2764 Leslie Road | Architecture and Structural Plans (Short Version) by Vanguard Properties

SANTA ROSA IT HOUSE 2764 LESLIE ROAD SANTA ROSA, CA 95404

SANTA ROSA IT HOUSE 2764 LESLIE ROAD SANTA ROSA, CA 95404 1511

Taalman Architecture

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

Tel: 213.380.1060 inquiry@tkithouse.com

SANTA ROSA IT HOUSE 2764 LESLIE ROAD SANTA ROSA, CA 95404 1511

Taalman Architecture

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

Tel: 213.380.1060 inquiry@tkithouse.com

SANTA ROSA IT HOUSE 2764 LESLIE ROAD SANTA ROSA, CA 95404 1511

Taalman Architecture

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

Tel: 213.380.1060 inquiry@tkithouse.com

SANTA ROSA IT HOUSE 2764 LESLIE ROAD SANTA ROSA, CA 95404 1511

Taalman Architecture

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

Tel: 213.380.1060 inquiry@tkithouse.com

BD BITUM BLDG BLK BLKG BM BOT BR BSMT BUR

Board Bituminous Building Block Blocking Beam Bottom Bedroom Basement Built Up Roofing

CAB CARP CB CEM CER CI CLG CLO CLR CMU CNTR COL CONC COND CONN CONST CONT CONTR CORR CT CTR CTSK CW

Cabinet Carpet Catch Basin Cement Ceramic Cast Iron Ceiling Closet Clear Concrete Masonry Unit Counter Column Concrete Condition or Condenser Connection Construction Continuous Contractor Corridor Ceramic Tile Center Countersunk Cold Water

D DBL DET DF DIA DIM DISP DN DO DR DS DSP DWG DWR

Deep or Depth Double Detail Drinking Fountain Diameter Dimension Dispenser Down Door Opening Door Downspout Dry Standpipe Drawing Drawer

E EA EJ EL ELEC ELEV EMER ENCL EOS EQ EQUIP EW EWC EXST EXP EXPO EXT

East Each Expansion Joint Elevation Electrical Elevation Emergency Enclosure Edge Of Slab Equal Equipment Each Way Electric Water Cooler Existing Expansion Exposed Exterior

Inside Diameter Including Insulation Interior

JAN JST JT

Janitor Joist Joint

KIT

Kitchen

LAM LAV LF LH LKR LR LT LVR

Laminate Lavatory Lineal Feet Left Hand Locker Living Room Light Louver

MATL MAX MB MECH MEMB MET MFR MH MIN MIR MISC MO MR MTD MUL

Material Maximum Machine Ball Mechanical Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Masonry Opening Moisture Resistant Mounted Mullion

N NIC NO NOM NS NTS

North Not In Contract Number Nominal No Scale Not To Scale

O/ OA OBSC OC OD OFD OFF OH OVHD OPNG OPP

Over Overall Obscure On Center Outside Diameter Overflow Drain Office Overhang Overhead Opening Opposite

PC PD PL P/L PLMG PLAM PLAS PLYWD PR PT PTD PTN

Piece Planter Drain Plate Property Line Plumbing Plastic Laminate Plaster Plywood Pair Paint Paper Towel Dispenser Partition

Quarry Tile

R RAD RD REF REFR REINF REQ RESIL REV RFG RH RM RO RWD

Riser Radius Roof Drain Reference Refrigerator Reinforced or Reinforcing Required Resilient Revised Roofing Right Hand Room Rough Opening Redwood

T T&G TB TEL TEMP THK THR TOIL TOC TOD TOP TOS TOW TPD TS TV TYP

Tread Tongue & Groove Towel bar Telephone Tempered or Temperature Thick ot Thickness Threshold Toilet Top Of Curb Top Of Drain Top Of Pavement Top Of Slab Top Of Wall Toilet Paper Dispenser Top Of Steel Television Typical

UNF UON UR

Unfinished Unless Otherwise Noted Urinal

Vertical Vestibule Verify In Field Volume

W W/ WH W/O WC WD WP WPM WSCT WSP WT

West With Water Heater Without Water Closet Wood Waterproof Waterproof Membrane Wainscot Wet Standpipe Weight

LAND SURVEYOR: JACKSON AND ASSOCIATES PO BOX 737 CLOVERDALE CA 95425 707 894 8494 ...

ENERGY CALCULATIONS & MECHANICAL ENGINEER: DAVID KNIGHT MEG ENERGY GROUP 26465 CARMEL RANCHO BLVD. #8 CARMEL, CA 93923 ...

OUTDOOR AREA 1384 SF TOTAL 1034 SF OF POOL DECK 133 SF OF BALCONY 217 SF OF ROOF DECK

HEIGHT: MAX ALLOWABLE: PROPOSED HEIGHT OF BUILDING:

SCALE 12" = 1'-0"

DIRECTORY

GRID/COLUMN LINE

INTERIOR ELEVATION

A7.01

SECTION NUMBER

A3.05

CEILING HEIGHT APPLIANCE OR EQUIPMENT

ROOM NUMBER REFERENCE LETTER

8'-0"

M.1

APPLICABLE BUILDING CODES: BUILDING:

ROOM TAG

CEILING HEIGHT

DOOR SYMBOL

REQUIRED: PROVIDED:

SHEET NUMBER

ROOM NAME

ROOM NUMBER

MECHANICAL: PLUMBING: ELECTRICAL: GREEN:

APPLIANCE OR EQUIPMENT NUMBER

ROOM NUMBER ?

0' - 0 3/4"

REFERENCE NUMBER

DIMENSION STRING

FIRE SPRINKLERS: DETAIL REFERENCE

35'-0" 28'-0"

MAXIMUM LOT COVERAGE: 20% (1.007 ACRES / 43,865 SF) LOT COVERAGE: 9.2% (4,055 SF/43,865 SF)

SINGLE FAMILY DWELLING UNIT: 2671 SF OUTDOOR LIVING SPACE: 1384 SF

30FT 20FT 10FT

TOTAL: 4,055

PARKING REQUIREMENTS

ELEVATION NUMBER (TYPICAL)

WINDOW SYMBOL

SETBACKS FRONT YARD: REAR YARD: SIDE YARD:

SECTION

SHEET NUMBER

BUILDING ENVELOPE 2671 SF TOTAL 2376 SF OF HABITABLE LIVING SPACE 295 SF OF MECHANICAL/ACCESS/STORAGE SPACE

PROPOSED USE/AREA:

UNDEVELOPED

EXISTING USE:

PROPOSED # OF STORIES:

SCALE 12" = 1'-0"

CHARLES MA DA B6 10, DA B6 40 LG/116 RC50/50 SR 10.07 ACRES

OWNER: ZONING DISTRICT: COMBINING DISTRICT: LOT SIZE:

ALL DRAWING AND DETAILS ARE IDENTIFIED BY THE GRID NUMBER IN THE LOWER RIGHT HAND CORNER. ALL NUMBER LOCATIONS CONFORM TO THIS GRID SYSTEM.

SHEET KEY

VERT VEST VIF VOL

PARCEL MAP NO 8508A, BOOK 401 PAGES 6-8 SONOMA COUTY RECORDS, SECTION 10, TOWNSHIP 8 NORTH, RANGE 8 WEST, M.D.B. & M.

LEGAL DESCRIPTON:

MATCH LINE

GARAGE / CARPORT 2 CAR CARPORT

CRC 2013, CBC (VOLUMES I & II) 2013, SANTA ROSA MUNICIPAL CODE; SONOMA COUNTY ORDINANCES 5904 AND 5905 CMC 2013 CPC 2013 CEC 2013 CALGREEN (CGBSC) 2013 CALIFORNIA ENERGY CODE (SUPPLEMENT) 2013 A DISTRICT APPROVED FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AND MAINTAINED IN ALL SINGLE FAMILY DWELLINGS

AREA OF REFERENCE A/A101

SHEET NUMBER

B/A101

SHADED PORTION IS THE CONSIDERED SIDE

DETAIL NUMBER SHEET NUMBER

1 A4.01

PROJECT INFO

WORK POINT OR CONTROL POINT

ARCHITECTURAL SHEETS

NORTH ARROW EXTERIOR ELEVATION

REVISION ?

ELEVATION NUMBER

1 A3.01

SHEET NUMBER

ARCHITECTURAL NORTH

SHEET #

TRUE NORTH

A0.0 A0.1 A0.2 A0.3 A0.4 A0.5 A0.6 A0.7 A0.8 A0.9 A1.0 A1.1 A1.2 A2.1 A2.2 A2.3 A2.4 A2.5 A2.6 A3.1 A3.2 A4.1 A4.2 A5.1 A6.1 A6.2 A6.3 A6.4 A6.5 A6.6 A7.0 A7.1 A7.2 A7.3 A7.4 A7.5 A8.0 A8.1 E0.1 E0.2 P0.1

REVISION NUMBER AREA OF REFERENCE

SYMBOLS

SCALE 12" = 1'-0"

2764 LESLIE RD 85.96

96.24

6",8" MAD

12",14",18" MAD

101.56

10'-4"

3-CAR CARPORT SSMH 106.27

86.00 12",16" LO

88.08 12" MAN

87.30

98.98 3-6" MAD

12" FIR

R D

105.31

89.65

106.19

10" OAK 96.15 93.67 22" FIR 6" MAD 94.58 14",20" MAD 95.63 99GARDEN .59 6" MAD WALL 97.25 100.77 18" OAK 14",16" LO 100.43

Fire Alarm Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Grade Fire Hose Cabinet Finish Flashing Floor Fluorescent Face Of Concrete Face Of Finish Face Of Masonry Face Of Stud Fireproof Frame Full Size Foot or Feet Footing Furring or Furred Future

ID INCL INSUL INT

2764 LESLIE ROAD SANTA ROSA, CA 95404

PROJECT ADDRESS:

U FA

FA FD FDN FE FEC FG FHC FIN FLASH FLR FLUOR FOC FOF FOM FOS FPRF FR FS FT FTG FURR FUT

STRUCTURAL ENGINEER: THE OFFICE OF GORDON L. POLON GORDON POLON 1718 22ND STREET SANTA MONICA CA 90404 (310) 998-5611 ...

Tel: 213.380.1060 inquiry@tkithouse.com

Anchor Bolt Air Conditioning Asphaltic Concrete Acoustical Tile Acoustical Adjustable Above Finish Floor Alter or Alternate Aluminum Anodized Access Panel Approximate Architectural Asphalt

High Hose Bib Hollow Core Handicapped Hardware Hardwood Hollow Metal Horizontal Hour Height Heating, Ventilation and Air Conditioning Hot Water

079-050-033

APN:

2764 LESLIE ROAD SANTA ROSA, CA 95404

AB A/C AC ACT ACOUS ADJ AFF ALT ALUM ANOD AP APPROX ARCH ASPH

H HB HC HCP HDWR HDWD HM HORIZ HR HT HVAC

South Solid Core Schedule Section Separation or Separate Shelf Shower Sheet Similar Sliding Slab On Grade Specification Square Stainless Steel See Structural Drawings Service Sink Standard Steel Storage Structural Suspended Switch Symmetrical System

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

# (E)

Diameter or Round Perpendicular Number Existing

S SC SCHED SECT SEP SH SHR SHT SIM SLDG SOG SPEC SQ SS SSD SSK STD STL STOR STRUCT SUSP SW SYM SYS

Taalman Architecture

Gauge Galvanized Grab Bar Galvanized Iron Glass or Glazing Ground Grade Gypsum

SANTA ROSA IT HOUSE

Centerline

GA GALV GB GI GL GND GR GYP

101.20

106.12

ROOFDECK

4-6",8" MAD

LEVEL 2

106.30

LEVEL 1 RK MA

99.56

ST WE

107.38

107.87

104.29 90.11

107.11

106.62

6" LO 106.72

106BALCONY .21 86.19

103.62

96.18

103.67 101.19

45'-0" LONG RETAINING WALL

6" LO

#112

97.14

92.27

84.18

POOL TO BE INCLUDED SEPARATE PERMIT

95UNDER .68

D O O Y LD W A O ED W R IGH H

101.72

MAYACAMA

96.88

102.10

SHILOH RANCH REGIONAL PARK

OUTLINE OF BUILDING BELOW

S NG RI SP

98.74

NORTH 435 B

SHEET NAME COVER SHEET TITLE SHEET NOTES DOOR SCHEDULE WINDOW SCHEDULE WINDOW AND DOOR DETAILS L1 WINDOW AND DOOR DETAILS L1 WINDOW AND DOOR DETAILS L2 SCHEDULES ENERGY CODE CALCULATIONS SITEPLAN 1-20 SITE PLAN 1-8 CAL-GREEN CHECKLIST FLOOR PLAN L1 - POOL FLOOR PLAN L2 - KLD ROOF PLAN CARPORT REFLECTED CEILING PLAN L1 REFLECTED CEILING PLAN L2 EXTERIOR ELEVATIONS - L2 + L1 EXTERIOR ELEVATIONS - L1 BUILDING SECTIONS BUILDING SECTIONS ENLRGD PLANS INTERIOR ELEVATIONS - KLD INTERIOR ELEVATIONS - BATH & DEN & OPEN OFFICE INTERIOR ELEVATIONS - HALLWAY & GUEST BATH INTERIOR ELEVATIONS - GUEST ROOMS INTERIOR ELEVATIONS - MASTER SUITE INTERIOR ELEVATIONS - MASTER SUITE TYPICAL DETAILS WALL SECTIONS - L1 SOG TYP. WALL SECTIONS - L1 SOG @ POOLDECK WALL SECTIONS - L1 PLATFORM WALL SECTIONS - L2 SOG TYP. WALL SECTIONS - L2 DECK TRANSISTIONS STAIR DETAILS ARCHITECTURAL DETAILS ELECTRICAL PLAN - L1 ELECTRICAL PLAN - L2 PLUMBING PLAN

SCALE 12" = 1'-0"

STRUCTURAL SHEETS SHEET # S1.0 S1.1 S1.2 S2 S2.1 S3 S3.1 S3.2 S4 S5 S6 S7

SHEET NAME GENERAL NOTES AND ABBREVIATIONS ADDITIONAL NOTES & ABBREVIATIONS TYPICAL FRAMING & FOUNDATION DETAILS FOUNDATION PLAN FOUNDATION PLAN LEVEL 1 FRAMING AND FOUNDATION PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS LEVEL 2 FLOOR FRAMING PLAN ROOF FRAMING PLAN CARPORT FRAMING & FOUNDATION PLANS STRUCTURAL DETAILS

MECHANICAL SHEETS SHEET # M0.1 M0.2 M2.1 M6.3 M2.2 M2.3 M2.4 M6.1 M6.2 M6.3 M6.4

SHEET NOTES NOTES LEVEL 1 RADIANT HEATING PLAN DETAILS LEVEL 2 RADIANT HEATING PLAN & SOLAR THERMAL ROOF LAYOUT LEVEL 1 COOLING AND VENTILATION PLAN LEVEL 2 COOLING AND VENTILATION PLAN PIPING SCHEMATIC CONTROLS SCHEMATIC DETAILS HEAT SOURCE VENTING

SHOP SHEETS SHEET # F1 F2 F3 1.1 1.2 2 3 4 5.1 5.2 6 7 8

TITLE SHEET

And Angle At

9'-7"

& < @

2671 SF (N) SINGLE FAMILY DETACHED DWELLING UNIT WITH 1384 SF OF OUTDOOR AREA (POOLDECK / BALCONY / ROOFDECK), (N) POOL AND SPA, (N) 660 SF 3 CAR CARPORT, AND (N) SITEWALLS

PROJECT DESCRIPTION:

ARCHITECT: LINDA TAALMAN TAALMAN ARCHITECTURE 1570 LA BAIG AVENUE UNIT A LOS ANGELES, CA 90028 213 380 1060 TEL ...

DOC. ISSUE. PRICING SET 06/08/2017 CONSTRUCTION SET 11/17/2017

SHEET NAME L1 FRAMING L2 FRAMING PLAN CARPORT FRAMING STRUCTURAL FRAMING_BEAMS STRUCTURAL FRAMING_COLUMNS BLUESKY FRAMING CONNECTIONS_CLIPS EPIC METAL DECKING METAL WINDOW CORPORATION METAL WINDOW CORPORATION FIBER CEMENT CLADDING CABLES RAINBOW NUTS AND BOLTS

06/08/2017

1511

APN: 079-050-033 10.07 ACRES

ABBREVIATIONS

SCALE 12" = 1'-0"

PLOT PLAN

SCALE 1" = 20'-0"

VICINITY MAP

SCALE 1" = 400'-0"

SHEET LIST

SCALE 12" = 1'-0"

A0.1

EGRE N 14 D ' (C) 745.39 '-02" W ES 06

SEPTIC EXPANSION LINES (TYP)

110.70

8" FIR

113.75

50 2+ 113.02

118.14

116.33

117.00

116.56

16" OAK

#110

.06° 12598 .45

95.80

4+5 0

116.97

117.57

115.46 117.37 117.67 18" LO 117.55

95.41 18" FIR

119.62

103.30

118.72

118.27

118.54

#111

107.87

36" LO

ENTIRE DRIVEWAY SURFACE TO BE CHIPSEALED

106.62

6+ 50

45'-0" LONG RETAINING WALL 101 .19

101.72

F RO

96.18

103.67 6" LO

#112

92.27

N7 2D

SEPTIC AREA "B"

EG REE

S3 8'-2 4"

W5 77.3 2'

( C)

P RO

PER

LINE OF PROPERTY EASEMENT

OUTLINE OF HAMMERHEAD TURN-AROUND

84.18

YAR D

SET BA C

1200 GALLON SEPTIC TANK (MINIMUM SIZE) -PRE-EXISTING CURRENT CODE 3 SEPTIC SYSTEM INSTALLED;

POOL TO BE INCLUDED SEPARATE PERMIT

95UNDER .68

Tel: 213.380.1060 inquiry@tkithouse.com

APN: 079-050-033 10.07 ACRES

TRAFFIC RATED LID TO BE INSTALLED.

30'-0 "

SEPTIC AREA "C"

78.15 76.24

97.14

116.69

20'-0" RADIUS EDGE OF TRAVELED WAY FOR STANDARD CARS

96.88

100

APPROX. PERC. TEST LOCATION (TYPICAL)

77.76

86.19

P- WELL

1+50

79.80 78.57

98.74

106.21

106.72

117.66

2-18" LO

79.30

77.71

6" LO

2+00

82.57 82.72

88.49

104.29

119.54

12" MAN A

14,16" OAK

18" OAK

4-6",8" MAD

107.11

103.62

84 84.22 .22 12" MAN

BUILDING BELOW

102.10

100

TRUE 2.94° NORTH

TY LIN E

SCALE 1" = 20'-0"

115

110

105

FINISHED GRADE105

100

EG:96.40 FG:96.40

0+00

0+50

0+00

0+50

0+00

0+50

80 1+25

1+00

SECTION - A

EG:97.38 FG:97.38

EG:95.32 FG:95.32

80 1+00 1+08

SECTION - A1

HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 30'

DIFF:0.00

120

115

DIFF:0.00

120

115

DIFF:0.00

120

115

DIFF:0.00

120

115

DIFF:0.00

120

115

EG:103.20 FG:103.20

120

EG:102.53 FG:102.53

SITEPLAN (SCOPE OF WORK)

DOC. ISSUE. PRICING SET 06/08/2017

EXISTING90GRADE 85 80 0+83

CONSTRUCTION SET 11/17/2017

SECTION - A2

HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 30'

PUBLIC ACCESS ROAD

HORIZONTAL SCALE: 1" = 30' VERTICAL SCALE: 1" = 30'

SITEPLAN 1-20

PROJECT NORTH

4+50

5+00

5+50

EVCS: 6+76.22 EVCE: 104.78

125

HP. 6+26.22 HP. 107.63 PVI STA:6+51.22 PVI ELEV:107.21 50' VC

2 A1.0

120 115

06/08/2017

110 105

9.72%

6+00

6+50

EG:102.57 FG:102.47

DIFF:

PVI STA:5+68.65 PVI ELEV:108.59 107' VC

EG: FG:106.78

100 EG:107.63 FG:107.81

EG:105.55 FG:106.19

BVCS: 5+15.10 BVCE: 103.52

EG:101.74 FG:102.08

DIFF:

EG: FG:97.52

EG:96.52 FG:99.13

4+00

EVCS: 6+22.20 EVCE: 107.70 BVCS: 6+26.22 BVCE: 107.63

EVCS: 4+59.70 EVCE: 98.26

BVCS: 4+07.35 BVCE: 98.40 3+50

D ROA LIE LES

130

7+00

DIFF:+0.10

3+00

HP. 6+06.17 HP. 107.83

DIFF:-0.18

2+50

DIFF:-0.64

2+00

1.67%

DIFF:-0.35

1+50

±3.0' FILL

DIFF:-2.61

1+00

DIFF:-2.24

LOW PT.4+34.21 LOW ELV.97.05 PVI STA:4+33.52 PVI ELEV:95.78 52' VC

9.48%

EG:101.89 FG:104.13

EG:117.51 FG:118.10

DIFF:-0.59

100

9.99%

DIFF:+1.52

105

HP. 1+87.05 HP. 118.44 PVI STA:2+00.77 PVI ELEV:119.03 51' VC

±3.0' CUT

EG:110.64 FG:109.12

110

DIFF:+2.93

BVCS: 1+75.13 BVCE: 118.26

115

3.02%

EG:117.04 FG:114.11

PVI STA:1+49.98 PVI ELEV:117.50 50' VC

EVCS: 2+26.41 EVCE: 116.47

120

6.69%

(P) CARPORT (P) BUILDING FS:107.0' FF:107.0'

DIFF:+0.91

125

LOW PT.1+59.42 LOW ELV.118.02

EG:119.13 FG:118.22

130

EVCS: 1+75.00 EVCE: 118.25

PROPERTY BOUNDARY

BVCS: 1+24.97 BVCE: 119.17

123.13

85.70

90.11

118.73

87.30

84.64

10" LO

118.33 120.62

107.38

6+00

12" MAN

99.56

107.36

82.47

12",16" LO

88.08

101.20

OUTLINE OF HAMMERHEAD TURNAROUND

119.40

1+00

106.30

102.99

119.38 10",14" OAK

118.54

118.12

106.12

8",10" LO

86.00

98.98 3-6" MAD

12" FIR

106.89 SEPTIC ELEVATION

7+00

100.59

119.74 8",4-10" OAK

118.61

106.27

96.15 22" FIR 14",20" MAD 95.63 99GARDEN .59 6" MAD WALL 97 .25 100.77 18" OAK 14",16" LO 100.43

84.17

89.65

MIN 55'-0" SETBACK

119.62 14" OAK

118.26

105.31 5+50

103.10

5+00

116.41

117.58

106.19

99.44

358'-0 5/16"

119.16

10'-0" SSMH

101.65 101.32 14" LO

100.39

118.30 115.75

101.56 101.90 24" LO

101.00 14" LO

96.01 24" OAK

95.92

102.26 12",24" OAK

95.52 WATER TANK 96.17 ELEVATION

96.58 10" FIR

TREE LOCATION TO BE VERIFIED

100.81 8" FIR

96.63 38" OAK

100.25

106.25 14" OAK 6" FIR 106.60 108.98 10" LO

16" OAK 113.15

DIRT ROAD

100.59

8",10" OAK 105.84

110.77 8" OAK

111.90 12" FIR

3+50

104.58 18" OAK

94.92

117.28

T DIR D ROA

4+00

110.96

8'-0" CLR MIN

111.09 111.02

113.77

" 10'-0

115.02 115.76 18" LO

109.33 14" +00 OAK

102.22 6" FIR

10" OAK 93.67 6" MAD 94.58

111.61

106.45 18" OAK

6",8" MAD

12",14",18" MAD

2764 LESLIE ROAD SANTA ROSA, CA 95404

109.52

TURN O UT

85.96

96.24

100

5'-5"

LLESL

92.27 96" DIA 5000 GALLON WATER 20 " LO TANK; 3000 GALLONS 94 RESERVED FOR FIRE .04 12",24" MAD SUPPRESSION

CLR

99.21 2-8",12" LO

+/- 275'-0"

AD O R E AD I O ESIEL R

PUBLIC UTILITY ROAD

SEPTIC AREA "D"

Taalman Architecture

3-CAR CARPORT; FUTURE HOOK-UP PROVIDED FOR (1) ELECTRIC VEHICLE CHARGING STATION PER CGBC 4.106.4

FIRE HYDRANT

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

DROP DISTRIBUTION BOX (TYPICAL)

SANTA ROSA IT HOUSE

PERFORATED PIPE, ON COUNTOUR LINE & AS CLOSE AS POSSIBLE TO 10'0" CENTER TO CENTER (TYP)

9'-7"

LIN ERTY PROP

REQUIRED LENGTHS OF PERFORATED PIPE TO BE INSTALLED (TOTAL INSTALLED FOOTAGE = 312' FOR AREA "D" SYSTEM AND 399; FOR AREA "B" SYSTEM (TYP)

95 90 85 80 7+16

PROPERTY EASEMENT

PROPOSED DRIVEWAY PROFILE HORIZONTAL SCALE: 1" =

1511

30' VERTICAL SCALE: 1" = 30'

GRADING SECT.

SCALE 1" = 30'-0"

SITE KEY

SCALE 1" = 200'-0"

A1.0

GENERAL NOTES: 1. SEE SITE SURVEY FOR TOPOGRAPHY 2. SEE TITLE SHEET FOR UTILITY PROVIDERS. 3. NOT USED 4. ALL DIMENSIONS TO FACE OF STRUCTURE (FOS) UNLESS OTHERWISE NOTED (UON)

5. DO NOT SCALE FROM DRAWINGS.

12 11

6. ANY INCONSISTENCIES OR UNFORSEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 7. SURFACE DRAINAGE TO DISCHARGE TO NATURAL LANDSCAPE; SEE SITEPLAN FOR WATER DIRECTIONS

9. PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURE. 10. ALL EXTERIOR STAIR TREADS, LANDINGS, DECKS AND PAD/PAVERS SHALL BE SLOPED TO DRAIN.

X 9'-0"

11. ALL EXISTING TREES TO REMAIN AND TO BE PROTECTED DURING CONSTRUCTION. 90.00

MIN 2%

15. AN APPROVED SEISMIC SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.

LINE OF ROOF

FINISHE D GRADE 2% DISCHARGE THRU CULVERT TO ROOF GUTTER

FIRE PATH START

LEVEL 1

LEVEL 2 ROOFDECK

LEVEL 2

16. THE CONSTRUCTION SHALL NOT RESTRICT A 5' CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES INCLUDING BUT NOT LIMITED TO POWER POLES, PULL0BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES OR TO THE LOCATION OF THE HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN 10' OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

27'-4"

SELF CLOSING, SELF LATCHING GATE WITH SECURITY LOCK

99.58

14. DETAIL PAD ELEVATIONS TO PROVIDE MINIMUM 2% DRAINAGE TO APPROVED LOCATION

MIN 2% POSITIVE DRAINAGE AWAY FROM HOUSE

17. A LICENSED DESIGNER SHALL INSPECT DRAINAGE IMPROVEMENTS ON THE PARCEL AND PROVIDE PUBLIC WORKS WITH A LETTER CONFIRMING THAT THE WORK WAS COMPLETED SATISFACTORILY PER THE PLANS. DESIGNER'S LETTER SHALL BE SPECIFIC AS TO WHAT WAS INSPECTED WHETHER INVERT ELEVATIONS, PIPE SIZING, THE SIZE OF MITIGATION FEATURES AND ALL THE RELEVANT DESIGN FEATURES. NOTES OF GENERAL CONFORMANCE TO PLANS' ARE NOT SUFFICIENT. AN AS BUILT PLAN MAY BE SUBMITTED IN LIEU OF THE LETTER. UPON APPROVAL OF THE PROJECT A HOLD WILL BE PLACED ON THE PERMIT TO BE RELEASED ONCE A SATISFACTORY LETTER IS RECEIVED.

FINISH 150'

99.92

18. NOT USED

57'-3"

MIN 2%

NATURAL GRADE BELOW

19. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50 PERCENT OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE, WHICHEVER IS MORE STRINGENT.

FINISHED GRADE

20. IRRIGATION SYTEMS ARE NOT INCLUDED IN THE SCOPE OF THIS PROJECT. LANDSCAPING AREA UNDER 5,000 SF TO BE PERFORMED UNDER SEPERATE PERMIT.

LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION (LEVEL 2)

FINISH 150'

CAL-GREEN STORMWATER BEST MANAGEMENT PRACTICES (SONOMA COUNTY ORDINANCE CH. 11.16.060):

MIN 2% POSITIVE DRAINAGE AWAY FROM HOUSE

1. 2.

FIRE PATH START

29'-11"

107.00

MIN 1%

LEVEL 1 POOL DECK

NOTE: LANDSCAPING IS NOT PART OF THE PROJECT SCOPE; MINIMAL REVEGETATION TO HAPPEN AROUND GRADED AREAS OF ENTIRE BUILDING TO PREVENT EROSION. SEE NOTES FOR FURTHER EROSION CONTROL MEASURES.

15'-4" LEVEL 2 BALCONY

MIN 1%

INFINITY EDGE DRAIN AROUND PERIMETER OF POOL

LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION (LEVEL 1)

95.00

90.00

20'-7"

2764 LESLIE ROAD SANTA ROSA, CA 95404

6'-0" HIGH WOOD FENCE

FINISHE D GRADE

2% DISCHARGE TO NATURAL SOIL THRU CULVERT

LOCATION OF 95.00 RAINCHAIN TO GRAVEL DEPRESSION (LEVEL 1)

Taalman Architecture

LOCATION OF DOWNSPOUT TO GRAVEL DEPRESSION (LEVEL 1)

18'-6"

105.92

13. PROVIDE AN ALARM FOR DOORS AT THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINUMUM OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVIATE (FOR 15 SECONDS MAXIMUM FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR.) RGA-14-67.

69'-2"

SANTA ROSA IT HOUSE

12. MEET ALL REQUIREMENTS FOR EXCAVATIONS CONTAINED IN THE STATE CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY.

GRADING, DRAINAGE IMPROVEMENT AND VINEYARD AND ORCHARD SITE DEVELOPMENT SHAL BE CONDUCTED IN COMPLIANCE WITH CHAPTER 11.16.060 SONOMA COUNTY ORDINACE CODE. STORM WATER BEST MANAGEMENT PRACTICES REFERENCED IN THE PERMIT AUTHORITY'S BEST MANAGEMENT PRACTICES GUIDE SHALL BE IMPLEMENTED AND FUNCTIONAL ON SITE AT ALL TIMES DURING THE RAINY SEASON. STORM WATER BEST MANAGEMENT PRACTICES REFERENCED IN THE PERMIT AUTHORITY'S BEST MANAGEMENT PRACTICES GUIDE SHALL BE IMPLEMENTED AND FUNCTIONAL ON THE SITE ON ANY DAY WHEN THE FORECASTED CHANCE OF RAIN IS 30% OR GREATER WITHIN THE NEXT 24 HOURS TO PREVENT SOIL AND OTHER POLLUTANT DISCHARGES THE AREA OF ERODIBLE LAND EXPOSED AT ANY (1) TIME DURING THE WORK SHALL NOT EXCEED ONE (1) ACRE OR TWENTY (20) PERCENT OF THE SITE, WHICHEVER IS GREATER, AND AT THE TIME OF EXPOSURE SHALL BE MINIMIZED TO THE MAXIMUM EXTENET PRACTICABLE. DISPLACED TOPSOIL IS STOCKPILED FOR RE-USE AND COVERED AND PROTECTED FROM EROSION (CGBC A4.106.2.3)

CAL-GREEN DRAINAGE (SONOMA COUNTY ORDINANCE CH. 11.16.040): DISCHARGE TO NATURAL SOIL

LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION

1. 2.

2 DISCHARGE TO NATURAL SOIL

POOL TO BE INCLUDED UNDER SEPARATE PERMIT

4. 5.

GRADING AND SITE DEVELOPMENT SHALL INCLUDE DRAINAGE IMPROVEMENTS OR OTHER METHODS NECCESSARY TO MANAGE STORMWATER IN COMPLIANCE WITH THE STORMWATER BEST MANAGEMENT PRACTICES GUIDE. GRADING AND DRAINAGE IMPROVEMENT SHALL MAINTAIN OFF-SITE NATURAL DRAINAGE PATTERNS AND LIMIT RUNN-OFF IN COMPLIANCE WITH THE STORMWATER BEST MANAGEMENT PRACTICES GUIDE. DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE STORMWATER BEST MANAGEMENT PRACTICES GUIDE. DRAINAGE IMPROVEMENTS SHALL CARRY STORMWATER TO THE NEAREST PRACTICABLE DISPOSAL LOCATION AND SHALL DISSIPATE THE ENERGY OR DIFFUSE THE FLOW PRIOR TO RELEASING THE STORM WATER OFF THE SITE. DRAINAGE IMPROVEMENTS SHALL PREVENT OR MINIMIZE SOIL LOSS THROUGH THE USE OF STORM DRAIN CULVERTS (PIPES), STORM DRAIN INLETS AND OUTLETS, STORM DRAIN OUTLFALLS, ENERGY DISSIPATORS, FLOW DISPERSION, CHECK DAMS, ROLLING DIPS, CRITICAL DIPS, PROPER LOCATION AND SIZING OF CULVERTS, MINIMIZING THE USE OF ARTIFICIAL SLOPES, AND OTHER BEST MANAGEMENT PRACTICES REFERENCED OR DETAILED IN THE PERMIT AUTHORITY'S BEST MANAGEMENT PRACTICES GUIDE

SITE PLAN 1-8

18'-0"

3 CAR CARPORT; FUTURE HOOK-UP PROVIDED FOR (1) ELECTRIC VEHICLE CHARGING STATION PER CGBC 4.106.4

Tel: 213.380.1060 inquiry@tkithouse.com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

8. FOUNDATION DRAINAGE SHALL DISCHARGE TO EXISITNG GROUNDWATER TABLE

CAL-GREEN MATERIAL AND WASTE MANAGEMENT (CGBC A4.4): 1. 2. 3.

4. 5.

CEMENT USE IN THE FOUNDATION MIX SHALL BE REDUCED BY NOT LESS THAN 20% POST CONSUMER OR PRE-CONSUMER RECYCLED CONTENET VALUE (RVC) MATERIALS ARE USED FOR A MINIMUM OF 10% OF THE TOTAL VALUE OF MATERIAL, BASED ON THE TOTAL ESTIMATED COST OF MATERIALS OF THE PROJECT ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE SANTA ROSA COUNTY. CONSTRUCTION WASTE GENERATED AT THE SITE IS DIVERTED TO RECYCLE OR SALVAGE IN COMPLIANCE WITH AT LEAST 65% REDUCTION. AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER.

DOC. ISSUE.

PRICING SET 06/08/2017 CONSTRUCTION SET 11/17/2017

EROSION CONTROL NOTES: â&#x20AC;¢

SEE A0.2

(E) TREES TO REMAIN

06/08/2017

1511

SITE PLAN

SCALE 1/8" = 1'-0"

SITEPLAN NOTES

SCALE 12" = 1'-0"

A1.1

14'-2"

1. 2. 3. 4.

A3.2 17'-0"

15'-0"

5. 6. 7. 8.

9'-5 1/2"

3'-5 1/2"

SIM J A0.5

K A0.5

6'-0"

A A0.5

9. 10.

A4.2

A4.2 11.

18.1

6 A7.3

Z2 A0.6 UP

W A0.6

A7.1

R A0.6

A7.1

9.01

R A0.6 9.02

M A0.6

H A0.6

A7.1 10.1

9.05

18.3

10'-1"

C A0.6

Z1 A0.6

18 Q A0.6

V A0.6

10.2

15.

226 SF 12.1

11.1

18.4

XB-3

2 L A0.6

PLUMBING VENT; TYP

A6.2

350 SF

A8.1

227 SF

19'-1"

MIN MIN

4'-8" CLR

2'-1 1/2"

A6.2

61 SF

A7.2

N A0.6

I A0.6

B Z3 A0.6

9.06 X A0.6

9 A7.2

S A0.6

CONTROL JOINT; SEPARATION LINE BETWEEN SOG & PLATFORM ASSEMBLY

SEE NOTE #65

WC 13

3'-0"

8'-4"

E A0.6

1065 SF

A6.6

PLANTER

CONC-02

19.1

A A0.5

EGRESS WINDOW

29. 30.

SIM

30" CLR

33. 34.

HALL

Q A0.5

MASTER BATH

POOL TO BE INCLUDED UNDER SEPARATE PERMIT UL LISTED POOL COVER TO BE SPECIFIED UNDER SEPARATE PERMIT

J A0.5

31. 32.

30" CLR

1 A4.1

28.

11'-1"

16.2

20'-5"

CONC-03

27.

K 16.4 A0.5

Z A0.5

19.3

CLR

24. 25. 26.

P A0.5 15.1

PLANTER

CONC-02

ø 2' - 6"

14A

20. 21. 22. 23.

SHOWER

13A

POOL DECK

SEE NOTE #65

GUEST 1

CHASE

D A0.6

SEE NOTE #65

A3.2

226 SF

15A

CLR CONC-03

A6.3

19.

18.5

A6.4

9'-3"

CLR

3'-0"

ø 2' - 6"

3'-0"

SEE NOTE #60

A1/A2

BATH

6 A5.1

137 SF

18.

CLR

2'-1 1/2"

C A0.5

4'-3"

HALLWAY

CONC-02 CONC-02

SEE NOTE #60

12B

10'-10"

A4.1

A6.3

130 SF

7'-8"

9'-3"

TYP

15" 15"

35. 36.

A4.1

16 16A

16.1

153 SF

Q A0.5

11'-7"

16. 17.

12'-1"

CLR

OPEN OFFICE

6'-1"

CLR

MEDIA 11

DEN

3'-0"

12A

61 SF

15" MIN15" MIN

7'-4"

11 ø 2' - 6"

3 A5.1

A8.0

64 SF

ACCESSWAY 14'-0"

TYP

A4.1

11A

A6.4

3'-2"

GUEST BATH

STORAGE 2

13'-2"

12. 13. 14.

GUEST 2

BUILT IN DESK AND SHELVES

CONC-02

A3.2

13'-2"

ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS SHALL BE FINISHED WITH 1/2" GYP BOARD (R302.7)

EGRESS WINDOW

37.

4 38.

A3.2

14'-7" 11'-10" CLR

R A0.6

Z3 A0.5

15'-3"

POOL 572 SF

14'-10"

17A

S A0.5

A6.6

SEE NOTE #65

40.

17.9

A7.3

3 A3.1 / A3.2

1 A5.1

39.

A3.2

41.

MASTER BED

42.

43.

12'-8"

226 SF

44.

17.6 CONC-02

45.

XB-4

Z4 A0.5

F T A0.5

LINE OF DECK / BUILDING ABOVE

49.

A7.3 LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION

14'-5"

LINE OF ROOF 50.

47. 48.

17.1

DRAINAGE OUTLET IN FLOOR ABOVE

46.

51.

A4.2

8A JACUZZI 95 SF

2 A4.2

52.

53. 54. 55.

A3.1

A3.2 -

TRUE NORTH

56.

2.94°

57. 58. 59.

PROJECT NORTH

60. 61. 62.

FLOORPLAN LEVEL 1 - POOL DECK

63. 64.

ALL DIMENSIONS TO CENTER LINE OF STRUCTURE (FOS) UNLESS OTHERWISE NOTED (UON). ALL CASEWORK DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. DO NOT SCALE FROM DRAWINGS. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. ALL NON-DIMENSIONED DOORS AND WINDOWS TO BE CENTERED IN THE CLEAR OPENING. ALL DOORS AND WINDOWS DIMENSIONED TO THE CENTERLINE OF THE CLEAR OPENING. SEE ELECTRICAL PLANS (SHEETS E0.1 & E0.2) FOR HARD WIRED SMOKE DETECTOR LOCATIONS. PROVIDE MINIMUM 72" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE. THE BUILDING SHALL HAVE WATER CLOSETS WHICH USE NO MORE THAN 1.28 GALLONS PER FLUSH. ALL HABITABLE ROOMS EXCEPT KITCHENS SHAL BE AT LEAST 70SF IN AREA AND SHALL HAVE A WIDTH OF AT LEAST 7 FEET. IN ADDITION THERE SHALL BE AT LEAST ON E ROOM WITH A MINUIMUM OF 120 SF IN EACH DWELLING. MINIMUM CEILING HEIGHT SHALL BE 7'-0 SE CRC FOR EXCEPTIONS (R303.9) MINIMUM CEILING HEIGHT FOR LAUNDRY ROOMS, HALLWAYS, CORRIDORS, KITCHENS AND BATHROOMS WILL BE 7'-0". MINIMUM WIDTH FOR CORRIDORS AND STAIRWAYS WILL BE 36". ALL SOLID FUEL BURNING APPLIANCES (STOVES/FIREPLACES) MAY BE INSTALLED ONLY IF "EPA" CERTIFIED AND RECOGNIZED BY THE AIR POLUTION CONTROL BOARD (COUNTY BOARD OF SUPERVISORS) APCD RULE 504. WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER THIRD OF THE TANK AND ONE IN THE LOWER THIRD OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS. 507.3 THE BUILDING DESIGN AND CONSTRUCTION MUST MEET REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, CHAPTER 2-53 AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2, SCHEDULE 4, ARTICLE 3. CHIMNEYS SHALL EXTEND NOT LESS THAN 2 FEET ABOVE ANY PART OF THE BUILDING WITHIN 10 FEET. 370(G), TABLE 31-B. PROVIDE R-12 EXTERIOR BLANKET FOR HOT WATER HEATER. R-3 INSULATION SHALL BE PROVIDED FOR THE FIRST FIVE FEET OF THE WATER HEATER OUTLET PIPE. ALL WATER HEATING AND SPACE CONDITIONING EQUIPMENT, SHOWER HEADS AND FAUCETS SHALL BE C.E.C. CERTIFIED. ALL STEAM CONDENSATE RETURN PIPING, AND ALL CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOT WATER PIPING SHALL BE INSULATED PER PLUMBING CODE. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE LOCAL BUILDING CODE QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONED AND OUTSIDE OR UNCONDITIONED SPACES, SUCH AS GARAGES AND COMPARTMENTS FOR CENTRAL AIR GAS FURNACES, SHALL BE FULLY WEATHERSTRIPPED. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED INDICATING COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS. CAULK PLUMBING AND ELECTRICAL PENETRATIONS, ALL WINDOW AND DOOR FRAMES, BETWEEN WALL SOLEPLATES AND FLOORS AND ALL OTHER OPENINGS IN THE ENVELOPE. ALL EXTERIOR OPENINGS SHALL BE PROPERLY WEATHERSTRIPPED, CERTIFIED AND LABELED. ALL NEW APPLIANCES MEET ENERGY STAR DESIGNATIONS WHEN APPLICAPLE FOR THAT APPLIANCE ALL SHOWERS AND TUB/SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE. PROVIDE MINIMUM 30" CLEAR INTERIOR FINISH DIMENSION AT ALL SHOWERS. ALL EXTERIOR HOSE BIBS SHALL BE MOUNTED AT +6 ABOVE ADJACENT GRADE OR FINISH UNLESS OTHERWISE NOTED. PROVIDE 2X WOOD BLOCKING AT ALL WOOD BASE LOCATIONS. AN APPROVED SEISMIC SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS. CONTRACTOR SHALL PROVIDE GAS AND ELECTRIC CONNECTIONS FOR ALL NEW AND OWNERPROVIDED EQUIPMENT. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. 91.1402.4 PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOAL SYSTEM. (R306.3). NEWLY INSTALLED BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. PROVIDE MANUFACTURER'S CUT SHEET FOR VERIFICATION. (4.506.1) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) INSTALLED IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS OF SECTIONS 4.303.1.1 THROUGH 4.303.1.4.4 (CGBC A4) AND THE CALIFORNIA PLUMBING CODE. SOUND INSULATION REQUIRED IN ALL TOILET WALLS. ANY DOOR OVER A LANDING MUST OPEN OVER A LANDING NOT MORE THAN 1" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD (91.1003.3.1.6) KITCHEN SINKS, LAVATORIES, BATHTUBS,SHOWERS, LAUNDRY TUBS, AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. (R306.4) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1) A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON ABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTENT TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (R307.2) ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATION EQUIPMENT. (4.504.1) ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS, AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND LIMITS LISTED IN TABLES 9.504.1-9.504.3. THE VOC CONTENT VERIFICATION CHECKLIST, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURERS SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.1, 9.504.5.1) NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 4.504.5/ TABLE 9.504.5 A 4-INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR PROPOSED SLAB ON GRADE CONSTRUCTION. (4.505.2.1) A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR PROPOSED SLAB ON GRADE CONSTRUCTION. (4.505.2.1) BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THE BUILDING INSPECTOR. (4.505.3) NEWLY INSTALLED BATHROOM EXHAUST FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. (4.506.1) EVERY SLEEPING ROOM AND ANY BASEMENT MUST HAVE AT LEAST ONE OPENABLE WINDOW OR DOOR APPROVED FOR EMERGENCY RESCUE WITH A MINUMUM NET CLEAR OPENING OF 5.7 SQ FT, EXCEPT WINDOWS AT THE GRADE FLOOR SHALL HAVE A MINIMUM NET AREA OF 5.0 SQ FT THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20". THE BOTTOM OF THE CLEAR OPENING SHALL BE NO MORE THAN 44" FROM THE FLOOR. (R310.1) BATHROOMS, WATERCLOSET COMPARTMENTS AND SIMILAR ROOMS SHALL HAVE WINDOW AT LEAST 3 SQ FEET IN AREA, HALF OF WHICH MUST BE OPENABLE, OR MECHANICAL VENTILATION MUST BE PROVIDED. (R303.3) EACH BATHROOM CONTAINING A BATHING FACILITY SHALL BE MECHANICALLY VENTILATED FOR THE PURPOSES OF HUMIDITY CONTROL HEATING SYSTEMS ARE REQUIRED TO MAINTAIN 68 DEGREES AT 3'-0" ABOVE FLOOR LEVEL AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AIR INFILTRATION, INSUALTION, SPACE HEATING, SPACE COOLING, WATER HEATING, ETC SHALL MEET CA ENERGY COMISSION STANDARDS. EXTERIOR SURFACES SHALL BE WEATHERPROOFED ABOVE AND BELOW GRADE (R406 & R703) CONCRETE SLABS SHALL BE SEPARATED FROM EARTH BY A 6 MIL VAPOR RETARDER, WITH EDGES LAPPED A MIN OF 6". (R506.2.3) A CAPILLARY BREAK SHALL BE INSTALLED WHEN CONCRETE SLAB-ON-GROUND FLOORS ARE REQUIRED TO HAVE A VAPOR RETARDER. THIS CAPILLARY BREAK SAHLL BE A 4" THK BASE OF 1/2" OR LARGER CLEAN AGGREGATE WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE. THE CONCRETE MIX DESIGN SHALL ADDRESS BLEEDING, SHINKAGE, AND CURLING, IN ACCORDANCE WITH ACI 302.2R-06. (CALGREEN 4.505.2.1) THE GROUND ADJACENT TO THE FOUNDATION SHALL BE SLOPED SO THAT THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'. IMPERVEOUS SURFACES AMY BE SLOPED A MIN OF 2%. ALL EXTERIOR FASTENERS SHALL BE CORROSION RESISTANT (R703.4) CORROSION RESISTANT FLASHING SHALL BE PROVIDED AT OPENINGS AND INTERSECTIONS/ATTACHMENTS (R703.8) ALL SMOKE ALARMS TO BE COMBINED CARBON MONOXIDE ALARMS. CLOTHES DRYER TO VENT TO OUTSIDE OF BUILDING. (CMC 504.3). VENT LENGTH TO SHALL BE 14' MAX OR VENT SIZE SHALL BE DECREASED (CMC 504.3) SHOWERS AND TUBS WITH SHOWERS SHALL REQUIRE A NON-ABSORBENT SURFACE UP TO 72" ABOVE THE FLOOR (R307.2) CURTAIN ROD OR ENCLOSURE MATERIAL TO BE PROVIDED. WOOD BURNING APPLIANCES SHALL BE EPA PHASE II CERTIFIED (SONOMA COUNTY ORDINANCE FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS (R302.11)

FP (L1) NOTES

SCALE 1/4" = 1'-0"

Tel: 213.380.1060 inquiry@tkithouse.com

2'-0"

10'-0"

2764 LESLIE ROAD SANTA ROSA, CA 95404

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

9A 7"

A3.1 10'-0"

10'-0"

Taalman Architecture

SANTA ROSA IT HOUSE

FLOOR PLAN L1 - POOL

DOC. ISSUE. PRICING SET 06/08/2017 CONSTRUCTION SET 11/17/2017

06/08/2017

1511

A2.1

A3.1

2'-0"

A3.2

17'-7 1/2"

1. 2. 3. 4.

5. 6. 7. 8.

16'-0"

9. 10.

A4.2

11. 12. 13.

A3.2

1 14.

TYP

K P A0.7 1.09 A0.7 UP

U A0.7

A8.0

A A0.7

F A0.7

42" CONTINUOUS GLASS GUARDRAIL AROUND PERIMETER OF ROOF DECK

15.

A7.0

1.08

A DN 1

CLR

1'-5"

17.

TYP

PLUMBING VENT; TYP

1.07

A8.0

1'-5"

B A0.7

3'-11"

CLR CLR

18. TRELLIS ABOVE

CLR

PLUMBING VENT; TYP

Z A0.7

ROOF DECK

CLR

4'-0"

14'-0"

C A0.7

14'-0"

16 SF

5'-8"

A4.1

ø 2' - 0"

A7.5

1.10

EXHAUST FAN VENT

19.

PLUMBING VENT

20. 21.

WD-03

3'-10" CLR

4 A5.1

BISON IPE WOOD TILES (ASTM E108-07A) (ASTM E-84-08A) CLASS A RATED; IGNITION RESISTANT DECKING SURFACE (SFM STANDARD 12-7A-4) & (SFM Standard 12-7A-5)

217 SF

Z1 A0.7

22. 23.

D A0.7

B 1.11 A3.1

27.

9'-3"

Z2 A0.7

C 4'-2"

6'-1"

28. 29.

EXHAUST FAN VENT

1.12

PORCH

23 SF

CLR

3'-1"

A4.1

31. 32.

1.02

KITCHEN / LIVING / DINING 1I

A7.2

A4.1

35. 36.

37.

PLUMBING VENT

D A0.7

W A0.7 TYP

38.

R A0.7

A7.6

CONC-02

1A 39.

8'-7"

40.

1 A7.4

A6.1

41.

1.01

X A0.7

34.

A7.5

800 SF

33.

EXHAUST FAN VENT

3'-10"

30.

Q A0.7

XB-1

SEE NOTE #60

Q A0.7

LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION (LEVEL 2)

24. 25. 26.

PLUMBING VENT

16.

7'-11"

42. FIRE RIBBON 87E: UL LISTED DIRECT VENT GAS BURNING FIREPLACE (Omni-Test Laboratories ANSI Z21.88-2009 CSA 2.33-2009)

2 Y A0.7

6 3

A3.1 / 3 A3.2

44. 45.

SEE NOTE #63

6" 1C

E A0.7

BALCONY

A7.5

J A0.7 ø

G 48.

DRAINAGE OUTLET IN FLOOR TO RAINCHAIN BELOW; TBD

152 SF

46. 47.

42" CONTINUOUS GLASS GUARDRAIL AROUND BALCONY

6'-11"

43.

CONC-03

49.

ACID WASHED CONCRETE: NONCOMBUSTIBLE DECKING SURFACE (R327.9.3)

50. 51.

BALCONY SLOPED TO DRAIN

52.

A7.0

53.

A4.2

A3.1

54. 55. 56.

RETAINING WALL BELOW 2.94°

57.

19'-8" 58. 59.

16'-2"

3'-5 1/2"

PROJECT NORTH

60. 61. 62.

FLOORPLAN LEVEL 2 - KITCHEN / LIVING / DINING

63. 64.

ALL DIMENSIONS TO CENTER LINE OF STRUCTURE (FOS) UNLESS OTHERWISE NOTED (UON). ALL CASEWORK DIMENSIONS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. DO NOT SCALE FROM DRAWINGS. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. ALL NON-DIMENSIONED DOORS AND WINDOWS TO BE CENTERED IN THE CLEAR OPENING. ALL DOORS AND WINDOWS DIMENSIONED TO THE CENTERLINE OF THE CLEAR OPENING. SEE ELECTRICAL PLANS (SHEETS E0.1 & E0.2) FOR HARD WIRED SMOKE DETECTOR LOCATIONS. PROVIDE MINIMUM 72" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE. THE BUILDING SHALL HAVE WATER CLOSETS WHICH USE NO MORE THAN 1.28 GALLONS PER FLUSH. ALL HABITABLE ROOMS EXCEPT KITCHENS SHAL BE AT LEAST 70SF IN AREA AND SHALL HAVE A WIDTH OF AT LEAST 7 FEET. IN ADDITION THERE SHALL BE AT LEAST ON E ROOM WITH A MINUIMUM OF 120 SF IN EACH DWELLING. MINIMUM CEILING HEIGHT SHALL BE 7'-0 SE CRC FOR EXCEPTIONS (R303.9) MINIMUM CEILING HEIGHT FOR LAUNDRY ROOMS, HALLWAYS, CORRIDORS, KITCHENS AND BATHROOMS WILL BE 7'-0". MINIMUM WIDTH FOR CORRIDORS AND STAIRWAYS WILL BE 36". ALL SOLID FUEL BURNING APPLIANCES (STOVES/FIREPLACES) MAY BE INSTALLED ONLY IF "EPA" CERTIFIED AND RECOGNIZED BY THE AIR POLUTION CONTROL BOARD (COUNTY BOARD OF SUPERVISORS) APCD RULE 504. WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER THIRD OF THE TANK AND ONE IN THE LOWER THIRD OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS. 507.3 THE BUILDING DESIGN AND CONSTRUCTION MUST MEET REQUIREMENTS OF TITLE 24, PART 2, CHAPTER 2-53. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, CHAPTER 2-53 AND THAT THE MATERIALS INSTALLED CONFORM WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2, SCHEDULE 4, ARTICLE 3. CHIMNEYS SHALL EXTEND NOT LESS THAN 2 FEET ABOVE ANY PART OF THE BUILDING WITHIN 10 FEET. 370(G), TABLE 31-B. PROVIDE R-12 EXTERIOR BLANKET FOR HOT WATER HEATER. R-3 INSULATION SHALL BE PROVIDED FOR THE FIRST FIVE FEET OF THE WATER HEATER OUTLET PIPE. ALL WATER HEATING AND SPACE CONDITIONING EQUIPMENT, SHOWER HEADS AND FAUCETS SHALL BE C.E.C. CERTIFIED. ALL STEAM CONDENSATE RETURN PIPING, AND ALL CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOT WATER PIPING SHALL BE INSULATED PER PLUMBING CODE. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE LOCAL BUILDING CODE QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONED AND OUTSIDE OR UNCONDITIONED SPACES, SUCH AS GARAGES AND COMPARTMENTS FOR CENTRAL AIR GAS FURNACES, SHALL BE FULLY WEATHERSTRIPPED. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED INDICATING COMPLIANCE WITH THE APPROPRIATE INFILTRATION STANDARDS. CAULK PLUMBING AND ELECTRICAL PENETRATIONS, ALL WINDOW AND DOOR FRAMES, BETWEEN WALL SOLEPLATES AND FLOORS AND ALL OTHER OPENINGS IN THE ENVELOPE. ALL EXTERIOR OPENINGS SHALL BE PROPERLY WEATHERSTRIPPED, CERTIFIED AND LABELED. ALL NEW APPLIANCES MEET ENERGY STAR DESIGNATIONS WHEN APPLICAPLE FOR THAT APPLIANCE ALL SHOWERS AND TUB/SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE. PROVIDE MINIMUM 30" CLEAR INTERIOR FINISH DIMENSION AT ALL SHOWERS. ALL EXTERIOR HOSE BIBS SHALL BE MOUNTED AT +6 ABOVE ADJACENT GRADE OR FINISH UNLESS OTHERWISE NOTED. PROVIDE 2X WOOD BLOCKING AT ALL WOOD BASE LOCATIONS. AN APPROVED SEISMIC SHUTOFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS. CONTRACTOR SHALL PROVIDE GAS AND ELECTRIC CONNECTIONS FOR ALL NEW AND OWNERPROVIDED EQUIPMENT. PROVIDE DAMP-PROOFING FOR ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE. 91.1402.4 PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOAL SYSTEM. (R306.3). NEWLY INSTALLED BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. PROVIDE MANUFACTURER'S CUT SHEET FOR VERIFICATION. (4.506.1) PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) INSTALLED IN RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS OF SECTIONS 4.303.1.1 THROUGH 4.303.1.4.4 (CGBC A4) AND THE CALIFORNIA PLUMBING CODE. SOUND INSULATION REQUIRED IN ALL TOILET WALLS. ANY DOOR OVER A LANDING MUST OPEN OVER A LANDING NOT MORE THAN 1" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD (91.1003.3.1.6) KITCHEN SINKS, LAVATORIES, BATHTUBS,SHOWERS, LAUNDRY TUBS, AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY. (R306.4) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (R303.1) A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOW COMPARTMENTS SHALL BE FINISHED WITH A NON ABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTENT TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. (R307.2) ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATION EQUIPMENT. (4.504.1) ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS, AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND LIMITS LISTED IN TABLES 9.504.1-9.504.3. THE VOC CONTENT VERIFICATION CHECKLIST, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURERS SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.1, 9.504.5.1) NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN TABLE 4.504.5/ TABLE 9.504.5 A 4-INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR PROPOSED SLAB ON GRADE CONSTRUCTION. (4.505.2.1) A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR PROPOSED SLAB ON GRADE CONSTRUCTION. (4.505.2.1) BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THE BUILDING INSPECTOR. (4.505.3) NEWLY INSTALLED BATHROOM EXHAUST FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. (4.506.1) EVERY SLEEPING ROOM AND ANY BASEMENT MUST HAVE AT LEAST ONE OPENABLE WINDOW OR DOOR APPROVED FOR EMERGENCY RESCUE WITH A MINUMUM NET CLEAR OPENING OF 5.7 SQ FT, EXCEPT WINDOWS AT THE GRADE FLOOR SHALL HAVE A MINIMUM NET AREA OF 5.0 SQ FT THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20". THE BOTTOM OF THE CLEAR OPENING SHALL BE NO MORE THAN 44" FROM THE FLOOR. (R310.1) BATHROOMS, WATERCLOSET COMPARTMENTS AND SIMILAR ROOMS SHALL HAVE WINDOW AT LEAST 3 SQ FEET IN AREA, HALF OF WHICH MUST BE OPENABLE, OR MECHANICAL VENTILATION MUST BE PROVIDED. (R303.3) EACH ABTROOM CONTAINING A BATHING FACILITY SHALL BE MECHANICALLY VENTILATED FOR THE PURPOSES OF HUMIDITY CONTROL HEATING SYSTEMS ARE REQUIRED TO MAINTAIN 68 DEGREES AT 3'-0" ABOVE FLOOR LEVEL AND 2 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AIR INFILTRATION, INSUALTION, SPACE HEATING, SPACE COOLING, WATER HEATING, ETC SHALL MEET CA ENERGY COMISSION STANDARDS. EXTERIOR SURFACES SHALL BE WEATHERPROOFED ABOVE AND BELOW GRADE (R406 & R703) CONCRETE SLABS SHALL BE SEPARATED FROM EARTH BY A 6 MIL VAPOR RETARDER, WITH EDGES LAPPED A MIN OF 6". (R506.2.3) A CAPILLARY BREAK SHALL BE INSTALLED WHEN CONCRETE SLAB-ON-GROUND FLOORS ARE REQUIRED TO HAVE A VAPOR RETARDER. THIS CAPILLARY BREAK SAHLL BE A 4" THK BASE OF 1/2" OR LARGER CLEAN AGGREGATE WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE. THE CONCRETE MIX DESIGN SHALL ADDRESS BLEEDING, SHINKAGE, AND CURLING, IN ACCORDANCE WITH ACI 302.2R-06. (CALGREEN 4.505.2.1) THE GROUND ADJACENT TO THE FOUNDATION SHALL BE SLOPED SO THAT THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'. IMPERVEOUS SURFACES AMY BE SLOPED A MIN OF 2%. ALL EXTERIOR FASTENERS SHALL BE CORROSION RESISTANT (R703.4) CORROSION RESISTANT FLASHING SHALL BE PROVIDED AT OPENINGS AND INTERSECTIONS/ATTACHMENTS (R703.8) ALL SMOKE ALARMS TO BE COMBINED CARBON MONOXIDE ALARMS. CLOTHES DRYER TO VENT TO OUTSIDE OF BUILDING. (CMC 504.3). VENT LENGTH TO SHALL BE 14' MAX OR VENT SIZE SHALL BE DECREASED (CMC 504.3) SHOWERS AND TUBS WITH SHOWERS SHALL REQUIRE A NON-ABSORBENT SURFACE UP TO 72" ABOVE THE FLOOR (R307.2) CURTAIN ROD OR ENCLOSURE MATERIAL TO BE PROVIDED. WOOD BURNING APPLIANCES SHALL BE EPA PHASE II CERTIFIED (SONOMA COUNTY ORDINANCE) FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS (R302.11)

FP (L2) NOTES

SCALE 1/4" = 1'-0"

Tel: 213.380.1060 inquiry@tkithouse.com

2764 LESLIE ROAD SANTA ROSA, CA 95404

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

Taalman Architecture

SANTA ROSA IT HOUSE

FLOOR PLAN L2 - KLD

DOC. ISSUE. PRICING SET 06/08/2017 CONSTRUCTION SET 11/17/2017

06/08/2017

1511

A2.2

8A 8B

9A 9B

ROOF COVERINGS AND INSTALLATION SHALL BE A MINIMUM "CLASS A."

ALL ROOF SURFACES SHALL BE SLOPED A MINIMUM OF 1/4 INCH PER FOOT (2 % MINIMUM SLOPE) FOR DRAINAGE.

PROVIDE ADEQUATE AND NECESSARY DRAINAGE AROUND PLUMBING RISERS.

SEE BUILDING SECTIONS, SHEETS A4.1 FOR EAVE HEIGHTS.

PROVIDE AN APPROVED SPARK ARRESTOR FOR THE CHIMNEY OF A FIREPLACE, STOVE, BARBECUE, OR FIREPIT

CRICKETS TO BE MINIMUM 4" FROM SCUPPER OPENINGS.

ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING.

FLASHING FOR EXTERIOR OPENINGS, ROOFS, DECKS AND PARAPET WALLS WILL CONFORM WITH IBC.

A4.2 2 SEE DETAIL FOR SOIL AND MEDIA SPECIFICATION

LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION (LEVEL 1)

A4.2 1/4" / 1'-0"

LOCATION OF DOWNSPOUT TO GRAVEL DEPRESSION (LEVEL 1)

A7.0

Tel: 213.380.1060 inquiry@tkithouse.com

WHITE FIBERTITE ROOF MEMBRANE; SRI 98.54 CRRC RATING # CRRC-06340002 ESR-1456; CLASS A FIRE RATED

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

TYPICAL ROOF NOTES:

A 1/4" / 1'-0"

A 2 A4.1 1/4" / 1'-0"

1/4" SLOPE UNDER WOOD DECK

EXHAUST FAN VENT

ROOF CONSTRUCTION DOES NOT ALLOW FOR SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING. 3.

NO ROOF VALLEY FLASHING IS USED IN THE CONSTRUCTION OF ROOF.

GUTTER SHALL BE PROVIDED WITH MEANS TO PREVENT LEAVES AND DEBRIS FROM ACCUMULATING. CBC 705A.4

ATTIC VENTILATION A. CONSTRUCTION DOES NOT PROVIDE FOR ANY ATTIC SPACE OR VENTS. B. EAVE PROTECTION IS PROVIDED BY CONSTRUCTION AND FINISH MATERIALS, ALUMINUM AND STEEL.

EXTERIOR WALLS A. CEMENT FIBRE CLADDING IS CLASS A, NONFLAMMABLE, INCOMBUSTIBLE.

EXTERIOR WALL OPENINGS A. ALL GLAZING TO HAVE A FIRE RESISTIVE RATING OF NOT LESS THAN 20 MINUTES.

R-01 1/4" / 1'-0"

HATCHED AREA INDICATES GREEN ROOF: 1445 SF

1/4" SLOPE UNDER WOOD DECK

4'-0"

1/4" / 1'-0"

PLUMBING VENT

1/4" / 1'-0"

3'-6 1/2"

1/4" / 1'-0"

3'-6 1/2"

1/4" / 1'-0"

PLUMBING VENT

EXHAUST FAN VENT

2764 LESLIE ROAD SANTA ROSA, CA 95404

PLUMBING VENT

TRELLIS

PLUMBING VENT

2'-0"

A4.1

1/4" / 1'-0"

ROOFING. A. SEE 7-SERIES FOR ADDITIONAL ROOF ASSEMBLY DETAILS.

SANTA ROSA IT HOUSE

EXHAUST FAN VENT

Taalman Architecture

NOTES: REGARDING CBC CH7A

C EXHAUST FAN VENT

R-01

A4.1

A4.1 PLUMBING VENT

1/4 "

3'-6 1/2"

1/4" / 1'-0"

/ 1' -0"

1/4" / 1'-0"

E OMNI ECOSYSTEMS BUILT-IN PLACE MEADOW GREEN ROOF SYSTEM

LINE OF BUILDING BELOW

EF 2'-0"

1/4" / 1'-0"

ROOF PLAN

2'-0"

1/4" / 1'-0"

LINE OF BUILDING BELOW

FIRPLACE VENT W/ ATTACHED SPARK ARRESTOR; SEE 9/A7.0

G DOC. ISSUE.

LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION (LEVEL 1)

3'-6 1/2"

LOCATION OF RAINCHAIN TO GRAVEL DEPRESSION (LEVEL 2)

3'-6 1/2"

PRICING SET 06/08/2017 CONSTRUCTION SET 11/17/2017

2 A4.2

A4.2

9A 9B

06/08/2017 2.94Â°

PROJECT NORTH

ROOF PLAN

1511

SCALE 1/4" = 1'-0"

ROOF NOTES

SCALE 12" = 1'-0"

A2.3

NO INSULATION

96.02

4'-0" WIDE, 18GA PERFORATED STEEL SCREENING PANELS ATTACHED PER STRUCTURAL, BOTH SIDES

STEEL C-CHANNEL STUDS PER STRUCTURAL

ZINC PLATED TEK SCREWS @ 6" O.C.

X ATTACHEMENT PER STRUCTURAL

X 1/4" / 1'-0"

100.43

9' - 6" CARPORT CEILING

GUTTER (OPTIONAL)

STEEL C-CHANNEL HEADER ATTACHED TO DECKING ABOVE

Tel: 213.380.1060 inquiry@tkithouse.com

A2.4

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

CUSTOM BENT FASCIA

2 Taalman Architecture

3" BUILT UP ROOFING ASSEMBLY

ROOFING MEMBRANE, SEE FINISH SCHEDULE

1/4" / 1'-0"

106.92

1/4" / 1'-0"

R-01

Z 106.39

TYP

6 A2.4

4'-0" WIDE, 18GA PERFORATED STEEL SCREENING PANELS ATTACHED PER STRUCTURAL, BOTH SIDES

6'-0" HIGH WOOD FENCE

4 PERFORATED 18 GA STEEL SCREENING PANELS

A2.4

13 6'-0" HIGH WOOD FENCE

4" MAX

COLUMN BEYOND BASE CLIP BEYOND

CIP WALL

MIN

3'-6"

(E)

SEP TIC

TAN K

SELF CLOSING, SELF LATCHING GATE WITH SECURITY LOCK

CARPORT 106' - 11" 4" MAX

STEEL BASE C-CHANNEL SECURED TO CONCRETE

ZINC PLATED TEK SCREWS @ 6" O.C.

SLAB AND DECKING; SEE STRUCTURAL

7' - 7 1/2"

WOOD FRAMED WALL; SEE STRUCTURAL

2764 LESLIE ROAD SANTA ROSA, CA 95404

SANTA ROSA IT HOUSE

1/4" / 1'-0"

SCALE 6" = 1'-0"

SCREEN ATTACHMENT @ JAMB

RETAINING WALL; SEE STRUCTURAL SLAB; SEE STRUCTURAL

- 0' - 0" CARPORT FF

98.92

FOUNDATIONS; SEE STRUCTURAL

15'-7 1/2"

A2.4

EQ EQ

WP & GFCI

10'-0 3/4"

DOC. ISSUE.

F9 CLNG-01

CONSTRUCTION SET 11/17/2017

Z 4"

TYP 7 A2.4

PRICING SET 06/08/2017

TYP 4'-0" WIDE PERFORATED PANEL W/ 2-1/2" METAL STUD FRAMING

CONCRETE RETAINING WALL PER STRUCTURAL

9'-2"

CONC-03

GFI&WP

OCCUPANCY SENSOR

4 4

UNDER CARPORT STORAGE

SCALE 1/4" = 1'-0"

11 3

06/08/2017

6'-0" HIGH WOOD FENCE

MAX

GFI&WP

MAX

WP & GFCI

10'-0 3/4"

STORAGE SPACE

MAX

8'-10 3/4"

WP & GFCI

CLR

CONC-03

X WP & GFCI

3'-0"

A2.4

9'-2"

WP & GFCI

15'-7 1/2"

CARPORT

WOOD FRAMED WALL; TYP

SCALE 1/4" = 1'-0"

CARPORT ROOF PLAN

MAX

SCALE 1/4" = 1'-0"

CARPORT SECTION

SECTION SCREEN

SCALE ATTACHMENT 6" = 1'-0"

A2.4

CARPORT RCP

SCALE 1/4" = 1'-0"

1511

13 12 2

CARPORT FLOORPLAN

SCALE 1/4" = 1'-0"

A2.4

L2 - T.O ROOF 119' - 1"

STRUCTURAL ALUMINUM FRAMING

1/8" / 1'-0"

3 9 A7.0

1/8" / 1'-0"

L2 - T.O. BEAM 118' - 1"

WD-01 FIXED

OPERABLE

CONCRETE FOUNDATION WALL

FIXED

LEVEL 2 - KLD FF 109' - 7"

30" MAX

LEVEL 2 - KLD FF 109' - 7" 107.42

OPERABLE

CONCRETE FOUNDATION

RAINCHAIN TO GRAVEL DEPRESSION BELOW

RAINCHAIN TO GRAVEL DEPRESSION

SCALE 1/4" = 1'-0"

L2 WEST ELEV

G F

L2 - T.O ROOF 119' - 1"

L2 SOUTH ELEV

SCALE 1/4" = 1'-0"

A 1/8" / 1'-0"

1/8" / 1'-0"

1.02

1.07

3'-6"

1.01

SANTA ROSA IT HOUSE

L2 - T.O. BEAM 118' - 1"

OPERABLE

LEVEL 2 - KLD FF 109' - 7" L1 - T.O. BEAM 108' - 4 15/16"

RAINCHAIN TO GRAVEL DEPRESSION BELOW

FIXED

CONCRETE RETAINING WALL W/ WOOD SCREEN

WD-01

LEVEL 1 - POOL DECK FF 99' - 11" EXTERIOR OUTLETS, TYP

RAINCHAIN TO GRAVEL DEPRESSION

SCALE 1/4" = 1'-0"

L2 EAST ELEV L2 - T.O ROOF 119' - 1"

1/8" / 1'-0"

L2 - T.O. BEAM 118' - 1" WOOD SCREEN W/ CUSTOM WOOD GATE

1.08

1.09

3'-4"

L1 - T.O. ROOF 109' - 6"

WD-02

LEVEL 2 - KLD FF 109' - 7"

L1 - T.O. BEAM 108' - 4 15/16"

AX 2'-0" M

9.02 11.1

10.2

10.1

9.05

PRICING SET 06/08/2017

9.01

LANDING 105' - 6"

2'-5"

12.1

DOC. ISSUE.

CONSTRUCTION SET 11/17/2017

6A SEE A3.2 FOR GUEST BEDROOM ELEVATIONS

LEVEL 1 - POOL DECK FF 99' - 11"

99.92

STRUCTURAL LIGHT GAUGE STEEL FRAMING

HVAC EQUIPMENT MOUNTED ON ISOLATION PADS

06/08/2017

CONCRETE FOUNDATION WALL

DOWNSPOUT TO GRAVEL DEPRESSION

CONCRETE GARDEN WALL

HANDRAIL 36" ABOVE STAIR TREAD

RAINCHAIN TO GRAVEL DEPRESSION

L1/L2 NORTH ELEV

2764 LESLIE ROAD SANTA ROSA, CA 95404

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

1.12

(BELOW)

Tel: 213.380.1060 inquiry@tkithouse.com

GLASS GUARDRAIL

1.11

3'-6"

1.10

FC-01

Taalman Architecture

R-02

EXTERIOR ELEVATIONS - L2 + L1

L2 - T.O. BEAM 118' - 1"

F G

1511

SCALE 1/4" = 1'-0"

A3.1

8A 8B B

R-02

F G 1/8" / 1'-0"

L1 - T.O. ROOF 109' - 6" L1 - T.O. BEAM 108' - 4 15/16"

FIXED

OPERABLE

FIXED

L1 SOUTH 8A 8B

(BELOW)

FIXED

OPERABLE

L1 - T.O. ROOF 109' - 6"

L1 - T.O. BEAM 108' - 4 15/16"

OPERABLE

LEVEL 1 - POOL DECK FF 99' - 11"

SCALE ELEV1 1/4" = 1'-0"

FIXED

SCALE 1/4" = 1'-0"

L1 WEST ELEV

G F

L1 - T.O. ROOF 109' - 6"

17A

15.1

Taalman Architecture

9.06

LEVEL 1 - POOL DECK FF 99' - 11"

L1 - T.O. BEAM 108' - 4 15/16"

17.6

17.9

16.1

16.2

SEE A3.3 FOR GUEST BEDROOM ELEVATIONS

16.4

LEVEL 1 - POOL DECK FF 99' - 11"

RAINCHAIN TO GRAVEL DEPRESSION

CONCRETE STAIRS

L1 SOUTH 9B

STRUCTURAL LIGHT GAUGE STEEL FRAMING

SCALE ELEV2 1/4" = 1'-0"

L1 EAST ELEV

L1 - T.O. ROOF 109' - 6"

L1 - T.O. BEAM 108' - 4 15/16"

L1 - T.O. ROOF 109' - 6"

1/8" / 1'-0"

L1 - T.O. ROOF 109' - 6"

18.5

18.4

18.3

PRICING SET 06/08/2017 CONSTRUCTION SET 11/17/2017

19.1

LEVEL 1 - POOL DECK FF 99' - 11"

STRUCTURAL LIGHT GAUGE STEEL FRAMING

DOC. ISSUE.

EGRESS WINDOW

19.3

LEVEL 1 - POOL DECK FF 99' - 11"

L1 - T.O. BEAM 108' - 4 15/16" STRUCTURAL ALUMINUM FRAMING

EGRESS WINDOW

FC-01 18.1

3/8" / 1'-0"

L1 - T.O. BEAM 108' - 4 15/16"

R-02 1/8" / 1'-0"

SCALE 1/4" = 1'-0"

LEVEL 1 - POOL DECK FF 99' - 11"

STRUCTURAL LIGHT GAUGE STEEL FRAMING

EXTERIOR ELEVATIONS - L1

LEVEL 1 - POOL DECK FF 99' - 11"

1/8" / 1'-0"

17.1

WD-01

FC-01

CONCRETE WALL

SANTA ROSA IT HOUSE

L1 - T.O. BEAM 108' - 4 15/16"

R-02

Tel: 213.380.1060 inquiry@tkithouse.com

2764 LESLIE ROAD SANTA ROSA, CA 95404

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

STRUCTURAL LIGHT GAUGE STEEL FRAMING

06/08/2017

1511

L1 NORTH ELEV

SCALE 1/4" = 1'-0"

L1 EAST ELEV2

SCALE 1/4" = 1'-0"

L1 SOUTH

SCALE ELEV3 1/4" = 1'-0"

L1 WEST ELEV2

SCALE 1/4" = 1'-0"

A3.2

35' DATUM - MAX BUILDING HEIGHT

9 A7.0

L2 - T.O ROOF 119' - 1"

Taalman Architecture

KITCHEN / LIVING / DINING

L2 CEILING HEIGHT

8'-6"

L2 - T.O. BEAM 118' - 1"

PORCH 3C LEVEL 2 - KLD FF 109' - 7"

L1 - T.O. ROOF 109' - 6"

107.44

TYP 3 A7.0

LINE OF NATURAL GRADE

EXTERIOR WALL: CLOSED CELL SPRAY FOAM INSULATION (R-17) W/ 1" EXTERIOR RIGID INSULATION (R-1.8)

INFINITY DRAIN

LEVEL 1 - POOL DECK FF 99' - 11"

1/4" / 1'-0"

POOL BEYOND

SCALE 1/4" = 1'-0"

EW SECTION 1 35' DATUM - MAX BUILDING HEIGHT

35' DATUM - MAX BUILDING HEIGHT

9 A7.0

BUILDING SECTIONS

L2 - T.O ROOF 119' - 1"

9B 9A

8B 8A

L1 - T.O. ROOF 109' - 6"

KITCHEN / LIVING / DINING

HALLWAY

GUEST BATH

OPEN OFFICE

DEN

109' - 7"

DOC. ISSUE. PRICING SET 06/08/2017

ACCESSWAY STORAGE 7

LEVEL 1 - POOL DECK FF 99' - 11"

LEVEL 2 - KLD FF 109' - 7"

CLR

GUEST 2

6'-8"

L1 CEILING HEIGHT

8'-6"

OVERALL BUILDING HEIGHT

109' - 7"

TYP 3 A7.0

L2 CEILING HEIGHT

ROOF DECK

8'-6"

L2 - T.O. BEAM 118' - 1"

28'-7"

2764 LESLIE ROAD SANTA ROSA, CA 95404

MASTER BATH

SANTA ROSA IT HOUSE

L1 CEILING HEIGHT

8'-6"

L1 - T.O. BEAM 108' - 4 15/16"

Tel: 213.380.1060 inquiry@tkithouse.com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

35' DATUM - MAX BUILDING HEIGHT

CONSTRUCTION SET 11/17/2017

LEVEL 1 - POOL DECK FF 99' - 11"

LINE OF NATURAL GRADE

06/08/2017

90.50 LOWEST BUILDING POINT

1511

EW SECTION 2

SCALE 1/4" = 1'-0"

A4.1

35' DATUM - MAX BUILDING HEIGHT ONE LAYER OF 5/8" TYPE X GYP ON FIREPLACE WALL

L2 - T.O ROOF 119' - 1"

F G 9 A7.0

Taalman Architecture

L2 - T.O. BEAM 118' - 1" L2 CEILING HEIGHT

BEAM PER STRUCTURAL

FOUNDATION WALL PER STRUCTURAL

GARDEN WALL

DRAINAGE OPENING TO GRADE

SCALE 1/4" = 1'-0"

NORTH SOUTH SECTION 1

35' DATUM - MAX BUILDING HEIGHT

BUILDING SECTIONS

35' DATUM - MAX BUILDING HEIGHT

L2 - T.O ROOF 119' - 1"

TYP 3 A7.0 EXTERIOR WALL: CLOSED CELL SPRAY FOAM INSULATION (R-17) W/ 1" EXTERIOR RIGID INSULATION (R-1.8)

L1 - T.O. ROOF 109' - 6"

F G

L1 - T.O. BEAM 108' - 4 15/16"

DOC. ISSUE.

MASTER BATH

MASTER BED

L1 CEILING HEIGHT

SHOWER

8'-6"

HALLWAY

PRICING SET 06/08/2017 CONSTRUCTION SET 11/17/2017

18" MIN

BUILDING HEIGHT

18'-6"

LEVEL 1 - POOL DECK FF 99' - 11"

2764 LESLIE ROAD SANTA ROSA, CA 95404

SANTA ROSA IT HOUSE

LEVEL 1 - POOL DECK FF 99' - 11"

ACCESSWAY CEILING HEIGHT

FIRE RIBBON 87E: UL LISTED DIRECT VENT GAS BURNING FIREPLACE (Omni-Test Laboratories ANSI Z21.88-2009 CSA 2.33-2009)

8'-11"

19'-2"

LEVEL 2 - KLD FF 109' - 7"

MAX BUILDING HEIGHT 35'-0"

8'-6"

BALCONY KITCHEN / LIVING / DINING

Tel: 213.380.1060 inquiry@tkithouse.com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

35' DATUM - MAX BUILDING HEIGHT

06/08/2017

91.00 LOWEST BUILDING POINT

NORTH SOUTH SECTION 2

1511

SCALE 1/4" = 1'-0"

A4.2

MISCELLANEOUS STRUCTURAL STEEL

EARTH WORK AND FOUNDATION SEE GEOTECHNICAL ENGINEERING STUDIES BY PJC & ASSOCIATES, INC. (600 MARTIN AVE., STE 210, ROHNERT PARK, CA 94928, TEL: 707.584.4804, FAX: 707.584.4811), DATED APRIL 27, 2016, JOB NO. 7009.01. AT THE TIME OF EXCAVATION THE FOUNDATION DEPTHS AND SOIL CAPACITY TO BE VERIFIED BY SOILS ENGINEER. PRIOR TO COMMENCING EXCAVATION , TAKE SUCH STEPS AS ARE NECESSARY TO SHORE AND BRACE ADEQUATELY AND SAFELY ALL ADJACENT SOILS OR STREETS SO AS NOT TO UNDERMINE THEM OR REMOVE THEIR LATERAL SUPPORT. PROVIDE FULL LATERAL SUPPORT TO ADJACENT SOILS DURING EXCAVATION AND UNTIL SUCH TIME AS NEW FOOTINGS ARE CAST. LEAVE SHORING AND BRACING IN PLACE UNTIL THE NEW CONSTRUCTION CAN PROVIDE ADEQUATE AND SAFE SUPPORT BOTH VERTICALLY AND LATERALLY . ADEQUATE AND PROPER SHORING BRACING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR . CAST FOOTINGS DIRECTLY AGAINST NEATLY TRENCHED EXCAVATIONS AND UPON UNDISTURBED NATURAL SOIL. IF TRENCHES CANNOT STAND, FULLY FORM SIDES OF FOOTINGS TO DIMENSIONS SHOWN. DO NOT ALLOW WATER TO STAND IN TRENCHES . PUMP OUT ANY STANDING WATER. PLACE NO CONCRETE UNTIL EXCAVATIONS ARE DEWATERED , INSPECTED AND APPROVED BY SOILS ENGINEER , AND UNTIL ALL REINFORCING STEEL AND OTHER INSERTS ARE SECURELY INSTALLED . BASEMENT RETAINING WALLS TO BE BACKFILLED AND COMPACTED PRIOR TO PROCEEDING WITH CONSTRUCTION AT TOP OF WALLS, U.O.N. ALLOWABLE SOIL BRG. PRESSURE =

2,500 PSF (PER SOILS REPORT)

ROUGH CARPENTRY MINIMUM PW. SHTG. GRADES AS FOLLOWS: ROOF: 1/2" 24/0, APA RATED SHTG., EXP.1 FLOOR: 3/4" 40/20, APA RATED SHTG., T. & G., EXP.1 1-1/8" 60/40, APA RATED SHTG., T. & G., EXP.1 WALL: 1/2" STRUCT. 1, 32/16, EXP.1 MOISTURE CONTENT OF ALL LUMBER SHALL NOT EXCEED 19%. ALL BOLTS TO BE HOT-DIPPED GALVANIZED WITH G-185 RATING. THOROUGHLY GALVANIZE ALL NAILS, BOLTS, AND HARDWARE EXPOSED TO WEATHER OR PRESURE TREATED LUMBER. USE UNFINISHED HEXAGONAL HEAD AND NUT MACHINE BOLTS WITH ROUND STEEL WASHERS UNDER HEAD AND NUT WHERE BEARING IS AGAINST WOOD, UNLESS OTHERWISE NOTED. USE ONLY FULL BODY (CUT THREAD) BOLTS AND ANCHOR BOLTS UNLESS OTHERWISE NOTED. BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED. FOR LAG BOLTS, PROVIDE LEAD HOLE 40% - 70% OF THREADED SHANK DIAMETER AND FULL DIAMETER FOR SMOOTH SHANK PORTION. APPROVED PLATE WASHERS, IN LIEU OF CUT WASHERS, SHALL BE PROVIDED FOR ALL PLYWOOD SHEAR WALL SILL PLATE ANCHOR BOLTS AND HOLDOWN CONNECTOR BOLTS. HOLDOWN CONNECTOR BOLTS AND PLATE WASHERS MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION . HOLDOWNS SHALL BE RETIGHTENED JUST PRIOR TO COVERING WALL FRAMING. STRUCTURAL OBSERVATION REQUIRED ON PLYWOOD SHEAR WALLS RATED OVER 300 PLF.

STAINLESS STEEL STAINLESS STEEL TO COMPLY WITH ANSI/ASCE-8-90 . BOLTS & NUTS: CABLE/WIRE:

ASTM F593 (15.08) ASTM A555

ALUMINUM ALL DESIGN, MATERIALS AND WORKMANSHIP SHALL COMPLY WITH THE LATEST SPECIFICATIONS FOR ALUMINUM STRUCTURES OF THE ALUMINUM ASSOCIATION.

MINIMUM ALLOY AND TEMPER BEAM & COLUMNS: ALL OTHER SHAPES & PLATES: SCREWS & BOLTS:

6063-T6 BY BOSCH 6061-T6 2024-T4

METAL ROOF DECKING ROOF DECKING TO BE ER3.5A, U.O.N. BY EPIC. SEE ESR-2047 AND MANUFACTUER FOR ADDITIONAL NFORMATION.

REINFORCE ALL CONCRETE AND CONCRETE BLOCK AS DETAILED. ALL REINFORCING STEEL TO BE NEW DEFORMED BARS ASTM A-615, GRADE 60, EXCEPT GRADE BEAMS THAT ARE PART OF A SPECIAL MOMENT FRAME SHALL USE ASTM A-706 REINFORCING STEEL. REINFORCING STEEL TO BE IN AS LONG LENGTHS AS PRACTICABLE OR AS DETAILED. LAP REINFORCING NOT LESS THAN 48 BAR DIAMETERS AT SPLICES AND CORNERS, UNLESS OTHERWISE NOTED. STAGGER SPLICES BETWEEN ADJACENT BARS. MAINTAIN COVERAGE TO FACE OF BAR AS FOLLOWS, U.O.N.: 3 INCHES WHERE CONCRETE IS DEPOSITED AGAINST EARTH, 2 INCHES WHERE CONCRETE IS EXPOSED TO EARTH OR WEATHER , BUT FORMED, OR AT MID-DEPTH OF SLABS ON GRADE. CONFORM WITH "MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES" ACI-315 LATEST EDITION UNLESS OTHERWISE NOTED. DOWEL VERTICAL REINFORCING IN WALLS TO FOOTINGS WITH BARS OF SAME SIZE AND SPACING AS VERTICAL REINFORCING .

MINIMUM SIZE OF FILLET WELDS Material Thickness of Thicker Part Joined (in.)

Minumum Size of Fillet Weld a (in.)

To 1/4 inclusive 1/8 Over 1/4 to 1/2 3/16 Over 1/2 to 3/4 1/4 Over 3/4 5/16 a Leg dimension of fillet welds. Single-pass welds must be used.

WELDING OF REINFORCING STEEL FIELD WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY WELDERS SPECIFICALLY CERTIFIED FOR REINFORCING STEEL AND UNDER CONTINUOUS SPECIAL INSPECTION. PRIOR TO WELDING, THE "CARBON EQUIVALENT" (CE) OF STEEL SHALL BE DETERMINED. REINFORCING STEEL WHOSE "CE" CANNOT BE IDENTIFIED OR WHOSE "CE" EXCEEDS 0.75% SHALL NOT BE WELDED. EXCEPT FOR REINFORCING STEEL CONFORMING TO ASTM A-706, REINFORCING STEEL SHALL BE PREHEATED AS SHOWN IN TABLE 1, RGA 3-77. IN ADDITION, STEEL WHOSE "CE" IS BETWEEN 0.66% AND 0.75% SHALL BE WELDED ONLY WHEN PRIOR QUALIFICATION TESTS VERIFY ACCEPTABLE WELDABILITY .

ABBREVIATION A B = ANCHOR BOLT ABT = ABOUT ABV = ABOVE ADD = ADDITIONAL(LY) ADJ = ADJACENT ARCH = ARCHITECTURAL DWGS ALT = ALTERNATE B = BOT = BOTTOM BAL = BALANCE BD = BOARD BLDG = BUILDING BLW = BELOW BM = BEAM B N = BOUNDARY NAILING B O = BOTTOM OF BRG = BEARING BTW = BETWEEN B U = BUILT-UP BTR = BETTER BYD = BEYOND C = CAMBER C B = CONCRETE BLOCK C C = CENTER TO CENTER C I = CONTINUOUS INSPECTION C I P = CAST IN PLACE C J = CEILING JOIST CLR = CLEAR CNR = CORNER COL = COLUMN CONC = CONCRETE CONN = CONNECTION CONST = CONSTRUCTION CONT = CONTINUOUS(LY) CT JT = CONTROL JOINT CTR(D) = CENTER(ED) CTSK = COUNTERSINK D = DIAM = DIAMETER DBL = DOUBLE DET = DETAIL D F = DOUGLAS FIR DIAG = DIAGONAL DIM = DIMENSION DKG = DECKING DO = DITTO DWG = DRAWING DWL = DOWEL E = EAST (E) = EXIST = EXISTING EA = EACH E D = EDGE DISTANCE E E = EACH END E F = EACH FACE EL = ELEV = ELEVATION ELECT = ELECTRICAL (DWGS) ENGR = ENGINEER EMBD = EMBED(MENT) E N = EDGE NAILING EQ = EQUAL E S = EACH SIDE E W = EACH WAY E-W = EAST WEST EXP = EXPANSION EXT = EXTERIOR FB = FLAT BLOCKING FDN = FOUNDATION F F = FAR FACE

FIN = FINISH F J = FLOOR JOIST FLG = FLANGE FLR = FLOOR F N = FACE NAIL F O = FACE OF F O C = FACE OF CONCRETE F O S = FACE OF STUD F O W = FACE OF WALL FRMG = FRAMING F S = FAR SIDE FTG = FOOTING F W = FILLET WELD GA = GAUGE GEN = GENERAL GIR = GIRDER G L = GLUED LAMINATION (BM OR MEMBER) GR = GRADE GRND = GROUND H = HORIZ = HORIZONTAL(LY) HD = HAND H D G = HOT DIP GALVANIZED HDR = HEADER HGR = HANGER HK = HOOK H S S = HOLLOW STEEL SECTION HT = HEIGHT I F = INNER FACE INFO = INFORMATION INT = INTERIOR INTSECT = INTERSECT(ION) INV = INVERTED JST = JOIST JT = JOINT LAM = LAMINATED(TION) LOC = LOCATION LONGIT = LONGITUDINAL(LY) MAX = MAXIMUM M B = MACHINE BOLT MECH = MECHANICAL MIN = MINIMUM MULL = MULLION (N) = NEW N = NORTH NAT MATL = NATURAL MATERIAL N B = NON BEARING N F = NEAR FACE NLG = NAILING NLR = NAILER NTS = NOT TO SCALE O C = ON CENTER O F = OUTER FACE OPG = OPENING OPP = OPPOSITE PC = PIECE PEN = PENETRATION PERIM = PERIMETER P L F = POUNDS PER LINEAR FOOT PNT = POINT P S F = POUNDS PER SQUARE FOOT P S I = POUNDS PER SQUARE INCH P T = PRESSURE TREATED PW = PLYWOOD

REF = REFRENCE REINF = REINFORCING(MENT) REQ'D = REQUIRED RET = RETAINING R J = ROOF JOIST RM = ROOM R O = ROUGH OPENING R R = ROOF RAFTER S = SOUTH S B = SOLID BLOCK SECT = SECTION(S) SHPD = SHAPED SHT = SHEET(S) SHTG = SHEATHING S I = SPECIAL INSPECTION SIM = SIMILAR S O G = SLAB ON GRADE SPC(G) = SPACE(ING) SPEC = SPECIFICATIONS SQ = SQUARE S S = SELECT STRUCT. ST STL = STAINLESS STEEL STAGG = STAGGER(ED) STD = STANDARD STIFF = STIFFENER STL = STEEL STRUCT = STRUCTURE(AL) SW = SHEAR WALL SYMM = SYMMETRICAL(Y) T = TOP T & G = TONGUE & GROOVE TH = THICKNESS TJ = TRUSJOIST TN = TOENAIL TO = TOP OF T O C = TOP OF CONCRETE T O S = TOP OF STEEL TOT = TOTAL T O W = TOP OF WALL TR = TIE ROD TRANS = TRANSVERSE TS = TUBULAR STEEL TYP = TYPICAL(LY)

GORDON L. POLON 310 998 - 5611

GENERAL NOTES & ABBREVIATIONS

CONSTRUCT IN CONFORMANCE WITH THE BUILDING CODE, ALL APPLICABLE ORDINANCES AND REQUIREMENTS , THE CONSTRUCTION DOCUMENTS AND THESE NOTES.

REINFORCING STEEL

Taalman Architecture

ROOF LIVE LOAD = 20 PSF FLOOR LIVE LOAD = 40 PSF LATERAL LOADS = (AS DEFINED IN THE CODE) WIND: P = Qh[(GCpf) - (GC pi)] SEISMIC: MAIN HSE: SITE CLASS = C, SEISMIC DESIGN CATEGORY = E, SS = 1.991, S1 = 0.808, SDS = 1.328, SD1 = 0.7, I = 1, R = 3, CS = 0.45, W = 199.55 KIP, V = CSW = 89.8 KIP

OF WORKMANSHIP TO CONFORM TO AISC SPECIFICATIONS . CONTINUOUS SPECIAL INSPECTION SHALL BE REQUIRED FOR HIGH STRENGTH BOLTING AND FIELD WELDING, UNLESS OTHERWISE NOTED. ALL WELDING TO CONFORM TO AWS SPECIFICATIONS AND BE PERFORMED BY A LICENSED FABRICATOR APPROVED BY LA DBS. FIELD WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY LA DBS. ALL BUTT WELDS TO BE FULL PENETRATION WITH BACK-UP PLATES OR BACK-UP WELDS. SUBMIT STEEL DETAILS TO ARCHITECT PRIOR TO FABRICATION . SHOP PAINT AND FIELD TOUCH-UP PAINT PER FEDERAL SPECIFICATION TT-P-86 TYPE II OR TNEMEC #99.

SANTA ROSA IT HOUSE

LOADS:

GROUT ALL WALLS CONTINUOUSLY FULL HEIGHT AND LENGTH, USING LOW LIFT GROUTING UNLESS OTHERWISE NOTED. CONCRETE MASONRY UNITS TO CONFORM TO ASTM C90, LIGHTWEIGHT BLOCK, WITH TYPE S MORTAR, f'm = 1,500 PSI.

ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF AN LA DBS APPROVED FABRICATOR. DETAILS

C28564

REINF. PLACEMENT, A.B. PLACEMENT

SHEAR WALL INSTALLATION

06/05/17 - NOT FOR CONSTRUCTION 1

11/15/17

CONST. UPDATES

U O N = UNLESS OTHERWISE NOTED UNP = UNDERPIN V = VERT = VERTICAL(LY) VIF = VERIFY IN FIELD VSL= VERSA-LAM W = WEST WD = WOOD W O = WHERE OCCURS WF = WIDE FLANGE WPF(G) = WATERPROOF (ING) W S B = WELDED STUD BOLT X - B = CROSS BRACING X - S = EXTRA STRONG XXS = DOUBLE EXTRA STRONG CL = CENTERLINE PL = PLATE Ã&#x2DC; = ROUND OR DIAMETER L = ANGLE II = PARALLEL I = PERPENDICULAR # = NO. = NUMBER

DATE: 11/17/17 JOB#: 16036 SCALE: N.T.S.

CALIFORNIA BUILDING CODE, 2016 EDITION

A-36, U.O.N. A-992 A-53 GRADE B A-500 GRADE B OR C A-307, U.O.N. F1554 GRADE 36, U.O.N.

Tel: 213.380.1060 inquiry@tkithouse .com

REINFORCED CONCRETE BLOCK

ASTM ASTM ASTM ASTM ASTM ASTM

SANTA ROSA, CA 90405

DESIGN BASIS

VERIFY EXISTING CONDITIONS AND PROPOSED DIMENSIONS AT JOB SITE AND COMPARE STRUCTURAL DRAWINGS WITH ARCHITECTURAL , MECHANICAL , AND ELECTRICAL DRAWINGS BEFORE SUBMITTING BID OR COMMENCING WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES . DO NOT PROCEED WITH AFFECTED WORK UNTIL THEY ARE RESOLVED. DO NOT SCALE DRAWINGS.

SHAPES, PLATES, & BARS: W-SHAPES: PIPE: TUBES, H.S.S.: BOLTS: THREADED ROD:

2764 LESLIE ROAD

CONSTRUCT IN CONFORMANCE WITH THE BUILDING CODE, ALL APPLICABLE ORDINANCES AND REQUIREMENTS , THE CONSTRUCTION DOCUMENTS AND THESE NOTES.

ACCURATELY INSTALL ALL INSERTS, BOLTS, ANCHORS, AND REINFORCING AND SECURELY TIE IN PLACE PRIOR TO PLACING CONCRETE . LOCATE CONSTRUCTION JOINTS SO AS TO MINIMIZE AND LEAST IMPAIR THE STRENGTH OF THE STRUCTURE . VERIFY CONSTRUCTION JOINT LOCATIONS WITH ENGINEER . ROUGHEN HORIZONTAL AND VERTICAL CONSTRUCTION JOINT SURFACES WHILE STILL GREEN, CLEANING THEM OF LAITANCE, LOOSE AGGREGATE, AND DEBRIS BEFORE PROCEEDING WITH NEXT POUR. ALL CONCRETE AND GROUT TO DEVELOP 2,500 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, EXCEPT C.I.P. PILES AND GRADE BEAMS WHICH ARE TO DEVELOP 3,000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE NOTED. CONTINUOUS INSPECTION REQUIRED ON ALL MIXES WITH COMPRESSION STRENGTH GREATER THAN 2,500 PSI.

THESE NOTES APPLY TO ALL DRAWINGS AND GOVERN UNLESS OTHERWISE SHOWN OR SPECIFIED.

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

CONCRETE

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

GENERAL STRUCTURAL NOTES

1 11.15.17

S0.0 MA IT HSE

ALL REINFORCING STEEL SHALL BE PLACED IN COMPLIANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318), AND THE MANUAL FOR STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY C.R.S.I.

ALL WORK SHALL COMPLY WITH THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE, ASCE 7-10, AND THE ADOPTED VOLUMES OF THE 2013 CDC, 2013 CEC, AND THE 2013 CMC CODES.

THE SPECIAL BOLTED MOMENT FRAME SHOWN ON THESE PLANS, HAS BEEN DESIGNED IN ACCORDANCE WITH SPECIFICATIONS PER THE AISI-S110 AND AISI-S100, WHICH GOVERN THE DESIGN USING COLD FORMED STEEL.

THE GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT PROJECT SITE BEFORE EXECUTING ANY WORK. HE SHALL NOTIFY THE OWNER AND/OR THE AUTHORIZED AGENT OF THE OWNER OF ANY AND ALL DISCREPANCIES BEFORE PROCEEDING.

REINFORCING BARS SHALL CONFORM TO THE FOLLOWING ASTM RATINGS AND GRADE TYPE FOR BAR SIZES LISTED: #4 AND SMALLER: ASTM A 615 GRADE 40 (MIN) #5 AND LARGER: ASTM A 615 GRADE 60

EACH CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY THE LEGAL AUTHORITIES BEFORE PROCEEDING WITH THEIR PROSPECTIVE INSTALLATION. HE/SHE SHALL ALSO ARRANGE & PAY FOR ALL INSPECTORS & EXAMINATIONS REQUIRED BY THOSE AUTHORITIES (UNLESS ARRANGEMENT WITH THE OWNER STATES OTHERWISE.

WELDING OF REINFORCEMENT SHALL BE WITH E70XX LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH THE "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL, ETC. SEE AMERICAN WELDING SOCIETY, AWS D1.4 (LATEST EDITION).

ALL REINFORCING BARS SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BEND EXCEPT AS SHOWN ON THE DRAWINGS OR PERMITTED BY THE BUILDING OFFICIAL.

SPLICES IN CONCRETE: MINIMUM OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER.

CONCRETE PROTECTION FOR REINFORCEMENT: REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CONCRETE COVERAGE (EXCEPT AS NOTED ON STRUCTURAL DRAWINGS): A. CONCRETE CAST AGAINST EARTH = 3 INCHES B. CONCRETE EXPOSED TO WEATHER: #6's AND GREATER = 2 INCHES #5's AND LESS = 121" INCHES

GRADE AND FABRICATION: GRADE AND FABRICATION: ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS SHALL CONFORM TO ASTM A36 UNLESS NOTED AS GRA. 50 ON THE PLANS, IN WHICH CASE THEY SHALL CONFORM TO ASTM A572, STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE "B". STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM A53. ALL PRIMARY AND SECONDARY FRAMING MEMBERS ARE FABRICATED FROM ASTM A653 GRADE 50 (Fy = 55ksi MIN) AND ARE G60 GALVANIZED.

BOLTS: ALL BOLTS SHALL CONFORM TO ASTM A307 AND ASTM A325 (34"Ø OR GREATER) UNLESS OTHERWISE NOTED ON PLANS. 2

WELDS: ALL SHOP WELDING SHALL BE DONE USING E70 ELECTRODES WITH A MINIMUM CHARPY V NOTCH VALUE OF 20 FT-LBS @ 20° FARENHEIT. ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. ALL WELDING SHALL COMPLY WITH THE LATEST AWS SPECIFICATIONS. NO BUZZ BOXES SHALL BE USED. WHEN WELDING A36 STEEL MORE THAN 1" THICK, USE LOW HYDROGEN ELECTRODES.

ALL WORK AND MATERIALS ARE TO COMPLY IN EVERY RESPECT WITH THE LATEST REQUIREMENTS OF ALL APPLICABLE CITY, COUNTY, AND STATE CODES, LOCAL REGULATIONS, AND THE DIRECTION OF THE BUILDING INSPECTOR FOR SUCH BUILDING LAWS, REGULATIONS AND DIRECTIONS ARE TO BE CONSIDERED AS PART OF THESE SPECIFICATIONS AND PLANS, EXCEPT WHERE EXCEEDED HEREIN.

THE STRUCTURAL PLANS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, GRADING, MECHANICAL, PLUMBING, AND ELECTRICAL PLANS.

THE ARCHITECT SHALL INTERPRET THE INTENT OF THE DOCUMENTS IN ANY CASE OF CONFLICT OR DISCREPANCY BETWEEN STRUCTURAL AND OTHER DISCIPLINES.

DETAILS NOTED AS "TYPICAL" OR "TYP" SHALL APPLY TO ALL CASES WHETHER OR NOT SPECIFICALLY REFERENCED IN THE DRAWINGS.

NUMERICAL DIMENSIONS SHALL TAKE PRIORITY OVER SCALED DIMENSIONS.

10.

THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THEREFORE, THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING NECESSARY TO INSURE THE STABILITY OF ANY AND ALL PARTS OF THE BUILDING DURING CONSTRUCTION.

11.

STAIRS TO COMPLY WITH ADA (AMERICANS WITH DISABILITIES ACT), CALIFORNIA 2007 EDITION, OR MOST RECENTLY ADOPTED EDITION.

12.

NO FIELD WELDING TO BE PERFORMED WITHOUT CONTINUOUS SPECIAL INSPECTION.

13.

SPRINKLER AND ELECTRICAL PERMITS BY OTHERS.

14.

SITE PLAN PROVIDED BY OTHERS.

GENERAL NOTES

CONCRETE:

FOOTING & SLAB = 2500psi GRADE BEAMS = 3000psi (SPECIAL INSPECTION REQ'D)

WELDING BY FCP INC. SHALL BE IN CONFORMANCE WITH THE REQUIREMENTS OF THE GOVERNING BUILDING AUTHORITY. FCP, INC HOLDS A CURRENT FABRICATORS LICENSE # FBO1697 (EXPIRES OCT. 1, 2018).

REINFORCING STEEL:

#4 & SMALLER = ASTM A615 -GRADE 40 #5 & LARGER = ASTM A615 -GRADE 60

STRUCTURAL STEEL:

AS SPECIFIED PER STEEL NOTES

MACHINE BOLTS:

AS SPECIFIED PER STEEL NOTES

ANCHOR BOLTS:

ASTM A307

PLYWOOD SHEATHING:

U.S. PRODUCT STANDARD PS 1-96, APA WALL: APA STRUCTURAL 1 RATED, EXPOSURE 1 ROOF: 15 32" CDX, (PSR 24/0), EXPOSURE 1 FLOOR: 34" T&G UNDERLAYMENT GRADE, (PSR-32/16)

A SPECIAL INPECTOR NEED NOT BE PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK IN PROGRESS, AND A VISUAL INSPECTION OF ALL WELDS ARE MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING: 5 A. SINGLE PASS FILLET WELDS NOT EXCEEDING 16 " IN SIZE. (REQUIRES PERIODIC INSPECTION). B. FLOOR AND ROOF DECK. C. WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEM. D. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS (I.E. STUDS, AND JOISTS). E. WELDING OF STAIRS AND RAILING SYSTEMS.

WEDGE ANCHORS:

EPOXY ANCHORS:

HILTI KWIK-BOLT II (ICBO# 4627), ITW RAMSET/ REDHEAD TRUBOLT (ICBO# 1372), SIMPSON WEDGE-ALL (ICBO# ER5256), OR APPROVED EQUAL. HILTI HY-150 BY HILTI CORP. (ICBO# 5193), CIA-GEL BY COVERT OPERATIONS (ICBO# 4646), ET22 EPOXY BY SIMPSON STRONG-TIE (ICBO# ER-5279), OR APPROVED EQUAL. (SPECIAL INSPECTION REQUIRED).

6. 7.

ALL CONCRETE SHALL ATTAIN THE FOLLWING MINIMUM STRENGTHS AT 28 DAYS: A. FOOTINGS AND SLAB ON GRADE: 2,500 psi B. GRADE BEAMS: 3,000 psi C. DRILLED PIERS 4,000 psi D. LIGHT WEIGHT CONC. FILL 2,500 psi (SPECIAL INSPECTION IS REQUIRED ONLY FOR CONCRETE WITH A DESIGN STRENGTH GREATER THAN 3000psi UNLESS REQUIRED BY THE GOVERNING AGENCY)

PORTLAND CEMENT SHALL BE TYPE II, LOW ALKALI, CONFORMING TO CBC STD. 19-1. TYPE V CEMENT SHALL BE USED WHERE HIGH SULFATE RESISTANCE IS REQUIRED (REFER TO SOILS REPORT).

BAR SPLICES IN CONCRETE SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM, AND MAY BE WIRED TOGETHER UNLESS OTHERWISE NOTED ON THE PLANS.

ALL CONNECTIONS USE SHEAR VALUES ONLY, NO FRICTION VALUES REQUIRED FOR CONNECTION STRENGTH. ALLL CONNECTIONS SHALL BE TIGHTENED BY THE TURN OF NUT METHOD. BOLTS SHALL BE INSTALLED IN ALL HOLES OF THE CONNECTION AND BROUGHT TO A SNUG TIGHT CONDITION. SNUG TIGHTENING SHALL PROGRESS SYSTEMATICALLY FROM TEH MOST RIGID PART OF THE CONNECTION TO THE FREE EDGES, AND AS NECESSARY UNTIL ALL BOLTS ARE SIMULTANEOUSLY SNUG TIGHT. THE CONNECTION SHALL THEN BE TIGHTENED FURTHER BY THE APPLICABLE AMOUNT OF ROTATION SPECIFIED IN THE TABLE BELOW:

LESS THAN 8d, MORE THAN 12d

BOTH FACES NORMAL TO BOLT AXIS

1 3 1 2 2 3

TURN TURN TURN

ONE FACE NORMAL TO BOLT AXIS, OTHER SLOPED NOT MOR THAN 1:20 (BEVELED WASHER NOT USED)

1 2 2 3 5 6

TURN TURN TURN

BOTH FACES SLOPED NOT MORE THAN 1:20 FROM NORMAL TO THE BOLT AXIS (BEVELED WASHER NOT USED)

2 3 5 6

ITEMS (only checked items apply) CONCRETE

BOLTS INTALLED IN CONCRETE

HIGH STRENGTH BOLTING

LT MAS MAT'L MAX MB MECH MEMB MET MFR MIN MISC ML N (N) NIC No (#) NS/FS OH

INSULATING CONCRETE FILL PILING, DRILLED PIERS, AND CAISSONS SHOTCRETE

WOOD

TURN COLD FORMED STEEL PIER FOUNDATIONS

DESCRIPTION (only checked items are required)

SPEICIAL INSPECTION FIRM/ INDIVIDUAL

ALL CONCRETE

x ALL CONCRETE OF 3,000 psi OR GREATER

TEST: PER C.Y.: @ 7 DAYS, @ 28 DAYS, HOLD

BOLTS EPOXY GROUTED IN EXISTING CONCRETE BOLTS IN SHEAR WALLS ALL WELDING EXCEPT PERIODIC 5 " SINGLE PASS FILLET WELDS <16 WELDED STUDS METAL DECKING REINFORCTING STEEL

SNUG TIGHT: PRETENSION:

ALL ALL

STRENGTH DESIGN

CLADDING CONNECT. COLD FORMED STUDS STARIS & RAILINGS

PER S0.1 SECT. 6 x AS INDICATED__________

WORKING STRESS DESIGN:

STRUCTURAL MASONRY

TURN

1 TURN

INV LAM LB LVL

OVER ORIENTED STRAND BOARD PROPERTY LINE PL PAIR PR PARALLEL STRAND PSL LUMBER PTDF PRESSURE TREATED DOUGLAS FIR PW PLYWOOD RH ROUNDHEAD RR ROOF RAFTER S SOUTH SCHED SCHEDULE SF SQUARE FEET SHT'G SHEATHING SIM SIMILAR SMS SHEET METAL SCREW SPEC SPECIFICATION SQ SQUARE STD STANDARD STL STEEL TC TOP OF CONCRETE T&G TOUNGUE & GROOVE TP TOP OF PAVING TS TUBE STEEL TW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE W WEST WP WATER PROOFING WS WOOD SCREW WWF WELDED WIRE FABRIC W/ WITH W/O WITHOUT O/ OSB

THE FOLLOWING IS A LIST OF STRUCTURAL COMPONENTS THAT REQUIRE SPECIAL INSPECTION IF ADDRESSED (SEE OTHER CONSULTANT DRAWINGS FOR ADDITIONAL INSPECTIONS)

ALL MACHINE BOLTS TO BE BEARING TYPE CONNECTIONS AND SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE TIGHTNESS A PERSON CAN ACHIEVE WITH FULL STRENGTH WITH AN ORDINARY SOCKET WRENCH.

LESS THAN 4d LESS THAN 4d, MORE THAN 8d

AS INDICATED__________

FULL HALF-STRESSES AS INDICATED

INITIAL INSPECTION x PERIODIC INSPECTION DURING PLACING OF CONCRETE STRENGTH TESTING INSPECTION BY GEOTECHNICAL ENGINEER W/ S.I. LOAD TESTING DRIVING: CONT. INSP. PERIODIC INSP. DRILLING: CONT. INSP. PERIODIC INSP. PRECONSTRUCTION PANEL TESTING INPLACE CORES TESTING SEISMIC DESIGN COMPONENTS: HIGH-LOAD DIAPHRAGMS: GRADE/ THICKNESS, EDGE NAILING, PANEL EDGES FIELD GLUING OPERATIONS (CONTINUOUS) NAILING BOLTING SHEARWALLS DIAPHRAGM DRAG STRUTS BRACES HOLD-DOWNS

11/15/17

CONST. UPDATES

SEISMIC SYSTEM COMPONENTS: CONNECTIONS (PERIODIC): WELDING BOLTING SCREW ATTACHMENT STRUTS BRACES HOLD-DOWNS SEISMIC SYSTEM COMPONENTS: PLACEMENT OF REBAR (PERIODIC) PLACEMENT OF CONCRETE (CONTINUOUS)

**Based on Chapter 17 of the 2013 CBC

BEFORE CONCRETE IS PLACED, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CONDUITS, CURBS, ETC. RELATING TO THE WORK HAVE BEEN IDENTIFIED. ALL WATER SHALL BE REMOVED FROM THE FOUNDATION EXCAVATIONS AND SHALL BE FREE OF LOOSE DEBRIS PRIOR TO THE PLACING OF CONCRETE.

METAL DECK TO CONFORM TO VERCO STEEL DECK (ES REPORT ESR#1735).

BOLT LENGTH (UNDERSIDE HEAD TO BOLT END)

AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ASTM C 33. SIZE LIMITATIONS SHALL BE AS FOLLOWS: 1 A. 5 THE NARROWEST DIMENSION BETWEEN SIDES OF FORM 1 B. 3 THE DEPTCH OF THE SLAB 3 C. 4 THE MINIMUM CLEAR SPACING BETWEEN REINFORCING. CORING OF CONCRETE IS NOT PERMITTED EXCEPT AS NOTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

REINFORCING RODS: WELDING OF COLD FORMED STRUCTURAL STEEL MEMBERS ARE HOT ROLLED. A307, A706 GRADE 60, OR A572.

FACE OF FINISH FACE OF MASONRY FACE OF PLYWOOD FACE OF STUD FOOT OR FEET FOOTING GAUGE GALVANIZED GRADE BEAM GLUE LAM BEAM GYPSON HOUR HEATING, VENTILATION, AIR CONDITIONING INVERTED LAMINATE LAG BOLT LAMINATED VENEER LUMBER LIGHT MASONRY MATERIAL MAXIMUM MACHINE BOLT MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MISCELLANEOUS MICROLAM NORTH NEW NOT IN CONTRACT NUMBER NEAR SIDE/ FAR SIDE OVERHEAD

FOF FOM FOP FOS FT FTG GA GALV GB GLB GYP HR HVAC

COMPLETION OF THIS FORM IS ACKNOWLEDGING THAT SPECIAL INSPECTION IS REQUIRED AND WILL BE IMPLEMENTED AS LISTED BELOW PER CBC 1706.1: - PRIOR TO COVERING OF ANY AREA REQUIRING SPECIAL INSPECTION, A SPECIAL INSPECTION REPORT SHALL BE PROVIDED TO THE BUILDING DIVISION - ALL SPECIAL INSPECTORS SHALL BE REGISTERED WIHT THE BUILDING DIVISION PRIOR TO DOING ANY INSPECTIONS - WHERE ITEMS ARE NOT LISTED ON THE APPROVED PLANS REQUIRING SPECIAL INSPECTIONS, ITEMS LISTED IN CBC 1704 TO 1708 WILL APPLY IRREGARDLESS IF LISTED ON THE PLANS. - THE PERSON SIGNING BELOW ACKNOWLEDGES THAT THEY HAVE READ THE PLANS AGREE TO MANAGE THE IMPLEMENTATION OF THE SPECIAL INSPECTION PROGRAM LISTED ON THE PLANS. - SPECIAL INSPECTIONS MAY INCLUDE CONCRETE, EPOXY OR EXPANSION ANCHORS, ARCHITECTURAL COMPONENETS, MECHANICAL AND ELECTRICAL, STRUCTURAL WOOD, WELDING MASONRY, SOILS, FABRICATORS, STEEL, AND HIGH LOAD DIAPHRAGMS. SEE SPECIAL INSPECTION PROGRAM LISTED ON PLANS.

STRUCTURAL WELDING

AT PLUS OR MINUS PENNY ANCHOR BOLTS ABOVE BELOW BOARD BUILDING BLOCKING BEAM BOUNDARY NAILING CEILING JOIST CEILING CLEAR CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CON'T CONTINUOUS CSK COUNTERSINK DF DOUGLAS FIR DIA (Ø) DIAMETER DN DOWN DWG DRAWING E EAST (E) EXISTING EJ EXPANSION JOINT ELEV ELEVATION E.N. EDGE NAILING EQ EQUAL FAU AORCED AIR UNIT FBO FURNISHED BY OWNERS OR OTHERS FF FINISHED FLOOR FG FINISHED GRADE FJ FLOOR JOIST FLR FLOOR

@ ± d A.B.;s (A) (B) BD BLDG BLKG BM B.N. CJ CLG CLR CMU

GRADE AND FABRICATION: FOR ANCHORAGE INTO CONCRETE USE THE FOLLOWING:

THREADED ANCHOR ROD, WASHER AND NUT, (SUPPLIED BY THE CONCRETE CONTRACTOR) SEE COLUMN BASE PLATE DETAILS FOR SIZE AND EMBEDMENT REQUIRED. 2.

INSTALLATION OF EXPANSION ANCHORS: A. DRILL A HOLE IN CONCRETE USING A BIT THE SAME DIAMETER AS THE NOMINAL DIAMETER OF THE ANCHOR. DRILL THE HOLE TO THE SPECIFIED EMBEDMENT DEPTH PLUSH ONE ANCHOR DIAMETER. CLEAR THE HOLE OF ALL DEBRIS AND CONCRETE DUST. B. ASSEMBLE THE ANCHOR WITH NUT AND WASHER SO THE TOP OF THE NUT IS FLUSH WITH THE TOP OF THE ANCHOR. PLACE THE ANCHORS THRU THE HOLES OF THE BASE PLATE AND DRIVE INTO THE HOLES UNTIL THE WASHER AND NUT ARE TIGHT AGAIST THE BASEPLATE. C. TIGHTEN THE NUT TO THE REQUIRED INSTALLATION TORQUE AS SPECIFIED PER THE MANUFACTURERS RECOMMENDATIONS.

DATE: 04/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

S0.3 MA IT HSE

1/2" STRUCT. 1 PLYWOOD SHEAR WALL CHART (43 MIL / 18GA. ) - I.B.C. PW NAILING P.L.F.

6" O.C. 890

5/8" Ø A.B. SPCG.

48" O.C.

#8 TEK SCREWS @ 6" O.C.

24"

4" E.F. 2660

32"

16"

3" E.F. 3550

2" E.F. 4380 12"

16"

Taalman Architecture

Typ. Shear Wall Chart D S1.2

Typ. Sill & Track 2'-0" MIN.

ADD. TYP. STIRRUP OR TIE E.S. OF SLEEVE, EXTEND DOWN AS REQ'D.

ADD (4) #4 @ 45º @ E.F. CONT. TYP. H. REINF.

(2) DIETRICH 250S13-43 2-1/2" STL. STUD, BACK TO BACK, TYP. 3" MIN. CLR. HDU PER PLAN

2'-0" MAX. BTW. STEP LEVEL

TYP. FTG. TH.

3" MIN. CLR.

SANTA ROSA IT HOUSE

2 1 12" MIN.

18" MIN.

4" MIN., 1'-0" MAX., USE TYP. STEP OVER 1'-0"

6" MIN. CLR. 1

CONT. DIETRICH TRACK 2.5V200-18 @ B.

ADD (2) #4

CONT. ALUM. w/ ST. STL. THRU BOLTS

9" MIN. SLEEVE ALL PIPES 3/8" CLR. AROUND

4'-0" MIN. BTW. STEP

G S1.2

Typ. Stepped Ftg.

H S1.2

Typ. Pipe Sleeve Thru Ftg. CONT. #4 AROUND 4"

STUD FASTENERS (6) #14 (12) #14 (18) #14 (27) #14 (27) #14

BEARING PL 3/8" x 2-1/2" SQ. 3/8" x 3" SQ. 3/8" x 4" SQ. 1/2" x 4" SQ. 1/2" x 4" SQ.

12" Ø MIN. 4" MIN.

A.B. OR ROD 5/8" Ø 7/8" Ø 7/8" Ø 1" Ø 1" Ø

BAR # 3, 4, 5

D B 6Ø 4Ø

6, 7, 8 9, 10, 11

6Ø 6Ø 8Ø 8Ø

5'-0" MAX.

HOLDOWN CONNECTORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRMG.

OPTIONAL SLAB PROFILE @ COLD JOINT #4 H. @ 16" O.C., LAP CNR.'S

8" CONC. WALL HOOK UP 1'-6"

TYP. SLAB REINF.

4 Ø MIN. 4" MIN.

NOTES: 1.

12" Ø MIN. U.O.N.

HDU/PHD S/HDU4 S/HDU6 S/HDU8 S/HDU9 S/HDU11

6 4" Ø M M IN IN . .

1'-6"

#4 1'-6" @ 16" O.C. @ CL OF WALL

(2) #4 T. & B. CONT. AROUND, LAP CNR.

2. HOLDOWNS TO BE "SIMPSON - STRONG TIE" OR APPROVED EQUAL. 6 Ø MIN. 4" MIN.

3. USE APPROVED PL WASHERS @ HOLDOWN TO POST CONN.

90º & 180º HKS.

90º & 135º HKS. TIES & STIRRUPS

TYP. FRMG. & FDN. DETAILS

CONT. FDN.

F S1.2

4" Ø

1'-0"

OTHER BENDS ANY ANGLE 1'-0"

J S1.2

Typ. Holdown to (N) Ftg.

K S1.2

SCALE: 3/4" = 1'-0"

Typ. Reinf. Bar Bends

LAP 2'-0" MIN., TYP.

L S1.2

M S1.2

CARRY REINF. TO F.F. BEFORE HOOKING, TYP.

K S1.2

1'-6", TYP.

FOR 90º

06/05/17 - NOT FOR (2) #5 V.

HK. SIZE

SEE GR. BM. DETS. FOR REINF. & SIZE

Typ. Elev. Change in Slab on Gr.

CARRY REINF. TO F.F. BEFORE HOOKING, TYP.

2'-0" MIN., TYP.

SEE

SANTA ROSA, CA 90405

TYP. CONT. FTG. REINF. HK. & LAP AS SHOWN

2764 LESLIE ROAD

C S1.2

32"

6" E.F. 1780

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

B S1.2

32"

2" 2190

NOTES: 1) USE ONLY #8 TEK SCREWS FOR REQUIRED CONNECTIONS 2) SCREWS IN FIELD @ 12" O.C. 3) A.B.'S TO HAVE 0'-9" MIN. EMBD. INTO CONC. 4) USE SIMPSON TITEN HD @ (E) FDN. w/ 0'-3-1/2" MIN. EMBD. INTO CONC. (CONT. INSPECTION REQ'D.) 5) STAGG. SCREWS IF < 2" O.C.

4'-0" MIN. LAP @ SILL & HEAD TRACK

A S1.2

3" 4" 1330 1775

Tel: 213.380.1060 inquiry@tkithouse .com

DIETRICH 250S13-43 2-1/2" STL. STUD 16" O.C.

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

DIETRICH TRACK 2.5V 200-18 @ T. & B.

1'-6

#4 H. NOSING BAR, TYP. @ EA. TREAD

", T

(2) #5 V. (2) #5 V. ADD #4 V. AS SHOWN, TYP., U.O.N.

@ JAMB. COND.

YP .

CONSTRUCTION 1

11/15/17

CONST. UPDATES SEE ARCH. FOR RISE-RUN, NOSING & TREAD DETS.

4" MIN. TH.

COLD JOINT AS REQ'D.

DOUBLE LAYER

(3) TIES @ 2" O.C., TYP.

48 BAR Ø LAP

1'-6" BEND EXTEND H. REINF. TO F.F. BEFORE HOOKING

LAP 2'-0" MIN., TYP.

ALT. HK. @ CTR'D. REINF.

#4 @ BEND

1'-6" MIN., TYP.

#4 @ BEND TYP. SLAB ON GR. #4 @ 16" O.C., E.W., TYP.

1'-6

HOOKS TO MATCH T., B., & CTR. BARS OF GR. BM.

(2) #5 V. (2) #5 V.

(2) #5 V.

D 1'-0"

ADD #4 V. AS SHOWN, TYP., U.O.N.

SINGLE LAYER

N S1.2

Typ. Gr. Bm. to Bm. Conn. (Plan)

P S1.2

Typ. C.B. Reinf. @ Corners (plan)

Q S1.2

Typ. C.I.P. Reinf. @ Corners (plan)

R S1.2

Typ. Conc. Stair On Gr.

(2) #4 CONT.

DATE: 11/17/17 JOB#: 16036 SCALE: N.T.S., U.O.N.

S1.2 MA IT HSE

6.8

3'-0" Ø x 4'-0" DEEP FTG. (P4)

2'-0" Ø x 3'-6" DEEP FTG. (P3)

H.S.S. 8 x 8 x 1/4" COL. (C4)

H.S.S. 8 x 8 x 1/4" COL. (C3)

A.0

12" FTG.

3'-0" Ø x 4'-0" DEEP FTG. (P5)

3'-0" Ø x 3'-0" DEEP FTG. (P2)

H.S.S. 8 x 8 x 1/4" COL. (C5)

H.S.S. 8 x 8 x 1/4" COL. (C2)

A J S7

H S7 B S7 SIM.

6 S11

7 S11

4 S11

TYP.

TYP. TYP.

Tel: 213.380.1060 inquiry@tkithouse .com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

Taalman Architecture

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

12" FTG.

B.4

3'-6" Ø x 3'-6" DEEP FTG. (P6)

2'-6" Ø x 3'-0" DEEP FTG. (P1)

J S7 H.S.S. 8 x 8 x 1/4" COL. (C6)

H.S.S. 8 x 8 x 1/4" COL. (C1)

SANTA ROSA, CA 95404

SANTA ROSA IT HOUSE

1 11.15.17

2764 LESLIE ROAD

SEE S3 FOR BAL.

FDN. PLAN

D 3'-0" Ø x 4'-0" DEEP FTG. (P7)

H.S.S. 8 x 8 x 1/4" COL. (C6)

B S7

8 S10

12 S10

TYP. TYP. TYP.

15" FTG.

3'-0" Ø x 4'-0" DEEP FTG. (P8)

06/05/17 - NOT FOR CONSTRUCTION 1

H.S.S. 8 x 8 x 1/4" COL. (C8)

11/15/17

CONST. UPDATES

Legend

Indicates: 3-1/2" 18GA. Clark-Dietrich stl. stud @ 16"0.C. One Pc. Full Ht. Sole To Dbl. T. PL U.O.N. o.c.

Indicates: 1/2" Struct. 1 PW. w/ #8 Tek Screw @ 6"0.C. Edges #8 Tek Screw @ 12"0.C. Field, U.O.N.

FDN. PLAN

Indicates: Edge Nailing different than above Struct. Observ. Required

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

Indicates: 3.5 x 3.5 x 0.25 Alum. Angle, w/ (4) 1/2" Ø Alum. Thru-Bolts, (2) Ea. Leg w/ Flg. Nuts, U.O.N. on Plan (

)

Indicates: Structural member number in calcs. (for reference only) B=Bm. C=Col.

DATE: 11/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

Indicates: #90 x 90 Col.

S2 MA IT HSE

6.8

K S8

1 S11

S S9

14'-0"

4'-0"

J S7

2'-0" FTG. 8" C.I.P. WALL

11'-0"

SIM. X-BRACE JAKOB 10mm

12" FTG.

A R S7

8" C.I.P. WALL

UP 90 x 90 COL., TYP.

S S7

A.3

8" C.I.P. WALL

F S9

2'-0" FTG.

R S7

8" C.I.P. WALL

14'-0"

4" MIN. SLAB ON GR. w/ #4 H. @ 16" O.C., E.W. @ MID-DEPTH

S/HDU9

EDGE OF SLAB

SIM. K TYP. S8

12" FTG.

8'-0" FTG.

2'-0" FTG.

SEE

F S9

2"O.C.

S/HDU6

EDGE OF SLAB SIM.

J S7

H.S.S. 8 x 8 x 1/4" COL. BLW., TYP.

B.4 14'-0"

B.4

6'-0"

12" FTG.

9'-6" 2'-0"

90 x 90 COL., TYP.

8" C.I.P. WALL

4"O.C.

22'-0"

12" C.I.P. WALL

R S7

9'-6"

BATH

R S7

3"O.C.

S /H

S/HDU6 12" C.I.P. WALL

K S8 SIM.

13'-0"

SEE S3.1 FOR FRMG.

S/HDU6 TYP. B S7

2'-0"

11'-0"

SIM. 4"O.C.

S S7

LEVEL 1 FLR. FRMG. & FDN. PLAN

4" SLAB ON GR. w/ #4 H. @ 16" O.C., E.W. @ MID-DEPTH

S/HDU4

SEE

1 11.15.17

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

STAIR

SIM.

SANTA ROSA IT HOUSE

EXTERIOR

R S7

SIM. F SEE S9

Taalman Architecture

A.0

D 2'-0"

12" C.I.P. WALL

46'-6"

NOTES:

S/HDU6 1'-0" KEY

1) SEE

POOL

8'-0" FTG.

15" FTG.

D FOR SHEAR WALL NLG. INFO. S1.2

2) SEE

11 S11

3) SEE

J FOR HDU TO (N) FTG. CONN. S1.2

FOR CONN. OF BOSCH COL. TO METAL DKG.

4) ALL C.I.P. WALLS & (N) FTGS. TO BE f 'c = 3,000psi, S.I. REQ'D.

5) SEE TYP.

Tel: 213.380.1060 inquiry@tkithouse .com

U S7

N S8

FOR CONN. OF HDU @ PLATFORM

6) HYDRONIC TUBING TO BE PLACED NO MORE THAN 2" BLW. FINISH SURFACE IN ALL CONC. SLABS

1 11.15.17

06/05/17 - NOT FOR

X-BRACE JAKOB 10mm

POOL & SPA BY OTHERS

SANTA ROSA, CA 95404

2764 LESLIE ROAD

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

S/HDU4

CONSTRUCTION 1

S S9

SIM.

11/15/17

CONST. UPDATES

Legend UP

Indicates: 3-1/2" 18GA. Clark-Dietrich stl. stud @ 16"0.C. One Pc. Full Ht. Sole To T. PL U.O.N.

o.c.

Indicates: 1/2" Struct. 1 PW. w/ #8 Tek Screw @ 6"0.C. Edges #8 Tek Screw @ 12"0.C. Field, U.O.N. Indicates: Edge Nailing different than above Struct. Observ. Required

LEVEL 1 FLR. FRMG. & FDN. PLAN SCALE: 1/4" = 1'-0"

Indicates: 3.5 x 3.5 x 0.25 Alum. Angle, w/ (4) 1/2" Ã&#x2DC; Alum. Thru-Bolts, (2) Ea. Leg w/ Flg. Nuts, U.O.N. on Plan (

)

Indicates: Structural member number in calcs. (for reference only) B=Bm. C=Col. Indicates: #90 x 90 Col. Indicates: Shear Wall Length Indicates: (N) Ftg. Indicates: Conc.

DATE: 11/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

S3 MA IT HSE

FRAMING NOTES 1. CONCRETE FILLED METAL DECK SHALL BE REINFORCED WITH 6x6 W1.4xW1.4 WELDED WIRE MESH AT MID-DEPTH OF SLAB. 2. FOR ALLOWABLE PENETRATIONS IN LIGHT GAUGE STEEL MEMBERS REFER TO DETAIL 14/S10 3. ANY REQUIRED BEAM SPLICES SHALL BE DETAILED PER 10/S10 4. REFER TO SHEET S0.3 FOR TYPICAL FRAMING NOTES.

10 SYMBOL LEGEND

HD (1,100#)

S10

SIM

S11

HD (1,100#)

201

INDICATES TUBE STEEL COLUMN PER SCHEDULE REFER TO DETAIL FOR HOLE FABRICATION 1

COLUMN (A) HD (7,700#)

S10

101

201

S11

HD (3,550#)

TYP

S11

S10

202

S10

201

101

S10

HD (6,372#)

101

INDICATES CONCRETE STEM OF RETAINING WALLS AS SPECIFIED ON FOUNDATION PLANS

INDICATES 22 GAUGE GALVANIZED B-DECK WITH 12-14 FASTENERS TO FRAMING MEMBERS IN EACH FLUTE OR AT 6"o.c. WITH 4" NORMAL WEIGHT CONC. FILL PER 15

COLUMN (A) HD (7,700#)

202

TYP

201

(N) SLAB ON GRADE PER FOUNDATION PLAN

201

S11 S11

COLUMN (A)

S11

S11 TYP AT

PARTITION

S10

201

S10

S11

202

INDICATES OUTLINE OF WALLS ABOVE

TYP

INDICATES LOCATION OF 22 GAUGE STRAP BRIDGING ACROSS BOTTOM OF JOISTS INSTALLED PER 11

201

HD (15,510#)

S10

101 8

S11 TYP AT PARTITION

HD (8,100#)

HD (5,030#)

201

101

S10 COLUMN (A)

HD (5,030#)

10 202

INDICATES MEMBER SIZE AS NOTED PER SCHEDULE SHOWN BELOW

202 (A)

INDICATES ABOVE

(B)

INDICATES BELOW LIGHT GAUGE STEEL SCHEDULE

S11 SIM

COLUMN (A) HD (8,100#)

S10

S11 201

HD (8,100#)

INDICATES LOCATION OF REQUIRED BM TO COLUMN BOLTED MOMENT CLIP AS SHOWN PER 9

201 x3FT LONG

22 Ga B-DECKING W/ 412" L.W. CONC. FILL

HD (3,550#)

S10

HD (15,510#)

COLUMN (A)

INDICATES CONVENTIONAL FOOTINGS AS SPECIFIED ON THE FOUNDATION PLANS

201

SIM

FOR BASEPLATE AND ANCHORAGE REQUIREMENTS REFER TO DETAILS: 16 4 S10 & S11

HATCHED COLUMN INDICATES LOCATION OF REQUIRED CLOSURE PLATES PER 12

S10

101

TYP

MEMBER MARK

MEMBER SIZE

MEMBER GAUGE

201

C16x321

202

C14x221

203 204 205

REFER TO PLANS AND DETAILS OF THE ENGINEER OF RECORD FOR THE STRUCTURE FOR INFORMATION NOT SHOWN ON THESE PLANS

201

S11

HD (5,170#)

S10 HD (8,100#)

COLUMN SCHEDULE

HD (5,170#)

201

COLUMN (A)

101

S10

MEMBER SIZE HSS8x8x14

102

8 202

MEMBER MARK

201

TYP

S11 1

11/15/17

CONST. UPDATES

COLUMN (A) HD (4,300#)

S10

FOUNDATION PLAN SCALE : 1/4" = 1'-0"

S10

S11 SIM

201

COLUMN (A) HD (4,300#)

101

DATE: 04/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

S3.1 MA IT HSE

6.8

K S7

S S9

14'-0"

Tel: 213.380.1060 inquiry@tkithouse .com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

Taalman Architecture

A.0

(RB-8) 1 11.15.17

EDGE OF SLAB @ STAIR

OPEN

90 x 90 COL. BLW.

8" C.I.P. WALL BLW.

90 x 90 COL. ABV.

90 x 90 COL., TYP.

1 11.15.17

8" C.I.P. WALL BLW.

CONC. BM. #2

90 x 180

(RB-9)

(RB-7)

C S8

90 x 90 COL., TYP.

9'-6" D S9

L S7

CS14 x 14'-0" LONG

B.4

6'-0"

B.4 H S9

C.I.P. WALL

ER 3.5A x 18GA. DKG. BY EPIC w/ #12 TEK SCREWS @ 4" O.C., TYP.

EDGE OF ROOF

X-BRACE JAKOB 10mm

13'-0"

14'-0"

90 x 180 (RB-3)

TYP.

12" C.I.P. WALL BLW.

J S9

90 x 180

FTG.

CONC. BM. #1

D R FOR S1.2 7" STRUCT. SLAB f 'c = 3,000 psi, S.I. REQ'D.

U S7

TYP.

EDGE OF ROOF

J S8

#5 H. @ 12" O.C. E.W., T. & B.

06/05/17 - NOT FOR

D S7 C S7

TYP. @ COL.

12" C.I.P. WALL BLW.

12" FTG.

NOTES:

EDGE OF STRUCT. SLAB

1) SEE

1 11.15.17

2) SEE 1 11.15.17

18" FTG. CONC. BM. #1

S/HDU6

1 11.15.17

11'-0" SIM.

K S7

D S1.2

CONSTRUCTION 3) ALL C.I.P. WALLS & FTGS. TO BE f 'c = 3,000psi, S.I. REQ'D.

X-BRACE BLW. JAKOB 10mm

4) HYDRONIC TUBING TO BE PLACED NO MORE THAN 2" BLW. FINISH SURFACE IN ALL CONC. SLABS

SIM. S S9

S/HDU6

(RB-1)

CONC. BM. #1

90 x 180

90 x 90 COL., TYP.

J S7

12" FTG.

J FOR CONN. OF HDU TO (N) FDN. S1.2

EDGE OF ROOF

TYP.

46'-6"

FOR SHEAR WALL NLG. INFO.

C S7

C.I.P. STAIRS

K S7

(RB-1)

1 11.15.17

U S8

90 x 180

SEE

EDGE OF ROOF

11'-0"

(RB-2)

1 11.15.17 EDGE OF STRUCT. SLAB

K S7

R S8

6'-0"

12" C.I.P. WALL BLW.

(RB-6)

90 x 90 COL. ABV.

SIM.

90 x 180

90 x 90 COL. BLW.

K S7

LEVEL 2 FDN. + FLR. FRMG. & LEVEL 1 RF. FRMG. PLAN

1 11.15.17

E S9

22'-0"

#5 H. @ 12" O.C. E.W., T. & B.

ER 3.5A x 18GA. DKG. BY EPIC w/ #12 TEK SCREWS @ 4" O.C., TYP.

(RB-4)

L S7

ER 3.5A x 18GA. DKG. BY EPIC w/ #12 TEK SCREWS @ 4" O.C., TYP.

9'-6"

S/HDU6

ER 3.5A x 18GA. DKG. BY EPIC w/ #12 TEK SCREWS @ 4" O.C., TYP. @ ROOF DECK ONLY

4 x 3 x 1/4"

7" STRUCT. SLAB f 'c = 3,000 psi, S.I. REQ'D.

X-BRACE - JAKOB 10mm

90 x 180H

8" C.I.P. WALL BLW.

A.3

1 11.15.17 (RB-5)

14'-0"

1 11.15.17 EDGE OF STRUCT. SLAB

90 x 180 H.

L S7

4x S.B. IN RF. DK.

9'-6"

EDGE OF ROOF DECK

S S7

1 11.15.17

EDGE OF ROOF

G S8

SANTA ROSA, CA 95404

(RB-9)

2764 LESLIE ROAD

S/HDU6

90 x 180

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

90 x 180

G S8

TYP.

X-BRACE BLW. JAKOB 10mm

SANTA ROSA IT HOUSE

8'-6"

H S8

90 x 180 (RB-5)

OPP. HD.

(RB-4A)

P S9

S/HDU6

8" C.I.P. WALL BLW. 11'-0"

4'-0"

S/HDU6

1 11.15.17

11/15/17

CONST. UPDATES

G Legend Indicates: 3-1/2" 18GA. Clark-Dietrich stl. stud @ 16"0.C. One Pc. Full Ht. Sole To T. PL U.O.N. o.c. EDGE OF ROOF

H 12" x 12" DEEP CONC. BM.

C S7

SIM.

EDGE OF STRUCT. SLAB

4'-0" MAX. CANTILEVER

Indicates: 1/2" Struct. 1 PW. w/ #8 Tek Screw @ 6"0.C. Edges #8 Tek Screw @ 12"0.C. Field, U.O.N. Indicates: Edge Nailing different than above Struct. Observ. Required Indicates: 3.5 x 3.5 x 0.25 Alum. Angle, w/ (4) 1/2" Ã&#x2DC; Alum. Thru-Bolts, (2) Ea. Leg w/ Flg. Nuts, U.O.N. on Plan

12" C.I.P. WALL

S S7

( SIM.

LEVEL 2 FDN. + FLR. FRMG. & LEVEL 1 RF. FRMG. PLAN SCALE: 1/4" = 1'-0"

)

Indicates: Structural member number in calcs. (for reference only) B=Bm. C=Col. Indicates: #90 x 90 Col. Indicates: Bm. (All Bms. 90 x 180, U.O.N.)

DATE: 11/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

Indicates: Shear Wall Length Indicates: Shear Wall Length Blw.

S4 MA IT HSE

Taalman Architecture 1 11.15.17

8'-6"

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

OPEN

1 11.15.17

(RB-12)

1 11.15.17

90 x 180 H. (RB-11)

ER 3.5A x 18GA. DKG. BY EPIC w/ #12 TEK SCREWS @ 4" O.C., TYP.

B S8

X-BRACE JAKOB 10mm

1 11.15.17

ROOF FRMG. PLAN

90 x 180 (RB-13)

K S7

X-BRACE JAKOB 10mm

SANTA ROSA IT HOUSE

90 x 180, TYP.

9'-8"

K S7

(RB-10)

90 x 180, TYP. U.O.N.

U S8

EDGE OF ROOF

EF NOTES:

(RB-14)

1) SEE

90 x 90 COL., TYP.

2) SEE

D FOR SHEAR WALL NLG. INFO. S1.2 A S8

B S8

C S8

D S8

F S8

G S8

H S8

J S8

FOR COL. TO BM. CONNS.

06/05/17 - NOT FOR

CONSTRUCTION 1

D S8

11'-0"

SANTA ROSA, CA 95404

H S8

2764 LESLIE ROAD

F S8

Tel: 213.380.1060 inquiry@tkithouse .com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

11/15/17

CONST. UPDATES

K S7

Legend Indicates: 3-1/2" 18GA. Clark-Dietrich stl. stud @ 16"0.C. One Pc. Full Ht. Sole To T. PL U.O.N.

o.c.

Indicates: Edge Nailing different than above Struct. Observ. Required

ROOF FRMG. PLAN 1

Indicates: 1/2" Struct. 1 PW. w/ #8 Tek Screw @ 6"0.C. Edges #8 Tek Screw @ 12"0.C. Field, U.O.N.

Indicates: 3.5 x 3.5 x 0.25 Alum. Angle, w/ (4) 1/2" Ã&#x2DC; Alum. Thru-Bolts, (2) Ea. Leg w/ Flg. Nuts, U.O.N. on Plan

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

)

Indicates: Structural member number in calcs. (for reference only) B=Bm. C=Col. Indicates: #90 x 90 Col. Indicates: Bm. (All Bms. 90 x 180, U.O.N.) Indicates: Shear Wall Length Blw.

DATE: 11/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

S5 MA IT HSE

W8 x 21

(B1)

(B1) H.S.S. 6 x 6 x 1/4" COL. BLW.

S/HDU4 H.S.S. 6 x 6 x 1/4" COL. BLW.

F S7

V S9

TYP. H.S.S. 6 x 6 x 1/4" COL.

Taalman Architecture

SIM. 2'-0" SQ. GR. BM.

H.S.S. 6 x 6 x 1/4" COL.

10'-0"

M S8

10'-0"

4 x 3 x 1/4" VERCODECK W2 FORMLOCK 20 GA, 4" SLAB

M S8

OPP. HD.

5'-6"

G S7

8'-6"

10'-0"

H.S.S. 6 x 6 x 1/4" COL. BLW.

4 x 3 x 1/4"

ER 3.5A x 16GA. DKG. BY EPIC w/ #12 TEK SCREWS @ 4" O.C., TYP.

SIM.

B.5

V S9

2'-0" Ø C.I.P. PILE

S/HDU4

12" WIDE x 24" DEEP CONC. TIE BM.

L S8 2x FRMG. @ 16" O.C.

H.S.S. 6 x 6 x 1/4" COL.

2'-0" Ø C.I.P. PILE

4" SLAB ON GR. w/ #4 H. @ 16" O.C., E.W. @ MID-DEPTH

12" WIDE x 24" DEEP CONC. TIE BM. STORAGE SPACE

L S8

OPP. HD.

1'-6" 8" C.I.P. WALL

2x FRMG. @ 16" O.C.

S/HDU4 4'-8" FTG.

8" C.I.P. WALL BLW.

15" FTG. BLW. w/ 8" STEM WALL ABV.

G S7

4" STRUCT. SLAB w/ #4 H. @ 16" O.C., E.W. @ MID-DEPTH f 'c = 3,000psi, S.I. REQ'D.

SANTA ROSA, CA 95404

90 x 90 COL. ABV., TYP.

V S9

2'-0" Ø C.I.P. PILE

C S9

8'-0"

90 x 180 BM., TYP.

@ EA. B ABV. S9 COL.

2764 LESLIE ROAD

TYP.

E S8

15" FTG. BLW. w/ 8" STEM WALL ABV. U S9

U S9 90 x 90 COL., TYP.

90 x 90 COL., TYP.

CARPORT FRMG. & FDN. PLANS

8'-0"

SIM. E S8

C S9

Tel: 213.380.1060 inquiry@tkithouse .com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028 A S8

OPP. HD.

B.5

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

SIM.

SANTA ROSA IT HOUSE

5'-6"

F S8

8'-6"

K S7

S/HDU4

12" FTG. J S7

TYP.

CARPORT ROOF FRMG. PLAN

CARPORT FLR. FRMG. & FDN. PLAN

CARPORT FDN. PLAN

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

06/05/17 - NOT FOR

Legend Indicates: 3-1/2" 18GA. Clark-Dietrich stl. stud @ 16"0.C. One Pc. Full Ht. Sole To Dbl. T. PL U.O.N. o.c.

CONSTRUCTION 1

11/15/17

CONST. UPDATES

Indicates: 1/2" Struct. 1 PW. w/ #8 Tek Screw @ 6"0.C. Edges #8 Tek Screw @ 12"0.C. Field, U.O.N. Indicates: Edge Nailing different than above Struct. Observ. Required Indicates: 3.5 x 3.5 x 0.25 Alum. Angle, w/ (4) 1/2" Ø Alum. Thru-Bolts, (2) Ea. Leg w/ Flg. Nuts, U.O.N. on Plan

(

)

Indicates: Structural member number in calcs. (for reference only) B=Bm. C=Col. Indicates: #90 x 90 Col. Indicates: Bm. (All Bms. 90 x 180, U.O.N.) Indicates: Shear Wall Length Indicates: Shear Wall Length Blw.

DATE: 11/17/17

Indicates: (N) Ftg.

JOB#: 16036 SCALE: 1/4" = 1'-0"

Indicates: Conc.

S6 MA IT HSE

90 x 90 COL.

5/8" Ø x 0'-3" A.B. @ 32" O.C.

1 11.15.17 1 11.15.17 MTL. DKG. w/ 4" CONC. ABV., BY OTHERS

#3 TIE @ 6" O.C.

(4) #5 H. @ T. & B.

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-3-1/2"

(2) 1/2" Ø ST. STL. THRU-BOLTS

1-1/2" CLR.

7" STRUCT. SLAB,

C-CHANNEL BY OTHERS

#4 H. @ 24" O.C.

1-1/2" CLR.

NOTCH WALL TO SET BM. C S7

12" WIDE x 12" DEEP CONC. BM.

12" MIN.

#4 @ 16" O.C. ALT. HK.

SEE

U S7

3/4" Ø S.S. HEAVY HEX w/ 4-1/8" MIN. EMBD.

D S9

Taalman Architecture

SEE

2" RIGID INSULATION

7" STRUCT. SLAB,

12" WIDE x 11" DEEP CONC. BM.

U S7

36"

#4 36"

NOTE: f 'c = 3,000psi, S.I. REQ'D.

@ 16" O.C. 4'-0" MAX. CANT.

CONT. (2) #4 @ T. & B. 12" MIN. INTO DENSE RESIDUAL & BEDROCK (PER SOILS REPORT)

SEE

U S7 1 11.15.17

B S7

C S7

SCALE: 3/4" = 1'-0" DKG.

36"

STRUCT. SLAB

#4 36"

1 11.15.17

@ 16" O.C.

SCALE: 3/4" = 1'-0" H.S.S. COL. PER PLAN NOTE: SEE

4" STRUCT. SLAB w/ #4 H. @ 16" O.C., E.W. @ MID-DEPTH

VERCODECK W2 FORMLOCK w/ 4" SLAB

SEE

U S7

#4 24"

NOTE: BACKFILL & RECOMPACT PRIOR

@ 16" O.C.

2 x 4 KEY

4" SLAB ON GR., SEE

U S7

(4) #7 H. @ T. & B.

#4 36"

@ 16" O.C.

U S7

1-1/2" CLR.

@ 16" O.C.,

4" Ø PERF. DRAIN LINE IN 12" GRAVEL TO T.O.W.

2 x 4 KEY, TYP.

4" SLAB ON GR.,

SAND & GRAVEL, SEE

#6 E.F.

36"

U S7

SEE

U S7

#4 TIES @ 12" O.C.

16"

#4 H. @ 12" O.C., T. & B. 3" CLR., TYP.

3" CLR., TYP.

#4 (4) #4 H. E.W. @ B.

4'-8" C.I.P. FTG.

G S7

9 SCALE: 3/4" = 1'-0"

SEE

2" RIGID INSULATION

@ EA. CNR.

CONT. (2) #4 T. & B. 3" CLR., TYP.

SCALE: 3/4" = 1'-0"

J S7

SCALE: 3/4" = 1'-0"

U S7

1/4" MIN. CONT. NEOPRENE PAD @ T. & B. OF WALL

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS

1/2" STRUCT. 1 PW. w/ #8 x 3/4" TEK SCREWS @ 6" O.C., U.O.N.

CONT. DIETRICH TRACK 2.5V200-18 @ T. & B. #12 TEK SCREW @ 4" O.C.

@ 16" O.C.

1 11.15.17

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C., TYP.

12" MIN. INTO DENSE RESIDUAL & BEDROCK (PER SOILS REPORT)

12" FTG. 3'-0" Ø FTG., U.O.N., SEE PLANS FOR DEPTH

, W.O.

36"

3'-6" INTO BEDROCK

H S7

U S7

VERIFY SLAB TH. ON PLANS

3" CLR., TYP.

1'-6"

2'-0" SQ. GR. BM., f 'c = 3,000psi, S.I. REQ'D.

F S7

12" MIN. INTO DENSE RESIDUAL & BEDROCK (PER SOILS REPORT)

FINISH T. OF FDN., SMOOTH & LEVEL

#4 @ 16" O.C., ALT. HK. 24" MIN.

ER3.5A x 18GA. DKG.

#90 x 180 BM.

SAND & RIGID INSULATION,,

SAND & GRAVEL, SEE

7" STRUCT. SLAB,

1" MIN.

(4) V. @ UPHILL SIDE

#12 x 3/4" SELF DRILLING TEK SCREWS @ 4" O.C., TYP. ALL SUPPORTS & @ 36" O.C. @ SIDE LAPS

(2) 1/2" Ø x 0'-5-1/2" ST. STL. STRONGBOLT

WPFG. FELT, SEE ARCH.

#4 TIES @ 8" O.C.

(4) V. @ DOWNHILL SIDE

@ 16" O.C.

3-1/2 x 3-1/2 x 1/4 x 0'-3-1/2"

(2) 1/2" Ø ST. STL. THRU-BOLTS

POUR S.O.G. TO ARCH. ANGLE TO ENCAPSULATE COL., TYP.

8" CLR.

3" CLR., TYP.

ALUM.

3" MIN. TYP., SEE ARCH.

TO CASTING STRUCT. SLAB, f 'c = 3,000psi, S.I. REQ'D.

7'-6" MAX. HT.

SCALE: 3/4" = 1'-0"

1 11.15.17

#90 x 90 COL.

2" CLR. 18" MIN.

FOR

1-1/2" DRYPACK

1-1/2" CLR. 36"

4 S11

NOTE: f 'c = 3,000psi, S.I. REQ'D.

BALANCE OF INFO.

(4) #4 TIES @ T.

SAND & GRAVEL, 8" C.I.P. WALL

D S7

K S7

SCALE: 3/4" = 1'-0"

1 11.15.17

SCALE: 3/4" = 1'-0"

STRUCTURAL DETAILS

A S7

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

15" FTG., U.O.N.

12" C.I.P. WALL,

SANTA ROSA IT HOUSE

3" CLR., TYP.

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C. 1-1/2" CLR.

1/2" STRUCT. 1 PW. w/ #8 x 3/4" TEK SCREWS @ 6" O.C., U.O.N.

7" STRUCT. SLAB, f 'c = 3,000psi, S.I. REQ'D., 1-1/2" CLR.

SEE

5/8" Ø x 0'-5-1/2" A.B. @ 32" O.C.

U S7

36" @ 16" O.C.,

1-1/2" CLR.

SEE

7" STRUCT. SLAB, f 'c = 3,000psi, S.I. REQ'D.

U S7

1-1/2" CLR. 36"

#4 E.F.

#4 36"

#7 V. @ 16" O.C.

R S7 1 11.15.17 NOTE: f 'c = 3,000psi, S.I. REQ'D.

1 11.15.17

10'-0" MAX. RET.

8" C.I.P. WALL, f c = 3,000psi, S.I. REQ'D.

42" LAP SPLICE

U S7

36" @ 16" O.C., E.F.

2 x 4 KEY 4" SLAB ON GR.,

4" Ø PERF. DRAIN LINE IN 12" GRAVEL TO T.O.W.

SEE

#4 TIES @ 12" O.C.

U S7

SEE

U S7 12" MIN. INTO DENSE RESIDUAL & BEDROCK (PER SOILS REPORT)

SAND & GRAVEL, #4 TIES @ 12" O.C.

(5) #4 H. @ T. & B.

16"

U S7

SEE

8'-0" C.I.P. FTG.,

, TYP.

SEE

#4 24"

36"

@ 24" O.C.

@ 16" O.C. 4" SLAB ON GR. w/ #4 H. @ 16" O.C., E.W. @ MID-DEPTH, PROVIDE CONC. MIX. PER ACI 302.2R-06 TO MINIMIZE BLEEDING, SHRINKAGE & CURLING, W.O.

#5 H. @ 16" O.C., T. & B.

10 MIL. MIN. VAPOR BARRIER IN DIRECT CONTACT w/ UNDERSIDE OF S.O.G. OVER 2" SAND & OVER 4" OF CLEAN, WELL GRADED & TAMPED 1/2" Ø GRAVEL, TYP., W.O.

3" CLR., TYP. 2'-0"

U S7

(2) #5 H. @ B.

1'-3"

3" CLR., TYP. 1'-0" KEY

2'-0" C.I.P. FTG. 8'-0" C.I.P. FTG.

R S7

NOTE: f 'c = 3,000psi, S.I. REQ'D.

3 SCALE: 3/4" = 1'-0"

S S7

4 1 11.15.17

SCALE: 3/4" = 1'-0"

U S7

1 1 11.15.17

11/15/17

CONST. UPDATES

16"

, TYP.

CONSTRUCTION

12" C.I.P. WALL, f 'c = 3,000psi, S.I. REQ'D. 2 x 4 KEY, TYP.

4" Ø PERF. DRAIN LINE IN 12" GRAVEL TO T.O.W.

06/05/17 - NOT FOR

SAND & GRAVEL,

4" SLAB ON GR., SEE

f 'c = 3,000psi, S.I. REQ'D.

@ 16" O.C.,

#5 H. @ 12" O.C., E.F.

12" C.I.P. WALL,

#6 @ 16" O.C., ALT. HK. 2 x 4 KEY, TYP.

#7 E.F.

WPFG., SEE ARCH.

SEE

36"

NOTE: BACKFILL & RECOMPACT PRIOR TO CASTING STRUCT. SLAB,

f 'c = 3,000psi, S.I. REQ'D.

#6 V. @ 16" O.C. #4

WPFG., SEE ARCH.

10'-0" MAX. RET.

NOTE: RECOMPACT BEHIND RET. WALL PRIOR TO CASTING STRUCT. SLAB,

SCALE: 3/4" = 1'-0"

#4 H. @ 12" O.C.

12" MIN. INTO DENSE RESIDUAL & BEDROCK (PER SOILS REPORT)

2" CLR.

@ 16" O.C.

8" C.I.P. WALL,

L S7

#5 H. @ 12" O.C., E.W. @ T. & B.

36" @ 16" O.C.,

2" CLR.

36"

SEE

1-1/2" CLR.

7" STRUCT. SLAB, f 'c = 3,000psi, S.I. REQ'D.,

36"

#4 E.F.

4'-0" MAX. CANT.

8'-0" BACKSPAN

SANTA ROSA, CA 95404

DIETRICH 350T200-43 @ T. & B.

U S8

Tel: 213.380.1060 inquiry@tkithouse .com

SEE

2764 LESLIE ROAD

1/2" STRUCT. 1 PW. w/ #8 x 3/4" TEK SCREWS @ 6" O.C., U.O.N., PW. MAY BE E.F., SEE PLANS

X-BRACE - JAKOB 10mm,

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C.

SCALE: 3/4" = 1'-0"

DATE: 11/17/17 JOB#: 16036 SCALE: 1" = 1'-0" U.O.N

S7 MA IT HSE

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C.

CL COL. #90 x 180 BM.

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS.

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS., TYP.

PLAN VIEW

#4 H. @ 16" O.C.

CL COL.

4 x 3 x 1/4" 4" W8 x 21

#90 x 180 BM.

VERCODECK W2 FORMLOCK w/ 4" STRUCT. SLAB

1/4" STIFF. PL , E.S. @ STL. COL.

CS14 w/ #8 TEK SCREWS & 1/4" NEOPRENE SPCR. BLW. OR EQUIVALENT

CL COL.

#90 x 180 BM.

PLAN VIEW

H.S.S. 6 x 6 x 1/4" COL.

PLAN VIEW

A S8

B S8

C S8

D S8

E S8

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

PLAN VIEW 7

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C. #90 x 180 BM., SEE PLANS FOR LOC., TYP.

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS., TYP.

#90 x 180 BM., SEE PLANS FOR LOC., TYP.

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS., TYP.

CL COL. #90 x 90 COL. #90 x 90 COL. ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS., TYP.

#90 x 90 COL.

CL COL.

5/8" Ø x 0'-3" A.B. @ 32" O.C.

1/2" STRUCT. 1 PW. w/ #8 x 3/4" TEK SCREWS @ 6" O.C., U.O.N., PW. MAY BE E.F., SEE PLANS

DIETRICH 350T200-43 @ T. & B.

#90 x 180 BM.

MTL. DKG. & 4" CONC. ABV. BY OTHERS

#90 x 180 BM. C-CHANNEL BY OTHERS

PLAN VIEW

F S8

PLAN VIEW

G S8

H S8

J S8

K S8

STRUCTURAL DETAILS

PLAN VIEW

2x FRMG. @ 16" O.C.

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C., TYP.

3x P.T. SILL PL w/ 5/8" Ø x 0'-6" A.B. @ 32" O.C.

1/2" STRUCT. 1 PW. w/ 10d @ 6" O.C., U.O.N.

18GA. PERFORATED SHEET METAL w/ #8 TEK SCREWS @ 6" O.C.

2 x 4 KEY 4" SLAB ON GR., SEE

U S7

SAND & GRAVEL, SEE (2) #6 H. @ T. & B.

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C., TYP. 5/8" Ø x 0'-3" A.B. @ 32" O.C.

1/2" STRUCT. 1 PW. w/ #8 TEK SCREWS @ 6" O.C.

DIETRICH 350T200-43 @ T. & B., TYP.

U S7

#4 TIES @ 12" O.C.

1/2" STRUCT. 1 PW. w/ 10d @ 6" O.C.

L S8

SCALE: 3/4" = 1'-0"

M S8

#12 x 3/4" SELF DRILLING TEK SCREWS @ 4" O.C., TYP. ALL SUPPORTS & @ 36" O.C. @ SIDE LAPS

CL COL.

#90 x 180 BM., TYP.

ER3.5A x 18 GA. DKG. BY EPIC

CL COL.

1-1/2", TYP.

3x P.T. NLR. w/ 5/8" Ø W.S.B. @ 32" O.C. 2x FRMG. @ 16" O.C.

CONT. DIETRICH 350T200-43 @ T. & B., TYP. METAL DKG. w/ 4" CONC. ABV.

3" CLR., TYP. 15" x 24" CONC. TIE BM. f 'c = 3,000psi, S.I. REQ'D.

HDU PER PLAN

VERCODECK W2 FORMLOCK w/ 4" STRUCT. SLAB

4 x 3 x 1/4"

HDU PER PLAN

#90 x 180 BM., TYP.

BACK TO BACK C-CHANNELS BY OTHERS

2-1/2" MIN., 7-1/2" MAX., SEE ARCH.

Tel: 213.380.1060 inquiry@tkithouse .com

SEE PLAN FOR SPLICE LOC.

CL COL.

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS., TYP.

#90 x 90 COL.

DIETRICH 350T200-43 @ T. & B.

SANTA ROSA, CA 95404

#90 x 180 BM., TYP. U.O.N. ON PLAN

#90 x 90 COL.

#90 x 180 BM., TYP. U.O.N. ON PLAN

1/2" STRUCT. 1 PW. w/ #8 x 3/4" TEK SCREWS @ 6" O.C., U.O.N.

2764 LESLIE ROAD

SEE PLAN FOR SPLICE LOC.

5/8" Ø x 0'-3" A.B. @ 32" O.C.

Taalman Architecture

#90 x 180 BM. CL COL.

#90 x 180 BM., TYP. U.O.N. ON PLAN

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS.

CL COL.

SANTA ROSA IT HOUSE

#90 x 180 BM., SEE PLANS FOR LOC., TYP.

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

2-3/8", TYP.

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, TYP., CTR. ANGLE ON BM.

N S8

06/05/17 - NOT FOR CONSTRUCTION 1

11/15/17

CONST. UPDATES 1 11.15.17

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, (2) EA. LEG, TYP., SEE FRMG. PLAN FOR COL. FACE LOCS., TYP.

#90 x 90 COL., TYP.

X-BRACE - JAKOB 10mm, w/ THREADED SWAGED SOCKET ENDS w/ DBL. NUTS & BEVELED WASHER

ALUM. T 4 x 4 x 3/8 x 0'-3-1/2" w/ (2) 1/2" Ø ST. STL. THRU-BOLTS, TYP., STAGG. AS SHOWN

7/8", LOCATE IN COLUMN TRACK, TYP.

5" MIN., 10" MAX. FROM T. OF SLAB, SEE ARCH.

#90 x 180 BM.

2" TOPPING SLAB (SEE ARCH.)

1", TYP.

(2) 1/2" Ø ALUM. THRU-BOLTS (NO BOLTS ON FACE) FINISH T. OF FDN. SMOOTH & LEVEL, TYP.

7" STRUCT. SLAB, #90 x 180 BM.

7/8", LOCATE IN COLUMN TRACK, TYP.

PLAN VIEW

R S8

S S8

T S8

U S8

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-3-1/2" w/ 3/4" Ø ST. STL. HEAVY HEX w/ 4-1/8" MIN. EMBD., TYP.

SEE

U S7

DATE: 11/17/17 JOB#: 16036 SCALE: 1" = 1'-0" U.O.N

S8 MA IT HSE

1 11.15.17

TYP.

SEE

E S8

W8 x 21

A S9

B S9

2x DKG. w/ STAND-OFF, SEE ARCH. 7" STRUCT. SLAB,

E S8

7" STRUCT. SLAB,

U S7

SEE

4 x 3 x 1/4"

1/4" STIFF. PL E.S.

TYP.

#3 TIE @ 4" O.C.

(3) #5 H. @ T. & B.

SEE

U S7

12" C.I.P. BM.

5/8" Ø TITENHD @ 16" O.C.

ER3.5A DKG. w/ CONT. 4 x 3 x 1/4" w/ #12 TEK SCREWS @ 4" O.C.

W8 x 21

C S9

1 11.15.17

D S9

1 11.15.17

SCALE: 3/4" = 1'-0"

1 11.15.17

NOTE: SEE ARCH. FOR DECK SLOPE

E S9

Taalman Architecture

TYP.

VERCODECK W2 FORMLOCK w/ 4" STRUCT. SLAB, 1/4" STIFF. PL E.S. @ EA. COL.

VERCODECK W2 FORMLOCK w/ 4" STRUCT. SLAB,

The Office Of GORDON L. POLON Consulting Engineers 1718 22nd Street Santa Monica, CA 90404 Ph. (310) - 998 - 5611 Fax (310) - 829 - 2744

M S8

(2) 1/2" Ø ST. STL. THRU-BOLTS

C SCALE: 3/4" = 1'-0"

#90 x 90 COL.

SEE

8" C.I.P. WALL, SEE

J S7

FOR CONN.

R S7

1-1/2" CLR. 7" STRUCT. SLAB,

7" STRUCT. SLAB,

SEE ARCH.

SEE

U S7

SEE

Tel: 213.380.1060 inquiry@tkithouse .com

1570 La Baig Avenue, Unit A Los Angeles, CA 90028

#90 x 90 COL.

U S7

#4 E.F. WPFG., SEE ARCH.

#4 H. @ 12" O.C. 12" LAP 12"

F S9

PLAN VIEW

1/2" STL. BASE PL

8" C.I.P. WALL, SEE

12"

36" @ 16" O.C.,

R S7

H.S.S. 6 x 6 x 1/4" COL. 12" C.I.P. WALL,

(3) #6 V., TYP.

SEE

#4 TIES @ 6" O.C., TYP.

SCALE: 3/4" = 1'-0"

G S9

12" C.I.P. WALL,

U S7

SEE

H S9

E SCALE: 3/4" = 1'-0"

(4) 5/8" Ø THREADED ROD w/ 3" SQ. x 1/4" PL w/ 42" EMBD.

2", TYP. 1-1/2", TYP.

U S7

PLAN VIEW

J S9

H.S.S. 6 x 6 x 1/4" COL.

B SCALE: 3/4" = 1'-0"

TYP.

(4) #4 TIES @ 2" O.C., E.S. OF H.S.S. COL. F S7

3'-0", TYP.

4" SLAB ON GR., SEE

#12 x 3/4" SELF DRILLING TEK SCREWS @ 4" O.C., TYP. ALL SUPPORTS & @ 36" O.C. @ SIDE LAPS

#90 x 180 BM., TYP.

CL COL.

1-1/2", TYP.

A.0

ER3.5A x 18GA. DKG. BY EPIC

CL COL.

DIETRICH 350S162-43 3-1/2" STL. STUD @ 16" O.C.

2'-0" SQ. GR. BM. 5/8" Ø x 1'-0" A.B. @ 32" O.C.

1/2" STRUCT. 1 PW. w/ #8 TEK SCREWS @ 6" O.C., U.O.N.

CONT. DIETRICH 350T200-43 TRACK @ T. & B. #4 TIE @ 12" O.C.

#90 x 180 BM., TYP.

U S7

A.3

2-1/2" MIN., 7-1/2" MAX., SEE ARCH.

2-3/8", TYP.

SANTA ROSA, CA 95404

36"

R S7

STRUCTURAL DETAILS

SEE

SANTA ROSA IT HOUSE

2 x 4 KEY 8" C.I.P. WALL,

2764 LESLIE ROAD

1-1/2" CLR.

1/2" STL. BASE PL & 1-1/2" DRYPACK 2 x 4 KEY

ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-5-1/4" w/ (4) 1/2" Ø ST. STL. THRU-BOLTS, TYP., CTR. ANGLE ON BM.

#3 TIES @ 4" O.C. 42" LAP

@ EA. CNR.

8" C.I.P. WALL, 1 11.15.17

SEE

X-BRACE - JAKOB 10mm,

L S9

SEE

#90 x 90 COL., TYP.

D S5

ALUM. T 4 x 4 x 3/8 x 0'-3-1/2" w/ (2) 1/2" Ø ST. STL. THRU-BOLTS, TYP., STAGG. AS SHOWN

7/8", LOCATE IN COLUMN TRACK, TYP.

5" MIN., 10" MAX. FROM T. OF SLAB, SEE ARCH.

P S9

R S7

06/05/17 - NOT FOR SCALE: 3/4" = 1'-0"

CONSTRUCTION 1

CONST. UPDATES

#4 H. @ 12" O.C. (2) 1/2" Ø ALUM. THRU-BOLTS (NO BOLTS ON FACE)

1", TYP.

11/15/17

#4 @ 16" O.C., ALT. HK.

CORRUGATED DKG. w/ 4" CONC. ABV., BY OTHERS

#4 TIES @ 12" O.C.

42" MAX. 8" C.I.P. STEM WALL

(5) #6 V. @ E.F. 3" CLR.

@ 16" O.C. 4" STRUCT. SLAB, f 'c = 3,000psi, S.I. REQ'D.

2 x 4 KEY

7/8", LOCATE IN COLUMN TRACK, TYP.

SEE ALUM. 3-1/2 x 3-1/2 x 1/4 x 0'-3-1/2" w/ (2) 1/2" Ø S.S. THRU BOLTS CTRD., SEE

D S5

FOR ADD'L.

SEE C-CHANNEL BY OTHERS

(5) #6 V. @ E.F. (3) #4 TIES @ 2" O.C., T. & B.

12" MIN. INTO DENSE RESIDUAL & BEDROCK

3" CLR., TYP.

U S9

U S7

#4 TIES @ 12" O.C.

(2) #6 H. @ T. & B.

H.S.S. 8 x 8 x 1/4" BYD.

S S9

#4 TIES @ 12" O.C.

SAND & GRAVEL,

INFO.

R S9

U S7

15" x 24" MIN. GR. BM.

12'-0" INTO BEDROCK, MUST SATISFY H / 3

2'-0" Ø C.I.P. PILE f 'c = 3,000 psi S.I. REQ'D. 9

SCALE: 3/4" = 1'-0"

V S9

F 1 11.15.17

SCALE: 3/4" = 1'-0"

DATE: 11/17/17 JOB#: 16036 SCALE: 1" = 1'-0" U.O.N

S9 MA IT HSE

MA IT HSE

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

TUBE STEEL COLUMN PER PLAN

CORNER SINGLE BM CONNECTION AT TOP OF COLUMN

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

TUBE STEEL COLUMN PER PLAN

1 4"

LT. GAUGE STEEL BEAM/ STRUT PER PLAN CONNECTION REQUIRES (1) "L" SHAPED MOMENT CLIP PER 9 S3.1

ACCESS TO TIGHTEN BOLTS THRU TOP OF COLUMN

MAX

CONNECTION REQUIRES (1) "L" SHAPED MOMENT CLIP PER 9

1 4"

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

LT. GAUGE STEEL JOIST DEEPER THAN 12"

TUBE STEEL COLUMN PER PLAN

1 2"

STUD WALL FMG OR GLAZING WALL PER PLAN (SEE STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO) FOR MEMBERS 12" DEEP OR LESS USE 321"x7"x534" 10 GA. JOIST CLIP (MARK: JC) 9 WITH (4) 16 "Ø x 112" (A307) BOLTS & NUTS WITH (8) FLAT WASHERS EACH SIDE

JOIST CLIP CONNECTION

1 4"

MAX

BEAM CLIP CONNECTION

L4x4x16 GA. FORM ANGLE UNDER METAL DECK

CONCRETE FILLED METAL DECKING

#12x134" SELF TAPPING SCREWS @ 8"o.c.

HSS2x2x13Ga TUBE EMBEDDED IN TOP OF WALL W/ 21"Ø THREADED ROD W/ DBL NUTS TO HSS WALL @ 32"o.c.

8"x8" 10 GA. TYP (MARK: UC-8)

121"

EXTERIOR PATIO SLAB BY OTHERS

LT. GAUGE STEEL FLOOR JOISTS PER PLAN ATTACH USING "BC" CLIPS TO CONC. STEM W/ CAST IN PLACE OR EPOXY GROUTED 916"Ø ANCHOR BOLTS

CONC. RETAINING STEM WALL PER FOUNDATION PLANS

321"x7"x934" 10 GA. BEAM CLIP (MARK: BC) WITH (6) 9 1 16"Ø x 12" (A307) BOLTS & NUTS WITH (12) FLAT WASHERS (EA. SIDE)

7 JOIST CONNECTION TO CMU WALL

STUD WALL FMG OR GLAZING WALL PER PLAN (SEE STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO) ATTACH DECKING TO TOP OF JOISTS OR BEAM/ STRUTS AS SPECIFIED PER PLAN (#12 x 34" TEK SELF DRILLING SCREWS TYPICAL)

LT. GAUGE METAL DECKING PER PLAN

3 4"

(6) 1"Ø x 214" (A325) BOLTS & NUTS WITH (12) FLAT WASHERS ON BOTH SIDES (TYP EA. CONNECTION)

(4) 34"Ø J-BOLTS CAST IN PLACE INTO STEM WALL FOR BM CLIP EXTERIOR PATIO SLAB BY OTHERS

(8) 34"Ø x 214" (GRADE 5) BOLTS & NUTS WITH (16) FLAT WASHERS

CONCRETE FILLED METAL DECKING

112"

16" DEEP BM MOMENT CONNECTION ANGLE NOTES: 1. ALL BEAMS/ JOISTS CAN HAVE HOLES LOCATED IN THE MIDDLE 13RD IN SPAN, AND MIDDLE 13RD IN DEPTH WITH A MAXIMUM HOLE Ø OF D/5. 2. IF ANY BEAM OR JOIST VIOLATES THE ABOVE STATED CRITERIA, THE CONTRACTOR FOR THE TRADE WHICH CREATED THE PENETRATION IS RESPONSIBLE FOR CONTACTING THE ENGINEER OF RECORD FOR JUSTIFICATION OR REPAIR DETAIL. ENGINEERING FEES MAY APPLY. 3. Ø TO INDICATED THE OUTSIDE DIMENSION OF THE PENETRATION

"L"/4 "L"/3

FOR PENETRATIONS OUTSIDE OF PERMITTED AREA CONTACT THE ENGINEER OF RECORD PIOR TO CUTTING INTO MEMBER

121"x 0.031 STEEL STRAP BRIDGING. SECURE WITH #12 x 34" TEK SCREWS AT TOP OF BEAM/ STRUT TO BOTTOM OF EACH JOIST. BRIDGING MUST START AND END ON A BEAM/ STRUT AND ATTACH A MINIMUM OF 34" EDGE DISTANCE PAST #12 TEK SCREW

BEAM/ STRUT SPLICE CONNECTION

10 TYPICAL JOIST BRIDGING DETAIL

SPACING BETWEEN PENETRATIONS MUST BE A MINIMUM OF 4x Ø OF THE LARGEST PENETRATION USE ROUND PENETRATIONS WHEREVER POSSIBLE OR SQUARE HOLES WITH 12"Ø ROUNDED CORNERS

VERCO STEEL B-DECK (ESR# 1735) FASTENED TO STRUCTURAL MEMBERS WITH 12-14 SELF DRILLING TEK SCREWS EACH FLUTE OR @ 8"o.c.

HATCHED AREA INDICATES REGION WHERE PENETRATIONS ARE PERMITTED

11 BEAM CONNECTION TO CMU WALL

LT. GAUGE BEAM/ STRUT PER PLAN

11/15/17

CONST. UPDATES

6x6 W1.4 x W1.4 WELDED WIRE MESH CONCRETE FILL OVER METAL DECK (f'c = 3,000 PSI) **SPECIAL INSPECTION REQUIRED

121"

L 4"x4" 14GA FORM ANGLE UNDER B DECK WHERE FLOOR DOES NOT CANTILEVER. L 4"x821" 12GA FORM ANGLE WHERE FLOOR CANTILEVERS BEYOND PERIMETER CHANNEL

L 4"x4" 14GA (TYP UNO) FORM ANGLE UNDER B DECK

"L" / 3

14"

1 4"

121"

GMAW EA. CORNER

BASEPLATE OF A36 MIN STEEL PLATE (THICKNESS PER SCHEDULE)

BOLT HOLES TO 1 BE DRILLED 16 "Ø OVERSIZED FROM BOLT USED

LT. GAUGE BEAM/ STRUT PER PLAN

"L" = DISTANCE FROM COLUMN C's L

NOTE: BUTTON PUNCH SEAMS OF METAL DEKING @ 36"o.c.

PERFORATIONS IN LT. GAUGE STEEL FRAMING MEMBERS

S3.1

"L" = (SPAN LENGTH FROM COLUMN C) L

MAX Ø = "D"/5

UNDER NO CIRCUMSTANCES WILL PENETRATIONS BE PERMITTED: 1. THAT CUT THE TOP OR BOTTOM FLANGE (OR CHANNEL LIP) 2. IN ANY LOCATION A DISTANCE OF 2x COLUMN WIDTH (APPROX 18") FROM THE FACE OF THE COLUMN.

CONNECTION REQUIRES (1) "L" SHAPED MOMENT CLIP PER 9

CONC. RETAINING STEM WALL PER FOUNDATION PLANS

14"

37 8"

LT. GAUGE STEEL BEAM PER PLAN

"D"

JOISTS MUST BE INSTALLED AS SHOWN WITH THE OPEN FACE OF THE C-SECTIOIN FACING IN OPPOSITE DIRECTIONS

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

121"

13 4"

FABRICATE BENT PLATE FROM 10 GAUGE 55 ksi STEEL

SPLICE CAN BE LOCATED ON EITHER SIDE OF BEAM/ STRUT SPAN CL

11"

314"

BEAM SPLICE TO BE LOCATED WITHIN THIS REGION OF THE SPAN

414"

1 2"

ALL BOLT HOLES SHALL BE DRILLED 1 "Ø OVERSIZED 16

CL (OR AS DIMENSIONED PER PLAN)

121"

8"x8" 10 GA. TYP (MARK: UC-8)

MAX

14"x621" x 10 GA. SPLICE PLATE (MARKED: SPL-16-18) TYPICAL FRONT AND BACK

MAX

TUBE STEEL COLUMN PER PLAN

3 PERIMETER DBL BM CONNECTION AT TOP OF COLUMN

6 JOIST CONNECTION TO DOUBLE INTERIOR BEAM

JOIST CONNECTION TO SINGLE BEAM

15"

MAX

LT. GAUGE STEEL JOIST DEEPER THAN 12"

BEAM CLIP CONNECTION

14"x621" x 10 GA. SPLICE PLATE REQ'D EACH SIDE OF BEAM/ STRUT WEB

1 4"

LT. GAUGE STEEL JOIST WITH DEPTH OF 12" OR LESS

312"x7"x934" 10 GA. BEAM CLIP (MARK: BC) WITH (6) 9 1 16"Ø x 12" (A307) BOLTS & NUTS WITH (12) FLAT WASHERS

1" 52

121"

ALL BOLT HOLES SHALL BE DRILLED 1 "Ø OVERSIZED 16

8"x8" 10 GA. (MARK: UC-8)

112"

1" 52

13 8"

414"

112"

11" 13

1 4"

MAX

(8) 34"Ø x 214" (A325) BOLTS & NUTS WITH (16) FLAT WASHERS ON BOTH SIDES (TYP EA. CONN)

SINGLE BM CONNECTION W/ "L" CLIP AT COL. MID HEIGHT

MAX LT. GAUGE STEEL JOIST PER PLAN

JOIST CLIP CONNECTION

S3.1

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

1 4"

FOR MEMBERS 12" DEEP OR LESS USE 321"x7"x534" 10 GA. JOIST CLIP (MARK: JC) 9 WITH (4) 16 "Ø x 112" (A307) BOLTS & NUTS WITH (8) FLAT WASHERS

LT. GAUGE STEEL JOIST WITH DEPTH OF 12" OR LESS

LT. GAUGE STEEL JOIST PER PLAN LT. GAUGE STEEL BEAM/ STRUT PER PLAN TO RUN CONTINUOUS THRU CONNECTION

MAX 4" 2"

1 4"

LT. GAUGE STEEL BEAM/ STRUT PER PLAN TO RUN CONTINUOUS THRU COLUMN CONNECTION

2 CORNER DBL BM CONNECTION AT TOP OF COLUMN

4" 2"

TUBE STEEL COLUMN PER PLAN

BOLT PATTERN IN 8" SQUARE TS COLUMNS & 16" BM

(8) 1"Ø x 214" (A325) BOLTS & NUTS WITH (16) FLAT WASHERS ON BOTH SIDES (TYP EA. CONN)

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

4" 2"

MID COLUMN CONNECTIONS WITH ACCESS HOLE

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

LT. GAUGE STEELBEAM/ STRUT PER PLAN TO RUN CONTINUOUS THRU CONNECTION

ACCESS TO TIGHTEN BOLTS THRU TOP OF COLUMN

(8) 1"Ø x 214" (A325) BOLTS & NUTS WITH (16) FLAT WASHERS ON BOTH SIDES (TYP EA. CONN)

4" 2"

LT. GAUGE STEELBEAM/ STRUT PER PLAN TO RUN CONTINUOUS THRU CONNECTION

ACCESS TO TIGHTEN BOLTS THRU TOP OF COLUMN

TUBE STEEL COLUMN PER PLAN

TOP OF COLUMN CONNECTIONS

TUBE STEEL COLUMN PER PLAN

MIN

3" 6"

321"Ø x 412" OVAL ACCESS HOLE CENTERED ON COLUMN

1" 44 TUBE STEEL COLUMN PER PLAN

(8) 1"Ø x 214" (A325) BOLTS & NUTS WITH (16) FLAT WASHERS ON BOTH SIDES (TYP EA. CONNECTION)

ACCESS TO TIGHTEN BOLTS THRU TOP OF COLUMN

6" 3" 41 4"

TUBE STEEL COLUMN PER PLAN

LT. GAUGE STEEL BEAM/ STRUT PER PLAN TO RUN CONTINUOUS THRU COLUMN CONNECTION

CL OF ACCESS HOLE

1 (8) 116 "Ø HOLES REQ'D FOR (8) 1"Ø THRU-BOLTS

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

TUBE STEEL COLUMN PER PLAN

1 (8) 116 "Ø HOLES REQ'D FOR (8) 1"Ø THRU-BOLTS

134"

THESE HOLE DIMENSIONS ARE ONLY FOR 16" DEEP BEAM/ STRUTS

LT. GAUGE STEEL BEAM/ STRUT PER PLAN

CONCRETE FILLED DECK SCHEMATIC

DATE: 04/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

TUBE STEEL COLUMN PER PLAN

TYPICAL BASEPLATE

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BASEPLATE PER 16 STUD WALL FMG OR GLAZING WALL PER PLAN (SEE STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO) CONCRETE FILLED METAL DECK PER PLAN

CONCRETE FILLED METAL DECKING

CONCRETE FILLED METAL DECK PER PLAN

"UC-10" BEAM SPACER W/ (2) 916"Ø BOLTS TO CHANNEL WEB EA. SIDE

PROVIDE DBL NUTS TO BASEPLATE FOR LEVELING

CONCRETE CAP (IF DESIRED) TO HIDE HARDWARE

5 8"Ø

LT. GAUGE ROOF JOISTS PER PLAN

4x4x14 GA DECK CLOSURE ANGLE

L4x4x16 GA. FORM ANGLE UNDER METAL DECK SLAB REINFORCING AT MID-DEPTH OF CONCRETE FILL

S3.1

STUD WALL FMG OR GLAZING WALL PER PLAN (SEE STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO)

TUBE STEEL COLUMN PER PLAN

EXTERIOR HARDSCAPE BY OTHERS (WHERE OCCURS)

LT. GAUGE STEEL FLOOR JOISTS PER PLAN

A307 THREADED RODS EMBEDDED INTO PILASTER 18" MIN W/ 3" SQ. PLATE WASHER & DBL NUTS

8" TO EARTH 2" TO CONC.

GRADE

121"

CLR

ATTACH JOISTS TO BEAMS PER 6 S3.1

LT. GAUGE BEAM/STRUT PER PLAN

JOIST CONNECTION USING "BC" CLIPS AS SPECIFIED PER

EPOXY GROUTING STANDARD

MIN DEPTH OF HOLE (PER SCHED.)

EPOXY GROUT PER PLAN ROD PER PLAN

#12x143"

SELF TAPPING SCREWS @ 8"o.c. 3" MIN EMBEDMENT

ST4-4

FACE OF CONCRETE BAR SIZE: #3 #4 #5 #6 -

ROD SIZE: -

1 2"Ø 5 8"Ø 3 4"Ø 7 8"Ø 1"Ø

BIT DIAM.:

MIN DEPTH.:

1 2" 5 8"

6" 6" 6" 7" 8" 9"

3 4

7 8"

1" 118"

2 DBL BEAM AT FLOOR DECK

PERIMETER FLOOR CONNECTION TO DBL BM

SLOPE HOLE WHERE ROD IS LOADED IN TENSION

MIN Ø HOLE PER SCHEDULE

1. DRILL HOLE OF PROPER DIAMETER AND DEPTH USING A CARBIDE TIPPED DRILL OR CORING BIT. AVOID ANY EXISTING REINFORCING STEEL BY SLIGHTLY RE-LOCATING HOLE. 2. CLEAN HOLE THOROUGHLY BY VACUUM OR AIR PRESSURE. 3. MAKE SURE THAT HOLE IS DRY AND CLEAN BEFORE GROUTING. 4. PLACE EPOXY GROUT IN HOLE WITH CAULKING GUN OR SIMILAR EQUIPMENT, STARTING AT THE BOTTOM OF THE HOLE. FILL APPROX. 23 FULL. 5 COAT DOWEL WITH SAME EPOXY AND INSERT INTO THE HOLE, FORCING MATERIAL AROUND THE SIDES OF THE BAR AND COMPLETELY FILLING ALL VOIDS. 6. PROVIDE SUPPORT FOR DOWEL BY TYING TO REBAR OR OTHER ELEMENT UNTIL GROUT HAS CURED. 7. EPOXY GROUT SHALL BE "SET-XP" EPOXY BY SIMPSON STRONG-TIE (ESR# 2508) (LARR# RR25744), OR APPROVED EQUAL WITH VALID ICBO OR LARR LISTINGS. 8. SPECIAL INSPECTION IS REQUIRED FOR ALL EPOXY GROUTED APPLICATIONS.

CONCRETE SLAB ON GRADE PER PLAN

#3 SLAB DOWELS x 32" LONG @ 18"o.c. INTO MID DEPTH OF SLAB W/ "SET-XP" EPOXY PER 5 S3.2

ATTACH USING "BC" CLIPS TO CONC. STEM W/ CAST IN PLACE OR EPOXY GROUTED 916"Ø ANCHOR BOLTS

CONCRETE FILLED METAL DECK PER PLAN

3 L3x3x16 STEEL ANGLE 1 W/ 4"Øx112" TITEN CONCRETE SCREWS @ 12"o.c.

CONC. DECK SUPPORT AT INTERIOR FOOTING

#3 SLAB DOWELS x 32" LONG SET INTO MID DEPTH OF SLAB W/ "SET-XP" EPOXY PER 5 S3.2

BASEPLATE CONNECTION TO FOUNDATIONS

CONCRETE FILLED METAL DECK PER PLAN LT. GAUGE STUD WALL PER PLAN CONCRETE FILLED METAL DECK PER PLAN

CONCRETE SLAB ON GRADE PER PLAN

FOOTING SIZES & REINFORCING PER FOUNDATION ENG. PLANS

3" MIN EMBEDMENT

OUTLINE OF FLOOR JOISTS BEYOND

- EMBEDMENT DEPTHS AS SPECIFIED WITHIN SPECIFIC DETAILS SUPERCEDE DEPTHS SPECIFIED IN THE TABLE ABOVE

FOOTING SIZES & REINFORCING PER FOUNDATION ENGINEER PLANS

COLUMN BEYOND (WHERE OCCURS)

DBL LT. GAUGE STEEL CHANNEL PER PLAN

18 GAUGE UN-PUNCHED SILL W/ .145"Ø SHOT PINS @ 32"o.c.

LT. GAUGE STEEL FLOOR JOISTS PER PLAN

18" CLR MIN

PERIMETER FLOOR CONNECTION TO SINGLE BM

S3.1

PROCEDURE:

JOIST CONNECTION USING "BC" CLIPS AS SPECIFIED PER

DBL LT. GAUGE STEEL CHANNEL PER PLAN

LT. GAUGE FLOOR JOISTS PER PLAN

SLAB REINFORCING AT MID-DEPTH OF CONCRETE FILL

FOOTING SIZES & REINFORCING PER FOUNDATION ENG. PLANS

JOIST CONNECTION AT INTERIOR FOOTING

CONCRETE FILLED METAL DECKING

CUT BACK DECKING TO INSTALL COLUMN TO TOP FLANGE OF CHANNEL BELOW

PARTITION CONNECTION TO DECK

8x8x83" STEEL CLOSURE PLATE ON TOP OF HSS COLUMN

CONCRETE FILLED METAL DECK PER PLAN

COLUMN & CONNECTION AS SPECIFIED ON FRAMING PLANS & DETAILS

REFER TO STRUCTURAL FRAMING PLANS FOR COLUMN CONNECTION REQUIREMENTS

FULL PENETRATION FOR INFORMATION NOT SHOWN HERE REFER TO PERIMETER DBL BEAM DETAIL 2

ATTACH DOUBLED BM (AT COLUMN LOCATION) 9 W/ (6) 16 "Ø THRU BOLTS EQUALLY SPACED

PERIMETER CHANNEL FMG BEYOND

S3.2

PROVIDE 36" LONG BEAM CENTERED ON COLUMN LOCATION ABOVE TO WEB OF PERIMETER CHANNEL

PROVIDE HOLES IN COLUMN CLOSURE PLATE AS NEEDED FOR COLUMN ANCHORS AS INDICATED IN STRUCTURAL DETAILS FOR THE ALUMINUM COLUMNS

TYPICAL PERIMETER CHANNEL PER PLAN

10 MIRRORED BEAM AT COLUMN CONNECTION

321"Ø x 421" OVAL ACCESS HOLE CENTERED ON COLUMN

PERIMETER LIGHT GAUGE CHANNEL PER PLAN

HSS STEEL COLUMN PER PLAN

11 HSS CLOSURE PLATE FOR COLUMN CONNECTION ABOVE

11/15/17

CONST. UPDATES

DATE: 04/17/17 JOB#: 16036 SCALE: 1/4" = 1'-0"

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