGNS □ MASONRY PRODUCT CERTIFICATION AND DATA SHEETS ■ STRUCTURAL STEEL SHOP DRAWINGS □ STEEL DECK PLACEMENT DRAWINGS AND DATA SHEETS □ WELDING PROCEDURE SPECIFICATIONS □ METAL-PLATE-CONNECTED WOOD TRUSS PLACEMENT DRAWINGS AND CALCULATIONS ■ WOOD I-JOIST PLACEMENT DRAWINGS AND CALCULATIONS □ METAL WEB WOOD JOIST PLACEMENT DRAWINGS AND CALCULATIONS ■ GLUED-LAMINATED TIMBER FABRICATION AND PLACEMENT DRAWINGS AND CERTIFICATIONS ■ PRE-ENGINEERED LUMBER CERTIFICATIONS AND DATASHEETS □ OPEN WEB STEEL JOIST PLACEMENT DRAWINGS AND CALCULATIONS □ PRE-ENGINEERED STEEL STAIR SHOP DRAWINGS AND CALCULATIONS □ COLD-FORMED STEEL FRAMING PRODUCTS, ACCESSORIES, DATA SHEETS AND CALCULATIONS

ALL FOUNDATION AND EARTHWORK INCLUDING, BUT NOT LIMITED TO, EXCAVATION, GRADING, FILLING, SUB-GRADE PREPARATION, SOIL TREATMENT, ASSOCIATED SITE WORK, TRENCHING AND BACKFILLING SHALL BE PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS.

REINFORCED CONCRETE

12. SUBMITTALS THAT HAVE BEEN REVIEWED AND RETURNED BY THE STRUCTURAL ENGINEER, REGARDLESS OF MARKINGS ON THE SUBMITTALS, SHALL NOT BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS.

S-_033000_N003A 170125. Q2

EER GIN EN R

11. SUBMITTALS THAT WILL REQUIRE ADDITIONAL REVIEW, IN THE STRUCTURAL ENGINEER'S JUDGMENT, WILL BE MARKED "RESUBMIT". THE SUBMITTAL SHALL BE REVISED AND RESUBMITTED FOR RE-REVIEW AND IS SUBJECT TO ALL THE REQUIREMENTS OF THE INITIAL SUBMITTAL. PROVIDE OWNER REIMBURSEMENT FOR STRUCTURAL ENGINEER COSTS INCURRED TO RE-REVIEW SUBMITTALS.

L N IA

STRUCTURAL SUBMITTALS

REGIST ER K

S-011

017294 ?00.00.00? LIONAKIS 2017

0 1/4" 1/2"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

WOOD STRUCTURAL PANELS PERMANENTLY EXPOSED IN OUTDOOR APPLICATIONS SHALL HAVE AN EXTERIOR ADHESIVE BOND CLASSIFICATION. ROOF SHEATHING PERMANENTLY EXPOSED TO THE OUTDOORS ONLY ON THE UNDERSIDE OF PROTECTED OVERHANGS IS PERMITTED TO HAVE AN EXPOSURE 1 ADHESIVE BOND CLASSIFICATION. WOOD STRUCTURAL PANELS FOR ALL OTHER USES SHALL HAVE AN EXPOSURE 1 ADHESIVE BOND CLASSIFICATION, UNO. PRESERVATIVE-TREATED WOOD PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARD U1. EACH PIECE SHALL BEAR AN AWPA QUALITY MARK OF AN ALSC APPROVED INSPECTION AGENCY. CARE FOR PRODUCTS SHALL CONFORM TO THE REQUIREMENTS OF AWPA STANDARD M4. UNTREATED SURFACES EXPOSED BY DAMAGE OR FIELD FABRICATION SHALL BE FIELD TREATED. PRODUCTS SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% WHEN INSTALLED. PRESERVATIVE-TREATED WOOD PRODUCTS SHALL BE USED FOR STRUCTURAL MEMBERS (ALL FRAMING AND STRUCTURAL PANELS) AT THE FOLLOWING LOCATIONS, UNO: • ALL FLOOR FRAMING AND STRUCTURAL PANELS WHEN JOISTS OR PANELS ARE LESS THAN 18", OR GIRDERS ARE LESS THAN 12" TO EXPOSED EARTH IN UNDER-FLOOR SPACES LOCATED WITHIN THE BUILDING FOUNDATION PERIMETER • MEMBERS SUPPORTED BY EXTERIOR FOUNDATIONS AND LESS THAN 8” FROM EXPOSED EARTH • MEMBERS IN CONTACT WITH EXTERIOR OR BELOW GRADE CONCRETE OR MASONRY WALLS • MEMBERS IN CONTACT WITH CONCRETE OR MASONRY SLABS ON GRADE OR FOOTINGS • MEMBERS SUPPORTING EXTERIOR WOOD SIDING THAT IS LESS THAN 6” FROM EXPOSED EARTH OR LESS THAN 2” FROM HORIZONTAL CONCRETE OR MASONRY SURFACES • MEMBERS PERMANENTLY EXPOSED TO WEATHER AND NOT FULLY PROTECTED • MEMBERS IN CONTACT WITH EARTH THE INSTALLATION OF FASTENERS SHALL BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION. THE NUMBER AND SIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN SPECIFIED IN THE BUILDING CODE, UNO. FASTENER MATERIALS SHALL COMPLY WITH THE BENDING YIELD STRENGTHS LISTED IN NDS APPENDIX I. FASTENERS SHALL BE TIGHTENED ON INSTALLATION & RETIGHTENED JUST PRIOR TO CLOSING IN. FASTENERS AND WOOD CONSTRUCTION CONNECTORS (PREMANUFACTURED OR AS INDICATED) THAT ARE: PERMANENTLY EXPOSED TO WEATHER, IN CONTACT WITH PRESERVATIVE-TREATED WOOD OR IN CONTACT WITH FIRE-RETARDANT-TREATED WOOD SHALL BE HOT-DIPPED, ZINCCOATED GALVANIZED STEEL OR STAINLESS STEEL. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153. FASTENERS OTHER THAN NAILS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM.

WOOD SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.6.1. SCREWS SHALL BE MADE FROM HEAT TREATED CARBON STEEL WIRE WITH HEADS, LENGTHS AND SIZES AS INDICATED. SCREWS SHALL BE SELF DRILLING. INSTALL SCREWS SUCH THAT END DISTANCES, EDGE DISTANCES AND SPACINGS ARE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.

10. LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. LAG SCREWS SHALL HAVE HEX HEADS AND CONFORM TO THE MATERIAL REQUIREMENTS OF ASTM A307, GRADE A. LAG SCREW SHANK AND THREADS SHALL BE THE SAME FULL BODY DIAMETER SPECIFIED. 11. BOLTS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. BOLTS SHALL HAVE HEX HEADS AND CONFORM TO ASTM A307, GRADE A. PROVIDE HEX NUTS AT BOLTS THAT CONFORM TO ASTM A563, GRADE A. BOLT SHANK AND THREADS SHALL BE THE SAME FULL BODY DIAMETER SPECIFIED. 12. BOLTS AND LAG SCREWS SHALL BE PROVIDED WITH A STANDARD CUT WASHER UNDER HEADS AND NUTS WHICH BEAR ON WOOD, UNO. SEE ROUGH CARPENTRY WASHER SCHEDULE FOR SIZE, OF PLATE OR MALLEABLE IRON WASHERS WHERE REQD. WHERE BOLT OR LAG SCREW SPACING CAUSES WASHERS TO OVERLAP, PROVIDE A CONTINUOUS PLATE WASHER (ONE PIECE) THAT MATCHES WIDTH, THICKNESS AND HOLE DIAMETER SHOWN IN WASHER SCHEDULE. 13. PREDRILL HOLES IN WOOD MEMBERS FOR BOLTS AND LAG SCREWS. BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER FOR THE FULL DEPTH OF BOLT. LAG SCREW HOLES SHALL BE THE SAME DIAMETER & DEPTH AS THE UNTHREADED LAG SCREW SHANK. PROVIDE HOLES EQUAL TO 50% OF FASTENER DIAMETER FOR THE THREADED PORTION OF LAG SCREWS. HOLES SHALL BE PERPENDICULAR, UNO, TO CONNECTED SURFACES AND ACCURATELY ALIGNED IN MAIN MEMBERS AND SIDEPLATES. FASTENERS SHALL NOT BE FORCIBLY DRIVEN. 14. INSTALL BOLTS AND LAG SCREWS SUCH THAT END DISTANCES, EDGE DISTANCES AND SPACINGS ARE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. SPACE BOLTS AND LAG SCREWS FOUR DIAMETERS CENTER TO CENTER, FOUR DIAMETERS FROM WOOD EDGES, EIGHT DIAMETERS FROM WOOD ENDS AND TWO DIAMETERS FROM STEEL SIDE PLATE EDGES OR ENDS, UNO. 15. PREFABRICATED WOOD CONSTRUCTION CONNECTORS INDICATED IN THE DRAWINGS ARE PER THE LATEST EDITION OF THE “WOOD CONSTRUCTION CONNECTORS” CATALOG BY THE SIMPSON STRONG-TIE COMPANY INC. CONNECTORS USED MUST BE LISTED IN A CURRENT AND VALID EVALUATION REPORT BY AN EVALUATION AGENCY RECOGNIZED BY THE ENFORCEMENT AGENCY. EACH CONNECTOR SHALL BE IDENTIFIED BY A FACTORY APPLIED MANUFACTURER’S STAMP. INSTALL CONNECTORS AND REQUIRED FASTENERS PER INSTRUCTIONS IN THE CATALOG AND REPORTS BEFORE LOADING THE CONNECTION. USE THE SPECIFIED FASTENER TYPE, SIZE, MATERIAL, FINISH AND QUANTITY, FILLING ALL FASTENER HOLES WITHOUT OVERDRIVING OR UNDERDRIVING THE FASTENER. ONLY BEND CONNECTORS ONCE THAT ARE SPECIFICALLY DESIGNED TO BE BENT. DO NOT BEND OR MODIFY CONNECTORS UNLESS SPECIFICALLY SHOWN.

16. HANGERS SHALL BE INSTALLED AT ALL BEAMS, RAFTERS AND JOISTS THAT DO NOT BEAR DIRECTLY ON A SUPPORTING WALL OR BEAM. HANGERS SHALL MATCH THE MEMBER SIZE, SLOPE AND SKEW, UNO. PROVIDE HANGERS WITH STRAIGHT OR CONCEALED FLANGES AS NECESSARY SO THAT FLANGE NAILS ARE PLACED INTO SIDE GRAIN OF CARRYING MEMBER. HANGERS AT 2X AND 3X FRAMING SHALL BE “SIMPSON” LUS AND HANGERS AT 4X AND LARGER FRAMING SHALL BE “SIMPSON” HU-TYPE, UNO. 17. POSTS IN STUD WALLS SHALL HAVE FRAMING ANGLES EACH SIDE AT TOP AND BOTTOM TO PLATES UNO. POSTS SUPPORTING OR SUPPORTED BY BEAMS SHALL HAVE MATCHING SIZE "SIMPSON" PC OR EPC POST CAPS, UNO. POSTS BEARING ON CONCRETE SHALL HAVE MATCHING SIZE "SIMPSON" ABU POST BASE, UNO.

5/15/2019 4:35:22 PM

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

18. FRAMING ANGLES SHALL BE BY "SIMPSON" AND OF THE FOLLOWING MINIMUM SIZES, UNO. INSTALL “A” ANGLES WITH 8D X 1 1/2” NAILS AND “LS” ANGLES WITH 10D X 1 1/2" NAILS. NOMINAL FRAMING DEPTH/WIDTH “SIMPSON” FRAMING ANGLE 4” A34 OR LS30 6” A35 OR LS50 8” LS70 10” AND 12” LS90 19. BEAMS, RAFTERS AND JOISTS SHALL BE BRACED AT ENDS AND AT POINTS OF SUPPORT TO PREVENT ROTATION AND/OR LATERAL DISPLACEMENT. BRACING SHALL BE BY 2X FULL DEPTH SOLID BLOCKING BETWEEN EACH MEMBER, BY CONNECTION TO A CONTINUOUS 2X MINIMUM FULL DEPTH SOLID BAND, RIM OR LEDGER MEMBER, OR BY PREFABRICATED FACE MOUNT HANGERS. 20. RAFTERS AND JOISTS OVER 10 INCH NOMINAL DEPTH SHALL BE BRACED BETWEEN ENDS AND BETWEEN POINTS OF SUPPORT TO PREVENT ROTATION AND/OR LATERAL DISPLACEMENT. BRACING SHALL BE BY 2X FULL DEPTH SOLID BLOCKING BETWEEN EACH MEMBER OR BY PREFABRICATED METAL BRIDGING INSTALLED BETWEEN EACH MEMBER SPACED AT INTERVALS NOT EXCEEDING 8'-0". 21. STUD WALLS SHALL BE BRACED BY MINIMUM 2X STUD DEPTH SOLID BLOCKING BETWEEN EACH STUD SPACED VERTICALLY AS FOLLOWS: AT 8'-0" OC MAXIMUM, AT EACH SP EDGE JOINT, AND AT 6'-0" OC MAXIMUM FOR WALLS WITHOUT SP OR GYPSUM BOARD APPLIED ON AT LEAST ONE FACE OF STUD. 22. HOLES REQUIRED FOR PASSING STRAPS OR HARDWARE THROUGH SP SHALL BE NEATLY DRILLED ROUND HOLES OR NEATLY SLOTTED HOLES. DO NOT OVERCUT. THE DIMENSION OF HOLES OR SLOTS SHALL NOT EXCEED THE STRAP OR HARDWARE DIMENSION BY MORE THAN 1/4 INCH. 23. HOLES OR NOTCHES IN ANY MEMBERS SHALL COMPLY WITH TYPICAL DETAILS UNLESS SPECIFICALLY SHOWN OTHERWISE.

FASTENING

(1) 16D

GLUED-LAMINATED TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH AITC A190.1 & ASTM D3737.

DESIGN IS FOR DRY CONDITIONS OF USE, BUT ADHESIVE USED SHALL BE FOR WET CONDITIONS OF USE PER AITC A190.1.

FACE NAIL

DESIGN IS FOR SERVICE TEMPERATURES LESS THAN 150° F.

APPEARANCE SHALL BE INDUSTRIAL GRADE, UNO. EACH MEMBER SHALL BE IDENTIFIED IN ACCORDANCE WITH AITC A190.1.

TO PERPENDICULAR BEARINGS FOR EACH 2" OF BEARING LENGTH

(2) 8D

TOE NAIL STAG

TO PARALLEL BEARINGS

8D @ 6" OC

TOE NAIL STAG

DOUBLE MEMBERS FOR EACH 4" OF MEMBER DEPTH

(1) 16D @ 16" OC

FACE NAIL

SPECIAL INSPECTION IS NOT REQUIRED MEMBERS OF 5BE 1/8 INCH MAX 6. OVER 5 1/8" WIDE AND 18" DEEP FOR AND NON-CUSTOM WITH A SPAN OVER 32' SHALL CONTINUOUSLY 6. MEMBERS WIDTH ANDBY 18AINCH MAX DEPTH, AND A MAX CLEAR SPAN OF 32 FEET, MANUFACTURED AND INSPECTED QUALIFIED SPECIAL INSPECTOR APPROVED BY THE ENFORCEMENT AGENCY. MARKED IN ACCORDANCE WITH ANSI/AITC A 190/1 SECTION 6.1.1 FOR NON-CUSTOM 7. EACH MEMBER SHALL BE INDIVIDUALLY WRAPPED DURING SHIPPING AND FIELD HANDLING PER MEMBERS AITC 111. 7. EACH MEMBER SHALL BE INDIVIDUALLY WRAPPED DURING SHIPPING AND FIELD HANDLING PER 8. SUBMIT FABRICATION AND INSTALLATION DRAWINGS FOR REVIEW PRIOR TO FABRICATION. AITC 111.

TO RIMS, BANDS, HIPS, OR RIDGES TO 2x - FOR EACH 2" OF MEMBER DEPTH (1) 16D TO 3x OR GREATER - FOR EA 2" OF MEMBER DEPTH (2) 8D

END NAIL TOE NAIL STAG

DOUBLE TOP PLATES UPPER TO LOWER PLATE FOR EACH 2" OF PLATE WIDTH AT EA LAP SPLICE AT INTERSECTIONS - FOR EA 2" OF PLATE WIDTH

(1) 16D @ 16" OC (8) 16D (1) 16D

FACE NAIL FACE NAIL FACE NAIL

STUDS TO TOP PLATES, SILL & SOLE PLATES OR BEAMS TO 2x - FOR EA 2" OF STUD WIDTH

(1) 16D OR (2) 8D

END NAIL TOE NAIL

(2) 8D

TOE NAIL

(1) 16D @ 16" OC

FACE NAIL

TO PERPENDICULAR FRAMING OR BLOCKING FOR EACH 2" OF PLATE WIDTH

(1) 16D

FACE NAIL

TO PARALLEL FRAMING OR BLOCKING

16D @ 6" OC

FACE NAIL

TO SIDES OF JOIST, RAFTERS OR STUDS FOR EACH 4" OF BLOCKING DEPTH/WIDTH

(2) 8D

TOE NAIL STAG

TO PERPENDICULAR BEARINGS FOR EACH 2" OF BEARING LENGTH

(2) 8D

TOE NAIL STAG

8D @ 6" OC ((3) MIN)

TOE NAIL STAG

TO 3x OR GREATER - FOR EACH 2" OF STUD WIDTH DOUBLE STUDS OR STUD LAP TO POST FOR EACH 4" OF STUD WIDTH SILL & SOLE PLATES

BLOCKING

TO PARALLEL BEARINGS LEDGERS TO STUDS - FOR EA 2" OF LEDGER DEPTH

(1) 16D

FACE NAIL

TO PARALLEL BLOCKING OR FRAMING

16D @ 6" OC

FACE NAIL

BEAMS 4x AND LARGER TO KING STUD - FOR EA 2" OF BEAM DEPTH TO BEARINGS - FOR EACH 2" OF BEARING LENGTH

(2) 16D (2) 16D

END NAIL TOE NAIL STAG

POSTS 4x AND LARGER TO TOP PLATES, SILL & SOLE PLATES OR BEAMS TO 2x - FOR EACH 2" OF POST WIDTH TO 3x OR GREATER - FOR EACH 2" OF POST WIDTH

(2) 16D (2) 16D

END NAIL TOE NAIL STAG

NOTES: CONDITIONS SHOWN ARE FOR COMMON NAILS AT 2X FRAMING, UNO. WHERE 3x FRAMING OCCURS USE 40D BOX NAILS INSTEAD OF 16D COMMONS AT NOTED FACE NAIL CONNECTIONS.

SP NAILING SCHEDULE

S-_061100_N001A 170126. Q2

WOOD STRUCTURAL PANEL NAILING SCHEDULE (UNO) - PROVIDE 1/8" SPACE BETWEEN SHEETS FOR ALL SP SHEATHING. - MIN SHEET WIDTH SHALL BE 24" FOR ROOF & FLOOR, 12" FOR WALLS. ROOF - 19/32" STRUCT I SP, APA SPAN RATED 40/20 ARRANGE SHEETS AS SHOWN ON ROOF FRAMING PLAN EN AT PERIMETER OF EA SHEET FN AT INTERIOR CONTACTS OF EA SHEET BN AT PERIMETER OF ROOF

8D @ 6" OC 8D @ 12" OC 8D @ 6" OC

SIDE JOINTS TO BE BLOCKED W/ 2X3 FLAT NAILED W/ (2) 8d EA END TO JOIST OR RAFTER.

WALL - 15/32" STRUCT I SP, APA SPAN RATED 32/16 PLACE SHEETS VERTICALLY ON STUDS EN AT PERIMETER OF EA SHEET FN AT INTERIOR CONTACTS OF EA SHEET

STRUCTURAL STEEL

S-_051200_N001A_ 170125. Q2

THE DESIGN, FABRICATION AND ERECTION OF STEEL SHALL BE IN ACCORDANCE WITH AISC 360 AND AISC 341 INCLUDING ANY ENFORCEMENT AGENCY AMENDMENTS.

8D @ 6" OC 8D @ 12" OC

HORIZONTAL JOINTS TO BE BLOCKED W/ 2X STUD THICKNESS WHERE 2X STUDS ARE INDICATED OR 3X STUD THICKNESS WHERE 3X STUDS ARE INDICATED

9. FROM AND SPECIES & GRADESDRAWINGS OF LUMBERFOR WHICH WILLPRIOR PRODUCE DESIGN VALUES 8. MANUFACTURE SUBMIT FABRICATION INSTALLATION REVIEW TO FABRICATION. EQUAL TO OR EXCEEDING THE FOLLOWING WHEN LOADED PERPENDICULAR TO THE WIDE OF THE LAMINATIONS: 9. FACES MANUFACTURE FROM SPECIES & GRADES OF LUMBER WHICH WILL PRODUCE DESIGN VALUES INTERIOR AND THE EXTERIOR PROTECTED EQUAL TOLOCATIONS OR EXCEEDING FOLLOWING WHEN LOCATIONS LOADED PERPENDICULAR TO THE WIDE •FACES SIMPLE SPAN BEAMS: 24F-V4 DF/DF OF THE LAMINATIONS: BENDING (Fb) = 2400 PSIEXTERIOR (TENSION PROTECTED ZONE) INTERIOR LOCATIONS AND LOCATIONS (Fb) =BEAMS: 1850 PSI (COMPRESSION ZONE) • BENDING SIMPLE SPAN 24F-V4 DF/DF SHEAR PARALLEL TOPSI GRAIN (Fv) = 240 PSI BENDING (Fb) = 2400 (TENSION ZONE) MODULUS OF ELASTICITY (E) = 1,800,000 PSI BENDING (Fb) = 1850 PSI (COMPRESSION ZONE) • CANTILEVERED AND BEAMS SHEAR PARALLEL TOCONTINUOUS GRAIN (Fv) = 240 PSI AND TRUSS TOP AND BOTTOM CHORDS: 24F V8 DF/DF MODULUS OF ELASTICITY (E) = 1,800,000 PSI (Fb) = 2400 (TENSION ZONE) • BENDING CANTILEVERED AND PSI CONTINUOUS BEAMS AND TRUSS TOP AND BOTTOM CHORDS: BENDING (Fb) = 2400 PSI (COMPRESSION ZONE) 24F V8 DF/DF SHEAR PARALLEL TOPSI GRAIN (Fv) = 240 PSI BENDING (Fb) = 2400 (TENSION ZONE) MODULUS OF ELASTICITY (E) = 1,800,000 PSI BENDING (Fb) = 2400 PSI (COMPRESSION ZONE) • POSTS TRUSSTO WEBS: DOUGLAS SHEAR AND PARALLEL GRAIN (Fv) = 240FIR PSICOMBINATION 3 DF COMPRESSION PARALLEL (E) TO =GRAIN (Fc) PSI = 1850 PSI (2 OR MORE LAMINATIONS) MODULUS OF ELASTICITY 1,800,000 PARALLEL GRAIN (Fc) 2300 PSI (4 OR3 MORE LAMINATIONS) • COMPRESSION POSTS AND TRUSS WEBS:TO DOUGLAS FIR =COMBINATION DF TENSION PARALLEL TO GRAIN (Ft) = 1450 COMPRESSION PARALLEL TO GRAIN (Fc) PSI = 1850 PSI (2 OR MORE LAMINATIONS) MODULUS OF ELASTICITY 1,900,000 COMPRESSION PARALLEL(E) TO=GRAIN (Fc)PSI = 2300 PSI (4 OR MORE LAMINATIONS) TENSION PARALLEL TO GRAIN (Ft) = 1450 PSI EXTERIOR EXPOSED LOCATIONS MODULUS OF ELASTICITY (E) = 1,900,000 PSI • SIMPLE SPAN BEAMS: ALASKAN CEDAR 20F-V12 AC/AC BENDING (Fb) = 2000 PSI (TENSION ZONE) EXTERIOR EXPOSED LOCATIONS (Fb) =BEAMS: 1400 PSI (COMPRESSION ZONE) AC/AC • BENDING SIMPLE SPAN ALASKAN CEDAR 20F-V12 SHEAR PARALLEL TOPSI GRAIN (Fv) = 240 PSI BENDING (Fb) = 2000 (TENSION ZONE) MODULUS OF ELASTICITY (E) = 1,500,000 PSI BENDING (Fb) = 1400 PSI (COMPRESSION ZONE) • CANTILEVERED AND BEAMS SHEAR PARALLEL TOCONTINUOUS GRAIN (Fv) = 240 PSI AND TRUSS TOP AND BOTTOM CHORDS: ALASKAN 20F-V13 AC/AC MODULUSCEDAR OF ELASTICITY (E) = 1,500,000 PSI (Fb) = 2000 (TENSION ZONE) • BENDING CANTILEVERED AND PSI CONTINUOUS BEAMS AND TRUSS TOP AND BOTTOM CHORDS: BENDING = 2000 PSI (COMPRESSION ZONE) ALASKAN (Fb) CEDAR 20F-V13 AC/AC SHEAR PARALLEL TOPSI GRAIN (Fv) = 240 PSI BENDING (Fb) = 2000 (TENSION ZONE) MODULUS OF ELASTICITY (E) = 1,500,000 PSI BENDING (Fb) = 2000 PSI (COMPRESSION ZONE) • POSTS TRUSSTO WEBS: ALASKAN CEDAR SHEAR AND PARALLEL GRAIN (Fv) = 240 PSI COMBINATION 70 AC COMPRESSION PARALLEL (E) TO =GRAIN (Fc) PSI = 1450 PSI MODULUS OF ELASTICITY 1,500,000 PARALLEL TO GRAIN (Ft) = 975 PSI COMBINATION 70 AC • TENSION POSTS AND TRUSS WEBS: ALASKAN CEDAR MODULUS OF ELASTICITY 1,300,000 COMPRESSION PARALLEL(E) TO=GRAIN (Fc)PSI = 1450 PSI TENSION PARALLEL TO GRAIN (Ft) = 975 PSI MODULUS OF ELASTICITY (E) = 1,300,000 PSI

EXPOSED EXTERIOR STEEL & FASTENERS SHALL BE HOT DIP GALVANIZED, UNO. PROVIDE FILL AND VENT HOLES AT ENCLOSED SPACES OF HOLLOW PIECES. SEAL HOLES WATER-TIGHT AFTER GALVANIZING. PROVIDE DRAIN HOLES AS REQUIRED AT SOLID PIECES. HOLE SIZES AND LOCATIONS SHALL NOT DETRIMENTALLY AFFECT THE PIECES STRUCTURAL CAPACITY AND ARE SUBJECT TO THE STRUCTURAL ENGINEERS REVIEW.

EXPOSED STRUCTURAL STEEL MEMBERS AND CONNECTIONS VISIBLE TO THE PUBLIC AND BUILDING OCCUPANTS (OTHER THAN MAINTENANCE AREAS) SHALL MEET THE FOLLOWING CRITERIA: A. FABRICATION, HANDLING, AND SHIPPING SHALL EMPLOY SPECIAL CARE TO ENSURE ACCEPTABLE FINISHED APPEARANCE. B. WELDS SHALL BE GROUND SMOOTH. GROOVE WELDS SHALL BE MADE FLUSH (+ 1/16", -0"). OVERSIZE WELDS AS REQUIRED. C. FIELD-WELDING AIDS AND ERECTION AIDS SHALL BE REMOVED AND STEEL SHALL BE REPAIRED AND GROUND SMOOTH. D. SHOP PIECE MARKS AND MILL MARKS SHALL BE LOCATED SUCH THAT THEY ARE FULLY HIDDEN IN THE FINAL STRUCTURE OR ARE MADE WITH SUCH MEDIA TO PERMIT FULL REMOVAL AFTER ERECTION. E. GRIND EDGES OF SHEARED, PUNCHED OR FLAME CUT STEEL IN AREAS WITHIN REACH TO TOUCH BY THE PUBLIC AND BUILDING OCCUPANTS. F. ALIGN AND ORIENT BOLTED CONNECTIONS TO BE UNIFORM AND CONSISTENT.

MANUFACTURED LUMBER MANUFACTURED LUMBER

S-_061700_N001A 170126. Q2 S-_061700_N001A WOOD I-JOISTS SHALL BE MANUFACTURED BY "RED-BUILT", "I-LEVEL" OR ACCEPTED EQUAL, 170126. Q2 MANUFACTURED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. THE ENTIRE I-JOIST

SHALL CONFORM TO ICC ACCEPTANCE CRITERIA"I-LEVEL" AC14. 1. ASSEMBLY WOOD I-JOISTS SHALL BE MANUFACTURED BY "RED-BUILT", OR ACCEPTED EQUAL, MANUFACTURED IN ACCORDANCE WITH APPROVED SHOP DRAWINGS. THE ENTIRE I-JOIST 2. PROVIDE SHOP AND INSTALLATION TO INDICATE ASSEMBLY SHALL CONFORM TO ICCDRAWINGS ACCEPTANCE CRITERIATYPES, AC14. SIZE, SPACING, BRIDGING, BLOCKING, CONNECTIONS, ANCHORING AND OTHER PERTINENT DETAILS. 2. PROVIDE SHOP AND INSTALLATION DRAWINGS TO INDICATE TYPES, SIZE, SPACING, BRIDGING, 3. SUBSTITUTIONS MUST MEETANCHORING OR EXCEEDAND MOMENT, AND STIFFNESS BLOCKING, CONNECTIONS, OTHERSHEAR PERTINENT DETAILS. OF THOSE MEMBERS SPECIFIED AT THE SAME DEPTH AND SPACING. 3. SUBSTITUTIONS MUST MEET OR EXCEED MOMENT, SHEAR AND STIFFNESS OF THOSE MEMBERS 4. SPRINKLER LINE ATTACHMENTS CONFORM TO NFPA 13 AND "RED-BUILT", "I-LEVEL" SPECIFIED AT THE SAME DEPTH SHALL AND SPACING. PUBLICATION "GUIDELINES FOR SPRINKLER SYSTEM INSTALLATIONS". ATTACHMENT OF LOADS BE APPROVED PRIOR TO INSTALLATION. DOTO NOT NOTCH OR "RED-BUILT", DRILL THROUGH 4. SHALL SPRINKLER LINE ATTACHMENTS SHALL CONFORM NFPA 13 AND "I-LEVEL" MANUFACTURED MEMBERS.FOR SPRINKLER SYSTEM INSTALLATIONS". ATTACHMENT OF LOADS PUBLICATION "GUIDELINES SHALL BE APPROVED PRIOR TO INSTALLATION. DO NOT NOTCH OR DRILL THROUGH 5. PARALLEL STRAND LUMBER (PSL) BEAMS SHALL BE "PARALLAM" MANUFACTURED BY:"I-LEVEL" OR MANUFACTURED MEMBERS. AN ACCEPTED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES: = 2,000,000 PSI, Fb LUMBER = 2,900 PSI, Fv BEAMS = 290 PSI 5. E PARALLEL STRAND (PSL) SHALL BE "PARALLAM" MANUFACTURED BY:"I-LEVEL" OR AN ACCEPTED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES: 6. LAMINATED (LSL) E = 2,000,000STRAND PSI, Fb =LUMBER 2,900 PSI, Fv =BEAMS 290 PSISHALL BE "TIMBERSTRAND" MANUFACTURED BY: "I-LEVEL" OR AN ACCEPTED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES: 600 2425 = 1,550,000 PSI, Fb =LUMBER 2325 PSI,(LSL) Fv = BEAMS 310 PSI SHALL BE "TIMBERSTRAND" MANUFACTURED BY: 545 6. E LAMINATED STRAND "I-LEVEL" OR AN ACCEPTED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES: 600 VENEER 2425 7. LAMINATED (LVL) E = 1,550,000 PSI, Fb =LUMBER 2325 PSI, Fv =BEAMS 310 PSISHALL BE "MICROLAM" MANUFACTURED BY:"I-LEVEL" 545 OR AN ACCEPTED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES: = 1,900,000VENEER PSI, Fb =LUMBER 2,600 PSI, Fv =BEAMS 285 PSISHALL BE "MICROLAM" MANUFACTURED BY:"I-LEVEL" 7. E LAMINATED (LVL) OR AN ACCEPTED EQUAL WITH THE FOLLOWING MINIMUM PROPERTIES: 8. SUBSTITUTIONS NOTED SHALL BE SUBMITTED TO DSA FOR REVIEW AND E = 1,900,000 PSI,FOR Fb =THOSE 2,600 PSI, Fv = ON 285 PLANS PSI APPROVAL. 8. SUBSTITUTIONS FOR THOSE NOTED ON PLANS SHALL BE SUBMITTED TO DSA FOR REVIEW AND APPROVAL.

SHEAR WALL SCHEDULE SHEAR WALL SCHEDULE WALL MARK WALL MARK A

SP EDGE SILL PLATE NAILING THICKNESS SP EDGE SILL PLATE NAILING THICKNESS 8D @ 6" OC 2X

S-_061700_N001A 170126. Q2 S-_061700_N001A STRUCTURAL SILL PLATE ANCHORAGE 170126. Q2 STUDS OR PANEL 15/32" BLKG AT TO WOOD STRUCTURAL STRUCT I AB'S TO CONC SILL PLATENAILS ANCHORAGE PANEL EDGES STUDS OR FRAMING PANEL 15/32" BLKG AT NAILS TO WOOD STRUCT AB'S TO CONC PANEL 2XEDGES 5/8" DIA @ 48" OC 16D @ 6" OC ONE SIDEI FRAMING

B A

8D 8D @ @ 4" 6" OC OC

3X 2X

5/8" 5/8" DIA DIA @ @ 40" 48" OC OC

16D @ 6" OC

ONE ONE SIDE SIDE

C B

8D 8D @ @ 3" 4" OC OC

3X 3X

5/8" 5/8" DIA DIA @ @ 32" 40" OC OC

ONE ONE SIDE SIDE

D C

8D 8D @ @ 2" 3" OC OC

3X 3X

5/8" 5/8" DIA DIA @ @ 24" 32" OC OC

E D

8D 8D @ @ 4" 2" OC OC

3X 3X

5/8" 5/8" DIA DIA @ @ 16" 24" OC OC

8D 8D @ @ 3" 4" OC OC

3X 3X

5/8" 5/8" DIA DIA @ @ 8" 16"OC OC

SEE SECTIONS AND SEE DETAILS SECTIONS AND DETAILS

ONE ONE SIDE SIDE

BOTH ONE SIDES SIDE BOTH SIDES

BOTH SIDES 8DNAILING @ 3" OCOCCURS 5/8"FIELD DIA @NAILING 8" OC SHALL BE 8D @ 12" OC. 3X AT EVERY PANEL 3X 1. F EDGE EDGE. 2. BEOCCURS STEEL WIRE COMMON TYPE OF THE SIZES DENOTED. STRUCTURAL PANEL 1. NAILS EDGE SHALL NAILING AT EVERY PANEL EDGE. FIELD NAILING SHALL DRIVE BE 8D @ 12" OC. NAILS SO THAT THE NAIL HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL. DO NOT STAGGER NAILS AT EACH SIDE OFSIZES JOINTS. 2. OVERDRIVE NAILS SHALLNAILS. BE STEEL WIRE COMMON TYPE OF THE DENOTED. DRIVE STRUCTURAL PANEL NAILS SO THAT THE NAIL HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL. DO NOT 3. STRUCTURAL PANELS SHALL HAVE PANEL OF 32/16. OSB OR 5-PLY/5-LAYER OVERDRIVE NAILS. STAGGER NAILSAAT EACHSPAN SIDE RATING OF JOINTS. PLYWOOD. 3. STRUCTURAL PANELS SHALL HAVE A PANEL SPAN RATING OF 32/16. OSB OR 5-PLY/5-LAYER 4. BLOCK PANEL EDGES WITH FULL STUD WIDTH BLOCKING OF THICKNESS SPECIFIED. PLYWOOD. 5. PLATE NAILING IS WITH TO PARALLEL FRAMING (WHETHER BLKG OR CONT). PROVIDE (2) 4. SILL BLOCK PANEL EDGES FULL STUD WIDTH BELOW BLOCKING OF THICKNESS SPECIFIED. ADDITIONAL NAILS OF SIZE SHOWN TO EA PERPENDICULAR FRAMING BELOW. 5. SILL PLATE NAILING IS TO PARALLEL FRAMING BELOW (WHETHER BLKG OR CONT). PROVIDE (2) 6. PREDRILL NAIL HOLES IF SPLITTING OCCURS. STAGGER NAILING TO PREVENT ADDITIONAL NAILS OF SIZE SHOWN TO EA PERPENDICULAR FRAMING BELOW. SPLITTING. 7. STRUCTURAL OCCUR AT BOTH SIDES OFNAILING WALL, STAGGER PANEL JOINTS AT 6. WHERE PREDRILL NAIL HOLESPANELS IF SPLITTING OCCURS. STAGGER TO PREVENT SPLITTING. EACH FACE SO THEY DO NOT FALL ON THE SAME STUD OR BLOCKING. 7. WHERE STRUCTURAL PANELS OCCUR AT BOTH SIDES OF WALL, STAGGER PANEL JOINTS AT 8. PROVIDE STRUCTURAL FULL ANDSTUD HEIGHT ALL EXTERIOR WALLS AND AT EACH FACE SO THEY DOPANELS NOT FALL ONLENGTH THE SAME OR OF BLOCKING. INTERIOR WALLS AS SHOWN ON SECTIONS AND DETAILS. MINIMUM STRUCTURAL PANEL NAILING BE STRUCTURAL TYPE UNO. SEE PLANS HEAVIER NAILINGOF LOCATIONS NOTED BY WALL 8. SHALL PROVIDE PANELS FULL FOR LENGTH AND HEIGHT ALL EXTERIOR WALLS ANDMARKS AT THUS: INTERIOR WALLSAAS SHOWN ON SECTIONS AND DETAILS. MINIMUM STRUCTURAL PANEL NAILING SHALL BE TYPE & DETAILS UNO. SEE PLANS FOR HEAVIER NAILING LOCATIONS MARKS SEE SECTIONS WHERENOTED EXTENTBY ISWALL INDICATED, A THUS: FOR SIDE OF WALL REMAINDER OF WALL LINE

REQUIRING STRUCTURAL SEE SECTIONS & DETAILS PANELS FOR SIDE OF WALL REQUIRING STRUCTURAL PANELS

X WALL X LINE WALL LINE

REQUIRES TYPE IS UNO WHERE EXTENT A INDICATED, REMAINDER OF WALL LINE REQUIRES TYPE A UNO IF NO EXTENT IS INDICATED THE ENTIRE WALL LINE REQUIRES THEISTYPE NOTED IF NO EXTENT INDICATED THE ENTIRE WALL LINE REQUIRES THE TYPE NOTED

STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNO: STEEL PRODUCT ASTM SPECIFICATION, UNO COMMENTS W & WT SHAPES A992, GRADE 50 Fy = 50ksi HP SHAPES A572, GRADE 50 Fy = 50ksi M, MT, S & ST SHAPES A36 Fy = 36ksi CHANNELS (C & MC) A36 Fy = 36ksi ANGLES A36 Fy = 36ksi PLATES & BARS A36,TYP, UNO Fy = 36ksi A572, GRADE 50 Fy = 50ksi RODS, PLAIN & ALL-THREADED A36 Fy = 36ksi RAISED-PATTERN FLOOR PLATE A786, MEETING ASTM A36 Fy = 36ksi PIPES A53, GRADE B Fy = 35ksi ROUND HSS A500, GRADE B Fy = 42ksi RECTANGULAR & SQUARE HSS A500, GRADE B Fy = 46ksi HIGH-STRENGTH BOLTS A325, HEAVY HEX, TYPE I Fy = 92ksi TWIST-OFF-TYPE TENSION-CONTROL BOLTS F1852, TYPE I BOLTS A307, GRADE A, HEX Fy = 60ksi WASHERS F844 PLATE WASHERS A36 Fy = 36ksi HARDENED WASHERS F436, TYPE I DIRECT-TENSION INDICATOR WASHERS F959, TYPE 325 NUTS FOR HS & TENSION CONTROL BOLTS A563, GRADE C, HEAVY HEX GRADE DH IF GALVANIZED NUTS FOR BOLTS & RODS A563, HEAVY HEX, GRADE A TYP, UNO GRADE DH IF GALVANIZED GRADE DH W/ F1554 GRADE 105 BOLTS ANCHOR BOLTS & RODS F1554, CLASS 2A, S3 (HEADED OR THREADED & NUTTED) GRADE 36 TYP, UNO Fy = 36ksi GRADE 55, S1 & S4 Fy = 55ksi GRADE 105, S4 & S5 Fy = 105ksi WELDED HEADED STUDS, SHEAR STUDS, A108, GRADES 1010 - 1020 & WELDED THREADED STUDS DEFORMED BAR ANCHORS A496 Fy = 75ksi WELD FILLER METAL AWS D1.1 Fy = 70ksi TURNBUCKLES F1145 & AISI C-1035 CLEVISES, CLEVIS PINS, COTTER PINS AISI C-1035 EYENUTS & EYEBOLTS AISI C-1030 SLEEVE NUTS AISI C-1018, GRADE 2 RECESSED NUTS & PINS A36 COUPLING NUTS AISI 12L14 CARBON STEEL EXPOSED INTERIOR STEEL SHALL RECEIVE ONE COAT OF PRIMER PAINT, UNO. DO NOT PAINT SURFACES IN DIRECT CONTACT WITH CONCRETE OR MASONRY, WHERE FIELD WELDING IS REQUIRED, WHERE FIRE-PROOFING IS REQUIRED OR CONTACT SURFACES OF STEEL-TO-STEEL, AND DECK-TO-STEEL CONNECTIONS. CONCEALED STEEL DOES NOT REQUIRE PAINT, UNO.

PROVIDE CONCRETE / MASONRY COVER AT STEEL BELOW GRADE. STEEL EMBEDDED IN CONCRETE CAST AGAINST EARTH SHALL HAVE 3" MIN COVER. STEEL EMBEDDED IN FORMED CONCRETE OR MASONRY SHALL HAVE 2" MIN COVER.

WELDING MATERIALS & PROCEDURES SHALL CONFORM WITH AWS D1.1. AND AWS D1.8 WHERE APPLICABLE.

MINIMUM SIZE OF FILLET WELDS: 1/8" FOR MATERIAL 1/8" TO 1/4" THICK, 3/16" FOR MATERIAL OVER 1/4" TO 1/2" THICK, 1/4" FOR MATERIAL OVER 1/2" TO 3/4" THICK, AND 5/16" FOR MATERIAL OVER 3/4" THICK. MATERIAL THICKNESS IS FOR THINNER PART JOINED. SINGLE PASS WELDS MUST BE USED FOR SIZES SHOWN. SIZE OF WELD IS LEG DIMENSION OF FILLET. MINIMUM EFFECTIVE LENGTH OF FILLET WELDS SHALL BE NOT LESS THAN FOUR TIMES THE FILLET SIZE. MINIMUM EFFECTIVE LENGTH OF INTERMITTENT FILLET WELDS SHALL BE 1 1/2".

GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION WELDS, UNO. GROOVE WELDS SHALL BE TERMINATED AT THE END OF JOINTS IN A MANNER THAT WILL ENSURE SOUND WELDS. USE WELD TABS AND BACKING BARS ALIGNED TO PROVIDE AN EXTENSION OF THE JOINT PREPARATION. REMOVE EXTENSIONS UPON COMPLETION & COOLING OF THE WELD. GRIND ENDS OF THE WELD SMOOTH AND FLUSH WITH THE EDGES OF THE ABUTTING PARTS.

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

SEAL FESSIONA PRO L ED RRY J. VOLKE E

No. S3737

A RU C T UR O F OF I CAL

05/15/2019 PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

10. WHERE "ALL AROUND" FILLET WELDS ARE INDICATED AT CONCEALED/NON-EXPOSED SQUARE OR RECTANGULAR HSS CONNECTIONS TO PLATES, FILLET WELDS ARE NOT REQUIRED AT RADIUSED CORNERS , UNO. 11. BOLTS FOR STEEL-TO-STEEL CONNECTIONS SHALL BE PLACED IN STANDARD SIZE HOLES, TYP UNO. BOLTS FOR STEEL-TO-CONCRETE/MASONRY CONNECTIONS SHALL BE PLACED IN ANCHOR ROD HOLES, TYP UNO. HOLE DIMENSIONS SHALL BE AS SHOWN IN TABLES BELOW. USE STANDARD AISC PITCH & GAGE FOR BOLTED CONNECTIONS, UNO.

ISSUED

MARK

12. BOLTS AND RODS SHALL BE CUT-THREAD TYPE WITH FULL DIAMETER BODY STYLE MEETING REQUIREMENTS OF ASME B18.2.1. THE BODY DIAMETER SHALL NOT BE LESS THAN THE MINIMUM MAJOR DIAMETER WHEN THREADS ARE CUT. REDUCED DIAMETER BODY STYLE ROLLED THREAD BOLTS OR RODS ARE NOT PERMITTED.

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

13. STEEL-TO-STEEL BOLTED CONNECTIONS SHALL BE ASSEMBLED UTILIZING HIGH-STRENGTH OR TWIST-OFF-TYPE TENSION CONTROL BOLT ASSEMBLIES, UNO. A BOLT ASSEMBLY CONSISTS OF A MINIMUM OF A BOLT, A HARDENED WASHER AND A NUT. THE HARDENED WASHER SHALL BE PLACED UNDER THE TURNED ELEMENT OF THE BOLT ASSEMBLY. ALSO PROVIDE A HARDENED WASHER AT BOLT HEADS OR NUTS BEARING ON SHORT SLOTTED HOLES. ALSO PROVIDE A 5/16" MINIMUM THICKNESS PLATE WASHER OR CONTINUOUS BAR WITH STD HOLES AT BOLT HEADS OR NUTS BEARING ON LONG SLOTTED HOLES. 14. IF DIRECT-TENSION-INDICATOR (DTI) WASHERS ARE USED, A "DTI" BOLT ASSEMBLY CONSISTS OF A MINIMUM OF A HIGH STRENGTH BOLT, A HARDENED WASHER, A "DTI" WASHER AND A NUT. INSTALL THE "DTI" WITH THE BUMPS FACING THE UNDERSIDE OF THE BOLT HEAD OR NUT. THE HARDENED WASHER SHALL BE PLACED UNDER THE TURNED ELEMENT OF THE "DTI" BOLT ASSEMBLY. IF THE "DTI" IS PLACED UNDER THE TURNED ELEMENT OF THE BOLT ASSEMBLY, PLACE THE HARDENED WASHER BETWEEN THE "DTI" AND THE TURNED ELEMENT. ALSO PROVIDE A HARDENED WASHER AT "DTI"s, BOLT HEADS OR NUTS BEARING ON OVERSIZE OR SHORT SLOTTED HOLES. ALSO PROVIDE A 5/16" MINIMUM THICKNESS PLATE WASHER OR CONTINUOUS BAR W/ STD HOLES AT "DTI"s, BOLT HEADS OR NUTS BEARING ON LONG SLOTTED HOLES. 15. BOLT HEADS, NUTS OR "DTI"S OF BOLTED STEEL-TO-STEEL AND STEEL-TO-CONCRETE/ MASONRY CONNECTIONS BEARING ON SLOPING SURFACES SHALL USE A BEVELED HARDENED WASHER IN THE BOLT ASSEMBLY AT THAT SURFACE.

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

16. HIGH-STRENGTH BOLT ASSEMBLIES SHALL BE PRE-TENSIONED. FAYING SURFACES OF HIGHSTRENGTH BOLT ASSEMBLIES SHALL BE PREPARED AS REQUIRED FOR CLASS A OR BETTER SLIP-CRITICAL JOINTS. AGENCY

17. WOOD MEMBERS IN PARALLEL CONTACT WITH STEEL SHALL BE BOLTED WITH 5/8" DIA WELDED THREADED STUDS STAGGERED AT 2'-8" OC MAX, TYP. PROVIDE ADDITIONAL STUDS @ 5" MIN AND 9" MAX FROM ENDS, SPLICES & HOLES OR NOTCHES GREATER THAN 1/3 THE WOOD MEMBER WIDTH.

HOLE DIMENSIONS AT STEEL TO STEEL CONNECTIONS BOLT DIA, D

STANDARD (DIA)

OVERSIZED (DIA)

SHORT SLOT LONG SLOT (WIDTH X LENGTH) (WIDTH X LENGTH)

1/2"

9/16"

5/8"

9/16" x 11/16"

9/16" x 1 1/4"

5/8"

11/16"

13/16"

11/16" x 7/8"

11/16" x 1 9/16"

3/4"

13/16"

15/16"

13/16" x 1"

13/16" x 1 7/8"

7/8"

15/16"

1 1/16"

15/16" x 1 1/8"

15/16" x 2 3/16"

1 1/16"

1 1/4"

1 1/16" x 1 5/16"

1 1/16" x 2 1/2"

1 1/8" & GREATER

D + 1/16"

D + 5/16"

(D + 1/16")x(D + 3/8") (D + 1/16")x(2.5 x D)

HOLE DIMENSIONS AT STEEL TO CONCRETE / MASONRY CONNECTIONS BOLT DIA

ANCHOR ROD HOLE DIA

BOLT DIA

ANCHOR ROD HOLE DIA

1/2"

15/16"

1 1/4"

2 1/16"

24. BLOCKING SHOWN ON THE STRUCTURAL DRAWINGS IS FOR STRUCTURAL PURPOSES ONLY. SEE ALL OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL BLOCKING REQUIRED FOR FINISHES, FIRE AND DRAFT STOPS, THE ATTACHMENT OF NONSTRUCTURAL ITEMS, OR ANY OTHER REASON.

5/8"

1 1/16"

1 1/2"

2 5/16"

3/4"

1 5/16"

1 3/4"

2 3/4"

7/8"

1 9/16"

3 1/4"

25. FRAMING MEMBERS (INCLUDING BLOCKING) SHALL BE CUT TO PROVIDE TIGHT FIT AND FULL BEARING AT ALL CONTACT SURFACES. CUT MEMBERS TO MATCH SIZE, DEPTH, SLOPE OR ANGLE SHOWN WHERE SHAPED SURFACES OR NOTCHES ARE INDICATED. DO NOT OVERCUT.

1 13/16"

2 1/2"

3 3/4"

PLATE WASHER SCHEDULE (WITH STANDARD HOLE AT CENTER)

WASHER SCHEDULE FOR BOLTS & LAG SCREWS IN WOOD

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

LOCATION

JOISTS, RAFTERS, TIES, STRUTS, BRACES LAPS TO SIDES OF OTHER MEMBERS FOR EACH 2" OF THE DEEPEST MEMBER DEPTH

S-_061800_N001A 170126. Q2

NAILS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1667 INCLUDING THE NAIL BENDING YIELD STRENGTHS OF SUPPLEMENTARY REQUIREMENT S1. NAILS SHALL BE STEEL WIRE COMMON NAILS UNO, OF THE SIZE INDICATED. INSTALL NAILS SUCH THAT END DISTANCES, EDGE DISTANCES AND SPACINGS ARE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. PREDRILL NAIL HOLES IN WOOD MEMBERS EQUAL TO 75% OF NAIL DIAMETER WHEN NECESSARY TO PREVENT SPLITTING.

NAILING SCHEDULE (UNO) CONNECTION / MEMBERS

GLUED-LAMINATED TIMBER

WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS FOR THEIR TYPE. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF DOC PS-1. WOOD-BASED STRUCTURAL-USE PANELS SHALL CONFORM TO THE REQUIREMENTS OF DOC PS-2. EACH PANEL SHALL BE IDENTIFIED FOR GRADE AND ADHESIVE BOND CLASSIFICATION TYPE BY THE TRADEMARKS OF AN APPROVED TESTING AND GRADING AGENCY. EACH PANEL SHALL BEAR A "SIZED FOR SPACING" MARK. PANEL SPAN INDEX AND THICKNESS SHALL BE AS INDICATED FOR THE INSTALLED LOCATION.

S-_061100_N004A 170126. Q2

SAWN LUMBER FRAMING SHALL BE INDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING OR INSPECTION AGENCY IN CONFORMANCE WITH DOC PS-20. EACH PIECE OF FRAMING SHALL BE IDENTIFIED BY THE GRADE MARK SIGNIFYING CONFORMANCE WITH THE SPECIES, GRADE, SIZE AND SEASONING PROVISIONS. FRAMING LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% WHEN INSTALLED. FRAMING 4X AND LARGER SHALL BE FREE OF HEART CENTER. SPECIES SHALL BE DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM GRADES: 2X & 3X FRAMING NO. 2 4X FRAMING NO. 1 6X AND LARGER FRAMING SELECT STRUCTURAL

CARPENTRY NAILING SCHEDULE

EER GIN EN R

S-_061100_N003A 170125. Q2

L N IA

ROUGH CARPENTRY

REGIST ER K

BOLT DIA

STEEL PLATE SIZE

BOLT DIA

STEEL PLATE SIZE

BOLT OR LAG DIA

STEEL PLATE WASHER SIZE & HOLE DIA AT CL

MALLEABLE IRON WASHER (ASTM A47)

1/2"

3/16" x 1 1/2" SQ

1 1/4"

1/2" x 3 1/2" SQ

1/2"

.229" x 3" SQ W/ 9/16" DIA HOLE

1/4" x 2 1/2" DIA

5/8"

1 /4" x 1 3/4" SQ

1 1/2"

1/2" x 4" SQ

5/8"

.229" x 3" SQ W/ 11/16" DIA HOLE

5/16" x 2 3/4" DIA

3/4"

1 /4" x 2" SQ

1 3/4"

5/8" x 4 1/2" SQ

3/4"

.229" x 3" SQ W/ 13/16" DIA HOLE

7/16" x 3" DIA

7/8"

5/16" x 2 1/2" SQ

3/4" x 5" SQ

7/8"

5/16" x 3" SQ W/ 15/16" DIA HOLE

7/16" x 3 1/2" DIA

3/8" x 3" SQ

2 1/2"

7/8" x 6" SQ

3/8" x 3 1/2" SQ W/ 1 1/16" DIA HOLE

1/2" x 4" DIA

TITLE

TYPICAL NOTES

SHEET

S-013

017294 ?00.00.00? LIONAKIS 2017

S-_056000_N005A S-_056000_N005A 170127. 170127. Q2 Q2

1. 1. REFERENCES REFERENCES TO TO "EPOXY" "EPOXY" OR OR "CHEMICAL" "CHEMICAL" ANCHORS ANCHORS EMBEDDED EMBEDDED IN IN CONCRETE CONCRETE SHALL SHALL REFER REFER TO TO THESE THESE NOTES. NOTES.

SCREW ANCHORS IN CONCRETE

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

4. 4. EMBEDMENT EMBEDMENT DEPTHS DEPTHS SHALL SHALL BE BE 88 TIMES TIMES THE THE NOMINAL NOMINAL DIAMETER DIAMETER OF OF ANCHOR, ANCHOR, UNO. UNO. 5. 5. CONCRETE CONCRETE SHALL SHALL MEET MEET THE THE SPECIFIED SPECIFIED DESIGN DESIGN STRENGTH STRENGTH PRIOR PRIOR TO TO INSTALLATION, INSTALLATION, AND AND SHALL SHALL HAVE HAVE A A MINIMUM MINIMUM AGE AGE OF OF 21 21 DAYS, DAYS, UNO. UNO. 6. 6. TEST TEST LOADS LOADS SHALL SHALL BE BE AS AS INDICATED INDICATED IN IN DRAWINGS. DRAWINGS. IF IF NO NO TEST TEST LOAD LOAD IS IS SPECIFIED, SPECIFIED, TEST TEST LOAD LOAD SHALL SHALL BE BE 1000 1000 LBS. LBS.

S-_056000_N004A S-_056000_N004A 170127. 170127. Q2 Q2

1. 1. EMBEDMENT EMBEDMENT SHALL SHALL BE BE AS AS INDICATED INDICATED IN IN THE THE TABLE TABLE BELOW, BELOW, TYP TYP UNO. UNO. ALL ALL EMBEDMENTS EMBEDMENTS SPECIFIED SPECIFIED ARE ARE NOMINAL NOMINAL EMBEDMENT EMBEDMENT DEPTHS DEPTHS REQUIRED REQUIRED

2. 2. ACCEPTABLE ACCEPTABLE ADHESIVE ADHESIVE PRODUCTS PRODUCTS ARE: ARE: •• "HILTI" HIT-RE 500 V3 (ICC "HILTI" HIT-RE 500 V3 (ICC ESR-3814) ESR-3814) •• "HILTI" "HILTI" HIT-HY-200 HIT-HY-200 (ICC (ICC ESR-3187) ESR-3187) •• "SIMPSON" "SIMPSON" SET-XP SET-XP (ICC (ICC ESR-2508) ESR-2508) •• "SIMPSON" "SIMPSON" AT-XP AT-XP (IAPMO (IAPMO ER-263) ER-263) •• "DEWALT" "DEWALT" PURE PURE 100+ 100+ (ICC (ICC ESR-3298) ESR-3298) •• "DEWALT" "DEWALT" AC200+ AC200+ GOLD GOLD (ICC (ICC ER-4027) ER-4027) 3. 3. THREADED THREADED ROD ROD AND AND REBAR REBAR USED USED W/ W/ ADHESIVE ADHESIVE ANCHORS ANCHORS SHALL SHALL MEET MEET THE THE REQUIREMENTS REQUIREMENTS OF OF THE THE EVALUATION EVALUATION AGENCY AGENCY REPORT. REPORT.

ANCHOR 3/8" 1/2" 1/4" ANCHOR DIA DIA 1/4" 3/8" 1/2" STD STD EMBED, EMBED, 3" 11 5/8" 5/8" 22 1/8" 1/8" 3" Hnom Hnom TYP TYP UNO UNO MIN MIN CONC CONC ** 33 1/4" 44 3/4" 1/4" 4" 3/4" 4" THICKNESS, THICKNESS, TT MAX MAX INSTALLATION INSTALLATION 18 40 45 18 40 45 TORQUE TORQUE (LB-FT) (LB-FT) TORQUE TORQUE TEST TEST 20 99 23 20 23 LOAD LOAD (LB-FT) (LB-FT) **

5/8" 5/8"

3/4" 3/4"

UNDERSIDE OF CONC OVER STEEL DECK LOWER FLUTE UPPER FLUTE 1/4"

3/8"

1/2"

1/4"

3/8"

1/2"

1 5/8"

2 1/4"

5" 5"

66 1/4" 1/4" 1 5/8"

2 1/2"

7" 7"

88 1/4" 1/4"

SEE DIAGRAM BELOW T = 3 1/4" MIN, C = 1 1/4" MIN

85 85

115 115

43 43

58 58

T= T= 22 1/2" 1/2" AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

GENERAL GENERAL CONCRETE CONCRETE & & TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STL STL DECK DECK

ANCHOR ANCHOR DIA DIA STD STD EMBED, EMBED, Hnom Hnom TYP TYP UNO UNO MIN MIN CONC CONC THICKNESS, THICKNESS, TT

MAX MAX INSTALLATION INSTALLATION TORQUE TORQUE (LB-FT) (LB-FT) TORQUE TORQUE TEST TEST LOAD LOAD (LB-FT) (LB-FT)

1/4" 1/4"

1/2" 11 5/8" 5/8" 22 1/2"

33 1/4" 1/4"

5/8" 5/8"

3/4" 3/4"

1/4"

33 1/4" 1/4"

4" 4"

55 1/2" 1/2"

1 5/8"

** 4" 4"

5" 5"

6" 6"

3/8"

1/2"

2 1/2" 3 1/2"

1/4"

3/8"

1/2"

1 5/8"

1 7/8"

SEE DIAGRAM BELOW T = 1 1/2" MIN IN LOWER FLUTE T = 3 1/4" MIN IN UPPER FLUTE C = 3/4" MIN

88 3/4" 3/4"

24 24

50 50

65 65

100 100

150 150

12 12

25 25

33 33

50 50

75 75

T= T= 33 1/4" 1/4" AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

"DEWALT" "DEWALT" SCREWBOLT+ SCREWBOLT+ INSTALLED INSTALLED IN IN NORMAL NORMAL WEIGHT WEIGHT OR OR LIGHT LIGHT WEIGHT WEIGHT CONCRETE CONCRETE (f'c (f'c == 3000 3000 PSI PSI MIN) MIN) (ICC REPORT ESR 3889) (ICC REPORT ESR 3889) GENERAL GENERAL CONCRETE CONCRETE & & TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STL STL DECK DECK

22 5/16" 5/16" ** ** 33 5/8" 5/8"

5/8" 5/8"

3/4" 3/4"

44 1/2" 1/2"

55 5/8" 5/8"

** 4" 4"

** 6" 6"

6" 6"

8" 8"

25 25

40 40

60 60

110 110

3/8"

1/2"

5/8"

2 3/8" 3 5/8" 2 3/8" SEE DIAGRAM BELOW T = 1 1/2" MIN, C = 5/8" MIN 40

ANCHOR ANCHOR DIA DIA STD STD EMBED, EMBED, Hnom Hnom TYP TYP UNO UNO MIN MIN CONC CONC THICKNESS, THICKNESS, TT TORQUE TORQUE TEST TEST LOAD LOAD (LB-FT) (LB-FT)

UNDERSIDE OF CONC O/ STEEL DECK

1/4" 1/4"

3/8" 3/8"

1/2" 1/2"

5/8" 5/8"

3/4" 3/4"

3/8"

1/2"

5/8"

11 3/4" 3/4"

11 7/8" 7/8"

**3 **3 7/8" 7/8"

33 3/8" 3/8"

44 1/8" 1/8"

2 3/4"

3 3/8"

33 1/4" 1/4"

** 44 1/2" 1/2"

55 1/2" 1/2"

66 3/4" 3/4"

30 30

60 60

90 90

150 150

SEE DIAGRAM BELOW T = 1 1/2" MIN, C = 1/2" MIN

UNDERSIDE UNDERSIDE OF OF CONC CONC OVER OVER STEEL STEEL DECK DECK LOWER FLUTE UPPER FLUTE

1/2" 1/2"

5/8" 5/8"

3/4" 3/4"

3/8"

1/2"

5/8"

3/8"

1/2"

11 5/8" 5/8"

2" 2"

3" 3"

4" 4"

44 1/4" 1/4"

2 1/8"

2 1/2"

33 1/4" 1/4" 33 1/2" 1/2" 55 1/4" 1/4"

6" 6"

25 25

45 45

60 60

70 70

18 18

30 30

75 75

100 100

SEE DIAGRAM BELOW T = 1 1/2" MIN IN LOWER FLUTE T = 3 1/4" MIN IN UPPER FLUTE C = 3/4" MIN

** TT == 33 1/4" 1/4" MIN MIN AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK ** ** STD STD EMBED EMBED == 22 3/4" 3/4" AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

"DEWALT" "DEWALT" POWER-STUD+ POWER-STUD+ SD2 SD2 INSTALLED INSTALLED IN IN NORMAL WEIGHT OR LIGHT WEIGHT CONCRETE (f'c = 3000 NORMAL WEIGHT OR LIGHT WEIGHT CONCRETE (f'c = 3000 PSI PSI MIN) MIN) (ICC (ICC REPORT REPORT ESR ESR 2502) 2502)

ANCHOR ANCHOR DIA DIA STD STD EMBED, EMBED, Hnom Hnom TYP TYP UNO UNO MIN CONC MIN CONC THICKNESS, THICKNESS, TT TORQUE TORQUE TEST TEST LOAD LOAD (LB-FT) (LB-FT)

3/8" 3/8"

1/2" 1/2"

**2 **2 3/8" 3/8" **3 **3 3/4" 3/4"

UNDERSIDE OF CONC O/ STEEL DECK

5/8" 5/8"

3/4" 3/4"

3/8"

1/2"

5/8"

3/4"

44 7/8" 7/8"

55 3/4" 3/4"

2 3/8"

2 1/2"

3 5/8"

4 1/2"

** 4" 4"

*5 *5 3/4" 3/4"

66 1/2" 1/2"

10" 10"

20 20

40 40

60 60

110 110

** TT == 22 1/2" 1/2" MIN MIN AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK ** ** STD STD EMBED EMBED == 22 1/2" 1/2" AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

T= T= 22 1/2" 1/2" AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

SEE DIAGRAM BELOW T = 3 1/4" MIN, C = 3/4" MIN

REVIEWED FOR SS

✔

DATE:

FLS

ACS

✔

07/03/2019

2. 2. INSTALLATION INSTALLATION OF OF ADHESIVE ADHESIVE ANCHORS ANCHORS INSTALLED INSTALLED IN IN HORIZONTAL HORIZONTAL OR OR UPWARDLY UPWARDLY INCLINED INCLINED ORIENTATIONS ORIENTATIONS RESISTING RESISTING SUSTAINED SUSTAINED TENSION TENSION LOADS LOADS (AS (AS SPECIFICALLY SPECIFICALLY NOTED NOTED ON ON DETAILS) DETAILS) SHALL SHALL BE BE PERFORMED PERFORMED BY BY PERSONNEL PERSONNEL CERTIFIED CERTIFIED BY BY AN AN APPLICABLE APPLICABLE CERTIFICATION CERTIFICATION PROGRAM. PROGRAM. CERTIFICATION CERTIFICATION SHALL SHALL INCLUDE INCLUDE A A WRITTEN WRITTEN TEST TEST AND AND PERFORMANCE PERFORMANCE TEST TEST IN IN ACCORDANCE ACCORDANCE WITH WITH THE THE ACI/CRSI ACI/CRSI ADHESIVE ADHESIVE ANCHOR ANCHOR INSTALLER INSTALLER CERTIFICATION CERTIFICATION PROGRAM, PROGRAM, OR OR EQUIVALENT. EQUIVALENT. CERTIFICATION CERTIFICATION PROGRAM PROGRAM SHALL SHALL BE BE SUBMITTED SUBMITTED TO TO STRUCTURAL STRUCTURAL ENGINEER ENGINEER FOR FOR REVIEW REVIEW AND AND APPROVAL APPROVAL PRIOR PRIOR TO TO INSTALLATION. INSTALLATION.

110

4. 4. ANCHOR ANCHOR INSTALLATION INSTALLATION & & CURE CURE TEMPERATURES TEMPERATURES SHALL SHALL FOLLOW FOLLOW EVALUATION EVALUATION AGENCY AGENCY REPORT REPORT & & MANUFACTURER'S MANUFACTURER'S PUBLISHED PUBLISHED INSTALLATION INSTALLATION INSTRUCTIONS. INSTRUCTIONS. 5. 5. WHEN WHEN INSTALLING INSTALLING ANCHORS ANCHORS IN IN CONCRETE CONCRETE OR OR MASONRY, MASONRY, DO DO NOT NOT DAMAGE DAMAGE REINFORCING REINFORCING (REBAR (REBAR AND/OR AND/OR PRE/POST PRE/POST TENSIONED TENSIONED STRANDS). STRANDS). LOCATE LOCATE ALL ALL REINFORCING REINFORCING AT AT AFFECTED AFFECTED AREAS AREAS USING USING NON-DESTRUCTIVE NON-DESTRUCTIVE MEANS MEANS PRIOR PRIOR TO TO INSTALLING INSTALLING ANCHORS. ANCHORS. MAINTAIN MAINTAIN A A MINIMUM MINIMUM CLEARANCE CLEARANCE OF OF TWO TWO INCHES INCHES BETWEEN BETWEEN THE THE REINFORCEMENT REINFORCEMENT AND AND THE THE ANCHOR. ANCHOR.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

INSPECTION INSPECTION 1. 1. PROVIDE PROVIDE SPECIAL SPECIAL INSPECTION INSPECTION AS AS REQUIRED REQUIRED BY BY THE THE EVALUATION EVALUATION AGENCY AGENCY REPORT REPORT AND AND ENFORCEMENT ENFORCEMENT AGENCY. AGENCY. WHERE WHERE EVALUATION EVALUATION AGENCY AGENCY REPORT REPORT PERMITS PERMITS EITHER EITHER PERIODIC PERIODIC OR OR CONTINUOUS CONTINUOUS INSPECTION, INSPECTION, USE USE CONTINUOUS. CONTINUOUS. 2. 2. ADHESIVE ADHESIVE ANCHORS ANCHORS INSTALLED INSTALLED IN IN HORIZONTAL HORIZONTAL OR OR UPWARDLY UPWARDLY INCLINED INCLINED ORIENTATIONS ORIENTATIONS RESISTING RESISTING SUSTAINED SUSTAINED TENSION TENSION LOADS LOADS (AS (AS SPECIFICALLY SPECIFICALLY NOTED NOTED ON ON DETAILS) DETAILS) SHALL SHALL BE BE CONTINUOUSLY CONTINUOUSLY INSPECTED INSPECTED BY BY AN AN INSPECTOR INSPECTOR SPECIALLY SPECIALLY APPROVED APPROVED FOR FOR THAT THAT PURPOSE PURPOSE BY BY THE THE ENFORCEMENT ENFORCEMENT AGENCY. AGENCY. TESTING TESTING 1. 1. TEST TEST ANCHORS ANCHORS IN IN ACCORDANCE ACCORDANCE WITH WITH THE THE EVALUATION EVALUATION AGENCY AGENCY REPORT REPORT AND AND ENFORCEMENT AGENCY REQUIREMENTS FOR THE SPECIFIC ANCHOR ENFORCEMENT AGENCY REQUIREMENTS FOR THE SPECIFIC ANCHOR AND AND IN IN ACCORDANCE ACCORDANCE WITH WITH THE THE FREQUENCIES FREQUENCIES AND AND TEST TEST METHODS METHODS LISTED LISTED BELOW. BELOW. 2. 2. TESTS TESTS SHALL SHALL BE BE PERFORMED PERFORMED IN IN THE THE PRESENCE PRESENCE OF OF THE THE PROJECT PROJECT INSPECTOR INSPECTOR AND AND A A REPORT REPORT OF OF THE THE TEST TEST RESULTS RESULTS SHALL SHALL BE BE SUBMITTED SUBMITTED TO TO THE THE ENFORCEMENT ENFORCEMENT AGENCY AGENCY AND AND STRUCTURAL STRUCTURAL ENGINEER. ENGINEER. 3. 3. REACTION REACTION LOADS LOADS FROM FROM TEST TEST FIXTURE(S) FIXTURE(S) MAY MAY BE BE APPLIED APPLIED CLOSE CLOSE TO TO THE THE ANCHOR ANCHOR BEING BEING TESTED, TESTED, PROVIDED PROVIDED THE THE ANCHOR ANCHOR IS IS NOT NOT RESTRAINED RESTRAINED BY BY THE THE FIXTURE(S) FIXTURE(S) FROM FROM WITHDRAWING. WITHDRAWING. 4. 4. TEST TEST METHOD METHOD SHALL SHALL BE BE AS AS NOTED NOTED FOR FOR SPECIFIC SPECIFIC ANCHOR ANCHOR TYPES TYPES AND AND THE THE FOLLOWING FOLLOWING CRITERIA CRITERIA APPLY APPLY FOR FOR THE THE ACCEPTANCE ACCEPTANCE OF OF INSTALLED INSTALLED ANCHORS ANCHORS :: •• HYDRAULIC HYDRAULIC RAM RAM METHOD METHOD (TENSION (TENSION TESTING): TESTING): THE THE ANCHOR ANCHOR SHALL SHALL MAINTAIN MAINTAIN THE THE TEST TEST LOAD LOAD FOR FOR 15 15 SECONDS SECONDS AND AND SHALL SHALL HAVE HAVE NO NO OBSERVABLE OBSERVABLE MOVEMENT MOVEMENT AT AT THE THE APPLICABLE APPLICABLE TEST TEST LOAD. LOAD. A A PRACTICAL PRACTICAL WAY WAY TO TO DETERMINE DETERMINE OBSERVABLE OBSERVABLE MOVEMENT MOVEMENT IS IS THAT THAT THE THE WASHER WASHER UNDER UNDER THE THE NUT NUT BECOMES BECOMES LOOSE. LOOSE. •• TORQUE TORQUE WRENCH WRENCH METHOD METHOD (TORQUE (TORQUE TESTING): TESTING): •• THE THE APPLICABLE APPLICABLE TEST TEST TORQUE TORQUE MUST MUST BE BE REACHED REACHED WITHIN WITHIN THE THE FOLLOWING FOLLOWING LIMITS: LIMITS: •• ONE-HALF ONE-HALF (1/2) (1/2) TURN TURN OF OF THE THE NUT, NUT, TYP TYP UNO. UNO. •• ONE-QUARTER ONE-QUARTER (1/4) (1/4) TURN TURN OF OF THE THE NUT NUT FOR FOR THE THE 3/8" 3/8" SLEEVE SLEEVE ANCHOR ANCHOR ONLY. ONLY. •• ONE-QUARTER ONE-QUARTER (1/4) (1/4) TURN TURN OF OF THE THE SCREW SCREW AFTER AFTER INITIAL INITIAL SEATING SEATING OF OF THE THE SCREW SCREW HEAD HEAD FOR FOR SCREW SCREW ANCHORS. ANCHORS.

6. 6. IF IF ANY ANY ANCHOR ANCHOR FAILS FAILS TESTING, TESTING, ALL ALL ANCHORS ANCHORS OF OF THE THE SAME SAME CATEGORY CATEGORY NOT NOT PREVIOUSLY PREVIOUSLY TESTED TESTED SHALL SHALL BE BE TESTED TESTED UNTIL UNTIL 20 20 CONSECUTIVE CONSECUTIVE ANCHORS ANCHORS PASS, PASS, THEN THEN THE THE INITIAL INITIAL TESTING TESTING FREQUENCY FREQUENCY SHALL SHALL BE BE RESUMED. RESUMED.

SEAL FESSIONA PRO L ED RRY J. VOLKE E

APPLICATION APPLICATION

PERCENT PERCENT OF OF ALL ALL ANCHORS ANCHORS

SILL SILL PLATE PLATE BOLTING BOLTING AND AND REBAR REBAR AT AT SLAB SLAB ON ON GRADE, GRADE, UNO UNO

10 10 PERCENT PERCENT

STRUCTURAL STRUCTURAL EXCLUDING EXCLUDING SILL SILL PLATE PLATE BOLTING BOLTING

100 100 PERCENT PERCENT

NON-STRUCTURAL NON-STRUCTURAL INCLUDING INCLUDING EQUIPMENT EQUIPMENT ANCHORAGE ANCHORAGE

50 50 PERCENT PERCENT

No. S3737

A RU C T UR O F OF I CAL

05/15/2019 PROJECT

TEHAMA CENTER STUDENT SERVICES

TESTING TESTING FREQUENCY FREQUENCY

GENERAL GENERAL CONC CONC

INC:

INSTALLATION INSTALLATION 1. 1. INSTALL INSTALL PER PER REQUIREMENTS REQUIREMENTS OF OF THE THE EVALUATION EVALUATION AGENCY AGENCY REPORT REPORT & & MANUFACTURER'S MANUFACTURER'S PUBLISHED PUBLISHED INSTALLATION INSTALLATION INSTRUCTIONS INSTRUCTIONS FOR FOR THE THE SPECIFIC SPECIFIC ANCHOR. ANCHOR.

5. 5. TESTING TESTING FREQUENCIES FREQUENCIES SHALL SHALL BE BE AS AS INDICATED INDICATED IN IN THE THE TABLE TABLE BELOW. BELOW. WHEN WHEN MULTIPLE MULTIPLE ANCHORS ANCHORS ARE ARE USED USED IN IN A A SINGLE SINGLE GROUP GROUP OR OR CONNECTION, CONNECTION, THE THE PERCENT PERCENT OF OF ANCHORS ANCHORS TESTED TESTED AT AT EACH EACH LOCATION LOCATION SHALL SHALL BE BE AS AS INDICATED INDICATED BELOW. BELOW.

GENERAL GENERAL CONC CONC

APP. 02-117123

EER GIN EN R

3/8" 3/8"

THESE THESE NOTES NOTES SHALL SHALL APPLY APPLY TO TO THE THE INSTALLATION, INSTALLATION, INSPECTION, INSPECTION, AND AND TESTING TESTING OF OF EXPANSION, EXPANSION, ADHESIVE, ADHESIVE, AND AND SCREW SCREW ANCHORS. ANCHORS. USE USE SPECIFIC SPECIFIC PRODUCTS PRODUCTS WHERE WHERE INDICATED. INDICATED. IF IF A A SPECIFIC SPECIFIC PRODUCT PRODUCT // MANUFACTURER MANUFACTURER IS IS NOT NOT NOTED, NOTED, SELECT SELECT ANCHOR ANCHOR FROM FROM THE THE PROVIDED PROVIDED TABLES TABLES BASED BASED ON ON ANCHOR ANCHOR TYPE, TYPE, DIAMETER DIAMETER AND AND BASE BASE MATERIAL. MATERIAL. POST-INSTALLED POST-INSTALLED ANCHORS ANCHORS // REINFORCING ARE NOT PERMITTED TO REPLACE CAST-IN ANCHORS/REINFORCING REINFORCING ARE NOT PERMITTED TO REPLACE CAST-IN ANCHORS/REINFORCING UNLESS UNLESS SPECIFICALLY SPECIFICALLY NOTED. NOTED.

3. 3. ANCHOR ANCHOR INSTALLATION INSTALLATION SHALL SHALL MEET MEET THE THE MINIMUM MINIMUM EMBEDMENT, EMBEDMENT, EDGE EDGE DISTANCE, DISTANCE, SPACING, SPACING, AND AND BASE BASE MATERIAL MATERIAL THICKNESS THICKNESS CRITERIA CRITERIA ESTABLISHED ESTABLISHED BY BY THE THE RELEVANT RELEVANT EVALUATION EVALUATION AGENCY AGENCY REPORT REPORT & & MANUFACTURER'S MANUFACTURER'S PUBLISHED PUBLISHED INSTALLATION INSTALLATION INSTRUCTIONS. INSTRUCTIONS.

** TT == 33 1/4" 1/4" MIN MIN AT AT TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK ** STD EMBED = 2 3/8" AT TOPSIDE OF CONC ** STD EMBED = 2 3/8" AT TOPSIDE OF CONC O/ O/ STEEL STEEL DECK DECK

GENERAL GENERAL CONCRETE CONCRETE & & TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1/2" 1/2"

S-_056000_N002A S-_056000_N002A 170127. 170127. Q2 Q2

3/8" 3/8"

GENERAL GENERAL CONCRETE CONCRETE & & TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

1/4" 1/4"

19 19

ANCHOR ANCHOR DIA DIA STD EMBED, STD EMBED, Hnom Hnom TYP TYP UNO UNO MIN MIN CONC CONC THICKNESS, THICKNESS, TT TORQUE TORQUE TEST TEST LOAD LOAD (LB-FT) (LB-FT)

UNDERSIDE OF CONC O/ STEEL DECK

POST INSTALLED ANCHORS

MAX MAX INSTALLATION INSTALLATION TORQUE TORQUE (LB-FT) (LB-FT) TORQUE TORQUE TEST TEST LOAD LOAD (LB-FT) (LB-FT)

GENERAL GENERAL CONCRETE CONCRETE & & TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STEEL STEEL DECK DECK

ANCHOR ANCHOR DIA DIA STD STD EMBED, EMBED, Hnom Hnom TYP TYP UNO UNO MIN MIN CONC CONC THICKNESS, THICKNESS, TT

"HILTI" "HILTI" KWIK KWIK BOLT-TZ BOLT-TZ INSTALLED INSTALLED IN IN NORMAL NORMAL WEIGHT WEIGHT OR OR LIGHT LIGHT WEIGHT WEIGHT CONCRETE CONCRETE (f'c (f'c == 3000 3000 PSI PSI MIN) MIN) (ICC REPORT ESR 1917) (ICC REPORT ESR 1917)

UNDERSIDE OF CONC OVER STEEL DECK LOWER FLUTE UPPER FLUTE

1/2" 1/2"

3/8" 3/8"

S-_056000_N004A S-_056000_N004A 170127. 170127. Q2 Q2

"SIMPSON" "SIMPSON" STRONG-BOLT STRONG-BOLT 22 INSTALLED INSTALLED IN IN NORMAL NORMAL WEIGHT WEIGHT OR OR LIGHT LIGHT WEIGHT WEIGHT CONCRETE CONCRETE (f'c (f'c == 3000 3000 PSI PSI MIN) MIN) (ICC (ICC REPORT REPORT ESR ESR 3037) 3037)

"SIMPSON" "SIMPSON" TITEN TITEN HD HD INSTALLED INSTALLED IN IN NORMAL NORMAL WEIGHT WEIGHT OR OR LIGHT LIGHT WEIGHT WEIGHT CONCRETE CONCRETE (f'c (f'c == 3000 3000 PSI PSI MIN) MIN) (ICC REPORT ESR 2713) (ICC REPORT ESR 2713)

EXPANSION ANCHORS IN CONCRETE

"HILTI" "HILTI" KWIK KWIK HUS-EZ HUS-EZ (KH-EZ) (KH-EZ) // KWIK KWIK HUS-EZ1 HUS-EZ1 (KH-EZ1) (KH-EZ1) INSTALLED INSTALLED IN IN NORMAL NORMAL WEIGHT WEIGHT OR OR LIGHT LIGHT WEIGHT WEIGHT CONCRETE CONCRETE (f'c (f'c == 3000 3000 PSI PSI MIN) MIN) (ICC REPORT ESR 3027) (ICC REPORT ESR 3027) GENERAL GENERAL CONCRETE CONCRETE & & TOPSIDE TOPSIDE OF OF CONC CONC O/ O/ STL STL DECK DECK

L N IA

ADHESIVE ANCHORS IN CONCRETE

REGIST ER K

770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

ISSUED

MARK

POWER ACTUATED FASTENERS

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

S-_056000_N001A S-_056000_N001A 180306. 180306. Q2 Q2

1. 1. POWER POWER ACTUATED ACTUATED FASTENERS FASTENERS SHALL SHALL BE BE "HILTI" "HILTI" X-U X-U (ICC (ICC ESR ESR 2269), 2269), "SIMPSON" "SIMPSON" PDPA PDPA (ICC (ICC ESR ESR 2138), 2138), OR OR "DEWALT" "DEWALT" POWER POWER DRIVEN DRIVEN FASTENERS FASTENERS (ICC (ICC ESR ESR 2024), 2024), TYP TYP UNO. UNO.

2. 2. INSTALLATION INSTALLATION OF OF FASTENERS FASTENERS SHALL SHALL BE BE IN IN ACCORDANCE ACCORDANCE WITH WITH THE THE EVALUATION EVALUATION AGENCY AGENCY REPORT. REPORT. INSTALL INSTALL FASTENERS FASTENERS WITH WITH SUFFICIENT SUFFICIENT EDGE EDGE DISTANCE DISTANCE AND AND SPACING SPACING TO TO ACHIEVE ACHIEVE FULL FULL CAPACITY, CAPACITY, UNO. UNO. 3. 3. FASTENERS FASTENERS TO TO CONCRETE CONCRETE OR OR MASONRY MASONRY SHALL SHALL HAVE HAVE 1" 1" MIN MIN EMBEDMENT EMBEDMENT (1 (1 1/4" 1/4" MIN MIN FOR FOR "SIMPSON" "SIMPSON" PDPA PDPA IN IN MASONRY), MASONRY), TYP TYP UNO. UNO. 4. 4. FASTENERS FASTENERS TO TO STRUCTURAL STRUCTURAL STEEL STEEL SHALL SHALL HAVE HAVE MIN MIN EMBEDMENT EMBEDMENT TO TO STEEL STEEL PER PER MANUFACTURER, MANUFACTURER, TYP TYP UNO. UNO.

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

5. 5. FASTENERS FASTENERS MAY MAY NOT NOT BE BE USED USED FOR FOR TENSION TENSION LOADS LOADS EXCEPT EXCEPT FOR FOR THE THE FOLLOW FOLLOW CONDITIONS: CONDITIONS: •• VERTICAL VERTICAL SUSPENSION SUSPENSION WIRES WIRES FOR FOR ACOUSTICAL ACOUSTICAL TILE TILE OR OR LAY-IN LAY-IN CEILINGS CEILINGS •• VERTICAL VERTICAL SUPPORTS SUPPORTS OF OF MECH MECH DUCTS, DUCTS, CONDUITS, CONDUITS, ETC ETC WHERE WHERE THE THE SERVICE SERVICE LOAD LOAD ON ON EACH EACH ANCHOR ANCHOR DOES DOES NOT NOT EXCEED EXCEED 90 90 LBS LBS FOR FOR FASTENERS FASTENERS IN IN CONCRETE CONCRETE OR OR 250 250 LBS LBS FOR FOR FASTENERS FASTENERS IN IN STRUCTURAL STRUCTURAL STEEL. STEEL. •• FASTENERS FASTENERS ARE ARE NOT NOT PERMITTED PERMITTED AT AT SEISMIC SEISMIC BRACING BRACING ATTACHMENTS. ATTACHMENTS.

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

6. 6. WHEN WHEN INSTALLING INSTALLING FASTENERS FASTENERS IN IN PRE/POST-TENSIONED PRE/POST-TENSIONED CONCRETE CONCRETE DO DO NOT NOT DAMAGE DAMAGE STRANDS. STRANDS. LOCATE LOCATE STRANDS STRANDS AT AT AFFECTED AFFECTED AREAS AREAS USING USING NON-DESTRUCTIVE NON-DESTRUCTIVE MEANS MEANS PRIOR PRIOR TO TO INSTALLING INSTALLING FASTENERS. FASTENERS. MAINTAIN MAINTAIN A A MINIMUM MINIMUM CLEARANCE CLEARANCE OF OF 2" 2" BETWEEN BETWEEN THE THE STRANDS STRANDS AND AND THE THE FASTENERS. FASTENERS. 7. 7. THE THE OPERATOR, OPERATOR, TOOL, TOOL, & & FASTENER FASTENER SHALL SHALL BE BE PRE-QUALIFIED PRE-QUALIFIED BY BY THE THE PROJECT PROJECT INSPECTOR INSPECTOR WHO WHO SHALL SHALL OBSERVE OBSERVE THE THE TESTING TESTING OF OF THE THE FIRST FIRST 10 10 FASTENER FASTENER INSTALLATIONS. INSTALLATIONS. THEREAFTER, THEREAFTER, RANDOM RANDOM TESTS TESTS UNDER UNDER THE THE PROJECT PROJECT INSPECTOR'S INSPECTOR'S SUPERVISION SUPERVISION SHALL SHALL BE BE MADE MADE TO TO APPROXIMATELY APPROXIMATELY 11 IN IN 10 10 PINS. PINS. IF IF ANY ANY PIN PIN FAILS, FAILS, TEST TEST ALL ALL PINS PINS OF OF THE THE SAME SAME CATEGORY CATEGORY NOT NOT PREVIOUSLY PREVIOUSLY TESTED TESTED UNTIL UNTIL 20 20 CONSECUTIVE CONSECUTIVE PASS, PASS, THEN THEN RESUME RESUME THE THE INITIAL INITIAL TESTING TESTING FREQUENCY. FREQUENCY. 8. 8. TENSION TENSION TEST TEST LOAD LOAD SHALL SHALL BE BE 11 1/4 1/4 TIMES TIMES THE THE TENSION TENSION CAPACITY CAPACITY LISTED LISTED IN IN THE THE EVALUATION EVALUATION AGENCY AGENCY REPORT. REPORT. 9. 9. TEST TEST LOAD LOAD SHALL SHALL BE BE APPLIED APPLIED TO TO THE THE PIN PIN IN IN SUCH SUCH A A MANNER MANNER AS AS NOT NOT TO TO RESIST RESIST THE THE SPALLING SPALLING TENDENCY TENDENCY OF OF THE THE CONCRETE CONCRETE SURROUNDING SURROUNDING THE THE PIN. PIN. 10. 10. TESTING TESTING IS IS NOT NOT REQUIRED REQUIRED FOR FOR FASTENERS FASTENERS USED USED AT AT SILLS SILLS OF OF INTERIOR INTERIOR NON-STRUCTURAL NON-STRUCTURAL WALLS WALLS PROVIDED PROVIDED THERE THERE ARE ARE A A MINIMUM MINIMUM OF OF (3) (3) FASTENERS FASTENERS PER PER SEGMENT SEGMENT OF OF SILL. SILL. 11. 11. A A REPORT REPORT OF OF TEST TEST RESULTS RESULTS SHALL SHALL BE BE SUBMITTED SUBMITTED TO TO THE THE ENFORCEMENT ENFORCEMENT AGENCY AGENCY AND AND STRUCTURAL STRUCTURAL ENGINEER. ENGINEER.

TITLE

TYPICAL NOTES

5/15/2019 4:35:23 PM

SHEET

S-014

017294 ?00.00.00? LIONAKIS 2017

FOUNDATION NOTES 170828. Q2

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1. SEE S-000 SERIES SHEETS FOR GENERAL NOTES & S-500 SERIES SHEETS FOR TYPICAL DETAILS.

APP. 02-117123

2. SEE S-200 SERIES SHEETS FOR WALL & FRAMING ELEVATIONS.

REVIEWED FOR

3. DIMENSIONS ARE TO FOS OR CENTERLINE OF COLUMNS/POSTS, UNO. SEE SECTIONS & DETAILS FOR FOC LOCATIONS RELATIVE TO FOS.

0 1/4" 1/2"

INC:

✔

DATE:

FLS

ACS

✔

07/03/2019

4. SEE ARCH & OTHER CONSULTANT DWGS FOR DIMENSIONS & LOCATIONS OF WALL OPENINGS. 5. SEE ARCH DWGS FOR DIMENSIONS OF SLAB DEPRESSIONS & SLOPED SLABS. 6. SEE ARCH & OTHER CONSULTANT DWGS FOR FLOOR PENETRATIONS NOT SHOWN. SAWCUT OR CORE DRILL CLEAN HOLES WITH NO OVERCUTTING. COMPLY WITH TYPICAL DETAILS.

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

7. SEE CIVIL DRAWINGS AND SPECIFICATIONS FOR ENGINEERED FILL. 8. EXTERIOR CONCRETE FLATWORK IS NOT SHOWN, SEE CIVIL & ARCH DWGS. 9. CONTINUOUS WALL FOOTINGS TO BE CENTERED UNDER WALLS AND PAD FOOTINGS TO BE CENTERED UNDER COLUMNS, TYP UNO. 10. TOP OF FOOTINGS SHALL BE 1'-0" BELOW FINISHED FLOOR (TOF 99'-0"), TYP UNO. SEE ARCH & OTHER CONSULTANT DRAWINGS FOR UTILITIES THAT WILL AFFECT FOOTINGS AND COMPLY WITH TYPICAL DETAILS.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

11. SEE SCHEDULE FOR CONTINUOUS FOOTING SIZE & REINF, TYP UNO. 12. CONCRETE SLAB OVER SUB BASE SHALL BE AS NOTED IN SCHEDULE O/ VAPOR BARRIER O/ 4" FREE DRAINING CRUSHED ROCK. TOC = 100'-0" TYP UNO.

CONSULTANT

13. EXTERIOR STUDS SHALL BE AS FOLLOWS, TYP UNO: • GRIDLINES B & D: 2X6 1.6E LSL STUDS @ 16" OC, ALIGN STUD W/ I-JOIST, TYP • GRIDLINES 1 & 7: STUDS LESS THAN OR EQUAL TO 18 FEET IN LENGTH SHALL BE 2X8 1.6E LSL STUDS @ 16" OC; STUDS GREATER THAN 18 FEET IN LENGTH SHALL BE 4X8 1.6E LSL STUDS @ 16" OC. 14. INTERIOR STUDS SHALL BE 2X6 @ 16" OC TYP UNO. STUDS LESS THAN OR EQUAL TO 18 FEET IN LENGTH SHALL BE DF-L #1. STUDS GREATER THAN 18 FEET IN LENGTH SHALL BE 2X8 1.6E LSL STUDS @ 16" OC.

SCHEDULES SCHEDULE - SLAB

SCHEDULE - CONTINUOUS FOOTING SCHEDULE - CONTINUOUS FOOTING DEPTH REINFORCEMENT

WIDTH WIDTH 1'-6" 1'-6" 3'-0"

DEPTH 1'-6" 1'-6" 2'-0"

REINFORCEMENT (2) #5 #5 CONT CONTBARS BARST&B AT BOT LONG & #5 @ 16" OC TRANS (2) LONGITUDINAL (2) #5 CONT BARS AT BOT LONG & #5 @ 16" OC TRANS (5) BARS AT BOT LONG & #5 @ TRANS (5) #5 CONT BARS T&B LONG & #5 @16" 24"OC OC TRANS AT BOT

SEAL

SCHEDULE - SPREAD FOOTING WIDTH WIDTH 3'-0" 2'-0" 4'-0" 3'-0"

DEPTH DEPTH 1'-6" 1'-6" 1'-6" 1'-6"

FS4.0

4'-0"

1'-6"

FESSIONA PRO L ED RRY J. VOLKE E

REINFORCEMENT REINFORCEMENT (4) (3) #5 #5 BOTTOM BOTTOM BARS BARS EA EA WAY WAY (5) #5 BOTTOM BARS EA WAY (4) #5 BOTTOM BARS EA WAY

REGIST ER K

LENGTH LENGTH 3'-0" 2'-0" 4'-0" 3'-0"

(5) #5 BOTTOM BARS EA WAY

20'-3 5/8" 20'-3 5/8"

4'-74'-7 5/8" 5/8"

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

CONC SLAB TYPE

DIAGONAL BRACE ABOVE

SI ZE C O L SI ZE H D

FCX.X CONTINUOUS FOOTING & TAG MANAGEMENT

FSX.X

STEPPED FOOTING

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

AGENCY

H H D D U U 4 4

2 H D

2 U H D

H D

S-311

SPREAD FOOTING & TAG

18'-2" 18'-2"

3 3 S-311

SHEAR WALL TYPE, SEE "SHEAR WALL SCHEDULE"

6x6 6x6 8x8 8x8

FS4.0 FS4.0

HOLDOWN & REQUIRED POST

1 1 S-312

2 2 S-312

3 3 S-312

S-312

FS3.0 FS3.0

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

FS3.0 FS3.0

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

FS3.0 FS3.0

8" 8"

CL HSS CL HSS

8'-58'-5 1/4" 1/4"

1 1 S-263 S-263

A A

7 3/4" 7 3/4"

TITLE

PLAN - FOUNDATION

SHEET

5/15/2019 4:35:27 PM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

COLUMN WITH CALLOUT

C C 9'-69'-6 3/4" 3/4"

H H D D U U 4 4

2 2 S-262 S-262

2 2 S-311 S-311

76'-2 5/8" 76'-2 5/8"

H H D D U U 4 4

H H D D U U 5 5

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

FS4.0 FS4.0

DATE 01/04/2019 5/17/2019

DIAGONAL BRACE BELOW

C.4 C.4 10'-6 3/4" 10'-6 3/4"

FUTURE DOOR, FRAME PER FUTURE DOOR, FRAME 11 PER 11 S-561 S-561

H H D D 6X 6X U4 U4 8 8

FS4.0 FS4.0

1 1 S-262

ISSUED

MARK

17'-1" 17'-1"

S-311

B.6 B.6

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4 FC3.0

H DH H UD D 2U U 14 14

2 H D

2 U H D FS3.0 FS3.0

ELEVATION RELATIVE TO TOC

B B

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

L = 121'-3"

C C

SLAB STEP SYMBOL -2"

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

C FL = 55'-6"

H H D D U U 4 4

1 1 S-311

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

SAD FOR EXTENTS

X SG

S-262

FS4.0 FS4.0

H H D D U U 11 141 FS3.0 FS3.0

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

FS3.0 FS3.0

H H D D U U 14 14

S-263

H D

H H D D U U 11 141 H H SS S 4XS4X 4X 4X 1/ 1/ 4 4 FC3.0

H H D D U U 4 4 H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

FS3.0 FS3.0

2 2 S-263

S-261

S-311

DEPRESSED SLAB AREA

D D

H H D D U U 14 14

HHSHS SSS S 4X8X5X 4X8X5X 1/5/83/ 4 8

FS4.0 FS4.0

L = 105'-3" B B

2 2 S-261

CONCRETE CURB OR PAD

E E

7'-97'-9 1/4" 1/4"

16 16 S-532 S-532 TYP TYP

H H D D U U 4 4

C C

H H D D U U 5 5

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

1'-2 5/8"

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

HH SSS 8SX5 8XX5 5X/ 3 8 /8

TOC 100'-0" TOC 100'-0"

H H D D U U 5 5

H HD D U U 1 5 1

L = 76'-3"

L = 21'-6"

FS3.0 FS3.0

FC C

H H D D U U 4 4

1 1 S-261 S-261

3 3 S-311

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

H HSH SS SS 4XS8X5X 4X8X5X 1/ 5/38/ 4 8

H H D D U U 4 4

L = 55'-6"

H H D D U U 11 11

FS4.0 FS4.0

FS3.0 FS3.0

CLIENT

F F

FS4.0

1 1 S-264 S-264

770 DIAMOND AVE RED BLUFF, CA 96080

STRUCTURAL WALL

HHS SSS H H 85XX5 D D 8XX3 U U 14 14 5//8 8

H SS

H H D D U U 4 4

FS4.0

TEHAMA CENTER STUDENT SERVICES

NON-STRUCTURAL WALL, SAD

2'-0" TYP

SG4 SLAB TYP

5 U U5 HD HD

2 2 S-311 S-311

3 3 S-312 S-312

FS3.0

4 4 SG SG

FS3.0

(E) ELEMENTS SHOWN FADED - LINETYPE AND PATTERN/HATCHING AS NOTED FOR NEW CONSTRUCTION

H SS

4X 4X 1/ 4 FS4.0

S-311

FC3.0

FULL HEIGHT 6X6X5/8 HSS5x5x3/8 EA SIDE OF STRONGWALL, TYP

A RU C T UR O F OF I CAL

PROJECT

FOUNDATION LEGEND

20'-6 5/8" 20'-6 5/8"

1'-2 5/8"

2 2 S-312 S-312

No. S3737

05/15/2019

170828. Q1 13'-0 1/2"

EXTEND FOUNDATION BELOW COLUMN, TYP LINE F

H HH 58XX5 D DD U U U 8X35 111411 /8

C C

2 2 S-264 S-264 FS3.0

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

L = 10'-0"

HHH SSSS SS 86X5XX 86X5XX 55/3/ / 888

11 1 U U1 H D HD

H H D D U U 4 4

13'-0 1/2"

7 7

19'-8 3/8" 19'-8 3/8"

FC3.0

H H D D U U 11 11

FS3.0 FS3.0

FS3.0

FS4.0 1 1 S-311

40'-7 1/4" 12'-1"

"SIMPSON" STRONGWALL, TYP OF (4) SEE ELEVATION

H H SS S 4XS4X 4X 4X 1/ 1/ 4 4

1 1 S-312 S-312

6 6

20'-3 5/8" 20'-3 5/8"

4X 4X 1/ 4

1'-2 5/8"

FS3.0 FS3.0

5 5

H SS

19'-8 3/8" 19'-8 3/8"

4X 4X 1/ 4

20'-6 5/8" 20'-6 5/8"

121'-1 1/4" 121'-1 1/4"

4 4

4X 4X 1/ 4

3 3

H SS

2 2

H SS

1 1

NOTE: CONTINIUOS FOOTING SIZES NOTES SHALL APPLY TO FULL LENGTH OF GRID LINE, TYP, UNO

EER GIN EN R

TYPE TYPE FS3.0 FS2.0 FS4.0 FS3.0

L N IA

TYPE TYPE FC1.5 FC1.5 FC3.0

DESCRIPTION 4" CONC SLAB W/ #4 @ 16" OC EW CENTERED IN SLAB

TYPE SG4

PLAN -- FOUNDATION FOUNDATION PLAN SCALE 1/8" = 1'-0" SCALE 1/8" = 1'-0"

NORTH

S-111

ROOF FRAMING NOTES 1"

1. 2.

S-_010000_N001A 170828. Q2 SEE S-000 SERIES SHEETS FOR GENERAL NOTES & S-500 SERIES SHEETS FOR TYPICAL DETAILS.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

REVIEWED FOR

SEE S-200 SERIES SHEETS FOR WALL & FRAMING ELEVATIONS.

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

INC:

DIMENSIONS ARE TO FOS OR CENTERLINE OF COLUMNS/POSTS, UNO. SEE SECTIONS & DETAILS FOR FOC LOCATIONS RELATIVE TO FOS.

SEE ARCH & OTHER CONSULTANT DWGS FOR DIMENSIONS & LOCATIONS OF WALL OPENINGS. SEE TYPICAL DETAILS FOR FRAMING AT OPENINGS.

SEE ARCH & OTHER CONSULTANT DWGS FOR ROOF PENETRATIONS NOT SHOWN. PROVIDE FRAMING AROUND OPENINGS PER TYPICAL DETAILS. SAWCUT OR CORE DRILL CLEAN HOLES WITH NO OVERCUTTING. CONFORM WITH TYPICAL DETAILS.

SEE ARCH DWGS FOR DIMENSIONS OF ROOF OVERHANGS, UNO.

EXTERIOR WALLS ARE 2x6 STUDS @ 16" OC, TYP UNO.

PROVIDE STRUCTURAL PANEL EDGE NAILING TO THE FULL LENGTH OF ALL GLB's, AND MANUFACTURED TRUSSES, I-JOISTS, RIM JOISTS AND BLOCKING AT SHEAR WALLS. SEE PLANS FOR LOCATIONS WHERE DOUBLE ROWS OF EDGE NAILING OCCUR.

CAMBER IN GLU-LAM BEAMS SHALL BE 1600' RADIUS, TYP UNO.

✔

DATE:

10. PROVIDE BRIDGING, BLOCKING, ERECTION BRACING, WEB STIFFENERS, FILLERS AND NAILING FOR I-JOIST ROOF PER I-JOIST MANUFACTURER SPECIFICATIONS AND AS SHOWN ON PLANS.

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

11. SEE S-000 SHEETS FOR MANUFACTURED ROOF TRUSS DESIGN CRITERIA.

SEAL

20'-3 5/8"

19'-8 3/8"

PROJECT

PLAN LEGEND

20'-6 5/8"

170828. Q1 1 S-312

2 S-312

(E) ELEMENTS SHOWN FADED - LINETYPE AND PATTERN/HATCHING AS NOTED FOR NEW CONSTRUCTION

3 S-312

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

STRUCTURAL WALL

TYP AT GLB O/ HSS COL

TOF 113'-9"

S-564

4'-7 5/8"

CO L

SI ZE

7'-9 1/4"

2x12 FASCIA

1 S-311

TYP GLB AT WOOD POST, SEE 8 S-567

COLUMN WITH CALLOUT

HOLDOWN & REQUIRED POST

ISSUED

MARK

DATE 01/04/2019 5/17/2019

SHEAR WALL TYPE, SEE "SHEAR WALL SCHEDULE"

BEAM SPLICE

C.4

TOF 113'-9"

TYP AT COL

2 S-262

6 3/4"x21" GLB

5 1/8"x12" GLB

DBL JOIST

6X12

16" TJI 230 @ 32" OC S-263

5 1/8"x12" GLB 5 1/8"x12" GLB

5 1/8"x12" GLB

DBL JOIST

6X12

DBL JOIST

5 1/8"x12" GLB

AGENCY 3 S-311

2x10 @ 24" OC

20" TJI 560 @24" OC

18" TJI 360 @ 24" OC

DBL JOIST TYP AT WINDOW JAMB ABOVE

DBL JOIST 2x12 FASCIA

3 S-311

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

B.6

TOF 113'-9"

CMST12 FILL EVERY OTHER HOLE FULL LENGTH OF LINE B.6

MANAGEMENT

18'-2"

S-262

5 1/8"x12" GLB

8'-5 1/4"

S-261

S-263

2x12 FASCIA

WALL ABV

2 S-311

9'-6 3/4"

C 2 S-311

2x12 FASCIA 1 S-312

2 S-312

3 S-312

TITLE

PLAN - LOW ROOF FRAMING

SHEET

5/15/2019 4:35:29 PM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

10'-6 3/4"

8 3/ 6X 6X V SS B H A 8 3/ 6X 6X BV A

SS H 8

PLYWOOD SPAN DIRECTION

6 3/4"x21" GLB 5 1/8"x21" GLB

6 3/4"x21" GLB

WALL ABV

CLIENT

76'-2 5/8"

6 3/4"x36" GLB

DBL JOIST

(2) CMSTC16 TYP (4) LOCATIONS SEE DETAIL 14 S-563

SP LAYOUT TYP UNO

SS H

MECH UNIT 2000# MAX 12'-0" TYP

MECH UNIT 3500# MAX

16" TJI/L65 @ 32" OC 16" TJI 230 @32"OC

S-264

DBL I-JOIST

18" TJI 360 @ 24" OC DBL I-JOIST

DBL JOIST

MECH UNIT 2000# MAX

DBL JOIST

6 3/4"x36" GLB

TOF 115'-0"

ROOF NAILING AT SHADED REGION EDGE NAIL = 10D @ 2 STAG 4"1/2" OC,OC, STAG FIELD NAIL = 10D @ 12" OC BLOCK ALL PANEL EDGES

2x10 @ 24" OC

4 S-564

5 1/8"x12" GLB

6X12 BLW

S-564

(2)CMST12 FILL

EVERY OTHER HOLE FULL LENGTH OF LINE C.4

TYP

5 1/8"x12" GLB

STRUCTURAL WALL BELOW

PO HD S T SIZ E SI ZE

6x12 BLW

2x12 @ 24" OC

ALT

6X12 BLW

5 1/8"x12" GLB

20" TJI 560 @24" OC 18" OC 18" TJI 360 @ 24"

18 S-567

2x12 FASCIA

6x12 BLW

NON-STRUCTURAL WALL, SAD

2x12 FASCIA

2x10 @ 24" OC

5 1/8"x12" GLB

1 S-311

6x12 BLW

2x12 FASCIA

TYP

3'-0"

TYP

3 S-564

16" TJI 230 @ 32" OC

3'-0"

S-264

17'-1"

ROOF NAILING AT SHADED REGION EDGE = 10DAT @SHADED 2 1/2" OC, STAG ROOFNAIL NAILING REGION FIELD NAIL = 10D @ 12" OC EDGE NAIL = 10D @ 2 1/2" OC, STAG BLOCK ALL PANEL EDGES FIELD NAIL = 10D @ 12" OC

L N IA

05/15/2019

121'-1 1/4" 19'-8 3/8"

A RU C T UR O F OF I CAL

C 20'-6 5/8"

No. S3737

REGIST ER K

EER GIN EN R

FESSIONA PRO L ED RRY J. VOLKE E

NORTH

PLAN - LOW ROOF FRAMING SCALE 1/8" = 1'-0"

S-132

017294 ?00.00.00? LIONAKIS 2017

ROOF ROOF FRAMING FRAMING NOTES NOTES

S-_010000_N001A S-_010000_N001A 170828. 170828.Q2 Q2 1. 1. SEE SEES-000 S-000SERIES SERIESSHEETS SHEETSFOR FORGENERAL GENERALNOTES NOTES&&S-500 S-500SERIES SERIESSHEETS SHEETSFOR FORTYPICAL TYPICAL DETAILS. DETAILS.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

REVIEWED FOR

2. 2. SEE SEES-200 S-200SERIES SERIESSHEETS SHEETSFOR FORWALL WALL&&FRAMING FRAMINGELEVATIONS. ELEVATIONS. SS

0 1/4" 1/2"

INC:

3. 3. DIMENSIONS DIMENSIONSARE ARETO TOFOS FOSOR ORCENTERLINE CENTERLINEOF OFCOLUMNS/POSTS, COLUMNS/POSTS,UNO. UNO. SEE SEESECTIONS SECTIONS&& DETAILS DETAILSFOR FORFOC FOCLOCATIONS LOCATIONSRELATIVE RELATIVETO TOFOS. FOS.

✔

DATE:

FLS

ACS

✔

07/03/2019

4. 4. SEE SEEARCH ARCH&&OTHER OTHERCONSULTANT CONSULTANTDWGS DWGSFOR FORDIMENSIONS DIMENSIONS&&LOCATIONS LOCATIONSOF OFWALL WALLOPENINGS. OPENINGS. SEE SEETYPICAL TYPICALDETAILS DETAILSFOR FORFRAMING FRAMINGAT ATOPENINGS. OPENINGS.

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

5. 5. SEE SEEARCH ARCH&&OTHER OTHERCONSULTANT CONSULTANTDWGS DWGSFOR FORROOF ROOFPENETRATIONS PENETRATIONSNOT NOTSHOWN. SHOWN. PROVIDE PROVIDE FRAMING FRAMINGAROUND AROUNDOPENINGS OPENINGSPER PERTYPICAL TYPICALDETAILS. DETAILS. SAWCUT SAWCUTOR ORCORE COREDRILL DRILLCLEAN CLEANHOLES HOLES WITH WITHNO NOOVERCUTTING. OVERCUTTING. CONFORM CONFORMWITH WITHTYPICAL TYPICALDETAILS. DETAILS. 6. 6. SEE SEEARCH ARCHDWGS DWGSFOR FORDIMENSIONS DIMENSIONSOF OFROOF ROOFOVERHANGS, OVERHANGS,UNO. UNO. 7. 7. EXTERIOR EXTERIORWALLS WALLSARE ARE2x6 2x6STUDS STUDS@ @16" 16"OC, OC,TYP TYPUNO. UNO. 8. 8. PROVIDE PROVIDESTRUCTURAL STRUCTURALPANEL PANELEDGE EDGENAILING NAILINGTO TOTHE THEFULL FULLLENGTH LENGTHOF OFALL ALLGLB's, GLB's,AND AND MANUFACTURED MANUFACTUREDTRUSSES, TRUSSES,I-JOISTS, I-JOISTS,RIM RIMJOISTS JOISTSAND ANDBLOCKING BLOCKINGAT ATSHEAR SHEARWALLS. WALLS. SEE SEEPLANS PLANS FOR FORLOCATIONS LOCATIONSWHERE WHEREDOUBLE DOUBLEROWS ROWSOF OFEDGE EDGENAILING NAILINGOCCUR. OCCUR. 9. 9. CAMBER CAMBERIN INGLU-LAM GLU-LAMBEAMS BEAMSSHALL SHALLBE BE1600' 1600'RADIUS, RADIUS,TYP TYPUNO. UNO.

10. 10. PROVIDE PROVIDEBRIDGING, BRIDGING,BLOCKING, BLOCKING,ERECTION ERECTIONBRACING, BRACING,WEB WEBSTIFFENERS, STIFFENERS,FILLERS FILLERSAND ANDNAILING NAILING FOR FORI-JOIST I-JOISTROOF ROOFPER PERI-JOIST I-JOISTMANUFACTURER MANUFACTURERSPECIFICATIONS SPECIFICATIONSAND ANDAS ASSHOWN SHOWNON ONPLANS. PLANS.

11. SEE S-000 SHEETS FOR MANUFACTURED ROOF TRUSS DESIGN CRITERIA.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

SEAL

20'-3 20'-35/8" 5/8"

20'-3 20'-35/8" 5/8" LOUVER FRAME BLW DBL TOP PLATE, TYP (3) LOCATIONS SEE ELEV

11 S-312 S-312 2'-9" 2'-9" 3'-3" 3'-3"

19'-8 19'-83/8" 3/8"

22 S-312 S-312

170828. 170828.Q1 Q1 (E) (E)ELEMENTS ELEMENTSSHOWN SHOWNFADED FADED--LINETYPE LINETYPEAND AND PATTERN/HATCHING PATTERN/HATCHING AS ASNOTED NOTEDFOR FORNEW NEWCONSTRUCTION CONSTRUCTION

6x12 6x12

H PPOO HDD SSTT SSIIZZ SSIIZ EE ZEE

44xx6 BBEE LLOO 6 W W

44xx6 BBEE LLOO 6 W W 6x12 6x12

S-263 S-263

6x12 6x12

S-262 S-262

6x12 6x12

22 S-311 S-311 22

S-262 S-262

6x12 6x12

2'-9" 2'-9"

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

33 S-311 S-311

18'-2" 18'-2"

44xx6 BBEE 6 LLOO W W

SHEAR SHEARWALL WALLTYPE, TYPE,SEE SEE"SHEAR "SHEAR WALL WALLSCHEDULE" SCHEDULE"

BB 8'-5 1/4" 1/4" 8'-5

S-263 S-263

AA 11 S-312 S-312

22 S-312 S-312

33 S-312 S-312

TITLE

PLAN - HIGH ROOF FRAMING

SHEET

5/15/2019 4:35:31 PM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

x66 44x W W OO ELL BBE

x66 44x W W OO ELL BBE x66 44x W W OO ELL BBE

x66 44x W W OO ELL BBE

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

DATE 01/04/2019 5/17/2019

AGENCY

ROOF NAILING AT SHADED REGION EDGE NAIL = 10D @ 2 STAG 4"1/2" OC,OC, STAG FIELD NAIL = 10D @ 12" OC BLOCK ALL PANEL EDGES

33 S-311 S-311

MARK

MANAGEMENT

B.6 B.6

2'-9" 2'-9"

ISSUED

9'-6 3/4" 3/4" 9'-6

HOLDOWN HOLDOWN&&REQUIRED REQUIREDPOST POST

C.4 C.4

DBL JOIST JOIST DBL

S-261 S-261

11 TYP TYP S-566 S-566

44xx6 BBEE LLOO 6 W W

2x10 @ @ 24" 24" OC OC 2x10

44xx6 BBEE LLOO 6 W W

DBL JOIST JOIST DBL

S-261 S-261

W x66 W 44x OO ELL BBE

76'-2 5/8" 5/8" 76'-2

TYP AT COL

CCO OL LS SIIZ ZEE

7'-9 1/4" 1/4" 7'-9 S-564

COLUMN COLUMNWITH WITHCALLOUT CALLOUT

BEAM BEAMSPLICE SPLICE

10'-6 3/4" 3/4" 10'-6

331/8"x9 1/8"x91/2" 1/2"PSL PSL

6x12 6x12

17'-1" 17'-1"

1/8"x9 1/2" 1/2" PSL PSL 33 1/8"x9

44xx6 BBEE LLOO 6 W W

BBEE X344/ xx6 LLOO 8 6 W W

H SS

X BBEE 6X44xx6 LL O 3/86 OW H W S

6x12 6x12BLW

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

x66 44x W W OO ELL BBE

2x10 @ @ 24" 24" OC OC 2x10

11 S-311 S-311

B 22 S-311 S-311

16 16 TYP TYPAT AT SPLICE S-566 S-566 SPLICE

x66 44x W W OO ELL BBE

TYP 55 TYP S-566 S-566

6x12 6x12BLW

x66 44x W W OO ELL BBE

SP SPLAYOUT LAYOUT TYP TYPUNO UNO

18 18 S-566 S-566 113/4"x9 3/4"x91/2" 1/2"PSL PSL 3'-3" 2'-9" 2'-9" 3'-3"

HHS SSS 45XX 45XX 13//8 4

44xx6 BBEE LLOO 6 W W 44xx6 BBEE LLOO 6 W W

44xx6 BBEE LLOO 6 W W

W W OO ELL BBE

DBL JOIST JOIST DBL

x66 44x 6x12 6x12

PLYWOOD PLYWOODSPAN SPANDIRECTION DIRECTION

CLIENT

2X10 @ 24" OC MAX TYP

20 20 S-566 S-566

6x12 6x12

1/8"x9 1/2" 1/2" PSL PSL 33 1/8"x9

S-264 S-264

6'-0" 6'-0"

11 S-311 S-311

STRUCTURAL STRUCTURALWALL WALLBELOW BELOW

4'-7 5/8" 5/8" 4'-7

3'-3" 2'-9" 2'-9" 3'-3"

6'-0" 6'-0"

7'-5" 7'-5" 4'-10" 4'-10"

113/4"x9 3/4"x91/2" 1/2"PSL PSL

770 DIAMOND AVE RED BLUFF, CA 96080

NON-STRUCTURAL NON-STRUCTURALWALL, WALL,SAD SAD

331/8"x9 1/8"x91/2" 1/2"PSL PSL

HSS 6X6X3/8 BELOW DBL TOP PLATE, TYP ALL AROUND MECH WELL. SEE ELEC

TEHAMA CENTER STUDENT SERVICES

STRUCTURAL STRUCTURALWALL WALL

17 17 TYP TYPAT AT CORNER CORNER S-566 S-566

S-264 S-264

PROJECT

PLAN PLAN LEGEND LEGEND

20'-6 20'-65/8" 5/8"

33 S-312 S-312

3'-3" 3'-3" 2'-9" 2'-9"

NORTH NORTH

PLAN PLAN -- HIGH HIGH ROOF ROOF FRAMING FRAMING SCALE SCALE 1/8" 1/8"==1'-0" 1'-0"

L N IA

05/15/2019

121'-1 121'-11/4" 1/4" 19'-8 19'-83/8" 3/8"

A RU C T UR O F OF I CAL

C 20'-6 20'-65/8" 5/8"

No. S3737

REGIST ER K

EER GIN EN R

FESSIONA PRO L ED RRY J. VOLKE E

S-133

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

B.6 B.6

C.4 C.4

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

15 15 S-566 CS14, CS14,SEE SEE S-566 TYP AT TYP ATCORNERS CORNERS MSTA30 MST27 TYP EA SIDE

SHEAR WALL EN FULL HEIGHT OF STUD AT GRID LINES B.6 AND C.4

TOP PL TO JOIST

CS16 CS16CONT CONTO/ O/2X 2XBLKG BLKG

POST, SEE PLAN

FESSIONA PRO L ED RRY J. VOLKE E

No. S3737

L N IA

HOLD HOLDDOWN, DOWN, TYP TYPOF OF(6) (6)THIS THIS WALL WALLLINE, LINE,SEE SEEPLAN PLAN

A RU C T UR O F OF I CAL

REGIST ER K

POST, SEE PLAN

SEAL

EER GIN EN R

POST, SEE PLAN

FOR FORFRAMING FRAMINGAT AT OPENINGS, 11 OPENINGS,SEE SEE 11 TYP S-561 TYP S-561

05/15/2019 13'-4"

11'-6"

11'-1"

PROJECT

C L = 48'-9"

TEHAMA CENTER STUDENT SERVICES

SHEARWALL SHEARWALL ELEVATION ELEVATION LINE LINE 11

770 DIAMOND AVE RED BLUFF, CA 96080

SCALE SCALE 1/4" 1/4"==1'-0" 1'-0"

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

ISSUED

B.6 B.6

C.4 C.4

MARK

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

13 S-566

HSS 6X6X3/8 BTWN HSS FRAME AT HSS ATLOUVERS, LOUVERS, HSSFRAME COL, TYP AT TOP SAD SAD OF MECH WELL WALL

TYP

SEE 2/S-564 FOR HSS HORIZ TO HSS COL ATTACHMENT HSS FRAME AT LOUVERS SAD

B 15 15 S-566 CS14, CS14,SEE SEE S-566 TYP TYPAT ATCORNERS CORNERS MSTA30 MST27 TYP EA SIDE DUCT OPENINGS, TOP PL TO JOIST SEE MECHANICAL

BLW LOUVER. FILL EVERY OTHER HOLE

SHEAR WALL EN FULL HEIGHT OF STUD AT GRID LINES B.6 AND C.4

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

HOLD DOWN, TYP OF (4) THIS WALL LINE, SEE PLAN

HSS, SEE PLAN

HSS BLW GLB

HSS, SEE PLAN

FOR FORFRAMING FRAMINGAT AT OPENINGS, OPENINGS,SEE SEE 11 11 TYP TYP S-561 S-561

HSS4X4X1/4 HSS, SEE PLAN

FOR FORFRAMING FRAMINGAT AT OPENINGS, OPENINGS,SEE SEE 11 11 TYP TYP S-561 S-561

HSS4X4X1/4 HSS, SEE PLAN

CMST12 O/4X BLKG. FILL CMST14 EVERY O/ OTHER HOLE EACH CMST14 O/4X 4XBLKG BLKG SIDE OF WALL

DUCT OPENINGS, SEE MECHANICAL

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

MANAGEMENT

CS16CONT O/2X BLKG SILL CS16 O/ BLKG CS16 CONT O/2X 2XAND BLKG

HOLD DOWN, TYP OF (4) THIS WALL LINE, SEE PLAN 21'-5 1/4"

11'-0 3/8"

L = 76'-3" C F A

SHEARWALL SHEARWALL ELEVATION ELEVATION LINE LINE 33 SCALE SCALE 1/4" 1/4"==1'-0" 1'-0"

11'-7 3/8"

TITLE

ELEVATIONS SHEARWALL

5/15/2019 4:35:31 PM

SHEET

S-261

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

DATE:

B B

B.6 B.6

C C

C.4 C.4

D D

E E

ACS

✔

07/03/2019

F F

13 S-566

TYP

45°

SEE 2/S-564 FOR HSS HORIZ TO HSS COL ATTACHMENT

HSSFRAME 6X6X3/8 HSS ATBTWN LOUVERS, SAD HSSFRAME COL, TYP AT TOP HSS AT LOUVERS, OF MECH WELL WALL SAD LOUVER FRAME SAD

CS16 CONT O/ 2X BLKG

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

15 S-566

CS14, SEE TYP AT CORNERS

CMST14

15 S-566

CS14, SEE TYP AT CORNERS

SHEAR WALL EN FULL HEIGHT OF STUD AT GRID LINES B.6 AND C.4

CMST14 O/ 4X BLKG CMST12O/O/4X 4XBLKG BLKG EACH CMST14 SIDE OF WALL. FILL EVERY OTHER HOLE

SEAL

10'-9 3/4"

11'-0 3/8"

PROJECT

TEHAMA CENTER STUDENT SERVICES

F C

1 1

A RU C T UR O F OF I CAL

05/15/2019

11'-10 3/8"

L = 57'-3"

L N IA

HOLD DOWN, TYP OF (4) THIS WALL LINE, SEE PLAN

No. S3737

REGIST ER K

FESSIONA PRO L ED RRY J. VOLKE E

EER GIN EN R

HOLD DOWN, TYP OF (4) THIS WALL LINE, SEE PLAN

HSS, SEE PLAN

6X12 SEE PLAN

HSS, SEE PLAN

HSS BLW GLB

FOR FRAMING AT OPENINGS, SEE FOR FRAMING AT 11 TYP OPENINGS, SEE 11 S-561 TYP S-561

HSS4X4X1/4 HSS, SEE PLAN

6X12 SEE PLAN

CS16 O/2X BLKG AND SILL BLW LOUVER. FILL EVERY OTHER HOLE

HSS, SEE PLAN

MST27 2X10 TO 6X12

HSS, SEE PLAN HSS4X4X1/4

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

A A

FLS

SHEARWALL ELEVATION LINE 5 SHEARWALL ELEVATION LINE 5

770 DIAMOND AVE RED BLUFF, CA 96080

SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0"

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

B.6

C.4

D ISSUED

MARK

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

15 CS14, SEE S-566 TYP AT CORNERS

B MSTA30 MST27 TYP EA SIDE

TOP PL TO JOIST SHEAR WALL EN FULL HEIGHT OF STUD AT GRID LINES B.6 AND C.4

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

CS16 CONT O/ 2X BLKG AGENCY

FUTURE DOOR LOCATION

POST, SEE PLAN

FOR FRAMING AT OPENINGS, SEE 11 TYP S-561

POST, SEE PLAN

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

FUTURE DOOR LOCATION

HOLDDOWN, TYP OF (6) THIS LINE, SEE PLAN

22'-1"

11'-1 3/4"

L = 56'-0" L = 56'-0"

2 A

12'-7 5/8"

C C

SHEARWALL ELEVATION LINE 7 SCALE 1/4" = 1'-0" TITLE

ELEVATIONS SHEARWALL

5/15/2019 4:35:32 PM

SHEET

S-262

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

0 1/4" 1/2"

INC:

REVIEWED FOR ✔

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

10'-2 1/4"

10'-6"

9'-3 3/4"

C 4'-4" L = 121'-3"

4'-4"

L = 121'-3"

4'-4"

4'-6 5/8"

SHEARWALL ELEVATION LINE B SCALE 1/4" = 1'-0"

SEAL

L N IA

No. S3737

A RU C T UR O F OF I CAL

REGIST ER K

EER GIN EN R

FESSIONA PRO L ED RRY J. VOLKE E

05/15/2019 PROJECT

TEHAMA CENTER STUDENT SERVICES 1

7 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

ISSUED

MARK

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MECH CHASE PIPE PENETRATION WHERE OCCURS

FOR FRAMING AT OPENINGS, SEE 11 TYP S-561

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

HOLD DOWN, TYP OF (6) THIS WALL LINE, SEE PLAN HOLD DOWN, TYP OF (6) THIS WALL LINE, SEE PLAN

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

AGENCY

40'-10 7/8"

L = 105'-6"

29'-7 5/8"

25'-1 1/8"

4'-8"

3'-3 7/8"

SHEARWALL ELEVATION LINE C SCALE 1/4" = 1'-0"

TITLE

ELEVATIONS SHEARWALL

5/15/2019 4:35:33 PM

SHEET

S-263

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

FLS

ACS

✔

07/03/2019

77 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

GLB, SEE PLAN

GLB, SEE PLAN CMSTC12 W/W/ (44) 8D16D NAILS (2) CMST12 (54) NAILS TO LSL AND 8DNAILS NAILS TO LSL LEDGER RIM JOIST AND AT 6" OC BTWN GRIDS 4 AND AT 6" OC BTWN GRIDS 4 & 5 5

FORFRAMING FRAMINGAT AT FOR OPENINGS,SEE SEE OPENINGS, 1111 TYP TYP S-561 S-561

DO NOT SPLICE RIM JOIST THIS ZONE

SEAL

L N IA

No. S3737

A RU C T UR O F OF I CAL

REGIST ER K

HOLDDOWN, DOWN, HOLD TYPOF OF(4) (4)THIS THIS TYP WALLLINE, LINE,SEE SEEPLAN PLAN WALL

EER GIN EN R

FESSIONA PRO L ED RRY J. VOLKE E

05/15/2019 PROJECT

C L = 10'-0" L = 10'-0"

L = 21'-6"

C C

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

SHEARWALL ELEVATION ELEVATION LINE LINE DD SHEARWALL SCALE1/4" 1/4"==1'-0" 1'-0" SCALE

CLIENT

RIM JOIST AND 8D NAILS

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

ISSUED

MARK

LOUVER FRAME, SAD

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

HSS 6X6X3/8 BTWN HSS COLS, TYP AT TOP OF MECH WELL WALL

13 S-566

TYP B

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

13 S-563

TOFMECH MECHWELL WELL TOF

6X8 TYP OVER STRONGWALL

SSW24X10

"SIMPSON" STRONGWALL, TYP OF (4)

SSW24X10

SSW24X10 10

TYP

AGENCY

FULL HEIGHT HSS EA SIDE OF STRONGWALL, SEE PLAN

CMSTC16 W/ (25) 0.148X3 1/4" NAILS TO EACH 6X8 OVER STRONG WALL. FILL EVERY OTHER HOLE IN BTWN STRAP WALLS

BEAM, SEE PLAN, TYP

SSW24X10

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

TYP AT HSS AT FLOOR

S-563

TYP

3'-6"5/8" 3'-5

3'-6" 3'-4"

3'-6"5/8" 3'-5 TITLE

SHEARWALL ELEVATION ELEVATION LINE LINE FF SHEARWALL

ELEVATIONS SHEARWALL

SCALE1/4" 1/4"==1'-0" 1'-0" SCALE

5/15/2019 4:35:34 PM

SHEET

S-264

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

11 S-312 S-312

88 S-566 S-566

14 S-563

4 S-566

6 20 20 S-566 S-566

22 S-312 S-312

SIM

TOF TOF VARIES VARIES

FLS

ACS

✔

07/03/2019

33 S-312 S-312

TYP AT COL

OPH 88 OPH S-566 S-566 TOF TOF VARIES VARIES

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

SEE 4/S-566 LEDGER TO WALL TYP

10 10 S-532 S-532

99 S-532 S-532

OPH OPH 99 S-532 S-532

TYP TYP AT AT INT INT SHEAR SHEAR WALL WALL

TOC TOC 100'-0" 100'-0" TOF TOF 99'-0" 99'-0"

11 S-312 S-312

22 S-312 S-312

33 S-312 S-312

SECTION

SCALE SCALE 1/8" 1/8" == 1'-0" 1'-0" SEAL

L N IA

No. S3737

A RU C T UR O F OF I CAL

REGIST ER K

33 S-312 S-312

22 S-312 S-312

11 S-312 S-312

EER GIN EN R

FESSIONA PRO L ED RRY J. VOLKE E

05/15/2019 PROJECT

88 S-566 S-566

3 S-566

WHERE SHEAR WALL OCCURS

88 OPH OPH S-566 S-566 TOF TOF VARIES VARIES

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

SEE 4/S-566 LEDGER TO WALL TYP

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

TOC TOC 100'-0" 100'-0" TOF TOF 99'-0" 99'-0"

ISSUED

MARK 11 S-312 S-312

22 S-312 S-312

33 S-312 S-312

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SECTION

SCALE SCALE 1/8" 1/8" == 1'-0" 1'-0"

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

AGENCY

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

88 S-566 S-566

11 S-312 S-312

99 S-532 S-532

20 20 S-561 S-561

10 10 S-532 S-532

22 S-312 S-312

33 S-312 S-312

88 S-566 S-566

OPH OPH TOF TOF VARIES VARIES

OPH 99 OPH S-532 S-532

77 S-561 S-561

TOC TOC 100'-0" 100'-0" TOF TOF 99'-0" 99'-0" 11 S-312 S-312

22 S-312 S-312

33 S-312 S-312

SECTION SCALE SCALE 1/8" 1/8" == 1'-0" 1'-0" TITLE

SECTIONS - BUILDING

5/15/2019 4:35:34 PM

SHEET

S-311

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

DATE:

FLS

ACS

✔

07/03/2019

1 1 S-311 S-311

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

B.6 B.6

C C 2 2 S-311 S-311

3 3 S-311 S-311

C.4 C.4

2 2 S-567 S-567

D D

TOF VALLEY TOF VALLEY 121'-9 3/4" 121'-9 3/4"

TOF TOF 123'-2" 123'-2" 1 1 S-566 S-566

6 6 S-566 S-566

D 2 2 S-566 S-566

1 1 S-566 OPH S-566 OPH 6 6 S-567 S-567

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

6 6 S-566 OPH S-566 OPH

6 6 S-567 S-567

2 2 S-566 S-566 OPH OPH TOF TOF 110'-5" 110'-5"

CONSULTANT

10 10 S-532 S-532 TOC TOC 100'-0" 100'-0" TOF TOF 99'-0" 99'-0" 3 3 S-311 S-311

2 2 S-311 S-311

1 1 S-311 S-311

SECTION SECTION

SEAL

SCALE 1/8" = 1'-0" SCALE 1/8" = 1'-0"

L N IA

No. S3737

A RU C T UR O F OF I CAL

REGIST ER K

EER GIN EN R

FESSIONA PRO L ED RRY J. VOLKE E

05/15/2019 C

B.6 B.6 3 3 S-311 S-311

2 2 S-566 S-566

C C

TOF VALLEY TOF VALLEY 121'-9 3/4" 121'-9 3/4"

PROJECT

D D

SIM SIM

10 10 S-566 S-566 WALL TO WALL TO I-JOIST I-JOIST

5 5 S-566 S-566

12 10 S-567 S-567

18 OPH 18 S-566 OPH S-566

10 10 S-566 S-566

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

TOF TOF 123'-2" 123'-2"

LOUVER FRAME, SAD

11 11 S-566 S-566

CLIENT 12 12 S-566 S-566 TOF TOF 114'-7" 114'-7"

6 3/4"x36" GLB 6 3/4"x36" GLB

FOR TYP FOR TYP HEADERS AT HEADERS AT OPNGS, OPNGS, SEE SEE 11 11 S-561 S-561

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

SIM SIM OPH OPH

12 11 S-566

10 10 S-532 S-532

ISSUED

MARK TOC TOC 100'-0" 100'-0" TOF TOF 99'-0" 99'-0"

3 3 S-311 S-311

1 1 S-311 S-311

2 2 S-311 S-311

1 1 S-566 S-566

TOF TOF 110'-7 1/2" 110'-7 1/2"

C.4 C.4

18 18 S-566 S-566

2 2 S-311 S-311

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

1 1 S-311 S-311

SECTION SECTION SCALE 1/8" = 1'-0" SCALE 1/8" = 1'-0"

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

B.6 B.6

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

3 3 S-311 S-311

TOF VALLEY TOF VALLEY 121'-9 3/4" 121'-9 3/4"

C C 2 2 S-311 S-311

C.4 C.4

D D

1 1 S-311 S-311

AGENCY

5 5 S-566 S-566 TOF TOF 123'-2" 123'-2"

1 1 S-566 S-566

6 6 S-566 S-566

1 1 S-566 S-566

OPH OPH 6 6 S-566 OPH S-566 OPH

6 3/4"x21" GLB 6 3/4"x21" GLB

TOF TOF 110'-7 1/2" 110'-7 1/2"

6 3/4"x21" GLB 6 3/4"x21" GLB

10 10 S-566 S-566

10 10 S-566 S-566 10 10 S-532 S-532

3 3 S-311 S-311

2 2 S-311 S-311

2 2 S-566 OPH S-566 OPH TOF TOF 110'-5" 110'-5"

TOC TOC 100'-0" 100'-0" TOF TOF 99'-0" 99'-0" 1 1 S-311 S-311

TITLE

SECTIONS - BUILDING 33

SECTION SECTION SCALE 1/8" = 1'-0" SCALE 1/8" = 1'-0"

SHEET

5/15/2019 4:35:37 PM

017294 ?00.00.00? LIONAKIS 2017

S-312

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123 STD LAP LAP STD

0 1/4" 1/2"

STD STD HOOK, HOOK,

REVIEWED FOR

STD LAP LAP STD

SJ SPACING SPACING AS AS REQ REQ (NOT (NOT SHOWN SHOWN ELSEWHERE ELSEWHERE FOR FOR CLARITY) CLARITY) SJ

TYP TYP

DJ SPACING SPACING DJ TYP TYP

✔

DATE:

FLS

ACS

✔

07/03/2019

INC:

3" MIN MIN TYP TYP 3" .

BEND

5" (1/2") (1/2") 5"

10" (1") (1") 10"

#6 #6

6xd 6xd

6" (1/2") (1/2") 6"

12" (1") (1") 12"

DJ DJ

6xd 6xd

8" (1/2") (1/2") 8"

16" (1") (1") 16"

#9 #9

8xd 8xd

12" (1/2") (1/2") 12"

11" (1/2") (1/2") 11"

20" (1") (1") 20"

#10 #10

8xd 8xd

13" (1/2") (1/2") 13"

12" (1/2") (1/2") 12"

22" (1") (1") 22"

#11 #11

8xd 8xd

14" (1/2") (1/2") 14"

13" (1/2") (1/2") 13"

24" (1") (1") 24"

#14 #14

10xd 10xd

21" (1 (1 1/2") 1/2") 21"

17" (1 (1 1/2") 1/2") 17"

31" (2 (2 1/2") 1/2") 31"

#18 #18

10xd 10xd

27" (2") (2") 27"

23" (2") (2") 23"

41" (3 (3 1/2") 1/2") 41"

DJJ D MAX 11 MAX 66 SJ SJ

DJ DJ SJ SJ DJ

#8 #8

DETAILING DETAILING DIMENSION DIMENSION

SJ SJ DJ DJ

TYP REBAR BENDS AND HOOKS S-_032000_T001A S-_032000_T001A 140127 140127

SCALE: NTS NTS SCALE:

DJ DJ

S-_033000_T002A S-_033000_T002A 140127 140127

SCALE: NTS NTS SCALE:

135 DEG DEG HOOK HOOK 135

W (TOL (TOL +/-) +/-) W

(TOL +/-) +/-) LL (TOL

W (TOL (TOL +/-) +/-) W

(TOL +/-) +/-) LL (TOL

#3 #3

4xd 4xd

1/4" (1/2") (1/2") 22 1/4"

3/4" (1/2") (1/2") 33 3/4"

1/2" (1") (1") 33 1/2"

4" (1/2") (1/2") 4"

3" (1/2") (1/2") 3"

#4 #4

4xd 4xd

3" (1/2") (1/2") 3"

4" (1/2") (1/2") 4"

1/2" (1") (1") 44 1/2"

5" (1/2") (1/2") 5"

3" (1/2") (1/2") 3"

TYP INT SLAB JOINT LAYOUT S-_033000_T024A S-_033000_T024A 170517 170517

SCALE: NTS NTS SCALE:

#6 #6

6xd 6xd

6" (1/2") (1/2") 6"

12" (1") (1") 12"

9" (1/2") (1/2") 9"

1/4" (1/2") (1/2") 55 1/4"

#7 #7

6xd 6xd

7" (1/2") (1/2") 7"

14" (1") (1") 14"

10" (1/2") (1/2") 10"

6" (1/2") (1/2") 6"

#8 #8

6xd 6xd

8" (1/2") (1/2") 8"

16" (1") (1") 16"

11" (1/2") (1/2") 11"

7" (1/2") (1/2") 7"

FTG REINF REINF FTG STD HOOK HOOK EA EA STD REBAR, TYP TYP REBAR,

D MIN MIN D

2xS MIN MIN 2xS

TOF TOF

D L

STD LAP LAP STD

#4 EF EF FTG FTG #4 AT EA EA STEP STEP AT

S-_032000_T002A S-_032000_T002A 140127 140127

SCALE: NTS NTS SCALE:

PLAN

FORMED FORMED SURFACE SURFACE

CONC SLAB SLAB O/ O/ CONC SUB-BASE, SUB-BASE, SEE PLAN PLAN SEE

TOC TOC SEE PLAN PLAN SEE TOF TOF SEE PLAN PLAN SEE

A RU C T UR O F OF I CAL

05/15/2019 PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

TURN DOWN DOWN TURN SLAB EDGE, EDGE, SLAB TYP TYP

6" 6"

No. S3737

2xS MIN MIN 2xS

ADDL SLAB SLAB BAR BAR CONT CONT W/ W/ STD STD HOOK HOOK ADDL EA END END WHERE WHERE DEPRESSION DEPRESSION IS IS EQUAL EQUAL EA TO SLAB SLAB THICKNESS THICKNESS "d" "d" OR OR GREATER GREATER TO

NOTES: NOTES: 1. D D == DEPTH DEPTH FTG, FTG, S S == STEP STEP AT AT FTG FTG (1'-6" (1'-6" MAX). MAX). 1. 2. TWO TWO STEPS STEPS SHOWN. SHOWN. SINGLE SINGLE STEPS STEPS OR OR MULTIPLE MULTIPLE STEPS STEPS SIMILAR. SIMILAR. 2. 3. SEE SEE PLANS PLANS FOR FOR FOOTING FOOTING SIZE SIZE AND AND REINFORCING. REINFORCING. 3. 4. VERT VERT // TIE TIE // DOWEL DOWEL REINF REINF NOT NOT SHOWN SHOWN FOR FOR CLARITY. CLARITY. PROVIDE PROVIDE TYP TYP TO TO BOT BOT OF OF FOOTING FOOTING & & STEP. STEP. 4.

FILL BLOCKOUT BLOCKOUT W/ W/ CONC CONC FILL (SAME MIX MIX AS AS SLAB SLAB O/ O/ SUBSUB(SAME BASE) AFTER AFTER ENTIRE ENTIRE BASE) STRUCTURAL SYSTEM SYSTEM IS IS IN IN STRUCTURAL PLACE PLACE

STEPPED BOTTOM

TYP REBAR HOOP, STIRRUP, TIE HOOKS & BENDS

FTG REINF REINF FTG

TOC TOC SEE PLAN PLAN SEE DEPRESSION, DEPRESSION, SEE PLAN PLAN SEE

DETAILING DIMENSION

STD HOOK HOOK STD EA REBAR, REBAR, EA TYP TYP

135 DEG HOOK

CONC SLAB SLAB & & SUB-BASE, SUB-BASE, CONC SEE PLAN PLAN SEE SLAB REINF, REINF, SEE SEE PLAN PLAN SLAB

HOOK WHERE WHERE DEPRESSION DEPRESSION HOOK IS 6" 6" OR OR GREATER GREATER IS

DETAILING DIMENSION

4d 2 1/2" MIN

DETAILING DIMENSION

NOTES: NOTES: 1. D D == MINIMUM MINIMUM FINISHED FINISHED INSIDE INSIDE BEND BEND DIA, DIA, dd == NOMINAL NOMINAL REBAR REBAR DIAMETER DIAMETER 1. 2. TOL TOL == TOLERANCE TOLERANCE (PER (PER ACI ACI 117) 117) 2.

R CL 3"

90 DEG HOOK

180 DEG HOOK

IN M 3"

W W

MATCH MATCH FTG BOT BOT FTG REINF REINF

D D

DJ OR OR SJ, SJ, SEE SEE DJ PLAN & & PLAN TYPICAL TYPICAL DETAILS DETAILS

CONC SLAB SLAB O/ O/ CONC SUB-BASE SUB-BASE

MATCH SLAB SLAB REINF REINF MATCH

W W

FESSIONA PRO L ED RRY J. VOLKE E

W W

STD LAP LAP STD

PLAN

D D

SEAL

STD LAP LAP STD

CONT FTG FTG TOP TOP REINF REINF CONT

ADDL SLAB SLAB BAR BAR CONT CONT W/ W/ ADDL STD HOOK HOOK EA EA END END STD

DEPRESSED DEPRESSED SLAB SLAB

STEPPED TOP AND BOTTOM

BASE PLATE PLATE BASE

2xS MIN MIN 2xS

TYP TYP

BEND .

INDICATES INDICATES OPTIONAL OPTIONAL ROUND ROUND BLOCKOUT BLOCKOUT

COL, SEE SEE PLAN PLAN COL,

STD LAP LAP STD

12d for for #6,7,8 #6,7,8 12d 6d for for #3,4,5 #3,4,5 6d

SECTION AT SLAB EDGE CONDITION

ADDL SLAB SLAB BAR BAR xx 4'-0" 4'-0" AT AT EA EA CORNER CORNER AT AT ADDL MID-DEPTH OF OF SLAB SLAB WHERE WHERE DEPRESSION DEPRESSION MID-DEPTH IS EQUAL EQUAL TO TO SLAB SLAB THICKNESS THICKNESS "d" "d" OR OR GREATER GREATER IS

BEND WHERE WHERE BEND SLAB EDGE EDGE SLAB OCCURS OCCURS

4" (1/2") (1/2") 4"

EMBED VERTS VERTS EMBED IN EPOXY EPOXY IN (NO TENSION TENSION (NO TEST) TEST) EDGE OF OF SLAB SLAB WHERE WHERE EDGE OCCURS, SEE SEE PLAN PLAN OCCURS,

6" (1/2") (1/2") 6"

3/4" (1") (1") 55 3/4"

1/2" (1/2") (1/2") 44 1/2"

TOF TOF SEE PLAN PLAN SEE

EER GIN EN R

3/4" (1/2") (1/2") 33 3/4"

CLR 3"

4xd 4xd

FTG REINF REINF FTG

IN DM

#5 #5

MATCH FTG FTG T&B T&B REINF REINF MATCH

TOC TOC SEE PLAN PLAN SEE

TOF TOF

TYP TYP

90 DEG DEG HOOK HOOK 90

CONSULTANT

IN M 3" TYP

180 DEG DEG HOOK HOOK 180

DIA DIA D D

PLAN

STD LAP LAP STD

REBAR REBAR SIZE SIZE

SEE SECTION SECTION AT AT SEE INTERIOR CONDITION CONDITION INTERIOR FOR ADDL ADDL INFO INFO FOR

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

#4 @ @ 16" 16" OC OC EW EW #4 (2) MIN MIN (2)

DJ OR OR CJ CJ AT AT INT INT DJ DOOR DOOR

NOTES: NOTES: 1. DJ DJ SPACING SPACING TO TO BE BE 36'-0" 36'-0" MAX MAX EW. EW. ALIGN ALIGN WITH WITH COLUMN COLUMN SPACING SPACING OR OR MODULE MODULE WHERE WHERE OCCURS. OCCURS. 1. 2. SJ SJ SPACING SPACING TO TO BE BE 12'-0" 12'-0" MAX MAX EW. EW. SPACE SPACE EQUALLY EQUALLY BTWN BTWN DJ'S DJ'S AND AND SLAB SLAB EDGES. EDGES. 2. 3. PROVIDE PROVIDE SJ SJ ALIGNED ALIGNED W/ W/ CENTERLINE CENTERLINE OF OF COLUMNS COLUMNS WHERE WHERE NO NO DJ DJ OCCURS. OCCURS. 3. 4. SEE SEE PLANS PLANS AND AND DETAILS DETAILS FOR FOR CONDITION CONDITION AT AT EDGE EDGE OF OF SLAB. SLAB. 4. 5. LENGTH LENGTH TO TO WIDTH WIDTH RATIO RATIO OF OF ANY ANY INDIVIDUAL INDIVIDUAL ELEMENT ELEMENT NOT NOT TO TO EXCEED EXCEED 11 1/2 1/2 TO TO 1, 1, TYP. TYP. 5. 6. PROVIDE PROVIDE JOINTS JOINTS PARALLEL PARALLEL AND AND PERPENDICULAR PERPENDICULAR TO TO BLDG BLDG COL COL LINES, LINES, TYP TYP UNO. UNO. 6.

TYP CONC FOOTING / WALL REINFORCING AT CORNERS AND INTERSECTIONS

SJ SJ

PROVIDE DIAG DIAG JOINTS JOINTS AT AT NONNONPROVIDE RECTANGULAR ELEMENTS ELEMENTS PERPENDICULAR PERPENDICULAR RECTANGULAR TO EDGE EDGE TO

DOUBLE CURTAIN

JOINTS AT AT ALL ALL REREJOINTS ENTRANT CORNERS CORNERS ENTRANT IF OFFSET OFFSET IF EXCEEDS 11 IN IN 6, 6, EXCEEDS PLACE JOINTS JOINTS PLACE PARALLEL TO TO TYP TYP PARALLEL JOINT DIRECTION DIRECTION JOINT

DJ DJ

INTERSECTION INTERSECTION

CORNER CORNER

90 DEG HOOK

TYP TYP

180 DEG HOOK

14" (1") (1") 14"

SJ SJ

7" (1/2") (1/2") 7"

SJ SJ

7" (1/2") (1/2") 7"

18 "M IN

6xd 6xd

STD LAP LAP STD

12d

#7 #7

L N IA

5" (1/2") (1/2") 5"

DJ OR OR SJ, SJ, SEE SEE DJ PLAN & & PLAN TYPICAL TYPICAL DETAILS DETAILS

6xd 6xd

STD STD HOOK, HOOK,

EDGE OF OF SLAB, SLAB, EDGE SEE PLAN PLAN SEE

#5 #5

4d 4d 1/2" MIN MIN 22 1/2"

8" (1") (1") 8"

DJ DJ

1/2" (1/2") (1/2") 44 1/2"

DJ DJ

4" (1/2") (1/2") 4"

DJ DJ

EJ OR OR DJ DJ AT AT EXT EXT EJ DOOR, SAD SAD DOOR,

6xd 6xd

#4 #4

DJ DJ

SINGLE CURTAIN

6" (1") (1") 6"

4" (1/2") (1/2") 4"

3" (1/2") (1/2") 3"

SJ SJ

6xd 6xd

#3 #3

W (TOL (TOL +/-) +/-) W

(TOL +/-) +/-) LL (TOL

CORNER CORNER

CMU OR OR CONC CONC WALL WALL CMU SEE TYP TYP COL COL SEE BLOCKOUT BLOCKOUT

SJ SJ

W (TOL (TOL +/-) +/-) W

INTERSECTION INTERSECTION

DIA DIA D D

CORNER CORNER

W D

REBAR REBAR SIZE SIZE

DETAILING DETAILING DIMENSION DIMENSION

DJ SPACING TYP

90 DEG DEG HOOK HOOK 90

180 DEG DEG HOOK HOOK 180

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

REGIST ER K

OFFSET

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

6" MIN MIN 6"

SECTION AT INTERIOR CONDITION

TYP STEPPED FOOTING

S-_033000_T003A S-_033000_T003A 150630 150630

SCALE: NTS NTS SCALE:

STD LAP LAP STD

TYP DEPRESSION IN CONC SLAB S-_033000_T019A S-_033000_T019A 140127 140127

SCALE: NTS NTS SCALE:

TYP COL BLOCKOUT S-_033000_T042A S-_033000_T042A 150807. Q2 Q2 150807.

SCALE: NTS NTS SCALE:

SEALANT SEALANT

75 75

81 108 108 81

93 93

124 105 105 140 140 118 118 157 157 131 131 175 175 124

BOT 22 22 BOT

29 29

38 38

36 36

48 48

43 43

57 57

63 63

84 84

72 72

95 95

81 108 108 91 91 81

TOP 25 22 TOP

29 33

39 43

36 41

48 54

44 49

58 65

63 71

84 94

72 81

96 107

81 121 108 102 92 136 122 114 102 151 135 91

BOT 19 17 BOT

23 25

30 33

28 31

37 42

34 37

45 50

49 54

65 72

56 62

74 83

63 70

83 93

71 79

121 101 101 134 134 121

94 105

BEVELED KEY KEY FORMED FORMED W/ W/ 2x4, 2x4, BEVELED PROVIDE ONE ONE KEY KEY FOR FOR EA EA 12" 12" PROVIDE OF FTG FTG WIDTH WIDTH OF

78 116 104 87

SCALE: NTS NTS SCALE:

S-_032000_T003A S-_032000_T003A 150107. Q2 Q2 150107.

ALL REINF REINF ALL CONT CONT THROUGH JT JT THROUGH

1'-0" 1'-0"

SMOOTH DOWELS DOWELS @ @ 12" 12" OC, OC, SMOOTH PLACE PERPENDICULAR PERPENDICULAR TO TO PLACE JT & & HOLD HOLD IN-PLACE IN-PLACE W/ W/ JT CHAIRS THAT THAT PERMIT PERMIT HORIZ HORIZ CHAIRS MOVEMENT OF OF DOWEL DOWEL MOVEMENT

CONC SLAB SLAB & & REINF, REINF, CONC SEE PLAN PLAN SEE

COAT ONE ONE END END TO TO COAT PREVENT BOND BOND OR OR USE USE PREVENT PLASTIC DOWEL DOWEL SLEEVES SLEEVES PLASTIC

2ND POUR POUR 2ND

#4 @ @ 16" 16" OC OC EW EW #4

TYP CONSTRUCTION JOINT AT GRADE BEAM/CONTINUOUS FOOTING S-_033000_T001A S-_033000_T001A 140127 140127

#4 @ @ 16" 16" OC OC #4 AT PERIMETER PERIMETER AT

SEALANT PER PER SEALANT SPEC SPEC

2" CLR CLR 2" TYP TYP

AT WALL WALL PROVIDE PROVIDE REBAR REBAR AT W/ STD STD HOOK, HOOK, EXTEND EXTEND W/ TO FAR FAR SIDE SIDE OF OF WALL, WALL, MATCH MATCH TO SIZE & & SPACING SPACING OF OF SLAB SLAB REINF REINF SIZE

CONC SLAB SLAB & & SUB-BASE, SUB-BASE, CONC SEE PLAN PLAN SEE

SLAB REINF REINF CONT CONT THROUGH THROUGH SLAB JT -- DO DO NOT NOT SPLICE SPLICE WITHIN WITHIN JT 2'-0" OF OF JT JT 2'-0"

#4 @ @ 16" 16" OC OC EW EW #4 TOP & & BOTTOM BOTTOM TOP

D/3

S-_033000_T009A S-_033000_T009A 150107. Q2 Q2 150107.

SCALE: NTS NTS SCALE:

CURB WIDTH WIDTH CURB 1/2" 11 1/2" CLR, TYP TYP CLR,

#4 CONT CONT AT AT EA EA EDGE EDGE #4 #4 MATCH MATCH TYP TYP SLAB SLAB REINF REINF #4 SPACING (18" (18" OC OC MAX) MAX) SPACING

EMBED (2/3 (2/3 xx d) d) IN IN EPOXY, EPOXY, 5" 5" EMBED MAX, NO NO TENSION TENSION TEST TEST MAX,

(E) REINF REINF (E)

CJ CJ

CURBS WIDER THAN 8" & LESS THAN 24" 12 ANCHOR ANCHOR DIA, DIA, MIN MIN 12

(E) CONC CONC SLAB SLAB & & (E) REINF, SEE SEE PLAN PLAN REINF,

(2/3 xx d) d) EMBED EMBED IN IN EPOXY, EPOXY, 5" 5" MAX MAX (2/3

S-_033000_T025A S-_033000_T025A 150630 150630

2 21/64"

#4 @ @ 16" 16" OC OC EW EW #4

SJ - SHRINKAGE JOINT

CURB WIDTH, WIDTH, 33 1/2" 1/2" MIN MIN CURB

ANCHORAGE, SEE SEE ANCHORAGE, EQUIP DETAIL DETAIL EQUIP

12" MAX 4" MIN

SLAB REINF REINF CONT CONT SLAB THROUGH JOINT JOINT THROUGH

TYP JOINTS AT CONC SLAB

STD LAP, LAP, TYP TYP STD

2" CLR CLR 2"

#4 CONT CONT #4 6"

(E) CONC CONC SLAB SLAB (E) & SUB-BASE, SUB-BASE, & SEE PLAN PLAN SEE

1 1/2" CLR

SAWCUT, USE USE EARLY EARLY ENTRY ENTRY SAWCUT, SAW WITH WITH ANTI-RAVEL ANTI-RAVEL SKID SKID SAW PLATE PLATE

NOTES: NOTES: 1. D D == DEPTH DEPTH SLAB, SLAB, SEE SEE PLANS PLANS 1. 2. SMOOTH SMOOTH DOWELS DOWELS SHALL SHALL HAVE HAVE SAW SAW CUT CUT ENDS ENDS -- DO DO NOT NOT SHEAR. SHEAR. USE USE 1/2" 1/2" DIA DIA FOR FOR D D UP UP TO TO 4", 4", 2. 3/4" DIA DIA FOR FOR D D UP UP TO TO 6", 6", 1" 1" DIA DIA FOR FOR D D UP UP TO TO 8", 8", 11 1/4" 1/4" DIA DIA FOR FOR D D UP UP TO TO 10", 10", & & 11 1/2" 1/2" DIA DIA FOR FOR D D 3/4" OVER 10". 10". OVER 3. SAWCUTTING SAWCUTTING AND AND TOOLING TOOLING SHALL SHALL OCCUR OCCUR AS AS SOON SOON AS AS CONCRETE CONCRETE IS IS HARD HARD ENOUGH ENOUGH SO SO THAT THAT 3. IT WILL WILL NOT NOT BE BE TORN TORN OR OR DAMAGED DAMAGED AND AND BEFORE BEFORE INITIAL INITIAL SHRINKAGE SHRINKAGE HAS HAS STARTED. STARTED. IT

SCALE: NTS NTS SCALE:

AGENCY

TYP CURB AT CONC SLAB

(E) CONC CONC SLAB SLAB (E) & SUB-BASE, SUB-BASE, & SEE PLAN PLAN SEE

ISOLATED PAD

SEALANT SEALANT

D/4, 1" MAX

STD HOOK HOOK STD SKEWED, TYP TYP SKEWED,

EXPANSION JOINT JOINT EXPANSION

CJ - CONSTRUCTION JOINT 1/8" to to 1/4" 1/4" 1/8"

NOTES: NOTES: 1. SEE SEE OTHER OTHER CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS FOR FOR CURB CURB LOCATIONS, LOCATIONS, DIMENSIONS, DIMENSIONS, INSERTS INSERTS 1. & SHAPES. SHAPES. & 2. SEE SEE TYPICAL TYPICAL DETAILS DETAILS FOR FOR CURB CURB DIMENSIONS DIMENSIONS RELATIVE RELATIVE TO TO STUD STUD WALLS. WALLS. 2.

2" CLR CLR 2"

2" CLR CLR -- STOP STOP SLAB SLAB REINF REINF 2" WHERE WALL WALL OCCURS OCCURS WHERE

(2) #4 #4 CONT CONT (2)

ANCHORAGE, SEE SEE ANCHORAGE, EQUIP DETAIL DETAIL EQUIP

12" MAX 4" MIN

CONC SLAB SLAB & & REINF, REINF, CONC SEE PLAN PLAN SEE

D/3

12 ANCHOR ANCHOR DIA, DIA, MIN MIN 12

STD LAP LAP STD

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

CURBS 8" WIDE OR LESS

#4 @ @ 16" 16" OC OC AT AT PERIMETER PERIMETER #4

5/15/2019 4:35:39 PM

#4 MATCH MATCH TYP TYP SLAB SLAB #4 REINF SPACING SPACING REINF (18" OC OC MAX) MAX) (18"

NOTE: NOTE: PAD MAY MAY BE BE POURED POURED PAD MONOLITHICALLY WITH WITH SLAB SLAB MONOLITHICALLY AT CONTRACTORS CONTRACTORS OPTION OPTION AT

STD LAP LAP STD

CJ AS AS NEEDED NEEDED CJ

FORM KEY KEY FORM

ADDL SLAB SLAB REBAR REBAR ADDL EA SIDE SIDE OF OF JOINT JOINT EA

CONC SLAB SLAB & & SUBSUBCONC BASE, SEE SEE PLAN PLAN BASE,

CURB WIDTH, WIDTH, 33 1/2" 1/2" MIN MIN CURB .

REINF, SEE SEE PLAN PLAN REINF,

ANCHORAGE, SEE SEE ANCHORAGE, EQUIP DETAIL DETAIL EQUIP

TYP PAD, UNO

TOOLED EDGES EDGES AT AT TOOLED EXTERIOR SLABS SLABS EXTERIOR

D/6 D/6

CONC SLAB SLAB & & SUB-BASE SUB-BASE CONC SEE PLAN PLAN SEE

CJ CJ

INDICATES CONC CONC OR OR INDICATES MASONRY WALL WALL MASONRY WHERE OCCURS OCCURS WHERE

SCALE: NTS NTS SCALE:

STD LAP, LAP, TYP TYP STD

MATCH WALL WALL MATCH REINF CLEARANCE CLEARANCE REINF

ELEVATION

2" CLR CLR 2"

MANAGEMENT

DJ - DOWEL JOINT 1ST POUR POUR 1ST

12" MAX

CURBS WIDER THAN 8" & LESS THAN 24" 12 ANCHOR ANCHOR DIA, DIA, MIN MIN 12

D/3

TYP CONCRETE REBAR LAP SPLICE LENGTHS (INCHES)

STD LAP, LAP, TYP TYP STD

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

NOTES: NOTES: 1. REINFORCING REINFORCING BEING BEING LAP LAP SPLICED SPLICED MUST MUST MEET MEET ONE ONE OF OF THE THE FOLLOWING FOLLOWING CONDITIONS: CONDITIONS: 1. A. CASE CASE 1: 1: THE THE CLEAR CLEAR SPACING SPACING OF OF THE THE BARS BARS BEING BEING SPLICED SPLICED IS IS NOT NOT LESS LESS THAN THAN ONE ONE BAR BAR A. DIAMETER, CLEAR CLEAR COVER COVER IS IS NOT NOT LESS LESS THAN THAN ONE ONE BAR BAR DIAMETER, DIAMETER, AND AND STIRRUPS STIRRUPS OR OR DIAMETER, TIES THROUGHOUT THROUGHOUT THE THE SPLICE SPLICE LENGTH. LENGTH. TIES B. CASE CASE 2: 2: THE THE CLEAR CLEAR SPACING SPACING OF OF THE THE BARS BARS BEING BEING SPLICED SPLICED IS IS NOT NOT LESS LESS THAN THAN TWO TWO BAR BAR B. DIAMETERS AND AND THE THE CLEAR CLEAR COVER COVER IS IS NOT NOT LESS LESS THAN THAN ONE ONE BAR BAR DIAMETER. DIAMETER. DIAMETERS C. FOR FOR ALL ALL OTHER OTHER CASES, CASES, MULTIPLY MULTIPLY THE THE SPLICES SPLICES SHOWN SHOWN BY BY 1.5. 1.5. C. 2. THE THE ABOVE ABOVE VALUES VALUES ARE ARE FOR: FOR: UNCOATED UNCOATED REINFORCEMENT, REINFORCEMENT, GRADE GRADE 60 60 REBAR, REBAR, CLASS CLASS B. B. 2. 3. TOP TOP BARS BARS ARE ARE HORIZONTAL HORIZONTAL REINFORCEMENT REINFORCEMENT WITH WITH MORE MORE THAN THAN 12" 12" OF OF NEW NEW CONCRETE CONCRETE 3. PLACED BELOW BELOW THE THE BAR. BAR. BOTTOM BOTTOM BARS BARS ARE ARE ALL ALL OTHER OTHER HORIZONTAL HORIZONTAL OR OR VERTICAL VERTICAL PLACED REINFORCEMENT. REINFORCEMENT.

1/2" 11 1/2"

TYP TYP

12" MAX

56 56

12" MAX

62 62

12" MAX

47 47

STD LAP LAP STD

50 50

#4, MATCH MATCH TYP TYP #4, SLAB REINF REINF SLAB SPACING SPACING (18" OC OC MAX) MAX) (18"

#4 VERT VERT MATCH MATCH TYP TYP SLAB SLAB #4 REINF SPACING SPACING (18" (18" OC OC REINF MAX) MAX) CJ CJ

38 38

STOP SLAB SLAB REINF REINF AT AT STOP JT JT

1 1/2" CLR

38 38

NWC LWC LWC NWCLWC NWCLWCNWCLWC NWCLWCNWCLWC NWCLWC NWC NWCLWC LWCNWCLWC NWCLWC NWCLWC NWCLWCNWCLWC NWCLWCNWCLWC NWCLWC NWC TOP 28 28 TOP

CONC SLAB SLAB & & SUB-BASE, SUB-BASE, CONC SEE PLAN PLAN SEE

PLAN

CJ AS AS NEEDED NEEDED CJ

1 1/2" CLR

#11 #11

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

#4 CONT CONT AT AT EA EA EDGE EDGE #4

FORM JOINT JOINT AND AND APPLY APPLY FORM FORM RELEASE RELEASE AGENT AGENT FORM

3" CLR

#10 #10

DATE 01/04/2019 5/17/2019

#9 #9

MARK

1/2" 11 1/2" CLR, TYP TYP CLR,

REINF, SEE SEE PLAN PLAN REINF,

D/2 D/2

#8 #8

2" CLR CLR 2" TYP TYP

12" MAX 4" MIN

#7 #7

5,000 4,000

#6 #6

#5 #5

CONC SLAB SLAB & & CONC SUB-BASE SEE SEE SUB-BASE PLAN PLAN

AS AN AN ALTERNATE, ALTERNATE, SAW SAW CUT CUT AS OVER DOWEL DOWEL PER PER TYP TYP OVER SHRINKAGE JOINT JOINT (SJ) (SJ) SHRINKAGE DETAIL INSTEAD INSTEAD OF OF DETAIL FORMED JOINT JOINT FORMED

ISSUED

CURB WIDTH WIDTH CURB

(2) #4 #4 CONT CONT (2)

AT WALL WALL PROVIDE PROVIDE DOWEL DOWEL AT W/ STD STD HOOK, HOOK, EXTEND EXTEND W/ TO FAR FAR SIDE SIDE OF OF WALL WALL TO ADDL SLAB SLAB REBAR REBAR ADDL EA SIDE SIDE OF OF JOINT JOINT EA

3,000 3,000

#4 #4

FTG DEPTH SEE PLAN

f'c f'c (psi) (psi)

#3 #3

TOOLED EDGES EDGES AT AT TOOLED EXTERIOR SLABS SLABS EXTERIOR

INDICATES CONC CONC OR OR INDICATES MASONRY WALL WALL MASONRY WHERE OCCURS OCCURS WHERE

FTG WIDTH SEE PLAN

MATCH WALL WALL MATCH REINF CLEARANCE CLEARANCE REINF

CLEAN, ROUGHEN ROUGHEN SURFACE SURFACE CLEAN, & APPLY APPLY BONDING BONDING AGENT AGENT &

TITLE

DETAILS - TYPICAL CONCRETE

EMBED (2/3 (2/3 xx d) d) IN IN EPOXY, EPOXY, 5" 5" EMBED MAX, NO NO TENSION TENSION TEST TEST MAX,

(E) REINF REINF (E)

CURBS 8" WIDE OR LESS C

PAD AT EXISTING SLAB NOTES: NOTES: 1. SEE SEE CONSTRUCTION CONSTRUCTION DOCUMENTS DOCUMENTS FOR FOR CURB CURB LOCATIONS, LOCATIONS, DIMENSIONS, DIMENSIONS, INSERTS INSERTS & & SHAPES. SHAPES. 1. 2. SEE SEE TYPICAL TYPICAL DETAILS DETAILS FOR FOR CURB CURB DIMENSIONS DIMENSIONS RELATIVE RELATIVE TO TO STUD STUD WALLS. WALLS. 2.

TYP HOUSEKEEPING PADS SCALE: NTS NTS SCALE:

S-_033000_T022A S-_033000_T022A 140127 140127

TYP CURB AT (E) CONC SLAB SCALE: NTS NTS SCALE:

S-_033000_T007A S-_033000_T007A 150107. Q2 Q2 150107.

SHEET

S-531

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

FLS

ACS

✔

07/03/2019

GRADE LINE

. .

EXCAVATE TRENCH & BACKFILL PER SPECS PIPE

BOT OF CONT OR SPREAD FTG

ABOVE FOOTING

WHERE PIPES INTERSECT REINF AT BOTTOM OF FTG DEPTH D, STEP FTG TO MAINTAIN PIPES IN AREA SHOWN

4" MIN

PIPE, TYP

2" 2" MIN MIN CLR CLR TO TO REINF, REINF, TYP TYP

4" 4" MIN MIN

D D

1 2

S S

D MIN

TOC SEE PLAN

SLAB REINF, SEE PLAN

CONSULTANT

CJ #4 VERTS W/ STD HOOK SKEWED MATCH SLAB REINF SPACING

FTG REINF, SEE PLAN

TYP PIPE ADJACENT TO FOOTING

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

TOF SEE PLAN

SEE PLAN

NOTES: 1. W = WIDTH FTG, D = DEPTH FTG. 2. TRENCHING LIMITATIONS ARE SAME FOR BOTH FACES OF FOOTING. 3. MAINTAIN LIMITS SHOWN FOR WIDER OR SHALLOWER FTG BEYOND, WHERE OCCURS. 4. PIPE AS NOTED SHALL REFER TO: PIPES, DUCTS, CONDUITS, ETC.

SLEEVE / WRAP, TYP

CONC SLAB & SUB-BASE, SEE PLAN

SEE SEE PLAN PLAN

FOOTING, SINGLE STEP SHOWN, MULTIPLE STEP SIM

FOR DEEPER TRENCHES, SEE TYP DET TO STEP CONT FTG OR DROP PAD FTG TO MAINTAIN LIMITS SHOWN (ALTERNATE: WITH APPROVAL OF GEOTECHNICAL ENGINEER, FILL WITH CONTROLLED LOW STRENGTH MATERIAL PRIOR TO PLACING FTG)

STEP TOP & BOT OF FTG PER TYP DETAIL

PAVEMENT, WHERE OCCURS FIN GR, WHERE OCCURS

6" 6" MIN MIN

RECESS CONC CURB PER "TYP GYP BOARD ATTACHMENT AT CURB" DETAIL #4 CONT

AB, SEE SCHED ALIGN

3" 3" CLR CLR

9" 9" MIN MIN

D D S S

NO TRENCHES ADJACENT TO FACE OF FTG BELOW THIS LINE

D/2 MIN

WOOD STUD WALL, SEE PLAN

CL STUD, AB & FTG

4" MIN

2" MIN

GRID

SP, SEE PLAN

TOF SEE PLAN D D

2" 2" MIN MIN

D D

. .

FOS

1'-0" 1'-0" MIN MIN

4" 4" MIN MIN

2" MIN CLR TO REINF, TYP

TOF

2" MIN CLR TO REINF, TYP TOF

✔

DATE:

1'-6" MIN

FACE OF FTG

TOF IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

2xW 3'-0" MIN

FOOTING WALL

2" 2" MIN MIN

BOT OF SLAB

REVIEWED FOR

WHERE PIPES INTERSECT REINF AT TOP OF FTG DEPTH D, STEP FTG TO PASS PIPES ABOVE FTG 2" 2" MIN MIN

0 1/4" 1/2"

SLEEVE / WRAP, TYP PIPE, TYP

INC:

S-_033000_T015A 150623

SCALE: NTS

D MIN

DETAIL

S-_033000_C021A 140127. Q2

SCALE: NTS

STEP BOT OF FTG PER TYP DETAIL

PROJECT

TEHAMA CENTER STUDENT SERVICES

3" 3" CLR CLR

SEE SEE PLAN PLAN

CLIENT

SEE PLAN

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

DETAIL 10

LARGEST ADJACENT d d .

S-_033000_C030A 140127. Q2

SCALE: NTS

ISSUED

1 5/256" 1 5/256"

CLR CLR MIN MIN SEE SEE PLANS PLANS TYP TYP

11 1/2" 1/2" CLR CLR TYP TYP

MAKE SAME DEPTH WHEN SPACING IS LESS THAN D, NO STEPS PERMITTED

770 DIAMOND AVE RED BLUFF, CA 96080

#4 VERTS W/ STD HOOK SKEWED, MATCH SLAB REINF SPACING

BELOW SLAB

LARGER ADJACENT d

BELOW FOOTING

MARK

TYP PIPE CROSSING FOOTINGS S-_033000_T016A 150623

L 3x LARGER ADJACENT d

MIN

EQ E

ANCHOR ROD HOLES

5/16

E E

REINF

HSS COL, SEE PLAN

SLAB/WALL - SPACING 3d & GREATER LL

GRID

"D" = SLAB OR WALL THICKNESS "d" = SLEEVE OUTSIDE DIAMETER

CLR MIN, SEE PLANS, TYP EQ EQ

1 5/256" 1 5/256"

MANAGEMENT .

EQ EQ

COL PER PLAN E E

PLAN

SCALE: NTS

GRID

1 1/2"C LR 1 1/2"C LR

BUNDLED PIPE GROUPS

SLAB/WALL - SPACING d to 3d

D/3, 3/4" MIN COVER OR 1 1/2" MIN COVER IF EXPOSED TO EARTH OR WEATHER

NOTES: 1. D = DEPTH FOOTING, W = WIDTH FOOTING, S = STEP AT FOOTING. 2. PIPE AS NOTED SHALL REFER TO: PIPES, DUCTS, CONDUITS, ETC. ELECTRICAL CONDUITS 1" DIA OR LESS NEED NOT BE SLEEVED / WRAPPED. 3. THIS DETAIL SHALL APPLY IN ALL CASES WHERE A PIPE MUST CROSS A CONTINUOUS FOOTING. COORDINATE ELEVATIONS AND LOCATIONS OF ALL PIPES & FOOTINGS ACCORDINGLY. CONTACT STRUCTURAL ENGINEER FOR CONDITIONS NOT COVERED. 4. PIPES SHALL BE SLEEVED OR WRAPPED AS SHOWN. SLEEVE INSIDE DIAMETERS SHALL BE MIN 2" (4" FOR SPRINKLER PIPES 4" & LARGER) LARGER THAN PIPE OUTSIDE DIAMETER. CENTER PIPES WITHIN SLEEVE. PIPES IN PLACE PRIOR TO PLACING CONC MAY BE WRAPPED W/ 1" (2" FOR SPRINKLER PIPES 4" & LARGER) THICK FLEXIBLE INSULATION INSTEAD OF SLEEVE. 5. SLEEVE / WRAP SHALL EXTEND THE FULL WIDTH OF FOOTING. SEAL ENDS OF SLEEVE / WRAP AS REQUIRED TO PREVENT WATER PENETRATION. 6. MULTIPLE PIPES SHALL COMPLY WITH THE HORIZONTAL AND VERTICAL SPACING SHOWN OR BE GROUPED INTO ONE LARGE BUNDLE WITHIN THE LIMITATIONS SHOWN. MULTIPLE BUNDLED PIPE GROUPS SHALL BE SPACED 4xD MIN OC. 7. PIPES AND SLEEVE / WRAP SHALL BE ADEQUATELY SUPPORTED AND SECURED AGAINST DISPLACEMENT BEFORE AND DURING CONCRETE PLACEMENT. 8. COORDINATE PIPE LOCATIONS SO THAT FOOTING REINFORCING IS NOT DISPLACED. MOVE PIPES TO MAINTAIN 2" CLR FROM REINFORCING TO SLEEVE / WRAP. 9. PIPES NEXT TO BUT NOT CROSSING FOOTING SHALL COMPLY WITH TYPICAL DETAIL FOR PIPE ADJACENT TO FOOTINGS. 10. FLEXIBLE INSULATION AS NOTED SHALL REFER TO LOW DENSITY POLYETHYLENE FOAM WITH A DENSITY OF 1.5-3 PCF (PER ASTM D1622) LAYERED TO MEET THICKNESS REQUIREMENTS.

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

12" MAX

11 1/2" 1/2" CLR CLR MIN, MIN, TYP TYP

TYP PIPE CROSSING FOOTING

12" MAX

DATE 01/04/2019 5/17/2019

2 7/32" 2 7/32"

BUNDLE PIPES AS TIGHTLY AS POSSIBLE

1'-6" MIN TYP 12" MIN

W W

18" MAX

#5 T&B ADDL REINF, TYP

WRAP 1" MIN ALL AROUND

90 DEG WHEN CROSSING THROUGH OR ABOVE FTG, 60 DEG MIN WHEN CROSSING BELOW FTG

2 7/32" 2 7/32"

A RU C T UR O F OF I CAL

05/15/2019

6" MIN 6" MIN

THROUGH SLAB

TOC SEE PLAN

FTG REINF, SEE PLAN

D/4 MIN

BEARING SURFACE AS REQ FOR FOUNDATIONS, TYP

NOTES: 1. PIPE AS NOTED SHALL REFER TO: PIPES, DUCTS, CONDUITS, ETC. ELECTRICAL CONDUITS 1" DIA OR LESS NEED NOT BE SLEEVED 2. PIPES SHALL BE INSTALLED SUCH THAT CUTTING, BENDING OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. 3. PIPES EMBEDDED IN SLABS & WALLS SHALL BE 2" MAX DIA & MIN SCHEDULE 40. 4. FLEXIBLE INSULATION AS NOTED SHALL REFER TO LOW DENSITY POLYETHYLENE FOAM WITH A DENSITY OF 1.5-3 PCF (PER ASTM D1622) LAYERED TO MEET THICKNESS REQUIREMENTS.

TYP PIPE AT SLABS / WALLS

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

2 1/2" TYP

2 1/2" TYP NOTES: 1. SEE 12/S-532 FOR INFORMATION NOT SHOWN

PLAN

GRID

S-_033000_T026A 140127

SCALE: NTS

AGENCY

DETAIL SCALE: NTS 150807

ANCHOR ROD & NUT 3" MIN CONC

INCREASE FTG WIDTH BY VERT PIPE DIA + 2" WHERE VERT PIPE OCCURS

AT CONT FOOTING

ADDL TIE ABOVE & BELOW RISER

STL PLATE

T T

TOF OR TOC SEE PLAN

2 1/2" MIN

#5 VERT W/ STD HOOK AT EA CORNER

COL, SEE PLAN COL BLOCKOUT

HEADED ANCHOR OR LOCKED DBL HEX NUTS, TYP

SECTION

2'-0" MIN CLR BTWN NOTCHES

PLAN OF CURB

HSS COLUMN BASE PLATE SCHEDULE NO PIPES SHALL BE PLACED WITHIN OR BELOW SPREAD FTGS. DROP PAD FTG BELOW RISER & EXTEND STEEL COL

2" MIN

AT PAD FOOTING

12 S-532

CONC SLAB & SUB-BASE, SEE PLAN

TOC SEE PLAN

TOF DROPPED

BASE PLATE DIMENSIONS T E L

COLUMN SIZE

ANCHOR ROD DIA

HSS4HSS4 OR HSS5

3/4"

3/4" T

1 1/2" E

HSS46HSS4 OR HSS58

3/4"

1 1/2"

10" L 14" 10"

WELD SIZE W

1/4"

TITLE

TOF SEE PLAN

HOOKS AS REQ, SEE PLAN

6" TYP

S-_033000_T014A 150417. Q1

TYP HSS COL BASE PLATE 12 SCALE: NTS

S-_051200_T001A 180723

DETAILS - TYPICAL CONCRETE

REINF, SEE PLAN

3" CLR, TYP PAD FTG SIZE, SEE PLAN

NOTES: 1. APPLIES TO SQUARE, RECTANGULAR (2 to 1 MAX DEPTH TO WIDTH RATIO), PIPE & ROUND HSS. 2. WELD NOT REQUIRED AT RADIUS CORNERS OF SQUARE OR RECTANGULAR HSS. 3. AT RECTANGULAR HSS, USE LARGER HSS DIMENSION.

TYP PIPE RISERS AT FOOTINGS SCALE: NTS

AB, SEE

SEE TYP DET FOR PILASTER

NOTES: 1. PIPE AS NOTED SHALL REFER TO: DUCTS, CONDUITS, ETC. ELECTRICAL CONDUITS 1" DIA OR LESS NEED NOT BE WRAPPED. 2. PIPES SHALL NOT PENETRATE A SILL PLATE AT SHEAR WALLS 3. FLEXIBLE INSULATION AS NOTED SHALL REFER TO LOW DENSITY POLYETHYLENE FOAM WITH A DENSITY OF 1.5-3 PCF (PER ASTM D1622 LAYERED TO MEET THICKNESS REQUIREMENTS

2" 2"

4" TYP 2" MIN

BASE PL NON-SHRINK GROUT

1'-0" 1'-0" MIN MIN UNO UNO

3" MIN

PAD PAD FTG FTG DEPTH DEPTH

. .

WRAP PIPE W/ 1/8" FLEXIBLE INSULATION

SEE SEE PLAN PLAN

WHERE RISER INTERFERES W/ CONT FTG, STEP FTG PER TYP DETAIL & PASS RISER ABOVE FTG

STEEL COL, SEE PLAN WRAP VERT PIPE W/ 1/8" FLEXIBLE INSULATION WRAP HORIZ PIPE & ELBOW W/ 1" FLEXIBLE INSULATION #3 TIES @ 12" OC, MAX & 2" FROM TOP

PL WASHER

3" 3" CLR, CLR, TYP TYP

ADDL #4 DOWEL & AB EA SIDE OF PIPE

1 1/2" CLR

12"MAX 12"MAX NOTCH NOTCH

WRAP VERT PIPES WITH 1/8" FLEXIBLE INSULATION. WRAP HORIZ PIPE & ELBOW W/ 1" FLEXIBLE INSULATION 3/4" CLR MAX PIPE SIZE IS AS FOLLOWS: 2 1/4" OD FOR 2x6 WALL 4 1/4" OD FOR 2x8 WALL 6 1/4" OD FOR 2x10 WALL

STD STD LAP LAP TYP TYP

ADDL #4 x4'-0" EA SIDE OF PIPE

1'-9"

SEE TYP DETAIL FOR PIPE AT SLAB TOF STEPPED

ADDL #4 W/ STD LAP EA END

1'-9"

TOF

NOTCHED CONT SILL PLATE

3" 3" MAX MAX

PROVIDE 16GA STL PLATE AS SHOWN, ATTACH TO SILL FLEXIBLE INSULATION FLEXIBLE INSULATION

L N IA

. . . .

SLAB REINF, SEE PLAN

2" MIN CLR TO PIPE FROM BOT OF SLAB

4" MIN, TYP

CL PIPE

CONC SLAB & SUB-BASE, SEE PLAN

No. S3737

1 1/2" 1 1/2"

2" 2" MIN MIN

1/8" MIN FLEXIBLE INSULATION

3 31/32"MIN 3 31/32"MIN

3'-0" 3'-0" MIN MIN

2xW 2xW & & LESS LESS

2" 2" MIN MIN

D D OVER OVER 2xW 2xW

PIPE EXCAVATE & BACKFILL TRENCH PER SPECS

ADDITIONAL #4 CONT

TOF SEE PLAN

CONC SLAB O/ SUB-BASE, SEE PLAN

2" MIN

4" MIN TYP

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

1/3 TOTAL DEPTH OF THICKENED SLAB OR 3" MIN

IN SLAB BELOW REINF

SPACE D MIN

5/15/2019 4:35:41 PM

AB, SEE SCHED

8" MAX INCLUDING TOTAL DEPTH OF INTERSECTING PIPES

8" MIN

SP, SEE PLAN

1/8" MIN FLEXIBLE INSULATION

TOF

WOOD STUD WALL, SEE PLAN

EER GIN EN R

CL STUD, AB & FTG

FESSIONA PRO L ED RRY J. VOLKE E

FOOTING

1 1/2" MIN CLR TO PIPE

SLEEVE / WRAP, TYP PIPE, TYP

SEAL

IF SPACING IS LESS THAN D, REMOVE SOIL THIS AREA AND FILL W/ SAME MATERIAL AS AT ADJACENT PIPES CONTROLLED LOW-STRENGTH MATERIAL OR CONC PLACED PRIOR TO FTG, TYP (MATCH FTG WIDTH, MIN)

4 1/2" 4 1/2"

THROUGH FOOTING

PROVIDE JOINTS AS SHOWN FOR COVERED CONCRETE. CONTACT ARCH FOR EXPOSED CONDITIONS

REGIST ER K

CONC SLAB O/ SUB-BASE, SEE PLAN SLAB REINF

3 1/2" 3 1/2"

HATCHING INDICATES AREA WITHIN FTG WHERE PIPES ARE ALLOWED TO PASS THROUGH

3" 3" MIN MIN

FOOTING, SINGLE STEP SHOWN, MULTIPLE STEP SIM

SHEET

TYP PAD FOOTING 16 SCALE: NTS

S-532 S-_033000_C014A 140127. Q2

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR SS

SEE TYP DETAILS FOR STUD WELD

2X STUD EA SIDE, TYP UNO

SHAPE AS SHOWN FOR TIGHT FIT, TYP

STUD WALL, SEE PLAN

EQ EQ

1 7/8

15/16

16d COMMON

0.162

3 1/2

1/8

20d BOX

0.148

7/64

1 7/8

15/16

30d BOX

0.148

4 1/2

7/64

1 7/8

15/16

40d BOX

0.162

1/8

END

INTERSECTION

SP EN, TYP

INCREASE STUD THICKNESS AS REQ TO MAINTAIN MIN DIM SHOWN, TYP

SPACING PER TABLE

3/32"

1 1/4"

#10

0.190

7/64"

1 1/2"

#12

0.216

1/8"

1 3/4"

#14

0.242

5/32"

5" MIN & 9" MAX FROM ENDS, SPLICES & HOLES OR NOTCHES GREATER THAN 1/3 THE STUD WIDTH

NOTES: 1. PREDRILL ALL SCREW HOLES W/ COUNTERSINK BIT. 2. ALL SCREWS TO HAVE FLAT HEAD FOR WOOD TO WOOD CONNECTIONS AND PAN HEAD FOR SP TO WOOD OR METAL TO WOOD CONNECTIONS. 3. ALL SCREWS TO HAVE ROLLED THREADS. 4. WAX SHALL BE USED ON THE WOOD SCREWS OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE WOOD SCREW. 5. THE THREADED PORTION OF THE WOOD SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER.

TYP WOOD SCREW INSTALLATION S-_061010_T006A 140127. Q2

SCALE: NTS

3X 3X

1'-4" OC MAX

8" OC MAX

S-_061010_T025A 140127. Q2

SCALE: NTS

CL STUD & AB

15/32" 15/32"

1/2" 1/2"

57/64" 57/64"

1 35/64" 1 35/64"

3" PROJECTION

1/2" DIA AB W/ STEEL WASHER @ 48" OC

2 33/64" 2 33/64"

THREAD LENGTH

1 35/64" 1 35/64"

1/2" 1/2"

1 7/32" 1 7/32"

1 11/32" 1 11/32"

SHANK LENGTH

MINIMUM PENETRATION

BASE WOOD MEMBER

3/8" DIA CONC SCREW W/ STEEL WASHER @ 32" OC

2X PTW PPTWSILL SILL

9/32" 9/32"

'D2' LEAD HOLE FOR THREADED PORTION

1/4"

3/8"

1/2"

LAG / SHANK DIA

5/8"

3/4"

7/8"

1" SH AN KLENGTH SH AN KLENGTH

LAG / SHANK DIA

'D2' HOLE SIZE

1/8"

3/8" 1/4"

1/2" 1/4"

MIN PENETRATION 2 1/2" 3 3/4" 4 3/4"

5/8"

3/4"

3/8" 6"

1/2"

7/8" 1/2"

1" 1 41/64" 1 41/64"

1/4"

SHANK LENGTH

5/8"

3" MIN

THREAD LENGTH

AT FLAT SLAB

15/64" 15/64"

'D1' HOLE SIZE

CONC SLAB & SUBBASE, SEE PLAN

7 1/4" 8 1/2" 9 1/2"

DEPRESSED SLAB WHERE OCCURS. IF DEPRESSED 2" OR GREATER, BOLT SILL AS SHOWN AT CURB EDGE OF CONC WHERE OCCURS

8" WALL

10" WALL

4" WALL

6" WALL

8" WALL

10" WALL

4x8

6x6

6x8 FLAT

2x4

2x6

2x8

2x10

4x10

(2) 2x4

(2) 2x6

(2) 2x8

(2) 2x10

10'

4x12

" " 6X12 6x10 " " 6X12 SEE PLAN

6x10 FLAT 6X12 " "

(3) 2x4

(3) 2x6

(3) 2x8

(3) 2x10

TYP LAG SCREW INSTALLATION S-_061010_T004A 160711. Q2

SCALE: NTS

S-_061010_T027A 140127. Q2

SCALE: NTS

STUD WALL, SEE PLAN TYP STUD WELD AT "NELSON" STUDS

1/4

1/2" 1/2"

3/8" DIA CONC SCREW W/ STEEL WASHER @ 32" OC

2X PPTW SILL

WALL HT ABOVE FF

WALL HT

(2) 16D EA END, EA 2x

8'-0" OC

12'-0" TO 24'-0"

4'-0" OC

WITHOUT CURB

(E) DEPRESSED SLAB WHERE OCCURS. IF DEPRESSED 2" OR GREATER, BOLT SILL AS SHOWN AT CURB

NOTE: 1. WHERE OPNG IS LESS THAN TYP STUD SPACING, PROVIDE 2X6 ABV & BLW OPNG & ATTACH SIM TO SILL ABV

TYP FRAMING AT OPENINGS S-_061010_T031A 140127. Q2

SCALE: NTS

"SIMPSON" CS22 x 1'-4" AT EA BRACE TO STUD W/ (7) 8d TO WALL & (7) 8d TO BRACE

S-_061010_T032A 140127. Q2

SCALE: NTS

S-_061010_T039A 140127. Q2

TYP INTERIOR NON-STRUCTURAL WALL ANCHORAGE AT (E) SLAB SCALE: NTS

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

ALT CONNECTION PARALLEL TO BEAM 1/4" CLR MAX FROM BLOCK TO JOIST AT CLIP

JOIST, SEE PLAN 2X BLKG @ 24" OC

PARALLEL TO JOISTS

TYP INT NON-STRUCTURAL PARTIAL HEIGHT WALL BRACING

MARK

MANAGEMENT

STUD WALL, SEE PLAN

2X STUD WIDTH BLKG EA SIDE

1 1/2"

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

WHERE JOISTS ARE 48" OC, PROVIDE DTC EA SIDE OF JOIST

DETAIL A PERPENDICULAR TO JOISTS

AGENCY

TYP INT NON-STRUCTURAL WALL ANCHORAGE AT JOISTS S-_061010_T036A 150107. Q2

SCALE: NTS

CL OF PLATE & DRILLED HOLE

SPLICE 5" MIN & 9" MAX FROM ENDS

4'-0" MAX UNO (SEE SHEAR WALL SCHED & PLANS)

6" 6"

6 1/2" 6 1/2"

5/8" DIA X 1'-0" AB 5/8" DIA X 1'-6" AB WHERE CURB OCCURS ("HEX" HEAD ANCHOR BOLT)

S-_061010_T027B 140127. Q2

WHERE FOUNDATION IS NOT LEVEL, DRY PACK AS REQ TO MAINTAIN FULL BEARING AT CONTACT SURFACES

NOTES: 1. PLATES BORED, CUT OR NOTCHED MORE THAN 1/3 OF WIDTH SHALL HAVE ADDL BOLTS EACH SIDE OF BORE, CUT OR NOTCH (AS FOR SPLICES) 2. TWO BOLTS MIN FOR EACH PIECE OF SILL 3. OUTSIDE DIA OF THREADS MUST EQUAL BOLT SHANK DIA 4. HOLDOWN BOLTS DO NOT REPLACE ANCHOR BOLTS 5. CENTER ALL AB'S ON CENTERLINE OF SILL UNO

TYP AB AT WOOD SILL PLATE SCALE: NTS

S-_061010_T035A 140127

BACKER BLKG, TYP WIDTH TO MATCH STUD WALL BACKER BLKG, TYP SP EN SP EN

DBL 2x TOP PL

"SIMPSON" A34 A34 EA EA END END "SIMPSON" "SIMPSON" DTC EA JOIST/BLKG (SLOTTED LEG VERT)LEG INSTALL NAILS (SLOTTED VERT) IN CENTER OF SLOT VERT

"SIMPSON" CS18 EA SIDE OF EA TOP PL W/ (11) 8d EA END

SEE PLAN TOC

WITH CURB

NOTE: 1. PLATES BORED, CUT OR NOTCHED MORE THAN 1/3 OF WIDTH SHALL HAVE ADDL CONNECTOR (PAF OR BOLT AS DENOTED) EACH SIDE OF BORE, CUT OR NOTCH (AS FOR SPLICES) 2. TWO CONNECTORS MIN FOR EACH PIECE OF SILL

TYP WELDED THREADED STUD (WTS)

STUD WALL

"SIMPSON" DTC AT EA JOIST/BLKG (SLOTTED LEG VERT) PLACE NAILS IN SLOT AT 1/2" FROM BOTTOM OF SLOT DRIVE NAILS IN SLOT TO ALLOW 1/16" GAP BETWEEN NAIL HEAD & CLIP

NOTE: 1. FRAMING ABOVE MAY SLOPE, SEE PLANS

AT CURB

SEE PLAN 2 1/2" EMBED

3" MIN

PARALLEL TO BEAM

ISSUED

#10 PAN HD WOOD SCREW EA SIDE - DO NOT DRIVE TIGHT

"SIMPSON" A34 AT EA BRACE

WOOD NAILER

2X BLKG

ADD 2x4 FLAT W/ 16d @ 12" OC WHEN BRACE LENGTH "x" EXCEEDS 6'-0", (MAX "x" = 14'-0") TYP

BRACE SPACING

7'-6" TO 12'-0"

2x4 BRACES AT MAX SPACING SHOWN PER TABLE, ALTERNATE ES OF WALL WHEN POSSIBLE, PROVIDE ADDL BRACE AT ENDS OF WALL NOT INTERSECTED BY ANOTHER WALL (BRACES PERPENDICULAR TO WALL)

16 GA SLOTTED TRACK W/ WIDTH TO MATCH STUD DEPTH (ICC ESR 1042) W/ # 10 WOOD SCREWS @ 16" OC TO BEAM 1" MIN

1 1/2" MIN

12" LONG 2X BLOCK W/ (2) 16D TO PL

2X STUD WIDTH BLKG

STD CUT WASHER, UNO

SCALE: NTS

BRACE PARALLEL TO FRAMING

1 (MAX) 1/2 (MIN)

BRACE SKEWED OR PERPENDICULAR TO FRAMING

POST WHERE OCCURS, SEE PLAN

FRAMING, SEE PLAN 2x BLKG AT EA BRACE W/ "SIMPSON" A34 EA END

FRAMING ANCHOR T&B OF EA KING STUD WHERE "L" EXCEEDS 4'-0"

STUD ANCHOR AT BOLT

(E) CONC SLAB & SUBBASE, SEE PLAN

THREADED ROD OR "NELSON" STUD TYPE CPL

SP, SEE PLAN

(3) 16d

STUDS EA SIDE OF OPNG GREATER WHERE "L" EXCEEDS 6'-0"

DOOR OPNG

#4 CONT STEEL MEMBER SEE PLANS

HEADER PER SCHEDULE

"L"

"SIMPSON" HTC AT EA STUD (SLOTTED LEG VERT) PLACE NAILS IN SLOT AT 1/2" FROM BOTTOM OF SLOT DRIVE NAILS IN SLOT TO ALLOW 1/16" GAP BETWEEN NAIL HEAD & CLIP

1/2" 1/2"

1/2" DIA AB W/ STEEL WASHER @ 32" OC - EMBED IN EPOXY INTO (E) CONC SLAB (NO TEST LOAD)

TYP AT THREADED ROD

S-_061010_T029A 140127. Q2

SCALE: NTS

DBL CRIPPLE AND DBL KING EXTERIOR STUDS: (3) 16D EA END STUDS, TYP. TRIPPLE DBL CRIPPLE & DBL KING CRIPPLE AND TRIPPLE KING MIN. TRIPPLE AT DBLFOR CRIPPLE & DBL OPENINGS > KING 6'-0" OPENINGS 6' OR

WINDOW OPNG SHOWN DASHED

3" PROJECTION

(1) 16D PER 2" OF HEADER DEPTH EACH (3) 16D EA END END

FRMG ANCHOR

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

(3) 8D EA SIDE OF STUD AT EA PIECE OF BLKG

CL STUD & AB

NOTES: 1. DO NOT COUNTERSINK BOLT TYP UNO 2. D = WOOD NAILER THICKNESS, SEE PLANS 3. d = BOLT DIAMETER (SEE PLANS & DETAILS)

5/15/2019 4:35:44 PM

TYP INTERIOR NON-STRUCTURAL WALL ANCHORAGE AT BASE

1/2" ES AT 2x6 & LARGER STUDS, 0" AT 2x4 STUDS

2d, MIN

SEE PLAN

NOTE: WHERE TYPICAL WALL STUDS ARE LSL, CRIPPLE, KINGS AND SILLS, SHALL BE LSL

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

6X12 " "

SILL PER SCHEDULE

NOTES: 1. PLATES BORED, CUT OR NOTCHED MORE THAN 1/3 OF WIDTH SHALL HAVE ADDL CONNECTOR (PAF OR BOLT AS DENOTED) EACH SIDE OF BORE, CUT OR NOTCH (AS FOR SPLICES) 2. TWO CONNECTORS MIN FOR EACH PIECE OF SILL

770 DIAMOND AVE RED BLUFF, CA 96080

ELEVATION

TYP BEAM / HEADER SUPPORT AT STRUCTURAL WALLS SP EN TO BLKG (3) MIN

6" WALL 6x8

SILL SCHEDULE

POST AT HOLDOWN TO BE CONT TO TOP PLS

AT CURB

NOTE: 1. MAXIMUM HEADER REACTION OUT OF PLANE IS 1000#.

4" WALL

CONDITION AT HOLDOWN

SECTION

CLIENT

S-_061010_T028A 140127. Q2

HEADER SCHEDULE

FRAMING ANCHOR T&B

NON-PERPENDICULAR CORNER

SCALE: NTS

>10'

ELEVATION

TYP WOOD STUD WALL FRAMING AT CORNERS & INTERSECTION

TAPERED TIP

NOTES: 1. THE THREADED PORTION OF THE LAG SCREW SHALL BE INSERTED IN ITS LEAD HOLE BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 2. WAX SHALL BE USED ON THE LAG SCREW OR IN THE LEAD HOLE TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. 3. MINIMUM PENETRATION DOES NOT INCLUDE THE LENGTH OF THE TAPERED TIP.

A RU C T UR O F OF I CAL

TEHAMA CENTER STUDENT SERVICES

(2) 2x CRIPPLES BELOW BEAM, TYP UNO AS POST PER PLAN

SP EN

TRIM STUD AS SHOWN & USE FILLER AS REQ

CONC CURB

WOOD TO WOOD

LAG SCREW SCHEDULE

"SIMPSON" LS50 @ 24" OC

SP EN

MAX SPAN "L" 4'

1" CLR

STEEL TO WOOD

SEE PLAN

9/32" 9/32"

POST WHERE OCCURS SHOWN DASHED

SP EN TYP

TYP HSS / PIPE COL IN WOOD STUD WALL

2x STUD, UNO

MINIMUM PENETRATION

SP WHERE OCCURS TYP

CORNER

PROJECT

16D @ 12" OC

16D @ 12" OC TYP WHERE POST OCCURS

1/2" ES AT 2X6 & LARGER STUDS, 0" AT 2X4 STUDS

15/32" 15/32"

SP WHERE OCCURS TYP

16D @ 12" OC

2'-0" OC MAX

No. S3737

05/15/2019

ELEVATION

'D1' LEAD HOLE FOR SHANK

STD HOLE IN STEEL PL

2'-8" OC MAX

FESSIONA PRO L ED RRY J. VOLKE E

INTERSECTIONS

3" PROJECTION AT 2X PL 4" PROJECTION AT 3X PL

0.164

MINIMUM PENETRATION UNO

2'-8" OC MAX

1/8" GAP

221/256" 221/256"

MAXIMUM PREDRILL BIT DIA (IN)

EN 16D @ 12" OC

POST WHERE OCCURS SHOWN DASHED

SEAL

SCREW DIAMETER

EN, TYP

HEADER OR BEAM, SEE PLAN, TYP

8" 1 / AP G

SCREW SIZE

5/8" DIA WELDED THREADED STUD SPACING

FULL HEIGHT STUDS SEE "TYP FRAMING AT OPENINGS" DETAIL FOR QUANTITY AT THIS CONDITION

WOOD SCREW SCHEDULE

STUD THICKNESS EA SIDE OF COLUMN

FRAME ABOVE HEADER PER TYP CORNER DETAIL, TYP

POST WHERE EN OCCURS SHOWN DASHED EN, TYP

16D @ 12" OC, TYP

PLAN

EER GIN EN R

SHEAR WALL MARK

PLAN

BASE WOOD MEMBER

16D @ 12" OC TYP

STUD THICKNESS PER TABLE UNO WTS W/ WASHER & NUT, TYP

PLAN

16D @ 12" OC

20 GA BENT PL AT CORNER

"SIMPSON" CS20 W/ ALL HOLES FILLED W/ 8d NAILS

S-_061010_T030A 140127. Q2

SCALE: NTS

1" MIN TYP

#8 SDST SCREWS @ 12" OC #8 SDST SCREWS @ 6" OC EA LEG OF BENT PL

ADDITIONAL FULL HEIGHT STUD THIS SIDE IF WALL IS CONT

1'-0"

TYP HOLE IN WALL STUD

#10 SDST SCREW MIN @ 12" OC

S-_061010_T005A 140127. Q2

"SIMPSON" CS20 W/ ALL HOLES FILLED W/ 8d NAILS

NOTE: 1. NOTCHES IN WALL STUDS ARE NOT ALLOWED. 2. HOLES NOT PERMITTED IN WALL FRAMING 4X AND THICKER. 3. LOCATE HOLES "D" MIN FROM ENDS OF STUDS & ANY CLIPS OR FASTENERS ATTACHED TO FACE OF STUD.

20 GA CONT BENT PL, TYP

MINIMUM PENETRATION

CONSULTANT

CL STUD

TYP NAIL INSTALLATION SCALE: NTS

PLAN

WHERE SHEAR WALL MARK IS INDICATED THUS ON PLANS, THE STUD BOLT SPACING SHALL BE AS PER TABLE BELOW

SIDE MEMBER

CORNER

5/8" DIA WTS W/ WASHERS & NUTS @ 4'-0" OC MAX EA SIDE, TYP UNO PER TABLE BELOW

WHERE WALL ENDS AT COL, PROVIDE ADDL 2X STUD W/ BORED HOLES FOR WASHERS & NUTS

NOTES: 1. NAIL LENGTHS DENOTED ARE FOR STANDARD NAILS. SHORTER NAILS W/ EQUIVALENT DIA WILL BE PERMITTED IF MINIMUM PENETRATION INTO BASE WOOD MEMBER IS MAINTAINED. 2. PREDRILL TO PREVENT SPLITTING

FIELD

L N IA

7/64

REGIST ER K

0.148

IN "M D 1 1 EN A PE TY

CL OF HOLE AND STRAP (LENGTHWISE)

1" CLR

10d COMMON

3/4" CLR

13/16

1 1/4"

1 5/8

1" CLR

1 5/8

2" MAX

3/32

1" CLR

2 1/2

EQ, TYP

0.131

07/03/2019

FULL HEIGHT STUDS, SEE TYP HEADER DETAIL FOR QUANTITY AT THIS CONDITION

8d COMMON

✔

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

"x "

MINIMUM PENETRATION (IN)

2'-8" MIN

MAXIMUM PREDRILL BIT DIA. (IN)

LENGTH (IN)

EQ EQ

MINIMUM MINIMUM SPACING EDGE (IN) DISTANCE

SHANK DIA (IN)

HEADER OR BEAM SEE PLAN, TYP

NAIL SCHEDULE

3/4" MIN TYP

1" CLR

HSS OR PIPE COL, SEE PLAN

2x BLKG FULL LENGTH OF STRAP (3x BLKG W/ EN WHERE SP OCCURS)

BASE WOOD MEMBER

NAIL PENNY WEIGHT

ACS

✔

FULL HEIGHT STUD TYPICAL UNO WITH (4) 16d TO BEAM

1" CLR

2X STUD, TYP UNO, SEE PLAN

BORED HOLE AT CL OF STUD

1'-4" MIN

SP WHERE OCCURS, TYP

D MIN

2" 2"

NAIL

FLS

D/3 MAX

MIN PENETRATION

3/4" MIN TYP

L/3

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

TOE NAIL

DATE:

WALL STUDS, SEE PLAN

1'-4" MIN

0 1/4" 1/2"

30°

✔

I-JOIST, SEE PLAN

TITLE

TIMBER STRAND BLKG @ 24" OC DEPTH TO MATCH I JOIST 2x BLKG W/ (3) 16D TO PL W/ 1/4" HORIZ GAP FRAMING 2x BLKG W/ TO (3) 16D TO PL EA W/ END 1/4" HORIZ GAP TO FRAMING EA END

NO NAILS THIS AREA PIPE OR CONDUIT OD +3" (6" MIN)

PARALLEL TO JOISTS

PERPENDICULAR TO JOISTS

DETAILS - TYPICAL WOOD FRAMING

NOTES: 1. PROVIDE STRAPS WHERE DIAMETER OF HOLE EXCEEDS 1/3 OF PLATE WIDTH. DIAMETER OF HOLE SHALL NOT EXCEED 2/3 OF PLATE WIDTH. 2. NO NOTCHES PERMITTED AT TOP PLATES. 3. DO NOT LOCATE HOLES WITHIN 4'-0" EA SIDE OF TOP PLATE SPLICES. 4. IF HOLES OCCUR WITHIN A STUD BAY IN WHICH A JOIST OR TRUSS LANDS, ADD A STUD DIRECTLY BELOW THE JOIST OR TRUSS.

TYP PLATE REINFORCING AT PIPE OR CONDUIT SCALE: NTS

S-_061010_T033A 140127. Q2

TYP INTERIOR NON-STRUCTURAL WALL ANCHORAGE AT I-JOISTS SCALE: NTS

S-_061960_T210A 140127. Q2

SHEET

S-561

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

DATE:

SLOPE, SEE SEE PLAN PLAN SLOPE,

FLS

ACS

✔

07/03/2019

4'-0" MIN MIN LAP LAP 4'-0"

2x CONT CONT LEDGER, LEDGER, 2x MATCH JOIST JOIST DEPTH, DEPTH, TYP TYP MATCH

2x FULL-DEPTH FULL-DEPTH BLKG BLKG 2x @ 4'-0" 4'-0" OC OC AT AT ALL ALL @ JOISTS AT AT FIRST FIRST BAY BAY JOISTS

JOIST PER PER TABLE TABLE JOIST

SPLICE PL PL OVER OVER STUD, STUD, TYP TYP SPLICE

JH PER PER "TYP "TYP NOTES" NOTES" JH

2XSTUD, STUD, TYP TYP 2X UNO, SEE SEE PLAN PLAN UNO,

JOIST PER PER TABLE TABLE JOIST

MAX ALLOWED ALLOWED NOTCH NOTCH MAX WHEN BEARING BEARING AT AT WHEN THIS LOCATION LOCATION THIS

CONCRETE OR OR MASONRY MASONRY WALLS WALLS CONCRETE

10 107/256"

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

WIDTH OF OF BEARING BEARING SHALL SHALL WIDTH MATCH STUD STUD WIDTH WIDTH OR OR BEAM BEAM && MATCH SHALL INCLUDE INCLUDE SP SP THICKNESS THICKNESS SHALL WHERE OCCURING, OCCURING, UNO UNO WHERE

CONSULTANT

NAILED SPLICE SPLICE AT AT DOUBLE DOUBLE PLATE PLATE NAILED TYP SPLICE SPLICE UNO UNO (SEE (SEE PLANS) PLANS) TYP

8" MIN MIN 8"

JOIST PER PER TABLE TABLE JOIST

9 JH PER PER "TYP "TYP JH NOTES" NOTES"

DAP BOLTS BOLTS AT AT SHAPED SHAPED DAP PL WHERE WHERE OCCURS, OCCURS, TYP TYP PL

S-_061010_T007A S-_061010_T007A 140127. Q2 Q2 140127.

1"==1'-0" 1'-0" 1"

2XBLKG, BLKG, 2X TYP TYP

STUD WALL, WALL, TYP, TYP, STUD SEE PLAN PLAN SEE

BOLTED SPLICE SPLICE AT AT DOUBLE DOUBLE PLATE PLATE BOLTED

TYP BEARING CUT IN JOIST / RAFTER

BEARING BEARING LENGTH LENGTH

1'-4" 1'-4"

WOOD STUD STUD WALLS WALLS WOOD

JOISTS PERPENDICULAR PERPENDICULAR JOISTS TO WALL WALL TO

L/3 L/3

JOISTS PARALLEL PARALLEL JOISTS TO WALL WALL TO

LEDGER NAILING NAILING LEDGER AT EA EA STUD STUD AT

LEDGER BOLTING BOLTING LEDGER AT MASONRY MASONRY OR OR CONC CONC AT

10'-0" 10'-0"

2x4 2x4

(2) 16D 16D (2)

(1) (1)

15'-0" 15'-0"

2x6 2x6

(3) 16D 16D (3)

(1) (1)

20'-0" 20'-0"

2x8 2x8

(4) 16D 16D (4)

(2) (2)

1/4" DIA DIA "HILTI" "HILTI" 1/4" KWIK CON CON IIIIW/ W/ KWIK 3/4" MIN MIN EMBED EMBED 11 3/4" @ 16" 16" OC, OC, TYP TYP @

D/3 D/3 MAX MAX

JOIST JOIST @ 16" 16" OC OC @

NOTCH NOTCH JOIST // RAFTER RAFTER // BEAM BEAM JOIST

MIN DD MIN TYP TYP

ALLOTHER OTHER CEILING CEILING CONFIGURATIONS CONFIGURATIONS ALL

TRIPLE 2X 2X TOP TOP PL PL TRIPLE

SPLICE EA EA PL PL OVER OVER STUD, STUD, TYP TYP SPLICE

BOLTED SPLICE SPLICE AT AT TRIPLE TRIPLE PLATE PLATE BOLTED

TYP TOP PLATE SPLICES 3/4"==1'-0" 1'-0" 3/4"

S-_061010_T038A S-_061010_T038A 140127. Q2 Q2 140127.

MAXIMUM MAXIMUM SPAN SPAN

JOIST JOIST @ 16" 16" OC OC @

LEDGER NAILING NAILING LEDGER AT EA EA STUD STUD AT

8'-0" 8'-0"

2x4 2x4

(2) 16D 16D (2) (3) 16D 16D (3)

(1) (1)

16'-0" 16'-0"

2x8 2x8

(3) 16D 16D (3)

(1) (1)

20'-0" 20'-0"

2x10 2x10

(4) 16D 16D (4)

(2) (2)

STRAP TO TO EXTEND EXTEND STRAP 2X"S" "S" PAST PAST DOUBLE DOUBLE 2X FRAMING, TYP TYP FRAMING,

NOTE: NOTE: 1. PREDRILL PREDRILL SMALL SMALL DIA DIA HOLE HOLE AT AT ALL ALL CORNERS CORNERS OF OF NOTCHES. NOTCHES. ALL ALL CUTS CUTS SHALL SHALL INTERSECT INTERSECT 1. PREDRILLED HOLE. HOLE. OVERCUTTING OVERCUTTING IS IS NOT NOT PERMITTED. PERMITTED. PREDRILLED 2. NOTCHES NOTCHES IN IN THE THE BOTTOM BOTTOM OF OF JOISTS JOISTS ALLOWED ALLOWED ONLY ONLYWHERE WHERE SPECIFICALLY SPECIFICALLYDETAILED DETAILED ON ON THE THE 2. DRAWINGS. DRAWINGS. 3. IF IF JOIST JOIST // RAFTER RAFTER // BEAM BEAM CANTILEVERS CANTILEVERS OR OR IS IS CONTINUOUS CONTINUOUS OVER OVER MORE MORE THAN THAN ONE ONE SPAN, SPAN, NO NO 3. NOTCHES ARE ARE PERMITTED. PERMITTED. NOTCHES

S-_061010_T002A S-_061010_T002A 140127. Q2 Q2 140127.

TYP HOLE OR NOTCH IN JOIST / RAFTER / BEAM 3/4"==1'-0" 1'-0" 3/4"

No. S3737

A RU C T UR O F OF I CAL

05/15/2019 PROJECT

TEHAMA CENTER STUDENT SERVICES

MIN DD MIN TYP TYP

ELEVATION ELEVATION

DOUBLE FRAMING FRAMING DOUBLE EACH SIDE SIDE EACH

DBL FRAMING FRAMING AT AT DBL EA EDGE, EDGE, TYP TYP EA

1/4" DIA DIA "HILTI" "HILTI" 1/4" KWIK CON CON IIIIW/ W/ KWIK 3/4" MIN MIN EMBED EMBED 11 3/4" @ 16" 16" OC, OC, TYP TYP @

TYP WOOD CEILING FRAMING 3/4"==1'-0" 1'-0" 3/4"

JH TYP TYP JH

MIN 3X4 3X4FLAT FLAT MIN BLKG, TYP TYP BLKG,

(1) (1)

2x6 2x6

3X "S" "S" MAX MAX 3X

DBL JH JH TYP TYP DBL

LEDGER BOLTING BOLTING LEDGER AT MASONRY MASONRY OR OR CONC CONC AT

12'-0" 12'-0"

"S" "S"

(4) 5/8" 5/8" DIA DIA BOLTS BOLTS ES ES (4) OF SPLICE SPLICE (8 (8 TOTAL) TOTAL) OF

MAXIMUM MAXIMUM SPAN SPAN

SPACING SPACING PER PLAN PLAN PER

CEILING W/ W/ (1) (1) LAYER LAYER OF OF 5/8" 5/8" GYPSUM GYPSUM BOARD BOARD CEILING

FESSIONA PRO L ED RRY J. VOLKE E

1/2" RADIUS RADIUS 1/2" NOTCH AT AT END END NOTCH NOT TO TO EXCEED EXCEED NOT BEARING BEARING LENGTH LENGTH BORED HOLE HOLE BORED

EQ EQ

8" MIN MIN 8"

NO NOTCHES NOTCHES NO WITHIN THIS THIS WITHIN LENGTH UNO UNO LENGTH

EQ EQ

8" MIN MIN 8"

DEPTH DEPTH D D

8" MIN MIN 8"

SEAL L/3 L/3

NO JOISTS JOISTS SHALL SHALL LAND LAND ON ON NO BOLTS WHEN WHEN SHAPED SHAPED PL PL BOLTS DOES NOT NOT OCCUR, OCCUR, TYP TYP DOES

8" MIN MIN 8"

L/3 L/3

EER GIN EN R

D/5 MAX MAX D/5

4'-0" MIN MIN LAP LAP 4'-0" 8" MIN MIN 8"

BEARING BEARING LENGTH LENGTH

SPANLL SPAN NO NOTCHES NOTCHES WITHIN WITHIN THIS THIS LENGTH LENGTH NO AT FRAMING FRAMING 4" 4" WIDE WIDE && LARGER LARGER AT

REGIST ER K

8" MIN MIN 8"

3X 3X "S" "S" MAX MAX

8" MIN MIN 8"

2x FULL-DEPTH FULL-DEPTH BLKG BLKG 2x @ 4'-0" 4'-0" OC OC AT AT ALL ALL @ JOISTS AT AT FIRST FIRST BAY BAY JOISTS JOIST PER PER TABLE TABLE JOIST

D/4 D/4 MAX MAX

8" MIN MIN 8"

2x CONT CONT LEDGER, LEDGER, 2x MATCH JOIST JOIST DEPTH, DEPTH, TYP TYP MATCH

NOTES: NOTES: 1. OVERCUTTING OVERCUTTING IS IS NOT NOT PERMITTED. PERMITTED. ALL ALL CUTS CUTS SHALL SHALL INTERSECT INTERSECT DRILLED DRILLED HOLE HOLE WHEN WHEN USED. USED. 1. 2. BEARING BEARING CUTS CUTS SHALL SHALL OCCUR OCCUR ONLY ONLYWHERE WHERE SPECIFICALLY SPECIFICALLYDETAILED DETAILED ON ON THE THE DRAWINGS. DRAWINGS. 2. 3. CUTS CUTS OR OR DRILLED DRILLED HOLES HOLES SHALL SHALL NOT NOT INTERSECT INTERSECT ANY ANYLOOSE LOOSE KNOTS. KNOTS. 3.

2" 2" MIN MIN

8" MIN MIN 8"

STUD WALL, WALL, TYP, TYP, STUD SEE PLAN PLAN SEE

SLOPED CONDITION CONDITION SLOPED

2" 2" MIN MIN

(4) 5/8" 5/8" DIA DIA BOLTS BOLTS ES ES (4) OF SPLICE SPLICE (8 (8 TOTAL) TOTAL) OF

4'-0" MIN MIN LAP LAP 4'-0"

SP WHERE WHERE OCCURS OCCURS IS IS SP CONT BEHIND BEHIND LEDGER, LEDGER, TYP TYP CONT

D/10 D/10 MAX MAX

NO JOISTS JOISTS SHALL SHALL LAND LAND ON ON NO BOLTS WHEN WHEN SHAPED SHAPED PL PL BOLTS DOES NOT NOT OCCUR, OCCUR, TYP TYP DOES

FLAT CONDITION CONDITION FLAT

L N IA

DOUBLE 2X 2XTOP TOP PL, PL, DOUBLE TYP UNO UNO TYP

10 107/256"

(12) 16D 16D EA EA SIDE SIDE OF OF (12) SPLICE, STAGG STAGG (24 (24 TOTAL) TOTAL) SPLICE,

CONC OR OR MASONRY MASONRY WALL WALL CONC

EQ EQ EQ EQ

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SHAPED PL PL WHERE WHERE OCCURS, OCCURS, TYP TYP SHAPED

CONC OR OR MASONRY MASONRY WALL WALL CONC

D/4 D/4

4'-0" MIN MIN LAP LAP 4'-0"

D D

PREDRILL SMALL SMALL DIA DIA PREDRILL HOLES AS AS REQUIRED REQUIRED HOLES

FRAMING, FRAMING, SEE PLAN PLAN SEE

770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

PROVIDE SHEATHING SHEATHING PROVIDE EN FULL FULL LENGTH LENGTH OF OF EN STRAPS && DOUBLE DOUBLE STRAPS FRAMING, TYP TYP FRAMING,

WHERE SP SP OCCURS OCCURS PROVIDE PROVIDE WHERE "SIMPSON" CS20, CS20, CONT CONT ONE ONE "SIMPSON" PIECE W/ W/ ALL ALL HOLES HOLES FILLED FILLED PIECE W/ 8d 8d NAILS, NAILS, TYP TYP W/

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

OPENINGS CUTTING CUTTING (2 (2 MAX) MAX) FRAMING FRAMING MEMBERS MEMBERS OPENINGS S-_061010_T008A S-_061010_T008A 160211. Q2 Q2 160211.

6'-0" MAX MAXSIZE SIZE 6'-0"

ISSUED "S" "S"

SPACE SINGLE SINGLE OPENINGS OPENINGS SPACE 12" OC OC MIN MIN EA EA WAY WAY 12" 11 227/256"

3 5/128"

"S" "S" MAX MAX

1'-0"

SINGLE OPENINGS OPENINGS SINGLE UP TO TO 6" 6" MAX MAXMAY MAY UP BE PLACED PLACED WITH WITH NO NO BE ADDL BLKG BLKG REQ REQ ADDL SHEATHING, SHEATHING, SEE PLAN PLAN SEE

2 63/64"

LOCATE 3" 3" MIN MIN FROM FROM LOCATE SHEATHING EDGES EDGES SHEATHING

USE FOR: FOR: USE SINGLE OPENINGS OPENINGS -- SINGLE GREATER THAN THAN 6" 6" GREATER IN SIZE SIZE IN SINGLE OPENINGS OPENINGS -- SINGLE LOCATED LESS LESS LOCATED THAN 3" 3" FROM FROM THAN SHEATHING EDGES EDGES SHEATHING GROUPS OF OF -- GROUPS SINGLE OPENINGS OPENINGS SINGLE SPACED LESS LESS THAN THAN SPACED 12" 0C 0C 12"

OPENINGS NOT NOT CUTTING CUTTING AA FRAMING FRAMING MEMBER MEMBER OPENINGS

MANAGEMENT

2'-0" MAX MAXSIZE SIZE 2'-0"

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

NOTE: NOTE: 1. SHEATHING SHEATHING REFERS REFERS TO TO GYPSUM GYPSUM BOARD BOARD OR ORSP SP 1.

TYP WOOD ROOF / FLOOR / CEILING FRAMING AT OPENINGS 1/4"==1'-0" 1'-0" 1/4"

S-_061010_T010A S-_061010_T010A 140127. Q2 Q2 140127.

TITLE

DETAILS - TYPICAL WOOD FRAMING

SHEET

5/15/2019 4:35:45 PM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

FC, TYP TYP FC,

FRAMING, SEE SEE PLAN PLAN FRAMING,

DATE 01/04/2019 5/17/2019

BLKG SAME SAME SIZE SIZE BLKG AS FRAMING, FRAMING, TYP TYP AS

MARK

11 227/256"

1'-0"

SPACING SPACING PER PLAN PLAN PER

S-562

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

HSS POST, SEE PLAN

APP. 02-117123

2x8 LSL EA SIDE OF POST

INC:

REVIEWED FOR

FOR FOR FLOORS FLOORS AND AND ROOFS ROOFS W/ W/ SLOPES SLOPES 2:12 2:12 OR OR FLATTER FLATTER PROVIDE PROVIDE T&G T&G SP SP AT AT ALL ALL EDGES EDGES NOT SUPPORTED BY NOT SUPPORTED BY BLKG BLKG

PROVIDE PROVIDE (2) (2) ROWS ROWS SP SP EN EN AT AT ALL ALL 4X 4X && WIDER WIDER FRAMING FRAMING && BLKG BLKG

FRAMING, FRAMING, SEE SEE PLAN PLAN

24" 24" MIN MIN STAGGER STAGGER AT AT END END JOINTS JOINTS

WHERE WHERE MULTIPLE MULTIPLE FRAMING FRAMING MEMBERS MEMBERS OCCUR, OCCUR, CENTER CENTER SP SP JOINT JOINT ON ON ONE ONE COMMON COMMON MEMBER MEMBER

EDGE EDGE NAILING, NAILING, TYP TYP AT AT EA EA SUPPORTED SUPPORTED EDGE EDGE EN EN AT AT FIELD FIELD BLKG BLKG WHERE WHERE OCCURS, SEE OCCURS, SEE PLANS PLANS

FRAMING FRAMING OR OR BLKG, BLKG, SEE SEE PLANS PLANS (2X (2X MIN) MIN)

SECTION SECTION

TYP NAILING AT STRUCTURAL PANEL JOINTS S-_061010_T024A S-_061010_T024A 140127. 140127. Q2 Q2

3" 3" ==1'-0" 1'-0"

SP SP EN EN FULL FULL HT HT OF OF POST POST

1"CLR CLR 1" 4"CLR CLR 4"

3" 3" CLR CLR

HOLDOWN HOLDOWN && POST POST WHERE WHERE OCCURS, OCCURS, SEE SEE PLAN PLAN FOR FOR SIZE SIZE && LOCATION LOCATION

SEE SEE PLAN PLAN TOF TOF

ADDITIONAL ADDITIONAL VERT VERT BAR BAR TO TO MATCH TYP FTG VERT MATCH TYP FTG VERT REINF REINF INCREASE FTG WIDTH AS REQ TO MAINTAIN CLR

3" CLR MIN

DETAIL

1" = 1'-0"

DETAIL 1 1/2" = 1'-0"

LEDGER, SEE PLAN

SP, SP, SEE SEE SHEARWALL SHEARWALL SCHEDULE SCHEDULE FOR FOR TYPE TYPE && NAILING NAILING NO NO PANEL PANEL LESS LESS THAN THAN 12" 12" IN IN ANY ANY DIMENSION DIMENSION SHALL SHALL BE BE USED, USED, ADJUST ADJUST LAYOUT LAYOUT AS AS NEEDED NEEDED

2'-01/2"

HSS EA SIDE, SEE PLAN

FESSIONA PRO L ED RRY J. VOLKE E

TEHAMA CENTER STUDENT SERVICES

3/4" DIA ATR HSS POST, SEE PLAN

2X NAILER W/ BOLTS PER 6/S-561,TYP

770 DIAMOND AVE RED BLUFF, CA 96080

STUD WALL, SEE PLAN

"SIMPSON" STRONGWALL, SEE ELEVATION

3'-6" 3'-4"

SILL SILL PLATE PLATE

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

PLAN PLAN

TYP SP LAYOUT - SHEAR WALL

SP SP AT AT TWO TWO SIDED SIDED SHEARWALL SHEARWALL WHERE OCCURS, WHERE OCCURS, SEE SEE PLAN PLAN && SCHEDULE SCHEDULE

S-_061010_T023A S-_061010_T023A 140127. 140127. Q2 Q2

1/4" 1/4" ==1'-0" 1'-0"

DETAIL

1" = 1'-0"

AB AB W/ W/ NUT NUT PER PER PLANS PLANS && SHEAR SHEAR WALL WALL SCHEDULE SCHEDULE STD STD CUT CUT WASHER WASHER WHERE WHERE "SIMPSON" "SIMPSON" BP/BPS BP/BPS OCCURS OCCURS

SP SP 1/2" 1/2" MAX MAX

PLAN PLAN AT AT INTERSECTION INTERSECTION AB AB DIA DIA

POST POST FASTENERS FASTENERS

HDU2 HDU2

5/8" 5/8"

(6) (6) SDS SDS 1/4"x2 1/4"x2 1/2" 1/2"

POST POST WIDTH WIDTH UNO UNO (2) (2) 2X 2X

HDU4 HDU4

5/8" 5/8"

(10) (10) SDS SDS 1/4"x2 1/4"x2 1/2" 1/2"

4X 4X

HDU5 HDU5

5/8" 5/8"

(14) (14) SDS SDS 1/4"x2 1/4"x2 1/2" 1/2"

4X 4X

HDU8 HDU8

7/8" 7/8"

(20) (20) SDS SDS 1/4"x2 1/4"x2 1/2" 1/2"

8X 8X

HDU11 HDU11

1" 1"

(30) (30) SDS SDS 1/4"x2 1/4"x2 1/2" 1/2"

8X 8X

HDU14 HDU14

1" 1" W/ W/ HEAVY HEAVY HEX HEX NUT NUT

(36) (36) SDS SDS 1/4"x2 1/4"x2 1/2" 1/2"

8X 8X

EN EN

0.229" 0.229" xx 3" 3" SQ SQ MIN MIN PLATE PLATE WASHER. WASHER. CONTRACTOR CONTRACTOR OPTION OPTION TO TO PROVIDE PROVIDE "SIMPSON" "SIMPSON" BP/BPS BP/BPS WASHER WASHER && STD STD CUT CUT WASHER WASHER TO TO REPLACE REPLACE TYP TYP PLATE PLATE WASHER WASHER SILL PLATE SILL PLATE

"SIMPSON" A35 T&B EA END OPNG

2X8 LSL EA SIDE OF HSS,TYP

OPNG

MANAGEMENT

10 S-563

HSS EA SIDE, SEE PLAN

TYP SHEAR WALL SILL BOLT 3" 3" ==1'-0" 1'-0"

S-_061010_T056A S-_061010_T056A 151005. 151005. Q1 Q1

017294 ?00.00.00? LIONAKIS 2017

AGENCY

ELEVATION

DETAIL

1" = 1'-0"

Q2 SAD

HSS EA SIDE, SEE PLAN

"SIMPSON" STRONGWALL, SEE ELEVATION

OPNG

2X8 LSL EA SIDE OF HSS,TYP #3 HAIRPIN TIE @ 3" OC MAX & 1 1/2" FROM TOP ((3) TIES MIN)

CURB

CL STRONGWALL & FTG

HSS BEYOND, SEE PLAN "SIMPSON" STRONGWALL, SEE ELEVATION #3 HAIRPIN TIE

TOC SEE PLAN 1" DIA ANCHOR ROD, TYP OF (2) W/ HEAVY HEX NUTS EA STRONG WALL. de = 18" MIN

TOF SEE PLAN

(2) #4 CLOSED TIES ES OF STRONGWALL ANCHOR, TYP

DETAIL

10" TYP

ELEVATION

TITLE

DETAILS - TYPICAL WOOD SHEAR WALL FRAMING

SEE PLAN

3" CLR

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt 5/15/2019 4:35:46 PM

S-_061010_T017A S-_061010_T017A 151002. 151002. Q2 Q2

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

"SIMPSON" STRONGWALL, SEE ELEVATION

NOTES: NOTES: 1. 1. MULTIPLE MULTIPLE MEMBERS MEMBERS AT AT POSTS POSTS SHALL SHALL BE BE INTERCONNECTED INTERCONNECTED WITH WITH 16D 16D @ @ 6" 6" OC OC MAX, MAX, STAGGERED, STAGGERED, FULL FULL HEIGHT. HEIGHT. 2. 2. WHEN WHEN HOLDOWN HOLDOWN && POST POST ARE ARE INDICATED INDICATED PER PER PLAN PLAN AT AT OPENING OPENING JAMBS, JAMBS, THE THE POST POST SHALL SHALL REPLACE THE KING STUDS REQ IN "TYP FRAMING AT OPENINGS" DETAIL. REPLACE THE KING STUDS REQ IN "TYP FRAMING AT OPENINGS" DETAIL.

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

BEAM, SEE PLAN

CONC CONC

TYP HDU HOLDOWN

DATE 01/04/2019 5/17/2019

ATTACH 2X TO HSS EACH SIDE PER 6/561, TYP OVER OPENING

BEAM, SEE PLAN

1/8"TYP TYP 1/8"

"SIMPSON" "SIMPSON" DESIGNATION DESIGNATION

3/4" 3/4" ==1'-0" 1'-0"

MARK

WOOD WOOD STUD STUD

SP SP EN EN FULL FULL HT OF HT OF POST, POST, TYP TYP

ISSUED

HDR, SEE PLAN

POST POST TO TO MATCH MATCH STUD WIDTH STUD WIDTH EA EA DIRECTION, DIRECTION, SEE SEE PLAN PLAN

1 1/2" = 1'-0"

9 S-563

2X 2X STUD STUD FULL FULL HT HT W/ W/ 16D 16D @ @ SP SP EN EN SPACING SPACING (STAG) (STAG) ((2) ((2) ROWS ROWS AT AT TWO-SIDED TWO-SIDED SHEARWALLS) SHEARWALLS) TYP TYP EA EA FACE FACE OF OF POST POST NOTCH NOTCH STUD STUD FOR FOR HOLDOWN HOLDOWN

PLAN PLAN AT AT CORNER CORNER

DETAIL

SP SP TYP, TYP, SEE SEE PLAN PLAN

A RU C T UR O F OF I CAL

PROJECT

16D @ 6" OC,TYP

2'-0"

No. S3737

05/15/2019

2X8 LSL EA SIDE OF HSS,TYP

SP SP EN EN FULL FULL HT HT OF STUD OF STUD AT AT END END OF OF WALL WALL && FIRST FIRST FULL FULL HT HT STUD ADJACENT STUD ADJACENT TO TO OPNG OPNG

SECTION SECTION

SEAL

4X BLKG W/ CMSTC16, EXTEND 12'-0" INTO MECH WELL ROOF

2'-01/2"

SILL SILL BOLTS, BOLTS, SEE SEE PLAN PLAN && SHEARWALL SHEARWALL SCHEDULE SCHEDULE FOR FOR SIZE SIZE && SPACING SPACING

JOIST & HANGER SEE PLAN

(25) 16D SINKERS FROM STRAP TO FIRST BLOCK. 16D @ 6" OC TYP BEYOND

BOT BOT OF OF FTG FTG

ELEVATION ELEVATION

DOOR DOOR OR OR WINDOW WINDOW OPNG, OPNG, SEE SEE PLAN PLAN && TYP TYP DETAIL DETAIL

DBL DBL TOP TOP PL, PL, TYP, TYP, UNO UNO

SEE SEE TYP TYP DETAIL DETAIL FOR FOR SP SP JOINTS JOINTS

SP SP EN EN FULL FULL HT HT OF OF HOLDOWN HOLDOWN POSTS POSTS

EN FULL LENGTH OF EACH JOIST

"SIMPSON" "SIMPSON" HOLDOWN HOLDOWN PER PER PLAN PLAN

(4) 1/4" x 4 1/2" SDS EQ SPACED

PLAN S-_061010_T022A S-_061010_T022A 140127. 140127. Q2 Q2

1/4" 1/4" ==1'-0" 1'-0"

STUD STUD DEPTH DEPTH BLKG BLKG @ @ ALL ALL HORIZ HORIZ EDGES, EDGES, SEE SEE SHEAR SHEAR WALL WALL SCHEDULE SCHEDULE FOR FOR THICKNESS THICKNESS

POST POST FASTENERS FASTENERS

TYP TYP AB, AB, HEX HEX HEADED HEADED BOLT BOLT -OR-ORTHREADED THREADED ROD ROD W/ W/ DBL DBL HEX HEX NUTS NUTS AT AT BOT BOT

1'-4"

5 1/2"

6X10 BLK W/ A35 ES EACH END

CONSULTANT

TRIMMER TRIMMER STUD(S) STUD(S) WHERE WHERE OCCURS OCCURS AT AT OPENINGS OPENINGS POST POST DEPTH DEPTH PER PER TABLE TABLE ABOVE, ABOVE, WIDTH TO MATCH STUD WIDTH TO MATCH STUD WIDTH, WIDTH, UNO UNO ON ON PLANS PLANS

5 1/2"

TYP STRUCTURAL PANEL LAYOUT ROOF / FLOOR

(2) ROWS OF 1/4" x 3 1/2" SDS @ 3" OC MAX VERT, ((8) TOTAL)

JOIST & HANGER SEE PLAN

NOTES: NOTES: 1. 1. SEE SEE PLANS PLANS FOR FOR DIAPHRAGM DIAPHRAGM NAILING NAILING SCHEDULE, SCHEDULE, NAIL NAIL SIZE, SIZE, SPACING SPACING && SP. SP. 2. 2. NO NO PANEL PANEL LESS LESS THAN THAN 24" 24" IN IN ANY ANY DIMENSION DIMENSION SHALL SHALL BE BE USED, USED, ADJUST ADJUST LAYOUT LAYOUT AS AS NEEDED. NEEDED. 3. WHERE PLAN CALLS FOR EDGE BLOCKING, USE THE FOLLOWING: 3. WHERE PLAN CALLS FOR EDGE BLOCKING, USE THE FOLLOWING: FOR FOR 8d 8d SP SP NAILING, NAILING, USE USE 2X4 2X4 FLAT FLAT W/ W/ "SIMPSON" "SIMPSON" Z28 Z28 EA EA END END W/ W/ (2) (2) 10DX1 10DX1 1/2" 1/2" FOR FOR 10d 10d SP SP NAILING, NAILING, USE USE 3X4 3X4 FLAT FLAT W/ W/ "SIMPSON" "SIMPSON" Z38 Z38 EA EA END END W/ W/ (2) (2) 10DX1 10DX1 1/2" 1/2" OR OR FASTEN FASTEN BLOCKING BLOCKING NOTED NOTED TO TO FRAMING FRAMING PER PER NAILING NAILING SCHEDULE. SCHEDULE.

2X 2X STUDS STUDS UNO, UNO, SEE SEE PLANS PLANS && SHEARWALL SHEARWALL SCHEDULE SCHEDULE

EQ EQ

"SIMPSON" STRONGWALL, SEE ELEVATION

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

EER GIN EN R

11 1/4" 1/4"

3/4" DIA ATR

4'X8' 4'X8' SHEETS, SHEETS, TYP, TYP, UNO UNO

1'-4"

JOIST & HANGER SEE PLAN

(14) 1/4" DIA X 3 1/2" SDS SCREWS

L N IA

2x12 TYP

2 1/256" EQ

3/8" 3/8" @ @ 2X 2X FRAMING FRAMING (4) (4) EQ EQ SPACES: SPACES: 5/8" 5/8" @ @ 3X 3X FRAMING FRAMING

LEDGER, SEE PLAN

EDGE EDGE BLKG BLKG WHERE WHERE REQ, REQ, SEE SEE PLANS PLANS

2 1/256" 2"

SP SP PER PER PLANS PLANS

07/03/2019

HEADER, SEE PLAN

PLAN PLAN D

✔

FIELD FIELD NAILING, NAILING, TYP TYP AT AT SUPPORTS SUPPORTS NOT NOT AT AT EDGES EDGES

SEE SEE TYP TYP DETAIL DETAIL FOR FOR SP SP JOINTS, JOINTS, CENTER CENTER SP SP JOINTS JOINTS ON FRAMING ON FRAMING && BLKG, BLKG, TYP TYP

NAIL NAIL SPACING SPACING PER PER PLANS PLANS

ACS

✔

STUDS O/ HEADER @ 16" OC MAX

NAIL NAIL SPACING SPACING PER PER PLANS PLANS

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

1/8" 1/8" GAP GAP TYP TYP

DATE:

FLS

REGIST ER K

STAGGER STAGGER NAILS NAILS EA EA SIDE SIDE OF OF JT JT

✔

1" CLR

0 1/4" 1/2"

CL CL FRAMING FRAMING CL CL SP SP JOINT JOINT

10" MAX

#4 CLOSED TIES @ 8" OC TYP DBL HEAVY HEX NUT W/ PL WASHER BTWN

SEE PLAN

INNER TIES ONLY REQUIRED WHERE ADDL TIES ARE NOTED ON ELEVATION

SECTION

SHEET

S-563

1" = 1'-0"

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

1/8DEPTH DEPTH PLUS PLUS ONE ONE LAMINATION LAMINATION 1/8

TENSION ZONE ZONE == BOTTOM BOTTOM FULL FULL LENGTH LENGTH TENSION

✔

07/03/2019

"SIMPSON" DTC DTC AT AT EA EA "SIMPSON" TRUSS CHORD/BLKG CHORD/BLKG TRUSS (SLOTTED LEG LEG VERTICAL) VERTICAL) (SLOTTED

1/8 DEPTH DEPTH PLUS PLUS ONE ONE LAMINATION LAMINATION 1/8

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

1/2" 1/2" CLR CLR

SIMPLE BEAM BEAM SIMPLE

DEPTH DEPTH

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

ACS

✔

DEPTH DEPTH

DATE:

FLS

BOTTOM CHORD CHORD BOTTOM

CONSULTANT

2x4 BLKG BLKG @ @ 48" 48" OC OC W/ W/ 2x4 "SIMPSON" Z28 Z28EA EA END END W/ W/ "SIMPSON" (2) 8d 8dTO TO TRUSS TRUSS && BLKG BLKG (2)

TENSION ZONE ZONE == TOP TOP && BOTTOM BOTTOM FULL FULL LENGTH LENGTH TENSION

PARALLEL TO TO JOISTS JOISTS PARALLEL

CONTINUOUS OR OR CANTILEVER CANTILEVER BEAM BEAM CONTINUOUS

PERPENDICULAR TO TO JOISTS JOISTS PERPENDICULAR

NOTE: NOTE: 1. HATCHED HATCHED AREA AREA INDICATES INDICATES ZONE ZONE OF OF REQUIRED REQUIRED 6" 6" MIN MIN END END JOINT JOINT SPACING SPACING IN IN ADJACENT ADJACENT 1. LAMINATIONS PER PER ANS1/AITC ANS1/AITC STANDARD STANDARD A190.1 A190.1 LAMINATIONS

TYP GLU-LAM BEAM END JOINT SPACING

S-_061800_T103A S-_061800_T103A 140127. Q2 Q2 140127.

1"==1'-0" 1'-0" 1"

TYP INTERIOR NON-STRUCTURAL WALL ANCHORAGE AT OPEN WEB JOISTS

S-_061970_T250A S-_061970_T250A 140127. Q2 140127. Q2 Q2 140127.

1"==1'-0" 1'-0" 1"

3/16 3/16

3/16 3/16 L4X4X1/4 X 4" LONG

C.4 3/8" BENT PLATE W/ 3" VERT LEG X 6" WIDE TYP EACH CORNER OF LOUVER

3" MIN

HSS HORIZ, SEE ELEV

FOR ADDL INFORMATION, SEE

18 S-566

SEAL

HSS COL, SEE PLAN

No. S3737

L N IA

TYP T&B

A RU C T UR O F OF I CAL

3/16 3/16

TYP T&B

REGIST ER K

3/16 3/16

1" MAX

EER GIN EN R

FESSIONA PRO L ED RRY J. VOLKE E

05/15/2019

LOUVER FRAME SEE PLAN

HSS, SEE PLAN C

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

TYP LOUVER FRAME CONNECTION

TYP COL TO HORIZ GIRT

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

DETAIL

13 S-563

GLB WIDTH WIDTH GLB

COL CAP CAP COL AT SPLICE SPLICE AT

COLCAP CAP COL AT END END AT

1/8" 33 1/8"

CC0Q4 CC0Q4

ECC0Q4 ECC0Q4

1/8" 55 1/8"

CC0Q6 CC0Q6

ECC0Q6 ECC0Q6

3/4" 66 3/4"

CC0Q7 CC0Q7

ECC0Q7 ECC0Q7

3/4" 88 3/4"

CC0Q9 CC0Q9

ECC0Q9 ECC0Q9

ISSUED

MARK

HDR BTWN COLS, SEE PLAN

SPLICE GLB GLB AT AT CL CLOF OF COL COL SPLICE WHERE SHOWN SHOWN ON ON PLANS PLANS WHERE

END OF OF END CANTILEVER CANTILEVER GLB,WHERE WHERE GLB, OCCURS OCCURS

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

JOIST, SEE PLAN

1/2"CLR CLR AT ATSPLICE SPLICE 1/2" SEE PLAN PLAN SEE

DATE 01/04/2019 5/17/2019

B 6X6 SILL W/ A35 EACH SIDE, EACH END, TYP

BOLT DBL JAMB TO POST PER S-566 ATTACH HDR TO DBL JAMB W/ HU612

HSS COL, SEE PLAN

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

COL CAP, CAP, SEE SEE COL SCHED SCHED

GLB, SEE SEE PLAN PLAN GLB,

TYP GLB OVER COLUMN

B S-_061800_T101A S-_061800_T101A 140127. Q2 Q2 140127.

1"==1'-0" 1'-0" 1"

13 S-563

DETAIL

A 2

1/4" x 4" "SIMPSON" SDS SCREW

COL CL GLB WIDTH + 11/8" MAX 2"

6" 8"

PL 3/8

GLB

2" MIN

1/2"

(2) 3/4" DIA BOLTS

1/2"

PERP BEAM AT ALT COND

1 1/2"

SHIM PL ES (1/2" MAX), SHIM PL ES WHERE OCCURS OF GLB

3" 2"

3/8" SEAT PL

BEARING SEAT BELOW

2" 3" 2"

GLB PER PLAN

5 3/8"

GLB WIDTH + 1/8" (1/8)

GLB BLW

COL WIDER THAN BEAM

1/4" PL ES OF COL 3 SIDES

1/4

GLB WIDTH - 7/8" MIN 1/2"

DETAIL

1/2"

TITLE

SEAT PL TO SIDE PL

1/4

GLB WIDTH + 1/8"

SEAT PL TO COL

1/4

3/16

7 1/8"

GLB, SEE PLAN

4 SIDES EA SHIM PL

HSS COL PER PLAN

TYP GLB TO HSS COLUMN 1" = 1'-0"

DETAILS - TYPICAL MANUFACTURED LUMBER FRAMING

BEAM WIDER THAN COL

NOTE: WHERE COLUMN IS WIDER THAN GLULAM BEAM, WELD SIDE PLATES TO COLUMN FACE WITH 1/4" FILLET EACH SIDE, TYP

JOIST, SEE PLAN

3/16

SHIM PL ES OF HSS

5/15/2019 4:35:47 PM

SIM

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

AGENCY

1/4 1/4

STEEL COL, COL, STEEL SEE PLAN PLAN SEE

S-_061800_T100A 140127. Q2

SHEET

DETAIL 1" = 1'-0"

S-564

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

TOP FLANGE OR FACE MOUNT JOIST OR BEAM HANGER, SEE PLAN

TYP

WALL ABOVE

"S"

SPACING PER PLAN

✔

DATE:

3X "S" MAX

FLS

ACS

✔

07/03/2019

HANGER, TYP DBL FRAMING EA SIDE

1 35/64" 1 35/64"

SNUG FIT

1 1/2" MIN EA SIDE

STIFFENERS AT CONCENTRATED LOADS

SP EN TO BLKG (2 ROWS AT INTERIOR WALLS)

TYP

GAP, UNO 1/8" MIN 2 3/4" MAX

A35 EA SIDE EA END

1 1/2" MAX

OPENINGS CUTTING (2) FRAMING MEMBERS 6'-0" MAX SIZE

SPACING PER PLAN

SNUG FIT

"S"

2X "S" MAX

DBL FRAMING EACH SIDE

SECTION

JH TYP BEAM, WALL OR HANGER, SEE PLANS

DETAIL

STRAP TO EXTEND 1X "S" PAST DBL FRAMING, TYP

MIN 3X4 FLAT BLKG, TYP

STIFFENERS AT BEARINGS

TYP I-JOIST BLOCKING DETAIL

HANGER TYP S-_061960_T200A 140127. Q2

WEB STIFFENER SIZE AND MATERIAL FLANGE WIDTH WEB STIFFENER SIZE, UNO 1 3/4" 5/8" x 2 5/16" 2 1/2"

1"x 2 5/16"

3 1/2"

2x4

3 1/2" PSL, SAME DEPTH AS JOISTS

SHEATHING (WITH FACE GRAIN VERTICAL) THAT MEETS THE REQUIREMENTS OF PS1 OR PS2

CONSTRUCTION GRADE OR BETTER CONSTRUCTION GRADE OR BETTER RED-I90HS JOISTS REQUIRE LVL / LSL

WHERE SP OCCURS PROVIDE "SIMPSON" CS20, CONT ONE PIECE W/ ALL HOLES FILLED W/ 8d NAILS, OPENINGS TYP

RED-I45 TJI 230 JOISTS

BEAM WHERE OCCURS

RED-I90 & REDI90H JOISTS

SPACING PER PLAN

RED-I90HS JOISTS

CUTTING (1) FRAMING MEMBER

"S"

SPACE SINGLE OPENINGS 12" OC MIN EA WAY

11 7/8"

14"

16"

18"

SINGLE OPENINGS UP TO 6" MAX MAY BE PLACED WITH NO ADDL BLKG REQ SHEATHING, SEE PLAN

"S" "S" MAX MAX

N/A

1'-0" 1'-0"

N/A

END OR INTERMEDIATE N/A

END

3 5/128" 3 5/128"

INTERMEDIATE

16D NAILS

2 63/64" 2 63/64"

"SIMPSON" TB TENSION BRIDGING W/ (2) 10D X 1 1/2" EA END NAIL BOT ENDS ONLY AFTER ALL ROOF OR FLOOR LOADS ARE APPLIED

AT WALL W/ LEDGER

TYP I-JOIST BRIDGING 3/4" = 1'-0"

26"

N/A

28"

N/A

OPENINGS NOT CUTTING A FRAMING MEMBER

30"

N/A

2'-0" MAX SIZE

32"

N/A

NOTES: 1. WEB STIFFENERS REQUIRED EA SIDE OF I-JOISTS AT ALL BEARING POINTS AND CONCENTRATED POINT LOADS. 2. WEB STIFFENERS SHALL REMAIN VERTICAL AT SLOPED I-JOISTS (CONDITION NOT SHOWN).

NOTE: 1. ALL I-JOISTS REQUIRE BRIDGING PER MFR REQUIREMENTS

3 8 5 5 10 NOTES:20" 1. WEB STIFFENERS REQUIRED EA SIDE OF I-JOISTS AT ALL BEARING POINTS AND 22" N/A 9 6 11 10 CONCENTRATED POINT LOADS. 2. WEB AT SLOPED I-JOISTS SHOWN). 24"STIFFENERS SHALL N/A REMAIN VERTICAL 10 6 13 (CONDITION NOT 12

S-_061960_T202A 140127. Q2

LOCATE 3" MIN FROM SHEATHING EDGES

TYP I-JOIST WEB STIFFENERS 3/4" = 1'-0"

S-_061960_T211A 140127. Q2

USE FOR: - SINGLE OPENINGS GREATER THAN 6" IN SIZE - SINGLE OPENINGS LOCATED LESS THAN 3" FROM SHEATHING EDGES - GROUPS OF SINGLE OPENINGS SPACED LESS THAN 12" OC LSL BLKG SAME DEPTH AS FRAMING, TYP FRAMING, SEE PLAN

END OR INTERMEDIATE N/A

16D NAILS

END OR INTERMEDIATE 3

8D NAILS

AT WALL W/ DBL TOP PL

FESSIONA PRO L ED RRY J. VOLKE E

11 227/256"

8D NAILS

I-JOIST DEPTH

9 1/2"

2X BLKG

SEAL

4'-0" MAX SIZE

11 227/256"

15/16"15/16"

RED-I65 TJI 360 JOISTS

PROVIDE SHEATHING EN FULL LENGTH OF STRAPS & DBL FRAMING, TYP

EER GIN EN R

STUD, MASONRY OR CONCRETE WALL

FRAMING, SEE PLAN

WEB STIFFENER MATERIAL

NAILING QUANTITIES FOR WEB STIFFENER ATTACHMENT STAGGER ADJACENT STRAPS TO PROVIDE 1/2" CLEAR

CONSULTANT

No. S3737

L N IA

1" = 1'-0"

PROVIDE SHEATHING EN FULL LENGTH OF STRAPS & DBL FRAMING, TYP

A RU C T UR O F OF I CAL

10d @ " OC STAG A SIDE OF WEB

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

1 1/2"1 1/2"

1 1/2" LSL TO MATCH I-JOIST DEPTH,

WHERE SP OCCURS PROVIDE "SIMPSON" CS20, CONT ONE PIECE W/ ALL HOLES FILLED W/ 8d NAILS, TYP

FRAMING, SEE PLAN

REGIST ER K

6 S-565

SPACE NAILS EQUALLY STAG IN (2) ROWS

10 7/64" 10 7/64"

STIF PER DETAIL

1 33/64" 1 33/64"

1 1/2" MAX

11 1/2" 1/2"

2 1/8"2 1/8"

I-JOIST BLK PANEL W/ (4) 10d TN EA END BTWN EA I-JOIST W/ FACTORY INSTALLED MICROLAM LVL END BLOCKS

WALL ABOVE WHERE WALL ABOVE OCCURS, SNUG FIT T&B

3 1/2" PSL, SAME DEPTH AS JOISTS

2X 2X "S" "S" MAX MAX

GAP 1/8" MIN, 2 3/4" MAX

HANGER TYP

SECTION

SILL PL NAILING TO BLKG STAG

1 1/2" 1 1/2"

3x "S" MAX

2 1/8"2 1/8"

GAP, UNO 1/8" MIN 2 3/4" MAX

1 1/2" MAX

STRAP TO EXTEND 2X "S" PAST TRIPLE FRAMING, TYP

MIN 3x4 FLAT BLKG, TYP

1 33/64" 1 33/64"

DETAIL

8 1/16" 8 1/16"

SPACE NAILS EQUALLY STAG IN (2) ROWS

3/4"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

1 1/2" MAX

DBL FRAMING EA SIDE

05/15/2019 PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

FC, TYP CLIENT

NOTE: 1. SHEATHING REFERS TO GYPSUM BOARD OR SP

TYP I-JOIST ROOF / FLOOR / CEILING FRAMING AT OPENINGS 1/4" = 1'-0"

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

S-_061960_T203A 140127. Q2 ISSUED

MARK

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

(2) ROWS OF 10D NAILS @ 12" OC, EA JOIST TO FILLER BLOCK. USE RED-I90 JOISTS. 16D NAILS AT TJI 360 JOISTS. CLINCH NAILS WHEN POSSIBLE

CONT FILLER BLOCKING BY MFR

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

AGENCY

TYP MULTIPLE I-JOISTS 1" = 1'-0"

S-_061960_T207A 160711. Q2

TITLE

DETAILS - TYPICAL WOOD I-JOIST FRAMING

5/15/2019 4:35:48 PM

SHEET

S-565

GRID

1" MIN AFTER DAP

DAP TOP PL IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

SEEPLAN PLAN SEE

4XSHAPED SHAPEDBLKG BLKG 4X

1/2" DIA STUD BOLT @ 24" OC

"SIMPSON" LSTA AT PLATE SPLICE

MSTA24EVERY EVERYOTHER OTHER MSTA24 JOIST,FILL FILLALL ALLHOLES HOLES JOIST,

GRID GRID

2XJOISTS JOISTS 2X

3/8" 113/8"

TOF TOF SEEPLAN PLAN SEE

1/2"DIA DIASTUD STUD 1/2" BOLT@@24" 24"OC OC BOLT

GRID GRID

2XSTUD STUDWALL WALL 2X

MSTA12EVERY EVERY MSTA12 OTHERJOIST JOIST OTHER

2XW/ W/16d 16d@@6"6"OC OC 2X

2'-0" 2'-0"

2X6BELOW BELOW 2X6 STUDWALL STUDWALL

7/8" 117/8"

TYPICALTOP TOPPLATE PLATE TYPICAL AT TOP OF LOUVER

TYPICALJAMBS JAMBS TYPICAL

1/2X91/2" 1/2"2.0E 2.0EPARALLAM PARALLAMPSL PSL 331/2X9

4X6BLKG BLKGWHERE WHERE 4X6 STRAP OCCURS STRAP OCCURS

DBL STRAP WHERE OCCURS, SEE PLAN

EN EN

1'-0" 1"1"= =1'-0"

PLANVIEW VIEW PLAN

TYPHSS HSSMEMBER MEMBERCONNECTIONS CONNECTIONS TYP 13 13

TYPCORNER CORNERCONSTRUCTION CONSTRUCTION TYP 17 17

1/2"= =1'-0" 1'-0" 1 11/2"

1/2"= =1'-0" 1'-0" 1/2"

Q1 Q1

4XBLKG BLKG 4X 2XWEB WEBSTIFFENER STIFFENER 2X

GRID GRID

MSTA24@@8"8"OC OCEN EN MSTA24 TOI-JOIST I-JOISTWHERE WHERE TO STRAPOCCURS OCCURS STRAP

(10)16D 16DEA EABLK BLKWHERE WHERE (10) STRAPOCCURS OCCURS STRAP

Q1 Q1

GRID

GRID (t-1/8) (t-1/8)

1/2"LSL LSLLEDGER LEDGERW/ W/ 111/2" (5)16D 16DEA EASTUD STUDCONTACT CONTACT (5)

EN EN

ROOFSP SP ROOF

2020 S-566 S-566

CMST12STRAP, STRAP,FILL FILLEVERY EVERY CMST12 OTHERHOLE HOLEO/O/4X 4XBLKG BLKG OTHER

GRID GRID

2'-0" 2'-0"

"SIMPSON" "SIMPSON" LUS210EA EAEND END LUS210

16D@@6"6"OC OCLSL LSLLEDGER LEDGERTO TOBLKG BLKG 16D

DETAIL DETAIL

CONSULTANT 2'-0" 2'-0"

3/4X91/2" 1/2"2.0E 2.0E 113/4X9 PARALLAM PSL PARALLAM PSL

PLATE ABOVE SILLHEIGHT HEIGHT SILL SAD SAD

PJPTOP TOP&& PJP BOTFLANGE FLANGE BOT

PJP PJP SEE PLAN SEE PLAN

CAPPL PLTO TOMATCH MATCHHSS HSS CAP WALLTHICKNESS THICKNESS(GRIND (GRINDTO TO WALL MATCH HSS PROFILE) MATCH HSS PROFILE)

(t-1/8) (t-1/8)

SEE PLAN SEE PLAN

PJP PJP

(t-1/8) (t-1/8)

2XBLKG BLKGW/ W/A35 A35 2X

"SIMPSON"H2.5A H2.5A "SIMPSON" EASIDE SIDE EA CMST12AT ATLSL LSL CMST12 SPLICE W/ (44) 16D SPLICE W/ (44) 16D EASIDE SIDEOF OFSPLICE SPLICE EA

2X12FASCIA FASCIA 2X12 BEAMPER PERPLAN PLAN BEAM

EN EN POSTBEYOND BEYOND POST SHAPED PL, 1 1/2" MIN THK

66 S-565 S-565

66 WEBSTIFF, STIFF,SEE SEE WEB S-565 S-565

2X6BRACE BRACE@@5'-4" 5'-4"OC OCW/ W/(3) (3)16 16EA EAEND END 2X6

"SIMPSON"L90 L90TYP TYPAT AT "SIMPSON" EAJOIST. JOIST.AT ATEND END EA JOISTOF OFEA EAROOF ROOF JOIST SECTION,PROVIDE PROVIDE(3) (3) SECTION, A35,ALT ALTSIDES SIDESOF OF A35, JOIST&&STAG STAG JOIST

STRAP AT SIM COND B, SEE PLAN

1/2"CONT CONTLSL LSL 111/2" RIM JOIST RIM JOIST

NON-EXPOSED NON-EXPOSED

SP,SEE SEEPLAN PLAN SP,

DETAIL DETAIL

NAILPL PLTO TOBEAM BEAMW/ NAIL W/ @ 16D 6"OFFSET OC 16D 6"@ OC NAIL OM STRAP

1'-0" 1"1"= =1'-0"

TOF TOF

PARALLAM PARALLAM PER PLAN PER PLAN 2XJOISTS JOISTS@@24" 24"OC OC 2X W/"SIMPSON" "SIMPSON"A35 A35 W/ EAEND END EA

FASCIA,SAD SAD 2x2xFASCIA,

"SIMPSON" H8 EA JOIST "SIMPSON" H8 EA JOIST EA SIDE WALL SP, SIDE VARIES, SEE PLAN

HSS, SEE PLAN HSS FRAME WHERE OCCURS, SEE SP, SEE PLAN

GRID

TEHAMA CENTER STUDENT SERVICES

PARALLAM PARALLAM PERPLAN PLAN PER

GRID

SP, SEE PLAN

STUD WALL, SEE PLAN NOTES: NOTES: SEESTRUCTURAL STRUCTURALSTEEL STEELNOTES NOTESFOR FORCRITERIA CRITERIAWHERE WHERECONNECTIONS CONNECTIONSARE AREEXPOSED EXPOSEDAND AND 1.1. SEE VISIBLETO TOTHE THEPUBLIC PUBLICAND ANDBUILDING BUILDINGOCCUPANTS OCCUPANTS(OTHER (OTHERTHAN THANMAINTENANCE MAINTENANCEAREAS). AREAS). VISIBLE THEHSS HSSWALL WALLTHICKNESS THICKNESS 2.2. "t""t"ISISTHE

TYP HSS CORNER & SPLICE 14 TYP HSS CORNER & SPLICE 14

I-JOIST, SEE PLAN

LSL CONT RIM BOARD TOF SEE PLAN

DETAIL 18 DETAIL 18 1'-0" 1"1"= =1'-0"

4'-0" 4'-0"

1 1/2" LSL BLKG @ 2'-0" W/ FC EA END

SP EN TO BLKG LSL CONT RIM BOARD

SP, SEE PLAN

1 1/2" LSL BLKG @ 2'-0" W/ FC EA END

WOOD STUD WALL, SEE PLAN

SPEN ENTO TOGLB GLB SP SP,SEE SEEPLAN PLAN SP,

2x FASCIA, SAD 2X BLKG W/ A35

SP, SEE PLAN

JOIST,SEE SEEPLAN PLAN JOIST,

BEAM, SEE PLAN BEAM, SEE PLAN SP, SEE PLAN

STRAP,SEE SEEPLAN PLAN STRAP,

4XFLAT FLATBLKG BLKGAS ASREQ REQFOR FORSTRAP STRAP 4X W/A34 A34EA EAEND, END,T&B T&B W/

H2.5 EA STUD, EA SIDE

ALIGN THE STUD ON THIS SIDE

DETAIL DETAIL 11 11

DETAIL

1'-0" 1"1"= =1'-0"

1" = 1'-0"

MANAGEMENT

FOR CONNECTION, HSS FRAME WHERE SEE 13 OCCURS, SAD S-566

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

STUD WALL WALL SP, SIDE VARIES, SEE PLAN

AGENCY

SP,SEE SEEPLAN PLAN SP,

DETAIL DETAIL 15 15

DETAIL DETAIL 19 19

1'-0" 1"1"= =1'-0"

Q1 Q1

GRID GRID STUDWALL, WALL,SEE SEEPLAN PLAN STUD

GRID

SP,WHERE WHERE SP, OCCURS, SEEPLAN PLAN OCCURS, SEE

SEEPLAN PLAN SEE 3'-0" MAX 3'-0" MAX

MAY OCCUR ON BOTH SIDES

EN EN 16D @ 3"OC TYP

2X12 16D PER STUD 2X8 W/W/ (3)(5) 16D PER STUD TYP 16D@@6"6"OC OC 16D TYP

4X BLKG TYP

BLKG 2x2xBLKG "SIMPSON"H3 H3AT AT "SIMPSON" EAOUTRIGGER OUTRIGGER EA

2'-0"MIN MIN 2'-0" 2'-8" MAX 2'-8" MAX EDGENAIL NAILPER PERPLAN PLAN EDGE

EN EN

SP,SEE SEEPLAN PLAN SP,

SP JOINT TO OCCUR AT RIM JOIST, NAIL SP2X4 BRACE @ 48" OC ABOVE PER FLOOR ABOVE & NAIL SP BELOW PER FLOOR BELOW. SEE PLAN FOR SP NAILING

SEE PLAN

A35 @ 16" OC

CONT 2X8. SPLICE AT DOUBLE STUD WHERE BRACE OCCURS

JOIST HGR,SEE SEEPLAN PLAN I-JOIST,

2X8 BEAM LEDGER W/ (3) 16D WHERE TO EA STUD SEE PLAN OCCURS, STOREFRONT, SAD WOOD STUD WALL, SEE PLAN

1'-0" 1"1"= =1'-0"

S-_061960_C224A S-_061960_C224A 140127.Q2 Q2 140127.

PARALLAM PARALLAM PERPLAN PLAN PER 2XJOISTS JOISTS@@24" 24"OC OCW/ W/ 2X "SIMPSON"A35 A35EA EAEND END "SIMPSON"

SAD

WOODSTUD STUDWALL, WALL,SEE SEEPLAN PLAN WOOD

TYPFLAT FLATI-JOIST I-JOISTPARALLEL PARALLELTO TOWALL WALLW/ W/ TYP OUTRIGGER OUTRIGGER

PARALLAMPSL, PSL,SEE SEEPLAN PLAN PARALLAM

(4) 10D EA JOIST ((2) EA SIDE)

TOW

I-JOIST,SEE SEE I-JOIST, PLAN PLAN

2X8 JOIST @ 24" OC

(4)1"1"DIA DIACARRIAGE CARRIAGE (4) BOLTSEA EASIDE SIDE BOLTS

(3) 16D NAILS

JOISTHANGER HANGER JOIST

"SIMPSON"H8 H8 "SIMPSON" EAJOIST JOISTEA SIDE EA

BACKER BLOCK, SEE "TYP IJOIST BACKER BLOCK" DETAIL

FORCONNECTION, CONNECTION, FOR SEE SEE 1313 S-566 S-566

" 1 1/2 " 1 1/2 1//44"" 1

SPEN ENTO TOBLKG BLKG SP

BACKER BACKER BLOCKTIGHT TIGHT BLOCK TOTOP TOPAT ATEA EA TO OUTRIGGER OUTRIGGER LOCATION LOCATION

ROOFSP SP ROOF

FASCIA 2x2xFASCIA

6"" 6

DBL2x2xTOP TOPPLATE PLATE DBL

EN EN

2XBLKG BLKGW/ W/ 2X "SIMPSON" A35 "SIMPSON" A35

2X8 STUDS @ 24" OC

FASCIA,SAD SAD FASCIA,

2x6 2x6 OUTRIGGER@@ OUTRIGGER 24"OC OC 24"

TYPLEDGER LEDGERPARALLEL PARALLELTO TOJOIST JOIST TYP

SEEPLAN PLAN SEE

SP, SEE PLAN

FC@@2'-0" 2'-0"OC OC FC

TOW TOW SEEPLAN PLAN SEE

SEEPLAN PLAN SEE

STRAP, SEE SHEAR WALL ELEVATION

2XBLKG BLKG 2X MSTA12 TO 4X4 BLOCK AT 24" OC, TYP

GRID GRID

WOOD STUD WALL, SEE PLAN

4X CONT

SP,WHERE WHERE SP, OCCURS, SEEPLAN PLAN OCCURS, SEE

SP,SEE SEEPLAN PLAN SP,

5/15/2019 4:35:51 PM

1 1/4"

2X8 STUDS @ 24" OC

1" = 1'-0" 1" = 1'-0"

A35 EA JOIST PARALLAM PER PLAN SHAPED 2X PL "SIMPSON" H8 EA JOIST

FOR CONNECTION, HSS FRAME WHERE SEE OCCURS, SAD 13 S-566 WALL SP, SIDE PLAN SP, SEE SEE PLAN STUD VARIES, WALL

" 1 1/2 " 1 1/2" 1//44" 1

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

DETAIL DETAIL

"SIMPSON" H8 SHAPED PL EA 2X JOIST EA SIDE

SPNOT NOTSHOWN SHOWN SP FORCLARITY CLARITY FOR

STRAP, SEE ELEV

PARALLAM PER PLAN 2x FASCIA, SAD 2X JOISTS @ 24" OC W/ "SIMPSON" A35 EA END

PARALLAM PER PLAN

"SIMPSON" H3 EA BLKG

2x FASCIA, SAD

2X BLKG W/ A35

2X JOISTS @ 24" OC 2x FASCIA, SADW/ "SIMPSON" A35 EA END

"SIMPSON" H3 EA BLKG

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

ROOF SP

AA PARALLAM PER PLAN

JOISTHANGER HANGEREA EASIDE SIDE JOIST

DATE 01/04/2019 5/17/2019

ROOF SP

TOFVARIES VARIES TOF SEEPLAN PLAN SEE

I-JOIST, SEE PLAN

WOOD STUD WALL, SEE PLAN

EN EN

A35 @ 32" OC, WHEN SP JOINT OCCURS AT RIM BOARD, WHEN SP DOES NOT OCCUR AT RIM BOARD USE FC PER SHEAR WALL SCHEDULE I-JOIST BACKER BLOCK AT BLKG LOCATION

SEE PLAN SEE PLAN

STRAP,SEE SEEEL EL STRAP,

SLOPEWHERE WHERE SLOPE OCCURS,SEE SEEPLAN PLAN OCCURS,

TOF SEE PLAN

EN I-JOIST BACKER BLOCK AT BLKG LOCATION

SEE PLAN SEE PLAN

DIRECTIONOF OFSLOPE SLOPE DIRECTION VARIES,SEE SEEEL EL VARIES,

(2) ROWS

SP, SEE PLAN

A35 @ 32" OC, WHEN SP JOINT OCCURS AT RIM BOARD, WHEN JOISTS, SP DOES NOT OCCUR SEE PLAN AT RIM BOARD USE FC PER SHEAR WALL SCHEDULE

SHEAR WALL, SEE PLAN

2'-0" 2'-0"

ISSUED

MARK

TOF SEE PLAN

SP JOINT TO OCCUR AT RIM JOIST, NAIL SP ABOVE PER FLOOR ABOVE & NAIL SP BELOW PER FLOOR BELOW. SP,NAILING SEE PLAN SEE PLAN FOR SP

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

S-_051200_T045A S-_051200_T045A 160107 160107

SCALE:NTS NTS SCALE:

1'-4"

WOOD STUD WALL, SEE PLAN SILL PLATE ATTACHMENT, SEE SCHEDULE

SP EN TO BLKG

770 DIAMOND AVE RED BLUFF, CA 96080

PLANAT ATSPLICE SPLICE PLAN

1'-0" 1"1"= =1'-0"

2'-0"

A RU C T UR O F OF I CAL

PROJECT

GRID GRID 16D @ 6" OC WHEN SP JOINT OCCURS AT RIM BOARD, WHEN SP JOINT DOES NOT OCCUR AT RIM BOARD USE SILL PLATE ATTACHMENT PER SHEAR WALL SCHEDULE

No. S3737

05/15/2019

STUD WALL, SEE PLAN

DETAIL 10 DETAIL 10

1'-0" 1"1"= =1'-0"

PJP PJP

(t-1/8) (t-1/8)

HSSFASCIA FASCIASEE SEEPLAN PLAN HSS

BEAM,SEE SEEPLAN PLAN BEAM,

DETAIL DETAIL

EXPOSED EXPOSED

PLANAT ATCORNER CORNER PLAN

DO NOT HORIZ SPLICE PLYWOOD WITHIN TOP 36 INCHES

2x2xFASCIA, FASCIA, SAD SAD

2XSTUD STUDWALL, WALL,SEE SEEPLAN PLAN 2X WEBSTIFF, STIFF,SEE SEE WEB

HSSFASCIA, FASCIA, HSS SEE PLAN SEE PLAN

1/4 1/4

H8 TYP EACH JOIST

A35 EA JOIST 2X BLKG W/ A35

JOIST,SEE SEE JOIST, PLAN PLAN

PJP PJP

EER GIN EN R

2XJOIST JOIST 2X

FESSIONA PRO L ED RRY J. VOLKE E

ROOF SP 2X BLKG W/ A35

MITER MITER CORNER CORNER

HANGER HANGER

SEAL

EN EN ROOF SP

I-JOIST,SEE SEEPLAN PLAN I-JOIST, HU316HANGER HANGER HU316

EN EN

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

"SIMPSON"A35 A35 "SIMPSON"

17/8" 7/8" 1CENTER IN TOP

STRAP AT SIM COND A SEE PLAN

1/2X91/2" 1/2"2.0E 2.0E 331/2X9 PARALLAM PSL PARALLAM PSL 2X10@@24" 24"OC OC 2X10

"SIMPSON"LSTA LSTA "SIMPSON" ATPLATE PLATESPLICE SPLICE AT

H8EA EASIDE SIDEOF OF H8 BEAM, EA JOIST BEAM, EA JOIST BEAM,PER PERPLAN PLAN BEAM,

3/8" 113/8"

8"8"

CJP CJP

4"4"

STUDWALL WALL STUD

1/2" 111/2"

1 1/4"

TITLE

PARALLAM PARALLAM PERPLAN PLAN PER

HSS OUT BOARD OF HSSFRAME FRAMEWHERE WHERE HSS WALL AT LOUVER ELEV OCCURS, SEE OCCURS, SEE FRAME. ALIGN WITH FINISHES

DETAIL DETAIL 12 12

DETAILS - ROOF FRAMING DETAILS

SP, SEE PLAN WALL SP WALL SP

1/2"CONNECTION CONNECTIONPL PL 1/2" (LOCATEON ONINSIDE INSIDEFACE) FACE) (LOCATE SHEET

NOTE: 1. SEE "TYP LSL RIM BOARD" DETAIL FOR ADDL INFORMATION

1'-0" 1"1"= =1'-0"

L N IA

SP SP

SEEPLAN PLAN SEE

07/03/2019

"SIMPSON"LSTA24 LSTA24 "SIMPSON" TYPAT ATEA EACORNER CORNER TYP

2'-0" 2'-0"

"SIMPSON" "SIMPSON" H2AEA EASIDE SIDE H2A

1'-0" 1"1"= =1'-0"

✔

"SIMPSON"A35 A35 "SIMPSON"

1" MIN 1" MIN AFTER DAP AFTER DAP

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

TYPICAL TOP PLATE AT TOP OF MECH WELL DAPTOP TOPPL PL DAP

2XJOISTS JOISTS 2X

ACS

✔

STUD WALL, SEE PLAN

2XBLKG BLKGW/ W/A35 A35 2X

DETAIL DETAIL

FLS

"SIMPSON"LUS410 LUS410 "SIMPSON" INVERTED INVERTED

OPH 1919 OPH S-566 S-566 EN EN

✔

DATE:

1818 S-566 S-566

2XFASCIA FASCIA 2X

REVIEWED FOR

1/2X91/2" 1/2"2.0E 2.0E 331/2X9 PARALLAMPSL PSL PARALLAM

REGIST ER K

0 1/4" 1/2"

GRID GRID

INC:

S-_061960_C206A Q2 140127. Q2

DETAIL DETAIL 16 16

S-566

DETAIL DETAIL 20 20

1'-0" 1"1"= =1'-0"

Q1 Q1

017294 ?00.00.00? LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

GRID GRID

ACS

✔

07/03/2019

FOR ADDL ADDLINFORMATION, INFORMATION, FOR SEE SEE 55 S-566 S-566

4XBLKG BLKG 4X

16D@ 4" 4" OC OC EA EA SIDE SIDE TO TO 16D@ BLOCK BLOCK

FLS

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

MSTA12 EVERY OTHER JOIST. STAGGER EACH STRAPS EACH SIDE OF LINE C. SLOT PLYWOOD AS REQUIRED FOR STRAP

CONSULTANT

1/2" LSL LSL LEDGER LEDGER W/ W/ 11 1/2" (6) 4 1/2" SDSCONTACT SCREWS (5)1/4"X 16D EA EA STUD CONTACT (5) 16D STUD TO EACH STUD CONTACT

ROOF JOISTS, JOISTS, ROOF SEE PLAN PLAN SEE

HU316HANGER HANGERW/ (20) #10x 1 1/2 HU316 HANGER HU316 CONNECTOR SCREWS TO LEDGER AND (12) 0.148X 1 1/2" NAILS TO JOIST, TYP

SP SP

22 S-566 S-566

2x FASCIA, FASCIA, 2x SEE PLAN PLAN SEE

GRID

L90AT AT CORNER CORNER L90 SP, SEE PLAN SP, NAIL SEE PLAN PER TYPE C WALL, TYP

SEAL

(10) 16D EA BLK WHERE 16D @4" OC LEDGER STRAP OCCURS TO BLCK

SHAPE BOT BOT PLATE PLATE SHAPE

MSTA12 EVERY OTHER JOIST

4X BLKG

4X6 BLKG BLKG 4X6

66 S-566 S-566

1/2" CONT CONT LSL LSL RIM RIM 11 1/2" JOIST DO NOT JOIST SPLICE RIM JOIST WITHIN 6''-0" OF WALL CORNER

2X12 LEDGER W/ (4) 16D EA STUD CONTACT

ROOF JOISTS, JOISTS, ROOF SEE PLAN PLAN SEE

BEAM, SEE PLAN CLIENT

1"==1'-0" 1'-0" 1"

DETAIL

1"==1'-0" 1'-0" 1"

DETAIL

SCALE: NTS

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT SCHEMATIC PACKAGE

DBL I-JOIST, I-JOIST, SEE SEE PLAN PLAN DBL

PLAN VIEW VIEW PLAN

DETAIL

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

88 S-566 S-566

A RU C T UR O F OF I CAL

PROJECT

2x6 OUTRIGGER OUTRIGGER 2x6 @ 24" 24" OC OC @

TYP HANGER

No. S3737

05/15/2019

A35 EACH SIDE, STAGD

JOIST, SEE PLAN

EDGE NAILING NAILING EDGE

GLB, SEE SEE PLAN PLAN GLB,

2X STUD WALL, SEE PLAN

1 1 1/2" 1/2"

SP, SEE SEE PLAN PLAN SP,

L N IA

1/4"X5" SDS 16D@ @4" 6"OC OC 16D @ 6" SCREW

FESSIONA PRO L ED RRY J. VOLKE E

SP, SEE PLAN

EER GIN EN R

CONT STRAP O/4X BLKG, SEE PLAN STUDS, SEE PLAN STUDS, SEE PLAN

REGIST ER K

ADDITIONAL STRAP WHERE OCCURS

2XSTUD STUD WALL, WALL, SEE SEE PLAN PLAN 2X

1/2"==1'-0" 1'-0" 1/2"

ISSUED

MARK

DATE 01/04/2019 5/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

POST, SEE PLAN

VARIES, SEE PLAN

1 S-566

VARIES, SEE PLAN

3/16

1 1/2" TYP

JOIST, SEE PLAN ROOF SP, SEE PLAN

(4) 1/2" DIA BOLTS

JOIST, SEE PLAN

B 1 S-566

NO WELD AT RADIUS CORNERS

ROOF SP, SEE PLAN

7 1/4"

MANAGEMENT

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

GRID "SIMPSON" A35 EA SIDE 6X6 SILL PLATE W/ A35 T&B EACH END

AC44 EA SIDE, T&B OF POST

HD WHERE OCCURS, SEE PLAN

16D @ 3" OC TO GLB, EA SIDE 2x STUDS ES OF GLB

(10) 16D EA BLK WHERE STRAP OCCURS

TYP

ANGLE, SEE PLAN

MSTA12 EVERY OTHER JOIST

16D @ 3" OC TO GLB, EA SIDE

3/16 3/16"

2X STUD WALL, SEE PLAN

STUD ABOVE HEADER, TYP

2x STUD HSS TO HSS TYP

HD WHERE OCCURS, SEE PLAN

SP, SEE PLAN

BREAK BOT PL AT AC44

TOS SEE PLAN

STUD ABOVE HEADER, TYP

ROOF PANEL, SAD

4X BLKG GAP, SAD

WHERE POST NOT NOTED ON PLAN, PROVIDE BUILT-UP POST OR STUDS 2X STUDS TO MATCH SEE PLAN BEAM WIDTH

GLB, SEE PLAN

GLB WHERE OCCURS, SEE PLAN

ELEVATION ELEVATION

DETAIL 1"==1'-0" 1'-0" 1"

L2X2X3/8 TYP ALL AROUND

DETAIL 1"==1'-0" 1'-0" 1"

DETAIL DETAIL

WHERE POST NOT STUD WALL, SEE PLAN NOTED ON PLAN, PROVIDE BUILT-UP 2X STUDS TO MATCH BEAM WIDTH

TYP JOIST, SEE PLAN

PL1/4X2 1/2"SQ

2X12 LEDGER W/ (4) 16D EA STUD CONTACT

POST OR STUDS SEE PLAN

GLB, SEE PLAN

GLB WHERE OCCURS, SEE PLAN

5/15/2019 4:35:52 PM

OPENING, SAD

2x STUDS ES OF GLB

BREAK BOT PLAN PL AT POST, SEE AC44 AC44 EA SIDE, T&B OF POST

POST, SEE PLAN

POST WHERE OCCURS, SEE PLAN

CLR

CENTER SPLICE BTWN POSTS

AGENCY

HDR, SEE CENTER SPLICE PLAN, POSTS CONT BTWN O/ (2) SPANS MIN

CS14 STRAP AT SPLICE, 2'-0" EA SIDE OF SPLICE, FILL ALL HOLES, EXTEND AS NEEDED FOR MISSED CONNECTORS AT UPLIFT TIES AT CS14 STRAP SPLICE, 2'-0" EA SIDE OF SPLICE, FILL ALL HOLES, EXTEND AS NEEDED FOR MISSED CONNECTORS AT UPLIFT TIES POST, SEE PLAN

3'-0"

C:\Users\Patty.Braun\Documents\_RevitLocalFiles\017294_BIM_S-MASTER_R18_CENTRAL_patty.braun.rvt

HDR, SEE PLAN, CONT O/ (2) SPANS MIN

OUTRIGGER, FOR ADDL INFO SEE

DECK, SAD TYP 3/16

GAP, SAD

FC EA SIDE WHERE HOLDOWN DOES NOT OCCUR

SLOPE

1/8

HSS, SEE PLAN

3/16

TYP HANGER 1/2

BEAM, SEE PLAN 4'-6" SAD FOR LOCATIONS

2-12

L TO HSS TYP

TITLE

DETAILS - ROOF FRAMING DETAILS

TYP

HSS8X2X1/4 TYP UNO SHEET

STUD WALL, SEE PLAN

12 12

DETAIL PLAN PARTIAL

SCALE: NTS 1" = 1'-0"

S-567

DETAIL 1" = 1'-0"

017294 ?00.00.00? LIONAKIS 2017

GENERAL NOTES 1"

0 1/4" 1/2"

E E LAN (E) FIR 09288 -1 A#02

(E) GAS METER ENCLOSURE

(E) ELECTRICAL YARD

D NE LA 8 E 8 FIR 1092 ) (E 02A#

E E LAN (E) FIR 09288 -1 A#02

(E) POND

APP. 02-117123

SEE CIVIL AND LANDSCAPE DRAWINGS FOR ASPHALTIC AND PORTLAND CEMENT CONCRETE PAVING TYPES AND SECTIONS.

SEE CIVIL DRAWINGS FOR LOCATION OF ALL UNDERGROUND UTILITIES.

SEE PLUMBING SHEETS FOR ALL ROUTING OF ALL UNDERGROUND GAS LINES AND ROOF DRAINAGE CONNECTION POINTS TO STORM DRAINAGE SYSTEM, WATER, AND SEWER LINES SHOWN ON CIVIL DRAWINGS.

SEE ELECTRICAL DRAWINGS FOR LOCATION AND TYPES OF VARIOUS POWER AND SIGNAL PULL BOXES AND LIGHT FIXTURES.

EXPANSION JOINT SHALL BE LOCATED AT THE OUTSIDE CORNERS OF THE BUILDING.

SEE CIVIL DRAWINGS FOR TYPICAL PAVEMENT STRIPING, SYMBOLS, ETC., UNO.

SEE SHEET AS101 FOR ACCESSIBLE PATH OF TRAVEL.

10. SEE SHEET GL101 FOR EMERGENCY VEHICLE ACCESS & HYDRANTS.

INC:

REVIEWED FOR

SEE HORIZONTAL CONTROL PLAN, CIVIL DRAWINGS FOR DIMENSIONS NOT OTHERWISE SHOWN ON THIS DRAWING.

11. SEE LANDSCAPE DWGS FOR MISC SITE FEATURES NOT LIMITED TO BUT INCLUDING CONC SEAT WALLS, CONC PLANTERS, SHADE STRUCTURES, PAVING PATTERNS, AND TREE GRATES.

✔

DATE:

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

12. SEE CIVIL DRAWINGS FOR TOPS OF SITE WALLS.

(E) AC PAVING, UNLOADING AREA

LEGEND

LIN

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

(E) F I R A#02 E LANE -1092 88

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

SEE CIVIL AND ELECTRICAL DRAWINGS FOR MORE INFORMATION PERTAINING TO SCOPE OF PROJECT.

(E) FH

PROPERTY LINE ASSUMED IMAGINARY LINE

(E) BUILDING WITH NO SCOPE IN THIS PROJECT

SEAL

(E) FH

(E) BUILDING 1 A# 02-109288

(E) FH

(E) BUILDING 3 A# 02-109288

(E) PARKING A# 02-109288

SEE CIVIL FOR EXTENT OF NEW CONCRETE

(E) BUILDING 2 A# 02-109288

'-6" 69 / +

6 NO ING RK PA

S S TEHAMA CENTER STUDENT SERVICES BUILDING 4 U

NO ING RK PA NO ING RK PA

(E) FH A# 02-109288

(E) FH

"DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICATBLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAS BEEN IDENTIFIED AND 2) THE DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND RESONABLE CONSTRUCTION TOLERANCES, TEHY SHALL BE BOUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF OF CONSTRUCTION CHANGE DOCUMENT."

(E) FH A# 02-109288

NO ING RK PA

PATH OF TRAVEL :

NO ING RK PA

NE LA 8 E 28 FIR 109 ) (E 02A#

SEE LANDSCAPE DWGS

E AN L 8 IRE 28 ) F 09 (E 02-1 A#

(E) PASSENGER LOADING ZONE (A# 02-109288) 5 AS501 6 AS501

770 DIAMOND AVE RED BLUFF, CA 96080

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

(E) PATH OF TRAVEL PER A# 02-109285

FUTURE PARKING A# 02-109288

(E) 20' BARRIER-FREE FIRE TRUCK ACCESS ROAD PER A# 02-109285

CLIENT

TEHAMA CENTER STUDENT SERVICES

HI-LO DRINKING FOUNTAIN WITH BOTTLE FILLING STATION

EMERGENCY FIRE TRUCK ACCESS PATH OF TRAVEL, ROUTE WITH A MINIMUM OF 20' WIDE BY 15'-6" VERTICAL CLEARANCE WITH 50' INSIDE TURNING RADIUS AND AN ADDITIONAL 2' OF WIDTH PROVIDED TO ALLOW FOR CLEARANCE OF APPARATUS BUMPER OVERHANG, TYP. VEHICLE BARRIERS SUCH AS GATES PROVIDED WITH A KNOX BOX AT CAMPUS ENTRY POINTS.

-9 96'

PROJECT

FIRELANE

+/-

A# 02-114844 (E) PV PANELS O/ PARKING

(E) TRASH ENCLOSURE A# 02-109288

EN . 08 - 3 1 - 1 O F OF CAL I

(E) FIRE HYDRANT

R E

C23603 SAFE DISPERSAL AREA: 5 SF/PERSON MIN 50'-0" FROM ANY BUILDING

CT Y R RT

PROPOSED NEW BUILDING

D A RCH SE I E N A N McM TE H U T A

LI J ON C

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

(E) CONCRETE PAVING REVISED ACCESSIBLE PARKING AND WALK

CONCRETE PAVING PER CIVIL DRAWINGS SEE LANDSCAPE DWGS

LANDSCAPE PER LANDSCAPE DRAWINGS

MEN'S ACCESSIBLE RESTROOM

WOMEN'S ACCESSIBLE RESTROOM

R PE O PR

E LIN Y T

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

UNISEX ACCESSIBLE STUDENT/STAFF RESTROOM

PARKING COUNT EXISTING PARKING SUMMARY

IR )F (E

E AN L E

STANDARD STANDARD NON ACCESSIBLE ACCESSIBLE ACCESSIBLE REQUIRED PROVIDED SPACES

OVERALL

203

VAN SPACES PROVIDED

VAN SPACES REQUIRED

TOTAL

211

ND U EN AV

(E) SITE ENTRANCE 19 SIGNAGE W/ TOW AWAY AS501 WARNING SIGNAGE

TITLE

ARCHITECTURAL SITE PLAN

NORTH

5/15/2019 3:48:42 PM

AGENCY

O AM DI

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

MANAGEMENT

ARCHITECTURAL SITE PLAN SCALE 1" = 40'-0"

SHEET

AS101

0 1/4" 1/2"

A# 02-109288 (E) CURB RAMP A# 02-109288 (E) TRUNCATED DOMES (TYP.)

REMOVE (E) STRIPING, ISA SYMBOL, AND CONCRETE WHEEL STOP, EXTENTS AS SHOWN BY SHADING.

A# 02-109288 (E) ACCESS AISLE (TYP.)

(E) STRIPING TO REMAIN

A# 02-109288 (E) 36" SQ. ISA SYMBOL, TYP.

A# 02-109288 (E) "NO PARKING", TYP.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

A# 02-109288 (E) ACCESSIBLE ROUTE (E) ACCESS AISLE 5'-0" TYP.

(E) ACCESSIBLE SPACE 9'-0" TYP.

INC:

REVIEWED FOR SS

(E) VAN ACCESS AISLE 9'-0"

✔

DATE:

FLS

ACS

✔

07/03/2019

MIN. CLR.

(E) 18'-0"

PARKING STALL DEPTH

(E) 19'-0"

48" MIN .

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

REMOVE

(E) 1'-0" MAX.

D (E) 5'-6"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

A# 02-109288 (E) CONCRETE WHEEL STOP, TYP.

REMOVE (E) SLOPING WALK, SIDEWALK, CURB, AND TRUNCATED DOMES, EXTENTS AS SHOWN BY SHADING

A# 02-109288 (E) 6" RAISED CURB (TYP.)

A# 02-114844 (E) OVERHEAD PHOTOVOLTAIC PANEL COLUMN

A# 02-109288 (E) ACCESSIBLE STALL (TYP.)

RELOCATE (E) ACCESSIBLE PARKING SIGN

A# 02-114844 (E) OVERHEAD PHOTOVOLTAIC PANEL ROOF EXTENTS A# 02-109288 (E) ACCESSIBLE PARKING SIGN, TYP.

A# 02-109288 (E) FLUSH TRANSITION AT TRUNCATED DOMES, TYP.

REMOVE (E) ACCESSIBLE PARKING SIGN

CONSULTANT

A# 02-109288 (E) TRAFFIC SIGNAGE

ACCESSIBLE PARKING PLAN-DEMO

SCALE 1/8" = 1'-0"

(N) WHITE PERIMETER AND WHITE DIAGONAL STRIPING (N) 36" SQ. ISA SYMBOL EXISTING PARKING

RELOCATED ACCESSIBLE PARKING SPACE

AS REQ'D

9'-0"

(N) 12" HIGH "NO PARKING"

9'-0"

SEAL

(N) VAN ACCESS AISLE

SPACE

D A RCH SE I E N A N McM TE H U T A

CT Y R RT

LI J ON C

(N) VAN PARKING SPACE

9'-0"

5'-0"

18'-0"

5'-0"

18'-0"

5'-0"

9'-0"

EN . 08 - 3 1 - 1 O F OF CAL I 9

14'-2"

R E

C23603

9'-3"

PROJECT

TEHAMA CENTER STUDENT SERVICES

10'-0" 1'-0"

770 DIAMOND AVE RED BLUFF, CA 96080

(N)

(N) VAN ACCESSIBLE PARKING SIGNAGE

RELOCATED CONCRETE WHEEL STOP

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

(N) FLUSH TRANSITION AT TRUNCATED DOMES

(N) SIDEWALK SLOPE AND CURB RELOCATED ACCESSIBLE PARKING SIGNAGE

(N) CURB AND SIDEWALK

ACCESSIBLE PARKING PLAN-NEW

SCALE 1/8" = 1'-0" SEE PLAN

SLOPING CURB FLUSH TRANSITION

DETECTABLE WARNING

1/4" = 1'-0"

ACCESSIBLE PARKING PERPENDICULAR 1/8" = 1'-0"

(E) PAINT TOP & FACE OF CURB RED

NO PARKING FIRE LANE

1:12 MAX

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AT SITE ENTRY FREE STANDING

ACCESSIBLE WALL MOUNTED

VAN ACCESSIBLE WALL MOUNTED

PAINT WITH TRAFFIC PAINT: SYMBOL: WHITE BACKGROUND: BLUE EQUAL TO FED SPEC 595A COLOR # 15090

AGENCY

1/2" = 1'-0" Q1

1" CROWN AT PAVING EXP JOINT, TYP AT PERIMETER

CONCRETE OR PAVING

SIGN

SIDES OF ISA PARALLEL TO STALL

12" DIA CONCRETE FOOTING

MEDIUM BROOM FINISH ON FACE OF SLOPED SURFACE

FACE OF CURB

TITLE

ARCHITECTURAL SITE DETAILS

(E) SITE PAVING 12 VIEW AT RAMP

LOWER EDGE OF ISA ALIGNED WITH END OF PARKING STALL

1 MAX

5/15/2019 3:48:45 PM

7 AS501 TRUNCATED DOMES PER

(E) FIRE LANE MARKING

1" = 1'-0" Q1

CONCRETE WHEEL STOP

3/4" = 1'-0" Q1

SECTION

017294 ?00.00.00? LIONAKIS 2017

ACCESSIBLE PARKING SIGNAGE

1 1/2" DIA GALV STD PIPE

GRADE BREAKS ARE NOT PERMITTED ON THE SURFACE OF RAMP RUNS OR TURNING SPACES / LANDINGS. TRANSITIONS TO ADJACENT SURFACES MUST BE LEVEL

PLAN

VAN ACCESSIBL E MINIMUM FINE $250

SLOPE OF TOP LANDING AND TURNING SPACE AT BOTTOM TO BE 2% MAX IN ALL DIRECTIONS. CROSS SLOPE OF RAMP RUN TO BE 2% MAX

2'-0"

TO FACE OF CURB OR FACE OF STUD

2'-0"

WHERE PARALLEL RAMP LEADS TO A STREET OR CROSSING, ENSURE THAT COUNTER SLOPES OF ADJOINING GUTTERS AND ROADS WITHIN 24" ARE 5% (1:20) MAX AND DO NOT ACCUMULATE WATER

ELEVATIO N

PARKING ONLY

MANAGEMENT

3'-0"

(E) 4" HIGH PAINTED WHITE LETTERS SPACE MESSAGE @ 30' OC MAX

48" MIN

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

PARKING ONLY

MINIMUM FINE $250

SEE PLAN FOR SPECIFIC SIGN TYPE, FOR SPECIFIC SIGNAGE INFORMATION, SEE DETAIL

2'-0"

AC PAVING

VAN ACCESSIBL E MINIMUM FINE $250

UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT (ADDRESS) OR BY TELEPHONING (TELEPHONE NUMBER) C.V.C. 22507.8

TOP LANDING 48" MIN

48" MIN WIDTH OF SIDEWALK

4'-0"

MINIMUM FINE $250

#6 STEEL REINF BAR 16" MIN LONG PARKING STRIPE OR CURB, WHERE OCCURS

PARKING ONLY

1'-10" MIN

36" x 36" INTERNATIONAL SYMBOL OF ACCESSIBILITY. CL OF NO ISA 6" MAX FROM CL OF STALL, SIDES OF ISA PARKING PARALLEL TO STALL AND LOWER SIDE 9'-0" MIN 9'-0" MIN 9'-0" MIN ALIGNED WITH END OF PARKING SPACE VAN ACCESSIBLE REGULAR LENGTH. TYP FOR ALL PARKING STALL ACCESSIBLE PARKING PARKING STALL 16 NOTE: AS501 • 2% MAX SLOPE IN ANY DIRECTION FOR ACCESSIBLE STALLS AND ACCESS AISLES. • VAN ACCESSIBLE STALL MAY BE 12'-0" IN WIDTH IF ADJACENT ACCESS AISLE ON PASSENGER SIDE IS 5'-0" IN WIDTH.

2'-6"

WHITE TEXT

PARKING ONLY

ACCESSIBLE VAN ACCESSIBLE FREE STANDING FREE STANDING

ACCESSIBLE FLARED CURB RAMP

3" = 1'-0"

COUNTERSLOPE 1:20 MAX FOR 24" OUT FROM THE CURB RAMP

4" WHITE LINE

DATE 01/04/2019 05/17/2019

CONFIRM INFORMATION PRIOR TO FABRICATION AND INSTALLATION

7" MIN

4" BLUE LINE BORDER

60" MIN AT PLANTERS

GRADE BREAKS ARE NOT PERMITTED ON THE SURFACE OF RAMP RUNS OR TURNING SPACES / LANDINGS. TRANSITIONS TO ADJACENT SURFACES MUST BE LEVEL

80" MIN AT ACCESSIBLE ROUTE

APPLY BAND OF TRUNCATED DOMES FULL WIDTH OF RAMP, SEE DETAIL. 2" MAX GAP ALLOWED BETWEEN EDGE OF TRUNCATED DOMES AND RAMP

2'-9" MIN

0.90" NOTES: 1. THE MATERIAL USED TO PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. 2. DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C. 3. DETECTABLE WARNING SURFACES SHALL PROVIDE A 70% MIN VISUAL CONTRAST WITH ADJACENT WALKING SURFACES. IF VISUAL CONTRAST IS NOT AVAILABLE SEE 11B-705.1.1.3.2 4. WHERE INSTALLED IN A RADIAL PATTERN, DOMES SHALL HAVE A CENTER TO CENTER SPACING OF 1.6-2.4 INCHES. 5. DETECTABLE WARNING SURFACES MUST DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.

FRONT EDGE OF SIDEWALK

1:20 MAX

FACE OF CURB

MARK

TO BE DISPLAYED:

60" MIN

0.45-0.47"

-0 3'

10" MIN

18'-0" MIN

6" CLR

1:10 MAX AT CURB

4'-0" CONCRETE WHEELSTOP, TYP SEE DETAIL 8 AS501

ISSUED

60" MIN AT PLANTERS

1:12 MAX 3'-0"

0.65" MIN

1:10 MAX AT CURB

2'-0" MIN UNOBSTRUCTED AREA

MIN

19 AS501

1'-6"

ACCESSIBLE PARKING SIGN, FOR VAN SIGN, SEE DETAIL B

ACCESSIBLE PARKING SIGN, FOR STANDARD STALL SIGN, SEE DETAIL A 19 AS501

80" MIN CLR

BACK EDGE OF SIDEWALK

2% MAX

2.3" -2.4"

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

CONCRETE SIDEWALK

SECTION VIEW

4'-0" CLR

0.20" HT

IN DIRECTION OF TRAVEL

3'-0" MIN

MIN

EXTENT OF STALL, SEE SITE PLAN FOR ADDITIONAL INFORMATION

12" MIN

4'-0"

NOT TO EXCEED 2% SLOPE IN ANY DIRECTION

NOTES: 1. SIGNS SHALL HAVE A MINIMUM AREA OF 70 SQ INCHES 2. SIGNAGE TO BE INSTALLED CENTERED AT INTERIOR END OF EACH PARKING SPACE 3. GALV/ THEFT PROOF BRACKETS, STL BOLTS, NUTS & WASHERS THROUGH SIGN AND POST 4. SIGN PANEL OF 0.08" MIN ALUM SHEET, ENAMEL PAINTED AFTER SMOOTHING WITH WHITE LETTERS, NUMBERS AND BORDER STRIPE 5. CHARACTERS TO BE WHITE ON A BLUE BACKGROUND 6. ALL SIGNS TO HAVE 1/2" RADIUS AT THE CORNERS 7. LETTERS SHALL BE 1" MINIMUM IN HEIGHT 1'-5" MIN 1'-0"

CENTERLINE OF ISA & STALL, 6" MAX OFFSET ALLOWED

PARALLEL CURB RAMP

1/8" = 1'-0" Q1

ACCESSIBLE PARKING SYMBOL

1" = 1'-0" Q1

TYP SIGN POLE & BASE FOR EXT MOUNTED SIGNS

SHEET

AS501

1/2" = 1'-0" Q1

GENERAL NOTES 1"

LOCATE DOOR JAMBS 4" AWAY FROM ADJACENT WALL UNLESS OTHERWISE DIMENSIONED.

DATE:

KEY NOTED WALL TYPES SHALL EXTEND FROM CORNER TO CORNER, FULL LENGTH OF WALL UNLESS OTHERWISE NOTED.

FOR SYMBOLS LEGEND SEE SHEET G-001.

SEE SHEET A-131 FOR FINISH FLOOR PLAN AND A-641 FOR FINISH SCHEDULE.

SEE SHEET A-561 FOR CASEWORK DETAILS.

SEE SHEET A-151 FOR SIGNAGE PLANS.

SEE SHEET A-221 AND A-222 FOR INTERIOR ELEVATIONS.

✔

FLS

ACS

✔

07/03/2019

10. SEE SHEET A-411 FOR RESTROOM PLANS AND ELEVATIONS.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

11. FOR BLOCKING REQUIREMENTS SEE TYPICAL FRAMING DETAILS FOR REQUIRED CONSTRUCTION.

12. UNLESS OTHERWISE NOTED ALL INTERIOR FLOOR DRAINS ARE SET 3/4" BELOW TOP OF FLOOR SLAB.

CONSULTANT

13. SEE SHEET A-621 FOR DOOR AND WINDOW TYPES. 14. FOR ASSISTIVE LISTENING SYSTEM, INCLUDING NUMBER OF REQUIRED DEVICES, SEE ELEC TELECOM SHEETS. RECEIVERS MUST BE READILY AVAILABLE

FLOOR PLAN LEGEND

A-311

121'-1 1/4" 20'-6 5/8"

19'-8 3/8"

1 A-221

20'-3 5/8"

19'-8 3/8"

20'-6 5/8"

5'-6"

4'-6"

150B

CANOPY

3'-6 1/8"

8" 1'-4"

1'-4"

4'-8 7/8"

4'-7 5/8" 7'-9 1/4"

FIRE EXTINGUISHER IN CABINET PER SPECIFICATIONS

107

106

105

0W6A

FACULTY OFFICE

117

116

115

114

113

112

111

110

109

5'-3 5/8"

10'-0"

5'-0"

12'-8"

3'-0"

11 5/8"

A-311

5'-0"

8'-10"

10'-0"

12'-8"

FACULTY HALLWAY 150

5'-3 5/8"

8'-10"

4'-8 3/8"

3'-0"

11 5/8"

10'-0"

12'-8"

8'-10"

8'-10" 5'-0"

3'-0"

8" 8"

4 3/8"

9'-1 7/8"

10'-5 3/4"

770 DIAMOND AVE RED BLUFF, CA 96080

10'-0"

150A

5'-6 5/8"

3'-0"

76'-2 5/8"

10'-6 3/4" 9'-6 3/4"

3'-4 1/4" 6'-2 1/2"

MARK 1 A-313

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

B.6

1 A-312

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

E 12'-8"

ISSUED

0W6A 5'-0"

TEHAMA CENTER STUDENT SERVICES

C.4

109

FACULTY OFFICE

110

FACULTY OFFICE

8'-10"

17'-2"

0W6A

FACULTY OFFICE

8'-10"

18 A-522

A-314

18'-2"

108

0W6A

EN . 08 - 3 1 - 1 O F OF CAL I

7'-5 1/2"

118

0W6A

5'-10 7/8"

11 3/4"

FACULTY OFFICE

9'-10 3/8"

17 A-522

102 106

STUDENT SERVICES

0W6A

R E

PROJECT

17'-1"

100A

0W6A

PLAN NORTH & TRUE NORTH INDICATOR

101B

0W6A

0W12A 0W8A

FACULTY OFFICE

0W6A

6'-3"

FACULTY OFFICE

3'-0" 4 3/8"

11'-10 3/4"

STUDENT SERVICES

0W6A

PH 2'-4 7/8"

100B 9'-9 1/4"

FACULTY OFFICE

HALLWAY

9'-11 1/8"

8'-0"

STUDENT SERVICES

0W6A

PLAN NORTH

8'-5 1/4"

10'-0 5/8"

0W8A

4'-2 3/4"

111

124B

4'-2"

0W6A

104

RESTROOM

0W6A

116

0W6A

122

117

119

0W6A

1'-4"

123

VET OFFICE

122B

124

13'-5 3/4"

A-312

122A

123B

CONFERENCE

VET CENTER

CUSTODIAL

STORAGE

103

3'-6 1/8"

121 120

0W6A

19'-8 3/8"

0W6A

C23603

DOOR OPENING IDENTIFIER

112

IDF

1 A-411

8'-0 1/4" 5 1/2"3'-8"

115

11'-6"

0W10A 0W8A

3'-2 3/4"

120

0W6A

2 A-411

ADMIN OFFICE

107

0W6A 5'-10 7/8"

WORK CENTER

119

ALIGN

HALLWAY

4'-8 1/4"

1'-10"

0W6A

5'-6"

0W8A 4'-8"

121

124A

123A

0W8A

19'-8 3/8"

D A RCH SE I E N A N McM TE H U T A

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

STUDENT SERVICES 0W8A

7'-1 1/4"

131

0W6A

108

129

0W8A

113

127

SIGNAGE INDICATOR

SEAL

CLIENT

100

5'-6 1/4"

125

LOBBY

0W6A

101

ALIGN 3'-4 1/4"

COUNSELOR

151

CLASSROOM/LOBBY OVERFLOW

114

COUNSELOR

3'-4 1/4" 5'-10 7/8"

COUNSELOR

0W6A

101A

131

127

125 151

102

0W6A

COUNSELOR DS

ADMIN OFFICE

104

0W6A

HALLWAY

FURNITURE, FIXTURE & EQUIPMENT INDICATOR

105

9'-5 5/8"

118

100D

10'-2 3/4"

3'-6 5/8"

103

10'-2 3/4"

3/4" 88 3/4"

0W12A 0W8A

0W8A 0W10A

6'-1 1/2"

7'-3"

129

3'-0 7/8"

0W6A

A-313

1'-4"

11'-3"

132

0W10A 0W8A

FIRE RISER

4 TYP. A-512

CANOPY 5/8" 2'-32'-3 5/8"

132

COUNSELOR

130 130

COUNSELOR

128 126

COUNSELOR

126

10'-11 1/2"

0W6A

CAMPUS SAFETY

2'-3 5/8"

ALIGN

0W6A

4'-8 7/8"

128

10'-11 1/2"

0W6A

8" 8"

8" 7'-9 1/4"

5'-0 1/2" 4'-11 1/2"

C 5'-6"

1'-1 1/4"

A-314

ENTRY TOWER

234

CT Y R RT

KEYNOTE INDICATOR

1 A-222

1'-4"

WINDOW OR LOUVER IDENTIFIER

101A

A-311

PARTITION TYPE INDICATOR

LI J ON C

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

INC:

REVIEWED FOR

SEE ARCH WALL SECTIONS AND STRUCTURAL PLANS FOR EXTERIOR WALL CONSTRUCTION. WALL CONSTRUCTION SHALL COMPLY W/ CBC TABLE 601.

1S4A

DS AGENCY 1'-2 5/8"

2 A-311

KEY PLAN

FLOOR PLAN SCALE 1/8" = 1'-0"

PLAN NORTH

TITLE

FLOOR PLAN

PLAN NORTH

5/15/2019 3:48:02 PM

APP. 02-117123

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ARCHITECTURAL DIMENSIONS ARE TO FACE OF STUDS OR CENTERLINE OF COLUMN GRIDS UNLESS OTHERWISE NOTED.

SHEET

A-111

017294 ?00.00.00? LIONAKIS 2017

GENERAL NOTES

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

SHEET MEMBRANE WATERPROOFING TYP AT ALL BUILDING ROOFS. LOCATIONS SHOWN NOT LIMITED TO EDGE OF ROOF, RIDGES, RAKES, EAVES, VALLEYS, & ANY ROOF PENETRATIONS.

PROVIDE ROOFING FELT PAPER TYP FOR FULL ROOF COVERAGE AT ALL SHINGLE ROOFING.

ATTIC VENTILATION PROVIDED AT 1/300 PER 1203.2 EXCEPTION.

ATTIC VENTILATION CALCULATIONS SHOWN AS FOLLOWS: A. LOWER ROOF: A-112 B. UPPER ROOF: A-141

APP. 02-117123

REVIEWED FOR SS

✔

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

INC:

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

LEGEND SINGLE PLY ROOF ASSEMBLY PER SPECIFICATIONS UL CLASS A

SEAL D A RCH SE I E N A N McM TE H U T A

C23603

121'-1 1/4" 20'-3 5/8"

15 18 A-542 A-542

18 A-542

4'-0"

TYP

19'-8 3/8"

18 A-512

20'-6 5/8"

GUTTER, TYP

14 A-542

4'-0"

REV

2'-0"2'-0"

2'-8 3/4"2'-8 3/4"

3'-0"

16'-0"

OPEN TO BELOW

A-313

TYP

76'-2 5/8"

11 A-541

10'-6 3/4"

OPEN TO BELOW

1'-2 3/4"

OPEN TO BELOW

15 A-514

ISSUED

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

C 1

OPEN TO BELOW

16'-0"

1'-2 3/4"

5 A-514

MARK

9'-6 3/4"

OPEN TO BELOW

16'-0"

LOCATION OF VENTED SOFFIT BOARD, 12" PANEL WIDTH PROVIDING 5 SQ.IN. NET FREE AREA PER LINEAL FOOT

770 DIAMOND AVE RED BLUFF, CA 96080

1'-2 3/4"

OPEN TO BELOW

13 A-511

A-314

C.4 TOP OF GYP. BD.SHELF

LOCATION OF EAVE SOFFIT TRIM, FCP-PCS375V300 BY FRY REGLET OR APPROVED EQUIVALENT, 5.00 SQ.IN. NET FREE ARE PER LINEAL FOOT.

ROOF ACCESS VIA LOUVERED DOOR. REFER TO ELEVATION

TEHAMA CENTER STUDENT SERVICES

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT 17'-1"

A-314

EN . 08 - 3 1 - 1 O F OF CAL I

CLIENT

H 3" / 12"

1/2" / 12"

3" / 12"

7'-9 1/4"

1/4" / 12"

R E

PROJECT

ROOF DRAIN AND OVERFLOW DRAIN, CONNECT TO CIVIL BELOW GRADE, SEE CIVIL DRAWINGS AND DETAIL SHEET

4'-7 5/8"

3'-0"

13 A-514 1/4" / 12"

SLOPE TO DRAIN

9 A-512

5 A-514

J 3'-0"

20'-3 5/8"

19'-8 3/8"

SHINGLE ROOFING PER SPECIFICATIONS UL CLASS A

20'-6 5/8"

CT Y R RT

LI J ON C

CRICKET PER DETAILS AND SPECIFICATIONS

A-311

OPEN TO BELOW

A-313

B.6 1'-3 1/4"

1'-8 3/4"

2'-8 3/4"

1'-8"

G 19 A-541

3 A-514

SIM 1

18'-2"

A-312 MANAGEMENT

3" / 12"

A-312

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

4 A-514

8'-5 1/4"

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

AGENCY

TYP EXTERIOR WALL OF BUILDING BELOW

5 A-514 1

A-311

KEY PLAN PLAN NORTH

CLERESTORY / LOWER ROOF PLAN SCALE 1/8" = 1'-0"

TITLE

CLERESTORY / LOWER ROOF PLAN

SHEET

5/15/2019 3:48:03 PM

017294 ?00.00.00? LIONAKIS 2017

A-112

GENERAL NOTES 1"

0 1/4" 1/2"

2. 3.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ALL CEILING GRID LAYOUTS FROM THE CENTER OF THE ROOM, FULL TILE FROM ROOM CORNER, UNLESS NOTED OTHERWISE.

APP. 02-117123

REVIEWED FOR

FOR FINISHES, SEE FINISH SCHEDULE SHEET A-641. SS

FOR SMOKE DETECTOR LOCATIONS, SEE ELECTRICAL DWGS.

✔

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

CEILING PLAN LEGEND

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

D 8'-0"

INC:

CEILING HEIGHT ELEVATION

CONSULTANT

CL2 - 2' x 2' SUSPENDED ACOUSTICAL CEILING, SEE

1 A-551

GYPSUM BOARD CEILING, SEE FINISH LEGEND AND SCHEDULE ON SHEET A-641.

FIBER CEMENT TEXTURED SOFFIT

90 FT 450 SQ.IN.

SEAL

CEILING ACCESS PANEL: AT GYP. BD. CLG.

19'-8 3/8"

20'-6 5/8"

UNDERSIDE OF HIGH ROOF

TYP.

COUNSELOR

126

128

130

132

101

10'-0"

11'-0"

CLASSROOM/LOBBY OVERFLOW

COUNSELOR COUNSELOR

13 13 A-511 A-511 SIM. SIM.

3" / 12"

13 A-511

CAMPUS SAFETY

LF OF LOWER VENT: PROVIDED VENT AREA:

40 FT 200 SQ.IN.

LF OF UPPER VENT: PROVIDED UPPER VENT AREA: TOTAL PROVIDED VENT AREA:

40 FT 200 SQ.IN. 400 SQ.IN.

4'-7 5/8"

40 FT 200 SQ.IN. 400 SQ.IN.

20'-3 5/8"

10'-0"

AT FIBER CEMENT CLG.

LOCATION OF EAVE SOFFIT TRIM, FCP-PCS375V300 BY FRY REGLET OR APPROVED EQUIVALENT, 5.00 SQ.IN. NET FREE ARE PER LINEAL FOOT.

13 A-511

LOCATION OF VENTED SOFFIT BOARD, 12" PANEL WIDTH PROVIDING 5 SQ.IN. NET FREE AREA PER LINEAL FOOT

5 A-514

COUNSELOR 129

LOBBY

ADMIN OFFICE

TEHAMA CENTER STUDENT SERVICES

CLIENT

100

102

12'-0"

11'-0"

1 A-314

10'-0"

100D

11'-0"

127

13 A-551

IDF

UNDERSIDE OF HIGH ROOF

HALLWAY

BOTTOM OF SOFFIT

9'-0"

BOTTOM OF SOFFIT

12'-0"

100B

103 10'-0"

11'-0"

STORAGE

CUSTODIAL

RESTROOM

120

119

118

10'-0"

UNDERSIDE OF HIGH ROOF

105

B.6

STUDENT SERVICES

121 10'-0"

FACULTY OFFICE

11'-0"

1 A-313

11'-0"

STUDENT SERVICES

106

STUDENT SERVICES

A-312

107

A-312

STUDENT SERVICES

TYP. METAL CANOPY CENTER ABOVE WINDOW OPENING

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

108

17 A-514

150

8'-5 1/4"

3" / 12"

FACULTY HALLWAY

AGENCY

CANOPY A SOFFIT AREA: REQ'D. VENT AREA (1/150):

749 SF 5.00 SF 720 SQ.IN.

LF OF LOWER VENT: PROVIDED VENT AREA:

121 FT 605 SQ.IN.

LF OF UPPER VENT: PROVIDED UPPER VENT AREA: TOTAL PROVIDED VENT AREA:

40 FT 200 SQ.IN. 800 SQ.IN.

CONFERENCE

VET CENTER

VET OFFICE

FACULTY OFFICE

124

123

122

117

116

115

114

10'-0"

FACULTY FACULTY OFFICE OFFICE

FACULTY OFFICE

113

112

111

110

109

10'-0"

A-311

KEY PLAN PLAN NORTH

CEILING PLAN SCALE 1/8" = 1'-0"

TITLE

CEILING PLAN

SHEET

5/15/2019 5:09:07 PM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

9'-6 3/4"

10'-0"

WORK CENTER

13 A-551

12'-0"

DATE 01/04/2019 05/17/2019

18'-2"

10'-0"

100C

BOTTOM OF SOFFIT

3" / 12"

HALLWAY

EQ.

151

EQ.

FIRE RISER

13 A-551

3" / 12" 3" / 12"

10'-0"

104

76'-2 5/8"

125

3" / 12"

COUNSELOR

MARK 10'-6 3/4"

11'-0"

12'-0"

ISSUED

C.4

ADMIN OFFICE 3" / 12"

10'-0"

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

PROJECT

HALLWAY

10'-0"

A-313

EN . 08 - 3 1 - 1 O F OF CAL I

17'-1"

10'-0"

15 A-514

R E

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

131

COUNSELOR

770 DIAMOND AVE RED BLUFF, CA 96080

COUNSELOR A-314

C23603

16 A-551

7'-9 1/4"

LF OF UPPER VENT: PROVIDED UPPER VENT AREA: TOTAL PROVIDED VENT AREA:

20'-3 5/8"

3" / 12"

40 FT 200 SQ.IN.

19'-8 3/8"

462 SF 1.54 SF 222 SQ.IN.

LF OF LOWER VENT: PROVIDED VENT AREA:

20'-6 5/8"

SOFFIT AREA: REQ'D. VENT AREA (1/300):

462 SF 1.54 SF 222 SQ.IN.

D A RCH SE I E N A N McM TE H U T A

CT Y R RT

121'-1 1/4"

SOFFIT AREA: REQ'D. VENT AREA (1/300):

15 A-551

LF OF SOFFIT VENT: PROVIDED VENT AREA:

A-311

FIBER CEMENT SMOOTH SOFFIT

457 SF 3.05 SF 439 SQ.IN.

LI J ON C

SOFFIT AREA: REQ'D. VENT AREA (1/150):

A-121

017294 ?00.00.00? LIONAKIS 2017

0 1/4" 1/2"

GENERAL NOTES 1.

REFER TO FINISH LEGEND/FINISH SCHEDULE ON SHEET I-641 FOR FINISH CLARIFICATION.

CHANGE IN INTERIOR FLOOR MATERIAL SHALL OCCUR AT CENTERLINE OF DOOR UNO.

REFER TO SHEET I-511 FOR ALL FLOOR FINISH TRANSITIONS.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

ACS

✔

07/03/2019

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLOOR FINISH LEGEND C1 - CARPET TILE: SHAW, FOCUS 59455, "MEDITATE 54761"

C2 - CARPET TILE: SHAW, BON JOUR II 57032, "TOBACCO 31150"

SF1 - LINOLEUM: FORBO, MARMOLEUM CONCRETE, 3728/372835, "KAOLIN"

D SP5 - SEALED CONCRETE

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

RT1 - VPI, STATMATE STATIC CONTROL TILE, 16, "CLOUD"

A-311

SEAL

C23603 ST

R E

EN . 08 - 3 1 - 1 O F OF CAL I 9

CT Y R RT

LI J ON C

D A RCH SE I E N A N McM TE H U T A

PROJECT

TEHAMA CENTER STUDENT SERVICES

E ENTRY TOWER

770 DIAMOND AVE RED BLUFF, CA 96080

100E

6'-0"

CAMPUS SAFETY

COUNSELOR

A-314

126

128

130

132

7'-0"

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ADMIN OFFICE

102

A-314

CLASSROOM/LOBBY OVERFLOW

HALLWAY 100D

101

LOBBY

COUNSELOR

125

127

129

131

ISSUED

C.4

100

MARK

STUDENT SERVICES

ADMIN OFFICE

103

104

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

FIRE RISER

A-313

HALLWAY

151

100C

6'-0"

HALLWAY WORK CENTER

1 A-313

100B

100A

IDF

B.6 STORAGE

CUSTODIAL

RESTROOM

STUDENT SERVICES

FACULTY OFFICE

120

119

118

108

107

106

105

121

CONFERENCE

VET CENTER

124

123

1 A-312

VET OFFICE

1 A-312

4'-0"

122

FACULTY OFFICE

117

116

115

114

113

112

111

110

109

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

B FACULTY HALLWAY 4'-0"

AGENCY 6'-0"

150

A-311

PLAN NORTH

FINISH FLOOR PLAN SCALE 1/8" = 1'-0"

TITLE

FINISH FLOOR PLAN

SHEET

5/15/2019 3:48:05 PM

017294 ?00.00.00? LIONAKIS 2017

A-131

GENERAL NOTES

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

SHEET MEMBRANE WATERPROOFING TYP AT ALL BUILDING ROOFS. LOCATIONS SHOWN NOT LIMITED TO EDGE OF ROOF, RIDGES, RAKES, EAVES, VALLEYS, & ANY ROOF PENETRATIONS.

PROVIDE ROOFING FELT PAPER TYP FOR FULL ROOF COVERAGE AT ALL SHINGLE ROOFING.

ATTIC VENTILATION PROVIDED AT 1/300 PER 1203.2 EXCEPTION.

ATTIC VENTILATION CALCULATIONS SHOWN AS FOLLOWS: A. LOWER ROOF: A-112 B. UPPER ROOF: A-141

APP. 02-117123

REVIEWED FOR SS

✔

DATE:

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

INC:

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

LEGEND 5

A-311

SINGLE PLY ROOF ASSEMBLY PER SPECIFICATIONS UL CLASS A

LF OF VENTED SOFFIT: PROVIDED VENT AREA:

150 FT 750 SQ.IN.

D A RCH SE I E N A N McM TE H U T A

CRICKET PER DETAILS AND SPECIFICATIONS

C23603 SHINGLE ROOFING PER SPECIFICATIONS UL CLASS A

7 A-514

EAVE SOFFIT AREA: REQ'D. VENT AREA (1/150):

125 SF 0.83 SF 120 SQ.IN.

SLOPE TO DRAIN

LF OF VENTED SOFFIT: PROVIDED VENT AREA:

40 FT 200 F SQ.IN.

ROOF DRAIN AND OVERFLOW DRAIN, CONNECT TO CIVIL BELOW GRADE, SEE CIVIL DRAWINGS AND DETAIL SHEET

3" / 12"

REFER TO CLERESTORY / LOWER ROOF PLAN

CT Y R RT

431 SF 2.87 SF 413 SQ.IN.

TOWER EAVE SOFFIT AREA: REQ'D. VENT AREA (1/150):

SEAL

REFER TO CLERESTORY / LOWER ROOF PLAN

R E

A-211 A-511

A-311

EN . 08 - 3 1 - 1 O F OF CAL I 9

LI J ON C

PROJECT

TEHAMA CENTER STUDENT SERVICES

LOCATION OF EAVE SOFFIT TRIM, FCP-PCS375V300 BY FRY REGLET OR APPROVED EQUIVALENT, 5.00 SQ.IN. NET FREE ARE PER LINEAL FOOT.

13 A-511

LOCATION OF VENTED SOFFIT BOARD, 12" PANEL WIDTH PROVIDING 5 SQ.IN. NET FREE AREA PER LINEAL FOOT

5 A-514

770 DIAMOND AVE RED BLUFF, CA 96080 15 A-514 CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT 1

LF OF VENTED SOFFIT: PROVIDED VENT AREA:

40 FT 200 SQ.IN.

REFER TO CLERESTORY / LOWER ROOF PLAN

MARK 19 A-512 1/2" / 12"

1/2" / 12"

A-211

TYP EXTERIOR WALL OF CLERESTORY BELOW

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

C 1 A-313

3" / 12"

A-313

13 A-512 3

A-211

ISSUED

C.4 3" / 12"

125 SF 0.83 SF 120 SQ.IN.

3" / 12"

EAVE SOFFIT AREA: REQ'D. VENT AREA (1/150):

A-314

6 A-514

3" / 12"

A-314

B.6

B 1

A-312

A-312 MANAGEMENT

REFER TO CLERESTORY / LOWER ROOF PLAN

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

VENTS TYP, SEE MECH

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

AGENCY

TYP EXTERIOR WALL OF BUILDING BELOW

A-311

A-211

A-311

EAVE SOFFIT AREA: REQ'D. VENT AREA (1/150): LF OF VENTED SOFFIT: PROVIDED VENT AREA:

381 SF 2.54 SF 366 SQ.IN. 121 FT 605 SQ.IN.

KEY PLAN PLAN NORTH

UPPER ROOF PLAN SCALE 1/8" = 1'-0"

TITLE

ROOF PLAN

5/15/2019 3:48:07 PM

SHEET

A-141

017294 ?00.00.00? LIONAKIS 2017

GENERAL NOTES

0 1/4" 1/2"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

APP. 02-117123

INC:

REVIEWED FOR SS

PROVIDE ASSISTIVE LISTENING SYSTEM IN ROOMS INDICATED BY SIGN TYPE 8. SEE DETAIL 14 / G-513

✔

DATE:

FLS

ACS

✔

07/03/2019

ALL SIGNAGE MUST BE FIELD INSPECTED, VERIFY AFTER INSTALLATION PER 11B-703.1.1.2.

SIGNAGE LEGEND D

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ROOM NAMES AND NUMBERS SHOWN ON FLOOR PLANS ARE FOR CONSTRUCTION DOCUMENT REFERENCE ONLY. CONTRACTOR TO PROVIDE COMPLETE CHART OF ACTUAL BUILDING ROOM USE SIGNAGE DESIGNATION. ARCHITECT TO FORWARD TO THE DISTRICT FOR REVIEW AND APPROVAL.

FUNCTIONAL ROOM SIGNAGE, SEE DETAIL 7 / G-513

TACTILE EXIT SIGNAGE "EXIT", SEE DETAIL 15 / G-513

TACTILE EXIT SIGNAGE "EXIT ROUTE", SEE DETAIL 15 / G-513

ACCESSIBLE RESTROOM DOOR AND WALL SIGNAGE, SEE DETAIL 19 / G-513 AND 20 / G-513

OCCUPANCY LOAD SIGNAGE, SEE DETAIL 9 / G-513

ELECTRICAL PANEL SIGNAGE LOCATION

FIRE SPRINKLER RISER INSIDE SIGNAGE, SEE DETAIL 13 / G-513

ASSISTIVE LISTENING DEVICE SIGN, SEE DETAIL 14 / G-513

MOUNT SIGN ON GLASS, WHERE POSSIBLE MOUNT SIGNS BACK TO BACK AND MAKE EQUAL SIZE. WHERE NO SECOND SIGN IS PRESENT, PROVIDE A BLANK SIGN TO COVER O/ ADHESIVE

PROVIDE 90 DEGREE LIMITER ON PULL SIDE RIGHT HAND DOOR AT PAIRS OF DOORS, TYP.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

SEAL

CT Y R RT

LI J ON C

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CAL I 9

ASSISTIVE LISTENING SYSTEM (ALS) REQUIRED PER CBC 11B-219 OCCUPANTS = 42 42 X 4% = 1.68 (2 MIN) TOTAL # TO BE PROVIDED: 2 SEE GENERAL NOTES FOR ADDITIONAL INFORMATION

R E

C23603

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT 2

CAMPUS SAFETY

COUNSELOR

126

128

130

132

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ADMIN OFFICE 102 2

5 1

* 2

CLASSROOM/LOBBY OVERFLOW

101

LOBBY

ISSUED

100

COUNSELOR

125

127

129

131

STUDENT SERVICES

ADMIN OFFICE

103

104

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

FIRE RISER

151

* 1

IDF

STORAGE

CUSTODIAL

RESTROOM

STUDENT SERVICES

FACULTY OFFICE

120

119

118

108

107

106

105

121

CONFERENCE

VET CENTER

124

123 1

VET OFFICE 122

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

FACULTY OFFICE

117

116

115

114

113

112

111

110

109

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

* 1

FACULTY OFFICE

* 1

FACULTY HALLWAY 150

AGENCY 2

ASSISTIVE LISTENING SYSTEM (ALS) REQUIRED PER CBC 11B-219 OCCUPANTS = 27 27 X 4% = 1.08 (2 MIN) TOTAL # TO BE PROVIDED: 2 SEE GENERAL NOTES FOR ADDITIONAL INFORMATION

PLAN NORTH

SIGNAGE PLAN SCALE 1/8" = 1'-0"

TITLE

SIGNAGE PLAN

5/15/2019 3:48:09 PM

SHEET

A-151

017294 ?00.00.00? LIONAKIS 2017

0 1/4" 1/2"

GENERAL NOTES

3 3 BUILDING SIGNAGE BUILDING SIGNAGE A-511 A-511

11 A-311 A-311

RF-1

19 19 SCREED TYPTYP SCREED A-511 A-511

RF-1

18 A-511

CP-1

HORIZ REVEAL TYP

SEE DOOR AND FRAME SCHEDULE SHEET A-621 FOR EXTERIOR DOOR FINISHES.

SEE WINDOW SCHEDULE SHEET A-621 FOR WINDOW FRAME FINISHES.

ALL EXTERIOR PMF DOORS AND FRAMES TO BE PAINTED UNO.

ADD DOUBLE BUILDING PAPER AND TAPE AT ALL EXTERIOR WINDOWS, DOORS, AND OTHER OPENINGS, SEE SHEETS A-541 & A-542.

DATE:

ALL ALUMINUM DOOR AND WINDOW FRAMES TO BE CLEAR ANODIZED

ALL EXTERIOR EXPOSED STEEL TO BE GALVANIZED FINSH, INCLUDING BUT NOT LIMITED TO HANDRAILS, GUARDRAILS, AND STAIRS U.O.N.

UNLESS NOTED OTHERWISE, PROVIDE VERTICAL CONTROL JOINTS IN CEMENT PLASTER SYSTEM AT WINDOW AND DOOR OPENING CORNERS, TYP

FOR TYPICAL FIBER CEMENT SIDING PANEL INSTALLATION, SEE SHEET A-511

FOR EXTERIOR WALL PENETRATIONS, SEE SHEET A-512.

APP. 02-117123

INC:

REVIEWED FOR ✔

FLS

ACS

✔

07/03/2019

RF-1 10. ALL EXPOSED PIPE PENETRATIONS THROUGH ROOF, PAINT COLOR P8 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

11. CEMENT COLOR ABOVE IS INTEGRAL BASED ON OMEGA AKROFLEX FINE. CLERESTORY SILL 119'-0"

12. ROOFING COLOR BASED ON MANUFACTURER'S COLORS.

RF-2

EXTERIOR FINISH SCHEDULE MAT #

LEVEL 1 100'-0"

CP-1 CP-1 2 A-311

FCP-1 CP-1

1 A-511

11 A-311 A-311

AS-1

4 A-512

17 A-511

FCS-1

9 A-511

NORTH EXTERIOR ELEVATION SCALE 1/8" = 1'-0"

FIBER CEMENT SIDING PANEL BASIS OF DESIGN: PER SPECIFICATIONS MATCH EXISTING CAMPUS FOR COLOR AND FINISH METAL LOUVERS BASIS OF DESIGN: PER SPECIFICATIONS MATCH EXISTING CAMPUS FOR COLOR AND FINISH

AS-1

ALUMINUM STOREFRONT BASIS OF DESIGN: PER SPECIFICATIONS MATCH EXISTING CAMPUS FOR COLOR AND FINISH

GL-1

WINDOW GLAZING BASIS OF DESIGN: PER SPECIFICATIONS MATCH EXISTING CAMPUS FOR COLOR

GL-2

WINDOW GLAZING BASIS OF DESIGN: PER SPECIFICATIONS MATCH EXISTING CAMPUS FOR COLOR SINGLE PLY ROOFING BASIS OF DESIGN: PER SPECIFICATIONS

C23603

SHINGLE ROOFING BASIS OF DESIGN: PER SPECIFICATIONS MATCH EXISTING CAMPUS FOR COLOR AND PATTERN

A-311

CP-1

R E

EXTERIOR DOWNSPOUT BASIS OF DESIGN: PAINT TO MATCH EXISTING CAMPUS FOR COLOR AND FINISH

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

RF-1

DS-1

D A RCH SE I E N A N McM TE H U T A

RF-2

SEAL

CT Y R RT

RF-1

CEMENT PLASTER BASIS OF DESIGN: PER SPECIFICATIONS MATCH EXISTING CAMPUS FOR COLOR AND FINISH

ML-1

GL-2 GL-1

CP-1

TYP TYP

FCP-1

DESCRIPTION

CP-1

FCP-1

TOP PLATE 112'-0"

CP-1

CONSULTANT

LI J ON C

RF-2

3'-0" 3'-0"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

2 A-311

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

TEHAMA CENTER STUDENT SERVICES

2 A-311

AS-1

RF-1

GL-1

770 DIAMOND AVE RED BLUFF, CA 96080

CP-1

CLERESTORY SILL 119'-0"

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

RF-2

TOP PLATE 112'-0"

CP-1 ISSUED

MARK LEVEL 1 100'-0"

CP-1 2 A-511

FCP-1

A-311

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SOUTH EXTERIOR ELEVATION SCALE 1/8" = 1'-0"

MANAGEMENT

1 A-314

1 A-313

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

1 A-312

14 A-512

AGENCY

5 A-511

RF-1

14 A-512

CP-1

EXT LIGHT FIXTURE, SEE ELEC

METAL CANOPY CENTER ABOVE WINDOW OPENING

DS-1 FCP-1 FCP-1

DS-1

FCP-1

2 A-511

11 A-511

1 A-312

1 A-313

EAST EXTERIOR ELEVATION SCALE 1/8" = 1'-0"

SCREED REVEAL

5'-6"

1 A-211

TOP PLATE 112'-0"

FCP-1 CP-1

DS-1

LEVEL 1 100'-0"

KEY PLAN RF-2

2'-10"

2 A-511

DS-1 DS-1

DS-1

17 A-514

7'-2"

CP-1

SCREED REVEAL

TOP PLATE 112'-0"

FCP-1

SCREED TYP TYP HORIZ REVEAL

CLERESTORY SILL 119'-0"

RF-2

19 18 A-511

CP-1

SCREED REVEAL

13 A-511

CLERESTORY SILL 119'-0"

5'-6"

CP-1

RF-2

3 5/15/2019 3:48:13 PM

1 A-313

10'-0"

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

1 A-312

LEVEL 1 100'-0"

GL-1 GL-1

GL-1

GL-2

AS-1 AS-1

AS-1

1 A-314

EXT LIGHT FIXTURE, SEE ELEC

1 A-314

WEST EXTERIOR ELEVATION SCALE 1/8" = 1'-0"

1 A-313

DS-1

GL-1

CP-1

AS-1

4 A-211

3 A-211

TITLE

ELEVATIONS EXTERIOR

1 A-312

2 A-211

PLAN NORTH

SHEET

A-211

017294 ?00.00.00? LIONAKIS 2017

GENERAL NOTES 1

A-311

0 1/4" 1/2"

---

3'-4" 2'-5 1/4" 3'-6"

CONTRACTOR TO PROVIDE BACKING AS REQUIRED, SEE 18 / A-521 FOR TYPICAL BACKING DETAILS

SEE FINISH SCHEDULE AND LEGEND FOR CASEWORK TYPES

SEE SHEET A-561 FOR TYPICAL CASEWORK ANCHORAGE

ALL CASEWORK SHELVING SHALL BE ADJUSTABLE, UNO

PROVIDE LOCKS ON ALL CASEWORK

WHERE WI NUMBERS ARE INDICATED CONTRACTOR SHALL REFER TO CUSTOM FABRICATED CASEWORK DESCRIBED IN DRAWINGS AND SPECIFICATIONS

FOR TYPICAL MARKERBOARD MOUNTING HEIGHT SEE 14 / A-522

FOR ACCESSIBLE MOUNTING HEIGHTS, SEE SHEET G-511

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

EXIT

INC:

REVIEWED FOR SS

✔

DATE:

PLASTER

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ENTRY TOWER

REFER TO FINISH LEGEND AND SCHEDULE ON SHEET A-641 FOR ADDITIONAL INFORMATION

SIDING

2'-5 1/4"

4'-4 5/8"

2'-5 1/4" 2'-6" 4'-6 4'-91/2" 7/8" 4'-4

2'-1 5/8"

2'-6" 2'-5 1/4"

2'-5 1/4"

4'-4 5/8"

4'-67/8" 1/2" 4'-9 4'-4

3'-4" 2'-5 1/4" 3'-6"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

4 A-512

3'-6" 3'-4" 2'-5 1/4"

3'-4" 2'-5 3'-6" 1/4"

NORTH

CONSULTANT

1 100N

A-314

100W

A-221

A-314 100E

LIGHT FIXTURE, SEE ELEC TYP 100S

OPEN TO BEYOND

LOBBY

SEAL

100

C.4

CT Y R RT

LI J ON C

D A RCH SE I E N A N McM TE H U T A

EN . 08 - 3 1 - 1 O F OF CAL I

2'-6"

R E

C23603 OPEN TO BEYOND

100.

PROJECT 3'-10 1/2"

C A-221 11'-9 1/4"

3'-0"

11'-9 1/4"

TEHAMA CENTER STUDENT SERVICES

SOUTH

770 DIAMOND AVE RED BLUFF, CA 96080

2'-9 1/4"

C 1

100A

A-313

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

A-221

WORK CENTER 100A

B.6 1 A-311

MARK

ENLARGED PLAN - LOBBY

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SCALE 1/4" = 1'-0"

2'-10"

ISSUED

PLAN NORTH

2'-0"

3'-6"

2'-0"

4'-0"

3'-7 3/4"

4'-0"

2'-0"

3'-6"

2'-0"

WI 101

OPEN

WI 101

WI 102

OPEN

WI 102

WI 101

OPEN

WI 101

16 G-511

16 A-561

16 G-511

EAST MANAGEMENT

LOWER CABINETS ONLY

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

100. LOBBY DESK CASEWORK ELEVATION

AGENCY

LIGHT FIXTURE, SEE ELEC TYP

OPEN TO BEYOND

2'-0"

WI 301 WI 301 WI 301 WI 301 WI 301

1'-8"

OPEN TO BEYOND

TITLE

ELEVATIONS - INTERIOR BASE PER SCHEDULE

2'-0"

3'-0"

4'-0"

2'-6 1/4"

4'-0"

3'-0"

2'-0"

WI 101

OPEN

WI 102

OPEN

WI 102

OPEN

WI 101

16 G-511

5/15/2019 3:48:15 PM

2'-0"

2'-6"

WI 301 WI 301 WI 301 WI 301 WI 301

2'-0"

2'-10"

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

SCALE 1/4" = 1'-0"

017294 ?00.00.00? LIONAKIS 2017

100A WORKSTATION ELEVATION SCALE 1/4" = 1'-0"

16 G-511

16 A-561

WEST

16 G-511

100

LOBBY ELEVATIONS SCALE 1/4" = 1'-0"

SHEET

A-221

0 1/4" 1/2"

GENERAL NOTES

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

A-311

REFER TO FINISH LEGEND AND SCHEDULE ON SHEET A-641 FOR ADDITIONAL INFORMATION

CONTRACTOR TO PROVIDE BACKING AS REQUIRED, SEE 18 / A-521 FOR TYPICAL BACKING DETAILS

SEE FINISH SCHEDULE AND LEGEND FOR CASEWORK TYPES

SEE SHEET A-561 FOR TYPICAL CASEWORK ANCHORAGE

ALL CASEWORK SHELVING SHALL BE ADJUSTABLE, UNO

PROVIDE LOCKS ON ALL CASEWORK

WHERE WI NUMBERS ARE INDICATED CONTRACTOR SHALL REFER TO CUSTOM FABRICATED CASEWORK DESCRIBED IN DRAWINGS AND SPECIFICATIONS

FOR TYPICAL MARKERBOARD MOUNTING HEIGHT SEE 14 / A-522

FOR ACCESSIBLE MOUNTING HEIGHTS, SEE SHEET G-511

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

ACS

✔

07/03/2019

D 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

BASE PER SCHEDULE

NORTH

SOUTH

101 N

CONSULTANT

1 101W

A-314

A-222

101E

A-314

101S

CLASSROOM/LOBBY OVERFLOW LIGHT FIXTURE, SEE ELEC, TYP

101

SOFFIT

C.4

SEAL

CT Y R RT

LI J ON C

D A RCH SE I E N A N McM TE H U T A

R E

EN . 08 - 3 1 - 1 O F OF CAL I 9

C23603

PROJECT

TEHAMA CENTER STUDENT SERVICES

A-311

EAST PLAN NORTH

ENLARGED PLAN - CLASSROOM

770 DIAMOND AVE RED BLUFF, CA 96080

CLASSROOM/LOBBY OVERFLOW - ELEVATIONS

101

SCALE 1/4" = 1'-0"

WEST

SCALE 1/4" = 1'-0" CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK 1

A-312

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SOFFIT 13 A-522

TYP TACKABLE WALL PANEL

9'-6"

TACKABLE WALL PANEL

MANAGEMENT

EAST

SOUTH

BASE PER SCHEDULE

WEST

NORTH

EAST

SOUTH

WEST

BASE PER SCHEDULE

109

TYP FACULTY OFFICE 1

A-312

108

SCALE 1/4" = 1'-0"

STUDENT SERVICES (ROOMS 103, 106, & 107 SIM) SCALE 1/4" = 1'-0"

TACKABLE WALL PANEL

9'-6"

TACKABLE WALL PANEL

TITLE EQ

NORTH

125

EAST

SOUTH

WEST

COUNSELOR OFFICE (ROOMS 127, 129, & 131 SIM) SCALE 1/4" = 1'-0"

3'-4"

BASE PER SCHEDULE

NORTH

132

EAST

BASE PER SCHEDULE

SOUTH

ELEVATIONS - INTERIOR

WEST

COUNSELOR OFFICE (ROOMS 126, 128, &130 SIM) SCALE 1/4" = 1'-0" SHEET

5/15/2019 3:48:19 PM

017294 ?00.00.00? LIONAKIS 2017

AGENCY

9'-6"

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

NORTH

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

A-222

GENERAL NOTES 1"

0 1/4" 1/2"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

A-314

A-313

C.4

A-312

8 A-514

B.6

10 A-511

UNO FIRE SPRINKLER MAIN AND BRANCH LINES ARE TO BE CONCEALED; RUN UNDER BOTTOM CHORD OF TJI AND ABOVE SUSPENDED CEILING (RUN IN PLENUM) AND/OR WALL CAVITY BETWEEN FRAMING, UON. SPRINKLER MAIN AND BRANCH LINES SHALL NOT BE EXPOSED IN CLASSROOMS, ADMINISTRATION AREAS, OFFICES, RESTROOMS, OR OCCUPIED SPACES UNO. PROVIDE DRAWINGS AS REQUIRED PER SPECS (FIRE PROTECTION SECTION), TYP FOR ALL BUILDINGS.

✔

DATE:

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

14 A-514

SIM

INC:

REVIEWED FOR

6 A-514 3 A-514

APP. 02-117123

FOR CEILING HEIGHTS, SEE CEILING PLANS.

8 A-514

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

BUILDING SECTIONS INTENDED TO INDICATE MAJOR BUILDING SYSTEMS. SEE FLOOR PLAN AND INTERIOR ELEVATIONS FOR INDIVIDUAL ROOM ELEMENTS AND ACCESSORIES.

CONSULTANT

CLERESTORY TOP PLATE 123'-0"

MECH UNIT 3 A-514

MECH UNIT

SIM CLERESTORY SILL 119'-0"

13 10 A-514 A-511 13 A-551

8 A-521

13 A-511

TOP PLATE 112'-0"

LIGHT FIXTURES, SEE ELEC

SEAL

116

150

LI J ON C

C23603

6'-0"

11 A-521

16 A-541

TEHAMA CENTER STUDENT SERVICES

16 A-512

SIM

16 A-521

TYP

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

LEVEL 1 100'-0"

R E

FACULTY HALLWAY

FACULTY OFFICE

120

STORAGE

100A

WORK CENTER

100

D A RCH SE I E N A N McM TE H U T A

45°

LOBBY

9 TYPA-512 TYP

CT Y R RT

9 A-512

770 DIAMOND AVE RED BLUFF, CA 96080

10 A-521

A-314

A-313

A-312 CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

SECTION THROUGH LOBBY SCALE 1/4" = 1'-0"

ISSUED

MARK

A-314

A-313

A-312

C.4

B.6

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

14 A-514

6 A-514

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

AGENCY

3 SIM A-514 8 A-521

15 A-514

5 A-514

KEY PLAN

13 A-551 TOP PLATE 112'-0"

1 A-311

LIGHT FIXTURES, SEE ELEC

159

101

HALLWAY 100B

STUDENT SERVICES 108

FACULTY OFFICE

FACULTY HALLWAY

112

150

6'-0"

CANOPY

CLASSROOM/LOBBY OVERFLOW

2 A-311

9 A-512

TITLE

SECTIONS - BUILDING

LEVEL 1 100'-0"

16 A-512

SIM

5/15/2019 3:48:20 PM

CLERESTORY SILL 119'-0"

45°

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

CLERESTORY TOP PLATE 123'-0"

SECTION THROUGH CLASSROOM SCALE 1/4" = 1'-0"

16 A-521

TYP

10 A-521

A-314

A-313

A-312

1 A-311

2 A-311 PLAN NORTH

SHEET

A-311

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

A-311

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

13 A-512 CLERESTORY TOP PLATE 123'-0"

8 A-521

CLERESTORY SILL 119'-0" 2 A-514

TYP

SEAL D A RCH SE I E N A N McM TE H U T A

CT Y R RT

EXTERIOR LIGHTING PER ELECTRICAL

CONFERENCE 124 12 A-511

VET CENTER

VET OFFICE

FACULTY OFFICE

123

122

117

116

115

114

113

112

111

110

109

R E

EN . 08 - 3 1 - 1 O F OF CAL I 9

19 A-514

C23603

TOP PLATE 112'-0"

LI J ON C

2 A-514

PROJECT

12 A-511

TEHAMA CENTER STUDENT SERVICES

12 A-511 LEVEL 1 100'-0"

770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

12 A-521

AT SHEAR WALL

10 A-521

A-311

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

TYP

EAST WEST SECTION

ISSUED

SCALE 1/4" = 1'-0"

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

GENERAL NOTES

BUILDING SECTIONS INTENDED TO INDICATE MAJOR BUILDING SYSTEMS. SEE FLOOR PLAN AND INTERIOR ELEVATIONS FOR INDIVIDUAL ROOM ELEMENTS AND ACCESSORIES.

FOR CEILING HEIGHTS, SEE CEILING PLANS.

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

KEY PLAN

TITLE

1 A-312

PLAN NORTH

5/15/2019 3:48:21 PM

017294 ?00.00.00? LIONAKIS 2017

SECTIONS - BUILDING

SHEET

A-312

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

A-311 A-311

A-311

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

8 A-514

CONSULTANT

3 A-514

10 A-521

2 A-521

CLERESTORY TOP PLATE 123'-0"

CLERESTORY SILL 119'-0" 13 A-512 13

6X10 HEADER PER 11/S-561

SEAL

A-512

2X6 SHELF FRAMING @ 16" O.C. W/ 5/8" GYB. BD.

R E

16'-0" SHELF

6X10 HEADER PER 11/S-561

FIRE RISER

CONFERENCE

HALLWAY

124

100C

9'-0" SOFFIT

WORK CENTER 100A

151

A-311 A-311

A-311

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT 13 A-511

2X4 SOFFIT FRAMING @ 16" O.C. W/ 5/8" GYP. BD.

13 A-511

TEHAMA CENTER STUDENT SERVICES

HALLWAY

770 DIAMOND AVE RED BLUFF, CA 96080

100B

LEVEL 1 100'-0"

TOP PLATE 112'-0"

C23603

2X6 WALL FRAMING @ 16" O.C. W/ 5/8" GYB. BD. FULLY LINE WITH ACOUSTIC INSULATION

13 A-551

LI J ON C

18 A-514

CT Y R RT

MECHANICAL / ELECTRICAL / PLUMBING OCCURS PER PLANS

D A RCH SE I E N A N McM TE H U T A

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

SECTION THROUGH HALLWAY

DATE 05/17/2019

DESCRIPTION DSA BACKCHECK

SCALE 1/4" = 1'-0"

GENERAL NOTES

BUILDING SECTIONS INTENDED TO INDICATE MAJOR BUILDING SYSTEMS. SEE FLOOR PLAN AND INTERIOR ELEVATIONS FOR INDIVIDUAL ROOM ELEMENTS AND ACCESSORIES.

FOR CEILING HEIGHTS, SEE CEILING PLANS.

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

KEY PLAN

1 A-313

TITLE

SECTIONS - BUILDING

PLAN NORTH

5/15/2019 3:48:22 PM

017294 ?00.00.00? LIONAKIS 2017

SHEET

A-313

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR ✔

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

A-311 A-311

A-311

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

7 A-514

SIM

17 A-542

CLERESTORY TOP PLATE 123'-0"

20 A-542

MECH UNIT

SHEAR WALL

10 A-521

13 A-514

MECH UNIT

CLERESTORY SILL 119'-0"

3 A-514

TYP.

10 A-521

2 A-514

TYP.

2 A-514

SEAL D A RCH SE I E N A N McM TE H U T A

CT Y R RT

LI J ON C

2 A-521

CONSULTANT

R E

EN . 08 - 3 1 - 1 O F OF CAL I 9

TOP PLATE 112'-0"

C23603

PROJECT

CAMPUS SAFETY 126

12 A-511

COUNSELOR

LOBBY

128

130

132

100

CLASSROOM/LOBBY OVERFLOW

ADMIN OFFICE

101

102

12 A-511

TEHAMA CENTER STUDENT SERVICES 12 A-511

12 A-511 LEVEL 1 100'-0"

A-311 A-311

A-311

770 DIAMOND AVE RED BLUFF, CA 96080

SECTION THROUGH MECH WELL

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

SCALE 1/4" = 1'-0"

DATE 05/17/2019

DESCRIPTION DSA BACKCHECK

GENERAL NOTES

BUILDING SECTIONS INTENDED TO INDICATE MAJOR BUILDING SYSTEMS. SEE FLOOR PLAN AND INTERIOR ELEVATIONS FOR INDIVIDUAL ROOM ELEMENTS AND ACCESSORIES.

FOR CEILING HEIGHTS, SEE CEILING PLANS.

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

KEY PLAN

1 A-314

TITLE

SECTIONS - BUILDING

PLAN NORTH

5/15/2019 3:48:23 PM

017294 ?00.00.00? LIONAKIS 2017

SHEET

A-314

GENERAL NOTES 1"

0 1/4" 1/2"

G F

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

SEE FINISH LEGEND ON SHEET A-641 FOR WALL TILE PATTERN AND ADDITIONAL FINISH CLARIFICATION.

APP. 02-117123

REVIEWED FOR

REFER TO PLUMBING DRAWINGS FOR FIXTURE TYPES.

CONTRACTOR TO PROVIDE BACKING AS REQUIRED; SEE TYPICAL BACKING DETAIL 18/A-521

FOR ACCESSIBLE CLEARANCES AND FIXTURE MOUNTING HEIGHTS SEE SHEETS G-511 & G-512.

SEE SHEET G-513 FOR TYPICAL ACCESSIBLE SIGNAGE DETAILS.

STAFF TOILET ROOM WALLS TO BE FINISHED WITH PL4, UNO.

FLOOR DRAINS SHALL HAVE 1/4" MAXIMUM GRATE OPENINGS IN ALL DIRECTIONS.

AREAS WITH FLOOR DRAINS SHALL BE SLOPED TO DRAIN AT 2% MAXIMUM IN ALL DIRECTIONS.

ALL DIMENSIONS INDICATED FOR ACCESS COMPLIANCE ARE TO FACE OF FINISH, UNO.

✔

" -0 5'

118W

A-411

RESTROOM

118E

118S

ACS

✔

07/03/2019

10. WHERE MIRROR STRADDLES GYPSUM BOARD WALL AND WAINSCOT, PROVIDE BACKING AT GYP BD TO MAKE A LEVEL, VERTICAL INSTALLATION, TYPICAL. 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

D PLAN NORTH

FLS

118 17"-18"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

118

MIN

30" x 48" MIN CLR

18"

DATE:

B.6

INC:

LARGE SCALE VIEW - RESTROOM

NORTH

118

SCALE 1/4" = 1'-0"

EAST

SOUTH

WEST

RESTROOM 118

CONSULTANT

TOILET ACCESSORY SCHEDULE

SCALE 1/4" = 1'-0"

TYPE MARK DESCRIPTION A RECESSED TOWEL DISP./WASTE RECEPTACLE B GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME C SURFACE-MOUNTED SOAP DISPENSER D 42" GRAB BAR E 48" GRAB BAR F SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL G RECESSED MULTI-ROLL TOILET TISSUE DISPENSER H SURFACE-MOUNTED SEAT-COVER DISPENSER

MANUFACTURER MODEL BOBRICK B-369 BOBRICK

B-290 1830

BOBRICK

B-2111

BOBRICK BOBRICK BOBRICK

B-6806x42 B-6806x48 B-270

BOBRICK

B-4388

BOBRICK

B-221 SEAL

NOTE:

A-411

119S

R E

EN . 08 - 3 1 - 1 O F OF CAL I 9

119E 4'-0"

119W

C23603

119

FLOOR DRAIN COVERS TO HAVE 1/4" SQUARE OPENINGS MAX. CONTRACTOR SHALL SUBMIT TESTING PROTOCOL TO DSA FOR REVIEW AND APPROVAL OF GRAB BAR CONNECTION TO TOILET PARTITIONS, TYP.

CUSTODIAL

D A RCH SE I E N A N McM TE H U T A

119

HOT WATER HEATER

"OFCI" - OWNER FURNISHED CONTRACTOR INSTALLED. CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING REQUIREMENTS, SEE BACKING DETAIL 18 / A-521 . ALL ACCESSORIES SHALL BE ADA COMPLIANT AT ADA REQUIRED LOCATIONS.

LI J ON C

B.6

CT Y R RT

MOP RACK, PROVIDE BLOCKING PER STRUCT

MOP SINK PROJECT

TEHAMA CENTER STUDENT SERVICES PLAN NORTH

LARGE SCALE VIEW - CUSTODIAL SCALE 1/4" = 1'-0"

NORTH

119

EAST

SOUTH

WEST

770 DIAMOND AVE RED BLUFF, CA 96080

CUSTODIAL 119 SCALE 1/4" = 1'-0" CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

TITLE

LARGE SCALE VIEWS

SHEET

5/15/2019 3:48:26 PM

017294 ?00.00.00? LIONAKIS 2017

A-411

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123 EXTERIOR INSULATION SHALL OCCUR WHERE SOFFIT VENTILATION IS NOT REQUIRED. WOOD STUD WALL W/ INSUL AND EXT NOTE: ATTACHMENT OF FIBER SHEATHING PER CEMENT SOFFIT BOARD PER ESRWOOD STUD WALL W/ PLAN ESR-2273, MIN. 11ROOFING GA. ROOFING 2273, MIN. 11 GA. NAILS W/ AND EXT SHEATHING NAILS W/ MIN. 1-1/2" PENETRATION MIN. 1-1/2" PENETRATION INTO PER PLAN. INTO FRAMING @ 6" AT EDGES FRAMING @ 6" OC ATOC EDGES AND 6" AND 6" INTERMEDIATE OC AT INTERMEDIATE OC AT FRAMING FRAMING PER MEMBER PER MEMBER SPECIFICATIONS OR SPECIFICATIONS OR APPROVED APPROVED EQUIVALENT. FIBER CEMENT 9 SIDING A-511

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN EXTEND 6" STRIP BLDG WRAP O/ ALUM MOLDING FLANGES, TYP EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

WEEP SCREED CL REVEAL DIM. POINT

22 GA MTL EDGE FLASHING AND SOFFIT CORNER TRIM

4" LEG

1/2"

1'-0"

22 GA 'Z' DRIP EDGE

1/2"

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

7/8"

1 1/2"

PLASTER TO SIDING HORIZONTAL

BLIND ATTACHMENT, SIZE AND SPACING PER ESR-2290, 6D ROOFING NAILS @ 16" OC HORIZONTALLY INTO PER FRAMING PER SPECIFICATIONS OR SPECIFICATIONS OR APPROVED APPROVED EQUIVALENT. DO EQUIVALENT. DO NOT NOT OVERDRIVE OR OVERDRIVE OR COUNTERSINK COUNTERSINK FASTENER FASTENER

3/8"

1" MIN.

(2) LAYERS BLDG WRAP

FIBER CEMENT SOFFIT "J" TRIM, FCP-J CHANNEL BY FRY REGLET OR APPROVED EQUIVALENT

FULL-DEPTH INSULATION TO OCCUR AT ALL EXTERIOR WALLS

EXT PLYWOOD SHEATHING PER STRUCTURAL

FIBER CEMENT VENTED SOFFIT TRIM, FCPFIBER CEMENTPCS375V300 VENTED SOFFIT TRIM, BY FRY FCP-PCS375V300 BY FRY OR REGLET ORREGLET APPROVED APPROVED EQUIVALENT WHERE SOFFIT EQUIVALENT VENTILATION IS REQUIRED PER PLAN

1'-0"

7/8"

3" = 1'-0"

6" = 1'-0"

07/03/2019

1 1/8"

TYP.

CONSULTANT

EXT PLYWOOD SHEATHING PER STRUCTURAL

FIBER CEMENT SOFFIT "J" TRIM, FCP-J CHANNEL BY FRY REGLET OR APPROVED EQUIVALENT

3/8"

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

1" MIN.

FULL-DEPTH INSULATION TO OCCUR AT ALL EXTERIOR WALLS WOOD FRAMING PER STRUCTURAL INTERIOR FINISH PER SCHEDULE

PLASTER TO SOFFIT BOARD

3" = 1'-0"

✔

MIN #8 WOOD SCREW W/ 7/16 DIA PAN WAFER HEAD @ 16" HORIZONTAL AT EA STUD AND AT EA RIB (7" OC MAX). MAINTAIN 1/4" GAP BETWEEN LATH AND SUBSTRATE, MIN

FIBER CEMENT VENTED SOFFIT TRIM, FIBER CEMENT VENTED FCP-PCS375V300 BYTRIM, FRY REGLET OR SOFFIT FCPAPPROVED PCS375V300 EQUIVALENTBY WHERE FRY SOFFIT VENTILATION IS REQUIRED REGLET OR APPROVED PER PLAN EQUIVALENT

FIBER CEMENT SIDING, TYP

ACS

✔

SELF FURRING MTL LATH FURRED OUT FROM 1/4" FROM SHEATHING

FIBER CEMENT SOFFIT BOARD, SIZE AND SPACING OF ATTACHMENT PER ESR-2273

INTERIOR FINISH PER SCHEDULE

DATE:

FLS

(2) LAYERS BLDG WRAP

1 1/2"

WOOD FRAMING PER STRUCTURAL

✔

EXTERIOR CEMENT PLASTER

TYP.

FIBER CEMENT SOFFIT BOARD, SIZE AND SPACING OF ATTACHMENT PER ESR-2273

EXTEND 6" STRIP BLDG WRAP O/ FLASHING & SCREED FLANGES, TYP

WEEP SCREED AND SOFFIT CORNER TRIM

SIDING TO SOFFIT BOARD

6" = 1'-0"

1 1/8"

1 1/2" 1 1/8"

9 A-511

FIBER CEMENT SIDING, LAP PER MANUF

EXTEND 6" STRIP BLDG WRAP O/ FLASHING & SCREED FLANGES, TYP

CONT SEALANT

1/2"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

17 A-511

REVIEWED FOR

EXTERIOR INSULATION SHALL OCCUR WHERE SOFFIT VENTILATION IS NOT REQUIRED. WOOD STUD WALL W/ INSUL ANDWALL EXT WOOD STUD NOTE: ATTACHMENT OF FIBER SHEATHING PER AND EXT SHEATHING CEMENT SOFFIT BOARD PER ESRPLANPLAN PER ESR-2273, MIN. 11ROOFING GA. ROOFING 2273, MIN. 11 GA. NAILS W/ NAILS1-1/2" W/ MIN. 1-1/2" PENETRATION MIN. PENETRATION INTO INTO FRAMING @ 6" AT EDGES FRAMING @ 6" OC ATOC EDGES AND 6" EXTERIOR AND 6" OC AT INTERMEDIATE OC AT INTERMEDIATE FRAMING CEMENT PLASTER FRAMING PER MEMBER PER MEMBER SPECIFICATIONS OR O/ SELF-FURRING SPECIFICATIONS OR APPROVED APPROVED EQUIVALENT. MTL LATH O/ (2) LAYERS BLDG 17 WRAP A-511

0 1/4" 1/2"

INTERIOR FINISH PER SCHEDULE

INC:

PLASTER, TYP 6" = 1'-0"

Q2 INTERIOR FINISH PER SCHEDULE WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN SEAL

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN FIBER CEMENT SIDING O/ (2) LAYERS 9 BLDG WRAP A-511

CONT SEALANT

CL OF REVEAL DIM. POINT

17 A-511

APPLY 6" WIDE STRIP OF BLDG. WRAP BEHIND TRIM, TYP. EXTEND 6" STRIP BLDG WRAP O/ ALUM REVEAL FLANGES, TYP

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

CL OF REVEAL DIM. POINT

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

17 A-511

PLASTER TO SIDING - VERTICAL 6" = 1'-0"

LI J ON C

EN . 08 - 3 1 - 1 O F OF CAL I

TEHAMA CENTER STUDENT SERVICES

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

1" MIN.

770 DIAMOND AVE RED BLUFF, CA 96080

CP-1 VERTICAL CONTROL JOINT. TERMINATE EA SIDE OF HORIZONTAL REVEAL CLIENT

9 A-511

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

SIDING TRIM - INSIDE CORNER

R E

PROJECT

ALUMINUM T-MOLD

TYP.

SIDING END ATTACHMENT TO OCCUR OUTSIDE OF TRIM FLANGE

EXTERIOR CEMENT 17 PLASTER O/ SELFFURRING MTL LATH O/ A-511 (2) LAYERS BLDG WRAP

PLASTER HORIZONTAL REVEAL

C23603

1" REVEAL

1/4" DIA WOOD SCREW TO 2X TYPE "A" WOOD BACKING, (2) MIN PER LETTER; PROVIDE SELF-ADHERED FLASHING BEHIND CEMENT PLASTER SYSTEM AT LETTERS

1" MIN.

FCP-INTISCNR750 INTEGRAL INSIDE LAP CORNER BY FRY REGLET OR APPROVED EQUIVALENT

4" MAX

1" REVEAL

4" MAX.

1/8" TYP.

CONT. SEALANT EA SIDE

18 A-511

9 A-511

3 A-511

ALUM REVEAL, DCS-625-100 BY FRY REGLET OR APPROVED EQUIVALENT O/ (2) LAYERS BLDG WRAP, CUT METAL LATH AT HORIZ REVEAL. DO NOT RUN CONT BEHIND.

1/8" TYP

CAST MTL LETTERS, COLOR TBD - SEE FOR SIZE AND FINISH, VERIFY NAMES W/ ARCHITECT BEFORE FABRICATION

D A RCH SE I E N A N McM TE H U T A

CT Y R RT

VERTICAL CONTROL JOINT. TERMINATE EA SIDE OF HORIZONTAL REVEAL

EXT PLYWOOD SHEATHING PER STRUCTURAL

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

EXTEND 6" STRIP BLDG WRAP O/ ALUM REVEAL FLANGES, TYP.

6" = 1'-0"

SIGNAGE AT CEMENT PLASTER 1 1/2" = 1'-0"

VERTICAL CONTROL JOINT AT HORIZONTAL REVEAL

6" = 1'-0"

PLASTER HORIZONTAL REVEAL 6" = 1'-0"

ISSUED

INTERIOR FINISH PER SCHEDULE

MARK

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

RUN CONT BLDG WRAP UNDER CONTROL JOINT

24"

9 A-511

EXTEND 6" STRIP BLDG WRAP O/ CONTROL JOINT FLANGES, TYP.

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

CONTROL JOINT, XJ15 BY CLARK-DIETRICH OR APPROVED EQUIVALENT.

EXT PLYWOOD SHEATHING PER STRUCTURAL

11"

FCP-PXM7575 X CORNER LAP TRIM BY FRY REGLET OR APPROVED EQUIVALENT

1/8" TYP

CONT. SEALANT EA SIDE

B 9 A-511

EXTEND 6" STRIP BLDG WRAP O/ CORNER BEAD FLANGES, TYP

CL OF CONTROL JOINT DIM. POINT

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

17 A-511

CORNER BEAD, CBXA BY CLARK-DIETRICH OR APPROVED EQUIVALENT 11"

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN

9 A-511

1/4"

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

17 A-511

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

017294 ?00.00.00? LIONAKIS 2017

AGENCY

SIDING TRIM - OUTSIDE CORNER

6" = 1'-0"

SIDING TRIM - VERTICAL 6" = 1'-0"

INTERIOR FINISH PER SCHEDULE

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN

EXTERIOR CEMENT PLASTER O/ SELF-FURRING MTL LATH O/ (2) LAYERS BLDG WRAP

EXTEND 6" STRIP BLDG WRAP O/ FLASHING & SCREED FLANGES TYP

CONC WALK OR MOW STRIP PER PLAN

TOC SEE PLAN

SLOPE

FRAMING CLIP, SEE TYP DETAILS EXTEND 6" STRIP BLDG WRAP O/ FLASHING & SCREED FLANGES TYP

WEEP SCREED 1 1/8"

EXT. SURFACE MOUNTED LIGHT FIXTURE, SEE ELECTRICAL

22 GA ALUM FLASHING SACK AND PATCH EXPOSED CONC CURB

1 1/2"

CONC WALK OR MOW STRIP PER PLAN

TOC SEE PLAN

SLOPE

TITLE

DETAILS - EXTERIOR

EXTEND 6" STRIP BLDG WRAP O/ FLASHING, TYP

NOTE: CONT SEALANT @ SIDES OF CEMENTITIOUS TRIM

SLAB/CURB REINF PER PLAN

NOTE: CONT SEALANT @ SIDES OF CEMENTITIOUS TRIM

VAPOR BARRIER- INSTALL PER MANUFACTURER'S REQUIREMENTS

17 A-511

1 X WOOD TRIM

6" MIN-EARTH

1 1/2"

POLYETHYLENE STRIP CAPILLARY BREAK UNDER P.T. FRAMING

FLASHING W/ HEMMED EDGE 2", TYP

SACK AND PATCH EXPOSED CONC CURB

1/2"

EXT. SURFACE MOUNTED LIGHT FIXTURE SEE ELECTRICAL

22 GA ALUM FLASHING

P.T. SILL ANCHORAGE PER STRUCT

WEEP SCREED

FIBER CEMENT STARTER SHIM 1 1/8"

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN

FRAMING CLIP, SEE TYP DETAILS

1 X WOOD TRIM A

INTERIOR FINISH PER SCHEDULE

POLYETHYLENE STRIP CAPILLARY BREAK UNDER P.T. FRAMING

FIBER CEMENT STARTER SHIM 22 GA MTL FLASHING W/ HEMMED EDGE

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN

P.T. SILL ANCHORAGE PER STRUCT 9 A-511

6" = 1'-0"

Q2 INTERIOR FINISH PER SCHEDULE

2" MIN-PAVING

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

3" = 1'-0"

PLASTER CONTROL JOINT

INTERIOR FINISH PER SCHEDULE

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN

PLASTER OUTSIDE CORNER

6" MIN-EARTH

2", TYP

2" MIN-PAVING

1/4" = 1'-0"

ENLARGED SIGNAGE ELEVATION

1/2"

1/8" TYP

EXTEND 6" STRIP BLDG WRAP O/ FLASHING, TYP

5/15/2019 3:48:28 PM

MANAGEMENT

ALUMINUM T-MOLD

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

CONT SEALANT EA SIDE

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

12 SIDING TO CURB

SIDING EXT. MOUNTED FIXTURE

3" = 1'-0"

SLAB/CURB REINF PER PLAN

SHEET

EXT. MOUNTED FIXTURE @ PLASTER

VAPOR BARRIER- INSTALL PER MANUFACTURER'S REQUIREMENTS

3" = 1'-0"

A-511

PLASTER TO CURB 3" = 1'-0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

REVIEWED FOR

HOT AIR WELD & SEAM CAULK

EXT BLDG WALL LINE 3" MITERED AND SEALED ALBOW WRIVETS, PREFIN TO MATCH GUTTER

TJI OR WD FRAMING SEE STRUCT

STRUCTURAL BLKG W/HANGER & LAG BOLT PER MECH DWGS

DS BRACKET SEE

NOTE: SEE

VENT PIPE BOOT FLASHING

1 1/2" = 1'-0"

MECHANICAL UNIT CURB

DIM POINT

1'-0"

GALV STL CONDUCTOR HEAD

11 A-512

FOR ADDITIONAL INFO

COUNTER FLASHING

EXT BUILDING WALL LINE

GALV STL SCUPPER

3" DIA GALV STL PIPE PAINT TO MATCH GUTTER

GALV STL CONDUCTOR HEAD PRE-FIN PAINT

BATT INSULATION COMPLETELY FILL CAVITY FRMG SPACE TYP AT CLERESTORY

CONT 30# FELT PER ROOF PLAN

1 3/4" 4" 2"

CONT BACKER ROD & SEALANT

BATT INSULATION

STORM DRAIN PIPE SEE CIVIL

FOR ADDL INFO

1 1/2" = 1'-0"

DUCT THRU ROOF

3" = 1'-0"

1 1/2" = 1'-0"

SINGLE PLY ROOFING O/GYP COVER BD

SINGLE PLY ROOFING UP PARAPET O/PLYWD

2" MIN TAPERED RIGID INSULATION

VENT PIPE SEE PLUMB

DOWNSPOUT AT GRADE

CEM PLAS SYST O/CONT BLDG WRAP O/PLYWD

SHEET MEMB WATERPROOFING AROUND OPENING

SHINGLE ROOFING O/ROOF FELT PAPER O/SMW O/PLY WD DECK

STORM COLLAR 6"

MTL ROOF PANEL SYS O/CONT ROOF FELT PAPER

R E

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

TEHAMA CENTER STUDENT SERVICES OVERFLOW DRAIN PIPE W/RAISED 2" COLLAR DRAIN PIPE. SEE PLUMB DWGS

TJI FRMG BEYOND PER STRUCT

770 DIAMOND AVE RED BLUFF, CA 96080

ROOF DRAIN PIPE PER PLUMB DWGS CLIENT

13 A-512

FOR ADDIT INFO

TYPICAL WALL SCUPPER

1 1/2" = 1'-0"

NOTE: FLAT 2X6 BLKG AT 8'0" OR VERTICAL SPACING MAX SEE FOR MAX SPACING TO BRACKET ABOVE CONC SIDEWALK

C23603

MECH WELL ROOF DRAIN AND OVERFLOW 1 1/2" = 1'-0"

18 A-521

SHINGLE ROOFING O/ ROOF FELT PAPER O/ SHEET MEMBRANE WATERPROOFING O/ PLY WD DECK

TYPICAL BRACKETS SHALL BE 3/16" (THICK) X 1 1/2" (WIDE) GALV BENT STEEL @ 8'-0" O.C. VERT SPACING MAX. ALIGN LOCATIONS THROUGHOUT ENTIRE BLDG. PAINT TO MATCH DS. ANCHOR BRACKETS PAINT TO MATCH DS W/ -1/4" DIA X 2 1/2" LAG BOLT AT BLDF WD FRMG -0.145" DIA X 1" PAF W/ WASHER AT STL COLUMN -#14X2" SST WD SCREW AT EXT COLUMN WD TRIM

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

MARK CLAMP RING TYP

SINGLE-PLY MEMBRANE

RIGID INSUL BELOW ROOF DRAIN PAN 5 1/2"

ISSUED

STRAINER TYP

2 LAYERS SINGLE-PLY MEMBRANE DRAIN FLASHING WELDED SOLID TOGETHER

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SHEET MEMBRANE WATERPROOFING

CL 5 1/2"

1'-5 1/2"

VENT PIPE FLASHING - STEP 1

SINGLE-PLY MEMBRANE

9 A-512

NOTE: SEE

CEM PLAS SYS O/BLDG WRAP

NOTE: SEE

STRAINER TYP 1'-5 1/2"

FIBER CEMENT SOFFIT SMOOTH FIN

DOWNSPOUT SEE

3 A-512

CLAMP RING TYP

SHAPED 2X12 EXT TRIM RAKE PAINT TO MATCH GUTTER

2" 1'-0"

CONC SIDEWALK, MOW STRIP OR PAVING SEE CIVIL

4X4 BLKG W/"SIMPSON" A34 EA SIDE EA END

FIELD CUT HOLE IN PLY WD DECK 1" MIN LARGER THAN PIPE

DS CLEANOUT BOOT SEE PLUMB

ROOF SHTHG & FRAMING

D A RCH SE I E N A N McM TE H U T A

1X8 TRIM PAINT TO MATCH FASCIA

SEAL

3/8" LAG BOLT W/2" EMBED MIN 2 PER SIDE

2 LAYERS SINGLE-PLY MEMBRANE DRAIN FLASHING WELDED SOLID TOGETHER

2" RIGID INSULATION TAPERED AROUND DRAIN

1'-0"

DIM POINT

GYP COVER BD

11 A-512

SHEET MEMBRANE WATERPROOFING

DS BRACKET SEE

1" = 1'-0"

SINGLE PLY ROOFING O/GYP BD O/2" MIN RIGID INSUL

SEE MECH

SST HOSE CLAMP

SINGLY PLY UP CURB

ROOF DRAIN PLAN

CT Y R RT

PREFABRICATED ROOF CURB, SEE MECH

VENT PIPE SEE PLUMB

1 1/2" = 1'-0"

Q2 SINGLE PLY ROOFING O/ TAPERED RIGID INSUL CRICKET SEE ROOF PLAN

DUCTWORK SEE MECH

1'-0"

3'-6"

13 SCUPPER DETAIL

1 1/2" = 1'-0"

1'-6"

NOTE: RAKE TRIM CUT BACK FOR CLARITY; RAKE TO BE CONTINUOUS TO END OF ROOF EDGE

GALV STL PIPE DOWNSPOUT 10 SEE A-512

ASPHALT SHINGLES ON SHEET MEMBRANE WATERPROOFING TYP AROUND OPENINGS O/ROOF FELT PAPER O/PLY WD DECK

PRE-FITTED PIPE FLASHING RIVET TO TO MTL ROOF PANEL

2X12 EXT RAKE TRIM PAINT TO MATCH GUTTER

DOWNSPOUT DETAIL

1 1/2" = 1'-0"

10 A-512

18 A-512

CONSULTANT

CIRCULAR TRANSITION BOOT PAINT TO MATCH GUTTER

ROOF FRAMING SEE STRUCT FOR BLOCK FRMG AT OPENINGS

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

TAPERED RIGID INSUL GALV STL SCUPPER W/ COATED METAL EDGE

SINGLE PLY ROOFING O/GYP COVER BD O/2" MIN RIGID INSUL

2"LAYERS RIGID INSUL 2 5/8" GYP BD INSIDE CURB 2 LAYERS 5/8" GYP BD 2" RIGIDCURB INSUL INSIDE

OVERFLOW W/ LEAD FLASHING GUARD PLATE

1'-0"

SINGLE PLY ROOFING O/GYP COVER BD O/2" MIN RIGID INSUL

07/03/2019

1X8 TRIM PAINT TO MATCH RAKE

POP RIVET TO LEADER

FASTENER WITH DISC MIN. OF 4 AROUND VENT PIPE

✔

1X4 NAILER

GUTTER STRAINER AND LEADER

CONTINUOUS MEMBRANE WELD

ACS

✔

MIN. 4X PRESSURE TREATED CONT WOOD LEVELING BLOCKING W/LAG BOLTS PER MECH DWGS

LI J ON C

MECH VIBRATION SPRING MOUNT & ATTACHMENT SEE MECH

MIN. 2" ABV. ADJ. ROOF

MEMBRANE BOOT WITH MIN 1" TURN-UP

FLS

ROOF DRAIN PER PLUMBING DWGS

PLY WD SHTHG PER STRUCT

2 1/4"

POLYURETHANE CAULKING APPLIED BEHIND TURN-UP AND TOP OF THE DRAW BAND

✔

DATE:

1'-0"

DRAWBAND

CONTINUOUS PREFIN MTL. GUTTER

14 A-512

2 1/8"

VENT PIPE

NOTE: SINGLE PLY ROOFING NOT SHOWN FOR CLARITY SEE FOR ADDT'L INFO

5 7/8"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

ROOFING SYSTEM, SEE ROOF PLAN MECH UNIT, FLASHING & MOUNTING, SEE MECH

INC:

PRE-FITTED PIPE FLASHING RIVET TO MTL ROOF PANEL

" 1'-2

PLYWD SHTHG

ROOF FRAMING SEE STRL S1.6 FOR BLOCK FRMG @ OPENINGS

3" DIA GALV STL PIPE SEE & MECH DWGS

PLASTER CASING JBEAD MOLDING

1 1/2" = 1'-0"

5 A-511

WALL ALIGNS WITH INT FACE OF COLUMN BEYOND

3" = 1'-0"

WALL ALIGNS WITH INT FACE OF COLUMN BEYOND 6 A-511

SIDING

CORNER BEAD, CBXA BY CLARKDIETRICH OR APPROVED EQUIVALENT

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

SHADED AREA INDICATES EXTENTS OF 6X10 HEADER AND FRAMING PER 11/S-561

20 A-511

12 A-511

OMIT INTERIOR FINISH

15 A-511

SIDING INSIDE CORNER BEYOND

INTERIOR

LEVEL 1 100'-0"

+0"

OVERFLOW DOWN SPOUT SEE PLUMBING DWGS

PLASTER & SEALANT TIGHT AROUND PIPE

GALV STL PIPE SCHEDULE 40 W/ CAST IRON FITTING UP TO 18" HIGH TRANSITION TO NO HUB FITTINGS

CAST IRON OVERFLOW SCUPPER W/THREADED CONNECTION

NO HUB CONNECTION @ OVERFLOW DOWN PIPE TO ELBOW FITTING

12" ABOVE GRADE TYP

EXTERIOR

7 A-511

-10"

FLASHING TAPE AT PIPE PENETRATION

12 A-511

INTERIOR FINISH OF WALL BEYOND

1 1/2" = 1'-0"

CONT BLDG WRAP

WALL ALIGNS WITH EXT FACE OF COLUMN BEYOND

SLOPING SOFFIT

AGENCY

ROOF DRAIN AND OVERFLOW ABOVE CLERESTORY

CEMENT PLASTER SYS O/BLDG WRAP

9 A-511

2X4 @ 16" OC W/ (2) 8D TOE NAILS EACH SIDE, EACH END

+0" LEVEL 1 100'-0"

TITLE

2X BLKG FOR ELBOW & RWL STL PIPE STRAP SUPPORT

CONT BACKER ROD & SEALANT AROUND PIPE

5/8" GYP BD

EXTEND 6" STRIP BLDG WRAP O/ FLASHING & SCREED FLANGES, TYP

WD SILL & STUD FRMG SEE STRUCT

SEALANT O/FIBRE EXP MATERIAL

METAL GYP BD CLIP PER STRUCT

DETAILS - EXTERIOR

CONC PAVING

5/15/2019 3:48:30 PM

PER PLAN

CANOPY COLUMN W/ PLASTER COLUMN

3" = 1'-0"

INTERIOR WALL ELEVATION SOUTH WALL

1/4" = 1'-0"

017294 ?00.00.00? LIONAKIS 2017

CONT BLDG WRAP TO CONC CURB

A-211

SLOPING CEILING

16 A-512

OMIT INTERIOR FINISH EXTEND 6" STRIP BLDG WRAP O/ CORNER BEAD FLANGES, TYP

9 A-511

ROOF DRAIN RUN IN WALL FRMG

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

MIN (3) 2X6 SILL PER 11/S-561

6X10 HEADER PER 11/S-561

PER PLAN

17 A-511

PER PLAN

17 A-511

PER PLAN

EXTERIOR CEMENT PLASTER O/ SELF-FURRING MTL LATH O/ (2) LAYERS BLDG WRAP

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

STEEL HSS COLUMN AND FRAMING PER STRUCT

+6'-0" SILL

PER PLAN

STEEL HSS COLUMN, SEE STRUCT

ROOF OVERFLOW DRAIN RUN IN FURRED WALL. DAYLITE AT BLDG EXT WALKWAY SOFFIT PER RCP

15 A-541

DOWNSPOUT BRACKET

A-512 STEEL HSS COLUMN, SEE STRUCT

MANAGEMENT

13 A-541

1 1/2" = 1'-0"

BATT INSUL

5/8" GYP BD TYPE 'X'

+9'-0" SOFFIT

19 A-511

45°

EQ CEMENT PLASTER

10 A-512

CEM PLAS CONTROL JOINT. FOR ADDITIONAL INFO, SEE LOCATE 1" AWAY FROM LAG.

COVERED WALKWAY AT MECH WELL

WALL ALIGNS WITH EXT FACE OF COLUMN BEYOND

6X10 HEADER PER 11/S-561

CEM PLAS SYST O/CONT BLDG WRAP O/PLYWD

VENT PIPE FLASHING - STEP 2

VENTED SOFFIT BOARD

4X12 HEADER PER 11/S-561

FIBER CEMENT SOFFIT

" 1'-0

GLB PER STRUCTURAL

12".

GLB SEE STRUCT

FASTENER WITH DISC MIN OF 4 AROUND VENT PIPE

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

16 GAUGE X 1 1/2" WIDE GALV STL STRAPS TYP ANCHOR TO BRACKETS W/ # 10 RHSTS EA SIDE PAINT TO MATCH DS

EXTERIOR WALL SECTION SOUTH WALL

1 1/2" = 1'-0"

SHEET

OVERFLOW DRAIN TERMINATE ABOVE GRADE

A-512

1 1/2" = 1'-0"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

GUTTER HANGER BRACKETS @ 36" OC

2x4 SOFFIT NAILER @ 12" OC

18 A-514

WD STUD FRMG SEE STRUCT

2" MIN TAPERED RIGID INSUL

PLATE FRMG PER STRUCT

RIM BD PER STRUCT

WINDOW, SEE SCHED DS, WHERE OCCURS, RUN BACK TO FACE OF COLUMN SEE

1 1/2" = 1'-0"

SHINGLE ROOFING O/ ROOF FELT PAPER O/ PLY WD DECK

CONT BACKER ROD & SEALANT

BEAM PER STRUCT

CEMENT PLASTER SYS O/ BLDG WRAP

HSS COLUMN PER STRUCT

3" = 1'-0"

SNAP ON CLIP

NOTE: SEE STRUCTURAL FOR WELDING REQUIREMENTS OF HSS MEMBERS AND ANGLES TYPE 2 METAL ROOF PANEL SYSTEM

1'-8", TYP.

SINGLE PLY ROOFING EXTEND 4" OVER EDGE TYP. 6"

PREFIN MTL FLASHING 1x8 TRIM PAINT TO MATCH FASCIA

C23603

SINGLE PLY O/ SLOPED RIGID INSUL (MIN INSUL 4") PER ROOF PLAN

2x OUTRIGGER PER STRUCT

VARIES (MIN. 2'-6")

1 1/2" = 1'-0"

Q2 6 A-514

CEMENT PLASTER SYS O/ BLDG WRAP

RAKE FLASHING AT CLERESTORY 1 1/2" = 1'-0"

6" SELF ADHERE FLASHING O/ GALV MTL DRIP FLANGE

RAFTERS PER STRUCT

SEE WINDOW SCHED

VALLEY RAFTER PER STRUCT

HSS BEAM, SEE STRUCT PAINT COLOR TO MATCH CEMENT PLASTER FINISH 2

SINGLE-PLY VALLEY FLASHING

1 1/2" = 1'-0"

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

WINDOW CANOPY SECTION AT CEMENT PLASTER 1 1/2" = 1'-0"

Q2 NOTE: SEE STRUCTURAL FOR WELDING REQUIREMENTS OF HSS MEMBERS AND ANGLES

SHINGLE ROOFING O/ ROOF FELT PAPER O/ SHEET MEMBRANE WATERPROOFING O/ PLY WD DECK

FRAMING, SEE STRUCT

ISSUED

MARK

17 A-514

TYPE 2 METAL ROOF PANEL SYSTEM

1'-8", TYP.

SINGLE PLY COATED METAL FLASHING

WEEP SCREED

770 DIAMOND AVE RED BLUFF, CA 96080

ANGLE PER STRUCT PAINT TO MATCH BEAM

BATT INSULATION COMPLETELY FILL CAVITY FRMG SPACE TYP AT CLERESTORY

1x8 TRIM PAINT TO MATCH FASCIA

SINGLE PLY ROOFING O/ SHEET MEMBRANE WATERPROOFING O/ PLY WD DECK

TEHAMA CENTER STUDENT SERVICES

ALIGN BOTTOM OF BEAM W/ BOTTOM OF WINDOW HEADER CONCEALED PLATE TO RECEIVE RUST RESISTANT PAINT

SNAP ON CLIP

CEM PLAST SYS O/ CONT BLDG WRAP

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

FOR TYPICAL NOTES, SEE DETAIL

R E

2x4 SOFFIT NAILER

CONT BACKER ROD & SEALANT

HIGH EAVE FASCIA FLASHING AT CLERESTORY

2'-0"

2x12 EXT TRIM FASCIA PAINT TO MATCH GUTTER

FIBER CEMENT SOFFIT

D A RCH SE I E N A N McM TE H U T A

4" TO HDR

FIBER CEM SIDING O/ BLDG WRAP

3" = 1'-0"

SEAL 17 A-541

FOR TYPICAL NOTES SEE DETAIL 2 A-514

17 A-514

CT Y R RT

CEM PLASTER SYSTEM O/ CONT BLDG WRAP

RAKE AT GABLE

FIBER CEMENT SOFFIT

FIBER CEM SOFFIT

1 1/2" = 1'-0"

3" = 1'-0"

WINDOW CANOPY SECTION

SHEET MEMBRANE WATERPROOFING

SHAPED 2x12 EXT TRIM FASCIA PAINT TO MATCH GUTTER

2x12 EXT TRIM FASCIA PAINT TO MATCH GUTTER

SINGLE PLY ROOFING O/ PLY WD DECK

1x4 NAILER

1x8 TRIM

2x8 EXT TRIM PAINT TO MATCH GUTTER

PARAPET WALL TO ROOF DECK

SINGLE PLY ROOFING O/ PLY WD DECK

PREFIN MTL FLASHING

SMW EXTEND OVER EDGE

SINGLE PLY ROOFING EXTEND 4" OVER EDGE

BATT INSULATION COMPLETELY FILL CAVITY FRMG SPACE TYP AT CLERESTORY

1x4 NAILER

BATT INSULATION COMPLETELY FILL CAVITY FRMG SPACE TYP AT CLERESTORY

GALV PREFIN MTL FLASHING

SHEET MEMBRANE WATERPROOFING

SNAP ON CLIP

SINGLE PLY ROOFING O/ PLY WD DECK

RUN 6" STRIP OF SMW OVER GALV MTL FLASHING O/ 2'-0" SMW PER ROOF PLAN

NOTE: SEE STRUCTURAL FOR WELDING REQUIREMENTS OF HSS MEMBERS AND ANGLES, DIM, PLATES

EAVE AT COVERED BLDG WALKWAY

SHEET MEMBRANE WATERPROOFING

SHEET MEMBRANE WATER PROOFING PER ROOF PLAN

CONSULTANT

9 A-512

19 AT FIBER A-514 CEM SIDING

4'-6", TYP.

FIBER CEM SOFFIT BOARD VENTED PER REFLECTED CEILING PLAN

SINGLE FASCIA FLASHING

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

3x4 SHAPED SOFFIT NAILER

TYPE 2 MTL ROOF PANEL SYS

19 A-514

FIBER CEMENT SOFFIT 2x4 SOFFT NAILER @ 12" OC

07/03/2019

16 A-514

SHAPED 2x12 EXT TRIM FASCIA PAINT TO MATCH GUTTER

✔

ANGLE, SEE STRUCT

AT FIBER AT CEM PLAS CEM SIDING

CEMENT PLASTER SYS O/ BLDG WRAP

SINGLE PLY ROOFING O/ GYP COVER BD

GALV MTL DRIP EDGE FLASHING O/ 2'-0" SMW PER ROOF PLANS 2x12 EXT TRIM FASCIA PAINT TO MATCH GUTTER 2"

ACS

✔

4 7/8"

1x8 TRIM PAINT TO MATCH FASCIA

PREFINISHED GUTTER, MATCH ROOFING FINISH

SINGLE PLY ROOFING UP PARAPET O/ PLY WD

RUN 6" STRIP OF SMW O/ GALV MTL DRIP FLASHING O/ 2'-0" SMW

FLS

HSS BEAM, SEE STRUCT

2" 1 1/2"

GALV PREFIN MTL FLASHING O/ FELT PAPER O/ SMW

✔

DATE:

2x RAFTER SEE STRUCT 2x BLKG PER STRUCT

SMW EXTEND OVER EDGE IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

REVIEWED FOR

SHINGLE ROOFING O/ ROOF FELT PAPER O/ SHEET MEMBRANE WATERPROOFING O/ PLY WD DECK

LI J ON C

SHINGLE ROOFING O/ ROOF FELT PAPER O/ SMW O/ PLY WD DECK

INC:

0 1/4" 1/2"

APP. 02-117123

13 A-541

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

4" TO HDR

GALV MTL DRIP FLASHING AND COUNTER FLASHING PAINT TO MATCH CEM PLAST COLOR

2x SHAPED NAILER

LAP ROOF FELT PAPER O/ SMW O/ BLDG WRAP BEHIND FLASHING

FRAMING, SEE STRUCT GALV PREFIN WALL FLASHING VENTED FIBER CEMENT SOFFIT

2x4 SOFFIT NAILER @ 12" OC

HSS PER A-542

FIBER CEM SOFFIT SIDING

ANGLE PER STRUCT PAINT TO MATCH BEAM

4x8 RESTORED MILL TIMBER BEYOND

SEE WINDOW SCHED

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

HSS BEAM, SEE STRUCT PAINT COLOR TO MATCH CEMENT PLASTER FINISH 2

AGENCY

SHINGLE ROOFING AT MECH WELL WALL 3" = 1'-0"

CEM PLAS SYS O/ CONT BLDG WRAP

MECH LOUVER

MECHANICAL TOWER PARAPET CAP

1 1/2" = 1'-0"

COVERED WALKWAY AT CLASSROOM

1 1/2" = 1'-0"

SINGLE PLY ROOFING O/ SHEET MEMBRANE WATERPROOFING O/ PLY WD DECK

PREFIN MTL FLASHING

3/4"

SNAP ON CLIP

CEM PLAST SYS O/ BLDG WRAP O/ PLY WD

1x8 TRIM PAINT TO MATCH FASCIA

1'-0"

WEEP SCREED

FRAMING, SEE STRUCT

2x8 TRIM 2x12 EXT TRIM RAKE PAINT TO MATCH GUTTER

FRAMING, SEE STRUCT

1'-0"

TYP GALV MTL FLASHING

1'-0"

1/4"

FIBER CEM SIDING SHEET MEMBRANE WATERPROOFING O/ BLDG WRAP LAP O/ SHT MEMB FROM BELOW (DASHED)

RAKE FRMG BEYOND MECH WELL SEE DETAIL

3/4"

TYP GALV MTL FLASHING

CEMENT PLASTER SIDING

SHEET MEMBRANE WATERPROOFING O/ RIGID INSUL O/ PLY WD DECK SINGLE PLY ROOFING

SINGLE PLY COATED METAL FLASHING

1/4"

GALV MTL DRIP AND COUNTER FLASHING PAINT TO MATCH CEM PLAS COLOR

2x SHAPED NAILER

1 1/2" = 1'-0"

1'-0"

SHEET MEMBRANE WATERPROOFING O/ BLDG WRAP LAP O/ SHT MEMB FROM BELOW (DASHED)

GALV MTL FLASHING WELD CORNERS PAINT TO MATCH BEAM

7 1/2" MAX.

SMW AND FELT PAPER UNDERLAYMENT EXTEND OVER EDGE

6 A-514

WINDOW CANOPY SECTION SECTION AT FIBER CEM SIDING

3/4"

FOR TYPICAL NOTES, SEE DETAIL

SHINGLE ROOFING O/ SHEET MEMBRANE WATER PROOFING O/ ROOF FELT PAPER O/ PLY WD DECK

GALV MTL FLASHING WELD CORNERS PAINT TO MATCH BEAM

HSS BEAM SEE STRUCT

HSS BEAM SEE STRUCT FIBER CEM SOFFIT SIDING

VENTED FIBER CEMENT SOFFIT

LOWER BEAM PER STUCT

SHAPED 2x12 EXT TRIM FASCIA PAINT TO MATCH GUTTER

FOR TYPICAL NOTE SEE DETAIL

5 A-514

SINGLE PLY ROOFING UP PARAPET O/ PLY WD

PLASTER WRAPPED COLUMN

CONT SEALANT AND BACKEROD ALL AROUND

SINGLE PLY ROOFING UP PARAPET O/ PLY WD

1/2"

BATT INSULATION COMPLETELY FILL CAVITY FRMG SPACE TYP AT CLERESTORY

SNAP ON CLIP

DETAILS - ROOF

ALIGN BOT OF BEAM W/ BOT OF WIND HEADER

CEM PLAS SYS TO CONT/ BLDG WRAP

TITLE

CONT SEALANT AND BACKEROD ALL AROUND

ALIGN BOT OF BEAM W/ BOT OF WIND HEADER

SHEET MEMBRANE WATERPROOFING O/ BLDG WRAP LAP UNDER SHT MEMB FROM ABOVE

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

SNAP ON CLIP PREFIN MTL FLASHING

MANAGEMENT

CEM PLAS SYS TO CONT/ BLDG WRAP

3/4"

1 3/8"

SINGLE PLY ROOFING UP PARAPET O/ PLY WD

SINGLE-PLY ROOFING UP PARAPET O/ PLY WOOD

ALIGN BOTTOM OF BEAM W/ BOTTOM OF WINDOW HEADER CONCEALED PLATE TO RECEIVE RUST RESISTANT PAINT

SHAPED 2x12 EXT TRIM FASCIA PAINT TO MATCH GUTTER

SHINGLE ROOFING O/ SHEET MEMBRANE WATER PROOFING O/ ROOF FELT PAPER O/ PLY WD DECK

1/2"

5/8" GYP BD TYPE 'X'

PREFIN MTL FLASHING

SHEET MEMBRANE WATERPROOFING O/ BLDG WRAP LAP UNDER SHT MEMB FROM ABOVE

5/15/2019 3:48:32 PM

BATT INSUL

RAKE AT COVERED BLDG WALKWAY

1 1/2" = 1'-0"

MECHANICAL TOWER PARAPET CAP

12 RAKE FLASHING AT CLERESTORY

1 1/2" = 1'-0"

WATERPROOFING AT CANOPY BEAM AT CEMENT PLASTER

1 1/2" = 1'-0"

SHEET

WATERPROOFING AT CANOPY BEAM AT FIBER CEM SIDING

A-514

1 1/2" = 1'-0"

017294 ?00.00.00? LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

8 A-521

NOTE: FOR TYP WALL HEAD TJI INTERSECTION, SEE

8 A-521

DATE:

(2) 16D END NAILS OR (3) 8D TOE NAILS EA END AT EA BLKG, TYP

8 A-521

BATT INSULATION

WEB STIFFENER STIFFENER/ PER STRUCT BLK'G PER STRUCT

WEB STIFFENER PER STRUCT

TJI, SEE STRUCT

TJI, SEE FRAMING STRUCT PER STRUCT

TJI, SEE STRUCT

6" C

PER STRUCT TOP PLATE PER STRUCT

1 A-551 1 A-551 RC @ WALL TYPE 2C THIS SIDE

1 LAYER 5/8" GYP. BOARD EACH SIDE OF STUDS TO PLYWOOD DECK ABOVE

WOOD STUD FRAMING SEE STRUCT DWGS FOR SIZE AND SPACING

PLYWOOD SHEATHING SEE STRUCT DWGS

1 LAYER 5/8" GYP BOARD EACH SIDE OF STUDS

2x WOOD STUD FRAMING WOOD STUD FRAMING SEE STRUCT DWGS FOR SIZE AND SPACING

1" CLR

NOTE: AT STORAGE & FIRE RISER ROOM RUN GYP BD ONLY ONE SIDE TO CONT UNDERSIDE OF ROOF DECK ABOVE

SUSPENDED ACOUSTICAL CEILING SYSTEM

1 A-551

2x6 WOOD STUD FRAMING @ 16" OC

FOR ALL OTHER ROOMS REQUIRING SOUND CONTROL SEE 8 A-521

4X6 FLAT BLKG

(2) 16D TOE NAILS EA END OF BLKG OPPOSITE FRAMING CLIP, TYP "SIMPSON" A34 EA END OF BLKG ALT TOP & BOTTOM, TYP

ELEVATION

WOOD STUDS @ 16" OC, SEE PLAN

1 A-551

PLAN

2x6 WOOD STUD FRAMING @ 16" OC

1 LAYER 5/8" GYP BOARD EACH SIDE OF STUDS TO PLYWOOD DECK ABOVE

ATTACH ACCESSORIES TO BACKING WITH #12 WOOD SCREWS, MIN

1 LAYER 5/8" GYP BOARD EACH SIDE OF STUDS TO PLYWOOD DECK ABOVE

USE FOR: TOILET & BATH ACCESSORIES UNO, DOOR STOPS, DOOR HOLDERS, CABINETS, DISPLAY CABINETS, TOILET PARTITIONS UNO

2x WOOD STUD FRAMING @ 16" OC

CONC SLAB

CONC CURB (DASHED) WHERE OCCURS PER PLANS

CONC CURB

D A RCH SE I E N A N McM TE H U T A

C23603

ELEVATION 3

WOOD STUDS @ 16" OC, SEE PLAN

PARTITION WALL

11 A-521

ACOUSTICAL SEALANT @ WALLS WITH ACOUSTIC INSULATION

SEAL

ACOUSTICAL SEALANT @ WALLS WITH ACOUSTIC INSULATION

4X6 FLAT BLKG

PROVIDE ADDL STUD (SAME SIZE AS WALL STUDS) AT EA END OF BACKING "SIMPSON" A34 TOP & BOTTOM AT EA END, TYP

CT Y R RT

ACOUSTIC BATT INSULATION

RUBBER BASE SEE FIN SCHED

FASTENER SEE STRUCT DWGS

FOR ALL OTHER ROOMS REQUIRING SOUND CONTROL SEE 8 A-521

2x4 BLKG W/ 2-16d BOTH ENDS TO TIMBER STRAND BLKG. SEE STRUCT FOR TJI TYP BLOCKING

2x BLKG W/ FRMG CLIP PER STRUCT

TYPE B PLYWOOD SHEATHING SEE STRUCT DWGS

RUBBER BASE BASE PER SPECIFICATIONS

NOTE: AT STORAGE & FIRE RISER ROOM RUN GYP BD ONLY ONE SIDE TO CONT UNDERSIDE ABOVE OF ROOF DECK FRAMING ABOVE

SUSPENDED ACOUSTICAL CEILING SYSTEM

RC @ WALL TYPE 1C THIS SIDE ACOUSTIC BATT INSULATION

2x4 BLKG W/ 2-16d BOTH ENDS TO TIMBER STRAND BLKG. SEE STRUCT FOR TJI TYP BLOCKING

2x BLKG W/ FRMG CLIP PER STRUCT

R E

5/8" GYP. CEILING, CEILING WHERE PER CLGOCCURS PLAN

CONSULTANT

TIMBER STRAND BLKG SEE STRUCT

SLOPED SUSPENDED SUSPENDED CEILING SYSTEM CEILING SYSTEM PER CLG. PLAN

JOIST FRAMING PER STRUCT

TYPE A

LI J ON C

1 A-5511 A-551

NOTE: SEE STRUCT DWGS FOR SHEAR TRANSFER TO PLYWOOD SHEATHING AT ROOF DECK

5/8" GYP. CLG PER CLG. PLAN TOP PLATE

TIMBER STRAND BLKG SEE STRUCT

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

USE FOR: MIRRORS, FLAT SIGNS, TACK BOARDS, DRY ERASE BOARDS. CHALKBOARDS, BULLETIN BOARDS, MARKER BOARDS, FRAMED ARTWORK

AT FIRE RATED WALL 1 LAYER OF 5/8" TYPE 'X' GYP BOARD BATT INSULATION WRAP AROUND TJI BOTH SIDES TYPE 4B

NOTE: SEE STRUCT DWGS FOR SHEAR TRANSFER TO PLYWOOD SHEATHING AT ROOF DECK

✔

PLAN ATTACH ACCESSORIES TO BACKING WITH #10 WOOD SCREWS, MIN

1" CLR

TJI, SEE ROOF STRUCT PER FRAMING STRUCT (TJI ILLUSTRATED)

SUSPENDED ACOUSTICAL CEILING SYSTEM PER CLG. PLAN

BATT INSULATION

ROOF FRAMING PER STRUCT

BATT INSULATION

ACS

✔

ELEVATION

WOOD STUDS AT 16" OC, SEE PLAN

FLS

8 A-521

NOTE: FOR TYP WALL HEAD TJI INTERSECTION, SEE

EN . 08 - 3 1 - 1 O F OF CAL I 9

NOTE: FOR TYP WALL HEAD TJI INTERSECTION, SEE

✔

0 1/4" 1/2" IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

NOTE: FOR TYP WALL HEAD TJI INTERSECTION, SEE

REVIEWED FOR

2X6 FLAT BLKG

INC:

STC 34

11 A-521

CONC CURB (DASHED) WHERE OCCURS PER PLANS

STC 34

PARTITION / SHEAR WALL

STC 36

11 A-521

USE 2x6 WOOD STUDS @ 16" OC

CONC CURB (DASHED) WHERE OCCURS PER PLANS

USE 2x8 WOOD STUDS @ 16" OC

USE 1/2" DBL LEG RC CHANNEL RUN HORIZONTALLY, SPACE VERT @ 24" OC MAX

STC 44

TEHAMA CENTER STUDENT SERVICES

PLAN

USE FOR: HANDRAILS, GRAB BARS, SHOWER SEATS, SHELF BRACKETS, COUNTERTOP BRACKETS, URINAL SCREENS, WATER HEATER STRAPS, SINK BRACKETS

STC 34

PROJECT

ATTACH ACCESSORIES TO BACKING WITH #14 OR 1/4" DIA WOOD SCREWS, MIN

PARTITION WALL

STC 34

USE TILE BACKER BOARD AT RESTROOM SIDE, WALL WITH CURB

STC 36

11 A-521

USE TILE BACKER BOARD AT RESTROOM SIDE, WALL WITH CURB

STC 44

USE TILE BACKER BOARD AT RESTROOM SIDE, WALL WITH CURB

CONC CURB (DASHED) WHERE OCCURS PER PLANS

770 DIAMOND AVE RED BLUFF, CA 96080

TYPE C

STC 34 STC 34

PARTITION / SHEAR WALL WITH 1/2" DBL LEG RC CHANNEL RUN HORIZONTALLY, SPACE VERT. @ 24" OC MAX

USE 2x8 TILE BACKER BOARD AT RESTROOM SIDE, WALL WITH CURB

USE TILE BACKER BOARD AT RESTROOM SIDE, OPP SIDE WITH 1/2" DBL LEG RC CHANNEL RUN HORIZONTALLY, SPACE VERT @ 24" OC MAX WITH CURB

NOTES: 1. DO NOT CUT OR NOTCH STUDS TO INSTALL BACKING 2. VERIFY LENGTH, HEIGHT, QUANTITY & LOCATION OF BACKING WITH ARCHITECTURAL DETAILS AND ACCESSORY MANUFACTURER 3. EXTEND BACKING TO FIRST STUD PAST END OF ACCESSORY

STC 34 STC 36

STC 50

SHEAR WALL - HEAD PARALLEL SHEAR WALL TO ROOF FRMG

1 1/2" = 1'-0"

STC 34

SHEAR WALL - HEAD SHEAR WALL PERPENDICULAR TO ROOF FRMG 1 1/2" = 1'-0"

PARTITION WALL FRMG AT TJI ROOF ROOF FRMG FRMG

1 1/2" = 1'-0"

PARTITION WALL FRMG AT TJI ROOF FRMG

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

18 TYP WOOD STUD WALL BACKING

1 1/2" = 1'-0"

3/4" = 1'-0"

ISSUED

PLYWD SHTHG WO

BATT INSULATION

4" WALL

6" WALL

8" WALL

10" WALL

4" WALL

6" WALL

8" WALL

10" WALL

4x8

6x6

6x8 FLAT

6x10 FLAT

2x4

2x6

2x8

2x10

4x10

6x8

(2) 2x4

(2) 2x6

(2) 2x8

(2) 2x10

10'

4x12

6x10

(3) 2x4

(3) 2x6

(3) 2x8

(3) 2x10

ACOUSTICAL INSULATION

HEADER SCHEDULE

>10'

STUD WALL FRAMING SEE STRUCT

SILL SCHEDULE

SEE PLAN

SEE STRUCT

BATT INSULATION

MAX SPAN "L" 4'

ROOF JOIST 5/8" GYP BOARD

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SEE PLAN "SIMPSON" A34 CLIPS

5/8" GYP BD TYPE 'X'

MARK

1" CLR

BASE PER FIN SCHED

TJI SEE STRUCT

CONC CURB PER PLAN

DEPRESSED CONCRETE SLAB WHERE OCCURS 6"

2x4 CONT W/ 2-16d BOTH ENDS TO TIMBER STRAND BLKG. SEE STRUCT FOR TJI TYP BLKG

SEE STRUCT FOR FRMG CLIP & FASTENERS

ACOUSTIC INSULATION

5 CONT GALV ANGLE BOTH SIDES A-522

FLOOR FIN PER SCHED

POST AT HOLDOWN TO BE CONT TO TOP PLS FRAMING ANCHOR T&B

2x BLKG

5/8" GYP BD TYPE 'X' EACH SIDE (OR) TILE BACKER BD PER FIN SCHED

2x DBL TOP PLATE

DBL CRIPPLE & KING STUDS EA SIDE OF OPNG WHERE "L" EXCEEDS 6'-0"

"L"

WINDOW OPNG SHOWN DASHED

POST WHERE OCCURS, SEE PLAN

DOOR OPNG

2x WD STUDS @ 24" OC

(2) 16D EA END, EA 2x

SILL PER SCHEDULE

FRAMING ANCHOR T&B OF EA KING STUD WHERE "L" EXCEEDS 4'-0"

TJI SEE STRUCT

6" CLR

BASE PER FINISH SCHED

CONC CURB SEE STRUCT

1/2" TYP.

2x TOP PLATE PER STRUCT

DEPRESSED CONC SLAB WHERE OCCURS

CHASE WALL WITH CURB STC 44

2x WD SILL PLATE SEE STRUCT BASE AT NONSTRUCT WALL TYP

5/8" GYP BD

CONT GALV 5 ANGLE A-522 BOTH SIDES

FLR FIN PER SCHED

PARALLEL TO BEAM

STUD WALL

"SIMPSON" DTC AT EA JOIST/BLKG (SLOTTED LEG VERT) PLACE NAILS IN SLOT AT 1/2" FROM BOTTOM OF SLOT DRIVE NAILS IN SLOT TO ALLOW 1/16" GAP BETWEEN NAIL HEAD & CLIP

CONCRETE SLAB

ALT CONNECTION PARALLEL TO BEAM TITLE 1/4" CLR MAX FROM BLOCK TO JOIST AT CLIP

DETAILS - INTERIOR

CHASE WALL NO CURB 1" CLR.

SUSPENDED ACOUSTICAL CEILING SYSTEM

STC 44

1 A-551

#10 PAN HD WOOD SCREW EA SIDE - DO NOT DRIVE TIGHT

1 1/2" MIN

2X BLKG

RUBBER BASE, SEE FINISH SCHEDULE ACOUSTIC SEALANT AT WALLS W/ ACOUSTIC INSULATION

16 GA SLOTTED TRACK W/ WIDTH TO MATCH STUD DEPTH (ICC ESR 1042) W/ # 10 WOOD SCREWS @ 16" OC TO BEAM 1" MIN

CHASE WALL

1 1/2" = 1'-0"

(E)JOIST 2X BLKG @ 24" OC 12" LONG 2X BLOCK W/ (2) 16D TO PL

TYP WALL HEAD FRMG TO TJI @ CLASSROOMS & OFFICES

1 1/2" = 1'-0"

PLUMBED FURRED WALL CONC CURB

3" = 1'-0"

BASE WALL FRMG AT NON-BEARING WALL

PARALLEL TO JOISTS

3" = 1'-0"

1" CLR

WALL FINISH PER SCHED

COVED CERAMIC TILE BASE, SLOPE TO DRAIN

"SIMPSON" DTC AT EA STUD (SLOTTED LEG VERT) PLACE NAILS IN SLOT AT 1/2" FROM BOTTOM OF SLOT DRIVE NAILS IN SLOT TO ALLOW 1/16" GAP BETWEEN NAIL HEAD & CLIP

WALL TYPE PER PLANS

S-_061010_T031A 140127. Q2

1/2" = 1'-0"

ACOUSTICAL INSULATION SHEAR WALL PER STRUCT

5/8" GYP BD

3/4" CL CLR

5/8" GYP BD TYPE 'X' EACH SIDE OR TILE BACKER BOARD (SEE FINISH SCHEDULE PLUMBED FURRED WALL

SEE STRUCT

ACOUSTIC INSULATION WHERE OCCURS

WEB STIFFENER PER STRUCT

CONC CURB & SLAB SEE STRUCT

3" = 1'-0"

2 A-521

SIM BATT INSULATION

COVED CERAMIC TILE BASE, SLOPE TO DRAIN

017294 ?00.00.00? LIONAKIS 2017

TYP FRAMING AT OPENINGS

1 1/4"

NOTE: FOR TYP WALL HEAD TJI INTERSECTION SEE

CERAMIC TILE

HEAD WALL FRMG AT NON-BEARING WALL

1" CLR CL

11 A-521

3" = 1'-0"

TILE BACKER BOARD

1'-6" TYP UNO

DOUBLE WD STUD PLUMBING WALL

WD STUD WALL FRMG AT CONC CURB Q2

ACOUSTIC BATT INSULATION

TILE BACKER BOARD

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AT CURB

2" MAX.

1 A-551

5/8" GYP BOARD CEILING

MANAGEMENT

AGENCY

SUSPENDED ACOUSTICAL CEILING SYSTEM

JOIST FRAMING PER STRUCT

5/15/2019 3:48:34 PM

HEADER PER SCHEDULE

CONDITION AT HOLDOWN

STUD WALL

(3) 16D EA END

2x TOP PLATE W/ BLKG & FRMG CLIP PER STRUCT

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

2x BLKG W/ FRMG CLIP PER STRUCT

5/8" GYP BD

1/2" TYP.

CLR

TJI BLOCKING, SEE STRUCT

1" CLR

TJI, SEE STRUCT

1/2" GAP @ NON BEARING WALLS

WEB STIFFENER PER STRUCT

TIMBER STRAND BLKG SEE STRUCT

WHERE JOISTS ARE 48" OC, PROVIDE DTC EA SIDE OF JOIST

DETAIL

PERPENDICULAR TO JOISTS

NON STRUCT WALL ANCHORAGE 3/4" = 1'-0"

SHEET

A-521

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR

ACOUSTICAL INSULATION PLYWD SHEATHING PER STRUCT

DATE:

5/8" GYP BD 5/8" GYP BD GYP BOARD WHERE OCCURS

DIM POINT

PAF @ 32" OC & 8" FROM ENDS

CONCRETE CURB AS OCCURS

1 9/16"

HANDLE SEE

18 A-522

ACS

✔

07/03/2019

18 A-522

STUD FRMG/BLKG AS REQUIRED

DIM POINT

WINDOW TREATMENT PER DOOR SCHED 1" 1 9/16"

1 15/16"

FLS

DIM POINT

SEMI-RECESSED FIRE EXTINGUISHER CABINET

HOLLOW METAL FRAME

1/2"

STUD FRMG PER STRUCT

HANDLE SEE

HOLLOW METAL FRAME

5/8"

1/2"

PLYWOOD SHEATHING, WHERE OCCURS

5/8"

1 15/16"

ALUM CAP MOLDING

GLAZING STOP PAINT TO MATCH DOOR FRAME

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

PLY WD SHEATHING PER STRUCT

FABRIC COVERED TACKABLE WALL PANEL SYSTEM PER INT FIN SCHED

GLAZING SET IN CONT SEALANT BED SEE SCHED

1/2" CLR WHERE GYP BOARD OCCURS (0" AT STUD WIDTHS 4" OR LESS)

ACOUSTICAL INSULATION 5/8" GYP BD

WIDTH TO FIT WALL TYPE WIDTH TO FIT WALL TYPE

SEE FLOOR PLANS AND A-521

SEE FLOOR PLANS & A-521

INTERIOR DOOR HEAD

3" = 1'-0"

TYP GYP BOARD ATTACHMENT AT CURB S-_092216_T008A 150807. Q2

1 1/2" = 1'-0"

INTERIOR WINDOW HEAD

3" = 1'-0"

6" = 1'-0"

1 1/2" = 1'-0"

FOR BLOCKING SEE STRUCT

SEAL D A RCH SE I E N A N McM TE H U T A

PRESSED METAL FRAME

48" AFF TO HANDLE

DIM POINT HOLLOW METAL FRAME

JAMB FRAME ANCHORS BEYOND. MIN. (2) ANCHORS EA SIDE, ANCHORED TO JAMB STUD(S) W/ MIN (4) #10 WOOD SCREWS, (2) EA SIDE OF EA ANCHOR, MIN 11/2" EMBED INTO JAMB STUD(S) PER SPECIFICATIONS

JAMB FRAME ANCHORS BEYOND

DOOR SEE SCHED

DOOR - SEE SCHED

WD STUD FRMG & BLKG GLAZING STOP PAINT TO MATCH DOOR FRAME

WIDTH TO FIT WALL TYPE

SEE FLOOR PLANS & A-521

3" = 1'-0"

INTERIOR WINDOW DOOR SIDELITE JAMB

3" = 1'-0"

LI J ON C

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

ACOUSTICAL INSULATION 5/8" GYP BD

3'-0" AFF

CLIENT

GYP BD WALL FINISH

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

INT WINDOW JAMB (SILL SIM)

3" = 1'-0"

MARKERBOARD

6" = 1'-0"

FLAT BLKG TYPE "A"

PER FLOOR PLAN & A-521

VERT HANGER PER

18 A-521

FASTEN BRACKETS TO BLKG W/ #10 FHWS SCREWS T&B @ 24" O.C. AND MAX 3" FROM EA. END (MIN EMBED 1 1/2")

5/8" GYP BD

GLAZING SET IN CONT SEALANT BED, SEE SCHED

1 A-551

SECTION AT SEMI-RECESSED CABINET - SECTION 1 1/2" = 1'-0"

WIDTH TO FIT WALL TYPE

Q2 INTERIOR/ EXTERIOR PER PLAN

16d T&B @ 12" OC

5/8"

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

WALL MOUNT BRACKET PER MANUF. MOUNT TIGHT TO WINDOW/ STOREFRONT HEAD.

PROJECTION SCREEN CASING

GLAZING STOP, PAINT TO MATCH FRAME

INTERIOR

(2) #12 SST FHWS SCREWS @ 12" OC (MAX 6" FROM ENDS) - 1" MIN EMBED INTO STRUCTURE

HOLLOW METAL FRAME

SUSPENDED ACST CLG RUNNER

R E

PLY WD SHEATHING PER STRUCT

GLAZING SET IN CONT SEALANT BED SEE SCHED

WIDTH TO FIT WALL TYPE

INTERIOR DOOR JAMB

HOLLOW METAL FRAME

C23603

SEMI-RECESSED FIRE EXTINGUISHER CABINET

MARKERBOARD

GLAZING STOP PAINT TO MATCH DOOR FRAME

STUD FRMG PER STRUCT

BLOCKING AS REQUIRED

JAMB FRAME ANCHORS BEYOND. MIN. (2) ANCHORS EA SIDE, ANCHORED TO JAMB STUD(S) W/ MIN (4) #10 WOOD SCREWS, (2) EA SIDE OF EA ANCHOR, MIN 1-1/2" EMBED INTO JAMB STUD(S) PER SPECIFICATIONS

HOLLOW METAL FRAME

5/8" GYP BD

5/8" GYP BD JAMB STUDS PER STRUCT

PLYWD SHEATHING PER STRUCT

JAMB STUDS PER STRUCT

5/8" GYP BD

CT Y R RT

5/8" GYP BD

#10 FHWS W/ 1 1/2" MIN EMBED @ 16" OC W/ (OR) #12x2" SDST SCREW @ 16" OC TOP & BOT

5/8" GYP BD

ACOUSTICAL INSULATION

GLAZING SET IN CONT. SEALANT BED SEE SCHED

PLYWD SHEATHING PER STRUCT

ACOUSTICAL INSULATION SEE WALL TYPES A-521

SECTION AT SEMI-RECESSED CABINET - PLAN

CABINET MFR

GYP BD TO TACKABLE WALL PANEL TRANSITION

VERIFY PER

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

HEADER PER STRUCT CONT L3/4X1 1/2X22 GA (LLV) GALV SHEET METAL

HEADER PER STRUCT

WOOD STUD WALL, SEE PLANS

5/8" GYP BD

CABINET MFR

5/8" GYP BD 5/8" GYP BD

5/8" GYP BD PER WALL TYPE SEE FLOOR PLANS

VERIFY PER

ACOUSTICAL INSULATION

PLYWD SHEATHING PER STRUCT

✔

DIM POINT SEE RCP

WALL ANGLE PER

10"

B 3 A-551

ROLLER TUBE AND SHADE BAND ASSEMBLY (MAX 20 LBS)

5/8" GYP BD TYPE 'X" SOFFIT

DIM POINT

8'-0" AFF

CONTINOUS SELEANT BED

BOX HEADER PER STRUCT

ALUM BRACKETS PROVIDED BY MNFR

BLKG TYPE "A" PAINT TO MATCH WALL FIN 1/4" "HILTI" KWIK BOLT "TZ" POST INSTALLED ANCHOR W/ 2" MIN EMBED 12" OC & 6" FROM ENDS PER ESR-1917

WALL FINISH @ SUSP. CLG.NG

3" = 1'-0"

INTERIOR HMF GLAZING SILL 0540_XXXX_DOOR & WINDOW_04

3" = 1'-0"

PROJECTION SCREEN WALL MOUNT

6" = 1'-0"

AGENCY

0520_1224_WINDOW COVERING_05

3" = 1'-0"

INTERIOR

(2) #12 SST FHWS SCREWS @ 12" OC (MAX 6" FROM ENDS) - 1" MIN EMBED INTO STRUCTURE WALL MOUNT BRACKET PER MANUF. MOUNT ABV SUSPENDED CLG

ACOUSTICAL INSULATION STUD WALL FRAMING SEE STRUCT CARPET, SEE FINISH SCHEDULE

CARPET SEE FIN SCHED

CONC FLOOR SLAB

VCT OR SHEET VINYL

P-LAM PER FIN SCHED O/ 3/4" MDF BD SUBSTRATE

5/8" GYP BD TYPE 'X'

CONC CURB PER STRUCT 2 1 MAX

BASE PER FINISH SCHED

1/2" TYP.

CONT GALV ANGLE BOTH SIDES

TITLE

DETAILS - INTERIOR

CLOSURE FASCIA - COLOR TO MATCH WALL / SUSPENDED CEILING

5 A-522

SHADECLOTH - SIZE TO COVER WINDOW COMPLETELY; BLOCK OUT AROUND DOORS

FLR FIN PER SCHED CL

SEE CLG PLANS

ROLLER TUBE AND SHADE BAND ASSEMBLY (MAX 20 LBS) 6"

1/2" MAX

1/2".

CONCRETE

MAX

1 MAX

VCT, OR SHEET VINYL SEE FIN SCHED

BLACK RUBBER TRANSITION STRIP

OPENING HEIGHT

DOOR SEE SCHED

HEMBAR SEALED INSIDE SHADECLOTH

5/15/2019 3:48:35 PM

WINDOW/STOREFRONT PER PLAN

017294 ?00.00.00? LIONAKIS 2017

DOOR SEE SCHED

1 MAX

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

ROLLER SHADE - WALL MOUNTED

DOOR (WHERE OCCURS), SEE SCHEDULE

SHADECLOTH - SIZE TO COVER WINDOW COMPLETELY; BLOCK OUT AROUND DOORS

WINDOW/STOREFRONT PER PLAN

INTERIOR/ EXTERIOR PER PLAN

MANAGEMENT

HEMBAR SEALED INSIDE SHADECLOTH

PICTURE SURFACE

1/2" MAX

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

WINDOW PER SCHED

CLOSURE FASCIA - COLOR TO MATCH WALL / SUSPENDED CEILING

VCT TRANSITION

6" = 1'-0"

CARPET/VCT TRANSITION

6" = 1'-0"

TRANSITION- CARPET/CONCRETE 6" = 1'-0"

0520_0960_TRANSITION_05 Q1

P-LAM BASE DETAIL

3" = 1'-0"

ROLLER SHADE - WALL MOUNTED SUSPENDED CLG 3" = 1'-0"

0520_1224_WINDOW COVERING_05

SHEET

A-522

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

0 1/4" 1/2"

PARTITION CONFIGURATION DIAGRAMS (FOURTH CHARACTER DESIGNATOR)

PARTITION TYPE SYMBOL KEY

PARTITION TYPE GENERAL NOTES

REVIEWED FOR SS

✔

DATE:

FIRE RATING

CORE MATERIAL

PARTITION CONFIGURATION CLG TYP

VARIATION

SEE PLAN

1S4A

SINGLE GYP BD BOTH SIDES TO STRUCTURE

SINGLE GYP BD ONE SIDE TO STRUCTURE

PARTITION TO STRUCTURE SINGLE GYP BD BOTH SIDES, 6" ABOVE CEILING

PARTITION 6" ABOVE CEILING

PARTITION TO BOTTOM SIDE OF CEILING

SINGLE GYP BD BOTH SIDES, 6" ABOVE CEILING

SINGLE GYP BD BOTH SIDES TO BOTTOM SIDE OF CEILING

SINGLE GYP BD ONE SIDE 6" ABOVE CEILING

PARTITION - PARTIAL HEIGHT SINGLE GYP BD BOTH SIDES TO TOP OF PARTITION

PARTITION TO STRUCTURE DOUBLE GYP BD BOTH SIDES TO STRUCTURE

PARTITION TO STRUCTURE DOUBLE GYP BD ONE SIDE TO STRUCTURE

M ADJACENT WALL SEE PLAN

ADJACENT WALL SEE PLAN

SEE PLAN

SINGLE GYP BD BOTH SIDES TO STRUCTURE

DESIGNATOR 0 1 2 3 4

SECOND CHARACTER

DESIGNATOR C D E F H M S T W Z

PARTITION FURRING TO STRUCTURE

PARTITION FURRING 6" ABOVE CEILING

SINGLE GYP BD ONE SIDE TO STRUCTURE

SINGLE GYP BD ONE SIDE 6" ABOVE CEILING

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

1S4A S

8. GYPSUM BOARD SHALL BE FIRE RESISTANT, TYPE 'X' UNO. FIRE RATED PARTITIONS SHALL BE CONSTRUCTED PER CBC, TABLE 720.1(2).

CORE MATERIAL CONCRETE DETENTION WALL EXISTING FURRING - WOOD STEEL HAT CHANNELS MASONRY STEEL STUD SHAFTWALL STUD WOOD STUD STEEL ZEE CHANNELS

9. PROVIDE MOISTURE RESISTANT GYP BOARD AT PARTITIONS IN WET AREAS (FLOOR TO FINISH CEILING) INCLUDING BUT NOT LIMITED TO THE FOLLOWING ROOMS A. B. C. D. E. F. G.

TOILET ROOMS JANITOR CLOSETS OUTSIDE AIR SHAFTS MECHANICAL ROOMS DRINKING FOUNTAIN ALCOVES KITCHENS LOCKERS

PROVIDE CEMENTITIOUS BACKER BOARD AT WET AREAS SCHEDULED WITH TILE FINISH. 10. PROVIDE ACOUSTICAL TREATMENT AT PARTITIONS WITH ACOUSTIC INSULATION.

PARTITION TO STRUCTURE NO GYP BD

PARTITION 6" ABOVE CEILING NO GYP BD

PARTITION - PARTIAL HEIGHT NO GYP BD

PARTITION TO STRUCTURE

FILL STUD CAVITIES & RUN INSULATION CONTINUOUS AROUND COLUMNS & OTHER OBSTRUCTIONS TO FORM A CONTINUOUS ACOUSTIC BARRIER.

1S4A 4

F 3/4" 1 1/2" 2 1/2"

PARTITION TO STRUCTURE

SHAFT LINER ONE SIDE TO STRUCTURE

DOUBLE GYP BD ONE SIDE TO STRUCTURE

SINGLE GYP BD ONE SIDE TO STRUCTURE

SEE ELEVATIONS

H 3/4" 1 1/2" 2 1/2"

4" 6" 8" 10" 12" 1S4A A

CORE MATERIAL SIZE M S T 1 5/8" 2 1/2" 3 5/8" 2 1/2" 4" 4" 5 5/8" 6" 6" 7 5/8" 8" 9 5/8" 10" 12" 11 5/8"

DESIGNATOR A B C D E F G H J K L M P S W

1S4A

VARIATION MATERIAL MOISTURE RESISTANT GYP BD CEMENTITIOUS BACKER BD GYP BD, ADDITIONAL LAYER REMOVE GYP BD SOUND DAMPENING GYP BD HI-IMPACT GYP BD PLYWOOD LEAD BACKED GYP BD LAMINATED HI-IMPACT GYP BD RIGID INSULATION BULLET RESISTANT COMPOSITE PANELS WITHOUT ACOUSTIC INSULATION PARTITION SMOKE FIRE

-INSTALL ACOUSTICAL SEALANT AT PARTITION HEAD, SILL & JAMB TRANSITIONS, AS WELL AS AT PENETRATIONS THROUGH THE GYPSUM BOARD MEMBRANE INCLUDING PENETRATIONS AT MOUNTING FASTENERS. FIRE STOPPING REQUIREMENTS SHALL SUPERCEDE ACOUSTIC TREATMENT. GYPSUM BOARD SILL & JAMB EDGES TERMINATING AT DISSIMILAR MATERIAL (CMU, CONCRETE, METAL PANEL , ETC) SHALL ALLOW 1/4" CONTINUOUS GAP AND BE SEALED AIRTIGHT WITH AN ACOUSTIC SEALANT. THE BACK AND SIDES OF DUPLEX ELECTRICAL OUTLETS, TELEPHONE OUTLETS, CABLE TV OUTLETS, FIRE ALARM DEVICES, THERMOSTATS, ETC, SHALL BE SEALED WITH FIRE STOP PUTTY PADS AS SPECIFIED FOR FIRE RATED ASSEMBLIES. ELSEWHERE, BACK-TO-BACK OUTLET BOXES TO BE SEPARATED BY ONE EMPTY STUD SPACE AND A MINIMUM OF 16 INCHES.

SEAL D A RCH SE I E N A N McM TE H U T A

C23603 T

FIFTH CHARACTER

3 1/2" 5 1/2" 7 1/4" 9 1/4" 11 1/4"

Z 7/8" 1 1/2"

SEE PARTITION CONFIGURATION DIAGRAMS AT LEFT

A. INSTALL ACOUSTIC BATT INSULATION, FULL WIDTH, DEPTH, AND HEIGHT. W

R E

11. PARTITIONS INDICATED AS FIRE OR SMOKE RATED FORM A SEPARATION THAT SHALL BE CONTINUOUS FROM FLOOR TO STRUCTURE ABOVE WITH NO BREAKS AT CONCEALED SPACES, COLUMNS, TRANSITIONS OR OTHER OBSTRUCTIONS. 12. PENETRATIONS THROUGH RATED PARTITIONS SHALL BE SEALED WITH UL LISTED FIRE/SMOKE STOP ASSEMBLY. 13. SEE PARTITION PRIORITY LEGEND FOR PRIORITIZATION OF INTERSECTING PARTITIONS.

CT Y R RT

DESIGNATOR 1 2 3 4 6 8 10 12

FOURTH CHARACTER

7. IN CASES WHERE TWO DIFFERENT CEILING HEIGHTS ABUT PARTITIONS, THE PARTITION SHALL EXTEND ABOVE THE HIGHEST CEILING INDICATED.

SEE PLAN

SIZES

DOUBLE GYP BD BOTH SIDES TO STRUCTURE

11S4A

FIRE RATING NON-RATED 1 HR 2 HR 3 HR 4 HR

THIRD CHARACTER PARTITION TO STRUCTURE

SEE PLANS FOR STRUCTURE ABOVE NOTED IN PARTITION CONFIGURATION DIAGRAMS.

5. THE PARTITION TYPE ABOVE OR BELOW ANY OPENING IS TO BE THE SAME AS THAT SCHEDULED FOR EITHER SIDE OF THE OPENING, UNO.

PARTITION SYMBOL DESIGNATORS

ADJACENT WALL SEE PLAN

SEE PLAN

6. DIFFERING PARTITION TYPES SHALL ALIGN SO THAT PARTITION FINISH PLANES CONTINUE UNBROKEN WITHIN AND/OR ACROSS SPACES.

FIRST CHARACTER

EXAMPLE GIVEN: REFERS TO A PARTITION THAT IS 1 HOUR, STEEL STUD, 4", FULL HEIGHT TO DECK, GYP BD BOTH SIDES WITH LAMINATED HI-IMPACT GYP BD

PARTITION TO STRUCTURE

SINGLE GYP BD ONE SIDE TO STRUCTURE

SEE ELEVATIONS

3. PARTITION TYPES AS NOTED BY THE SYMBOL CONTINUE BETWEEN ROOM/SPACE CORNERS OR ANY INTERSECTING PARTITION.

PARTITION TO STRUCTURE

07/03/2019

PARTITION TO STRUCTURE

✔

2. THE CONSTRUCTION OF EXTERIOR WALLS ARE SHOWN ON WALL SECTIONS & CORRESPONDING DETAILS. PARTITION SYMBOLS ARE ONLY USED TO SHOW INTERIOR CONDITIONS, INCLUDING INTERIOR FURRING OF EXTERIOR WALLS.

CORE SIZE

EN . 08 - 3 1 - 1 O F OF CAL I 9

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

STRUCT ABOVE TYP

ACS

✔

FLS

1. REFER TO THE FLOOR PLANS FOR PARTITION TYPE SYMBOLS. A PARTITION TYPE IS INDICATED BY A SYMBOL CONTAINING THE PARTITION IDENTIFICATION WHICH REFERS TO A SPECIFIC ASSEMBLY INDICATED ON THIS SHEET.

LI J ON C

STANDARD PARTITION CONFIGURATIONS A B

INC:

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

PARTITION TYPE SHEET NOTES

ISSUED

MARK 2.

SHAFT WALL STUDS ARE 20 GAUGE SPACED AT 24" OC, UNO.

WOOD STUDS ARE 2X SPACED @ 16" OC, UNO.

PARTITIONS NOT IDENTIFIED WITH A SYMBOL ON PLANS SHALL BE:

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

0W4A A

5. TYPICAL PARTITIONS AROUND INTERIOR COLUMNS, UNO. 0W2L

MANAGEMENT

5/15/2019 3:48:36 PM

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

AGENCY

PARTITION PRIORITY LEGEND DOOR FRAME (AS APPLICABLE)

LOWER PRIORITY PARTITION HIGHER PRIORITY PARTITION

HIGHER PRIORITY PARTITION

HIGHER PRIORITY PARTITION TITLE

LOWER PRIORITY PARTITION

PARTITION TYPES & SCHEDULE

PARTITION PRIORITY LEGEND FOUR HOUR FIRE AND/OR SMOKE PARTITION THREE HOUR FIRE AND/OR SMOKE PARTITION TWO HOUR FIRE AND/OR SMOKE PARTITION TWO HOUR FIRE PARTITION TWO HOUR SHAFTWALL ONE HOUR FIRE AND/OR SMOKE PARTITION ONE HOUR FIRE PARTITION NON-RATED PARTITION

PRIORITY 1 (HIGHEST) PRIORITY 2 PRIORITY 3 PRIORITY 4 PRIORITY 5 PRIORITY 6 PRIORITY 7 (LOWEST)

NOTE: 1. ALL PARTITIONS MAY NOT BE USED, SEE PLANS. 2. PARTITIONS WITH HIGHER ASSIGNED PRIORITY SHALL BE CONTINUOUS THROUGH INTERSECTIONS.

SHEET

A-531

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

1 1/2"

WINDOW TREATMENT PER WIND SCHED SEE A-621

SHIM AS REQ W/SEALANT BACKER ROD

4 1/2"

INSULATED GLASS

INT

ALUMINUM FRAMED SYSTEM

EXT.

ALUMINUM FRAMED SYSTEM

3" = 1'-0"

STOREFRONT DOOR TRANSOM

5/8" GYP BD TYPE 'X'

LINE OF GYP BD WALL BELOW

WD STUD FRMG PER STRUCT

1 FOR ADDL INFO A-542

EXT.

STOREFRONT WINDOW HEADER SIDING 3" = 1'-0"

JAMB POSTS PER STRUCT

INSULATED GLASS ALUMINUM FRAMED SYSTEM

INT.

SEE DTL

2 FOR ADDL INFO A-542

STOREFRONT WINDOW HEADER PLASTER 3" = 1'-0"

5/8" TYPE 'X' GYP BD

5/8" GYP BD

JAMB STUDS PER STRUCT

CORNER BEAD TYP

ALUMINUM FRAMED SYSTEM

JAMB STUDS PER STRUCT

ATTACHMENTPER PER ATTACHMENT STOREFRONTMANUF. MANUF.MIN STOREFRONT 1-1/2" EDGE DISTANCE, TYP.

ATTACHMENTPER PER ATTACHMENT STOREFRONTMANUF. STOREFRONT MANUF. MIN 1-1/2" EDGE DISTANCE, TYP.

ATTACHMENT ATTACHMENT PER PER STOREFRONT STOREFRONT MANUF. MIN 1-1/2" EDGE MANUF. DISTANCE, TYP.

4 1/2"

1" INSULATED CLEAR ANODIZED INFILL PNL

EXTEND BUILDING WRAP AROUND OPENING

JAMB STUDS PER STRUCT

C23603 ATTACHMENT ATTACHMENTPER PER STOREFRONT STOREFRONTMANUF. MANUF. MIN 1-1/2" EDGE DISTANCE, TYP.

INSULATED GLAZING

ALUM BRAKESHAPE FIN TO MATCH ADJACENT ALUM FRAMED SYSTEM

SHIM AS REQ. W/ SEALANT BACKER ROD 17 A-511

9 A-511

SHIM AS REQ. W/SEALANT BACKER ROD

SEE DTL

PLASTER CASING J-BEAD MOLDING

SHIM AS REQ. SEALANT BACKER ROD

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

ALUMINUM J-MOLDING

1 A-542

3/16"

FIBER CEMENT SIDING O/ (2) LAYERS BLDG 9 WRAP A-511

3" = 1'-0"

STOREFRONT DOOR JAMB PLASTER

ALUMINUM J-MOLDING

SEE DTL

3" = 1'-0"

5/8" GYP BD

4 1/2"

SHIM AS REQ. W/SEALANT BACKER ROD

LINE OF SILL BELOW

ALUMINUM FRAMED SYSTEM

WINDOW TREATMENT PER WIND SCHED SEE A-621

SST #14 WD SCREWS ATTACHMENT PER @ 12" OC & 6" FROM STOREFRONT MANUF. ENDS TYPEDGE MIN 1-1/2" DISTANCE, TYP.

SST #14 WD SCREWS @12" OC MAX & 6" FROM ENDS TYP

COMPRESSED NEOPRENE PAD W/ ACOUSTICAL SEALANT EACH SIDE

DOOR STOP

2 PIECE ALUM METAL EDGE TRIM PAINT TO MATCH ADJACENT WALL FINISH

INSULATED GLAZING ALUMINUM FRAMED SYSTEM

DOOR - SEE SCHEDULE

9 A-511

SHIM AS REQ, SEALANT BACKER ROD

ALUM BRAKESHAPE TO MATCH ADJACENT ALUM FRAMED SYSTEM

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

GALV DRIP SILL PAN FLASHING PAINT TO MATCH ADJACENT FRAME

5/8" GYP TYPE 'X' FIN PER INT ELEV

SHIM AS REQ. W/ SEALANT BACKER ROD

ALUM J-MOLDING

3" = 1'-0"

ALUMINUM FRAMED SYSTEM

2x3 FRMG FILLER

INSULATED GLAZING

ALUMINUM FRAMED GLAZING SYSTEM

WD STUD FRMG PER STRUCT JAMB POSTS PER STRUCT

THERMAL INSUL MANAGEMENT

PLY WD SHEATHING PER STRL

STOREFRONT SILL - SIDING

3" = 1'-0"

STOREFRONT SILL - PLASTER 3" = 1'-0"

4 1/2"

CONCRETE SIDEWALK SLOPE PER CIVIL

ANOD. ALUMINUM FLASHING, SET IN CONT BED OF MASTIC ON SLAB, TYP.

TYP EDGE OF BLDG SLAB

1/4"

CONCRETE SIDEWALK SLOPE PER CIVIL

FLR FIN PER SCHED

SHIM AS REQ W/SEALANT BACKER ROD

4 1/2"

ATTACHMENT ATTACHMENT PER PER STOREFRONT STOREFRONT MANUF. MANUF. MIN 2" EDGE DISTANCE, TYP.

ALUMINUM FRAMED SYSTEM W/ SILL PAN

ATTACHMENTPER PER ATTACHMENT STOREFRONT STOREFRONT MANUF.MIN 2" EDGE MANUF. DISTANCE, TYP.

1 7/8" 2"

TITLE

FLR FIN PER SCHED

SHIM AS REQ W/SEALANT BACKER ROD

TYP EDGE OF SLAB AT STOREFRONT

CONT BACKER ROD & SEALANT

DETAILS - DOOR AND WINDOW

TYP EDGE OF SLAB AT STOREFRONT

SHIM AS REQ SEALANT BACKER ROD

CLERESTORY STOREFRONT JAMB TO MULLION

3" = 1'-0"

STOREFRONT DOOR JAMB @ GLAZING

3" = 1'-0"

017294 ?00.00.00? LIONAKIS 2017

AGENCY

ANOD. ALUMINUM FLASHING

1" INSULATED CLEAR ANODIZED INFILL PNL (OR) INSUL GLAZ W.O.

ALUMINUM FRAMED GLAZING SYSTEM

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

SEE FLOOR PLANS

1 7/8" 2"

ALUM BRAKESHAPE FIN TO MATCH ADJACENT ALUM FRAMED SYSTEM

5/8" GYP BD TYPE 'X'

PLASTER CASING JBEAD MOLDING

SEE FLOOR PLANS

ALUMINUM FRAMED SYSTEM W/ SILL PAN

4 1/2"

ALUMINUM FRAMED SYSTEM

GALV DRIP SILL PAN FLASHING PAINT TO MATCH ADJACENT FRAME

1" INSULATED CLEAR ANODIZED INFILL PNL

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SILL FRMG PER STRUCT

4 1/2"

ALUMINUM DOOR SEE SCHEDULE

DIM POINT

9 A-511

INSULATED GLAZING ALUM FRAMED OPERABLE GLAZING SYSTEM

DATE 01/04/2019 05/17/2019

CONT BACKER ROD & SEALANT

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG 17 WRAP A-511

ALUM FRAMED OPERABLE GLAZING SYSTEM

MARK

CORNER BEAD TYP

THERMAL INSUL

INTEGRAL DOOR STOP WITH ALUMINUM FRAMED SYSTEM

5/8" GYP BD TYPE 'X'

LINE OF GYP BD SILL BELOW

5/8" GYP BD TYPE 'X'

SHIM AS REQ. W/SEALANT BACKER ROD

CONT BACKER ROD & SEALANT

ISSUED

ATTACHMENT PER PER ATTACHMENT STOREFRONT MANUF. STOREFRONT MANUF. MIN 1-1/2" EDGE DISTANCE, TYP.

4 1/2"

1/2"

3" = 1'-0"

WALL PERP TO STOREFRONT MULLION

ALUMINUM FRAMED SYSTEM W/SILL PAN

STOREFRONT DOOR JAMB SIDING

CLERESTORY JAMB FRAMING @ MULLION

3" = 1'-0"

ATTACHMENT PER PER ATTACHMENT STOREFRONT MANUF. STOREFRONT MANUF. MIN 1-1/2" EDGE DISTANCE, TYP.

5/8" GYP BD TYPE 'X'

PLASTER CASING JBEAD MOLDING

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

FOR ADDL INFO

SILL FRMG PER STRUCT

PLY WD SHEATHING PER STRL

5/15/2019 3:48:37 PM

DIM POINT

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

4 1/2"

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

SEE STRUCT FOR WALL SUPPORT

2 A-542

STOREFRONT JAMB - PLASTER

CORNER BEAD TYP

GLAZING

2x6 WD STUD FRMG

PLUMBED FURRED WALL

CLIENT

ALUMINUM FRAMED SYSTEM W/SILL PAN

JAMB STUDS PER SRUCT.

3" = 1'-0"

5/8" TYPE 'X' GYP BD

JAMB POST PER STRUCT

FOR ADDL INFO

STOREFRONT JAMB - SIDING

CORNER BEAD TYP

SELF ADHERED FLASHING WRAP AROUND OPENING O/BLDG WRAP

1 A-542

770 DIAMOND AVE RED BLUFF, CA 96080

SHIM AS REQ'D W/ SEALANT BACKER ROD

17 A-511

SELF ADHERED FLASHING WRAP AROUND OPENING O/BLDG WRAP

FOR ADDL INFO

ANODIZED PANEL STOREFRONT JAMB - SIDING

3" = 1'-0"

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

SHIM AS REQ. W/SEALANT BACKER ROD

EN . 08 - 3 1 - 1 O F OF CAL I

TEHAMA CENTER STUDENT SERVICES

ALUMINUM FRAMED SYSTEM

SEE DTL

CLERESTORY WINDOW JAMB TO MULLION

ALUMINUM FRAMED SYSTEM

1/2"

SELF ADHERED FLASHING WRAP AROUND OPENING O/BLDG WRAP

DIM POINT

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

ALUMINUM FRAMED SYSTEM

3/16"

DIM POINT

DOOR - SEE SCHEDULE

2X3 FRMG FILLER

ALUMINUM FRAMED SYSTEM

R E

PROJECT

C SELF ADHERED FLASHING WRAP AROUND OPENING O/BLDG WRAP

EXTEND BUILDING WRAP AROUND OPENING

D A RCH SE I E N A N McM TE H U T A

DOOR STOP

SEAL

CT Y R RT

2 LAYERS OF PLY WD FILLER

3" = 1'-0"

SEE DTL

INT.

4 1/2"

CLERESTORY STOREFRONT HEADER

CONSULTANT

EXT

WINDOW TREATMENT PER WIND SCHED SEE A-621

SHIM AS REQ W/SEALANT BACKER ROD

INSULATED GLASS

4 1/2"

SHIM AS REQ W/SEALANT BACKER ROD

ALUMINUM DOOR SEE SCHEDULE

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CORNER BEAD TYP.

GALV METAL DRIP FLASHING PAINT TO MATCH ADJACENT FRAME

4 1/2"

GALV METAL DRIP FLASHING PAINT TO MATCH ADJACENT FRAME

ATTACHMENT ATTACHMENT PER PER STOREFRONT STOREFRONT MANUF. MANUF. MIN 1-1/2" EDGE DISTANCE, TYP.

WEEP SCREED TYP AT ALL HEADERS

CORNER BEAD TYP.

GALV METAL DRIP FLASHING PAINT TO MATCH ADJACENT FRAME

07/03/2019

WINDOW TREATMENT PER WIND SCHED SEE A-621

✔

TYP GALV MTL DRIP FLASHING

WEEP SCREED TYP AT ALL HEADERS

DIM POINT

BOX HEADER PER STRUCT

6" SELF ADHERED FLASHING O/GALV MTL DRIP FLANGE

ATTACHMENT ATTACHMENT PER PER STOREFRONT STOREFRONT MANUF. MANUF. MIN 1-1/2" EDGE DISTANCE, TYP.

ALUMINUM FRAMED SYSTEM

SELF ADHERED FLASHING WRAP AROUND OPENING O/ BLDG WRAP

6" SELF ADHERED FLASHING O/GALV MTL DRIP FLANGE

ATTACHMENT ATTACHMENT PER PER STOREFRONT STOREFRONT MANUF. MIN 1-1/2" EDGE MANUF. DISTANCE, TYP. CORNER BEAD TYP

5/8" GYP BD

ACS

✔

1 1/2"

TYP GALV MTL DRIP FLASHING

BOX HEADER PER STRUCT

17 A-511

1 1/8"

FLS

SELF ADHERED FLASHING WRAP AROUND OPENING O/ BLDG WRAP

INSULATED GLAZING

DIM POINT

5/8" GYP BD

DATE:

THERMAL INSULATION

LI J ON C

4 1/2"

BOX HEADER PER STRUCT

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

✔

1/2"

5/8" GYP BD

6" SELF ADHERED FLASHING O/GALV MTL DRIP FLANGE

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

1 1/8"

1/2"

EXTERIOR CEMENT PLASTER O/ SELF-FURRING MTL LATH O/ (2) LAYERS BLDG 17 WRAP A-511 SELF ADHERED FLASHING WRAP AROUND OPENING O/ BLDG WRAP

THERMAL INSULATION

EXTENDED BUILDING WRAP AROUND OPENING

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

EXTENDED BUILDING WRAP AROUND OPENING

0 1/4" 1/2"

REVIEWED FOR

EXTENDED BUILDING WRAP AROUND OPENING

STOREFRONT VERT & HORIZ MULLION

3" = 1'-0"

SHEET

STOREFRONT SILL @ INSULATED INFILL PNL

3" = 1'-0"

A-541

STOREFRONT SILL AT SLAB 3" = 1'-0"

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR

PLYWD SHEATHING PER STRUCT SEE FLOOR PLANS

SEE FLOOR PLANS

CEMENT PLASTER SYSTEM O/ BLDG WRAP

BACKER ROD W/ CONT BEAD SEALANT

GALV DRIP FLASHING PAINT TO MATCH ADJACENT FRAME

ALUM J-MOLDING D

GALV DRIP FLASHING PAINT TO MATCH ADJACENT FRAME

HEADER FRMG PER STRUCT

DOOR FRAME ANCHOR

DIM POINT

MECH WELL SIDE

GALV MTL DRIP FLASHING PAINT TO MATCH ADJACENT FRAME

FIBER CEMENT SOFFIT

DIM POINT

HEADER FRMG PER STRUCT

SINGLE PLY CLADDING HMF FRAME MULLION TYP PAINT P8

DOOR FRAME ANCHOR

DIM POINT

BACKER ROD W/ CONT SEAL BEAD

1"x1" GALV FLASHING CLIP

FIBER CEM SIDING DOOR DRIP GUARD

DOOR PER SCHED

DOOR PER SCHED HMF PER

HSS 6x6x1/2 PAINT TO MATCH LOUVER AND FRAME

3 A-542

HMF PER

HMF LOUVER AND FRAME TYP PAINT P8

3 A-542

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

CL EXT.

TYP FLASHING AT WINDOW/DOOR HEAD

3" = 1'-0"

INT.

HM DOOR - HEAD AT PLASTER

3" = 1'-0"

LOUVER MULLION

3" = 1'-0"

HMF PER

DOOR PER SCHED

HSS 6x6x1/2 PAINT TO MATCH LOUVER

TYP GALV MTL DRIP FLASHING

3" = 1'-0"

HM DOOR - JAMB AT SIDING

3" = 1'-0"

PROJECT

HSS 6x6x1/2 PAINT TO MATCH LOUVER

TEHAMA CENTER STUDENT SERVICES

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

770 DIAMOND AVE RED BLUFF, CA 96080

HM DOOR - JAMB AT PLASTER

3" = 1'-0"

LOUVER TO LOUVER JAMB AT CORNER AT MECH WELL

3" = 1'-0"

HMF LOUVER AND FRAME TYP. PAINT P8

CLIENT

PLAN VIEW

EN . 08 - 3 1 - 1 O F OF CAL I

1/2"

R E

DIM POINT

3 A-542

1 1/2"

TYP FLASHING AT WINDOW/DOOR HEAD

SINGLE PLY CLADDING

3 A-542

D A RCH SE I E N A N McM TE H U T A

HMF PER

1 1/8"

CONT SEALANT & BACKER ROD

1"x1" GALV FLASHING CLIP

BACKER ROD W/ CONT BEAD SEALANT

SEAL

C23603

CONT CAULKING DOOR FRAME ANCHOR

DOOR PER SCHED

SINGLE PLY ROOFING O/ PLY WD SHEATHING

EXTERIOR CEMENT PLASTER O/ SELFFURRING MTL LATH O/ (2) LAYERS BLDG WRAP

MECH WELL SIDE

JAMB FRMG PER STRUCT

DIM POINT

SEALANT & BACKER ROD

THERMAL INSULATION

DOOR FRAME ANCHOR

DIM. POINT

WINDOW FRAME

17 A-511

MECH WELL SIDE

ALUM J MOLDING

CEMENT PLASTER SYS O/BLDG WRAP

PLYWD SHTHG PER STRUCT

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

5/8" GYP BD TYPE 'X'

PLASTER CASING J-BEAD MOLDING

CONT CAULKING

SELF ADHERED FLASHING WRAP AROUND OPENING O/BLDG WRAP

CEM PLAS ALUM REVEAL SEE EXT ELEV

JAMB FRMG PER STRUCT

CEMENT PLASTER SYSTEM O/ BLDG WRAP

EXTEND BLDG WRAP AROUND OPENING

HMF LOUVER AND FRAME, TYP PAINT P8

THERMAL INSULATION

PLYWD SHEATHING PER STRUCT

CT Y R RT

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

FIBER CEMENT SIDING

5/8" GYP BD TYPE 'X'

3" = 1'-0"

SEE FLOOR PLANS

WOOD STUD WALL W/ INSUL AND EXT SHEATHING PER PLAN

LOUVER FRAME - HEAD

3" = 1'-0"

CEM PLAS CONTROL JOINT SEE EXT ELEV

GALV METAL DRIP FLASHING PAINT TO MATCH ADJACENT FRAME (AT DR/WIND HEAD)

HMF LOUVER AND FRAME TYP. PAINT P8

HM DOOR - HEAD AT SIDING

CONSULTANT

WINDOW FRAME

DOOR DRIP GUARD

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

BACKER ROD W/ CONT BEAD SEALANT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

LOUVER FRAME - JAMB 3" = 1'-0"

MECH WELL SIDE

ISSUED

MARK SINGLE PLY ROOFING O/ PLY WD SHTHG

THREADED STUDS & HEADER PER STRUCT

HMF LOUVER AND FRAME TYP. PAINT P8

JAMB STUDS PER STRUCT SINGLE PLY ROOFING O/ PLYWD SHEATHING HMF LOUVER AND FRAME TYP PAINT P8

DOOR FRAME ANCHOR

MECH WELL SIDE

1 9/16"

MIN. (2) JAMB FRAME ANCHORS EA SIDE, ANCHORED TO JAMB STUD(S) W/ MIN (4) #10 WOOD SCREWS, (2) EA SIDE OF EA ANCHOR, MIN 1-1/2" EMBED INTO JAMB STUD(S) PER SPECIFICATIONS.

3" = 1'-0"

PLAN VIEW LOUVER ACCESS DOOR FRAME HSS 5x2x1/8 PAINT P8

HMF LOUVER AND FRAME TYP. PAINT P8

TYP EXT HOLLOW MTL FRAME

1/4" x 4" FULL HEIGHT ASTRAGAL, WELD TO LOUVER ACCESS DOOR FRAME

LOUVER ACCESS DOOR FRAME HSS 5x2x1/8 PAINT P8

INTERIOR

ACCESS DOOR AT MECH WELL HEAD

3" = 1'-0"

ACCESS DOOR AT MECH WELL JAMB AT STRIKE

HSS 6x6x1/2 PAINT TO MATCH LOUVER

EXTERIOR CEMENT PLASTER O/ SELF-FURRING MTL LATH O/ (2) LAYERS 17 BLDG WRAP A-511

LOUVER FRAME JAMB CORNER AT CEM PLAS AT MECH WELL

3" = 1'-0"

LOUVER TO LOUVER JAMB AT MECH WELL 3" = 1'-0"

(3) HEAVY DUTY HINGES (3) HEAVY DUTY HINGES HSS 6x6x1/2 PAINT TO MATCH LOUVER HSS 6x6x1/2 PAINT 1"x1" TO GALV FLASHING MATCH LOUVER CLIP

DIM POINT

DIM POINT CONT SEALANT & BACKER ROD SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP EXTERIOR CEMENT

1/2" JOINT SEALANT W/FIBRE EXPANSION MATERIAL

EXT DOOR THRESHOLD 3" = 1'-0"

MECH WELL SIDE

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

GALV SILL PAN PAINT TO MATCH ADJACENT FRAME

DIM POINT

HSS 6x6x1/2. PAINT TO MATCH LOUVER HSS 6x6x1/2 PAINT TO MATCH LOUVER

CONT SEALANT & BACKER ROD

1"x1" GALV FLASHING CLIP

GALV SILL PAN PAINT TO MATCH ADJACENT FRAME

SINGLE PLY ROOFING O/ PLYWD SHTHG

PLYWD SHTHG SINGLE PLY ROOFING O/ PLY WD SHEATHING

PLYWD SHTHG PER STRUCT

THERMAL INSULATION

ACCESS ACCESS DOOR DOOR AT AT MECH MECH WELL WELL -JAMB JAMB AT AT HINGE HINGE 3"3"==1'-0" 1'-0"

Q1 Q1

THERMAL INSULATION

PLYWD SHTHG

EXTERIOR CEMENT PLASTER O/ SELF-FURRING MTL LATH O/ (2) LAYERS BLDG 17 WRAP A-511

DIM POINT

1"x1" GALV FLASHING CLIP SINGLE PLY ROOFING O/ PLYWD SHTHG

TITLE

DETAILS - DOOR AND WINDOW

THREADED STUDS & SILL STUDS PER STRUCT

PLASTER O/ SELF17 FURRING MTL LATH HMF LOUVER AND FRAME O/TYP (2) LAYERS BLDG A-511 PAINT P8 WRAP

12 12

CONT SEALANT & BACKER ROD

SINGLE PLY CLADDING 2"

HMF LOUVER AND FRAME TYP. PAINT P8

MECH WELL SIDE

LOUVER ACCESS DOOR FRAME HSS 5x2x1/8 PAINT P8

MECH WELL SIDE

INTERIOR FLOOR FINISH SLOPE SEE . CIVIL

HMF LOUVER AND FRAME TYP. PAINT P8

ALIGN

HILTI KH-EZ P 1/4" CONC SCREW MIN. 2" EMBED @ 18" OC (MIN 3) PER ESR-3027 OR APPROVED EQUIVALENT

PLAN VIEW

THRESHOLD PER HDW ON CONT. BED OF MASTIC

MECH WELL SIDE

017294 ?00.00.00? LIONAKIS 2017

AGENCY

1/2" GAP

PLAN VIEW

DOOR SEE SCHEDULE

PLASTER CASING J-BEAD MOLDING

DOOR BOTTOM & SHOE

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LOUVER ACCESS DOOR FRAME HSS 5x2x1/8 PAINTACCESS P8 LOUVER DOOR FRAME HSS 5x2x1/8 PAINT P8

MANAGEMENT

HMF LOUVER AND FRAME TYP PAINT P8

PLYWD SHTHG PER STRUCT

3" = 1'-0"

1/2" MAX @ 1:2 SLOPE

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

HSS 6x6x1/2 PAINT TO MATCH LOUVER AND FRAME

ALIGN

1/2" GAP

VARIES

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

HSS 6x6x1/2 PAINT TO MATCH LOUVER

5/8"

1"x1" GALV FLASHING CLIP

PER FRAME DEPTH SEE FLOOR PLAN FOR WALL TYPE

5/15/2019 3:48:38 PM

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

DIM POINT

1/2" GAP

BACKER ROD W/ CONT SEAL BEAD

TYP HOLLOW METAL FRAME

SINGLE PLY CLADDING

EXTERIOR

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

HMF LOUVER AND FRAME TYP PAINT P8

SST #14 SDST SCREW @ 12" OC & 6" FROM ENDS TYP

DIM POINT

7/8"

2" CONT FLANGE AROUND FRAME JAMBS AND HEAD

DATE 01/04/2019 05/17/2019

MECH WELL SIDE

GALV MTL DRIP FLASHING PAINT TO MATCH ADJACENT FRAME

1/2" TYP.

THERMAL INSULATION

INTERIOR FINISH PER SCHED

PLYWD SHEATHING PER STRUCT

07/03/2019

✔

FIBER CEMENT SOFFIT

5/8" GYP BD TYPE 'X'

ACS

✔

SINGLE PLY ROOFING O/ PLYWD SHEATHING

HMF LOUVER AND FRAME TYP PAINT P8

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FIBER CEMENT SIDING O/ (2) LAYERS BLDG WRAP

THERMAL INSULATION

PLYWD SHEATHING PER STRUCT

FLS

THERMAL INSULATION

DATE:

THREADED STUDS & HEADER PER STRUCT

LI J ON C

GALV METAL DRIP FLASHING PAINT TO MATCH ADJACENT FRAME @ DR/WIND HEAD

✔

THERMAL INSULATION

EXTERIOR CEMENT PLASTER O/ SELF-FURRING MTL LATH O/ (2) LAYERS BLDG 17 WRAP A-511 SHEET

ACCESS DOOR AT MECH WELL SILL

3" = 1'-0"

A-542

LOUVER FRAME - SILL 3" = 1'-0"

Z/H ≤ 0.5

Z/H > 0.5 a.b

SDS ≤ 1.15

12 X 12

1.15 ≤ SDS ≤ 1.73

12 X 12

8 X 12

SDS ≥ 1.73

8 X 12

8X8

DISTANCE FROM CLG TO STRUCTURE ABOVE

COMPRESSION STRUT SIZE

≤ 5'-0" ≤ 6'-10" ≤ 8'-0" ≤ 8'-10" ≤ 10'-10"

250S125-33 250S137-33 362S137-33 250S137-43 400S137-43

* SDS SHALL BE PER STRUCTURAL DRAWINGS. IF NO STRUCTURAL DRAWINGS ARE INCLUDED, DETERMINE VALUE PER CURRENT BUILDING CODE.

TYPICAL CEILING PLAN AE_A_0550_005 Q1

1" = 1'-0"

1" MIN

NOTES: 1. DO NOT USE THIS DETAIL WHERE COMPRESSION STRUTS ARE VISIBLE TO BUILDING OCCUPANTS. 2. ALL PRODUCTS SHALL POSSESS DIMENSIONS, SECTION PROPERTIES, AND MATERIALS IN COMPLIANCE WITH THE AISI D100 MANUAL OF COLD-FORMED STEEL DESIGN AND BE MANUFACTURED BY A CURRENT MEMBER OF THE "STEEL STUD MANUFACTURER'S ASSOCIATION" (SSMA). 3. STEEL MEMBERS 18GA OR LIGHTER SHALL BE MANUFACTURED PER ASTM A653 SS, GRADE 33, AND 16 GA OR HEAVIER PER ASTM A653 SS, GRADE 50, CLASS I.

HANGER WIRE W/ LOOP

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

BASIS OF DESIGN: ESR1308

3" MAX MIN MIN

1 1/2" MIN PENETRATION

1 1/2" 2"

MIN

BRACING WIRE TO TJI

0550_XXXX_WIRE_01

3" = 1'-0"

UNIVERSAL LCD HOLDER VECTOR MOUNT PER DATA/TELE/COMM

2.01

CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641-09A. WIRE SHALL BE #12 GAGE (0.106” DIAMETER) WITH SOFT TEMPER AND MINIMUM TENSILE STRENGTH = 70 KSI.

2.02

GALVANIZED SHEET STEEL (INCLUDING THAT USED FOR METAL STUD AND TRACK COMPRESSION STRUTS/POST) SHALL CONFORM TO ASTM A653-11, OR OTHER EQUIVALENT SHEET STEEL LISTED IN SECTION A2.1 OF THE NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS 2007, INCLUDING SUPPLEMENT 2 DATED 2010 (AISI S100-07/S2-10). MATERIAL 43 MIL (18 GAGE) AND LIGHTER SHALL HAVE MINIMUM YIELD STRENGTH OF 33 KSI. MATERIAL 54 MIL (16 GAGE) AND HEAVIER SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI.

2.03

ELECTRICAL METALLIC TUBE (EMT) SHALL BE ANSI C80.3/UL 797 CARBON STEEL WITH G90 GALVANIZING. EMT SHALL HAVE MINIMUM YIELD STRENGTH (FY) OF 30 KSI AND MINIMUM ULTIMATE STRENGTH (FU) OF 48 KSI.

ATTACHMENT OF HANGER AND BRACING WIRES

3.01

SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC.

3.02

HANGER AND BRACING WIRES SHALL NOT ATTACH TO OR BEND AROUND OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO: PIPING, DUCTWORK, CONDUIT AND EQUIPMENT.

MIN

1 1/2" MAX

STEP 2

STEP 3

0T O4 5° TYP

2" MAX

(4) TIGHT TURNS

(2) #10 SDST SCREWS

STEP 4

HANGER WIRES THAT ARE MORE THAN ONE (HORIZONTAL) IN SIX (VERTICAL) OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES.

3.04

SLACK SAFETY WIRES SHALL BE CONSIDERED HANGER WIRES FOR INSTALLATION AND TESTING REQUIREMENTS.

3.05

HANGER AND BRACING WIRE ANCHORAGE TO THE STRUCTURE SHALL BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHORAGE ALIGNS CLOSELY WITH THE DIRECTION OF THE WIRE. (E.G. BRACING WIRE CEILING CLIPS MUST BE BENT AS SHOWN IN THE DETAILS AND ROTATED AS REQUIRED TO ALIGN CLOSELY WITH THE DIRECTION OF THE WIRE, SCREW EYES IN WOOD MUST BE INSTALLED SO THEY ALIGN CLOSELY WITH THE DIRECTION OF THE WIRE, ETC.)

FASTENERS AND WELDING:

4.01

SHEET METAL SCREWS SHALL COMPLY WITH ASTM C1513-10, ASME B18.6.4-89 (R2005). PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.

EXTENSION COLUMN SLEEVE COVER PLATE

4.02

NOT USED

8'-0" CENTERLINE OF LENS

4.03

NOT USED

4.04

IF NOT OTHERWISE SPECIFIED IN THE EVALUATION REPORT, POWER-ACTUATED FASTENERS INSTALLED IN STEEL SHALL BE INSTALLED SO THE ENTIRE POINTED END OF THE FASTENER IS DRIVEN THROUGH THE STEEL MEMBER.

SUSP ACTS RUNNER

PROJECTOR MOUNT

4.05

POWER-ACTUATED FASTENERS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.

4.06

CONCRETE REINFORCEMENT AND PRESTRESSING TENDONS SHALL BE LOCATED BY NON-DESTRUCTIVE MEANS PRIOR TO INSTALLING POST - INSTALLED ANCHOR.

4.07

WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E60XX SERIES ELECTRODES.

TESTING: ALL FIELD TESTING MUST BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR.

1 1/2" = 1'-0"

HANGER WIRE SPLICE KNOT APPLICATION STEP 1

3.03

PROJECTOR BY OWNER MAX. 15 LBS

CREATE AN APPROXIMATELY 5 INCH BEND IN THE END OF EACH HANGER WIRE WITH THE SHORT ENDS OPPOSED, BRING THE RIGHT-HAND END OVER THE LEFT-HAND AND LOOP THE SHORT END UNDER AND AROUND THE LEFT-HAND END

2"x2"x15 GA ANGLE ALL FOUR SIDES OF OPENING

LOOP THE LEFT-HAND SHORT END BACK UP AND AROUND THE RIGHTHAND LOOP, WITH THE LEFT-HAND END OVER THE RIGHT-HAND END AND BRING THE LEFT-HAND END UNDER THE LOOP OF THE RIGHT HAND END

1/2" MIN TO BOLT

AT CURTAIN WALL AND ROLLER SHADE HOUSING CONDITIONS, TYP

ACOUSTICAL CEILING EDGE 6" = 1'-0"

AE_A_0550_004 Q1

CROSS RUNNER

MAX

SLOT END OVER MAIN RUNNER OR FLATTEN END DISTANCE FROM CLG TO STRUCTURE ABOVE

COMPRESSION STRUT SIZE

≤ 4'-0" ≤ 8'-0" ≤ 12'-0"

3/4" DIA 1 1/4" DIA 2" DIA

MAIN RUNNER

1/4" DIA MACHINE BOLT

FREE SIDE

STEP 5

(4) TIGHT TURNS

TYP EMT COMPRESSION STRUT 0550_XXXX_COMPRESSION STRUT TYP_02

1 1/2" = 1'-0"

1" = 1'-0"

0550_XXXX_HANGER WIRE SPLICE_02

6.04

6.05

ACCESS PANEL AT GYP. BD. 3" = 1'-0"

Q2 6.06

6.06

SLOT END OF TUBE

2"x2"x15 GA ANGLE ALL FOUR SIDES OF OPENING

1/4" DIA LAG SCREW IN CENTER OF JOIST/ BLK'G, 1-1/2" MIN PENETRATION, TYP

7 7.01 7.01

1-1/2" x 1-1/2" x 12 GA x 0'-2" CLIP. VERT LEG OF CLIPI TO FALL WITHIN WIDTH OF WOOD MEMBER

7.02

(2) #10 SMS

7.03

7.02

7.03 A

EMT CONDUIT COMPRESSION STRUT, PLACE TIGHT TO CLIP

2X10 BLOCKING. ATTACHMENT OF SUSPENDED CLG. ELEMENTS PER DETAILS THIS SHEET.

7.04 RELEASE LATCH

7.04

ACCESS DOOR W/ STEEL FRAME

BACKER BLKG, THICKNESS RIPPED TO ALIGN W/ BOTTOM CHORD OF TJI, DEPTH TO ALIGN W/ TOP OF BLKG, MIN. 18" LENGTH, TYP. ATTACH TO TJI W/ (2) ROWS OF 10D NAILS @ 12" OC

8. 8.01 8.01

OPTION 1

TJI BLOCKING AT CEILING ATTACHMENTS 3" = 1'-0"

FIBER CEMENT SOFFIT BOARD PER ESR-2273 O/ EXT. SHEATHING

AE_A_0550_045 Q1

OPTION 2

EMT COMPRESSION STRUT TO WOOD JOISTS/BLOCKING 3" = 1'-0"

0550_XXXX_COMPRESSION STRUT TO WOOD_10

ACCESS PANEL AT FIBER CEMENT

3" = 1'-0"

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION SYSTEMS BY MECHANICAL MEANS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURE. A MINIMUM OF TWO SCREWS OR APPROVED FASTENERS ARE REQUIRED AT EACH LIGHT FIXTURE, PER ASTM E580, SECTION 5.3.1. MIN. (2) HILTI #8-18S PER ESR-2196 OR APPROVED EQUIVALENT. SIZE AND NUMBER SHALL CORRESPOND TO SURFACE-MOUNTED WEIGHT OF FIXTURE.LIGHT FIXTURES SHALL BE ATTACHED TO THE MAIN RUNNER WITH AT LEAST TWO POSITIVE CLAMPING DEVICES. THE CLAMPING DEVICE SHALL SURFACE-MOUNTED LIGHTTHE FIXTURES SHALL CEILING BE ATTACHED TO THE RUNNER WITH COMPLETELY SURROUND SUPPORTING RUNNER AND MAIN BE MADE OF STEEL AT LEAST TWO POSITIVE CLAMPING DEVICES. THE CLAMPING DEVICE SHALL WITH A MINIMUM THICKNESS OF #14 GAGE. ROTATIONAL SPRING CATCHES DO NOT COMPLETELY THE SUPPORTING CEILING RUNNER ANDFROM BE MADE OF STEEL COMPLY. A #12SURROUND GAGE SLACK SAFETY WIRE SHALL BE CONNECTED EACH WITH A MINIMUM THICKNESS OF #14 GAGE. ROTATIONAL SPRING CATCHES DO NOT CLAMPING DEVICE TO THE STRUCTURE ABOVE. PROVIDE ADDITIONAL SUPPORTS WHEN COMPLY. A #12 GAGE SLACK(8) SAFETY WIRE SHALL OR BE EXCEED CONNECTED FROM EACHSPACING LIGHT FIXTURES ARE EIGHT FEET OR LONGER 56 LB. MAXIMUM CLAMPING DEVICE TOSHALL THE STRUCTURE ABOVE. BETWEEN SUPPORTS NOT EXCEED EIGHTPROVIDE (8) FEET ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE EIGHT (8) FEET OR LONGER OR EXCEED 56 LB. MAXIMUM SPACING BETWEEN SUPPORTS SHALLLESS NOT THAN EXCEED LIGHT FIXTURES WEIGHING OR EIGHT EQUAL(8) TOFEET 10 LB. SHALL HAVE A MINIMUM OF

6.04

HANGER WIRE SPLICE, ACOUSTICAL CEILING SYSTEM

CLIENT

6.01

6.03

EN . 08 - 3 1 - 1 O F OF CAL I

770 DIAMOND AVE RED BLUFF, CA 96080

LIGHT FIXTURES:

6.03

R E

TEHAMA CENTER STUDENT SERVICES

ACCESS DOOR W/ DRYWALL FLANGES

PROJECT

POST-INSTALLED ANCHORS IN CONCRETE USED TO ATTACH BRACING WIRES SHALL BE TESTED AT A FREQUENCY OF 50 PERCENT IN ACCORDANCE WITH CBC SECTION 1913A.7.

RELEASE LATCH

APPLICATION NOTES: FOR USE WHERE INSTALLED CEILING DROP FROM THE OVERHEAD STRUCTURE TO THE CEILING GRID EXCEEDS THE AVAILABLE LENGTH OF THE WIRE IN VERTICAL AND SEISMIC BRACING WIRES

C23603

5.02

6.02

5x8" GYP BD TYPE 'X' CLG

D A RCH SE I E N A N McM TE H U T A

POST-INSTALLED ANCHORS IN CONCRETE USED TO SUPPORT HANGER WIRES SHALL BE TESTED AT A FREQUENCY OF 10 PERCENT. POWER ACTUATED FASTENERS IN CONCRETE SHALL BE FIELD TESTED FOR 200 LBS. IN TENSION. ALL OTHER POST-INSTALLED ANCHORS IN CONCRETE SHALL BE TESTED IN ACCORDANCE WITH CBC SECTION 1913A.7.

DRAW THE KNOT TIGHT

WRAP THE HANGER WIRE ENDS SECURELY AROUND ITSELF WITH FOUR COMPLETE TIGHT TURNS WITH 11/2 INCHES MAXIMUM

SEAL

5.01 5x8" GYP BD TYPE 'X'

"SIMPSON" A34 EA END

5/15/2019 3:48:38 PM

CONSULTANT

6.02

NOTES: PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTHS OF THE END TEE IS EIGHT (8) INCHES OR LESS

BRACING WIRE W/ EYE-LAG

BRACING WIRE CONNECTION TO WOOD JOISTS/BEAMS/BLOCKING

1 1/2" MAX

FIXED SIDE

HANGER WIRE, 3 TIGHT TURNS IN 3" TYP BRACE WIRE, 4 TIGHT TURNS IN 1-1/2" TYP

INSTALL SCREW SO MOVEMENT IS PERMITTED CEILING GRID 7/8" x 18GA WALL ANGLE WITH CLIP AND #10 x 1 1/2" LONG SDST SCREW TO EA WALL STUDS @ 16" OC MAX BERC-2 CLIP SHOWN

MATERIALS:

"LUCASEY" #CMASTA STABILIZER KIT

BALL & SOCKET UNIT LOAD CAPACITY 50 LBS

1/4" DIA CLOSED SCREW EYE LAG W/ 1-1/4" 1-1/2" MIN PENETRATION, INSTALL IN DIRECTION OF WIRE

EMT GALVANIZED COMPRESSION STRUT, SIZE PER TABLE BELOW

3/4" MIN 2"

3/4" MIN. CLR.

CROSS RUNNER ACOUSTIC CEILING TILE WHERE OCCURS TIGHTEN SCREW TO WEB OF GRID TO PREVENT MOVEMENT

12 GA SPLAY WIRE ANGLE 45° MAX TYP OF 4 W/ 4 TIGHT TURNS WITHIN 1 1/2" OF END, TYP AT EACH END

1'-0" MAX

3 TIGHT TURNS, TYPICAL

1 1/2" MAX

MAIN OR CROSS RUNNER

0550_XXXX_COMPRESSION STRUT TO WOOD_02

3" = 1'-0"

EMT NO MORE THAN ONE SIZE LARGER THAN EMT STRUT SELECTED

NOTE 1

LCD PROJECTOR MOUNTING BRACKET

BERC-2 _____________ __ .

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

LCD PROJECT MOUNTING BRACKET

1" MIN CLR

NOTES: 1. CONDITION AT JOISTS SHOWN, COND AT BLKG SIM. ATTACH BLKG TO JOISTS W/ 1-1/2" X 1-1/2" X 18GA CLIP AND (4) 8DX1-1/2" NAILS EA SIDE AND EA END 2. ALL FRMG TO BE 2x (1-1/2" ACTUAL) MIN

STUD COMPRESSION STRUT TO WOOD JOISTS/ BLOCKING

SEISMIC BRACING PER 2 A-551

2X4 MIN FLAT W/ 1-10D OR 1-#10X3" SCREW TO EA OF 3 TRUSS BOTTOM FLANGES

BRACING WIRE W/ LOOP

4 A-551

(E) 1/4" DIA LAG BOLT W/ STL WASHER (2" MIN. EMBED)

BRIDGING OR FULL-DEPTH BLOCKING WITHIN 24" OF BRACING WIRE CONNECTION

CUT FLANGES AND BEND

OPTION 2

SEE TYPICAL DETAILS FOR CONNECTION

8" MAX

MIN 4x BLKG. ATTACHMENT PER

ADJUSTABLE LENGTH EXTENSION COLUMN MODEL: ADJ SERIES VERIFY LENGTH PER MOUNTING HEIGHT AND BEAM LOCATION

1/4" DIA LAG SCREW IN CENTER OF JOIST/ BLOCKING, TYP

WEB OF CHANNEL TO BEAR WITHIN WIDTH OF WOOD MEMBER

6" MIN

8" MAX

1/4" DIA CLOSED SCREW EYE LAG W/ 1-1/2" 1-1/4" MIN PENETRATION, INSTALL IN DIRECTION OF WIRE

07/03/2019

FOR CEILING INSTALLATIONS UTILIZING ACOUSTICAL TILE PANELS OF MINERAL OR GLASS FIBER, IT IS NOT MANDATORY TO PROVIDE ¾” CLEARANCE BETWEEN THE ACOUSTICAL TILE PANELS AND THE WALL ON THE SIDES OF THE CEILING WHICH ARE FREE TO SLIP. FOR ALL OTHER CEILING PANEL TYPES, PROVIDE ¾” CLEARANCE BETWEEN THE CEILING PANEL AND THE WALL ON THE SIDES OF THE CEILING FREE TO SLIP.

3" = 1'-0"

✔

CT Y R RT

45° MAX

TYP

HANGER WIRE, TYP

GYP SOFFIT AT ADMIN TRANSITION

SEISMIC WALL CLIP: MANUFACTURER’S MODEL

1 3/8" MIN

CROSS RUNNER

AE_A_0550_003 Q1

0550_XXXX_WIRE_01

3" = 1'-0"

(4) TIGHT TURNS IN FIRST 1-1/2"

MAIN RUNNER

3/4" = 1'-0"

5/8" GYP BD TYPE 'X" SOFFIT

ACS

✔

CEILING SYSTEMS. THE FOLLOWING CEILING SYSTEM(S) IS/ARE PART OF THE SCOPE OF THIS PROJECT: MANUFACTURER'S NAME ARMSTRONG WORLD INDUSTRIES PRODUCT EVALUATION REPORT TYPE AND NUMBER ICC ESR-1308 MANUFACTURER'S MODEL NUMBER - MAIN RUNNER __ PRELUDE XL 7301 MANUFACTURER'S CATALOG NUMBER - CROSS RUNNER _XL7342/XL7328

(4) 1/4" DIA LAG SCREWS

OPTION 1

HANGER WIRE W/ SADDLE TIE

HANGER WIRE CONNECTION TO WOOD JOISTS/BEAMS/BLOCKING (3) 1-1/2" x 9 GA STAPLES AT EA LOOP

TYP CEILING BRACING ASSEMBLY

HANGER WIRE W/ EYE-LAG

DATE:

FLS

1.06

(4) #12 GA BRACING WIRE BRACING IN PLANE OF EA RUNNER @ COMPRESSION STRUT. WIRE BRACING TO HAVE (4) TIGHT TURNS WITHIN 1 1/2" @ EA END

HANGER WIRE W/ EYE-LAG

3 A-551

WALL ANGLE PER

THE CEILING GRID SYSTEM MUST BE RATED HEAVY DUTY AS DEFINED BY ASTM C635-08.

CEILING PANELS SHALL NOT SUPPORT ANY LIGHT FIXTURES, AIR TERMINALS OR DEVICES.

NOTES: 1. CONDITION AT JOISTS SHOWN, COND AT BLKG SIM. ATTACH 2X BLKG TO TJI W/ (2) 16D COMMON END NAILS OR (3) 10D TOE NAILS EA END 2. ALL FRMG TO BE 2x (1-1/2" ACTUAL) MIN

0550_XXXX_COMPRESSION STRUT TYP_01

1 1/2" = 1'-0"

GYP BD WALL FRMG BEYOND

INC:

REVIEWED FOR ✔

1.05

WD FRMG PER STUCT

(3) TIGHT TURNS IN FIRST 3"

TYP STUD COMPRESSION STRUT

VERTICAL HANGER WIRE, 12 GA @ 4'-0" OC EA WAY AT MAIN RUNNER WITH MIN 3 TIGHT TUNS IN 3" @ EA END

7 A-551

5 A-551

SUSPENDED ACST CLG RUNNER

DIM POINT SEE RCP

EQEQ

STUD OR EMT COMPRESSION STRUT PER

TYP SADDLE TIE

(3) 1-1/2" x 9 GA STAPLES AT EA LOOP

1.04

5/8" GYP BD TYPE 'X' O/ PLY WD

COPE FLANGE OR FLATTEN TO ALLOW INSTALLATION OF PANELS

(2) 1/4" DIA MACHINE BOLT

BRACE ASSAMBLY SPACING (FT.)

1 1/2" MAX

4 TIGHT TURNS IN 1-1/2" TYP FOR BRACE WIRE

CROSS RUNNER

DESIGN SPECTRAL ACCELRATION PARAMETER, SDS

1 A-551

APP. 02-117123

3 A-551

VERT HANGER PER ACST INSUL

MAIN RUNNER

MAIN RUNNERS. TYP

FREE SIDE

6".

3 A-551

1 1/2" MAX

2 A-551

1.02

2" MIN

FIXED SIDE

FREE SIDE

TYP. BRACING ASSEMBLY PER

CEILING SYSTEM COMPONENTS SHALL COMPLY WITH ASTM C635-07 AND SECTION 5.1 OF ASTM E580-10A.

3/4" MIN TYP.

CROSS RUNNERS TYP.

1.01

1" MAX

MIN

FIXED SIDE

BRACE WIRE, 4 TIGHT TURNS IN 1-1/2" TYP

PERIMETER WALL ANGLE

5°

3 A-551

1/4" DIA DRILLED HOLE

CEILING SYSTEM GENERAL NOTES

1.03

STEEL STUD COMPRESSION STRUT SLOTTED AND CENTERED OVER CROSS RUNNER; SEE TABLE FOR SIZE

LINE OF PERIMETER WALL

O4 0T

3 A-551

MAX

. TYP

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

8'-0" MAX 4'-0" MAX

HANGER WIRE, 3 TIGHT TURNS IN 3" TYP

1/4" DIA CLOSED SCREW EYE LAG W/ 1-1/2" 1-1/4" MIN PENETRATION, INSTALL IN DIRECTION OF WIRE

SEE TYP CONNECTION DETAILS

4'-0" OC

3/4" MIN EDGE DISTANCE TO BOLT TYP

0 1/4" 1/2"

12 GA PERIMETER HANGER WIRES AT TERMINAL END OF EACH MAIN RUNNER AND CROSS TEE

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

LI J ON C

ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO LIGHT FIXTURES WEIGHING THE STRUCTURE ABOVE. LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A MINIMUM OF LIGHT FIXTURES WEIGHING ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO LIGHT FIXTURES WEIGHING THE STRUCTURE ABOVE. LESS THAN OR EQUAL TO 10 LB. SHALL HAVE A MINIMUM OF ONE (1) #12 GAGE SLACK SAFETY WIRE CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. GREATER THAN 10 LB. BUT LESS THAN OR EQUAL TO 56 LBS. LIGHT FIXTURES WEIGHING MAY BE SUPPORTED DIRECTLY ON THE CEILING RUNNERS, BUT THEY SHALL HAVE A LIGHT FIXTURES GREATER 10 LB. BUTCONNECTED LESS THAN OR EQUAL 56 LBS. MINIMUM OF TWOWEIGHING (2) #12 GAGE SLACKTHAN SAFETY WIRES FROM THETO FIXTURE MAY BE SUPPORTED DIRECTLY ONTO THE CEILING RUNNERS, BUT THEY SHALL HAVE A HOUSING AT DIAGONAL CORNERS THE STRUCTURE ABOVE. MINIMUM OF TWO (2) #12ALL GAGE SLACK SAFETY WIRES CONNECTED FROM THE FIXTURE EXCEPTION: LIGHT FIXTURES GREATER THAN TWO BY FOUR FEET HOUSING AT DIAGONAL CORNERS TO THE STRUCTURE ABOVE. WEIGHING LESS THAN 56 LBS. SHALL HAVE A #12 GAGE SLACK SAFETY WIRE EXCEPTION: ALL LIGHT FIXTURES GREATER THAN TWO BY FOUR FEET AT EACH CORNER. WEIGHING LESS THAN 56 LBS. SHALL HAVE A #12 GAGE SLACK SAFETY WIRE AT EACH CORNER. ALL LIGHT FIXTURES WEIGHING GREATER THAN 56 LB. SHALL BE INDEPENDENTLY

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE HANGER WIRES (ONE AT EACH ALL LIGHTATTACHED FIXTURES WEIGHING THAN 56 LB. BE INDEPENDENTLY CORNER) FROM THEGREATER FIXTURE HOUSING TO SHALL THE STRUCTURE ABOVE OR SUPPORTED BY NOT LESS THAN FOUR (4)(4) TAUT #12 GAGE HANGER (ONE AT EACH OTHER APPROVED HANGERS. THE FOUR TAUT #12 GAGE WIRES WIRES OR OTHER CORNER) ATTACHED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE OR APPROVED HANGERS, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, OTHER APPROVED HANGERS. THE FOUR (4) TAUT #12 GAGE WIRES OR OTHER SHALL BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE. APPROVED HANGERS, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, SHALL BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE. SERVICES WITHIN THE CEILING: SERVICES WITHIN THE CEILING: ALL FLEXIBLE SPRINKLER HOSE FITTING MOUNTING BRACKETS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES SHALL BE POSITIVELY ATTACHED TO THE CEILING ALL FLEXIBLE SYSTEMS SPRINKLER FITTING MOUNTING BRACKETS, CEILING-MOUNTED AIR SUSPENSION BYHOSE MECHANICAL MEANS. SCREWS OR APPROVED FASTENERS TERMINALS OR OTHER SERVICES SHALL BE POSITIVELY CEILING ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS AREATTACHED REQUIREDTO ATTHE EACH SUSPENSION COMPONENT SYSTEMS BY MECHANICAL MEANS. SCREWS OR APPROVED FASTENERS ARE REQUIRED. A MINIMUM OF TWO ATTACHMENTS ARE REQUIRED AT EACH COMPONENT CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING LESS THAN OR EQUAL TO 20 LB. SHALL HAVE ONE (1) #12 GAGE SLACK SAFETY WIRE ATTACHED FROM CEILING-MOUNTED AIR TERMINALS OTHER SERVICES THE TERMINAL OR SERVICE TO THEOR STRUCTURE ABOVE. WEIGHING LESS THAN OR EQUAL TO 20 LB. SHALL HAVE ONE (1) #12 GAGE SLACK SAFETY WIRE ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE. AIR TERMINALS OR OTHER FLEXIBLE SPRINKLER HOSE FITTINGS, CEILING-MOUNTED SERVICES WEIGHING MORE THAN 20 LB. BUT LESS THAN OR EQUAL TO 56 LB. SHALL FLEXIBLE HOSE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER HAVE TWOSPRINKLER (2) #12 GAGE SLACK SAFETY WIRES (AT DIAGONAL CORNERS) CONNECTED SERVICES WEIGHING MORE THAN 20 LB. BUT LESS THAN OR EQUAL TO 56 LB. SHALL FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE. HAVE TWO (2) #12 GAGE SLACK SAFETY WIRES (AT DIAGONAL CORNERS) CONNECTED FROM THESPRINKLER TERMINAL HOSE OR SERVICE TO THE STRUCTURE ABOVE. FLEXIBLE FITTINGS, CEILING-MOUNTED AIR TERMINALS OR OTHER SERVICES WEIGHING MORE THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM THE FLEXIBLE SPRINKLER HOSE CEILING-MOUNTED AIR TERMINALS OTHER STRUCTURE ABOVE BY NOTFITTINGS, LESS THAN FOUR (4) TAUT #12 GAGE HANGEROR WIRES SERVICES WEIGHING MORE THAN 56 LB. SHALL BE SUPPORTED DIRECTLY FROM THE ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE OR OTHER STRUCTURE ABOVE BY NOT LESS THAN FOUR (4) TAUT #12 GAGE HANGER WIRES APPROVED HANGERS. ATTACHED FROM THE TERMINAL OR SERVICE TO THE STRUCTURE ABOVE OR OTHER APPROVED HANGERS. OTHER DEVICES WITHIN THE CEILING:

TITLE

DETAILS - CEILING

OTHER DEVICES WITHIN THE CEILING: ALL LIGHTWEIGHT MISCELLANEOUS DEVICES, SUCH AS STROBE LIGHTS, OCCUPANCY SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED TO THE CEILING GRID. IN ALL LIGHTWEIGHT AS STROBE LIGHTS, OCCUPANCY ADDITION, DEVICESMISCELLANEOUS WEIGHING MOREDEVICES, THAN 10 SUCH LBS. SHALL HAVE A #12 GAGE SLACK SENSORS, SPEAKERS, EXIT SIGNS, ETC., SHALL BE ATTACHED TO THE CEILING GRID. IN SAFETY WIRE ANCHORED TO THE STRUCTURE ABOVE. DEVICES WEIGHING MORE THAN ADDITION, DEVICES WEIGHING MORE THAN 10 LBS. SHALL HAVE A #12 GAGE SLACK 20 LB. SHALL BE SUPPORTED INDEPENDENTLY FROM THE STRUCTURE ABOVE. SAFETY WIRE ANCHORED TO THE STRUCTURE ABOVE. DEVICES WEIGHING MORE THAN 20 LB. SHALL BE SUPPORTED INDEPENDENTLY FROM THE STRUCTURE ABOVE.

A-551

SUSPENDED CEILING NOTES 1/8" = 1'-0"

SHEET

017294 ?00.00.00? LIONAKIS 2017

CASEWORK GENERAL NOTES 100 OR 200 SERIES CABINETS MAY BE CONVERTED INTO MOVEABLE CABINETS BY PREFIXING A "7" TO THE NUMBER. (EXAMPLE: 7-102-36" X 30" X 18").

MOVEABLE CABINETS SHALL BE EQUIPPED WITH ADEQUATE APPROVED CASTERS FOR THE INTENDED LOAD CAPACITY.

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

REVIEWED FOR SS

✔

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

DATE:

PARTITION STRUCTURE

TYPICAL CASEWORK FASTENER AND BACKING

WOOD STUD

#14 ROUND WASHER HEAD WOOD SCREW W/ 2 1/2" MIN EMBED INTO TYPE 'B' BACKING, SCREW SPACING: • W/ (1) LAYER OF 5/8" GYP: 16" OC - (2) MIN PER CABINET • W/ (2) LAYERS OF 5/8" GYP: 12" OC - (2) MIN PER CABINET

INC:

FLS

ACS

✔

07/03/2019

CASEWORK LEGEND DIM POINT

WIDTH WI 302

THE CASEWORK IS LABELED PER THE NORTH AMERICAN ARCHITECTURAL WOODWORK STANDARDS MANUAL (NAAWS 3.0) SPONSORED BY THE WOODWORK INSTITUTE. THE MANUAL CONTAINS AN APPENDIX WITH THE CABINET DESIGN SERIES (CDS) WHERE EACH STYLE HAS A UNIQUE IDENTIFYING NUMBER WITH AN ILLUSTRATION OF THE CABINET CONFIGURATION.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

CABINET DIMENSIONS ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ADDITIONAL CONSTRUCTION INFORMATION IS LOCATED IN THE SPECIFICATIONS.

CABINET

TYP CASEWORK FASTENER PER

BACKING, SEE

CASEWORK CONSTRUCTION SHALL BE PER APPLICABLE WI NAAWS 3.0 CONSTRUCTION STANDARDS. ANCHORAGE TO SUPPORTING STRUCTURE SHALL BE PER CONSTRUCTION DOCUMENTATION.

13 A-561

18 A-521

FLOOR STRUCTURE

ATTACH TO CONC SLAB W/ 0.145" DIA PAF @ 24" OC W/ 1" MIN EMBED INTO CONC

CONCRETE

UPPER CASEWORK

TYP CASEWORK FASTENERS

3" = 1'-0"

FASTENER

WIDTH

AE_A_0560_109 ?YYMMDD?. Q1

SCALE: NTS

WI 222

WI 302

WI 222

SEAL 9 A-561

84" AFF D A RCH SE I E N A N McM TE H U T A

34" AFF

BACKING, SEE

13 A-561

12 A-561

18 A-521

IA R

TEHAMA CENTER STUDENT SERVICES

TYP FULL HEIGHT CAB, UON

770 DIAMOND AVE RED BLUFF, CA 96080

NOTES:

2. 3.

UPPER CASEWORK - TYP

3" = 1'-0"

CLIENT

SEE INTERIOR ELEVATIONS FOR CASEWORK PROFILES. SEE ENLARGED PLANS FOR DIMENSIONS AND SIZES. ALL DIMENSIONS HERE TYP UON.

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

TYP CASEWORK ANCHORAGE AE_A_0560_108 ?YYMMDD?. Q1

SCALE: NTS

ISSUED

COUNTERTOP DEPTH

MARK

CABINET DEPTH - 2'-0" UON

EN . 08 - 3 1 - 1 O F OF CAL I

12 A-561

R E

PROJECT

TYP BASE CAB, UON

TYP CASEWORK FASTENER PER

11 A-561

10 A-561

C23603 ST

10 A-561

CENTER ANCHORAGE NOT REQUIRED FOR CABINET LESS THAN 6' HIGH

CABINET

TYP UPPER CAB, UON

CT Y R RT

LI J ON C

84" AFF

9 A-561

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SCRIBE TO WALL

9 A-561

2 1/8"

COUNTER TOP, SEE PLANS

5MM BORED HOLES @ 32 MM CENTERS TYP 13 A-561

ADJUSTABLE SHELVES THROUGHOUT. SHELVES SHALL BE 3/4" MELAMINE COVERED MDF BOARD VARIES

CABINET FRAME

CABINET BACK

18 A-521

COUNTERTOP ANCHORAGE - TYP

TYP. TOPS & BACKSPLASH SHALL BE HIGH PRESSURE LAMINATE COVERED 3/4" MDF BOARD

10 A-561

3" = 1'-0"

NOTE: ALL WOOD MEMBERS IN CONTACT WITH CONCRETE SHALL BE PRESERVATIVE TREATED. FASTENERS INTO PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED STEEL OR STAINLESS STEEL

24" MAX.

2 1/8"

11 A-561

#10 x 2 1/2" @ 16" O.C. MAX

TYPICAL DOORS, DRAWERS, EXPOSED PANELS, ETC SHALL BE HIGH PRESSURE LAMINATE COVERED 3/4" MDF BOARD W/ MATCHING PVC EDGE BANDING TYPICAL THROUGHOUT TYPICAL CABINET INTERIORS SHALL BE MELAMINE (LOW PRESSURE LAMINATE) COVERED 3/4" MDF BOARD W/ PVC EDGE BANDING TO MATCH EXPOSED LAMINATE COLOR. SHELF PVC EDGE BANDING TO MATCH MELAMINE

TYPICAL CASEWORK FASTENER TO 13 CONCRETE PER A-561

OF ROOM BASE

1/4" PREFINISHED MELAMINE BACKS

TITLE

DETAILS - CASEWORK

12 A-561

SAME BASE FINISH AS ROOM

5/15/2019 3:48:38 PM

SHEET

017294 ?00.00.00? LIONAKIS 2017

AGENCY

2'-10"

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

2 1/8"

BACKING, SEE

MATCH HEIGHT

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

TYPICAL PULLS UNO

MANAGEMENT

MAX.

TYP CASEWORK FASTENER PER

1/2" PREFIN MELAMINE BACKS SEE INTERIOR ELEVATION

CL 1 1/2"

DIM POINT

LOWER CASEWORK ANCHORAGE

3" = 1'-0"

A-561

TYPICAL CASEWORK SECTION 1 1/2" = 1'-0"

FLOORS OR LANDINGS ON EACH SIDE OF EXIT DOORS SHALL NOT EXCEED ½” FROM THE TOP OF THE DOOR THRESHOLD TO THE FLOOR OR LANDING SURFACE ON EITHER SIDE OF THE DOOR ASSEMBLY.

REFER TO ELEVATION TYPE C FOR DIMENSIONAL INFORMATION AND APPLICABLE DETAILS. FINISH PER SPECIFICATIONS TO MATCH STOREFRONT FRAMING

HM HM

7'-0" 7'-0"

---

GL GL

FW1 FW1

HM HM

---

GL GL

13/A-542 13/A-542

10/A-542 6/A-542

8/A-542 8/A-542

EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF TRAVEL.

DG1 DV2 DV2 DG2 DG2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DF1 DF1 DF1 DF1 DV2 DV2 DG2 DV2 DG2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DV2 DG1 DG1 DF1

3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"

HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM

7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"

---------------------------------------

GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL ----GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL GL --

FW1 FB1 FB1 FG1 FG1 FB1 FB1 FB1 FG1 FG1 FG1 FG1 FG1 FG1 FG1 FG1 FG1 FB1 FB1 FB1 FB1 FB1 FG1 FG1 FG1 FG1 FG1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FW1 FW1 FB1

HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM HM

---------------------------------------

GL --GL GL --GL GL GL GL GL GL GL GL GL GL -----GL GL GL GL GL --------GL GL --

9/A-542 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 9/A-542 1/A-522 9/A-542 1/A-522 9/A-542 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 1/A-522 5/A-542 5/A-542 9/A-542

6,10/A-542 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 6,10/A-542 2/A-522 6,10/A-542 2/A-522 6,10/A-542 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 2/A-522 6/A-542 6/A-542 10/A-542

8/A-542

THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS. FOR OTHER SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 POUND MAXIMUM FORCE

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP, PINCH OR TWIST THE OPENING HARDWARE

THE BOTTOM 10” OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

7. 8.

COORDINATE OVERALL DOOR FRAME DEPTHS WITH WALL TYPES.

FOR DOOR HARDWARE GROUPS, SEE PROJECT SPECIFICATIONS.

8/A-542

11. FOR SIGNAGE ON OR ADJACENT TO DOORS, SEE SHEET SERIES G-100.

8/A-542

12. GLASS DOORS, SIDELIGHTS, AND GLAZED OPENINGS WITHIN 18” OF THE FLOOR OR WITHIN 24” HORIZONTALLY OF ANY DOOR OPENING SHALL BE FULLY TEMPERED GLASS APPROVED FOR IMPACT HAZARD.

2'-5 1/2"

CL C 2'-0" L

6'-1 1/4"

3'-10 3/4"

CL 2'-6" 5'-0" 2'-6"

CL 2'-0"

4'-0"

CL CL 2'-6" 5'-0" 2'-6"

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

NOT USED

INSULATED PANELS @ SPECIFIC LOCATIONS AS INDICATED (SHADED) ON EXTERIOR BUILDING ELEVATIONS.

DIMENSIONS SHOWN FOR HOLLOW METAL FRAME TYPES ARE ROUGH OPENING DIMENSIONS. FIELD VERIFY ACTUAL SIZE OF FRAMED CONSTRUCTION PRIOR TO ASSEMBLY OF FRAMES.

LOUVER SIZES TO BE COORDINATED W/ MECH DWG REQUIREMENTS.

PROVIDE WINDOW TREATMENT (MECHO SHADES) TO COVER FULL WIDTH OF GLAZED OPENING. SEE A-641 FOR LOCATIONS.

ALL INTERIOR HM DOORS & INTERIOR FACES OF EXTERIOR HMF DOORS SHALL BE PAINTED P5 UNO.

ALL EXTERIOR HM DOOR FACES SHALL BE PAINTED P8 UNO.

ALL INTERIOR HMF DOOR AND WINDOW FRAMES TO BE PAINTED P7 UNO.

ALL EXTERIOR HMF DOOR FRAMES TO BE PAINTED P8 AT THE EXTERIOR AND P7 AT THE INTERIOR UNO.

SEAL D A RCH SE I E N A N McM TE H U T A

C23603 T

R E

EN . 08 - 3 1 - 1 O F OF CAL I

PROJECT

TEHAMA CENTER STUDENT SERVICES

LEVEL 1 100'-0" 17 A-541

12 A-541

16 A-541

HEAD

MULLION

SILL

17 A-541

18 A-541

12 A-541

HEAD MULLION

JAMB (PLASTER)

16 A-541

18 A-541

SILL

JAMB (PLASTER)

12 A-541

11 G-513

8 A-542

5 A-541

12 A-541

16 A-541

17 A-541

10 A-541

SIGNAGE

THRESHOLD

DOOR HEAD

DOOR JAMB, SIM.

VERT MULLION

HORIZ MULLION

SILL

HEAD

JAMB (SIDING)

12 A-541

16 A-541

VERT HORIZ MULLION MULLION

SILL

17 A-541

10 A-541

HEAD

JAMB (SIDING)

18 A-541

JAMB (PLASTER)

JAMB HORIZ MULLION

12 A-541

13 A-541

15 A-541

14 A-541

VERT HEAD MULLION

SILL

JAMB

2'-6"

14 A-541

20 A-541

20 A-541 12 A-541

JAMB

SILL

4'-0"

VERT MULLION

14 A-541

12 A-541

SILL

13 A-541

15 A-541

WALL PERP TO MULLION 14 PER PLAN 20 A-541 A-541

VERT HEAD MULLION

SILL

JAMB

12 A-541

JAMB HORIZ MULLION

STOREFRONT WINDOW SYSTEM

3" / 1

TYP.

7 A-542

17 3" / A-542 12"

18 A-542

13 A-542

5'-1"

CL CL MECHANICAL LOUVER SYSTEM

4'-9"

TYP.

STOREFRONT WINDOW SYSTEM

1 A-541

18 A-541

SILL

HEAD

JAMB 14 A-541

VERT MULLION

20 A-541 12 A-541

2'-6" 5'-1" 2'-8"

5'-1"

CL 16 MECHANICAL LOUVER SYSTEM A-542 H

STOREFRONT WINDOW SYSTEM

CL J

17 EQ A-542

18 A-542

17 A-542

12 A-542

19 A-542

20 A-542

2'-8"

CL J

3" / 1

18 A-542

13 A-542

2'-7 1/2" 2'-6" 16 CL CL CL CL A-542 20 MECHANICAL LOUVER A-542SYSTEM

CL 15 A-542

11 A-542

2'-7 1/2"

2" 3 " / 12 "

EQ TYP.

17 A-542

CL 2 3" / 1

TYP. 2" 3" / 1

DG1

18 A-542 13 A-542 19 A-542

4'-8"

MECHANICAL LOUVER SYSTEM

5'-1" 4'-9"

5'-1"

CL CL LOUVER SYSTEM MECHANICAL MECHANICAL LOUVER SYSTEM REV. HREV.

18 A-541

SILL

HEAD

JAMB

DOOR CONFIGURATION F = FLUSH G = GLASS V = VISION L = LOUVER D = DUTCH J = DETENTION S = SLIDER O = OVERHEAD C = COUNTER A = ACCORDION P = STRIP CURTAIN

17 A-542 18 A-542 13 A-542 19 A-542 CLERESTORY 119'-0"

5'-1"

20 A-542

SEE SCHED

1'-8"

DF1A

SEE SCHED

DG2

FB1

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

FG1

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 ?00.00.00? LIONAKIS 2017

AGENCY

VERSION VARIATION A = VARIATION A B = VARIATION B ETC.

FRAME PROFILE (AT DOOR ONLY) F = DOUBLE RABBET (TYP) R = SINGLE RABBET E = DOUBLE EGRESS C = CASED P = POCKET

FRAME CONFIGURATION B = BASIC THREE-SIDED T = TRANSOM G = GLASS LITE V = VISION LITE W = TRANSOM W/ GLASS LITE X = TRANSOM W/ VISION LITE J = DETENTION P = PARTIAL TWO-SIDED Q = FOUR-SIDED CONFIGURATION VERSION 1 = VERSION 1 2 = VERSION 2 ETC.

SEE SCHED 2"

SEE SCHED

BOT GLAZ

+ 43" MAX

SEE SCHED.

FIN FLR

DATE 01/04/2019 05/17/2019

FRAME TYPE SYMBOL KEY

SEE SCHED

CLERESTORY 119'-0"

2'-8"

MARK

CONFIGURATION VERSION 1 = VERSION 1 2 = VERSION 2 ETC.

ISSUED

DOOR TYPE SYMBOL KEY

2" 1'-0" 2"

SEE SCHED.

8" 8" 1'-0"

SEE SCHED.

8" SEE SCHED.

DF1

1 A-541

FRAME TYPES

SEE SCHED. 8"

WALL PERP TO MULLION PER PLAN

19 A-541

STOREFRONT WINDOW SYSTEM

15'-3" 24'-8"

A 8"

11 A-541

DOOR TYPE D = DOOR S = SLIDER

STOREFRONT WINDOW SYSTEM

FINISH ANOD = ANODIZED FRP = FIBER REINFORCED PLASTIC PLAM = PLASTIC LAMINATE PT = PAINT ST = STAIN

SILL

8'-10" 8'-8"

MATERIAL ALUM = ALUMINUM DHM = DETENTION HOLLOW METAL HM = HOLLOW METAL SST = STAINLESS STEEL WD = WOOD

3'-0"

10'-0"

12 A-541

2" 1'-0" 2"

4'-0"

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

CLERESTORY 119'-0"

LEVEL 1 100'-0"

JAMB

14 A-542

5'-1" 20 A-542

SEE SCHED.

4'-0"

CLIENT

GLASS LEGEND NOTES: 1. SEE SPECS FOR GLASS TYPS NOTED

DOOR TYPES

SEE SCHED.

CL T

19 A-541

SILL

7 A-542

TYP.

12 A-542

4'-8"

15'-7" 17 CL A-542

2 3" / 1

14 A-542

11 A-542

1'-0"

5/15/2019 3:48:39 PM

TYP.

18 A-542

5'-1"

15'-3"

2" 3" / 1

SEE SCHED.

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

24'-8"

4'-0"

HORIZ MULLION

STOREFRONT WINDOW SYSTEM

4'-1"

CLERESTORY 119'-0"

HORIZ MULLION E

4'-0"

3'-0"

T 11 A-541

12 A-541

STOREFRONT WINDOW SYSTEM

WINDOW CANOPY AT SIDING

2'-11"

4'-0"

(E) = EXISTING ADO = AUTOMATIC DOOR OPERATOR ADC = AUTOMATIC DOOR CLOSER CR = CARD READER EL = ELECTRIC LOCK HDW GP = HARDWARE GROUP HO = HOLD OPEN PH = PANIC HARDWARE V = VINYL STRIPS GLASS LEGEND: GL = GLASS LG = LEADED GLASS RG = RATED GLASS SG = SPANDREL GLASS

WINDOW CANOPY AT PLASTER

19 A-514

3'-0"

B 14 A-541

2'-0"

9'-0"

LEVEL 1 100'-0" 12 A-541

4'-0"

4'-1"

CL CL T

2'-4"

2'-0" 4'-0" 3'-0"

2'-0" 2'-4" 9'-0" WINDOW CANOPY AT SIDING C C C 2'-3" L 2'-3" L 2'-3" L 2'-3"

2'-11"

C C C 2'-3" L 2'-3" L 2'-3" L 2'-3"

19 A-514

3'-0"

2'-6"

18 A-514

9'-0"

2'-0"

2'-4"

WINDOW CANOPY AT PLASTER

4'-0"

9'-0"

18 A-514

3'-0"

2'-4"

STOREFRONT AND WINDOW SYSTEM

10'-0"

2'-0"

STOREFRONT WINDOW SYSTEM

2'-0"

STOREFRONT WINDOW SYSTEM

770 DIAMOND AVE RED BLUFF, CA 96080

LEGEND

18 A-541

JAMB (PLASTER) A

07/03/2019

DOOR SCHEDULE SHEET NOTES

8/A-542 8/A-542

10'-0"

✔

14. COORDINATE THE SIZE AND LOCATION OF RECESSES IN CONCRETE FLOORS FOR RECESSED DOOR HARDWARE.

CL T

3'-0"

ACS

✔

13. PROVIDE RATED GLASS AT RATED DOORS AND FRAMES WITH LITES. SEE DOOR SCHEDULE AND PROJECT SPECIFICATIONS.

DATE:

FLS

8/A-542

10'-0"

4'-6 1/2"

10. FOR SIGNAGE LOCATIONS, SEE SIGNAGE PLANS.

10'-0"

6'-1 1/4"

REVIEWED FOR ✔

CL C 2'-0" L

3'-10 3/4"

INC:

4'-0"

APP. 02-117123

C 2'-0" L

CL C EQ 2'-6" L 2'-0"

DOOR AND FRAME ASSEMBLY DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION AND INSTALLATION.

8/A-522 12/A-522 12/A-522 8/A-522

36'-0"

2'-5 1/2" 4'-6 1/2" 3'-0"

CT Y R RT

COMMENTS

THRESHOLD

3'-0" 3'-0"

CL C EQ L 2'-6" 2'-0"

CL C 2'-6" EQL 2'-2"

JAMB

HEAD

GENERAL DOOR SHEET NOTES ARE TYPICAL UNLESS NOTED OTHERWISE.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

7'-9" 9'-0"

FINISH

DG1 DG1

8'-10" 9'-4" 8'-6"

CL 2'-2" EQ 2'-6"

MATL

02 02 101 03 105 103 104 103 103 103 103 103 103 103 103 103 103 103 103 103 108 106 107 106 102 05 104 04 104 03 102 102 102 102 102 102 102 102 03 03 06

TYPE

10'-0"

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

ALUM

HALLWAY HALLWAY CLASSROOM/LOBBY OVERFLOW CANOPY ADMIN OFFICE STUDENT SERVICES ADMIN OFFICE FACULTY OFFICE STUDENT SERVICES STUDENT SERVICES STUDENT SERVICES FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE WORK CENTER CUSTODIAL STORAGE IDF VET OFFICE VET OFFICE VET CENTER VET CENTER CONFERENCE CONFERENCE COUNSELOR CAMPUS SAFETY COUNSELOR COUNSELOR COUNSELOR COUNSELOR COUNSELOR COUNSELOR FACULTY HALLWAY FACULTY HALLWAY FIRE RISER

HEIGHT FINISH

4'-6 1/2"

100B 100D 101A 101B 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122A 122B 123A 123B 124A 124B 125 126 127 128 129 130 131 132 150A 150B 151

MATL

TYPE

2'-5 1/2"

LOBBY

LEAF 2 WIDTH TYPE WIDTH

4'-6 1/2"

100A

HDW GP

FRAMES

3'-0"

LOCATION

DOORS

2'-5 1/2"

DOOR NO

FIRE RATING (MINS)

DOOR SCHEDULE GENERAL NOTES

3'-0"

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

DOOR AND FRAME SCHEDULE

LI J ON C

FIN FLR

FW1

DV2

FB1M

VERSION VARIATION A = VARIATION A M = VARIATION W/ MULLION R = VARIATION W/ REMOVABLE MULLION ETC.

TITLE

SCHEDULES / DIAGRAMS - DOORS & WINDOWS SHEET

A-621

ROOM FINISH SCHEDULE

100 100A 100B 100C 100D 100E 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 150 151

ROOM NAME LOBBY WORK CENTER HALLWAY HALLWAY HALLWAY ENTRY TOWER CLASSROOM/LOBBY OVERFLOW ADMIN OFFICE STUDENT SERVICES ADMIN OFFICE FACULTY OFFICE STUDENT SERVICES STUDENT SERVICES STUDENT SERVICES FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE FACULTY OFFICE RESTROOM CUSTODIAL STORAGE IDF VET OFFICE VET CENTER CONFERENCE COUNSELOR CAMPUS SAFETY COUNSELOR COUNSELOR COUNSELOR COUNSELOR COUNSELOR COUNSELOR FACULTY HALLWAY FIRE RISER

F1 C1 F1 F1 F1 SP5 F1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 SF1 SP5 SP5 RT1 F1 F1 F1 C1 C1 C1 C1 C1 C1 C1 C1 F1 SP5

B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 PL4 P2 P2 PL4 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1

5 5 5 5 5 5 5 W1 5 5 W1 W1 5 5 5 5 5 5 5 5 5 5 6 6 5 5 5 5 5 5 5 W1 W1 5 5 W1 W1 5 5

P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 PL4 P2 P2 PL4 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 PL4 P2 P2 PL4 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1

5 5 5 5 5 5 5 5 5 W1 5 5 W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 6 6 5 5 5 5 5 W1 W1 5 5 W1 W1 5 5 5 5

P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 PL4 P2 P2 PL4 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P1

CC1 5 5 CL1 CL1 6 CC1 CL1 5 5 CC1 CC1 CC1 CC1 CC1 CL1 CC1 CL1 CL1 CL1 CL1 CL1 CL1 5 5 5 5 CL1 CL1 CL1 CL1 CL1 CL1 CL1 CL1 CL1 CL1 CL1 SP7 6

P1 P1 P1 P1 P1 CL2 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 CL2 CL2 CL2 CL2 CL2 CL2 CL2 CL2 CL2 CL2 CL2 CL2 P1

GENERAL NOTES

INTERIOR FINISH LEGEND

FLOOR NORTH EAST SOUTH WEST CEILING CASEWORK WINDOW INTERIOR TYPE COVERING ELEVATION MATL FIN BASE MATL FIN MATL FIN MATL FIN MATL FIN MATL FIN 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

2 1

SP8 SP9 SP9

SP8,SP9 SP8 SP89 SP8,SP9 SP8,SP9 SP9 SP9 SP9 SP8 SP8 SP8 SP8 SP8 SP8 SP8 SP8 SP8

FINISH CODE

MANUFACTURER

TYPE / STYLE, COLOR, SIZE

NOTES

A-221 CARPET C1 C2

A-222

2. CARPET TILE: SHAW CARPET TILE: SHAW

RESILIENT TILE RT1 VPI

FOCUS 59455, 'MEDITATE 54761" BON JOUR II 57032, "TOBACCO 31150"

24" TILES, 1/4 TURN INSTALLATION 24" TILES, 1/4 TURN INSTALLATION

SHEET FLOORING SF1 LINOLEUM: FORBO

MARMOLEUM CONCRETE, 3728/372835, "KAOLIN"

PAINT P1 P2 P3 P4 P5 P6 P7 P8

SHERWIN-WILLIAMS SHERWIN-WILLIAMS SHERWIN-WILLIAMS SHERWIN-WILLIAMS SHERWIN-WILLIAMS SHERWIN-WILLIAMS SHERWIN-WILLIAMS SHERWIN-WILLIAMS

0050 - CLASSIC LIGHT BUFF 9180 - AGED WHITE 6122 - CAMELBACK 7705 - WHEAT PENNY 0077 - CLASSIC FRENCH GRAY 7066 - GRAY MATTERS 6994 - GREENBLACK 0015 - GALLERY GREEN (MATCH EXISTING CAMPUS)

108/A-222 109/A-222

BASE B1 B2

BURKE SELF-COVING BASE SF1

TS-CP, "BLACK", 4" 6"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

IF AT ANY TIME THE GENERAL CONTRACTOR REQUIRES CLARIFICATION OF FINISH LOCATIONS, CONTACT PROJECT ARCHITECT PRIOR TO FINISH APPLICATION.

APP. 02-117123

CEILING FINISHES SHALL BE IN COMPLIANCE WITH TABLE 803.9 (HC REFERENCE CEILING F FINISHES SHALL BE IN COMPLIANCE WITH TABLE 1224.4.11)

WALL AND CEILING MATERIALS SHALL NOT EXCEED THE ALLOWABLE FLAME SPREAD CLASSIFICATION IN APPLICABLE CODE, CLASS A

INTERIOR WALL AND CEILING FINISHES FOR ALL ROOMS AND ENCLOSED SPACES IN 1-2.1 OCCUPANCY, INCLUDING EXIT ENCLOSURES AND CORRIDORS SHALL BE CLASS B WITH FLAME SPREAD 26 TO 75.

INC:

REVIEWED FOR

ALL INTERIOR FINISHES SHALL COMPLY WITH CBC SECTION 803 (INTERIOR FINISHES) (HC REFERENCE CBC SECTION 1224.4.11); FLOOR FINISH SHALL BE SMOOTH, WASHABLE AND DURABLE IN ALL PROCEDURE TYPE AREAS

3. STATMATE STATIC CONTROL TILE, 16, "CLOUD"

A-222

A-411 A-411

SP8 SP8 SP8 SP8 SP8 SP8 SP8 SP8 SP8 SP8 SP8 SP8

INTERIOR FINISH REMARKS

✔

DATE:

FLS

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com MANUFACTURED INSIDE AND OUTSIDE CORNERS

CEILING FINISHES CL1 ARMSTRONG CL2

2'x2' SUSPENDED ACOUSTICAL LAY-IN CEILING TILE, ULTIMA HIGH NRC 1910 2'x2'x3/4" SQUARE EDGE PAINTED GYPSUM BOARD

CEILING COMBINATION CC1 CC2 CC3

CL1 AND GYP WITH P1 CL1 AND GYP SOFFITS CL1, CL3, AND GYP SOFFITS

PLASTIC LAMINATE PL1 WILSONART PL2 WILSONART PL3 WILSONART PL4 WILSONART

4667-60, "GREEN TIGRIS" 7909-60, "FUSION MAPLE" 1695-60, "BLACK" 4823-60, "ANTIQUE BRUSH"

SPECIALTY PRODUCTS AND FINISHES SP1 SOLID SURFACING: CORIAN SP2 FRP: MARLITE FRP SP3 SP4 SP5 SP6 CARNEGIE XOREL FABRIC SP7 HARDI-SOFFIT

"NIGHT SKY" P118, "NATURAL ALMOND", PEBBLED SURFACE PLYWOOD PAINTED P1 PLYWOOD PAINTED P7 CONCRETE SEALER #6619 QUARRY, COLOR "F94" PAINT TO MATCH EXTERIOR SOFFIT

CONSULTANT

SEAL D A RCH SE I E N A N McM TE H U T A

CT Y R RT

LI J ON C

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

EN . 08 - 3 1 - 1 O F OF CAL I 9

R E

C23603

PROJECT

TEHAMA CENTER STUDENT SERVICES 770 DIAMOND AVE RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

FLOOR PATTERNS AND COMBINATIONS

WALL PATTERNS AND COMBINATIONS

INTERIOR FINISH REMARKS

ISSUED

MARK NOTES

NOTES

SEE FLOOR FINISH SHEET A-131 FOR FINISH CLARIFICATION.

F1 CARPET: COMBINATION OF C1 AND C2

SEE ELEVATIONS A-221 THROUGH A-222 WHEN WALL COMBINATIONS ARE USED IN SCHEDULE FOR CLARIFICATION.

W1 SP6 OVER TACKABLE WALL PANEL TO 9'-6" WITH P1 ABOVE

SEE REFLECTED CEILING PLAN FOR CLARIFICATION ON CEILING TYPES AND FINISH.

SEE INTERIOR ELEVATIONS FOR FINISH CLARIFICATION AND LOCATION.

COLUMNS SHALL BE PAINTED P1 ON ALL SIDES UNO.

WRAP ALL EXPOSED SURFACES OF SOFFIT WITH ACCENT PAINT.

WRAP ALL SIDES OF WALL WITH ACCENT PAINT.

PAINT ELECTRICAL PANEL DOORS AND FIRE EXTINGUISHER CABINETS TO MATCH ADJACENT WALL UNO.

PROVIDE 3/4" FIRE-TREATED PLYWOOD ON ALL WALLS. INSTALL THE PLYWOODS STARTING AT 6" AFF TO 8'-6" AFF. (IDF ROOM)

FLOORING AND COVED BASE SHALL HAVE WELDED SEAMS TO MATCH DARKEST ADJACENT FLOORING.

NOT USED.

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

B 10. NOT USED. 11. PAINT ALL EXPOSED DUCTS, PIPING, CONDUIT, STEEL, FRAMING, METAL DECK, ETC P1, UNO.

MANAGEMENT

C:\Users\dan.eitman\Documents\_RevitLocalFiles\017294_A_BIM_A-MASTER_R18_CENTRAL_dan.eitman@lionakis.com.rvt

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

CASEWORK LEGEND AND NOTES

WINDOW COVERING LEGEND & NOTES

MATERIAL CODES

NOTES

CASEWORK TO BE TYPE 1, UNO.

PROVIDE CASEWORK LOCKS AS NOTED ON THE INTERIOR ELEVATIONS. (COORDINATE CASEWORK LOCKS, QUANTITY AND LOCATION WITH OWNER)

PROVIDE WINDOW TREATMENTS IN LOCATIONS NOTED ON INTERIOR ELEVATIONS AND FINISH SCHEDULE. 19 20 A-522 A-522

PROVIDE GROMMETS @ ALL KNEE SPACES. COLOR TO MATCH ADJACENT COUNTER SURFACE, LOCATIONS TBD WITH ARCHITECT IN FIELD.

ROLLER SHADE, SP8, MANUAL OPERATION

ALL CASEWORK SHELVING SHALL BE ADJUSTABLE, UNO.

ROLLER SHADE, SP9, MOTORIZED OPERATION AT CLERESTORY

PLASTIC LAMINATE DUST CAPS TO MATCH ADJACENT VERTICAL LAMINATE, UNO.

1 2 3 4 5 6 7 8 E OTS

COUNTER EDGE BANDING TO BE 3MIL GREENLINE ABS EDGEBANDING, TO MATCH HORIZONTAL SURFACE.

DRAWER AND DOOR EDGE BANDING TO BE 0.018 3 MIL EDGE BANDING TO MATCH VERTICAL SURFACE.

CONCRETE PLYWOOD (DECKING) CONCRETE MASONRY UNIT BRICK GYPSUM WALLBOARD GYPSUM WALLBOARD, WATER RESISTANT EXPOSED STRUCTURE CEMENTITIOUS WALLBOARD EXISTING OPEN TO STRUCTURE

TITLE

TYPE 1 VERTICAL SURFACE: PL2 HORIZONTAL SURFACE: PL4 BASE: PL3

SCHEDULE - INTERIOR FINISHES

TYPE 2 VERTICAL SURFACE: PL4 HORIZONTAL SURFACE: SP1 BASE: PL3

5/15/2019 3:48:39 PM

017294 ?00.00.00? LIONAKIS 2017

SHEET

A-641

CODE ANALYSIS

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

GOVERNING CODE:

2016 CALIFORNIA BUILDING CODE

OCCUPANCY TYPE:

GROUP A-3(S1), B(S1). A-3(S1) GOVERNS AS MOST RESTRICTIVE

CONSTRUCTION TYPE: (CBC 506 & TABLE 506.2)

TYPE V-B, WITH AUTOMATED FIRE SPRINKLER SYSTEM ALLOWABLE AREA AND HEIGHT INCREASES NOT UTILIZED

TABULAR ALLOWABLE HEIGHT AND BUILDING AREA: (CBC 504.3, 504.4, 506.2)

OCCUPANCY GROUP

ALLOWABLE BLDG AREA

MAX NO OF STORIES

ALLOWABLE BLDG HT

GROUP A-3(S1)

24,000 SF

1 STORY

60 FT

ACTUAL

OCCUPANCY GROUP

ACTUAL BLDG AREA

MAX NO OF STORIES

ACTUAL BLDG HT

GROUP A-3B(S1)

8,964 SF

1 STORY

35 FT

8,964 SF

DETAILED ALLOWABLE BUILDING AREA DETERMINATION (CBC 506.2)

ACTUAL AREA

FIRE RESISTIVE REQUIREMENTS: (CBC TABLE 601)

OCCUPANT LOADS: (CBC TABLE 1004.1.2)

TOTAL:

214 OCCUPANTS

TOTAL EGRESS WIDTH: (CBC 1005)

LOBBY EXIT: HALLWAY EXITS:

REQ'D: 49 OCCUPANTS x 0.2" = 9.8" REQ'D: 30 OCCUPANTS x 0.2" = 6"

AREA OF FIRE SPRINKLER PROTECTION SYSTEM

24,000 SF

PROVIDED: 72" PROVIDED: 36"

10. COMMON PATH OF EGRESS TRAVEL: (CBC TABLE 1006.2.1)

TWO EXITS OR EXIT ACCESS DOORWAYS FROM A SPACE SHALL BE PROVIDED WHERE THE COMMON PATH OF TRAVEL EXCEEDS 75'-0"

11. FIRE FLOW REDUCTION (CFC TABLE B105.1) -

FIRE FLOW CALCULATION AREA: CONSTRUCTION TYPE AREA FIRE FLOW (GALLONS PER MINUTE)

TYPE V-B 7,701-9,400 SF 2,500 REQ'D

75% 1,875 REQ'D

(CFC TABLE B105.2)

REDUCTION FOR FULLY-SPRINKLERED BUILDING (% REQ'D)x(FIRE FLOW) = (75%)x(2500)

(CFC TABLE C102.1)

1,875 2 HYDRANTS 450 FEET 225 FEET

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

✔

07/03/2019

ACS

✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

✔

07/03/2019

ACS

✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

✔

07/03/2019

ACS

✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

Model 1000

TESTan DRAIN

300 PSI Bronze Ball Valve

Model 1000 - Plan View

Front View - Horizontal Install E

S21 (typ)

TO DRAIN

Joist MFR

TO DRAIN D

Dimensions

Materials

Orifice Size Available: Wood joist or beam. Attachment to I-Joist per MFR Detail S26

3⁄8", 7⁄16", 1⁄2", 17⁄32",

ELO

(5⁄8")*,

ESFR

(3⁄4")*,

FROM BRANCH E

& K25**

SIZE

¾"

51⁄16" (128 mm)

11⁄2" (37.5 mm)

23⁄16" (57 mm)

35⁄8" (93 mm)

33⁄8"SYSTEM 113⁄16 " 49PORT ⁄16" ACCESS (86 mm) (46 mm) (117 mm)

63⁄8" (162.5 mm)

51⁄16" (128 mm)

11⁄2" (37.5 mm)

23⁄16" (57 mm)

35⁄8" (93 mm)

33⁄8" (86 mm)

113⁄16"

49⁄16" (117 mm)

63⁄8" (162.5 mm)

11⁄4"

57⁄16" (163 mm)

111⁄16" (43 mm)

29⁄16" (65 mm)

41⁄4" (108 mm)

35⁄16" (83 mm)

115⁄16" (51 mm)

59⁄16" (141 mm)

51⁄2" (192 mm)

1½"

67⁄16"

113⁄16" (45 mm)

31⁄4"

(81.5 mm)

51⁄16"

(127 mm)

37⁄8"

(99 mm)

25⁄8"

(67 mm)

81⁄4"

(207 mm)

107⁄8"

(274 mm)

67⁄16" (163 mm)

113⁄16" (45 mm)

31⁄4" (81.5 mm)

51⁄16" (127 mm)

37⁄8" (99 mm)

25⁄8" (67 mm)

81⁄4" (207 mm)

107⁄8" (274 mm)

1/2” NPT SYSTEM ACCESS PORT

(163 mm)

STREET EL

(46 mm)

STREET EL * Available on 11⁄4" to 2" size units only OR PIPE ** Available on 11⁄2" and 2" size units only

Handle: Steel Stem: Rod Brass Ball: C.P. Brass Body: Bronze Valve Seat: Impregnated Teflon® Indicator Plate: Steel Handle Stop: Steel

Approvals UL and ULC Listed (EX4019) FM Approved NYC-BSA No. 720-87-SM

TO DRAIN

TO DRAIN … The Model 1000 provides all of the following

From the 2007 Edition of NFPA 13 Chapter 8.16.2.4.1* Provisions shall be made to properly drain all parts of the system. Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s) – shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. & 8.16.2.4.3 Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling the flow of the drain. Chapter A.8.17.4.2 (Wet Pipe System) test connection is permitted to terminate into a drain capable of accepting full flow… using an approved sight test connection containing a smooth bore corrosion-resistant orifice giving a flow equivalent to one sprinkler… Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Chapter 8.17.4.2.4 shall be permitted to be installed in any location… downstream of the waterflow alarm. Chapter 8.17.4.3.1 (Dry Pipe System) a trip test connection not less than 1" in diameter, terminating in a smooth bore corrosion-resistant orifice, to provide a flow equivalent to one sprinkler… Chapter 8.17.4.3.2 The trip test connection… with a shutoff valve and plug not less than 1", at least one of which shall be brass.

USA Patent # 4741361 and Other Patents Pending AGF Manufacturing Inc.

100 Quaker Lane, Malvern, PA 19355 Phone: 610-240-4900 Fax: 610-240-4906 www.testandrain.com

IMAGE DENOTES PLAN VIEW OF 4-WAY BRACE ATDENOTES TOP OF RISER ASSEMBLE. USE (2X) IMAGE PLAN VIEW OF 4-WAY BRACE AT TOP OF RISER ASSEMBLY. (2X) LATERAL SWAY BRACE LATERAL SWAYUSE BRACE ASSEMBLIES (SEE ASSEMBLIES (SEE BELOW). ATTACH TO BLOCKING BELOW). ATTACH TO BLOCKING W/ 1/2" W/ DIA 1/2" DIA THRU BOLT. BLOCKING TO BE 4X6 MIN W/ A35 THRU BOLT. BLOCKING TO BE 4X6 MIN W/ A35 EACH SIDE, TOP AND BOTTOM EACH SIDE, TOP AND BOTTOM

SWAY BRACE BOLTING TO JOIST FOR LOADS PARALLEL AND PERPENDICULAR

Job Name:__________________________________ Architect:____________________________________ Engineer:____________________________________ Contractor:__________________________________

APP. 02-117123

INC:

REVIEWED FOR SS

✔

DATE:

FLS

✔

07/03/2019

ACS

✔

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

PLUMBING FIXTURE SCHEDULE

PLUMBING LEGEND

G MG HP OF RWL SD

T TR WSP

8" SQUARE X 6" DEEP FLOOR SINK WITH WHITE ACID RESISTANT PORCELAIN ENAMEL COATED INTERIOR, LOOSE SET PORCELAIN ENAMEL COATED CAST IRON GRATE, ALUMINUM DOME, BOTTOM STRAINER, AND NO HUB OUTLET.

ALL FIXTURES WHITE UNLESS OTHERWISE NOTED.

PROVIDE FLOW CONTROL DEVICES ON LAVS AND SINKS PER T-24, PART 5, CCR.

ALL FIXTURES SHALL BE FURNISHED WITH STOP VALVES. VALVES MAY BE IN SUPPLY PIPES OR INTEGRAL WITH SUPPLY FITTINGS.

PLUMBING CONTRACTOR SHALL COORDINATE ALL PLUMBING LINE LOCATIONS WITH OTHER TRADES.

REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIXTURES AND MOUNTING HEIGHTS.

PLUMBING CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND PAY ALL COSTS INVOLVED.

INSULATE HOT & COLD WATER SUPPLY PIPES, STOPS, P-TRAP AND DRAIN LINE AT EACH ADA LAVATORY AND SINK WITH ANTI-MICROBIAL, SEAMLESS, VANDAL RESISTANT PROTECTIVE PIPE COVER "PROWRAP" OR EQUAL.

REVIEWED FOR SS

CAST IRON BODY WITH NICKEL-BRONZE STRAINER

WATTS

FS-710

HB-1

ACORN

8151-SSLF

HOSE BIBB WITH INTEGRAL VACUUM BREAKER,STAINLESS STEEL RECESSED BOX WITH KEY

WALL

STAINLESS STEEL

HB-2

ACORN

8125CR-LF

HOSE BIBB WITH VACUUM BREAKER AND REMOVABLE HANDLE.

ROOF

CHROME PLATED

L-1

AMERICAN STANDARD

0355.012 LUCERNE

LAVATORY, 20-1/2" x 18-1/4", FAUCET HOLES ON 4" CENTERS, AMERICAN STANDARD 1340.105 (0.5 GPM) METERING MIXING FAUCET WITH 605P400 4" BRASS DECK PLATE. SET FAUCET CYCLE TIME AT 24 SECONDS MAXIMUM (0.2 GALLONS PER CYCLE). PROVIDE P-TRAP, SUPPLIES, STOPS AND FLOOR-MOUNTED UPRIGHTS WITH CONCEALED ARM SUPPORTS. ACCESSIBLE.

WALL

INC:

FLS

✔

ACS

✔

07/03/2019

DATE:

VIT. CHINA 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

MS-1

24" x 24" x 12" HIGH TERRAZZO MOP SINK WITH INTEGRAL SB-900 SERVICEPTOR STAINLESS STEEL CAP (ALL SIDES), INTEGRAL FLOOR

WILLIAMS

FLOOR

TERRAZZO

DRAIN. FURNISH: T-15 VB WALL MOUNTED H & CW FAUCET WITH VACUUM BREAKER, ADJ. WALL BRACE, SPOUT WITH HOSE THREAD, T-35 HOSE & HOSE BRACKET, T-40 MOP HANGER, P-TRAP, SUPPLIES AND STOPS.

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

RD/OFD-1

TP-1

ZURN

Z165

P.P.P

COMBINATION ROOF AND OVERFLOW DRAINS WITH UNDERDECK CLAMP, SUMP RECEIVER AND CAST IRON DOME

P2-500

ROOF

CAST IRON

---

ADJUSTABLE TRAP PRIMER VALVE WITH UNION AND BALL VALVE

---

AMERICAN STANDARD

2467.100 CADET

FLUSH TANK WATER CLOSET, 16-1/2" HIGH, 1.1 GPF, BENEKE 523SS OPEN FRONT WHITE SEAT, SUPPLY AND STOP, FLUSH TANK LEVER HANDLE ON OPEN SIDE OF STALL. ACCESSIBLE.

FLOOR MOUNT

R . T I CH E

M31176 EXP. 12/31/19 TA

WC-1

PROF E SS I ONA L

CH AN I C A

OF C

I NEER

PLUMBING GENERAL NOTES

FLOOR

MATERIAL

FS-1

I RN A L I FO

VIT. CHINA

SEAL

EQUIPMENT SCHEDULE SYMBOL

MAKE

NUMBER

A.O. SMITH

DSE-5A

CHRONOMITE

CM-20L/208

DESCRIPTION/TRIM

EWH 1

SUPPORT

R NO

ABOVE CEILING AMERICAN DISABILITIES ACT ABOVE FINISH FLOOR ABOVE FINISH GRADE BELOW FINISH FLOOR (GRADE) BALL VALVE CONDENSATE DRAIN CONDENSATE DRAIN DROP CIVIL ENGINEER CAST IRON CLEAN OUT CLEAN OUT TO GRADE COLD WATER COLD WATER DROP/RISER DRY STAND PIPE DRY STAND PIPE RISER EXISTING ELECTRIC WATER HEATER FROM ABOVE FROM BELOW FLOOR CLEANOUT FINISHED FLOOR ELEVATION

DESCRIPTION/TRIM

ABC ADA AFF AFG BFF(G) BV CD CD,D CE CI CO COTG CW CW,D/R DSP DSP,R (E) EWH FA FB FCO FFE

NUMBER

MAKE

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SYMBOL

AV AW

FIRE HOSE CABINET FLOOR MOUNT FIRE SPRINKLER RISER GAS GAS RISER/DROP GRADE CLEANOUT GAS PRESSURE REGULATOR GATE VALVE GAS WATER HEATER HOT WATER HOT WATER DROP/RISER INVERT ELEVATION MIXING VALVE NEW NOT IN PLUMBING CONTRACT OVER FLOW LEADER PRESSURE & TEMP RELIEF VALVE PLUMBING CONTRACTOR PRESSURE REGULATING VALVE POUNDS PER SQUARE INCH ROOF DRAIN RAIN WATER LEADER RAIN WATER LEADER DROP SHUT OFF COCK SHUT OFF VALVE TRAP PRIMER (CONNECTION) TEMPERED WATER TEMPERED WATER DROP/RISER TYPICAL UNDER FLOOR UNDER SLAB VALVE BOX VENT VENT RISER VENT THRU ROOF WALL CLEANOUT SANITARY SEWER SANITARY SEWER DROP WATER HAMMER ARRESTOR WALL MOUNT WET STAND PIPE WET STAND PIPE RISER

FHC FM FSR G G,R/D GCO GPR GV GWH HW HW,D/R IE MV (N) NIPC OFL P&TRV PC PRV PSI RD RWL RWL,D SOC SOV TP(C) TW TW,D/R TYP UF US VB V V,R VTR WCO SS SS,D WHA WM WSP WSP,R

REG I ST

0 1/4" 1/2"

APP. 02-117123

SANITARY SEWER (SS) SANITARY VENT (V) COLD WATER (CW) HOT WATER (140° F) (HW) HOT WATER RETURN (140° F) (HWR) COMPRESSED AIR ACID VENT (AV) ACID WASTE (AW) CONDENSATE DRAIN DRAIN LINE FIRE PROTECTION GAS (G) GAS - MEDIUM PRESSURE GAS - HIGH PRESSURE RAIN WATER LEADER OVERFLOW (OF) RAIN WATER LEADER (RWL) STORM DRAIN (SD) TEMPERED WATER (110° F) (TW) TEMPERED WATER RETURN (110° F) (TWR) WET STAND PIPE (WSP) SHUT OFF VALVE IN VALVE BOX GAS PRESSURE REGULATOR POINT OF CONNECTION

IEWH 1

SUPPORT

NOTES

TANK TYPE ELECTRIC WATER HEATER. 5 GALLON CAPACITY; 3 kW ELECTRIC HEATER. 80°F TEMPERATURE RISE WITH 15 GPH RECOVERY, 208 VOLT, 1 PHASE, 14.4 AMPS (125 LBS. OPERATING WEIGHT FILLED)

WALL

-----

INSTANTANEOUS ELECTRIC WATER HEATER WITH 81° F. TEMPERATURE RISE AT 0.35GPM FLOW RATE, DIGITAL MICROPROCESSOR, SET AT 115 DEGREES FAHRENHEIT, 4160 WATTS, 208 VOLT, 1 PHASE, 20 AMPS (5 LBS.)

WALL

----PROJECT

TEHAMA CENTER STUDENT SERVICE

MEP COMPONENT ANCHORAGE NOTE

770 DIAMOND AVE. RED BLUFF, CA 96080

ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2016 CBC, SECTIONS 1616A.1.18 THROUGH 1616A.1.26 AND ASCE 7-10 CHAPTER 13, 26 AND 30.

CLIENT

ALL PIPE PENETRATIONS THROUGH ROOF SHALL BE FLASHED SIMILAR TO VTR'S.

ALL SANITARY SEWER VENT PIPE PENETRATIONS THROUGH ROOF SHALL TERMINATE AT A MINIMUM DISTANCE OF 10' FROM ANY FRESH AIR INTAKE.

THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING AND CONDUIT.

10.

MINIMUM LOCAL CONNECTION SIZES SHALL BE MADE IN ACCORDANCE WITH THE SCHEDULE OF CONNECTIONS.

11.

ALL WATER PIPING SIZED IN ACCORDANCE WITH 2016 C.P.C.

12.

GAS PIPING SIZED IN ACCORDANCE WITH TABLE 1216.2, 2016 C.P.C.

13.

ALL WASTE, WATER, FIRE AND STORM DRAIN PIPING SHALL BE STUBBED OUTSIDE BUILDING TO CONNECTION POINT SHOWN. SEE CIVIL DRAWINGS FOR CONTINUATION. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE PIPING.

14.

COORDINATE ALL TRENCHING WITH GENERAL CONTRACTOR.

15.

ALL HOSE BIBBS SHALL BE 3/4" AND MOUNTED AT 12" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ALL HOSE BIBBS SHALL HAVE A NON-REMOVABLE VACUUM BREAKER.

16.

PLUMBING CONTRACTOR SHALL VERIFY LOCATION AND ADEQUACY OF SIZE AND DEPTH OF EXISTING PLUMBING UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK OR ORDERING ANY MATERIALS.

17.

PROVIDE MATERIALS AND INSTALL IN ACCORDANCE WITH 2016 CALIFORNIA PLUMBING CODE AND STATE CODE REGULATIONS.

18.

SEISMIC SUPPORTS AND BRACING FOR ALL PIPING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH CBC SECTION 1613A, ASCE7 SECTION 13.6.1 AND NFPA 13 STANDARDS FOR SUPPORT AND ANCHORAGE. METHODS AND MATERIALS PUBLISHED BY SMACNA AND APPROVED BY STATE AGENCIES SHALL BE USED.

19.

THE CONDENSATE DRAIN RECEPTACLE (CDR) AND ASSOCIATED WASTE AND VENT PIPING IS NOT REQUIRED AT SITES WHERE THE ROOF DRAINS CONNECT TO A STORM DRAIN SYSTEM. CD LINES FROM ROOFTOP MECHANICAL EQUIPMENT MAY SPILL OVER ROOF DRAINS WITH A TURNED-DOWN ELBOW.

20.

21.

C:\Users\rmoyher\Documents\18.003 Tehama SSB MEP- R18_rmoyher@peterseng.com.rvt

ALL PERMANENT EQUIPMENT AND COMPONENTS. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS OR HAS A CENTER OF MASS LOCATED 4 FEET OR MORE ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.

5/15/2019 10:16:07 AM

1. 2.

THE WATER CLOSET CONTROLS (FLUSH HANDLE) MUST BE LOCATED ON THE CLEAR/ WIDE SIDE OF THE ACCESSIBLE WATER CLOSETS. HAZARDOUS AND COMBUSTIBLE MATERIAL LINES (E.G. GAS LINES) GREATER THAN 1" IN DIAMETER AND NON-HAZARDOUS LINES (E.G. WATER LINES) GREATER THAN 3" IN DIAMETER REQUIRE SEISMIC BRACING PER 2016 CBC SECTION 1616A.1.26. ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN THE EATON/COOPER B-LINE OPM-0052-13 WITH 2016 REVISIONS. GENERAL CONTRACTOR TO CONFIRM BRACING DETAILS WITH DESIGN TEAM PRIOR TO INSTALLATION. GAS LINES TO COMPLY WITH DSA BULLETIN 11-03.

COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROM A WALL.

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE OR STRUCTURAL ENGINEER DELEGATED RESPONSIBILITY AND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.5.6, 13.6.7, 13.6.8, AND 2016 CBC, SECTIONS 1616A.1.24, 1616A.1.25 AND 1616A.1.26. THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., SMACNA OR OSHPD OPM), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIPING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E): MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS MP

OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL (OPM #) #____________. OPTION 3: SHALL COMPLY WITH THE SMACNA SEISMIC RESTRAINT MANUAL, OSHPD EDITION (2009), INCLUDING ANY ADDENDA. FASTENERS AND OTHER ATTACHMENTS NOT SPECIFICALLY IDENTIFIED IN THE SMACNA SEISMIC RESTRAINT MANUAL, OSHPD EDITION, ARE DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS. THE DETAILS SHALL ACCOUNT FOR THE APPLICABLE SEISMIC HAZARD LEVEL ___ AND CONNECTION LEVEL ___ FOR THE PROJECT AND CONDITIONS.

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

AGENCY

PLUMBING SHEET LIST SHEET NUMBER P-001 P-101 P-111 P-112 P-133 P-501

SHEET NAME SYMBOLS, NOTES & SCHEDULES PLUMBING GAS SITE PLAN FLOOR PLAN - DRAINAGE PLUMBING FLOOR PLAN - DOMESTIC PLUMBING ROOF PLAN - PLUMBING DETAILS

TITLE

SYMBOLS, NOTES & SCHEDULES

SHEET

P-001

SHEET NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1. ALL PIPING SHOWN SHALL BE RUN UNDER GRADE BEFORE RISING AT WALL TO ENTER BUILDING WITH SHUTOFF VALVE PER DETAIL 2/P-501 2. GAS TO ROUTE ON SITE AND ABOVE CEILING IN BUILDING BEFORE ENTERING REGULATOR ON BUILDING ROOF.

APP. 02-117123

REVIEWED FOR SS

0 1/4" 1/2"

INC:

FLS

✔

ACS

✔

07/03/2019

DATE:

SEE SHEET P112 FOR GAS RISER INTO BUILDING.

CONNECT NEW 1"ø SITE GAS PIPING AT EXISTING TRAFFIC GRAD VAULT AND LID. PROVIDE NEW TRAFFIC GRADE LID AND VAULT FOR FUTURE CONNECTION WITH NEW SHUT OFF VALVE.

EXISTING TRAFFIC GRADE VAULT AND LID WITH SHUT OFF VALVE.

NEW TRAFFIC GRADE VAULT AND LID WITH SHUT OFF VALVE.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

GAS SUPPLY SCHEDULE

D LOCATION

PRESSURE

LEGNTH (FEET)

GAS REQUIREMENT CONSULTANT

15 FEET

IN BUILDING

5 PSI

90 FEET

5 PSI

POC TO (E) METER

5 PSI

engineering

110 FEET

consulting mechanical and electrical engineers

PROF E SS I ONA L R . T I CH E

M31176 EXP. 12/31/19 ME

CH AN I C A

OF C

I RN A L I FO

I NEER

REG I ST

R NO

465 FEET

(E)

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

280 MBH

ON SITE TO POC

EXISTING GAS LOAD = 2,380 MBH NEW GAS LOAD = 280 MBH TOTAL GAS LOAD = 2,660 MBH

(E)

11 IN. W.C.

TOTAL NEW GAS LOAD = 280 MBH TOTAL DEVELOPED 11 IN. W.C. LENGTH = 15 FT TOTAL DEVELOPED 5 PSI LENGTH = 200 FEET

(E) GAS METER

ON ROOF

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

KEYED NOTES:

C. EL E

25 SD

SEAL

SD 18" (E)

)

18 "

SD P

12 SS

CH REN T T

06 SD

JOIN (E)

SS14

PROJECT

W " D 3 /4 (E)

TEHAMA CENTER STUDENT SERVICE

SS13

11 SS

770 DIAMOND AVE. RED BLUFF, CA 96080

) (E 4" SS P 0. S= 0 03

CLIENT

P SD

05 SD 05 SD

" ) 6 (E

P SD

" ) 8 (E

F W1

" ) 8 (E

P SD

05 SD

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ING ILD BU 7.80 9 =2 FF

" ) 8 (E

(E)

P SD

23 SD

ISSUED P SD

MARK

DW 2"

(E) BUILDING 1 GAS LOAD = 800 MBH 05 SD

(E)

W 6" (E)

" 12

2 S S0

) (E

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

" 18

P SD 18" (E)

05 SD

P SD

05 SD

SD05

) (E

A E M

(E) BUILDING 3 GAS LOAD = 980 MBH

P SS

IN)

6" (E)

15 SD

C OR P (F SS 3" (E)

24 SD

3 ING ILD 0 BU 98.0 ) (E F=2 F

05 SD

P SD 5 SS0

(E) 6" FW

04 SS

) (E

W01

. EC EL ULT VA 05 SD

S S0

) (E

. &T AT ULT ) VA (E

05 SD

(E) LIGHTING BOX

18 SD

(E) FIRE WATER BOX

) (E

P SS ) (E

P SD

) (E

P SS

(E) ELEC. BOX

7 SS0

P SS

) (E

P SD

(F C OR ) IN MA

(E) 2"ø MPG

2 G IN 4 ILD BU 97.8 ) 2 (E F= F

) (E

. EC EL OX B

4" P SS

(E) BUILDING 2 GAS LOAD = 600 MBH

MANAGEMENT

" ) 2

PIP E

) (E

" ) 6

TE WA

(E (E

05 SD

P SD

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

05 SD

P SS

) (E

05 SD

) (E

" 18

2" P SS

10 SD

ILL

P2 SD

(E) UTILITY VAULT

NO ING RK PA F W1

NO ING RK PA

F W08

(297.6)

(297.7)

(E) ICV

(E)ICV

NO ING RK PA

" 24

(300)

F W1

) (E S D P

P8 SD

12 FW

(E) FH

POC

SS01

(297.4)

4 (E

(297.4)

)

" 24

P SD

P9 SD

98 )

ED OS G OP PR IL DIN 8 .5 9 BU = 2 FF

(297.5)

02 SD

(299.2)

(E) WATER BOX 1 F W0

(E) FH

W12

P7 SD

F W14

(E) RPP

(297.4)

P6 SD

(E) WATER STRUCTURE

(299.3)

(297.6)

0 P1 SD

3 F W0

F W10

(E) ICV

3 W0

W0 1

(E) WATER METER (E) ICV

4 P1 SD

) (E

" 15

(E) WATER BOX (E) IRRI. CONTROL PANEL

3 P1 SD 2 P1 SD

C:\Users\rmoyher\Documents\18.003 Tehama SSB MEP- R18_rmoyher@peterseng.com.rvt

) (E

5/15/2019 10:16:08 AM

(29 9)

P5 SD

(297.5) (297.7)

(297.7)

)

3 E BL TA (E)

(299.4)

SD28

(297.6)

(E) FLAG POLE

(299.6)

) (E

F W14

(E) MAILBOX

AGENCY 09 SD

P4 SD

F W1

P SD

(297.8)

(298)

(299.5)

1/2"ø MPG (280 MBH)

SDP

(299.1) (E

) (E

05 SD

DW 2"

)

LIONAKIS 2017

SDP1 4"

017294

P SD

) (E

33 SD

(E)ICV

(E) 9"∅ SEWER LID

) (E

(E) FIRE ALARM BOX

1 P1 SD

P SD

TITLE

1 P-101

PLUMBING GAS SITE PLAN

1" = 30'-0"

SHEET NORTH

P-101

0 1/4" 1/2"

KEYED NOTES:

SHEET NOTES:

2" WD, 2" VR, 4" VTR TO LAVATORY.

1. ALL CONDENSATE BRANCH LINES TO INDIVIDUAL FAN COILS ARE 3/4"ø UNLESS NOTED OTHERWISE.

4" WD, 3" VR TO WATER CLOSET.

2" WD, 2" VR TO MOP SINK.

3" RAIN WATER LEADER AND 3" OVER FLOW LEADER FROM ABOVE. ROUTE DOWN COLUMN.

DATE:

OVER FLOW LEADER TO DISDCHARG 12" ABOVE GRADE ON SIDE OF ARCHITECTURAL COLUMN.

SEE DETAIL 3/P-501 FOR AREA DRAIN UP NEARBY WALL.

SUPPORT PIPING PER DETAILS ANDRESTRAIEND 7/P-501FOR 8/P-501. DETAIL 7/P-501 AND DETIAL 8/P-501 FOR UNRESTRAINED. SEISMIC SUPPORTS AND BRACING FOR ALL PIPING SHALL BE 3/4" CONDENSATE DROP FROM ROOF RECEPTOR ABOVE. FURNISHED AND INSTALLED IN ACCORDANCE WITH CBC SECTION 1613A, ASCE 7 SECTION 13.6.1 AND NFPA 13 STANDARDS FOR SUPPORT AND ANCHORAGE.

3" RWL, I.E. = -2'-2" B.F.F. SEE CIVIL PLANS FOR CONTINUATION.

5' - 0"

PROVIDE CLEANOUT AT BASE, TYP.

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

OFFSET ABOVE CONT. STRUCTRURAL FOOTING. SEE SHEET S-111

REG I ST

R . T I CH E

M31176 EXP. 12/31/19

5 TA

PROF E SS I ONA L

CH AN I C A

OF C

I NEER

R NO

✔

07/03/2019

PROVIDE CLEANOUT AT BASE, TYP.

ACS

✔

CONSULTANT

5' - 0"

FLS

✔

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

INC:

REVIEWED FOR

TO DO: WHERE IS ROOF ACCESS? ANY EXTERIOR HOSE BIBS?

APP. 02-117123

3/4" CONDENSATE DROP FROM ROOF RECEPTOR ABOVE.

3" RWL, I.E. = -2'-2" B.F.F. SEE CIVIL PLANS FOR CONTINUATION.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

I RN A L I FO

E 4" SS, I.E. = -2'-4" B.F.F. SEE CIVIL PLANS FOR CONTINUATION

2-WAY COTG 5' - 0"

SEAL

CAMPUS SAFETY

FC-Z11

FC-Z12

COUNSELOR 128

126

COUNSELOR

FC-Z13

COUNSELOR

FC-Z14

130

3"ø RWL

132

FC-Z01

TEHAMA CENTER STUDENT SERVICE

101

4"ø SS U.G.

3/4"ø CD

PROJECT

102

CLASSROOM/LOBBY OVERFLOW

3/4"ø CD

ADMIN OFFICE

3"ø RWL

770 DIAMOND AVE. RED BLUFF, CA 96080

FC-Z03 CO

CLEANOUT (CO), TYP. 3/4"ø CD

3/4"ø CD

HALLWAY

FC-Z02

CLIENT

100D

LOBBY CO

100

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

3/4"ø CD

C.4 ADMIN OFFICE

FC-Z15

FC-Z16

104

FC-Z17

PIPES HIDDEN IN ARCHITECTURAL CHASE

FC-Z18

STUDENT SERVICES

ISSUED

103

MARK

FF-0'-0" CO

COUNSELOR

4" SS TO DISCHARGE IN LANDSCAPE

COUNSELOR

COUNSELOR 3/4"ø CD 127

125

COUNSELOR 3/4"ø CD

129

131

3" RWL FROM ABOVE

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

3" RWL FROM ABOVE

CO CO

C FS-1 FIRE RISER

3" VTR 3" V U.G.

3/4"ø CD 6

HALLWAY

HALLWAY 3/4"ø CD

100C

151

3" OFL FROM ABOVE

CONFERENCE B

100B

3" OFL FROM ABOVE WORK CENTER

PIPE HIDDEN IN ARCHITECTURAL CHASE

100A

124

FC-1

3" OFL DAYLIGHT THRU HIGH WALL 1"ø CD WALL AND CONNECT TO TAILPIECE OF LAV. 3/4"ø CD

3" OFL DAYLIGHT THRU HIGH WALL

STUDENT SERVICES

FACULTY OFFICE

108

105

B.6 CO 3/4"ø CD

121

3/4"ø CD STORAGE

FC-Z10

RESTROOM

119

120

VET CENTER

WCO

123

MS-1

118

2"ø SS U.G.

3"ø V A.B.C.

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

CO 4"ø SS U.G.

2"ø SS U.G.

4"ø SS U.G.

FCO CUSTODIAL

4" VTR

L-1

IDF

MANAGEMENT

3/4"ø CD

STUDENT SERVICES

107

106

WC-1

LIONAKIS 2017

FC-Z04 AGENCY

FCO 4"ø SS U.G.

017294

FC-Z05 CO

FC-Z09

2"ø V U.G.

FC-Z07

VET OFFICE

5/15/2019 10:16:11 AM

C:\Users\rmoyher\Documents\18.003 Tehama SSB MEP- R18_rmoyher@peterseng.com.rvt

122

FACULTY OFFICE

117

116

115

FACULTY OFFICE

114

FACULTY OFFICE

FC-Z06

112 FACULTY OFFICE

113

FACULTY OFFICE

111

FC-Z08 CO

CO FACULTY OFFICE

FACULTY OFFICE

109

110

TITLE

FLOOR PLAN DRAINAGE PLUMBING

SHEET

1 P-111

FLOOR PLAN - DRAINAGE PLUMBING 1/4" = 1'-0"

PLAN NORTH

P-111

APP. 02-117123

INC:

REVIEWED FOR

3/4" CWD TO HOSE BIBB.

DATE:

1/2" CWD TO WC.

1/2" CWD TO LAVATORY, 1/2" HW FROM IEWH-1.

1/2" CWD, 1/2" HWD FROM EWH-1 TO MOP SINK.

3/4" CWD TO ROOM HOSE BIBB.

GAS RISER TO ROOF.

1/2" CW TO INSTANTANEOUS ELECTRIC WATER HEATER. 1/2" HW OUT OF ELECTRIC WATER HEATER.

DETAILS7/P-501 ANDRESTRAIEND 7/P-501FOR 8/P-501. SUPPORT PIPING PER DETAIL AND DETIAL 8/P-501 FOR UNRESTRAINED. SEISMIC SUPPORTS AND BRACING FOR ALL PIPING SHALL BE SUPPORT ELECTRIC WATER IN HEATER ON SHELF PERCBC DETAIL MOUNT WATER 10/P-501. FURNISHED AND INSTALLED ACCORDANCE WITH SECTION 1613A, ASCE7 SECTION 13.6.1 AND 13 STANDARDS FOR SUPPORT AND ANCHORAGE. HEATER ONNFPA SHELF. BOTTOM OF SHELF TO BE 6'-0" ABOVE FINISHED FLOOR.

FLS

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

TRAP PRIMER TP-1 INWATER ACCESSIBLE WALL PANEL.PER DETAIL 10/P-501. MOUNT WATER SUPPORT ELECTRIC HEATER ON SHELF HEATER ON SHELF. BOTTOM OF SHELF TO BE 6'-0" ABOVE FINISHED FLOOR.

CONSULTANT

TRAP PRIMER TP-1 IN ACCESSIBLE WALL PANEL.

1. SEE GENERAL NOTES ON SHEET P-001

12 11

GAS SHUTOFF VALVE, SEISMIC SHUT OFF VALVE AND ENTRY TO BUILDING PER DETAIL 2/P-501. GAS SHUT OFF VALVE SHALL BE EQUAL TO PACIFIC SEISMIC PRODUCTS MODEL VB-301 VERTICAL BOTTOM IN FLOW VALVE (CA-DSA NO. 13-42).

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

2" COLD WATER RISER INTO BUILDING.

SHEET NOTES:

KEYED NOTES:

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

PROF E SS I ONA L R . T I CH E

M31176 EXP. 12/31/19 ME

CH AN I C A

OF C

I RN A L I FO

I NEER

REG I ST

R NO

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

E 1 1/2" CW, SEE CIVIL PLANS FOR CONTINUATION

5' - 0"

SEAL

CWD

GV IN VB OFFSET OVER CONT. FOOOTING. SEE SHEET S-111

HB-2

D 2

3/4"ø CW

ADMIN OFFICE

CAMPUS SAFETY

COUNSELOR

126

128

130

132

PROJECT

102

TEHAMA CENTER STUDENT SERVICE

SEE P101 FOR CONT.

1"ø G

770 DIAMOND AVE. RED BLUFF, CA 96080

1"ø G 3/4"ø CW

CLASSROOM/LOBBY OVERFLOW

HALLWAY 100D

GAS S.O.V. AND SEISMIC VALVE IN CABINET

CLIENT

101

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT C.4

LOBBY

ADMIN OFFICE

100

104

STUDENT SERVICES

FF-0'-0" COUNSELOR

COUNSELOR

125

127

129

131

CWD

ISSUED

MARK

103

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

3/4"ø CW

HB-2

C FS-1

HALLWAY

1/2"ø CW U.G.

FIRE RISER

CONFERENCE

151

124

TP-1

HALLWAY

1 1/2"ø CW A.B.C.

100C

100B

WORK CENTER

100A 12

CWD

B.6

MANAGEMENT

RESTROOM IDF

118

IEWH 9 2 (UNDER LAV) 3/4" CW DOWN WALL

121 STORAGE

CUSTODIAL

120

119

3/4"ø CW

3/4"ø CW WALL MOUNTED: EWH BOTTOM OF SHELF 11 1 @ 6'-0" AFF

VET CENTER 123

HB-1

MS-1

STUDENT SERVICES

1 1/2"ø CW 4

WC-1

STUDENT SERVICES

FACULTY OFFICE

107

106

105

LIONAKIS 2017

AGENCY

FACULTY OFFICE

122

C:\Users\rmoyher\Documents\18.003 Tehama SSB MEP- R18_rmoyher@peterseng.com.rvt

STUDENT SERVICES

017294

108

3/4" CW DOWN WALL

VET OFFICE

5/15/2019 10:16:13 AM

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

L-1

112 FACULTY OFFICE

117

FACULTY OFFICE

115

114

113

111

110

109

116

FACULTY HALLWAY

150

TITLE

FLOOR PLAN DOMESTIC PLUMBING

SHEET

1 P-112

FLOOR PLAN - DOMESTIC PLUMBING 1/4" = 1'-0"

PLAN NORTH

P-112

1 2

KEYED NOTES:

SHEET NOTES:

GAS PRESSURE REGULATOR (GPR) ON ROOF. 5 PSI TO 11" W.C. PROVIDE LINE SIZE ISOALTION VALVES ON EACH SIDE WITH UNIONS.

1. CONDENSATE ON ROOF SHALL BE UV PROTECTED PAINTED PVC PIPING.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

REVIEWED FOR

GAS RISER FROM CEILING BELOW.

PROVIDE GAS SHUTOFF VALVE TO GAS FIRED ROOFTOP EQUIPMENT.

3/4"ø CONDENSATE DOWN THROUGH ROOF. INDIRECT CONNECTION VIA ROOF RECEPTOR. SEE DETAIL 3/P-501.

ROOF DRAIN UNDER ARCHITECTURAL OVERHANG. TYPICAL OF 2.

3/4"ø COLD WATER RISER THRU ROOF TO ROOFTOP HOSE BIBB.

3" RAIN WATER LEADER AND 3" OVERFLOW LEADER DOWN THRU HIGH ROOF. SEE SHEET P-111 FOR RAIN WATER LEADER CONTINUATION. SEE DETAIL 5/P-501, TYPICAL.

DRAIN TO ARCHITECTURAL SCUPPER ON EXTERIOR OF BUILDING.

3" RAIN WATER LEADER AND 3" OVERFLOW LEADER DOWN THRU MECHANICAL WELL. SEE CONTINUATION ON SHEET P-111. SEE DETAIL 5/P-501, TYPICAL.

OVER FLOW LEADER TO DAYLIGHT ON SOUTH WALL ABOVE LOW ROOF.

TYPICAL GAS CONNECTION TO ROOFTOP EQUIPMENT. SEE DETIAL 6/P-501.

SEE DETAIL 9/P-501 FOR VENT THRU ROOF DETAIL.

FLS

✔

ACS

✔

07/03/2019

DATE:

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

3"RD/OFD-1 845 SQ FT

CH AN I C A

OF C

I NEER

R . T I CH E

M31176 EXP. 12/31/19 TA

3"RD/OFD-1 845 SQ FT

PROF E SS I ONA L R NO

REG I ST

I RN A L I FO

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

INC:

E SEAL

GPR TOTAL LOAD: 280 MBH 15' TO FARTHEST FIXTURE

1 2

D 1"ø G

PROJECT

TEHAMA CENTER STUDENT SERVICE

3 DOAS-1 3/4"ø G 80 MBH 7' DEVELOPED LENGTH

3/4"ø CD

AC-1 200 MBH 15' DEVELOPED LENGTH

770 DIAMOND AVE. RED BLUFF, CA 96080

3/4"ø G

3/4"ø CD ACCU-1

CLIENT 6

HB-2

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

VRF-1

C.4 ISSUED

MARK

3"RD/OFD-1 925 SQ FT

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

3"RD/OFD-1 925 SQ FT

C 8

3" VTR

3"ø OFL BELOW ROOF

3"ø OFL BELOW ROOF MANAGEMENT

B.6

C:\Users\rmoyher\Documents\18.003 Tehama SSB MEP- R18_rmoyher@peterseng.com.rvt

4" VTR (UNDER OVERHANG)

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

LIONAKIS 2017

12 AGENCY

TITLE

ROOF PLAN - PLUMBING A

5/15/2019 10:16:14 AM

017294

SHEET PLAN NORTH

1 P-133

ROOF PLAN - PLUMBING 1/4" = 1'-0"

P-133

ELMDOR/STONEMAN #11004-6LB-8SK FLASHING TURNED IN ON CAST IRON VENTS 3" & LARGER ONLY

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

0 1/4" 1/2"

9"MIN.EXTEND AS REQ'D.

"ELMDOR/STONEMAN" CAULK TYPE COUNTER FLASHING SLEEVE FOR CAST IRON VENTS AND THREADED OR CAULK TYPE FOR ALL STEEL VENTS.

FLS

✔

OVER FLOW DRAIN

ROOF DRAIN

✔

WATER DAM COLLAR

MAX. DEPTH 2"

2" HEAVY DUTY SOLID COVER

PERMASEAL WATERPROOFING COMPOUND

FINISHED GRADE

ROOF DECK & FLASHING.

FLASHING CLAMP & UNDERDECK CLAMP, TYPICAL

CAST IRON DRAIN BODY.

AREA DRAIN

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

3" VENT

CONSULTANT

ROOFING

OVER FLOW PIPING. SEE FLOOR PLAN FOR SIZE, TYPICAL.

RAIN WATER LEADER PIPING. PLAN FOR SIZE, TYPICAL.

4" WASTE PIPE

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

NOTES: 1. REFER TO CIVIL PLANS FOR CONTINUATION.

consulting mechanical and electrical engineers

NONE

P-501

NONE

AREA DRAIN W/ NEARBY WALL

REG I ST

P-501

M31176 EXP. 12/31/19

BALL VALVE HW SUPPLY (SIZED PER PLANS)

VACUUM RELIEF VALVE, WATTS MODEL N36 OR APPROVED EQUAL.

CW SUPPLY (SIZED PER PLANS)

PROVIDE A 18x18 LOCKABLE CABINET WITH S.O.V. AND SEISMIC VALVE

UNION

2"WIDE 16 GAUGE STEEL STRAP SECURE TO WALL W/(2) 3/8" DIA. x 3" LONG LAG BOLTS TO TYPE C BACKING, SEE STRUCTURAL

PROJECT

TEHAMA CENTER STUDENT SERVICE

TIGHT TO WALL

EQUIPMENT SITE GAS PIPE

3/4" COPPER RELIEF DISCHARGE TO MOP SINK BELOW SHELF.

DIELECTRIC UNION, TYP.

SEAL

8" WIDE X 4" HIGH MINIMUM DIMENSIONS, RED PHENOLIC PLATE WITH 3/4" HIGH WHITE LETTERS

LISTED ANODELESS SERVICE RISER, ELSTER, R.W. LYALL OR EQUAL

FLEXIBLE CONNECTION

OF C

I RN A L I FO

GAS SHUT-OFF AND SEISMIC SHUT OFF VALVES

EWH

REDUCER

CH AN I C A

SIGN ON WALL

SEAL AROUND PIPE AND ESCUTCHEON UNION

ANCHOR TO WALL @ 12" O.C. W/ MIDDLE ANCHOR CENTERED ON CENTER OF WATER HEATER. MIN 1-1/2" FROM TOP AND BOTTOM OF ANCHOR POINT.

MAX WEIGHT = 125 LBS

GAS RISER IN WALL. GAS RISER IN WALL.

S.O.V. SEISMIC GAS VALVE EQUAL TO PACIFIC SEISMIC PRODUCTS VB-301 VERTICAL BOTTOM IN (CA-DSA NO. 13-42)

WATTS 40XL RELIEF VALVE

NOX BOX WITH VALVE CABINET KEY

EXTERIOR WALL

THERM-X-TROL ST-5 EXPANSION TANK

R . T I CH E

I NEER

NONE

ROOF DRAIN DETAIL

PROF E SS I ONA L R NO

ENG

VENT THRU ROOF

ROOF STRUCTURE

P-501

ACS

✔

07/03/2019

DATE:

CAST IRON DOMES TYPICAL

ELMDOR/STONEMAN SEAMLESS LEAD FLASHING #1100-4-SPS6LB-8SK OR #1100-4-SWCI6LB-8SK W/ 8" SKIRT

INC:

REVIEWED FOR

EXTEND WHERE REQ'D TO CLEAR FRESH AIR INTAKES, ETC.

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

APP. 02-117123

3" VTR TO ROOF

770 DIAMOND AVE. RED BLUFF, CA 96080

DIRT LEG

SOC

HOSE BIBB DRAIN CLIENT

10 GAUGE GALVANIZED IRON WALL BRACKET W/ BOTTOM PLATE. MOUNT ON WALL W/(6) 3/8" x 3" LONG LAG BOLTS. SECURE LAG BOLTS TO 4x4 BLOCKING IN WALL.(SIMPSON A35 CLIPS. TOP AND BOTTOM EACH END)

10 P-501

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT APPROVED TRANSITION FITTING BETWEEN METALLIC AND PLASTIC PIPING.

ELECTRIC WATER HEATER ON SHELF

NONE

P-501

1/2"x1-1/2" x 13 1/2"x1-1/2" x 13 UNC LOCKING UNC LOCKING BOLT TORQUED TO 10 FT-LBS BOLT TORQUED TO 10 FT-LBS

2" MAX (TOP AND BOTTOM)

1/2" LAG BOLT ANCHORS W/ 3" EMBED 2x6 STUD

6x FULL DEPTH 1/2" MIN BLOCKING FROM STUD TO STUD. HANG FROM 2x6 STUD WITH SIMPSON A35, TOP AND BOTTOM, EACH END. (TYP)

1-1/4"

2x6 STUD

C:\Users\rmoyher\Documents\18.003 Tehama SSB MEP- R18_rmoyher@peterseng.com.rvt

TYPE UCC UCC WITH WITH STEEL STEEL STRUT STRUT ASSEMBLY ASSEMBLY RATINGS RATINGS (ASD) (ASD) TYPE

11 P-501

ROD STIFFENER DETAIL NONE

1/4" DIA. x 3" LAG BOLT, ATTACH TO BLOCKING

U-BOLTS

1 1/2"x3/16" BENT CLIP, 6" LONG 1/2" HEX HEAD SCREW AND CHANNEL

1/2" THROUGH BOLT W/NUT & WASHERS. NUT & WASHERS

ROD ROD SIZE SIZE (INCHES) (INCHES)

MAXIMUM MAXIMUM STRUT STRUT STIFFENER STIFFENER LENGTH LENGTH (INCHES) (INCHES)

MAX MAX UCC UCC SPACING SPACING (INCHES) (INCHES)

MAXIMUM MAXIMUM UNBRACED UNBRACED LENGTH LENGTH (INCHES) (INCHES)

3/8" 3/8" 1/2" 1/2"

156 156 156 156

18 28 25 38

18 18 25 25

TYP. COND. PIPE

LEAD FLASHING

1-1/2" MAX PIPE SIZE

ROOFING

3"MIN 1/2" MIN

1/2" ROD 8'-0" OC MAX

1/2"ø THREADED HANGER ROD

SPACING SHALL BE MIN 6'-0" ON MAXCENTER 6'-0" ON CENTER WOOD BEAM NOTE 1. SEE DETAIL 8/P-501 FOR MULTIPLE PIPES SUPPORTED FROM ABOVE. NOTE SEE DETAIL FOR SHALL SINGLEBE PIPES SUPPORTED FROM ABOVE. 1. SEISMIC SUPPORTS AND BRACING FOR6/M-502 ALL PIPING 1/2"° ROD 2. THIS DETAIL SHALL BE USED FOR FURNISHED AND INSTALLED IN ACCORDANCE WITH CBC 1613A. PIPING SYSTEM THAT ARE EXEMPT FROM DESIGN OF SEISMIC FORCES. U-BOLTS STANDARDS FOR SUPPORT AND ANCHORAGE. ( LONGITUDINAL SEISMIC BRACING SHALL BE PROVIDED AT A MAXIMUM SPACING OF 80'-0" AND LATERAL SEISMIC BRACING SHALL BE PROVIDED AT A MAXIMUM SPACING OF 40'-0". )

TURNBUCKLE

MANAGEMENT

INCREASE TO 3" PIPE THRU ROOF

STEEL STRAP

3/4"VR

3/4"P-TRAP

45°

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

3/4"WD AGENCY

UNISTRUT P1001 2. PROVIDE ROD STIFFENER PER 11/P-501 FOR HANGER RODS.

7 P-501

3' MAX

8'-0" ON CENTER MAXIMUM

TYP PIPE SUPPORT ON RESTRAINED PIPES SUPPORTED WALL

NONE

4x4 BLOCKING W/ SIMPSON A34 EACH SIDE, EACH END, TYYP.

P-501

CONDENSATE DRAIN RECEPTACLE NONE

FLOOR ABOVE/ROOF REFER TO STRUCTURAL FOR BLOCKING AND FILLER ATTACHMENT

2" MAX SCHEDULE 40 BLACK STEEL PIPING OR COPPER TYPE "M"

SEE DETAIL 6/M-502 FOR SINGLE PIPE SUPPORT

PIPE CLAMP, LOOSE FIT

4" MAX

A TRAFFIC PAD. EXTEND 8" MINIMUM ALL AROUND SLEEPER. SECURE TO ROOF WITH ROOFING CEMENT

PIPE CLAMP

TYP PIPE SUPPORT UNRESTRAINED NONE

TITLE

DETAILS ROOFING

WASHER & NUT - BOTH SIDES

HORIZONTAL PIPE SUPPORT NOTES: 4x BLOCKING & B-LINE SUPPORT. 1. NOTES: SUPPORT AT ALL CHANGES IN DIRECTION. 1 5/8" B-LINE FRAMING CHANNEL 2. 1.HORIZONTAL PIPE BE SPACED MAX. 8'-0" O.C. SUPPORT AT ALLSUPPORT CHANGESSHALL IN DIRECTION. 3. THIS DETAIL SHALL BE USED FOR PIPING SYSTEMS THAT ARE EXEMPT FROM DESIGN OF SEISMIC FORCES AS NOTED IN 2016 CBC 2. HORIZONTAL PIPE SUPPORT SHALL BE SPACED MAX. 8'-0" O.C. 1616A.1.26, ASCE 7, SEC 16.6.8.3. ONE OF THE BELOW REQUIREMENTS MUST BE IN PLACE FOR THIS DETAIL TO BE USED: PIPING ROD 3" DIAISAND SHALL BE TO FURNISHED WITHUNISTRUT SEISMIC SUPPORTS BRACINGS. A. 3.HANGER LESSLARGER THAN OR EQUAL 12" BETWEEN AND WOODAND FRAMING MEMBERS ABOVE OR B. PIPES ON TRAPEZE ARE NON-HAZARDOUS SYSTEMS AND LESS THAN OR EQUAL TO 3" DIA AND/OR PIPES ON TRAPEZE ARE HAZARDOUS SYSTEMS AND LESS THAN OR EQUAL TO 1" DIA. FOR RESTRAINED PIPING REQUIRING SEISMIC SUPPORTS, SEE DETAIL 7/P-501. P-501

"B-LINE" DURA-BLOK SUPPORT, 6" HIGH MINIMUM, WITH INTEGRATED 1/2" - 13 ELECTRO ZINC ALL THREADED ROD RISERS AND GALVANIZED SLOTTED CHANNEL - 1" HIGH

FLOOR/ROOF JOIST

HWS R PIPING WITH HWS &&R,R,CHWS CHWS& & R PIPING WITH INSULATION INSULATIONSPACER SPACER

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

3/4"VTR

L 3"X3"X3/16" BRACE, CRIMP AND BEND FLANGE AT ENDS, TO OCCUR @ CHANGES IN PIPE DIRECTION

UNISTRUT P1000 WALL BRACKET

DATE 01/04/2019 05/17/2019

COUNTERFLASHING SLEEVE

1/2" MIN

HORIZONTAL PIPE SUPPORT

5/15/2019 10:16:14 AM

MARK

UNISTRUT P1000 WALL BRACKET

1 1/2x1 1/2x1/4" ANGLE 1/2" LAG BOLT ANCHORS (3" LONG) W/ 3" EMBED

MASON IND. IND. N.Y. N.Y. UCC UCC SEISMIC SEISMIC ROD ROD CLAMP CLAMP MASON

NONE

ISSUED

U-BOLTS

1-1/4"

1-5/16"

BLDG GAS SHUT-OFF VALVE

4x4 BLOCKING SECURED BETWEEN TJI'S OR TJW'S WITH 3-10d NAILS AT EACH END. REFER TO STRUCTURAL FOR 1/2" MIN ATTACHMENT TO TJI'S OR TJW'S.

1-3/16"

B 1-5/16"

P-501

1-1/2" MAX PIPE SIZE

1" MIN

1-3/16"

NONE

6x FULL DEPTH BLOCKING FROM STUD TO STUD. HANG FROM 2x6 STUD WITH SIMPSON A35, TOP AND BOTTOM, EACH END. (TYP)

THREADED ROD ROD THREADED 1-5/8"x1-5/8"x12 GA GA 1-5/8"x1-5/8"x12 SINGLE STRUT STRUT SINGLE STIFFENER STIFFENER

TYP GAS CONNECTION TO EQUIP

1/2" THREADED ROD W/ DBL NUT TO

NOTE: SUPPORTS TO BE PLACED AT A MAXIMUM SPACING OF 8'-0" ON CENTERS. SHEATHING

SHEET

4 P-501

PIPE SUPPORT ON ROOF NONE

P-501

017294 LIONAKIS 2017

PLANS ARE NOT FOR CONSTRUCTION UNTIL APPROVED BY THE AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL NOT ORDER ANY MATERIALS OR INSTALL ANY EQUIPMENT, PIPING, ETC. UNTIL PLANS ARE APPROVED BY THE AUTHORITY HAVING JURISDICTION.

SYMBOL

DESCRIPTION

LINED DUCT

ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, CITY AND LOCAL CODES AND ORDINANCES.

THE CONTRACTOR SHALL READ ALL OF THE GENERAL NOTES, SPECIFICATIONS AND PLANS AND SHALL BE SATISFIED TO THEIR TRUE MEANING AND INTENT AND SHALL BE RESPONSIBLE FOR COMPLYING WITH EACH. WHEREVER TWO OR MORE SPECIFICATIONS MAY CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL TAKE PRECEDENCE.

24x12

SECTION AT RETURN DUCT RISER

24x12

12x12

=1.5

24x12

TURNING VANES

24x12

SECTION AT SUPPLY DUCT RISER

24x12

11.

12.

13.

24x12

12x12

12"∅

TURNING VANES 15° DEFLECTROL AIRTURN

7/5 SPLIT TRANSITION

24x7 ABOVE

T TBD TCP TEMP. TD TG TSP TV TYP UCD UTR V VAV VFD

THERMOSTAT TO BE DETERMINED TEMPERATURE CONTROL PANEL TEMPERATURE TRANSFER DUCT TRANSFER GRILLE TOTAL STATIC PRESSURE TURNING VANES TYPICAL UNDERCUT DOORS UP THRU ROOF VOLTS VARIABLE AIR VOLUME VARIABLE FREQUENCY DRIVE

W/ WB WT.

WITH WET BULB WEIGHT

7/5

30x5

TRANSITIONAL RADIUS ELBOW 30x5

24x12 24x5 BELOW

24x7 ABOVE

SQUARE ELBOW W/ TURNING VANES 16x12

7/5

24x12

30x5

16x12

PETERS

24x12

consulting mechanical and electrical engineers

1 IN 6 MAX.

24x12

CONCENTRIC

24x12

1 IN 2 MAX. ECCENTRIC

24x12

DIVERGING FLOW

24x12

16x12

14/10

TRANSITION

24x12

14x10

14/10

16x12

10"

14/10

14x10

14/10

INCHES UNLESS OTHERWISE NOTED. 10

24x12

10"Ø

12"Ø

10"Ø

10'MAX. LENGTH OVER 10' USE NO. 6,7,8 OR 9

45ØTEE

SEAL

FIRE DAMPER

10'MAX. LENGTH OVER 10' USE NO. 6,7,8 OR 9

DEFLECTROL AND BRANCH SAME SIZE AS NECK SIZE

24x12

CEILING DIFFUSER

BRANCH-SEE PLAN FOR SIZE

FLEX DUCT

PROJECT

TEHAMA CENTER STUDENT SERVICE

FLEX. DUCT DIFFUSER

770 DIAMOND AVE. RED BLUFF, CA 96080

CEILING DIFFUSER

ELONGATED TEE

INDICATES ROUND DUCTS IN INCHES, TYPICAL

CAP AT END OF RUN

SQUARE ELBOW W/ TURNING VANES

14x12

O F CA L

N I F OR

12x6

24x12

10"Ø

12"Ø

DEFLECTROL AND BRANCH SAME SIZE 24x12 SIDEWALL REGISTER OR GRILLE

TRANSITIONAL RADIUS ELBOW

TRANSITION

10"

CH AN I CA

24x12

CEILING DIFFUSER

16x12

14x12

ECCENTRIC

DEFLECTROL & BRANCH DUCT SAME SIZE

24x12

14"

M31176 EXP. 12/31/19

12x12

CONCENTRIC

16x12

24x12

R. T I C HE

CONTRACTING FLOW

14"

24x12

1 IN 2 MAX.

24x5 BELOW

PRO F E S S I ONA L

12x12

24x12

12x6

30x5

24x12

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

engineering

12x12

1 IN 2 MAX.

12x12

CLIENT SUPPLY DUCT RISE

24 AIR FLOW

AIR FLOW AIR FLOW SUPPLY DUCT DROP

RETURN OR EXHAUST AIR RISE

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

SHOE FITTING WITH MVD

25 AIR FLOW

AIR FLOW

ISSUED

AIR FLOW

MARK

CONICAL FITTING WITH MVD

RETURN OR EXHAUST AIR DROP

ACOUSTICALLY LINED SHEET METAL DUCT SIZE SHOWN IS NET INSIDE DIMENSION

FSD

38x12 TRANSITION

16x12

24x12

MINIMUM MAXIMUM OVER CURRENT PROTECTION MOTORIZED DAMPER MANUAL VOLUME DAMPER NEW OPPOSED BLADE DAMPER ON CENTER OPENING OUTSIDE AIR OUTSIDE AIR HOOD PHASE POINT OF CONNECTION QUANTITY RETURN AIR RETURN DIFFUSER ROOF EXHAUST FAN RADIANT HEATER REFRIGERANT LIQUID REVOLUTION PER MINUTE RETURN REGISTER (GRILLE) REFRIGERANT SUCTION TEMPERATURE SENSOR SMOKE DETECTOR SHEET METAL SUPPLY AIR SUPPLY DIFFUSER (REGISTER) (GRILLE) STAINLESS STEEL WALL SWITCH

1 IN 2 MAX.

CONSULTANT

4/36/8

12x12

1 IN 6 MAX.

24x12

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

12x12

SQUARE TO ROUND TRANSITION

16x12

24x12

MIN. MOCP M MVD (N) OBD OC OPNG. OSA OSH φ POC QTY RA RD REF RH RL RPM RR(G) RS S SD SM SA SD(R)(G) SS SW

38x12

48x12 12x12 18

12x12

MVD

SQUARE ELBOW W/ DUCT TURN

4" 36"

12x12

AIR CONDITIONING ACCESS DOOR AIR EXTRACTOR ABOVE FINISHED FLOOR ACOUSTICAL LINING BACKDRAFT DAMPER BRAKE HORSEPOWER BOTTOM OF DUCT CO2 SENSOR CONDENSATE DRAIN CUBIC FEET PER MINUTE CEILING EXHAUST FAN CENTERLINE DRY BULB DOOR LOUVER DOWN DEDICATED OUTSIDE AIR SYSTEM EXHAUST AIR EXHAUST AIR LOUVER ENTERING AIR TEMPERATURE EXHAUST FAN EXISTING EXHAUST GRILLE EXTERNAL STATIC PRESSURE DEGREES FAHRENHEIT FRESH AIR FRESH AIR LOUVER FLEXIBLE CONNECTION FIRE DAMPER FIRE/SMOKE DAMPER FEET PER MINUTE FULL LOAD AMPS FOOT OR FEET GAUGE GALVANIZED IRON GALVANIZED SHEET METAL HEATING & VENTILATION HERTZ HORSE POWER INDOOR FAN LEAVING AIR TEMPERATURE POUNDS LOCK ROTOR AMPS THOUSAND BTU PER HOUR MAXIMUM MINIMUM CIRCUIT AMPACITY MANUFACTURER

10x8

10x12 48x12

VANE ANGLE 20°-29° 30°-50°

12"Ø MVD

AC AD AE AFF AL BDD BHP BOD C CD CFM CEF CL DB DL DN. DOAS EA EAL EAT EF (E) EG ESP °F FA FAL FC FD FSD FPM FLA FT GA GI GSM H&V HZ HP IF LAT LBS. LRA MBH MAX. MCA MFR

38x12 TRANSITION

12x12

SEISMIC BRACING FOR PIPING CARRYING HAZARDOUS OR COMBUSTIBLE MATERIALS (SUCH AS WATER LINES) SHALL BE PROVIDED FOR ALL PIPES > 3" DIAMETER IN SIZE. BRACING SHALL BE PER CBC SECTION 1616A.1.26. ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN EATON/COOPER B-LINE OPM-0052-13.

MECHANICAL LEGEND

17 4/36/8

12x12

THERMOSTAT SETPOINTS SHALL BE 78°f (SUMMER) AND 68°F (WINTER) - ADJUSTABLE. ANY DEVIATION FROM THESE SETPOINTS BECOMES THE RESPONSIBILITY OF THE USER OR CONTRACTOR. SEISMIC BRACING FOR PIPING CARRYING HAZARDOUS OR COMBUSTIBLE MATERIALS (SUCH AS NATURAL LINES) SHALL BE PROVIDED FOR ALL PIPES > 1" DIAMETER IN SIZE. BRACING SHALL BE PER CBC SECTION 1616A.1.26. ACCEPTABLE SEISMIC BRACING DETAILS INCLUDE THOSE SHOWN IN EATON/COOPER B-LINE OPM-0052-13.

VANE ANGLE

24x12

4/36/8

TURNING VANES

CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS, SLEEVES, HANGING DEVICES, MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT ETC. FOR INSTALLATION OF MECHANICAL AND PLUMBING EQUIPMENT, DUCTWORK AND PIPING, ETC. CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR AND ALL BUILDING TRADES TO AVOID CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS AND SERVICEABILITY. EACH MECHANICAL APPLIANCE SHALL BE APPROVED BY THE ADMINISTRATIVE AUTHORITY FOR SAFE USE OR COMPLY WITH APPLICABLE NATIONALLY RECOGNIZED STANDARDS AS EVIDENCED BY THE LISTING AND LABEL OF AN APPROVED AGENCY.

36"

I N E ER

10.

CONVERGING OR DIVERGING

TRANSITIONAL RADIUS ELBOW

10x8

38x12

07/03/2019

DATE:

MVD 16x12

14"

24x12

10x8

48x12 12x12

✔

14x10 SQUARE ELBOW W/ DUCT TURN

10"

48x12

CONTRACTOR SHALL REMOVE RUBBISH WASTE MATERIALS ON DAILY BASIS AND PROTECT AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE WHICH MAY OCCUR. ALL WORK SHOWN ANYWHERE ON THE DRAWINGS IS INCLUDED; SHOULD AN ITEM (SUCH AS A VALVE) BE SHOWN ON A DETAIL OR SCHEMATIC BUT NOT ON A PLAN VIEW OR VICE VERSA, IT MUST BE PROVIDED AS THOUGH IT WERE SHOWN IN ALL PLACES ON THE DRAWINGS.

16 4/36/8

ACS

✔

R NO

LOCATIONS AND DIMENSIONS OF EQUIPMENT, PIPING, AND THEIR SUPPORTS ARE SHOWN DIAGRAMMATICALLY AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING OR DUCTWORK. ACTUAL DIMENSIONS AND LOCATIONS ARE DEPENDENT ON MATERIAL SUPPLIED BY CONTRACTORS. CONTRACTORS SHALL PROVIDE OR DETERMINE DIMENSIONS AND PROVIDE LAYOUT DRAWINGS FOR COORDINATION WITH OTHER TRADES IN ACCORDANCE WITH THE SPECIFICATIONS.

16x12

FLS

16x12

10/14

R=36

12x12

✔

10/14 SPLIT

14"

AIR FLOW

INC:

REVIEWED FOR

TRANSITIONAL RADIUS ELBOW

14x10 MVD

RETURN DUCT DROP

THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNERS REPRESENTATIVE. CONTRACTOR SHALL INSTALL ALL PIPING AND DUCTWORK SYSTEMS TO BEST SUIT FIELD CONDITIONS, AND COORDINATE WITH THE INSTALLATION WORK OF OTHER TRADES. THE DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION OF PIPING. NOTIFY CONSTRUCTION MANAGER OF ANY DEVIATIONS FROM THESE DRAWINGS PRIOR TO FABRICATION AND/OR INSTALLATION.

15 10/14

TRANSITIONAL TURN

SUPPLY DUCT DROP

16x12

24x12

APP. 02-117123

14x10

10"

14x10

EXHAUST DUCT DROP

IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND MATERIAL NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THIS WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IMMEDIATELY REGARDING ANY DISCREPANCIES OR AMBIGUITIES THAT MAY EXIST IN THE PLANS AND/OR SPECIFICATIONS PRIOR TO SUBMITTING BID. THE OWNER'S REPRESENTATIVE AND THE ENGINEER'S INTERPRETATION THEREOF SHALL BE CONCLUSIVE.

14 10/14

DESCRIPTION

24x12 R

24x12 3.

SYMBOL

SECTION AT EXHAUST DUCT RISER

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1" 0 1/4" 1/2"

SHEET NAME SYMBOLS, NOTES & SCHEDULES MECHANICAL SCHEDULES MECHANICAL TITLE 24 MECHANICAL TITLE 24 FLOOR PLAN - MECHANICAL PIPING AND CONTROLS FLOOR PLAN - MECHANICAL ROOF PLAN - MECHANICAL VRF-1 DIAGRAMS AND DETAILS DETAILS DETAILS MECHANICAL CONTROLS

DUCT SYMBOLS

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

GENERAL NOTES

MECHANICAL SHEET LIST SHEET NUMBER M-001 M-002 M-003 M-004 M-111 M-112 M-133 M-401 M-501 M-502 M-601

REG I S T

CONICAL FITTING

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

24 x 36 AL

MEP COMPONENT ANCHORAGE NOTE ALL MECHANICAL, PLUMBING AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2016 CBC, SECTIONS 1616A.1.18 THROUGH 1616A.1.26 AND ASCE 7-10 CHAPTER 13, 26 AND 30. 1. 2. 3.

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

AGENCY

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.5.6, 13.6.7, 13.6.8, AND 2016 CBC, SECTIONS 1616A.1.24, 1616A.1.25 AND 1616A.1.26. THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., SMACNA OR OSHPD OPM), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS. MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E): MP MD PP E OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS

A MP

REYQ168TAYDU

TITLE

SYMBOLS, NOTES & SCHEDULES

5/15/2019 9:20:06 AM

SHEET

M-001

ROOFTOP GAS-ELECTRIC (AC) UNIT SCHEDULE 1"

SUPPLY FAN DAIKIN MODEL NO.

0 1/4" 1/2"

MARK

3000

MBH

RPM

0.5

BHP

1102

0.47

EAT °F

SENSIBLE TOTAL

96.1

102.3

LAT °F WB

200

160

4.5 / 7.9

1.8

ELECT. SERVICE V/φ/HZ

MIN CIR AMPS

UNIT FLA

208/3/60

50.5

ARI EER

54.9

ARI IEER

12.1

MOCP

18.8

FILTERS

APPROX. OPER. WT. LBS.

UNIT SIZE (L"xW"xH")

3270

QTY

SIZE (IN) 18x24x2 18x24x2

6 6

91x97x57+20" CURB

DESIGN/ (MIN) OSA MERV (CFM)

APP. 02-117123

REMARKS

REVIEWED FOR SS

8 13

SEE NOTES 1-14

770 / (300)

INC:

FLS

✔

07/03/2019

DATE:

NOTES: 1. PROVIDE UNIT WITH 20" SPRING CURB EQUAL TO MASON WEST RSC - 3" DEFLECTION SPRING. SPRING OPA-0207. CURB 2. SELECTED WITH 109°F DB/73°F WB SUMMER AND 31°F DB WINTER TEMPERATURES 3. WEIGHTS SHOWN INCLUDE UNIT CURB, POWER EXHAUST/ECONOMIZER AND ALL ACCESSORIES. 4. PROVIDE DIRECT-DRIVE PLENUM FANS WITH ECM MOTOR FOR VARIABLE SPEED FAN CONTROL 5. PROVIDE 2" MERV 8 PRE-FILTER AND 2" PLEATED MERV 13 FINAL FILTERS INTO INTEGRAL FILTER HOUSING. 6. PROVIDE POWER MODULATING VFD POWER EXHAUST & DRY BULB ECONOMIZER (MPEE) 7. PROVIDE HINGED ACCESS PANELS WITH LEVER HANDLES. 8. PROVIDE CONDENSER COIL GUARDS. 9. PROVIDE AUTOMATIC FAN SHUTDOWN PER CMC SECTION 608.1 USING AN INLINE DUCT SMOKE DETECTOR. FIRE ALARM TO PROVIDE DUCT SMOKE DETECTOR. TO BE INSTALLED BY MECHANICAL IN SUPPLY DUCTWORK. 10. PROVIDE SEPARATE 120V CONVENIENCE OUTLET. 11. COORDINATE WITH ELECTRICAL TO PROVIDE DISCONNECT 12. HEATING LEAVING AIR TEMPERATURE SHALL BE 85°F MINIMUM. 13. PROVIDE WITH (1) INVERTER SCROLL COMPRESSOR AND (1) FIXED SCROLL COMPRESSOR 14. PROVIDE WITH DEMAND CONTROLLED VENTILATION.

ACS

✔

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ROOFTOP GAS-ELECTRIC DIRECT OUTSIDE AIR SYSTEM (DOAS) UNIT SCHEDULE

CONSULTANT

DOAS-1

DAIKIN MODEL NO.

CFM

REBEL DPS004A

1120

ESP (IN.)

RPM

0.9

1651

MBH BHP

0.27

1.3

EAT °F

SENSIBLE TOTAL 51.6

51.6

GAS HEATING MBH

LAT °F

105

COMPRESSORS CONDENSER FAN QTY.

RLA

QTY.

FLA (EA)

4.5

0.4

INPUT OUTPUT 80

ELECT. SERVICE V/φ/HZ 208/3/60

UNIT FLA

MIN CIR AMPS

ARI EER

ARI SEER

18.6

12.1

16.1

MOCP

FILTERS

APPROX. OPER. WT. LBS.

UNIT SIZE (L"xW"xH")

1625

67x87x41+21" CURB

QTY 4 4

SIZE (IN) 16x16x2 16x16x2

MINIMUM OUTSIDE MERV AIR(CFM) 8 13

PETERS

1120 (100% OSA)

engineering

SEE NOTES 1-11

consulting mechanical and electrical engineers

REFRIGERANT

MARK

NO.

RLA

MCA

MOCP

LIQUID

ACCU-1

PUZ-A18NKA7

208/1/60

1/4

CH AN I CA

O F CA L

ER REG I S T

I N E ER

COMPRESSOR ELECTRICAL SERVICE V/φ/HZ.

R. T I C HE

M31176 EXP. 12/31/19 TA

AIR COOLED CONDENSING UNIT SCHEDULE

PRO F E S S I ONA L

R NO

NOTES: 1. PROVIDE UNIT WITH 21" SPRING CURB EQUAL TO MASON WEST ISC - 2" DEFLECTION SPRING. SPRING OPA-0468. CURB 2. SELECTED WITH 105°F DB/73°F WB SUMMER AND 31°F DB WINTER TEMPERATURES 3. WEIGHTS SHOWN INCLUDE SPRING CURB AND ALL ACCESSORIES. 4. PROVIDE DIRECT-DRIVE PLENUM FANS WITH ECM MOTOR. 5. PROVIDE 2" MERV 8 PRE-FILTER AND 2" PLEATED MERV 13 FINAL FILTERS INTO INTEGRAL FILTER HOUSING. 6. PROVIDE HINGED ACCESS PANELS WITH LEVER HANDLES. 7. PROVIDE CONDENSER COIL GUARDS. 8. PROVIDE SEPARATE 120V CONVENIENCE OUTLET. 9. PROVIDE WITH (1) INVERTER SCROLL COMPRESSOR 10. PROVIDE AUTOMATIC FAN SHUTDOWN PER CMC SECTION 608.1 USING AN INLINE DUCT SMOKE DETECTOR. FIRE ALARM TO PROVIDE DUCT SMOKE DETECTOR. TO BE INSTALLED BY MECHANICAL IN SUPPLY DUCTWORK 11. VARY MOTORIZED DAMPERS IN HIGH DENSITY SPACES TO ACHIEVE DEMAND CONTROLLED VENTILATION.

MITSUBISHI ELECTRIC MODEL NO.

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

REMARKS

MARK

DX COOLING COIL

SUPPLY FAN

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

CFM

REBEL DPS010A

AC-1

ESP (IN.)

GAS HEATING COMPRESSORS CONDENSER FAN MBH FLA RLA QTY. QTY. (EA) (EA) INPUT OUTPUT

DX COOLING COIL

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

N I F OR

COOLING ONLY FAN COIL UNIT SCHEDULE

SUCTION

AHRI EER/ (SEER)

UNIT SERVED

WEIGHT (LBS)

1/2

9.9/(18.5)

FC-1

100

REMARKS

1,2,3,4,5

SUPPLY FAN

MARK

MITSUBISHI ELECTRIC MODEL NO.

CFM

QTY

FLA

FC-1

PKA-A18HA7

320

0.33

DX COOLING COIL EAT MBH DB °F SENS/TOT WB °F 80 18/18 67

SEAL

ELECTRICAL SERVICE V/φ/HZ

MCA

208/1/60

NOTES: 1. REFRIGERANT TYPE R410A 2. WIRED REMOTE CONTROLLER. 3. SELF CHECK FUNCTION 4. DRAIN PIPE CONNECTION SIZE 5/8" 5. INDOOR UNIT POWERED BY OUTDOOR UNIT.

NOTES: 1. REFRIGERANT TYPE R410A 2. DC INVERTER-DRIVEN TWIN ROTARY COMPRESSOR. 3. REFRIGERANT PIPE SIZES PER SCHEDULE. 4. INDOOR UNIT POWERED BY THE OUTDOOR UNIT. PROVIDE WIRING IN CONDUIT. 5. LOCK HEATING SECTION OUT - SHALL BE USED AS COOLING ONLY.

6. 7. 8.

MOCP

WEIGHT (LBS)

ROOM SERVED FLOOR

IDF 130

REMARKS

SEE NOTES 1-8

PROVIDE UNIT WITH CONDENSATE PUMP. PROVIDE UNIT WITH MOUNTING BOARD. PROVIDE UNIT WITH MERV 8 FILTERS.

PROJECT

TEHAMA CENTER STUDENT SERVICE

EXHAUST FAN SCHEDULE FAN

VRF AIR COOLED CONDENSING UNIT SCHEDULE

MOTOR

MARK

GREENHECK MODEL NO.

CFM

E.S.P.

RPM

EF-1

SQ-080-VG

295

0.375

1610

INPUT

DRIVE TYPE

SERVICE V/φ/HZ

1/10 HP

DIRECT

115/1/60

NOTES: 1. COORDINATE WITH ELECTRICAL FOR POWER AND DISCONNECT AS REQUIRED. 2. PROVIDE NEMA PREMIUM EFFICIENCY MOTOR. 3. PROVIDE WITH HANGER KIT.

4. 5. 6.

MOTOR ENCLOSURE ODP

SONES

ROOMS SERVED

WEIGHT

REMARKS

MARK

DAIKIN MODEL NO.

NOMINAL TONS

DESIGN COOLING (MBH)

7.8

RESTROOM, CUSTODIAL

SEE NOTES: 1-6

VRF-1

REYQ168TAYDU

146

DESIGN HEATING (MBH) 143

CONNECTION RATIO

FACTORY CHARGE (LBS)

ELECTRICAL SERVICE V/φ/HZ

RLA

MCA

MOCP

ARI EER

ARI IEER

COP

DIMENSIONS (LxWxH)

WEIGHT (LBS)

106%

25.8

208/3/60

41.8

61.9

11.6

22.0

3.7

49"x30"x67"

800

REMARKS

SEE NOTES

NOTES: 1. REFRIGERANT TYPE R410A 2. SELECTED WITH 109°F DB/73°F WB SUMMER AND 31°F DB WINTER TEMPERATURES

PROVIDE THERMAL OVERLOAD PROVIDE VARI-GREEN EC MOTOR INTERLOCK WITH AC-1

770 DIAMOND AVE. RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

VRF FAN COIL UNIT SCHEDULE

DIFFUSER, REGISTER AND GRILLE SCHEDULE SUPPLY FAN MARK

BORDER TYPE

OBD

TITUS MCD

T-BAR LAY-IN

SD-S

TITUS MCD

SURFACE

WHITE

MODULAR CORE 4-WAY SUPPLY DIFFUSER

SG-1

TITUS 300RL

SURFACE

WHITE

STEEL DOUBLE DEFLECTION SUPPLY GRILLE - 3/4" BLADE SPACING

TITUS 50F

T-BAR LAY-IN

RF-L

PRICE 80FF / TB

T-BAR LAY-IN

WHITE

RF-S

PRICE 730FF / SM

SURFACE

WHITE

TITUS 50F

T-BAR LAY-IN

TITUS 50F

SURFACE

SD-L

RG-L B

EG-L

EG-S

MFR / MODEL

FINISH

DESCRIPTION

WHITE

MARK

NOMINAL TONS

CFM

QTY

FXSQ09TAVJI

0.8

DUCTED

320

FC-Z02

FXSQ24TAVJI

2.0

DUCTED

740

FC-Z03

FXSQ12TAVJI

1.0

DUCTED

335

FC-Z04

FXSQ05TAVJI

0.5

DUCTED

280

FC-Z05

FXSQ15TAVJI

1.3

DUCTED

525

1/2x1/2x1/2 CORE FILTER RETURN GRILLE. PROVIDE WITH 20"x20"x2" MERV 8 FILTER TO FIT LAY-IN 2" FILTER HOUSING

FC-Z06

FXSQ05TAVJI

0.5

DUCTED

280

3/4" BLADE SPACING AT 45° - FILTER RETURN HORIZONTAL VANES. PROVIDE WITH DEEP MERV FILTER TO FIT SURFACE MOUNTED 2" FILTER HOUSING. SEE RETURN GRILLE SCHEDULE ON SHEET M-111 FOR 2" FILTER FACE DIMENSIONS.

FC-Z07

FXSQ05TAVJI

0.5

DUCTED

280

FC-Z08

FXSQ24TAVJI

2.0

DUCTED

750

FC-Z09

FXSQ12TAVJI

1.0

DUCTED

335

FC-Z10

FXSQ18TAVJI

1.5

DUCTED

600

FC-Z11

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

FC-Z12

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

FC-Z13

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

FC-Z14

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

FC-Z15

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

REMARKS

FC-Z16

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

ALUMINUM EGGCRATE RETURN - 1/2"x1/2"x1/2" CORE

WHITE

ALUMINUM EGGCRATE EXHAUST - 1/2"x1/2"x1/2" CORE

WHITE

ALUMINUM EGGCRATE EXHAUST - 1/2"x1/2"x1/2" CORE

ROOFTOP RELIEF HOOD SCHEDULE

COOLING EAT MBH SENS/TOT DB °F WB °F 75 6.1/8.5 63 75 15.2/21.1 63 75 8.4/10.5 63 75 4.3/5.2 63 75 10.0/13.1 63 75 4.3/5.3 63 75 4.3/5.3 63 75 15.2/21.1 63 75 8.4/10.5 63 75 12.0/15.7 63 75 4.3/5.0 63 75 4.3/5.0 63 75 4.3/5.0 63 75 4.3/5.0 63 75 4.3/5.0 63 75 4.3/5.0 63 75 4.3/5.0 63 75 4.3/5.0 63

HEATING

ELECTRICAL SERVICE V/φ/HZ SUCTION

MCA

MOCP

OSA (CFM)

WEIGHT (LBS)

208/1/60

0.8

150

SEE NOTES 1-3

5/8"

208/1/60

1.8

390

SEE NOTES 1-3

1/4"

1/2

208/1/60

0.8

SEE NOTES 1-3

1/4"

1/2

208/1/60

0.8

SEE NOTES 1-3

17.1

1/4"

1/2

208/1/60

1.4

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.8

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.8

SEE NOTES 1-3

27.0

3/8"

5/8"

208/1/60

1.8

SEE NOTES 1-3

13.6

1/4"

1/2

208/1/60

0.8

SEE NOTES 1-3

20.1

1/4"

1/2

208/1/60

1.6

150

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

6.5

1/4"

1/2

208/1/60

0.3

SEE NOTES 1-3

EAT

10.6

1/4"

1/2

27.0

3/8"

13.6

6.5

LIQUID

DATE 01/04/2019 05/17/2019

CFM

FPM

SP (IN W.G.)

THROAT SIZE

HOOD SIZE

CURB SIZE

RH-1

FGR-10x10

295

425

0.04

10"x10"

20"x24"

16"x16"

14"

SEE NOTES 1-3

FC-Z17

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

RH-2

FGR-8x8

150

340

0.03

8"x8"

18"x24"

14"x14"

14"

SEE NOTES 1-3

FC-Z18

FXZQ05TAVJU

0.5

CASSETTE 2'x2'

300

RH-3

FGR-8x8

215

485

0.04

8"x8"

18"x24"

14"x14"

14"

SEE NOTES 1,2

RH-4

FGR-10x10

250

360

0.04

10"x10"

20"x24"

16"x16"

14"

SEE NOTES 1-3

NOTES: 1. REFRIGERANT TYPE R410A 2. SEE MANUFACTURER'S SUBMITTAL FOR FULL PIPING LAYOUT AND REFRIGERANT LINES SIZES 3. MFR INTEGRAL CONDENSATE PUMP AND INTEGRAL FLOAT SWITCH FOR AUTOMATIC SHUT-OFF

RH-5

FGR-10x16

540

485

0.06

10'x16"

20"x36"

16"x22"

14"

SEE NOTES 1-3

REMARKS

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

NOTES: 1. FACTORY PROVIDED GALVANIZED BIRDSCREEN 2. FACTORY PROVIDED 12" STANDARD ROOF CURB - SLOPED TO MATCH ROOF PITCH. 3. PROVIDE BACKDRAFT DAMPER. A

BRANCH SELECTOR BOX SCHEDULE SERVICE

ELECTRICAL SERVICE V/φ/HZ

MCA

BS10Q54TVJ

VRF-1

208/1/60

1.0

32"x12"x19"

100

SEE NOTES: 1

BS8Q54TVJ

VRF-1

208/1/60

0.8

22"x12"x19"

SEE NOTES: 1

MARK

DAIKIN MODEL NO.

BSB-1 BSB-2

MAX DIMENSIONS MOCP CAPACITY (LxWxH) (MBH)

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT

GREENHECK MODEL NO.

HOOD WEIGHT HEIGHT (LBS.)

REFRIGERANT BRANCH SIZE

MBH

MARK

NOTES: 1. NO DRAIN PIPING NEEDED 5/15/2019 9:20:06 AM

TYPE

FC-Z01

NOTES: 1. PROVIDE STEEL GRILLES IN ALL CUSTODIAL AND RESTROOM AREAS 2. COORDINATE FINAL FINISH COLOR WITH ARCHITECT.

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

DAIKIN MODEL NO.

MODULAR CORE 4-WAY SUPPLY DIFFUSER

WHITE

MARK

WEIGHT (LBS)

REMARKS

TITLE

MECHANICAL SCHEDULES

SHEET

M-002

017294 LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR FLS

✔

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

R. T I C HE

M31176 EXP. 12/31/19 ME

CH AN I CA

O F CA L

I N E ER

REG I S T

PRO F E S S I ONA L

R NO

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

✔

07/03/2019

DATE:

ACS

✔

N I F OR

SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE 770 DIAMOND AVE. RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

AGENCY

TITLE

MECHANICAL TITLE 24

5/15/2019 9:20:08 AM

SHEET

M-003

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR FLS

✔

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

R. T I C HE

M31176 EXP. 12/31/19 ME

CH AN I CA

O F CA L

I N E ER

REG I S T

PRO F E S S I ONA L

R NO

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

✔

07/03/2019

DATE:

ACS

✔

N I F OR

SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE 770 DIAMOND AVE. RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

AGENCY

TITLE

MECHANICAL TITLE 24

5/15/2019 9:20:09 AM

SHEET

M-004

KEYED NOTES: 1"

SUPPLY DIFFUSER SCHEDULE Type SD-L SD-L SG-1 SG-1 SD-L SG-1 SD-S SD-L

Neck Size 6"x6" 10"x10" 12"x6" 18"x6" 8"x8" 14"x6" 6"x6" 14"x14"

Duct Size 6"ø 10"ø 12"x6" 18"x6" 8"ø 14"x6" 6"ø 12"ø

ID#

Type

R01 R02 R03 R04 R05 R06

Neck Size

RF-L RF-L RF-S RF-L RF-S RG-L

EXHAUST GRILLE SCHEDULE 2" FILTER SIZE 20"x20" 20"x20" 20"x10" 20"x20' 24"x12" NONE

Duct Size

22"x22" 22"x22" 20"x10" 22"x22" 24"x12" 22"x22"

8"ø 12"ø 20"x10" 10"ø 24"x12" 14"ø

ID# E01 E02 E03 E04

Type EG-S EG-L EG-S EG-S

Neck Size 8"x8" 8"x8" 10"x10" 10"x16"

Duct Size 8"x8" 8"x8" 10"x10" 10"x16"

DASHED LINES IN FRONT OF COILS REPRESENT CLEARANCE LINES, TYPICAL.

SUPPORT INLINE EXHAUST FAN TO ROOF FRAMING ABOVE PER DETAIL 1/M-502.

LINED SUPPLY AIR DUCT FROM AC UNIT ABOVE. TRANSITION WITHIN ROOF CURB AND/OR UNDERSIDE OF ROOF STRUCTURE TO DUCT SIZE AS INDICATED. CONNECT DUCT TO UNIT COMPLETE WITH FLEXIBLE CONNECTION, TYPICAL.

SUPPORT BRANCH SELECTOR BOX TO ROOF FRAMING ABOVE CEILING PER DETAIL 1/M-502. TYPICAL OF 2.

LINED RETURN AIR DUCT FROM AC UNIT ABOVE. TRANSITION WITHIN ROOF CURB AND/OR UNDERSIDE OF ROOF STRUCTURE TO DUCT SIZE AS INDICATED. CONNECT DUCT TO UNIT COMPLETE WITH FLEXIBLE CONNECTION, TYPICAL.

ROUTE DUCTWORK TIGHT TO UNDERSIDE OF ROOF FRAMING MEMBERS, FIELD COORDINATE DUCT ROUTING WITH STRUCTURAL MEMBERS, PIPING, SUPPORTS, LIGHT FIXTURES, ETC. SEE DETAILS 3 & 4/M-502, TYPICAL.

FURNISH AND INSTALL MANUAL VOLUME DAMPERS (MVD) IN INDIVIDUAL BRANCH DUCT. BALANCE TO AIR VOLUME SHOWN, TYPICAL.

DUCT UP TO GRAVITY VENTILATOR. SEE SHEET M-133 FOR CONTINUATION.

SECURE FAN COIL UNIT TO HIGH WALL FRAMING MEMBERS ABOVE DOOR. FIELD VERIFY LOCATION WITH STRUCTURAL MEMBERS. OFFSET AND ROUTE REFRIGERANT LINES ABOVE FINISHED CEILING. SEE DETAIL 6/M-501.

DUCT SMOKE DETECTOR DEVICE IN SUPPLY DUCT PER CMC 2016, CHAPTER 6, SECTION 608. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR FOR POWER AND FIRE ALARM. ELECTRICAL TO PROVIDE, MECHANICAL TO INSTALL, TYPICAL.

SHEET NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1. PROVIDE CONICAL FITTINGS FROM ROUND TO RECTANGULAR DUCT CONNECTIONS. 2. PROVIDE SHOE FITTING AT ALL RECTANGULAR TO RECTANGULAR DUCT BRANCHES 3. FLEXIBLE DUCT IS LIMITED TO 5'-0" IN LENGTH. 4. PROVIDE MANUAL VOLUME DAMPER AT EVERY BRANCH DUCT. 5. PROVIDE TURNING VANES AT ALL RECTANGULAR DUCTWORK WITH 90° ELBOWS 6. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ACCESS PANEL LOCATIONS SERVICING MANUAL VOLUME DAMPERS AND EQUIPMENT ABOVE HARD LID CEILINGS. 7. ALL ACCESS TO BE MAINTAINED. NO DUCTS OR PIPING LOCATIONS SHALL IMPEDE MAINTENANCE REQUIREMENTS. 8. UNDERCUTS NOTED ON PLANS ARE 3/4" MIN. REFER TO ARCHITECTURAL DRAWINGS. 9. PROVIDE MANUAL VOLUME DAMPERS AT ALL OUTSIDE AIR BRANCH DUCTS TO RETURN PLENUM OF FAN COILS. MANUAL VOLUME DAMPERS SHALL BE BALANCED TO PROVIDE OSA CFM LISTED ON SHEET M-002. 10. PROVIDE FLEXIBLE CONNECTIONS TO BETWEEN DUCTWORK AND ALL PIECES OF MECHANICAL EQUIPMENT, UNLESS OTHERWISE NOTED.

APP. 02-117123

REVIEWED FOR SS

FLS

✔

SUPPORT VRF DUCTED INDOOR FAN COIL TO ROOF FRAMING ABOVE CEILING PER DETAIL 1/M-502, TYPICAL OF 10.

SUPPORT VRF CASSETTE TYE INDOOR FAN COIL PER DETAIL 8/M-502, TYPICAL OF 8.

DIFFUSER INSTALLATION PER DETAIL 7/M-502. USE UNCONFINED CONFIGURATION WHERE POSSIBLE AND CONFINED CONFIGURATION WHEN CEILING SPACE IS LIMITED. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH AND SHALL NOT BE USED IN LIEU OF RIGID ELBOWS OR FITTINGS PER 2016 CMC 603.4.1.

CENTER OF AIR TERMINAL AT 13'-6" ABOVE FINISHED FLOOR.

CENTER OF AIR TERMINAL AT 10'-10" ABOVE FINISHED FLOOR.

MOTORIZED DAMPER FOR DEMAND CONTROLLED VENTILATION IN SPACE

DIFFUSER MOUNTED ON WALL OF DUCT CHASE. SEE ARCHITECTURAL DRAWINGS.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

DUCTWORK IN DUCT CHASE. SEE ARCHITECTURAL DRAWINGS.

CONSULTANT

CENTER OF AIR TERMINAL AT 13'-0" ABOVE FINISHED FLOOR.

CENTER OF AIR TERMINAL AT 13'-9" ABOVE FINISHED FLOOR.

✔

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

engineering

ACS

✔

07/03/2019

DATE:

PETERS

INC:

R. T I C HE

M31176 EXP. 12/31/19 ME

CH AN I CA

O F CA L

I N E ER

REG I S T

PRO F E S S I ONA L

R NO

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

ID# S01 S02 S03 S04 S05 S06 S07 S08

RETURN GRILLE SCHEDULE

N I F OR

SEAL

D COUNSELOR

COUNSELOR

128

130

132

FC Z11

FC Z12

FC Z13

FC Z14

R06 900 CFM

26"x8" AL

20"x20" AL

4"ø

FC Z01

R06 900 CFM

S08 530 CFM

10"ø

UCD

UCD 10"ø

4"ø

S01 70 CFM

HALLWAY

14"ø

6"ø

100D

8"ø 12"ø

18"ø

38"x12"

UCD

UCD 4"ø

4"ø

UCD FC Z02

BSB 2

14"x8"

1 32"x12"

10"ø

CLIENT

LOBBY

S03 225 CFM

14"ø

8"ø

S03 225 CFM

100 19

S04 315 CFM

12"x6"

FACE OF SOFFIT (SEE ARCHITECTURAL DRAWINGS)

FC Z16

FC Z18

COUNSELOR

125

127

129

131

R03 95 CFM

E04 N/A

S03 145 CFM

151

101

MARK

103

FACE OF SOFFIT (SEE ARCHITECTURAL DRAWINGS)

100C

S01 50 CFM

STUDENT SERVICES

WORK CENTER

FC 1

UCD

STUDENT SERVICES

107

106

E03 N/A

UCD

8"ø

FC Z10

IDF

STORAGE

121

120

S07 65 CFM

38"x14"

BDD 8"x8"

8"x8"

E01 120 CFM

14"ø

BDD

UCD E02 N/A

S02 240 CFM

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

S02 300 CFM

14"x12"

FC Z09

S01 95 CFM

123

B.6

E01 75 CFM

14"x8"

10"x10"

EF 1

10"x10"

S05 175 CFM

6"ø

R01 155 CFM

S05 160 CFM

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

FACE OF SOFFIT (SEE ARCHITECTURAL DRAWINGS)

AGENCY 11

FC Z05

10"ø

26"x10"

S05 175 CFM

MANAGEMENT

FC Z04

6"ø 20"x8"

FC Z07

VET OFFICE 8"ø

122 10"ø

S01 70 CFM

R01 55 CFM

20"x10" 10"ø

R01 55 CFM

S01 70 CFM

8"ø

10"ø

R01 55 CFM

S01 70 CFM

20"x12"

R01 55 CFM

FC Z06

38"x14"

R01 55 CFM

R01 55 CFM S01 70 CFM

10"ø

S01 70 CFM

10"ø

R01 75 CFM

6"ø

10"ø

R01 55 CFM

R02 450 CFM R04 205 CFM

R01 160 CFM

S05 175 CFM

R01 160 CFM 12"ø

118

S01 70 CFM VET CENTER

PROVIDE MVD E01 100 CFM

14"ø

PROVIDE MVD E02 N/A

10"ø

105

6"ø

S07 90 CFM

CUSTODIAL 119

10"ø

R03 145 CFM

RESTROOM

12"ø

FACULTY OFFICE

UCD

S03 225 CFM

S07 110 CFM

6"ø

100B

UCD

6"ø

S02 300 CFM

UCD

HALLWAY

108

S03 225 CFM

10"ø

FC Z08

8"ø

S01 70 CFM

FACULTY OFFICE

14"ø

12"ø

32"x14"

12"ø

R01 105 CFM

S01 120 CFM

109

10"ø

FACULTY OFFICE

117

UCD

FACULTY OFFICE

116

UCD

FACULTY OFFICE

115

S06 250 CFM

B UCD

FACULTY OFFICE

114

UCD

FACULTY OFFICE

113

S06 250 CFM

UCD 6

E01 N/A

FACULTY OFFICE

112

UCD

S06 250 CFM

UCD

FACULTY OFFICE

111

UCD FACULTY OFFICE

R05 700 CFM

UCD

110

FACULTY HALLWAY

150

TITLE

FLOOR PLAN MECHANICAL

5/15/2019 9:20:14 AM

SHEET PLAN NORTH

1 M-111

FLOOR PLAN - MECHANICAL 1/4" = 1'-0"

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

104

100A 8"ø

DATE 01/04/2019 05/17/2019

ADMIN OFFICE

S03 125 CFM

HALLWAY

124

ISSUED

STUDENT SERVICES

UCD CONFERENCE

FACE OF SOFFIT (SEE ARCHITECTURAL DRAWINGS)

8"ø

10"ø

COUNSELOR

S03 110 CFM

S04 315 CFM

CLASSROOM/LOBBY OVERFLOW

COUNSELOR

FIRE RISER

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

R01 125 CFM

C.4

UCD

4"ø

FC Z15

8"ø 10"ø

8"ø

4"ø

FC Z17

770 DIAMOND AVE. RED BLUFF, CA 96080

8"ø

UCD

FC Z03

10"ø

14"ø

10"ø

14"ø

BSB 1

10"x10"

6"ø

32"x20" AL

TEHAMA CENTER STUDENT SERVICE

R01 160 CFM

28"x32" AL

UCD

102

PROJECT

S05 190 CFM

S05 160 CFM

10"x10"

8"ø

UCD

S05 160 CFM

16"x24" AL

S08 530 CFM

ADMIN OFFICE R04 255 CFM

20"x12"

126

R01 170 CFM

20"x12"

COUNSELOR

24"x16" AL

CAMPUS SAFETY

M-111

017294 LIONAKIS 2017

KEYED NOTES: FURNISH AND INSTALL THERMOSTAT AND SENSOR ON WALL AT +48” TO TOP OF THERMOSTAT AT LOCATION SHOWN. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH IN. TYPICAL.

REFRIGERANT PIPING UP THROUGH ROOF USING ROOF JACK PER DETAIL 7/M-502

SECURE REFRIGERANT LINE SET TO STRUCTURE ABOVE PER DETAIL 6/M-502. TYPICAL.

PIPEWORK IN ARCHITECTURAL CHASE. SEE ARCHITECTURAL DRAWINGS.

PROVIDE TEMPERATURE CONTROLS ROUTER PER SHEET M-601. COORDINATE WITH ELECTRICAL TO PROVIDE 120V/1Ø AND DATA DROP. COORDINATE LOCATION WITH OTHER ELECTRICAL PANELS.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1. REFER TO SHEET M-401 AND EQUIPMENT SUBMITTAL FOR VRF REFRIGERANT PIPING SIZING. 2. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ACCESS PANEL LOCATIONS SERVICING EQUIPMENT ABOVE HARD LID CEILINGS. 3. ALL ACCESS TO BE MAINTAINED. NO DUCTS OR PIPING LOCATIONS SHALL IMPEDE MAINTENANCE REQUIREMENTS.

APP. 02-117123

INC:

REVIEWED FOR SS

FLS

✔

ACS

✔

07/03/2019

DATE:

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

R. T I C HE

M31176 EXP. 12/31/19 ME

CH AN I CA

O F CA L

I N E ER

REG I S T

PRO F E S S I ONA L

R NO

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

SHEET NOTES: CO2

N I F OR

SEAL

CAMPUS SAFETY

COUNSELOR

126

128

130

132

FC Z11

FC Z12

FC Z13

ADMIN OFFICE

PROJECT

TEHAMA CENTER STUDENT SERVICE

102

FC Z14

FC Z01

LOBBY FC-Z11 T

T FC-Z12

FC-Z13 T

100

T FC-Z14

CLASSROOM/LOBBY OVERFLOW

770 DIAMOND AVE. RED BLUFF, CA 96080

FC-Z03 T

FC Z03

101

FC Z02

BSB 2

ACCU-1

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

BSB 1

HALLWAY 100D

C.4 FC-Z15 T

T FC-Z16

FC Z15

FC-Z17 T

FC Z17

FC Z16

VRF-1

T FC-Z18

T FC-Z01 C T FC-Z02 C

ADMIN OFFICE 104 STUDENT SERVICES

FC Z18

ISSUED

MARK

103 COUNSELOR

COUNSELOR

125

127

129

131

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

C AC-1 T C

FIRE RISER 151 CONFERENCE

HALLWAY

100C

100B

124 B

WORK CENTER

FC-Z10 T C

100A FC 1

T FC-Z04

FC-Z05 T

T FC-1 S BMS STUDENT SERVICES

STUDENT SERVICES

FACULTY OFFICE

108

107

106

105

IDF

B.6

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

121

FC Z10

STORAGE

CUSTODIAL

RESTROOM

120

119

118

VET CENTER 123

LIONAKIS 2017

AGENCY

FC Z07

FACULTY OFFICE

117

116

115

FACULTY OFFICE

114

113

FACULTY OFFICE

FC Z06

112 FACULTY OFFICE

FC Z08

FACULTY OFFICE

111

109 FACULTY OFFICE

122

110 T FC-Z06

T FC-Z07 FC-Z08

FACULTY HALLWAY

150 A

TITLE

PIPING AND CONTROLS FLOOR PLAN MECHANICAL SHEET

5/15/2019 9:20:17 AM

017294

FC Z05

FC-Z09 T

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

FC Z04

TCP

FC Z09

VET OFFICE

MANAGEMENT

PLAN NORTH

1 M-112

PIPING AND CONTROLS - MECHANICAL 1/4" = 1'-0"

M-112

0 1/4" 1/2"

KEYED NOTES:

SHEET NOTES:

SECURE ROOFTOP AC UNIT TO ROOF FRAMING MEMBERS AS REQUIRED. FIELD VERIFY FINAL UNIT LOCATION AND DUCT DROPS THROUGH ROOF WITH STRUCTURAL MEMBERS. REFER TO DETAIL 1/M-501 FOR MOUNTING, TYPICAL.

1. SEE SHEET M-501 FOR TYPICAL ROOF MOUNTING EQUIPMENT DETAILS 2. ALL ACCESS TO BE MAINTAINED. NO PIPING LOCATION SHALL IMPEDE MAINTENANCE REQUIREMENTS.

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

SECURE AIR-COOLED CONDENSING VRF UNIT TO ROOF FRAMING AT LOCATION SHOWN. FIELD VERIFY FINAL UNIT LOCATION. SEE DETAIL 3/M-501 FOR MOUNTING. ROUTE REFERIGERANT LINES THRU ROOF AT LOCATION SHOWN. SEAL ROOF PENETRATION WEATHER-TIGHT. WRAP REFRIGERANT SUCTION LINE WITH INSULATION. SEE DETAIL 7/M-501 FOR REFRIGERANT PIPE THROUGH ROOF.

SECURE AIR-COOLED CONDENSING UNIT TO ROOF FRAMING AT LOCATION SHOWN. FIELD VERIFY FINAL UNIT LOCATION. SEE DETAIL 4/M-501 FOR MOUNTING.

ROUTE REFERIGERANT LINES THRU ROOF AT LOCATION SHOWN. SEAL ROOF PENETRATION WEATHER-TIGHT. WRAP REFRIGERANT SUCTION LINE WITH INSULATION. SEE DETAIL 7/M-501 FOR REFRIGERANT PIPE THROUGH ROOF.

INSTALL ROOFTOP GRAVITY RELIEF/INTAKE HOOD PER DETAIL 5/M-501, TYPICAL.

SUPPORT REFRIGERNAT PIPING ON ROOF PER DETAIL 9/M-501, TYPICAL.

ROOFTOP EQUIPMENT CLEARANCE LINE, TYPICAL.

INC:

REVIEWED FOR

SECURE ROOFTOP DOAS TO ROOF FRAMING MEMBERS AS REQUIRED. FIELD VERIFY FINAL UNIT LOCATION AND DUCT DROPS THROUGH ROOF WITH STRUCTURAL MEMBERS. REFER TO DETAIL 2/M-501 FOR MOUNTING, TYPICAL.

FLS

✔

ACS

✔

07/03/2019

DATE:

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

M31176 EXP. 12/31/19

CH AN I CA

O F CA L

I N E ER

R. T I C HE

R NO

REG I S T

PRO F E S S I ONA L

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

N I F OR

E SEAL

D 2

DOAS 1

OSA

8 PROJECT

EA AC 1

OSA

TEHAMA CENTER STUDENT SERVICE

770 DIAMOND AVE. RED BLUFF, CA 96080 8

VRF 1

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ACCU 1

C.4 ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

RH 5

C RH 4

3" VTR

MANAGEMENT

B.6

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

4" VTR AGENCY

RH 1

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

RH 3

RH 2

6 TITLE

ROOF PLAN MECHANICAL

5/15/2019 9:20:18 AM

SHEET PLAN NORTH

1 M-133

ROOF PLAN - MECHANICAL 1/4" = 1'-0"

M-133

017294 LIONAKIS 2017

TO CENTRALIZED CONTROLLER IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

L1, L2, L3 36.1A 3ph

L1, L2 0.3A 1ph

OUT F1,F2

REYQ168TAYDU

P1,P2 VRF-1 REYQ168TAYDU

0 1/4" 1/2"

APP. 02-117123

IN F1,F2

F1,F2

FC-Z11 FXZQ05TAVJU

BRC1E73 (1)

INC:

REVIEWED FOR SS

VRF 1

FLS

✔

ACS

✔

07/03/2019

DATE:

L1, L2 0.3A 1ph P1,P2

5/8x1-1/8x7/8"

3/8x7/8x3/4" KHRP25M72TU9

L1, L2 0.3A 1ph

BSB 1

BS10Q54TVJ

1/4x1/2"

FC Z11

FXZQ05TAVJU

3/8x7/8x3/4"

P1,P2 BRC1E73 (1)

BSB- 2 BS8Q54TVJ

L1, L2 0.3A 1ph

P1,P2

FXSQ09TAVJU 1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

FC Z12

FXZQ05TAVJU BRC1E73 (1) B

3/8x5/8"

P1,P2 F1,F2

1/4x1/2"

C BRC1E73 (1)

FC Z13

PETERS

FXZQ05TAVJU

consulting mechanical and electrical engineers

1/4x1/2"

FC Z03

FXSQ12TAVJU 1/4x1/2"

FC Z14

FXZQ05TAVJU

M31176 EXP. 12/31/19

L1, L2 0.3A 1ph P1,P2 F1,F2

FC-Z17 FXZQ05TAVJU

1/4x1/2"

BRC1E73 (1) 1/4x1/2"

L1, L2 0.3A 1ph

CH AN I CA

O F CA L

N I F OR

FC Z15

FXZQ05TAVJU

SEAL

P1,P2 F1,F2

FC Z04

FXSQ05TAVJU E

FC-Z18 FXZQ05TAVJU

R. T I C HE

I N E ER

BRC1E73 (1)

PRO F E S S I ONA L

R NO

P1,P2 F1,F2

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

engineering

L1, L2 0.3A 1ph FC-Z16 FXZQ05TAVJU

CONSULTANT

FXSQ24TAVJU

L1, L2 0.3A 1ph FC-Z15 FXZQ05TAVJU

FC Z02

F1,F2

FC-Z14 FXZQ05TAVJU

1/4x1/2"

FC Z01

REG I S T

F1,F2

FC-Z13 FXZQ05TAVJU

BRC1E73 (1)

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

F1,F2

FC-Z12 FXZQ05TAVJU

BRC1E73 (1) E

1/4x1/2"

FC Z05

FXSQ15TAVJU L1, L2 1.6A 1ph

1/4x1/2"

P1,P2 F1,F2

FC-Z10 FXSQ18TAVJU

FC Z16

FXZQ05TAVJU BRC1E73 (1)

1/4x1/2"

L1, L2 0.8A 1ph C

FXSQ05TAVJU

P1,P2 F1,F2

FC-Z09 FXSQ12TAVJU

1/4x1/2"

BRC1E73 (1)

FXZQ05TAVJU

P1,P2 FC-Z01 FXSQ09TAVJU

1/4x1/2"

FC Z07

1/4x1/2"

FC Z18 CLIENT

FXZQ05TAVJU L1, L2 1.8A 1ph P1,P2 F1,F2

770 DIAMOND AVE. RED BLUFF, CA 96080

FXSQ05TAVJU BRC1E73 (1)

FC-Z02 FXSQ24TAVJU

PROJECT

TEHAMA CENTER STUDENT SERVICE

FC Z17

L1, L2 0.8A 1ph

F1,F2

FC Z06

BRC1E73 (1) 1/4x1/2"

L1, L2 0.8A 1ph

3/8x5/8"

FC Z08

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

FXSQ24TAVJU

FC Z10

FXSQ18TAVJU

P1,P2 F1,F2

FC-Z03 FXSQ12TAVJU

BRC1E73 (1) ISSUED

MARK L1, L2 0.8A 1ph

F1,F2

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

FXSQ12TAVJU

FC-Z04 FXSQ05TAVJU

BRC1E73 (1)

L1, L2 1.4A 1ph

M-401

P1,P2 F1,F2

1/4x1/2"

P1,P2

FC Z09

FC-Z05 FXSQ15TAVJU

VRF PIPING DIAGRAM 1/8" = 1'-0"

BRC1E73 (1)

L1, L2 0.8A 1ph P1,P2

B F1,F2

FC-Z06 FXSQ05TAVJU

BRC1E73 (1) VRF-1 (18) REYQ168TAYDU

L1, L2 0.8A 1ph

MANAGEMENT

P1,P2 F1,F2

FC-Z07 FXSQ05TAVJU

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

BRC1E73 (1) L,N ETHERNET 100BASE-TX

L1, L2 1.8A 1ph

F1,F2

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

M-401

VRF WIRING DIAGRAM 1/8" = 1'-0"

AGENCY

BRC1E73 (1)

BMS SYSTEM TO MONITOR THE VRF SYSTEM VIA BACNET INTERFACE. OWNER TO DETERMINE WHICH BACNET POINTS SHALL BE MONITORED FROM AVAILABLE POINTS.

2 M-401

VRF CONTROLLER WIRING 1/8" = 1'-0"

TITLE

VRF-1 DIAGRAMS AND DETAILS

SHEET

5/15/2019 9:20:19 AM

LIONAKIS 2017

ITOUCH MANAGER DCM601A71

P1,P2 FC-Z08 FXSQ24TAVJU

017294

M-401

APPLIES TO UNITS: VRF-1

5 APPLIES TO UNITS: AC-1 IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

CONDENSING UNIT

VRF UNIT

SPRING ISOLATOR EQUAL TO MASON WEST SLR - 2" (ONE EACH CORNER)

REFRIGERANT LINE

MIN.6"

18COUNTER GA. COUNTER 18 GA. FLASHING FLASHING CAP CAP

ROOFING MATERIAL

3/8"Øx3" EMBED 3/8"Øx3" EMBED LAG LAG SCREWS PER SIDE) SCREWS (MIN.(MIN. 2 PER2 SIDE)

4x4 BLOCKING WITH SIMPSON A34 EACH SIDE, END, TYP.

SUPPORT SIMILAR TO ACCU ON ROOF

12" 12"

AT JOINTS WELDWELD AT JOINTS PER SINGLE-PLY PER SINGLE-PLY MANUFACTURER MANUFACTURER REQUIREMENTS REQUIREMENTS

1/4" DIA. 12 HOLES

3" 3/4" TYP.

7/8" TYP.

CONSULTANT ANCHORING CLIP PLYWOOD SHEATHING PLYWOOD SHEATHING OVEROVER STRUCTURAL STRUCTURAL TJIs TJIs

CURB TO EXTEND 6" BEYOND PIPE EACH SIDE

5-1/2" 1/2"

consulting mechanical and electrical engineers

NONE 26GA. G.I. COUNTERFLASHING. SECURE ROOFING MATERIAL AND COUNTERFLASHING TO CURB WITH #10 WOOD SCREWS

NEOPRENE GASKET ALL AROUND

R. T I C HE

M31176 EXP. 12/31/19 TA

AC UNIT

APPLIES TO UNITS: ACCU-1

PRO F E S S I ONA L

CH AN I CA

O F CA L

I N E ER

M-501 xM-501 M-501

NONE

VRF-1 MOUNTING (NEOPRENE) VRF MOUNTING ON ROOF

PETERS

engineering

R NO

M-501

SPONGE AIR SEAL (4) #12 SMS TOP AND BOTTOM (8 TOTAL PER LOCATION) THRU 16 GA SHEET METAL STRAP

1-1/2" TYP.

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

AC-A1

1/2"

4x4 BLOCKING SIMPSON 4x4 BLOCKING WITHWITH SIMPSON A34 A34 EACHEACH SIDE,SIDE, END,END, TYP. TYP.

2 33

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

1-1/2" TYP.

SEE STRUCTURAL DETAILS FOR TJI STIFFENERS

REFRIGERANT PIPE ON ROOF

3/4" DIA. 3 HOLES

SEE STRUCTURAL DETAILS SEE STRUCTURAL DETAILS FOR FOR TJI STIFFENERS. TJI STIFFENERS.

9-3/8"

1-1/2" TYP.

THYBAR EQUIPMENT MOUNTING THYBAR EQUIPMENT MOUNTING SUPPORT #TEMS2, 12" HIGH, SUPPORT #TEMS2, 12" HIGH, 18 18 GAUGE STEEL SHELL, GAUGE GALV.GALV. STEEL SHELL, BASEBASE PLATE AND COUNTERFLASHING, PLATE AND COUNTERFLASHING, NAILER, ALL WELDED WITHWITH NAILER, ALL WELDED CONSTRUCTION. CONSTRUCTION.

NOTES: 1. ROOF PENETRATION AND FRAMING BY THE GENERAL CONTRACTOR. 2. ROOFING REPAIR AND WATERPROOFING BY THE GENERAL CONTRACTOR. 3. ROOF PENETRATION ONLY TO BE USED BY REFRIGERANT PIPING.

9-3/8"

✔

LAG SCREW WASHER LAG SCREW WITHWITH WASHER 2x WOOD NAILER 2x WOOD NAILER

SINGLE-PLY ROOFING SINGLE-PLY ROOFING UP UP UNDER CURBCURB AND AND UNDER FLASHING FLASHING CAP CAP PLYWOOD SHEATHING OVER STRUCTURAL TJIs

1-1/8"

ACS

✔

07/03/2019

DATE:

1/2"Øx3" MIN. EMBED S.S.LAG SCREW AT EACH 3/8"Øx1-1/2" MIN.MOUNTING EMBED HOLE (TYPSCREW AT EACH S.S.LAG ATCORNER EACH OF VRF UNIT)HOLE (TYP OF 4 AT MOUNTING EACH SPRING ISOLATOR) NEOPRENE PAD

WOOD CURB BY GENERAL CONTRACTOR

FLS

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SEAL TIGHT ALL-AROUND PIPE WITH FOAM

1-1/2"

3/8"Ø BOLT AND NUTS (2) AT EACH ISOLATOR (8 TOTAL)

PIPE INSULATION

INC:

REVIEWED FOR ✔

0 1/4" 1/2"

PIPE CLAMP

PIPE SUPPORT, 8" HIGH, 18 GAUGE THYBAR TEMS-2 OR EQUAL WALKPAD BY GENERAL CONTRACTOR

APP. 02-117123

21"

ROOF JACK W/ITH REMOVABLE TOP

REG I S T

COVER WITH SHEET METAL FRONT. SEAL WATER TIGHT SIMILAR

N I F OR

2" THICK RIGID INSULATION

ROUTE 1/4" CLEAR TUBING UP ALONG WALL TO HIGH CEILING LEVEL. RIGHT HAND, BOTTOM END OF FAN COIL UNIT HOUSING

18 GA. COUNTER FLASHING CAP FAN COIL UNIT HOUSING

ROUTE DISCHARGE TUBING AND POWER BACK UP THRU FAN COIL UNIT HOUSING.

FAN COIL UNIT HOUSING

2" FRONT VIEW

12"

M-501

CONDENSATE PUMP DETAIL

METAL FLASHING, PVC COATED

CANT STRIP

RIGID INSULATION/STIFFENER FINISHED ROOFING

CANT STRIP

PREFAB CURB W/ NAILER - FURNISHED BY UNIT MFR.

4" 1-1/2" MIN.

PROJECT

TEHAMA CENTER STUDENT SERVICE

SECURE LEVELING RAIL TO STRUCTURAL BLOCKING BELOW W/ 3/8"ø LAG SCREWS W/ 3" EMBED AT 32" O.C.

770 DIAMOND AVE. RED BLUFF, CA 96080

1/2" THRU BOLT @ 32" O.C. (MIN 3 PER SIDE) - NUT WASHERS 4 TOP AND BOTTOM , CENTERED ON BLOCKING

WOOD BLOCKING AROUND UNIT TO LEVEL UNIT

NOTES: 4x6 BLOCKING WITH A35 EACH 1. CURB EQUAL MASON WEST RSC 3" SPRING DEFLECTION - SPRING OPA #0207 SIDE, EACH END. CENTER 2. 3 SPRING WINDOWS PER SIDE. APPROXIMATE BLOCKING ON BOLT FORCURB CURBWEIGHT = 750 LBS NOTES: 3. ENTIRE SPRING CURB RAIL SYSTEM & A.C. CURB TO BE INSTALLED PER MFRS. 1. (3) HOLD DOWNS PER LONG SIDE - (6) TOTAL ATTACHMENT RECOMMENDATIONS.

SEE STRUCTURAL DETAIL FOR TJI STIFFENERS

M-501

FINISHED ROOFING

WOOD BLOC 2" THICK RIGID 2-LAYERS OF 5-8" GYP. INSULATION BD. WITHINAROUND CURB UN UNIT. WOOD BLOCKING 2" THICK RIGID 2-LAYERS OF 5-8" GYP. INSULATION BD. WITHIN AROUND CURB UNIT TO LEVEL UNIT.

4x6 BLOCKING W/ A35 EACH SIDE, EACH END. CENTER BLOCKING ON BOLT FOR CURB ATTACHMENT

4x4 BLOCKING WITH SIMPSON A34 EACH SIDE, END, TYP.

NONE

ATTACH HOLD DOWN TO CURB W/ (4) #10x1/2" TEK SCREWS

PLYWOOD SHEATHING OVER STRUCTURAL TJIs

NOTES: 1. INSTALL PUMP PER INSTALLATION INSTRUCTIONS. 2. PUMP CAN BE INSTALLED LEFT OR RIGHT HAND SIDE OF FAN COIL UNIT. 3. FEED BOTH POWER CABLE AND DISCHARGE UP THRU FAN COIL OUTLET HOLE. 4. 1/4" CLEAR TUBING SHALL BE USED FOR ENTIRE RUN OF CONDENSATE DRAIN PIPING. DO NOT INSTALL 3/8" TUBING. 5. SLIDE COVER OVER PUMP AFTER INSTALLATION COMPLETE.

SEAL

MICROHOLD

2-LAYERS OF 5-8" GYP. 24 GA. GSM WITHIN CURB COUNTER BD. FLASHING

THYBAR EQUIPMENT MOUNTING SUPPORT #TEMS2, 12" HIGH, 18 GAUGE GALV. STEEL SHELL, BASE PLATE AND COUNTERFLASHING, WITH NAILER, ALL WELDED CONSTRUCTION (2 PER UNIT).

SECURE PUMP TO WALL WITH (3)#10 WOOD SCREWS

11.3"

PROFILE VIEW

SECURE CURB TO STRUCTURAL BLOCKING W/ 1/2"ø BOLT AT 32" O.C. 14 GA, 6" WIDEMAX, MANUFACTURED MIN (1) PER BLOCK BELOW

ROOF

WELD AT JOINTS PER SINGLE-PLY MANUFACTURER REQUIREMENTS

PUMP FILTER INLET

14 GA HOLD DOWN

2x WOOD NAILER

3/8"Øx3" EMBED LAG SCREWS (MIN. 2 PER SIDE)

PUMP COLLECTION TRAY

2.4"

ANCHORING CLIP

EQUIPMENT LEG LAG SCREW WITH WASHER

SINGLE-PLY ROOFING UP CURB AND UNDER FLASHING CAP

FAN COIL UNIT DRAIN

PUMP

LOCATION 15/16", TYP. (12) TOTAL PER

ATTACH TO UNIT W/ 2" THICK RIGID (4) #10 x 1/2" SM INSULATION TEK SCREWS

3/8"Øx1-1/2" MIN. EMBED S.S.LAG SCREW AT EACH MOUNTING HOLE (TYP OF 4 PLACES)

5/16"ISOLATOR PAD (ONE EACH LEG)

1-3/8", TYP.(4) PER ANCHORING #12 SMS

NEOPRENE GASKET AC UNIT BASE RAIL16 GA STRAP DETAIL

SEAL WEATHER RIGHT W/ A UV RESISTANT SEALANT

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

AC-1MOUNTING DETAIL (RIGID CURB) AC-1 DETAIL xM-501 NONE 1 3 1 M-501

ACCU ON ROOF NONE

M-501

APPLIES TO UNITS: RH-1 THRU RH-5

NONE

APPLIES TO UNITS: DOAS-1

ISSUED

MARK 1/4" NEOPRENE RUBBER PAD

2" MAX SCHEDULE 40 BLACK STEEL PIPING OR COPPER TYPE "M"

SECURE FAN TO WOOD NAILER W/ 1/4"ø LAG BOLTS 12" O.C. MIN. 2 PER SIDE

PIPE CLAMP, LOOSE FIT

4" MAX

TRAFFIC PAD. EXTEND 8" MINIMUM ALL AROUND SLEEPER. SECURE TO ROOF WITH ROOFING CEMENT

1/2"

20 GA. G.I. FLASHING (OVERLAP ROOFING MIN 4")

1-1/2" TYP.

CANT STRIP

CURB FLANGE TO BLOCKING W/ 3/8"ø LAG SCREWS (3" EMBED) INTO BLOCKING TYP. (4) SCREWS PER SIDE.

FLASHING 4x4 BLOCKING W/ "SIMPSON" A34 EACH SIDE, EACH END

ROOF

METAL STRAP DETAIL DOAS-1

ROOFING

MANAGEMENT 3/8"x1" PVC GASKET

4D MIN NOTE: SUPPORTS TO BE PLACED AT A MAXIMUM SPACING OF 8'-0" ON CENTERS.

16 GA

4D MIN NOTE: FOR ALL FLASHING AND ROOFING SEE ARCHITECTURAL PLANS

SHEATHING DUCT

SPRING EQUAL TO MASON

DOAS UNIT 2" DEFLECTION WEST AC UNIT SPRING OPA-0468

NEOPRENE GASKET ALL AROUND

14 GA

TYPICAL PIPE SUPPORT ON ROOF NONE

5 M-501

RELIEF HOOD ON ROOF

2" THICK RIGID ATTACH TO UNIT W/ INSULATION

(4) #10 x 1/2" SM TEK SCREWS 2-LAYERS OF 5-8" GYP.

NONE

16 GA 2" THICK RIGID INSULATION

BD. WITHIN CURB

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

ATTACHMENT OF UNIT 6" TO ISOLATED SPRING CURB (4) #10 SELF TAPPING SMS, TOP & BOTTOM AT EACH CORNER (SEE SHEET METAL STRAP DETAIL ABOVE) CORNER SNUBBER

AGENCY

15/16", TYP. NEOPRENE WEATHER SEAL 14 GA HOLD DOWN SECURE CURB TO STRUCTURAL BLOCKING W/ 1/2"ø BOLT AT 32" O.C. 14 GA, 6" WIDE MANUFACTURED MAX, MIN (1) PER BLOCK BELOW

MICROHOLD

24 GA. GSM COUNTER FLASHING

APPLIES TO UNITS: FC-1

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

REMOVABLE SHEET METAL COVER 1-3/8", TYP.

NEOPRENE GASKET DOAS UNIT BASE RAIL AC UNIT BASE RAIL

M-501

CANT STRIP ATTACH HOLD DOWN TO CURB W/ (4) #10x1/2" TEK SCREWS FINISHED ROOFING

METAL FLASHING, PVC COATED

RIGID INSULATION/STIFFENER

CANT STRIP

PREFAB CURB W/ NAILER - FURNISHED BY UNIT MFR.

CEILING ROOF

WOOD BLOC 2-LAYERS OF 5-8" GYP. 2" THICK RIGID AROUND BD. WITHIN CURB UN WOODINSULATION BLOCKINGUNIT. AROUND UNIT TO LEVEL 2" THICK RIGID OF 5-8" GYP. UNIT. 2-LAYERS INSULATION BD. WITHIN CURB

10" MINIMUM

4x6 BLOCKING W/ A35 EACH SIDE, EACH END. CENTER BLOCKING ON BOLT FOR CURB ATTACHMENT

1-1/2" MIN, TYP

MOUNTING BRACKET (BY UNIT MFR.)

(2) 4" x 4" BLOCKING w/ SIMPSON A35 TOP & BOTTOM EA. END.

1-1/2" MIN.

SECURE LEVELING RAIL TO STRUCTURAL BLOCKING BELOW W/ 3/8"ø LAG SCREWS W/ 3" EMBED AT 32" O.C.

TITLE 1/2" THRU BOLT @ 32" O.C. (MIN 3 PER SIDE) - NUT WASHERS TOP AND BOTTOM , CENTERED WOOD BLOCKING AROUND UNIT ON BLOCKING NOTES: TO LEVEL UNIT 1. CURB EQUAL MASON WEST ISC 2" SPRING - SPRING OPA #0468 4x6DEFLECTION BLOCKING WITH A35 EACH 2. 2 SPRING WINDOWS PER SIDE. APPROXIMATE CURB WEIGHT = 320 SIDE, EACH END. CENTER LBS 3. ENTIRE SPRING CURB RAIL SYSTEM & A.C. CURB TOON BEBOLT INSTALLED PER MFRS. BLOCKING FOR CURB NOTES: 1. (3) HOLDRECOMMENDATIONS. DOWNS PER LONG SIDE - (6) TOTAL ATTACHMENT

(4) 3/8"ø x 3" LAG SCREW, INTO MFR MOUNTING BOARD (1 PER CORNER IN MFR PROVIDED HOLES) FC

DETAILS

+6'-8" AFF MIN. WOOD STUD WALL 5/15/2019 9:20:19 AM

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

5-1/2"

SLOPED PREFAB METAL CURB WITH WOOD NAILER & INSULATION "B-LINE" DURA-BLOK SUPPORT, 6" HIGH MINIMUM, WITH INTEGRATED 1/2" - 13 ELECTRO ZINC ALL THREADED ROD RISERS AND GALVANIZED SLOTTED CHANNEL - 1" HIGH

DATE 01/04/2019 05/17/2019

6 M-501

WALL MOUNTED FAN COIL NONE

SHEET

2 M-501

DOAS-1 MOUNTING DETAIL NONE

M-501

017294 LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123 SEE UPPER SUPPORT DETAIL 2/M-502 FOR ATTACHMENT INFORMATION

2" MIN.

1 5/8" FRAMING CHANNEL

PIPES SHALL BE < 1" DIA (HAZARDOUS PIPING) OR < 3" DIA (NON HAZARDOUS PIPING) TO OMIT SEISMIC BRACING OR PIPES SUPPORT LENGTH SHALL BE LESS SHALL BE < 1" DIAMETER TO THAN < 12" FROM BRACING STRUCTURE ABOVE. OMIT SEISMIC AS SHOWN

1-1/2"

1-1/2" 5"

3/8"Ø THREADED ROD. PROVIDE WITH ROD STIFFENERS FOR LENGTHS GREATER THAN 24"

MULTIPLE PIPING SUPPORT 1 5/8" FRAMING INSULATION NOTES: CHANNEL 1. PROVIDE PIPE SUPPORT AT ALL CHANGES IN DIRECTION. 2. HORIZONTAL PIPE SUPPORT SHALL BE SPACED MAX. 8'-0" O.C. 3. MAXIMUM UNIFORM LOAD: <10 LBS./FT. MULTIPLE/SEISMIC SUPPORT SINGLE PIPE NOTES: 4. PROVIDE SUPPORT PER CPC TABLE 313.6 1. PROVIDE AT SYSTEMS ALL CHANGES DIRECTION. 5. THIS DETAIL SHALL BEPIPE USEDSUPPORT FOR PIPING THAT IN ARE EXEMPT FROM DESIGN OF SEISMIC FORCES AS NOTED IN 2016NOTES: NOTES: 2. HORIZONTAL PIPE SUPPORT SPACED MAX. 8'-0" O.C. CBC 1616A.1.26, ASCE 7, SEC 16.6.8.3. ONE SHALL OF THEBE BELOW REQUIREMENTS MUST BE IN PLACE FOR THIS DETAIL TO BE USED:1. PROVIDE SUPPORT PER 2016 CPC TABLE 313.6 1. PROVIDE SUPPORT PER 2016 CPC TABLE 313.6 3. ROD MAXIMUM UNIFORM LOAD:TO 30 12" LBS./FT. A. HANGER IS LESS THAN OR EQUAL BETWEEN UNISTRUT AND SUPPORT ABOVE OR 2. MAXIMUM SPACING ON PIPE 6'-0" 2. MAXIMUM SPACING ON PIPE 6'-0" 4. TRAPEZE IF TRAPEZE CONTAINS GAS PIPING & TOTAL SUPPORTED EXCEEDS LBS./FT, THEN B. PIPES ON ARE NON-HAZARDOUS SYSTEMS AND LESS THAN ORLOAD EQUAL TO 3" DIA10 AND/OR PIPES ON TRAPEZE ARE 3. THE PIPES SHALL BE AT LEAST 6" CLEAR OF ANY OTHER STRUCTURAL NON-STRUCTURAL COMPONENTS. 3. THE PIPES SHALL BE AT LEASTOR 6" CLEAR OF ANY OTHER CBC 1616A.1.26. HAZARDOUSTRAPEZE SYSTEMSREQUIRES AND LESS SEISMIC THAN OR SUPPORT EQUAL TO PER 1" DIA. 4. CBC 2016 SECTION 1616.10.19 ASCE 7, SECTION 13.6.8.3OR ALLOWS AN EXCEPTION WHICH STATES PIPING SIZES 1 INCH OR STRUCTURAL NON-STRUCTURAL COMPONENTS. 5. PROVIDE SUPPORT PER CPC TABLE 313.6 LESS ARE EXEMPT FROM SEISMIC REQUIREMENTS.

(2) 1/2"Ø x 4 1/2"Ø LONG THRU BOLT

2"x2"x3/16" ANGLE 6" LONG CLIP 8"

FRONT VIEW

CONSULTANT 4x6 BLOCKING SECURED BETWEEN STRUCTURAL MEMBERS WITH SIMPSON A35 EACH SIDE, EACH END.

ROOF

PETERS

engineering

1 1/8"

3" MIN

DOUBLE NUT WITH LOCK WASHER

TJI, SEE STRUCTURAL DRAWINGS

(4)-3/8"Ø HANGER ROD

NONE SEE 9/M-502 FOR HANGER ROD STIFFENER REQUIREMENTS

MASON IND. N.Y. SCB-1

1 MOUNTING BRACKET (TYP.)

EXHAUST FAN / FAN COIL

M-502

770 DIAMOND AVE. RED BLUFF, CA 96080

CLIENT FLEXIBLE FIBROUS DUCT. SEE SPECS

3 DIAMETERS SEE NOTE 2.

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

APPLIES TO UNITS: FC-Z01 THRU FC-Z10, BSB-1, BSB-2, AND EF-1

EXHAUST FAN / FAN COIL DETAIL

1 12 GA SAFETY WIRE. SEE DETAIL 2/M-502

3. FLEXIBLE AIR DUCTS AND CONNECTORS SHALL BE NOT MORE THAN 5 FEET IN LENGTH AND SHALL NOT BE USED IN LIEU OF RIGID ELBOWS OR FITTINGS PER CMC 603.4.1.

NONE

TEHAMA CENTER STUDENT SERVICE

PLAN VIEW

SHEET METAL SCREWS, TYP.

2. IF A MINIMUM 3 DUCT DIAMETERS OF STRAIGHT RUN IS NOT AVAILABLE ABOVE REGISTER USE PLENUM ABOVE REGISTER.

MECHANICAL ROD STIFFENER

PROJECT

NOTES: 1. SUPPORT BRANCH SELECTOR BOX SIMILAR TO EXHAUST FAN/ FAN COIL AS SHOWN. SPRING ISOLATORS MAY BE OMITTED FOR BRANCH SELECTOR BOX.

1. PEEL BACK JACKET AND SECURE TO PLENUM COLLAR. USE A MIN. OF (3) SHEET METAL SCREWS AND (2) FULL WRAPS OF DUCT TAPE. PULL BACK JACKET AND APPLY (2) FULL WRAPS OF DUCT TAPE. ALTERNATE METHOD: BANDING DEVICE OR PANDUIT STRAP, IN LIEU OF SHEET METAL SCREWS.

1818 2525

F.C.

REFRIGERANT GAS / LIQUID LINES (FAN COILS ONLY)

NOTES:

TYPEUCC UCCWITH WITHSTEEL STEELSTRUT STRUTASSEMBLY ASSEMBLYRATINGS RATINGS(ASD) (ASD) TYPE MAXIMUM MAXIMUM STRUT MAX MAXIMUM ROD STRUT MAX MAXIMUM ROD STIFFENER UCC UNBRACED STIFFENER UCC UNBRACED SIZE SIZE LENGTH SPACING LENGTH SPACING LENGTH (INCHES) LENGTH (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES) (INCHES)

3/32"ø PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7x19 STRAND CORE.

CONDENSATE DRAIN CONNECTION. (FAN COILS ONLY)

GSM DUCT ELBOW

1-1/4"

MASONIND. IND.N.Y. N.Y.UCC UCCSEISMIC SEISMICROD RODCLAMP CLAMP MASON

2818 3825

O F CA L

N I F OR

GSM DUCT ELBOW

156 156 156 156

CH AN I CA

1±0.1

F.C.

3/8" 3/8" 1/2" 1/2"

SEAL

1-3/16" 1-3/16"

1-5/16" 1-5/16"

(2) 5/8"ø BOLTS AND NUTS EACH SIDE

EQUIPMENT

1-1/4"

M31176 EXP. 12/31/19

(2) 5/8"ø BOLTS AND NUTS EACH SIDE

1" MIN

R. T I C HE

3/32"ø PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7x19 STRAND CORE. ( 1 PER CORNER)

1±0.1

2" MAX (TOP AND BOTTOM)

PRO F E S S I ONA L

SPRING HANGER VIBRATION ISOLATOR (TYP.4) - EQUAL TO MASON RW30N

THREADEDROD ROD THREADED

1/2"x1-1/2" x 13 x 13 UNC LOCKING 1/2"x1-1/2" UNCBOLT LOCKING TORQUED TO 10 FT-LBS BOLT TORQUED TO 10 FT-LBS

consulting mechanical and electrical engineers

SECURE WITH 3/8"ø LAG SCREW, 3" EMBED (TYPICAL OF ALL SEISMIC BRACING ON AIRCRAFT CABLE)

3" MIN

PIPE HANGER DETAIL

1-5/8"x1-5/8"x12GA GA 1-5/8"x1-5/8"x12 SINGLESTRUT STRUT SINGLE STIFFENER STIFFENER

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

I N E ER

M-502

4x8 BLOCKING SECURED TO I-JOIST W/ WEB STIFFENER WITH SIMPSON A35, EACH SIDE, EACH END. SEE STRUCTURAL DRAWINGS FOR WEB STIFFENER, TYPICAL.

R NO

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

REG I S T

HHS/R PIPING WITH INSULATION SPACER

07/03/2019

DATE:

1-1/8"

✔

12" MAX

3/8"Ø THREADED ROD. PROVIDE WITH ROD STIFFENERS FOR LENGTHS GREATER THAN 24"

PIPE CLAMP

ACS

✔

3/8"ø HANGER ROD WITH (2) NUTS AT BOTTOM ENDS. LENGTH LESS THAN 12".

SEE DETAIL 2/M-502 FOR UPPER ATTACHMENT CONDITIONS. (TYP)

REFRIGERANT PIPING WITH INSULATION SPACER

FLS

2" MIN. SEE DETAIL 2/M-502 FOR UPPER ATTACHMENT CONDITIONS. (TYP)

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

3/32"Ø 12 GA PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7x19 STRAND CORE @ 45°. 20 FT MAX LENGTH PIPE CLAMP

REVIEWED FOR ✔

0 1/4" 1/2"

SEE DETAIL 2/M-502 FOR UPPER ATTACHMENT CONDITIONS. (TYP)

INC:

M-502

NONE

ISSUED

4. FOR CONFINED SPACES, USE PLENUM BOX ABOVE DIFFUSER. SEE DETAIL B BELOW. T-BAR CEILING

20" GA. SHT. MTL. STRAP @ 10'-0" O.C. MIN. 1-1/2" WIDE PER SMACNA STDS. SEE DETAIL 2/M-502

UNCONFINED SPACE

FLEX DUCT SAME SIZE AS HARD DUCT AND DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. FLEX DUCT, MAX. LENGTH: 5 FEET. SEAL AIR-TIGHT AT PLENUM COLLAR AND AT SPIN-IN PER SPEC'S AND 1/2" MIN. WIDTH DRAW BANDS ON COMPRESSION ENDS.

MARK

SURFACE MOUNTED DIFFUSER SUPPLY AIR DIFFUSER.

TRANSERSE BRACING SERVING AS LONGITDINAL BRACING AT END OF DUCT RUN.

1-1/2" WIDE DUCT STRAP (EACH CORNER, 4 TOTAL). SEE DETAIL 2/M-502 FOR UPPER ATTACHMENT PLENUM COLLAR

ATTACH TO STRUCTURE PER 1/M-502

5" MIN. TYP, ALL ATTACHMENTS

SECURE STRAP TO STIFFENERS WITH (2) 1/4"ø x 3" SIMPSON SDS SCREW

1" TYP.

PLAN VIEW

V.D. SQUARE INSULATED DIFFUSER PLENUM 2" LARGER THAN DIFFUSER COLLAR & DUCT COLLAR

SECURE AIRCRAFT CABLE TO BENT PLATE W/ (2) 5/8" BOLTS AND NUTS, EACH SIDE

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

M-502

CONFINED SPACE

FINISHED CEILING

DIFFUSER INSTALLATION DETAIL

5" MIN. TYP ALL ATTACHMENTS

3/8" CLOSED EYE-BOLT THRU ROOF JOIST WITH (TYP. OF NUT & WASHER (TYP. 4) OF 4) TYPICAL 12 GA SAFETY WIRE WIRE @ 45° @ (4 45° TIGHT TURNS IN 1.5") STRUCTURAL FRAMING MEMBER

NOTE: 1. SUPPORT DUCT WITH TRANSVERSE SUPPORTS EACH END OF DUCT RUN PER OPM-0043-13. TRANSVERSE SUPPORTS EVERY 30'-0" O.C. AND LONGITUDINAL SUPPORTS EVERY 60'-0" O.C. LONGITUDINAL SUPPORT MAY BE OMITTED WHERE TRANSVERSE SUPPORTS ARE WITHIN THE MAXIMUM OFFSET LENGTH AT 90° TURNS. 2. AIRCRAFT CABLE BRACING MAY BE OMITTED WHEN DUCTWORK IS SECURED WITHIN 12" OF SUPPORT STRUCTURE. 3. CONTRACTOR SHALL PROVIDE A SHOP DRAWING SHOW BRACING LAYOUT COORDINATING WITH ALL DISCIPLINES.

NONE

1-1/2"x4"x1/4" BENT PLATE WITH (2) 7/16"ø HOLES, TYP

3/32"ø PRESTRETCHED 1± 0.1 GALVANIZED 1 AIRCRAFT CABLE 7x19 STARND CORE, TYP. #10 X 1 1/4" SHT. MTL. SCREWS. TYP. OF (2) PER SIDE (3" PER FROM EA. END)

M-502

RECTANGULAR DUCT SUPPORT NONE

SECURE ALL-THREAD TO ANGLE ABOVE WITH DOUBLE NUTS AND WASHER (NUT ALSO AT BOTTOM), TYPICAL.

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

TYPICAL 3/8"ø HANGER ROD

M-502

AGENCY

UPPER ATTACHMENT DETAIL NONE

SEE DETAIL 2/M-502 FOR UPPER ATTACHMENT CONDITIONS. (TYP) 3/8"Ø HANGER ROD 8'-0" O.C. ATTACH PER 2/M-502.

SUPPORT @ 8'-0" O.C. WOOD STUD WALL N-205 ANGLE SPRING HANGER VIBRATION ISOLATOR (TYP.4) - EQUAL TO MASON RW30N

SEE 9/M-502 FOR HANGER ROD STIFFENER REQUIREMENTS

1± 0.1 1

MOUNTING BRACKET (TYP)

FC Z##

3/32"ø PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7x19 STRAND CORE. SEE 2/M-502 1/M-502 FOR UPPER ATTACHMENT

#10 SMS THRU ANGLE INTO DUCT AT 8" O.C.

2x2x1/4" ANGLE IRON C749, TYP W/ BOLT & NUT A100

SECURE RODS TO BRACKET WITH 3/8"Ø NUTS AND LOCKWASHERS

MASON IND. N.Y. SCH-1 W/ (2) 5/8 BOLT AND NUTS, EACH CORNER (4 TOTAL)

CEILING CASSETTE FAN COIL

CEILING WHERE NOTED ON ARCH DRAWINGS

1±0.1 1 EQUIPMENT

APPLIES TO: FC-Z11 THRU FC-Z18 MAX WEIGHT = 35 LBS

8 M-502

FAN COIL CASSETTE SUPPORT NONE

3/32"ø PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7x19 STRAND CORE @ 45°, TYP. SEE 1/M-502 2/M-502

TRANSVERSE BRACING SERVING AS LONGITDINAL BRACING AT END OF DUCT RUN.

3/32"Ø 12GA PRESTRETCHED GALVANIZED AIRCRAFT CABLE 7x19 STRAND CORE @ 45°. SEE 1/M-502, TYP.

ROUND DUCT

NOTE: MODEL NUMBER DESIGNATIONS ARE SUPERSTRUT.

5/15/2019 9:20:20 AM

TYPICAL 1-1/2" WIDE DUCT STRAP

NOTES: 1. SEE MORE INFORMATION IN SPECIFICATION 23 05 30 (INCLUDING DUCT STRAP GAUGE SIZE) 2. SEE DETAIL 1/M-502 2/M-502 FOR AIRCRAFT CABLE UPPER ATTACHMENT

3/8"Øx3" LAG SCREW THRU WOOD FRAMING MEMBER

BRACKET, 1" WIDEx1/8" WITH (2) 45° BENDS "ELCEN" No. 207P BRIDGE CLEVIS SECURE STRAP TO CLEVIS WITH 1/4"Øx1" BOLT, WASHER AND NUT

TITLE

DETAILS PLAN VIEW

S.M. STRAP AROUND DUCT

SUPERSTRUT A120 CHANNEL BRACE AB-227 BENT STEEL FITTING

SHEET

PLAN VIEW

5 M-502

DUCT SUPPORT ON WALL NONE

3 M-502

ROUND DUCT SUPPORT NONE

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

SECURE 1/8"Lx2x2x6"LONG TO WEB STIFFENERS WITH 3" SIMPSON (2) 1/4"ø xTHRU BOLTS &SDS NUTS, SCREW BOLTS & NUTS, TYP. TYP.

FINISHED ROOF

SUSPEND FROM ABOVE #12 SMS EACH CORNER 12 GA SLACK SAFETY WIRE (TYP. OF 2) MOUNT DIAGONALLY. SEE 2/M-502 FOR SPLAY DETAIL

DATE 01/04/2019 05/17/2019

M-502

017294 LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

POWER TO UNIT BY DIVISION 26

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

OUTSIDE CONDENSING UNIT

G OSA

FILTERS

ACS

✔

07/03/2019

DATE:

PWR BY DIV 26

FLS

✔

PWR BY DIV 26

DSD

EMS STAINLESS STEEL TEMP SENSOR

SET TO MAINTAIN 80°F (ADJ)

BAC

UNIT FAULT

BACNET INTERFACE

DDC CONTROLLER

NOTES: 1. AN ALARM SHALL BE GENERATED ON THE EMS WHEN THE THE TEMPERATURE RISES ABOVE 85 DEGREES.

TEMP

NAC

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com AI

CONSULTANT

TEMP SET POINT AI

120VAC TO 24VAC TRANSFORMER

OVER RIDE DI

120 VAC

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

ROOM TEMP

BACnet MS/TP

PETERS

engineering

CO2 LEVEL AI

consulting mechanical and electrical engineers

M-601

NONE

AC-1 CONTROLS

REG I S T

NONE

M31176 EXP. 12/31/19

CH AN I CA

O F CA L

N I F OR

AI POWER TO UNIT BY DIVISION 26

SCHEDULING THE ROOF TOP PACKAGE AC UNIT, DOAS UNIT, AND ASSOCIATED EF’S SHALL OPERATE IN ACCORDANCE WITH A PRE-PROGRAMMED OPERATIONAL SCHEDULE. THE BMS, VIA THE INTERNAL TIME CLOCK OR OPTIMUM START PROGRAM, SHALL ENABLE SYSTEMS IN THE WARM UP, PRE-COOL, AND OCCUPIED MODES. ACCESS TO THE SYSTEM SHALL BE VIA THE EXISTING JOHNSON CONTROLS FACILITY MANAGERS WORK STATION. THE OWNER SHALL PROVIDE AN ETHERNET TCP/IP CONNECTION TO THE NAE CONTROL PANEL.

SEAL

OSA X

SAFETY CONTROLS THE SUPPLY AIR FANS SHALL SHUT DOWN IF SMOKE IS SENSED BY THE SUPPLY AIR DUCT SMOKE DETECTOR FOR UNITS WITH CFM GREATER THAN 2,000.

FILTERS

DSD SF

120VAC TO 24VAC TRANSFORMER

EXHAUST FANS EF-1 SHALL ENERGIZE WITH PROGRAMMED SCHEDULE TO MATCH THEIR PERSPECTIVE HEATING AND COOLING UNITS.

PROJECT

770 DIAMOND AVE. RED BLUFF, CA 96080

CLIENT BACnet MS/TP

M-601

TEHAMA CENTER STUDENT SERVICE

FEC

120 VAC

PWR BY DIV 26

BAC BACNET INTERFACE

DDC CONTROLLER

DI UNIT FAULT

DO DO FIRST STAGE COOL

DOAS - 1 THE DOAS UNIT SHALL ACTIVATE WHEN FC-Z01 THROUGH FC-Z18 ACTIVATE, AND OUTSIDE AIR IS REQUIRED. THE SUPPLY FAN SHALL TRACK FAN SPEED BASED ON THE CO2 SENSORS IN HIGH DENSITY SPACES (CONF ROOMS, LOBBIES, ETC.). ON CALL FOR COOLING, THE DOAS PACKAGED COOLING CONTROLS WILL BE ENABLED TO MAINTAIN THE SUMMER TIME SUPPLY AIR TEMPERATURE OF 78°F (ADJ). ON CALL FOR HEATING, THE DDC CONTROLLER SHALL CYCLE STAGES OF GAS HEATING TO MAINTAIN A WINTER SUPPLY AIR TEMPERATURE OF 70° (ADJ.)

STAGE 1 HEAT

SF CURRENT

AC - 1 ON FIRST CALL FOR COOLING THE JOHNSON CONTROLLER SHALL ENABLE THE AC UNITS PACKAGED FREE COOLING ECONOMIZER CONTROLS TO MAINTAIN ROOM TEMPERATURE AS SET. ON FURTHER CALL FOR COOLING THE DDC CONTROLLER ENABLE COOLING STAGES 2 AND 3 TO ENABLE THE AC UNIT’S VARIABLE AND CONSTANT SPEED COMPRESSORS MAINTAIN ROOM TEMPERATURE AS SET. ON CALL FOR HEATING THE DDC CONTROLLER SHALL CYCLE STAGES OF GAS HEATING TO MAINTAIN ROOM TEMPERATURE AS SET (SUMMER 78°F, WINTER 68°F, ADJUSTABLE).

START/STOP

R. T I C HE

I N E ER

M-601

SPLIT SYSTEM CONTROLS

PRO F E S S I ONA L

R NO

CARBON DIOXIDE

MFR'S WIRED T-STAT

SECOND STAGE COOL

DO DO FIRST STAGE COOL

DO DO ECONOMIZER ENABLE

OUTLET

STAGE 2 HEAT

INLET

STAGE 1 HEAT

SF CURRENT

START/STOP

FAN COIL

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

DOAS-1 CONTROLS NONE

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

CURRENT SW DI DO

START/STOP DO DI

MANAGEMENT

INTERLOCK EF-1 WITH PACKAGED ROOFTOP UNIT AC-1.

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

120 VAC

AGENCY

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

M-601

EF-1 CONTROLS NONE

120V POWER TO PANEL BY DIVISION 26

ETHERNET TCP/IP INTERNET CABLE BY OWNER COMMUNICATION IS VIA THE EXISTING JOHNSON CONTROLS HOST. LOCATE ROUTER IN STORAGE ROOM 120 WITH DATA DROP. CALL KENT FLOWERS AT SHASTA CONTROLS AT 530-510-5341 FOR PRICING.

NAC

FEC

BACNET

VRF BAC NET INTERFACE

VRF PNL

TITLE

TO OTHER FEC'S AS REQUIRED BACnet MS/TP

MECHANICAL CONTROLS

5/15/2019 9:20:20 AM

SHEET

4 M-601

SYSTEM ARCHITECTURE LAYOUT NONE

M-601

017294 LIONAKIS 2017

A METHOD OF PROCEDURE (MOP) IS MANDATORY AND SHALL BE PROVIDED FOR THIS JOB. WORK SHALL NOT BE STARTED WITHOUT AN APPROVED/SIGNED MOP.

ALL WORK SHALL BE DONE AT SUCH TIME AND IN SUCH MANNER AS PRESCRIBED BY DISTRICT.

PROTECT EXISTING EQUIPMENT AND FURNISHINGS FROM ANY DAMAGE DUE TO DUST, MOISTURE OR CONTACT WITH WORK CREW OR MATERIALS.

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

A. B.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTE

14. SEAL CONDUIT OPENINGS THROUGH WALLS AND CEILINGS. INSTALL ESCUTCHEON PLATES AT BUILDING INTERIOR. WHERE EQUIPMENT IS INSTALLED ON THE EXTERIOR WALL, STUB CONDUITS THROUGH WALL AND SEAL CONDUIT OPENINGS, THEN INSTALL EXTERIOR EQUIPMENT. ALSO, SEAL AROUND THE PERIMETER EDGE OF THE EQUIPMENT ENCLOSURE BETWEEN THE ENCLOSURE AND BUILDING.

OPTION 2: SHALL COMPLY WITH THE APPLICABLE OSHPD PRE-APPROVAL (OPM #) #____________.

OPTION 3: SHALL COMPLY WITH THE SMACNA SEISMIC RESTRAINT MANUAL, OSHPD EDITION (2009), INCLUDING ANY ADDENDA. FASTENERS AND OTHER ATTACHMENTS NOT SPECIFICALLY IDENTIFIED IN THE SMACNA SEISMIC RESTRAINT MANUAL, OSHPD EDITION, ARE DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS. THE DETAILS SHALL ACCOUNT FOR THE APPLICABLE SEISMIC HAZARD LEVEL ___ AND CONNECTION LEVEL ___ FOR THE PROJECT AND CONDITIONS.

15. CONDUITS INSTALLED ON ROOF AND BUILDING EXTERIOR SHALL BE RIGID GALV. STEEL (HEAVY WALL) WITH THREADED FITTINGS. CONDUIT AND WALL TO BE PAINTED OUT TO MATCH EXTERIOR FINISH. 16. SPLICES AND TERMINALS SHALL BE COMPRESSION TYPE OF SEAMLESS PURE COPPER, TIN PLATED, LONG BARREL (TERMINALS WITH TWO-HOLE PAD AND INSPECTION WINDOW WITH NEMA DRILLING), AS MANUFACTURED BY BURNDY TYPE YS, YAZ-2N OR EQUAL. CLEAN ALL SURFACES AND INSTALL WITH OXIDE INHIBITING COMPOUND, BURNDY PENETROX-E OR EQUAL. APPLY COMPOUND BETWEEN BUS AND LUG PAD AND BETWEEN CONDUCTOR AND LUG BARREL. INSTALL COMPRESSION CONNECTORS WITH 360° CIRCUMFERENTIAL COMPRESSION DYE, BURNDY HYPRESS OR EQUAL. THE INDENTER OR OTHER TYPE TOOLS WILL NOT BE ACCEPTABLE.

LIGHTING FIXTURE SCHEDULE

MODEL

FIXTURE LAMP WATTS MOUNTING

A AE

LITHONIA LITHONIA

2AVL4-40L-MDR-MVOLT-EZ1-LP840-N80 2AVL4-40L-MDR-MVOLT-EZ1-LP840-N80-E10WLCP

LED LED

48 VA 48 VA

B BE

LITHONIA LITHONIA

2AVL2-20L-MDR-MVOLT-EZ1-LP840-N80 2AVL2-20L-MDR-MVOLT-EZ1-LP840-N80-E10WLCP

LED LED

24 VA 24 VA

C D E E5 E8 EE F FE G H X X1

LITHONIA LBL4-4000LM-80CRI-40K-MIN10-GZT-MVOLT LITHONIA WL4-30L-MVOLT-EZ1-LP840-N80 PEERLESS BRM9L-LLP-4FT-MSL4-80CRI-40K-1D800LMF-10/90-D ARK-ZT-120-SCT PEERLESS BRM9L-LLP-20FT-MSL8-80CRI-40K-1D800LMF-10/90DARK-ZT-120-SCT PEERLESS BRM9L-LLP-32FT-MSL8-80CRI-40K-1D800LMF-10/90DARK-ZT-120-SCT PEERLESS BRM9L-LLP-4FT-MSL4-80CRI-40K-1D800LMF-10/90-D ARK-ZT-120-SCT-E10WLCP LIGMAN UTA-95351-30W-M-W4-120-01-F-RPS-24"-DIM-A90421 LIGMAN UTA-95351-30W-M-W4-120-01-F-RPS-24"-DIM-A90421 -EMG LIGMAN UMV-30052-2X20WLED-M-M-W40-01-120/277V LUMINAIRE SWP610-15W-4000K-120/277-OP-BLK LITHONIA TLE-1-R-120-ELN LITHONIA TLE-1-R-120-ELN

LED LED LED

32 VA 28 VA 29 VA

LED

144 VA

LED

230 VA

LED LED LED LED LED LED LED

29 VA 30 VA 30 VA 40 VA 15 VA 5 VA 5 VA

T-BAR T-BAR

CLEAN ALL EXTERIOR AND INTERIOR SURFACES OF PANELS AND ALL MATERIAL AND METAL SHAVINGS FROM PANEL AND CABINET INTERIORS. ALL OPENINGS SHALL BE SEALED AND APPLY TOUCH-UP SPRAY PAINT WHERE NEEDED.

13. SUPPORT ENCLOSURES, BOXES AND CONDUIT INSTALLATIONS PER CEC 314.23 (A) THROUGH (H).

OPTION 1: DETAILED ON THE APPROVED DRAWINGS WITH PROJECT SPECIFIC NOTES AND DETAILS

LABEL DEVICES (I.E. RECEPTACLES, ETC.) ON EACH COVER PLATE IDENTIFYING CIRCUIT AND PANEL DEVICE IS CONNECTED TO.

12. INSTALLATION SHALL COMPLY WITH CEC 210.4 - EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. THEREFORE ANY CIRCUIT SHARING A COMMON NEUTRAL SHALL BE CAPABLE OF SIMULTANEOUS DISCONNECT OR DEDICATED NEUTRALS SHALL BE INSTALLED.

MECHANICAL PIPING (MP), MECHANICAL DUCTS (MD), PLUMBING PIING (PP), ELECTRICAL DISTRIBUTION SYSTEMS (E): PP

ALL CONDUCTORS INSTALLED IN PANELBOARDS SHALL BE TRAINED, LACED, AND INSTALLED WITH PHASE TAPE ON ALL CONDUCTORS.

11. CONTRACTOR WILL PROVIDE ARC FLASH LABELS FOR ELECTRICAL POWER PANELS INCLUDED IN THE PROJECT SCOPE IN ACCORDANCE WITH NFPA 70E AND SPECIFICATION SECTION 26 05 73 'OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY'. THE ARC-FLASH LABELS MESSAGE OR CONTENT SHALL BE PROVIDED BY THE CONTRACTOR.

THE METHOD OF SHOWING BRACING AND ATTACHMENTS TO THE STRUCTURE FOR THE IDENTIFIED DISTRIBUTION SYSTEM ARE AS NOTED BELOW. WHEN BRACING AND ATTACHMENTS ARE BASED ON A PREAPPROVED INSTALLATION GUIDE (E.G., SMACNA OR OSHPD OPM), COPIES OF THE BRACING SYSTEM INSTALLATION GUIDE OR MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF AND DURING THE HANGING AND BRACING OF THE DISTRIBUTION SYSTEMS. THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.

CORE BORE SHALL BE 1" DIAMETER LARGER THAN EACH CONDUIT. SPACE CONDUIT HOLES 3" APART. SEAL AROUND CONDUIT WITH NON-SHRINK, NON-METALLIC GROUT.

10. FIELD COORDINATE DEVICE LOCATIONS PRIOR TO ROUGH-IN.

PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.5.6, 13.6.7, 13.6.8, AND 2016 CBC, SECTIONS 1616A.1.24, 1616A.1.25 AND 1616A.1.26.

ADEQUATELY STRAP AND SUPPORT ALL CONDUIT WORK PER CEC. IN GENERAL, SUPPORT ALL CONDUIT WITHIN THREE FEET (3') OF OUTLET BOX, CABINET OR PANEL AND MAXIMUM TEN FEET (10') ON CENTER THEREAFTER.

DESCRIPTION

2'x4' LED DIMMABLE TROFFER 2'x4' LED DIMMABLE TROFFER W/ EM BATTERY T-BAR 2'x2' LED DIMMABLE TROFFER T-BAR 2'x2' LED DIMMABLE TROFFER W/ EM BATTERY SURFACE 4' LED DIMMABLE WRAPAROUND WALL +7'-6" 4' LED DIMMABLE WALL MOUNT LUMINAIRE PENDANT 4' LED DIMMABLE PENDANT +10'-0" AFF PENDANT 20' LED DIMMABLE PENDANT +12'-0" AFF PENDANT 32' LED DIMMABLE PENDANT +12'-0" AFF PENDANT 4' LED DIMMABLE PENDANT W/ EM +10'-0" AFF BATTERY PENDANT 8" DIA BY 18" HIGH LED CYLINDER PENDANT 8" DIA BY 18" HIGH LED CYLINDER W/ EM BATTERY WALL +7'-6" 5" DIA CYLINDER LED UP/DOWN LIGHT WALL +7'-6" LED WALL MOUNT CEILING LED EXIT LIGHT W/ EM BATTERY WALL LED EXIT LIGHT W/ EM BATTERY

WEIGHT (LBS)

DETAIL

35 35

5&6/E-502 5&6/E-502

20 20

5&6/E-502 5&6/E-502

10 10 19

2/E-502 1/E-502 3&4/E-502

3&4/E-502

122

3&4/E-502

19 8 8 10 6 3 3

3&4/E-502 3/E-502 3/E-502 1/E-502 1/E-502 1/E-502 1/E-502

17. INSTALL 'MECHANICALLY FASTENED PHENOLIC NAMEPLATE WITH WHITE LETTERING ON BLACK BACKGROUND ON ALL EQUIPMENT, INCLUDING PULL BOXES, WITH DESCRIPTION INDICATED ON DRAWINGS. NAMEPLATES SHALL READ EXACTLY AS DESCRIBED ON THE DRAWINGS. IN GENERAL NAMEPLATE LETTERING SIZE SHALL BE 3/16" HIGH FOR ALL NAMEPLATES SERVING FEEDER AND BRANCH CIRCUIT BREAKERS. ON MAIN SERVICE PANEL, DISTRIBUTION PANELS AND ALL OTHER NAMEPLATES LETTERING SHALL BE 1/4" HIGH. 17.1. ALL SWITCHBOARDS, SWITCHGEAR, PANELBOARDS, VFD'S, MOTORS, JUNCTION BOXES, PULL BOXES, DISCONNECT SWITCHES, ETC., SHALL BE MARKED TO INDICATE EACH DEVICE OR EQUIPMENT WHERE THE POWER ORIGINATES PER CEC 408.4, FIELD IDENTIFICATION REQUIRED, (B) SOURCE OF SUPPLY.

NL NO, # NTS OC. P PB PFB

18. COORDINATE EQUIPMENT LOCATIONS, CONTROL AND POWER WIRING REQUIREMENTS AND CONNECT POINTS WITH ALL APPLICABLE DISCIPLINES. 19. PROVIDE AND INSTALL FUSES PER UNIT NAMEPLATE DATA ON THE EQUIPMENT PROVIDED.

PFCT PH, Ø PLYWD PNL PR PVC (R) REQ'D RM RMC (RR) SPEC STC SQ SW TEL TTB TYP UG UON V WP WT W W/ XFMR &

20. VERIFY CEILING TYPES PRIOR TO ORDERING LUMINAIRES. CONFIRM THAT FEATURES DESCRIBED IN THE SPECIFICATION OF THE LUMINAIRE ARE INCLUDED AS WELL AS PART NUMBERS LISTED ON SCHEDULE IN THE SUBMITTAL PACKAGE. CLARIFY NOTED DISCREPANCIES WITH ENGINEER PRIOR TO BID. 21. A LAMINATED COPY OF THE FINAL RECORD ONE LINE DIAGRAM SHALL BE PLACED IN ELEC ROOM. 22. PROVIDE WIRING DEVICES AND COVER PLATES IN COLOR(S) SELECTED BY ARCHITECT. THE COLOR OF THE WIRING DEVICE AND COVER PLATE SHALL BE THE SAME UNLESS SPECIFICALLY NOTED OTHERWISE. 23. REINSTALL EXISTING ELECTRICAL INSTALLATIONS DISTURBED. CERTAIN EXISTING ELECTRICAL INSTALLATIONS MAY BE LOCATED IN WALLS, CEILINGS OR FLOORS THAT ARE TO BE REMOVED AND ARE ESSENTIAL FOR THE OPERATION OF OTHER REMAINING INSTALLATIONS. WHERE THIS CONDITIONS OCCURS, PROVIDE A NEW EXTENSION OF ORIGINAL CIRCUITS, RACEWAYS, EQUIPMENT AND OUTLETS TO RETAIN SERVICE CONTINUITY. INSTALLATIONS SHALL BE CONCEALED IN FINISHED AREAS. 24. FOR ROOF PENETRATIONS, REFER TO ARCHITECTURAL PLANS FOR INSTALLATION REQUIREMENTS. 25. FOR WALL PENETRATION INSTALLATIONS, REFER TO ARCHITECTURAL PLANS FOR REQUIREMENTS. 26. PROVIDE "LOCK-ON" DEVICE FOR ALL CIRCUIT BREAKERS ON EMERGENCY DEDICATED CIRCUITS.

LED, FLUORESCENT OR HID FIXTURE

CONTROLLED BY SWITCH "a" CONNECTED TO CIRCUIT 2 FIXTURE TYPE A2 LED, FLUORESCENT OR HID FIXTURE - WALL MOUNTED

APPLIES TO ALL FIXTURES

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

LED, FLUORESCENT OR HID FIXTURE - CEILING RECESSED

INC:

REVIEWED FOR

LED, FLUORESCENT FIXTURE - SEE FIXTURE SCHEDULE FOR MOUNTING

LED, FLUORESCENT FIXTURE - WALL MOUNTED

DATE:

FLS

✔

ACS

✔

07/03/2019

EXIT LIGHT FIXTURE SHADING INDICATES FIXTURE WITH LAMP(S) ON EMERGENCY CIRCUIT "MASTER" FIXTURE "SATELLITE" FIXTURE PRE-WIRED FIXTURE WHIP INCLUDED AS PART OF FIXTURE

PAIR OF TANDEM WIRED FLUORESCENT GRID FIXTURES

SITE LIGHTING FIXTURE AND POLE BOLLARD AND/OR POLE TOP LIGHT FIXTURE GROUND MOUNTED FLOODLIGHT FIXTURE a

SINGLE POLE SWITCH

TWO POLE SWITCH

THREE WAY SWITCH

FOUR WAY SWITCH

KEYED SWITCH

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

LOW VOLTAGE SWITCH

CONSULTANT

MANUAL MOTOR CONTROL SWITCH

FAN / LIGHT / NIGHT LIGHT SWITCH, PER MECHANICAL

OS WALL MOUNTED OCCUPANCY AUTO-OFF LIGHT SWITCH OS DIMMER SWITCH WITH OCCUPANCY SENSOR, LINE VOLTAGE

CEILING MOUNTED OCCUPANCY AUTO-OFF LIGHT SWITCH. INSTALL PER MANUFACTURER REQUIREMENTS.

CEILING MOUNTED DAY LIGHT SENSOR INSTALL PER MANUFACTURER REQUIREMENTS.

ROOM CONTROLLER INSTALL PER MANUFACTURER REQUIREMENTS.

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

DIMMER SWITCH, LOW VOLTAGE

consulting mechanical and electrical engineers

PRO F E S S I ONA ED NO R. ROMA L I E17247 EXP. 6/30/18 TA

LOW VOLTAGE PUSH BUTTON DOOR BELL T

LOW VOLTAGE TRANSFORMER FOR DOOR BELL

DOOR BELL. COORDINATE WITH ARCHITECT

FUSED DISCONNECT SWITCH

EC TR I CA

O F CA L

N I F OR

DUPLEX CONVENIENCE OUTLET DOUBLE DUPLEX CONVENIENCE OUTLET

SEAL

GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET GROUND FAULT CIRCUIT INTERRUPTER DOUBLE DUPLEX OUTLET SPLIT DUPLEX OUTLET WITH: ONE CONVENIENCE OUTLET ONE CONTROLLED OUTLET DOUBLE DUPLEX OUTLET WITH: ONE DUPLEX CONVENIENCE OUTLET ONE CONTROLLED DUPLEX OUTLET ISOLATED GROUNDING DUPLEX OUTLET DOUBLE DUPLEX ISOLATED GROUNDING OUTLET EMERGENCY DUPLEX OUTLET EMERGENCY DOUBLE DUPLEX OUTLET SPECIAL OUTLET TO MATCH CAP PROVIDED WITH MACHINE

PROJECT

TEHAMA CENTER STUDENT SERVICE

FLUSH FLOOR BOX OR "POKE-THRU" UNIT EQUIPPED WITH FLUSH OR PEDESTAL DUPLEX RECEPTACLE AND VOICE/DATA OUTLETS AS NOTED, OR REFER TO SCHEDULE ON DRAWINGS.

770 DIAMOND AVE. RED BLUFF, CA 96080

PLUGMOLD/WIREMOLD RECEPTACLE SYSTEM TRANSFORMER JUNCTION BOX, SIZE AS REQUIRED BY CODE

J J

FLEX CONNECTION TO FIXTURE TELEPHONE OUTLET DATA OUTLET

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

WALL MOUNTED TELEPHONE OUTLET, +48" AFF WALL MOUNTED TEL/DATA OUTLET, 3-PORT, +18" AFF 2

WALL MOUNTED TEL/DATA OUTLET, 2-PORT, +18" AFF

WALL MOUNTED TEL/DATA OUTLET, 4-PORT, +18" AFF

FLOOR MOUNTED TEL/DATA OUTLET, 4-PORT

ISSUED KP

SYSTEM KEYPAD, +60" AFF

CEILING MOUNTED MOTION DETECTOR

MARK

DOOR CONTACT, FLUSH IN FRAME GB

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

CEILING MOUNTED GLASS BREAK SENSOR

SYSTEM ALARM BELL, +8'-0" AFG WALL MOUNTED BATTERY OPERATED ATOMIC CLOCK, +7'-0" AFF INTERIOR INTERCOM / PUBLIC ADDRESS SPEAKER, +7'-0" AFF EXTERIOR INTERCOM / PUBLIC ADDRESS SPEAKER, +8'-0" AFG PANELBOARD, RECESSED MOUNTED PANELBOARD, SURFACE MOUNTED MAIN SWITCHBOARD

28. PROVIDE SWITCHED/CONTROLLED RECEPTACLES WITH PERMANENT MARKINGS PER THE CALIFORNIA ENERGY CODE. MARKING SHALL BE AS PROVIDED BY THE MANUFACTURER OF THE RECEPTACLE, STAMPED INTO THE FACE (IE, LEVITON #5362-1PW OR EQUAL.) SYMBOL SHALL BE OF CONTRASTING COLOR TO THE DEVICE COLOR.

CONDUIT RUN CONCEALED IN CEILING OR WALL, SEE NOTE BELOW

30. SUBMIT SHOP DRAWINGS FOR ALL ELECTRICAL AND LOW VOLTAGE SYSTEMS (INCLUDING BUT NOT LIMITED TO LIGHTING CONTROLS, FIRE ALARM, INTRUSION ALARM, CCTV, ACCESS CONTROL, INTERCOM, DATA/TELECOMMUNICATIONS AND SOUND REINFORCEMENT SYSTEMS) FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OF ANY EQUIPMENT, DEVICES, RACEWAY OR WIRING. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.

TERMINAL CABINET, RECESSED MOUNTED TERMINAL CABINET, SURFACE MOUNTED HOMERUN TO PANELBOARD OR RESPECTIVE TERMINAL

CONDUIT RUN UNDERGROUND OR UNDER FLOOR EM

INSULATED GREEN GROUND CONDUCTOR INSULATED ISOLATED GROUND CONDUCTOR, GREEN WITH TRACER STRIPE

MOUNT OUTLET BOXES AT +15" TO BOTTOM OF BOX UNLESS OTHERWISE NOTED.

"A" ADJACENT TO OUTLET INDICATES OUTLET BOX TO BE MOUNTED ABOVE COUNTER. COORDINATE WITH COUNTER HEIGHT AND DEPTH PRIOR TO ROUGH IN.

NO CROSSBARS ON CONDUIT RUN INDICATES MINIMUM 3/4" CONDUIT, TWO #12 CU CONDUCTORS PLUS 1#12 CU GND. CROSSBARS INDICATE NUMBER OF #12 CU CONDUCTORS IN CONDUIT. CONDUCTOR SIZES OTHER THAN #12 NOTED ON DRAWINGS. INCREASE CONDUIT SIZE AS REQUIRED TO ACCOMMODATE C.E.C. WIRE FILL REQUIREMENTS. INCLUDE ADDITIONAL BOND WIRE IN ALL PVC AND FLEXIBLE CONDUIT. LONG CROSSBAR INDICATES NEUTRAL CONDUCTOR, SHORT CROSSBARS INDICATE PHASE CONDUCTORS. INCREASE BRANCH CIRCUIT CU CONDUCTOR SIZES AS REQUIRED BY THE 120V BRANCH CIRCUIT VOLT DROP CONDUCTOR LENGTH CHART BELOW. USE CONDUCTOR LENGTHS AS FIELD MEASURED, BASED UPON MEASURED FIELD ROUTING LENGTHS. INCREASE MINIMUM CONDUIT SIZE AS REQUIRED TO ACCOMMODATE A MAXIMUM 40% CONDUCTOR FILL OF THE BRANCH CIRCUIT CONDUCTORS. WHERE NECESSARY, PROVIDE A JUNCTION BOX AT ACCESSIBLE CEILING SPACE TO CONVERT THE LAST 15 FEET OF CONDUCTORS TO #10 AWG TO ACCOMMODATE TERMINATION OF CONDUCTORS AT WIRING DEVICES, LIGHTING FIXTURES, CIRCUIT BREAKER, ETC.

MANAGEMENT

EMERGENCY SYSTEM CONDUIT AND WIRES

NOTES: 1. MOUNT SWITCH BOXES AT +48" TO TOP OF BOX UNLESS OTHERWISE NOTED.

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

27. DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC. CONTRACTOR SHALL ACCEPT RESPONSIBILITY IN FAMILIARIZING THEMSELVES WITH ARCHITECTURAL AND STRUCTURAL CONDITIONS ALONG WITH INHERENT SPACE LIMITATIONS. WITH THAT UNDERSTANDING SHALL PROVIDE ALL ITEMS OF LABOR, MATERIALS AND TOOLS REQUIRED TO PROVIDE A COMPLETE INSTALLATION.

29. PROVIDE DATA SHEETS FOR ALL ELECTRICAL AND LOW VOLTAGE EQUIPMENT (INCLUDING BUT NOT LIMITED TO LIGHTING CONTROLS, FIRE ALARM, INTRUSION ALARM, CCTV, ACCESS CONTROL, INTERCOM, DATA/TELECOMMUNICATIONS AND SOUND REINFORCEMENT SYSTEMS) INCLUDED IN THIS PROJECT FOR REVIEW AND APPROVAL PRIOR TO ORDERING ANY EQUIPMENT OR DEVICES. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.

5/15/2019 9:16:32 AM

AT AMPERE ALTERNATING CURRENT AIR CONDITIONING AMP FRAME ABOVE FINISHED FLOOR AMPERES INTERRUPTING CAPACITY AMP TRIP SETTING AMERICAN WIRE GAUGE BARE COPPER BOARD BELOW FINISHED CEILING BREAKER BUILDING BOOSTER POWER SUPPLY CONDUIT CIRCUIT BREAKER CIRCUIT CEILING CONDUIT ONLY, WITH PULL LINE CONTINUOUS COPPER METALLIC COLD WATER PIPE DEMOLISH DIRECT CURRENT DISCONNECT DISTRIBUTION PANEL EXISTING EACH WITH EACH EVENING LIGHT ELECTRIC EMERGENCY ELECTRICAL METALLIC TUBING END OF LINE DEVICE EQUIPMENT EXISTING RELOCATED ELECTRICAL WATER COOLER ELECTRIC WATER HEATER FUTURE FIRE ALARM CONTROL PANEL FIRE ALARM EXTENDER PANEL FIRE ALARM TERMINAL CABINET FURNISHED BY OTHERS FLUORESCENT FOOT GAUGE GROUND FAULT CIRCUIT INTERRUPT GROUND METALLIC GAS PIPE GYPSUM HIGH INTENSITY DISCHARGE HORSE POWER HEIGHT HERTZ INTERMEDIATE METALLIC CONDUIT INCH ISOLATED JUNCTION BOX THOUSAND CIRCULAR MILLS KILO VOLT AMP KILOWATT LIGHTING CONTROL PANEL LOW VOLTAGE THOUSAND CIRCULAR MILLS MECHANICAL MAIN DISTRIBUTION PANEL METAL HALIDE MISCELLANEOUS MAIN SWITCHBOARD NEW NOT IN CONTRACT NOT IN ELECTRICAL SECTION OF THESE PLANS & SPECS. NIGHT LIGHT NUMBER NOT TO SCALE ON CENTER POLE PULL BOX PROVISION FOR FUTURE BREAKER W/ MOUNTING HARDWARE PROVISION FOR FUTURE CURRENT TRANSFORMER PHASE PLYWOOD PANEL PAIR POLYVINYL CHLORIDE CONDUIT RELOCATE/RELOCATED REQUIRED ROOM RIGID METAL CONDUIT REMOVE AND REPLACE SPECIFICATION SIGNAL TERMINAL CABINET SQUARE SWITCH TELEPHONE TELEPHONE TERMINAL BOARD TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED VOLTS WEATHERPROOF WEIGHT WATT WITH TRANSFORMER AND

1. 2.

@ A AC A/C AF AFF AIC AT AWG BC BD BFC BRKR BLDG BPS C C/B CIRC CLG CO CONT CU CWP (D) DC DISC DP (E) E/W EA EL ELEC EM EMT EOL EQUIP (ER) EWC EWH (F) FACP FAEP FATC FBO FLUOR FT GA GFCI GND GP GYP HID HP HT HZ IMC IN ISO J-BOX KCMIL KVA KW LC LV MCM MECH MDP MH MISC MSB (N) NIC NIES

I N E ER

SYMBOLS LIST

ENG

ABBREVIATION LIST

GENERAL NOTES

MFGR

MEP COMPONENT ANCHORAGE NOTE

TYPE

REG I S T

0 1/4" 1/2"

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

CONDUIT RISER EXISTING EQUIPMENT, LIGHTING, DEVICES, CONDUIT, WIRING, ETC., ARE SHOWN LIGHT. NEW OR RELOCATED EQUIPMENT, LIGHTING, DEVICES, CONDUIT, WIRING, ETC., ARE SHOWN DARK. X

AGENCY

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED WIREMOLD SURFACE RACEWAY(S) WITH OUTLETS AS SHOWN OR NOTED, SEE SURFACE RACEWAY SCHEDULE

1 AC 1 A E1

(1)1-1/2"C

SYMBOLS REFERRING TO KEYED NOTES ON SAME SHEET MECHANICAL EQUIPMENT BY OTHERS, CONNECTED BY ELECTRICAL CONTRACTOR DETAIL DESIGNATION, "A" SIGNIFIES DETAIL, "E-1" SIGNIFIES SHEET NUMBER INDICATES SIZE OF CONDUIT = ONE AND ONE HALF INCH CONDUIT NUMBER WITHIN PARENTHESIS INDICATES QUANTITY OF CONDUITS

INSTALL CU GROUND CONDUCTOR IN ALL BRANCH CIRCUITS FOR LIGHT FIXTURES AND POWER DEVICES.

120V BRANCH CIRCUIT VOLT DROP CONDUCTOR LENGTH CHART

LENGTH OF CONDUCTOR

LOAD IN VOLT AMPERES

#12

#10

1200VA

121

183

284

434

1560VA

141

218

334

1800VA

122

189

289

1920VA

115

178

271

2340VA

146

223

2880VA 3000VA

118

181

114

174

3900VA

134

4800VA

108

WIRE SIZE IN (GAUGE) #8

NOTES 1. THIS CHART IS FOR COPPER CONDUCTORS ONLY. 2. THIS CHART ASSUMES AN 80% POWER FACTOR AND STEEL RACEWAYS. 3. 2016 CALIFORNIA ENERGY CODE, 130.5(c) ALLOWS A MAXIMUM COMBINED VOLTAGE DROP OF 5%. THIS CHART ASSUMES A MAXIMUM DROP OF 3% FOR FEEDERS. THIS CHART PROVIDES THE MAXIMUM LENGTH OF CONDUCTORS FOR LESS THAN 2% VOLTAGE DROP ON A BRANCH CIRCUIT AT GIVEN VA LOAD. 4. USE WIRE SIZE FROM THIS CHART UNLESS LARGER CONDUCTOR SIZES ARE NOTED ON THE DRAWINGS. 5. FOR VA VALUES NOT SHOWN USE NEXT HIGHEST VALUE FROM THE CHART

TITLE

SYMBOLS, NOTES & SCHEDULES

SHEET

E-001

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR FLS

✔

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

I N E ER

E17247 EXP. 6/30/18

EC TR I CA

O F CA L

REG I S T

PRO F E S S I ONA ED NO R. ROMA L I

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

✔

07/03/2019

DATE:

ACS

✔

N I F OR

SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE 770 DIAMOND AVE. RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

AGENCY

TITLE

TITLE 24 - INDOOR

5/15/2019 9:16:34 AM

SHEET

E-002

017294 LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR FLS

✔

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

I N E ER

E17247 EXP. 6/30/18

EC TR I CA

O F CA L

REG I S T

PRO F E S S I ONA ED NO R. ROMA L I

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

✔

07/03/2019

DATE:

ACS

✔

N I F OR

SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE 770 DIAMOND AVE. RED BLUFF, CA 96080

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

AGENCY

TITLE

TITLE 24 - OUTDOOR

5/15/2019 9:16:34 AM

SHEET

E-003

KEYED NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

EXTEND 2"C. TO SIGNAL TERMINAL CABINET 'STC-4' AS SHOWN. REFER TO INTERCOM/CLOCK AND INTRUSION ALARM ONE LINE DIAGRAMS FOR CABLE REQUIREMENTS.

APP. 02-117123

REVIEWED FOR

0 1/4" 1/2"

GM (E)

(E) ELECTRICAL SERVICE MAIN SWITCHBOARD 'MSB'. FOR INFOMATION SEE ONE LINE DIAGRAM 1/E-601. (E)

C ELE

INSTALL NEW INTERCOM AND SECURITY CABLES IN EXISTING EMPTY 2" INTERCOM/ SECURITY CONDUIT. REFER TO ONE LINE DIAGRAMS FOR CABLE REQUIREMENTS.

INSTALL NEW FIBER OPTIC CABLES IN EXISTING EMPTY 4" DATA CONDUIT. REFER TO ONE LINE DIAGRAM - DATA, FOR CABLE REQUIREMENTS.

(2) 4" DATA CONDUITS WITH FIBER OPTIC CABLES. REFER TO ONE LINE DIAGRAM - DATA, FOR CABLE REQUIREMENTS.

EXISTING ELECTRICAL POWER CONDUIT. SEE ONE LINE DIAGRAM, 1/E-601 FOR MORE INFORMATION. VERIFY ROUTING OF CONDUIT AND LOCATION OF UNDERGROUND PULL BOXES IN FIELD.

NEW 4" CONDUIT FROM EXISTING UNDERGROUND PULL BOX TO NEW PANEL '1D'. SEE ONE LINE DIAGRAM 1/E-601 FOR MORE INFORMATION.

5 SD2

(E)

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

D (E )

FLS

✔

DATE:

18 "

SD P

CONSULTANT

P SD 18"

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

12 SS

SS14

REG I S T

I N E ER

T JOIN (E)

PRO F E S S I ONA ED NO R. ROMA L I

ENG

NCH TRE

6 SD0

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

INC:

E17247 EXP. 6/30/18

W " D 3/4 (E)

EC TR I CA

O F CA L

N I F OR

S S13

SEAL 11 SS

) (E 4" SS P S= 0 03 0.

PROJECT

FW14

SD 8" (E)

TEHAMA CENTER STUDENT SERVICE

P 05

SD SD

SD 6" (E)

770 DIAMOND AVE. RED BLUFF, CA 96080

(E) BUILDING 4

SD 8" (E)

(E) CONDUIT STUBS IN 1 ING ILD BU 7.80 (E) IT ROOM. 9 2 (E) SERVER = FF

CLIENT

DW 2" ( E)

W 6"

SD 05 SD 05

SD05

P SS

ISSUED G2

(E)

) AIN E M RC (FO SSP

" ) 4 (E

MARK

15 SD

SDP

(E)

3 ING ILD 0 BU 98.0 ) E 2 ( = FF

06 SS

18" (E)

(E) BUILDING 3

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

2" ) 1 (E

P SD

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

FW 01

W 6"

DATE 01/04/2019 05/17/2019

P SD 05

(E)

04 SS

(E)

W 01

. EC EL ULT VA SD

1 S S0

) (E

T. & AT ULT VA

(E) LIGHTING BOX

18 SD " ) 4 (E

(E) FIRE WATER BOX

P SS

) (E

B ) (E

P SD

" ) 6 (E

P SS

(E) ELEC. BOX

2 ING ILD 84 BU 7. ) =29 E ( FF

. EC EL OX B

(E) BUILDING 2

E PIP

DW 2"

R TE WA

(E)

) (E

(E) (2)4"C., VERIFY 5 LOCATION IN FIELD

) (E

P SS

(E)

P SS

R LA PIL (E)

(298)

NO ING RK PA

(299.5)

(E)

3 F W1

NO ING RK PA

FW08

F W11

(297.6)

P SD

(299.4)

B TA (E)

NO ING RK PA

" 24

(300)

AGENCY

(E) FH

(E) FLAG POLE

(E) UNDERGROUND PULL BOX, TYPICAL.

FW14

(297.6)

(297.7)

(E) ICV

(E)ICV

P SD

(E) UTILITY VAULT

P SD

(E) MAILBOX

) (E

P8 SD

FW12

(297.5) (297.7)

(29 9)

P5 SD

(299.6)

(297.4)

(2) 4"C., SEE ONE LINE DIAGRAM FOR CONDUCTOR SIZE.

PANEL '1D' ) (E

(299.3)

ED OS OP G PR ILDIN 8.5 U 29 B = FF

(297.4)

P9 SD

(2 98 )

(297.5)

(297.7)

SD28

(299.2)

D (E) WATER BOX 01 FW

(E) FH

W12

P7 SD

14 FW

(E) RPP

W08

) (E

(297.4)

P6 SD

(E) WATER STRUCTURE

(297.6)

3 FW0 10 FW W03

(E) ICV W04

W0 1

(E) WATER METER (E) ICV

P1 SD

) (E

1 E-101

" 15

ELECTRICAL SITE PLAN 1" = 20'-0"

(E) WATER BOX (E) IRRI. CONTROL PANEL

3 P1 SD 2 P1 SD

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

(297.8)

P2 SD

F W12

5/15/2019 9:16:35 AM

) (E

3 SDP

(299.1)

LIONAKIS 2017

SDP1

2" (E)

017294

) (E

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

3 4"

MANAGEMENT

P SD

(E)

(E) FIRE ALARM BOX (E)ICV

(E) 9"∅ SEWER LID

1 P1 SD

0 SIGNAL TERMINAL P1 SD CABINET 'STC-4'

STUB CONDUITS IN IDF ROOM 121. REFER TO FLOOR PLAN - LOW VOLTAGE, 1 / E-112

TITLE

ELECTRICAL SITE PLAN

SHEET

E-101

KEYED NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FED FROM ACCU-1 ON ROOF.

APP. 02-117123

FLUSH, 3-GANG FLOOR BOX WITH CONNECTIONS FOR OWER, DATA, AND FUTURE USE. LEGRAND TOP GUARD (3) #880MP AND (3) #880MPA WITH: #837 PCC-BLK; THREE NON-METALLIC FLANGE #828 PR-BLK; DUPLEX COVER PLATE #829 PFL-BLK; COMMUNICATION COVER PLATE #829 PCK-BLK; BLACK COVER PLATE

SHEET NOTES:

LOCATE AT +84" AFF FOR TV. COORDINATE EXACT LOCATION WITH TV BRACKET PRIOR TO ROUGH-IN.

LOCATE AT +132" AFF FOR PROJECTOR. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN.

LOCATE AT +108" AFF FOR DIGITAL SIGNAGE TV. COORDINATE EXACT LOCATION WITH TV BRACKET IN FIELD PRIOR TO ROUGH-IN.

LOCATE AT +108" AFF FOR SARS WAIT LIST TV. COORDINATE EXACT LOCATION WITH TV BRACKET IN FIELD PRIOR TO ROUGH-IN.

LOCATE AT +84" AFF FOR TV'S AND CONFERENCING CAMERA. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN.

INC:

REVIEWED FOR SS

FLS

✔

ACS

✔

07/03/2019

DATE:

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

I N E ER

E17247 EXP. 6/30/18

EC TR I CA

O F CA L

REG I S T

PRO F E S S I ONA ED NO R. ROMA L I

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

1. REFER TO DETAIL 2/E-501 FOR PANEL MOUNTING DETAILS.

N I F OR

SEAL

D +36"

CAMPUS SAFETY

COUNSELOR

126

128

+36"

C FC Z11

130

132

+36"

FC Z12

+36"

'3D'- 43

FC Z13

5 2

'3D'- 30,32

20 PROJECT

+36"

'3D'- 41

102

36 CLASSROOM/LOBBY OVERFLOW

34 HALLWAY

M FC Z02

BSB 2

'2D'- 10,12

FC Z03

101

'2D'- 14,16

100D

COUNSELOR

125

FC Z16

M 26

131

C.4 12

'3D'- 26,28

+36"

STUDENT SERVICES

+36"

+36" '3D'- 22,24

ISSUED

ADMIN OFFICE

18 +36"

MARK

104

103

'3D'- 8

+36"

'3D'- 12,14

+36"

16 22

FC Z18

LOBBY

129

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

+36"

COUNSELOR

FC Z17

CLIENT

+36" '3D'- 16,18,20

BSB 1

COUNSELOR

127

FC Z15

770 DIAMOND AVE. RED BLUFF, CA 96080

100 28 COUNSELOR

TEHAMA CENTER STUDENT SERVICE

ADMIN OFFICE

FC Z01

'3D'- 45,47

'3D'- 34,36

43 14

FC Z14

8 30

20 +36"

+36"

32 30

COUNSELOR

30 +36"

COUNSELOR

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

C 28

HALLWAY

'3D'- 44

HALLWAY '3D'- 2,4,6

100C WORK CENTER

FC 1

100B 5

100A '3D'- 1

M 42

IDF

'3D'- 37,39

IDF

38 38

PNL 'NAC'

FC Z10

VET CENTER

PNL '1D'

120

'3D'- 46 29

123

CUSTODIAL #8

119

'3D'- 48

RESTROOM

STUDENT SERVICES

118

107

+36" 3

STUDENT SERVICES

FC Z04

+36"

FC Z09

'3D'- 40,42

124

'3D'- 27,29

29 VET OFFICE

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

+36"

122

+36" 27

FC Z07

+36" 23

+36"

+36" 21

+36"

FACULTY OFFICE

117

116

FACULTY OFFICE

115 23

FACULTY OFFICE

+36"

112

114

113

+36"

15 15

FC Z08

AGENCY

+36" 9

+36"

13 +36"

+36"

'3D'- 9,11,13

11 +36"

FC Z06

+36"

11 11

FACULTY OFFICE

111

110

109

B 15

FACULTY HALLWAY

CANOPY 158

'3D'- 31

150

TITLE

FLOOR PLAN - POWER

SHEET

5/15/2019 9:16:40 AM

LIONAKIS 2017

FACULTY OFFICE

+36" FACULTY OFFICE

19 21

'3D'- 15,17,19 17

+36"

'3D'- 21,23,25

+36"

+36" 29

+36"

017294

9 +36"

+36"

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

M CONFERENCE

B.6

106

7 +36"

FC Z05

EWH 1

STUDENT SERVICES

108 M

+36"

EF 1

FACULTY OFFICE

105

A '2D'- 2,4

IEWH 2

'2D'- 18

STORAGE

'2D'- 6,8

PNL '2D'

5 '3D'- 3,5,7

PNL '3D' M

'3D'- 33,35

121 39

PLAN NORTH

1 E-111

FLOOR PLAN - POWER 1/4" = 1'-0"

E-111

KEYED NOTES: 1"

0 1/4" 1/2"

SHEET NOTES:

LINE ALL WALLS WITH 3/4" THICK FSR AND AC RATED, VOID-FREE PLYWOOD BACKBOARD. PAINT WITH MINIMUM (2) COATS WHITE PAINT. REFER TO SPECIFICATIONS.

PROVIDE 12"x4" CABLE TRAY FROM WALL-TO-WALL MOUNTED AT +7'-6" AFF. COORDINATE EXACT LOCATION WITH DATA RACKS. 9

PROVIDE 12"x4" CABLE TRAY MOUNTED IN ACCESSIBLE CEILING SPACE AT +11'-0" AFF. REFER TO CABLE TRAY HANGING DETAIL 6/E-501

PROVIDE (3) STI EZ-PATH SERIES 44+ WALL PENETRATIONS. INSTALL PENETRATIONS THROUGH WALL TO CORRESPOND WITH CABLE TRAY HEIGHT IN ACCESSIBLE CEILING SPACE.

10" x 2" x 1/4" SOLID COPPER GROUND BUS BAR WITH ISOLATORS AT + 8'-0" AFF, CHATSWORTH #13622-010, OR EQUAL. PROVIDE #3/0 GROUND CONDUCTOR TO MAIN BUILDING GROUND. PROVIDE 2-HOLE LUGS PER GENERAL NOTES ON SHEET E-001. LABEL GROUND CONDUCTORS PER UNIVERSITY STANDARDS. VERIFY EXACT LOCATION WITH UNIVERSITY PRIOR TO ROUGH IN.

PROVIDE 1-1/4"C FROM DATA OUTLET BOX TO NEAREST CABLE TRAY IN ACCESSIBLE CEILING SPACE. TYPICAL FROM EACH TEL/DATA OUTLET BOX LOCATION UNLESS OTHERWISE NOTED.

APP. 02-117123 2. REFER TO INTRUSION ALARM ONE-LINE DIAGRAM FOR INTRUSION ALARM DEVICE CABLING REQUIREMENTS. SS

PROVIDE OUTLET BOX WITH 1-GANG RING AND BLANK COVER PLATE. STUB 1"C. FROM OUTLET BOX INTO NEAREST ACCESSIBLE CEILING SPACE.

DATE:

LOCATE AT +108" AFF FOR DIGITAL SIGNAGE TV. COORDINATE EXACT LOCATION WITH TV BRACKET IN FIELD PRIOR TO ROUGH-IN.

LOCATE AT +108" AFF FOR SARS WAIT LIST TV. COORDINATE EXACT LOCATION WITH TV BRACKET IN FIELD PRIOR TO ROUGH-IN.

(2) 4"C UNDERGROUND STUBS FOR DATA FIBER OPTIC CABLES.

LOCATE IN CEILING FOR OWNER SUPPLIED WIRELESS ACCESS POINT.

PROVIDE (1) CAT 6A DATA CABLE FROM EACH DATA/TELEPHONE JACK IN TEL/DATA OUTLET TO CABLE TRAY VIA CONDUIT. RUN CABLES FROM CONDUIT TO IDF RACK VIA CABLE TRAYS. TYPICAL FROM EACH DATA OUTLET LOCATION UNLESS OTHERWISE NOTED.

LOCATE AT +84" AFF FOR TV'S AND CONFERENCING CAMERA. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN.

PROVIDE OUTLET BOX WITH 1-GANG RING AND BLANK COVER MOUNTED AT +84" AFF FOR CONFERENCING MICROPHONE CABLE.

THREE-GANG FLOOR BOX WITH POWER, DATA AND EMPTY GANG FOR MICROPHONE CABLE.

LOCATE FOR TEMPERATURE CONTROL PANEL. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN.

PROVIDE 18" X 18" X 6" DEEP SCREW COVER JUNCTION BOX IN ACCESSIBLE CEILING SPACE ADJACENT TO CABLE TRAY. MOUNT BOX WITH COVER DOWN 6" ABOVE TOP EDGE OF CABLE TRAY. STUB CONDUIT INTO IDF ROOM. PROVIDE INSULATED BUSHING ON CONDUIT STUB.

FLS

LOCATE AT +9'-0" AFF FOR OWNER SUPPLIED WIRELESS ACCESS POINT.

DATA OUTLET LOCATED IN POWER/DATA FLUSH FLOOR BOX.

INC:

REVIEWED FOR

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1. REFER TO INTERCOM ONE-LINE DIAGRAM FOR SPEAKER CABLING REQUIREMENTS.

LOCATE DATA OUTLET IN CASEWORK. COORDINATE EXACT REQUIREMENTS AND LOCATION WITH CASEWORK MANUFACTURER IN FIELD PRIOR TO ROUGH-IN.

LOCATE AT +84" AFF FOR TV. COORDINATE EXACT LOCATION WITH TV BRACKET PRIOR TO ROUGH-IN.

PROVIDE 1"C FROM OUTLET BOX TO NEAREST CABLE TRAY IN ACCESSIBLE CEILING SPACE. RUN DATA CABLE FROM TEL JACK IN OUTLET TO CABLE TRAY VIA CONDUIT. RUN CABLE FROM CONDUIT TO TTB VIA CABLE TRAYS.

LOCATE FOR LECTERN. PROVIDE DATA WALLPLATE WITH (4) DATA JACKS AND (2) SHIELDED CAT6A RJ45 KEYSTONE/JACKS WITH CAT 6A F/UTP WITH DRAIN WIRE (OUTER FOIL SHIELD, UNSHIELDED TWISTED PAIR) TO PROJECTOR LOCATION AS SHOWN.

✔

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

E17247 EXP. 6/30/18

EC TR I CA

O F CA L

REG I S T

I N E ER

PRO F E S S I ONA ED NO R. ROMA L I

consulting mechanical and electrical engineers

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

PROVIDE DATA WALLPLATE WITH (2) DATA JACKS AND (2) SHIELDED CAT6A RJ45 KEYSTONE/JACKS WITH CAT 6A F/UTP WITH DRAIN WIRE (OUTER FOIL SHIELD, UNSHIELDED TWISTED PAIR) TO LECTERN LOCATION AS SHOWN. MOUNT AT +132" AFF FOR PROJECTOR. COORDINATE EXACT LOCATION IN FIELD PRIOR TO ROUGH-IN.

N I F OR

SEAL

IA IA

COUNSELOR

126

GB 1-1/4"C, WITH (4) CAT 6 CABLES

130

1-1/4"C, WITH (4) CAT 6 CABLES

CLASSROOM/LOBBY OVERFLOW

PROJECT

ADMIN OFFICE

101

TEHAMA CENTER STUDENT SERVICE

102

HALLWAY

2"C.O.

100D

770 DIAMOND AVE. RED BLUFF, CA 96080

J 2"C.O.

CLIENT

2 7

COUNSELOR

128

COUNSELOR 132

CAMPUS SAFETY

IA GB

LOBBY

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

C.4

100

ADMIN OFFICE

104 1-1/4"C, WITH (3) CAT 6 CABLES

STUDENT SERVICES

103 ISSUED

COUNSELOR

125

127

129

131

MARK

1-1/4"C, WITH (3) CAT 6 CABLES

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

C KP

FIRE RISER

2 4

HALLWAY

151

HALLWAY

100C

100B

2"C.O. 1-1/4"C, WITH (3) CAT 6 CABLES

WORK CENTER

1-1/4"C, WITH (3) CAT 6 CABLES

100A 3' - 0"

124

121 15

IDF

2 2

CONFERENCE

1-1/4"C, WITH (3) CAT 6 CABLES

TELEPHONE TERMINAL BACKBOARD 'TTB'

B.6 DATA RACKS

MANAGEMENT

15 2

STORAGE

4 3

2"C.O.

STUDENT SERVICES

FACULTY OFFICE

118

108

107

106

105

2"C.O.

1-1/4"C.O.

STUDENT SERVICES

119

SIGNAL TERMINAL CABINET 'STC-4'

STUDENT SERVICES

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

2"C.O.

AGENCY 14

123

VET CENTER

CUSTODIAL

120

RESTROOM

VET OFFICE 122

FACULTY OFFICE

117

116

115

114

FACULTY OFFICE

112

111

110

109

5/15/2019 9:16:43 AM

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

FACULTY OFFICE

113

FACULTY HALLWAY

150 IA 18

+18"

+18" 18

TITLE

FLOOR PLAN - LOW VOLTAGE

1 E-112

FLOOR PLAN - LOW VOLTAGE 1/4" = 1'-0"

SHEET PLAN NORTH

E-112

017294 LIONAKIS 2017

SHEET NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

1. REFER TO SHEET E-502 FOR LIGHTING FIXTURE DETAILS.

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

FLS

✔

07/03/2019

DATE:

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

F F

I N E ER

E17247 EXP. 6/30/18 EL

EC TR I CA

O F CA L

REG I S T

PRO F E S S I ONA ED NO R. ROMA L I

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

ACS

✔

N I F OR

SEAL

D CAMPUS SAFETY

COUNSELOR

128

126

COUNSELOR

130

132

PROJECT

CLASSROOM/LOBBY OVERFLOW

ADMIN OFFICE

101

102

TEHAMA CENTER STUDENT SERVICE

A AE

J 5

770 DIAMOND AVE. RED BLUFF, CA 96080

5 OS

J CLIENT

12'-0"

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

J os

HALLWAY 100D OS X

AE A

X AE

A J

C.4

ISSUED

LOBBY

MARK

100 '1D'- 7 5

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

DATE 01/04/2019 05/17/2019

COUNSELOR

125

127

129

131

STUDENT SERVICES

ADMIN OFFICE

103

104

'1D'- 5

C WORK CENTER

FIRE RISER B

151

100A

HALLWAY

C A

IDF

'1D'- 1

J 124

PNL '1D'

121

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

VET OFFICE J

120

J 3

LIONAKIS 2017

AGENCY

CUSTODIAL

119

RESTROOM

118

STUDENT SERVICES

FACULTY OFFICE

108

107

106

105

116

FACULTY OFFICE

'1D'- 3

FACULTY OFFICE

115

114

FACULTY OFFICE

113

FACULTY OFFICE

112

111

110

109

3 A

TITLE

FLOOR PLAN - LIGHTING A

SHEET

5/15/2019 9:16:45 AM

017294

B.6

PNL '2D'

FACULTY OFFICE

117

FACULTY OFFICE

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

122

3 J

STORAGE

VET CENTER

123

MANAGEMENT

PNL '3D'

G A

100B

'1D'- 9 VIA 'LCC'

1 CONFERENCE

HALLWAY

os B

100C J

PLAN NORTH

1 E-121

FLOOR PLAN - LIGHTING 1/4" = 1'-0"

E-121

KEYED NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FEED TO FC/1 BELOW.

APP. 02-117123

0 1/4" 1/2"

INC:

REVIEWED FOR FLS

✔

07/03/2019

DATE:

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

I N E ER

REG I S T

PRO F E S S I ONA ED NO R. ROMA L I E17247 EXP. 6/30/18

EC TR I CA

O F CA L

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

ACS

✔

N I F OR

E SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE

DOAS 1 AC 1

770 DIAMOND AVE. RED BLUFF, CA 96080

WP #10

'2D'- 1,3,5

#10

'2D'- 19,21

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

WP '2D'- 7,9,11 3-#10, 1-#10

ACCU 1

CLIENT

VRF 1

'2D'- 13,15,17 3-#4, 1-#8

'2D'- 20

C.4 ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

PANEL '1D' (BELOW) MANAGEMENT

PANEL '2D' (BELOW)

B.6

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

AGENCY

TITLE

ROOF PLAN - POWER A

5/15/2019 9:16:46 AM

SHEET

1 E-133

ROOF PLAN - POWER 1/4" = 1'-0"

PLAN NORTH

E-133

SPACE AS REQUIRED FOR WIRE MANAGEMENT

COPPER PATCH PANEL

1" 0 1/4" 1/2"

FIBER OPTIC PATCH PANEL 40

PROVIDE (1) DUPLEX RECEPTACLE, NEMA 5-20R LEVITON OR EQUAL

WIRE MGMNT

COPPER PATCH PANEL 30

WIRE MGMNT

COPPER PATCH PANEL WIRE MGMNT

SPACE FOR FUTURE SWITCH

25 WIRE MGMNT

PROVIDE COVERPLATES SHOWN (BRASS)

07/03/2019

DATE:

SPACE FOR FUTURE SWITCH

2-POST RACK, TYPICAL

✔

COPPER PATCH PANEL 35

WIRE MGMNT

FLUSH FLOOR MOUNTING PLATE (BRASS)

ACS

✔

WIRE MGMNT

SPACE FOR FUTURE SWITCH

FLS

✔

25 COPPER PATCH PANEL WIRE MGMNT

7'-0"

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

DATA & TELEPHONE OUTLET STANDARD CONDUIT TAPPING UP TO 3/4"

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

MAXIMUM CONDUIT TAPPING w/ BUSHING UP TO 1"

MAXIMUM CONDUIT TAPPING w/o BUSHING UP TO 1 1/4"

consulting mechanical and electrical engineers

TOP VIEW

4 E-501

NONE

E-501

DATA RACK ELEVATION

PANEL ENCLOSURE PER PLAN

CONTROLLED RECEPTACLE PANEL

TEHAMA CENTER STUDENT SERVICE

BLK/WHT BLK

BLK RECEPTACLE CIRCUIT (PHASE A)

WHT RED/WHT

RED

Ø 120V

RED RECEPTACLE CIRCUIT (PHASE B)

WHT

WHT BLU/WHT

BLU

Ø 120V

BLU RECEPTACLE CIRCUIT (PHASE C)

WHT

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

WHT

TYPICAL 2x6 WALL STRUCTURAL MEMBERS

TO CONTROLLED RECEPTACLES TO UNCONTROLLED RECEPTACLES

ISSUED

NEUTRAL MAXIMUM 6'-6" AFF TO TOP OF ENCLOSURE

NEUTRAL

SECURE ENCLOSURE TO BLOCKING WITH 1/4" LAG BOLTS, 1-1/4" LENGTH - (2) AT EACH BLOCKING

20A SPDT RELAY, TYPICAL

120V

WHT

770 DIAMOND AVE. RED BLUFF, CA 96080

2x6 BLOCKING - SECURE WITH (3) 16d NAILS AT EACH END OF BLOCKING, TYPICAL INPUT CARD

120V

PROJECT

TO BYPASS TIMER

O F CA L

N I F OR

SEAL

FINISHED CEILING - MINIMUM 6'-3" AFF HEAD CLEARENCE

EC TR I CA

NONE

120V

NOTE: 1. VERTICAL WIRE MANAGEMENT IS NOT SHOWN. PROVIDE VERTICAL WIRE MANAGEMENT BETWEEN RACKS ON OUTSIDE OF EACH RACK. REFER TO SPECIFICATIONS FOR VERTICAL WIRE MANAGEMENT REQUIREMENTS. 2. PROVIDE EQUIPMENT TYPES AND QUANTITIES SHOWN AS A MINIMUM. REFER TO SPECIFICATIONS FOR ADDITIONAL EQUIPMENT REQUIREMENTS.

SIDE VIEW

FLUSH FLOOR BOX DETAIL

E17247 EXP. 6/30/18

MULTIPLE GANG FLOOR BOX. BOX SHALL BE OF CAST IRON, WATERTIGHT CONSTRUCTION. PROVIDE CONCRETE POUR CAP

I N E ER

ANCHOR TO FLOOR WITH 3/8" X 3-1/2" HILTI KWIK BOLT KB-TZ ANCHOR WITH NUT, FLAT WASHER AND LOCK WASHER, TYPICAL OF (4) PER RACK

EXTERIOR LEVELING SCREWS (TYP. 4)

FLUSH FLOOR MOUNTING PLATE w/ INTERIOR LEVELING SCREWS

PRO F E S S I ONA ED NO R. ROMA L I

REG I S T

FLOOR

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

PROVIDE COMPARTMENT BARRIERS, TYP.

COPPER PATCH PANEL

INC:

REVIEWED FOR

WIRE MGMNT

SPACE FOR FUTURE SWITCH

MAX LOAD CAPACITY, 1000 LBS

APP. 02-117123

WIRE MGMNT

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

TO CONTROLLED RECEPTACLES TO UNCONTROLLED RECEPTACLES NEUTRAL TO CONTROLLED RECEPTACLES TO UNCONTROLLED RECEPTACLES

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

PANEL WEIGHTS PANEL AMPS 100 225 400

WEIGHT 125 LBS 250 LBS 410 LBS

NEUTRAL

NOTES: B

ALL RELAYS ARE SHOWN IN THEIR NORMAL "DE-ENERGIZED" STATE.

CIRCUITS SERVING CONTROLLED RECEPTACLES SHALL HAVE TIME BASED CONTROLS IN ACCORDANCE WITH CA TITLE

BY PASS TIMER SHALL BE A NORMALLY OPEN CONTACT DEVICE. TIMER SHALL HAVE A MAXIMUM BYPASS TIME OF 2

ONLY (3) CONTROLLED CIRCUITS ARE SHOWN. ADDITIONAL CIRCUITS MAY BE SPECIFIED TO BE PROVIDED ON FLOOR

3X BLKG MIN

24, 130.5 (d)1. HOURS PER TITLE 24, 130.5 (d)1.

MANAGEMENT

PLANS. ADDITIONAL CIRCUITS SHALL BE WIRED SIMILARLY. 5.

5 E-501

PANEL SHALL BE ACUITY CONTROLS BLUE BOX, LEVITON EZ-MAX, WATT STOPPER LP SERIES OR EQUAL.

CONTROLLED RECEPTACLE WIRING DIAGRAM NONE

2 E-501

SURFACE MOUNTED PANEL ENCLOSURE ANCHORAGE DETAIL NONE

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

FINISHED ROOF

DISCONNECT SWITCH

ROOF JOIST, TYP.

WEATHERPROOF GFI RECEPTACLE, SECURE TO UNIT.

3/8" NUT WITH FENDER 1", TYPICAL WASHER AND LOCK WASHER.

5" MIN.

STRUCTURAL FRAMING 3/8"-20 ROD MEMBER, TYPICAL. LENGTH AS REQUIED.

SECURE ALL-THREAD TO ANGLE ABOVE WITH DOUBLE NUTS AND WASHER (NUT ALSO AT BOTTOM), TYPICAL. TYPICAL 3/8"ø HANGER ROD, 2X4 WOOD BLOCKING LENGTH AS REQUIRED.

FINISHED ROOF

CABLE TRAY

TITLE

TRAY TO SECURECABLE ALL-THREAD SUPPORT BRACKET WITH DOUBLE NUTS AND LOCK 3/8" DOUBLE NUT WASHER

PENETRATE THRU CURB OF HVAC UNIT, TYPICAL.

CABLE TRAY CENTER BRAKET, SPACED SUPPORT BRACKET, 4'-0" ON CENTER, MAX. MAX. SPACED 4'-0" CENTER,

SADDLE & STRAP AS REQUIRED BRANCH CIRCUIT PER PLANS

2. MAXIMUM WEIGHT OF CABLE TRAY IS 100 LB/FT.

6 E-501

CABLE TRAY HANGING DETAIL NONE

DETAILS

J-BOX, SECURE TO STRUCTURE

NOTES: 1. PROVIDE PROVIDE ROD STIFFENERS ONAS ALLREQUIRED RODS OVERPER ROD STIFFINERS 4'-0" IN LENGTH. DETAIL 9/M-502STIFFENERS SHALL BE NO MORE THAN 6" FROM BLOCKING AND 6" FROM TRAY.

5/15/2019 9:16:46 AM

AGENCY

MECHANICAL UNIT

SECURE 1/8"Lx2x2x6"LONG TO WEB STIFFENERS WITH (2) 1/4"ø THRU BOLTS, NUTS & WASHERS.

5" MIN.

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

3 E-501

ROOF RECEPTACLE TO MECH UNIT W/ DISCONNECT AND J-BOXES NONE

SHEET

E-501

017294 LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR

TYPICAL - (2)16d NAILS @ EACH END OF BLOCKING CONDUIT PER PLAN CONDUIT TO FLEX ADAPTER FLEXIBLE CONDUIT 2X4 WOOD BLOCKING

ACS

✔

07/03/2019

DATE:

#12 HANGER WIRE @WIRE EA. CORNER OF FIXTURE, EXTRA #12 HANGER @ EA. CORNER OF ATTACHED TO FIXTURE W/ BODY (2) 1/8"W/(2) x 3/4"1/8" FIXTURE, ATTACHED TO BODY FIXTURE BOLTE, NUTS, LOCK WASHERS BRACKETWITH OR POP RIVITS & BRACKET OR TAB &PROVIDED TAB PROVIDED WITH SECURE TO TO FIXTURE. SECURE TO FIXTURE. STRUCTURE SIMILAR STRUCTURE SIMILAR TO CEILING SYSTEM. CEILING SYSTEM.

CEILING TYP. STRUCTURAL FRAMING (4)#10x1 1/4" WOOD SCREWS

J-BOX AT FEED END ONLY

FASTEN TO BLOCKING IN CEILING WALL. FASTEN TO OR (E) WALL STUD USING IDENTICAL USE IDENTICAL MEANS MEANS AS INDICATED AS INDICATED IN THISIN THIS DETAIL. DETAIL.

SCREW PROVIDED WITH CLAMP. CEILING & "T-BAR" SUSPENSION (SEE ARCHITECTURAL DRAWINGS.)

1/4"x3/4" WITH 1/4" x 3/4" LAGSCREWS SCREWS WITH 1" LAG WOOD SCREWS W/ WASHERS. 3/4" MIN. PENETRATION. SECURE FIXTUREBOX WITHWITH MIN.MIN. OF (6) OUTLET OF SCREWS. (4) SCREWS.

CONSULTANT

TYP. STRUCTURAL FRAMING

PETERS

1/4"x1 LAG SCREWS WITH (2) #8 x1/2" 1" MACHINE SCREWS WASHERS. 1 1/2" MIN. THROUGH FIXTURE MOUNTING PENETRATION. SECURE PLATE INTO OUTLET BOX RING FIXTURE WITH MIN. MOUNTING HOLES. OF (6) SCREWS TO WALL STUDS

FURNISH & INSTALL 4X6 WOOD BLOCKING BETWEEN WALL STUDS (4) #10 WOOD SCREWS AT EACH END LENGTH AS REQUIRED

engineering

consulting mechanical and electrical engineers

4x OUTLET BOX FIXTURE PER PLAN

BOX EXTENSION RING

SUSPENDED LINEAR FIXTURE MTG. DETAIL

NONE

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

E-502

WALL MOUNTED FIXTURE DETAIL

PRO F E S S I ONA ED NO R. ROMA L I

I N E ER

E-502

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

NONE

FINISH WALL

BLOCKING BETWEEN STUDS PROVIDE 2 x 6 BLOCKING w/ SIMPSON U24 @ EA. END

E17247 EXP. 6/30/18 TA

E-502

LAY-IN FIXTURE MOUNTING DETAIL

1/8" AIRCRAFT CABLE - LENGTH AS REQUIRED - SECURE AT "EYE" WITH CABLE COMPRESSION CLAMPS (2) CRIMPS MINIMUM CLOSED LAG "EYE" SCREW - 5/16" DIA. 2" LENGTH IN 2X4 BLOCKING

CONDUIT PER PLANS

LIGHTING FIXTURE

PENDANT PENDANT LIGHT LIGHT FIXTURE FIXTURE NOTES: NOTES: 1. 1. PENDANT PENDANT LIGHTING LIGHTING FIXTURES FIXTURES SHALL SHALL BE BE FREE FREE TO TO SWING SWING AA MINIMUM MINIMUM OF OF 45° 45° FROM FROM THE THE VERTICAL VERTICAL IN IN ALL ALL DIRECTIONS DIRECTIONS WITHOUT WITHOUT CONTACTING CONTACTING OBSTRUCTIONS. OBSTRUCTIONS. 2. IN TRANSVERSE DIRECTIONS 2. PROVIDE PROVIDE CABLES SWAY ARRESTORS AT PENDANT AT PENDANTATSUPPORTS ALL LIGHT FIXTURES SUPPORTS ALL LIGHTAT FIXTURES NOT NOT SATISFYING NOTE 1 ABOVE. SATISFYING NOTE 1 ABOVE.

FIXTURE BODY & DOOR.

AIRCRAFT CABLE

OR FASTEN (E) WALLIN FASTEN TO TO BLOCKING STUD USING IDENTICAL CEILING OR WALL. USE MEANS AS INDICATED IDENTICAL MEANS AS IN THIS DETAIL.IN THIS INDICATED DETAIL.

NONE

EC TR I CA

O F CA L

AIRCRAFT CABLE

CANOPY MOUNTING PLATE W/1/4"-20 ROD CABLE RETAINER LEVELING FITTING

T-BAR SAFETY CLIPS SNAP-ON SEISMIC FIXTURE CLAMPS FOR HOLD-DOWN TO SECURE MECHANICAL CLIP ATTACHMENT TO TROFFER TO "T-BAR". PROVIDE (2) @ T-BAR. CADDY #SFCLT, OR EQUAL. EA. END OF FIXTURE.

CONDUIT PER PLANS

CANOPY MOUNTING PLATE W/1/4"-20 ROD CABLE RETAINER

REG I S T

GRID SUPPORT WIRES, N.I.E.S.

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

N I F OR

SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE FIXTURE SUPPORT BY GENERAL CONTRACTOR. PROVIDE 2x6 WOOD BLOCKING BETWEEN STRUCTURAL MEMBERS AND SECURE WITH MINIMUM OF (2) 16d NAILS EACH END.

CEILING SUPPORT WIRES BY CEILING INSTALLER, TYPICAL.

CONDUIT PER PLANS

770 DIAMOND AVE. RED BLUFF, CA 96080

CEILING FRAMING PER STRUCTURAL PLANS BLOCKING BETWEEN CEILING FRAMING. PROVIDE 2x4 WITH SIMPSON #U24 AT EACH. MOUNT WITH NAILS OR SCREWS SIZED PER MANUFACTURER'S REQUIREMENTS. PROVIDE AT FIXTURE MOUNTING HOLE.

SUPPORT WIRES BY ELECTRICAL CONTRACTOR, TYPICAL.

ROOF

CONDUIT PER PLAN

PROVIDE BAR HANGER W/ 1-1/4" WOOD SCREWS & RETAINER CLIPS

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

JUNCTION BOX. SECURE TO BLOCKING WITH MINIMUM OF (4) #10 WOOD SCREWS. ROOF WOOD STRUCTURAL MEMBER

ISSUED

MARK TYPICAL FIXTURE TYP 'F' & 'FE'. 3/8" DIA. RIGID STEM AND CANOPY WITH 45° SWIVEL.

CONDUIT PER PLAN LAY-IN CEILING GRID BY CEILING INSTALLER, TYPICAL.

8 E-502

WALKWAY CANOPY PENDANT NONE

1/4" ɸ x 3" LAG SCREW WITH FLAT WASHER, (1) @ EACH END OF 4' FIXTURE. FOR 8' FIXTURE, SECURE AT EACH END AND CENTER.

5 E-502

FINISHED CEILING LIGHTING FIXTURE PER PLAN

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

OUTLET BOX & EXTENSION RING, AS REQUIRED.

FIXTURE PER PLAN

T-BAR MOUNTED FIXTURE DETAIL

NONE

E-502

SURFACE MOUNTED FIXTURE DETAIL NONE

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

WRAP SAFETY CABLE AROUND 2 x 4 BLOCKING AND SECURE WITH CABLE COMPRESSION CLAMP

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

SIMPSON H1 TIE. CONNECT TO BLOCKING WITH #9 x 1-1/2" SIMPSON SD SCREWS. ALL HOLES TO BE FILLED, TYP.

A MINIMUM OF (2) SUPPORT WIRES AT OPPOSITE CORNERS OF EACH LIGHT FIXTURE. ELECTRICAL CONTRACTOR SHALL COORDINATE FIXTURE LOCATIONS WITH THE CONTRACTOR.

FLEX CONDUIT WITH ALL NECESSARY FITTINGS TO J-BOX PER PLANS. PROVIDE #12 BRANCH WIRING & #12 GROUND BOND TO LIGHT FIXTURE. 1" #6 WOOD SCREWS (TYP. FOR 4)

2"x4" BLOCKING

(3) 16d NAILS AT EA. END

BRANCH CCT. PER PLANS

CEILING

REFER TO SUSPENDED LINEAR FIXTURE MTG. DETAIL 4/E-502 FOR BLOCKING, FIXTURE SUPPORT AND POWER FEED INFORMATION. TYPICAL FOR POWER AND NONPOWER FEED ENDS OF FIXTURE.

3/16" AIRCRAFT CABLE - LENGTH AS REQUIRED. PROVIDE AT BOTH ENDS OF FIXTURE.

SCREW PROVIDED WITH CLAMP

LAY-IN LIGHT FIXTURE PER PLAN

MAIN T-BAR RUNNERS, TYPICAL

CROSS T-BAR, TYPICAL

SEISMIC FIXTURE CLAMPS ADJUSTABLE "T-BAR" LOCKFOR CLIP FOR MECHANICAL ATTACHMENT OF POSITIVE ATTACHMENT OF FIXTURE FIXTURE T-BAR. CADDY TO T-BAR.TOPROVIDE (2) @ EACH END #SFCLT, OR EQUAL. OF FIXTURE.

6 E-502

T-BAR FIXTURE MOUNTING DETAIL NONE

CEILING JOIST

2"x10" CEILING JOIST @ 24"O.C.

4" J-BOX AT FEED

GRID SUPPORT BY OTHERS

CEILING FIXTURE MOUNTING STEM 14 GA. STL. MT'G. STRAP (STRAP SHALL NOT BE VISABLE) FIXTURE HOUSING 45° MIN. SWAY, ALL DIRECTIONS

CANOPY ATTACH SAFETY CABLE TO FIXTURE. WRAP CABLE THROUGH 3/16" AIRCRAFT MOUNTING HOLES CABLE IN FIXTURE ATTACH TO BODY. HOUSING AND FIXTURE SECURE WITH CABLE COMPRESSION CLAMP FIXTURE MOUNTING STEM

TITLE

DETAILS

FEED POINT

CEILING TILE, TYPICAL

5/15/2019 9:16:46 AM

2 x 4 BLOCKING

3 E-502

SUSPENSON WITH 2X4 BLOCKING FEED POINT SUSPENDED FIXTURE SAFETY CABLE DETAIL DETAIL NONE

SHEET

E-502

017294 LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR FLS

✔

ACS

✔

07/03/2019

DATE:

LED LIGHTING FIXTURE(S)

NEUTRAL

DW-311 OCCUPANCY SENSOR DIMMING WALL SWITCH GRY VIO

VIO

RED

WHT

BLK

YEL

BLK

CONSULTANT

REMOTE SWITCH (WHERE SHOWN ON PLANS)

MAIN SWITCH

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

EARTH GROUND

PETERS

engineering

NOTES: 1. DESIGN AND PART NUMBERS ARE BASED ON WATTSTOPPER PRODUCTS U.O.N. SUBSTITUTIONS OF PRODUCTS OF EQUAL QUALITY AND PERFORMANCE MAY BE SUBMITTED. 2. PROGRAM VACANCY SENSORS IN ROOMS TO BE MANUAL-ON/AUTO-OFF 3. PROVIDE SWITCH COLOR(S) AS SELECTED BY ARCHITECT. 4. ALL WIRING SHALL BE INSTALLED IN CONDUIT.

ER REG I S T

I N E ER

E-503

DIMMING OCC SENSOR WALL SWITCH WIRING

PRO F E S S I ONA ED NO R. ROMA L I

consulting mechanical and electrical engineers

E17247 EXP. 6/30/18

NONE S

EC TR I CA

O F CA L

EARTH GROUND

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

DW-311 OCCUPANCY SENSOR DIMMING WALL SWITCH GRY

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

HOT

N I F OR

SEAL

LED 0-10V LIGHTING FIXTURE(S)

PROJECT

C LMDC-100 LMDC-100 OCCUPANCY SENSOR NEUTRAL

WHT

HOT

BLK GRN

LMDM-101 DIMMER WALL SWITCH

LMRC-211 1 LOAD DIMMING ROOM CONTROLLER

TEHAMA CENTER STUDENT SERVICE 770 DIAMOND AVE. RED BLUFF, CA 96080

RED

3 GRY VIO

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

EARTH GROUND

TO ADDITIONAL LIGHTING ROOM CONTROLLER (WHERE REQUIRED) NETWORK CABLE FROM LIGHTING CONTROL PANEL OR PREVIOUS LIGHTING ROOM CONTROLLER

LMRJ SERIES PRE-TERMINATED CABLES OR CAT5e. FREE TOPOLOGY & SPLITTER ACCEPTABLE

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

NOTES: 1. ALL ROOM CONTROLLERS SHALL BE NETWORKED TO BUILDING CONTROL PANEL. 2. DESIGN AND PART NUMBERS ARE BASED ON WATTSTOPPER PRODUCTS U.O.N. 3. PROGRAM VACANCY SENSORS IN ROOMS TO BE MANUAL ON/AUTO OFF 4. PROVIDE SWITCH COLOR(S) AS SELECTED BY ARCHITECT. 5. ALL WIRING, EXCEPT CAT5E CABLES, SHALL BE INSTALLED IN CONDUIT.

2 E-503

TYP. 1-ZONE LIGHTING WIRING DIAGRAM NONE

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

LED 0-10V LIGHTING FIXTURE(S)

0-10V DIMMER INPUTS TO REMAIN UNCONNECTED. FIXTURE WILL OPERATE AT FULL BRIGHTNESS.

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

LMDC-100 OCCUPANCY SENSOR NEUTRAL

WHT

HOT

BLK

LMSW-101 WALL SWITCH

LMRC-211 1 LOAD DIMMING ROOM CONTROLLER RED

GRN

GRY VIO

EARTH GROUND

OUTPUTS TO REMAIN UNCONNECTED.

TO ADDITIONAL LIGHTING ROOM CONTROLLER (WHERE REQUIRED)

LMRJ SERIES PRE-TERMINATED CABLES OR CAT5e. FREE TOPOLOGY & SPLITTER ACCEPTABLE

NETWORK CABLE FROM LIGHTING CONTROL PANEL OR PREVIOUS LIGHTING ROOM CONTROLLER

TITLE

DETAILS

5/15/2019 9:16:47 AM

3 E-503

NON-DIMMING LIGHTING WIRING DIAGRAM NONE

SHEET

E-503

017294 LIONAKIS 2017

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR

ACS

✔

07/03/2019

DATE:

(E)UTILITY METER

(E) UNDERGROUND PULL SECTION

PROVIDE PLACARD AT THE MAIN DEVICE LISTING THE AVAILABLE FAULT CURRENT FROM THE UTILITY. INCLUDE THE DATE PROVIDED PER CEC 110.24.

(E) 1600/3

(E) MAIN SWITCHBOARD 'MSB' 1600A BUS, 120/208V, 3∅, 4W

(E) 125/2

/3 1200AF 400AT

PANEL '2D'

Total Load: Total Amps:

29955 VA 251 A

27177 VA 226 A

150 A PANEL '3D'

11597 15820 27993 VA 234 A

SPARE

(E)(2)4"C., PULL 8#350KCMIL CU

THWN CU + 1#1 THWN CU GND

(E)(2)4"C., E/W 4#400MCM

THWN CU + 1#1 THWN CU GND

consulting mechanical and electrical engineers

+ 1#2/0 CU GND IN EACH

(2)4"C., 8#350KCMIL CU

THWN CU + 1#1 THWN CU GND

(E)(2)4"C., E/W 4#400MCM

THWN CU + 1#1 THWN CU GND

(E)(2)4"C., E/W 4#400MCM

(E) PANEL '1B' BLDG 2

(E) PANEL '1C' BLDG 3

PRO F E S S I ONA ED NO R. ROMA L I E17247 EXP. 6/30/18 TA

EC TR I CA

O F CA L

N I F OR

SEAL

PANEL '1D'

#3/0 CU GND

(E) #3/0 UFER GND

(E) PANEL '2A' BLDG 1

(E) PANEL '2B' BLDG 2

PROJECT

(E) PANEL '2C' BLDG 3

PANEL '3D'

TEHAMA CENTER STUDENT SERVICE

+ 1#4 CU GND

SCIENCE BLDG

(E) PANEL '1A' BLDG 1

3"C., 4#350KCMIL CU

SPARE SPARE SPARE SPARE SPARE SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE

(E) PANEL

CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

+ 1#4 CU GND

Circuit Description

3"C., 4#350KCMIL CU

Trip 20 A 20 A 20 A 20 A 20 A 20 A -------------

+ 1#4 THWN CU GND

576

Poles 1 1 1 1 1 1 -------------

(E) 3"C., 4#350MCM THWN CU

+ 1#4 THWN CU GND

Poles A B 1 278 0 1 1361 0 1 1 1688 0 1 548 0 1 -0 0 -0 0 --0 0 -0 0 --0 0 -0 0 --0 0 -0 0 -13514 14500 11675 13600 150 A 3

(E) 3"C., 4#350MCM THWN CU

Trip 20 A 20 A 20 A 20 A 20 A 20 A -------------

+ 1#4 THWN CU GND

Circuit Description LIGHTS-118,119,120,121 LIGHTS- SOUTH LIGHTS- NORTH WEST LIGHTS- NORTH EAST LIGHTS- EXTERIOR SPARE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE SPACE

CU + 1#2 THWN CU GND

(E) 4"C., 4#600MCM THWN

A.I.C. Rating: 22kA Mains Type: MLO Mains Rating: 400 A MCB Rating:

Notes:

CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41

PETERS

EXISTING UNDERGROUND PULL BOX

(E) 3"C., 4#350MCM THWN CU

Volts: 120/208 Wye Phases: 3 Wires: 4

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

Location: CUSTODIAL 119 Supply From: Mounting: Surface Enclosure: 1

CONSULTANT

engineering

(E) #3/0 COPPER BOND TO BLDG STEEL

Branch Panel: 1D

(E) PFB/3

I N E ER

(E) #3/0 COPPER BOND TO GAS PIPE

(E) PFB/3

(E) #3/0 COPPER BOND TO COLD WATER PIPE

(E)(2)4"C., E/W 4#400MCM

(E) PG&E PAD MOUNTED TRANSFORMER

(E) 4"C., 4#600MCM THWN

(E) UFER GND. 20' OF #3/0 BARE COPPER ENCASED IN 3" OF CONCRETE.

(E) PG&E PRIMARY SERVICE

CU + 1#2 THWN CU GND

SPARE

(E) PFB/3

(E) 150/2

(E) 400/3

REG I S T

(E) 400/3

(E) 800/3

+ 1#2/0 CU GND IN EACH

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

770 DIAMOND AVE. RED BLUFF, CA 96080

PANEL '2D'

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ONE LINE DIAGRAM

1 E-601

NONE

Legend:

Load Classification HVAC Lighting Lighting - Dwelling Unit Other Power Receptacle

Connected Load 26042 VA 3390 VA 917 VA 520 VA 10523 VA 43780 VA

Demand Factor 100.00% 125.00% 125.00% 125.00% 100.00% 61.42%

Estimated Demand 26042 VA 4238 VA 1146 VA 650 VA 10523 VA 26890 VA

Panel Totals ISSUED

Total Conn. Load: Total Est. Demand: Total Conn.: Total Est. Demand:

85124 VA 69430 VA 236 A 193 A

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

KEYED NOTES: 1

Notes:

PROVIDE METERING TO RECORD AND MONITOR REAL TIME AND PEAK POWER DEMAND IN KW AND ENERGY USE IN KWH.

Branch Panel: 3D Location: Supply From: Mounting: Enclosure:

Branch Panel: 2D Location: Supply From: Mounting: Enclosure:

Volts: 120/208 Wye Phases: 3 Wires: 4

CUSTODIAL 119 1D Surface 1

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

Trip

Poles

A 876

DOAS-1

15 A

A.I.C. Rating: 22kA Mains Type: MLO Mains Rating: 250 A MCB Rating:

876 2664

AC-1

30 A

1500

2664 5016

70 A

601

5016

1018 5016

20 A

SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPACE

20 A 20 A 20 A 20 A 20 A 20 A 20 A --

1 1 1 1 1 1 1 --

SPACE

--Total Load: Total Amps:

0 0 0 0

0 0

360

360 0

601

1018

ACCU-1

2080

2664 VRF-1

Poles

1500 876

Load Classification HVAC Other Power Receptacle

A.I.C. Rating: 22kA Mains Type: MLO Mains Rating: 400 A MCB Rating:

MANAGEMENT

0 0

13514 VA 113 A

11675 VA 97 A

0 0 11597 VA 97 A

Trip

Circuit Description

20 A EWH-1

30 A IEWH-2

20 A BSB-1 + FC-Z09-Z17

20 A BSB-2 + FC-Z01-Z08

1 1 1 1 1 1 1 1 1 1 --

20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A --

SPACE

EF-1 RECEPTS- ROOF SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPARE SPACE

Connected Load 26042 VA 360 VA 10023 VA 360 VA

Demand Factor 100.00% 125.00% 100.00% 100.00%

Estimated Demand 26042 VA 450 VA 10023 VA 360 VA

CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42

CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 49 51 53

Circuit Description RECEPTS-100A, 120, 119, 118 RECEPTS- 108 RECEPTS-107 RECEPTS-106 RECEPTS-105 RECEPTS-109 RECEPTS-110 RECEPTS-111 RECEPTS-112 RECEPTS-113 RECEPTS-114 RECEPTS-115 RECEPTS-116 RECEPTS-117 RECEPTS-122 RECEPTS-150 RECEPT-IDF 121 EAST RECEPT-IDF RACK RECEPT-IDF 121 SOUTH RECEPT-IDF 121 WEST SIGNAGE TV, SARS TV, 100 PROJECTOR 101, TV 102 100 EAST WALL PCs CENTER 100 SPARE SPARE SPARE

Trip Poles 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 20 A 1 Total Load: Total Amps:

A 1080

B 540 1080

1080

1260

1080

900

1080

360

1080

1000

540

1440

500

1260

720

0 720

1080

900 360

1000

900

1080 360

360

1080

1080 1080

720

1000

1440 1080

1080

1260

900 1260

1080

1000

1080 1080

1080

0 0

14500 VA 122 A

13600 VA 113 A

0 0 15820 VA 133 A

Poles 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Trip 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A 20 A

Circuit Description COUNTER PCS-100A COPIER-100A COPIER-100A COMPUTERS-100 SPARE RECEPTS-101 SOUTH RECEPTS-101 NORTH RECEPTS-103 RECEPTS-104 RECEPTS-102 RECEPTS-131 RECEPTS-129 RECEPTS-127 RECEPTS-125 RECEPTS-126 RECEPTS-128 RECEPTS-130 RECEPTS-132 RECEPTS-124 RECEPTS-123 SOUTH RECEPTS-123 NORTH FIRE SPRINKLER BELL * FIRE ALARM POWER SUPPLY * TEMP CONTROL PANEL SPARE SPARE SPARE

Legend:

Notes: 5/15/2019 9:16:47 AM

Circuit Description

Volts: 120/208 Wye Phases: 3 Wires: 4

Notes:

CKT 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41

CUSTODIAL 119 1D Surface 1

Panel Totals Total Conn. Load: Total Est. Demand: Total Conn.: Total Est. Demand:

36785 VA 36875 VA 102 A 102 A

Load Classification Other Power Receptacle

CKT 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

AGENCY

TITLE

Connected Load 0 VA 500 VA 43420 VA

Notes: * PROVIDE BREAKER WITH RED HANDLE AND LOCK-ON DEVICE.

Demand Factor 0.00% 100.00% 61.52%

Estimated Demand 0 VA 500 VA 26710 VA

Panel Totals Total Conn. Load: Total Est. Demand: Total Conn.: Total Est. Demand:

43920 VA 27210 VA 122 A 76 A

ONE LINE DIAGRAM & PANEL SCHEDULES

SHEET

E-601

APP. 02-117123

0 1/4" 1/2"

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

INC:

REVIEWED FOR FLS

✔

ACS

✔

07/03/2019

DATE:

WEST PENN #244

(E) MDF IN BUILDING 1

EXISTING EMPTY 2" INT/SEC CONDUIT.

IDF 121 EXISTING UNDERGROUND PULL BOX, TYPICAL. REFER TO SITE PLAN FOR EXACT QUANTITIES

EXISTING EMPTY 2" INT/SEC CONDUIT.

EXISTING 2" CONDUIT STUB SIGNAL TERMINAL CABINET 'STC-4' 2" INT/SEC CONDUIT.

WEST PENN #224, TYPICAL

150

124

126

128

130

132

100

101

102

150

WEST PENN #244, TYPICAL

150

122

123

124

151

100D

100

101

100B

150

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

CONSULTANT

124

126

128

130

132

100

102

WEST PENN #226

EXISTING INTRUSION ALARM PANEL

WEST PENN #226

PS 120

PETERS

engineering

B EXISTING 4" DATA CONDUITS.

consulting mechanical and electrical engineers

(2) 4" DATA CONDUITS.

NOTES: 1. PROVIDE (1) WEST PENN AQ #244 (KEYPAD), & (1) WEST PENN AQ #244 (DATA) BETWEEN EXISTING INTRUSION ALARM PANEL AND SIGNAL TERMINAL CABINET 'STC-4'. 2. DO NOT SPLICE CABLES. CABLES SHALL BE RUN CONTINUOUS FROM ALARM PANEL TO TERMINAL BLOCKS, TERMINAL BLOCKS TO DEVICES AND BETWEEN DEVICES. 3. CONNECT NEW CABLES TO EXISTING ALARM PANEL AND PROGRAM EXISTING ALARM PANEL AS REQUIRED FOR NEW DEVICE OPERATIONS. 4. REFER TO SPECIFICATIONS FOR EQUIPMENT REQUIREMENTS..

ONE LINE DIAGRAM - DATA NONE

1 E-602

E17247 EXP. 6/30/18 TA

NOTES: 1. PROVIDE (1) 24-FIBER SINGLEMODE OPR CABLE AND (1) 12-FIBER MULTIMODE OPR CABLE. FROM FIBER PATCH PANEL IN EXISTING MDF TO FIBER PATCH PANEL IN IDF 121. INSTALL CABLES IN 1" INNERDUCT THROUGH 4" CONDUITS. 2. REFER TO SPECIFICATIONS FOR EQUIPMENT REQUIREMENTS.

E-602

REG I S T

36-PORT FIBER OPTIC PATCH PANEL IN DATA RACK

I N E ER

NEW 36-PORT FIBER OPTIC PATCH PANEL. MOUNT IN EXISTING DATA RACK.

PRO F E S S I ONA ED NO R. ROMA L I

EXISTING 4" DATA CONDUITS.

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

EXISTING UNDERGROUND PULL BOX, TYPICAL. REFER TO SITE PLAN FOR EXACT QUANTITIES

EC TR I CA

O F CA L

WEST PENN #244, TYPICAL

(E) BUILDING 1 WORK ROOM

KP 100B

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

STORAGE 120

N I F OR

ONE LINE DIAGRAM - INTRUSION NONE

SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE 770 DIAMOND AVE. RED BLUFF, CA 96080 3 CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

STORAGE 120 WEST PENN #25290B, TYPICAL TO EACH SPEAKER 100

100A

100B

B 100D (E) BUILDING 1 WORK ROOM EXISTING UNDERGROUND PULL BOX, TYPICAL. REFER TO SITE PLAN FOR EXACT QUANTITIES

EXISTING EMPTY 2" INT/SEC CONDUIT.

101

EXISTING 2" CONDUIT STUB SIGNAL TERMINAL CABINET 'STC-4' 2" INT/SEC CONDUIT.

EXISTING SIGNAL TERMINAL CABINET 'STC-1'

123

124

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

AGENCY

150

SOUTH

WEST

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

NORTH

EAST

NOTES: 1. PROVIDE (1) 25-PAIR #22AWG OUTSIDE PLANT TELEPHONE CABLE BETWEEN EXISTING SIGNAL TERMINAL CABINET 'STC-1' AND SIGNAL TERMINAL CABINET 'STC-4'. 2. DO NOT SPLICE CABLES. CABLES SHALL BE RUN CONTINUOUS BETWEEN TERMINAL BLOCKS IN SIGNAL TERMINAL CABINETS AND FROM TERMINAL BLOCKS TO DEVICES. 3. TERMINATE ALL CABLE PAIRS ON PUNCHDOWN TERMINAL BLOCKS, INCLUDING SPARES. PROVIDE NEW PUNCHDOWN TERMINAL BLOCKS AS REQUIRED FOR CABLE TERMINATIONS. 4. CROSS-CONNECT NEW CABLE PAIRS TO EXISTING SPARE PAIRS IN 'STC-1' AS REQUIRED TO OPERATE NEW DEVICES. 5. CONNECT CABLES AND PROGRAM EXISTING INTERCOM SYSTEM AS FOLLOWS: 5.1. EACH INTERIOR SPEAKER TO BE ON AN INDEPENDENT ZONE. 5.2. EXTERIOR SPEAKERS TO BE GROUPED AS A ZONE. 5.3. ADD NEW SPEAKERS INTO EXISTING ALL CALL, ZONE PAGING AND TIME BASED PROGRAMS AS DIRECTED BY DISTRICT. 6. REFER TO SPECIFICATIONS FOR EQUIPMENT REQUIREMENTS.

2 E-602

TITLE

ONE LINE DIAGRAM

ONE LINE DIAGRAM - INTERCOM NONE

5/15/2019 9:16:48 AM

SHEET

E-602

NL NO, # NTS OC. P PB PFB PFCT

THE FOLLOWING IS A BRIEF DESCRIPTION OF THE SCOPE OF WORK FOR THIS PROJECT. IT IS GENERAL IN NATURE AND DOES NOT CONSTITUTE ALL THAT IS TO BE DONE NOR DOES IT INDICATE THE SEQUENCE OF INSTALLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLETE THE WORK IDENTIFIED IN THE PLAN DOCUMENTS. 1.

2. 3. 4.

EXTEND EXISTING FIRE ALARM SYSTEM TO NEW BUILDING WITH CIRCUITS AS FOLLOWS: 1.1. SIGNALING LINE CIRCUITS SHALL BE CLASS B, LEVEL 1 1.2. INITIATING DEVICE CIRCUITS SHALL BE CLASS B, LEVEL 1 1.3. NOTIFICATION APPLIANCE CIRCUITS SHALL BE CLASS B, LEVEL 1. PROVIDE AUTOMATIC INITIATION DEVICES THROUGHOUT THE BUILDING. PROVIDE FIRE SPRINKLER WATER FLOW AND TAMPER SWITCH MONITORING. PROVIDE NOTIFICATION CIRCUIT EXTENDER PANEL TO POWER AUDIBLE/VISUAL CIRCUITS THROUGHOUT THE BUILDING.

EXISTING FIRE ALARM CONTROL PANEL

FACP

FIRE ALARM SYSTEM NOTES

PRIOR TO ORDERING AND INSTALLATION THE FIRE ALARM SYSTEM AND ASSOCIATED EQUIPMENT PREPARE AND SUBMIT A COMPLETE SUBMITTAL PACKAGE COMPLETE WITH DETAILED SHOP DRAWINGS (INCLUSIVE OF CALCULATIONS AND POINT BY POINT WIRING DIAGRAMS), CUT SHEETS AND COPIES OF THE APPROVED CALIFORNIA STATE FIRE MARSHAL LISTINGS FOR EACH COMPONENT OF THE SYSTEM TO BE INSTALLED.

AIM

NOTIFIER

NFS2-640

7165-0028:0243

ADDRESSABLE NOTIFICATION CIRCUIT EXTENDER PANEL PANEL CABINET 12V, 7AH BATTERIES

NOTIFIER NOTIFIER VARIES

ACPS-610 CAB-PS1 VARIES

7315-0028:0248 N/A N/A

ADDRESSABLE SMOKE DETECTOR DETECTOR BASE

NOTIFIER SYSTEM SENSOR

FSP-851 B210LP

7272-0028:0206 7300-1653:0109

ADDRESSABLE MULTI-CRITERIA FIRE/CO DETECTOR DETECTOR SOUNDER BASE

NOTIFIER SYSTEM SENSOR

FCO-851 B200S

7275-0028:0264 7300-1653:0213

ADDRESSABLE DUAL ACTION MANUAL PULL STATION METAL SURFACE BACKBOX

NOTIFIER NOTIFIER

NBG-12LX SB-10

7150-0028:0199 N/A

ADDRESSABLE DUCT DETECTOR HOUSING ADDRESSABLE SMOKE DETECTOR ADDRESSABLE OUTPUT RELAY MODULE

NOTIFIER NOTIFIER NOTIFIER

DNR FSP-851 FRM-1

3242-1653:0209 7272-0028:0206 7300-0028:0219

ADDRESSABLE DUAL INPUT MODULE

NOTIFIER

FDM-1

7300-0028:0219

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

AOM

ADDRESSABLE OUTPUT RELAY MODULE

NOTIFIER

FRM-1

7300-0028:0219

ADDRESSABLE ISOLATION MODULE

NOTIFIER

ISO-X

7300-0028:0261

WALL MOUNTED MULTI-CANDELA HORN/STROBE (X = CANDELA SETTING)

WHEELOCK

HSR

7125-0785:0168

WALL MOUNTED MULTI-CANDELA STROBE ONLY (X = CANDELA SETTING)

WHEELOCK

STR

7125-0785:0168

WALL MOUNTED EXTERIOR HORN WEATHERPROOF BACKBOX

WHEELOCK WHEELOCK

AH-24WP-R WBB-R

7125-0785:0131 N/A

FIRE SPRINKLER RISER

FURNISHED BY FIRE SPRINKLER CONTRACTOR

FIRE SPRINKLER RISER WATERFLOW SWITCH

FURNISHED BY FIRE SPRINKLER CONTRACTOR

FIRE SPRINKLER RISER TAMPER SWITCH

FURNISHED BY FIRE SPRINKLER CONTRACTOR

FIRE SPRINKLER RISER WATERFLOW BELL

FURNISHED BY FIRE SPRINKLER CONTRACTOR

ANY DISCREPANCIES IN THE DRAWING SET WITH APPLICABLE CODES OR RECOGNIZED STANDARDS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO ORDERING AND INSTALLING EQUIPMENT.

INFORMATION SHOWN ON THESE PLANS RELATING TO THE EXISTING FIRE ALARM SYSTEM HAS BEEN OBTAINED FROM THE ORIGINAL AND "AS BUILT/RECORD" DRAWINGS AND FROM FIELD OBSERVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL EXISTING WIRING AND RELATED CONDITIONS BEFORE PROCEEDING WITH THE EXECUTION OF WORK. MODIFICATIONS TO THE EXISTING WIRING SYSTEMS SHALL ENSURE CIRCUIT CONTINUITY TO ALL REMAINING EXISTING DEVICES OR EQUIPMENT ASSOCIATED WITH THE EXISTING REMAINING WIRING SYSTEM. A STAMPED SET OF APPROVED FIRE ALARM SHOP DRAWINGS SHALL BE KEPT ON THE JOB SITE AND USED FOR INSTALLATION. ANY DEVIATION FROM THE APPROVED DOCUMENTS, INCLUDING SUBSTITUTION OF DEVICES, SHALL BE APPROVED BY THE INSPECTOR OF RECORD. ALL DEVIATIONS SHALL BE MARKED-UP ON THE JOB SITE SET OF THE APPROVED DOCUMENTS. THE APPROVED DOCUMENTS SHALL BE KEPT UP-TO-DATE WITH ALL DEVIATIONS (INCLUDING CONDUIT/CABLE ROUTING CHANGES, WIRING CHANGES AND DEVICE ADDRESS CHANGES) AND SHALL BE USED AS REDLINES FOR THE FINAL AS AS-BUILT SET OF DRAWINGS.

WP H

UPON ACTIVATION OF ANY INITIATION DEVICE THE FIRE ALARM SYSTEM SHALL TRANSMIT AN ALARM OR SUPERVISORY SIGNAL TO THE MONITORING STATION OF THE OWNER'S CHOICE.

UPON RECEIPT OF ANY TROUBLE CONDITION THE FIRE ALARM SYSTEM SHALL TRANSMIT A TROUBLE SIGNAL TO THE MONITORING STATION OF THE OWNER'S CHOICE.

UNLESS SPECIFICALLY NOTED OTHERWISE, DUCT SMOKE DETECTORS SHALL BE PROVIDED BY THE FIRE ALARM CONTRACTOR AND INSTALLED BY THE MECHANICAL CONTRACTOR. DUCT DETECTORS SHALL BE INSTALLED IN COMPLIANCE WITH NFPA 72, 2016 EDITION SECTION 17.7.5.5.

FATC

FIRE ALARM TERMINAL CABINET

SPACE AGE

TCX - SIZE AS REQUIRED

7300-0553:0110

FAD

FIRE ALARM DOCUMENTS BOX

SPACE AGE

SSU00685 (ACE-11)

7300-0553:0110

11. TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dB ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, MEASURED 5 FT ABOVE THE FLOOR IN THE AREA REQUIRED TO BE SERVED BY THE SYSTEM USING THE A-WEIGHTED SCALE (dBA) (NFPA 72, 2016 EDITION SECTION 18.4.3.1) .

consulting mechanical and electrical engineers

PRO F E S S I ONA ED NO R. ROMA L I E17247 EXP. 6/30/18 TA

EC TR I CA

O F CA L

N I F OR

SEAL

PROJECT

TEHAMA CENTER STUDENT SERVICE

12. THE ALARM AUDIBLE SIGNAL PATTERN USED TO NOTIFY OCCUPANTS OF THE NEED TO EVACUATE (LEAVE THE BUILDING) OR RELOCATE (FROM ONE AREA TO ANOTHER) SHALL BE THE STANDARD ALARM EVACUATION SIGNAL CONSISTING OF A THREE-PULSE TEMPORAL PATTERN (NFPA 72, 2016 EDITION SECTION 18.4.2.1) . 13. VISUAL DEVICES SHALL NOT EXCEED 2 FLASHES PER SECOND AND SHALL NOT BE SLOWER THAN 1 FLASH EVERY SECOND. THE DEVICE SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN .0375 LUMENS PER SQUARE FEET AND MEET ADA COMPLIANCE. WHEN THERE IS MORE THAN TWO VISUAL APPLIANCES OR GROUPS OF SYNCHRONIZED VISUAL APPLIANCES WITHIN THE FIELD OF VIEW ALL APPLIANCES SHALL BE SYNCHRONIZED. 14. AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.1)

FLS

I N E ER

THE INSTALLATION OF THE FIRE ALARM SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: a. CODE OF FEDERAL REGULATIONS (CFR) b. AMERICAN NATIONAL DISABILITY ACT (ADA) c. ENVIRONMENTAL PROTECTION AGENCY (EPA) d. FEDERAL COMMUNICATIONS COMMISSION (FCC) e. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) f. UNDERWRITERS LABORATORIES INC. (UL) g. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) h. NATIONAL FIRE PROTECTION ASSOCIATION 72 (NFPA 72) WITH CALIFORNIA AMENDMENTS. i. CALIFORNIA ELECTRICAL CODE (CEC) j. CALIFORNIA BUILDING CODE (CBC) k. CALIFORNIA FIRE CODE (CFC) FIRE ALARM PACKAGE SHALL INCLUDE DETAILED SHOP DRAWINGS, CUT SHEETS, AND COPIES OF THE APPROVED CSFM (CALIFORNIA STATE FIRE MARSHAL) LISTINGS FOR DEVICES, PROGRAMING, COMMISSIONING, STARTUP, AND ONE YEAR OF MAINTENANCE AFTER THE INSTALLATION IS ACCEPTED AND SIGNED OFF BY THE INSPECTOR OF RECORD.

CSFM #

NEW DEVICES

MODEL #

DATE:

NAC

MANUFACTURER

EXISTING DEVICES

10. THE TOTAL SOUND PRESSURE LEVEL PRODUCED BY COMBINING THE AMBIENT SOUND PRESSURE LEVEL WITH ALL AUDIBLE NOTIFICATION APPLIANCES OPERATING SHALL NOT EXCEED 110 dBA AT THE MINIMUM HEARING DISTANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.2).

DESCRIPTION

REVIEWED FOR ✔

PH, Ø PLYWD PNL PR PVC (R) REQ'D RM RMC (RR) SPEC STC SQ SW TEL TTB TYP UG UON V WP WT W W/ XFMR &

FIRE ALARM SYSTEM COMPONENTS

INC:

ISO J-BOX KCMIL KVA KW LC LV MCM MECH MDP MH MISC MSB (N) NIC NIES

SHORT CIRCUIT CURRENT (RMS SYMMETRICAL) ISOLATED JUNCTION BOX THOUSAND CIRCULAR MILLS KILO VOLT AMP KILOWATT LIGHTING CONTROL PANEL LOW VOLTAGE THOUSAND CIRCULAR MILLS MECHANICAL MAIN DISTRIBUTION PANEL METAL HALIDE MISCELLANEOUS MAIN SWITCHBOARD NEW NOT IN CONTRACT NOT IN ELECTRICAL SECTION OF THESE PLANS & SPECS. NIGHT LIGHT NUMBER NOT TO SCALE ON CENTER POLE PULL BOX PROVISION FOR FUTURE BREAKER W/ MOUNTING HARDWARE PROVISION FOR FUTURE CURRENT TRANSFORMER PHASE PLYWOOD PANEL PAIR POLYVINYL CHLORIDE CONDUIT RELOCATE/RELOCATED REQUIRED ROOM RIGID METAL CONDUIT REMOVE AND REPLACE SPECIFICATION SIGNAL TERMINAL CABINET SQUARE SWITCH TELEPHONE TELEPHONE TERMINAL BOARD TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED VOLTS WEATHERPROOF WEIGHT WATT WITH TRANSFORMER AND

ISC

@ A AC A/C AF AFF AIC AT AWG BC BD BFC BRKR BLDG BPS C C/B CIRC CLG CO CONT CU CWP (D) DC DISC DP (E) EA EL ELEC EM EMT EOL EQUIP (ER) EWC EWH (F) FACP FAEP FTC FLUOR FT GA GFCI GND GP GYP HID HP HT HZ IMC IN

APP. 02-117123

SCOPE OF WORK

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

ABBREVIATIONS LIST

REG I S T

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

FIRE ALARM SYMBOLS LIST

770 DIAMOND AVE. RED BLUFF, CA 96080

HOMERUN TO PANELBOARD OR RESPECTIVE TERMINAL

CONCEALED CONDUIT RUN, SIZE AS REQUIRED EXISTING WORK SHOWN THE SAME AS NEW EXCEPT LIGHT & DASHED, UNLESS OTHERWISE NOTED

15. THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 Hz) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 Hz) THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.5.3.1) . X 16. WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES OR GROUPS OF SYNCHRONIZED APPLIANCES ARE IN THE SAME ROOM OR ADJACENT SPACE IN THE FIELD OF VIEW ALL APPLIANCES ARE REQUIRED SYNCHRONIZE TOGETHER (NFPA 72, 2016 EDITION SECTION 18.5.5.4.2) .

X 1

EXISTING ELECTRICAL EQUIPMENT TO BE REMOVED SYMBOL REFERING TO KEYED NOTE ON SAME SHEET

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

17. ADJUST AND INSTALL DEVICES TO MAXIMIZE PERFORMANCE AND MINIMIZE FALSE ALARMS. 18. T-TAP ONLY WHERE SHOWN ON THE DRAWINGS AND APPROVED BY THE MANUFACTURER'S DOCUMENTATION. 19. WHERE CONDUIT IS SPECIFIED OR REQUIRED BY CODE OR APPLICABLE STANDARDS FIRE ALARM CIRCUITS SHALL BE INSTALLED IN A MINIMUM OF 3/4" CONDUITS. CONDUIT FILL SHALL BE MAINTAINED PER THE APPLICABLE CEC.

CABLE SCHEDULE

20. PENETRATIONS THROUGH RATED ASSEMBLIES AND WALLS SHALL BE SEALED WITH A LISTED SYSTEM THAT IS EQUAL TO OR EXCEEDS THE RATING OF THE ASSEMBLY.

MARK

21. WIRING SHALL BE UL APPROVED AS DESIGNATED IN THE FIRE ALARM SYSTEM WIRING SCHEDULE OR THE MANUFACTURER'S INSTALLATION MANUAL. FIRE ALARM CABLES SHALL BE PROVIDED WITH RED PVC JACKET. WIRING INSTALLED UNDERGROUND SHALL BE LISTED FOR WET LOCATION. 22. WIRING PULLED THROUGH A JUNCTION BOX OR BACK BOX SHALL TERMINATE AT A DEVICE, SYSTEM PANEL OR TERMINAL CABINET WITH NO SPLICES. SIZE BOXES PER WIRE FILL AS DEFINED IN THE CEC. PROVIDE A MINIMUM OF 6” OF LEAD WIRE FROM THE BOX TO CONNECT EACH DEVICE. 23. FIRE ALARM CABLES/CONDUCTORS SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS. 24. FIRE ALARM DEVICES SHALL BE CLEARLY LABELED DESIGNATING THE DEVICE ADDRESS OR CIRCUIT AND DEVICE NUMBER. ADDRESSABLE DEVICE LABELS SHALL BE AFFIXED DIRECTLY TO THE DEVICE THAT CARRIES THE ADDRESS. LABELS SHALL BE LOCATED ON THE DEVICES SUCH THAT THEY ARE VISIBLE FROM THE FLOOR LEVEL. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS. 25. UPON COMPLETION OF INSTALLATION CONDUCT A TEST OF THE SYSTEMS OPERATION IN ACCORDANCE WITH NFPA 72, 2016 EDITION CHAPTER 14 IN THE PRESENCE OF THE ARCHITECT AND THE INSPECTOR OF RECORD. COMPLETE REQUIRED DOCUMENTATION IN ACCORDANCE WITH NFPA 72, 2016 EDITION CHAPTER 7. PROVIDE ORIGINAL TO INSPECTOR OF RECORD AND COPIES TO OWNER'S REPRESENTATIVE AND INSPECTOR OF RECORD.

26. THE INSPECTOR OF RECORD, AND THE OWNER'S REPRESENTATIVE SHALL RECEIVE FORTY EIGHT (48) HOURS NOTICE PRIOR TO THE DATE OF A FUNCTIONAL TEST AND FINAL INSPECTION. 27. THE INSPECTOR OF RECORD AND THE ARCHITECT SHALL RECEIVE ONE (1) WEEKS NOTICE FOR A FINAL PUNCH LIST WALK. 28. THE FIRE ALARM CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE SYSTEM ACCESS REQUIREMENTS WITH OTHER TRADES, SPECIFICALLY SERVICE ACCESS TO ALL DEVICE LOCATIONS. INITIATING DEVICES SHALL BE INSTALLED IN A MANNER THAT PROVIDES ACCESSIBILITY FOR PERIODIC INSPECTION TESTING AND MAINTENANCE (NFPA 72, 2016 EDITION SECTION 17.4.5). 29. THE FOLLOWING SHALL BE COMPLETED AND SUBMITTED TO THE ENGINEER FOR A FINAL TO BE GRANTED: a. AS-BUILT DRAWINGS, PROGRAMMING DOCUMENTS, SCHEMATICS (DEVICE & EQUIPMENT CUTSHEETS), AND MANUALS PER SPECIFICATIONS. PROVIDE SUCH DOCUMENTS IN PAPER FORM AND ON CD. b. A ½ SIZE LAMINATED POSTING OF THE AS-BUILT PRINTS AT THE FIRE ALARM CONTROL PANEL. c. TYPED RECORD OF COMPLETION PER NFPA 72. d. ITEMS ON A PUNCH LIST SHALL BE COMPLETE AND SIGNED OFF BY THE INSPECTOR OF RECORD. e. ACCEPTANCE OF THE FUNCTIONAL TEST SIGNED OFF BY THE INSPECTOR OF RECORD.

ISSUED

MANUFACTURER

DESCRIPTION

USAGE

N/A

2#14 THWN

INITIATION DEVICE CIRCUIT

N/A

2#14 THWN

NOTIFICATION APPLIANCE CIRCUIT

N/A

2#14 THWN

24V POWER

WEST PENN WIRE, OR EQUAL

#60980B, FPLP 18/2 UNSHIELDED

SIGNALING LINE CIRCUIT

WEST PENN WIRE, OR EQUAL

#AQC224, FPL 18/2 UNSHIELDED

SIGNALING LINE CIRUIT UNDERGROUND

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

NOTES: 1. ALL CABLES SHALL BE RUN IN CONDUIT. 2. ALL CABLES & WIRES SHALL TERMINATE AT TERMINALS. NO SPLICES. 3. ENDS OF STRANDED CABLES SHALL BE TWISTED AND SOLDERED.

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

30. ALL VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATERFLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY MONITORED VIA SUPERVISORY OR TAMPER SWITCHES WHERE THE NUMBER OF SPRINKLERS IS TWENTY OR MORE. 31. FINAL ACCEPTANCE TEST TO INCLUDE TESTING THE CONNECTION BETWEEN THE FIRE ALARM PANEL AND MONITORING STATION. 32. INSPECTION AND TESTING TO COMPLY WITH NFPA 72, CHAPTER 14 REQUIREMENTS, AND DOCUMENTED ON THE SYSTEM RECORD OF COMPLETION FORMS, FIGURES 7.8.2(a) THROUGH 7.8.2(f) AS APPLICABLE.

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

33. FIRE ALARM MANUAL PULL STATIONS SHALL MEET THE CALIFORNIA ACCESSIBILITY REQUIREMENTS OUTLINED IN THE CBC ("CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRED TIGHT-GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS OF FORCE"). 34. CBC 907.6.6.3 (SFM AMMENDMENT) REQUIRES FIRE ALARMS TO "TRANSMIT THE ALARM, SUPERVISORY AND TROUBLE SIGNALS TO AN APPROVED SUPERVISING STATION IN ACCORDANCE WITH NFPA 72. THE SUPERVISING STATION SHALL BE LISTED AS EITHER UUFX (CENTRAL STATION) OR UUJS (REMOTE & PROPRIETARY) BY THE UNDERWRITES LABORATORY INC. (UL) OR OTHER APPROVED LISTING AND TESTING LABORATORY OR SHALL COMPLY WITH THE REQUIREMENTS OF FM 3011". 35. DUCT SMOKE DETECTORS TO BE PROVIDED BY FIRE ALARM CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. FIRE ALARM CONTRACTOR TO WIRE DETECTORS INTO FIRE ALARM SYSTEM. WIRING FROM DUCT DETECTOR CONTACTS TO MECHANICAL UNITS FOR UNIT SHUTDOWN TO BE PROVIDED BY MECHANICAL.

TITLE

SYMBOLS NOTES & SCHEDULES

5/15/2019 9:18:18 AM

SHEET

FA-001

017294 LIONAKIS 2017

KEYED NOTES:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

LOCATE EXISTING 1-1/4"C., STUB AND EXTEND TO FIRE ALARM TERMINAL CABINET 'FATC' AS SHOWN. REFER TO ONE LINE DIAGRAM 1/FA-601 FOR CABLE REQUIREMENTS.

APP. 02-117123

REVIEWED FOR

INSTALL NEW CABL IN EXISTING FIRE ALARM CONDUIT. PULL PAST EXISTING CABLES WHERE POSSIBLE. REMOVE EXISTING CABLES AND REPLACE WITH NEW TO MATCH EXISTING REMOVED WHERE REQUIRED TO ADD NEW CABLE IN EXISTING CONDUIT. REFER TO ONE LINE DIAGRAM 1/FA-601 FOR CABLE REQUIREMENT.

CONNECT NEW CABLE TO EXISTING SIGNALING LINE CIRCUIT IN EXISTING PANEL.

(E)

ACS

✔

07/03/2019

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

D (E )

FLS

✔

DATE:

18 "

SD P

CONSULTANT

P SD 18"

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

consulting mechanical and electrical engineers

SS14

REG I S T

I N E ER

T JOIN (E)

ENG

PRO F E S S I ONA ED NO R. ROMA L I G

12 SS

NCH TRE

6 SD0

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

0 1/4" 1/2"

INC:

E17247 EXP. 6/30/18

W " D 3/4 (E)

EC TR I CA

O F CA L

N I F OR

S S13

SEAL 11 SS

) (E 4" SS P S= 0 03 0.

PROJECT

FW14

SD 8" (E)

TEHAMA CENTER STUDENT SERVICE

P 05

770 DIAMOND AVE. RED BLUFF, CA 96080

2 SD

SD 6" (E)

SD 8" (E)

(E) FIRE ALARM CONTROL PANEL IN RECORDS / ADMISSIONS OFFICE (A# = 02-109288)

( E)

2" ) 1 (E

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

SD05

P SS

ISSUED G2

(E)

) AIN E M RC (FO SSP

" ) 4 (E

MARK

15 SD

(E)

3 ING ILD 0 BU 98.0 ) E 2 ( = FF

06 SS

18" (E)

SDP

(E)

CLIENT P SD

ING ILD BU 7.80 9 =2 FF

DW 2"

(E)

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

FW 01

W 6"

DATE 01/04/2019 05/17/2019

P SD 05

(E)

04 SS

(E)

. EC EL ULT VA

1 S S0

W 01

) (E

T. & AT ULT VA

(E) LIGHTING BOX

18 SD " ) 4 (E

(E) FIRE WATER BOX

P SS

) (E

P SD

" ) 6 (E

P SS

(E) ELEC. BOX

) (E

B ) (E

2 ING ILD 84 BU 7. ) =29 E ( FF

. EC EL OX B

1" E PIP

DW 2"

) (E

R TE WA

(E)

2 05

) (E

P SS

(E)

P SS

NO ING RK PA

WP H

(299.5)

P SD

AGENCY

(297.8)

P2 SD

(E) UTILITY VAULT

(E)

NO ING RK PA

FW08

(297.6)

(297.7)

(E) ICV

(E)ICV

FW14

3 F W1

P SD

(E) MAILBOX

F W12

(297.6)

(E) FH

(E) FLAG POLE

F W11

) (E

NO ING RK PA

" 24

B TA (E)

(299.4)

P SD

P8 SD

FW12

(297.5)

P5 SD

(299.6)

) (E

(297.7)

(297.4)

(299.3)

(297.4)

P9 SD

ED OS OP G PR ILDIN 8.5 U 29 B = FF

(297.5)

(297.7)

SD28

(299.2)

D 01 FW

(E) FH

WP (E) WATER BOX W12

W08

) (E

(E) WATER STRUCTURE

(297.4)

P6 SD

H WP

P7 SD

14 FW

(E) RPP

(297.6)

10 FW W03

(E) ICV W04

W0 1

(E) WATER METER

P1 SD

) (E

1 FA-101

" 15

FIRE ALARM SITE PLAN 1" = 20'-0"

3 P1 SD 2 P1 SD

(E) ICV

(E) WATER BOX (E) IRRI. CONTROL PANEL

10 DP

S FIRE ALARM TERMINAL CABINET 'FATC'.

3 FW0

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

) (E

3 SDP

(299.1) R LA PIL (E)

5/15/2019 9:18:19 AM

LIONAKIS 2017

SDP1

2" (E)

017294

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

MANAGEMENT

(E)

(E)ICV

(E) 9"∅ SEWER LID

(E) UNDERGROUND FIRE ALARM PULL BOX, TYPICAL.

P SD

) (E

(E) FIRE ALARM BOX

TITLE

FIRE ALARM SITE PLAN

1 P1 SD

SHEET

FA-101

SHEET NOTES: IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

0 1/4" 1/2"

1. ADDRESSES FOR ADDRESSABLE DEVICES TO BE DETERMINED IN FIELD BASED ON AVAILABLE ADDRESSES IN EXISTING PANEL PROGRAM.

INC:

REVIEWED FOR FLS

✔

ACS

✔

07/03/2019

DATE:

MOUNT WITHIN 3'-0" OF PEAK.

MOUNT TO MULLION.

MOUNT FIRE ALARM DOCUMENTS BOX 'FAD' ON WALL BELOW 'NAC'

MOUNT AT TOP OF LIGHT WELL.

NOTIFICATION CIRCUIT EXTENDER PANEL 'NAC'.

FIRE ALARM TERMINAL CABINET 'FATC'. PROVIDE ISOLATION MODULE MOUNTED INSIDE CABINET.

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com CONSULTANT

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

10'-0"

consulting mechanical and electrical engineers

126

128

130

132

101

10'-0"

11'-0"

10'-0"

102

11'-0"

E17247 EXP. 6/30/18 TA

10'-0"

ADMIN OFFICE

12'-0"

EC TR I CA

O F CA L

CLASSROOM/LOBBY OVERFLOW

COUNSELOR

REG I S T

COUNSELOR

I N E ER

COUNSELOR

CAMPUS SAFETY

PRO F E S S I ONA ED NO R. ROMA L I G

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

KEYED NOTES:

N I F OR

HALLWAY 100D

LOBBY

10'-0"

11'-0"

100

C.4 10'-0"

10'-0"

SEAL

STUDENT SERVICES

COUNSELOR

125

127

129

131

ADMIN OFFICE 104

103

12'-0"

FIRE RISER 10'-0"

HALLWAY

151

HALLWAY

WORK CENTER

10'-0"

100C

100B

9'-0"

100A IDF CONFERENCE C

12'-0"

121

124

10'-0"

VET CENTER 10'-0"

STORAGE

10'-0" CUSTODIAL

10'-0" RESTROOM

120

119

118

10'-0"

123

VET OFFICE

STUDENT SERVICES

FACULTY OFFICE

108

107

106

105

11'-0"

B.6

PROJECT

TEHAMA CENTER STUDENT SERVICE

11'-0"

122 10'-0" 10'-0"

10'-0"

FACULTY OFFICE

117

116

115

114

113

112

10'-0" FACULTY OFFICE

111

770 DIAMOND AVE. RED BLUFF, CA 96080

10'-0" FACULTY OFFICE

110

109

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

2 FA-111

ISSUED

FLOOR PLAN - CEILING HEIGHTS

MARK

1/8" = 1'-0"

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

N2-4 WP H

COUNSELOR

CAMPUS SAFETY

126

COUNSELOR

128 S

130 P S

132

(DOAS-1) S

S COUNSELOR

N2-1 N

COUNSELOR

S P

COUNSELOR S 129

127

100 S

P S

131

N2-5

AGENCY

N S

COUNSELOR

75 N2-6

P N2-8 15

C.4

P 1

S STUDENT SERVICES

N ADMIN OFFICE

103

104

I AIM

S I VS FIRE RISER P

N1-2

N HALLWAY

15 N1-1

100C

NAC

CONFERENCE

151

P S

121

P N

PNL 'NAC' S

PNL 'FATC' P

N1-6

VET CENTER

VET OFFICE

123

122

120

119

P S FATC

CUSTODIAL S

N P

S S

15 N1-7 P S RESTROOM

STUDENT SERVICES

S 4

108

118

N2-7

100B

P S

STUDENT SERVICES

FACULTY OFFICE

107

106

105

B.6

S S

N1-4

STORAGE P

S N1-3

IDF

15 N1-8

100A

124

HALLWAY

WORK CENTER

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

125 NAC

LOBBY

N2-3 1

S N2-9

LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

102 S

101

S (AC-1)

HALLWAY 100D

P P

S S

CLASSROOM/LOBBY OVERFLOW

S 15 N2-2

MANAGEMENT

ADMIN OFFICE

COUNSELOR

S S

FACULTY OFFICE

S FACULTY OFFICE

117

116

115

FACULTY OFFICE

S S

FACULTY OFFICE

113

112

111

FACULTY HALLWAY

S S

114

S FACULTY OFFICE

FACULTY OFFICE

110

109

TITLE

FLOOR PLAN - FIRE ALARM

P N1-9

150

N1-5 WP

5/15/2019 9:18:22 AM

SHEET PLAN NORTH

1 FA-111

FLOOR PLAN - FIRE ALARM 1/8" = 1'-0"

FA-111

017294 LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

F.A. ABOVE CEILING HEAT DETECTOR, 5 MOUNT TO UNDERSIDE OF BEAM.

APP. 02-117123

INC:

REVIEWED FOR

0 1/4" 1/2"

F.A. SPEAKER/STROBE F.A. STROBE OR COMBINATION F.A. STROBE/HORN, TYPICAL

FA SPEAKER OR FA HORN, MOUNT AT 90" MIN.

✔

07/03/2019

DATE:

F.S.R. BELL

ACS

✔

B F

SYNCHRONIZATION MODULE

FINISHED CEILING DSM

BOTTOM OF DEVICE 6" TOP OF PANEL

FACP TO INTERFACE DEVICE(S) 96" MAX. 2

90" 1 NO

FIRE

96"

ALARM

PU L L D OWN

80" MIN. 2

72"

+42"

+48" 3

4 FINISHED FLOOR

FIRE ALARM ADDRESSABLE DUAL MONITOR MODULE

+ -

RED

BLACK

+ -

DETAIL NOTES:

TO NEXT SLC DEVICE WHERE APPLICABLE

PETERS

NFPA 18.4.8.1 *WHERE CEILING HEIGHTS ALLOW, AUDIBLE APPLIANCES SHALL HAVE THEIR TOPS AT HEIGHTS ABOVE FINISH FLOOR OF NOT LESS THAN 90" AND BELOW FINISHED CEILING OF NOT LESS THAN 6".

engineering

consulting mechanical and electrical engineers

TO NEXT SLC DEVICE WHERE APPLICABLE

CONNECT INTERFACE DEVICE(S) TO NORMALLY OPEN (NO) OR NORMALLY CLOSED (NC) CONTACTS AS REQUIRED.

EMERGENCY CONTROL FUNCTION INTERFACE DEVICES SHALL BE LOCATED WITHIN 3 FT OF THE COMPONENT CONTROLLING THE EMERGENCY CONTROL FUNCTION (NFPA 72, 2016 EDITION SECTION 21.2.3).

WIRING SHALL NOT BE LOOPED THROUGH DEVICE TERMINALS. INPUT AND OUTPUT WIRING DEVICE CONNECTIONS SHALL BE MADE ON SEPARATE TERMINALS OR SHALL BE SEPARATE WIRE LEADS MOUNTED UNDER A COMMON TERMINAL. THE MONITORING OF CIRCUIT INTEGRITY RELIES ON THE INTERRUPTION OF THE WIRING CONTINUITY WHEN THE CONNECTION TO THE INITIATING DEVICE IS LOST (NFPA 72, 2016 EDITION SECTION A.17.4.6).

FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

ADDRESSABLE DUAL INPUT MODULE

NONE

FA-501

NFPA 18.5.4.1 VISUAL APPLIANCES SHALL HAVE ENTIRE LENS AT HEIGHTS ABOVE FINISHED FLOOR OF NOT LESS THAN 80" AND NO GREATER THAN 96" OR 6" BELOW CEILING, WHICHEVER IS LOWER.

NFPA 17.14.4 THE OPERABLE PART OF EACH MANUAL FIRE ALARM BOX SHALL NOT BE LESS THAN 42" AND NOT MORE THAN 48" ABOVE THE FLOOR.

MAINTAIN CONSISTENT HEIGHTS THROUGH OUT PROJECT.

FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

ADDRESSABLE OUTPUT MODULE

NONE

FA-501

PRO F E S S I ONA ED NO R. ROMA L I

I N E ER

FA-501

BLACK

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

E17247 EXP. 6/30/18 TA

BLACK

NOTES:

RED

FROM PANEL OR PREVIOUS SLC DEVICE

+ FROM PANEL OR PREVIOUS SLC DEVICE -

NORMALLY OPEN CONTACT DEVICE

RED

REG I S T

NORMALLY OPEN CONTACT DEVICE

CONSULTANT

EOL

INSTALL CEILING ACCESS PANEL AT ALL NON-LAYIN TYPE CEILINGS, WHERE HEAT DETECTOR ABOVE CEILING IS INDICATED.

EC TR I CA

O F CA L

FIRE ALARM ADDRESSABLE RELAY MODULE

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

FLS

✔

N I F OR

DEVICE MOUNTING DETAIL NONE SEAL

24VDC FROM PANEL OR + POWER SUPPLY -

RED

BLACK

TO NEXT DEVICE WHERE APPLICABLE

FIRE ALARM HORN STROBE

PROJECT +

FROM PANEL OR PREVIOUS APPLIANCE

+ -

BLUE

BROWN

+ -

FIRE ALARM ADDRESSABLE FIRE/CO DETECTOR W/ SOUNDER BASE TO NEXT APPLIANCE OR EOL RESISTOR

FIRE ALARM ADDRESSABLE MANUAL PULL STATION

NOTES: 1.

+ FROM PANEL OR PREVIOUS SLC DEVICE -

AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.1) THE TOTAL SOUND PRESSURE LEVEL PRODUCED BY COMBINING THE AMBIENT SOUND PRESSURE LEVEL WITH ALL AUDIBLE NOTIFICATION APPLIANCES OPERATING SHALL NOT EXCEED 110 dBA AT THE MINIMUM HEARING DISTANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.2)

+ FROM PANEL OR PREVIOUS SLC DEVICE -

THE ALARM AUDIBLE SIGNAL PATTERN USED TO NOTIFY OCCUPANTS OF THE NEED TO EVACUATE (LEAVE THE BUILDING) OR RELOCATE (FROM ONE AREA TO ANOTHER) SHALL BE THE STANDARD ALARM EVACUATION SIGNAL CONSISTING OF A THREE-PULSE TEMPORAL PATTERN (NFPA 72, 2016 EDITION SECTION 18.4.2.1).

RED

BLACK

+ -

FA-501

WHERE MANUAL FIRE ALARM BOXES ARE INSTALLED, ADDITIONAL MANUAL FIRE ALARM BOXES SHALL BE PROVIDED SO THAT THE TRAVEL DISTANCE TO THE NEAREST MANUAL FIRE ALARM BOX WILL NOT EXCEED 200 FT, MEASURED HORIZONTAL ON THE SAME FLOOR (NFPA 72, 2016 EDITION SECTION 17.14.8.5).

WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES OR GROUPS OF SYNCHRONIZED APPLIANCES ARE IN THE SAME ROOM OR ADJACENT SPACE IN THE FIELD OF VIEW ALL APPLIANCES ARE REQUIRED SYNCHRONIZE TOGETHER (NFPA 72, 2016 EDITION SECTION 18.5.5.4.2).

WHERE SHOWN ON DRAWINGS, MANUAL FIRE ALARM BOXES SHALL BE MOUNTED ON BOTH SIDES OF GROUPED OPENINGS OVER 40FT IN WIDTH, AND WITHIN 5 FT OF EACH SIDE OF THE GROUPED OPENING (NFPA 72, 2016 EDITION SECTION 17.14.8.6).

FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

NONE

FA-501

RED

BLACK

TO NEXT SLC DEVICE WHERE APPLICABLE

SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 1'-0" OF A FIRE SPRINKLER HEAD.

DETECTORS SHOULD NOT BE LOCATED IN A DIRECT AIRFLOW OR CLOSER THAN 36 IN. FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING. SUPPLY OR RETURN SOURCES LARGER THAN THOSE COMMONLY FOUND IN RESIDENTIAL AND SMALL COMMERCIAL ESTABLISHMENTS CAN REQUIRE GREATER CLEARANCE TO SMOKE DETECTORS. SIMILARLY, SMOKE DETECTORS SHOULD BE LOCATED FARTHER AWAY FROM HIGH VELOCITY AIR SUPPLIES (NFPA 72, 2016 EDITION SECTION A.17.7.4.1).

WHERE SHOWN ON DRAWINGS, MANUAL FIRE ALARM BOXES SHALL BE LOCATED WITHIN 5 FT OF EACH EXIT DOORWAY ON EACH FLOOR (NFPA 72, 2016 EDITION SECTION 17.14.8.4).

THE FLASH RATE SHALL NOT EXCEED TWO FLASHES PER SECOND (2 Hz) NOR BE LESS THAN ONE FLASH EVERY SECOND (1 Hz) THROUGHOUT THE LISTED VOLTAGE RANGE OF THE APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.5.3.1).

HORN STROBE DETAIL

RED

CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

NOTES: TO NEXT SLC DEVICE WHERE APPLICABLE

TO ENSURE THAT AUDIBLE PUBLIC MODE SIGNALS ARE CLEARLY HEARD THEY SHALL HAVE A SOUND LEVEL AT LEAST 15 dB ABOVE THE AVERAGE AMBIENT SOUND LEVEL OR 5 dB ABOVE THE MAXIMUM SOUND LEVEL HAVING A DURATION OF AT LEAST 60 SECONDS, WHICHEVER IS GREATER, MEASURED 5 FT ABOVE THE FLOOR IN THE AREA REQUIRED TO BE SERVED BY THE SYSTEM USING THE A-WEIGHTED SCALE (dBA) (NFPA 72, 2016 EDITION SECTION 18.4.3.1).

770 DIAMOND AVE. RED BLUFF, CA 96080

NOTES: 4.

TEHAMA CENTER STUDENT SERVICE

WHERE DETECTORS ARE INSTALLED BUT NOT OPERATIONAL DURING CONSTRUCTION, THEY SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS, DIRT, AND DAMAGE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND VERIFIED TO BE OPERATING IN ACCORDANCE WITH THE LISTED SENSITIVITY, OR THEY SHALL BE REPLACED PRIOR TO THE FINAL COMMISSIONING OF THE SYSTEM (NFPA 72, 2016 EDITION SECTION 17.7.1.11.2).

WHERE DETECTION IS NOT REQUIRED DURING CONSTRUCTION, DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER ALL OTHER CONSTRUCTION TRADES HAVE COMPLETED CLEANUP (NFPA 72, 2016 EDITION SECTION 17.7.1.11.3).

FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

ADDRESSABLE PULL STATION

NONE

FA-501

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

ADDRESSABLE FIRE-CO NONE

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

AGENCY

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

FIRE ALARM ADDRESSABLE SMOKE DETECTOR

FIRE ALARM STROBE + FROM PANEL OR PREVIOUS SLC DEVICE -

FROM PANEL OR PREVIOUS APPLIANCE

+ -

BLUE

BROWN

BLUE

BROWN

+ -

AN AVERAGE AMBIENT SOUND LEVEL GREATER THAN 105 dBA SHALL REQUIRE THE USE OF A VISIBLE NOTIFICATION APPLIANCE (NFPA 72, 2016 EDITION SECTION 18.4.1.1)

9 FA-501

TO NEXT SLC DEVICE WHERE APPLICABLE

SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN 1'-0" OF A FIRE SPRINKLER HEAD.

BLACK

EOL

TO NEXT APPLIANCE OR EOL RESISTOR

BLACK

RED

NOTES:

RED

WHERE DETECTION IS NOT REQUIRED DURING CONSTRUCTION, DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER ALL OTHER CONSTRUCTION TRADES HAVE COMPLETED CLEANUP (NFPA 72, 2016 EDITION SECTION 17.7.1.11.3).

FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

NONE

FA-501

+ FROM PANEL OR PREVIOUS SLC DEVICE -

NORMALLY OPEN CONTACT DEVICE

STROBE DETAIL

FIRE ALARM ADDRESSABLE INPUT MODULE

ADDRESSABLE SMOKE DETECTOR NONE

RED

BLACK

RED

BLACK

+ -

TO NEXT SLC DEVICE WHERE APPLICABLE

NOTES:

3 FA-501

FIRE ALARM WIRING SHALL BE LABELED AT BOTH ENDS. REFER TO SPECIFICATIONS FOR LABELING REQUIREMENTS.

TITLE

DETAILS

ADDRESSABLE INPUT MODULE NONE

5/15/2019 9:18:22 AM

SHEET

FA-501

017294 LIONAKIS 2017

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

APP. 02-117123

0 1/4" 1/2"

100 P

125 P

131

129

S 127

100D

128

130

15 N1-9

N1-8

N1-7 15

15 N2-9

N2-8

N1-5

N1-6 15

N1-4

N1-3

H N2-7

N2-6

N2-5

N2-4

N2-3

15 N2-2

121

CKT#1

S 124

123

S 151

S 100 P

100

DOAS-1

AC-1

1N, TYP WP H

122

CKT#2

AIM

S 120

CKT#3 1P CKT#4

119

100A

S 117

100A

116

115

S 150

24V

114

S 118

S 102

S 103

104

100B

151 P

102

✔

108

S 107

106

1919 Nineteenth Street Sacramento CA 95811 P 916.558.1900 F 916.558.1919 www.lionakis.com

105

1S, TYP. UON.

N2-1

ACS

✔

07/03/2019

DATE:

R CO 101 1S,1P R CO 101

FLS

✔

N1-1

N1-2 15

FATC

NAC

132

100C

1N, TYP 15

REVIEWED FOR

100

126

S 113

112

111

S 110

CONSULTANT

109

2411 Alhambra Blvd, Ste. 100 Sacramento, CA 95817 Tel (916) 447-2841 www.peterseng.com Job no. 18.003

PETERS

engineering

150

consulting mechanical and electrical engineers

I N E ER

E17247 EXP. 6/30/18

EC TR I CA

O F CA L

ER REG I S T

PRO F E S S I ONA ED NO R. ROMA L I G

1SU

ENG

IF THIS SHEET IS NOT 30"x42", IT IS A REDUCED PRINT - SCALE ACCORDINGLY

INC:

N I F OR

(E) FACP

SEAL

1 FA-601

FIRE ALARM ONE LINE DIAGRAM NONE

PROJECT

TEHAMA CENTER STUDENT SERVICE 770 DIAMOND AVE. RED BLUFF, CA 96080 3 CLIENT

SHASTA-TEHAMA-TRINITY JOINT COMMUNITY COLLEGE DISTRICT

ISSUED

MARK

DATE 01/04/2019 05/17/2019

DESCRIPTION DSA SUBMITTAL DSA BACKCHECK

MANAGEMENT LIONAKIS PROJECT NO: CLIENT PROJECT NO: COPYRIGHT:

017294 LIONAKIS 2017

C:\Users\jmoberly\Documents\18.003 Tehama SSB MEP- R18_jmoberly.rvt

AGENCY

TITLE

ONE LINE DIAGRAM AND CALCS

5/15/2019 9:18:23 AM

SHEET

FA-601