Loading...
HomeMy WebLinkAbout1234 Burlingame Avenue - Plansa a o ' 1 1 v RESPONSIBILITY MATRIX DRAWING LIST - ' pm,v �. @- � iAN T', 2^2{' !- `J"�`�°� , LI�GA�� r-+� r. i _,I `' p ),G-1 t), 1 8..11MITMI p a a ao mo Ro Ra - - ao lrWS RR. R2 15TE sc MGIOECNRAl WL -Al 1 T` O 5 ix�ECnON,L00PfxNATIIX, A-0M AC l&MGIAGE -0 GE saEaAL IN—TlONS A-004 GENERALxOTEG B .-FI NT G G 15iE—FIC. LHECKu CORFIRM WORA LETTERI A.OpO GE 1—x-1 15>F 9c-q cxECx-01FAMWORx,FT 1 A- GENERAL ROTES In F sl scx-E Fw OETut coxsrRucn°x xMcruxsNEEi 11 AGE Ex1ENOR BRAWONG SEE SIGVAGE SCWEWI .DETAIL o0 �EMasiOPEFRoxi ExugcfOAx eE:t' R,vATiOx P I01 61RgI—GOE fUx 6 ElfvAnOx c G 8E0..15 T [WAGE xuu--R 1 0L 15S 1,SEx311 - - 6 OOE TI. n ..—R.,, enuas _ ssr: —11. xores11 .R..... xi R.-rc� .n"i]x'1 RF+3 GEIERAL 10TESIR EV6Wrt4 MAiPx GENERA. 1.1ES11 S.-S E.A{gICAOF ATTALNMExT RG WGq AMAZON Jl �� ` - BURLINGAME STOREFRONT WEBURLINGAMEAVE BURLINGAME, CA 94010 LOCATION MAP BUILDING MAP E ERRG. T LiGR R� pNWRG� GEVGR L ER 1I—TO LTORE WxTAT1. 1. AGq LM M 1 �URLINGAMEAVE--------- URLINGAME, CA 94010 ; I 1 1 ; i- I �.,,1 --- J - _. . © PROPOSEDTENANT---., ; 1 1 1 1 ; LEASE LINE TO 7IN T" i CURB ..............a........: I I 1 I I .�1 I 1 1 ..11 © 1 42 opE'CC Ali SUBtHrtAL05xWl➢BE TO MEYOWHEg5x01ATEq iXAX1WfENG OUiFgOM ANAgp. RENEWeRNA01 WEEXNRIMUMTO RfNfW CL RESPox5fiETOGPECiFY WE IM ci Ax AL xA cl a ax u i v wN . a - ` "CONSTRUCTION HOURS' WEEKDAYS M.-700 P.M. 9:00 A.M.-6.00P M. HOLIDAYS. NO WORK ALLOWED BURLINGAME MUNICIPAL CODE, SECTION 1807110 FOR��� ADDENDUM#1 01,13.202D SH7JF ISSUED FOR PERMIT(REVISED) 12,13.2019 SH/JF PROJECT CONTACTS BUILDING CODE DATA ISSUED FOR PERMIT 272019 SH JF ISSUED FOR 75% 11 082019 SH/JF OWNER PERMIT EXPIDITOR AMAZON CORPORATION, LLC PERMIT ADVISORS PO BOX 81226 8370 WILSHIRE BLVD, #330 SEATTLE, WA 98108-1226 BEVERLY HILLS, CA 90211 MATT RAMOS DESIGN MANAGER MATT@PERMITADVISORS.COM CONTACT: SIMA VAHIDI 310-275-7774 EMAIL: SIMAV AMAZON.COM ARCHITECT LANDLORD CONTACT TPG ARCHITECTURE LLP RUSSEL KEIL 132 W. 31ST STREET, 5TH FL. RKEIL@KEILCOMPANIES.COM NEW YORK, NY 10001 244 KEARNY STREET SAN FRANCISCO, CA 94108 CONTACT: JON FOX TEL:(212) 536.5184 BUILDING DEPARTMENT EMAIL: JFOX@TPGARCHITECTURE.COM THE CITY OF BURLINGAME COMMUNITY DEVELOPMENT DEPARTMENT BURLINGAME CITY HALL 501 PRIMROSE ROAD, SECOND FLOOR BURLINGAME, CA 94010 PHONE: 650-558-7260 TYPE OF STORE: MERCANTILE. GROUP M EXISTING OR NEW EXISTING SQUARE FOOTAGE. 70 SF (STOREFRONT) 2016 CALIFORNIA MECHANICAL MECHANICAL: ICAL C MECHANICAL: 2016 CAtIFORNIA MECHANICAL CODE PLUMBING: 2016 CALIFORNIA PLUMBING CODE ELECTRICAL: 2016 CALIFORNIA ELECTRICAL CODE FIRE SAFETY: 2016 CALIFORNIA FIRE CODE ENERGY CODE'. 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE. ACCESSIBILITY: 2016 CALIFORNIA BUILDING CODE CONSTRUCTION CLASSIFICATION: V-1 FULLY SPRINKLERED OCCUPANCY GROUP: M (MERCANTILE) N0. REVISION DATE I BY PROJECT MANAGER: TM \rch itectu re TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, STH FLOOR, NEW YORK, NY 1D001 212.768.0800 I TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE -USE, MIS -USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. � 22 12 c) TPG\rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31 ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 I TPGARCHITECTURE.COM PROJECT AMAZON BU AME- STOREFRONT 8 URLINGAME AVE. BURLINGAME, CA 94010 DRAWING COVER SHEET SEAL BD ARC G� pOBEAT 'xF yG N " 3W3121c" 9TF F CAL\Eo DATE 11 2B26-06-OO PROJECT NO. 1519 SCALE AS NOTED DWG NO. A 001 CAD FILE NO. PULL SIDE PUSH SIDE LT E �I+ 4551n I I I 1�_I I mrl I I NOTE: X=12 in. (305 mm) BMe door has both a closer and a latch FRONT APPROACHES - SWINGING DOORS PULL SIDE PUSH SIDE ------ 54 ♦ I �ylr11nI13701 — �1 If .E 1 -1 T NOTE: X=36 in. (915 mm) NOTE'. y�6 in. (I. ram. 4 y = 60 in. (1525 nun) ram) minimum if door . X-42 in.(1065 man) min. has both alatch and if y = 54 in. (1370 ram) closer HINGE -SIDE APPROACHES - SWINGING DOORS NOTE: All doors in alcoves shall campy Wlthclearim—forfmntappmache.. PULL SIDE PUSH SIDE x 24 min. 610 r-- 24 min. f• — — — -� I 1610 I I Tell x I ♦r�l I NOTE: y=54 in.(1370 NOTE y=48 in.(1220 mm) minimum if door has mm) minimum if door has e closer a closer LATCH -SIDE APPROACHES - SWINGING DOORS Ll F1 TWO HINGED DOORS IN SERIES UNOBSTRUCTED SIDE REACH 60 1525 5 (A) 12 12 TSBa)ped Space for 180• Turn. WHEELCHAIR TURNING SPACE ACCESSIBILITY CLEARANCES 11 I60 CABINET HEIGHTS Counter 30 min. 760 Suggested Suppy Lines Knee Clearance B min. 205 Side Wall Equipment Permitted In Shaded Area nin. 365 in. 12 min. 305 ER 4 Back Wall 54 min. 1370 39-01 mmc. 990-1040 42 min. 24 min. 36 min 1 915 12 min. 2 1065 610 3115 TOILET PAPER IM230 Side Wall Back Wall 14-13 1) 32-M— 1 38 3238 3B v, (A) (B) Handrail Handrail A.3�1 .nw (C) (E) Handrail Grab Bar SIZE & SPACING OF HANDRAILS & GRAB BARS Minimum Clear Width for Single Wheelchair _ 00 Minimum Clear Width for Two Wheelchairs MINIMUM CLEAR WIDTH FOR WHEELCHAIRS 90 Tum ✓c yu 42mm X I 42 ram NOTE: OWNS IONS SHOWN APPLY WHEN X. 49IN. 11220 MM) A Turns A-rdam Ob Vetin E +yAL ` 36mm ` 48 min l 36 n 9T5 T27�--g'S� (A) 28 min 8 42 min 8 d455 LA 1/4mex 114 TO 12 65 6513 CLEAR CLEAR 2 FLOOR ♦ FLOOR SPACE SPACE '@ o 60 min (C) (D) Chew" Chnm in feel e N ACCESSIBLE ROUTE WALKS -AND WALKWAYS A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 114 INCH, AND SHALL BE A MINIMUM OF 4 FEET IN WIDTH. B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL BE AT LEAST AS SUP RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FMSH. C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SUP -RESISTANT. D. SURFACE CROSS SLOPES SHALL NOT EXCEED 114 INCH PER FOOT. E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS. GRID OPENINGS IN GRATINGS SHALL BE PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAVEL AND A MAXIMUM OF 12• IN SIZE CA GRID OPENINGS IN GRATINGS SHALL BE UASED TO 12INCH IN THE DIRECTION OF TRAFFIC FLOW. F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS. G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 12 INCH WHEN CHANGES IN LEVEL DO OCCUR THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 114 INCH MAY BE VERTICAL WHEN CHANGES IN LEVEL GREATER THAN 12 INCH ARE NECESSARY COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK. AND NOT LESS THAN 48 INCHES WIDE BY 44INCHES DEEP THAT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIOE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK, I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL RAVE LEVEL AREAS OF AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 FEET. J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36 INCHES WIDE. SEE DETECTABLE WARNING TEXTURE DETAIL. TACTILE SIGNAGE A. SIGNS IDENTIFYING PERMANENT ROOMS OR SPACES OR PROVIDING INFORMATION OR DIRECTION, TO INCLUDE RAISED CHARACTERS, CONTRACTED GRADE It BRAILLE AND PICTORIAL SYMBOLS. 8. WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE ELEMENTS AND FEATURE OF A BUILDING OR SITE THEY SHALL INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY OR PICTOGRAM. WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE BORDER OF THE PICTOGRAM SHALL BE MINIMUM 6' IN HEIGHT. C. VISUAL CHARACTERS SHALL BE UPPERCASE STANDARD SAWS SERIF FONT. VISUAL CHARACTERS TO HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 MEASURED BY THEWIDTH OF AN UPPERCASE 0 & THE HEIGHT OF AN UPPER CASE I & A STROKE WIDTH -TO -HEIGHT RATIO OF BETWEEN 1.5 It 110 MEASURED BY THE WIDTH OF AN UPPERCASE I. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. CHARACTERS, SYMBOLS AND BACKGROUNDS SHALL HAVE A NON -GLARE FINISH. D. TACTILE CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF FONT. RAISED 1W OFF THE BACKGROUND. THE HEIGHT OF TACTILE CHARACTERS SHALL BE BETWEEN 51T AND T. CHARACTERS SHALL BE ACCOMPANIED BY GRADE II BRAILLE LOCATED 318 MIN. BELOW BOTTOM EDGE OF CHARACTER E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED 1/40' OFF THE BACKGROUND, WITH DOTS SPACED 1/10' WRH-IN CELLS, AND 2J70' BETWEEN CELLS. F. TACTILE SIGNS SHALL BE MOUNTED 48' MINIMUM, TO THE BASELINE OF THE LOWEST TACTILE LETTER AND 50' MAXIMUM ABOVE THE FLOOR TO THE BASELINE OF THE HIGHEST TACTILE LETTER AN 18• X 18' CLEAR SPACE IS REWIRED IN FRONT OF THE TACTILE SIGN, BEYOND THE ARC OF ANY DOOR SWING. WHERE SIGNS ARE MOUNTED AT DOORS, THE SIGN SHALL BE ON THE LATCH SIDE OF THE DOOR WHERE SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE IS NO WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ADJACENT WALL PREFERABLY THE RIGHT SIDE 7(pO O C EAR Q&Y e SPACE RESTROOM G. CALIFORNIA ONLY: MOUNTING LOCATION If HEIGHT. WHERE PERMANENT IDENTIFICATION 15 PROVIDED FOR ROOMS AND SPACES, SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60•ABOVE THE FINISH FLOOR TO THE NTER CEUNE OF THE SIGN, MOUNTING LOCATION SHALL BE DETERMINED SO THE A PERSON MAY APPROACH WITHIN 3. OF SIGN WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF DOOR EXIT ROUTE SIGNAGE A EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD Y70T.' B. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 1) 'EXIT STAIRS DOWN• 2) 'EXIT RAMP Up, 3) 'EXIT STAIR UP' 4) 'EXIT RAMP OF C. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS *EXIT ROUTE' 0, EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT -ilSx&k%LL BY IDENTIFIED BY ATACTILE EXIT SIGN WITH THE WORDS E. 'EXIT ROUTE' F. EACH EXIT ODOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED x BY A SIGN WITH THE WORDS TO EXIT.' EXIT EXIT ROUTE RAMP A ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN 1:20 (1:12 MAX.) B. 1:12 SLOPED RAMPS WITH LENGTH GREATER THAN 72' SHALL HAVE HANDRAILS ON BOTH SIDES. C. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN DEPTH. D. IF A DOOR SWINGS ONTO A TOP LANDING, THE MN- LANDING DIMENSION SHALL BE NOT LESS THAN 42 INCHES CLEAR PLUS THE WIDTH OF THE DOOR E THE TOP LANDING SHALL HAVE AWIDTH NOT LESS THAN ITS DEPTH. F. THE TOP LANDING SHALL EXTEND NOT LESS THAN 244NCHES BEYOND THE STRIKE SIDE OF THE DOOR AT EXTERIOR RAMPS AND 181NCHES AT INTERIOR RAMPS. G. THE BOTTOM LANDING SHALL BE NOT LESS THAN 60 INCHES CA: 72 INCHES DEEP. H. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND WHENEVERTHE CHANGE IN LEVEL EXCEEDS 301NCHES. I. INTERMEDIATE LANDINGS ON RAMPS SHALL RAVE A DEPTH OF NOT LESS THAN F-0I WHERE A CA: 30 DEGREE CHANGE IN RAMP DIRECTION OCCURS, A MINIMUM 72' BY 72' LANDING SHALL BE PROVIDED. J. RAMPS SHALL BE NOT LESS THAN 4-0' WIDE RAMPS SERVING A PRIMARY ENTRANCE FOR AN OCCUPANT LOAD OF 300 OR MORE PEOPLE SHALL BE NOT LESS THAN S-0' WIDE K. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP. HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND EXTEND A MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP. L SURFACES OF RAMPS SHALL BE SLIP -RESISTANT. M. RAMPS & LANDINGS WTIR DROP OFFS SHALL HAVE CURBS, WALLS. RAILING OR PROJECTING SURFACES THAT PREVENT PEOPLE FROM SUPPING OFF THE RAMP. CURB SHALL BE A MIN. 2• IN HEIGHT. MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30'. 80' MIN. 3- MAX. � 24' EXT. la.TNT. RAMP DOWN LANDING AT RAMP DOORS A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 34 INCHES TO 48 INCHES CAA4 INCHES ABOVE FLOOR B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR OPENING DOORS AS FOLLOWS: INTEMORDOORS -5 POUNDS PRESSURE EXTERIOR DOORS -8.5 POUNDS PRESSURE FIRE DOORS - PER ADMNISTRATNEAUTHORRY DOOR CLOSURES TO BE ADJUSTED TO CLOSE FROM AN OPEN POSITION OF 90 DEG IN NOT LESS THAN 5 SECONDS TO A POINT 12' FROM LATCH. ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR COMPLIANCE. CA: MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 POUNDS PRESSURE FIRE DOORS SHALL BE MAXIMUM 15 POUNDS. C. FLOOR LEVEL AT DOORS CA, THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 12 INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL BETWEEN t/4 INCH AND 12 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. (SEE BELOW). r� r1J�72'MAX � THRESHOLDS 1.I:1/4'MAX. C 2. LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR THE LEVEL AREAS SHALL BE AS SHOWN BELOW. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE (SEE ACCESSIBILITY CLEARANCE DRAWINGS THIS PAGE). D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. CLEAR WIDTH: 32 INCHES MINIMUM WITH DOOR OPEN 90 DEG. MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. E THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. STAIRWAYS A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE HANDRAILS MUST BE 1 114 INCHES TO 2 INCHES CA 1-12 INCHES IN CROSS SECTIONAL DIMENSION AND 1 12 INCHES CLEAR FROM THE WALL. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH, HANDRAILS SHALL NOT ROTATE IN THEIR FITTINGS. B. EXTERIOR STAIRS: CAST IRON (NONSKID) STAIR NOSINGS MN. 2• WIDE CONTRASTING COLOR STRIPE AT ZIPPER APPROACH AND AT EVERY TREAD. C. INTERIOR STAIRS: MINIMUM 2114CH WIDE CONTRASTING COLOR STRIPE AT UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF STAIRS TO BE LOCATED , INCH FROM NOSING. STRIPE TO BE AS SLIP -RESISTANT AS STAIR TREADS. Brass 1; �112' y' �t 12' l• MAK MAX PROVIDE SECOND SET 17 HANDRAILS AT 24' (61) WHEN CHILDREN ARE R=12 PRIMARY USERS. MAX 112' MAX OVERLAP TW 1P NOTES T1V = TREAD WIDTH (1 V MN.) MINIMUM STAIR WIDTH = W ALL STAIRS TO HAVE CLOSED RISERS. PROTRUDING OBJECTS KNEE AND TOE CLEARANCE A PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27' AND VABOVE FLOOR MAY PROJECT V MAXIMUM, LEADING EDGE AT OR BELOW 27 . MAY PROJECT ANY AMOUNT. FREE STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 27' AND W ABOVE FLOOR MAY PROJECT 17 MAX PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE. OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. B. HEAD ROOM 80'MMMIM CA: W MNIMUM 17' MIN. ELECTRICAL DEPTH A. ELECTRICAL RECEPTACLES(15,20 AND 30 AMPS) SHALL BEAT LEAST 15 INCHES ABOVE THE FLOOR. B. SWITCHES AND CONTROLS FOR UGHTS, APPLIANCES, COOLING. HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR. C. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES MAX ABOVE THE FLOOR, GROUND OR SIDEWALK. PUBLIC TELEPHONE: A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES IN BY 48 INCHES THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT IMPEDE APPROACHES BY PEOPLE WHO USE WHEELCHAIRS. B. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE NO HIGHER THAN 48 INCHES ABOVE FINISH FLOOR DRINKING FOUNTAINS: A. PROVIDE HI -LOW DRINKING FOUNTAIN, 17 INCHES TO 19 INCHES IN DEPTH WITH CLEAR KNEE SPACE BETWEEN BOTTOM OF APRON AND FLOOR NOT LESS THAN 27 INCHES HIGH, 30 INCHES WIDE AND PROJECTING S INCHES UNDER FRONT EDGE OF FOUNTAIN B. SPOUT OUTLET FOR LOWER FOUNTAIN TO BE 36 INCHES MAXIMUM ABOVE FLOOR. SPOUT OUTLET FOR UPPER FOUNTAIN TO BE BETWEEN 38 INCHES AND 43 INCHES ABOVE FLOOR. C. BUBBLER TO BE ACTIVATED BY A HAND OPERATED LEVER LOCATED WITHIN 61NCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ALONG THE FRONT OF THE FOUNTAIN D. BUBBLER TO PROVIDE A FLOW OF WATER 41NCHES HIGH AND BE LOCATED 51NCHES MAXIMUM FROM FRONT OF UNIT. 15M Z4'-0•MIN. o $MIT b � . SMAX. e SPOUT 18.T024' LLAR FLOOR SPACE &•MAX 8'MIN- 5'MAX8'124' SPOUT a f, 4.3 DRINKING FOUNTAINS SANITARY FACILITIES A. GEOMETRICAL SYMBOLS A.I. DOORWAYS LEADING TO MENS SANITARY FACILITIES, SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 114 INCH THICK WITH EDGES. 12 INCHES LONG AND VERTEX POINTING UPWARD, WOMENS SANITARY FACIUTIES SHALL BE IDENTIFIED BY A CIRCLE 1/4INCH THICK WITH EDGES. 12 INCH IN DIAMETER A2. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK, 12 INCH DIAMETER WITH A 11 r THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER A3 GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60' AND THEIR BE AND CONTRAST SHALL BE DISTINCTLY DIFFERENT. A4. RAISED LETTERS SHALL BE PROVIDED IN CONFORhNNCE TO ANSI SECTION 703.4.2 AND ACCOMPANIED BY GRACE II BRAILLE PER ANSI 703.5 AND $WALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE SUCH THAT BRAILLE IS BETWEEN 40' AND 60' ABOVE FINISHED SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOUR A . PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL HE A MINIMUM OF 61NCHES (152 MM) IN HEIGHT. B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR USHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SMALL BE FUP-OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST. C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING HANDLE WITH A MINIMUM OPERATING FORCE OF 5 LWF OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT REQUIRING EXCESSIVE BODY MOVEMENT. D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE TO BE A MAXIMUM OF 44INCHES ABOVE THE FLOOR RIM ELEVATION TO BE 17 INCHES AF.F. SANITARY FACILITIES (CONT'D) E. LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES F WIDE, TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES X 48 INCHES IN FRONT OF LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING. OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LBIF. G. LAVATORY: PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP EXTENDING A MINIMUM OF 30 INCHES WIDE TO 8 INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY. PROVIDE A CLEAR FLOOR SPACE 30 INCHES X 48 INCHES IN FRONT OF LAVATORY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 LBIF. H. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM THEFLOOR I. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES FROM THE FLOOR. J. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 7'MIN TO 9' MAT(. FROMTHE FRONT EDGE OF THETOILET SEAT. K. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE SPECIFICATIONS OF THE AMERICAN DISABILITIES ACT, L. SINGLE ACCOMMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN DIAMETER IS REQUIRED FOR SINGLE ACCOMMODATION TOILET ROOMS. ■ ■ ■u ■■■ o■ ■■■ ■ouu■ ■iii■iiiiN. ... i0. Ill ��■s n iii■■u.ri■s�i■�iiuo■■u■■■■■uoiiat Rini.............. 37 TO ACE DOOR WMIh CLEAR MIN.CLEAR FLOOR SPACE TOILET ROOM PLAN SHOWN DASHED MULTIPLE ACCOMMODATION amazon �'7 ADDENDUMRI 101.13.2020 SWJF ISSUED FOR PERMIT (REVISED) 12.13.2019 SH/JF ISSUED FOR PERMIT 11.27.2019 SH/JF ISSUED FOR 75% 11.08 2019 SH/JF 17•-16' CL NO. REVISION DATE BY OR CA z PROJECT MANAGER: 37MIN. �chItecture CLEAR 60. MIN CLEAR 4' MAX TPG ARCHITECTURE, LLP MIN' °NOO°w-- 31 PENN PLAZA g 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 eruix c�a. TOILET STALL 212768.0800 1 TPGARCHITECTURE.COM MULTIPLEAWOMAODATION IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN VERTICAL GRAB BAR REQUIRED INAB PRIVACYTOILET -72' AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND 14• CLR. m Illhhh'l'l'l� W 47GRAB BAR ROLL PAPER HOLDER R WITHOUT STOPS COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE -USE, MIS -USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. NOTE: THESE FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE THE ONLY MEANS OF COMPLIANCE. REFER TO PLANS FOR EXACT LAYOUT OF TOILET ROOMS. FORWARD If SIDE REACH A. GEOMETRICAL SYMBOLS AA. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES MAX AND THE LOW FORWARD REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR WHERE A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAIL AND THE LOW SIDE REACH SHALL BE 15INCHES MIN. ABOVE THE FLOOR2JL A8. EXCEPTION: EXISTING ELEMENTS SHALL BE PERMITTED AT 54 INCHES MAX ABOVE THE FLOOR O'MAX. SIDE FORWARD PROJECT AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 ACCESSIBILITY & SIGNAGE SEAL DATE 11.08.2019 PROJECT NO- 1519626-00 SCALE AS NOTED DWG NO. A-002 CAD FILE NO. BUILDING CODE DATA I LANDLORD NOTES I CITY NOTES , GENERAL NOTES TYPE OF STORE: MERCANTILE. GROUP M SQUARE FOOTAGE: 70 SF (STOREFRONT) CODES: BUILDING: 2016 CALIFORNIA BUILDING CODE MECHANICAL: 2016 CALIFORNIA MECHANICAL CODE PLUMBING: 2016 CALIFORNIA PLUMBING CODE ELECTRICAL: 2016 CALIFORNIA ELECTRICAL CODE FIRE SAFETY: 2016 CALIFORNIA FIRE CODE ENERGY CODE: 2D13 CALIFORNIA GREEN BUILDING STANDARDS CODE. ACCESSIBILITY: 2016 CALIFORNIA BUILDING CODE CONSTRUCTION CLASSIFICATION: V-1 FULLY SPRINKLERED OCCUPANCYGROUR M(MERCANTILE) I SCOPE OF WORK STATEMENT GENERAL REFURBISHMENT AND RECLADDING OF NEW FINISHES ON EXISTING STOREFRONT. ITEMS NOT INCLUDED UNDER THIS APPLICATION: . ALL SIGNAGE WORK FILED UNDER SEPARATI BUILDING CODE NOTES I 1. THE WORK FILED HEREIN FOR INTERIOR TENANT LAYOUT ONLY. NO CHANGE IN USE, OR OCCUPANCY OR EGRESS. 2. SEPARATE PLAN CHECK, PLANS. & PERMIT(S) MAY BE REQUIRED FOR SIGNS, FIRE SPRINKLER SYSTEMS & EACH SEPARATE STRUCTURE. 3. ALL WORK HEREIN SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2016 CALIFORNIA BUILDING CODE. 4. ALL DEMISING WALLS AND RATED PARTITIONS SHALL BE CONSTRUCTED TO THE UNDERSIDE OF THE STRUCTURAL FLOOR OR ROOF ABOVE WITH FIRE -STOPPING PER CODE REQUIREMENTS. 5. ALL RATED ASSEMBLIES MUST COMPLY WITH U.L. SPECIFICATIONS FOR CONSTRUCTION. 6. DOORS 6-1. ALL NEW DOORS AND TRIM OPENINGS SHALL BE INCOMBUSTIBLE AND A MINIMUM OF 3'-0' WIDE UNLESS OTHERWISE NOTED 6.2. ALL NEW DOOR HARDWARE TO COMPLY WITH ACCESSIBILITY DESIGN REQUIREMENTS. 7. ILLUMINATED EXIT SIGNS AND DIRECTIONAL SIGNS SHALL COMPLY WITH ALL GOVERNING CODE REQUIREMENTS. 8. GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE JOB SITE BEFORE COMMENCING ANY WORK. ANY CONFLICTS OR INCONSISTENCIES SHALL BE COMMUNICATED TO THE OWNER PRIOR TO COMMENCING WORK. 9. GENERAL CONTRACTOR SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND ALL PENETRATIONS ARE SEALED TIGHT, AND SHALL PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT CONDITIONS. VERIFY WITH LANDLORD. 10. NO WORK SHALL COMMENCE UNTIL PLANS HAVE BEEN APPROVED BY THE LANDLORD AND LOCAL BUILDING DEPARTMENT AND PERMITS ISSUED BY THE LOCAL BUILDING DEPARTMENT. 11. THE CONTRACTOR SHALL MAINTAIN, FOR THE ENTIRE DURATION OF THE WORK, ALL EXITS, EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL APPLICABLE CODES, ORDINANCES, AND LANDLORD REQUIREMENTS. 12. THE TENANT MAY BE REQUIRED TO MAKE A SEPARATE SUBMITTAL FOR FIRE PROTECTION AND SECURE A SEPARATE PERMIT PRIOR TO INSTALLATION. 13. IF APPLICABLE, COORDINATE ALL FIRE SPRINKLER WORK WITH MALL APPROVED FIRE SPRINKLER CONTRACTOR. 14, ONLY FIRE RETARDANT WOOD& PLYWOOD ARE PERMITTED INCLUDING BLOCKING, BACKINGS, ETC. 15. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS'C'. 16. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED. IT ONLY NONCOMBUSTIBLE METAL STUDS ARE ALLOWED ON THIS PROJECT AS A CLASS 1 FIRE -PROOF. 18. INSULATION SHALL HAVE A MINIMUM FLAME SPREAD PER CODE REQUIREMENTS. 'THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE OR OTHER CITY ORDINANCE OR STATE LAW. 1. ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS STREET, SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT PRIOR TO STARTING WORK. 2 ALL WORK WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH CITY STANDARDS AND DETAILS. STANDARD DETAILS ARE AVAILABLE AT: HTTPSJNVWW.BURLINGAME.ORGIDEPAATMENTSIPUBLIC_WORKSICITY_ STANDARD_DETAILS PHP 3. CONSTRUCTION HOURS IN THE CITY PUBUC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00AM AND 5:DOPM. THIS INCLUDES CONSTRUCTION HAULING. 4. CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN S:OOAM AND 5:00PM. CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY IS PROHIBITED DURING THE HOLIDAY SHOPPING MORATORIUM PERIOD, FROM FIRST SATURDAY OF NOVEMBER THROUGH THE FIRST SATURDAY AFTER NEW YEAR'S DAY. 5. PER CITY OF BURLINGAME MUNICIPAL CODE 12.05, ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY OF THE DOWNTOWN BURLINGAME AVENUE LIMITS SHALL REQUIRE APPROVAL FROM THE PUBLIC WORKS DEPARTMENT AND SHALL COMPLY WITH THE FOLLOWING SPECIAL CONDITIONS, SPECIFICATIONS, DETAILS, AND CONSTRUCTION MORATORIUM. 6. NO STRUCTURE SHALL BE BUILT INTO CITYS RIGHT-OF-WAY. THIS INCLUDES WINDOWS, DOORS, AND UTILITIES THAT ENCROACH INTO THE PUBLIC RIGHT OF WAY.THE PROPERTY LINE ON BURLINGAME AVENUE IS APPROXIMATELY SIXTEEN FEET (16) MEASURED FROM FACE OF CURB. 7 THE PROJECT SHALL COMPLY WITH THE CITYS NPDES PERMIT REOUIREMENTS TO PREVENT STORM WATER POLLUTION. 8. ALL DEBRIS/ GARBAGE CONTAINERS LOCATION SHALL BE ON PROPERTY. IN A SITUATION WHERE THAT IS NOT POSSIBLE, AN ENCROACHMENT PERMIT IS REQUIRED FROM PUBLIC WORKS DEPARTMENT FOR PLACING DEBRIS/ GARBAGE CONTAINERS IN PUBLIC RIGHT-OF-WAY. NO WET GARBAGE FLUID SHALL ENTER PUBLIC RIGHT-OF-WAY OR THE STORM DRAIN SYSTEM. 9, IT IS THE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO NOTIFY UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS BEFORE THE START OF ANY EXCAVATION WORK. 10. FIRE DEPARTMENT(SIAMESE) CONNECTION MUST BE ACCESSIBLE AT ALL TIMES FOR FIRE DEPARTMENT USE TO PROTECT THE ADJACENT TENANT. THE PLAN MUST REFLECT THIS COMMENT. 11. ALL NON COMPLIANT PLUMBING FIXTURES TO BE REPLACED WITH 12, A COMPLETED SUPPLEMENTAL DEMOLITION PERMIT APPLICATION MUST BE SUBMITTED WITH PLANS TO THE BUILDING DIVISION FOR PLAN REVIEW. 13. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE PROTECTION ARE TO BE INSTALLED PER CITY STANDARD PROCEDURES AND MATERIAL SPECIFICATIONS. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED, ALL FIRE SERVICES AND SERVICES 2' AND OVER WILL BE INSTALLED BY BUILDER. ALL UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND FIRE SERVICE PERMIT FOR REVIEW AND APPROVAL. 14. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1710. THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT. CONSTRUCTION HOURS: NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL, WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. NO WORK ON SUNDAYS AND HOLIDAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY. THE THIRD MONDAY OF FEBRUARY. THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY IN SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY OF DECEMBER FALLS UPON A SUNDAY, THE FOLLOWING MONDAY IS A HOLIDAY. PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.110. CONSTRUCTION WASTE DIVERSION: RECYCLE AND/OR SALVAGE A MINIMUM OF 65%OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH 2O16 CGC 5AC8.1.1, THROUGH 5.408.1.3. UNIVERSAL WASTE: PROHIBITED UNIVERSAL WASTE MATERIALS SHALL BE LISTED ON CONSTRUCTION DOCUMENTS. 1. THE CONTRACT DOCUMENTS ARE ENUMERATED IN THE AGREEMENT BETWEEN THE OWNER AND CONTRACTOR AND CONSIST OF THE AGREEMENT, CONDITIONS OF THE CONTRACT (GENERAL SUPPLEMENTARY AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, ADDENDA ISSUED PRIOR TO EXECUTION OF THE CONTRACT, OTHER DOCUMENTS USTED IN THE AGREEMENT AND MODIFICATIONS ISSUEDAFTEREXECUTIONOFTHECCNTRACT. THE CONTRACTOR SHALL COMPLY WITH AND GIVE NOTICES REQUIRED BY APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULESAND REGULATIONS, AND LAWFUL ORDERS OF PUBUC AUTHORITIES APPLICABLE TO PERFORANCE OF THE WORK. 2. THE TERMS*GENERAL CONTRACTOR GENERAL CONTRACTOR CONSTRUCTION MANAGERNANAGEMENT' AND'CONTRACTOR' SHALL BE UNDERSTOOD TO BE THE SAME UNLESS SPECIFICALLY NOTED OTHERWISE. 3. THE TERM "WORK' MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE CONTRACT DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, AND INCLUDES ALL OTHER LABOR, MATERIALS, EQUIPMENT AND LEYPROVIDED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTORS OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR A PART OF THE PROJECT. IF THE CONTRACTOR PERFORMS WORK KNOWING IT TO BE CONTRARY TO APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, OR LAWFUL ORDERS OF PUBUC AUTHORITIES, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH WORK AND SHALL BEAR THE COSTS ATTRIBUTABLE TO THE CORRECTION. THE GENERALCONTRACTOR SHALLVERIFY ALL JOB CONDITIONS, DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION, AND AS ANTICIPATED OR INFERRED PRIOR TO PRICING OR BIDDING. 4. PRIOR TO THE START OF ANY AND ALL WORK, TPG ARCHITECTURE LLC, TPG PUNNING AND DESIGN LLC, TPG ARCHITECTURE LONG ISLAND. TPG ARCHITECTURE AND TPG, HEREINAFTER REFERRED TO AS'ARCHITECT, SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. 5. THE CONTRACTOR SHALL HAVE EXPERIENCE ON AT LEAST THREE PROJECTS OF SIMILAR SIZE, COMPLEXITY AND QUANTITY AT LEAST EQUAL TO THOSE REQUIRED UNDER ALL DIVISIONS DETAILED IN THESE DRAWINGS. 6, ALL CONSTRUCTION LABORERS PERFORMING UNDER THIS WORK SHALL BE SKILLED WORKERS WITH IN THEIR RESPECTIVE TRADES. 7. ALL WORK, WHETHER SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE GENERAL CONTRACTOR, AND HE WILL BE RESPONSIBLE FOR ANY MISINTERPRETATIONS OR CONSEQUENCES THEREOF FOR ALL WORK SHOWN ON ALL CONTRACT DOCUMENTS. 8. GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE HIMSELF WITH THE GENERAL NOTES. SPECIFICATIONS, AND DRAWINGS AND DETERMINE WHICH NOTES APPLY DIRECTLY TO HIS RESPONSIBILITY. EACH SUB -TRADE WILL BE RESPONSIBLE FOR REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING THEIR WORK AS APPLICABLE. ALL WORK INDICATED OR INFERRED ON THE DRAWINGS WILL BE ACCOUNTED AND INCLUDED IN ALL CONTRACTORS COSTS. 9. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AS WELL AS FOR THE OTHER PERMITS. FEES, LICENSES AND INSPECTIONS BY GOVERNMENT AGENCIES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK THAT ARE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND LEGALLY REQUIRED AT THE TIME BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED. 10. THE CONTRACTOR SHALL PAY SALES, CONSUMER. USE AND SIMILAR TAXES FOR THE WORK PROVIDED BY THE CONTRACTOR THAT ARE LEGALLY ENACTED WHEN BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED, WHETHER OR NOT YET EFFECTIVE OR MERELY SCHEDULED TO GO INTO EFFECT. 11, THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER'S OFFICE FOR REVIEW AND APPROVAL NO WORK IS TO PROCEED UNTIL A SIGNED AUTHORIZATION TO PROCEED IS RETURNED TO THE GENERAL CONTRACTOR. 12. THE ARCHITECT AND THE OWNER RESERVES THE RIGHT TO ALLOW OTHER CONTRACTORS TO PERFORM WORK IN CONNECTION WITH THE PROJECT. THE CENERALCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK AND ESTABLISHING SCHEDULES FOR ALL TRADES; THEY SHALLAFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND STORAGE OF THEIR MATERIALS AND EQUIPMENT AND THE EXECUTION OF THEIR WORK. 13. CONTRACTOR SHALL PREPARE AND ISSUE ALL WORK TO CONFORM TO THE GENERAL CONSTRUCTION SCHEDULE AND SHALL COOPERATE WITH OTHER CON TONS IN THE REQUIRED SEQUENTIAL INSTALLATION OF OTHER CONSULTANTS' PRODUCTS. SCHEDULE TO BE UPDATED WEEKLY DURING CONSTRUCTION AND ISSUED FOR REVIEW TO ALL PARTIES. 14. DRAWINGS ARE NOT TO BE SCALED; DIMENSIONS GOVERN. 15. ALL WORK IS TO CONFORM TO ARCHITECTS DRAWINGS AND SPECIFICATIONS AND SHALL BE NEW AND BEST QUALITY OF THE KINDS SPECIFIED. 16, NO MATERIAL SUBSTITUTIONS SHALL BE MADE, THE OWNER WILL CONSIDER MATERIAL CHANGE REQUESTS ON AN INDIVIDUAL BASIS. CONTRACTOR SHALL SUBMIT SAMPLES AND CUTS FOR OWNER'S WRITTEN APPROVAL PRIOR TO THE START OF ANY WORK, IT IS CONTRACTOR'S RESPONSIBILITY TO DEMONSTRATE THAT PROPOSED SUBSTITUTION IS EQUAL TO OR BETTER THAN SPECIFIED PRODUCT. IT ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, CLEANED, AND CONDITIONED AS DIRECTED BY THE SUPPLIER/MANUFACTURER, IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARD PRACTICE AND IN COMPLIANCE WITH PRODUCT WARRANTY. 18. ALL SUBCONTRACTORS'SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL THROUGH THE GENERAL CONTRACTOR PRIOR TO WORK BEING PERFORMED. UNLESS OTHERWISE NOTED. THE OWNER TO FORWARD SHOP DRAWINGS TO ARCHITECT AS NEEDED. 19, THE CONTRACTOR SHALL IN ALL RESPECTS COMPLY WITH ALL REGULATIONS OF THE BUILDING MANAGEMENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUCH REGULATIONS FROM THE BUILDING OWNER. IN THE EVENT OF CONFLICT BETWEEN BUILDING REGULATIONS AND OTHER CONTRACT DOCUMENTS, THE ARCHITECT SHALL BE CONSULTED PRIOR TO PROCEEDING. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING NTH BUILDING MANAGEMENT THE USE OF ELEVATOR OR OTHER HOISTING FACILITIES FOR HANDLING THE DEUVERY OF MATERIALS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL SUB -TRADES OF CONDITIONS REGARDING ELEVATOR CAB SIZE, DOOR OPENING WIDTHS AND LOADING WEIGHT CAPACITIES. 21. ALL PUBLIC AREAS SUCH AS ELEVATOR LOBBIES, CORRIDORS, TOILETS, AND SERVICE HALLS SHALL BE PROTECTED TO THE SATISFACTION OF THE BUILDING MANAGEMENT. EQUIPMENT AND OTHER PROPERTY BELONGING TO THE BUILDING SHALLALSO RECEIVE PROTECTION AND REFURBISHING IF DAMAGED IN THE COURSE OF CONSTRUCTION, TO THE SATISFACTION OF BUILDING MANAGEMENT. 22, DEMOLITION AND OTHER WORK WHICH CREATES DISTURBING NOISE MUST BE SCHEDULED WITH BUILDING MANAGEMENT AND PERFORMED DURING PERMITTED HOURS. THE DELIVERY, HANDLING, AND INSTALLATION OF MATERIALS, EQUIPMENT, AND DEBRIS MUST BE ARRANGED TO AVOID ANY INCONVENIENCE. 23. THE GENERAL CONTRACTOR SHALL CONFORM TO BUILDING STANDARD PROCEDURES FOR THE SCHEDULING OF DEMOLITION AND CORE DRI W NG AND FOR THE CARTING OF RUBBISH THROUGH THE BUILDING, ANY OVERTIME COST FOR SUCH WORK SHALL BE BORNE BY THE GENERAL CONTRACTOR 24, PRIOR TO REMOVING ANY BUILDING STANDARD MATERIALS, I.E. DOOR BUCKS, METAL PARTITIONS, & LIGHTING FIXTURES, A PROPER RELEASE MUST BE SECURED FROM THE BUILDING MANAGER. 25, THE GENERAL CONTRACTOR SHALL MAINTAIN AND OPERATE AN ON SITE FIELD OFFICE TELEPHONE, FAX MACHINE AND EMAIL ACCESS AT ALL TIMES DURING THE COURSE OF CONSTRUCTION WORK. 26. WORKERS WILL BE ASSIGNED ONE TOILET AREA WHICH THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING, MAINTAINING AND, UPON COMPLETION OF THE WORK, RESTORING TO ITS ORIGINAL CONDITION. 27. CONSTRUCTION PERSONNEL MUST CARRY PROPER IDENTIFICATION AT ALL TIMES. 28, ON JOB SITE, IT IS TPG'S INTENT TO HAVE JOB SAFETY TAKE PRECEDENCE AT ALL TIMES. THIS MEANS THAT ALL CONSTRUCTION TOOLS AND EQUIPMENT USED ON THE PROJECT MUST MEET THE LATEST OSRA STANDARDS, IN ADDITION ALL LOCAL STATE OR FEDERAL CODES HAVING JURISDICTION AT THE JOBSITE, MUST ALSO BE CONSIDERED PARTOF THE SAFETY REQUIREMENTS. ANY DAMAGED TOOLS OR EQUIPMENT MUST BE REPLACED IMEDIATELY. AT THE TIME OF COMPLETION OF THE PROJECT PLEASE INSURE THAT ALL EQUIPMENT AND TOOLS ARE REMOVED FROM PROJECT. 29. ANY CONSTRUCTION TOOLS WOR EQUIPTMENT USED ON PROJECT MUST BE PROPERLY GROUNDED & USE ONLY SOURCE OF POWER APPROVED BY BUILDING MANAGEMENT SO AS NOT TO DISRUPT BUILDINGS ELECTRICAL SYSTEMS & MUST ALSO FOLLOW DSHA GUIDELINES OR ANY OTHER CODE REQUIREMENTS HAVING JURISDICTION OVER TOOLS AND EQUIPMENT. 30. THROUGHOUT THE ENTIRE COURSE OF CONSTRUCTION THE GENERAL CONTRACTOR AND ANY OTHER TRADE WORKING ON JOB SITE, MUST FOLLOW THE CURRENT OSHA GUIDELINES IN ADDITION TO ALL LOCAL, STATE AND FEDERAL CODES HAVING JURISDICTION AS IT RELATES TO PROTECTIVE CLOTHING SUCH AS, BUT NOT UMITED TO: HARD HATS, GLOVES, EYE PROTECTION. SHOES, AND CLOTHING AND/OR ANY OTHER PROTECTIVE CLOTHING NEEDED FOR A SAFE ENVIRONMENT. ANY PEOPLE WORKINGAT THE JOB SITE MUST FOLLOW THESE CODES AND REGULATIONS WITHOUT EXCEPTION. 31. ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK AREAS. 32 ALL FIRE EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES. 33, FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE DURING CONSTRUCTION. PLUS, CONTRACTOR TO HAVE PROPER MEDICAL EMERGENCY KIT AVAILABLE AT JOB SITE PER ALLAPPUCABLE CODES AND REGULATIONS. 34 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE CLEANLINESS OF THE WORK AREA AND THE AREAS INVOLVED IN THE DELIVERY OF THEIR MATERIALS 35, GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REMOVE FROM THE PREMISES ALL WASTE MATERIALS, RUBBISH, WRAPPINGS, AND SELVAGES AS GENERATED BY THE CONSTRUCTION, DEMOLITION AND/OR THE DELIVERY AND INSTALLATION OF ANY PRODUCTS, MATERIALS, OR EQUIPMENT MICH IS PART OF THEIR CONTRACT. 36. GENERAL CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL FLOORING, MILLWORK, ETC, AND UNCOVER AND VACUUM OUT ALL CONVECTOR UNITS AFTER THE INSTALLATION IS COMPLETED, AND MAINTAIN CONDITION THROUGH THE TENANTS MOVE IN. THE ENTIRE POST -CONSTRUCTION SITE IS TO BE DUST FREE AND ALL STAINS REMOVED FROM ANY FLOORING, WALLS AND/OR CEILINGS. 37, GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT, AS REQUIRED, ALL TENANT OCCUPIED AREAS WHERE FINISH WORK OR GENERAL CONSTRUCTION IS TO BE PERFORMED. GENERAL CONTRACTOR TO INSTALL ADEQUATE PROTECTION OF BUILDING PAPER MASONITE, OR OTHER APPROVED MATERIAL ON ALL FINISHED SURFACES AS DIRECTED BY THE ARCHITECT PRIOR TO THE OWNERS MOVING DATE, AND SHALL REMOVE SAME FOLLOWING COMPLETION OF THE MOVE 38, THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR DAMAGES CAUSED BY THEIR SUBCONTRACTORS 39. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUIDLING AND ZONING CODES, STATE AND FEDERAL BUILDING CODES, NATIONAL ELECTRIC CODE, N.F.PA, ANSI, ASHRAE, OSHA, A.D.A. AND ALL OTHER APPLICABLE CODES; RULES AND REGULATIONS ALL IN THEIR LATEST EDITION OF ALL AUTHORITIES HAVING JURISDICTION OVER WORK OF THIS TYPE, INCLUDING THE RULES AND REGULATIONS OF THE BUILDING MANAGEMENT. 40. SELECTION OF SUBCONTRACTORS IS SUBJECT TO THE OWNER'S REVIEW PRIOR TO AWARDING OF CONTRACT. THE GENERAL CONTRACTOR MUST SUBMIT LIST OF THEIR PROPOSED SUBCONTRACTORS WITH THE SUBMISSION OF THIS BID, AS WELL AS EVIDENCE THAT THOSE SUBCONTRACTORS REQUESTED TO BE AFFORDED THE OPPORTUNITY TO BD HAVE HAD THAT OPPORTUNITY AND HAVE RESPONDED. 41. ALL WORK. AS EITHER IMPLIED OR REASONABLY INFERABLE FROM THE CONTRACT DOCUMENTS. DRAWINGS AND SPECIFICATIONS, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE ATTENTION OF THE CONTRACTOR AND THE INCLUSION OF ANY WORK BY MENTION, NOTE, DETAIL ITEMIZATION OR IMPUCATION, HOWEVER BRIEF, MEANS THAT THE CONTRACTOR SHALL PROVIDE AND INSTALL SAME. ALL WORK PERFORMED SHALL INCLUDE ALL APPURTENANCES AND APPARATUS NORMALLY DEEMED TO BE A PART OF A COMPLETED PACKAGE WITHIN THE DEFINITIONS OF NORMAL INDUSTRY STANDARDS. 42. ALL WORK, COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC., AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. THEY SHALL REPAIR, AT THEIR OWN COST, ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY THEIR OPERATION. 43. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT THROUGH INSPECTION OF THE SITE, DRAWINGS, AND SPECIFICATIONS. SO AS TO THOROUGHLY UNDERSTAND THE WORK. ANY AND ALL DISCREPANCIES AND OMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPANCIES OR OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED FROM THE ARCHITECT PRIOR TO WORK BEING DONE. ANY WORK THAT PROCEEDS OTHERWISE SHALL BE, IF INCORRECTLY PERFORMED, REPLACED OR REPAIRED NTH THE COST FOR SAME BEING BORNE BY THE CONTRACTOR THEY SHALL VERIFY ALL DIMENSIONS FOR COORDINATION. 44. BEFORE COMMENCING WITH ANY WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER AND/OR BUILDING MANAGEMENT CURRENT INSURANCE CERTIFICATES IN THE AMOUNTS REQUESTED BY THE OWNER AND/OR BUILDING MANAGEMENT FOR WORKERS COMPREHENSIVE GENERAL UABILITY. BODILY INJURY AND PROPERTY DAMAGE. THE OWNER AND/OR BUILDING MANAGEMENT SHALL BE NAMED 'ADDITIONAL INSURED' ON ALL CERTIFICATES OF INSURANCE, INCLUDING THE ARCHITECT. 45. THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO TRADE OR JURISDICTIONAL DISPUTES THROUGH USE OF LABOR OR METHODS OF INSTALLATION, INCLUDING THOSE OF CONTRACTORS WHICH HAVE BEEN SEPARATELY CONTRACTED BY THE OWNER (TENANT). SHOULD ANY DELAYS OCCUR ON THE JOB SITE THROUGH VIOLATIONS OF THIS CLAUSE, THE CONTRACTOR WILL REIMBURSE THE OWNER (TENANT) FOR ALL COSTS AND DAMAGES. 46. THE CONTRACTOR IS TO PROVIDE A FULL-TIME COMPETENT SUPERINTENDENT ON THE PROJECT TO COORDINATE ALL SUBCONTRACTORS WORK AND SUPERVISE THE DAILY ACTIVITY OF THE PROJECT AS WELL AS MAINTAIN THE SITE IN A SAFE CLEAN MANNER. 47. THE CONTRACTOR SHALL BE AVAILABLE TO ATTEND A WEEKLY JOB MEETING WRING THE COURSE OF THE PROJECT. CONTRACTOR SHALL PREPARE AND DISTRIBUTE ALL JOB MEETING MINUTES, (3) DAYS PRIOR TO MEETING. 48. THE CONTRACTOR SHALL ASSUME THE FULL RESPONSIBWTY FOR THE INSTALLATION OF ALL TRADE CONTRACTS ASSIGNED BY THE CLIENT, INCLUDING GENERAL CONDITIONS, OVERHEAD AND PROFIT. 49. THE CONTRACTOR AND ALLTHEIR SUBCONTRACTORS SHALL INDEMNIFY, DEFEND. AND SAVE HARMLESS THE OWNER, ITS EMPLOYEES, AGENTS AND SUBSIDIARIES, AND THE ARCHITECT, THEIR EMPLOYEES. AND AGENTS, AGAINST AND FROM ANY AND ALL CLAIMS, DEMANDS, ACTIONS BY LAW, LIABILITIES, PENALTIES, LOSSES, EXPENSES, COSTS ONCLUDING ATTORNEYS FEES) AND JUDGMENTS OF EVERY CHARACTER WHATSOEVER FOR OR RESULTING FROM DAMAGE TO PROPERTY ONCLUDING BUT NOT LIMITED TO PROPERTY OF THE CONTRACTOR, THE OWNER, OR THE ARCHITECT) AND THEIR RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) AND FOR OR RESULTING FROM AND EMPLOYEES) AND FOR OR RESULTING FROM PERSONAL INJURIES, SICKNESS. AND DISEASE ONCLUDING DEATH) TO OR SUSTAINED BY ANY PERSON ONCLUDING BUT NOT UMITED TO THE CONTRACTOR, THE OWNER, AND THE ARCHITECT AND THEIR RESPECTIVE AGENTS, SERVANTS, AND EMPLOYEES) OCCURRING IN OR ABOUT THE CONSTRUCTION SITE, OR ARISING OUT OF OR SUFFERED WHILE ENGAGED IN OR CAUSED IN WHOLE OR IN PART BY THE PERFORMANCE OF OR FAILURE TO PERFORM THE WORK. THE FOREGOING AGREEMENT SHALL NOT EXTEND TO THE OWNER IN THE CASE OF DAMAGE OR INJURIES CAUSED BY OR RESULTING FROM THE SOLE NEGLIGENCE OF THE OWNER ITS AGENTS, SERVANTS, OR EMPLOYEES AND SHALL NOT EXTEND TO THE ARCHITECT, HIS AGENTS. SERVANTS, OR EMPLOYEES IN THE CASE OF DAMAGE OR INJURIES CAUSED BY OR RESULTING FROM THE SOLE NEGLIGENCE OF THE ARCHITECT, THEIR AGENTS, SERVANTS, OR EMPLOYEES OR CAUSED BY OR ARISING OUT OF DEFECTS IN MAPS, PLANS, DESIGNS, OR SPECIFICATIONS PREPARED, ACQUIRED, OR USED BY THE ARCHITECT, THEIR AGENTS, SERVANTS, OR EMPLOYEES. IT BEING UNDERSTOOD AND AGREED THAT FOR THE PURPOSES OF THIS SENTENCE NEITHER THE CONTRACTOR NOR ANY OF ITS AGENTS, SERVANTS. OR EMPLOYEES SHALL BE DEEMED TO BE AN AGENT, SERVANT, OR EMPLOYEE OF EITHER THE OWNER OR THE ARCHITECT AND NEITHER THE ARCHITECT NOR ANY OF THEIR AGENTS, SERVANTS, OR EMPLOYEES SHALL BE DEEMED TO BE AN AGENT, SERVANT, OR EMPLOYEE OF THE OWNER 50. ALLCONTRACTOR'S WORK SHALL BE PERFORMED IN A FIRST-CLASS, SKILLFUL MANNER, MATCHING & ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF ALL DIRT & REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE ALL ADJACENT SURFACES TO THEIR WORK SHALL BE LEFT AS THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE CONTRACTOR'S WORK TO BE DONE. CONTRACTOR SIMLL PROPERLY PROTECT ALL ADJACENT SURFACES DURING THE COURSE OF THIS INSTALLATION, ALL NEW & EXISTING GLASS, HARDWARE, &/OR CONSTRUCTION SHALL BE THOROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER 51, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS REGARDING THE LOCATIONS AND EXTENT OF BACKING OR GROUNDS, AS WELL AS ANY STRUCTURAL STEEL OR METAL ANGLES AS MAY B: REQUIRED INSIDE WALLS FOR PURPOSES OF SUPPORTING MILLWORK. THE GENERAL CONTRACTOR SHALL ENSURE THAT THE COSTS OF SUCH BACKING, GROUNDS, AND/OR STRUCTURAL SUPPORTS ARE CARRIED IN THE CARPENTRY OR MISCELLANEOUS ARCHITECTURAL METALS SUBCONTRACTORS SCOPE OF WORK. 52. BOTH THEARCHITECT AND THE OWNERS REPRESENTATIVE SHALL HAVE ACCESS TO THE DEMISED PREMISESAT ALL TIMES, AND TO THE FACTORY OR SHOP OF ANY OF THE SUBCONTRACTORS. 53. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES, OR OPENINGS TRUE AND OF PROPER SIZE IN THEIR OWN WORK, OR CUT SAME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF THEIR OWN OR OTHER CONTRACTOR'S WORK, INCLUDING THOSE WHICH HAVE BEEN SEPARATELY CONTRACTED BY THE OWNER, CONSULTING WITH OTHER CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME. IN CASE OF THEIR PROPER FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, THEY SHALL CUT THEM AFTERWARDS AT THEIR OWN EXPENSE. NO EXCESSIVE CUTTING WILL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WALL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER OR THE ARCHITECT. 54. ANY INFERIOR MATERIAL OR WORKMANSHIP SHALL BE REMOVED UPON DEMAND AND WORK SHALL BE RECONSTRUCTED AS APPROVED BY THE ARCHITECT OR THE OWNER AT THE CONTRACTOR'S SOLE EXPENSE. 55. ALLCONTRACTORS SHALL BE RESPONSIBLE FOR AN RANGING PATH BUILDING MANAGEMENT THE USE OF ELEVATORS OR OTHER HOISTING FACILITIES FOR HANDLING MATERIALS. 5& A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS SHALL BE KEPT AT THE JOB SITE FOR REVIEW BY THE ARCHITECT, 57. ALL REQUISITIONS FOR PAYMENTS FROM THE CONTRACTOR TO THE OWNER SHALL BE SUBMITTED TO THE ARCHITECT FOR PRIOR APPROVAL USING STANDARD AIA DOCUMENTS. 5B. SUBSTITUTIONS FOR MATERIALS, METHOD AND/OR SEQUENCE OF CONSTRUCTION SHALL BE REVIEWED WITH THE OWNER PRIOR TO AWARDING OF THE CONTRACT AND ALL SUCH SUBSTITUTIONS MUST RECEIVE WRITTEN APPROVAL FROM THE OWNER (THE ARCHITECT SHALL BE INVOLVED AS NEEDED.) 5S THE ARCHITECT AND THE OWNER RESERVE THE RIGHT TO LET OTHER CONTRACTORS WORK ON THE PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF SUCH WORK AND ESTABUSHING SCHEDULES FOR ALL TRADES: THEY SHALL AFFORD OTHER CONTRACTORS REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND STORAGE OF THEIR MATERIALS AND THE EXECUTION OF THEIR WORK. 60. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THEIR OWN SECURITY, TEMPORARY HEAT, WATER ELECTRICAL POWER LIGHTING, AND HOISTING. IF NEEDED COORDINATE THESE SERVICES WITH THE BUILDING MANAGEMENT. 61. ALL CONTRACTORS SHALL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL TO THE OWNER PRIOR TO COMMENCEMENT OF WORK. SHOP DRAWING SUBMITTALS SHALL BE IN THE FORM OF (4) BLACK AND WHITE PRINTS OF EACH DRAWING APPROVAL OF SHOP DRAWING SHALL INDICATE ONLY THAT SUCH DRAWINGS GENERALLY EXPRESS THE INTENT OF THE CONTRACT DOCUMENTS AND SHALL NEITHER BE CONSTRUED AS A COMPLETE CHECK NOR RELIEVE THE CONTRACTOR OF RESPONSIBUTY FOR QUANTITIES AND DIMENSIONS. ALL CONTRACTORS SHALL SUBMIT CUTS, SAMPLES AND FINISHES FOR OWNER'S WRITTEN APPROVAL PRIOR TO ORDERING OF FABRICATION. 62. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS AND SPECIFICATIONS AS THE WORK PROGRESSES, BULLETINS CHANGE ORDERS, DRAWINGS, SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH CHANGES HALL BE ISSUED TO THE CONTRACTOR WHOSE RESPONSIBILITY IT WILL BE TO DISTRIBUTE THESE IMMEDIATELY AND TO NOTIFY THE FIELD OFFICE AND ALL SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS MAY BE NECESSARY TO AVOID ERRORS IN THE WORK WHICH MAY OCCUR DUE TO THE USE OF SUPERCEDED DRAWINGS. WORK AFFECTED BY CHANGES PROPOSED IN ANY REVSED DRAWINGS OR OTHER DOCUMENTS ISSUED TO THE CONTRACTOR SHALL NOT BE EXECUTED UNLESS CHANGES ARE ACCOMPANIED BY LETTER OF AUTHORIZATION TO PROCEED ACCORDINGLY. IN CASES WHERE INSTRUCTIONS ACCOMPANYING ANY ISSUE OF REVISED DRAWINGS OR SPECIFICATIONS REQUEST ESTIMATES OF COST INVOLVED, SUCH ESTIMATES SHALL BE PREPARED AND SUBMITTED PROMPTLY IN ORDER NOT TO UNDULY EFFECT THE PROGRESS OF THE WORK. 63. THE OWNER RESERVES THE RIGHT TO REQUEST AND APPROVE OVERTIME AT THEIR DISCRETION. OVERTIME REQUESTED BY THE OWNER WILL BE PAID AT THE ADDITIONAL HOURLY RATE, PLUS INSURANCE'S AND BENEFITS WITHOUT OVERHEAD AND PROFIT. THE CONTRACTOR SHALL BEAR THE STRAIGHT TIME PORTION VWTH INSURANCE'S, ETC., OF THE OVER TIME INVOLVED. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE BUILDING MANAGEMENT TO CONFIRM BUILDING RULES, REGULATIONS, AND CONDITIONS WHICH MIGHT REQUIRE OVERTIME, AND INCLUDE THAT COST. 64. ALL EXTRA WORK MUST BE WRITTEN UP BY THE GENERAL CONTRACTOR IN THE FORM OF A CHANGE ORDER INDICATED ON IT MUST BE A FIRM PRICE FOR THE WORK. ALL CHANGE ORDERS MUST USE AIA STANDARD FORMS AND BE SUBMITTED TO THE CLIENT FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. 65. THE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORM, AS ACCEPTABLE TO THE OWNER, ALL LABOR AND MATERIALS INSTALLED BY THEM FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 66. THE CONTRACTOR SHALL MAINTAIN ALL SUCH INSURANCE'S THAT ARE REWIRED BY LAW AND BY THE BUILDING MANAGEMENT/LANDLORD WHERE THE WORK IS BEING PERFORMED. THE CONTRACTOR SHALL LIST BOTH THE OWNER, TENANT, AND THE ARCHITECT AS ADDITIONAL INSURERS FOR THE DURATION OF THE PROJECT AND THE APPLICABLE STATUTE OF LIMITATIONS. 6T UPON COMPLETION OF THE JOB, THE GENERAL CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSPECTION AND A CERTIFICATE OF SUBSTANTIAL COMPLETION U.IA. DOCUMENT 03-704) INCLUDING ALL AS -BUILT DRAWINGS. amazon ADDENDUM#1 01.13.2020 SH/JF ISSUED FOR PERMIT (REVISED) 12.13.2019 SWJF ISSUED FOR PERMIT 11.27.2019 SH/JF ISSUED FOR 75% 11.08.2019 SH/JF NO. REVISION DATE BY PROJECT MANAGER: TPG arch'Recture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 6TH FLOOR NEW YORK, NY 10001 212.768.0800 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE -USE, MISUSE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT AMAZON BURLINGAME - STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 GENERAL NOTES SEAL DATE 11.08.2019 PROJECT NO. 151962600 EO ARCy /TF SCALE AS NOTED V� pOBEWT1, J DWG NO. 36476 8/31m F A-003 CAD FILE NO. BARRICADE NOTES DEMOLITION NOTES CONSTRUCTION NOTES FFE & SIGNAGE NOTES 1, REFER TO BARRICADE ENLARGED PLAN & ELEVATION FOR ADDITIONAL INFORMATION. 2. BARRICADE GRAPHICS DESIGN GUIDELINES: • FULL BARRICADE WRAP OF RETAILER GRAPHICS TO COVER 100%OF BARRICADE SURFACE. • EXTERIOR BARRICADES SHOULD BE EITHER A MOLDED PRODUCT OR PLY -WOOD BUT SHOULD ADHERE TO THE SAME STANDARDS ABOVE. • GRAPHICS INSTALLED BY TENANT MUST BE COMPLETED WITHIN 3 DAYS OF CONSTRUCTION COMMENCEMENT. • INFORMATION SHOULD BE PROVIDED TO LANDLORD BY TENANT TWO WEEKS BEFORE LEASE EXECUTION, IF GRAPHICS ARE TO BE INSTALLED BY LANDLORD. 2. BARRICADE DOORS MUST BE SECURED AT ALL TIMES. CONSTRUCTION MATERIALS MUST BE DELIVERED BEFORE OR AFTER MALL HOURS. THE AREA OUTSIDE THE CONSTRUCTION BARRICADE MUST BE KEPT CLEAN AND FREE OF DEBRIS AT ALL TIMES. 3. BARRICADE TO BE SELF -SUPPORTED. DO NOT ANCHOR TO ANY OF THE MALL STRUCTURAL ELEMENTS. COORDINATE WITH THE MALL MANAGEMENT PRIOR TO INSTALLATION. 4. THE BARRICADE GRAPHICS SHALL BE ONSITE PRIOR TO THE CONTRACTOR'S INSTALLATION OF BARRICADE PANELS AND SHALL BE INSTALLED ALONG WITH THE BARRICADE PANELS AT THE SAME TIME. 5. PROVIDE CARPET STRIP FOR PROTECTION AT BOTTOM OF FRAMING WHERE METAL TRACK AND STRUTS BEAR ON MALL FLOORS. 1. REFER TO DEMOLITION FLOOR PLAN FOR ADDITIONAL INFORMATION. 2. PRIOR TO PROPOSAL SUBMISSION, CONTRACTOR SHALL VISIT THE SITE TO REVIEW THE EXISTING CONDITIONS ASSOCIATED WITH THE SCOPE OF WORK AND ADJACENT AREAS TO ASCERTAIN THE DIFFICULTIES WHICH WILL AFFECT THE EXECUTION OF THE WORK OF THIS CONTRACT. CONTRACTOR SHALL GET FAMILIAR WITH THE BUILDING RULES (WORK LETTER) AS WELL. 3. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE ABOVE SITE EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE RECOGN12ED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, 4. DEMOLITION SHOULD BE DONE IN NEAT WORKMANLIKE MANNER WITHIN THE LIMITS INDICATED IN THE DRAWINGS & IN ALL CASES TO THE EXTENT NEEDED TO PRODUCE THE INTENDED WORK. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION & REMOVAL OF ALL DEBRIS, DISCARDED MATERIALS AND/OR EQUIPMENT AS INDICATED ON DEMOLITION DRAWINGS AND IN ACCORDANCE WITH BUILDING MANAGEMENT RULES, APPLICABLE LAWS AND ENVIRONMENTAL REGULATIONS. 6. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT THE USE OF SERVICE ELEVATORS, SERVICES AND LOADING OPERATIONS, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION. 7. ALL FLOOR PENETRATIONS MUST BE CORE -BORED, SLEEVED, GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST FOUR (4) INCHES ABOVE FINISHED FLOOR. 8. THE EXISTING TENANT FIRE ALARM / LIFE SAFETY SYSTEM MUST BE ACTIVE DURING DEMOLITION. 9. COVER RETURN AIR OPENINGS BEFORE AND DURING CONSTRUCTION (IF ANY). 10, COORDINATE ALL DEMOLITION WORK WITH THE LANDLORD REPRESENTATIVE IN ORDER TO GUARD AGAINST SETTING OFF THE EXISTING BASE -BUILDING SMOKE DETECTORS AND OTHER EXISTING FIREA.IFE SAFETY DEVICES, 11. GENERAL CONTRACTOR IS REQUIRED TO CHECK IN WITH LANDLORD REPRESENTATIVE PRIOR TO THE START OF TENANT CONSTRUCTION. 12, GENERAL CONTRACTOR TO COORDINATE WITH LANDLORD FOR APPROVED TIMES, PROCESSES, PROCEDURES FOR DEMO AND REMOVAL PER LANDLORD TENANT CONSTRUCTION CRITERIA 13, ALL MAJOR DEMOLITION AND NOISE CREATING WORK SHALL BE COORDINATED IN ADVANCE WITH BUILDING MANAGEMENT FOR ALLOWABLE HOURS OF OPERATION. DEMOLITION WHICH PER BUILDING MANAGEMENT JUDGMENT MAY CAUSE DISRUPTION AND/OR DISTURB OTHER TENANTS MUST BE DONE ON OVERTIME AND NOT DURING NORMAL BUSINESS HOURS. 14, GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF MATERIALS FROM BUILDING ON DAILY BASIS. DO NOT MIX CONSTRUCTION DEBRIS WITH THAT OF BUILDING TENANTS. 15. ALL BUILDING SHUTDOWNS - ELECTRICAL, PLUMBING, HVAC EQUIPMENT, FIRE & LIFE SAFETY (CLASS'F) SYSTEMS MUST BE COORDINATED WITH BUILDING MANAGEMENT. 16, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LOSSES INCURRED IN THE EVENT THAT THE LOSSES OF ANY SERVICE OR DAMAGE CAUSED BY THE DEMOLITION PREVENTED OTHER TENANTS FROM CONDUCTING BUSINESS. 17, DO NOT BLOCK OR USE EXISTING STAIR CASES TO TRANSPORT DEMOLITION MATERIALS. IMMEDIATELY CLEAN & REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS, ELEVATOR & SERVICE ELEVATOR LOBBIES AFTER DEMOLITION OPERATION & BEFORE COMMENCEMENT OF THE NORMAL WORK DAY. 18. ANY REMOVAL IN THE CEILING PLENUM OF FLOOR BELOW OR AT THE FLOOR ABOVE FOR ELECTRICALIMECHANICAI/PLUMBING SHALL BE COORDINATED WITH BUILDING MANAGEMENT FOR ALLOWABLE HOURS OF OPERATION. 19. GENERAL CONTRACTOR CAN RECYCLE DEMOLITION MATERIALS BY CONTACTING THE FOLLOWING MANUFACTURERS & RETAILERS: A. FIRST'GREEN' SALVAGE RETAILER LOCATED IN NYC @ WWW.BIGNYC.ORG. R CARPET TILES,'INTERFACE' REENTRY PROGRAM, SUSAN LEWIS 14188-7335873 C. 'US GYPSUM, DRYWALL & CEILING TILES RECYCLING, SANDY MULT 1S0 0S87-8744/8898, SMULXERN@USG.COM D. CEILING TILES,'ARMSTRONG', @ WWW.ARMSTRONG.COMENVIRONMENT E. CARPET,THE MOHAWK GROUP', 1S773RE-CYCL F. RAISED FLOORING, TRISTATE COMPUTER FLOORING, EDWARD A LYNCH 1-973-238-4475/120 G. CARPET, PADDING, VIC,'CARPETCYCLE, LLC, PETER B. SMITH 1-90835359W 14. REMOVAL OF OFFICE FURNITURE, WORK STATIONS, FILE CABINETS, SHELVING & CUSTOM MILLWORK TO BE DONE AS INDICATED ON DEMOLITION PLAN, UNLESS OTHERWISE NOTED. 15. IF NO DEMOLITION WORK IS TO OCCUR IN THE EXISTING CORE TOILETS, TENANT (OWNER) WILL DESIGNATE SINGLE TOILET TO BE USED BY THE DEMOLITION CREW. PROVIDE MASONITE FLOOR AND WALL PROTECTION AT THAT TOILET & AFTER THE DEMOLITION IS COMPLETE CLEAN & REPLACE ANY DAMAGED FIXTURES &ACCESSORIES. I& REMOVE ALL EXISTING CONSTRUCTION MATERIALS IN AREAS AS INDICATED ON PLANS & AS INDICATED IN THE NOTES & KEY NOTES. ALL REFERS TO ALL CONTRACT AREAS NOT INDICATED TO REMAIN (N.I.C.) SUCH AS: BUILDING CORE MECHANICAL, ELECTRICAL & RISER ROOMS, STAIRS, TOILETS 8 SERVICE ELEVATOR LOBBY. 17. ALL DOORS, FRAMES, HARDWARE & SADDLES IN AREA OF WORK ARE TO BE REMOVED AND DISPOSED OF, UNLESS OTHERWISE INSTRUCTED BY THE BUILDING MANAGEMENT. ALL CORE DOORS ARE TO REMAIN AND TO BE PROTECTED WITH MASONITE PRIOR TO START OF DEMOLITION. PROTECT & SEA THE ELEVATOR DOORS TO PREVENT SPREADING OF DUST THRU ELEVATOR SHAFT & OTHER FLOORS. 18. ALL EXISTING PARTITIONS IN DESIGNATED AREAS TO BE REMOVED IN THEIR ENTIRETY FROM SLAB TO SLAB INCLUDING ALL FINISHES, DRYWALL, TRACKS, STUDS, INSULATION AND ELECTRICAL DEVICES. 19. ANY DAMAGE THAT OCCURED DURING DEMOLITION WORK TO PERIMETER WALLS & PIERS, INTERIOR COLUMNS & INTERIOR CORE WALLS TO REMAIN TO BE REPAIRED. 20. ALL FLOOR COVERING INCLUDING CARPETS (BROADLOOM & TILES), VCT, STONE TILES AND WALL BASE TO BE REMOVED, UNLESS OTHERWISE NOTED. SCRAPE AND REMOVE ALL ADHESIVES, GROUT & WATERPROOFING AS NECESSARY. PATCH/FILL FLOOR AS NECESSARY TO A SMOOTH LEVEL FINISH. 21. ALL EXISTING BUILDING FIRE DAMPERS, FIREISMOKE DAMPERS, DUCT MOUNTED SMOKE DETECTORS AT SUPPLY AND RETURN AIR SHAFTS TO REMAIN. 22. PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING DUCTS &PIPING TO REMAIN WHICH ARE AFFECTED BY THE DEMOLITION OF EXISTING CEILING & PARTITIONS. SEAL DUCT OPENINGS TO PREVENT DUST FROM SPREADING THRU THE BUILDING. 23. BEFORE STARTING THE DEMOLITION IDENTIFY & TAG BMS SYSTEM DEVICES WI BUILDING ENGINEERIMANAGEMENT. DO NOT REMOVE THOSE DEVICES UNLESS OTHERWISE INSTRUCTED BY THE BUILDING MANAGEMENT. 24, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY LIGHTING & POWER IN AREA OF WORK. 25. GENERAL CONTRACTOR SHALL HAVE A LICENSED ELECTRICIAN ON PREMISES DURING DEMOLITION AFFECTING ELECTRICAL LINES IN AREA OF WORK. 26. ALL LIGHT FIXTURES, SWITCHES AND ASSOCIATED WIRING AND CONDUIT IN AREA OF DEMOLITION SHALL BE REMOVED, UNLESS OTHERWISE NOTED. 27. ALL WIRES RUNNING BELOW THE FLOOR SLAB, RAISED FLOOR & IN EXISTING UNDER FLOOR CELL SYSTEM ARE TO BE REMOVED IN THEIR ENTIRETY. PROBE ALL CABLES PRIOR TO REMOVAL & DO NOT INTERRUPT THE SERVICE TO OTHER TENANTS. 28. IDENTIFY WITH BUILDING ENGINEER/ MANAGEMENT ALL ELECTRICAL EQUIPMENT, TRANSFORMERS, METERS, PANELS, CONDUITS, WIRE HOMERUNS & EXISTING CIRCUITS IN AREAS NOT INDICATED FOR DEMOLITION &ARE TO BE LEFT IN OPERATION CONDITION. 29. ANY AND ALL ELECTRICAL, DATA AND TELEPHONE RECEPTACLES, WIRING, CABLES, CONDUITS, ETC. IN ARE$ OF DEMOLITION TO BE REMOVED IN THEIR ENTIRETY BACK TO THEIR SOURCES, PANEL DIRECTORIES SHALL BE UPDATED ACCORDINGLY, W ALL FLOOR POKE THROUGHS ARE TO BE REMOVED IN THEIR ENTIRETY & CONCRETE SLAB PATCHED TO MATCH ORIGINAL MATERIALS & FIRE RATING, 31. EXISTING FIRE ALARM DEVICES AT BUILDING CORE & ADJACENT TO STAIRS TO REMAIN AND ARE TO BE OPERATIONAL DURING DEMOLITION. ALL DEVICES SHALL BE PROPERLY PROTECTED. 32. EXISTING STROBE LIGHTS AT BUILDING CORE TO REMAIN & ARE TO BE OPERATIONAL AT ALL TIMES. STROBE LIGHTS IN DEMOLITION AREA TO BE SUSPENDED FROM THE SLAB ABOVE, UNLESS OTHERWISE INSTRUCTED BY THE BUILDING MANAGEMENT. 33. EXISTING EXIT LIGHT SIGNS AT STAIRS& THE AREA OF DEMOLITION TO REMAIN & TO BE SUSPENDED FROM THE SLAB ABOVE. DO NOT CUT EXISTING CABLING. CABLING TO BE COILED & LEFT HANGING NEAR THE SIGN. 34, AT COMPLETION OF DEMOLITION ALL DAMAGED FIREPROOFING& FIRESTOPPING ON EXISTING BUILDING STRUCTURAL COMPONENTS ARE TO BE RESTORED TO ITS ORIGINAL FIRE INTEGRITY. 35. AT COMPLETION OF DEMOLITION ALL OPENINGS IN CONCRETE SLAB TO BE FILLED TO MATCH EXISTING THICKNESS & MATERIALS. FIREPROOFING& FIRESTOPPWG IS TO BE RESTORED TO ITS ORIGINAL FIRE INTEGRITY. 36. CONCRETE FLOOR SLAB SHALL BE LEFT SMOOTH, LEVEL & CLEAN. SHOP VACUUM AT COMPLETION OF DEMOLITION. 1. REFER TO CONSTRUCTION FLOOR PLAN FOR ADDITIONAL INFORMATION. 2- DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER THE SCALE ON THE CONSTRUCTION DOCUMENTS. 3, GENERAL CONTRACTOR SHALL NOTIFY THE LANDLORD PRIOR TO UNDERTAKING ANY CUTTING OF AND / OR PENETRATIONS THROUGH THE EXISTING BUILDING REINFORCED CONCRETE CEILING OR FLOOR SLABS. COORDINATE ALL WORK WITH LANDLORD REQUIREMENTS. GENERAL CONTRACTOR SHALL ENSURE THAT ALL REQUIRED FLOOR OR ROOF SLAB CUTS AND/OR PENETRATIONS ARE CORE BORED. 4. GENERAL CONTRACTOR SHALL X-RAY AND FIELD VERIFY THAT THERE ARE NOT EXISTING CONCRETE SLAB POST -TENSIONING RODS, EXISTING UNDERSLAB UTILITY LINES, AND / OR ANY OTHER CONDITIONS THAT MAY BE AFFECTED BY THIS WORK PRIOR TO UNDER -TAKING ANY REQUIRED BORING OF REINFORCED CONCRETE SLABS (IN -SITU, POST -TENSIONED, PRE -TENSIONED, OR OTHERWISE). 5. GENERAL CONTRACTOR SHALL ENSURE THAT ALL OPENINGS AND PENETRATIONS AT FLOOR / CEILING SLABS AND FIRE -RATED DEMISING WALL ASSEMBLIES ARE FULLY SLEEVED, FIRE -STOPPED, & FULLY WATERPROOFED. 6. ALL DIMENSIONS SHOWN ARE FROM THE FACE OF FINISHED GYP. SURFACE TO GYP. SURFACE UNLESS OTHERWISE NOTED ON PLANS. REFER TO SHEET A-601 PARTITION TYPES FOR ADDITIONAL INFORMATION. GENERAL CONTRACTOR TO HOLD ALLOWANCE FOR FLOOR LEVELING. 7. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADERS AND JAMBS, AS REQUIRED TO MAKE ASSEMBLY RIGID. & GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND MILLWORK APPLIED / INSTALLED ITEMS FOR FIRM, LEVEL, AND SECURE INSTALLATION OF SUCH ITEMS ON WALLS, COLUMNS, ETC. GENERAL CONTRACTOR SHALL COORDINATE WITH THE MILLWORK CONTRACTOR FOR ALL SUCH BLOCKING REQUIREMENTS PRIOR TO CLOSING UP ANY AND ALL WALL SURFACING, COLUMNS, ETC. AS REQUIRED BY GODE, ALL SUCH BLOCKING AND SUPPORTS SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENTS. 9. ALL WOOD MEMBERS REWIRED BY CODE TO BE FIRERETARDANT TREATED, PROVIDE PRESSURE IMPREGNATK)N WITH FIRERETARTANT CHEMICALS TO MEET UL PRS FIRE HAZARD CLASSIFICATION. ALL SUCH WOOD MEMBERS SHALL BE IDENTIFIED WITH A UL LABEL CERTIFY THIS CLASSIFICATION AND FM DIAMOND. 10, APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 11. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR WALLS SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO 'UL' STANDARDS FOR THROUGH PENETRATION RRESTOP SYSTEMS. THE GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS THAT SHOW COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT. SUCH DRAWINGS SHALL BE MADE AVAILABLE TO ANY CITY INSPECTOR. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES CLEARLY DEFINED. 12. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS AND STRUCTURE, PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES, THE GENERAL CONTRACTOR SHALL VERIFY ALL SURFACES OF THE TENANTS DEMISING WALLS TO ENSURE THAT FIRE -RATED GYPSUM BOARD IS IN GOOD CONDITION AND THAT SUCH SURFACES SATISFY ALL APPLICABLE FIRE PROTECTION CODES. REPAIR ANY SUCH SURFACES AS NECESSARY; VERIFY ALL SUCH REPAIRS W/THE LANDLORD. GENERAL CONTRACTOR RESPONSIBLE FOR AND SHALL REPLACE ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE AND/OR DAMAGED WRING THE PROCESS OF DEMOLITION AND CONSTRUCTION. 13, ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRING TO RAVE METAL CORNER BEADS. TAPE, PLASTER, AND SAND SMOOTH. REFER TO CORRESPONDING DETAILS ON SHEET AS03 MISCELLANEOUS DETAILS FOR ADDITIONAL INFORMATION. 14. ACCESS PANELS IN WALL FOR PLUMBING, MECHANICAL, ELECTRICAL ACCESS SHALL BE FLUSH FRAMELESS GYP. BOARD PANELS, SEE SPECIFICATIONS. 15. GENERAL CONTRACTOR RESPONSIBLE FOR THE FINAL CLEAN-UP OF THE ENTIRE PREMISES, INCLUDING BUT NOT LIMITED TO THE FLOORS, MILLWORK, FDCTURES, EQUIPMENT, ETC. FOLLOWING THE INSTALLATION OF THE MILLWORK 16 FINAL PLACEMENT OF ALL PARTITIONS TO BE APPROVED IN THE FIELD BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF ANY WORK. 17. THE GENERAL CONTRACTOR SHALL LAYOUT PARTITIONS STARTING FROM CONDITIONS WHERE ALIGNMENT WITH EXISTING CONSTRUCTION IS SHOWN. 18. ALL PARTITION DIMENSIONS ARE FROM FINISHED SURFACE OR FROM FACE OF CONVECTOR ENCLOSURE, UNLESS OTHERWISE NOTED. 19. ALL WOOD SPECIFIED AND/OR USED ON THIS PROJECT, SHALL BE FIRE RESISTANT MATERIAL IN ACCORDANCE WITH ALL APPLICABLE CODES. 20_ WHERE A PARTITION MEETS THE WINDOW MULLION, PROVIDE A CONTINUOUS COMPRESSIBLE FILLER STRIP. A SOUNDPROOFING FILLER PANEL SHALL BE USED INSIDE THE METAL CONVECTOR ENCLOSURE TO PREVENT SOUND TRANSMISSION. 21. ALL METAL TRIMS ON GYPSUM BOARD PARTITIONS SHALL BE TYPE #200 SERIES AS MANUFACTURED BY U.S. GYPSUM OR EQUIVALENT. 22, ALL GYPSUM BOARD PARTITIONS,CEILINGS, FASCIAS, AND SOFFITS SHALL BE PROPERLY BRACED. BRACING SHALL INCLUDE THE APPROPRIATE BLOCKING AND STRUCTURAL SUPPORTS NECESSARY TO ACCOMMODATE THE WEIGHT LOAD OF THE SPECIFIED PRODUCT OF DETAIL. 23. ALL GYPSUM BOARD SHALL BE INSTALLED VERTICALLY IN FULL LENGTH SECTIONS. 24. WATER RESISTANT PARTITIONS TO BE USED AT ALL RESTROOMS, PANTRIES, KITCHENS OR ANY OTHER SPACE HAVING WATER SOURCE. THE NEW FULL HEIGHT PARTITION TO USE t WATER RESISTANT PURPLE BOARD GOLD BOND XP BRAND WATER, MOISTURE RESISTANT GYPSUM BOARD AS MFG. BY NATIONAL GYPSUM CO. AND j THICK DURA ROCK ON WET SIDE OF PARTITION, ALL WITH PROPER MOISTURE BARRIERS WITH SOUND ATTENUATION BLANKET WITHIN FULL HEIGHT PARTITION, SLAB TO SLAB. 25, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAPING AND SPACKLING [(3) COATS MINIMIUM] ON ALL GYPSUM BOARD, AS WELL AS PATCHING AND REPAIRING ALL WALLS, CEILINGS, AND COLUMNS TO REMAIN AS EXISTING 26. ALIGN PARTITIONS WHERE NEW WALLS ABUT EXISTING COLUMN AND/OR WALLS: 27. A DRYWALL TO PLASTER OR DRYWALL: REMOVE EXISTING CORNER BEAD TAPE AND SPACKLE JOINT [(3) COATS MINIMUM[ EXCEPT AT COLUMN WHERE GYPSUM BOARD WILL PASS OVER COLUMN FACE. 2& B. PLASTER TO PLASTER: REMOVE EXISTING CORNER BEAD. REINFORCE JOINT WITH WIRE MESH AND PLASTER TO FORM A SMOOTH, PLUMB, CONTINUOUS SURFACE. 29. GENERAL CONTRACTOR SHALL CAP ALL EXPOSED EXISTING PIPING NOT BEING USED BEHIND FINISH SURFACE. 30. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO PROVIDE ACCESS DOORS FOR ALL PLUMBING, ELECTRICAL, HVAC, ETC. AS REQUIRED TO ACCESS EQUIPMENT OR CONTROLS. LOCATION(S) TO BE APPROVED BY THE OWNER (OR ARCHITECT AS NEED). 31. THE GENERAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS ON THE SITE WHICH MIGHT REQUIRE ACCESS DOORS, AND SHALL INCLUDE IN THEIR BID COST OF FURNISHING AND INSTALLING THESE ACCESS DOORS. 32. GENERAL CONTRACTOR TO PATCH ALL FIREPROOFING/FIRESTOPPING ON ANY AND ALL STEEL COLUMNS, BEAMS, EXPOSED STEEL DECKING, FLOOR OPENINGS OR ANY OTHER AREA REQUIRED BY CODE. IN SITUATIONS WHERE THE SPACE IS FULLY DEMOLISHED, PRIOR TO SUBMITTING A BID, THE GENERAL CONTRACTOR WILL OWN ALL RESPONSIBILITY TO REPLACE ANY MISSING FIREPROOFING AND/OR FIRESTOPPING IN ORDER TO PROVIDE A CODE COMPLIANT SPACE. 33. ALL EXISTING DOORS, DOOR FRAMES OR HARDWARE TO REMAIN OR BE REUSED SHALL BE PATCHED, REPAIRED, UNDERCUT, OR ADJUSTED AS REQUIRED FOR A PROPER INSTALLATION. 34, ALL DOORS, EXISTING AND NEW, TO BE UNDERCUT TO%' AF.F. UNLESS OTHERWISE NOTED. 35. ALL DOORS (NEW AND EXISTING) SHALL HAVE DOOR STOPS AND BUMPERS OR SILENCERS. DOOR STOPS TO BE FLOOR MOUNTED TYPE, UNLESS OTHERWISE NOTED. 36. ALL LOCKSETS SHALL BE MASTER KEYED AS REQUIRED BY THE BUILDING MANAGEMENT. SEE DOOR SCHEDULEMARDWARE SCHEDULE FOR INFORMATION. 37. CONTRACTOR SHALL FURNISH AND INSTALL FIRE RETARDANT BLOCKING IN CEILINGS OR PARTITIONS AS REQUIRED, WHERE WALL MOUNTED EQUIPMENT OR CABINETRY IS INDICATED. BLOCKING TO BE SIZED ACCORDINGLY TO THE WEIGHT. 38. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL BLOCKING AND GROUNDS AS REQUIRED FOR THE INSTALLATION OF ANY WINDOW BLINDS OR TREATMENTS, MILLWORK AND ANY WALL SUPPORTED FURNITURE ITEMS TO BE INSTALLED BY THE CLIENT'S FURNITURE DEALER. 39. WHERE METAL AND GLASS PARTITION IS SPECIFIED, GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF FLOOR SLAB AS MAY BE REQUIRED FOR A PLUMB, LEVEL INSTALLATION. GENERAL CONTRACTOR TO PROVIDE CAULKING AND SEALING AT ALL LOCATIONS OF DRYWALL PARTITION AND METAL GLASS FRAME. 40. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND REPAIRED AS REQUIRED AND PREPARED TO RECEIVE NEW FINISHES PER FINISH PLAN. 41. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK, SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO'LIKE NEW CONDITION. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE AND, RELATIVE TO GENERAL NOTE AS OF THE GENERAL NOTES, NOTIFY THE ARCHITECT OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING. 42. AT ALL LOCATIONS WHERE NEW ELECTRICAL AND VOICEDATA OUTLETS OR ANY OTHER TYPE OF DEVICE IS TO BE INSTALLED AT EITHER CORE WALL, COLUMNS AND/OR PERIMETER WALLS, THE GENERAL CONTRACTOR AND THEIR DRYWALL SUBCONTRACTOR ARE TO INCLUDE FURRING OUT THOSE CORE WALLS AND COLUMNS AS NEEDED USING 2-10 METAL STUDS SLAB TO SLAB WITH 5/8' GYPSUM BOARD TO 6'ABOVE FINISHED CEILING IN ORDER TO ACCOMMODATE ANY AND ALL CONDUITS AND BACK BOXES. GENERAL CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES. 43. MOUNTING HEIGHTS: ALL STROBES, PULL BOXES, FIRE EXTINGUISHERS, SIGNAGE, INCLUDING ALL ELEVATOR CALL BUTTONS AND INDICATOR LIGHTS, ETC. TO REMAIN ARE TO BE RAISED OR LOWERED TO SPECIFIED MOUNTING HEIGHTS IN AREAS OF WORK, AS PER CODE. 44. TYE GENERAL CONTRACTOR TO PROVIDE ATTIC STOCK OF ALL FINISHES, CARPET, FLOOR TILES, AND ALL OTHER APPLIED MATERIAL AS APPLICABLE AT END OF PROJECT FOR OWNER'S FUTURE USE. WATERPROOFING NOTES 1. WATERPROOF MEMBRANE AND FLOOR DRAIN REQUIRED IN ALL TOILET ROOMS, KITCHENS, FOOD PREPARATION AREAS, AND ANY OTHER LOCATIONS WHERE WATER IS USED WHEN FLOORING IS NOT EXPOSED CONCRETE. CONFIRM WITH LANDLORD ANY REQUIREMENTS FOR WATERPROOFING WHERE FLOORING IS EXPOSED CONCRETE. WHEN NEEDED, EXTEND MEMBRANE UP WALL AS REQUIRED BY LANDLORD. INSTALLATION OF WATERPROOFING MUST BE DONE PER LANDLORDS SPECIFICATIONS. 2. INSTALLATION OF WATERPROOFING MUST BE DONE PER LANDLORD'S SPECIFICATIONS AND PERFORMED BY THE LANDLORD'S DESIGNATED CONTRACTOR (AT TENANTS EXPENSE). GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE. 3. REMOVE ALL EXISTING TILE AND SETTING BED DOWN TO THE EXISTING CONCRETE SLAB. 4. ALL SHARP EDGES NEED TO BE CHIPPED DOWN TO A SMOOTH SURFACE. GROUT SETTING BED NEEDS TO HAVE ALL SHARP EDGES REMOVED IN THE SAME MANOR. 5. REMOVE ALL TILE BASES AND CUT-UP DRYWALL SURFACE WALL ABOVE THE EXISTING CONCRETE FLOOR. WATERPROOFING TO MEET LANDLORD REQUIREMENTS, THIS IS TYPICAL AT ALL WALLS ALLOWING THE NEW WATERPROOFING FLASHING TO TURN UP THE WALL. 6. REMOVE ALL EQUIPMENT FROM THE SPACE. ALL PENETRATIONS AND PROTRUSIONS NEED TO BE INSTALLED PRIOR TO INSTALLATION OF NEW WATERPROOFING. 7. ANY AREAS OF DAMAGED CONCRETE OR OPENINGS NO LONGER IN SERVICE SHOULD BE PATCHED AND FILLED WITH NEW CONCRETE. IN THE EVENT THE SURFACE 15 IN POOR CONDITION AND IRREGULAR FROM THE ORIGINAL SETTING BED FROM BEING WELL ADHERED TO THE SURFACE THE FOLLOWING PRODUCTS MAY BE USED: ARDEXCD CONCRETE DRESSING CAN BE USED TO REPAIR SURFACES OF EXISTING CONCRETE. ANOTHER TYPE OF SURFACE TREATMENT CAN BE US CONCRETE PRODUCTS, U.S. THIN PATCH FOR THE EXISTING SURFACE PREPARATION. 8. REMOVE ALL DIRT AND DEBRIS AND ANY OIL OR GREASE FROM THE SURFACE OF THE CONCRETE. 9. IF THE EXISTING CONCRETE SURFACE HAS AREAS OF DEPRESSION OR RISES IN THE SURFACES AND IS GOING TO AFFECT THE OVERALL LOOK OF THE TILE INSTALLATION, THE SURFACE OF THE NEW WATERPROOFING MEMBRANE SHOULD BE LEVELED PRIOR TO THE INSTALLATION OF TILE. 10, AFTER INSTALLATION OF SARNAFIL WATERPROOFING MEMBRANE, FLOAT/SCREED OVER THE ENTIRE SURFACE OF THE WATERPROOFING MEMBRANE WITH A THIN LAYER OF A MORTAR AND/OR GROUT BED MIX THICKNESS OF THE SETTING BED SHOULD VARY FROM 3/8' TO 1/2' IN THICKNESS. CARE SHOULD BE TAKEN NOT TO DAMAGE THE MEMBRANE WATERPROOFING WITH THE EDGES OF SHARP TROWELS. 11. IF THE FLOOR IS IN GOOD CONDITION AND FAIRLY LEVEL TO SIGHT, AND AT THE DISCRETION AND APPROVAL OF THE LANDLORD, THE TILE MAY BE SET OVER THE WATERPROOFING MEMBRANE WITHOUT THE USE OF A TIN SETTING BED OF MORTAR. THE TILE WILL NEED TO BE INSTALLED OVER A SETTING BED USING A 3/8' NOTCHED TROWEL. 1Z ALL FLOOR PREPARATION HAS TO BE INSPECTED AND APPROVED BY THE LANDLORD PRIOR TO INSTALLATION OF THE WATERPROOFING MEMBRANE AND THE NEW TILE FLOOR. 1. REFER TO FFE& SIGNAGE FLOOR PLAN FOR ADDITIONAL INFORMATION. 2. ALL ITEMS OF MILLWORK INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE PERFORMED BY SKILLED MECHANICS USING THE BEST TECHNIQUES KNOWN TO THE TRADE AND IN CONFORMANCE WITH ALL TRADE STANDARDS, SPECIFICALLY THE 'PREMIUM GRADE' QUALITY STANDARDS AND THE GUIDELINES FOR 'HIGH PRESSURE LAMINATE' OF THE ARCHITECTURAL WOODWORK INSTITUTE. 3. MILLWORK SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS PLUS SAMPLES OF ALL NEWLY PROPOSED FINISHES/ALTERNATES TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF ANY WORK. 4. MILLWORK SUBCONTRACTOR IS RESPONSIBLE FOR COORDINATING AND SCHEDULING THEIR WORK WITH THE GENERAL CONTRACTOR 5. MILLWORK SUBCONTRACTOR SHOULD INSPECT THE ALIGNMENT OF ALL GYPSUM BOARD CONSTRUCTION AND SHOULD NOTIFY THE ARCHITECT OF ANY CONDITION THAT WOULD PREVENT THEM FROM COMPLETING THEIR WORK. 6. ALL MILLWORK SHALL HAVE A FINE, SMOOTH FINISH, FREE FROM MACHINE OR TOOL MARKS, ABRASIONS OR RAISED GRAIN ON EXPOSED SURFACES. JOINTS SHALL BE TIGHT AND SO FORMED AS TO CONCEAL SHRINKAGE. MITERS OR MORE FROM HEEL TO POINT SHALL BE GLUED 4' AND FEATHERED, LOCKED, SPLINED, AND DOWELED. TENONS AND DOWELS SHALL BE OF HARDWOOD AND SPACED NOT LESS THAN 3- ON CENTER. JOINTS SHALL BE MADE WITH WATER-RESISTANT GLUE OR HOT GLUED UNDER PRESSURE. ALL EXPOSED WORK SHALL BE FULLY ASSEMBLED IN THE SHOP IN AS LARGE A UNIT AS PRACTICAL, THEN DELIVERED AND INSTALLED. 7, SCREW AND GLUE ALL JOINTS AND CONNECTIONS. NO NAILING PERMITTED. 8, MILLWORK SUBCONTRACTOR SHALL USE FIRE -RETARDANT WOOD WHEN REQUIRED BY AHJ AND/OR LANDLORD. 9, ALL HIGH-PRESSURE PLASTIC LAMINATE WORK SHALL BE SOLID, IN ONE PIECE AND WITHOUT SPLICE JOINTS (EXCEPT WHERE PROHIBITED BY THE MAXIMUM AVAILABLE SIZE OF THE MANUFACTURED PLASTIC LAMINATE MATERIALS) AND SHALL BE BONDED TO THE CORE STOCK USING THE'HOT PLATE' PRESS METHOD. ALL EDGES AND EXPOSED CORNERS TO BE FINELY JOINED; UNSIGHTLY JOINTS, NICKS, SCRATCHES, CHOPS, DEFECTS, WAVY OR UNEVEN LAMINATION WILL BE REJECTED. IF JOINTS ARE REQUIRED DUE TO LENGTH OF UNIT, JOINTS TO BE CENTERED SYMMETRICALLY OVER THE LENGTH OF THE UNIT. 10. ALL SURFACES TO BE LAMINATED (PLASTIC LAMINATE OR VENEERED)SHALL BE WITH THE SAME TYPE OF MATERIAL ON THE BOTH SIDES (HACKING) WHETHER VISIBLE OR NOT. PANEL AND PLYWOOD BACKS NOT EXPOSED TO VIEW SHALL BE VENEERED WITH THE SAME SPECIES AND THICKNESS OF VENEER USED FOR THE FACES, FOR BALANCED CONSTRUCTION. HOWEVER, THE VENEERED SURFACES NOT EXPOSED TO VIEW NEED NOT BE MATCHED. 11. MILLWORK CABINETRY WHERE THE DOORS HAVING PLASTIC LAMINATE FACES SHALL ALSO HAVE HACKS AND EDGES OF THE SAME PLASTIC LAMINATE AS THE FACE. DRAWERS HAVING PLASTIC LAMINATE FACES SHALL HAVE BIRCH VENEER SOLID CORE INTERIOR CONSTRUCTION (BOTTOM AND SIDES) WITH CLEAR LACQUER FINISH. DRAWER FRONT AND SIDES TO BE GROOVED TO RECEIVE (3) PLY BOTTOM PIECE. 12. MILLWORK SUBCONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR ON THE LOCATION AND INSTALLATION OF ALL GROUNDS AND BLOCKING INSIDE NEW OR EXISTING PARTITIONSWALL CONSTRUCTION RELATED TO MILLWORK THAT NEEDS TO BE WALL SUPPORTED, INCLUDING ANY OF CLIENTS FURNITURE SYSTEMS WHICH ALSO REQUIRES GROUNDS AND BLOCKING TO SUPPORT WEIGHT. 13. WHERE ELECTRICAL WORK IS SPECIFIED IN CABINETS, LAMPS AND FIXTURES ARE TO BE PROVIDED BY THE OWNER. CUTOUTS FOR SWITCHES, OUTLETS, AND WIRING DEVICES TO BE INSTALLED IN CABINETRY IN THE FIELD ARE BY THE WOODWORK CONTRACTOR AND ARE TO BE COORDINATED BY THE GENERAL CONTRACTOR. 14. MILLWORK SUBCONTRACTOR SHALL PROVIDE ALL HARDWARE REQUIRED FOR FINISHED INSTALLATION OF CABINETS. 15. FIELD VERIFY LOCATION OF ALL HOLES THROUGH ALL NEW COUNTERTOPS AND MILLWORK. PROVIDE A GROMMET INSERT AT EACH LOCATION WERE ELECTRICAL, VOICEIDATA OUTLETS OCCUR. SEE DETAILS FOR SIZES, LOCATIONS AND FINISHES OF GROMMET. 16. MILLWORK SUBCONTRACTOR SHALL SHIM AND LEVEL ALL COUNTERS TO BE LOCATED OVER FILES, AND PROVIDE A STABLE TEMPORARY SUPPORT UNTIL FILES ARE DELIVERED FOR INSTALLATION. CONTRACTOR TO PROVIDE FILLER STRIPS AS REQUIRED BETWEEN FILE CABINETS AND COUNTERTOPS, AND BETWEEN CABINETS AND SURROUNDING WALLS AND CEILINGS. 17. MILLWORK SUBCONTRACTOR IS RESPONSIBLE TO CLEAN AND POLISH AND TOUCHUP AS REQUIRED ALL WOODWORK AFTER THE INSTALLATION IS COMPLETED. 18. ALL CUSTOM ASSEMBLIES INCLUDING BUILT-IN LIGHTING DEVICES MUST BE UL' APPROVED. VENDOR TO VERIFY ALL LOCAL JURISDICTION REQUIREMENTS AND CONFIRM COMPLIANCE. 19. ALL FIXTURES ATTACHED TO PARTITIONS, GROUNDS, ETC, SHALL MEET THE FLAME SPREAD RATING REQUIRED AND COMPLY WITH THE GOVERNING BUILDING FIRE CODES. ALL BLOCKING MUST BE FIRE RETARDANT. (TYP. THROUGHOUT). 20, THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT JOB SITE AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. COORDINATE WITH FIXTURES VENDORS AND OTHER TRADES AS NEEDED. 21. THE FIXTURES VENDOR IS TO FURNISH SHOP DRAWINGS TO THE OWNER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION WHEN REQUIRED. SEE GENERAL PROJECT NOTES. 22. NO FIELD FINISHING SHALL BE PERMITTED. MINOR TOUCH-UPS ARE PERMITTED. 23. GENERAL CONTRACTOR IS TO VERIFY FULTURE COUNTS WITH VENDORS, COORDINATE SCHEDULING WITH MILLWORKER AND PROVIDE GENERAL CONDITIONS REQUIRED FOR PROPER INSTALLATION AND CLEAN-UP. 24. REFER TO STRUCTURAL DRAWINGS FOR FIXTURE ANCHORAGE DETAILS WHERE APPLICABLE. 25, ALL SIGNAGE IS SHOWN FOR CLARITY& DESIGN PURPOSES ONLY -TO BE FILED & PERMITTED UNDER SEPARATE APPLICATION BY OTHERS. 26. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE VENDOR PROVIDING APPROPRIATE SCHEDULING NOTICE PRIOR TO SCHEDULED DATE OF INSTALLATION. 27. GENERAL CONTRACTOR COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. 28. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE AS NEEDED. 29. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE OWNER FOR APPROVAL. 30. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN LANDLORD APPROVAL, 31, SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO THE OWNER AND GENERAL CONTRACTOR AS NEEDED. GENERAL CONTRACTOR TO NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH DESIGN DRAWINGS. amazon S";IIiioa ADDENDUM IN 01.13.2020 SH/JF ISSUED FOR PERMIT (REVISED) 12.13.2019 SHIJF ISSUED FOR PERMIT 11.27.2019 SHIJF ISSUED FOR 75% 11.08.2019 SH/JF 40. REVISION DATE BY PROJECT MANAGER: TMVchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, STH FLOOR, NEW YORK, NY 10001 212.768.0800 I TPOARCHLTECTURE.COM AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE -USE, MIS -USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 DRAWING GENERALNOTES DATE 11.08.2019 PROJECT NO. 1519626-00 SCALE AS NOTED DWG NO, A-004 CAD REFLECTED CEILING NOTES FINISH NOTES PAINT FINISH NOTES FLOOR FINISH NOTES F3 R x � 1. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. 2. RCP TAKEN FROM T-O" AFF LOOKING UP. 3. ALL MEP INFORMATION SHOWN FOR DESIGN INTENT ONLY. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION, 4. BUSSTRUT TO PROVIDE AND INSTALL BUSSTRUT AND ACCOCIATED LIGHTING. GC TO ALL ADDITIONAL LIGHTING FIXTURES AND LIGHTING CONTROLS REFER TO LIGHTING SCHEDULE FOR MORE INFORMATION. GC TO COORDINATE WITH ELECTRICAL DRAWINGS FOR FINAL LOCATIONS OF LIGHTING, SECURITY AND MUSIC CONTROLS AND REQUIREMENTS. 5. FIXTURE AND MOUNTING HEIGHTS ARE LOCATED IN LIGHTING SCHEDULE. REFER TO MANUFACTURERS INSTRUCTION FOR MOUNTING AND INSTALLATION OF ALL LIGHTING ELEMENTS. COORDINATE FINAL LOCATIONS IN FIELD. GENERAL CONTRACTOR TO COORDINATE MOUNTING OPTIONS WITH VENDOR OWNER'S REPRESENTATIVE / DESIGN TEAM IN FIELD. NOTIFY OWNER AND ARCHITECT OF ANY UNFORESEEN ISSUES PRIOR TO INSTALLATION. 6. CEILING HEIGHTS INDICATED ON REFLECTED CEILING PLANS. ALL CEILING HEIGHTS ARE MEASURED FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING. NOTIFY ARCHITECT OF UNFORESEEN CONFLICTS IN FIELD. NOTIFY ARCHITECT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND ELECTRICAL I MECHANICAL DRAWINGS AND OBTAIN CLARIFICATION BEFORE COMMENCING CONSTRUCTION. 7. ALL ITEMS MOUNTED TO CEILING TO BE COORDINATED WITH ARCHITECT AND OWNER PRIOR TO INSTALLATION. LOCATE ALONG ESTABLISHED CENTER LINES AS INDICATED. B. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH MILLWORK, ALL FIXTURES SHALL BE PROVIDED BY THE CONTRACTOR. CUT-OUTS FOR SWITCHES, OUTLETS, ETC. AS REQUIRED BY THE MILLWORK SHALL BE COORDINATED WITH THE ELECTRICAL CONTRACTOR, U.O.N. ALL SWITCHES, OUTLETS, ETC. SHALL BE CONCEALED. ANY SWITCHES, OUTLETS, ETC. WHICH ARE TO BE VISIBLE ARE TO BE COORDINATED WITH ARCHITECT AND OWNER. 9. PROVIDE FULLY RECESSED FIRE SPRINKLERS AT ALL FINISHED CEILINGS. COVER PLATES TO MATCH FINISH OF ADJACENT CEILING AS BEST POSSIBLE FROM MANUFACTURER'S STANDARD OPTIONS. THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION. 10, GENERAL CONTRACTOR TO COORDINATE QUANTITY AND LOCATION OF ALL ACCESS PANELS. ACCESS PANELS TO BE AVOIDED WHERE POSSIBLE. IF REQUIRED AS SPECIFIC AREAS, COORDINATE WITH ARCHITECT. 11. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS OR PATH OF TRAVEL WHERE APPLICABLE. 12. GENERAL CONTRACTOR TO PROVIDE BLOCKING, HANGER, AND SAFETY WIRE FOR CEILING ELEMENTS INCLUDING FIXTURES, SPEAKERS, DUCTS, ETC. AS REQUIRED BY LOCAL CODE. ALL WIRING AT FRONT OF HOUSE TO BE CONCEALED. GROUP LINES AND MINIMIZE NUMBER OF CONDUITS TO MOST EFFECTIVE, LEAST VISUAL IMPACT AND COST IMPACT. ALL CONDUITS AND HVAC DUCTS SHALL BE INDEPENDENTLY SUSPENDED FROM STRUCTURE, NOT CEILING. 13. GENERAL CONTRACTOR TO CONFIRM ADEQUATE CLEARANCES OF ALL CEILING ELEMENTS AND ARCHITECTURAL ELEMENTS TO ACHIEVE DESIRED LOCATION AND MOUNTING HEIGHTS PRIOR TO INSTALLATION. 14, GENERAL CONTRACTOR TO COORDINATE SOUND EQUIPMENTISPEAKERS WITH ARCHITECT AND OWNER. 15. THERE SHALL BE NO COMBUSTIBLE MATERIALS USED IN THE PLENUM SPACE, INCLUDING ALUMINUM FLEX, ALUMINUM CONDUIT, AND POT METAL CONNECTORS. ALL CONNECTORS SHALL BE STEEL. 16, REFER TO MANUFACTURERS INSTRUCTION FOR MOUNTING & INSTALLATION OF ALL LIGHTING ELEMENTS. COORDINATE FINAL LOCATIONS IN FIELD AS PER DIMENSIONS PLAN. NOTIFY OWNER & ARCHITECT OF ANY UNFORESEEN ISSUES PRIOR TO INSTALLATION. 17. SEE ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES AND GENERAL INFORMATION. 18. IF APPLICABLE, CONTRACTOR SHALL INSTALL LOCALLY APPROVED FIXTURES AND DEVICES ONLY. 19. SEE ENGINEER'S DRAWINGS FOR ALL LIGHT FIXTURE CIRCUITING, EMERGENCY LIGHTING AND EXIT LIGHTING, SMOKE DETECTORS, STROBE LIGHTING, ALARM SPEAKERS, SWITCHING AND RELATED WORK. LIGHT SWITCHES AND DIMMERS AS INDICATED ON THE ARCHITECTS PLANS ARE FOR LOCATION ONLY. CONTRACTOR IS TO VERIFY ALL LIGHT FIXTURE WATTAGE (MAX.) AND PROVIDE PROPER NUMBER OF SWITCHES AT THAT LOCATION TO THE CIRCUITING OF THOSE ITEMS. 20. SEE ENGINEERS DRAWINGS FOR ALL CEILING DIFFUSERS, DUCTWORK LAYOUTS, TRANSFER DUCTS, FUSIBLE LINKS, RETURN AIR GRILLS AND DAMPERS, ETC. ARCHITECTS DRAWINGS INDICATE DIFFUSERS FOR LOCATION ONLY. WHERE DISCREPANCIES OCCUR BETWEEN ENGINEERING AND ARCHITECTURAL DRAWINGS REGARDING LOCATIONS, ARCHITECTURAL DRAWINGS SHALL GOVERN. 21. HVAC SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWING INDICATING ALL DIFFUSER LOCATIONS AND DUCTWORK LAYOUTS TO ARCHITECTS OFFICE FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OF ANY WORK. 22. SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWING TO ARCHITECTS OFFICE FOR REVIEW AND APPROVAL OF ALL SPRINKLER HEAD LOCATIONS PRIOR TO FABRICATION OF ANY WORK. 23. GENERA CONTRACTOR SHALL PROVIDE A COMPOSITE CEILING PLAN AND NECESSARY SHOP DRAWINGS COORDINATING ALL TRADES, SHOWING THE LOCATION OF SUSPENSION MEMBERS, LIGHT FIXTURES, EMERGENCY AND EXIT LIGHTING, HVAC DUCTS, DRAPERY POCKETS, FIRE DAMPERS, ACCESS DOORS, SPRINKLERS AND PIPES, FASCIAS, SOFFITS, EXPOSED CEILINGS AND ALL OTHER ITEMS PENETRATING OR ATTACHED TO THE CEILING. 24, ACCESS DOOR LOCATIONS TO BE REVIEWED IN THE FIELD PRIOR TO INSTALLATIONS, AND THEIR LOCATIONS TO BE APPROVED BY THE ARCHITECT. 25, SEE REFLECTED CEILING PLAN FOR CEILING HEIGHTS. MAINTAIN CEILING HEIGHT THROUGHOUT. NOTIFY ARCHITECT OF ANY COMPLICATIONS WITH HEIGHT. 26 NO CEILING BREAKS WILL BE PERMITTED WITHIN A ROOM, UNLESS OTHERWISE NOTED. 27, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF LIGHTING FIXTURES WITH THE SPECIFIED CEILING SYSTEM. 28. IF APPLICABLE, ALL FLUORESCENT FIXTURES SHALL HAVE WARM WHITE LAMPS, UNLESS OTHERWISE NOTED. (SEE LIGHTING SCHEDULE.) 29. ALL SWITCHES/DIMMERS TO BE MOUNTED AT T-2'AF.F. TO CENTER LINE OF SWITCHIDIMMER. MULTIPLE SWITCHES AND/OR DIMMERS TO BE GANGED AND PROVIDED WITH SINGLE GANG PLATE. 30. GENERAL CONTRACTOR TO PROVIDE INITIAL LAMPING OF ALL LIGHT FIXTURES, USE MANUFACTURER'S SPECIFIED LAMPS. 31, ALL LIGHT FIXTURES TO REMAIN OR BE REUSED, THE GENERA CONTRACTOR SHALL CLEAN, RELAMP, AND REPLACE ALL FAULTY BALLASTS AND/OR BALLASTS NOT CONFORMING TO THE LATEST LOCAL BUILDING CODE. 32. GENERA CONTRACTOR SHALL PROVIDE AND INSTALL SHALLOW DEPTH FIXTURES AS FIELD CONDITIONS NECESSITATE, WITH THE ARCHITECTS APPROVAL, AT NO ADDITIONAL COST. 33. GENERAL CONTRACTOR TO THOROUGHLY CLEAN ALL EXISTING HVAC CEILING DIFFUSERS AND RETURN AIR GRILLES. 34, GENERAL CONTRACTOR TO PROVIDE APPROPRIATE SIZED CUTOUT ABOVE CEILING WHERE PARTITION WALLS EXTEND TO SLAB ABOVE, AS REQUIRED FOR CIRCULATION OF RETURN AIR TO WAD SYSTEM. FURNISH AND INSTALL FIRE DAMPERS AS REQUIRED TO MAINTAIN THE INTEGRITY OF RATED WALLS. 35. GENERAL CONTRACTOR SHALL REMOVE CEILING TILE(S) AS REQUIRED BY THE VOICE, DATA, AN, SECURITY AND SIGNAL CABLE VENDOR OR OTHER TRADES AUTHORIZED FOR INSTALLATION BY THE ARCHITECT. ALL CEILING TILES MUST BE REPLACED WHEN WORK IS COMPLETED. 36. ALL THERMOSTATS, NEW AND EXISTING, TO BE INSTALLED AT 54' A.F.F. IN LOCATIONS APPROVED BY THE ARCHITECT, UNLESS OTHERWISE NOTED. 37, ALL SPRINKLER HEADS AT DROPPED CEILINGS TO BE CONCEALED FLUSH TYPE WITH PREFINISHED WHITE CAP TO MATCH CEILING UNLESS OTHERWISE NOTED. WHERE INDICATED IN ACOUSTICAL TILE CEILINGS, SPRINKLER HEADS SHALL BE CENTERED IN TILES, UNLESS OTHERWISE NOTED. 38. GENERAL CONTRACTOR IS RESPONSIBLE TO BALANCE THE HVAC SYSTEM AFTER THE INSTALLATION IS COMPLETED AND SUBMIT A WRITTEN REPORT TO THE ARCHITECTS AND ENGINEERS OFFICE FOR REVIEW AND APPROVAL. 39. WE ALL REALI2E THAT AS CONSTRUCTION PROCEEDS AND AS PROJECT NEARS COMPLETION, CEILING TILES OFTEN GET DAMAGED AND/OR DIRTY BY OTHER TRADES, THE GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS ARE RESPONSIBLE TO REPLACE ANY AND ALL DAMAGED CEILING TILES AND GRIDS AND/OR DRYWALL CEILINGS AND SOFFITS AT THEIR OWN COST. 1. REFER TO FINISH FLOOR PLAN FOR ADDITIONAL INFORMATION_ Z REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. 3, GENERAL CONTRACTOR TO VERIFY CONDITIONS OF EXISTING SLAB IN FIELD AND PREP AS NEEDED TO RECEIVE NEW FINISHES. 4. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND SPACES SHALL BE FIRM, STABLE, AND SLIP RESISTANT. 5, ALL FLOORING TRANSITION STRIPS MUST BE FLUSH AND SMOOTH METAL WITH BRUSHED ALUMINUM FINISH AND MUST COMPLY WITH ALL ADA REQUIREMENTS. REFER TO SHEET A-702 FOR ADDITIONAL INFORMATION. 6. ALL DRAINS MUST BE ACCESSIBLE AND HAVE CLEAN OUTS. T GENERAL CONTRACTOR TO LEVEL EXISTING CONCRETE SUBSTRATE AS REQIRED. PROVIDE SEPARATE PRICE TO LEVEL ALL FLOORS. B. LATICRETE ANTI -FRACTURE MEMBRANE TO BE INSTALLED BENEATH ALL NEW TILE. 9. FINISHES SHOWN FOR GRAPHIC PURPOSE ONLY- FLOORING CONTRACTOR TO SUBMIT SHOP DRAWING SHOWING EXACT ARRANGEMENT & PLACEMENT OF TILES TO ARCHITECT FOR APPROVAL. % ALL FINISH MATERIAL TO BE INSTALLED AND SEALED AS PER MANUFACTURER'S RECOMMENDATION. 11. ALL WALL COVERINGS TO BE INSTALLED OVER GYP. BOARD U O.N. IF WALL COVERING INSTALLATION OCCURS OVER MDF THE SURFACE MUST BE SANDED, SEALED WITH A LOW MOISTURE ADHESIVE, AND PRIMED PRIOR TO FINAL FINISH INSTALLATION. 12. ALL ITEMS TO BE PAINTED IN FIELD TO BE IN APPROPRIATE MANNER AS PER MANUFACTURER INSTRUCTIONS TO PRESERVE WARRANTIES. COORDINATE WITH AMAZON CM ON SITE AND OBTAIN THEIR APPROVAL PRIOR TO PROCEEDING. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 12.1. ALL UNISTRUT PAINTED TO MATCH ADJACENT SURFACE M. ALL CEILING GRILLES PAINTED TO MATCH ADJACENT SURFACE 12.3. ALL COVER PLATES PAINT TO MATCH ADJACENT SURFACE USE BLACK COVER PLATES ON DARK WALLS USE WHITE COVER PLATES ON LIGHT WALLS 1. PAINTING SPECIFICATIONS: CONTRACTOR TO PAINT ALL INTERIOR AND EXTERIOR SURFACES INCLUDING ALL EXPOSED PIPES, DUCTS, CONDUITS, HANGERS, CONVECTORS, INDUCTION UNITS EXISTING CEILING SLAB CONDITIONS, EXPOSED STEEL AND PRIMED METAL AND WOOD COMPONENTS AND EQUIPMENT, UNLESS OTHERWISE NOTED. 2. ALL AREAS TO BL PAINTED TO HAVE THEIR SURFACE PREPARED IN SUCH A MANNER AS TO ACCEPT BOTH THE DOME COATSAND THE FINISH EO COATS AS RECOMMENDED BY THE SPECIFIED MANUFACTURER IT IS THE INTENT THAT THE GENERAL CONTRACTOR SHALL PROPERLY PREPARE ALL EXISTING WALLS. COLUMNS, CORE AND PERIMETER WALLS, CEILINGS. SOFFITS, FASCIAS. WINDOW POCKETS, CONVECTORS, DOORS AND FRAMES, PLUS ANY OTHER SURFACES NEW AND/ON EXISTING THAT ARE DESIGNATED TO RECEIVE NEW PAINT. ALL THESE AREAS TO BE PROPERLY PREPARED INCLUDING TAPED, SPACKLED. SANDED, POLISHED, FILLED AND PATCHED SMOOTH, IN ORDER TO RECEIVE NEW PAINT AS SPECIFIED. NOTE- THIS ALSO APPLES TO ANY AREA RECEIVING SPECIAL WALL TREATMENTS. 3. WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY MENTIONED. PAINT THE SURFACE TO MATCH ADJACENT MATERIALS AND NOTIFY OWNER AS TO WHICH COLOR TO BE USED. CONTRACTOR TO INCLUDE IN SCOPE OF WORK PAINTING OF THOSE UNMARKED AREAS, UNLESS OTHERWISE NOTED. 4. QUALITY ASSURANCE: FURNISH AND INSTALL PRIMERS PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT AND WHEN THE THINNERS ARE USED THEN ONLY WITHIN RECOMMENDED UNITS AS APPROVED BY MANUFACTURER. GENERAL CONTRACTOR TO COORDINATE ALL PAINTING AS NEEDED INCLUDING ALL SHOP PRIMERS, THINNERS, FINISH COATS AND TO INSURE THAT THE QUALITY OF PAINT APPLICATION BEING USED WITHIN EACH SPECIFIC AREA, MEETS THE PROPER PAINTING METHOD, SO THAT EACH SURFACE PAINTED LASTS AND 115 PAINTED AS PER MANUFACTURES RECOMMENDATION FOR DURATION INCLUDING CURRENT REGULATIONS OF 5. ASTM;(OTC) VOC REGULATIONS GREEN SEAL STANDARDS GS413,ANTI. CORROSIVE AND ANTI-RUST PAINTS, SECOND EDITION, JANUARY 7,1997 AND GS-11, PAINTS, FIRST EDITION, MAY 20, 1993. 6. SUBMITTALS GENERAL CONTRACTOR TO SUBMIT MANUFACTURERS TECHNICAL INFORMATION INCLUDING PAINT LABEL ANALYSIS. VOC CONTENT IN GA AND APPLICATION INSTRUCTIONS FOR EACH MATERIAL IN ADDITION, SUBMIT PAINT AND FINISH SAMPLES ONCLUDING PAINTED BRICK SAMPLE) ON IT X 12- GYPSUM WALL BOARD, RESUBMIT SAMPLES UNTIL THEY ARE ALL ACCEPTABLE BY THE OWNER. PROVIDE MOCK-UPS IN FIELD AS DIRECTED BY THE OWNER ALL MOCK-UPS SHALL CONSIST OF PRIMERS, SEALERS, INTERMEDIATE COATINGS AND SCHEDULED FINISH PAINTS. THE MOCK-UP WILL THEN BE EVALUATED BY THE OWNER FOR COLOR. PAINT TEXTURE, ADHESION, SHEEN AND SIMILAR ATTRIBUTES. DO NOT PROCEED WITH THE PAINTING WORK UNTIL MOCK-UPS ARE APPROVED BY THE OWNER. 7, DEUVERYSTORAGE& HANDLING OF PAINTING MATERIALS: DELIVER ALL MATERIALS IN UNOPENEO PACKAGES/ CONTAINERS BEARING MANUFACTURES NAME AND LABEL INCLUDING PAINTING INSTRUCTIONS. STORE ALL MATERIAL WITHIN A CLEAN ENVIRONMENT, FREE FROM ALL FOREIGN MATERIALS AND RESIDUE, INCLUDING STORAGE AT MANUFACTURERS RECOMMENDED TEMPERATURE. ENSURE THAT THE WORKMEN AND WORK AREAS ARE ADEQUATELY PROTECTED FROM ALL HAZARDS RESULTING FROM USE OF ALL PAINTS AND MATERIALS. 8. JOB -CONDITIONS: GENERAL CONTRACTOR TO FOLLOW MANUFACTURERS DIRECTIONS FOR VENTILATION REQUIREMENTS FOR ALL PAINTING MATERIALS USED ON THE PROJECT, INCLUDING ANY ENVIRONMENTAL CONDITIONS AS PER FEDERAL, STATE AND LOCAL CODES. WHEN PAINTING ANY SURFACE, AIR TEMPERATURE AND HUMIDITY LEVELS MUST BE ADHERED TO AS PER MANUFACTURES RECOMMENDATIONS. 9, MATERIAL QUALITY: FURNISH AND INSTALL THE BEST QUAUTY GRADE OF VARIOUS TYPES OF LOW-VOC COATINGS AS RECOMMENDED BY SPECIFIED MANUFACTURER. MATERIALS NOT DISPLAYING MANUFACTURERS IDENTIFICATION AS A STANDARD, BEST GRADE PRODUCT, WALL NOT BE ACCEPTED. PRODUCTS SHALL COMPLY WITH THE FOLLOWING LOW-VOC CONTENT LIMITS: 10, PRIMERS< 150 GA: FLAT PAINTS< 50 GI.: NON -FAT PAINTS <150 CAL SEMI -GLOSS< 250 GIL; GLOSS PAINT-250 GIL; FLOOR COATINGS <100 OIL AND ANTI -CORROSIVE AND ANTI -RUST COATINGS <250 GIL It EXAMINATION OF WORK AREA TO BE PAINTED: GENERAL CONTRACTOR TO EXAMINE SUBSTRATES AND EXISTING CONDITIONS OF ALL AREAS TO BE PAINTED AND INCLUDE IN THE SCOPE OF WORK PREPARATION OF ALL SURFACES, IN ORDER TO ACHIEVE A SMOOTH AND LEVEL SURFACE READY FOR PROPER PAINTING WHICH IS FREE OF ALL DUST, RUST, SCALE, GREASE, MOISTURE OR OTHER CONDITIONS DETRIMENTAL TO THE FORMATION OF A DURABLE PAINT FINISH ON ALL SURFACES. 12. SURFACE PREPARATION: GENERAL CONTRACTOR TO PERFORM ALL PREPARATION AND CLEANING OF ALL SURFACES TO BE PAINTED, IN ACCORDANCE WITH PAINT MANUFACTURERS INSTRUCTIONS AND AS SPECIFIED FOR EACH SUBSTRATE. PROVIDE NECESSARY BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND RE -PRIME AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY ANTICIPATED PROBLEMS IN USING THE SPECIFIED COATING SYSTEM. REMOVE ALL HARDWARE, PLATES, FIXTURES AND SIMILAR ITEMS NOT TO BE FINISH PAINTED, OR PROVIDE SURFACE -APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. FOLLOWING COMPLETION OF THE PAINTING, REINSTALL ALL ITEMS REMOVED AND PAINT TOUCH UP OR PATCH AND FILL SURFACES WHICH HAVE BEEN DAMAGED BY REMOVAL OF ITEMS MENTIONED ABOVE. BEFORE APPLYING PAINTTO ALL SURFACES. REMOVE IMPERFECTIONS, INCLUDING BUT NOT LIMITED TO DIRT, DUST, RUST. GREASE, CONTAMINANTS, MOISTURE, LOOSE PANT, FOREIGN SUBSTANCES AND OTHER CONDITIONS DETRIMENTAL TO PROVIDING A PROPER PAINTED SURFACE. 13. MATERIAL PREPARATION: GENERAL CONTRACTOR TO MIX AND PREPARE PAINTING MATERIALS IN ACCORDANCE WITH THE MANUFACTURES DIRECTIONS INCLUDING THE RECOMMENDED TEMPERATURE AND HUMIDITY OF SURROUNDING AREA. 14. APPLICATIONS: APPLY PAINT IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS INCLUDING USE OF APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. PROVIDE FINISH COATS WHICH ARE COMPATIBLE WITH PRIME PAINTS USED. APPLY ADDITIONAL COATS WHEN UNDERCOATS SHOW THROUGH FINAL COAT OF PAINT UNTIL PAINT FINISH IS UNIFORM IN FINISH, COLOR AND APPEARANCES ON ALL SURFACES. APPLY FIRST COAT OF PAINT MATERIAL TO THE SURFACE THAT HAVE BEEN FULLY PREPARED FOR PAINTING. ALLOW SUFFICIENT TIME FOR PROPER DRYING BEFORE APPLYING SECOND COATS. NOTE THAT WHEN APPLYING PAINTS TO AREAS WHICH GENERATE EITHER HEATOR COLD TEMPERATURES, SUCH AS BUT NOT LIMITED TO CONVECTORS, INDUCTION UNITS, STEAM RADIATORS AND RISER PIPES EITHER VERTICAL OR HORIZONTAL, GENERA. CONTRACTOR IS TO USE HEATACOLD RESISTANT PAINT THAT IS RECOMMENDED FOR THAT TYPE OF APPLICATION ONLY. IF UNIT WAS PREVIOUSLY PAINTED, CONTRACTOR TO STRIP THE EXISTING PAINT AND RE -PAINT USING BOTH APPROPRIATE TYPE OF HEATICOLD RESISTANT PRIMER AND FINISH PAINT. 15. FIRE RATED LABELS: DO NOT PAINT OVERANY CODE REQUIRED LABELS. INCLUDING BUT NOT UMITED TO FIRE RATING LABELS, UNDERWRITERS LABORATORIES FACTORY LABELS OR ANY EQUIPMENT LABELS THAT ARE REWIRED AND NEEDED TO BE VIEWED. IF THE LABEL IS PAINTED ALREADY, CONTRACTOR HAS TO REMOVE EXISTING PAINT FROM THOSE LABELS. 16. CONCRETE S MASONRY SURFACES: PROVIDE CONCRETE BLOCK FILLERS AT A RATE TO ENSURE COMPLETE COVERAGE WITH PORES FILLED, THEN ONCE DRY, APPLY PRIMERS AND SPECIFIED PAINT ALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION FOR CONCRETE AND MASONRY SURFACES. PROVIDE SAMPLES FOR OWNER WRITTEN APPROVAL PRIOR TO ORDER 17. DEFECTS IN PAINTED SURFACE: REPAINT PRIMED AND SEALED SURFACES WHERE THERE IS EVIDENCE OF DEFECTS IN FIRST COAT, TO ASSURE A FINISH COAT WITHOUT ANY DEFECTS. COMPLETELY COVER AN AREA IN A UNIFORM MANNER, SO THAT THE APPEARANCE AND COVERAGE DO NOT SHOW ANY CLOUDINESS, SPOTTING, LAPS, BRUSH MARKS, RUNS, SAGS OR OTHER SURFACE IMPERFECTIONS. ALL IMPERFECTIONS WEENOT BE ACCEPTABLE AND MUST BE COMPLETELY REDONE TO MEET ARCHITECTS APPROVAL 18. CLEAN UP AND PROTECTION: UPON COMPLETION OF ALL PAINTING. CONTRACTOR TO CLEAN UP ALL PAINT SPLATTERED SURFACES, USING PROPER METHODS AND TAKING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES, INCLUDING OTHER AREAS THAT NEW PAINT MIGHT OF TOUCHED. ONCE COMPLETED AND IF CONSTRUCTION IS STILL ON GOING PROTECT ALL PAINTED SURFACES AND INSTALL WET PAINT SIGNAGE. 19. PAINT TOUCH UP AT COMPLETION OF PROJECT: AT THE COMPLETION OF WORK BY OTHER TRADES GENERAL CONTRACTOR TMO INCLUDE TOUCH-UP AND RESTORING OF ALL DAMAGED OR DEFACED PAINTED SURFACES, INCLUOING THE DAMAGE DONE BY OTHER TRADES. THIS SECTION IS NOT TO BE OMITTED FROM SCOPE OF WORK. 20. OWNER AND THEIR REPRESENTATIVE TO DO A FINAL INSPECTION UPON WORK COMPLETION. WORK IS DEEMED COMPLETE ONLY BY A WRITTEN NOTICE FROM THE OWNER. 1. CARPETING AND ALL OTHER TYPES OF FLOORING NOTES& SPECIFICATIONS: CONTRACTOR TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE THE FLOOR COVERINGS AS SHOWN ON THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR IS TO FULLY REVIEW THE ENTIRE SET OF DOCUMENTS IN ORDER TO BECOME FAMILIAR WITH ENTIRE SCOPE OF WORK. REFER TO ARCHITECTURAL FINISH SPECIFICATIONS FOR ALL FLOORING MATERIALS USED ON PROJECT INCLUDING BUT NOT LIMITED TO ALL BASES, CARPETS, CARPET TILES, BROADLOOMS, RUGS, SOLID VINYL & RUBBER FLOOR TILES AND ROLLS, PLUS REDUCING STRIPS AND OTHER ACCESSORIES. 2. QUALITY ASSURANCE: CONTRACTOR TO USE ONLY THOROUGHLY TRAINED AND EXPERIENCED INSTALLERS COMPLETELY FAMILIAR WITH THE INSTALLATION RECOMMENDATIONS OF THE MANUFACTURED FLOOR COVERINGS AND BE COMPLETELY FAMILIAR WITH THE REQUIREMENTS OF THIS WORK. THE CARPET FLOORING INSTALLERS SHALL COMPLY WITH ALL APPLICABLE PROVISIONS AND RECOMMENDATIONS OF THE CARPET AND RUG INSTITUTE THE CARPET SPECIFIERS HANDBOOK FOR PROPER INSTALLATION METHODS THROUGHOUT THE ENTIRE PROJECT. ALL PRODUCTS USED ON THE PROJECT SHALL BE FROM A SINGLE DYE LOT. ALL MATERIALS USED ON PROJECT SHALL COMPLY WITH ALL FIRE TEST PERFORMANCE STANDARDS HAVING JURISDICTIONAL AUTHORITY INCLUDING ALL ASTM RULES AND REGULATIONS. 3. FLOOR PREPARATION: GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS SHALL SLASH PATCH AND PREPARE ALL FLOORS AS REWIRED TO OBTAIN A SMOOTH AND LEVEL SURFACE SUITABLE FOR PROPER INSTALLATION OF ALL FLOORING MATERIALS. CONTRACTOR SHALL INSPECT ALL SUB FLOORS OF PROJECT INCLUDING BUT NOT LIMITED TO ACTUAL CONDITION OF SLAB AND LEVELNESS OF FLOOR OVER ENTIRE SPACE AND INCLUDE ANY AND ALL LEVELING AS REQUIRED IN SCOPE OF WORK WITHOUT EXCEPTION. 4. EXTRA STOCK: CONTRACTOR TO PROVIDE AND DELIVER TO THE PROJECT AT LEAST FIVE (5) PERCENT OVERRUNS ON CALCULATED YARDAGE EXCLUDING THE AMOUNT NEEDED FOR OVERRUNS FOR PROPER INSTALLATION OF FLOORING MATERIAL. IT IS INTENDED TO HAVE THIS 5%OVERAGE FOR CLIENTS USE AT END OF PROJECT. ALL EXTRA STOCK OF FLOORING MATERIALS TO BE PROPERLY LABELED AND STORED AS PER MANUFACTURER'S RECOMMENDATION FOR ATTIC STOCK. 5. PRODUCT DELIVERY, STORAGE AND HANDLING: DELIVER AND STORE ALL FLOORING MATERIA IN UNDAMAGED CONDITION AS PACKAGED BY THE MANUFACTURER, WITH MANUFACTURERS SEALS B LAOELS INTACT, INCLUDING ALL MATERIALS IN ORIGINAL MILL PROTECTIVE WRAPPING WITH MILL REGISTER NUMBERS AND TAGS ATTACHED. EXERCISE CARE TO PREVENT DAMAGE DURING DELIVERY, HANDLING AND STORAGE, INCLUDING STORING ALL MATERIALS FLAT IN A CLEAN, DRY AREA WITH MAINTAINED INDOOR TEMPERATURE AS RECOMMENDED BY THE MANUFACTURER FOR STORAGE AT THE JOB SITE. 6. SUBMITTALS: UNLESS SPECIFIED ON THE ARCHITECTURAL DRAWINGS, CONTRACTOR TO SUBMIT SHOP DRAWINGS ACTUAL SAMPLES OF ALL FLOORING MATERIALS USED ON PROJECT. SAMPLES OF CARPET TILES SHALL BE FULL SIZE, SAMPLES OF BROADLOOM OR OTHER CARPET PRODUCTS USED ON PROJECT CONTRACTOR SHALL SUBMIT 1B' X 18' SAMPLES OF EACH CARPET TYPE AND OR FLOORING MATERIAL USED ON PROJECT CONTRACTOR TO SUBMIT ALONG WITH FLOOR MATERIAL SPECIFICATIONS AND PERFORMANCE TEST RESULTS OF SPECIFIED MATERIALS ALONG WITH INSTALLATION TECHNICAL SPECIFICATIONS FOR EACH PRODUCT AND IF ADHESIVES ARE USED FOR INSTALLATION SUBMIT MANUFACTURES RECOMMEND MATERIALS FOR OWNER'S REVIEW AND APPROVAL. CONTRACTOR TO RESEARCH AVAILABILITY OF FLOORING MATERIALS USED ON PROJECT AND SUBMIT SHOP DRAWINGS IN A TIMELY MANNER WITH ENOUGH TIME FOR REVIEW & APPROVAL OF PRODUCTS SO THAT NO DELAY IN OVERALL PROJECT SCHEDULE, DUE TO TIME FRAME TO MANUFACTURE AND DELIVER FLOORING MATERIALS TO JOB SITE. NOTE AT THE BEGINNING OF PROJECT THE CONTRACTOR TO RESEARCH ALL FLOORING MATERIAL TO SEE TIME FRAMES NEEDED AND ADVISE ARCHITECT IF ANY MATERIAL WILL NOT MAKE TO PROJECT SCHEDULE. ALL FLOORING MATERIALS THAT HAVE PATTERNS, CONTRACTOR TO SUBMIT SEAMING DRAWINGS AND OR PATTERN DRAWINGS FOR OWNER'S REVIEW & APPROVAL. COMMUNICATE WITH ARCHITECT FOR THEIR APPROVAL AS NEEDED. CONTRACTOR SHALL INCLUDE SUPPORTING CERTIFIED LABORATORY TEST DATA INDICATING THAT SPECIFIED FLOOR MATERIAL MEETS OR EXCEEDS SPECIFIED TEST REQUIREMENTS, 7, MAINTENANCE INSTRUCTIONS: FURNISH OWNER WITH A COPY OF THE FLOORING MANUFACTURER'S MAINTENANCE INSTRUCTIONS. THESE INSTRUCTIONS SHALL CONTAIN RECOMMENDED CLEANING MATERIALS, APPLICATION METHODS AND PRECAUTIONS TO BE FOLLOWED IN THE USE OF CLEANING MATERIALS WHICH MAY BE DETRIMENTAL TO THE SURFACE IF IMPROPERLY APPLIED. INCLUDED IN THIS SUBMISSION SHALL BE THE MANUFACTURER'S RECOMMENDATIONS FOR MAINTAINING FLOORING IN OPTIMUM CONDITIONS UNDER ANTICIPATED TRAFFIC AND USE CONDITIONS. 8. ENVIRONMENTAL CONDITIONS: FLOORING MATERIALS BEING INSTALLED SHOULD BE INSTALLED ONLY WHEN THE NORMAL TEMPERATURE AND HUMIDITY CONDITIONS APPROXIMATE THE SAME CONDITIONS THAT WILL EXIST WHEN THE BUILDING IS OCCUPIED. IN ADDITION ALL AREAS TO RECEIVE WALL COVERING SHALL HAVE A CONSTANT TEMPERATURE OF 70 DEGREES F. MEASURED AT BASE ELEVATION AND SHALL BE MAINTAINED FOR 72 HOURS BEFORE, DURING AND 48 HOURS AFTER APPLICATION, PLUS REMOVE ALL ROLLED GOODS FROM ITS PACKAGING AND ALLOW 24 HOURS TO ACCLIMATE TO ENVIRONMENT 9. PRODUCTS -MATERIALS : PROVIDE ALL FLOORING MATERIALS AS SPECIFIED ON ARCHITECTURAL DRAWINGS, NOTIFY OWNER IF MATERIAL IS LONG LEAD ITEM OR IF DISCREPANCY OCCURS WITH PRODUCT SPECIFIED. 10, EXECUTION INSPECTION: CONTRACTOR TO EXAMINE ALL AREAS & CONDITIONS WHERE FLOORING MATERIALS ARE TO BE INSTALLED AND CORRECT ANY CONDITIONS DETRIMENTAL TO THE PROPER INSTALLATION OF WORK WITHIN THE ALLOCATED TIME SCHEDULE. CONTRACTOR TO INSPECT ALL SURFACES TO RECEIVE FLOORING AMD MAKE SURE ALL AREAS ARE FREE FORM GRIT, LOOSE PARTICLES AND SURFACE IRREGULARITIES, FILL ALL CRACKS AND HOLES IN SUBFLOORING WITH APPROPRIATE PATCHING COMPOUND AS RECOMMENDED BY MANUFACTURER. 11. FLOORING ACCESSORIES. CONTRACTOR TO FURNISH AND INSTALL NON STAINING TYPE CONCRETE SLAB PRIMERS, PLUS TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS AS RECOMMENDED BY FLOORING MANUFACTURER. ALL CARPET ADHESIVES ARE TO BE WATER-RESISTANT, NON STAINING TYPES AND MUST COMPLY WITH FLAMMABILITY REQUIREMENTS FOR INSTALLED CARPETS AS RECOMMENDED BY CARPET MANUFACTURERS. IF SEAMING OF CARPET IS REWIRED USE MANUFACTURERS RECOMMENDED TAPE AND SOLVENTS FOR ALL SEAMS AND EDGES. SEAMING TAPE SHALL BE 6' IN WIDTH,-121NCH IS UNACCEPTABLE. WHEN SEAMING WITH CEMENT, USE MANUFACTURER'S RECOMMENDED SOLVENT BASED SEAM SEALER OR SIMILAR PRODUCT RECOMMENDED BY CARPET MANUFACTURER. CARPET PADDING OR CUSHIONS TO BE USED ON PROJECTS SHALL USE MANUFACTURER'S RECOMMENDED ADHESIVES, ALL MATERIALS TO BE MILDEW RESISTANT. METAL EDGE STRIPS TO BE USED ON PROJECT WHEN CARPET IS UP AGAINST ANY STONE TYPE FLOORING. VINYURUBBER EDGE STRIPS FOR OTHER APPLICATIONS, U.O.N. IF USING RUBBERIZED HAIR & JUTE PADDING CUSHION USE DOUBLE GLUE INSTALLATION METHOD, U.O.N. AT LOCATIONS OF CROSS JOINTS FOR CARPET INSTALLATION, CONTRACTOR TO SEAM AT CONSPICUOUS LOCATIONS NEAR DOORS, AVOID OCCURRENCE AT DOORWAYS OR HIGH TRAFFIC AREAS_ SUBMIT AND REVIEW SEAMING DIAGRAM WITH ARCHITECT, PRIOR TO INSTALLATION. 1Z PRE INSTALLATION REQUIREMENTS: CONTRACTOR TO COMPLY WITH THE RECOMMENDATIONS OF THE CARPET & RUG INSTITUTES STANDARDS FOR INSTALLATION OF COMMERCIAL TEXTILES FLOOR COVERING MATERIALS AND CARPET OR FLOORING MANUFACTURER'S RECOMMENDATION. IN THE EVENT THAT THE INSTALLATION RECOMMENDATIONS CONTRADICT EACH OTHER, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. CONTRACTOR TO EXAMINE SUBSTRATES FOR MOISTURE CONTENT, ALKALINITY AND OTHER CONDITIONS UNDER WHICH FLOORING MATERIALS ARE TO BE INSTALLED. REPAIR ANY AND ALL HOLES, CRACKS, DEPRESSIONS OF ROUGH AREAS USING MATERIAL RECOMMENDED BY FLOOR MANUFACTURER'S MATERIAL BEING USED IN THOSE AREAS. CONTRACTOR TO LEVEL SUBFLOOR WITHIN VV, 10 FEET NON CUMULATIVE IN ALL DIRECTIONS. CONTRACTOR TO GRIND AND OR SAND ANY PROTRUSIONS, BUMPS AND RIDGES AND FILL AS REQUIRED PER MANUFACTURER'S RECOMMENDATIONS FOR EACH TYPE OF FLOORING MATERIAL USED ON THE PROJECT. CONTRACTOR TO REMOVE ANY AND ALL COATINGS, INCLUDING CURING COMPOUNDS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES OR METHODS OF INSTALLATION OF SPECIFIED FLOORING MATERIAL. CONTRACTOR TO MAINTAIN A MINIMUM TEMPERATURE OF 70 DEGREES F IN SPACES TO RECEIVE NEW CARPET AND/ OR RESILIENT FLOORING FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION, DURING INSTALLATION AND FOR NOT LESS THAN 48 HOURS AFTER INSTALLATION. AFTER THIS PERIOD, MAINTAIN A TEMPERATURE OF NOT LESS THEN 55 DEGREES F. 13. CLEAN UP AND PROTECTION: PROTECT FINISHED FLOORING ONCE INSTALLED USING MANUFACTURER'S RECOMMENDED PROTECTION INCLUDING TEMPORARY PROTECTION DURING THE REMAINDER OF CONSTRUCTION PERIOD. ONCE PROTECTED AND IF DAMAGED DURING THE REMAINDER OF CONSTRUCTION, NOTIFY CONTRACTOR AS TO LOCATIONS, BUT INCLUDE IN SCOPE OF WORK THE REPLACEMENT OF ANY AND ALL DAMAGED FLOORING. VACUUM ALL AREAS OF CARPET INSTALLATION USING COMMERCIAL MACHINES, REMOVE ALL DIRT, SOIL, SPOTS, EXCESSIVE ADHESIVES AND ANY OTHER FOREIGN SURFACE CONTAMINANTS FROM THE CARPET AND REPLACE CARPETS OR OTHER FLOORING MATERIALS USED WHERE CONTAMINANTS CAN NOT BE REMOVED. 14. INDOOR ENVIRONMENTAL QUALITY ISSUES: IT IS THE INTENT TO WHEREVER POSSIBLE FOR THE GENERAL CONTRACTOR & ALL SUBCONTRACTORS WORKING ON PROJECT TO USE LOW VOLATILE ORGANIC COMPOUNDS (VOC) FOR ALL FLOORING MATERIALS INCLUDING BUT NOT LIMITED TO ALL SEALANTS, COATINGS, COMPOUNDS, ADHESIVES, UNDER- AYMENTS, OR ANY OTHER PRODUCTS USED ON PROJECT. FURNISH & INSTALL THE LOWEST VOC CONTENT PRODUCT AVAILABLE TO SATISFY MATERIAL SPECIFICATION IN ADDITION TO SUBMITTING VOC CONTENT INFORMATION AS PART OF THE SHOP DRAWING SUBMITTAL PROCESS TO ARCHITECT. IN ADDITION, THE METHOD OF INSTALLATION OF ALL FLOORING AT THE PROJECT SITE SHOULD FOLLOW THE BASIC RULES FOR INDOOR AIR QUALITY. FOLLOW ANY AND ALL CURRENT GOVERNMENTAL ORGANIZATIONS AND/ OR BUILDING MANAGEMENTS RULES & REGULATIONS HAVING JURISDICTION OVER THE JOB SITE AS IT RELATES TO INSTALLATION METHODS. NOTE, IF LEEDTN REGISTERED TYPE PROJECT REFER TO ADDITIONAL LEEDTK NOTES AND SPECIFICATIONS. 15, IN AREAS WHERE TILE, STONE, AND/OR TERRAZZO TYPE FLOORS ARE SPECIFIED, CONTRACTOR TO PROVIDE CRACK SUPPRESSION MATERIAL AS UNDERLAYMENT THAT SPANS MORE THAN ONE STRUCTURAL BAY IN ORDER TO PREVENT CRACKING, IF NEEDED PROVIDE EXPANSION JOINTS, COORDINATE LOCATIONS OF EXPANSION JOINS WITH ARCHITECT PRIOR TO PROCEEDING. amazon sllm� ADDENDUM#1 01.13.2020 SHAJF ISSUED FOR PERMIT (REVISED) 12.13.2019 SHAJF ISSUED FOR PERMIT 11.27.2019 SHJF ISSUED FOR 75% 11.011.2019 SHJF NO. REVISION DATE BY PROJECT MANAGER: TPG \rchitectu re TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANYWAY CONNECTED WITH THE USE, RE -USE, MIS -USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 GENERAL NOTES SEAL DATE 11.08.2019 PROJECT N0. 1519626-00 EOB l?e R ENl SCALE AS NOTED F J 36471 DWG NO. 8I31/21 * , A-005 CAD FILE NO. DATA & SECURITY NOTES 1. REFER TO DATA& SECURITY FLOOR PLAN FOR ADDITIONAL INFORMATION. 2. SEE ENGINEERS DRAWING FOR ALL CIRCUITING AND RELATED WORK. 3. IF APPLICABLE, THE CONTRACTOR SHALL INSTALL LOCALLY APPROVED FIXTURES ONLY. 4. GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE IN THE TENANTS SPACE AND ADVISE THE ARCHITECT OF THEIR FINDINGS PRIOR TO SUBMITTING A BID. 5. ELECTRICAL CONTRACTOR SHALL DISCONNECT, CONNECT, AND PROVIDE NECESSARY ELECTRIC RUNS IN ORDER TO CONFORM WITH NEW PLAN. 6 SWITCHES, DUPLEX OUTLETS, COVER PLATES AND FLOOR MOUNTED OUTLETS SHALL BE INSTALLED BY COMPETENT MECHANICS IN A FIRST CLASS MANNER. 7, EXCEPT AS NOTED, ALL ELECTRICAL AND VOICEIDATA WALL OUTLETS ARE TO BE MOUNTED AT 15' A.F.F. AT THE BOTTOM OF OUTLET. REFER TO ELECTRICAL PLAN FOR ADDITIONAL INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE HEIGHT OF ALL OUTLETS CONFORM WITH THE LOCAL, STATE, AND FEDERAL BUILDING CODES. NOTIFY ARCHITECT IN WRITING IF ANY DISCREPANCY OCCURS PRIOR TO INSTALLING OUTLETS. 8. IF OUTLET DIMENSION CALLS FOR MORE THAN 24' A.F.F., OUTLETS (WITH EXCEPTION OF WALL TELEPHONE OUTLETS) SHALL BE MOUNTED HORIZONTALLY. 9. CENTERLINE-TOLCENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT EXCEED 6'. 10. ALL BACK-TO-BACK OUTLETS IN ADJOINING ROOMS TO BE STAGGERED. 11. ALL EXISTING TO REMAIN ELECTRICAL OUTLETS SHALL BE REFITTED WITH NEW RECEPTACLE AND A NEW COVER PLATE. 12. ALL NEW VOICEIDATA AND ELECTRICAL OUTLETS TO BE INSTALLED ON AN EXISTING WALL SHOULD BE FLUSH MOUNTED WITH THE FINISHED WALL SURFACE. CHOP OUT THE WALL AS REQUIRED TO RECESS THE JUNCTION BOX AND CONDUIT, AND PATCH THE WALLAS REQUIRED. 13, ALL EXISTING ELECTRICAL OUTLETS TO BE CAPPED SHALL HAVE THE ELECTRICAL DEVICE, BACKBOX AND ALL THE WIRING REMOVED. PATCH HOLE AS REQUIRED, 14. GENERAL CONTRACTOR SHALL REMOVE ALL UNUSED CONDUIT, CABLES AND VOICEIDATA WIRING COMPLETELY FROM AREAS IN SCOPE OF THIS CONTRACT. 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE CORE DRILLING AND ELECTRICAL HOOKUP, PATCHING, ETC., INCLUDING WORK IN LANDLORD'S OR OTHER TENANTS SPACE- ALL CORE DRILLING SHALL BE ACCOMPLISHED DURING STATED BUILDING APPROVED WORKING HOURS. CONTRACTOR SHALL VERIFY AND CONFORM TO THOSE HOURS WHEN WORK IS REQUIRED. 16. SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED VOICEIDATA OR ELECTRICAL OUTLETS FOR ANY REASON, THE CONTRACTOR SHALL NOTIFY THE OWNER'S FIELD REPRESENTATIVE FOR APPROVAL OF ALTERNATE LOCATION AND NOTIFY THE ARCHITECT AS NEEDED PRIOR TO THE START OF ANY WORK. IT ALL EXISTING WALL OUTLETS WHICH DO NOT INTERFERE WITH NEW CONSTRUCTION SHALL REMAIN. 18. ANY EXISTING FIRE ALARM SOUNDERS, PULL BOXES AND/OR THERMOSTATS WHICH INTERFERE WITH NEW PARTITION WORK SHALL BE RELOCATED TO AN APPROVED LOCATION. 19, GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND HOOKUP OF ALL ELECTRIFIED RACEWAYS THROUGH THE SYSTEMS FURNITURE AS SPECIFIED. IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE SYSTEMS FURNITURE SPECIFIED AND ALL ELECTRICAL WORK RELATED TO THAT SYSTEM. 20. NO FLOOR OR WALL POWER OUTLETS SHALL BE CONNECTED TO LIGHTING CIRCUITS. 21. PROVIDE TAMPERPROOF CIRCUIT BREAKER CLAMPS ON ALL DEDICATED CIRCUIT BREAKERS. 22. GENERAL CONTRACTOR SHALL REVISE AND UPDATE LABELS FOR ALL CIRCUIT BREAKERS AT ALL ELECTRICAL CLOSETS ON THE PROJECT. 23. VOICEIDATA FLOOR AND WALL OUTLET BOXES SHALL BE CAPABLE OF FULLY HOUSING THE VOICEIDATA COMPANY'S PRENRED AMPHENOL CONNECTORS, BOTH FOR SINGLE LINE EXTENSIONS AND FOR CALL DIRECTORS. 24. WHERE EXPOSED CONDUIT OR SURFACE MOUNTED WIREMOLD CONDUIT HAS BEEN SPECIFIED ON EITHER PARTITIONS AND/OR CEILINGS, THE CONDUIT SHALL BE RUN IN CORNERS OR ON SIDE OF COLUMNS IN A NEAT AND ORDERLY WAY USING 90' CORNERS RUNNING PARALLEL TO WALLS, COLUMNS, BEAMS AND OTHER CONDUITS TO ABOVE HIGHEST POINT OF BASEBOARD CONVECTOR, AT WHICH POINT CONDUIT IS TO RUN HORIZONTALLY TO ACTUAL LOCATION OF OUTLET AS DIMENSIONED ON PLAN. 25. GENERAL CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL AND MILLWORK CONTRACTORS TO PROVIDE CUTOUTS IN FIELD, AS REQUIRED, FOR EXTENSION OF ELECTRIC OUTLETS, CABLES, ETC. INTO CABINETWORK AS SPECIFIED, 26. THE ELECTRICAL CONTRACTOR SHALL INCLUDE AND COORDINATE ELECTRICAL REQUIREMENTS FOR ALL DOOR HARDWARE, HVAC EQUIPMENT, EXHAUST FANS, WATER HEATERS, AND SPECIAL EQUIPMENT, ETC 27. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE INSTALLATION OF THE VOICEIDATA COMMUNICATIONS SYSTEM SHALL BE IN ACCORDANCE WITH THE BUILDING MANAGEMENT AND TELEPHONE COMPANYS RECOMMENDATIONS AND REQUIREMENTS INCLUDING THE INSTALLATION OF REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM TO THE TENANT'S SPACE. 28. GENERAL CONTRACTOR TO PROVIDE 4' X 8' X 314' (FIRE RETARDANT BIRCH VENEER) PLYWOOD PANELS ON 314' FURRING AS INDICATED ON THE PLAN, FOR THE VOICEIDATA EQUIPMENT INSTALLATION, UNLESS OTHERWISE NOTED. QUANTITY TO BE DETERMINED BY AMOUNT OF EQUIPMENT AND GENERA CONTRACTOR ASSUME AND INCLUDE ANY AND ALL PLYWOOD PANELS AS NEEDED FOR PROPER INSTALLATION OF EQUIPMENT. COMPUTER CABLE INSTALLATION: 29, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASING AND INSTALLATION OF ALL VOICEIDATA CABLES AS INDICATED ON THE PLANS. UNLESS OTHERWISE NOTED. 30. ALLOW APPROPRIATE LENGTH OF SLACK ON BOTH ENDS OF EACH CABLE TERMINATION FOR CONNECTION TO SPECIFIED EQUIPMENT (MIN. 61. 31. GENERA. CONTRACTOR TO DETERMINE MOST ECONOMICAL ROUTE FOR ALL CABLE RUNS FROM ORIGINATION TO TERMINATION POINT AT SERVER RACKS. 32. ANY OUTLET TYPES THAT ARE INDICATED ON PLANS TO BE INSTALLED IN CONVECTORS, THE GENERAL CONTRACTOR IS TO INCLUDE CUTOUTS AND CONDUITS AS REQUIRED, ALL CONFORMING TO BUILDING RULES AND REGULATIONS, AND BUILDING CODES. 33. PRIOR TO INSTALLING ANY OUTLETS, SWITCHES OR OTHER ELECTRICAL DEVISES, THE GENERAL CONTRACTOR TO VERIFY HEIGHTS AS THEY RELATE TO LOCAL, STATE, AND FEDERAL BUILDING CODES FOR EACH OUTLET TYPE. IF OUTLET HEIGHT TO BE CHANGED NOTIFY ARCHITECT OF DISCREPANCY, PRIOR TO INSTALLATION. 34. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE INSTALLATION OF ANY AND ALL OUTLETS INDICATED ON PROJECT. IF ANY NEW OUTLET ON PROJECT CONFLICTS WITH MILLWORK, FURNITURE, OR ANY OTHER ARCHITECTURAL FEATURE, GENERAL CONTRACTOR IS TO RELOCATE OUTLETS AND PATCH PARTITIONS, FLOORS AND/OR CEILINGS AS NECESSARY IN ORDER TO RECEIVE NEW FINISH. WHEN FURNITURE CASEGOODS AND SYSTEMS ARE USED ON PROJECT, GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS TO COORDINATE LOCATIONS OF ALL OUTLET TYPES WITH CLIENTS FURNITURE DEALER AND/OR OTHER CONTRACTOSICONSULTANTS WORKING ON PROJECT SO THAT EACH AND EVERY OUTLET TYPE DOES NOT CONFLICT WITH FURNITURE ANDAOR CREATES A TRIPPING HAZARD OR EXPOSES OUTLET WHEN IT SHOULD HAVE BEEN CONCEALED OR HIDDEN. 35, PLAN INDICATES THE PROPOSED LOCATIONS FOR POWER, COMMUNICATION, DATA, AND SECURITY DEVISES FOR REFERENCE & DESIGN INTENT PURPOSES ONLY. COORDINATE WITH POWER PLAN ON ELECTRICAL SHEET FOR FINAL CIRCUITING & POWER REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MORE INFO. GENERAL CONTRACTOR TO CONFIRM FINAL LOCATIONS IN FIELD WITH OWNER'S REPRESENTATIVE AS REQUIRED. 36. PRIOR TO CORING OR SAW CUTTING CONCRETE SLAB, X-RAY OR IMAGE AREA FOR AVOIDANCE OF RESAR OR OTHER CONCEALED ITEMS. REVIEW FINAL LOCATIONS WITH ARCHITECT AND OWNER PRIOR TO CUTTING. TENANT LANDLORD REQUIRES GPR FOR ANY SLAB PENETRATIONS. 37. COORDINATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS TO BE COORDINATED WITH OWNER AND CONTRACTOR. VERIFY EQUIPMENT SPECIFICATIONS WITH OWNER. CONTRACTOR TO USE SPECIFICATIONS TO ENSURE PROPER POWER, INSTALLATION, FIT AND FUNCTION. 38. MOUNT WALL OUTLETS AT 18' TO CENTER A.F.F U.O.N.; MOUNT OCCUPANCY SENSORS OR OPERABLE SWITCHES AT 44' TO CENTER A.F.F. U.O.N. VERIFY MOUNTING HEIGHTS AND PLACEMENT OF RECEPTACLES, SWITCHES, VISIBLE JUNCTION BOXES, OCCUPANCY SENSORS, THERMOSTATS, FIRE ALARM PULL BOXES, FIRE STROBE, ETC. WITH ARCHITECT AND OWNER PRIOR TO PERFORMING WORK. REVIEW OUTLET, COVER PLATE AND DEVICE COLORS WITH ARCHITECT PRIOR TO PURCHASING. 39. PROVIDE LIGHTING CONTROLS OR OCCUPANCY SENSORS IN ACCORDANCE WITH LOCAL CODES. 40. INDICATED DIMENSIONS ARE TO CENTERLINE OF DEVICE OR CLUSTER U.O.N. 41. INSTALL OUTLETS ON OPPOSING SIDES OF SAME WALL IN SEPARATE STUD CAVITIES UNLESS FUNCTION OR PLACEMENT IS A HINDERANCE. IF INSTALLED IN THE SAME CAVITY, PROVIDE SOUND ATTENUATION TO DAMPEN SOUND TRANSFER. 42. GANG MULTIPLE ADJACENT OUTLETS AND SWITCHES TOGETHER WITH MULTI -OUTLET COVER -PLATE UNLESS OTHERWISE NOTED. 43. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOOR OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION. 44. ALL CIRCUITS AND ELECTRICAL PANELS SHALL BE IDENTIFIED ON CONTRACTOR DRAWINGS. 45. REFER TO SHEET A-131 REFLECTED CEILING PLAN FOR ALL CEILING MOUNTED DEVICES AND FIXTURES 46. ALL LOW VOLTAGE TERMINATION POINTS TO BE PROVIDED WITH 10'-0': EXTRA RUN OF CABLE, GENERAL CONTRACTOR TO COORDINATE FINAL LOCATIONS OF LOW VOLTAGE EQUIPMENT WITH TENANT IN FIELD. 47, GENERAL CONTRACTOR TO COORDINATE FINAL MOUNTING AND ROUGH-N CONNECTIONS OF ALL TECHNOLOGY DEVICES WITH EACH RESPECTIVE VENDOR AS NECESSARY. N IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO FACILITATE INSTALLATION AMONG ALL VENDORS IN FIELD AND BECOME FAMILIAR WITH REQUIREMENTS AS NEEDED. GENERAL CONTRACTOR TO REQUEST & COORDINATE DIRECTLY WITH VENDORS AND OWNER'S REP. TO OBTAIN ALL NEEDED INFO IN ADVANCE, AND ACCOUNT FOR INSTALLATION TIME IN THE CONSTRUCTION SCHEDULE ACCORDINGLY. FIRE STOPPING NOTES 1. THE GENERAL CONTRACTOR IN RESPONSIBLE FOR PROVIDING AND INSTALLING FiREISMOKE STOP SYSTEM FOR ALL PENETRATIONS THROUGH ERE RATEDIDEMISSING PARTITIONS. FLOORS AND CEILINGS SLABS. 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING EXPERIENCED INSTALLER WHO IS QUALIFIED BY HAVING THE NECESSARY EXPERIENCE, STAFF TRAINING TO INSTALL MANUFACTURES PRODUCTS PER SPECIFIED REQUIREMENTS, PLUS THE FOLLOWING: A ACCEPTABLE TO OR LICENSED BY THE MANUFACTURER STATE OR LOCAL AUTHORITY. B- ESTABUSHED A RECORD OF SUCCESSFUL IN-SERVICE EXPERIENCE WITH FIREISMOKE STOP SYSTEMS OR COMPLETION OF MANUFACTURES CERTIFIED PRODUCT INSTALLATION TRAINING. 3. FIRESMOKE STOP SYSTEM PRODUCTS SHALL BE BY THE FOLLOW NG MANUFACTURES: 3M- FIRE PROTECTION PRODUCTS OR USG CORPORATION -FIRE STOP SYSTEMS 4 ALL RRE/SMOKE STOP SYSTEM MATERIALS SHALL TO STORED AND INSTALLED AS PER MANUFACTURES INSTALLATION INSTRUCTIONS AND AS REQUIRED PER LOCAL CODES, THIS INCLUDES PREPARATION OF EXISTING AND NEW CONSTRUCTION. 5 QUALIFIED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH FIREISMOKE STOPPING SYSTEM SHOWING CONSTRUCTION CONDITIONS, RELATIONSHIPS TO ADJOINING CONSTRUCTION, MATERIALSDIMENSIONS, DESCRIPTION OF MATERIALS AND FINISHES, COMPONENT CONNECTIONS, ANCHORAGE METHODS, HARDWARE AND INSTALLATION PROCEDURES, PLUS THE FOLLOWING: A FIREiSMOKE STOP DESIGN DESIGNATION OF TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION THAT CONFIRMS COMPUANCE WITH REQUIREMENTS FOR EACH CONDITION INDICATED. B. DOCUMENTATION, INCLUDING ILLUSTRATIONS, FROM A QUALIFIED TESTING AND INSPECTION AGENCY THAT IS APPLICABLE TO EACH FIREMMOKE STOP SYSTEM CONFIGURATION FOR CONSTRUCTION AND PENETRATING ITEMS. FACTORY 2NDIOR MANUFACTURES FURNISHED INSTALLED DETAILS ARE NOT ACCEPTABLE LIEU OF PUBLISHED DOCUMENTS BY APPROVED TESTING AGENCIES (UL OPAL WARNOK HERSEY, ECT.). C. WHERE PROJECTS CONDITIONS REQUIRE MODIFICATION OF A QUAURED TESTING AND INSPECTING AGENCYS ILLUSTRATION TO SURE A PARTICULAR FIREISMOKE STOP CONDITION, SUBMIT ILLUSTRATION, NTH MODIFICATIONS MARKED, APPROVED BY FIREISMOKE STOP SYSTEMS MANUFACTURES FIREISMOKE PROTECTION ENGINEER 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING TSC AFTER COMPLETION OF INSTALLATION OF FIREISMDKE STOP SYSTEM, FIREISMOKE STOP SYSTEM MUST TO INSTALLED BEFORE THE INSTALLATION OF CEILING SYSTEMS OR ANY OTHER NEW CONSTRUCTION FOR INSPECTORS ACCESS. CONTRACTOR WILL PROVIDE ALL NECESSARY LADDERS AND ACCESS FOR INSPECTOR TO RECEIVE FINAL SIGN -OFF. AREA MUST BE KEPT ACCESSIBLE UNTIL FINAL SIGN -OFF IS OBTAIN. 7. ALL EXISTING FIREISMOKE STOP SYSTEMS SHALL BE PATCHED AND REPAIRED AS REQUIRED DUE TO CUTTING OR PENETRATION BY OTHER TRADES. REFER TO MANUFACTURES SPECIFICATIONS ON HOW THIS SHOULD BE PERFORMED. 6. THROUGH PENETRATIONS AS DEFINED BY SECTION 702.1 SHALL BE PROTECTED BY AN APPROVED THROUGH PENETRATION FIRE STOP SYSTEM INSTALLED AND TESTED IN ACCORDANCE NTH ASTM E 814 OR UL 1479 AS CHAPTER 7 OF THE 2016 CALIFORNIA BUILDINGCODE. 9. THROUGH PENETRATIONS OF FIRE RESISTANCE -RATED WALLS SHALL COMPLY WITH SECTION 714 OF THE 2016 CALIFORNIA BUILDING CODE 10. MEMBRANE PENETRATIONS AS DEFINED BY SECTION 702.1 SHALL COMPLY WITH SECTION 714 OF THE 2016 CALIFORNIA BUILDING CODE 11. MEMBRANE PENETRATIONS SHALL BE PROTECTED BY A MEMBRANE PENETRATION FIRE STOP INSTALLED IN ACCORDANCE WITH SECTION 714 OF THE 2016 CALIFORNIA BUILDING CODE 12. DUCTS AND AIR TRANSFER OPENINGS THAT PENETRATE FIRERESISTANCE-RATED ASSEMBLIES TO HAVE DAMPERS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 717 OF THE 2016 CALIFORNIA BUILDING CODE. 13. ALL FIRESTOPPING TO BE PERFORMED AS PER APPLICABLE UL DETAILS AND MANUFACTURERS RECOMMENDATIONS. FLAME SPREAD NOTES GYPSUM BOARD USG 5/8' TYPE'X' GYP. BOARD WITH 3,0' X 20 GA METAL STUDS; ASTM Edo UNDER THE MILL-BURTON ACT. IT HAS A FLAME SPREAD RATING OF 15. FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: STEVE MUNOZ, U.S. GYPSUM ASSOCIATION(415) 7924400 PAINT FINISH ON WALL AND OTHER SURFACES: SHERNN-WILLIAMS PAINT; ASTM Edo UNDER THE MILL43URTON ACT. IT HAS A FLAME SPREAD RATING OF 10, FUEL CONTRIBUTION OF 15, AND SMOKE DENSITY OF 0. CONTACT: KEVIN BEHM, SHERWIN-WILLIAMS (216) 566-1558, kevin c.Mehm@sherMn.lnm PLASTIC LAMINATE SEE VENDORS BELOW; ASTM Edo WITH A FLAME SPREAD RATING OF 1DO AND SMOKE RATING OF 35. (CANNLC BLBT7.R6838 FOR THE FOLLOWING CLASS 1 CHARACTERISTICS: FLAME SPREAD OF 20 AND A SMOKE DEVELOPED OF 15.) CONTACTS: STEVE TYACK, WILSON ART (916) 837-0831 / SHIRLEY DEHART, NEVAMAR (800) 254-0778 LIESL HEIL, FORMICA (415) 956-7742 MEDIUM DENSITY FIBERBOARD MEDITE CORPORATION; FORMALDEHYDE -FREE WOOD -BASED PANEL PRODUCT (SHELVING). CONFORMS TO ASTM D 2037-87-25 WHEN TESTED IN ACCORDANCE WITH UL TEST 723 OR ASTM Edo (CANNLC BLBT7.R8838 FOR THE FOLLOWING CLASS I CHARACTERISTICS: FLAME SPREAD OF 20 AND A SMOKE DEVELOPED OF 25) CONTACT: MEDITE CORPORATION (541) 773.2522 MELAMINE ON CASHWRAP SURFACES. TESTS CONDUCTED IN ACCORDANCE WITH UL962. IT HAS A FLAME SPREAD RATING OF 75 & SMOKE DEVELOPED INDEX OF 55. (CANAILC BLBT7.R6838 FOR THE FOLLOWNG CLASS I CHARACTERISTICS: FLAME SPREAD OF 15 AND A SMOKE DEVELOPED OF 20) CONTACT: JAY STEMLER, RETAIL DESIGN SERVICES (763)633-3003, jstemler@rds-mT. STAINLESS STEEL STAINLESS STEEL WAINSCOT PROVIDED SHOULD BE FABRICATED FROM FIRE RATED MATERIALS TESTED IN ACCORDANCE WITH ASTMES01 (CANNLC $102.2 FOR THE FOLLOWING CLASS 1 CHARACTERISTICS: FLAME SPREAD OF 25 OR LESS & SMOKE DEVELOPED OF 450 OR LESS). FIRE STOPPING DETAILS HVAC DUCTWORK FIRESTOP DETAIL STEEL SUPPORT (TYP ) SHEET METAL SCREWSGUEEL RECTANLARSIHVOC DUCT FIRE BAll CAULK TO FILL ANNUTARSPACETOFULL DEPTH OF WALL MATENML WOW OR $TEELSTLO SIDE VIEW OP110N11ANGLEIRWSUPPORT FRAME DUCT FASTENERS 6'00 MN MUM STEEL SUPPORT CLIPS 6'DC. MAKMUM ENO NEW WMAXIMUMANNULAi SPACE N. 1. DRYWALL-METASTUDSORANYOTHELRIGID MAT OUK MUSTNOTTOUCH DUCT 2. SUPPORT FROM DUCT HANGERS rA ULry caT10Dl'P RI-I.283MOM1' Ra6N-D- SECTION A -A 1 FLOOR OR WALL ASSEMBLY- LIGHTWEIGHT OR NORMAL WEIGHT (1 W1EJ PCF) CONCRETE. MIN THICKNESS OF CONCRETE FLOOR OR WALL ASSEMBLY IS 412 IN FOR 4 HR F RATING, WALL MAY BE CONSTRUCTED OF UL CLASSIFIED CONCRETE BLOCKS. MAX DIAM OF CIRCULAR OPENING IS 13121N. 2. STEEL PIPE OR CGNDUIT-NGM I2 N DIAM (OR SMALLER) SCHEDULE ID (OR HEAVIER) STEEL PIPE, NON 61N DAM (OR SMALLER) STEEL CONDUIT OR NOM 41N. DIM1(GR SMALLER) STEEL EMT MAX ONE PIPE OR CONDUR PER OPENING, CENTERED IN OPENING MIN CLEARANCE BETWEEN PIPE OR CONDUIT AND SIDES OF THROUGH OPENING IS 114 IN MAX CLEARANCE BETWEEN PIPE OR CONDUIT AND SIDES OF THROUGH OPENING IS 1.314 IN FOR 2 HR F RATING AND 341N. FOR 3AND 4 HR F RATINGS. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED W BOTH SIDES OF FLOOR OR WALL ASSEMBLY. 3. FILL VOID OR CAVITY MATERIALS LCIASSIFIED] - WRAP STRIP- 1 114 IN. THICK INTUMESCENT SASTOME IC MATERIAL FACED ON ONE SUE WITH ALUMINUM FOIL. SUPPLIED IN 21N WIDE STRIPS FOR THE 2 AND 3 HR F RATINGS, MINI IN WIDE STRIP(S) WRAPPED AROUND PIPECONDUIT (FOIL SIDE EXPOSED) UNTIL OD OF WRAP STRIP IR EQUAL TO OR MAX 3116 IN LESS THAN ID OF CIRCULAR THROUGH OPENING. WRAP STRIP TIGHTLY SOUND WITH STEEL TIE WIRE OR PRESSURESENSFNE TAPE AND SLID INTO THROUGH OPENING SUCH THAT THE TOP EDGE OF THE WRAP STRIP (S) IS RECESSED 114 IN FROM TOP SURFACE OF FLOOR OR IN SOLID CONCRETE WALL ASSEMBLIES, SUCH THAT THE WRAP STRIP (S) IS CENTERED IN THE WALL THICKNESS. FOR THE 2 AND 3 HR F RATINGS IN CONCRETE BLOCK WALL, MIN 1 IN. WIDE WRAP STRIP TIGHTLY -BOUND WITH STEEL TIE WIRE OR PRESSURESENSITNE TAPE AND SLID INTO THROUGH OPENING ON EACH SIDE OF WALL SUCH THAT THE EXPOSED EDGES ARE RECESSED 114 IN FROM THE WALL SURFACES FOR THE 4 HR F RATING, NON 2 IN. WIDE STRPS(S) WRAPPED AROUND PIPECONDUIT (FDA -SIDE EXPOSED) ON EACH SIDE OF THE FLOOROR WALL ASSEMBLY UNTIL GB OF WRAP STPoP IS EQUAL TO OR MAX 31161N LESS THAN ID OF CIRCULAR THROUGH OPENING. WRAP STRIP TIGHTLY BOUND WITH STEEL TIE WIRE OR PRESSURESENSTINE TAPE AND SLID INTO THROUGH OPENING ON EACH SIDE OF FLOOR OR WELL ASSEMBLY SUCH THAT THE EXPOSED EDGES ARE RECESSED 141N. FROM THE FLOOR OR WALLSURFACES, 4. FILL VOID OR CA MATERIALS - CAULK OR PUTTY NOM 114 IN. THICKNESS OR CAULK OR PUTTY TO BE MPIJED TO THE EXPOSED EDGES(S) OF THE WRAP STRIP AND TO FILL ALL VOIDS BETWEEN THE PIPECONDUIT AND THE PERIPHERY OF THE THROUGH OPEN FOR 2AND 3 HR F RATING IN FLOOR ASSEMBLIES, CAULK TO BE INSTALLED FLUSH WITH TOP SURFACE OF FLOOR FOR WA L ASSEMBLIES AND FOR THE 4HR F UNINSULATED PIPE AND CONDUIT 12" OR SMALLER PENETRATION THROUGH GYPSUM BOARD FIRE RATED PARTRITON rA 2 U L SYSTEM W-L-1003'F' RATING-7&2HOI BECTION AA RATWG-O HOUR 1. WALLASSEMBLY A STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS WOOD STUDS TO CONSIST OF NOM 2 BY 41N. LUMBER SPACE 016IN OC WITH NON 2 BY 41N. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 312 IN WIDE BY 1.3'B IN DEEP CHANNELS SPACED MAX 241N.CO B. WALLBOARD. GYPSUM NL CINOM 5/8 IN THICK, 4FT WIDE WITH SQUARE OR ER TAPED EDGES. C THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WH CH IT IS INSTATED. 2 THROUGH -PENETRANT- ONE METAWC PIPE, CONDUIT OR TUBING TO BE INSTALLED ERHFR CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM THE SPACE BETWEEN PIPES. CONDUIT OR TUBING AND THE STEEL SLEEVE (ITEM 3A) SHALL BE MIN OF D IN. (POINT CONTACT) TO MAX 2-M IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALLAS6EMBLY A STEEL PIPE-NOM 12IN. DIM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE MOM 12 IN. DIAM OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON $OIL PIPE, NOM 12 IN DAM (OR SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE. C. CONDUIT- NOM 6N. DUW (OR SMALLER) STEEL CONDUIT OR NOM 41N DAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING 0 COPPER TUBING NOM 6 IN.DIAM(OR SMALLER) TYPE L(OR HEAVIER) COPPER TUBING E COPPERPPE-NOM6IN.DIM (ORSMALLER) REGULAR(OR HEAVIER) COPPER PIPE 3. FIRESTOP SYSTEM4INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY A STEEL SLEEVE- CYLINDRICAL SLEEVE FABRICATED FROM MIN 00191N. THICK (N0. 21 GAUGE) 977 SHEET STEEL AND HAVING A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. LENGTH OF STEEL SLEEVE TO BE EQUALTO THICKNESS OF WALL PLUS 1 TO 4 IN. SUCH THAT, WHEN INSTALLED, THE ENDS OF THE SLEEVE WILL PROJECT APPROXIMATELY W TO 2 IN. BEYOND THE SURFACE OF THE WALL ON BOTH SIDES OF THE WALL ASSEMBLY SLEEVE INSTALLED BY COWING THE SHEET STEEL TO A DIAM SMALLER THAN THE THROUGH OPENING, INSERTING THE COIL THROUGH THE OPENINGS AND REUEA9NG THE COIL TO LET IT UNCOIL AGAINST THE CIRCULAR CUTOUTS IN THE GYPSUM WALLBOARD LAYERS. B PACKING MATERIEL- MIN 1 IN. THICKNESS OF MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO STEEL SLEEVE ON BOTH SIDES OF THE WALL ASSEMBLY AS PERMANENT FORMS, PACKING MATERIAL TO BE RECESSED MIN 12 IN. FROM END OF STEEL SLEEVE (FLUSH WITH OR RECESSED INTO GYPSUM ALIHOARD SURFACE) ON BOTH SIDES OF WALL ASSEMBLY. B7 PACKING MATERIAL- (NOT SHOWN) - AS AN ALTERNATE TO ITEM B, NOM 1 IN. THICK POLYETHYLENE BACKER POD MAY BY USED. THE BACKER ROD IS TO BE RECESSED WITHIN THE STEEL SIEEVEAMIN OF I IN. FROM EACH SURFACE OF WALL. C FLL VUU ORCAVITY MATERIALS NLCUSSIFIED4CAULKWHEN MINERAL WOOL GATT INSULATION IS USED APPLIED TO FILL THE STEEL SLEEVE TO A MIN DEPTH OF /Q IN. ON BOTN SIDES OF WALL ASSEMBLY. WHEN SACKER ROD IS USED. A MIN THICKNESS OF 1 IN OF CP-25WS. CAULKS REWIRED FLASH WITH SURFACE OF WALL. ANOM 1141N. DIAM CONTINUOUS BEAD OF CAULK SHALL BE APPLIED MOUND THE CIRCUMFERENCE OF THE STEEL SLEEVE AT ITS EGRESS FROM THE GYPSUM WALLBOARD LAYERS ON BOTH SIDES OF THE WALL ASSEMBLY TYPICAL ABBREVIATIONS SYMBOL DESCRIPTION A.F.C. ABOVE FINISHED CEILING ART ABOVE FINISHED FLOOR Al... ALUM. ALUMINUM ALT. ALTERNATE AMP AMPERAGE ARCH. ARCHITECT AWG AMERICAN WIRE GAUGE BM BEAM B0. BOTTOMOF CAB, CABINET CEIL./CLG. CEILING CER CERAMIC CUR CLEAR COL COLUMN CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS CORK. CORRIDOR CPT CARPET CTR CENTER DBL DOUBLE DEPT DEPARTMENT DET. DETAIL DIA DIAMETER DIM. DIMENSION ON DOWN DWG. DRAWING EL. ELEVATION ELEC ELECTRICAL ENGR ENGINEER EO EQUAL EQUIP EQUIPMENT EXIST. EXISTING FIN FINISH FLIP. FLOOR FT. FOOT FIG. FIGURE F.P.S.C. FIREPROOF SELF CLOSING GA GAUGE G.C. GENERAL CONTRACTOR GL GLASS GYP. GYPSUM HGT. HEIGHT HARE HARDWARE H.M. HOLLOW METAL HW HOT WATER ID INSIDE DIAMETER IN. INCH INCL. INCLUDE/INCLUDING INSUL INSULATE, INSULATING, INSULATION INT. INTERIOR JAN. JANITOR LAV. LAVATORY MI R. MANUFACTURER MAX. MAXIMUM MECH MECHANICAL MIN. MINIMUM MTL. META N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER P. LAM. PLASTIC LAMINATE PLMB. PLUMBING PLYWD PLYWOOD PTN. PARTITION PT. PAINT QUAL. QUALITY RECP. RECEPTACLE SECT. SECTION SIM. SIMILAR SPEC.(S) SPECIFICATION(S) SPKR SPEAKER SPKLR. SPRINKLER SQ. SQUARE STL STEEL STRUC. STRUCTURAL SUPT. SUPERINTENDENT TEL. TELEPHONE T.G.C. TENANT GENERAL CONTRACTOR TH.ITHK. THICWTHICKNESS TYR TYPICAL U.O.N. UNLESS OTHERWISE NOTED VCT VINYL COMPOSITE TILE V.I.F. VERIFY IN FIELD w1 WITH WC WATER CLOSET WCV WALLCOVERING WD WOOD W/o WITHOUT amazon ADDENDUM#1 01.132020 SHIN ISSUED FOR PERMIT (REVISED) 12,13.2019 SH/JF ISSUED FOR PERMIT 11.27.2019 SHIJF ISSUED FOR 75% 11.08.2019 SHIN 140. REVISION DATE BY PROJECT MANAGER: 7M\rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, STH FLOOR, NEW YORK, NY 10001 212.768.0800 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, REUSE, MISUSE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 DRAWING GENERALNOTES DATE 11.06.2019 PROJECT NO. 1519626-00 SCALE AS NOTED DWG NO. A-006 SAN MATEO COUNTYWIDE Water Pollution Prevention Program Clean Water. Healthy Community. Construction Best Management Practices (BMPs) Construction projects are required to implement the stormwater best management practices (BMP) on this page, as they apply to your project, all year long. Materials & Waste Management Non -Hazardous Materials ❑ Berm and cover stockpiles of sand, dirt or other construction material with tarps when rain is forecast or if not actively being used within 14 days. ❑ Use (but don't overuse) reclaimed water for dust control. Hazardous Materials ❑ Label all hazardous materials and hazardous wastes (such as pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in accordance with city, county, state and federal regulations. ❑ Store hazardous materials and wastes in water tight containers, store in appropriate secondary containment, and cover them at the end of every work day or during wet weather or when rain is forecast. ❑ Follow manufacturer's application instructions for hazardous materials and be careful not to use more than necessary. Do not apply chemicals outdoors when rain is forecast within 24 hours. ❑ Arrange for appropriate disposal of all hazardous wastes. Waste Management ❑ Cover waste disposal containers securely with tarps at the end of every work day and during wet weather. ❑ Check waste disposal containers frequently for leaks and to make sure they are not overfilled. Never hose down a dumpster on the construction site. ❑ Clean or replace portable toilets, and inspect them frequently for leaks and spills. ❑ Dispose of all wastes and debris properly. Recycle materials and wastes that can be recycled (such as asphalt, concrete, aggregate base materials, wood, gyp board, pipe, etc.) ❑ Dispose of liquid residues from paints, thinners, solvents, glues, and cleaning fluids as hazardous waste. Construction Entrances and Perimeter ❑ Establish and maintain effective perimeter controls and stabilize all construction entrances and exits to sufficiently control erosion and sediment discharges from site and tracking off site. ❑ Sweep or vacuum any street tracking immediately and secure sediment source to prevent further tracking. Never hose down streets to clean up tracking. Equipment Management & Spill Control Maintenance and Parking ❑ Designate an area, fitted with appropriate BMPs, for vehicle and equipment parking and storage. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off site. ❑ If refueling or vehicle maintenance must be done onsite, work in a bermed area away from storm drains and over a drip pan or drop cloths big enough to collect fluids. Recycle or dispose of fluids as hazardous waste. ❑ If vehicle or equipment cleaning must be done onsite, clean with water only in a bermed area that will not allow rinse water to run into gutters, streets, storm drains, or surface waters. ❑ Do not clean vehicle or equipment onsite using soaps, solvents, degreasers, or steam cleaning equipment. Spill Prevention and Control ❑ Keep spill cleanup materials (e.g., rags, absorbents and cat litter) available at the construction site at all times. ❑ Inspect vehicles and equipment frequently for and repair leaks promptly. Use drip pans to catch leaks until repairs are made. ❑ Clean up spills or leaks immediately and dispose of cleanup materials properly. ❑ Do not hose down surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags). ❑ Sweep up spilled dry materials immediately. Do not try to wash them away with water, or bury them. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Report significant spills immediately. You are required by law to report all significant releases of hazardous materials, including oil. To report a spill: 1) Dial 911 or your local emergency response number, 2) Call the Governor's Office of Emergency Services Warning Center, (800) 852-7550 (24 hours). Earthmoving ❑ Schedule grading and excavation work during dry weather. ❑ Stabilize all denuded areas, install and maintain temporary erosion controls (such as erosion control fabric or bonded fiber matrix) until vegetation is established. ❑ Remove existing vegetation only when absolutely necessary, and seed or plant vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Prevent sediment from migrating offsite and protect storm drain inlets, gutters, ditches, and drainage courses by installing and maintaining appropriate BMPs, such as fiber rolls, silt fences, sediment basins, gravel bags, berms, etc. ❑ Keep excavated soil on site and transfer it to dump trucks on site, not in the streets. Contaminated Soils ❑ If any of the following conditions are observed, test for contamination and contact the Regional Water Quality Control Board: Unusual soil conditions, discoloration, or odor. Abandoned underground tanks. Abandoned wells Buried barrels, debris, or trash. Paving/Asphalt Work ❑ Avoid paving and seal coating in wet weather or when rain is forecast, to prevent materials that have not cured from contacting stormwater runoff. ❑ Cover storm drain inlets and manholes when applying seal coat, tack coat, slurry seal, fog seal, etc. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. Do NOT sweep or wash it into gutters. ❑ Do not use water to wash down fresh asphalt concrete pavement. Sawcutting & Asphalt/Concrete Removal ❑ Protect nearby storm drain inlets when saw cutting. Use filter fabric, catch basin inlet filters, or gravel bags to keep slurry out of the storm drain system. ❑ Shovel, abosorb, or vacuum saw -cut slurry and dispose of all waste as soon as you are finished in one location or at the end of each work day (whichever is sooner!). ❑ If sawcut slurry enters a catch basin, clean it up immediately. Concrete, Grout & Mortar Application ❑ Store concrete, grout, and mortar away from storm drains or waterways, and on pallets under cover to protect them from rain, runoff, and wind. ❑ Wash out concrete equipment/trucks offsite or in a designated washout area, where the water will flow into a temporary waste pit, and in a manner that will prevent leaching into the underlying soil or onto surrounding areas. Let concrete harden and dispose of as garbage. ❑ When washing exposed aggregate, prevent washwater from entering storm drains. Block any inlets and vacuum gutters, hose washwater onto dirt areas, or drain onto a bermed surface to be pumped and disposed of properly. Landscaping .. ❑ Protect stockpiled landscaping materials from wind and rain by storing them under tarps all year-round. ❑ Stack bagged material on pallets and undercover. ❑ Discontinue application of any erodible landscape material within 2 days before a forecast rain event or during wet weather. Painting & Paint Removal Painting Cleanup and Removal ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, or stream. ❑ For water -based paints, paint out brushes to the extent possible, and rinse into a drain that goes to the sanitary sewer. Never pour paint down a storm drain. ❑ For oil -based paints, paint out brushes to the extent possible and clean with thinner or solvent in a proper container. Filter and reuse thinners and solvents. Dispose of excess liquids as hazardous waste. ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue and chips and dust from marine paints or paints containing lead, mercury, or tributyltin must be disposed of as hazardous waste. Lead based paint removal requires a state - certified contractor. Dewatering ❑ Discharges of groundwater or captured runoff from dewatering operations must be properly managed and disposed. When possible send dewatering discharge to landscaped area or sanitary sewer. If discharging to the sanitary sewer call your local wastewater treatment plant. ❑ Divert run-on water from offsite away from all disturbed areas. ❑ When dewatering, notify and obtain approval from the local municipality before discharging water to a street gutter or storm drain. Filtration or diversion through a basin, tank, or sediment trap may be required. ❑ In areas of known or suspected contamination, call your local agency to determine whether the ground water must be tested. Pumped groundwater may need to be collected and hauled off -site for treatment and proper disposal. ADDENDUM#1 01.13.2020 SWJF ISSUED FOR PERMIT (REVISED) 12.112011J.-IF ISSUED FOR PERMIT 11.27.2019ISSUED FOR 75% 11082019NO. REVISION DATE PROJECT MMAGER: TPGkrchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 1N01 212.768.0800 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXFENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, REUSE, MISUSE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 DRAWING CONSTRUCTION BMP PLAN SHEET SEAL DATE 11.08.2019 PROJECT NO. 1519626-00 SCALE AS NOTED DWGNO t A-007 CAD FILE NO SITE PLAN E .7- IaP-b va° ADDENDUM 47 01.132020 SH/JF ISSUED FOR PERMIT (REVISED) 12,13.2019 SH/JF ISSUED FOR PERMIT 11.27,2019 SH/JF ISSUED FOR 75% 1109.2019 SHIJF N0. REVISION DATE BY PROJECT MANAGER: IM\rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 6TH FLOOR, NEW YORK, NY 10001 212.768.0800 1 TPGARCHITECTURE.COM INCONSIDERATION OF RECENING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT SCALE:1/8" = T-O" PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE -USE, MIS -USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 DRAWING SITE PLAN SEAL DATE 11.08,2019 PROJECT No 1519626-00 Amy SCALE AS NOTED UNION, CAD FILE N0. r � Af\T.O. PARAPET ELEV: V.I.F.— B.O. DECK_____ ELEV: d-21'91/4'VIF T.O.STO_REFRONTD_OORS ELEV:1 Y-9314'AFF -- SIDWA ELK_ ELEV: d-..-0 VIF 2 rL OF NUETRAL /�J I PIER&BASE13UILDING DEVICE D-100 5 ----------------------------------- 1 rl ------------------------ I ------- ---------- ------ L I II II II I '�///—���' JII II / I II II ii ii 3 ___ __ __ _________ ________ I I I , /I ____J I I LI LI j _______ _ ____________ J ________-_______________J ------------------------------------------------- L___--_ ---------- 1 / k , � 12 Ilr , / I 211 bill i III EQ. i _ _�_ __a l-_______ I A I DEMOLITION STOREFRONT ELEVATION I I IYT71 I I 1 I I I 1 / 1j` 1 I f Z / / Z;//, 32'-14' LEASE LINE J// ----------- ---s I I / / / // 7 1 / d_._.._...._.__________________________________________ _____________ ____________ 2 �o '�-© 1 �o ©J' 27'-j- id 3 3 3Z-2' LEASE LINE 9 o 7 o � J 0 o 0 0 LL O c 0 0 SCALE: 318" =1'-0" T.O. PARAPET DEMOLITION STOREFRONT SECTION SCALE: 3/8" =1'-0" STOREFRONT GENERAL NOTES A. ALL SIGNAGE AND AWNINGS ARE SHOWN FOR DESIGN INTENT PURPOSE ONLY, TO BE FILED & PERMITTED BY SIGNAGE AND AWNING VENDORS. VENDORS TO REFER TO LANDLORD DESIGN CRITERIA AND COORDINATE WITH MALL REPRESENTATIVE FOR APPROVAL. VENDOR TO PROVIDE SHOP DRAWINGS FOR OWNER & ARCHITECT REVIEW & APPROVAL PRIOR TO FABRICATION. G.C. RESPONSIBILITY REGARDING AWNINGS IS TO PROVIDE BLOCKING AS NECESSARY AND TO COORDINATE FINAL INSTALLATION IN FIELD B. G.C. TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE VENDOR PROVIDING APPROPRIATE SCHEDULING NOTICE PRIOR TO SCHEDULED DATE OF INSTALLATION. C. G.C. TO COORDINATE WITH ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. D. G.C. TO PROVIDE EXTERIOR -GRADE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE AS NEEDED. E. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT WITH LANDLORD AND PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION TO THE OWNER FOR APPROVAL. F. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN LANDLORD APPROVAL. G. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO THE OWNER AND G.C. AS NEEDED. G.0 TO NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH DESIGN DRAWINGS. H. G.C. TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. L STOREFRONT VENDOR TO VERIFY FINAL DIMENSIONS IN FIELD& PROVIDE SHOP DRAWINGS TO THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO n NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. NO WORK ON SUNDAYS AND HOLIDAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER FALL UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.110. WEEKDAYS: 800 AM. - 790 P.M. SATURDAYS: 9:00 AM. -6:D0 P.M. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON -CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5.00 P.M. GENERAL NOTE: GENERAL NOTE: A COMPLETED SUPPLEMENTAL DEMOLITION PERMIT SIAMESE CONNECTION MUST BE ACCESSIBLE AT APPLICATION MUST BE SUBMITTED WITH PLANS TO ALL TIMES FOR FIRE DEPARTMENT USE TO THE BUILDING DIVISION FOR PLAN REVIEW PROTECT THE ADJACENT TENANT. vr.Inv�1 � Iv1• I�r � ��v � �v iO EXISTING STOREFRONT GLAZING SYSTEM AND MULLIONS TO REMAIN. G.C. TO PREPARE MULLIONS TO RECEIVE NEW PAINT FINISH. O ASSUMED LOCATION OF LEASE LINE. G.C. TO V.I.F. AND COORDINATE WITH LANDLORD. O3 G.C. TO REMOVE EXISTING WOOD TRIM. O EXISTING BASE BUILDING KNOX BOX TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. O EXISTING BASE BUILDING DEVICE TO REMAIN, G.C. TO PROTECT DURING CONSTRUCTION. © EXISTING BASE BUILDING FINISH TO REMAIN, G.C. TO PREP EXISTING STOREFRONT FINISH(I.E. SAND TO A SMOOTH FINISH) AS REQUIRED TO RECEIVE NEW PAINT FINISH, SEE A-100 FOR MORE INFORMATION. 7 G.C. TO REMOVE EXISTING EXTERIOR ENTRANCE PAVERS, AND PREPARE FOR NEW. EXISTING SAND RASE TO REMAIN. SEE SHEET A-100 FOR MORE INFO. © LINE OF EXISTING EXTERIOR HEADER, G.C. TO PROTECT DURING CONSTRUCTION. 9 REMOVE EXISTING DOORS AND ALL ASSOCIATED HARDWARE, PREP EXISTING JAMS AND HEADER AS REQUIRED TO RECENE NEW DOORS. NOTIFY TENANT OF ANY ADDITIONAL DEMOLITION REQUIRED. 10 EXISTING (2) DOWN LIGHTS IN ENTRANCE CEILING TO REMAIN, G.C. TO PREP AS REQUIRED TO LOWER. 1G.C.AMMA.TING ADDRESS ST ORE G OOMAM 13 EXISTING STONE FINISH@ STOREFRONT BASE TO REMAIN. 14 LINE OF EXISTING SIDEWALK CURB. amazon ADDENDUMM7 01.132020 SWJF ISSUED FOR PERMIT (REVISED) 12.13.2019 SWJF ISSUED FOR PERMIT 11.272019 SH/JF ISSUED FOR 75% 11.08.2019 SWJF V0. REVISION DATE BY PROJECT MANAGER: TPG\rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE REUSE MIS -USE MODIFICATION OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. PROJECT AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 DEMOLITION STOREFRONT PLAN & ELEVATION SEAL DATE 11.08.2019 PROJECT N0. 1519626-00 G� 11 A y�T SCALE AS NOTED F� � DWG NO. 38476 1 00 DEMOLITION ENLARGED STOREFRONT PLAN SCALE: 318" =1'-0" CAD FILE NO. �N ARA Cn➢E EIFf. z 20.11R' V I F. 1 TD. sTOREFIKM'T ELEV. z 22-9II4' FINISHED FLOOR EIEV zva STOREFRONT ELEVATION 16 T- ------------------------ I I I I 1 15 ----- ------------------------------- I I I I I 1 I � I I I 5 1 ----------------- C 4 �E - 37-11' LEASE LINE amazon T.O. BARRM.ADE ELEV: 2B'-1 iR' AFF VIF BRACING SHOWN FOR INTENT ONLY, REFER TO STRUCTURAL DRAWINGS FOR MO INFORMATION. G.C. TO COORDINATE LOCATION WITH EXISTING FACADE AND NEW SCOPE OF WORN. CONFIRM WITH LANDLORD PRIOR TO BARRICADE INSTALLATION. G.C. TO PROVIDE BARRICADE SHOP 1 DRAWINGS FOR REVIEW. I' EXTERIOR GRADE F.R.T. ADDENDUM#1 01,13.2020 SWJF PLYWOOD ISSUED FOR PERMIT (REVISED) 12.13.2019 SH/JF EXISTING BUILDING STRUCTURE ISSUED FOR PERMIT 11.272019 SH/JF SHOWN FOR REFERENCE ONLY. GC TO REMNN. PROTECT DURING DEMOLITION AND CONSTRUCTION. SCALE: 318"=1'-O" ISSUED FOR 75% 11.082019 SWJF NO. REVISION DATE BY PROJECT MANAGER: TM\rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 1 212.766.0800 1 TPOARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LABLITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, 1 OR IN ANY WAY CONNECTED WITH THE USE, RE -USE, MISUSE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 2 I A-201 7.91/4' 6'-0' 24'-11A1' } EXTERIOR GRADE F.R.T. I I PLYWOOD 1 ENLARGED STOREFRONT PLAN SCALE: 318" = 1'.0" PROJECT 2'x4'WOOD STUD TO SUPPORT PLYWOOD BARRICADE KEY NOTES CITY L LNOTE: ION G.C.TO GENERAL NOTE: DEMOLITiON PERMIT MU T BEINCLUDED WITH CATAT SHOP DRAWNGS FOR REVIEW, I BARRCADE. AMAZON BURLINGAME - STOREFRONT Oi PROVIDE BARRICADE DOORS, ALIGNED WITH NEW STOREFRONT ENTRY DOORS. O2 G.C. TO PROVIDE BARRICADE PER LANDLORD REQUIREMENTS. TIME OF SUBMISSION. PRIOR TO CONSTRUCTION. 1238 BURLINGAME AVE. BURLINGAME, CA 94010 O G.C. TO VERIFY FINAL LOCATION OF LEASE LINE IN FIELD &COORDINATE WITH LANDLORD AS REQUIRED. LEASE LINE (TYP) GC 70 NF DRAWING ® EXISTING NEUTRAL PIER TO REMAIN UNDISTURBED. PROTECT DURING DEMOLITION AND CONSTRUCTION. PATCH AND I BARRICADE PLAN AND ELEVATION REPAIR AS REQUIRED. 0 FIRE DEPARTMENT (SIAMESE) CONNECTION MUST BE ACCESSIBLE AT ALL TIMES FOR FIRE DEPARTMENT USE TO I PROTECT THE ADJACENT TENANT. I SEAL DATE 11.08.2019 FINISHED FLOOR PROJECT NO. 1519626-00 ELEV:O-0' VIF 3'-O' FROMLEASELINE O A.9c J 4. pOBEHT, Ttn-1 36476 SCALE AS NOTED DING NO. 3111 8/31/2* N� Q, 9TP F CAl-\TOP D-101 , CAD FILE NO. BARRICADE SECTION SCALE: 1/2" = 1'-O" `$g �y T.O. PARAPET7pr ELEV: V.I.F. , B.O. DECK_ ELEV: d-21'� 1/4'VIF ' T.O. STOREFRONT GLASS ELS 10'-9 3/4' T - - ' .�j INTERIOR_FINISH FLOOR ELEV:+I-(Y-W VIF A I STOREFRONT ELEVATION GENERAL NOTE: ALL SIGNAGE IS SHOWN FOR DESIGN 1 INTENT PURPOSE ONLY, TO BE FILED 8 PERMITTED BY SIGN VENDOR. VENDOR TO 1 4 REFER TO LOCAL JURISDICTION FOR _ 25 APPROVAL AND REQUIREMENTS. PROVIDE SHOP DRAWINGS FOR OWNER 8 ARCHITECT REVIEW 8 APPROVAL PRIOR TO FABRICATION. G.G. TO COORDINATE FINAL INSTALLATION IN FILED. GENERAL NOTE: G.C. TO INSTALL EXTERIOR GRADE 1/2' I PLYWOOD TO ALL AREAS TO RECEIVE oap NEW STORE FRONT PANELING (PT-1). - GA. TO MAKE SURE PLYWOOD IS i FASTENED TO EVERY STRUCTURAL STUD AND NOT SKIP LOADED, GENERAL NOTE: REPLACE ALL NONCOMPLIANT PLUMBING FIXTURES WITH,' WATERlANSERVING _ PLUMBING FIXTURES' �ago� PT-1 PT-1 21 I �J FL OF NUETRAL PIER 8 BASE BUILDING DEVICES 1 1 ENLARGED STOREFRONT PLAN STOREFRONT GENERAL NOTES A. ALL SIGNAGE AND AWNINGS ARE SHOWN FOR DESIGN INTENT PURPOSE ONLY, TO FILED 8 PERMITTED BY SIGNAGE AND AWNING VENDORS. VENDORS TO REFER TO LANDLORD DESIGN CRITERIA AND COORDINATE WITH MALL REPRESENTATIVE FOR APPROVAL. VENDOR TO PROVIDE SHOP DRAWINGS FOR OWNER 8 ARCHITECT REVIEW 8 APPROVAL PRIOR TO FABRICATION. G.C. RESPONSIBILITY REGARDING AWNINGS IS TO PROVIDE BLOCKING AS NECESSARY AND TO COORDINATE FINAL INSTALLATION IN FIELD B. G.C. TO COORDINATE AND SCHEDULE SIGNAGE INSTALLATION WITH THE SIGNAGE VENDOR PROVIDING APPROPRIATE SCHEDULING NOTICE PRIOR TO SCHEDULED DATE OF INSTALLATION. C. G.C. TO COORDINATEWITH ELECTRICAL CONTRACTOR TOFURNISHAND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT, WIRE, CONNECTIONS, AND BREAKER AT PANEL BOARD NECESSARY TO SERVE SIGNAGE. D. G.C. TO PROVIDE EXTERIOR -GRADE FIRE TREATED WOOD STUD BLOCKING, OR EQUIVALENT TO SUPPORT SIGNAGE AS NEEDED. E. SIGNAGE CONTRACTOR SHALL VERIFY S12E AND LOCATION OF ANY AND ALL ALLOWABLE MONUMENT WITH LANDLORD AND PROVIDE SHOP DRAWING(S) PRIOR TO FABRICATION TO THE OWNER FOR APPROVAL. F. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL CODES AND OBTAIN LANDLORD APPROVAL, G. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO THE OWNER AND G.C. AS NEEDED. G.C. TO NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS IN DISCREPANCY WITH DESIGN DRAWINGS. H. GC TO CLEAN, PATCH AND REPAIR EXISTING EXTERIOR AS REQUIRED. I. STOREFRONT VENDOR TO VERIFY FINAL DIMENSIONS IN FIELD B PROVIDE SHOP DRAWINGS TO THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. COORDINATE WITH G.C. FOR FINAL INSTALLATION IN FIELD. J. TENANT SIGNAGE VENDOR RESPONSIBLE FOR PROVIDING ADDRESS SIGNAGE AS PER THE CODE REQUIREMENTS NOTED: NUMBERS AND ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FRONT THE STREET OR ROAD FRONTING THE PROPERTY. SAID NUMBERS SHALL CONTRAST WITH THEIR BACKGROUNDS, SHALL BE A MINIMUM OF ONE-HALF INCH STOKE BY FOUR INCHES HIGH, AND SHALL BE EITHER INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW CONSTRUCTION, ALTERATIONS OR REPAIR OF EXISTING CONSTRUCTION. THE POWER OF SUCH ILLUMINATION SHALL NOT BE NORMALLY SWITCHABLE. CITY OF BURLINGAME MUNICIPAL CODE 18.08.010. 2016 CBC 5012. G.C_TO COORDINATE WITH VENDOR SHOP DRAWINGS AND PROVIDE POWER AS REQUIRED. HOURS OF OPERATION: NO PERSON SHALT- ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM THE BUILDING OFFICIAL WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. NO WORK ON SUNDAYS AND HOLIDAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOURTH THURSDAY IN NOVEMBER AND THE TWENTY-FIFTH DAY OF DECEMBER FALL UPON A SUNDAY THE FOLLOWING MONDAY IS A HOLIDAY. PROVIDE THE FOLLOWING CONSTRUCTION HOURS ON THE PLANS PER CITY OF BURLINGAME MUNICIPAL CODE 18.07.110. WEEKDAYS: 8:00 A.M.-7:00 P.M. SATURDAYS: 9:00AM.-6:00 P.M. SUNDAYS AND HOLIDAYS: NO WORK ALLOWED 37-1j' LEASE LINE 7T7 TT7�� fTJ - f�� /{7zz_zzl N.ERS EPEPERAM/' A- ------------------------------ _ ____ ___ ___________________ ______ ________ ___ 12 A 1 11 21 12 MP-1 1A-100 PT-2 PT-1 MP-1 32'.1 LEASE LINE II II II II u II II II II II II U INTERIOR (FILE UNDERUNDER SEPERATESEPERATE PERMIT) I-- T.O. PARAPET ELEV: VIF B.O. DECK ELEV.- 4-21-41/4-VIF II-INVii BEYOND EXTERIOR T.O. PARAPET SCALE: 318" = V-0" 1 2 1 STOREFRONT SECTION @ EXISTING GLAZING SCALE: 3/8" =1'-0" 1 3 1 STOREFRONT SECTION @ NEW PANELS SCALE: 318" =,'-o" SCALE: 3/8" =1'-0" STOREFRONT KEY NOTES ( EXISTING GLAZING AND MULLIONS TO REMAIN. GC TO CLEAN TO LIKE -NEW CONDITION AND PROTECT 15 G.C. TO INSTALL I' BLACK METAL REVEAL BETWEEN STOREFRONT FINISH AND NEIGHBORING DURING CONSTRUCTION. TENANT FINISH. COORDINATE EXACT LOCATION WITH LANDLORD. ( ASSUMED LOCATION OF LEASE LINE. GC TO V.LF. AND COORDINATE WITH LANDLORD. i6 G.C. TO CONTINUE NEW PAINT (PT-1) AROUNDSTOREFRONT CORNER. 'O3 EXISTING POSTS/ JAMB/ HEADER TO REMAIN. GC TO PREP AS NEEDED TO RECEIVE NEW DOORS. 17 G.C. TO INSTALL NEW EXTERIOR PAVERS(T-1) PER TENANT SPECIFICATION. MAINTAIN EXISTING SLOPE, TO MATCH THICKNESS OF EXISTING. Oq DENOTES PUSH SIDE CLEARANCE. 3'-1' X 4'-0' PER DOOR. FRONT APPROACH. CLOSER ONLY, NO LATCH. 18 EXISTING ENTRANCE LIGHTING TO REMAIN, G.C. TO RE -ALIGN LIGHTS WITH NEW METAL t PANEL SO TRIM IS FLUSH. OS G.C. TO INSTALL METAL PANEL FINISH (NIP-1) OVER EXTERIOR GRADE FIRE RETARDANT TREATED 12- 19 EXISTING BASE BUILDING KNOX BOX TO REMAIN, G.C. TO PAINT MOUND KNOX BOX TO PLYWOOD TRHOUGHOUT. G.C. TO ENSURE PLYWOOD IS FASTENED TO EVERY STRUCTURAL STUD AND MATCH NEW STOREFRONT PANELING (PT-1). G.C. TO PROTECT DURING CONSTRUCTION. NOT SKIP LOADED. SEE STOREFRONT VENDOR SHOP DRAWINGS FOR MORE INFORMATION. ENTRY DOORS (GC TO VERIFY SIZE IN FIELD) FRAME FINISH TO MATCH © G.C. TO PAINT EXISTING STOREFRONT TO MATCH NEW STOREFRONT PANELING (PT-1). PT-2. REFER TO DOOR SCHEDULE ON A-101 FOR MORE INFORMATION. 1 O7 G.C. TO FRAME WALL ABOVE DOOR AND STOREFRONT RETURN. 21 LINE OF EXISTING BULKHEAD ABOVE, G.C. TO PAINT UNDERSIDE OF EXISTING BULKHEAD TO MATCH NEW STOREFRONT PANELING (PT-1). G.C. TO PROTECT DURING CONSTRUCTION, 8 EXISTING BASE BUILDING SIAMESE CONNECTION TO REMAIN, G.C. TO PAINT MOUND SIAMESE CONNECTION TO MATCH NEW STOREFRONT PANELING (PT-1). G.C. TO PROTECT DURING CONSTRUCTION. O BLACK BRAKE METAL CLADDING TO MATCH STOREFRONT. SIAMESE CONNECTION MUST BE ACCESSIBLE AT ALL TIMES FOR FIRE DEPARTMENT USE TO PROTECT THE ADJACENT TENANT. 23 G.C. TO PROVIDE NEW 6' WHITE ACRYLIC NUMBERS ALIGNED WITH T.O. STOREFRONT ENTRY (ALIGN EACH NUMBER WITHIN THE CENTER OF EACH NEW METAL PANEL, TYPICAL) Og NEW DOWNLIGHT (TO PROVIDE EXTERIOR ILLUMINATION FOR ADDRESS), G.C. TO USE EXISTING J43OX 24 G.C. TO PROVIDE CAP AT CLADDING EDGE TO MATCH BLACK STOREFRONT FINISH. PROVIDED DURING INTERIOR FIT -OUT. 10 G.C. TO CONTINUE NEW STOREFRONT METAL CLADDING WITHIN ENTRANCE COVE WALLS AND CEILING. 25 GC TO ENSURE CLEAR FLOOR SPACE IS MAINTAINED AS NOTED. NOTIFY TENANT OF ANY CONFLICTS. 11 G.C. TO PAINT EXISTING MULLIONS (INCLUDING INTERIOR SIDES) AND DOOR FRAME AS REQUIRED TO pg DENOTES PULL SIDE CLEARANCE. 4'fi' X 5'-0' PER DOOR, FRONT APPROACH. CLOSER ONLY, MATCH NEW STOREFRONT PANELING (PT-2). TYPICAL. NO LATCH. 12 LINE OF NEW STOREFRONT METAL PANELING (MP-1) ABOVE. 1 13 EXISTING BASE BUILDING DEVICE TO REMAIN, GA. TO PROTECT DURING CONSTRUCTION. 14 G.C. TO ALIGN LEFT EDGE OF STOREFRONT PANELING WITH THE CENTERLINE OF THE BUILDINGS NEUTRAL PIER, AND BASE BUILDING DEVICES. T.O. PARAPET _ ELEV: VIF 8.0. DECK_ ELEV: N-21-91/4'VIF B.O.STO_REFRONT ENTRANCE- ELEV: 10'-7'AFF -- EXTERIOR STOREFRONT SECTION @ DOOR 5/8' GYP. SO. OVER 1B 20 GA 35/8' STUDS ... r' pp INTERIOR (FILE UNDER SEPE RATE PERMIT) RFID SENSORS. GC TO 6 COORDINATE PT-1 INSTALLATION AND POWER ROUTING a s REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR MORE O } INFORMATION. 1 !I o � SCALE: 3/8" =1'-0" ADDENDUM#1 01.13.2020 SH/JF ISSUED FOR PERMIT (REVISED) 12.132019ISFUJFISSUED FOR PERMIT 11.27.2019ISSUED FOR 75% 11.08.2019NO. REVISION DATE PROJECT MANAGER: 7M\rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 1 TPGARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE -USE, MIS -USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. AMAZON BURLINGAME- STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 DRAWING STOREFRONT ENLARGED CONSTRUCTION & FINISH PLAN & ELEVATION SEAL DATE 11.08.2019 o`` A �T SirE F v � � 38476 PROJECT NO. 15�962G-OO AS NOTED DWG N0. CAD FILE NO. EXT. SOFFIT GC TO PROVIDE NEW PAVERS (T-1 EXISTING STOREFRONT TO BE PAINTED (PT-1) TO MATCH NEW METAL PANELING. MATCH EXISTING SLOPE AT ENTR' TO ENSURE A SMOOTH AND LEVEI TRANSITION TO MATCH EXISTING CONDITION. EXISTING STUCCO -FINISH STOREFRONT TO REMAIN. NEWT-1 BLACK PAVERS TO 11 MATCH SLOPE AND TERMINATION POINT OF EXISTING CONDITION. NEW METAL PANEL(MP-1)AT EXTERIOR INSTALLED ONTO IW EXTERIOR GRADE PLYWOOD. SALES AREA EXTERIOR EXISTING SIDEWALK TO REMAIN. LEASELINE 1 I ENLARGED SECTION DETAIL AT T.O. STOREFRONT BULKHEAD fi. f 2- f I SALESAREA SCALE: 3" =1'-0" )1 8 1 ENLARGED SECTION DETAIL AT STOREFRONT BASE LEASELINE NEW METAL PANEL (MP4) AT EXTERIOR INSTALLED ONTO 11T EXTERIOR GRADE PLY WOOD. EXISTING STOREFRONT PAINTED (PT-1) BEYOND. GO TO PAINT ALL SIDES OF EXISTING MULLIONS(INCLUDING INTERIOR SIDE) TO MATCH NEW STOREFRONT PANELS (PT-2). EXISTING STOREFRONT GLAZING TO REMAIN. 1 2 1 ENLARGED SECTION DETAIL AT T.O. STOREFRONT GLAZING SCALE: 3" =1'.0" 1 I SALES AREA EXTERIOR ENLARGED SECTION DETAIL AT STOREFRONT BASE / AD�ACCENT � ■ �fEN ■ N.� EXISTING WOOD TRIM TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION. G.C. TO PROVIDE 1' BLACK METAL REVEAL. 4 1 ENLARGED PLAN DETAIL AT STOREFRONT NEUTRAL PEIR EXISTING STOREFRONT GLAZING TO REMAIN. LEASELINE ADJACENT TENANT EXISTING STOREFRONT PAINTED (PT-1) BEYOND G.C. TO PAINT ALL SIDES OF EXISTING MULLIONS (INCLUDING INTERIOR SIDE) TO MATCH NEW STOREFRONT PANELS (PT-2). EXISTING STOREFRONT STONE BASE TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION. a . •o 'I�IIII� ' ��IIII' I■I ■ / 1� II SCALE: 3" =1'-0" 5 1 STOREFRONT SECTION 1. 2" 2 EXISTING STOREFRONT PAINTED I GI TO REMAIN� (P71) G.C. TO RE -ALIGN LIGHTS WITH NEW METAL PANEL SO TRIM IS FLUSH. NEW METAL PANEL (MP-1) AT EXTERIOR INSTALLED ONT012'EXTERIOR GRADE PLY WOOD. LEASE LINE.����`���������������29�\21 TENANT VENDOR TO PROVIDE NEW METAL PANEL (MP-1) CAP AT EDGE TO MATCH AT EXTERIOR INSTALLED BLACK STOREFRONT FINISH. ONTO 172' EXTERIOR ■ ■ GRADE PLY WOOD. LINE OF NEW METAL PANEL (MP-1) ----- - ABOVE EXISTING STOREFRONT PAINTED (PT-1). NEW METAL PANEL (MP-1) AT EXISTING BASE BUILDING EXTERIOR INSTALLED ONTO 1/2' KNOX BOX TOREMAIN,G.C. .------- EXTERIOR GRADE PLY WOOD. TO PAINT AROUND KNOX BOX TO MATCH NEW STOREFRONT PANELING (PT-1). G.C. TO PROTECT LINE OF EXISTING BULKHEAD DURING CONSTRUCTION. ABOVE. SCALE:1 •112" =1'-0• 6 1 ENLARGED SECTION DETAIL AT STOREFRONT ENTRY NEW ENTRY DOORS, G.C. TO PAINT DOOR FRAME AS REQUIRED TO MATCH NEW STOREFRONT PANELING (PT-2). REFER TO FINISH SCHEDULE FOR MORE INFORMATION 10' TALL KICK PLATE AT BOTTOM OF ENTRY DOOR. PEMK0158 (ADA COMPLIANT)OFFSET SADDLE THRESHOLD. GC TO PROPOSE ALTERNATE (IF REQUIRED) FOR TENANT APPROVAL. BEVELED EDGE NOT TO EXCEED k IN HEIGHT IN ORDER TO COMPLY WITH ADA. EXISTING CONCRETE TO REMAIN. ASSUMED LOCATION OFEASTING SAND BASE AND GRAVEL TO REMAIN. IF REQUIRED TOBE REPLACED, GC TO COORDINATE WITH TENANT. - - V - FINISH SCHEDULE V V ID I DESCRIPTION LOCATION MANUFACTURER SPECIFICATION I F MP-1 METAL PANEL • STOREFRONT . BLACK G PAINT - PT-1 EXTERIOR PAINT •WALLS AND CEILINGS THROUGHOUT, UON SHERWIN WILLIAMS • BLACK PAINT, TO MATCH MP-1 G PT-2 EXTERIOR PAINT •MULLIONS, DOOR FRAME SHERWIN WILLIAMS • BLACK PAINT, TO MATCH MP-1 G I T-1 TILE • STOREFRONT ENTRANCE FLOOR TBO BLACK EXTERIOR PAVER, TO MATCH MP-1 G GLASS FN.DD07 STOREFRONT GLAZING •GLAZING VITRO •SOLARBAN 60 G DOOR SCHEDULE 000R/ LOCATION DOOR TYPE DOOR SIZE DOOR ANDLIN DOOR UNDERCUT DOOR MAIERIAL FRAME MATERIAL HEAD JAMB THRESHOLD TRS ARDWAR SET# NOTES DR41W7 STOREFRONT ENTRANCE A 10'-7' 12' FN-M7 TO MATCH PT-2 61 -101 IA-1 —.1- 1 A-101 HARDWARE SCHEDULE SET LOCATION ID QUANTITY DESCRIPTION MANUFACTURER ITEM NO. FINISH LAROWARE SCHEDULE 1 ENTRY-(2)T-1-X 10'-7' DH-0001 8 HINGE ASSA ALBOYNT4B33864.S*X4.5"NRP US26D DH-0003 2 MANUAL FLUSH BOLT IVESB458-24' US260 DH-0004 2 DUST PROOF STRIKE NESDP2 US26D DHM28 1 CYLINDER SCHLAGEM103 622 DH-0W6 i MORTISE LOCK ADAMS RITEWN-0-10-335 335 DH- 252 IVES 4'WWITEK SCREWS BLK DH-0010 2 ROCKWOOD0ESP-366HD BSP DH-0W7 LCN BLK DH-0026 4 KICKPLATE IVES -X-W WWITEK SCREWS BLK 3" =1'-0" DH-0008 2 DOOR SWEEP PEMKO 0041DNB 1)SCALE: DHM09 1 GA5KETING PEMK SB89L-IS SL 8.0_DECK ELEV: 4 21'91N' VIF G.C. TO FRAME WALL ABOVE DOOR AND STOREFRONT RETURN. 518' GYP. BD. OVER 20 GA 3518' STUDS. REFER TO SHEET SSK-6. B.O. STOREFRONT ENTRANCE jjk ELEV: 10'-7' AFFMV — (2) NEW DOOR CLOSERZ DOOR HARDWARE SCHIS SHEET. Q — NEW ENTRY DOORS, G DOOR FRAME AS REQUIRED TOMATCH NEW STOREFRONT PANELING (PT-2). G.C. TO PAINT ALL SIDES OF EXISTING MULLIONS (INCLUDING INTERIOR SIDE) TO MATCH NEW STOREFRONT PANELS T-2. i ROCKWOOD HANDLE DOOR HARDWARE MOUNTED WITHIN AN ACCESSIBLE REACH RANGE OF 39'A.F.F. ON CENTER. EXISTING STOREFRONT STONE BASE TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION, SIDEWALK ---=-T RENDERING FOR REFERENCE ONLY. REFER TO PLANS AND ELEVATIONS FOR FINAL DESIGN. ROCKWOOD HANDLE AT EXTERIOR SIDE. SEE HARDWARE SCHEDULE FOR MORE INFORMATION. 39' A.F.F. IVES PUSH PLATE AT INTERIOR SIDE. SEE HARDWARE SCHEDULE FOR MORE INFORMATION. ENLARGED SECTION DETAIL AT STOREFRONT HANDLES SCALE: 318" = r-0" - STOREFRONT RENDERING AND STOREFRONT RETURN. .'GYP. LTD. OVER 20 GA 35I8- STUDS. REFER TO SHEET SSK9. EXISTING MULLION DOOR CLOSER. — DOOR FRAME TO A PT-Z DOOR GLASS GL-1. NEW METAL PANEL(MP-1)P AT EXTERIOR INSTALLED ONTO 12' EXTERIOR GRADE PLY WOOD. G.C. TO PROVIDE NEW METAL 3 G.C. TO PROVIDE CLADDING AT STOREFRONT BASE, 4 F.R.T. BLOCKING FINISH TO MATCH NEW AS REQUIRED. STOREFRONT PANELING. SEE FINISH SCHEDULE FOR MORE INFORMATION. SCALE:1 . 112" =1'•0" 1 ] 1 ENLARGED SECTION DETAIL AT STOREFRONT BASE amazon ADDENDUM#I 01.13202D SHIJF ISSUEDFORPERMIT(REMSED) 12.132019 SHIM ISSUED FOR PERMIT 11.27.2019 SWJF SCALE: 3" = 1'-0" ISSUED FOR 75% 11.08.2019 SWJF NO, REVISION DATE BY PROJECT MANAGER: IM\rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, STH FLOOR, NEW YORK, NY 10001 212.768.0800 1 TPOARCHITECTURE.COM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEYS FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RUSE, MIS -USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. N.T.S. AMAZON BURLINGAME-STOREFRONT 1238 BURLINGAME AVE. BURLINGAME, CA 94010 DRAWING STOREFRONT DETAILS SEAL DATE 11.08.2019 PROJECT NO. 1519626-00 1) ARCS pOBERT SCALE AS NOTED ✓G� r� DWG NO. 36476 $131/2, A-101 N9�e F CAL1p�Q= CAD FILE NO. SCALE: 1 - 112" =1'-0"