Cyclebar Sunnyvale, CA Design Development by jlavenant

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94806

SECTION DESIGNATION

DETAIL DESIGNATION X AX.0

SHEET REFERENCE NO.

INTERIOR ELEVATION IDENTIFICATION

0'-0" FINISH FLOOR

A DETAIL DESIGNATION 16 -

B SHEET REFERENCE NO.

SECTION / ELEVATION / FLOOR DATUM

N N

2016 CALIFORNIA PLUMBING CODE (CPC)

MECHANICAL CODE

2016 CALIFORNIA MECHANICAL CODE (CMC)

ELECTRICAL CODE

2016 CALIFORNIA ELECTRICAL CODE (CEC)

ENERGY CODE

2016 CALIFORNIA ENERGY CODE

FIRE / LIFE SAFETY CODE

2016 CALIFORNIA FIRE CODE (CFC) W/ LOCAL AMENDMENTS

A7.1 A8.2 A8.3 A8.4 A8.5

ENLARGED RESTROOM PLAN, INTERIOR ELEVATIONS & DETAILS INTERIOR ELEVATIONS INTERIOR ELEVATIONS WALL AND MISCELLANEOUS DETAILS ROOM FINISH PLAN, SCHEDULE & LEGEND WALL SIGNAGE AND GRAPHICS MILLWORK DETAILS (FOR REFERENCE ONLY) EQUIPMENT SPECIFICATIONS (FOR REFERENCE ONLY)

ACCESSIBILITY

PROJECT REFERENCE N

PLUMBING CODE

T2.1 A1.1 A2.1 A6.1 A6.2 A6.3

NORTH ARROW

THESE PLANS ARE INTENDED TO COMPLY WITH ALL OF THE PROVISIONS SET FORTH BY CHAPTER 11B OF THE 2016 CBC

C CODE COMPLIANCE GRID LINE IDENTIFICATION GRID LINE FACE OF STUD FACE OF MASONRY CENTER LINE OF COLUMN

1.0

IF A CONFLICT OCCURS BETWEEN THE DESIGN DRAWINGS AND SPECIFICATIONS, PROMPTLY NOTIFY THE ARCHITECT IN WRITING. AT THAT POINT, A WRITTEN INTERPRETATION WILL BE MADE BY THE ARCHITECT AND SAID WRITTEN DECISION SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS.

ALL CONTRACTORS WILL PROVIDE ADEQUATE BRACING AND / OR SHORING TO INSURE STRUCTURAL STABILITY OF THE BUILDING AND ALL RELATED BUILDING COMPONENTS, I.E.; STRUCTURAL WALLS, INTERIOR WALL ASSEMBLIES, ETC. DURING THE CONSTRUCTION PHASE OF THIS PROJECT.

ELEVATION REFERENCE IDENTIFICATION

ELEVATION DESIGNATION

CONTRACTOR IS RESPONSIBLE FOR THE MORE COSTLY AND TIME CONSUMING RESOLUTION ON ALL CONFLICTING INFORMATION PRESENTED ON THE PLANS, OR BETWEEN THE EXISTING CONDITIONS AND THE PLANS.

THIS ARCHITECT WILL NOT HAVE CONTROL OF, AND WILL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK ON THIS PROJECT OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND OR CONSTRUCTION DOCUMENTS.

SHEET REFERENCE NO.

2016 CALIFORNIA BUILDING CODE (CBC)

CONSULTANT

ADA STANDARDS - ACCESSIBLE DESIGN PLAN LIFE SAFETY PLAN (N) FLOOR PLAN AND EQUIPMENT PLAN (N) REFLECTED CEILING PLAN

PROJECT SYMBOL IDENTIFICATION 101

DOOR NUMBER

101

WINDOW NUMBER

P-2

MATERIAL NAME / FINISH NAME

W-1

ROOM IDENTIFICATION (E) CUSTOMER LOBBY CPT-1 B-1

WALL TYPE FIXTURE / EQUIPMENT TYPE

F-1 AP-1

ASSEMBLY EXISTING FIRE SPRINKLERED (NON-SEPARATED PER TABLE 508.4)

PROJECT ANNOTATION IDENTIFICATION

ASSESSOR PARCEL NUMBER:

209-07-018

BUILDING SUMMARY TENANT IMPROVEMENT AREA TENANT IMPROVEMENT AREA: TENANT GROSS LEASEABLE AREA

2,840 2,964

S.F. S.F.

(NO NEW S.F. ADDED)

TOTAL BUILDING HEIGHT

± 65'-0"

EXISTING MULTI-STORY (BUILDING HEIGHT TO REMAIN)

GRAPHIC NAME

FDXSCXX-1

2 ROOM NAME MATERIAL FINISH WALL BASE FINISH

A-3 II-B

LEGAL DESCRIPTION

F.O.M.

CEILING IDENTIFICATION MATERIAL DESIGNATION ACT-1 +10'-0" HEIGHT REFERENCE NOTE

OCCUPANCY GROUP: CONSTRUCTION TYPE:

REVISION / ADDENDUM NUMBER

PARKING SUMMARY SITE AND PARKING

(EXISTING TO REMAIN UNCHANGED)

1 KEYNOTE NUMBER TYP

WORK WILL BE COORDINATED WITH ALL TRADES IN ORDER TO AVOID INTERFERENCE AND AVOID OMISSIONS.

10. UNLESS NOTED OTHERWISE, ALL MATERIALS USED WILL BE NEW AND BEAR U.L. LABELS WHERE REQUIRED AND MEET APPROPRIATE N.E.M.A. OR OTHER INDUSTRY STANDARDS.

DEFERRED SUBMITTAL

PLUMBING FACILITY ANALYSIS

11. LAYOUT ALL PARTITIONS AND CABINETS BEFORE BEGINNING CONSTRUCTION TO PREVENT ERRORS BY DISCREPANCY. ALL DRYWALL PARTITIONS AND CABINETS WILL BE INSTALLED AS NOTED ON THE DRAWINGS. IF APPLICABLE, GENERAL CONTRACTOR MUST OBTAIN RESOLUTION FROM ARCHITECT FOR ANY DISCREPANCIES PRIOR TO CONSTRUCTION OF WALL PARTITIONS AND CABINETS.

(N) EXTERIOR WALL MOUNTED BUILDING SIGNAGE

PER CALIFORNIA PLUMBING CODE 2016, TABLE 422.1 MINIMUM PLUMBING FACILITIES,

(N) INTERIOR AND EXTERIOR LED SIGNAGE

(OCCUPANT LOAD OF 26 MALE AND AND 26 FEMALE)

12. EACH SUBCONTRACTOR WILL AMEND AND MAKE GOOD AT THEIR OWN COST, ANY DEFECTS OR OTHER FAULTS IN THEIR WORKMANSHIP AND/OR THEIR SUPPLIED MATERIALS.

(E) FIRE SPRINKLER

13. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING, CUTTING AND / OR INSTALLING MATERIAL, PRODUCT OR EQUIPMENT. IN THE EVENT OF ANY DISCREPANCIES, CONTACT THE ARCHITECT FOR WRITTEN AND / OR GRAPHIC DIRECTION PRIOR TO PROCEEDING WITH THAT WORK.

16. WEATHER CONDITIONS: CONTRACTOR(S) WILL PROTECT ALL PARTS OF THEIR WORK FROM WEATHER DAMAGE DUE TO FROST, RAIN, HEAT, ETC. AND WILL MAKE GOOD TO THE SATISFACTION OF THE ARCHITECT ANY PORTION OF THE WORK WHICH MAY HAVE BECOME DAMAGED. 17. SITE SAFETY: EACH CONTRACTOR WILL ABIDE BY LOCAL AREA STANDARDS AND RELATED O.S.H.A. STANDARDS FOR THE PROTECTION AND SAFETY FOR THEIR EMPLOYEES ON SITE. THIS ARCHITECT WILL BE HELD HARMLESS BY CYCLEBAR AND GENERAL CONTRACTOR AND RELATED AWARDED TRADES ON THIS PROJECT FOR ACCIDENTS OR INJURIES CAUSED OR ACCRUED ON THIS PROPERTY DURING THE PRE / ACTUAL / POST CONSTRUCTION PHASES OF THIS PROJECT. 18. CONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL AND ACCOUNT FOR QUANTITY OF DEBRIS ACCUMULATED BY EACH TRADE. HOWEVER, EACH TRADE WILL KEEP THE JOB SITE CLEAN AND SAFE AT ALL TIMES, ALONG w/ A BROOM / VACUUM FINISH AT THE END OF EACH WORKING DAY. 19. TRANSITION OF DIFFERENT FLOORING MATERIALS AT DOORWAYS SHALL SHALL BE FLUSH AND OCCUR AT CENTERLINE OF DOORS TYPICALLY. 20. PAINT ALL WALL SURFACES, DOOR FRAMES, WINDOW FRAMES, BULKHEADS AND CEILINGS IN ROOMS WHERE INDICATED ON ROOM FINISH SCHEDULE. PAINT BEHIND ALL MOVEABLE ITEMS ADJACENT TO WALLS RECEIVING PAINT AND RELOCATE ITEMS. ALL NEW PAINTING SHALL INCLUDE (1) ONE COAT PRIMER AND (2) TWO COATS OF PAINT (UNLESS NOTED OTHERWISE).

LAVATORIES (FIXTURES PER PERSON)

STAMP

REQUIREMENT:

14. CONTRACTOR SHALL NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSIONS OR INFORMATION, CONTRACTOR SHALL NOTIFY THE ARCHITECT. FIGURED AND CALCULATED DIMENSION TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TYPICALLY TAKES PRECEDENCE OVER SMALLER SCALE DRAWINGS VERIFY WITH ARCHITECT. ALL PLAN DETAILS AND WALL SECTIONS ARE ASSUMED TO BE TYPICAL CONDITIONS UNLESS DETAILED OR NOTED OTHERWISE. 15. PROVIDE SUFFICIENT BLOCKING IN STUD WALLS TO SUPPORT ALL ITEMS OR EQUIPMENT SHOWN OR SPECIFIED TO BE ATTACHED TO THE WALLS. PROVIDE ADDITIONAL STRUCTURAL SUPPORT (ANGLES, CHANNELS, ETC.) WITHIN WALLS WHERE THE WEIGHT OF ATTACHED ITEMS OR EQUIPMENT IS TOO GREAT TO BE SUPPORTED BY METAL STUDS. PROVIDE BLOCKING FOR OWNER FURNISHED OR INSTALLED ITEMS.

WATER CLOSETS (FIXTURES PER PERSON)

TITLE SHEET, PROJECT INFORMATION AND GENERAL NOTES

SECTION DETAIL IDENTIFICATION

BUILDING CODE

GENERAL CONSTRUCTION NOTES & RESPONSIBILITY MATRIX

SHEET TITLE

REVISIONS TO WORK OR PLANS MUST BE APPROVED BY THE CITY AND / OR LOCAL JURISDICTION's INSPECTION SERVICES PRIOR TO IMPLEMENTATION. ANY ADDITIONS OR CHANGES TO WORK MUST BE AUTHORIZED IN WRITING BY THE ARCHITECT AND OWNER. NO ALTERATIONS WILL BE MADE ON THIS PROJECT EXCEPT UPON WRITTEN ORDER BY USING PREDETERMINED ARCHITECT SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDER OR CONSTRUCTION CHANGE DIRECTIVES.

SHEET REFERENCE NO.

PARTIAL SECTION IDENTIFICATION X AX.0

THE CONTRACTOR SHALL FOCUS SPECIAL ATTENTION ON A FIELD REVIEW OF THE EXISTING SITE IN WRITING PRIOR TO CONSTRUCTION. ANY CONDITIONS THAT ARE FOUND TO BE INCONSISTENT WITH THESE DOCUMENTS OR WHERE THE INTENT IS IN DOUBT SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO BID SUBMITTAL. CONTRACTOR SHALL NOT RELY UPON ORAL COMMUNICATIONS; ALL COMMUNICATIONS MUST BE IN WRITTEN OR GRAPHIC FORMAT.

CURRENT CODES

TITLE SHEET, PROJECT INFORMATION, AND GENERAL NOTES

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

HVAC, PLUMBING AND ELECTRICAL DRAWINGS ARE INCLUDED IN, AND NOT SUPPLEMENTARY TO, THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND OTHER DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BY THE CONTRACTOR FOR WRITTEN AND GRAPHIC CLARIFICATION.

T1.1 T1.2 T1.3

CYCLEBAR

SHEET REFERENCE NO.

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com

1 2 3 4 5

PROJECT LOCATION

X AX.0

REVISIONS

PROPOSED TENANT IMPROVEMENT FOR AN INDOOR EXERCISE BIKES STUDIO

DETAIL DESIGNATION

ELEVATION DESIGNATION X AX.0

PROPOSED USE

MECHANICAL

ANGLE LAMINATED LAVATORY POUND(S) LONG LINEAR FOOT LIGHT MATERIAL MAXIMUM / MINIMUM MACHINE BOLT MEZZANINE BD. BOARD MISCELLANEOUS BLDG BUILDING MASONRY OPENING BLK'G BLOCKING MODULAR PANELBOARD B.N. BOUNDARY NAIL SYSTEM BM. BEAM M.S.B. MAIN SWITCH BOARD B.O.C. BOTTOM OF CEILING MTD. MOUNTED B.O.J. BOTTOM OF JOIST MTL. METAL B.U.R. BUILT-UP ROOFING (N) NEW BOTT. or (B) BOTTOM NA OR N/A NOT APPLICABLE CND. CONDUIT N.E.M.A. NAT. ELEC. MFR. ASSOC. C.L. or CL CENTER LINE N.I.C. NOT IN CONTRACT CAB. CABINET NO. or # NUMBER C.B.B. CEMENTITIOUS BACKER BOARD NOM. NOMINAL C.D. CORE DRILL N.T.S. NOT TO SCALE CER. CERAMIC O.C. ON CENTER C.G. CORNER GUARD O.F.C.I. OWNER FURNISHED, C.J. CONTROL JOINT (COLD JOINT) CONTRACTOR INSTALLED CLG. CEILING OFD. OVERFLOW DRAIN CLKG. CAULKING O.F.O.I. OWNER FURNISHED, CLR. CLEAR OWNER INSTALLED C.M.U. CONCRETE MASONRY UNIT O.D. OUTSIDE DIAMETER COL. COLUMN OPN'G. OPENING CONC. CONCRETE OPP. OPPOSITE CONN. CONNECTION O.S.H.A. OCCUPATIONAL SAFETY & CONST. CONSTRUCTION HEALTH ADMINISTRATION CONST. JT. CONSTRUCTION JOINT PART'N PARTITION CONT. CONTINUOUS P. LAM PLASTIC LAMINATE OR CONTR. CONTRACTOR PARALLAM (BEAM) COMP COMPACTED / COMPACTION PL. PLATE C.T. CERAMIC TILE P.L. or PL PROPERTY LINE DBL. DOUBLE PLAS. PLASTER DEG. or ° DEGREE PLBG. PLUMBING DET. DETAIL PLYWD. PLYWOOD DIA. or Ø DIAMETER P.O.C. POINT OF CONNECTION DIAG. DIAGONAL PR. PAIR DIM. DIMENSION PSF POUNDS PER SQ. FOOT DS. DOWNSPOUT PSI POUNDS PER SQ. INCH DWG.(S) DRAWING(S) P.T. PRESSURE TREATED (E) EXISTING Q.T. QUARRY TILE EA. EACH RAD. OR (R) RADIUS E.C. ELECTRICAL CONTRACTOR RCP REFLECTED CEILING PLAN E.G. EDGE GRAIN R.D. ROOF DRAIN ELEC. ELECTRICAL REF. REFERENCE ELEV. ELEVATION REINF. REINFORCEMENT E.N. EDGE NAIL REV. REVERSE E.O.C. EDGE OF COUNTER / EQUIPMENT R.T.U. REMOTE TERMINAL UNIT EQ. or = EQUAL RQMTS. REQUIREMENTS ER EXISTING RELOCATED S.C. SOLID CORE EXP. EXPANSION SCHED. SCHEDULE EXT. EXTERIOR SHT. SHEET FACT. FACTORY SHT'G SHEATHING F.D. FLOOR DRAIN SIM. SIMILAR FDN. FOUNDATION SM SHEET METAL F.E. FIRE EXTINGUISHER SMS SHEET METAL SCREW F.F. FINISHED FLOOR SPEC.(S) SPECIFICATION(S) F.F.L. FINISHED FLOOR LEVEL SQ. SQUARE F.F. & E. FURNITURE, FIXTURES & SQ. IN. / FT. SQUARE INCH / FOOT EQUIPMENT S.S. STAINLESS STEEL F.G. FLOAT GLASS S.T.S.M.S. SELF TAPPING FLR. FLOOR SHEET METAL SCREWS FIN. FINISH STD. STANDARD FACE OF FINISH F.O.F. STL. STEEL F.O.M. FACE OF MASONRY STOR. STORAGE F.O.S. FACE OF STUD STRUCT. STRUCTURAL F.R. FIRE RETARDANT SUSP. SUSPENDED F.R.P. FIBERGLASS REINFORCED PANEL SYM. SYMMETRICAL FT. FOOT / FEET TEMP. OR T° TEMPERATURE FTG. FOOTING THK. THICKNESS F.V. FIELD VERIFY T&G TONGUE & GROOVE GA. GAUGE (GAGE) T.N. TOE NAIL G.B. GRAB BAR T.O.B. TOP OF BEAM G.WB. GYPSUM WALLBOARD T.O.C. TOP OF CURB G.C. GENERAL CONTRACTOR T.O.F. TOP OF FOOTING GALV. GALVANIZED T.O.P. TOP OF PARAPET G.I. GALVANIZED IRON T.O.PL. TOP OF PLATE GL.B. GLUE-LAMINATED BEAM T.O.S. TOP OF SLAB HB HOSE BIBB T.O.W. TOP OF WALL H.C. HOLLOW CORE T.S. TOP OF SHEATHING H.D. HUB DRAIN TYP. TYPICAL HDR. HEADER U.N.O. UNLESS NOTED OTHERWISE HDW. HARDWARE U.L. UNDERWRITERS LABORATORY HGR. HANGER VERT. OR (V) VERTICAL HGT. or HT. HEIGHT V.I.F. VERIFY IN FIELD H.M. HOLLOW METAL V.T.R. VENT THROUGH ROOF HORIZ. or H HORIZONTAL V.W.C. VINYL WALL COVERING H.S.B. HIGH STRENGTH BOLT W/ or W/O WITH, WITHOUT I.D. INSIDE DIAMETER W/C WATER CLOSET I.E. IN EXAMPLE WD. WOOD IN. INCH / INCHES WH WATER HEATER INSUL. INSULATION W.I.B. WALK-IN BOX INT. INTERIOR W.R. WATER RESISTANT INV. INVERTED WT. WEIGHT JT. OR JNT. JOINT WWF. WELDED WIRE FABRIC JST. JOIST WWM. WELDED WIRE MESH

ENLARGED DETAIL IDENTIFICATION

PLUMBING

L LAM. LAV. LB(S). or # LG. LFT. LT. MAT'L. MAX. / MIN. M.B. MEZZ. MISC. M.O. M.P.S.

ELEVATION IDENTIFICATION

310 W. WASHINGTON AVE SUNNYVALE, CA 94086

ELECTRICAL

ANCHOR BOLT ABOVE ASPHALTIC CONCRETE ALUM. COMPOSITE METAL PANEL ACOUSTIC CEILING PANEL ABOVE FINISH FLOOR ALUMINUM ABRASIVE QUARRY TILE ARCHITECT OF RECORD ARCHITECTURAL

ALL CONTRACTORS AND SUBCONTRACTORS WILL THOROUGHLY FAMILIARIZE THEMSELVES WITH THESE CONSTRUCTION DOCUMENTS AND WILL VERIFY EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID. ALL SUBCONTRACTORS WILL PROVIDE ALL LABOR, SUPERVISION, AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY FOR A SUCCESSFUL COMPLETION. ALL WORK TO BE PERFORMED IN A GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS.

SHEET INDEX

MALE 1:1-125

FEMALE 1:1-65

MALE 1:1-200

FEMALE 1:1-200

MALE 1

FEMALE 1

MALE 1

FEMALE 1

PROVIDED:

NOTE: ALL INTERIOR LED SIGNAGE AND EXTERIOR SIGNAGE WILL BE UNDER SEPARATE APPLICATION SUBMITTAL BY OWNER.

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

DESCRIPTIVE SUMMARY OF WORK THE WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT TO BUILD, FINISH, AND PROVIDE TENANT IMPROVEMENT FOR A PROPOSED CORPORATE INDOOR EXERCISE BIKES STUDIO. THE WORK SHALL INCLUDE ALL ITEMS REQUIRED AS SHOWN ON THE DRAWINGS. ALL MECHANICAL EQUIPMENT AND SYSTEMS, ALL ELECTRICAL SYSTEMS, AND EQUIPMENT ARE TO BE INCLUDED FOR A COMPLETE OPERATING SYSTEM WITH COORDINATION AND INSTALLATION INCLUDED. INTERIOR: NEW FINISHES (PAINT, FLOORING, GRAPHICS, ETC.) NEW FIXTURES NEW WALLS

21. ALL WEATHER - EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF.

C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

PROJECT TEAM TENANT CYCLEBAR 310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086 CONTACT: JIHAN BAYYARI PHONE: (650) 283-6357 EMAIL: jihan.bayyari@cyclebar.com

ARCHITECT AMORARCHITECTURALCORPORATION 9483HAVENAVENUE,SUITE100 RANCHOCUCAMONGA,CA91730 CONTACT: JOSEREYNOSO PROJECTMANAGER PHONE: (909)259-9971 FAX: (909)944-8409 EMAIL: jreynoso@amorarch.com

MECHANICAL, & ELECTRICAL

PLUMBING

REVISIONS

VICINITY MAP THIS MAP IS REFERRED FROM GOOGLE MAPS WEBSITE

DUNHAMENGINEERING 50SOUTHSTREET,SUITE1100 MINNEAPOLIS,MN55402 CONTACT: CULLENMURTAUGH PROJECTMANAGER PHONE: (612)465-7550 FAX: (612)465-7551 EMAIL: Cullen.Murtaugh@dunhameng.com

APPROVED VENDOR SUPERIORPERFORMANCESURFACING CONTACT: KENNYFLAKE PHONE: (713)805-8296 EMAIL: kenny@spsurfacing.org PLATINUMSLV,LLC 4416SUNBELTDR. ADDISON,TX75001 CONTACT: ERICGALDIANO PHONE: (972)380-9500 EMAIL: egaldiano@platinumslv.com

DATE 2019.09.03

PROJECT SITE

PROJECT NUMBER A2214

SHEET NUMBER

T1.1

30% SET : 2019_09_03

Plotted: 9/9/2019 10:23 AM (jlavenant) File: 01_a2214_t1.1_title sheet.dwg

A.B. ABV. A.C. ACM A.C.P. A.F.F. ALUM. A.Q.T. AOR ARCH.

F.O.S.

(NOT ALL ABBREVIATIONS MAY BE USED IN THIS DOCUMENT)

PROJECT INFORMATION

SYMBOL LEGEND

ARCHITECTURAL

GENERAL NOTES

ABBREVIATIONS

CLIENT

MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOBS OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION.

5. 6.

LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATION BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. NEW HAND ACTIVATED DOOR OPENING HARDWARE SHALL MATCH EXISTING DOORS (WHERE APPLIES,) LEVER MUST BE CENTERED BETWEEN 34" MIN. AND 44" MAX. ABOVE THE FLOOR. EVERY DOORWAY LOCATED WITHIN AN ACCESSIBLE PATH OF TRAVEL SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3'-0" IN WIDTH AND NOT LESS THAN 6'-8" IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32". THERE SHALL BE A LEVEL AND CLEAR FLOOR OR LANDING ON EACH SIDE OF A DOOR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60" (5'-0") AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48" (4'-0") AS MEASURED AT RIGHT ANGLE TO THE PLANE OF THE DOOR IN THE CLOSED POSITION.

FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY.

DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10" HIGH (KICK PLATE) SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.

10. MAXIMUM EFFORT TO OPERATED DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATION DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY NOT TO EXCEED 15 POUNDS.

PAINTING 1. SEE FINISH SCHEDULE FOR ALL PAINT PRODUCTS AND SPECIFICATIONS. 2. THE WORK INCLUDES, BUT IS NOT LIMITED TO FURNISHING OF MATERIALS AND EQUIPMENT, AND COMPLETION OF PAINTING AND PAINTER'S FINISH ON EXPOSED SURFACES AS REQUIRED TO COMPLETE FINISHING OF THE WORK INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN.

B. THERE MAY BE INSTANCES WHERE THERE ARE OUTSTANDING PLAN CHECK FEES THAT HAVE NOT BEEN PAID. THE G.C. WILL COORDINATE WITH THE APPROPRIATE MUNICIPALITY PLANNING AND / OR BUILDING DEPARTMENT AND DETERMINE ANY OUTSTANDING FEES. THE G.C. WILL NOTIFY THE ARCHITECT AND RECEIVE APPROVAL PRIOR TO PAYING THESE OUTSTANDING FEES. THIS WILL ALLOW THE G.C. TO NOT BE DELAYED IN PULLING THE BUILDING PERMIT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OF MATERIALS AND APPLICATION WITH GOVERNING AGENCIES (LOCAL STATE AND FEDERAL) IN CONNECTION WITH THIS PROJECT.

C. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE TO HIRE HIS / HER OWN SIGNAGE SUBCONTRACTOR FOR THE PROJECT.

4. THE FOLLOWING EXPOSED SURFACES ARE TO BE PAINTED: A. UNLESS NOTED OTHERWISE, ALL GYPSUM WALLBOARD NOT COVERED BY OTHER MATERIALS. B.

ALL EXISTING WALLBOARD TO A MIN. OF 6" ABOVE ROOM CEILING. TYPICAL, UNLESS NOTED OTHERWISE ON ROOM FINISH SCHEDULE.

ALL METAL IN IMPROVED AREAS NOT PRE-FINISHED PRIOR TO INSTALLATION.

ALL WOOD SURFACES, TRIM, OR PIECES NOT PRE-FINISHED PRIOR TO INSTALLATION. (DO NOT PAINT INTERIOR ELEMENTS NORMALLY CONCEALED SUCH AS STRUCTURAL COMPONENTS AND ELECTRICAL WIRING)

5. MATERIALS A. PAINTED PRODUCTS SHALL BE MANUFACTURED BY APPROVED OR SCHEDULED PRODUCT. B. C.

11. DOORS WITH CLOSING DEVICES TO CLOSE SLOWER THAN 5 SECONDS WHEN OPEN TO 70Â° OR MORE.

DEMOLITION

(WHERE APPLIES) GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, HAULING AWAY, AND RECYCLING OF ALL DEMOLISHED ITEMS TO INCLUDE WALL PARTITIONS, CEILINGS, DOORS AND FRAMES, MILLWORK, CONVEYOR SYSTEM, FLOORING, SIGNAGE, ETC. ON-SITE DUMPSTERS ARE NOT ALLOWED TO BE USED FOR CONSTRUCTION DUMPING. (RECYCLE AND / OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1, 5.408.1.3 OF CGBSC

ACCESSORY MATERIALS SUCH AS TURPENTINE / THINNER / UNSEED OIL SHALL BE APPROVED BY THE COATING MANUFACTURER. THE NUMBER OF COATS IS TO BE THREE (3) MINIMUM. ADDITIONAL COATS SHALL BE APPLIED AT NO ADDITIONAL COST IF NECESSARY TO COMPLETELY HIDE BASE MATERIALS, PRODUCE UNIFORM COLOR, AND PROVIDE SATISFACTORY FINISH RESULTS. APPLICATION AND SURFACE PREPARATION SHALL BE DONE ACCORDING TO MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPLICATION INSTRUCTIONS. ALL FINISHES SHALL BE APPLIED EVENLY AND BE FREE OF RUNS, SAGS, SKIPS, CRAWLS, AND / OR DEFECTS. THE CONTRACTOR SHALL PROTECT HIS OWN WORK, AND ADJACENT EXISTING WORK AND MATERIALS, WITH SUITABLE COVERINGS OR MASKINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CLEANING THE AREA OF HIS WORK AS WELL AS REMOVAL OF ALL EXCESS MATERIAL (EITHER FROM ADJACENT SURFACES OR EXTRA MATERIALS). CONTRACTOR TO PAINT, REPAIR OR REPLACE ANY BUILDING OR ELECTRICAL COMPONENTS DURING CONSTRUCTION AT HIS OWN EXPENSE. SURFACES TO BE PAINTED SHALL BE FREE OF OIL GREASE, LOOSE PAINT, OR OTHER FOREIGN MATERIAL.

6. CONTRACTOR TO VERIFY FINISHES ON SIGNAGE WITH THE ARCHITECT.

CABINET WORK 1. MAKE ALL FINISHED WORK PER THE DETAILED DRAWINGS. 2. TAKE SUCH FIELD MEASUREMENTS AS MAY BE REQUIRED.

GENERAL RESPONSIBILITIES 1.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL CONTACT INFORMATION REGARDING THE PROJECT SITE TO INCLUDE NAMES AND TELEPHONE NUMBERS. CONTACTS SHOULD INCLUDE STORE MANAGER, LANDLORD / PROPERTY MANAGER, CITY BUILDING INSPECTORS, FIRE DEPARTMENT INSPECTORS, ETC. THIS MUST BE DONE AT LEAST (2) TWO WEEKS PRIOR TO START OF CONSTRUCTION SO THAT G.C. CAN GAIN ACCESS TO ALL AREAS OF THE SITE AND COMPLETE ALL NECESSARY INSPECTIONS FOR THE PROJECT. THE GENERAL CONTRACTOR SHALL PROVIDE STORAGE CONTAINERS, IF NECESSARY, TO RECEIVE CONSTRUCTION ITEMS SUCH AS MILLWORK, CONVEYOR SYSTEM, CART, ETC. G.C. SHALL, UPON RECEIVING OF OWNER FURNISHED ITEMS, REPORT ALL DAMAGED OR MISSING PARTS OR COMPONENTS TO THE ARCHITECT IMMEDIATELY. G.C. MUST COORDINATE FOR THE DELIVERY OF OWNER FURNISHED ITEMS TO BE PLACED IN THE G.C.'s DESIGNATED STORAGE CONTAINER LOCATION (2) TWO DAYS PRIOR TO START OF INSTALLATION OF THESE ITEMS. IT IS THE INTENT OF THE TENANT TO SALVAGE AND RECYCLE AS MUCH OF THE EXISTING MATERIALS AT THE JOBSITE AS POSSIBLE. FOR THE EXISTING MILLWORK, GENERAL CONTRACTOR SHALL PHYSICALLY VERIFY IF THE FIXTURES ARE STILL IN GOOD OR REASONABLE CONDITION FOR REUSE AT OTHER TENANT FACILITIES. G.C. SHALL INFORM THE TENANT OF HIS ANALYSIS. IF IT IS VERIFIED THAT THE FIXTURES ARE SO DAMAGED THAT IT WOULD NOT BE WORTH SALVAGING, THEN THE FIXTURES WOULD BE DEMOLISHED. IF THE FIXTURES ARE SALVAGEABLE WHEN DISCONNECTED FROM ITS CURRENT LOCATION, THEN THE G.C. SHALL MOVE THEM INTO THE EXISTING WAREHOUSE AT A LOCATION DETERMINED WITH THE TENANT AND / OR STORE MANAGER. THE TENANT SHALL PICK THE FIXTURES UP AT A LATER TIME FOR STORAGE AND FUTURE REUSE. FOR OTHER MATERIALS, THE G.C. SHALL PROVIDE AN ALTERNATE PRICE IN THE PROJECT BID FORM TO THE TENANT TO RECYCLE THESE MATERIALS (I.E., CEILING TILES, DRYWALL, DOORS, FLOORING, ETC.) THE TENANT SHALL INFORM THE G.C. WHETHER TO RECYCLE THE MATERIALS OR TO HAUL AWAY TO THE LOCAL LANDFILL.

THE G.C. IS RESPONSIBLE FOR MATERIALS AND LABOR REQUIRED FOR ANY ALTERATIONS TO FIRE SPRINKLERS, ELECTRICAL EQUIPMENT, PLUMBING, EMERGENCY & EXISTING LIGHTING, ALARM AND MECHANICAL SYSTEMS AS REQUIRED TO COMPLETE THE PROJECT AND OBTAIN FINAL INSPECTIONS.

ANY DISCREPANCIES BETWEEN THESE DOCUMENTS AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK.

THE GENERAL CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL CONFIRM THAT WORK IS CONSTRUCTIBLE AS SHOWN. ANY CONFLICTS OR OMISSIONS, ETC., SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR CLARIFICATION PRIOR TO THE PERFORMANCE OF ANY WORK IN QUESTION.

DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN ALL PARTITION LOCATIONS. ALL DOOR AND OPENING LOCATIONS SHALL BE SHOWN ON FLOOR PLAN. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT OF RECORD. FLOOR PLAN BY ARCHITECT OF RECORD SUPERSEDES OTHER PLANS. ALL DIMENSIONS MARKED "CLEAR" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING CARPET, PAD, CERAMIC TILE, VINYL COMPOSITE TILE, ETC.

ALL INTERIOR DIMENSIONS ARE TO THE FACE OF NEW STUD, UNLESS NOTED OTHERWISE. COLUMN CENTER LINE (OR GRID LINES) ARE SHOWN FOR DIMENSIONING. VERIFY EXACT LOCATIONS IN FIELD (AS REQUIRED).

THE GENERAL CONTRACTOR SHALL MARK LOCATIONS OF PARTITIONS AND DOORS FOR REVIEW BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. REVIEW WILL BE FOR DESIGN INTENT. SUB-CONTRACTOR SHALL COORDINATE AND VERIFY ALL CONDITIONS TO ENSURE PROPER FIT.

Plotted: 9/9/2019 10:23 AM (jlavenant) File: 02_a2214_t1.2_gc notes.dwg

10. THE GENERAL CONTRACTOR IS RESPONSIBLE TO FOLLOW OWNER's GROUP RULES AND REGULATIONS. WHEN THE G.C. ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN CONTRACT OR NOT IN CONTRACT, (S)HE SHALL BE RESPONSIBLE FOR LOSS AND/OR DAMAGE TO THESE ITEMS.

11. THE GENERAL CONTRACTOR SHALL MAINTAIN, FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT / EGRESS LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES AND ORDINANCES.

12. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE GENERAL CONTRACTOR AND COORDINATED WITH THE OWNER's REPRESENTATIVE PRIOR TO CUTTING / CORING.

13. DURING ALL PHASES OF WORK, DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF ALL ADJACENT AND NEIGHBORING TENANTS. 14. PROVIDE PORTABLE FIRE EXTINGUISHER(S) IN ACCORDANCE WITH NFPA 10, WITH U.L. LABEL AND A RATING OF NOT LESS THAN 2-A WITH 75 FEET OF TRAVEL DISTANCE TO ALL POSITIONS OF STORE AND / OR AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR.

15. ALL EXTERIOR BUILDING SIGNAGES SHALL BE SUBMITTED UNDER SEPARATE PERMIT APPLICATION FOR REVIEW AND APPROVAL AS REQUIRED BY LOCAL AUTHORITIES. EXTERIOR SIGNAGES ARE NOT WITHIN THE SCOPE OF BUILDING DEPARTMENT APPROVAL. 16. PRIOR TO COMMENCEMENT OF ANY WORK - THE OWNER OR OWNER'S REPRESENTATIVE SHALL ENGAGE LICENSED DESIGN PROFESSIONAL(S) TO PROVIDED ALL REQUIRED DOCUMENTATION FOR REVIEW, AND RECEIVE APPROVAL BY THE LOCAL AUTHORITIES HAVING JURISDICTION. INCLUDING BUT NOT LIMITED TO STRUCTURAL VERIFICATION AND DESIGN, BUILDING, FIRE, LIFE SAFETY, HEALTH, PLUMBING, ELECTRICAL, AND MECHANICAL APPROVALS. 17. IF REQUIRED BY LOCAL JURISDICTION - SPRINKLER, LIFE SAFETY, AND FIRE ALARM SYSTEMS ARE TO BE DESIGNED AND SUBMITTED FOR REVIEW AND APPROVAL BY LOCALLY LICENSED DESIGN PROFESSIONAL. THE DESIGN OF ALL SYSTEM(S) MUST COMPLY TO ALL FEDERAL, NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES. 18. EXISTING ENERGY MANAGEMENT SYSTEM (VERIFY IN FIELD) TO REMAIN IN STORE AND BE FULLY FUNCTIONAL AND OPERATIONAL AT COMPLETION OF REMODEL PROJECT.

3. ALL FINISHED CABINET MATERIALS TO BE AS CALLED OUT PER THE CONSTRUCTION DOCUMENTS. 4. PLASTIC LAMINATE FINISHING SHALL CONFORM TO REQUIREMENTS OF ARCHITECTURAL WOODWORK INSTITUTE. "QUALITY STANDARDS" FOR "CUSTOM" GRADE AND NOTES CONTAINED HEREIN. 5. INSTALLATION - INSTALL UNITS LEVEL AND PLUMB WITH TIGHT JOINTS BETWEEN ANY MULTIPLE UNITS. SCRIBE TO WALL AND OTHER SURFACES AS REQUIRED. ADJUST ALL DRAWERS, DOORS AND MOVABLE PARTS TO OPERATE EASILY AND SMOOTHLY WITHOUT BINDING. 6. ALL DRAWERS TO BE FULL EXTENSION SIDES WITH A 75 LBS. LOAD CAPACITY.

3. CONSTRUCTION DOCUMENTS A. THE INTENTION OF THESE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK INDICATED ON THE DRAWINGS OR REASONABLY INFERRED THESE FROM. THE ARCHITECT WILL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK IS PERFORMED, SAFETY IN, OR ABOUT, THE JOB SITE METHODS OF PERFORMANCE OR TIMELINES IN THE PERFORMANCE, OF THE WORK . IF DISCREPANCIES EXIST BETWEEN PLANS OF DIFFERENT SCALES, THE LARGER SCALE PLAN TYPICALLY WILL GOVERN. NOTIFY ARCHITECT FOR A WRITTEN OR GRAPHIC CLARIFICATION OF SUCH DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. B. ALL ARCHITECT CLARIFICATIONS WILL BE WRITTEN AND / OR GRAPHIC VIA ARCHITECTURAL SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDERS OR CONSTRUCTION DIRECTIVES.

1. BUILDING PERMITS

PERMITS & FEES PAID BY G.C.

2. THIRD PARTY INSPECTION

ANY 3RD PARTY INSPECTION REQUIRED BY CITY

A. TEST AND BALANCE 3. TEMPORARY UTILITIES 4. FINAL CLEAN UP

B. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED OR REASONABLY INFERRED OR REQUIRED BY ANY APPLICABLE CODE TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB. C. CONTRACTORS PRIOR TO BIDDING SHALL GUARANTEE THAT ALL OTHER SUB-BIDDEES OR SUB CONTRACTORS SHALL BE GIVEN COMPLETE FULL SETS OF PLANS TO INSURE THAT THEY HAVE INCLUDED ALL ITEMS NECESSARY TO COMPLETE THEIR WORK. ANY ITEM MISSED BY THESE SUBCONTRACTORS IN THEIR BIDS SHALL BE ABSORBED BY THE GENERAL CONTRACTOR AT HIS OR HER OWN EXPENSE AND IN NO WAY WILL AFFECT ANY ADDITIONAL COST OVER AND ABOVE THE FINAL BID. D. ALL TRADES SHALL PROVIDE BIDS ACCORDING TO THE PLANS AND SPECIFICATIONS. ANY ALTERNATE SHALL BE SUBMITTED TO THE OWNER (IN WRITING) FOR APPROVAL PRIOR TO ACCEPTANCE OF BID.

5. CONTRACTOR A. PRIOR TO COMMENCING, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS AND VERIFY CONDITIONS AT THE SITE. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONTRACTOR SHALL VERIFY w/ THE PROPER UTILITY COMPANY OR OTHER AGENCY OR COMPANY THE LOCATIONS OF ALL EXISTING BELOW GRADE UTILITIES AND THEIR SERVICE CONNECTION PRIOR TO THE COMMENCEMENT OF WORK. B. NO CONTRACTOR OR SUB-CONTRACTOR IS TO START ANY WORK UNTIL A THOROUGH EXAMINATION OF ALL THE EXISTING CONDITIONS IS PERFORMED. IF FOR ANY REASON A SATISFACTORY JOB IS IMPOSSIBLE, IT SHALL BE IMMEDIATELY REPORTED TO THE PROJECT SUPERINTENDENT AND ARCHITECT FOR WRITTEN OR GRAPHIC CLARIFICATION BEFORE PROCEEDING WITH THE JOB. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, FOR COORDINATION OF HIS WORK WITH THAT OF OTHER TRADES AND FOR PERFORMING ALL WORK IN A SAFE AND SATISFACTORY MANNER.

9483 HAVEN AVENUE, SUITE 100

5. INSURANCE 6. PROTECTION OF ALL FINISHED SURFACES

BOTH OWNER AND GENERAL CONTRACTOR

8. DUMPSTER

WEST COAST | CENTRAL | EAST COAST

9. STORAGE CONTAINER

G.C. TO COORDINATE AND PROVIDE STORAGE CONTAINER FOR OWNER FURNISHED ITEMS DURING LAST 2 WEEKS OF CONSTRUCTION

1. COUNTERTOPS

UTILITY ROOM ONLY. OPTIONAL

DIVISION 05 - METALS

1. RETAIL BUNKERS SLAT WALL 310 W. WASHINGTON AVE SUNNYVALE, CA 94086

DIVISION 06 - WOOD & PLASTICS

1. WOOD FRAMING - STUDS, BACKING 2. WOODCARPENTRY-CASEWORK,MILLWORK

A.RECEPTIONDESK(LOBBY)

G.C. TO SET IN PLACE

B.RECEPTIONBACKBAR

G.C. TO SET IN PLACE

C.SHOE&TOWELBIN

G.C. TO SET IN PLACE

D.SHOECUBBY

G.C. TO SET IN PLACE

E.REFRIGERATIONSTATION F.LOCKERS(MODULARUNITS.PRE-FAB. BASEFRAMINGAREINSTALLEDBYGC) G.VANITIES(RESTROOMS)

G.C. TO SET IN PLACE

DIVISION 07 - THERMAL AND MOISTURE

1. ROOFING PENETRATIONS 2. INSULATION (INTERIOR WALLS) 3. INSULATION (ROOF DECK) DIVISION 08 - OPENINGS

PREFERRED VENDOR

1. INTERIOR DOORS & FRAMES 2. HOLLOW METAL FRAMES 3. DOOR HARDWARE 4. ENTRANCES AND STOREFRONT (IF REQ'D) 5. MIRRORS 6. REAR SERVICE DOOR

G.C. TO BRING REAR DOOR TO PROPER WORKING

DIVISION 09 - FINISHES

DIVISION 10 - SPECIALTIES

10.HARDWARES TO BE AS CALLED OUT PER PLANS AND SCHEDULES. (TYPICAL)

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS. THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE CONSTRUCTION OF THE WORK AND SHALL BRING TO THE ARCHITECT'S ATTENTION OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

2. HAND TOWEL DISPENSERS IN RSTR. & B.O.H.

BY FRCHS.

3. TOILET PAPER DISPENSERS

BY FRCHS.

G. PROVIDE ALL NECESSARY BACKING AND FRAMING FOR ALL WALL MOUNTED ITEMS, LIGHT FIXTURES AND ALL OTHER ITEMS REQUIRED.

5. RESTROOM & EXERCISE ROOM MIRRORS

3. THE TOP OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FINISHED FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 4. THE INSTALLATION OF FIRE ALARM EQUIPMENT AND SYSTEMS IN ANY OCCUPANCY WITHIN THE SCOPE OF THESE REGULATIONS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE LOCAL, STATE & FEDERAL CODES AND REGULATIONS. 5. (WHERE APPLIES,) GENERAL CONTRACTOR TO SUPPLY (N) PANEL SCHEDULES FOR ALL ELECTRICAL PANELS PRIOR TO COMPLETION OF THE REMODEL.

HAZARDS AND PROTRUDING OBJECTS - IN ACCORDANCE TO DETAIL 8 / T1.3 1. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES ABOVE 27" AND BELOW 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT INTO WALKS, HALLS, CORRIDORS, PASSAGE WAYS OR AISLES. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. 3. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND OR FINISHED FLOOR. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" (INCHES) MINIMUM CLEAR HEAD ROOM. 6. CONTRACTOR TO CONTACT ARCHITECT IF ROOF PENETRATIONS ARE DEEMED NECESSARY. ANY ROOF PENETRATIONS MUST BE COMPLETED BY LANDLORD APPROVED ROOFING CONTRACTOR.

SIGNAGE 1. THE SIGNAGE AT THE STOREFRONT WILL BE CONTRACTED DIRECTLY BY THE GENERAL CONTRACTOR. THE G.C. MUST PROVIDE ANY AND ALL REQUIRED J-BOXES AS WELL AS ACCESS PANELS TO ALL SIGNAGE AS NECESSARY. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ITS SIGN CONTRACTOR AND MAKING SURE THE JOB IS DONE ON TIME. FULLY DETAILED SHOP DRAWINGS MUST BE SUBMITTED TO THE ARCHITECT FOR REVIEW. THESE ARCHITECTURAL PLANS ONLY SHOW LIMITED DESIGN DETAILS AND ARE NOT ADEQUATE FOR CONSTRUCTION OF THE SIGN. SEE SIGN SHOP DRAWINGS. SIGN DRAWINGS WILL BE PREPARED BY OTHERS AND ARE UNDER SEPARATE PERMIT. 2. BARRIER LAWS FOR THE PHYSICALLY HANDICAPPED ARE MINIMUM GUIDELINES. SHOULD THERE BE A CONFLICT BETWEEN THESE MINIMUM REQUIREMENTS AND WHAT IS CALLED FOR ON THE DRAWINGS, THE CONTRACTOR IS TO INFORM THE ARCHITECT FOR WRITTEN AND/OR GRAPHIC CLARIFICATION PRIOR TO PROCEEDING WITH WORK SO AFFECTED.

FIRE SPRINKLER SYSTEM

(WHERE APPLIES) IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY IF THE EXISTING FIRE SPRINKLER SYSTEM NEEDS TO BE MODIFIED IN ORDER TO ACCOMMODATE THE RENOVATION SPACE. THIS INCLUDES ALL AFFECTED AREAS TO INCLUDE MAIN LOBBY AND ADJACENT ROOMS. IF REQUIRED, THE CONTRACTOR MUST SUBMIT FIRE SPRINKLER SHOP DRAWINGS AND OBTAIN A FIRE SPRINKLER PERMIT FROM THE LOCAL FIRE DEPARTMENT AND / OR BUILDING DEPARTMENT. ALL COSTS AND FEES SHOULD BE INCLUDED IN THE CONTRACTOR'S BID PROPOSAL TO THE OWNER. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AN INSPECTION FOR APPROVAL AND SIGN-OFF FOR THE MODIFIED FIRE SPRINKLER SYSTEM BY THE FIRE DEPARTMENT AND BUILDING INSPECTOR.

CONSULTANT

WHERE APPLICABLE

E. ANY CONTRACTOR PRIOR TO INSTALLATION OR PROCUREMENT OF MATERIALS SHALL NOTIFY ARCHITECT OF PROBLEMS IF ANY. FAILURE TO DO SO SHALL MEAN THAT ALL NECESSARY CORRECTIVE MEASURE, DOCUMENTATION, ETC. SHALL BE DONE BY THAT CONTRACTOR AT HIS OWN EXPENSE AND TIME.

2. THE TOP OF THE J-BOX OF CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT SHALL NOT BE MORE THAN 48" ABOVE THE FINISHED FLOOR OR WORKING PLATFORM.

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com

G.C. IS RESPONSIBLE FOR RECEIVING, STORING, AND PROTECTING ALL MILLWORK ON SITE. SEE MILLWORK SHEET FOR SPECIFIC SIZES AND UNIT DETAILS.

9. FINISHES COUNTERTOP FINISHES TO BE PER FINISH SCHEDULE AND / OR SHOP DRAWINGS CABINET FACES TO BE PER FINISH SCHEDULE AND / OR SHOP DRAWINGS

1. BOTTOM OF ELECTRICAL OUTLET J-BOXES SHALL BE INSTALLED NOT LESS THAN 15" ABOVE THE FINISHED FLOOR OR WORKING PLATFORM.

CLIENT

DIVISION 04 - MASONRY

8. THE GENERAL CONTRACTOR AND MILLWORK CONTRACTOR ARE TO COORDINATE AND INSTALL ALL REQUIRED BLOCKING, ANGLE BRACES, SUPPORTS, ETC., TO SUFFICIENTLY SUPPORT ALL COUNTERS.

ELECTRICAL - IN ACCORDANCE TO DETAIL 12 / T1.3

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com

D. CONTRACTOR TO VERIFY AND ENSURE AVAILABILITY AND TIMELY DELIVERY OF SPECIFIED OR SUBSTITUTED PRODUCTS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT OF POSSIBLE CHANGES TO CONSTRUCTION DOCUMENTS OR ANY CONSTRUCTION DELAY DUE TO NON AVAILABILITY OR LATE DELIVERY OF MATERIALS. CONTRACTOR (& NOT THE ARCHITECT) IS RESPONSIBLE FOR NON AVAILABILITY OR LATE DELIVERY OF PRODUCTS DURING CONSTRUCTION.

7. MILLWORK CONTRACTOR IS TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION.

RANCHO CUCAMONGA, CA 91730

7. TEMPORARY LABOR

4. BIDS A. ALL BIDDERS PRIOR TO SUBMITTAL OF BIDS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE ARCHITECTS' PLANS & EXISTING CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY OR OMISSIONS OF ANY INFORMATION NECESSARY FOR COMPLETION OF THEIR SCOPE OF WORK.

INSTALL

FURNISH

INSTALL

DIVISION 01 - GENERAL REQUIREMENTS

1. VINYL FLOORING 2. TILE FLOORING 3. FLOOR PROTECTION

G.C. TO PROTECT FLOORING FROM DAMAGES

1. GRAB BARS

4. SANITARY NAPKIN DISPOSALS (WOMEN'S) 1/4" MIRROR W/ SAFETY BACK @ EXERCISE ROOM

6. ADA&HCTACTILESIGNSPERCODE

6. LIABILITIES A. THE DESIGN PROFESSIONAL (DP) SHALL CONSULT WITH THE CLIENT REGARDING THE PROBABLE SERVICES REQUIRED TO COMPLY WITH BUILDING CODES AND AMERICANS with DISABILITIES ACT (ADA). THE DP IS NOT AN ATTORNEY NOR SHOULD THE DP'S RENDERING AN OPINION OF PROBABLE SERVICES REQUIREMENTS BE CONSIDERED EQUIVALENT TO A LEGAL INTERPRETATION OF ADA. THE DP'S OPINION WILL BE BASED SOLELY ON HIS / HER OWN EXPERIENCE AND KNOWLEDGE. THIS REQUIRES THE DP TO MAKE A CERTAIN NUMBER OF ASSUMPTIONS AS TO THE TYPES OF DISABILITIES COVERED BY ADA. THE DEGREE OF ACCESS THAT IS READILY ACHIEVABLE AND WHAT CONSTITUTES 'READILY ACCESSIBLE AND USABLE'. GIVEN THE ASSUMPTIONS WHICH MUST BE MADE THE DP CANNOT AND DOES NOT GUARANTEE THE ACCURACY OF HIS / HER OPINION AS TO FULL COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPINION TO FULLY COMPLY WITH BUILDING CODES AND ADA REQUIREMENTS. B. THE ARCHITECT WHO SIGN THESE PLANS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE SHALL NOT BE HELD RESPONSIBLE FOR DAMAGES RESULTING FROM CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT. THE SIGNING OF THESE DOCUMENTS WILL NOT IMPOSE A LEGAL DUTY OR RESPONSIBILITY TO OBSERVE THE CONSTRUCTION AND / OR INSTALLATION OF THE FIXED WORKS SUBJECT TO THESE DOCUMENTS. C. ALL BRACING NECESSARY FOR CONSTRUCTION PURPOSES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. D. THE DESIGN ADEQUACY AND SAFETY OF THE ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS.

7. INTENTION UNLESS NOTED OTHERWISE, THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT & TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER EXECUTION OF THE WORK.

8. SUBSTITUTION NO SUBSTITUTION SHALL BE MADE WITHOUT THE ARCHITECT'S APPROVAL.

9. CHANGES THE OWNER OR ARCHITECT MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY.

10. SCOPE ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND PERFORM ALL WORK NECESSARY. REASONABLY INFERRED OR REQUIRED BY ANY CODE OR REGULATION ADOPTED BY LOCAL JURISDICTION, TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHED JOB.

11. CUTTING AND PATCHING ALL TRADES SHALL DO THEIR OWN CUTTING, FITTING, PATCHING, ETC. TO MAKE THE SEVERAL PARTS COME TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES.

12. CLEANING THE CONTRACTOR SHALL CLEANUP, REMOVE AND RECYCLE IN A LEGAL MANNER AND NOT DISPOSE IN LANDFILL ALL DEBRIS AND WASTE ATTRIBUTED TO THE JOB.

13. (AS-BUILT) DRAWINGS GENERAL CONTRACTOR TO KEEP AN ACCURATE RECORD OF CHANGES IN FIELD AND SUBMIT A COMPLETE SET OF AS-BUILT DRAWINGS TO THE ARCHITECT FOR HIS / HER REVIEW AND TO THE OWNER. FOREMAN TO HAVE AN ACCURATE FLOOR PLAN AND PROJECT SCHEDULE ON-SITE AT ALL TIMES.

PLUMBING

(WHERE APPLIES) GENERAL CONTRACTOR TO PERFORM A LINE JETTING OF ALL PLUMBING LINES AFTER NEW WORK IS COMPLETE. GENERAL CONTRACTOR MUST SUPPLY CERTIFICATE OF INVOICE WITH CLOSE OUT PACKAGE.

A.FIREEXTINGUISHERS 7. ALLSPECIALTYSIGNAGEPERCODE DIVISION 11 - EQUIPMENT

1. WORKOUT EQUIPMENT 2. SPEAKERS DIVISION 12 - FURNISHINGS

1. BENCHES

G.C. TO ASSEMBLE UPON DELIVERY

STAMP

2. SIGNAGE A.EXTERIORSIGNAGE B.LOBBYSIGNAGE C.STUDIOSIGNAGE D.WALLGRAPHICS 3. STORAGE ROOM SHELVING

G.C. TO INSTALL FRCHS. SELECTED SHELVING

DIVISION 22 - PLUMBING

1. WATER CLOSET & LAVATORY / HANDSINK 2. WASHER / DRYER / REFRIGERATOR

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

3. MOP BASIN (w/ BACK FLOW PREVENTOR) 4. WATER FOUNTAIN

REVISIONS

5. FLOWATER DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

1. THERMOSTATS AND REMOTE SENSORS 2. RTU'S 3. RTUFILTER&CHANGEATCONSTRUCTION TURNOVERTOFRANCHISEE DIVISION 26 - ELECTRICAL

1. LIGHT FIXTURES 2. LIGHT FIXTURE LIGHT BULBS (LAMPS) A. FIRE ALARM SYSTEM (IF REQUIRED)

DATE 2019.09.03

DIVISION 27 - COMMUNICATION

PROJECT NUMBER A2214

1. TELEPHONE/ INTERNET ROUGH IN & CABLING 2. INTERIOR RECESSED ACCESS PANEL

SHEET NUMBER

A.TELEPHONEEQUIPMENTINSTALLATION B.TELEPHONEBACKERBOARDATDEMARK 3. AUDIO VISUAL SYSTEM 4. PRE-WIRE FOR AUDIO VISUAL 5. CHECK-IN TABLETS NOTE: G.C. TO ACCEPT AND STORE ALL FRCHS. DELIVERIES

SEE AUDIO VISUAL PREPARATION PLAN

T1.2

30% SET : 2019_09_03

3. FINISHES A. UNLESS NOTED OTHERWISE (E.G. SPECIAL WALL COVERING AREAS) ALL GYPSUM WALLBOARD SHALL BE TAPED, SMOOTH, AND PAINTED. B. VERIFY ANY SPECIAL FINISH AREA PRIOR TO COMMENCING WORK.

A. THE GENERAL CONTRACTOR (G.C.) WILL PAY FOR ALL APPLICABLE BUILDING AND SIGNAGE PERMIT AND ANY LOCAL JURISDICTION FEES OR ASSESSMENTS AS APPLICABLE. HOWEVER, THE GENERAL CONTRACTOR SHALL INCORPORATE ALL MECHANICAL, ELECTRICAL, PLUMBING (M.E.P.) AND CIVIL PERMITS AS NECESSARY IN HIS / HER BID PROPOSAL TO THE OWNER. THE M.E.P. AND CIVIL PERMITS WILL NOT BE PAID BY THE ARCHITECT. THE G.C. WILL PHYSICALLY PULL THE BUILDING PERMIT AND THE SIGNAGE PERMIT. THE G.C. MUST COORDINATE WITH HIS / HER SUBCONTRACTORS TO ENSURE THEIR APPLICABLE PERMITS ARE PULLED. THE G.C. AND ALL SUBCONTRACTORS PERFORMING WORK ON SITE MUST OBTAIN THEIR MUNICIPALITY BUSINESS LICENSES AT THEIR EXPENSE PRIOR TO START OF CONSTRUCTION. NOT HAVING ALL SUBCONTRACTOR BUSINESS LICENSES PAID FOR AT THE MUNICIPALITY MAY PREVENT THE PROJECT FROM FINAL LOCAL JURISDICTION APPROVAL AND SIGN-OFF.

REMARKS

GENERAL CONSTRUCTION NOTES & RESPONSIBILITY MATRIX

EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.

DESCRIPTION

2. PERMITS

G.C.

SHEET TITLE

ALL WORK SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. NOTHING SHOWN IN THESE DRAWINGS SHALL BE CONSTRUED AS PERMISSION TO VIOLATE ANY GOVERNING CODES.

FRCHS

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

ALL ENTRANCES AND ALL EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDING AND FACILITIES SHALL BE MADE ACCESSIBLE OR REMAIN ACCESSIBLE.

2. ARCHITECT WILL NOT REIMBURSE CONTRACTOR OR SUB-CONTRACTOR FOR CITY OR STATE LICENSE FEES WHICH MAY BE REQUIRED TO PERFORM WORK.

1. CODES

CYCLE BAR 2019.04.26(DIP. 2.1)

CB. PACK. CYCLEBAR PACKAGE FRCHS FRANCHISEE

CYCLEBAR

GYPSUM WALLBOARD (WHERE APPLIES) 1. PROVIDE GYPSUM WALLBOARD, STEEL FRAMING COMPONENTS, AND ACCESSORIES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS GYPSUM ASSOCIATION'S FIRE RESISTANCE DESIGN MANUAL. PRODUCTS SPECIFIED HEREIN ARE AS MANUFACTURED BY U.S. GYPSUM ASSOCIATION. EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS WILL BE CONSIDERED PROVIDED THEY MEET THOSE ESTABLISHED STANDARDS. MAKE APPROPRIATE SUBMITTAL FOR ANY SUBSTITUTIONS.

NOTE:

PROJECT LOCATION

ENTRANCES AND EXITS

FINISHES

FURNISH

(WHERE APPLIES) IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY IF THE EXISTING FIRE ALARM / BURGLAR ALARM SYSTEM NEEDS TO BE MODIFIED IN ORDER TO ACCOMMODATE THE RENOVATION SPACE. THIS INCLUDES ALL AFFECTED AREAS TO INCLUDE MAIN LOBBY AND ADJACENT ROOMS. IF REQUIRED, THE CONTRACTOR MUST SUBMIT FIRE ALARM / BURGLAR ALARM SYSTEM SHOP DRAWINGS. ALL COSTS AND FEES SHOULD BE INCLUDED IN THE CONTRACTOR'S BID PROPOSAL TO THE OWNER. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN APPROVAL AND SIGN-OFF FOR THE MODIFIED FIRE ALARM / BURGLAR ALARM SYSTEM BY ANY JURISDICTIONAL REQUIREMENTS.

EXISTING

FIRE ALARM / BURGLAR ALARM SYSTEM

RESPONSIBILITY MATRIX NOT REQ'D

GENERAL CONSTRUCTION NOTES

(a) Pull Side

DISTANCE BETWEEN DOTS IN THE SAME CELL SINGLE BRAILLE CELL

1/4" MAX.

1/4" MAX. 1/2" MAX.

36" MIN CLEAR

32" MIN CLEAR 60" MIN.

SCALE N.T.S.

60" MIN

(a)

(b)

60" MIN 36" MIN

12" MIN

FIGURE 305.7 ALCOVE PARALLEL APPROACH

FIGURE 304.3 (b) T- SHAPED TURNING SPACE

THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60" SQUARE MINIMUM WITH ARMS AND BASE 36" WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12" MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24" MINIMUM. THE TURNING SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

ALCOVES SHALL BE 36" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24".

ALCOVES SHALL BE 60" WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15".

SCALE

MANEUVERING

N.T.S.

INTERIOR DOOR SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70-DEGREES, THE DOOR SHALL MOVE TO THE CLOSED POSITION IN 1.5-SECONDS MINIMUM.

DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS, SHALL NOT EXCEED 5 POUNDS (22 N). FOR REQUIRED FIRE DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND (67 N) FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND (133 N) FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN SUBJECTED TO A 15-POUND (67 N) FORCE.

TEST DOORS FOR DOOR OPENING FORCE AND CLOSING SPEED WITH AIR CONDITIONING AND OTHER FORMS OF MECHANICAL PRESSURIZATION TURNED ON AND ALSO WHEN TURNED OFF.

POWER-OPERATED DOORS. WHERE MEANS OF EGRESS DOORS ARE OPERATED BY POWER, SUCH AS DOORS WITH A PHOTOELECTRIC-ACTUATED MECHANISM TO OPEN THE DOOR UPON THE APPROACH OF A PERSON, OR DOORS WITH POWER-ASSISTED MANUAL OPERATION, THE DESIGN SHALL BE SUCH THAT IN THE EVENT OF POWER FAILURE, THE DOOR IS CAPABLE OF BEING OPENED MANUALLY TO PERMIT MEANS OF EGRESS TRAVEL OR CLOSED WHERE NECESSARY TO SAFEGUARD MEANS OF EGRESS. THE FORCES REQUIRED TO OPEN THESE DOORS MANUALLY SHALL NOT EXCEED THOSE SPECIFIED IN SECTION 1010.1.3, 2012 2018 IBC, EXCEPT THAT THE FORCE TO SET THE DOOR IN MOTION SHALL NOT EXCEED 50 POUNDS (220 N). THE DOOR SHALL BE CAPABLE OF SWINGING FROM ANY POSITION TO THE FULL WIDTH OF THE OPENING IN WHICH SUCH DOOR IS INSTALLED WHEN A FORCE IS APPLIED TO THE DOOR ON THE SIDE FROM WHICH EGRESS IS MADE. FULL-POWER-OPERATED DOORS SHALL COMPLY WITH BHMA A156.10. POWER-ASSISTED AND LOW-ENERGY DOORS SHALL COMPLY WITH BHMA A156.19.

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

310 W. WASHINGTON AVE SUNNYVALE, CA 94086 PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com CONSULTANT

PUSH

48 INCHES

0 INCHES

HINGE

PULL

60 INCHES

36 INCHES

HINGE

PULL

54 INCHES

42 INCHES

HINGE

PUSH

42 INCHES

24 INCHES 24 INCHES

LATCH

PULL

48 INCHES

LATCH

PUSH

42 INCHES

(a)

22 INCHES 3, 4

FIGURE 308.2.1 UNOBSTRUCTED FORWARD REACH

(b)

8" MIN

FIGURE 308.2.2 OBSTRUCTED HIGH FORWARD REACH

NOTES: 1. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND 2. DOORWAYS SHALL HAVE A CLEAR OPENING WIDTH OF 32 INCHES MINIMUM

SCALE N.T.S.

WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48" MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15" MINIMUM ABOVE THE FINISH FLOOR OR GROUND.

(b) plan

TOE CLEARANCE

11" MIN

WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48" MAXIMUM WHERE THE REACH DEPTH IS 20" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20", THE HIGH FORWARD REACH SHALL BE 44" MAXIMUM AND THE REACH DEPTH SHALL BE 25" MAXIMUM.

SCALE

FORWARD REACH

17"-25"

48" MIN.

NOTES:

ADD 6" IF CLOSER AND LATCH ARE PROVIDED. TABLE 404.2.3.1 ADD 6" IF CLOSER IS PROVIDED. ADD 12" BEYOND LATCH IF CLOSER AND LATCH ARE PROVIDED. BEYOND HINGE SIDE

ACCESSIBLE DOOR CLEARANCES

6" MAX. TOE CLEARANCE (a) elevation FIGURE 306.2

N.T.S.

PROJECT LOCATION

FRONT

30" MIN

18 INCHES

30" MIN

60 INCHES

9" MIN A.F.F.

PULL

48" MIN.

>20"-25" MAX

20" MAX

9" MIN A.F.F.

FRONT

PARALLEL TO DOORWAY (beyond latch side unless noted)

A.F.F.

PERPENDICULAR TO DOORWAY

44" MAX

DOOR OR GATE

DISTANCE BETWEEN DOTS IN THE SAME CELL

RANCHO CUCAMONGA, CA 91730

MINIMUM MANEUVERING CLEARANCE

APPROACH DIRECTION

1. 2. 3. 4.

MEASURED CENTER TO CENTER

DISTANCE BETWEEN DOTS IN ADJACENT CELLS

CLEAR

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

25" MAX FIGURE 306.3 KNEE CLEARANCE

(a) elevation

(b) plan

NOTES: 1. 2.

STAMP

SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9" ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. SPACE UNDER AN ELEMENT BETWEEN 9" AND 27" ABOVE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEE CLEARANCE.

11 TOE & KNEE CLEARANCE

SCALE N.T.S.

4" MAX

DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW

MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION FROM FRONT

PERPENDICULAR TO DOORWAY 48 INCHES

PARALLEL TO DOORWAY (beyond stop or latch side unless noted)

0 INCHES

FROM NON-LATCH SIDE

42 INCHES

22 INCHES

FROM LATCH SIDE

42 INCHES

24 INCHES

SIGNS / BRAILLE

N.T.S.

BEYOND POCKET / HINGE SIDE.

ACCESSIBLE DOOR CLEARANCES

SCALE N.T.S.

X â&#x2030;¥ 80" A.F.F.

MAX.

34"

48" MAX.

MAX.

34"

46" MAX.

X > 27"

4" MAX

FIGURE 307.2 LIMITS OF PROTRUDING OBJECTS

FIGURE 308.3.2 OBSTRUCTED HIGH SIDE REACH

SIGN

MAXIMUM OCCUPANCY 48

UN LIMITED

SIGN TO BE MOUNTED 60"A.F.F ON WALL AT LATCH SIDE OF DOOR

NOTES: 1.

TABLE 404.2.3.2

SCALE

FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH

> 10"-24" MAX (b)

WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE EDGE OF THE CLEAR FLOOR SPACE IS 10 INCHES MAXIMUM FROM THE ELEMENT, THE HIGH SIDE REACH SHALL BE 48" MAXIMUM AND THE LOW SIDE REACH SHALL BE 15" MINIMUM. WHERE A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305 ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION, THE HEIGHT OF THE OBSTRUCTION SHALL BE 34" MAXIMUM ABOVE THE FLOOR AND THE DEPTH OF THE OBSTRUCTION SHALL BE 24" MAXIMUM. THE HIGH SIDE REACH SHALL BE 48" MAXIMUM ABOVE THE FLOOR FOR A REACH DEPTH OF 10" MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 10", THE HIGH SIDE REACH SHALL BE 46" MAXIMUM ABOVE THE FLOOR FOR A REACH DEPTH OF 24" MAXIMUM.

SIDE REACH

SCALE N.T.S.

4" MAX

(a)

REVISIONS

X >12"

X > 12"

(b)

UN LIMITED

CONTRACTOR TO INSERT MAX OCCUPANCY PER EGRESS ANALYSIS DATE 2019.09.03

X>12"

PROJECT NUMBER A2214

POST

SHEET NUMBER

FIGURE 307.3 POST MOUNTED PROTRUDING OBJECTS

PROTRUDING OBJECTS

SCALE N.T.S.

MAXIMUM OCCUPANCY SIGNAGE

SCALE N.T.S.

T1.3

30% SET : 2019_09_03

MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS

BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS.

48" MAX.

42" MIN

MANEUVERING CLEARANCE AT SLIDING AND FOLDING DOORS

MAX (a)

4" MAX

> 80"

BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH TABLE 703.3.1. THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS

MAX

FIGURE 404.2.3.3

10"

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

LETTERING SHALL BE ON A GLARE FREE CONTRASTING BACKGROUND. 1" LETTER SIZE.

>27" AND <80"

10"

A.F.F.

BRAILLE SHALL BE CONTRACTED (GRADE 2)

27" MAX

(b) Pocket or Hinge Approach

24" MIN

>27"-80" A.F.F.

FIGURE 703.4.3 BRAILLE MEASUREMENT

BLANK CELL SPACE BETWEEN WORDS

(a) Front Approach

MIN

15" MIN

NO RAISED DOT

22"

42" MIN

48" MIN

RAISED DOT

DOT DIAMETER Plotted: 9/9/2019 10:23 AM (jlavenant) File: 03_a2214_t1.3_ada stnd.dwg

AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL PROVIDE PASSING SPACES AT INTERVALS OF 200' MAXIMUM. PASSING SPACES SHALL BE EITHER: 60" MINIMUM BY 60" MINIMUM; OR, AN INTERSECTION OF TWO WALKING SURFACES PROVIDING A T-SHAPED SPACE COMPLYING WITH FIGURE 304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED SPACE EXTEND 48" MINIMUM BEYOND INTERSECTION.

48" MAX

0.059 TO 0.063 0.090 TO 0.100 0.241 TO 0.300 0.025 TO 0.037 0.395 TO 0.400

INTERIOR DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90-DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12-DEGREES SHALL BE 5 SECONDS MINIMUM.

N.T.S.

NOTES:

WHERE THE CLEAR WIDTH AT THE TURN IS 60" MINIMUM COMPLIANCE WITH NOTE 2 SHALL NOT BE REQUIRED.

CLEAR WIDTHS

9483 HAVEN AVENUE, SUITE 100

ADA STANDARDS ACCESSIBLE DESIGN PLAN

48" MIN

X > 8"

48" MIN

X > 8"

36" MIN

FIGURE 305.7 ALCOVE FORWARD APPROACH

27" MIN

DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW 1

WHERE THE ACCESSIBLE ROUTE MAKE A 180 DEGREE TURN AROUND AN ELEMENT WHICH IS LESS THAN 48" WIDE, CLEAR WIDTH SHALL BE 42" MINIMUM APPROACHING THE TURN, 48" MINIMUM AT THE TURN AND 42" MINIMUM LEAVING THE TURN.

15" MIN 48" MAX

MINIMUM IN INCHES MAXIMUM IN INCHES

ALL NEW CONSTRUCTION MUST COMPLY WITH DIMENSIONS AS DENOTED ON THESE CONSTRUCTION DOCUMENTS AND WITH THE ICC / ANSI A117.1_2009 AND IBC 2012 2018. DIMENSIONS WITHIN A SPECIFIED DIMENSIONAL "RANGE" MUST BE LESS-THAN THE MAXIMUM DIMENSIONAL RANGE OR GREATER THAN THE MINIMUM DIMENSIONAL RANGE. IN OTHER WORDS, NEW CONSTRUCTION SHALL NOT BE EQUAL TO EITHER THE MAXIMUM OR MINIMUM DIMENSIONS, BUT SHALL BE LESS THAN THE MAXIMUM AND GREATER THAN THE MINIMUM. MAXIMUM SLOPES FOR NEW RAMPS SHALL BE 1 VERTICAL TO 13 HORIZONTAL MAXIMUM. DESIGN INTENT OF THE ARCHITECT IS TO PROVIDE REASONABLE DIMENSIONAL TOLERANCES, ENSURE COMPLIANCE WITH THE ADA, AND TO SIMPLIFY AND EXPEDITE THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE FOR NON-COMPLIANCE WITH THIS NOTICE. CONTRACTOR TO NOTIFY THE ARCHITECT PRIOR TO BIDDING OF ANY QUESTIONS OR CONCERNS RELATING TO THIS MATTER.

60" MIN

THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32" MINIMUM FOR A LENGTH OF 24" MAXIMUM PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48" LONG MINIMUM AND 36" WIDE MINIMUM.

(b) Push Side

SHEET TITLE

MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS

MIN

WHEN GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

12"' MIN

CYCLEBAR

(b) Side Approach

SCALE

24" MIN

FIGURE 404.2.3.3

18"

GRATINGS LOCATED IN WALKING SURFACES HAVE GRID OPENINGS A MAXIMUM OF 1/2" WIDE IN ONE DIRECTIONS.

1/2" MAX.

1/4" MAX.

42" MIN (a) Front Approach

TYPE OF USE

DOT HEIGHT

(b) 180 degree turn (Exception) FIGURE 403.5.1 CLEAR WIDTH AT TURN

MANEUVERING CLEARANCE AT RECESSED DOORS

DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS 1

CHANGES IN LEVEL BETWEEN 1/4" HIGH AND 1/2" HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2.

NOTES:

TABLE 703.4.3 BRAILLE DIMENSIONS

DISTANCE BETWEEN TWO DOTS IN THE SAME CELL

FLOOR/GROUND SURFACE

MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS

FIGURE 404.2.3.4

DOT BASE DIAMETER

32" MIN

(g) Latch Approach, Push Side * 48" min if closer is provided

CHANGES IN LEVEL OF 1/4" HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL.

36" MIN 36" MIN CLEAR CLEAR X < 48"

(a) 180 degree turn

FIGURE 404.2.3.1

RAISED CHARACTERS SHALL BE DUPLICATED IN BRAILLE. RAISED CHARACTERS SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND. CHARACTERS SHALL BE UPPERCASE CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH (16 MM) MINIMUM, AND 2 INCH MAXIMUM. THE STROKE WIDTH SHALL BE 15 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT THE TOP SURFACE OF THE CHARACTER, AND 30 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" MEASURED AT THE BASE OF THE CHARACTER. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM MEASURED AT THE TOP SURFACE OF THE CHARACTERS, 1/16 INCH MINIMUM MEASURED AT THE BASE OF THE CHARACTERS AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH (9.5 MM) MINIMUM. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT.

42" MIN 42" MIN CLEAR CLEAR X < 48"

X>15"

WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED AT SIGNS, EITHER ONE SIGN WITH BOTH VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED.

CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2" MAXIMUM IN HEIGHT. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND SHALL HAVE TRIM ON THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH 303, CHANGES IN LEVEL.

X>24"

(f) Latch Approach, Pull Side * 54" min if closer is provided

SIGNS

42" MIN*

48" MIN *

MIN

48" MIN

N.T.S.

MIN

60" MIN

ACCESSIBLE DOORS IN A SERIES

MEASUREMENT RANGE

36" MIN CLEAR

24"'

GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS ARE STABLE, FIRM AND SLIP RESISTANT.

FIGURE 303.2 VERTICAL CHANGE IN LEVEL

22" MIN

(e) Hinge Approach, Push Side * If both closer and latch are provided ** 48" min if both closer and latch provided

24"

FIGURE 303.3 BEVELED CHANGE IN LEVEL

BURGERIM 2017.11.03

FIGURE 302.2 CARPET PILE HEIGHT

(d) Hinge Approach, Pull Side

SCALE

24" MAX

36" MIN

12" MIN *

48" MIN.

DOOR WIDTH

42" MIN

48" MIN CLEAR

FIGURE 403.5 CLEAR WIDTH AT ACCESSIBLE ROUTE

42" MIN **

54" MIN

(b)

FIGURE 404.2.5 NOTE: THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48" MINIMUM U.N.O. PLUS WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE

60" MIN

(c)

24" MAX

(b) Front Approach, Push Side * If both closer and latch are provided

60" MIN.

48" MIN.

48" MIN

60" MIN

DOOR WIDTH 48" MIN.

(a)

MIN

36" MIN

(a) Front Approach, Pull Side * 24" At Exterior Door

DOOR WIDTH

60" MIN.

12" MIN*

18" *

ACCESSIBILITY NOTES

2 1

LEGEND #

NUMBER OF PEOPLE EXITING

PER CBC 2016, SECTION AND TABLE 1006.2.1 MAXIMUM COMMON PATH OF EGRESS TRAVEL DISTANCE WITH SPRINKLER SYSTEM IS 100 FEET. SEE PLAN FOR TRAVEL DISTANCE ON EACH AREA

F.E.

CLASS C FIRE EXTINGUISHER REQUIRED; CLASS A FIRE EXTINGUISHERS FOR FIRE HAZARDS - ORDINARY HAZARD OCCUPANCY. 2-A RATED SINGLE EXTINGUISHER - THE MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER IS 75 FEET PER CALIFORNIA FIRE CODE TABLE 906.3 (1).

EXIT #2 EGRESS SIZING CALCULATION (CBC 1005.3.2) 24 OCCUPANTS X 0.2" = 4.8 LINEAR INCHES REQUIRED EXISTING = 36 LINEAR INCHES PROVIDED

(E) ACCESSIBLE CORRIDOR LEADING TO PUBLIC-RIGHT-OF WAY

(E) SHOWER ROOM 3 114

(E) ACCESSIBLE SHOWER ROOM 4 115

ROOM NO.

(E) SHOWER ROOM 2 112

(E) CYCLE THEATRE 103

W/H

(E) ALL GENDER RESTROOM 3 109

ROOM NAME

P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT

AREA (SF)

FACTOR

OCCUPANT

101

(E) SALES AREA / CHECK-IN AREA

392 S.F.

100

102

(E) COMMUNITY AREA

563 S.F.

100

103

(E) CYCLE THEATRE

1041 S.F.

ACTUAL NUMBER OF OCCUPANTS (# OF BIKES)

TRAVEL DISTANCE = 89'-8"

TRAVEL DISTANCE = 65'-11"

TRAVEL DISTANCE = 73'-7"

(E) SHOWER ROOM 1 111

RANCHO CUCAMONGA, CA 91730

OCCUPANT LOAD CALCULATION

(E) STORAGE 116 TRAVEL DISTANCE = 19'-6"

(E) HALLWAY 113

9483 HAVEN AVENUE, SUITE 100

- TO BE MOUNTED AT 4'-0" HIGH FROM FINISH FLOOR TO HANDLE OF FIRE EXTINGUISHER

(E) F.E.

ANSUL FIRE EXTINGUISHER WILL BE SERVICED EVERY SIX (6) MONTHS.

(E) UTILITY 110

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com CONSULTANT

104

(E) MANAGER OFFICE 1

76 S.F.

100

105

(E) MANAGER OFFICE 2

57 S.F.

100

106

(E) ALL GENDER RESTROOM 1

47 S.F.

107

(E) ALL GENDER RESTROOM 2

54 S.F.

108

(E) HALLWAY

96 S.F.

109

(E) ALL GENDER RESTROOM 3

55 S.F.

110

(E) UTILITY

46 S.F.

300

111

(E) SHOWER ROOM 1

48 S.F.

112

(E) SHOWER ROOM 2

89 S.F.

113

(E) HALLWAY

86 S.F.

114

(E) SHOWER ROOM 3

49 S.F.

115

(E) ACCESSIBLE SHOWER ROOM 4

48 S.F.

116

(E) STORAGE

108 S.F.

300

NET AREA TOTAL:

310 W. WASHINGTON AVE SUNNYVALE, CA 94086

2,581 S.F.

30x48

(E) MANAGER OFFICE 2 105

STAMP

(E) F.E. 30

(E) MANAGER OFFICE 1 104

30x48

(E) SALES AREA / CHECK IN 101

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

30x48

REVISIONS

ENTRY

DATE 2019.09.03 PROJECT NUMBER A2214

LIFE SAFETY PLAN C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

SHEET NUMBER

T2.1

30% SET : 2019_09_03

Plotted: 9/9/2019 10:23 AM (jlavenant) File: 04_a2214_t2.1_life safety plan.dwg

TRAVEL DISTANCE = 32'-6"

30x48

EXIT #1 EGRESS SIZING CALCULATION (CBC 1005.3.2) 30 OCCUPANTS X 0.2" = 6.0 LINEAR INCHES REQUIRED EXISTING = 72 LINEAR INCHES PROVIDED

PROJECT LOCATION

(E) ALL GENDER RESTROOM 1 106

TRAVEL DISTANCE = 92'-7"

(E) ALL GENDER RESTROOM 2 107

LIFE SAFETY PLAN

(E) COMMUNITY AREA 102

SHEET TITLE

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

CYCLEBAR

TOTAL OCCUPANTS

TRAVEL DISTANCE = 32'-11"

(E) HALLWAY 108

TRAVEL DISTANCE = 37'-3"

GROSS LEASEABLE AREA TOTAL (INCLUDING WALLS): 2,964 S.F.

GENERAL NOTES 1.

SEE REFLECTED CEILING PLAN FOR SOFFIT AND LIGHTING INFORMATION.

NOTIFY ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR DISCREPANCIES WITH PLANS IN RELATION TO EXISTING FIELD CONDITIONS.

ALL OUTSIDE CORNERS AT DRYWALL PARTITION AND FURRING TO HAVE METAL CORNER BEADS SPACKLE AND SMOOTH.

PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL NEW DOORS, GLAZING HEADS AND JAMBS AS REQUIRED TO MAKE ASSEMBLY RIGID.

3. 4. 5. ±52'-5" ±9'-7"

±9'-6"

±5'-8"

±10'-5 1/4"

±17'-3"

(E) ACCESSIBLE CORRIDOR LEADING TO PUBLIC-RIGHT-OF WAY

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO NOT EVER SCALE DRAWINGS.

10. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE FINAL CLEAN UP OF THE AREA OF WORK AND AREA AFFECTED BY CONSTRUCTION; TO INCLUDE BUT NOT LIMITED TO DIMENSIONS ARE FROM THE FACE OF FINISHED WALL (GWB) TO FACE OF FINISHED WALL FLOORS, MILLWORK, FIXTURES, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK. (GWB), UNLESS OTHERWISE NOTED ON PLANS. 11. THE GENERAL CONTRACTOR SHALL COORDINATE THE LOCATIONS FOR THE WALL ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, MOUNTED TELEVISIONS AND GRAPHIC SIGNAGE TO PROVIDE BLOCKING FOR MOUNTING. INSTALLED, CONNECTED, ERECTED, CLEANED AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS AND/OR INSTRUCTIONS. 12. ALL WET/PLUMBING WALLS ARE TO BE PROVIDED WITH MOISTURE & MOLD RESISTANT GYPSUM BOARD. UNLESS TILE IS TO BE USED, THEN PROVIDE CEMENT BACKER BOARD. ALL WORK SHALL BE EXECUTED IN A MANNER ACCEPTABLE TO THE ARCHITECT, OWNER, AND LANDLORD UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL 13. ALL PLUMBING WALLS ARE TO BE 6" METAL STUD FRAMING. PROVIDE REQUIRED PROVIDE AND PAY ALL LABOR, MATERIALS EQUIPMENTS, TOOLS, CONSTRUCTION BLOCKING FOR WALL MOUNTED FIXTURES, GRAB BARS, SHELVING, CABINETRY, ETC. EQUIPMENT, MACHINERY, TRANSPORTATION AND OTHER SERVICES AND FACILITIES 14. THERE SHALL BE NO PENETRATIONS TO A DEMISING WALL. UNLESS OTHERWISE NOTED. NECESSARY FOR PROPER AND TIMELY EXECUTION OF WORK. IF PENETRATIONS ARE TO BE NOTED, THEN ALL PENETRATIONS INCLUDING CONDUITS, THE CONTRACTOR WARRANT TO THE OWNER AND TO THE ARCHITECT THAT ALL PIPES, DUCTWORK, ETC. SHALL BE UL RATED PER CURRENT CODE REQUIREMENTS. MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT ARE NEW UNLESS 15. NO PLUMBING IS ALLOWED IN DEMISING WALLS. FURR OUT AS REQUIRED. OTHERWISE SPECIFIED, AND THAT ALL WORKS SHALL BE AS SPECIFIED AND FREE OF 16. ALL (E) DEMISING WALLS FOR TENANT SEPARATION ARE NOT TO BE DISTURBED OR DEFECTS. MODIFIED IN ANY WAY.

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

CLIENT W-2

W-0

(E) STORAGE 116

W-0

15 TYP.

W-0 1 W-0

W-0

(E) HALLWAY 113

20 1

±5'-0 1/4"

±5'-5 1/2"

(E) SHOWER ROOM 2 112

W-0

1 FE-6

W-0

PL-3 PL-4 ±6'-4 3/4"

(E) ALL GENDER RESTROOM 3 109

13 TYP.

W-4

W/H

7 TYP.

5'0

A D

1/2 "

8 A6.2

W-0

5'7

6 A6.2

(E) CYCLE THEATRE 103

(E) UTILITY 8 110

W-0

1/4 "

40 EXERCISE BIKES

±48'-1 1/2"

(E) SHOWER ROOM 1 111

W-0

±11'-4 1/4"

±6'-5 1/2"

W-0

AV-1

W-0

(E) HALLWAY 108

W-2 4

W-0

(E) COMMUNITY AREA 102

±53'-10 1/4"

5 ±5'-0 1/4"

±5'-5 1/2"

±56'-8 3/4"

BE-1

W-2

AF-1

SUBWOOFER

TBD

AV-1

AV EQUIPMENT

TBD

(E) FIXED STOREFRONT WINDOW TO REMAIN

BE-1

SEATING BENCH

60" L x 20" W x 17" H

MOVABLE

(N) TRANSITION STRIP. SEE FINISH SCHEDULE

BE-2

ADA SEATING BENCH

60" L x 20" W x 17" H

FLOOR MOUNTED

(E) TRAINER'S PLATFORM TO REMAIN

EQ-1

EXERCISE BIKE

EQ-2

(E)

INSTRUCTION STATION ACCESSORY

(E) WALL-MOUNTED FIRE EXTINGUISHER UNIT TO REMAIN

FE-1

FRONT DESK

SEE SHEET A8.4

(E) THERMOSTAT TO REMAIN

FE-2

CABINET

SEE SHEET A8.4

(E) MOP SINK TO REMAIN

FE-3

SHOE CUBBY

SEE SHEET A8.4

(E) FLOOR DRAIN

FE-4

REFRIGERATION STATION

SEE SHEET A8.4

FE-5

TOWEL BOX

SEE SHEET A8.4

(E) STRUCTURAL COLUMN TO REMAIN

FE-6

LOCKER CABINET

SEE SHEET A8.4

(E) WATER HEATER TO REMAIN

FE-7

CUSTOM CABINET A

TBD

PROVIDE NEW OCCUPANCY SIGNAGE PER

FE-8

SLAT WALL

96" L x 96" H

(E) TEMPERED GLASS MIRROR TO REMAIN

FE-9

(E)

MIRROR

48" x 72" H PER PIECE

PL-1

(E)

MOP BASIN w/ BACKFLOW PREVENTER

(E) TOWEL BOX TO REMAIN

PL-2

(E)

ELEC. HOT WATER HEATER

(E) CYCLE PLATFORM TO REMAIN

PL-3

WASHER VENTLESS

4.5 CU. FT. CAPACITY STACKED

(E) TELEVISION TO REMAIN

PL-4

DRYER

7.3 CU. FT.

(E) MERCHANDISE RACK TO REMAIN

TV-1

48" TV

TBD

TV-2

65" TV

TBD

(E) HIGH/LOW DRINKING FOUNTAIN TO REMAIN

FM-1

FLOWATER MACHINE

16" W x 16" D x 68" H

(E) ELECTRICAL PANEL. SEE ELECTRICAL DRAWINGS

(E) BASE CABINET TO REMAIN

(E) STOREFRONT DOORS TO REMAIN

4 T1.3

(E) ALL GENDER RESTROOM 1 106

W-0

±6'-10" TV-1

±8'-11 1/4"

(E) MANAGER OFFICE 2 105

FE-2 ±3'-2"

(E) DEMISING WALL TO REMAIN

W-3

(N) 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYPSUM BD. ON EACH SIDE ADD ADDITIONAL 5/8" GYPSUM BD. ON THEATRE SIDE WHERE OCCURS

12 A7.1

(E) ADJACENT TENANT (N.I.C.)

W-4

(N) 3 5/8" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYPSUM BD. ON EACH SIDE

8 A7.1

W-4A

(N) 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYPSUM BD. ON EACH SIDE

8 A7.1

W-5

(N) FURRED WALL, 6" x 20GA. METAL STUDS @ 16" O.C. w/ 5/8" GYPSUM BD.

4 A7.1

W-6

(N) SOUND WALL, 3 5/8" x 20GA. METAL STUDS @ 16" O.C. w/ (2) 5/8" GYP. BD. ON ONE SIDE, 2 1/2" AIR GAP, AND (1) 5/8" GYPSUM BD. ON DEMISING WALL

20 A7.1

W-0

NOTE: · PROVIDE 5/8" WATER AND MOLD RESISTANT GYPSUM BOARD WHERE PLUMBING WALLS OCCUR, TYP. · PROVIDE 5/8" TYPE "X" GYP. BOARD WHERE DEMISING WALLS OCCUR, TYP. · ALL WALLS TO RECEIVE 5/8" GYP. BOARD, (U.N.O.).

30x48

W-0 E

FE-1

W-0 ±10'-11 1/2"

(E) MANAGER OFFICE 1 104

30x48

4'-10 1/4"

9'-10 1/4"

FE-3

6 A6.2

STAMP

17 TYP.

(E) SALES AREA / CHECK IN 101

BE-2 6

10 1/2"

W-0

STACKED

W-2

±2'-7 1/2"

W-4

119 30 GALLON

(E) EXTERIOR WALL TO REMAIN

W-0

CONSULTANT

TBD

W-1

1'-4"

"M AX

W-0

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com

(E) INTERIOR WALL TO REMAIN

W-0

D FE-4

(E) ALL GENDER RESTROOM 2 107

TV-1

±6'-8 3/4"

30x48

(E) ADJACENT TENANT (N.I.C.)

DESCRIPTION

WALL TYPES

A BE-1

310 W. WASHINGTON AVE SUNNYVALE, CA 94086

(E) DOOR TO REMAIN

W-0

EQ-1 TYP. AF-1

6 A6.2

FIX #

REF

W-0

EQUIPMENT LIST

(N) FLOOR PLAN AND EQUIPMENT PLAN

SHEET TITLE

±5'-11 1/4"

(E) ACCESSIBLE SHOWER ROOM 4 115

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

(E) SHOWER ROOM 3 114

KEYNOTES

W-0

CYCLEBAR

W-0

PROJECT LOCATION

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

30x48

3 2

W-1

W-1 ENTRY

DATE 2019.09.03 PROJECT NUMBER A2214

(E) FLOOR PLAN AND (N) EQUIPMENT PLAN

SCALE 1/4" = 1'-0"

SHEET NUMBER

A1.1

30% SET : 2019_09_03

Plotted: 9/9/2019 10:23 AM (jlavenant) File: 07_a2214_a1.1_floor plan.dwg

REVISIONS

KEYNOTES ±18'- 0" B.O. (E) STRUCTURE

(E) STOREFRONT SYSTEM TO REMAIN

(N) EQUIPMENT AND MILLWORK REFER TO EQUIPMENT LIST ON SHEET A1.1

(E) HVAC VENT TO REMAIN

(E) "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" - ADD DECAL

18'-6" P-1

G-4A

P-1

G-3

P-3

±14'- 0" B.O. (E) SOFFIT

SIGNAGE / GRAPHICS LEGEND REFER TO WALL SIGNAGE AND GRAPHICS ON SHEET A8.3 CL

9'-6" B.O. (E) SOFFIT

3'-6"

G-1

GLAZING GRAPHICS - STOREFRONT LOGO, VINYL

9483 HAVEN AVENUE, SUITE 100

G-1A

GLAZING GRAPHICS - STOREFRONT - HOURS, VINYL

RANCHO CUCAMONGA, CA 91730

G-2

MILLWORK GRAPHICS - ON RECEPTION DESK, VINYL

P. 909.259.9971 | F. 909.944.8409

G-3

WALL GRAPHICS - LOGO OVER CYCLE THEATER DOOR, VINYL

G-4

WALL GRAPHICS - STACKED GRAPHICS "ROCK YOUR RIDE", VINYL

www.AmorArch.com WEST COAST | CENTRAL | EAST COAST

P-1

CLIENT

WALL GRAPHICS - IN-LINE "ROCK YOUR RIDE", VINYL

3'-8"

7'-0"

G-4A

0'-0" FINISH FLOOR

(E) DOOR

(E) TOWEL BOX

B-4

2 TYP.

(E) MERCHANDISE RACK, TYP.

B-4

(E) TRUE ELEVATION

310 W. WASHINGTON AVE SUNNYVALE, CA 94086

0'-0" FINISH FLOOR

(E) TRUE ELEVATION

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com

ALL FINAL LOCATION TO BE VERIFIED WITH SIGNAGE VENDOR

CONSULTANT

ALL GRAPHIC SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT

NOTE: CONTRACTOR TO PROVIDE AND INSTALL SOLID WOOD BLOCKING OR PLYWOOD FOR ALL WALL MOUNTED ITEMS: SIGNAGE, EQUIPMENT, MILLWORK, ETC. COORDINATE EXACT LOCATIONS w/ CYCLEBAR CONSTRUCTION REPRESENTATIVE AS REQUIRED.

P-1

G-6

P-5

P-1 18'-0" B.O. (E) STRUCTURE

±18'- 0" B.O. (E) STRUCTURE

TYP. 3

G-7

P-1

P-1 14'-0" B.O. (E) SOFFIT

CYCLEBAR

P-1 9'-6" B.O. (E) SOFFIT

THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED

10'-0" V.I.F.

CL CL

(E) ENTRY DOORS

B-4

B-4 BEYOND

B-4

(E) HALLWAY BEYOND

B-4 BEYOND

(E) HALLWAY BEYOND

0'-0" FINISH FLOOR B-4

PROJECT LOCATION

(E) ENTRY DOORS

(E) 2'-10" MAX.

0'-0" FINISH FLOOR

5'-0"

2'-10" MAX.

7'-3"

LED TV

SHEET TITLE

THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

INTERIOR ELEVATIONS

6'-8"

STAMP

G-10

P-1

G-5

P-1

18'-0" B.O. (E) STRUCTURE

±8'- 4" B.O. (E) CEILING

P-1 10'-0" (E) SOFFIT

CL LED TV CL

REVISIONS

(E) WATER HEATER

3'-0"

2'-10" MAX.

3'-0" 4'-0"

6'-0"

CL 3'-6"

Plotted: 9/9/2019 10:23 AM (jlavenant) File: 12_a2214_a6.2_int elevation.dwg

P-4

EQ.

5'-7"

0'-0" FINISH FLOOR

0'-0" FINISH FLOOR B-4

G-2

BEYOND

(E) MOP SINK

DATE 2019.09.03

(E) COVE BASE

PROJECT NUMBER A2214

INTERIOR ELEVATIONS @ COMMUNITY AREA / SALES AREA / CHECK IN / UTILITY C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SHEET NUMBER

SCALE 1/4" = 1'-0"

A6.2

30% SET : 2019_09_03

FRP EQ.

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

KEYNOTES 1

(N) EQUIPMENT AND MILLWORK REFER TO EQUIPMENT LIST ON SHEET A1.1

(E) TELEVISION TO REMAIN

SIGNAGE / GRAPHICS LEGEND

9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730

REFER TO WALL SIGNAGE AND GRAPHICS ON SHEET A8.3 25'-9" WC-1

P-2

20'-8" 2

G-8

G-1

P-2 +11'-0" (E) CEILING HGT.

EQ. EQ.

+11'-0" (E) CEILING HGT.

10'-0" TO C.O. GRAPHIC (V.I.F.)

9'-0" TO T.O. MIRROR (V.I.F.)

LED TV

0'-0" FINISH FLOOR (E) GLASS MIRROR,TYP.

(E) TRUE ELEVATION

MILLWORK GRAPHICS - ON RECEPTION DESK, VINYL

G-3

WALL GRAPHICS - LOGO OVER CYCLE THEATER DOOR, VINYL

G-4

WALL GRAPHICS - STACKED GRAPHICS "ROCK YOUR RIDE", VINYL

CLIENT

WALL GRAPHICS - IN-LINE "ROCK YOUR RIDE", VINYL

310 W. WASHINGTON AVE SUNNYVALE, CA 94086 PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com

WC-1

B-3

(E) TRAINER'S PLATFORM

B-3

ALL FINAL LOCATION TO BE VERIFIED WITH SIGNAGE VENDOR ALL GRAPHIC SIGNAGE TO BE SUBMITTED UNDER SEPARATE PERMIT

WC-1

PROJECT LOCATION

WC-1

+11'-0" (E) CEILING HGT.

SHEET TITLE

CYCLEBAR

+11'-0" (E) CEILING HGT.

INTERIOR ELEVATIONS

1 TYP.

G-2

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

WC-1

WEST COAST | CENTRAL | EAST COAST

GLAZING GRAPHICS - STOREFRONT - HOURS, VINYL

CONSULTANT

0'-0" FINISH FLOOR B-3

www.AmorArch.com

GLAZING GRAPHICS - STOREFRONT LOGO, VINYL

G-1A

G-4A

P. 909.259.9971 | F. 909.944.8409

STAMP

B-3

WC-1

1 TYP.

Plotted: 9/9/2019 10:24 AM (jlavenant) File: 12_a2214_a6.3_int elevation.dwg

(E) TRUE ELEVATION

B-3

WC-1

B-3

(E) TRUE ELEVATION

(E) DOOR

0'-0" FINISH FLOOR WC-1

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

B-3

(E) TRUE ELEVATION

REVISIONS

DATE 2019.09.03 PROJECT NUMBER A2214

SHEET NUMBER

INTERIOR ELEVATIONS @ CYCLE THEATER C COPYRIGHT 2019 - DESIGNS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL. REPRODUCTION PROHIBITED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE DESIGN PROFESSIONAL.

SCALE 1/4" = 1'-0"

A6.3

30% SET : 2019_09_03

0'-0" FINISH FLOOR

FINISH SCHEDULE WALLS ROOM NO.

ROOM NAME

(NUMBERS REFER TO NOTES BELOW)

PAINT

MATERIAL

PAINT

MATERIAL

PAINT

MATERIAL

PAINT

MATERIAL

PAINT

MATERIAL

BASE

REMARKS

FLOOR

CEILING

101

SALES AREA / CHECK IN

T-1

B-4

(E)

P-1

(E)

P-1

(E)

P-1

(E)

P-1/P-5

(E)

GYP-2

102

COMMUNITY AREA

T-1

B-4

(E)

P-1/P3

(E)

P-1

(E)

P-1

(E)/GWB

P-1

(E)

GYP-2

103

CYCLE THEATER

SF-1

B-3

(E)

WC-1

(E)

P-2/WC-1

(E)

WC-1

(E)

WC-1

(E)

GYP-2

104

MANAGER OFFICE 1

T-1

B-4

(E)

P-1

(E)

P-1

(E)

P-1

(E)

P-1

(E)

P. 909.259.9971 | F. 909.944.8409

105

MANAGER OFFICE 2

T-1

B-4

(E)

P-1

(E)

P-1

(E)

P-1

(E)

P-1

(E)

www.AmorArch.com

106

ALL GENDER RESTROOM 1

(E)

P-4

(E)

P-4

(E)

GYP-1

107

ALL GENDER RESTROOM 2

(E)

P-4

(E)

P-4

(E)

GYP-1

108

HALLWAY

T-1

B-4

(E)

P-1

(E)

P-1

(E)

P-1

(E)

GYP-2

109

ALL GENDER RESTROOM 3

(E)

P-4

(E)

P-4

(E)

GYP-1

110

UTILITY

(E)

B-4

(E)

P-4

(E)

P-4

(E)

P-4

(E)

P-4

(E)

111

SHOWER ROOM

(E)

P-4

(E)

P-4

(E)

GYP-1

112

SHOWER ROOM

(E)

P-4

(E)

P-4

(E)

GYP-1

113

HALLWAY

T-1

B-4

(E)

P-1

(E)

P-1

(E)

P-1

(E)

GYP-2

114

SHOWER ROOM

(E)

P-4

(E)

P-4

(E)

GYP-1

115

ACCESIBLE SHOWER ROOM

(E)

P-4

(E)

P-4

(E)

GYP-1

116

STORAGE

T-1

B-4

(E)

P-1

(E)

P-1

(E)

P-1

(E)

P-1

(E)

HEIGHT

A D

B C

9483 HAVEN AVENUE, SUITE 100

1 1

(E) ACCESSIBLE CORRIDOR

(E) THRESHOLD PER CODE

P-1

(E) SHOWER ROOM P-4 114

P-4

(E) ACCESSIBLE SHOWER ROOM 115

P-4

P-1

(E) STORAGE 116

P-1

T-1

WC-1

HALLWAY 113

P-1

T-1 B-4

P-4

P-1

WC-1

P-4

(E) SHOWER ROOM 111

P-4

CLIENT

1 1 1 1 1

310 W. WASHINGTON AVE SUNNYVALE, CA 94086

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com CONSULTANT

FINISH SCHEDULE REMARKS

P-3 P-4

WEST COAST | CENTRAL | EAST COAST

B-4 P-1

P-4

SEE REFLECTED CEILING PLAN 8/ A2.1

RANCHO CUCAMONGA, CA 91730

REFERENCE INTERIOR ELEVATIONS AND ROOM FINISH PLAN FOR EXTENT OF FINISHES

(E) SHOWER ROOM 112

P-4

(E) UTILITY 110

KEYNOTES

P-4 1

(E) CONCRETE STRUCTURAL COLUMN TO REMAIN

(E) HALLWAY 108

P-1

T-1

(E) COMMUNITY AREA 102

B-4 P-1

(E) ADJACENT TENANT (N.I.C.)

P-2

(E) ADJACENT TENANT (N.I.C.)

SF-1 B-3

T-1 B-4 P-4

P-4

(E) ALL GENDER RESTROOM 2 107

P-1

(E) ALL GENDER RESTROOM 1 P-4 106

P-4

FINISH LEGEND TYPE

MANUFACTURER

COLOR

REMARKS

T-1

SPORT PRO SURFACING

GRAY

INSTALLATION: 1/2 OFFSET PATTERN LAY TILE PERPENDICULAR TO ENTRY. LATICRETE, PERMACOLOR, COLOR 60 "DUSTY GRAY" - FLOOR TILE 1/8"

T-2

SPORT PRO SURFACING

12" x 12" FLOOR TILE

GRAY

INSTALLATION: STACKED PATTERN. LATICRETE, PERMACOLOR, COLOR 60 "DUSTY GRAY" - FLOOR TILE 1/8"

SF-1

RUBBER FLOORING ADHESIVE

4' - 0" ROLL BLACK

BLACK

RUBBER FLOOR CYCLE THEATER

SC-1

APPROVED VENDER

SEALED CONCRETE

B-3

SPS

ROPPE 700 SERIES

BLACK

4" COVE BASE AT CYCLE THEATER

B-4

SPS

ROPPE 700 SERIES

150 DARK GRAY

4" COVE BASE AT LOBBY & RESTROOM

FLOORING

P-1

MATERIAL NAME 12" x 24" FLOOR TILE

WC-1 P-1 1

P-1

MARK

P-1 P-1

(E) MANAGER OFFICE 2 105 T-1 B-4

BASE

B-5

P-1 P-5

P-1

COVE-SHAPED PROFILE PURE WHITE FINISH: EGGSHELL PEPPERCORN (GRAY) FINISH: EGGSHELL

SALES AREA/ CHECK IN, COMMUNITY AREA & HALLWAY OPTIONAL ACCENT WALL COLOR IN THE SALES AREA/ CHECK IN PAINT ABOVE MIRROR

PAINT

REAL RED FINISH: EGGSHELL

PAINT AT MARKER BOARD. BASE COAT (2) COATS SW6868. TOP COAT CLEAR PAINT PER MANUFACTURER'S RECOMMENDATIONS

SHERWIN-WILLIAMS SW 7646

PAINT

FIRST STAR FINISH: SEMI GLOSS

RESTROOMS, & UTILITY ROOM

P-5

SHERWIN-WILLIAMS SW 6868

PAINT

REAL RED FINISH: EGGSHELL

ACCENT WALL BEHIND LOCATION STAMP GRAPHIC

WT-1

SPORT PRO SURFACING

12" x 24" WALL TILE

COLOR 60 "DUSTY GRAY"

INSTALLATION: 1/2 OFFSET PATTERN 48" AFF. GROUT" LATICRETE, SPECTRALOCK EPOXY GROUT, WALL TILE 1/8"

P-1

PAINT

(E) SALES AREA / CHECK IN 101

SHERWIN-WILLIAMS SW 7005

P-2

SHERWIN-WILLIAMS SW 7674

PAINT

T-1 B-4

P-3

SHERWIN-WILLIAMS SW 6868

P-4

WALLS

P-1

SCHLUTER

P-1

(E) MANAGER OFFICE 1 104

Plotted: 9/9/2019 10:24 AM (jlavenant) File: 16_a2214_a8.2_room fin sched.dwg

T-1 B-4

P-1

(E) THRESHOLD PER CODE

CEILING

WC-1

SPORT PRO SURFACING

WALL CARPET

FRP

MARLITE OR EQUAL

FIBERREINFORCEDPLASTIC

GYP-1

SHERWIN-WILLIAMS SW 7646

PAINT

GYP-2

SHERWIN-WILLIAMS SW 7005

PAINT

EXP-1

SHERWIN-WILLIAMS 6991

PAINT

BLACKMAGIC

SEMI GLOSS - OPEN CEILING AT SALES AREA/ CHECK IN

ACT-1

ARMSTRONG

FINEFISSUREDTEGULAR TILESORAPPROVEDEQUAL

WHITE

2' x 2' ACOUSTIC SUSPENDED CEILING GRID:STANDARD 15/16" STEEL (WHITE FINISH)

ARMSTRONG

FINEFISSUREDTILES ORAPPROVEDEQUAL

BLACKFINISH

2' x 2' ACOUSTIC SUSPENDED CEILING GRID: STANDARD 15/16" STEEL (BLACK FINISH)

SCHLUTER SCHIENE AE 125

ACT-2

NOTE: G.C. IS RESPONSIBLE FOR REMOVING (E) FRP IN UTILITY ROOM, (E) GYP. BOARD TO BE REPAIRED TO LIKE NEW CONDITION WHERE NECESSARY. IF (E) GYP. BOARD IS IN NO CONDITION TO BE REPAIRED, REPLACE ALL GYP. BOARD AND PROVIDE NEW PAINT FINISH. SEE FINISH SCHEDULE.

TRANSITIONS TR-1

ROOM FINISH PLAN

SCALE 1/4" = 1'-0"

DOORS

CYCLE THEATER AT TOP OF BASE TO 12" A.F.F. - ENTIRE WALL AT MIRROR/ INSTRUCTOR SIDE; FULL HEIGHT TO CEILING ON THE REST OF THE WALLS STANDARDFRP,SMOOTH SURFACE FIRST STAR FINISH: SEMI GLOSS PURE WHITE FINISH: EGGSHELL

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

REVISIONS

RESTROOMS, & UTILITY ROOM HALLWAY

TILE TO RUBBER

DATE 2019.09.03 PROJECT NUMBER A2214

T-1 TO SC-1 (SEALED CONCRETE)

SCHLUTER

TR-3

ROPPE 196

TR-4

SCHLUTER SCHIENE AE 125

TR-5

ROPPE 158

BLACK

TERMINATION OF WC-1

TR-6

ROPPE 1

BLACK

PLATFORMNOSING

PAINT

CITY SCAPE FINISH: EGGSHELL

ALL DOORS

SHERWIN-WILLIAMS SW 7067

STAMP

S100G-WHITE.INSTALLw/PVCTRIM

TR-2

P-6

PROJECT LOCATION

P-1

(E) CYCLE THEATRE 103

SHEET TITLE

WC-1

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

CYCLEBAR

P-4

BLACK

TILE TO CONCRETE TERMINATION OF WT-1, BASE

SHEET NUMBER

A8.2

30% SET : 2019_09_03

(E) ALL GENDER RESTROOM 3 109

ROOM FINISH PLAN, SCHEDULE & LEGEND

P-1

NOTE: GENERAL CONTRACTOR TO COORDINATE WITH OWNER'S SIGNAGE VENDOR

VARIES

VARIES SEE ELEVATION

SEE ELEVATION

G-1

EQ.

VARIES

GLAZING GRAPHICS STOREFRONT - LOGO, VINYL (DEFERRED SUBMITTAL) G-1A

SEE ELEVATION

VARIES

BLACK RED BLACK ABOVE OR ADJACENT TO LOCKERS VARIES SEE ELEVATION

GLAZING GRAPHICS STOREFRONT - HOURS, VINYL (DEFERRED SUBMITTAL) 9483 HAVEN AVENUE, SUITE 100

RANCHO CUCAMONGA, CA 91730 P. 909.259.9971 | F. 909.944.8409 www.AmorArch.com

CLIENT

EQ.

VARIES

WEST COAST | CENTRAL | EAST COAST

WHITE RED WHITE ABOVE OR ADJACENT TO LOCKERS

BLACK RED BLACK ABOVE OR ADJACENT TO LOCKERS

VARIES SEE ELEVATION

VARIES 1'

SCALE

GLAZING GRAPHICS - STOREFRONT LOGO, VINYL

N.T.S

1 310 W. WASHINGTON AVE SUNNYVALE, CA 94086

SEE ELEVATION

VARIES

EQ.

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com 7'-6"

CONSULTANT EQ.

EQ.

6'-4 1/2"

EQ.

VARIES

VARIES SEE ELEVATION

BASED ON 36" COUNTER

VARIES

BLACK RED ABOVE OR ADJACENT TO LOCKERS (OPTIONAL GRAPHIC FOR LARGER SPACES)

SEE ELEVATION

EQ.

WHITE RED ABOVE OR ADJACENT TO LOCKERS (OPTIONAL GRAPHIC FOR LARGER SPACES)

WHITE RED WHITE ABOVE OR ADJACENT TO LOCKERS

G-4A

G-4

N.T.S

MILLWORK GRAPHICS - ON RECEPTION DESK, VINYL

SCALE N.T.S

VARIES SEE ELEVATION

3'-11"

1'-0"

4'-6"

3'-10"

PROJECT LOCATION

2'-8"

HALO ILLUMINATED LOGO · NOT TO COVER TEXT OF RECEPTION IMAGE · LOGO INSTALLED 24" ABOVE FINISHED COUNTER 1/2" EMT BY GC FOR ELECTRICAL SECONDARY WIRE, LOW VOLTAGE WIRE

3'-0"

7'-5"

2'-0"

2'-8"

VARIES SEE ELEVATION

3'-0"

1'-2"

WALL SIGNAGE AND GRAPHICS

SCALE

SHEET TITLE

N.T.S

WALL GRAPHICS - STACKED GRAPHICS "ROCK YOUR RIDE", VINYL

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

SCALE

CYCLEBAR

WALL GRAPHICS - IN-LINE GRAPHICS "ROCK YOUR RIDE", VINYL

G-2

STAMP

G-7

WALL SIGNAGE - ILLUMINATED LOGO - 3'-0" SIZE OPTION

SCALE N.T.S

G-5

WALL GRAPHICS - INSPIRATION WALL, VINYL

SCALE N.T.S

G-3

WALL GRAPHICS - GRAY VINYL

SCALE N.T.S

WALL GRAPHICS -LOGO OVER CYCLE THEATER DOOR, VINYL

EQ.

9'-0"

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

EQ.

REVISIONS

EQ.

EQ. 6 1/2" EQ.

8'-0"

9'-0"

DATE 2019.09.03 SHOE CUBBY

PROJECT NUMBER A2214

EQ.

3'-8"

EQ.

1'-8"

VARIES

7'-0"

2'-8"

Plotted: 9/9/2019 10:24 AM (jlavenant) File: 16_a2214_a8.3 wall graphics.dwg

3'-11"

7'-0"

N.T.S

VARIES

VARIES EQ.

SCALE

4” SHOE MOLD

SHEET NUMBER G-10

WALL SIGNAGE - ILLUMINATED LOGO - STANDARD SIZE

G-8

SCALE N.T.S

WALL SIGNAGE - CYCLE THEATER LOGO ILLUMINATED SIGN

G-6

SCALE N.T.S

SCALE

WALL GRAPHICS - CITY SYMBOL, VINYL

N.T.S

A8.3

30% SET : 2019_09_03

G-9

THESE MILLWORK DETAILS ARE FOR REFERENCE ONLY. CONTACT CYCLEBAR'S VENDER FOR MANUFACTURER'S SPECIFICATIONS:

4'-8"

ADA SEATING SHOULD SECURE TO THE WALL WHERE OCCURS OR PROVIDE BACKING SEE SHEET A1.1 FOR ADA SEAT LOCATION

5'-0"

1'-8"

C&R COMPONENTS

2'-6"

1011 BRIOSO DRIVE, SUITE #103 COSTA MESA, CA 92627 (949)500-1291

7'-5 1/4"

1 2'-7 1/2"

3'-3 1/2"

1'-6 1/4"

TOP

9483 HAVEN AVENUE, SUITE 100

1/2" = 1'-0"

3'-7 1/2"

REFRIGERATION STATION

N.T.S.

PHONE: (650) 283-6357 jihan.bayyari@cyclebar.com CONSULTANT

2'-10"

3'-6"

3'-2"

3'-6" 3'-0"

3'-2"

1'-2"

FRONT DESK

N.T.S.

12'-10" 3"

1'-8"

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

1 1/2"

PROJECT LOCATION

2'-10"

2'-6"

2'-10"

7'-0" 3'-9" 48" MAX.

7'-0"

6'-8"

1'-0"

1 1/2"

MILLWORK DETAILS (FOR REFERENCE ONLY)

N.T.S.

SHEET TITLE

TOWEL / SHOE BIN

SCALE

310 W. WASHINGTON AVENUE SUNNYVALE, CA 94086

SCALE

CYCLEBAR

2'-7"

2'-8"

3'-0"

EQ.

1'-9"

EQ.

2'-3"

310 W. WASHINGTON AVE SUNNYVALE, CA 94086

7'-6"

4'-7" 1'-8"

3'-6"

2'-10"

SCALE

CLIENT 6'-3"

5'-7 1/2"

2'-10"

WEST COAST | CENTRAL | EAST COAST

7 1/2"

ADA BENCH

SIDE

SCALE

www.AmorArch.com

2'-7 1/2"

FRONT

P. 909.259.9971 | F. 909.944.8409

2'-6"

RANCHO CUCAMONGA, CA 91730 2'-10"

1'-5"

ISOMETRIC

STAMP

SCALE

CABINET

N.T.S.

1'-3 1/2"

SHEETS BEARING THIS SEAL AND WET SIGNATURE ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OLDER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED.

3'-8"

DATE 2019.09.03

PROJECT NUMBER A2214

SHEET NUMBER

LOCKER CABINET

SCALE N.T.S.

SHOE CUBBY

SCALE N.T.S.

A8.4

30% SET : 2019_09_03

REVISIONS

3'-0"

3'-8"

Plotted: 9/9/2019 10:24 AM (jlavenant) File: 17_a2214_a8.4 millwork details.dwg

10'-0"