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Plans (71) BU P2019-00243 OFFICE COPY OFFICE COPY RESPONSIBILITY MATRIX DRAWING LIST # REQUIREMENTS F I REMARKS ai1i aeon 1 BARRICADE NOREQUTE:GCMENTSTO COVER WINDOWSCOORDINATE DURING CONSTRUCTIONAZONMARKETINGPOSTERS 8 PER THE LZ F._; CNIIIIIIIIIIMmiller IRE . W7TNOPMFORAM rill , ARCHITECTURAL 2 DEMOLITION G G SITE SPECIFIC T-001 COVER SHEET • • a , DUMPSTERS G G A-002 ACCESSIBILITY&SIGNAGE ♦ • DAILYMlEEKLY CLEAN UPS G G GC TO PLAN TO REMOVE TRASH DAILY A-003 GENERAL Nares ♦ J RECEIVE D FINAL CLEAN UP G G A-004 GENERAL NOTES • INSPECTION/COORDINATION G G A-0O5 GENERAL NOTES • • AUG 2 9 2019 DI aft. SHOP DRAWINGS 0 0 OWNER TO PROVIDE FIXTURE SHOP DRAWINGS TO A,006 cEnERAL NOTES • • CITY OF TIGARD • 8 SPECIAL INSPECTIONS G G A`4CHORINGDEIAILSEDF SOH SHELVING BYAOR ENGINEERS)- DM-111 DEMOLITION FLOOR PLAN • • BUILDING DIVISION COORDINATEAS NEEDED BY JURISOICMON DM-112 DEMOLITION REFLECTED CEILING PLAN • • N/ ftliiiitil 4.17 9 CONCRETE SLAB-X-RAY G G A-011 EGRESS&LFESAFETY FLOOR RAN • • `/'� r 7�� 10 CONCRETES AB-POUR BACK G G (SITE SPECIFIC] A-117 CONSTRUCTION&FINISH FLOOR PLAN • • CITY OF TIGARD 11 FURREDWALLSFMETALBACKING/FIRE-RETARDANT TREATED BLOCKING G G A-121 FFE&SIGNAGE FLOOR RAN • • REVIEWED FOR CODE COMPLIANCE 12 FINISHES G G SEE FINISH SCHEDULE FOR DETAIL A-211 STDREFRONTSECTIONS&ENLARGED DETAILS • • Approved- [_.J I 13 INTIEXT.DOORS G G SEE DOOR SCHEDULE FOR DETAILS A-301 INTERIOR ELEVATIONS-FOH • • ) OTC. ( I (SITE SPECIFIC,CONFIRM WORK LETTER] A-504 ENLARGED BACK-OF-HOUSE PLAN • • Pcrnr>E�c #• q - 1� 14 INTIEXT.DOOR HARDWARE G G • SEE HARDWARE SCHEDULE FOR DETAIL aaa 15 INTIEXT.DOOR CORES4KEYS 0 G SEE HARDWARE SCHEDULE FOR DETAIL A-801 TYPICAL PARTITION DETAILS • .ddresss 16 FIXTURES!CASEWORK 0 SEE FIXTURE SCHEDULE FOR RESPONSIBILITY Suite #: - O -7 17 LIGHT FIXTURES V V SEE LIGHTING SCHEDULE FOR RESPONSIBILITY STR JGTURAL „„' By; Date: q L.I.- 9 18 SIGNAGE ENVIRONMENTAL GRAPHICS V V JOCI ONLY REPLACING'COFFEE”ON BRICK 20TH'MORE BOOKS' 0 00 GENERAL NOTES&ABBREVIATIONS f 19 OPS EQUIPMENT(CASH PROGRAM) G SEE OPS ACCESSORIES SCHEDULE FOR DETAIL 5-002 FLOOR FRAMING PLAN t LOCATION MAP BUILDING MAP 20 MEP/TECHNOLOGY 0 G SEE MEP AND TECHNOLOGY DRAWINGS FOR DETAIL 5-003 DETAILS • 21 WOOD FLOORING • A AAZO \I BOO KS AMAZON BOOKS - AMAZON BOOKS --- WASHINTON SQUARE WASHINTON SQUARE + a' ¢ � �. x PORTLAND, OR 97223 :I, SPACE#G-07 i VENDOR SCOPE CONTACT PHONE ALT.PHONE EMAIL 1 PORTLAND, OR 97223 OPTO FIXTUREEE SUPPLIER JAMPOULOS 047 541 6786 x5751 630 594 4416 JPOULOS@OPTOSYST€M-COM 1 � TOX FIXTURE SUPPLER SHANNON REED 253904501?9 205 282 2025 SHANNON.REED@IDXSEATTLE.COM WAS -I \1GTON SQUARE1 1 1 VIRA INSIGHTS FIXTURE SUPPLIER DON CRONK 817 552 2575 6155106052 t3CRONK[�1VIRAkNSIGHT.CCIM 1 r 1 1 MADIX INC. FIXTURE SUPPLIER SCOTT HUFFAKER 208 8l0 0583 SHUFEAKER@MAD/XINC.COM 1 1 i DHPACE CORES BRYAN FIELDS 8164802464 988 643 3667 SRYAN.FIELDSWDHPACE.COM I ANEXTER TECH EQUIPMENT MIRANDA GRIFFITH 206 394 9221 MIRANDA GRIEFIIH9FANIXFER COM 1 1 1 I SEA SOURCE INTERNATIONALWOOD FLOORING SUPPLIER JASON BRUBAKER 404 409 7768 1BRUELAKER@NYDREE.COM rt, 1 s DAcE #G _07 . I 1 CONCRETE STAIN KYM NELSON 801 2243800 KNELSON@SEALSOURCE.COM W. I L-J " - - --- +4. METO ESL ACCESSORIES!RAILS MARKUS EPPENSTEINER .49 0 6272 928305 MEPPENSTEINER@METO.0OM --..;_,: - - CC VES DOE CNTAGT LIT I 1 -- VENDOR SCOPE CONTACT PHONE ALT,PHONE EMAIL MUSIC KARINA 512 583 KAB SMOODSQ . OOD MEDIA SYSTEM 344 E3iA COM9585 W WASHINGTON R0 ■ DHPACEHARDWARE JEFF CURTIS 303 356 31 44 JEFF CURTISODHPACECCV SHERWIN WILLIAMS PAINT BRIAN KEIL 425 623 2017 X.104 BRIAN.KEIL@SHERWIN=COM BUSSTRUT LIGHTING AND OVERHEAD POWER MICHAEL GELLERT 614 933 8695 X1000 MGEL.I.ERT@BUSSTRUT.COM DISTRIBUTION P O RT LA N 0 OR 9 7 2 2 3 ESL GATEWAYS,TAGS MATT CABRAL 206 295 9685 MATTCASR@AMAZON.COM INTERFACE FLOORINGIFLOR CARPET JAY LOGHRAN 425 292 0482 425 495 7864 IAH-JOGHRAN@INTERFACE.COM PROJECTCONTACTS BOSTON BARRICADE BARRICADE AMY LOPEZ 772 257 7390 ALOPEZ@BOSTONBARRICADE COM PERMIT SET 08/09/19 SAC PROGRESS SET 08/05/19 SAC OWNER LANDLORD CONTACT ARCHITECT OF RECORD MEP ENGINEER NO. REVISION DATE BY AMAZON CORPORATION, LLC MACERICH /WASHINGTON SQUARE MALL RH SWEERS ARCHITECT HENDERSON ENGINEERS, INC. . PO BOX 81226 9585 S.W. WASHINGTON SQUARE ROAD 11327 MACKEY 5555 REDWOOD SUITE 201 PROJECT MANAGER: SEATTLE, WA 98108-1226 PORTLAND, OR 97223 OVERLAND PARK, KS 66210 LAS VEGAS, NEVADA 89118 TpG kr CONTACT: KAREN L. MAYNARD CONTACT: RH HANK SWEERS ec u re DESIGN MANAGER TEL: (602) 953.6200 TEL: (816) 213.7082 CONTACT: MINDY BRABEC CONTACT: CYANNA DIRAIMO EMAIL: KAREN.MAYNARD©MACERICH.COM EMAIL: RHS2@SWEERSARCH.COM TEL: (702) 635.3523 TEL: 206.435.2361 EMAIL: EMAIL: CYANNAD@AMAZON.COM MINDY.BRABEC@HENDERSONENGINEERS.COM TPG ARCHITECTURE, LLP BUILDING DEPARTMENT DESIGN ARCHITECT TPG ARCHITECTURE LLP31 PENN PLAZA PROJECT MAANGER DAN NELSON, SR. PLANS EXAMINER STRUCTURAL. ENGINEER 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 CONTACT: KRISTIE KUCUR, OPM CITY OF TIGARD 132 W. 31ST STREET, 5TH FL. AUE 212.768.0800 1 TPGARCHITECTLIRE.COM TEL: 206-890-1285 13125 S.W. HALL BLVD. NEW YORK, NY 10001 PLAZA 520, 13228 NE 20TH STREET SUITE 100 EMAIL: KKUCUR@PLUMPROJECTSERVICES.COM TIGARD, OR 97223 BELLEVUE, WA 98005 IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN TEL: (503) 718,2436 CONTACT: SCOTT COREY AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT TEL: (212) 536.5192 CONTACT: BRIAN UNSDERFER PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE EMAIL: SCOREY@TPGARCHITECTURE.COM LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND @ TEL: (425) 502.5071 COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, EMAIL: BRIANU@AU-ENG.COM 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. IN ASSOCIATION WITH ARCHITECT: R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT RHS2@SWEERSARCH.COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE CONDITIONS / IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY SIGNATURE AND SEAL. DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, a , AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! rn PROJECT N WASHINGTON SQUARE N SPECIAL NSPECT1O � RPOUIREO TENANT SPACE (G-07) State of dragon S>Ii ,;1;Liialaclalty Cod® 9555 S.W. WASHINGTON SQUARE RD. 0 ❑ Concrete and ReirTtorring Steel ' PORTLAND, OR 97223 c \ ..,�, c� "4:11:10-Botts Installed.,,Concrete DRAWING o EDSpecial Morn t- esisling1Bancrete Trams COVER SHEET w Relnforcince?.eos A Prestressing Steel Tendons Li., cip Stnictura!i.`'."L1ir L! o El TPG ARCHITECTURE , LLP ❑ structural .::_..�ra:y. • `•'' 0 Reinforlc,ci 2' -line Concrete SEA' DATE v • • E gD A� 08/09/2019 NI 31 PENN PLAZA 0 Insulating .,;(:I�:ti'?:i"., T.,;� Q �,, , PROTECT No. 1519820-00 ❑ Spray Aj's '- • r jVe Materials As; NI 03 ❑ Piling$ L :�. ..,,, :Inc!t:aissons R -a ~ V` F . • SCALE AS NOTED 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 ❑ 5hatlrrr , ;! _ iiii z r„ s , ,/,4if r • DWG NO. z ❑ Sped«i Grldir,a. = xravatlon and F1Nr1g K 212 .768.0800 TPGARCHITECTURE .COM Smoke-C:unn. Syie,n �.�� A-001 co coo I �OFOR o ❑ Other Inspection,_�_„_ SIGNED 08f27J2019 csim '-- --._.a_. Digitally signed by Richard H Sweers II o) Date: 2019.08.27 09:00:26-05'00' CAD FILE NO. 7, rn Cn • Co - RAMPS PROTRUDING TR IN:G.OBJECTS SANITARY FACILITIESG ONT D ACCESSIBILITY CLEARANCES WALKS AND WALKWAYS - A. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON A. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS KNEE AND TOE CLEARANCE E. LAVATORY:PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE PULL SIDE X PUSH SIDE `�- SURFACE NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN GREATER THAN 1:20(1:12 MAX.) A. PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 27"AND 80" FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER _ _ _ _ _ _ LEVEL EXCEEDING 1/4 INCH, AND SHALL BE A MINIMUM OF 4 FEET IN B. 1:12 SLOPED RAMPS WITH LENGTH GREATER THAN 72" SHALL HAVE ABOVE FLOOR MAY PROJECT 4" MAXIMUM. LEADING EDGE AT OR THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 861111(1:161E001 r r I 1 1 1) 1 1) 1 _ WIDTH. HANDRAILS ON BOTH SIDES. BELOW 27"MAY PROJECT ANY AMOUNT.FREE STANDING PROJECTIONS INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE of I ♦ 118 455 In co N I I I a B. SURFACES WITH A SLOPE OF LESS THAN 6 PERCENT GRADIENT SHALL C. THE TOP LANDINGS ON A RAMP MUST BE AT LEAST 60 INCHES IN WITH LEADING EDGE BETWEEN 27" AND 80" ABOVE FLOOR MAY AT LEAST 30 INCHES _ - 132-38 1 38 132-38 I 38 BE AT LEAST AS SLIP RESISTANT AS THAT DESCRIBED AS A MEDIUM DEPTH. PROJECT 12" MAX. PROJECTIONS MAY NOT REDUCE MANEUVERING F. WIDE,TO 9 INCHES ABOVE THE FLOOR AND 17 INCHES DEEP FROM THE _ _ SALTED FINISH. D. IF A DOOR SWINGS ONTO A TOP LANDING, THE MIN. LANDING SPACE,OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE. FRONT OF THE LAVATORY.PROVIDE A CLEAR FLOOR SPACE 30 INCHES I ( 4 I o C. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER DIMENSION SHALL BE NOT LESS THAN 42 INCHES CLEAR PLUS THE B. HEAD ROOM:80"MINIMUM CA:84"MINIMUM X 48 INCHES IN FRONT OF LAVATORY.THE CLEAR SPACE MAY EXTEND ! L SHALL BE SLIP-RESISTANT. WIDTH OF THE DOOR. INTO KNEE AND TOE SPACE UNDERNEATH THE LAVATORY. INSULATE 114 30 mina, D. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. E. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN ITS DEPTH. 18•_19• HOT WATER AND DRAIN PIPES UNDER LAVATORIES. NO SHARP OR OA 760 E. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF F. THE TOP LANDING SHALL EXTEND NOT LESS THAN 24-INCHES BEYOND / ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES. FAUCET NOTE:x=12 in.(305 mm)if the door GRATING WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE THE STRIKE SIDE OF THE DOOR AT EXTERIOR RAMPS AND 18-INCHES i CONTROLS ARE REQUIRED TO BE OPERABLE WITH ONE HAND AND has both a closer and a latch v E SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS AT INTERIOR RAMPS. �� _ CANNOT REQUIRE GRASPING, PINCHING,OR TWISTING OF THE WRIST. FRONT APPROACHES- SWINGING DOORS CABINET HEIGHTS - SHALL BE PERPENDICULAR TO THE PROMINENT DIRECTION OF TRAVEL G. THE BOTTOM LANDING SHALL BE NOT LESS THAN 60 INCHES CA: 72 \ ( THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5 (A) (B) AND A MAXIMUM OF 1/2' IN SIZE. CA: GRID OPENINGS IN GRATINGS INCHES DEEP. I LB/F. Counter --4-- Handrail Handrail SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF TRAFFIC FLOW. H. INTERMEDIATE LANDINGS SHALL BE PROVIDED AT TURNS AND \ ,� G. LAVATORY:PROVIDE A CLEARANCE OF AT LEAST 29 INCHES FROM THE PUSH SIDE 30 min. F. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK WHENEVER THE CHANGE IN LEVEL EXCEEDS 30INCHES. Q Hi FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER PULL SIDE 54 760 EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THE I. INTERMEDIATE LANDINGS ON RAMPS SHALL HAVE A DEPTH OF NOT z , THE FRONT LIP EXTENDING A MINIMUM OF 30 INCHES WIDE, TO 8 i min. t �' 1 1 1 PROVISIONS FOR PEDESTRIAN RAMPS. LESS THAN 5'-0'.WHERE A CA:30 DEGREE CHANGE IN RAMP DIRECTION M -:•-• ri It O� INCHES MINIMUM DEPTH AT THE TOP. PROVIDE FOR THE CLEARANCE 11* 1 +-r-1�- _ 38 G. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL OCCURS,A MINIMUM 72"BY 72"LANDING SHALL BE PROVIDED. "' ��- III�I�/\' AT LEAST 30 INCHES WIDE, TO 9 INCHES ABOVE THE FLOOR AND 17 Suggested (11) 132-38 1 " �I , INCHES DEEP FROM THE FRONT OF THE LAVATORY.PROVIDE A CLEAR X1 �r - NOT EXCEED 1/2 INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY J. RAMPS SHALL BE NOT LESS THAN 4'-0 WIDE. RAMPS SERVING A = :�: �I, o `' SupplySHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT PRIMARY ENTRANCE FOR AN OCCUPANT LOAD OF 300 OR MORE \ \ st. "� FLOOR SPACE 30 INCHES X 48 INCHES IN FRONT OF LAVATORY. THE r_tn I -I Lines LEVEL CHANGES NOT EXCEEDING 1/4 INCH MAY BE VERTICAL. WHEN PEOPLE SHALL BE NOT LESS THAN 5-0"WIDE. CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE UNDERNEATH i - * (1r);icc 8 WITH THE REQUIREMENTS FOR CURB RAMPS. SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP. HANDRAILS CHANGES IN LEVEL GREATER THAN 112 INCH ARE NECESSARY COMPLY K. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND 6'MAX. / / / / 8'MIN. THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER CLEAR CLEAR LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED NOTE:x=36 in.(915 mm) NOTE:y=48 in.(1220 - H. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 SHALL BE 34 TO 38 INCHES ABOVE THE RAMP SURFACE AND EXTEND A / / UNDER LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE min. if y=60 in.(1525 mm) mm) minimum if door INCHES BY 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARD THE MINIMUM OF 1 FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP. OPERABLE WITH ONE HAND AND CANNOT REQUIRE GRASPING, x=42 in.(1065 mm)min. has both a latch and a `'r 17 min. WALK,AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP THAT L. SURFACES OF RAMPS SHALL BE SLIP-RESISTANT. PINCHING, OR TWISTING OF THE WRIST. THE FORCE NECESSARY TO if y=54 in.(1370 mm) closer _ 430 - 111-1i I 1 I -1 1 .` A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.SUCH WALKS M. RAMPS & LANDINGS WITH DROP OFFS SHALL HAVE CURBS, WALLS, 17"MIN. OPERATE CONTROLS IS NOT TO EXCEED 5 LB/F. - rn - r- -. —r_ - - 7 32-38 38 - 32-38 38 SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A RAILING OR PROJECTING SURFACES THAT PREVENT PEOPLE FROMDEPTH H. ACCESSORIES: WHERE TOWEL SANITARY NAPKIN AND WASTE N 1"... Cs1 CO Q) N Clear ELECTRICAL: _ c I Floor . DOOR OR GATE THAT SWINGS TOWARD THE WALK. SLIPPING OFF THE RAMP. CURB SHALL BE A MIN. 2" IN HEIGHT. A. ELECTRICAL RECEPTACLES(15,20 AND 30 AMPS)SHALL BE AT LEAST 15 RECEPTACLES AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE I Space (C) (E) (D) I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS MAXIMUM ELEVATION CHANGE BETWEEN LANDINGS IS 30". INCHES ABOVE THE FLOOR. PROVIDED,AT LEAST ONE OF EACH TYPE IS TO BE LOCATED WITH ALL HINGE-SIDE APPROACHES- SWINGING DOORS - „_L - - Handrail Grab Handrail OF AT LEAST 5 FEET IN LENGTH AT INTERVALS OF AT LEAST EVERY 400 60"-MIN. B. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, OPERABLE PARTS, INCLUDING COIN SLOTS, WITHIN 40 INCHES FROM —� Bar FEET. 1r \ )( HEATING AND VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 3 THE FLOOR. NOTE:All doors in alcoves shall comply with clearances for front approaches. - J. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY,AND THE WALKING 3"MAX, z FEET NOR MORE THAN 4 FEET ABOVE THE FLOOR. I. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES 48 min. \19 max. SIZE & SPACING OF SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OR OTHER 24"EXT. C. FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES MAX ABOVE THE FROM THE FLOOR. PULL SIDE PUSH SIDE E 485 ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, v [18.INT. J. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN T MIN TO 9' 24 min. TC 1220 HANDRAILS & GRAB BARS THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY AFLOOR,GROUND OR SIDEWALK. MAX.FROM THE FRONT EDGE OF THE TOILET SEAT. 610 CONTINUOUS DETECTABLE WARNING WHICH IS36 INCHES WIDE. SEE SMP---0 K. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND 6 max.Toe / DOWN PUBLIC TELEPHONE: ___1--1- - - -,24 min. '-r 1 32 min DETECTABLE WARNING TEXTURE DETAIL. LANDING AT RAMP A. A CLEAR FLOOR OR GROUND SPACE AT LEAST 30 INCHES IN BY 48 MOUNTING DEVICES SHALL MEET THE SPECIFICATIONS OF THE 1610 c I I Knee " , Clearance 150 815 INCHES THAT ALLOWS EITHER A FORWARD OR PARALLEL APPROACH AMERICAN DISABILITIES ACT. Clearance /, 17 min.Lay. BY A PERSON USING A WHEELCHAIR SHALL BE PROVIDED AT L SINGLE ACCOMMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 ENI X I 4= m* -E 2 I I 8 min.205 Depth 430 I f I TELEPHONES. BASES, ENCLOSURES, AND FIXED SEATS SHALL NOT INCHES IN DIAMETER IS REQUIRED FOR SINGLE ACCOMMODATION co>- v .-1 ›- `t `-I I !►1 — IMPEDE APPROACHES BY PEOPLE WHO USE WHEELCHAIRS. TOILET ROOMS. ! * B. THE HIGHEST OPERABLE PART OF THE TELEPHONE SHALL BE NO 4- `� I HIGHER THAN 48 INCHES ABOVE FINISH FLOOR. _ ill( --i- _ _ DRINKING FOUNTAINS: --i - L I I I MINN ' E 17-19 _ A. PROVIDE HI-LOW DRINKING FOUNTAIN, 17 INCHES TO 19 INCHES IN — - 1... --- . = 4=q NOTE:y=54 in.(1370 NOTE:y=48 in.(1220 430-485 i ` 3 TACTILE,; SIGNAGE - DOORS; DEPTH WITH CLEAR KNEE SPACE BETWEEN BOTTOM OF APRON AND _ moss. mm) minimum if door has mm) minimum if door has = FLOOR NOT LESS THAN 27 INCHES HIGH, 30 INCHES WIDE AND = o ■■■s■ s a closer a closer p E NI PROJECTING 8 INCHES UNDER FRONT EDGE OF FOUNTAIN. — 3 - x EENEN s A. SIGNS IDENTIFYING PERMANENT ROOMS OR SPACES OR PROVIDING A. LATCHES AND LOCKSETS:PROVIDE LEVER TYPE,PUSH-PULL OR PANIC B. SPOUT OUTLET FOR LOWER FOUNTAIN TO BE 36 INCHES MAXIMUM - ����� `,• -j— LATCH-SIDE LATCH-SIDE APPROACHES- SWINGING DOORS a ABOVE FLOOR. SPOUT OUTLET FOR UPPER FOUNTAIN TO BE BETWEEN I �, INFORMATION OR DIRECTION, TO INCLUDE RAISED CHARACTERS, TYPE HARDWARE 34 INCHES TO 48 INCHES CA:44 INCHES ABOVE TOILET ACCESSORIES v 38 INCHES AND 43 INCHES ABOVE FLOOR. -�/�- - - x CONTRACTED GRADE II BRAILLE AND PICTORIAL SYMBOLS. FLOOR. C. BUBBLER TO BE ACTIVATED BY A HAND OPERATED LEVER LOCATED E ,n E ,, o E m B. WHEN SIGNS IDENTIFY, OR GIVE INFORMATION ABOUT ACCESSIBLE B. ADJUSTABLE CLOSURE PROVIDED WITH MAXIMUM PRESSURE FOR 36"BAR 32" J' 18•J r E �, I 36 min �, WITHIN 6 INCHES OF THE FRONT OF THE FOUNTAIN OR BY A PUSH BAR ISI : + co C0 rn cNI cn CM w 915 N ELEMENTS AND FEATURE OF A BUILDING OR SITE, THEY SHALL OPENING DOORS AS FOLLOWS: ALONG THE FRONT OF THE FOUNTAIN. \ ?AIN LEA INCLUDE THE APPROPRIATE SYMBOL OF ACCESSIBILITY OR INTERIOR DOORS 5 POUNDS PRESSURE �, PICTOGRAM,WITH THE EQUIVALENT VISUAL AND TACTILE DESCRIPTION EXTERIOR DOORS -8.5 POUNDS PRESSURE D. BUBBLER TO PROVIDE A FLOW OF WATER 4 INCHES HIGH AND BE a •._ U U PLACED DIRECTLY BELOW THE PICTOGRAM.THE OUTSIDE BORDER OF FIRE DOORS PER ADMINISTRATIVE AUTHORITY LOCATED 5 INCHES MAXIMUM FROM FRONT OF UNIT. w THE PICTOGRAM SHALL BE MINIMUM 6"IN HEIGHT. DOOR CLOSURES TO BE ADJUSTED TO CLOSE FROM AN OPEN J o 30" 8 min. 6 max. Minimum Clear Width forc z / Cr --.4..= C. VISUAL CHARACTERS SHALL BE UPPERCASE, STANDARD SANS SERIF POSITION OF 90 DEG IN NOT LESS THAN 5 SECONDS TO A POINT 12" FROM ¢ - r �' 205 150 Single Wheelchair FONT. VISUAL CHARACTERS TO HAVE A WIDTH-TO-HEIGHT RATIO OF LATCH. ADJUST CLOSURES AFTER INSTALLATION AND TEST DOOR �z (f��( BETWEEN 3:5 AND 1:1 MEASURED BY THE WIDTH OF AN UPPERCASE 0& COMPLIANCE. CA: MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 'cr. �� * Equipment Permitted In Shaded I,32'TO J, 6i MIN.DIA.• o o 4 Area -�/` �_ THE HEIGHT OF AN UPPER CASE I&A STROKE WIDTH-TO-HEIGHT RATIO POUNDS PRESSURE. FIRE DOORS SHALL BE MAXIMUM 15 POUNDS. _-,_ ACE 0 OF BETWEEN 1:5&1:10 MEASURED BY THE WIDTH OF AN UPPERCASE I. C. FLOOR LEVEL AT DOORS 15'MIN. DOOR 3- �j 4'-0"MIN. t� —i. co 48 min. , i CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR Cl.. THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE z w )( X / 5.MAX. J► �� MAX. IU L��d I III I 1220- BACKGROUND. CHARACTERS, SYMBOLS AND BACKGROUNDS SHALL THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOOR WAY. o �' I a z z SPOUT 17-19 I ! I 1 HAVE A NON GLARE FINISH. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE `�"' _.�� )( 48" )( 60" 34"M N. ~ r r 1430-485 w D. TACTILE CHARACTERS SHALL BE UPPERCASE,STANDARD SANS SERIF BEVELED WITH A SLOPE NO GREATER THAN 1:2.(SEE BELOW). �`- to a' 30"X 48" MIN. MIN. CLEAR to; ' FONT, RAISED 1/32" OFF THE BACKGROUND. THE HEIGHT OF TACTILE " \ MIN.CLEAR - - - '14" CHARACTERS SHALL BE BETWEEN 518"AND 2'.CHARACTERS SHALL BE " L FLOOR SPACE —�� -I I `' SHOWN DASHED TOILET ROOM PLAN ` :9 yr 9� ACCOMPANIED BY GRADE II BRAILLE LOCATED 318 MIN.BELOW BOTTOM 5 MAX.- .y MULTIPLE ACCOMMODATION PERMIT SET 08/09/19 SAC I I ` EDGE OF CHARACTER. 2 SPOUT _ r ji (94 �o = E. GRADE 2 BRAILLE SHALL HAVE DOMED OR ROUNDED DOTS RAISED -11 I E �r1� \112'MAX. / -r \ 5,-0" PROGRESS SET 08/05/19 SAC I I o . 1/40"OFF THE BACKGROUND,WITH DOTS SPACED 1/10•WITH-IN CELLS, i L ;st CLEAR I ) J TWO HINGED DOORS IN SERIES I a� , -I I c' r` ' ` THRESHOLDS _-114"MAX. 18'TO24" FLOOR AND 2110'BETWEEN CELLS. B. 36"BAR MINI. G ( 42"BAR MIN. 17'-18" 17"-18"-k CC NO. REVISION DATE BY F. TACTILE SIGNS SHALL BE MOUNTED 48"MINIMUM,TO THE BASELINE OF SPACE 6•MAX.-/ ,If FOR CA FOR CA ,� .t' • _IL" THE LOWEST TACTILE LETTER, AND 60" MAXIMUM ABOVE THE FLOOR _ - 8 MIN. _- u, 24 max. _`�,_ _ TO THE BASELINE OF THE HIGHEST TACTILE LETTER. AN 18" X 18" C.2. LEVEL FLOOR OR LANDING:THERE SHALL BE A LEVEL AND CLEAR 5.MAX 8'TO 24" 0 ` ' PROJECT MANAGER: CLEAR SPACE IS REQUIRED IN FRONT OF THE TACTILE SIGN, BEYOND AREA ON EACH SIDE OF AN EXIT DOOR.THE LEVEL AREAS SHALL 28" 1 32"MIN. 610 _„4.._ 1 SPOUT _ l - ' / 060 min THE ARC OF ANY DOOR SWING. WHERE SIGNS ARE MOUNTED AT BE AS SHOWN BELOW.THE SPACE BETWEEN TWO CONSECUTIVE N --. MIN. zo E-•'... -1 CLEAR Q 1525 DOORS,THE SIGN SHALL BE ON THE LATCH SIDE OF THE DOOR.WHERE DOOR OPENING (VESTIBULE) SHALL PROVIDE 48 INCHES OF 60'MIN. \rchitecture SIGNS ARE MOUNTED AT DOUBLE DOORS, OR WHERE THERE IS NO CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH SPACE(SEE -=i��` \ d 60"MIN.DIA. CLEAR �'NA � � WALL SPACE, THE SIGN SHALL BE MOUNTED ON THE NEAREST ACCESSIBILITY CLEARANCE DRAWINGS THIS PAGE). `�!/ / \ -- ...f 4'MAX.41( o1.- X Minimum Clear Width for ADJACENT WALL,PREFERABLY THE RIGHT SIDE. D. DOOR WIDTH & HEIGHT: 3 FEET WIDE AND 6 FEET 8 INCHES HIGH. �� ` / 12'i E „ cCLEAR WIDTH: 32 INCHES MINIMUM WITH DOOR OPEN 90 DEG. TPG ARCHITECTURE, LLP co E N Two Wheelchairs �I ., _ ao N MEASURED FROM THE FACE OF THE DOOR TO THE OPPOSITE STOP. X -— v -" 54 min. _ \ E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND z a 1:" PRIVACY LOCK 11'� MINIMUM CLEAR WIDTH FOR WHEELCHAIRS ` 0 SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW �� c Z r� MIN' ON DOOR 31 PENN PLAZA 39 41 max. \ �a� 132 WEST 31ST STREET,5TH FLOOR, NEW YORK, NY 10001 36 min. IPTHE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT ' i - - 990-1040 42 min. 624 10 In X15 305 In b z CREATING A TRAP OR HAZARDOUS CONDITION. 4 3• sz MIN.CLR. TOILET STALL 212.768.0800 I TPGARCHITECTURE.COM t2 / 1065 \ MULTIPLE ACCOMMODATION 21 max. _ ii 535 - M 305 TOILET PAPER 90 Tum DRINKING FOUNTAINS INCONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT a \ T-P" VERTICAL GRAB BAR PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE []' Ln 18" J y REQUIRED IN WA. co 7c7) -�--�- PRIVACY TOILET -1/2" LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND UNOBSTRUCTED SIDE REACH CDto co rn o co LC EAR \ 14" , ICLR. �' 42'GRAB BAR COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, j6 E �., o v 4 = SPACE / � c)� 1 r- 0-) a, °, Q' �, o •� i cc¢ OR IN ANY WAY CONNECTED WITH THE USE, RE USE, MIS USE, MODIFICATION, co co 00 co f— , N .� RESTROOM Q m �.` •� STAIRWAYS; =. SANITARY;FACILITIEr7 " L. ROLL PAPER HOLDER OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 1 7 9 € -"tell WITHOUT STOPS BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 180 230 17 M c� \� \ IN ASSOCIATION WITH ARCHITECT: G. CALIFORNIA ONLY: MOUNTING LOCATION & HEIGHT. WHERE A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE.HANDRAILS MUST A. GEOMETRICAL SYMBOLS NOTE:THESE FIGURES ARE ILLUSTRATIVE ONLY AND DO NOT DELINEATE Side Wall Back Wall PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, BE 1 1/4 INCHES TO 2 INCHES CA: 1-1/2 INCHES IN CROSS SECTIONAL A1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, SHALL BE THE ONLY MEANS OF COMPLIANCE.REFER TO PLANS FOR EXACT LAYOUT R H SWEERS II, PROPRIETOR /�t \ N c f SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH DIMENSION AND 1 1/2 INCHES CLEAR FROM THE WALL. EDGES SHALL IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH OF TOILET ROOMS. RH SWEERS ARCHITECT A� CD -� -,N -N/4- -,/�- SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH HAVE A MINIMUM RADIUS OF 1/8 INCH. HANDRAILS SHALL NOT ROTATE EDGES, 12 INCHES LONG AND VERTEX POINTING UPWARD. SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED IN THEIR FITTINGS. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE RHS2@SWEERSARCH.COM ii* 42 min X 42 min ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. B. EXTERIOR STAIRS:CAST IRON(NON-SKID)STAIR NOSINGS MINI.2"WIDE 1/4 INCH THICK WITH EDGES,12 INCH IN DIAMETER. THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM \ / 1065 1065 CONTRASTING COLOR STRIPE AT UPPER APPROACH AND AT EVERY A.2. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE M MOUNTING HEIGHT SHALL BE 60"ABOVE THE FINISH FLOOR TO THE TREAD. 1/4 INCH THICK, 12 INCH DIAMETER,WITH A 1/4'THICK TRIANGLE CONDITIONS/ IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY NOTE:DIMENSIONS SHOWN APPLY WHEN X<48 IN. CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE C. INTERIOR STAIRS:MINIMUM 2 INCH WIDE CONTRASTING COLOR STRIPE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH o \ _ 54 min. (1220 MM.). DETERMINED SO THE A PERSON MAY APPROACH WITHIN 3" OF SIGN SIGNATURE AND SEAL. 1370 (B) AT UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF STAIRS DIAMETER. 36 min. WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING O 60 --•� 39-41 max. ,� ' 915 -+- WITHIN THE SWING OF A DOOR. TO BE LOCATED 1 INCH FROM NOSING. STRIPE TO BE AS A.3. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, N min. 990 1040 42 min. 24 min. 12 min. SLIP-RESISTANT AS STAIR TREADS. DOORS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60' i AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! N 1525 12 / 1065 610 \ 305 AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY ., ,nal Tums Around an DIFFERENT. PROJECT ithQ (A) 305 - Obstruction A4. RAISED LETTERS SHALL BE PROVIDED IN CONFORMANCE TO ANSI ll/-TOILET PAPER SECTION 703.4.2 AND ACCOMPANIED BY GRADE II BRAILLE PER WASHINGTON SQUARE o f ANSI 703.5 AND SHALL BE INSTALLED ON THE WALL ADJACENT TO . " [�—�+ € w `�~ EXIT ROUTE SIGNAGE THE LATCH OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL FORWARD,I SIDE REACH. ._ "' ., i. y M o ♦ (• 60' R=112" .. 6U" R=1/2" SPACE ON THE LATCH SIDE,INCLUDING AT DOUBLE LEAF DOORS, TENANT SPACE (G-07) MAX. MAX. SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL mm m?n co p� COM STAIRS 9585 S.W. WASHINGTON SQUARE RD. o --1-co A. EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE SUCH A. GEOMETRICAL SYMBOLS 36 \ TACTILE EXIT WITH THE WORD"EXIT.' 4 ,.� THAT BRAILLE IS BETWEEN 40" AND 60" ABOVE FINISHED SIGN. A.A. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH PORTLAND, OR 97223 z min 7 9 / € B. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR _ MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON FORWARD REACH SHALL BE 48 INCHES MAX AND THE LOW 915 ( 180 230 EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A 1 1/2" 1 1/2" MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOUT FORWARD REACH SHALL BE 15 INCHES MIN. ABOVE THE FLOOR. TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:1) MAX. MAX. ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN WHERE A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE DRAWING °o ,_ - _ Side Wall Back Wall `�- -%/4-- �- 'EXIT STAIRS DOWN" 2) 'EXIT RAMP UP' 3) 'EXIT STAIR UP" 4) 'EXIT = THE SWING OF THE DOOR. REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 I 36 min I 48 min 36 min RAMP UP" A.5. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE INCHES MAX.AND THE LOW SIDE REACH SHALL BE 15 INCHES MIN. ACCESSIBILITY & SIGNAGE 915 1220 915 C. EACH EXIT DOOR THAT LEADS DIRECTLY TOA GRADE-LEVEL EXTERIOR PROVIDE SECOND SET OF ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION ABOVE THE FLOOR.2A. EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY `v ,1,12"1,co HANDRAILS AT 24 (61) PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER A.B. EXCEPTION: EXISTING ELEMENTS SHALL BE PERMITTED AT 54 v (A)ci) SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS"EXIT WHEN CHILDREN ARE DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES INCHES MAX ABOVE THE FLOOR. () \k ROUTE.' PRIMARY USERS. (152 MM)IN HEIGHT. a ' 28 min 18D. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TOA A 4,TW B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN - - o• ¢ N , c 115-7 18712 CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT AUTOMATIC CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THES `n o •E 42 min R=112" \ cn O° Ili �f► 5� 5 11065 SIGN.SHALL BY IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS MAX. 1 COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED W rn iE. "EXIT ROUTE" �� N HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE .. SEAL DATE 08/09/2019 _ c \ F. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED - FLIP-OVER STYLE,SLIDING,OR OTHER HARDWARE NOT REQUIRING THE z a z a 'n N �' �` r -r BY A SIGN WITH THE WORDS"TO EXIT.' 1 •1/2" USER TO GRASP OR TWIST. i o- - r LAV (I) OVERLAP I J ! _ to �:� 3. ,D A r% PROJECT NO. 1519820-00 Q - 114 max 1/4 TO 1/2 x MAX.OVEr TW (12• ( M C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN _ \ ='�r�= "' O OSCILLATING HANDLE WITH A MINIMUM OPERATING FORCE OF 5 LB/F _I *_ \f co 0 6.5 6.5-13 \ OR BY A LOW VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE , I— ,f \ .AV - C' f SCALE 1/8" // v8" // ito \ ti AS NOTED r CLEAR CLEAR 2 LOCATED ON THE WIDE SIDE SO AS TO BE OPERABLE WITHOUT 1 I . - ' 0 cuN N FLOOR ♦ FLOOR a _ I I -I/ - EXIT EXIT ROUTE ,� l. 0 j N N REQUIRING EXCESSIVE BODY MOVEMENT. jt • DWG NO. CO CV - •:•A . ♦:i, Ftir♦ v - SPACE SPACE E •o I - HANDRAILS D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. °' P' ;.rA N4 r 10"MAX. ' if o w (B) _vv_ n �, FLUSH CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE 1 mspit {1 A-002 of ce T-Shaped SAME REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER SIDE FORWARD 1 ':`, CLOSET AND ARE TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. KS - co Space for 180 `'W 60 min (C) (D) RIM ELEVATION TO BE 17 INCHES A.F.F. O p NOTES: cP N m Tums 1525 Changes in Changes in -TW=TREAD WIDTH(11"MIN.) OF o% Zi--, • a Level Level -MINIMUM STAIR WIDTH=36" SIGNED 08127/2019 CAD FILE NO. f° rn u) WHEELCHAIR TURNING SPACE ACCESSIBLE ROUTE -ALL STAIRS TO HAVE CLOSED RISERS. Y_ J BUILDING CODE DATA - TYPE OF STORE: INTERIOR TENANT FIT-OUT WITHIN AN EXISTING 1. THE CONTRACT DOCUMENTS ARE ENUMERATED IN THE AGREEMENT BETWEEN 28. ON JOB SITE,IT IS TPG'S INTENT TO HAVE JOB SAFETY TAKE PRECEDENCE AT ALL AND SHALL NOT EXTEND TO THE ARCHITECT,HIS AGENTS,SERVANTS,OR BUILDING THE OWNER AND CONTRACTOR AND CONSIST OF THE AGREEMENT,CONDITIONS TIMES. THIS MEANS THAT ALL CONSTRUCTION TOOLS AND EQUIPMENT USED ON EMPLOYEES IN THE CASE OF DAMAGE OR INJURIES CAUSED BY OR RESULTING nia ® EXISTING OR NEW: EXISTING OF THE CONTRACT(GENERAL,SUPPLEMENTARY AND OTHER CONDITIONS), THE PROJECT MUST MEET THE LATEST OSHA STANDARDS,IN ADDITION ALL LOCAL FROM THE SOLE NEGLIGENCE OF THE ARCHITECT,THEIR AGENTS,SERVANTS,OR Sil ni a E - SQUARE FOOTAGE: 7,418 SF(GROSS) DRAWINGS,SPECIFICATIONS,ADDENDA ISSUED PRIOR TO EXECUTION OF THE STATE OR FEDERAL CODES HAVING JURISDICTION AT THE JOB SITE,MUST ALSO EMPLOYEES OR CAUSED BY OR ARISING OUT OF DEFECTS IN MAPS,PLANS, CONTRACT,OTHER DOCUMENTS LISTED IN THE AGREEMENT AND MODIFICATIONS BE CONSIDERED PART OF THE SAFETY REQUIREMENTS. ANY DAMAGED TOOLS OR DESIGNS,OR SPECIFICATIONS PREPARED,ACQUIRED,OR USED BY THE CODES: 'WITH LOCAL AMENDMENTS ISSUED AFTER EXECUTION OF THE CONTRACT. THE CONTRACTOR SHALL COMPLY EQUIPMENT MUST BE REPLACED IMEDIATELY. AT THE TIME OF COMPLETION OF ARCHITECT,THEIR AGENTS,SERVANTS,OR EMPLOYEES.IT BEING UNDERSTOOD BUILDING: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) WITH AND GIVE NOTICES REQUIRED BY APPLICABLE LAWS,STATUTES, THE PROJECT PLEASE INSURE THAT ALL EQUIPMENT AND TOOLS ARE REMOVED AND AGREED THAT FOR THE PURPOSES OF THIS SENTENCE NEITHER THE MECHANICAL: 2014 OREGON MECHANICAL SPECIALTY CODE ORDINANCES,CODES,RULES AND REGULATIONS,AND LAWFUL ORDERS OF FROM PROJECT. CONTRACTOR NOR ANY OF ITS AGENTS,SERVANTS,OR EMPLOYEES SHALL BE (OMSC) PUBLIC AUTHORITIES APPLICABLE TO PERFORANCE OF THE WORK. DEEMED TO BE AN AGENT,SERVANT,OR EMPLOYEE OF EITHER THE OWNER OR PLUMBING: 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) 29. ANY CONSTRUCTION TOOLS&/OR EQUIPTMENT USED ON PROJECT MUST BE THE ARCHITECT AND NEITHER THE ARCHITECT NOR ANY OF THEIR AGENTS, ELECTRICAL: 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) 2. THE TERMS"GENERAL CONTRACTOR,GENERAL CONTRACTOR,CONSTRUCTION PROPERLY GROUNDED&USE ONLY SOURCE OF POWER APPROVED BY BUILDING SERVANTS,OR EMPLOYEES SHALL BE DEEMED TO BE AN AGENT,SERVANT,OR MANAGER/MANAGEMENT"AND"CONTRACTOR"SHALL BE UNDERSTOOD TO BE THE MANAGEMENT SO AS NOT TO DISRUPT BUILDING'S ELECTRICAL SYSTEMS&MUST EMPLOYEE OF THE OWNER. FIRE SAFETY: 2010 OREGON FIRE CODES (OFC) SAME UNLESS SPECIFICALLY NOTED OTHERWISE. ALSO FOLLOW OSHA GUIDELINES OR ANY OTHER CODE REQUIREMENTS HAVING ENERGY: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE JURISDICTION OVER TOOLS AND EQUIPMENT. 50. ALL CONTRACTOR'S WORK SHALL BE PERFORMED IN A FIRST-CLASS,SKILLFUL (OEESC) 3. THE TERM"WORK"MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE MANNER,MATCHING&ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A ACCESSIBILITY: 2010 ADA CONTRACT DOCUMENTS,WHETHER COMPLETED OR PARTIALLY COMPLETED,AND 30. THROUGHOUT THE ENTIRE COURSE OF CONSTRUCTION THE GENERAL FINISHED NEAT APPEARANCE.CONTRACTOR SHALL CLEAN ALL SURFACES FREE INCLUDES ALL OTHER LABOR,MATERIALS,EQUIPMENT AND SERVICES PROVIDED CONTRACTOR AND ANY OTHER TRADE WORKING ON JOB SITE,MUST FOLLOW THE OF ALL DIRT&REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES CONSTRUCTION CLASSIFICATION: III-N I FULLY SPRINKLERED OR TO BE PROVIDED BY THE CONTRACTOR TO FULFILL THE CONTRACTOR'S CURRENT OSHA GUIDELINES IN ADDITION TO ALL LOCAL,STATE AND FEDERAL OF THE TRADE.ALL ADJACENT SURFACES TO THEIR WORK SHALL BE LEFT AS OCCUPANCY GROUP: B-2 I M(MERCANTILE) OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE OR A PART OF THE CODES HAVING JURISDICTION AS IT RELATES TO PROTECTIVE CLOTHING SUCH AS, THEY APPEAR PRIOR TO THE COMMENCEMENT OF THE CONTRACTOR'S WORK TO NUMBER OF STORIES: TWO PROJECT. IF THE CONTRACTOR PERFORMS WORK KNOWING IT TO BE CONTRARY BUT NOT LIMITED TO:HARD HATS,GLOVES,EYE PROTECTION,SHOES,AND BE DONE.CONTRACTOR SHALL PROPERLY PROTECT ALL ADJACENT SURFACES 'TENANT SPACE ON FIRST LEVEL TO APPLICABLE LAWS,STATUTES,ORDINANCES,CODES,RULES,REGULATIONS, CLOTHING AND/OR ANY OTHER PROTECTIVE CLOTHING NEEDED FOR A SAFE DURING THE COURSE OF THIS INSTALLATION.ALL NEW&EXISTING GLASS, FIRST LEVEL AT GRADE OR LAWFUL ORDERS OF PUBLIC AUTHORITIES,THE CONTRACTOR SHALL ASSUME ENVIRONMENT. ANY PEOPLE WORKING AT THE JOB SITE MUST FOLLOW THESE HARDWARE,&/OR CONSTRUCTION SHALL BE THOROUGHLY CLEANED IN A MANNER APPROPRIATE RESPONSIBILITY FOR SUCH WORK AND SHALL BEAR THE COSTS CODES AND REGULATIONS WITHOUT EXCEPTION. ACCEPTABLE TO THE OWNER. FIRE: ATTRIBUTABLE TO THE CORRECTION. THE GENERAL CONTRACTOR SHALL VERIFY AUTOMATIC SPRINKLERS: YES ALL JOB CONDITIONS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION,AND 31. ALL WINDOWS SHALL BE KEPT CLOSED IN THE WORK AREAS. 51. THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE THE DRAWINGS AND NUMBER OF EXITS: REQUIRED:2 PROVIDED:2 AS ANTICIPATED OR INFERRED PRIOR TO PRICING OR BIDDING. SPECIFICATIONS REGARDING THE LOCATIONS AND EXTENT OF BLOCKING OR MAXIMUM COMMON PATH OF TRAVEL: 75'-0" 32. ALL FIRE EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES. GROUNDS,AS WELL AS ANY STRUCTURAL STEEL OR METAL ANGLES AS MAY BE MAXIMUM DISTANCE TO EXITS: 250'(WITH SPRINKLERS) 4. PRIOR TO THE START OF ANY AND ALL WORK,TPG ARCHITECTURE LLC,TPG REQUIRED INSIDE WALLS FOR PURPOSES OF SUPPORTING MILLWORK.THE - PLANNING AND DESIGN LLC,TPG ARCHITECTURE LONG ISLAND,TPG 33. FIRE EXTINGUISHERS MUST BE KEPT ON THE JOB SITE DURING CONSTRUCTION. GENERAL CONTRACTOR SHALL ENSURE THAT THE COSTS OF SUCH BLOCKING, ARCHITECTURE AND TPG,HEREINAFTER REFERRED TO AS"ARCHITECT",SHALL BE PLUS,CONTRACTOR TO HAVE PROPER MEDICAL EMERGENCY KIT AVAILABLE AT GROUNDS,AND/OR STRUCTURAL SUPPORTS ARE CARRIED IN THE CARPENTRY OR NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH JOB SITE PER ALL APPLICABLE CODES AND REGULATIONS. MISCELLANEOUS ARCHITECTURAL METALS SUBCONTRACTORS'SCOPE OF WORK. THE SATISFACTORY COMPLETION OF THE WORK. _ 34. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE 52. BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE SHALL HAVE ACCESS NOTE: 5. THE CONTRACTOR SHALL HAVE EXPERIENCE ON AT LEAST THREE PROJECTS OF CLEANLINESS OF THE WORK AREA AND THE AREAS INVOLVED IN THE DELIVERY OF TO THE DEMISED PREMISES AT ALL TIMES,AND TO THE FACTORY OR SHOP OF ANY SIMILAR SIZE,COMPLEXITY AND QUANTITY AT LEAST EQUAL TO THOSE REQUIRED THEIR MATERIALS. OF THE SUBCONTRACTORS. 'REFER TO A-011 EGRESS&LIFE SAFETY FLOOR PLANS FOR OCCUPANT LOAD UNDER ALL DIVISIONS DETAILED IN THESE DRAWINGS. CALCS,PLUMBING FIXTURE COUNTS AND ADDITIONAL CODE ANALYSIS 35. GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REMOVE FROM THE 53. THE CONTRACTOR SHALL LEAVE ALL CHASES,HOLES,OR OPENINGS TRUE AND OF INFORMATION 6. ALL CONSTRUCTION LABORERS PERFORMING UNDER THIS WORK SHALL BE PREMISES ALL WASTE MATERIALS,RUBBISH,WRAPPINGS,AND SELVAGES AS PROPER SIZE IN THEIR OWN WORK,OR CUT SAME IN EXISTING WORK AS MAY BE SKILLED WORKERS WITH IN THEIR RESPECTIVE TRADES. GENERATED BY THE CONSTRUCTION,DEMOLITION AND/OR THE DELIVERY AND NECESSARY FOR PROPER INSTALLATION OF THEIR OWN OR OTHER INSTALLATION OF ANY PRODUCTS,MATERIALS,OR EQUIPMENT WHICH IS PART OF CONTRACTOR'S WORK,INCLUDING THOSE WHICH HAVE BEEN SEPARATELY 7. ALL WORK,WHETHER SHOWN OR IMPLIED,UNLESS SPECIFICALLY QUESTIONED, THEIR CONTRACT. CONTRACTED BY THE OWNER,CONSULTING WITH OTHER CONTRACTORS SCOPE OF WORK STATEMENT SHALL BE CONSIDERED FULLY UNDERSTOOD IN ALL RESPECTS BY THE GENERAL CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME.IN CASE OF CONTRACTOR,AND HE WILL BE RESPONSIBLE FOR ANY MISINTERPRETATIONS OR 36. GENERAL CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL THEIR PROPER FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE,THEY CONSEQUENCES THEREOF FOR ALL WORK SHOWN ON ALL CONTRACT CARPETED AREAS,CLEAN ALL FLOORING,MILLWORK,ETC,AND UNCOVER AND SHALL CUT THEM AFTERWARDS AT THEIR OWN EXPENSE.NO EXCESSIVE CUTTING OF AN EXISTING SPACE. CHANGE IN OCCUPANCY DOCUMENTS. VACUUM OUT ALL CONVECTOR UNITS AFTER THE INSTALLATION IS COMPLETED, WILL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT MINORSE,TYPE OR REMODEL OF AN ANDISNO MERCANTILEN BUILDING SCE.NOUSE RESULTINGNGE IN A AND MAINTAIN CONDITION THROUGH THE TENANT'S MOVE IN.THE ENTIRE THE CONSENT OF THE ARCHITECT.CONTRACTOR SHALL BE FULLY RESPONSIBLE 8. GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE HIMSELF WITH THE POST-CONSTRUCTION SITE IS TO BE DUST FREE AND ALL STAINS REMOVED FROM FOR THE COORDINATION,REPAIR AND PREPARATION FOR THE WORK OF ANY HIGHER HAZARD UNDER THIS FILING APPLICATION.WORK SHALL INCLUDE GENERAL NOTES,SPECIFICATIONS,AND DRAWINGS AND DETERMINE WHICH ANY FLOORING,WALLS AND/OR CEILINGS. OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT DEMOLITION NEW FINISHES,ELECTRICAL,AND STORE FIXTURES. NOTES APPLY DIRECTLY TO HIS RESPONSIBILITY.EACH SUB-TRADE WILL BE BY THE OWNER OR THE ARCHITECT. RESPONSIBLE FOR REVIEWING THE ENTIRE SET OF DRAWINGS AND NOTING THEIR 37. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT,AS REQUIRED,ALL TENANT ITEMS NOT INCLUDED UNDER THIS APPLICATION: WORK AS APPLICABLE.ALL WORK INDICATED OR INFERRED ON THE DRAWINGS OCCUPIED AREAS WHERE FINISH WORK OR GENERAL CONSTRUCTION IS TO BE 54. ANY INFERIOR MATERIAL OR WORKMANSHIP SHALL BE REMOVED UPON DEMAND WILL BE ACCOUNTED AND INCLUDED IN ALL CONTRACTORS'COSTS. PERFORMED.GENERAL CONTRACTOR TO INSTALL ADEQUATE PROTECTION OF AND WORK SHALL BE RECONSTRUCTED AS APPROVED BY THE ARCHITECT OR THE • NO EXTERIOR WORK, MECHANICAL OR PLUBMING PROPOSED FOR THIS BUILDING PAPER,MASONITE,OR OTHER APPROVED MATERIAL ON ALL FINISHED OWNER AT THE CONTRACTOR'S SOLE EXPENSE. REMODEL. 9. UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS,THE SURFACES AS DIRECTED BY THE ARCHITECT PRIOR TO THE OWNER'S MOVING CONTRACTOR SHALL SECURE AND PAY FOR THE BUILDING PERMIT AS WELL AS DATE,AND SHALL REMOVE SAME FOLLOWING COMPLETION OF THE MOVE 55. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ARRANGING WITH BUILDING FOR THE OTHER PERMITS,FEES,LICENSES,AND INSPECTIONS BY GOVERNMENT MANAGEMENT THE USE OF ELEVATORS OR OTHER HOISTING FACILITIES FOR AGENCIES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK 38. THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED HANDLING MATERIALS. THAT ARE CUSTOMARILY SECURED AFTER EXECUTION OF THE CONTRACT AND FOR DAMAGES CAUSED BY THEIR SUBCONTRACTORS. BUILDING CODE N OTES LEGALLY REQUIRED AT THE TIME BIDS ARE RECEIVED OR NEGOTIATIONS 56. A COPY OF THE LATEST SET OF CONSTRUCTION DRAWINGS SHALL BE KEPT AT - CONCLUDED. 39. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUIDLING THE JOB SITE FOR REVIEW BY THE ARCHITECT. AND ZONING CODES,STATE AND FEDERAL BUILDING CODES,NATIONAL ELECTRIC 1. THE WORK FILED HEREIN FOR INTERIOR TENANT LAYOUT ONLY.NO CHANGE 10. THE CONTRACTOR SHALL PAY SALES,CONSUMER,USE AND SIMILAR TAXES FOR CODE,N.F.P.A.,ANSI,ASHRAE,OSHA,A.D.A.AND ALL OTHER APPLICABLE CODES; 57. ALL REQUISITIONS FOR PAYMENTS FROM THE CONTRACTOR TO THE OWNER IN USE,OR OCCUPANCY OR EGRESS. THE WORK PROVIDED BY THE CONTRACTOR THAT ARE LEGALLY ENACTED WHEN RULES AND REGULATIONS ALL IN THEIR LATEST EDITION OF ALL AUTHORITIES SHALL BE SUBMITTED TO THE ARCHITECT FOR PRIOR APPROVAL USING STANDARD BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED,WHETHER OR NOT YET HAVING JURISDICTION OVER WORK OF THIS TYPE,INCLUDING THE RULES AND AIA DOCUMENTS. 2. SEPARATE PLAN CHECK,PLANS,&PERMIT(S)MAY BE REQUIRED FOR SIGNS, EFFECTIVE OR MERELY SCHEDULED TO GO INTO EFFECT. REGULATIONS OF THE BUILDING MANAGEMENT. FIRE SPRINKLER SYSTEMS&EACH SEPARATE STRUCTURE. 58. SUBSTITUTIONS FOR MATERIALS,METHOD AND/OR SEQUENCE OF CONSTRUCTION 11. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR 40. SELECTION OF SUBCONTRACTORS IS SUBJECT TO THE OWNER'S REVIEW PRIOR SHALL BE REVIEWED WITH THE OWNER PRIOR TO AWARDING OF THE CONTRACT 3. ALL WORK SHALL BE ACCORDANCE WITH THE ADDITIONAL WORK TO THE OWNER'S OFFICE FOR REVIEW AND APPROVAL.NO TO AWARDING OF CONTRACT.THE GENERAL CONTRACTOR MUST SUBMIT A LIST AND ALL SUCH SUBSTITUTIONS MUST RECEIVE WRITTEN APPROVAL FROM THE REQUIREMENTSLWOK HEREINOTHE LOCAL DONEBUIINNIACG CODE. WORK IS TO PROCEED UNTIL A SIGNED AUTHORIZATION TO PROCEED IS OF THEIR PROPOSED SUBCONTRACTORS WITH THE SUBMISSION OF THIS BID,AS OWNER(THE ARCHITECT SHALL BE INVOLVED AS NEEDED.) RETURNED TO THE GENERAL CONTRACTOR. WELL AS EVIDENCE THAT THOSE SUBCONTRACTORS REQUESTED TO BE 4. ALL DEMISING WALLS AND RATED PARTITIONS SHALL BE CONSTRUCTED TO AFFORDED THE OPPORTUNITY TO BID HAVE HAD THAT OPPORTUNITY AND HAVE 59. THE ARCHITECT AND THE OWNER RESERVE THE RIGHT TO LET OTHER PERMIT SET 08/09/19 SAC - 12. THE ARCHITECT AND THE OWNER RESERVES THE RIGHT TO ALLOW OTHER RESPONDED. CONTRACTORS WORK ON THE PROJECT.THE GENERAL CONTRACTOR SHALL BE THE UNDERSIDE OF THE STRUCTURAL FLOOR OR ROOF ABOVE WITH CONTRACTORS TO PERFORM WORK IN CONNECTION WITH THE PROJECT.THE RESPONSIBLE FOR COORDINATION OF SUCH WORK AND ESTABLISHING FIRE-STOPPING PER CODE REQUIREMENTS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WORK 41. ALL WORK,AS EITHER IMPLIED OR REASONABLY INFERABLE FROM THE CONTRACT SCHEDULES FOR ALL TRADES;THEY SHALL AFFORD OTHER CONTRACTORS PROGRESS SET 08/05/19 SAC - AND ESTABLISHING SCHEDULES FOR ALL TRADES;THEY SHALL AFFORD OTHER DOCUMENTS,DRAWINGS AND SPECIFICATIONS,SHALL BE THE RESPONSIBILITY OF REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND STORAGE OF THEIR 5. ALL RATED ASSEMBLIES MUST COMPLY WITH U.L.SPECIFICATIONS FOR CONTRACTORS REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND THE CONTRACTOR.ALL DRAWINGS AND SPECIFICATIONS ARE DIRECTED TO THE MATERIALS AND THE EXECUTION OF THEIR WORK. NO. REVISION DATE BY CONSTRUCTION. STORAGE OF THEIR MATERIALS AND EQUIPMENT AND THE EXECUTION OF THEIR ATTENTION OF THE CONTRACTOR AND THE INCLUSION OF ANY WORK BY MENTION, WORK. NOTE,DETAIL,ITEMIZATION OR IMPLICATION,HOWEVER BRIEF,MEANS THAT THE 60. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OF THEIR OWN SECURITY, PROJECT MANAGER: 6. DOORS CONTRACTOR SHALL PROVIDE AND INSTALL SAME.ALL WORK PERFORMED SHALL TEMPORARY HEAT,WATER,ELECTRICAL POWER,LIGHTING,AND HOISTING.IF \rchitecture 13. CONTRACTOR SHALL PREPARE AND ISSUE ALL WORK TO CONFORM TO THE INCLUDE ALL APPURTENANCES AND APPARATUS NORMALLY DEEMED TO BE A NEEDED COORDINATE THESE SERVICES WITH THE BUILDING MANAGEMENT. 6.1. ALL NEW DOORS AND TRIM OPENINGS SHALL BE INCOMBUSTIBLE AND GENERAL CONSTRUCTION SCHEDULE AND SHALL COOPERATE WITH OTHER PART OF A COMPLETED PACKAGE WITHIN THE DEFINITIONS OF NORMAL INDUSTRY A MINIMUM OF 3'-0"WIDE UNLESS OTHERWISE NOTED CONTRACTORS IN THE REQUIRED SEQUENTIAL INSTALLATION OF OTHER STANDARDS. 61. ALL CONTRACTORS SHALL SUBMIT ALL SHOP DRAWINGS FOR APPROVAL TO THE 6.2. ALL NEW DOOR HARDWARE TO COMPLY WITH ACCESSIBILITY DESIGN CONSULTANTS'PRODUCTS.SCHEDULE TO BE UPDATED WEEKLY DURING OWNER PRIOR TO COMMENCEMENT OF WORK.SHOP DRAWING SUBMITTALS REQUIREMENTS. CONSTRUCTION AND ISSUED FOR REVIEW TO ALL PARTIES. 42. ALL WORK,COMPLETED OR OTHERWISE,SHALL BE PROPERLY PROTECTED AT ALL SHALL BE IN THE FORM OF(4)BLACK AND WHITE PRINTS OF EACH DRAWING. TIMES.CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY APPROVAL OF SHOP DRAWING SHALL INDICATE ONLY THAT SUCH DRAWINGS TPG ARCHITECTURE, LLP 7. ILLUMINATED EXIT SIGNS AND DIRECTIONAL SIGNS SHALL COMPLY WITH ALL 14. DRAWINGS ARE NOT TO BE SCALED;DIMENSIONS GOVERN. PRACTICE AND PROVIDE ALL FENCES,BARRICADES,ETC.,AS MAY BE NEEDED TO GENERALLY EXPRESS THE INTENT OF THE CONTRACT DOCUMENTS AND SHALL GOVERNING CODE REQUIREMENTS. PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES NEITHER BE CONSTRUED AS A COMPLETE CHECK NOR RELIEVE THE CONTRACTOR 31 PENN PLAZA 15. ALL WORK IS TO CONFORM TO ARCHITECTS DRAWINGS AND SPECIFICATIONS AND HAVING JURISDICTION OVER THIS WORK.THEY SHALL REPAIR,AT THEIR OWN OF RESPONSIBILITY FOR QUANTITIES AND DIMENSIONS.ALL CONTRACTORS SHALL 132 WEST 31ST STREET,5TH FLOOR, NEW YORK, NY 10001 8. GENERAL CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHALL BE NEW AND BEST QUALITY OF THE KINDS SPECIFIED. COST,ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY THEIR SUBMIT CUTS,SAMPLES AND FINISHES FOR OWNER'S WRITTEN APPROVAL PRIOR 212.768.0800 I TPGARCHITECTURE.COM SHOWN ON THE PLANS AT THE JOB SITE BEFORE COMMENCING ANY WORK. OPERATION. TO ORDERING OF FABRICATION. ANY CONFLICTS OR INCONSISTENCIES SHALL BE COMMUNICATED TO THE 16. NO MATERIAL SUBSTITUTIONS SHALL BE MADE.THE OWNER WILL CONSIDER MATERIAL CHANGE REQUESTS ON AN INDIVIDUAL BASIS.CONTRACTOR SHALL 43. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT 62. THE OWNER RESERVES THE RIGHT TO MAKE CHANGES IN THE DRAWINGS AND IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN OWNER PRIOR TO COMMENCING WORK. SUBMIT SAMPLES AND CUTS FOR OWNER'S WRITTEN APPROVAL PRIOR TO THE THROUGH INSPECTION OF THE SITE,DRAWINGS,AND SPECIFICATIONS,SO AS TO SPECIFICATIONS AS THE WORK PROGRESSES. BULLETINS,CHANGE ORDERS, AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 9. GENERAL VERIFY THAT DEMISING WALLS EXTEND TO START OF ANY WORK. IT IS CONTRACTOR'S RESPONSIBILITY TO DEMONSTRATE THOROUGHLY UNDERSTAND THE WORK.ANY AND ALL DISCREPANCIES AND DRAWINGS,SPECIFICATIONS OR INSTRUCTIONS COVERING SUCH CHANGES WILL PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE STRUCTURE CONTRACTORABOVE AND ALL SHALL VERIFY PENETRATIONS ARE SEALED TIGHT,AND SHALLOTHAT PROPOSED SUBSTITUTION IS EQUAL TO OR BETTER THAN SPECIFIED OMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT BE ISSUED TO THE CONTRACTOR WHOSE RESPONSIBILITY IT WILL BE TO LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND PRODUCT. OF ANY WORK.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISTRIBUTE THESE IMMEDIATELY AND TO NOTIFY THE FIELD OFFICE AND ALL COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, PROVIDE ALL WORK REQUIRED TO CORRECT DEFICIENT CONDITIONS. DISCREPANCIES OR OMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED SUBCONTRACTORS AFFECTED TO TAKE SUCH MEASURES AS MAY BE NECESSARY OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, VERIFY WITH LANDLORD. 17. ALL MATERIALS AND EQUIPMENT SPECIFIED SHALL BE SUPPLIED,INSTALLED, FROM THE ARCHITECT PRIOR TO WORK BEING DONE.ANY WORK THAT PROCEEDS TO AVOID ERRORS IN THE WORK WHICH MAY OCCUR DUE TO THE USE OF OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED CONNECTED,ERECTED,CLEANED,AND CONDITIONED AS DIRECTED BY THE OTHERWISE SHALL BE,IF INCORRECTLY PERFORMED,REPLACED OR REPAIRED SUPERCEDED DRAWINGS.WORK AFFECTED BY CHANGES PROPOSED IN ANY BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 10. NO WORK SHALL COMMENCE UNTIL PLANS HAVE BEEN APPROVED BY THE SUPPLIER/MANUFACTURER,IN ACCORDANCE WITH ACCEPTED INDUSTRY WITH THE COST FOR SAME BEING BORNE BY THE CONTRACTOR.THEY SHALL REVISED DRAWINGS OR OTHER DOCUMENTS ISSUED TO THE CONTRACTOR SHALL LANDLORD AND LOCAL BUILDING DEPARTMENT AND PERMITS ISSUED BY STANDARD PRACTICE AND IN COMPLIANCE WITH PRODUCT WARRANTY. VERIFY ALL DIMENSIONS FOR COORDINATION. NOT BE EXECUTED UNLESS CHANGES ARE ACCOMPANIED BY LETTER OF IN ASSOCIATION WITH ARCHITECT: THE LOCAL BUILDING DEPARTMENT. _ - AUTHORIZATION TO PROCEED ACCORDINGLY.IN CASES WHERE INSTRUCTIONS SPECIFICATIONS 11. THE CONTRACTOR SHALL MAINTAIN,FOR THE ENTIRE DURATION OF THE 18FOR APPROVAL THROUGHERALL SUBCONTCTORS' WIP GDENERAL CONTWGSLRACTOR L PRBEIOR SUBMTTO WORK BEING OWNER AND/OR BUILDING MANAGEMENT CURRENT NSURANCE CERTIFICATES IN ESTIMATES OF COST INVOLVED, UCH EST MATTO THE OWNER 44. BEFORE COMMENCING WITH ANY WORK,THE CONTCTOR SHALL FILE WITH THE ACCOMPANYING ANY ISSUE OF REVISEDTES NGS SHOALL BE PREPARED AND REQUEST R H SWEERS II, PROPRIETOR WORK,ALL EXITS,EXIT LIGHTING,FIRE PROTECTION DEVICES AND ALARMS PERFORMED,UNLESS OTHERWISE NOTED.THE OWNER TO FORWARD SHOP THE AMOUNTS REQUESTED BY THE OWNER AND/OR BUILDING MANAGEMENT FOR SUBMITTED PROMPTLY IN ORDER NOT TO UNDULY EFFECT THE PROGRESS OF THE RH SWEERS ARCHITECT IN CONFORMANCE WITH ALL APPLICABLE CODES,ORDINANCES,AND DRAWINGS TO ARCHITECT AS NEEDED. WORKER'S COMPREHENSIVE GENERAL LIABILITY,BODILY INJURY AND PROPERTY WORK. RHS2@SWEERSARCH.COM LANDLORD REQUIREMENTS. DAMAGE.THE OWNER AND/OR BUILDING MANAGEMENT SHALL BE NAMED 63. THE OWNER RESERVES THE RIGHT TO REQUEST AND APPROVE OVERTIME AT THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM 19. THE CONTRACTOR SHALL IN ALL RESPECTS COMPLY WITH ALL REGULATIONS OF "ADDITIONAL INSURED"ON ALL CERTIFICATES OF INSURANCE,INCLUDING THE THEIR DISCRETION.OVERTIME REQUESTED BY THE OWNER WILL BE PAID AT THE RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE 12. THE TENANT MAY BE REQUIRED TO MAKE A SEPARATE SUBMITTAL FOR FIRE THE BUILDING MANAGEMENT.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY ARCHITECT. ADDITIONAL HOURLY RATE,PLUS INSURANCE'S AND BENEFITS WITHOUT CONDITIONS I IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY PROTECTION AND SECURE A SEPARATE PERMIT PRIOR TO INSTALLATION. TO OBTAIN SUCH REGULATIONS FROM THE BUILDING OWNER.IN THE EVENT OF OVERHEAD AND PROFIT.THE CONTRACTOR SHALL BEAR THE STRAIGHT TIME SIGNATURE AND SEAL. CONFLICT BETWEEN BUILDING REGULATIONS AND OTHER CONTRACT 45. THE CONTRACTOR SHALL ENSURE THAT THERE ARE NO TRADE OR PORTION WITH INSURANCE'S,ETC.,OF THE OVERTIME INVOLVED.THE m 13. IF APPLICABLE,COORDINATE ALL FIRE SPRINKLER WORK WITH MALL DOCUMENTS,THE ARCHITECT SHALL BE CONSULTED PRIOR TO PROCEEDING. JURISDICTIONAL DISPUTES THROUGH USE OF LABOR OR METHODS OF CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE BUILDING MANAGEMENT TO a INSTALLATION,INCLUDING THOSE OF CONTRACTORS WHICH HAVE BEEN CONFIRM BUILDING RULES,REGULATIONS,AND CONDITIONS WHICH MIGHT DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, APPROVED FIRE SPRINKLER CONTRACTOR. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING WITH BUILDING SEPARATELY CONTRACTED BY THE OWNER(TENANT).SHOULD ANY DELAYS REQUIRE OVERTIME,AND INCLUDE THAT COST. AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! a' MANAGEMENT THE USE OF ELEVATOR OR OTHER HOISTING FACILITIES FOR OCCUR ON THE JOB SITE THROUGH VIOLATIONS OF THIS CLAUSE,THE O 14. ONLY FIRE RETARDANT WOOD&PLYWOOD ARE PERMITTED INCLUDING HANDLING THE DELIVERY OF MATERIALS.THE GENERAL CONTRACTOR SHALL BE CONTRACTOR WILL REIMBURSE THE OWNER(TENANT)FOR ALL COSTS AND 64. ALL EXTRA WORK MUST BE WRITTEN UP BY THE GENERAL CONTRACTOR IN THE PROJECT N BLOCKING,BACKINGS,ETC. RESPONSIBLE FOR NOTIFYING ALL SUB-TRADES OF CONDITIONS REGARDING DAMAGES. FORM OF A CHANGE ORDER.INDICATED ON IT MUST BE A FIRM PRICE FOR THE WASHINGTON SQUARE tiELEVATOR CAB SIZE,DOOR OPENING WIDTHS AND LOADING WEIGHT CAPACITIES. WORK.ALL CHANGE ORDERS MUST USE AIA STANDARD FORMS AND BE m 15. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS"C". TENANT SPACE (G-07) a 46. THE CONTRACTOR IS TO PROVIDE A FULL-TIME COMPETENT SUPERINTENDENT ON SUBMITTED TO THE CLIENT FOR APPROVAL PRIOR TO THE COMMENCEMENT OF 16. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE 21. ALL PUBLIC AREAS SUCH AS ELEVATOR LOBBIES,CORRIDORS,TOILETS,AND THE PROJECT TO COORDINATE ALL SUBCONTRACTORS'WORK AND SUPERVISE WORK SERVICE HALLS SHALL BE PROTECTED TO THE SATISFACTION OF THE BUILDING THE DAILY ACTIVITY OF THE PROJECT AS WELL AS MAINTAIN THE SITE IN A SAFE, 9585 S.W. WASHINGTON SQUARE RD. o TESTED AS SPECIFIED. MANAGEMENT.EQUIPMENT AND OTHER PROPERTY BELONGING TO THE BUILDING CLEAN MANNER. 65. THE CONTRACTOR SHALL GUARANTEE IN WRITTEN FORM,AS ACCEPTABLE TO THE 17. ONLY NON-COMBUSTIBLE METAL STUDS ARE ALLOWED ON THIS PROJECT AS SHALL ALSO RECEIVE PROTECTION AND REFURBISHING IF DAMAGED IN THE OWNER,ALL LABOR AND MATERIALS INSTALLED BY THEM FOR A PERIOD OF NOT PORTLAND, OR 97223 COURSE OF CONSTRUCTION,TO THE SATISFACTION OF BUILDING MANAGEMENT. 47. THE CONTRACTOR SHALL BE AVAILABLE TO ATTEND A WEEKLY JOB MEETING LESS THAN ONE(1)YEAR AFTER DATE OF ACCEPTANCE OF THE WORK BY THE o A CLASS 1 FIRE PROOF. DURING THE COURSE OF THE PROJECT.CONTRACTOR SHALL PREPARE AND OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS.SHOULD DRAWING 22. DEMOLITION AND OTHER WORK WHICH CREATES DISTURBING NOISE MUST BE DISTRIBUTE ALL JOB MEETING MINUTES,(3)DAYS PRIOR TO MEETING. DEFECTS OCCUR,ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO w 18. INSULATION SHALL HAVE A MINIMUM FLAME SPREAD PER CODE SCHEDULED WITH BUILDING MANAGEMENT AND PERFORMED DURING PERMITTED ADDITIONAL COST TO THE OWNER. GENERAL NOTES o REQUIREMENTS. HOURS.THE DELIVERY,HANDLING,AND INSTALLATION OF MATERIALS,EQUIPMENT, 48. THE CONTRACTOR SHALL ASSUME THE FULL RESPONSIBILITY FOR THE z 0.1 DEBRIS MUST BE ARRANGED TO AVOID ANY INCONVENIENCE. INSTALLATION OF ALL TRADE CONTRACTS ASSIGNED BY THE CLIENT,INCLUDING66. THE CONTRACTOR SHALL MAINTAIN ALL SUCH INSURANCE'S THAT ARE REQUIRED GENERAL CONDITIONS,OVERHEAD AND PROFIT. BY LAW AND BY THE BUILDING MANAGEMENT/LANDLORD WHERE THE WORK IS w 23. THE GENERAL CONTRACTOR SHALL CONFORM TO BUILDING STANDARD BEING PERFORMED.THE CONTRACTOR SHALL LIST BOTH THE OWNER,TENANT, 0 PROCEDURES FOR THE SCHEDULING OF DEMOLITION AND CORE DRILLING,AND 49. THE CONTRACTOR AND ALL THEIR SUBCONTRACTORS SHALL INDEMNIFY,DEFEND, AND THE ARCHITECT AS ADDITIONAL INSURERS FOR THE DURATION OF THE o a FOR THE CARTING OF RUBBISH THROUGH THE BUILDING.ANY OVERTIME COST AND SAVE HARMLESS THE OWNER,ITS EMPLOYEES,AGENTS AND SUBSIDIARIES, PROJECT AND THE APPLICABLE STATUTE OF LIMITATIONS. g v FOR SUCH WORK SHALL BE BORNE BY THE GENERAL CONTRACTOR AND THE ARCHITECT,THEIR EMPLOYEES,AND AGENTS,AGAINST AND FROM ANY w rn 24. PRIOR TO REMOVING ANY BUILDING STANDARD MATERIALS,I.E.DOOR BUCKS, AND ALL CLAIMS,DEMANDS,ACTIONS BY LAW,LIABILITIES,PENALTIES,LOSSES, 67. UPON COMPLETION OF THE JOB,THE GENERAL CONTRACTOR SHALL SUBMIT SEAL DATE 08/09/2019 Li., co METAL PARTITIONS,&LIGHTING FIXTURES,A PROPER RELEASE MUST BE EXPENSES,COSTS(INCLUDING ATTORNEY'S FEES)AND JUDGMENTS OF EVERY CERTIFICATES OF INSPECTION AND A CERTIFICATE OF SUBSTANTIAL COMPLETION coo SECURED FROM THE BUILDING MANAGERc•I . CHARACTER WHATSOEVER FOR OR RESULTING FROM DAMAGE TO PROPERTY (A.I.A.DOCUMENT#G-704)INCLUDING ALL AS-BUILT DRAWINGS. N� (INCLUDING BUT NOT LIMITED TO PROPERTY OF THE CONTRACTOR,THE OWNER, ED PROJECT NO. 1519820-00 co 25. THE GENERAL CONTRACTOR SHALL MAINTAIN AND OPERATE AN ON SITE FIELD OR THE ARCHITECT)AND THEIR RESPECTIVE AGENTS,SERVANTS,AND (S�g 0. . Nim OFFICE TELEPHONE,FAX MACHINE AND EMAIL ACCESS AT ALL TIMES DURING THE EMPLOYEES)AND FOR OR RESULTING FROM AND EMPLOYEES)AND FOR OR 4 fry SCALE AS NOTED CT) o COURSE OF CONSTRUCTION WORK. RESULTING FROM PERSONAL INJURIES,SICKNESS,AND DISEASE(INCLUDING ,� , �. z DEATH)TO OR SUSTAINED BY ANY PERSON(INCLUDING BUT NOT LIMITED TO THE 4` 1 DWG NO. co 26. WORKERS WILL BE ASSIGNED ONE TOILET AREA WHICH THE GENERAL CONTRACTOR,THE OWNER,AND THE ARCHITECT AND THEIR RESPECTIVE f Ir''flIM -fr i 10 VP o wCONTRACTOR WILL BE RESPONSIBLE FOR CLEANING,MAINTAINING AND,UPON AGENTS,SERVANTS,AND EMPLOYEES)OCCURRING IN OR ABOUT THE •' j' , .= : A-UO3 �1 o COMPLETION OF THE WORK,RESTORING TO ITS ORIGINAL CONDITION. CONSTRUCTION SITE,OR ARISING OUT OF OR SUFFERED WHILE ENGAGED IN OR 1 A o CAUSED IN WHOLE OR IN PART BY THE PERFORMANCE OF OR FAILURE TO ,e KS a) q 27. CONSTRUCTION PERSONNEL MUST CARRY PROPER IDENTIFICATION AT ALL TIMES. PERFORM THE WORK. THE FOREGOING AGREEMENT SHALL NOT EXTEND TO THE ?, CV m OWNER IN THE CASE OF DAMAGE OR INJURIES CAUSED BY OR RESULTING FROM OF Og ' cii THE SOLE NEGLIGENCE OF THE OWNER,ITS AGENTS,SERVANTS,OR EMPLOYEES SIGNED 08/27/2019 CAD FILE NO. Y J EGRESS & LIFE SAFETY NOTES DEMOLITION N NOTES CONSTRUCTION N N TE S FFE & SIGNAGE NOTES - 1. REFER TO EGRESS&LIFE SAFETY FLOOR PLAN FOR ADDITIONAL 1. REFER TO DEMOLITION FLOOR PLAN FOR ADDITIONAL INFORMATION. 26. ALL LIGHT FIXTURES,SWITCHES AND ASSOCIATED WIRING AND CONDUIT IN 1. REFER TO CONSTRUCTION FLOOR PLAN FOR ADDITIONAL INFORMATION. ACCESS EQUIPMENT OR CONTROLS.LOCATION(S)TO BE APPROVED BY THE 1. REFER TO FFE&SIGNAGE FLOOR PLAN FOR ADDITIONAL INFORMATION. INFORMATION. AREA OF DEMOLITION SHALL BE REMOVED,UNLESS OTHERWISE NOTED. OWNER(OR ARCHITECT AS NEED). gin ,.....0 Brii 2. PRIOR TO PROPOSAL SUBMISSION,CONTRACTOR SHALL VISIT THE SITE TO 2. DO NOT SCALE DRAWINGS UNDER ANY CIRCUMSTANCES.WRITTEN 2. ALL ITEMS OF MILLWORK INDICATED ON THE DRAWINGS AND/OR y a - 2. AREAS SHOWN ON EGRESS PLANS ARE EXCLUSIVE OF STAIR SHAFTS, REVIEW THE EXISTING CONDITIONS ASSOCIATED WITH THE SCOPE OF WORK 27. ALL WIRES RUNNING BELOW THE FLOOR SLAB,RAISED FLOOR&IN EXISTING DIMENSIONS TAKE PRECEDENCE OVER THE SCALE ON THE CONSTRUCTION 31. THE GENERAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFICATIONS SHALL BE PERFORMED BY SKILLED MECHANICS USING THE ELEVATOR SHAFTS AND BASE BUILDING SUPPORT SPACES. AND ADJACENT AREAS TO ASCERTAIN THE DIFFICULTIES WHICH WILL AFFECT UNDER FLOOR CELL SYSTEM ARE TO BE REMOVED IN THEIR ENTIRETY. DOCUMENTS. EXISTING CONDITIONS ON THE SITE WHICH MIGHT REQUIRE ACCESS DOORS, BEST TECHNIQUES KNOWN TO THE TRADE AND IN CONFORMANCE WITH ALL THE EXECUTION OF THE WORK OF THIS CONTRACT. CONTRACTOR SHALL GET PROBE ALL CABLES PRIOR TO REMOVAL&DO NOT INTERRUPT THE SERVICE AND SHALL INCLUDE IN THEIR BID COST OF FURNISHING AND INSTALLING TRADE STANDARDS,SPECIFICALLY THE"PREMIUM GRADE"QUALITY STANDARDS 3. COORDINATE WITH SHEET A-601 FOR PARTITION TYPES. FAMILIAR WITH THE BUILDING RULES(WORK LETTER)AS WELL. TO OTHER TENANTS. 3. GENERAL CONTRACTOR SHALL NOTIFY THE LANDLORD PRIOR TO THESE ACCESS DOORS. AND THE GUIDELINES FOR"HIGH PRESSURE LAMINATE"OF THE ARCHITECTURAL UNDERTAKING ANY CUTTING OF AND/OR PENETRATIONS THROUGH THE WOODWORK INSTITUTE. 4. COORDINATE WITH SHEET A-131 REFLECTED CEILING PLAN FOR LOCATION OF 3. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE 28. IDENTIFY WITH BUILDING ENGINEER/MANAGEMENT ALL ELECTRICAL EXISTING BUILDING REINFORCED CONCRETE CEILING OR FLOOR SLABS. 32. GENERAL CONTRACTOR TO PATCH ALL FIREPROOFING/FIRESTOPPING ON ANY EXIT SIGNS. ABOVE SITE EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE EQUIPMENT,TRANSFORMERS,METERS,PANELS,CONDUITS,WIRE HOMERUNS COORDINATE ALL WORK WITH LANDLORD REQUIREMENTS.GENERAL AND ALL STEEL COLUMNS,BEAMS,EXPOSED STEEL DECKING,FLOOR 3. MILLWORK SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS PLUS SAMPLES OF RECOGNIZED FOR EXTRA LABOR,EQUIPMENT OR MATERIALS REQUIRED &EXISTING CIRCUITS IN AREAS NOT INDICATED FOR DEMOLITION&ARE TO BE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED FLOOR OR ROOF SLAB OPENINGS OR ANY OTHER AREA REQUIRED BY CODE. IN SITUATIONS WHERE ALL NEWLY PROPOSED FINISHES/ALTERNATES TO THE OWNER FOR REVIEW AND 5. CODE TABLE 1017.2-MAXIMUM EXIT ACCESS TRAVEL DISTANCE MUST BE LESS BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN LEFT IN OPERATION CONDITION. CUTS AND/OR PENETRATIONS ARE CORE BORED. THE SPACE IS FULLY DEMOLISHED,PRIOR TO SUBMITTING A BID,THE APPROVAL PRIOR TO FABRICATION OF ANY WORK THAN 250'-0". FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. GENERAL CONTRACTOR WILL OWN ALL RESPONSIBILITY TO REPLACE ANY - 29. ANY AND ALL ELECTRICAL,DATA AND TELEPHONE RECEPTACLES,WIRING, 4. GENERAL CONTRACTOR SHALL X-RAY AND FIELD VERIFY THAT THERE ARE MISSING FIREPROOFING AND/OR FIRESTOPPING IN ORDER TO PROVIDE A 4. MILLWORK SUBCONTRACTOR IS RESPONSIBLE FOR COORDINATING AND 6. CODE TABLE 1006.2.1-MAXIMUM TRAVEL DISTANCE TO COMMON PATH OF 4. DEMOLITION SHOULD BE DONE IN NEAT WORKMANLIKE MANNER WITHIN THE CABLES,CONDUITS,ETC.IN ARES OF DEMOLITION TO BE REMOVED IN THEIR NOT EXISTING CONCRETE SLAB POST-TENSIONING RODS,EXISTING CODE COMPLIANT SPACE. SCHEDULING THEIR WORK WITH THE GENERAL CONTRACTOR EGRESS TRAVEL MUST BE LESS THAN 75'-0". LIMITS INDICATED IN THE DRAWINGS&IN ALL CASES TO THE EXTENT NEEDED ENTIRETY BACK TO THEIR SOURCES. PANEL DIRECTORIES SHALL BE UNDER-SLAB UTILITY LINES,AND/OR ANY OTHER CONDITIONS THAT MAY BE TO PRODUCE THE INTENDED WORK. UPDATED ACCORDINGLY. AFFECTED BY THIS WORK PRIOR TO UNDER-TAKING ANY REQUIRED BORING 33. ALL EXISTING DOORS,DOOR FRAMES OR HARDWARE TO REMAIN OR BE 5. MILLWORK SUBCONTRACTOR SHOULD INSPECT THE ALIGNMENT OF ALL 7. CODE§1010.1.2.1- EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT OF REINFORCED CONCRETE SLABS(IN-SITU,POST-TENSIONED, REUSED SHALL BE PATCHED,REPAIRED,UNDERCUT,OR ADJUSTED AS GYPSUM BOARD CONSTRUCTION AND SHOULD NOTIFY THE ARCHITECT OF ANY TRAVEL WHEN SERVING 50 OR MORE PERSONS. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION&REMOVAL OF 30. ALL FLOOR POKE THROUGHS ARE TO BE REMOVED IN THEIR ENTIRETY& PRE-TENSIONED,OR OTHERWISE). REQUIRED FOR A PROPER INSTALLATION. CONDITION THAT WOULD PREVENT THEM FROM COMPLETING THEIR WORK. ALL DEBRIS,DISCARDED MATERIALS AND/OR EQUIPMENT AS INDICATED ON CONCRETE SLAB PATCHED TO MATCH ORIGINAL MATERIALS&FIRE RATING. 8. CODE§1010.1.9.3-IN BUILDINGS IN OCCUPANCY GROUP M,THE MAIN DEMOLITION DRAWINGS AND IN ACCORDANCE WITH BUILDING MANAGEMENT 5. GENERAL CONTRACTOR SHALL ENSURE THAT ALL OPENINGS AND 34. ALL DOORS,EXISTING AND NEW,TO BE UNDERCUT TO Y8"A.F.F.UNLESS 6. ALL MILLWORK SHALL HAVE A FINE,SMOOTH FINISH,FREE FROM MACHINE OR EXTERIOR DOORS ARE PERMITTED TO BE EQUIPPED WITH KEY-OPERATED RULES,APPLICABLE LAWS AND ENVIRONMENTAL REGULATIONS. 31. EXISTING FIRE ALARM DEVICES AT BUILDING CORE &ADJACENT TO STAIRS PENETRATIONS AT FLOOR/CEILING SLABS AND FIRE-RATED DEMISING WALL OTHERWISE NOTED. TOOL MARKS,ABRASIONS OR RAISED GRAIN ON EXPOSED SURFACES.JOINTS LOCKING DEVICES FROM THE EGRESS SIDE. LOCKING DEVICE MUST BE TO REMAIN AND ARE TO BE OPERATIONAL DURING DEMOLITION. ALL DEVICES ASSEMBLIES ARE FULLY SLEEVED,FIRE-STOPPED,&FULLY WATERPROOFED. SHALL BE TIGHT AND SO FORMED AS TO CONCEAL SHRINKAGE.MITERS OR READILY DISTINGUISHABLE AS LOCKED;1"MINIMUM LETTERING STATING"THIS 6. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT SHALL BE PROPERLY PROTECTED. 35. ALL DOORS(NEW AND EXISTING)SHALL HAVE DOOR STOPS AND BUMPERS OR MORE FROM HEEL TO POINT SHALL BE GLUED 4"AND FEATHERED,LOCKED, DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS"MUST BE VISIBLY THE USE OF SERVICE ELEVATORS,SERVICES AND LOADING OPERATIONS,AND 6. ALL DIMENSIONS SHOWN ARE FROM THE FACE OF FINISHED GYP.SURFACE TO SILENCERS.DOOR STOPS TO BE FLOOR MOUNTED TYPE,UNLESS OTHERWISE SPLINED,AND DOWELED.TENONS AND DOWELS SHALL BE OF HARDWOOD AND POSTED ON THE EGRESS SIDE OF DOOR. TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION. 32. EXISTING STROBE LIGHTS AT BUILDING CORE TO REMAIN&ARE TO BE GYP.SURFACE UNLESS OTHERWISE NOTED ON PLANS.REFER TO SHEET A-601 NOTED. SPACED NOT LESS THAN 3"ON CENTER.JOINTS SHALL BE MADE WITH OPERATIONAL AT ALL TIMES. STROBE LIGHTS IN DEMOLITION AREA TO BE PARTITION TYPES FOR ADDITIONAL INFORMATION.GENERAL CONTRACTOR TO WATER-RESISTANT GLUE OR HOT GLUED UNDER PRESSURE. ALL EXPOSED 9. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED.WHEN THE 7. ALL FLOOR PENETRATIONS MUST BE CORE-BORED,SLEEVED,GROUTED, SUSPENDED FROM THE SLAB ABOVE,UNLESS OTHERWISE INSTRUCTED BY HOLD ALLOWANCE FOR FLOOR LEVELING. 36. ALL LOCKSETS SHALL BE MASTER KEYED AS REQUIRED BY THE BUILDING WORK SHALL BE FULLY ASSEMBLED IN THE SHOP IN AS LARGE A UNIT AS FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE,IT SHALL SEALED AND MADE WATERPROOF.SLEEVES MUST EXTEND AT LEAST FOUR(4) THE BUILDING MANAGEMENT. MANAGEMENT.SEE DOOR SCHEDULE/HARDWARE SCHEDULE FOR PRACTICAL,THEN DELIVERED AND INSTALLED. HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT-CANDLES FROM EITHER OF INCHES ABOVE FINISHED FLOOR. 7. PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS,GLAZING INFORMATION. TWO ELECTRIC LAMPS.INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE 33. EXISTING EXIT LIGHT SIGNS AT STAIRS&THE AREA OF DEMOLITION TO HEADERS AND JAMBS,AS REQUIRED TO MAKE ASSEMBLY RIGID. 7. SCREW AND GLUE ALL JOINTS AND CONNECTIONS.NO NAILING PERMITTED. EQUIVALENT LUMINESCENCE AND BE LISTED FOR THE PURPOSE.EXIT SIGNS 8. THE EXISTING TENANT FIRE ALARM/LIFE SAFETY SYSTEM MUST BE ACTIVE REMAIN&TO BE SUSPENDED FROM THE SLAB ABOVE. DO NOT CUT EXISTING 37. CONTRACTOR SHALL FURNISH AND INSTALL FIRE RETARDANT BLOCKING IN SHALL BE ILLUMINATED AT ALL TIMES. DURING DEMOLITION. CABLING.CABLING TO BE COILED&LEFT HANGING NEAR THE SIGN. 8. GENERAL CONTRACTOR SHALL SUPPLY AND INSTALL PROPER AND ADEQUATE CEILINGS OR PARTITIONS AS REQUIRED,WHERE WALL MOUNTED EQUIPMENT 8. MILLWORK SUBCONTRACTOR SHALL USE FIRE-RETARDANT WOOD WHEN BLOCKING TO SUPPORT ALL OWNER SUPPLIED AND MILLWORK APPLIED/ OR CABINETRY IS INDICATED.BLOCKING TO BE SIZED ACCORDINGLY TO THE REQUIRED BY AHJ AND/OR LANDLORD. 10. REFER TO CODE§1013 FOR EXIT SIGNS REQUIREMENTS.FINAL PLACEMENT 9. COVER RETURN AIR OPENINGS BEFORE AND DURING CONSTRUCTION(IF ANY). 34. AT COMPLETION OF DEMOLITION ALL DAMAGED FIREPROOFING& INSTALLED ITEMS FOR FIRM,LEVEL,AND SECURE INSTALLATION OF SUCH WEIGHT. OF EGRESS SIGNAGE SHALL BE SUBJECT TO THE REVIEW OF THE FIRE FIRESTOPPING ON EXISTING BUILDING STRUCTURAL COMPONENTS ARE TO BE ITEMS ON WALLS,COLUMNS,ETC.GENERAL CONTRACTOR SHALL 9. ALL HIGH-PRESSURE PLASTIC LAMINATE WORK SHALL BE SOLID,IN ONE PIECE MARSHAL. 10. COORDINATE ALL DEMOLITION WORK WITH THE LANDLORD REPRESENTATIVE RESTORED TO ITS ORIGINAL FIRE INTEGRITY. COORDINATE WITH THE MILLWORK CONTRACTOR FOR ALL SUCH BLOCKING 38. THE GENERAL CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL ALL AND WITHOUT SPLICE JOINTS(EXCEPT WHERE PROHIBITED BY THE MAXIMUM IN ORDER TO GUARD AGAINST SETTING OFF THE EXISTING BASE-BUILDING REQUIREMENTS PRIOR TO CLOSING UP ANY AND ALL WALL SURFACING, BLOCKING AND GROUNDS AS REQUIRED FOR THE INSTALLATION OF ANY AVAILABLE SIZE OF THE MANUFACTURED PLASTIC LAMINATE MATERIALS)AND 11. CODE§906-MAXIMUM TRAVEL DISTANCE TO PORTABLE FIRE EXTINGUISHER SMOKE DETECTORS AND OTHER EXISTING FIRE/LIFE SAFETY DEVICES. 35. AT COMPLETION OF DEMOLITION ALL OPENINGS IN CONCRETE SLAB TO BE COLUMNS,ETC.AS REQUIRED BY CODE,ALL SUCH BLOCKING AND SUPPORTS WINDOW BLINDS OR TREATMENTS,MILLWORK AND ANY WALL SUPPORTED SHALL BE BONDED TO THE CORE STOCK USING THE"HOT PLATE"PRESS TO BE 75 FEET.FINAL PLACEMENT SHALL BE SUBJECT TO THE REVIEW OF THE FILLED TO MATCH EXISTING THICKNESS&MATERIALS. FIREPROOFING& SHALL BE FIRE RETARDANT TREATED TO MEET SUCH REQUIREMENTS. FURNITURE ITEMS TO BE INSTALLED BY THE CLIENTS FURNITURE DEALER. METHOD.ALL EDGES AND EXPOSED CORNERS TO BE FINELY JOINED; FIRE MARSHAL. 11. GENERAL CONTRACTOR IS REQUIRED TO CHECK IN WITH LANDLORD FIRESTOPPING IS TO BE RESTORED TO ITS ORIGINAL FIRE INTEGRITY. UNSIGHTLY JOINTS,NICKS,SCRATCHES,CHOPS,DEFECTS,WAVY OR UNEVEN REPRESENTATIVE PRIOR TO THE START OF TENANT CONSTRUCTION. 9. ALL WOOD MEMBERS REQUIRED BY CODE TO BE FIRE-RETARDANT TREATED, 39. WHERE METAL AND GLASS PARTITION IS SPECIFIED,GENERAL CONTRACTOR LAMINATION WILL BE REJECTED.IF JOINTS ARE REQUIRED DUE TO LENGTH OF FIRE EXTINGUISHER SPEC'S: 36. CONCRETE FLOOR SLAB SHALL BE LEFT SMOOTH,LEVEL&CLEAN. SHOP PROVIDE PRESSURE IMPREGNATION WITH FIRE-RETARTANT CHEMICALS TO SHALL BE RESPONSIBLE TO PROVIDE FOR ANY LEVELING OF FLOOR SLAB AS UNIT,JOINTS TO BE CENTERED SYMMETRICALLY OVER THE LENGTH OF THE FRONT OF HOUSE: JL INDUSTRIES MODEL#1015 FULLY RECESSED. 12. GENERAL CONTRACTOR TO COORDINATE WITH LANDLORD FOR APPROVED VACUUM AT COMPLETION OF DEMOLITION. MEET UL PRS FIRE HAZARD CLASSIFICATION.ALL SUCH WOOD MEMBERS MAY BE REQUIRED FOR A PLUMB,LEVEL INSTALLATION. GENERAL UNIT. BACK OF HOUSE: JL INDUSTRIES MODEL#1017 SEMI-RECESSED.W/ TIMES,PROCESSES,PROCEDURES FOR DEMO AND REMOVAL PER LANDLORD SHALL BE IDENTIFIED WITH A UL LABEL CERTIFY THIS CLASSIFICATION AND FM CONTRACTOR TO PROVIDE CAULKING AND SEALING AT ALL LOCATIONS OF 5LB.ABC.DRYCHEM.F.E.B500(2A:10:C). TENANT CONSTRUCTION CRITERIA. DIAMOND. DRYWALL PARTITION AND METAL GLASS FRAME. 10. ALL SURFACES TO BE LAMINATED(PLASTIC LAMINATE OR VENEERED)SHALL BE PAINT ENCLOSURE TO MATCH ADJACENT WALL FINISH. WITH THE SAME TYPE OF MATERIAL ON THE BOTH SIDES(BACKING)WHETHER 13. ALL MAJOR DEMOLITION AND NOISE CREATING WORK SHALL BE 10. APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY THE 40. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED AND REPAIRED VISIBLE OR NOT.PANEL AND PLYWOOD BACKS NOT EXPOSED TO VIEW SHALL BE COORDINATED IN ADVANCE WITH BUILDING MANAGEMENT FOR ALLOWABLE AUTHORITY HAVING JURISDICTION. AS REQUIRED AND PREPARED TO RECEIVE NEW FINISHES PER FINISH PLAN. VENEERED WITH THE SAME SPECIES AND THICKNESS OF VENEER USED FOR HOURS OF OPERATION. DEMOLITION WHICH PER BUILDING MANAGEMENT THE FACES,FOR BALANCED CONSTRUCTION.HOWEVER,THE VENEERED JUDGMENT MAY CAUSE DISRUPTION AND/OR DISTURB OTHER TENANTS MUST 11. ALL PENETRATIONS OF FIRE RESISTIVE FLOORS OR WALLS SHALL BE 41. ALL SURFACES OR FINISHES TO REMAIN,IF DAMAGED DURING DEMOLITION OR SURFACES NOT EXPOSED TO VIEW NEED NOT BE MATCHED. BE DONE ON OVERTIME AND NOT DURING NORMAL BUSINESS HOURS. PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL "UL"STANDARDS FOR THROUGH PENETRATION FIRESTOP SYSTEMS.THE CONTRACTOR AT THEIR OWN EXPENSE TO"LIKE NEW"CONDITION.IT SHALL 11. MILLWORK CABINETRY WHERE THE DOORS HAVING PLASTIC LAMINATE FACES - 14. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF MATERIALS FROM GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS THAT SHOW BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY SHALL ALSO HAVE BACKS AND EDGES OF THE SAME PLASTIC LAMINATE AS THE BUILDING ON DAILY BASIS. DO NOT MIX CONSTRUCTION DEBRIS WITH THAT COMPLETE CONFORMANCE TO THE UL LISTING TO THE ARCHITECT.SUCH PREEXISTING DAMAGE AND,RELATIVE TO GENERAL NOTE#3 OF THE GENERAL FACE.DRAWERS HAVING PLASTIC LAMINATE FACES SHALL HAVE BIRCH VENEER OF BUILDING TENANTS. DRAWINGS SHALL BE MADE AVAILABLE TO ANY CITY INSPECTOR.THE NOTES,NOTIFY THE ARCHITECT OF ANY SUCH DAMAGE PRIOR TO PRICING OR SOLID CORE INTERIOR CONSTRUCTION(BOTTOM AND SIDES)WITH CLEAR - DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION WITH ALL VARIABLES BIDDING. LACQUER FINISH.DRAWER FRONT AND SIDES TO BE GROOVED TO RECEIVE(3) 15. ALL BUILDING SHUTDOWNS-ELECTRICAL,PLUMBING,HVAC EQUIPMENT,FIRE CLEARLY DEFINED. PLY BOTTOM PIECE. &LIFE SAFETY(CLASS'E')SYSTEMS MUST BE COORDINATED WITH BUILDING 42. AT ALL LOCATIONS WHERE NEW ELECTRICAL AND VOICE/DATA OUTLETS OR MANAGEMENT. 12. GENERAL CONTRACTOR RESPONSIBLE FOR MAINTAINING INTEGRITY OF ANY OTHER TYPE OF DEVICE IS TO BE INSTALLED AT EITHER CORE WALL, 12. MILLWORK SUBCONTRACTOR SHALL COORDINATE WITH THE GENERAL RATED PARTITIONS AND STRUCTURE,PARTICULARLY WHERE PENETRATED BY COLUMNS AND/OR PERIMETER WALLS,THE GENERAL CONTRACTOR AND CONTRACTOR ON THE LOCATION AND INSTALLATION OF ALL GROUNDS AND 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY LOSSES INCURRED VARIOUS TRADES AND SERVICES.THE GENERAL CONTRACTOR SHALL VERIFY THEIR DRYWALL SUBCONTRACTOR ARE TO INCLUDE FURRING OUT THOSE BLOCKING INSIDE NEW OR EXISTING PARTITIONS/WALL CONSTRUCTION IN THE EVENT THAT THE LOSSES OF ANY SERVICE OR DAMAGE CAUSED BY ALL SURFACES OF THE TENANTS DEMISING WALLS TO ENSURE THAT CORE WALLS AND COLUMNS AS NEEDED USING 2-1/2"METAL STUDS SLAB TO RELATED TO MILLWORK THAT NEEDS TO BE WALL SUPPORTED,INCLUDING ANY THE DEMOLITION PREVENTED OTHER TENANTS FROM CONDUCTING FIRE-RATED GYPSUM BOARD IS IN GOOD CONDITION AND THAT SUCH SLAB WITH 5/8"GYPSUM BOARD TO 6"ABOVE FINISHED CEILING IN ORDER TO OF CLIENTS FURNITURE SYSTEMS WHICH ALSO REQUIRES GROUNDS AND BUSINESS. SURFACES SATISFY ALL APPLICABLE FIRE PROTECTION CODES.REPAIR ANY ACCOMMODATE ANY AND ALL CONDUITS AND BACK BOXES.GENERAL BLOCKING TO SUPPORT WEIGHT. SUCH SURFACES AS NECESSARY;VERIFY ALL SUCH REPAIRS W/THE CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES. 17. DO NOT BLOCK OR USE EXISTING STAIR CASES TO TRANSPORT DEMOLITION LANDLORD.GENERAL CONTRACTOR RESPONSIBLE FOR AND SHALL REPLACE 13. WHERE ELECTRICAL WORK IS SPECIFIED IN CABINETS,LAMPS AND FIXTURES MATERIALS. IMMEDIATELY CLEAN&REMOVE ALL DEBRIS FROM PUBLIC ANY FIREPROOFING REMOVED FROM THE BUILDING STRUCTURE AND/OR 43. MOUNTING HEIGHTS:ALL STROBES,PULL BOXES,FIRE EXTINGUISHERS, ARE TO BE PROVIDED BY THE OWNER.CUTOUTS FOR SWITCHES,OUTLETS,AND PERMIT SET 08/09/19 SAC CORRIDORS,ELEVATOR&SERVICE ELEVATOR LOBBIES AFTER DEMOLITION DAMAGED DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION. SIGNAGE,INCLUDING ALL ELEVATOR CALL BUTTONS AND INDICATOR LIGHTS, WIRING DEVICES TO BE INSTALLED IN CABINETRY IN THE FIELD ARE BY THE OPERATION&BEFORE COMMENCEMENT OF THE NORMAL WORK DAY. ETC.TO REMAIN ARE TO BE RAISED OR LOWERED TO SPECIFIED MOUNTING WOODWORK CONTRACTOR AND ARE TO BE COORDINATED BY THE GENERAL PROGRESS SET 08/05/19 SAC /� 13. ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS AND FURRING TO HAVE HEIGHTS IN AREAS OF WORK,AS PER CODE. CONTRACTOR. BARRICADEE'NOTES 18. ANY REMOVAL IN THE CEILING PLENUM OF FLOOR BELOW OR AT THE FLOOR METAL CORNER BEADS.TAPE,PLASTER,AND SAND SMOOTH.REFER TO NO. REVISION DATE BY ABOVE FOR ELECTRICAL/MECHANICAL/PLUMBING SHALL BE COORDINATED CORRESPONDING DETAILS ON SHEET A-603 MISCELLANEOUS DETAILS FOR 44. TYE GENERAL CONTRACTOR TO PROVIDE ATTIC STOCK OF ALL FINISHES, 14. MILLWORK SUBCONTRACTOR SHALL PROVIDE ALL HARDWARE REQUIRED FOR WITH BUILDING MANAGEMENT FOR ALLOWABLE HOURS OF OPERATION. ADDITIONAL INFORMATION. CARPET,FLOOR TILES,AND ALL OTHER APPLIED MATERIAL AS APPLICABLE AT FINISHED INSTALLATION OF CABINETS. PROJECT MANAGER: 1. REFER TO BARRICADE ENLARGED PLAN&ELEVATION FOR ADDITIONAL END OF PROJECT FOR OWNER'S FUTURE USE. INFORMATION. 19. GENERAL CONTRACTOR CAN RECYCLE DEMOLITION MATERIALS BY 14. ACCESS PANELS IN WALL FOR PLUMBING,MECHANICAL,ELECTRICAL ACCESS15. FIELD VERIFY LOCATION OF ALL HOLES THROUGH ALL NEW COUNTERTOPS AND \rchitecture CONTACTING THE FOLLOWING MANUFACTURERS&RETAILERS: SHALL BE FLUSH FRAMELESS GYP.BOARD PANELS,SEE SPECIFICATIONS. MILLWORK.PROVIDE A GROMMET INSERT AT EACH LOCATION WERE 2. BARRICADE GRAPHICS DESIGN GUIDELINES: A. FIRST'GREEN'SALVAGE RETAILER LOCATED IN NYC @ WWW.BIGNYC.ORG. WATERPROOFING NOTES ELECTRICAL,VOICE/DATA OUTLETS OCCUR.SEE DETAILS FOR SIZES, B. CARPET TILES,'INTERFACE"REENTRY PROGRAM,SUSAN LEWIS 15. GENERAL CONTRACTOR RESPONSIBLE FOR THE FINAL CLEAN-UP OF THE LOCATIONS AND FINISHES OF GROMMET. • FULL BARRICADE WRAP OF RETAILER GRAPHICS TO COVER 100%OF 1-888-733-6873 ENTIRE PREMISES,INCLUDING BUT NOT LIMITED TO THE FLOORS,MILLWORK, 1. WATERPROOF MEMBRANE AND FLOOR DRAIN REQUIRED IN ALL TOILET BARRICADE SURFACE. C. 'US GYPSUM',DRYWALL&CEILING TILES RECYCLING,SANDY MULT FIXTURES,EQUIPMENT,ETC.FOLLOWING THE INSTALLATION OF THE ROOMS,KITCHENS,FOOD PREPARATION AREAS,AND ANY OTHER LOCATIONS 16. MILLWORK SUBCONTRACTOR SHALL SHIM AND LEVEL ALL COUNTERS TO BE TPG ARCHITECTURE, LLP • EXTERIOR BARRICADES SHOULD BE EITHER A MOLDED PRODUCT OR 1-800-887-8744/8898,SMULKERN@USG.COM MILLWORK WHERE WATER IS USED WHEN FLOORING IS NOT EXPOSED CONCRETE. LOCATED OVER FILES,AND PROVIDE A STABLE TEMPORARY SUPPORT UNTIL PLY-WOOD BUT SHOULD ADHERE TO THE SAME STANDARDS ABOVE. D. CEILING TILES,'ARMSTRONG',@ WWW.ARMSTRONG.COM/ENVIRONMENT CONFIRM WITH LANDLORD ANY REQUIREMENTS FOR WATERPROOFING FILES ARE DELIVERED FOR INSTALLATION.CONTRACTOR TO PROVIDE FILLER 31 PENN PLAZA • GRAPHICS INSTALLED BY TENANT MUST BE COMPLETED WITHIN 3 DAYS OF E. CARPET,'THE MOHAWK GROUP',1-877-3RE-CYCL 16. FINAL PLACEMENT OF ALL PARTITIONS TO BE APPROVED IN THE FIELD BY THE WHERE FLOORING IS EXPOSED CONCRETE.WHEN NEEDED,EXTEND STRIPS AS REQUIRED BETWEEN FILE CABINETS AND COUNTERTOPS,AND 132 WEST 31ST STREET,5TH FLOOR, NEW YORK, NY 10001 CONSTRUCTION COMMENCEMENT. F. RAISED FLOORING,'TRI-STATE COMPUTER FLOORING',EDWARD A.LYNCH ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR TO COMMENCEMENT OF MEMBRANE UP WALL AS REQUIRED BY LANDLORD.INSTALLATION OF BETWEEN CABINETS AND SURROUNDING WALLS AND CEILINGS. 212.768.0800 I TPGARCHITECTURE.COM • INFORMATION SHOULD BE PROVIDED TO LANDLORD BY TENANT TWO WEEKS 1-973-238-4475/120 ANY WORK. WATERPROOFING MUST BE DONE PER LANDLORD'S SPECIFICATIONS. BEFORE LEASE EXECUTION,IF GRAPHICS ARE TO BE INSTALLED BY G. CARPET,PADDING,VIC,'CARPETCYCLE,LLC',PETER B.SMITH 17. MILLWORK SUBCONTRACTOR IS RESPONSIBLE TO CLEAN AND POLISH AND IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN LANDLORD. 1-908-353-5900 17. THE GENERAL CONTRACTOR SHALL LAYOUT PARTITIONS STARTING FROM 2. INSTALLATION OF WATERPROOFING MUST BE DONE PER LANDLORD'S TOUCHUP AS REQUIRED ALL WOODWORK AFTER THE INSTALLATION IS AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT CONDITIONS WHERE ALIGNMENT WITH EXISTING CONSTRUCTION IS SHOWN. SPECIFICATIONS AND PERFORMED BY THE LANDLORD'S DESIGNATED COMPLETED. PERMITTED BY LAW,TO HOLD AND ARCHITECTURE 2. BARRICADE DOORS MUST BE SECURED AT ALL TIMES.CONSTRUCTION 14. REMOVAL OF OFFICE FURNITURE,WORK STATIONS,FILE CABINETS,SHELVING CONTRACTOR(AT TENANTS EXPENSE). GENERAL CONTRACTOR TO LLP AG,TO HALL HARMLESS LIABILITIES,AINDEMNIFYLOSTPGS, ARCHITECTURE MATERIALS MUST BE DELIVERED BEFORE OR AFTER MALL HOURS.THE AREA &CUSTOM MILLWORK TO BE DONE AS INDICATED ON DEMOLITION PLAN, 18. ALL PARTITION DIMENSIONS ARE FROM FINISHED SURFACE OR FROM FACE OF COORDINATE AND SCHEDULE. 18. ALL CUSTOM ASSEMBLIES INCLUDING BUILT-IN LIGHTING DEVICES MUST BE"UL" COSTS,FROM ANDUDING BUT NOT LIMITEDCLAIMS, ATTORNEY'S FEES, ARISINGDAMAOUT O D OUTSIDE THE CONSTRUCTION BARRICADE MUST BE KEPT CLEAN AND FREE UNLESS OTHERWISE NOTED. CONVECTOR ENCLOSURE,UNLESS OTHERWISE NOTED. APPROVED.VENDOR TO VERIFY ALL LOCAL JURISDICTION REQUIREMENTS AND OF DEBRIS AT ALL TIMES. 3. REMOVE ALL EXISTING TILE AND SETTING BED DOWN TO THE EXISTING CONFIRM COMPLIANCE. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED 15. IF NO DEMOLITION WORK IS TO OCCUR IN THE EXISTING CORE TOILETS, 19. ALL WOOD SPECIFIED AND/OR USED ON THIS PROJECT,SHALL BE FIRE CONCRETE SLAB. BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. 3. BARRICADE TO BE SELF-SUPPORTED.DO NOT ANCHOR TO ANY OF THE MALL TENANT(OWNER)WILL DESIGNATE SINGLE TOILET TO BE USED BY THE RESISTANT MATERIAL IN ACCORDANCE WITH ALL APPLICABLE CODES. 19. ALL FIXTURES ATTACHED TO PARTITIONS,GROUNDS,ETC,SHALL MEET THE STRUCTURAL ELEMENTS.COORDINATE WITH THE MALL MANAGEMENT PRIOR DEMOLITION CREW. PROVIDE MASONITE FLOOR AND WALL PROTECTION AT 4. ALL SHARP EDGES NEED TO BE CHIPPED DOWN TO A SMOOTH SURFACE. FLAME SPREAD RATING REQUIRED AND COMPLY WITH THE GOVERNING IN ASSOCIATION WITH ARCHITECT: TO INSTALLATION. THAT TOILET&AFTER THE DEMOLITION IS COMPLETE CLEAN&REPLACE ANY 20. WHERE A PARTITION MEETS THE WINDOW MULLION,PROVIDE A CONTINUOUS GROUT SETTING BED NEEDS TO HAVE ALL SHARP EDGES REMOVED IN THE BUILDING FIRE CODES.ALL BLOCKING MUST BE FIRE RETARDANT.(TYP. DAMAGED FIXTURES&ACCESSORIES. COMPRESSIBLE FILLER STRIP.A SOUNDPROOFING FILLER PANEL SHALL BE SAME MANOR. THROUGHOUT). R H SWEERS II, PROPRIETOR 4. THE BARRICADE GRAPHICS SHALL BE ON-SITE PRIOR TO THE CONTRACTOR'S USED INSIDE THE METAL CONVECTOR ENCLOSURE TO PREVENT SOUND RH SWEERS ARCHITECT INSTALLATION OF BARRICADE PANELS AND SHALL BE INSTALLED ALONG WITH 16. REMOVE ALL EXISTING CONSTRUCTION MATERIALS IN AREAS AS INDICATED TRANSMISSION. 5. REMOVE ALL TILE BASES AND CUT-UP DRYWALL SURFACE WALL ABOVE THE 20. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND CONDITIONS AT THE THE BARRICADE PANELS AT THE SAME TIME. ON PLANS&AS INDICATED IN THE NOTES&KEY NOTES. ALL REFERS TO ALL EXISTING CONCRETE FLOOR.WATERPROOFING TO MEET LANDLORD PROJECT JOB SITE AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY RHS2@SWEERSARCH.COM CONTRACT AREAS NOT INDICATED TO REMAIN(N.I.C.)SUCH AS:BUILDING 21. ALL METAL TRIMS ON GYPSUM BOARD PARTITIONS SHALL BE TYPE#200 REQUIREMENTS. THIS IS TYPICAL AT ALL WALLS ALLOWING THE NEW DISCREPANCIES.COORDINATE WITH FIXTURES VENDORS AND OTHER TRADES THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM 5. PROVIDE CARPET STRIP FOR PROTECTION AT BOTTOM OF FRAMING WHERE CORE MECHANICAL,ELECTRICAL&RISER ROOMS,STAIRS,TOILETS&SERVICE SERIES AS MANUFACTURED BY U.S.GYPSUM OR EQUIVALENT. WATERPROOFING FLASHING TO TURN UP THE WALL. AS NEEDED. RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE METAL TRACK AND STRUTS BEAR ON MALL FLOORS. ELEVATOR LOBBY. CONDITIONS/ IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY 6. REMOVE ALL EQUIPMENT FROM THE SPACE. ALL PENETRATIONS AND 21. THE FIXTURES VENDOR IS TO FURNISH SHOP DRAWINGS TO THE OWNER FOR SIGNATURE AND SEAL. 17. ALL DOORS,FRAMES,HARDWARE&SADDLES IN AREA OF WORK ARE TO BE 22. ALL GYPSUM BOARD PARTITIONS,CEILINGS,FASCIAS,AND SOFFITS SHALL BE PROTRUSIONS NEED TO BE INSTALLED PRIOR TO INSTALLATION OF NEW REVIEW AND APPROVAL PRIOR TO FABRICATION WHEN REQUIRED.SEE a REMOVED AND DISPOSED OF,UNLESS OTHERWISE INSTRUCTED BY THE PROPERLY BRACED. BRACING SHALL INCLUDE THE APPROPRIATE BLOCKING WATERPROOFING. GENERAL PROJECT NOTES. DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, Lo BUILDING MANAGEMENT. ALL CORE DOORS ARE TO REMAIN AND TO BE AND STRUCTURAL SUPPORTS NECESSARY TO ACCOMMODATE THE WEIGHT AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! a' PROTECTED WITH MASONITE PRIOR TO START OF DEMOLITION. PROTECT& LOAD OF THE SPECIFIED PRODUCT OF DETAIL. 7. ANY AREAS OF DAMAGED CONCRETE OR OPENINGS NO LONGER IN SERVICE 22. NO FIELD FINISHING SHALL BE PERMITTED.MINOR TOUCH-UPS ARE PERMITTED. PROJECT r' SEAL THE ELEVATOR DOORS TO PREVENT SPREADING OF DUST THRU SHOULD BE PATCHED AND FILLED WITH NEW CONCRETE. IN THE EVENT THE N ELEVATOR SHAFT&OTHER FLOORS. 23. ALL GYPSUM BOARD SHALL BE INSTALLED VERTICALLY IN FULL LENGTH SURFACE IS IN POOR CONDITION AND IRREGULAR FROM THE ORIGINAL 23. GENERAL CONTRACTOR IS TO VERIFY FIXTURE COUNTS WITH VENDORS, N SECTIONS. SETTING BED FROM BEING WELL ADHERED TO THE SURFACE THE FOLLOWING COORDINATE SCHEDULING WITH MILLWORKER AND PROVIDE GENERAL WASHINGTON SQUARE a 18. ALL EXISTING PARTITIONS IN DESIGNATED AREAS TO BE REMOVED IN THEIR PRODUCTS MAY BE USED: ARDEX CD CONCRETE DRESSING CAN BE USED TO CONDITIONS REQUIRED FOR PROPER INSTALLATION AND CLEAN-UP. TENANT SPACE (G-07) ENTIRETY FROM SLAB TO SLAB INCLUDING ALL FINISHES,DRYWALL,TRACKS, 24. WATER RESISTANT PARTITIONS TO BE USED AT ALL RESTROOMS,PANTRIES, REPAIR SURFACES OF EXISTING CONCRETE. ANOTHER TYPE OF SURFACE o STUDS,INSULATION AND ELECTRICAL DEVICES. KITCHENS OR ANY OTHER SPACE HAVING WATER SOURCE. THE NEW FULL TREATMENT CAN BE US CONCRETE PRODUCTS,U.S.THIN PATCH FOR THE 24. REFER TO STRUCTURAL DRAWINGS FOR FIXTURE ANCHORAGE DETAILS WHERE 9585 S.W. WASHINGTON SQUARE RD. HEIGHT PARTITION TO USE I"WATER RESISTANT PURPLE BOARD GOLD BOND EXISTING SURFACE PREPARATION. APPLICABLE. a 19. ANY DAMAGE THAT OCCURED DURING DEMOLITION WORK TO PERIMETER XP BRAND WATER,MOISTURE RESISTANT GYPSUM BOARD AS MFG.BY PORTLAND, OR 97223 WALLS&PIERS,INTERIOR COLUMNS&INTERIOR CORE WALLS TO REMAIN TO NATIONAL GYPSUM CO.AND I THICK DURA ROCK ON WET SIDE OF PARTITION, 8. REMOVE ALL DIRT AND DEBRIS AND ANY OIL OR GREASE FROM THE SURFACE 25. ALL SIGNAGE IS SHOWN FOR CLARITY&DESIGN PURPOSES ONLY-TO BE FILED o BE REPAIRED. OF THE CONCRETE. &PERMITTED UNDER SEPARATE APPLICATION BY OTHERS. DRAWINGcri . ALL WITH PROPER MOISTURE BARRIERS WITH SOUND ATTENUATION BLANKET Lu WITHIN FULL HEIGHT PARTITION,SLAB TO SLAB. GENERAL NOTES 20. ALL FLOOR COVERING INCLUDING CARPETS(BROADLOOM&TILES),VCT, 9. IF THE EXISTING CONCRETE SURFACE HAS AREAS OF DEPRESSION OR RISES 26. GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE SIGNAGE z STONE TILES AND WALL BASE TO BE REMOVED,UNLESS OTHERWISE NOTED. IN THE SURFACES AND IS GOING TO AFFECT THE OVERALL LOOK OF THE TILE INSTALLATION WITH THE SIGNAGE VENDOR PROVIDING APPROPRIATE � 25. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TAPING AND SPACKLING g SCRAPE AND REMOVE ALL ADHESIVES,GROUT&WATERPROOFING AS [(3)COATS MINIMIUM]ON ALL GYPSUM BOARD,AS WELL AS PATCHING AND INSTALLATION,THE SURFACE OF THE NEW WATERPROOFING MEMBRANE SCHEDULING NOTICE PRIOR TO SCHEDULED DATE OF INSTALLATION. OLD' NECESSARY. PATCH/FILL FLOOR AS NECESSARY TO A SMOOTH LEVEL FINISH.. REPAIRING ALL WALLS,CEILINGS,AND COLUMNS TO REMAIN AS EXISTING. SHOULD BE LEVELED PRIOR TO THE INSTALLATION OF TILE. 27. GENERAL CONTRACTOR COORDINATE WITH ELECTRICAL CONTRACTOR TO m21. ALL EXISTING BUILDING FIRE DAMPERS,FIRE/SMOKE DAMPERS,DUCT 10. AFTER INSTALLATION OF SARNAFIL WATERPROOFING MEMBRANE, FURNISH AND INSTALL ELECTRICAL CIRCUITS INCLUDING ALL CONDUIT,WIRE, o a 26. ALIGN PARTITIONS WHERE NEW WALLS ABUT EXISTING COLUMN AND/OR M MOUNTED SMOKE DETECTORS AT SUPPLY AND RETURN AIR SHAFTS TOWALLS: FLOAT/SCREED OVER THE ENTIRE SURFACE OF THE WATERPROOFING CONNECTIONS,AND BREAKER AT PANEL BOARD NECESSARY TO SERVE cfgn w REMAIN. MEMBRANE WITH A THIN LAYER OF A MORTAR AND/OR GROUT BED MIX. SIGNAGE. Lu LU rn 27. A.DRYWALL TO PLASTER OR DRYWALL:REMOVE EXISTING CORNER BEAD THICKNESS OF THE SETTING BED SHOULD VARY FROM 3/8"TO 1/2"IN SEAL DATE 08/09/2019 0 22. PROVIDE ADDITIONAL SUPPORT FOR ALL EXISTING DUCTS&PIPING TO TAPE AND SPACKLE JOINT[(3)COATS MINIMUM]EXCEPT AT COLUMN WHERE THICKNESS. CARE SHOULD BE TAKEN NOT TO DAMAGE THE MEMBRANE 28. GENERAL CONTRACTOR TO PROVIDE FIRE TREATED WOOD STUD BLOCKING,OR Li)1 N REMAIN WHICH ARE AFFECTED BY THE DEMOLITION OF EXISTING CEILING& GYPSUM BOARD WILL PASS OVER COLUMN FACE. WATERPROOFING WITH THE EDGES OF SHARP TROWELS. EQUIVALENT TO SUPPORT SIGNAGE AS NEEDED. vs-SD �� PROJECT NO. 1519820-00 a - PARTITIONS.SEAL DUCT OPENINGS TO PREVENT DUST FROM SPREADING � ) C� c3i a� THRU THE BUILDING. 28. B.PLASTER TO PLASTER:REMOVE EXISTING CORNER BEAD.REINFORCE 11. IF THE FLOOR IS IN GOOD CONDITION AND FAIRLY LEVEL TO SIGHT,AND AT 29. SIGNAGE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ANY AND ALL ti� r� SCALE AS NOTED co o JOINT WITH WIRE MESH AND PLASTER TO FORM A SMOOTH,PLUMB, THE DISCRETION AND APPROVAL OF THE LANDLORD,THE TILE MAY BE SET ALLOWABLE MONUMENT WITH LANDLORD AND PROVIDE SHOP DRAWING(S) CD 23. BEFORE STARTING THE DEMOLITION IDENTIFY&TAG BMS SYSTEM DEVICES CONTINUOUS SURFACE. OVER THE WATERPROOFING MEMBRANE WITHOUT THE USE OF A TIN SETTING PRIOR TO FABRICATION TO THE OWNER FOR APPROVAL. ' � ] DWG NO. • co W/BUILDING ENGINEER/MANAGEMENT. DO NOT REMOVE THOSE DEVICES BED OF MORTAR. THE TILE WILL NEED TO BE INSTALLED OVER A SETTING BED 1'" I� ,,,,,,,,II. 11 UNLESS OTHERWISE INSTRUCTED BY THE BUILDING MANAGEMENT. 29. GENERAL CONTRACTOR SHALL CAP ALL EXPOSED EXISTING PIPING NOT USING A 3/8"NOTCHED TROWEL. 30. SIGNAGE CONTRACTOR TO INSTALL SIGNAGE IN COMPLIANCE WITH LOCAL • � - + A-004 o'o BEING USED BEHIND FINISH SURFACE. CODES AND OBTAIN LANDLORD APPROVAL. KS N 24. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY LIGHTING 12. ALL FLOOR PREPARATION HAS TO BE INSPECTED AND APPROVED BY THE N m &POWER IN AREA OF WORK. 30. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS TO PROVIDE ACCESS LANDLORD PRIOR TO INSTALLATION OF THE WATERPROOFING MEMBRANE 31. SIGNAGE CONTRACTOR TO SUPPLY SHOP DRAWINGS TO THE OWNER AND /?' OF og�� rn v DOORS FOR ALL PLUMBING,ELECTRICAL,HVAC,ETC.AS REQUIRED TO AND THE NEW TILE FLOOR. GENERAL CONTRACTOR AS NEEDED.GENERAL CONTRACTOR TO NOTIFY THE CAD FILE NO. �, 1 25. GENERAL CONTRACTOR SHALL HAVE A LICENSED ELECTRICIAN ON PREMISES OWNER AND ARCHITECT IMMEDIATELY IF SHOP DRAWINGS OR INSTALLATION IS SIGNED 08/27/2019 DURING DEMOLITION AFFECTING ELECTRICAL LINES IN AREA OF WORK. IN DISCREPANCY WITH DESIGN DRAWINGS. Y J M.A.. i1 i i-. i. i- 1. - - REFLECTED CTEDCEILING NOTESTES � _ u � - .�- � FINISHNOTES PAINT FINISHNOTES FLOOR NOTES 1. REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL INFORMATION. DIFFUSERS AND RETURN AIR GRILLES. 1. REFER TO FINISH FLOOR PLAN FOR ADDITIONAL INFORMATION. 1. PAINTING SPECIFICATIONS:CONTRACTOR TO PAINT ALL INTERIOR AND EXTERIOR 1. CARPETING AND ALL OTHER TYPES OF FLOORING NOTES& SPECIFICATIONS: PROTRUSIONS,BUMPS AND RIDGES AND FILL AS REQUIRED PER - SURFACES INCLUDING ALL EXPOSED PIPES,DUCTS,CONDUITS,HANGERS, CONTRACTOR TO INCLUDE ALL LABOR,MATERIALS,EQUIPMENT AND MANUFACTURER'S RECOMMENDATIONS FOR EACH TYPE OF FLOORING Magi) 2. RCP TAKEN FROM V-0"AFF LOOKING UP. 34. GENERALILINGHCRERACTOR TON PROVIDELLSAENTO SIZOV CUTOUT UIRVE 2. REFER TO INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION. CONVECTORS,INDUCTION UNITS EXISTING CEILING SLAB CONDITIONS,EXPOSED SERVICES NECESSARY TO COMPLETE THE FLOOR COVERINGS AS SHOWN ON MATERIAL USED ON THE PROJECT.CONTRACTOR TO REMOVE ANY AND ALL CEILING WHERE PARTITION WALLS EXTEND TO SLAB ABOVE,AS REQUIRED STEEL AND PRIMED METAL AND WOOD COMPONENTS AND EQUIPMENT,UNLESS THE ARCHITECTURAL DRAWINGS.THE CONTRACTOR IS TO FULLY REVIEW THE COATINGS,INCLUDING CURING COMPOUNDS AND OTHER SUBSTANCES THAT 3. ALL MEP INFORMATION SHOWN FOR DESIGN INTENT ONLY.REFER TO FOR CIRCULATION OF RETURN AIR TO HVAC SYSTEM.FURNISH AND INSTALL 3. GENERAL CONTRACTOR TO VERIFY CONDITIONS OF EXISTING SLAB IN FIELD OTHERWISE NOTED. ENTIRE SET OF DOCUMENTS IN ORDER TO BECOME FAMILIAR WITH ENTIRE ARE INCOMPATIBLE WITH ADHESIVES OR METHODS OF INSTALLATION OF R ADDITIONAL INFORMATION. FIRE DAMPERS AS REQUIRED TO MAINTAIN THE INTEGRITY OF RATED WALLS. AND PREP AS NEEDED TO RECEIVE NEW FINISHES. SCOPE OF WORK.REFER TO ARCHITECTURAL FINISH SPECIFICATIONS FOR SPECIFIED FLOORING MATERIAL.CONTRACTOR TO MAINTAIN A MINIMUM ENGINEERING DRAWINGS FO 2. ALL AREAS TO BE PAINTED TO HAVE THEIR SURFACE PREPARED IN SUCH A MANNER ALL FLOORING MATERIALS USED ON PROJECT INCLUDING BUT NOT LIMITED TEMPERATURE OF 70 DEGREES F IN SPACES TO RECEIVE NEW CARPET AND 4. BUSSTRUT TO PROVIDE AND INSTALL BUSSTRUT AND ACCOCIATED LG AS TO ACCEPT BOTH THE PRIME COATS AND THE FINISHED COATS AS LIGHTING. 35. GENERAL CONTRACTOR SHALL REMOVE CEILING TILE(S)AS REQUIRED BY THE 4. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN RECOMMENDED BY THE SPECIFIED MANUFACTURER. IS THE INTENT THAT THE TO ALL BASES,CARPETS,CARPET TILES,BROADLOOMS,RUGS,SOLID VINYL& OR RESILIENT FLOORING FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION, IT GC TO ALL ADDITIONAL LIGHTING FIXTURES AND LIGHTING CONTROLS REFER VOICE,DATA,AN,SECURITY AND SIGNAL CABLE VENDOR OR OTHER TRADES ACCESSIBLE ROOMS AND SPACES SHALL BE FIRM,STABLE,AND SLIP GENERAL CONTRACTOR SHALL PROPERLY PREPARE ALL EXISTING WALLS, RUBBER FLOOR TILES AND ROLLS,PLUS REDUCING STRIPS AND OTHER DURING INSTALLATION AND FOR NOT LESS THAN 48 HOUR A FTER TO LIGHTING SCHEDULE FOR MORE INFORMATION.GC TO COORDINATE WITH AUTHORIZED FOR INSTALLATION BY THE ARCHITECT.ALL CEILING TILES MUST RESISTANT. COLUMNS,CORE AND PERIMETER WALLS,CEILINGS,SOFFITS,FASCIAS,WINDOW ACCESSORIES. INSTALLATION.AFTER THIS PERIOD,MAINTAIN A TEMPERATURE OF NOT LESS ELECTRICAL DRAWINGS FOR FINAL LOCATIONS OF LIGHTING,SECURITY AND BE REPLACED WHEN WORK IS COMPLETED. POCKETS,CONVECTORS,DOORS AND FRAMES,PLUS ANY OTHER SURFACES NEW THEN 55 DEGREES F. MUSIC CONTROLS AND REQUIREMENTS. 5. ALL FLOORING TRANSITION STRIPS MUST BE FLUSH AND SMOOTH METAL WITH AND/OR EXISTING THAT ARE DESIGNATED TO RECEIVE NEW PAINT.ALL THESE 2. QUALITY ASSURANCE:CONTRACTOR TO USE ONLY THOROUGHLY TRAINED 36. ALL THERMOSTATS,NEW AND EXISTING,TO BE INSTALLED AT 54"A.F.F.IN BRUSHED ALUMINUM FINISH AND MUST COMPLY WITH ALL ADA AREAS TO BE PROPERLY PREPARED INCLUDING TAPED,SPACKLED,SANDED, AND EXPERIENCED INSTALLERS COMPLETELY FAMILIAR WITH THE 13. CLEAN UP AND PROTECTION:PROTECT FINISHED FLOORING ONCE INSTALLED 5. REFER FIXTURE AND UFACTUR RS S ARE LOCATED INO LIGHTING SCHEDULE. LOCATIONS APPROVED BY THE ARCHITECT,UNLESS OTHERWISE NOTED. REQUIREMENTS. REFER TO SHEET A-702 FOR ADDITIONAL INFORMATION. POLISHED,FILLED AND PATCHED SMOOTH,IN ORDER TO RECEIVE NEW PAINT AS INSTALLATION RECOMMENDATIONS OF THE MANUFACTURED FLOOR USING MANUFACTURER'S RECOMMENDED PROTECTION INCLUDING REFER TO MANUFACTURERS INSTRUCTION FOR MOUNTING AND INSTALLATION SPECIFIED.NOTE:THIS ALSO APPLIES TO ANY AREA RECEIVING SPECIAL WALL COVERINGS AND BE COMPLETELY FAMILIAR WITH THE REQUIREMENTS OF TEMPORARY PROTECTION DURING THE REMAINDER OF CONSTRUCTION OF ALL LIGHTING ELEMENTS.COORDINATE FINAL LOCATIONS IN FIELD. 37. ALL SPRINKLER HEADS AT DROPPED CEILINGS TO BE CONCEALED FLUSH 6. ALL DRAINS MUST BE ACCESSIBLE AND HAVE CLEAN OUTS. TREATMENTS. THIS WORK.THE CARPET FLOORING INSTALLERS SHALL COMPLY WITH ALL PERIOD.ONCE PROTECTED AND IF DAMAGED DURING THE REMAINDER OF GENERAL CONTRACTOR REPRESENTATIVETCOORDINATE MOUNTING OPTIONS WITH VENDOR TYPE WITH PREFINISHED WHITE CAP TO MATCH CEILING UNLESS OTHERWISE APPLICABLE PROVISIONS AND RECOMMENDATIONS OF THE CARPET AND RUG CONSTRUCTION,NOTIFY CONTRACTOR AS TO LOCATIONS,BUT INCLUDE IN TED IN ACOUSTICAL TILE CEILINGS,SPRINKLER HEADS 7. GENERAL CONTRACTOR TO LEVEL EXISTING CONCRETE SUBSTRATE AS 3. WHERE ITEMS OR SURFACES ARE NOT SPECIFICALLY MENTIONED,PAINT THE INSTITUTE THE CARPET SPECIFIERS HANDBOOK FOR PROPER INSTALLATION SCOPE OF WORK THE REPLACEMENT OF ANY AND ALL DAMAGED FLOORING. OWNER'SE TOFUNFO /DESIGN TEAMSPRIORIN FIELD.NOTIFY OWNER AND NOTED.HALLBE ERE INDICA UNFORESEEN ISSUES TO INSTALLATION. SHALL CENTERED IN TILES,UNLESS OTHERWISE NOTED. REQIRED. PROVIDE SEPARATE PRICE TO LEVEL ALL FLOORS. SURFACE TO MATCH ADJACENT MATERIALS AND NOTIFY OWNER AS TO WHICH METHODS THROUGHOUT THE ENTIRE PROJECT.ALL PRODUCTS USED ON THE VACUUM ALL AREAS OF CARPET INSTALLATION USING COMMERCIAL ARCHITECT OF ANY UNFO S COLOR TO BE USED.CONTRACTOR TO INCLUDE IN SCOPE OF WORK PAINTING OF PROJECT SHALL BE FROM A SINGLE DYE LOT.ALL MATERIALS USED ON MACHINES,REMOVE ALL DIRT,SOIL,SPOTS,EXCESSIVE ADHESIVES AND ANY 6. CEILING HEIGHTS INDICATED ON REFLECTED CEILING PLANS.ALL CEILING 38. GENERAL CONTRACTOR IS RESPONSIBLE TO BALANCE THE HVAC SYSTEM 8. LATICRETE ANTI-FRACTURE MEMBRANE TO BE INSTALLED BENEATH ALL NEW THOSE UNMARKED AREAS,UNLESS OTHERWISE NOTED. PROJECT SHALL COMPLY WITH ALL FIRE TEST PERFORMANCE STANDARDS OTHER FOREIGN SURFACE CONTAMINANTS FROM THE CARPET AND REPLACE HEIGHTS ARE MEASURED FROM TOP OF FINISH FLOOR TO UNDERSIDE OF AFTER THE INSTALLATION IS COMPLETED AND SUBMIT A WRITTEN REPORT TO TILE. HAVING JURISDICTIONAL AUTHORITY INCLUDING ALL ASTM RULES AND CARPETS OR OTHER FLOORING MATERIALS USED WHERE CONTAMINANTS FINISH CEILING.NOTIFY ARCHITECT OF UNFORESEEN CONFLICTS IN FIELD. THE ARCHITECT'S AND ENGINEER'S OFFICE FOR REVIEW AND APPROVAL. 4. QUALITY ASSURANCE: FURNISH AND INSTALL PRIMERS PRODUCED BY THE SAME REGULATIONS. CAN NOT BE REMOVED. OF DISCREPANCIES BETWEEN ARCHITECTURAL AND 9. FINISHES SHOWN FOR GRAPHIC PURPOSE ONLY-FLOORING CONTRACTOR TO MANUFACTURER AS THE FINISH COAT AND WHEN THE THINNERS ARE USED THEN NOTIFY ARCHITECT ONLY WITHIN RECOMMENDED LIMITS AS APPROVED BY MANUFACTURER.GENERAL ' OBTAIN CLARIFICATION BEFORE 39. WE ALL REALIZE THAT AS CONSTRUCTION PROCEEDS AND AS PROJECT SUBMIT SHOP DRAWING SHOWING EXACT ARRANGEMENT&PLACEMENT OF 3. FLOOR PREPARATION:GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS 14. INDOOR ENVIRONMENTAL QUALITY ISSUES:IT IS THE INTENT TO WHEREVER ELECTRICALN 1 MECHANICAL DRAWINGS AND CONTRACTOR TO COORDINATE ALL PAINTING AS NEEDED INCLUDING ALL SHOP NEARS COMPLETION,CEILING TILES OFTEN GET DAMAGED AND/OR DIRTY BY TILES TO ARCHITECT FOR APPROVAL. PRIMERS,THINNERS,FINISH COATS AND TO INSURE THAT THE QUALITY OF PAINT SHALL SLASH PATCH AND PREPARE ALL FLOORS AS REQUIRED TO OBTAIN A POSSIBLE FOR THE GENERAL CONTRACTOR&ALL SUBCONTRACTORS COMMENCING CONSTRUCTION. OTHER TRADES,THE GENERAL CONTRACTOR AND THEIR SUBCONTRACTORS APPLICATION BEING USED WITHIN EACH SPECIFIC AREA,MEETS THE PROPER SMOOTH AND LEVEL SURFACE SUITABLE FOR PROPER INSTALLATION OF ALL WORKING ON PROJECT TO USE LOW VOLATILE ORGANIC COMPOUNDS 7. ALLITEMS MOUNTED TO CEILINGTO BE COORDINATED WITH ARCHITECT AND ARE RESPONSIBLE TO REPLACE ANY AND ALL DAMAGED CEILING TILES AND 10. ALL FINISH MATERIAL TO BE INSTALLED AND SEALED AS PER PAINTING METHOD,SO THAT EACH SURFACE PAINTED LASTS AND IS PAINTED AS PER FLOORING MATERIALS.CONTRACTOR SHALL INSPECT ALL SUB FLOORS OF FOR ALL FLOORING MATERIALS INCLUDING BUT NOT LIMITED TO ALL ANY OWNER PRIOR TO INSTALLATION. .LOCATE ALONG ESTABLISHED CENTER LINES GRIDS AND/OR DRYWALL CEILINGS AND SOFFITS AT THEIR OWN COST. MANUFACTURER'S RECOMMENDATION. MANUFACTURES RECOMMENDATION FOR DURATION INCLUDING CURRENT PROJECT INCLUDING BUT NOT LIMITED TO ACTUAL CONDITION OF SLAB AND SEALANTS,COATINGS,COMPOUNDS,ADHESIVES,UNDER-LAYMENTS,OR AS INDICATED. REGULATIONS OF: LEVELNESS OF FLOOR OVER ENTIRE SPACE AND INCLUDE ANY AND ALL OTHER PRODUCTS USED ON PROJECT.FURNISH&INSTALL THE LOWEST VOC 11. ALL WALL COVERINGS TO BE INSTALLED OVER GYP.BOARD U.O.N.IF WALL 5. ASTM;(OTC)VOC REGULATIONS;GREEN SEAL STANDARDS GS-03,ANTI-CORROSIVE LEVELING AS REQUIRED IN SCOPE OF WORK WITHOUT EXCEPTION. CONTENT PRODUCT AVAILABLE TO SATISFY MATERIAL SPECIFICATION IN 8. WHERE ELECTRICAL WORK IS SPECIFIED IN CONJUNCTION WITH MILLWORK, COVERING INSTALLATION OCCURS OVER MDF THE SURFACE MUST BE AND ANTI-RUST PAINTS,SECOND EDITION,JANUARY 7,1997 AND GS-11,PAINTS, ADDITION TO SUBMITTING VOC CONTENT INFORMATION AS PART OF THE ALL FIXTURES SHALL BE PROVIDED BY THE CONTRACTOR.CUT-OUTS FOR SANDED,SEALED WITH A LOW MOISTURE ADHESIVE,AND PRIMED PRIOR TO FIRST EDITION,MAY 20,1993. 4. EXTRA STOCK: CONTRACTOR TO PROVIDE AND DELIVER TO THE PROJECT AT SHOP DRAWING SUBMITTAL PROCESS TO ARCHITECT.IN ADDITION,THE SWITCHES,OUTLETS,ETC.AS REQUIRED BY THE MILLWORK SHALL BE FINAL FINISH INSTALLATION. LEAST FIVE(5)PERCENT OVERRUNS ON CALCULATED YARDAGE EXCLUDING METHOD OF INSTALLATION OF ALL FLOORING AT THE PROJECT SITE SHOULD COORDINATED WITH THE ELECTRICAL CONTRACTOR,U.O.N. ALL SWITCHES, 6. SUBMITTALS:GENERAL CONTRACTOR TO SUBMIT MANUFACTURERS TECHNICAL THE AMOUNT NEEDED FOR OVERRUNS FOR PROPER INSTALLATION OF FOLLOW THE BASIC RULES FOR INDOOR AIR QUALITY.FOLLOW ANY AND ALL OUTLETS,ETC.VSHALL BE TOONCEALDI ANY SWITCHES,OUTLETS,ETC.WHICH 12. ALL ITEMS TO BE PAINTED IN FIELD TO BE IN APPROPRIATE MANNER AS PER INFORMATION INCLUDING PAINT LABEL ANALYSIS,VOC CONTENT IN G/L AND FLOORING MATERIAL.IT IS INTENDED TO HAVE THIS 5%OVERAGE FOR CURRENT GOVERNMENTAL ORGANIZATIONS AND/OR BUILDING MANUFACTURER INSTRUCTIONS TO PRESERVE WARRANTIES.COORDINATE APPLICATION INSTRUCTIONS FOR EACH MATERIAL.IN ADDITION,SUBMIT PAINT AND CLIENTS USE AT END OF PROJECT.ALL EXTRA STOCK OF FLOORING MANAGEMENTS RULES&REGULATIONS HAVING JURISDICTION OVER THE JOB ARE TO BE VISIBLE ARE BE COORDINATED WITH ARCHITECT AND OWNER. WITH AMAZON CM ON SITE AND OBTAIN THEIR APPROVAL PRIOR TO FINISH SAMPLES(INCLUDING PAINTED BRICK SAMPLE)ON 12"X 12"GYPSUM WALL MATERIALS TO BE PROPERLY LABELED AND STORED AS PER SITE AS IT RELATES TO INSTALLATION METHODS.NOTE,IF LEEDTM 9. PROVIDE FULLY RECESSED FIRE SPRINKLERS AT ALL FINISHED CEILINGS. PROCEEDING.REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. BOARD,RESUBMIT SAMPLES UNTIL THEY ARE ALL ACCEPTABLE BY THE OWNER. MANUFACTURER'S RECOMMENDATION FOR ATTIC STOCK. REGISTERED TYPE PROJECT REFER TO ADDITIONAL LEEDTM NOTES AND COVER PLATES TO MATCH FINISH OF ADJACENT CEILING AS BEST POSSIBLE 12.1. ALL UNISTRUT PROVIDE MOCK-UPS IN FIELD AS DIRECTED BY THE OWNER.ALL MOCK-UPS SHALL SPECIFICATIONS. FROM MANUFACTURER'S STANDARD OPTIONS.THE SPRINKLER SYSTEM SHALL PAINTED TO MATCH ADJACENT SURFACE CONSIST OF PRIMERS,SEALERS,INTERMEDIATE COATINGS AND SCHEDULED FINISH 5. PRODUCT DELIVERY,STORAGE AND HANDLING: DELIVER AND STORE ALL BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION. PAINTS.THE MOCK-UP WILL THEN BE EVALUATED BY THE OWNER FOR COLOR,PAINT FLOORING MATERIA IN UNDAMAGED CONDITION AS PACKAGED BY THE 15. IN AREAS WHERE TILE,STONE,AND/OR TERRAllO TYPE FLOORS ARE 12.2. ALL CEILING GRILLES TEXTURE,ADHESION,SHEEN AND SIMILAR ATTRIBUTES.DO NOT PROCEED WITH THE MANUFACTURER,WITH MANUFACTURER'S SEALS&LABELS INTACT, SPECIFIED,CONTRACTOR TO PROVIDE CRACK SUPPRESSION MATERIAL AS 10. GENERAL CONTRACTOR TO COORDINATE QUANTITY AND LOCATION OF ALL PAINTED TO MATCH ADJACENT SURFACE PAINTING WORK UNTIL MOCK-UPS ARE APPROVED BY THE OWNER. INCLUDING ALL MATERIALS IN ORIGINAL MILL PROTECTIVE WRAPPING WITH UNDERLAYMENT THAT SPANS MORE THAN ONE STRUCTURAL BAY IN ORDER ACCESS PANELS.ACCESS PANELS TO BE AVOIDED WHERE POSSIBLE. IF 7. DELIVERY.STORAGE&HANDLING OF PAINTING MATERIALS:DELIVER ALL MATERIALS MILL REGISTER NUMBERS AND TAGS ATTACHED.EXERCISE CARE TO PREVENT TO PREVENT CRACKING,IF NEEDED PROVIDE EXPANSION JOINTS, REQUIRED AS SPECIFIC AREAS,COORDINATE WITH ARCHITECT. 12.3. ALL COVER PLATES D UNOPENED PACKAGES/ DLINGIOF P INTINGBEARIMG MANUFACTURES NAME AND RIALS DAMAGE DURING DELIVERY,HANDLING AND STORAGE,INCLUDING STORING COORDINATE LOCATIONS OF EXPANSION JOINS WITH ARCHITECT PRIOR TO PAINT TO MATCH ADJACENT SURFACE ININCLUDING PAINTING INSTRUCTIONS.STORE ALL MATERIALC WITHIN A CLEAN ALL MATERIALS FLAT IN A CLEAN,DRY AREA WITH MAINTAINED INDOOR PROCEEDING. 11. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS OR PATH OF TRAVELENVIRONMENT,FREE FROM ALL FOREIGN MATERIALS AND RESIDUE,INCLUDING TEMPERATURE AS RECOMMENDED BY THE MANUFACTURER FOR STORAGE AT WHERE APPLICABLE. STORAGE AT MANUFACTURERS RECOMMENDED TEMPERATURE.ENSURE THAT THE THE JOB SITE. USE BLACK COVER PLATES ON DARK WALLS WORKMEN AND WORK AREAS ARE ADEQUATELY PROTECTED FROM ALL HAZARDS 12. GENERAL CONTRACTOR TO PROVIDE BLOCKING,HANGER,AND SAFETY WIRE RESULTING FROM USE OF ALL PAINTS AND MATERIALS. 6. SUBMITTALS:UNLESS SPECIFIED ON THE ARCHITECTURAL DRAWINGS, FOR CEILING ELEMENTS INCLUDING FIXTURES,SPEAKERS,DUCTS,ETC.AS USE WHITE COVER PLATES ON LIGHT WALLS CONTRACTOR TO SUBMIT SHOP DRAWINGS ACTUAL SAMPLES OF ALL REQUIRED BY LOCAL CODE.ALL WIRING AT FRONT OF HOUSE TO BE 8. JOB CONDITIONS:GENERAL CONTRACTOR TO FOLLOW MANUFACTURERS FLOORING MATERIALS USED ON PROJECT.SAMPLES OF CARPET TILES SHALL - CONCEALED.GROUP LINES AND MINIMIZE NUMBER OF CONDUITS TO MOST DIRECTIONS FOR VENTILATION REQUIREMENTS FOR ALL PAINTING MATERIALS USED BE FULL SIZE,SAMPLES OF BROADLOOM OR OTHER CARPET PRODUCTS USED EFFECTIVE,LEAST VISUAL IMPACT AND COST IMPACT. ALL CONDUITS AND ON THE PROJECT,INCLUDING ANY ENVIRONMENTAL CONDITIONS AS PER FEDERAL, ON PROJECT CONTRACTOR SHALL SUBMIT 18"X 18"SAMPLES OF EACH HVAC DUCTS SHALL BE INDEPENDENTLY SUSPENDED FROM STRUCTURE,NOT STATE AND LOCAL CODES. WHEN PAINTING ANY SURFACE,AIR TEMPERATURE AND CARPET TYPE AND OR FLOORING MATERIAL USED ON PROJECT CONTRACTOR - CEILING. HUMIDITY OM MENDATIONS.MUST BE ADHERED TO AS PER MANUFACTURES TO SUBMIT ALONG WITH FLOOR MATERIAL SPECIFICATIONS AND PERFORMANCE TEST RESULTS OF SPECIFIED MATERIALS ALONG WITH INSTALLATION TECHNICAL SPECIFICATIONS FOR EACH PRODUCT AND IF 13. GENERALILINGELEMENTS CONTRACTOR TO CONFIRM ADEQUATE TO ALL 9. MATERIAL QUALITY:FURNISH AND INSTALL THE BEST QUALITY GRADE OF VARIOUS ADHESIVES ARE USED FOR INSTALLATION SUBMIT MANUFACTURES CEILING NAND AND MOUNTING HEIGHTS PRI ARCHITECTURAL ELEMENTSOINSTALLATION.ACHIEVE DESIRED TYPES OF LOW-VOC COATINGS AS RECOMMENDED BY SPECIFIED MANUFACTURER. RECOMMEND MATERIALS FOR OWNER'S REVIEW AND APPROVAL. LOCATION AND HEIGHTS PRIOR TO MATERIALS NOT DISPLAYING MANUFACTURERS IDENTIFICATION AS A STANDARD, CONTRACTOR TO RESEARCH AVAILABILITY OF FLOORING MATERIALS USED ON BEST GRADE PRODUCT,WILL NOT BE ACCEPTED.PRODUCTS SHALL COMPLY WITH PROJECT AND SUBMIT SHOP DRAWINGS IN A TIMELY MANNER WITH ENOUGH 14. GENERAL CONTRACTOR TO COORDINATE SOUND EQUIPMENT/SPEAKERS WITH THE FOLLOWING LOW-VOC CONTENT LIMITS: ARCHITECT AND OWNER. 10. PRIMERS<150 G/L;FLAT PAINTS<50 G/L;NON FLAT PAINTS<150 G/L;SEMI GLOSS< TIME FOR REVIEW&APPROVAL OF PRODUCTS SO THAT NO DELAY IN OVERALL PROJECT SCHEDULE,DUE TO TIME FRAME TO MANUFACTURE AND DELIVER 250 G/L;GLOSS PAINT<250 G/L;FLOOR COATINGS<100 G/L AND ANTI-CORROSIVE FLOORING MATERIALS TO JOB SITE.NOTE AT THE BEGINNING OF PROJECT 15. THERE SHALL BE NO COMBUSTIBLE MATERIALS USED IN THE PLENUM SPACE, AND ANTI-RUST COATINGS<250 G/L. INCLUDING ALUMINUM FLEX,ALUMINUM CONDUIT,AND POT METAL THE CONTRACTOR TO RESEARCH ALL FLOORING MATERIAL TO SEE TIME CONNECTORS.ALL CONNECTORS SHALL BE STEEL. 11. EXAMINATION OF WORK AREA TO BE PAINTED:GENERAL CONTRACTOR TO EXAMINE FRAMES NEEDED AND ADVISE ARCHITECT IF ANY MATERIAL WILL NOT MAKE PERMIT SET 08/09/19 SAC SUBSTRATES AND EXISTING CONDITIONS OF ALL AREAS TO BE PAINTED AND TO PROJECT SCHEDULE. ALL FLOORING MATERIALS THAT HAVE PATTERNS, 16. REFER TO MANUFACTURERS INSTRUCTION FOR MOUNTING &INSTALLATION INCLUDE IN THE SCOPE OF WORK PREPARATION OF ALL SURFACES,IN ORDER TO CONTRACTOR TO SUBMIT SEAMING DRAWINGS AND OR PATTERN DRAWINGS PROGRESS SET 08/05/19 SAC OF ALL LIGHTING ELEMENTS.COORDINATE FINAL LOCATIONS IN FIELD AS PER ACHIEVE A SMOOTH AND LEVEL SURFACE READY FOR PROPER PAINTING WHICH IS FOR OWNER'S REVIEW&APPROVAL.COMMUNICATE WITH ARCHITECT FOR DIMENISSUES O PLAN. S AL NOTIFY OWNER& ARCHITECT OF ANY UNFORESEEN FREE OF ALL DUST,RUST,SCALE,GREASE,MOISTURE OR OTHER CONDITIONS THEIR APPROVAL AS NEEDED.CONTRACTOR SHALL INCLUDE SUPPORTING NO. REVISION DATE BY ISSUES PRIOR TO INSTALLATION. DETRIMENTAL TO THE FORMATION OF A DURABLE PAINT FINISH ON ALL SURFACES. CERTIFIED LABORATORY TEST DATA INDICATING THAT SPECIFIED FLOOR MATERIAL MEETS OR EXCEEDS SPECIFIED TEST REQUIREMENTS. PROJECT MANAGER: 17. SEE ENGINEER'S DRAWINGS FOR ADDITIONAL NOTES AND GENERAL 12. SURFACE PREPARATION:GENERAL CONTRACTOR TO PERFORM ALL PREPARATION TPG AND CLEANING OF ALL SURFACES TO BE PAINTED,IN ACCORDANCE WITH PAINT 7. MAINTENANCE INSTRUCTIONS:FURNISH OWNER WITH A COPY OF THE \rchitecture INFORMATION. MANUFACTURERS INSTRUCTIONS AND AS SPECIFIED FOR EACH SUBSTRATE. FLOORING MANUFACTURER'S MAINTENANCE INSTRUCTIONS.THESE PROVIDE NECESSARY BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE INSTRUCTIONS SHALL CONTAIN RECOMMENDED CLEANING MATERIALS, A 18. APPLICABLE,CONTRACTOR SHALL INSTALL LOCALLY APPROVED FIXTURES AND RE-PRIME AS REQUIRED.NOTIFY ARCHITECT IN WRITING OF ANY ANTICIPATED APPLICATION METHODS AND PRECAUTIONS TO BE FOLLOWED IN THE USE OF AND DEVICES ONLY. PROBLEMS IN USING THE SPECIFIED COATING SYSTEM.REMOVE ALL HARDWARE, CLEANING MATERIALS WHICH MAY BE DETRIMENTAL TO THE SURFACE IF PLATES,FIXTURES AND SIMILAR ITEMS NOT TO BE FINISH PAINTED,OR PROVIDE IMPROPERLY APPLIED.INCLUDED IN THIS SUBMISSION SHALL BE THE TPG ARCHITECTURE, LLP 19. SEE ENGINEER'S DRAWINGS FOR ALL LIGHT FIXTURE CIRCUITING, SURFACE-APPLIED PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING EMERGENCY LIGHTING AND EXIT LIGHTING,SMOKE DETECTORS,STROBE MANUFACTURER'S RECOMMENDATIONS FOR MAINTAINING FLOORING IN 31 PENN PLAZA LIGHTING,ALARM SPEAKERS,SWITCHING AND RELATED WORK.LIGHT OPERATIONS.FOLLOWING COMPLETION OF THE PAINTING,REINSTALL ALL ITEMS OPTIMUM CONDITIONS UNDER ANTICIPATED TRAFFIC AND USE CONDITIONS. REMOVED AND PAINT TOUCH UP OR PATCH AND FILL SURFACES WHICH HAVE BEEN 132 WEST 31ST STREET,5TH FLOOR, NEW YORK, NY 10001 SWITCHES AND DIMMERS AS INDICATED ON THE ARCHITECTS PLANS ARE FOR DAMAGED BY REMOVAL OF ITEMS MENTIONED ABOVE. BEFORE APPLYING PAINT TO212.768.0800 TPGARCHITECTURE.COM LOCATION ONLY.CONTRACTOR IS TO VERIFY ALL LIGHT FIXTURE WATTAGE ALL SURFACES,REMOVE IMPERFECTIONS,INCLUDING BUT NOT LIMITED TO DIRT, 8. ENVIRONMENTAL CONDITIONS: FLOORING MATERIALS BEING INSTALLED (MAX.)AND PROVIDE PROPER NUMBER OF SWITCHES AT THAT LOCATION TODUST,RUST,GREASE,CONTAMINANTS,MOISTURE,LOOSE PAINT,FOREIGN SHOULD BE INSTALLED ONLY WHEN THE NORMAL TEMPERATURE AND THAT WILLCONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN THE CIRCUITING OF THOSE ITEMS. SUBSTANCES AND OTHER CONDITIONS DETRIMENTAL TO PROVIDING A PROPER HUMIDITY CONDITIONS APPROXIMATE THE SAME CONDITIONS IN PAINTED SURFACE. EXIST WHEN THE BUILDING IS OCCUPIED.IN ADDITION ALL AREAS TO RECEIVE AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT WALL COVERING SHALL HAVE A CONSTANT TEMPERATURE OF 70 DEGREES F. PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE 20. SEE ENGINEER'S DRAWINGSFOR ALL CEILING DIFFUSERS,DUCTWORK LAYOUTS,TRANSFERRDUCTS,FUSIBLE LINKS,RETUUURNNERAIR GRILLS AND 13. MATERIAL PREPARATION:GENERAL CONTRACTOR TO MIX AND PREPARE PAINTING MEASURED AT BASE ELEVATION AND SHALL BE MAINTAINED FOR 72 HOURS LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND DAMPERS,ETC.ARCHITECTS DRAWINGS INDICATE DIFFUSERS FOR LOCATION MATERIALS IN ACCORDANCE WITH THE MANUFACTURES DIRECTIONS INCLUDING THE BEFORE,DURING AND 48 HOURS AFTER APPLICATION,PLUS REMOVE ALL COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, ONLY.WHERE DISCREPANCIES OCCUR BETWEEN ENGINEERING AND RECOMMENDED TEMPERATURE AND HUMIDITY OF SURROUNDING AREA. ROLLED GOODS FROM ITS PACKAGING AND ALLOW 24 HOURS TO ACCLIMATE OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, TO ENVIRONMENT. OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED AWINGSARCHITECTURAL GOVERN. REGARDING LOCATIONS,ARCHITECTURAL DRAWINGS SHALL GOVERN. 14. APPLICATIONS:APPLY PAINT IN ACCORDANCE WITH MANUFACTURERS DIRECTIONS BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. INCLUDING USE OF APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE 9. PRODUCTS-MATERIALS: PROVIDE ALL FLOORING MATERIALS AS SPECIFIED AND TYPE OF MATERIAL BEING APPLIED.PROVIDE FINISH COATS WHICH ARE ON ARCHITECTURAL DRAWINGS,NOTIFY OWNER IF MATERIAL IS LONG LEAD IN ASSOCIATION WITH ARCHITECT: 21. HVACDIFFUSER FUSLOCATIONSTND DUCTWORKT LAYOUTLYSHOPOUT DRAWING INDICATING COMPATIBLE WITH PRIME PAINTS USED.APPLY ADDITIONAL COATS WHEN ITEM OR IF DISCREPANCY OCCURS WITH PRODUCT SPECIFIED. ALLORVIEWAND APPROVAL AND PRIORTOFABRICATION LAYOUTSOF ARCHITECTS WORK. OFFICE UNDERCOATS SHOW THROUGH FINAL COAT OF PAINT UNTIL PAINT FINISH IS R H SWEERS II, PROPRIETOR FOR REVIEW AND TO OF ANY WORK. UNIFORM IN FINISH,COLOR AND APPEARANCES ON ALL SURFACES.APPLY FIRST 10. EXECUTION INSPECTION:CONTRACTOR TO EXAMINE ALL AREAS& RH SWEERS ARCHITECT 22. SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWING TO COAT OF PAINT MATERIAL TO THE SURFACE THAT HAVE BEEN FULLY PREPARED FOR CONDITIONS WHERE FLOORING MATERIALS ARE TO BE INSTALLED AND ND APPROVAL OF ALL SPRINKLER HEAD PAINTING,ALLOW SUFFICIENT TIME FOR PROPER DRYING BEFORE APPLYING CORRECT ANY CONDITIONS DETRIMENTAL TO THE PROPER INSTALLATION OF RHS2@SWEERSARCH.COM ARCHITECTS OFFICE FOR REVIEW A SECOND COATS.NOTE THAT WHEN APPLYING PAINTS TO AREAS WHICH GENERATE LOCATIONS PRIOR TO FABRICATION OF ANY WORK. WORK WITHIN THE ALLOCATED TIME SCHEDULE.CONTRACTOR TO INSPECT THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM EITHER HEAT OR COLD TEMPERATURES,SUCH AS BUT NOT LIMITED TO ALL SURFACES TO RECEIVE FLOORING AMD MAKE SURE ALL AREAS ARE FREE RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE CONVECTORS,INDUCTION UNITS,STEAM RADIATORS AND RISER PIPES EITHER FORM GRIT,LOOSE PARTICLES AND SURFACE IRREGULARITIES,FILL ALL CONDITIONS I IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY 23. GENERAL CONTRACTOR SHALL PROVIDE A COMPOSITE CEILING PLAN AND VERTICAL OR HORIZONTAL,GENERAL CONTRACTOR IS TO USE HEAT/COLD NECESSARY SHOP DRAWINGS COORDINATING ALL TRADES,SHOWING THERESISTANT PAINT THAT IS RECOMMENDED FOR THAT TYPE OF APPLICATION ONLY.IF CRACKS AND HOLES IN SUBFLOORING WITH APPROPRIATE PATCHING SIGNATURE AND SEAL. LOCATION OF SUSPENSION MEMBERS,LIGHT FIXTURES,EMERGENCY AND UNIT WAS PREVIOUSLY PAINTED,CONTRACTOR TO STRIP THE EXISTING PAINT AND COMPOUND AS RECOMMENDED BY MANUFACTURER. a EXIT LIGHTING,HVAC DUCTS,DRAPERY POCKETS,FIRE DAMPERS,ACCESS RE-PAINT USING BOTH APPROPRIATE TYPE OF HEAT/COLD RESISTANT PRIMER AND DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, � DOORS,SPRINKLERS AND PIPES,FASCIAS,SOFFITS,EXPOSED CEILINGS AND FINISH PAINT. 11. FLOORING ACCESSORIES: CONTRACTOR TO FURNISH AND INSTALL NON AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! STAINING TYPE CONCRETE SLAB PRIMERS,PLUS TROWELABLE PROJECT o' ALL OTHER ITEMS PENETRATING OR ATTACHED TO THE CEILING. a, 15. FIRE RATED LABELS:DO NOT PAINT OVER ANY CODE REQUIRED LABELS,INCLUDING UNDERLAYMENTS AND PATCHING COMPOUNDS AS RECOMMENDED o BUT NOT LIMITED TO FIRE RATING LABELS,UNDERWRITERS LABORATORIES FLOORING MANUFACTURER.ALL CARPET ADHESIVES ARE TO BE WASHINGTON SQUARE c" 24. ACCESSADOOR LOCATIONSETO BE REVIEWED IN THER FIELD PRIOR TO h.: INSTALLATIONS,AND THEIR LOCATIONS TO BE APPROVED BY THE ARCHITECT. BEC VIEWED.IF THE LABELS PAINTED ALREADY,CONTRACT RUHAS TO REMOVE NEEDED TO FLAMMABILITY BILITY REQUIREMENTS FOR CARPETOS AS RECOMMENDED TENANT SPACE (G-07) a 25. SEEREFLECTEDGHOUT.CEILING PLAN OC THEIGHTS.MAINTAIN CEILING EXISTING PAINT FROM THOSE LABELS. BY CARPET MANUFACTURERS.IF SEAMING OF CARPET IS REQUIRED USE MANUFACTURERS RECOMMENDED TAPE AND SOLVENTS FOR ALL SEAMS AND 9585 S.W. WASHINGTON SQUARER . o HEIGHT THROUGHOUT.NOTIFY ARCHITECT OF ANY COMPLICATIONS WITH 16. CONCRETE&MASONRY SURFACES:PROVIDE CONCRETE BLOCK FILLERS AT A RATE EDGES.SEAMING TAPE SHALL BE 6"IN WIDTH,-1/2 INCH IS UNACCEPTABLE. o HEIGHT. TO ENSURE COMPLETE COVERAGE WITH PORES FILLED,THEN ONCE DRY,APPLY WHEN SEAMING WITH CEMENT,USE MANUFACTURER'S RECOMMENDED PORTLAND, OR 97223 a PRIMERS AND SPECIFIED PAINT ALL IN ACCORDANCE WITH MANUFACTURERS SOLVENT BASED SEAM SEALER OR SIMILAR PRODUCT RECOMMENDED BY , 26. NO CEILING BREAKS WILL BE PERMITTED WITHIN A ROOM,UNLESS RECOMMENDATION FOR CONCRETE AND MASONRY SURFACES.PROVIDE SAMPLES OTHERWISE NOTED. CARPET MANUFACTURER.CARPET PADDING OR CUSHIONS TO BE USED ON DRAWING o FOR OWNER WRITTEN APPROVAL PRIOR TO ORDER. PROJECTS SHALL USE MANUFACTURER'S RECOMMENDED ADHESIVES,ALL Cl) MATERIALS TO BE MILDEW RESISTANT.METAL EDGE STRIPS TO BE USED ON GENERAL NOTES w 0 27. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 17. DEFECTS IN PAINTED SURFACE:REPAINT PRIMED AND SEALED SURFACES WHERE z COMPATIBILITY OF LIGHTING FIXTURES WITH THE SPECIFIED CEILING SYSTEM. THERE IS EVIDENCE OF DEFECTS IN FIRST COAT,TO ASSURE A FINISH COAT PROJECT WHEN CARPET IS UP AGAINST ANY STONE TYPE FLOORING. -giWITHOUT ANY DEFECTS.COMPLETELY COVER AN AREA IN A UNIFORM MANNER,SO VINYLJRUBBER EDGE STRIPS FOR OTHER APPLICATIONS,U.O.N.IF USING Z 28. LAMPS,IF APUNLES, ALL FLUORESCENT FIXTURES SHALL HAVE WARM WHITE THAT THE APPEARANCE AND COVERAGE DO NOT SHOW ANY CLOUDINESS, RUBBERIZED HAIR&JUTE PADDING/CUSHION USE DOUBLE GLUE zt UNLESS OTHERWISE NOTED.(SEE LIGHTING SCHEDULE.) SPOTTING,LAPS,BRUSH MARKS,RUNS,SAGS OR OTHER SURFACE IMPERFECTIONS. INSTALLATION METHOD,U.O.N.AT LOCATIONS OF CROSS JOINTS FOR CARPET oa ALL IMPERFECTIONS WILL NOT BE ACCEPTABLE AND MUST BE COMPLETELY REDONE INSTALLATION,CONTRACTOR TO SEAM AT CONSPICUOUS LOCATIONS NEAR S 29. ALL SWITCHES/DIMMERS TO BE MOUNTED AT 3'-2"A.F.F.TO CENTER LINE OF TO MEET ARCHITECTS APPROVAL. DOORS,AVOID OCCURRENCE AT DOORWAYS OR HIGH TRAFFIC AREAS. *CU M SWITCH/DIMMER.MULTIPLE SWITCHES AND/OR DIMMERS TO BE GANGED AND SUBMIT AND REVIEW SEAMING DIAGRAM WITH ARCHITECT,PRIOR TO SEAL DATE 08/09/2019 PROVIDED WITH SINGLE GANG PLATE. 18. CLEAN UP AND PROTECTION:UPON COMPLETION OF ALL PAINTING,CONTRACTOR INSTALLATION. oTO CLEAN UP ALL PAINT SPLATTERED SURFACES,USING PROPER METHODS AND �g�DAli,� PROJECT NO. 1519820-00 N 30. GENERAL CONTRACTOR TO PROVIDE INITIAL LAMPING OF ALL LIGHT FIXTURES, TAKING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES,INCLUDING 12. PRE INSTALLATION REQUIREMENTS:CONTRACTOR TO COMPLY WITH THE o co USE MANUFACTURER'S SPECIFIED LAMPS. OTHER AREAS THAT NEW PAINT MIGHT OF TOUCHED.ONCE COMPLETED AND IF RECOMMENDATIONS OF THE CARPET&RUG INSTITUTE'S STANDARDS FOR SCALE a CONSTRUCTION IS STILL ON GOING PROTECT ALL PAINTED SURFACES AND INSTALL INSTALLATION OF COMMERCIAL TEXTILES FLOOR COVERING MATERIALS AND ti ,-, AS NOTED (.3 'WET PAINT'SIGNAGE. CARPET OR FLOORING MANUFACTURER'S RECOMMENDATION.IN THE EVENT41111114;w119344111 0 31. ALL LIGHT FIXTURES TO REMAIN OR BE REUSED,THE GENERAL CONTRACTOR THAT THE INSTALLATION RECOMMENDATIONS CONTRADICT EACH OTHER,THE • DWG NO. z SHALL CLEAN,RELAMP,AND REPLACE ALL FAULTY BALLASTS AND/OR 19. PAINT TOUCH UP AT COMPLETION OF PROJECT:AT THE COMPLETION OF WORK BY MORE STRINGENT REQUIREMENT SHALL PREVAIL.CONTRACTOR TO EXAMINE "' Q 000 gc, BALLASTS NOT CONFORMING TO THE LATEST LOCAL BUILDING CODE. OTHER TRADES,GENERAL CONTRACTOR TO INCLUDE TOUCH-UP AND RESTORING SUBSTRATES FOR MOISTURE CONTENT,ALKALINITY AND OTHER CONDITIONS I log i S ' `-005 � w �('� �'0 32. GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL SHALLOW DEPTH OF ALL DAMAGED OR DEFACED PAINTED SURFACES,INCLUDING THE DAMAGE DONE UNDER WHICH FLOORING MATERIALS ARE TO BE INSTALLED.REPAIR ANY AND �,� KS C.� o co FIXTURES AS FIELD CONDITIONS NECESSITATE,WITH THE ARCHITECTS BY OTHER TRADES.THIS SECTION IS NOT TO BE OMITTED FROM SCOPE OF WORK. ALL HOLES,CRACKS,DEPRESSIONS OF ROUGH AREAS USING MATERIAL RECOMMENDED BY FLOOR MANUFACTURER'S MATERIAL BEING USED IN ��OF Ogg' o m APPROVAL,AT NO ADDITIONAL COST. 20. OWNER AND THEIR REPRESENTATIVE TO DO A FINAL INSPECTION UPON WORK + " CAD FILE NO. THOSE AREAS.CONTRACTOR TO LEVEL SUBFLOORWITHIN/.,10 FEET NON SIGNED 08/27/2019 al COMPLETION.WORK IS DEEMED COMPLETE ONLY BY A WRITTEN NOTICE FROM THE CUMULATIVE IN ALL DIRECTIONS.CONTRACTOR TO GRIND AND OR SAND ANY n 33. GENERAL CONTRACTOR TO THOROUGHLY CLEAN ALL EXISTING HVAC CEILING OWNER. ` J .SE URITYNOTES _ _. x , :,. FIR STOPPING PPING NOTES FIRE. STOPPINGPPIN G DETAILS. SYMBOL DESCRIPTION 1. REFER TO DATA&SECURITY FLOOR PLAN FOR ADDITIONAL INFORMATION. 34. GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE INSTALLATION OF 1. THE GENERAL CONTRACTOR IN RESPONSIBLE FOR PROVIDING AND INSTALLING HVAC DUCTWORK FIRESTOP DETAIL ANY AND ALL OUTLETS INDICATED ON PROJECT. IF ANY NEW OUTLET ON FIRE/SMOKE STOP SYSTEM FOR ALL PENETRATIONS THROUGH FIRE RATED/DEMISSING A.F.C. ABOVE FINISHED CEILING PARTITIONS,FLOORS AND CEILINGS SLABS. STEEL SUPPORT REW ABOVE FINISHED FLOOR 2. SEE ENGINEER'S DRAWING FOR ALL CIRCUITING AND RELATED WORK. PROJECT CONFLICTS WITH MILLWORK,FURNITURE,OR ANY OTHER SHEET METAL SCREWS A.F.F. ,, Diiiiemni ARCHITECTURAL FEATURE,GENERAL CONTRACTOR IS TO RELOCATE RECTANGULAR STEEL HVAC 3. IF APPLICABLE,THE CONTRACTOR SHALL INSTALL LOCALLY APPROVED OUTLETS AND PATCH PARTITIONS,FLOORS AND/OR CEILINGS AS NECESSARY 2. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING EXPERIENCED INSTALLER t DUCT AL.,ALUM. ALUMINUM FIXTURES ONLY. IN ORDER TO RECEIVE NEW FINISH. WHEN FURNITURE CASE-GOODS AND WHO IS QUALIFIED BY HAVING THE NECESSARY EXPERIENCE,STAFF TRAINING TO INSTALL MANUFACTURE'S PRODUCTS PER SPECIFIED REQUIREMENTS,PLUS THE FOLLOWING: ALT. ALTERNATE SYSTEMS ARE USED ON PROJECT,GENERAL CONTRACTOR AND THEIR 4. GENERAL CONTRACTOR SHALL VERIFY THE AVAILABLE ELECTRIC SERVICE IN SUBCONTRACTORS TO COORDINATE LOCATIONS OF ALL OUTLET TYPES WITH A. ACCEPTABLE TO OR LICENSED BY THE MANUFACTURER, STATE OR LOCALAMP AMPERAGE THE TENANTS SPACE AND ADVISE THE ARCHITECT OF THEIR FINDINGS PRIOR CLIENT'S FURNITURE DEALER AND/OR OTHER CONTRACTOS/CONSULTANTS AUTHORITY. * FIRE BARRIER,CAULK TO FILL ARCH. ARCHITECT _ TO SUBMITTING A BID. WORKING ON PROJECT SO THAT EACH AND EVERY OUTLET TYPE DOES NOT ANNULAR SPACE TO FULL CONFLICT WITH FURNITURE AND/OR CREATES A TRIPPING HAZARD OR B. ESTABLISHED A RECORD OF SUCCESSFUL IN-SERVICE EXPERIENCE WITH DEPTH OF WALL MATERIAL AWG AMERICAN WIRE GAUGE 5. ELECTRICAL CONTRACTOR SHALL DISCONNECT,CONNECT,AND PROVIDE EXPOSES OUTLET WHEN IT SHOULD HAVE BEEN CONCEALED OR HIDDEN. FIRE/SMOKE STOP SYSTEMS OR COMPLETION OF MANUFACTURE'S CERTIFIED PRODUCT ` WOOD OR STEEL STUD NECESSARY ELECTRIC RUNS IN ORDER TO CONFORM WITH NEW PLAN. INSTALLATION TRAINING. SIDE VIEW BM BEAM " 35. PLAN INDICATES THE PROPOSED LOCATIONS FOR POWER,COMMUNICATION, B.O. BOTTOM OF 6. SWITCHES,DUPLEX OUTLETS,COVER PLATES AND FLOOR MOUNTED OUTLETS DATA,AND SECURITY DEVISES FOR REFERENCE&DESIGN INTENT PURPOSES 3. FIRE/SMOKE STOP SYSTEM PRODUCTS SHALL BE BY THE FOLLOWING MANUFACTURES: 3M-FIRE PROTECTION PRODUCTS OR USG CORPORATION FIRE STOP SYSTEMS ' } OPTIONAL ANGLE IRON SUPPORT CAB. CABINET SHALL BE INSTALLED BY COMPETENT MECHANICS IN A FIRST CLASS MANNER. ONLY.COORDINATE WITH POWER PLAN ON ELECTRICAL SHEET FOR FINAL * FRAME DUCT FASTENERS 6'O.C. CIRCUITING&POWER REQUIREMENTS.REFER TO ELECTRICAL DRAWINGS 4. ALL FIRE/SMOKE STOP SYSTEM MATERIALS SHALL TO STORED AND INSTALLED AS PER - MAXIMUM CEIL./CLG. CEILING 7. EXCEPT AS NOTED,ALL ELECTRICAL AND VOICE/DATA WALL OUTLETS ARE TO FOR MORE INFO.GENERAL CONTRACTOR TO CONFIRM FINAL LOCATIONS IN MANUFACTURES INSTALLATION INSTRUCTIONS AND AS REQUIRED PER LOCAL CODES.THIS • STEEL SUPPORT CLIPS 6'o.C. CER CERAMIC BE MOUNTED AT 15"A.F.F.AT THE BOTTOM OF OUTLET.REFER TO ELECTRICAL FIELD WITH OWNER'S REPRESENTATIVE AS REQUIRED. INCLUDES PREPARATION OF EXISTING AND NEW CONSTRUCTION. MAXIMUM PLAN FOR ADDITIONAL INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE HEIGHT OF ALL OUTLETS CONFORM WITH THE 36. PRIOR TO CORING OR SAW CUTTING CONCRETE SLAB,X-RAY OR IMAGE AREA 5. QUALIFIED CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR EACH FIRE/SMOKE END VIEW 3/8'MAXIMUM ANNULAR CLR CLEAR LOCAL,STATE,AND FEDERAL BUILDING CODES.NOTIFY ARCHITECT IN FOR AVOIDANCE OF REBAR OR OTHER CONCEALED ITEMS. REVIEW FINAL STOPPING SYSTEM SHOWING CONSTRUCTION CONDITIONS,RELATIONSHIPS TO ADJOINING SPACE COL COLUMN WRITING IF ANY DISCREPANCY OCCURS PRIOR TO INSTALLING OUTLETS. LOCATIONS WITH ARCHITECT AND OWNER PRIOR TO CUTTING.TENANT CONSTRUCTION, DIMENSIONS, DESCRIPTION OF MATERIALS AND FINISHES, COMPONENT Note: LANDLORD REQUIRES GPR FOR ANY SLAB PENETRATIONS. CONNECTIONS, ANCHORAGE METHODS, HARDWARE AND INSTALLATION PROCEDURES, 1. DRYWALL,METAL STUDS OR ANY OTHER RIGID CONC. CONCRETE 8. IF OUTLET DIMENSION CALLS FOR MORE THAN 24"A.F.F.,OUTLETS(WITH PLUS THE FOLLOWING: MATERIAL MUST NOT TOUCH DUCT. 2. SUPPORT FROM DUCT HANGERS. CONST. CONSTRUCTION EXCEPTION OF WALL TELEPHONE OUTLETS) SHALL BE MOUNTED 37. COORDINATION OF TELECOMMUNICATIONS,DATA AND SECURITY SYSTEMS TO BE COORDINATED WITH OWNER AND CONTRACTOR.VERIFY EQUIPMENT A. FIRE/SMOKE STOP DESIGN DESIGNATION OF TESTING AND INSPECTING AGENCY UNINSULATED PIPE AND CONDUCT pEJVIRATION CONT. CONTINUOUS HORIZONTALLY. ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION THAT CONFIRMS COMPLIANCE WITH THROUGH FIRE RATED FLOOR �R WALL RATED SPECIFICATIONS WITH OWNER.CONTRACTOR TO USE SPECIFICATIONS TO REQUIREMENTS FOR EACH CONDITION INDICATED. PARTITION 0.:; .---N---- 9. CORR. CORRIDOR ENSURE PROPER POWER,INSTALLATION,FIT AND FUNCTION. `�� CPT CARPET 9. CENTERLINE-TO-CENTERLINE DIMENSIONS OF ANY OUTLET PAIR SHALL NOT B. DOCUMENTATION, INCLUDING ILLUSTRATIONS, FROM A QUALIFIED TESTING AND rA EXCEED 6". 38. MOUNT WALL OUTLETS AT 18"TO CENTER A.F.F U.O.N.;MOUNT OCCUPANCY INSPECTION AGENCY THAT IS APPLICABLE TO EACH FIRE/SMOKE STOP SYSTEM0 4 CTR CENTER SENSORS OR OPERABLE SWITCHES AT 44"TO CENTER A.F.F.U.O.N.VERIFY CONFIGURATION FOR CONSTRUCTION AND PENETRATING ITEMS. FACTORY 2ND/OR 0 10. ALL BACK-TO-BACK OUTLETS IN ADJOINING ROOMS TO BE STAGGERED. MOUNTING HEIGHTS AND PLACEMENT OF RECEPTACLES,SWITCHES,VISIBLE MANUFACTURES FURNISHED INSTALLED DETAILS ARE NOT ACCEPTABLE LIEU OF (i-ri \'\ DBL DOUBLE JUNCTION BOXES,OCCUPANCY SENSORS,THERMOSTATS,FIRE ALARM PULL PUBLISHED DOCUMENTS BY APPROVED TESTING AGENCIES(UL,OPAL,WARNOK HERSEY, 1/7DEPT DEPARTMENT 11. ALL EXISTING TO REMAIN ELECTRICAL OUTLETS SHALL BE REFITTED WITH A BOXES,FIRE STROBE,ETC.WITH ARCHITECT AND OWNER PRIOR TO ECT.). K� NEW RECEPTACLE AND A NEW COVER PLATE. PERFORMING WORK.REVIEW OUTLET,COVER PLATE AND DEVICE COLORS C. WHERE PROJECTS CONDITIONS REQUIRE MODIFICATION OF A QUALIFIED TESTING I_A DET. DETAIL WITH ARCHITECT PRIOR TO PURCHASING. AND INSPECTING AGENCY'S ILLUSTRATION TO SUITE A PARTICULAR FIRE/SMOKE STOP 12. ALL NEW VOICE/DATA AND ELECTRICAL OUTLETS TO BE INSTALLED ON AN U.L.system o-3 hour'r �� DIA DIAMETER EXISTING WALL SHOULD BE FLUSH MOUNTED WITH THE FINISHED WALL 39. PROVIDE LIGHTING CONTROLS OR OCCUPANCY SENSORS IN ACCORDANCE CONDIMOK, S STOP Y I EM SMANUFA, WITH MODIFICATIONS EC ION GINEER. D BY Rating-0,2 8 3 hour'C FIRE/SMOKE SYSTEMS MANUFACTURE'S FIRE/SMOKE PROTECTION ENGINEER. Rating-0 hour SECTION A-A DIM. DIMENSION SURFACE.CHOP OUT THE WALL AS REQUIRED TO RECESS THE JUNCTION BOX WITH LOCAL CODES. AND CONDUIT,AND PATCH THE WALL AS REQUIRED. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYING TSC AFTER COMPLETION1. FLOOR OR WALL ASSEMBLY-LIGHTWEIGHT OR NORMAL WEIGHT(100150 PCF)CONCRETE. DN DOWN 40. INDICATED DIMENSIONS ARE TO CENTERLINE OF DEVICE OR CLUSTER U.O.N. OF INSTALLATION OF FIRE/SMOKE STOP SYSTEM. FIRE/SMOKE STOP SYSTEM MUST TO MIN THICKNESS OF CONCRETE FLOOR OR WALL ASSEMBLY IS 4-1/2 IN. FOR 4 HR.F RATING. DWG. DRAWING 13. ALL EXISTING ELECTRICAL OUTLETS TO BE CAPPED SHALL HAVE THE INSTALLED BEFORE THE INSTALLATION OF CEILING SYSTEMS OR ANY OTHER NEW WALL MAY BE CONSTRUCTED OF UL CLASSIFIED CONCRETE BLOCKS.MAX.DIAM OF CIRCULAR ELECTRICAL DEVICE,BACKBOX AND ALL THE WIRING REMOVED.PATCH HOLE 41. INSTALL OUTLETS ON OPPOSING SIDES OF SAME WALL IN SEPARATE STUD CONSTRUCTION FOR INSPECTOR'S ACCESS.CONTRACTOR WILL PROVIDE ALL NECESSARY OPENING IS 13-112 IN. EL. ELEVATION AS REQUIRED. CAVITIES UNLESS FUNCTION OR PLACEMENT IS A HINDERANCE. IF INSTALLED LADDERS AND ACCESS FOR INSPECTOR TO RECEIVE FINAL SIGN-OFF.AREA MUST BE KEPT IN THE SAME CAVITY,PROVIDE SOUND ATTENUATION TO DAMPEN SOUND ACCESSIBLE UNTIL FINAL SIGN-OFF IS OBTAIN. 2. STEEL PIPE OR CONDUIT-NOM 12 IN.DIAM(OR SMALLER)SCHEDULE 10(OR HEAVIER)STEEL ELEC ELECTRICAL 14. GENERAL CONTRACTOR SHALL REMOVE ALL UNUSED CONDUIT,CABLES AND TRANSFER. PIPE,NOM 6 IN.DIAM(OR SMALLER)STEEL CONDUIT OR NOM 4 IN.DIAM(OR SMALLER)STEEL ENGR ENGINEER 7. ALL EXISTING FIRE/SMOKE STOP SYSTEMS SHALL BE PATCHED AND REPAIRED AS EMT. MAX ONE PIPE OR CONDUIT PER OPENING, CENTERED IN OPENING. MIN CLEARANCE VOICE/DATA WIRING COMPLETELY FROM AREAS IN SCOPE OF THIS CONTRACT. REQUIRED DUE TO CUTTING OR PENETRATION BY OTHER TRADES. REFER TO BETWEEN PIPE OR CONDUIT AND SIDES OF THROUGH OPENING IS 1/4 IN. MAX CLEARANCE 42. GANG MULTIPLE ADJACENT OUTLETS AND SWITCHES TOGETHER WITH AMANUFACTURES SPECIFICATIONS ON HOW THIS SHOULD BE PERFORMED. BETWEEN PIPE OR CONDUIT AND SIDES OF THROUGH OPENING IS 1-3/4 IN.FOR 2 HR F RATING EQ EQUAL 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY MULTI-OUTLET COVER-PLATE UNLESS OTHERWISE NOTED. ' AND 3/4 IN.FOR 3 AND 4 HR F RATINGS.PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH EQUIP EQUIPMENT TO COMPLETE CORE DRILLING AND ELECTRICAL HOOKUP,PATCHING,ETC., 8. THROUGH PENETRATIONS AS DEFINED BY SECTION 702.1 SHALL BE PROTECTED BY AN SIDES OF FLOOR OR WALL ASSEMBLY. INCLUDING WORK IN LANDLORD'S OR OTHER TENANTS SPACE.ALL CORE 43. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A APPROVED THROUGH PENETRATION FIRE STOP SYSTEM INSTALLED AND TESTED IN EXIST. EXISTING DRILLING SHALL BE ACCOMPLISHED DURING STATED BUILDING APPROVED RED DOOR OR AS REQUIRED BY AUTHORITY HAVING JURISDICTION. ACCORDANCE WITH ASTM E 814 OR UL 1479 AS PER SECTION 712.4.1.2 OF THE N.Y.C.B.C.. 3. FILL, VOID OR CAVITY MATERIALS CLASSIFIED) - WRAP STRIP- NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL,SUPPLIED IN FIN. FINISH WORKING WHEN WORK. IS R SHALL VERIFY AND CONFORM TO THOSE HOURS IS REQUIRED. 44. ALL CIRCUITS AND ELECTRICAL PANELS SHALL BE IDENTIFIED ON 9. THROUGH PENETRATIONS OF FIRE RESISTANCE-RATED WALLS SHALL COMPLY WITH 2 IN.WIDE STRIPS.FOR THE 2 AND 3 HR F RATINGS,MIN 1 IN.WIDE STRIP(S)WRAPPED AROUND SECTION 712.3.1.1 OR 712.3.1.2,AS PER SECTION 712.3.1 OF THE N.Y.C.B.C.. PIPE/CONDUIT(FOIL SIDE EXPOSED)UNTIL OD OF WRAP STRIP IS EQUAL TO OR MAX 3/16 IN. FLR. FLOOR CONTRACTOR DRAWINGS. LESS THAN ID OF CIRCULAR THROUGH OPENING.WRAP STRIP TIGHTLY BOUND WITH STEEL TIE 16. SHOULD JOB CONDITIONS REQUIRE RELOCATION OF PLANNED VOICE/DATA ORWIRE OR PRESSURE-SENSITIVE TAPE AND SLID INTO THROUGH OPENING SUCH THAT THE TOP FT. FOOT ELECTRICAL OUTLETS FOR ANY REASON,THE CONTRACTOR SHALL NOTIFY 45. REFER TO SHEET A-131 REFLECTED CEILING PLAN FOR ALL CEILING MOUNTED 10. MEMBRANE PENETRATIONS AS DEFINED BY SECTION 702.1 SHALL COMPLY WITH EDGE OF THE WRAP STRIP(S)IS RECESSED 1/4 IN.FROM TOP SURFACE OF FLOOR OR,IN SOLID SECTION 712.4.1.1 OR 712.4.1.2 AS PER SECTION 712.4.2 OF THE N.Y.C.B.C.. FIG. FIGURE THE OWNER'S FIELD REPRESENTATIVE FOR APPROVAL OF ALTERNATE DEVICES AND FIXTURES 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 F.P.S.C. FIREPROOF SELF CLOSING LOCATION AND NOTIFY THE ARCHITECT AS NEEDED PRIOR TO THE START OF 11. MEMBRANE PENETRATIONS SHALL BE PROTECTED BY A MEMBRANE PENETRATION FIRE STRIP TIGHTLY-BOUND WITH STEEL TIE WIRE OR PRESSURE-SENSITIVE TAPE AND SLID INTO ANY WORK. 46. ALL LOW VOLTAGE TERMINATION POINTS TO BE PROVIDED WITH 10'-0":EXTRA STOP INSTALLED IN ACCORDANCE WITH SECTION 712.3.1 AS PER SECTION 712.3.2 OF THE THROUGH OPENING ON EACH SIDE OF WALL SUCH THAT THE EXPOSED EDGES ARE RECESSED GA. GAUGE RUN OF CABLE,GENERAL CONTRACTOR TO COORDINATE FINAL LOCATIONS N.Y.C.B.C.. 1/4 IN. FROM THE WALL SURFACES. FOR THE 4 HR. F RATING, NOM 2 IN. WIDE STRIPS(S) G.C. GENERAL CONTRACTOR 17. ALL EXISTING WALL OUTLETS WHICH DO NOT INTERFERE WITH NEW OF LOW VOLTAGE EQUIPMENT WITH TENANT IN FIELD. WRAPPED AROUND PIPE/CONDUIT(FOIL SIDE EXPOSED)ON EACH SIDE OF THE FLOOR OR WALL CONSTRUCTION SHALL REMAIN. 12. DUCTS AND AIR TRANSFER OPENINGS THAT PENETRATE FIRE-RESISTANCE-RATED ASSEMBLY UNTIL OD OF WRAP STRIP IS EQUAL TO OR MAX 3/16 IN.LESS THAN ID OF CIRCULAR GL GLASS 47. GENERAL CONTRACTOR TO COORDINATE FINAL MOUNTING AND ROUGH-IN ASSEMBLIES AND ARE NOT REQUIRED BY SECTION 716.5 TO HAVE DAMPERS SHALL THROUGH OPENING. WRAP STRIP TIGHTLY BOUND WITH STEEL TIE WIRE OR 18. ANY EXISTING FIRE ALARM SOUNDERS,PULL BOXES AND/OR THERMOSTATS CONNECTIONS OF ALL TECHNOLOGY DEVICES WITH EACH RESPECTIVE COMPLY WITH THE REQUIREMENTS OF SECTION 712 OF THE N.Y.C.B.C.. PRESSURE-SENSITIVE TAPE AND SLID INTO THROUGH OPENING ON EACH SIDE OF FLOOR OR GYP. GYPSUM WHICH INTERFERE WITH NEW PARTITION WORK SHALL BE RELOCATED TO AN VENDOR AS NECESSARY.IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY WALL ASSEMBLY SUCH THAT THE EXPOSED EDGES ARE RECESSED 1.4 IN.FROM THE FLOOR OR APPROVED LOCATION. TO FACILITATE INSTALLATION AMONG ALL VENDORS IN FIELD AND BECOME 13. ALL FIRESTOPPING TO BE PERFORMED AS PER APPLICABLE UL DETAILS AND WALL SURFACES. HGT. HEIGHT PERMIT SET 08/09/19 SAC FAMILIAR WITH REQUIREMENTS AS NEEDED.GENERAL CONTRACTOR TO MANUFACTURER'S RECOMMENDATIONS. 1/4 19. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND REQUEST&COORDINATE DIRECTLY WITH VENDORS AND OWNER'S REP.TO 4. FILL,VOID OR CAVITY MATERIALS-CAULK OR PUTTY NOM WRAP IN.THICKNESS OR CAULK OR HWRE HARDWARE PROGRESS SET 08/05/19 SAC HOOKUP OF ALL ELECTRIFIED RACEWAYS THROUGH THE SYSTEMS OBTAIN ALL NEEDED INFO IN ADVANCE,AND ACCOUNT FOR INSTALLATION PUTTY TON BEH APPLIED NO THE EXPOSEDDTH EDGES(S)PERIPHERY OF THE GHSTRIP AND G. FILL ALL 3 S FLAME SPREAD NOTES BETWEEN THE PIPE/CONDUIT AND THE OF THE THROUGH OPENING.FOR 2 AND 3 HR H.M. HOLLOW METAL FURNITURE AS SPECIFIED.IT WILL BE THE GENERAL CONTRACTOR'S TIME IN THE CONSTRUCTION SCHEDULE ACCORDINGLY. F RATING IN FLOOR ASSEMBLIES, CAULK TO BE INSTALLED FLUSH WITH TOP SURFACE OF NO. REVISION DATE BY RESPONSIBILITY TO FAMILIARIZE THEMSELVES WITH THE SYSTEMS FLOOR.FOR WALL ASSEMBLIES AND FOR THE 4 HR F HW HOT WATER ' ID INSIDE DIAMETER PROJECT MANAGER: FURNITURE SPECIFIED AND ALL ELECTRICAL WORK RELATED TO THAT GYPSUM BOARD UNINSULATED PIPE AND CONDUIT 12"OR SMALLER SYSTEM. USG 5/8"TYPE"X"GYP.BOARD WITH 3-5/8"X 20 GA METAL STUDS;ASTM E-84 UNDER PENETRATION THROUGH GYPSUM BOARD FIRE RATED IN. INCH itectii re THE MILL BURTON ACT. IT HAS A FLAME SPREAD RATING OF 15, FUEL PARTITITON TPG 20. NO FLOOR OR WALL POWER OUTLETS SHALL BE CONNECTED TO LIGHTINGINCL. INCLUDE/INCLUDING CIRCUITS. CONTRIBUTION ASSOCIATION AND)SMOKE00 DENSITY OF 0. CONTACT: STEVE MUNOZ, U.S. rA `'�� 2 HP AQ INSUL. INSULATE,INSULATING,INSULATION 21. PROVIDE TAMPERPROOF CIRCUIT BREAKER CLAMPS ON ALL DEDICATED �.� I? 8 INT. INTERIOR PAINT FINISH ilp TPG ARCHITECTURE, LLP CIRCUIT BREAKERS. ON WALL AND OTHER SURFACES:SHERWIN-WILLIAMS PAINT;ASTM E-84 UNDER THE JAN. JANITOR31PENNPLAZAMILL BURTON ACT.IT HAS A FLAME SPREAD RATING OF 10,FUEL CONTRIBUTION OF 22. GENERAL CONTRACTOR SHALL REVISE AND UPDATE LABELS FOR ALL CIRCUIT 15, AND SMOKE DENSITY OF 0. CONTACT: KEVIN BERM, SHERWIN WILLIAMS (216) LAV. LAVATORY132WEST31ST STREET,5TH FLOOR, NEW YORK, NY 10001 BREAKERS AT ALL ELECTRICAL CLOSETS ON THE PROJECT. �"� tIV 566-1558,kevin.c.behm@sherwin.com �� !. I ,! MFR. MANUFACTURER 212.768.0800 I TPGARCHITECTURE.COM 23. VOICE/DATA FLOOR AND WALL OUTLET BOXES SHALL BE CAPABLE OF FULLY L_A �D PLASTIC LAMINATE MAX. MAXIMUM IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN BOI FOR TINGLE LINE EXTENSIONS PREWIRED CALL DIRECTORS. E CONNECTORS, SEE VENDORS BELOW;ASTM E-84 WITH A FLAME SPREAD RATING OF 100 AND U.L.SYSTEM W-L-1003"F' BOTH SINGLE LINE EXTENSIONS AND FOR SMOKE RATING OF 35.(CAN/ULC BLBT7.R6838 FOR THE FOLLOWING CLASS 1 RATING-1&2 HOUR"T- SECTION A-A MECH MECHANICAL AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT RATING-0 HOUR PERMITTED BY LAW,TO HOLD HARMLESS AND 24. WHERE EXPOSED CONDUIT OR SURFACE MOUNTED WIREMOLD CONDUIT HAS CHARACTERISTICS: FLAME SPREAD OF 20 AND A SMOKE DEVELOPED OF 15.) MIN. MINIMUM LLP FROM AND AG,TO HALL CLAIMS, LIABILITIES,INDEMNIFY TPGS, ARCHITECTUREDAMAGES, AND BEEN SPECIFIED ON EITHER PARTITIONS AND/OR CEILINGS,THE CONDUIT CONTACTS:STEVE TYACK,WILSON ART(916)837-3831 I SHIRLEY DEHART,NEVAMAR SHALL BE RUN IN CORNERS OR ON SIDE OF COLUMNS IN A NEAT AND (800)254-0778 LIESL HEIL,FORMICA(415)956-7742 1. WALL ASSEMBLY- MTL. METAL COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, N.I.C. NOT IN CONTRACT OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, ORDERLY WAY USING 90°CORNERS RUNNING PARALLEL TO WALLS, MEDIUM DENSITY FIBERBOARD A STUDS WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED COLUMNS,BEAMS AND OTHER CONDUITS TO ABOVE HIGHEST POINT OF MEDITE CORPORATION; STUDS.WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN.OC WITH NOM 2 BY BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. FORMALDEHYDE-FREE WOOD-BASED PANEL PRODUCT 4 IN.LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-1/2 IN. WIDE BY N.T.S. NOT TO SCALE BASEBOARD CONVECTOR,AT WHICH POINT CONDUIT IS TO RUN (SHELVING).CONFORMS TO ASTM D 2037-87-25 WHEN TESTED IN ACCORDANCE 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN.OC. HORIZONTALLY TO ACTUAL LOCATION OF OUTLET AS DIMENSIONED ON PLAN. WITH UL TEST 723 OR ASTM E-84(CAN/ULC BLBT7.R6838 FOR THE FOLLOWING O.C. ON CENTER IN ASSOCIATION WITH ARCHITECT: CLASS 1 CHARACTERISTICS: FLAME SPREAD OF 20 AND A SMOKE DEVELOPED OF B. WALLBOARD,GYPSUM(UL CLASSIFIED)-NOM 5/8 IN.THICK,4FT WIDE WITH SQUARE OR P.LAM. PLASTIC LAMINATE R H SWEERS 1 I, PROPRIETOR 25. GENERAL CONTRACTOR SHALL COORDINATE WITH IN FIELD,ELECTRICAL AND 25) TAPERED EDGES. MILLWORK CONTRACTORS TO PROVIDE CUTOUTS AS REQUIRED, CONTACT:MEDITE CORPORATION(541)773-2522 PLMB. PLUMBING RH SWEERS ARCHITECT FOR EXTENSION OF ELECTRIC OUTLETS,CABLES,ETC.INTO CABINETWORK AS C. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING SPECIFIED. MELAMINE OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. PLYWD PLYWOOD RHS2@SWEERSARCH.COM PUN. PARTITION THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM ON CASHWRAP SURFACES.TESTS CONDUCTED IN ACCORDANCE WITH UL962.IT 2. THROUGH-PENETRANT ONE METALLIC PIPE,CONDUIT OR TUBING TO BE INSTALLED EITHER RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE 26. THE ELECTRICALCAREQUIREMENTS CONTRACTOR FOR A LL INCLUDE HA AND RE,COORDINATE EE HAS A FLAME SPREAD RATING OF 75&SMOKE DEVELOPED INDEX OF 55. CAN/ULC CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE SPACE BETWEEN ALL DOOR HARDWARE,HVAC EQUIPMENT, ( PT. PAINT CONDITIONS I IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR EXHAUST FANS,WATER HEATERS,AND SPECIAL EQUIPMENT,ETC. BLBT7.R6838 FOR THE FOLLOWING CLASS 1 CHARACTERISTICS: FLAME SPREAD OF PIPES,CONDUIT OR TUBING AND THE STEEL SLEEVE(ITEM 3A)SHALL BE MIN OF 0 IN.(POINT SIGNATURE AND SEAL. 15 AND A SMOKE DEVELOPED OF 20) CONTACT)TO MAX 2-3/8 IN. PIPE,CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH QUAL. QUALITY SIDES OF WALL ASSEMBLY. q 27. ALL ELECTRICAL WORK PERFORMED IN CONNECTION WITH THE INSTALLATION CONTACT:JAY BUNGLER,RETAIL DESIGN SERVICES(763)633-3003, DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, REAP. RECEPTACLE AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! jstemler@rds mn.com A. STEEL PIPE-NOM 12 IN.DIAM(OR SMALLER)SCHEDULE 10(OR HEAVIER)STEEL PIPE. 00 OF THE VOICE/DATA COMMUNICATIONS SYSTEM SHALL BE IN ACCORDANCE SECT. SECTION a' WITH THE BUILDING MANAGEMENT AND TELEPHONE COMPANY'S PROJECT CT) RECOMMENDATIONS AND REQUIREMENTS INCLUDING THE INSTALLATION OF STAINLESS STEEL B. IRON PIPE-NOM 12 IN.DIAM(OR SMALLER)SERVICE WEIGHT(OR HEAVIER)CAST IRON STAINLESS STEEL WAINSCOT PROVIDED SHOULD BE FABRICATED FROM FIRE SOIL PIPE,NOM 12 IN.DIAM(OR SMALLER)OR CLASS 50 (OR HEAVIER) DUCTILE IRON SIM. SIMILAR WASHINGTON SQUARE N REQUIRED CONDUIT FROM THE BUILDING TELEPHONE EQUIPMENT ROOM TO RATED MATERIALS TESTED IN ACCORDANCE WITH ASTM-E84-01 (CAN/ULC S102.2 PRESSURE PIPE. SPEC.(S) SPECIFICATION(S) N THE TENANT'S SPACE. FOR THE FOLLOWING CLASS 1 CHARACTERISTICS:FLAME SPREAD OF 25 OR LESS& C. CONDUIT-NOM 6IN.DIAM(OR SMALLER)STEEL CONDUIT OR NOM 4IN. DIAM(OR SMALLER) SPKR SPEAKER TENANT SPACE (G-07) �' SMOKE DEVELOPED OF 450 OR LESS). STEEL ELECTRICAL METALLIC TUBING. a 28. GENERAL CONTRACTOR TO PROVIDE 4'X 8'X 3/4"(FIRE RETARDANT BIRCH o VENEER)PLYWOOD PANELS ON 3/4"FURRING AS INDICATED ON THE PLAN, SPKLR. SPRINKLER 9585 S.W. WASHINGTON SQUARE RD. FOR THE VOICE/DATA EQUIPMENT INSTALLATION,UNLESS OTHERWISE NOTED. D. COPPER TUBING-NOM 6 IN.DIAM(OR SMALLER)TYPE L(OR HEAVIER)COPPER TUBING , CI- QUANTITYTO BE DETERMINED BY AMOUNT OF EQUIPMENT AND GENERAL E. COPPER PIPE-NOM 6 IN.DIAM(OR SMALLER)REGULAR(OR HEAVIER)COPPER PIPE. SQ. SQUARE PORTLANDOR 97223 O CONTRACTOR ASSUME AND INCLUDE ANY AND ALL PLYWOOD PANELS AS STL. STEEL o NEEDED FOR PROPER INSTALLATION OF EQUIPMENT. 3. FIRESTOP SYSTEM-INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY DRAWING STRUC. STRUCTURAL cri A. STEEL SLEEVE- CYLINDRICAL SLEEVE FABRICATED FROM MIN 0.019 IN. THICK (NO. 28 SUPT. SUPERINTENDENT GENERAL NOTES LL, COMPUTER CABLE INSTALLATION: GAUGE) GALV SHEET STEEL AND HAVING A MIN 2 IN. LAP ALONG THE LONGITUDINAL SEAM. Z LENGTH OF STEEL SLEEVE TO BE EQUAL TO THICKNESS OF WALL PLUS 1 TO 4 IN.SUCH THAT, TEL. TELEPHONE gi29. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PURCHASING AND INSTALLATION OF ALL VOICE/DATA CABLES AS INDICATED ON THE PLANS. WHEN INSTALLED, THE ENDS OF THE SLEEVE WILL PROJECT APPROXIMATELY 1/2 TO 2 IN. LI, BEYOND THE SURFACE OF THE WALL ON BOTH SIDES OF THE WALL ASSEMBLY. SLEEVE T.G.C. TENANT GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. INSTALLED BY COILING THE SHEET STEEL TO A DIAM SMALLER THAN THE THROUGH OPENING, 0o < INSERTING THE COIL THROUGH THE OPENINGS AND RELEASING THE COIL TO LET IT UNCOIL TH.I THK. THICK/THICKNESS 9M 30. ALLOW APPROPRIATE LENGTH OF SLACK ON BOTH ENDS OF EACH CABLE AGAINST THE CIRCULAR CUTOUTS IN THE GYPSUM WALLBOARD LAYERS. TYP. TYPICAL • -g M TERMINATION FOR CONNECTION TO SPECIFIED EQUIPMENT(MIN.6"). SEAL DATE 08/09/2019 B. PACKING MATERIAL-MIN 1 IN.THICKNESS OF MINERAL WOOL BATT INSULATION FIRMLY U.O.N. UNLESS OTHERWISE NOTED =i N 31. GENERAL CONTRACTOR TO DETERMINE MOST ECONOMICAL ROUTE FOR ALL LL, aiPACKED INTO STEEL SLEEVE ON BOTH SIDES OF THE WALL ASSEMBLY AS PERMANENT FORMS. N N CABLE RUNS FROM ORIGINATION TO TERMINATION POINT AT SERVER RACKS. PACKING MATERIAL TO BE RECESSED MIN 1/2 IN.FROM END OF STEEL SLEEVE(FLUSH WITH VCT VINYL COMPOSITE TILE �gED ARS PROJECT N0. 1519820-00 Q c OR RECESSED INTO GYPSUM ALLBOARD SURFACE)ON BOTH SIDES OF WALL ASSEMBLY. t. V.I.F. VERIFY IN FIELD �`S `rr SCALE AS NOTED cji a3 32. ANY OUTLET TYPES THAT ARE INDICATED ON PLANS TO BE INSTALLED IN 81. PACKING MATERIAL (NOT SHOWN) -AS AN ALTERNATE TO ITEM B, NOM 1 IN. THICK 4 ,'��► co o CONVECTORS,THE GENERAL CONTRACTOR IS TO INCLUDE CUTOUTS AND POLYETHYLENE BACKER ROD MAY BY USED.THE BACKER ROD IS TO BE RECESSED WITHIN THE W/ WITH • ..4_ ,�r �• � z > CONDUITS AS REQUIRED,ALL CONFORMING TO BUILDING RULES AND STEEL SLEEVE A MIN OF 1 IN.FROM EACH SURFACE OF WALL. ' , ' A DWG NO. WC WATER CLOSET r, - � _ g `" REGULATIONS,AND BUILDING CODES. C. FILL,VOID OR CAVITY MATERIALS(UL CLASSIFIED)-CAULK WHEN MINERAL WOOL BATT I A 006 WCV WALLCOVERING ; F!flif ' lE >- INSULATION IS USED,APPLIED TO FILL THE STEEL SLEEVE TO A MIN DEPTH OF 1/2 IN.ON BOTH I KS 65, w co'0 33. PRIOR TO INSTALLING ANY OUTLETS,SWITCHES OR OTHER ELECTRICAL SIDES OF WALL ASSEMBLY. WHEN BACKER ROD IS USED, A MIN THICKNESS OF 1 IN. OF WD WOOD o DEVISES,THE GENERAL CONTRACTOR TO VERIFY HEIGHTS AS THEY RELATE CP-25W6+CAULK IS REQUIRED FLUSH WITH SURFACE OF WALL.A NOM 1/4 IN.DIAM N m TO LOCAL,STATE,AND FEDERAL BUILDING CODES FOR EACH OUTLET TYPE. IF CONTINUOUS BEAD OF CAULK SHALL BE APPLIED AROUND THE CIRCUMFERENCE OF THE STEEL W/O WITHOUT OF Ogg' O OUTLET HEIGHT TO BE CHANGED NOTIFY ARCHITECT OF DISCREPANCY, SLEEVE AT ITS EGRESS FROM THE GYPSUM WALLBOARD LAYERS ON BOTH SIDES OF THE WALL SIGNED 08/27/2019 CAD FILE NO. N PRIOR TO INSTALLATION. ASSEMBLY F N Y 3 GENERAL NOTE: GC TO PATCH,REPAIR,AND PROVIDE NEW GYPSUM BOARD AS REQUIRED AT AREAS OF DEMOLITION, TYP. THROUGHOUT. REFER TO FINISH SCHEDULE FOR MORE INFORMATION. o .. m BB + . o o amazon o • • - .87;da"a'a;�dse- Y� t:n::rca.Yna,a ri.a . NI m C - II - ICE e - � -s1 - - - - li! - - -- FA ! F F '�. I li am O ® a O I - \ O i � - - ' ) 1 1I 11 I 1- - 1 I� = = _ _ H 1 = _ � I I I r..2 I 1 11 11 I 1 I 1Ik. r _1 - - I` # ff� - - (- -�- � !. I 11 . 11OP II I1Fa - - 1 11 I Iii ® 411100 II ® II I i (r7� � 11 �J =� .� I I li a _ 1 111 1j / \ I EI fi \ I J I43) - 0 H f f I 6— ' f � � I II �iII I � Y ,, I rl\ II � Y I i - - - 1 I I 11 � �� J� � LIQ - �� ,� � 1/ II 1 I I ' 111 1 1 1 1 I Iia I I � � _ _ __ ) I I I 1 LJ __ I 1 11 r- 7— � � I r�I� � � I II I 1 1 I I 1 1 I O I I I J 11 L � � �a ! 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III • I I I ,oI /`, 1 1 <, III 11 I o I . `I' I I I III �' — _ — T — � �� II L 1 ' I Il I I I 0 a". '.. - 4110 I I I 1 I I I STOCKROOM ..." �,I �... ...... ........ ... ........ ... ... — — — - - L — — --_– L J o I �' 103 — — — = ,.- r f�i II III ! II ice,; W.C. I -- - - L J J L 0 sitik 1 I I I I III III I I II 1 I I II I II (' - — — _ 11 II , ' \ O i 2rME I4ti I I I I — I I I I I III : m I I I I �� I PERMIT SET 08/09/19 SAC I I I i CLOCKS I i I I 1 1 I I a I I 4 I i JI I I -_ II II II __ I I I n;.. I.. PROGRESS SET 08!05119 SAC 1F I I1II II r.., — L_ - - . [ 1NO. REVISION DATE BY ■ • 1 4/ • • PROJECT MANAGER: I FT. L----4--__.4 I I I 8k, <f kurn kr TPG \rchitecture n . ; ., . . : . , ,C. —___ ,I • EGRESSHALLWA�' I TPG ARCHITECTURE, LLP 102 1 I 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 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 ATTORNEY'S 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. IN ASSOCIATION WITH ARCHITECT: R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT 1 DEMOLITION FLOOR PLAN SCALE: 3/16 = 1'-0" RHS2@SWEERSARCH.COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM LEGEND I PLAN KEY NOTES RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE - CONDITIONS / IMPROVEMENTSOR ANY DOCUMENT WHICH DO NOT BEAR MY aiai SIGNATURE AND SEAL. SYMBOL 1 DESCRIPTION 4111. REFER TO START POINT FOR DIMENSIONING AND LAYOUT OF PLANS. 4 GC TO REMOVE EXISTING CARPET TILE,TYP.THROUGHOUT.EXISTING TRANSITION STRIP TO REMAIN.PREP AREA TO RECEIVE NEW E, N CARPET TILE AS SCHEDULED.REFER TO A-111 FOR MORE INFORMATION, DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, ,--- INDICATES AREA NOT IN CONTRACT © GC TO ENSURE ALL EXISTING STRUCTURE TO REMAIN UNDISTURBED THROUGHOUT CONSTRUCTION.GC TO VERIFY EXISTING SLAB AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! di CONDITION AND LANDLORD REQUIREMENTS FOR ANY SLAB PENETRATIONS.PATCH&REPAIR AS NEEDED.MAINTAIN ANY EXISTING 41130 GC TO DEMOLISH EXISTING WHITEBOARD.PATCH AND REPAIR WALL BEHIND AS NECESSARY. • PROJECT EXISTING CONSTRUCTION TO REMAIN FIRE RATING REQUIREMENTS.GC TO VERIFY CONDITIONS IN FIELD AND REPORT ANY DISCREPANCIES IN WRITING TO THE iii ARCHITECT IMMEDIATELY(TYP.THROUGHOUT) SALVAGE TV AND STORE IN BOH FOR REUSE BY STORES AT A LATER DATE.MOOD MEDIA UNITS TO BE RETURNED TO OWNERS REP WASHINGTON SQUARE 2INDICATES FIXTURE TO BE DEMOLISHED p GC TO PROTECT EXISTING FINISHES,FIXTURES,AND MATERIALS THAT ARE EXISTING TO REMAIN,TYPICAL THROUGHOUT AT PUNCH a RENOVATION. TENANT SPACE (G-07) INDICATES FIXTURE TO REMAIN Q S.W. n ��� 0 EXISTING SALES AREA FIXTURES,TOILET ROOM FIXTURES AND ACCESSORIES,AND EMPLOYEE IOFFICEAREA EQUiPMENTTO 955 WASHINGTON SQUARE RD. zREMAIN,NO CHANGE.UNLESS OTHERWISE NOTED. PORTLAND, OR 97223 GC TO REMOVE EXISTING TENANT MILLWORK IN IT'S ENTIRETY(SHOWN DASHED),GC TO PREP AREA TO RECEIVE NEW FIXTURES, ct0 DRAWING 0 0 GC TO REMOVE EXISTING FLOOR FIXTURES AS INDICATED(SHOWN DASHED). Q ( GC TO REMOVE EXISTING PEG BOARD BACK PANEL AND SHELVES AT EXISTING FIXTURE.EXISTING FIXTURE CARCASE TO REMAIN, DEMOLITION FLOOR PLAN PREP TO RECEIVE NEW INSERT.GC TO MAINTAIN INTEGRITY OF EXISTING FIXTURE,PATCH AND REPAIR ANY DAMAGE AS REQUIRED. 0 n 0 GC TO DEMOLISH SAFE AT MANAGERS OFFICE, GC TO DEMOLISH EXISTING ELECTRICAL OUTLETS,TO BE RELOCATED AS NEEDED.REFER TO ELECTRICAL DRAWINGS FOR MORE 5 a INFORMATION. wm SEAL DATE 08/09/2019 w Cr; 110 GC TO REMOVE EXISTING BACK OF HOUSE FIXTURES AND MILLWORK AS INDICATED.PATCH AND REPAIR EXISTING WALLS AS o REQUIRED.PREP AREA TO RECEIVE NEW FIXTURES. PROJECT N0. QED A� 1519820-00 o LN MO G.C.TO SALVAGE SHELVES.PROTECT AND STORE FOR RESUE IN RELOCATED LOCATIONS.REFER TO A-121 FFE&SIGNAGE FLOOR �� C UI 6. PLAN FOR NEW LOCATION AND FURTHER INFORMATION. SCO ,� SCALE AS NOTED N (4 CA CDGC TO REMOVE EXISTING PRICE CHECK FIXTURE HEAD,BASE TO REMAIN REFER TO PC-0004 INSTALL INSTRUCTIONS FOR MORE - '~ m z ® i I . DWG N0. INFORMATION. t: •" � 0I ® EXISTING WHIP TO BE CONVERTED TO FLOOR BOX,REFER TO MEP DRAWINGS FOR MORE INFORMATION. 'j: � ,y AD-111 0 -, KS o cUi) GC TO REMOVE EXISTING PRICE CHECK FIXTURE,PATCH AND REPAIR WALL AS REQUIRED,PROVIDE NEW BLANK COVER PLATE AS '91,,k, cp o CNI m NEEDED,FINISH TO MATCH ADJACENT WALL. OF CO) CO ,, m 15 GC TO REMOVE EXISTING KIDS TABLET AND TABLET MOUNT.EXISTING FIXTURE I MILLWORK TO REMAIN. SIGNED 08/27/2019 CAD FILE NO. rn SC 3 m ® Q BB 0 m 0 am&©cro m I . i'g' 0 — 0 , IIII • I I I 1 I 1f A 12'-0" 13'-61 • I . 0 B I (0{ I . 11'-0" 41 III I . * t I I 13 0 • I - 6 o� t I I I I _ , II , • II pl IDI I I MDF Room I I I • – I I • • 105 I I . li— _ SALES AREA _ 0 ..iii, - ,...---... ,mom I :� ••• ••••• _ _ ••••••••••••••••••••••••••••••••••• : , • • I e**e••*•• a •i�e�•R►eb►e i•r i i - .. I •" - I': ' RESTROOM p•.••.•• e4 ••Op••'• eeo•••••e • — ..,�_. 1__`..1...1'.. y. , ; CI i Ii il GFI !' N 41/04010 5 14'-6" LOCKED ROOM 11'-0" 105 TYP.THROUGHOUT fl I I 1 r1 2 IOFFICE 1 • 106 L. 11'-0. TYP,THROI,IGHOU1 -:- --r-r-7 • • a;._i 1- __ L : I- MDC II , , . i l- I ` , I II 1 STOCKFL7OM W; 103 3 • 0 /.. _1 '` I , EE I �� - ....... . O �_ - ...._1 I. I x ffi 1 �.._-.._ Y c 11 a" - - -- - -..__,_.. __._ _._ I TAME b 7� i. i i I PERMIT SET 08/09119 SAC . - rIE. ■ -. ., 0 @ I PROGRESS SET 08/05/19 SAC I NO. REVISION DATE BY 1 1 III 1 • PROJECT MANAGER: 1 : I 1 : . . , ,-1 �i Tchitectur 0 EGRESS HALLWA TPG ARCHITECTURE, LLP 1 102 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 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 ATTORNEY'S 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. IN ASSOCIATION WITH ARCHITECT: R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT 1 I DEMOLITION REFLECTED CEILING PLAN SCALE: 3/16 = 1'-O" RHS2@SWEERSARCH,COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION.AND I DISCLAIM PLAN KEY NOTES RESPONSIBILITY FOR THE EXISTING BUILDING. CONSTRUCTION OR SITE LEGEND CONDITIONS / IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY SIGNATURE AND SEAL. SYMBOL I DESCRIPTION O EXISTING CEILING,LIGHTS,AND DEVICES OF OF ALL AREAS N.I.C.TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION (TYP.THROUGHOUT) DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, v INDICATES AREA NOT IN CONTRACT AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! rn CO EXISTING FINISHED OR OPEN CEILING IN THIS AREA.ALL EXISTING EQUIPMENT AND STRUCTURE TO REMAIN.GC TO PROTECT a = EXISTING CONSTRUCTION TO REMAIN THROUGHOUT DEMOLITION AND CONSTRUCTION.CLEAN CEILING AS NECESSARY. PROJECT " WASHINGTON SQUARE N GC TO DEMO A PORTION OF THE EXISTING GYPSUM BOARD SOFFIT AND PROVIDE NEW F.R.T.PLYWOOD BLOCKING FOR FUTURE DISPLAY 6, 4, INDICATES FIXTURE TO BE DEMOLISHED GRID,PATCH AND REPAIR AS REQUIRED,FINISH TO MATCH EXISTING.REFER TO FINISH SCHEDULE FOR MORE INFORMATION. m 1 INDICATES FIXTURE TO REMAIN O EXISTING CEILING SOFFIT TO REMAIN(NO CHANGE) TENANT SPACE (G-07) 0 9585 S.W. WASHINGTON SQUARE RD. 5 © EXISTING RCP DEVICES.CAMERAS,WAP,WS,MOTION SENSORS,AND SPEAKERS TO REMAIN(NO CHANGE).UNLESS OTHERWISE NOTED. a c7 Q GC TO REMOVE EXISTING DISPLAY TRACK AT STOREFRONT.G.C.TO DEMOLISH PORTION OF SOFFIT TO INSTALL NEW BLOCKING AS PORTLAND, OR 97223 NECESSARY FOR NEW DISPLAY AREA GRID,REFER TO A-131 REFLECTED CEILING PLAN FOR ADDITONAL INFORMATION.PATCH AND a REPAIR AS REQUIRED. DRAWING o z U EXISTING CAMERAS TO BE REMOVED-PRICE TAG GATEWAY TO BE USED IN SAME LOCATION.REFER TO A-131 REFLECTED CEILING PLAN DEMOLITION REFLECTED CEILING PLAN O FOR ADDITIONAL INFORMATION, e) 2 1 0 • 2 '- a O co -, 1- a SEAL DATE Lu 08/09/2019 c=n o ��gr D A�0 PROJECT NO. 1519820-00 NI L� �j SCALE AS NOTED O N_ Q m U I fir. ,1- ,,• t4 N DWG NO. -;-= fair'-:�I ; 1fi - AD-1 12 o'er � � KS a) c' cz, �. ��OF O# c0 °' CAD FILE NO. rn 7,! SIGNED 08127!2019 am up, ▪ 3 s _ .. BB . . o amazon ....a'i..i _ © ® m m -„t______,-1 1 • _ _ 0 W �� iNT , .._, "I'''' i 1 5 I _ _,.,.. `I ./. 77 ii,/ ,•,.., 1 1 1 c_.., . . : : , • 1 1,- , , : : , �L . , , • . _ , ---- .1,1_, 1 LL , . . . . . , : . : . • . . , 0 l: . r ,, I > , , 1, f.L- 2 , p4t : :::....'. 1::H':,!! :4;': ..• ;:,:::',,,,, ::. ... .:.:. :: ./ 1 t , . I h � //: _i I�_/ ti, _ = _ o.,. .,. ..f: 1�4//,/- -, 0 3 -- - iei 4/7/4 MDF ROOM L_ - __ -��. ._. .� .'�_ __ __ -- -_ ,_ ._. _ - - -. \ AleAdev j i• VAA �I 105 4 II Ai, . 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REVISION DATE BY ,moo ' ,,,`'-♦`�'i ► ♦♦•♦♦♦ mn♦ i♦m�!II I /EXIT 2 �� �.,,, ,...., :,,.; . :. .: ...... ... _ y � - •--- � PROJECT MANAGER" _ - - - -.- 4 — — t- ,.„, — . _ . ____ „ ,_.. ,� ; .. � vcitecture • .24;: i=„=21:211',, 0 1 i EGRESS HALLO' 102 I I I j TPG ARCHITECTURE, LLP I 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 I TPGARCHITECTURE.COM N 0 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 ATTORNEY'S FEES, ARISING OUT OF, 'I EGRESS & LIFE SAFETY PLAN SCALE: 3116" = 11-0° 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. GENERAL NOTES CODE ANALYSIS OCCUPANT LOAD & SQFT CALCULATIONS I IN ASSOCIATION WITH ARCHITECT: A, REFER TO MASTER LEGEND, MASTER RESPONSIBILITY MATRIX,AND MASTER SCHEDULES ON G-SHEETS FOR ALL INFORMATION PERTAINING EGRESS: LEVEL 01 -1 LEVEL AT GRADE SYMBOL DESCRIPTION R H SWEERS II, PROPRIETOR TO THESE ITEMS TOTAL SOFT: 6,715 NET LEASABLE SOFT - - - - RH SWEERS ARCHITECT 7,418 GROSS SQFT GROSS AREA PERCENTAGE TOTAL OCCUPANT • EGRESS STARTING POINT Q B. AREAS SHOWN ON EGRESS PLANS ARE EXCLUSIVE OF STAIR SHAFTS,ELEVATOR SHAFTS AND BASE BUILDING SUPPORT SPACES. USE&OCCUPANCY cLASSJFICATION MERCANTILE GROUP M I B 2 ROOM NAME (SQFT) (%) ALLOWANCES OCCUPANTS RHS2@SWEERSARCH.COM TYPE OF CONSTRUCTION III-N/FULLYSPRINKLERED , EGRESS DIRECTION OF TRAVEL THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM rn C. OSSC TABLE 1016.2-MAXIMUM EXIT ACCESS TRAVEL DISTANCE MUST BE LESS THAN 250'-0", MERCANTILE:30 GROSS PER RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE SALES AREA 5,390 SQFT 86% OCCUPANT 180 OCCUPANTS CONDITIONS ! IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY EXITING ANALYSIS REQUIRED PROVIDED D + O D, OSSC TABLE 1014.3-MAXIMUM TRAVEL DISTANCE TO COMMON PATH OF EGRESS TRAVEL MUST BE LESS THAN 76-0". PRIMARY PATH OF TRAVEL SIGNATURE AND SEAL. MERCANTILE STOCK:300 GROSS `� E. OSSC§1008.1.2 EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS. 1005 NUMBER OF EXITS 2 MIN 2 60H!STORGE 1,200 SQFT 10% 4 OCCUPANT PER OCCUPANT POINT OF COMMON PATH OF TRAVEL DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, cii �. COMMERCIAL: 100 GROSS PER AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! Q F. OSSC § 1008.1 9.3.2 IN BUILDINGS IN OCCUPANCY GROUP M, THE MAIN EXTERIOR DOORS ARE PERMITTED TO BE EQUIPPED WITH EXIT#1 PASSAGEWAY WIDTH 36" MIN 72" RESTROOM 60 SQFT 2% I OCCUPANT OCCUPANT ®..I WALL MOUNTED EXIT SIGN PROJECT o KEY-OPERATED LOCKING DEVICES FROM THE EGRESS SIDE. LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED; 1"MINIMUM EXIT#2 PASSAGEWAY WIDTH 36" MIN 36" . . COMMERCIAL 100 GROSS PER LETTERING STATING "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" MUST BE VISIBLY POSTED ON THE EGRESS SIDE OF TOTAL EGRESS WIDTH 64 OCC x 0.2=6.3" 44" MIN 108" MANAGERS OFFICE 65 SQFT 2% 1 OCCUPANT WASHINGTON SQUARE a DOOR. COMMON PATH OF TRAVEL 75'-0" MAX 65'-3"" MAX OCCUPANT CEILING MOUNTED EXIT SIGN EXIT ACCESS TRAVEL DISTANCE 250'-0'' MAX 160'-0" MAX G. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL � BRACKET MOUNTED FIRE EXTINGUISHER TENANT SPACE �G-Dl} Z SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT-CANDLES FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY EXIT SIGNS: 7 EXISTING FERN ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINESCENCE AND BE LISTED FOR THE PURPOSE. EXIT SIGNS SHALL BE ILLUMINATED FIRE EXTINGUISHERS: 6 EXISTING 9585 S.W.V. WASHINGTON SQUARE RD. AT ALL TIMES � 'FINAL REQUIREMENTS SUBJECT TO REVIEW&APPROVAL BY LOCAL FIRE MARSHALL PORTLAND, OR 97223 H. COORDINATE WITH SHEET A-102 REFLECTED CEILING PLAN FOR LOCATION OF EXIT SIGNS. "' REFER TO A-003 FOR PARTITION TYPES. REQVJRFJ] PROVIDED DRAWING PUBLIC WATER CLOSETS 1 PER 40 OCC. 1 EXISTING z J. REFER TO OSSC§ 1011 FOR EXIT SIGNS REQUIREMENTS. FINAL PLACEMENT OF EGRESS SIGNAGE SHALL BE SUBJECT TO THE REVIEW OF PUBLIC LAVATORIES 1 PER 40 OCC. 1 EXISTING EGRESS AND LIFE SAFETY PLAN THE FIRE MARSHAL. SERVICE SINK(EMPLOYEE USE ONLY) 1 1 EXISTING cn DRINKING FOUNTAINS 1 PER 1000 OCC. 1 EXISTING ix pill K" OFC§906.3.1(1)-MAXIMUM TRAVEL DISTANCE TO PORTABLE FIRE EXTINGUISHER TO BE 75 FEET, FINAL PLACEMENT SHALL BE SUBJECT TO LU THE REVIEW OF THE FIRE MARSHAL. E, SEAL DATE W 08/09/2019 X1• 0 0 EN_ ��'gED AD PROJECT NO. 1519820-00 ,�� , SCALE AS NOTED N co s ♦ w al cp DWG N0, f.jaill ,/1 41. . ' ' A-011 p Iii Fllj��XTIN9�Ir$N�R 5PEC'S: KS o p FRONT OF HOUSE:JL INDUSTRIES MODEL#1015 FULLY RECESSED. TOTAL 4,448 SQFT 160% 186 OCCUPANTS o BACK OF HOUSE:JL INDUSTRIES MODEL#1017 SEMI-RECESSED. o W/5LB ABC DRYCHEM.F.E.B500(2A:10:C). 11)co OF 00PAINT ENCLOSURE TO MATCH ADJACENT WALL FINISH. SIGNED 08/2712019 CAD FILE NO. 3 .. BB ::: o amazon ® 0m@ 1 • • • • T�. T �T T �. =T T T Y - "T:".` T T T Tt-F' _ • i ..,_......... ...._......• • .. ......_... u........... - _. .,. �_ , m _-'x ;•"r'`.;.s� -r -a••—:z�s4- *- :a- ''r r� - -; ix r3 •T-00107 1.001 I 1111;[; 't' 1'''-' '° 13-0001 13-00614010 4110 111C10 4130 400 : , 4100 If- :1: a :►; :4: i D-0003 © 0-0003 Wrt1 • > • t. . 1 IT7 1-7-771 Ir•'•• .:•-••• HH ± 1 3 g •f •• a1••,•••.•, : : r-- 1 t r. 11-:-:r:•:•:•:•:.:-: k . . I '• . . .t. . . . s 1• 1 r., ,` • • ••. y , CP ,'1> 1• • - , _ i 111 r ,, ia[-T• • x""•="LT•.•• ♦a ..j,-.,•.,..- %H.Trsr".•--T4-,,,.•=44' ' -:,;2.4-. � - 4:::J.:::.:-: . w ; �' . . _ . . . • . i 1 I I I 1 lrr : : ___ x a I : r 1 I — 1 x .S r i 1-- –1 1 . r . i i 1 it a: .4: ,r; ;F_ r 1:.:•:•:•,•:•:•:-..,•/..'.{ • i--- i r— --I •r. L---4: � 111 fir. :F: •,• :�; r • .-, :}, .1 i i II• l''':':'-',' -r'-s'--'T''t`-': �'�r=_rt*x' r'x' -i .1,4;:+;';'''' r=r- re-^; r:-rv, }•••-'-';1 _ __—�-I f. •1•' •' I 11 1 MDF ROOM ;1; > . . 6 . . . . . . . :1: . . ♦ . ' . . . .'. . . . . . : :'d L • J '-000MO 1 105 ; I } � _�_-- . . •W _ - 0 - - - - - - - - - - S . ._- f II j. <a..+s-��� ,��� ��..r �-� -� - � - SALES AREA I I I 1 }" r" ' ii ss V 1 /I 11- k-'''4' 'II I :. :—+4- 41E0 41C110 4110 - ' ,. T-0063 L 1 I J L _J RESTROOM 3 ; . :« .__ gym- --. , ; �W_ TYP.THROUGHOUT 104 -`,.7-'-':',:{t-_;:::,;:-1-4_,....2 -"- 0-0002 GR '�' � , ' 1 +'` — hIIII1hJJIWIIIIIIIIIIIIIII.Wilidlgillililliihithahihiiiliiichili! �� �> ' •m ®�., . '. L.• KE05ROOM i I €• 1 _le _ 1A 3 .• • f • • • •OFFICE .� fl _... I — - I 106 — 1 II ...._' • r • . . ,—,,-,, n .--='-1 D,I _ - caoiVYIIwdIIllOiiul„hudid luLdlllli llililliilll•VIIiIIVitllilil•IIYI T-0003 8-6602 STOCK ROOM I !..... ;.. - , i..-.. r 103 3 • xm �_ J L_ I ...t 3 • I J e� • CLOCK §U ! - a__ I CLOCKS PERMIT SET 08/09/19 SAC 5 . � F 1 1 • < \%, ,, 1 I1:5 ` = --- ISET -� I ---_-- 1 ? i PROGRESS 08/05/19 SAC --_� J__. ,�{ 1A •r-6o63 • \ I r--1 NO DATE BY REVISION cni 1:0 ' 8-0002 = T: %1 I i .1 I ;./ PROJECT MANAGER: L J • arm \rch itecture . ;:. . : , . ________. , _ ....___ _ 0 I ' EGRESS HALLWAY TPG ARCHITECTURE, LLP 1D2 a 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 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 ATTORNEY'S 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. IN ASSOCIATION WITH ARCHITECT: R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT 1 1 CONSTRUCTION & FINISH FLOOR PLAN SCALE: 3/16 = 1'-0” RHS2@SWEERSARCH.COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM aRESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE LEGEND PLAN KEY NOTES MASTER FINISH SCHEDULE CONDITIONS ! IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY a) SYMBOL 1 DESCRIPTION O REFER TO START POINT FOR DIMENSIONING AND LAYOUT OF PLANS. SIGNATURE AND SEAL. E, ,0 GC TO PROTECT DEMISING Area(SF)G WALL AND ENSURE ALL EXISTING STRUCTURE TO REMAIN UNDISTURBED THROUGHOUT DEMOLITION ID I DESCRIPTION I LOCATION MANUFACTURER I U SPECIFICATION F I DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, �`a $ INDICATES STARTING POINT FOR DIMENSIONS AND CONSTUCTION.GC TO VERIFY EXISTING SLAB CONDITION AND LANDLORD REQUIREMENTS FOR ANY SLAB PENETRATIONS. U.O.N. AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! 07) PATCH&REPAIR AS NEEDED.MAINTAIN ANY EXISTING FIRE RATING REQUIREMENTS.GC TO VERIFY CONDITIONS IN FIELD AND . a © NEW PARTITION TYPE REPORT ANY DISCREPANCIES IN WRITING TO THE ARCHITECT IMMEDIATELY(TYP.THROUGHOUT) BASE PROJECT oREFER TO SHEET A 601 FOR CORRESPONDING DETAIL ALL CO BRACING TO STRUCTURE TO ATTACH BRACING(TYP.)PAINT TO MATCH FINISHED CEILING.(TYP THROUGHOUT) B-0001 4'WOOD BASE • SALES FLOOR NYDREE FLOORING • PROFILE AND STAIN TO MATCH EXISTING.BY GC!STARRYI III II II c� ALL CONNECTION FOR WALL BRACING SHALL BE TO SOFFIT AND NOT INTO BASE-BUILDING DECK.IF REQUIRED GC SHALL PROVIDENIGHT FINISH 44' 0 G WASHINGTON SQUARE El15 NEW RATED PARTITION TYPE B-0002 4 RUBBER BASE • BOH BURKE • 4 COVE 1103 ESPRESSO I 90' IGIG a ��� z�� REFER TO SHEET A-601 FOR CORRESPONDING DETAIL CP GC TO ENSURE ALL EXISTING STRUCTURE TO REMAIN UNDISTURBED THROUGHOUT DEMOLITION AND CONSTUCTION.GC TO VERIFY TENANT SPACE (G'07) >a NEW PARTITION TYPE WITH SOUND ATTENUATION BLANKET EXISTING SLAB CONDITION AND LANDLORD REQUIREMENTS FOR ANY SLAB PENETRATIONS.PATCH&REPAIR AS NEEDED.MAINTAIN CARPET ANY EXISTING FIRE RATING REQUIREMENTS.GC TO VERIFY CONDITIONS IN FIELD AND REPORT ANY DISCREPANCIES IN WRITING TO """""""""""""""""""""""""""""""""""'' 1i "'""" 0 G I� //i///t f�����/,/, REFER TO SHEET A-601 FOR CORRESPONDING DETAIL THE ARCHITECT IMMEDIATELY(TYP.THROUGHOUT) CP-0001 CARPET TILE-BLUE • KIDS AREA 1FLOR I 1'ia1 19 COBALT 9585 S.W. WASHINGTON SQUARE RD. • 11,4 1 P TAI I AT42N �2///22�,,����,, INDICATES 5i' PLYWOOD BACKING BRIDGED BETWEEN STUDS AT MILLWORK83s' a 1 F.R.T.s GC TO PROVIDE PLYWOOD BEHIND(1)LAYER OF "GYP BOARD INSTALLED UP TO$'-3"AFF AT FULL HEIGHT WALLS AND UP TO U S.O. CP-0002 CARPET TILE-BLUE • KIDS AREA FLUB • f•1' -61141 1 O G PORTLAND 0 R 97223 ix EXISTING SOFFIT(WHERE OCCURS)TO SUPPOR ALL WALL MOUNTED PERIMETER FIXTURES IN SALES AREA.PROVIDE PLYWOOD GO • nl6aRTFR TI IRN I(J_JALI ATION i o // INDICATES NEW MILLWORK BY GC OVER EXISTING WALLS UP TO 8'-5"AFF AT BOH WALLS.PRIME AND FINISH AS SCHEDULED.GC TO COORDINATE FINAL MOUNTING 1'�':� o REQUIREMENTS DIRECTLY WITH VENDOR AND OWNER'S REP.IN FIELD AND ASSIST WITH FINAL INSTALLATION AS NECESSARY. WIDTH, LE 12'-07" THICKNESS DRAWING /////// REFER TO SHEET A 604 FOR MILLWORK DETAILS WD•00003 I ENGINEERED ACRYLIC INFUSED WOOD FLOORING I. SALES FLOOR I NYDREE FLOORING 1• STARRY NIGHT,NATURAL,41N LENGTHS ICKNE55 0325";FIN15H'PEDESTRIAN FINISH 15 2D GLOSS I 169' I 0 I G o INDICATES WET AREA.PROVIDE WATERPROOF MEMBRANE THROUGHOUT I� EXISTING FIRE EXTINGUISHERS TO REMAIN THROUGHOUT RENOVATION,TYP 1 CONSTRUCTION & FINISH FLOOR PLAN CDGC TO PTCH AND REPAIR w AND FINISH UP INDICATES LINELL OFOGYPSUM BOARD SOFFITEET LANDLORD UABOVENTS O SCH DULE FOR MORE INFORMATION. ALLS AS REQUIRED AS A RESULT OF DEMOLITION.FINISH AS SCHEDULED,REFER TO FINISH PT•0001 INTERIOR PAINT,PATCH&REPAIR SHERWIN WILLIAMS " ''' '•''SW7038 TONY TAUPE,FINISH TO MATCH EXISTING ''''''""'' G G REFER TO REFLECTED CEILING PLAN ON SHEET A-131 FOR ADDITIONAL INFORMATION z MPGC TO INFILL NEW WOOD FLOOR AT PERIMETER FIXTURES AS INDICATED,PROVIDE NEW BASE AS SCHEDULED.REFER TO FINISH PT-0003 INTERIOR PAINT,PATCH&REPAIR • BOH SHERWIN WILLIAMS • SW6385 DOVER WHITE,FINISH TO MATCH EXISTING G G INDICATES DOOR TAG SCHEDULE FOR MORE INFORMATION. O INTERIOR PAINT,PATCH&REPAIR-I-NEW PAINT Al a REFER TO SHEET A-701 FOR CORRESPONDING DETAIL CP GC TO PROVIDE NEW CARPET TILE AS INDICATED,REUSE EXISTING TRANSITION STRIP.REFER TO FINISH SCHEDULE FOR MORE PT-0010 NEW DEVICE FIXTURES SHERWIN WILLIAMS • SW6258 TRICORN BLACK,FINISH TO MATCH EXISTING,WHERE NEW-SATIN G G U) ORNER GUARDS LU r'-) 0 INFORMATION.PAINT UNDERSIDE OF SOFFIT PT-0010 TRICORN BLACK AS SCHEDULED. ;G 0441 ORNER GUARDS I•FOH CORNERS aAWLING CORP'' ' .. le GGU-17 1,R40KP,4GNTFD RFPOLYCARBONATE Fr1RF NBO qAI ETIURNER GUARD 1 "X48" SEAL DATE 08/09/2019 m r, INDICATES FLOOR FINISH TAG L11 { I INDICATES WALL FINISH 4 r1N IGIG N1 N ' INDICATES BASE FINISH GC TO PATCH AND REPAIR FLOORING AS NEEDED WITH AMAZON PROVIDED FLOORING. "" '� -- ' '� ' 0 rx INDICATES TRANSITION DETAIL TAG ��gED Ake� PROJECT No. 1519820-00 uI REFER TO SHEET A-701 FOR ADDITIONAL TRANSITION INFORMATION ti 6 CO �� SCALE AS NOTED CI _ _ INDICATES SCHEDULED FRP FINISH CD > REFER TO SHEET A-603 FOR ADDITIONAL FINISH INFORMATION >�b o � �•All 0 DWG NO. L FOH CORNER GUARDS � ir t� • 1. FN-0021 REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION o 0 BOH CORNER GUARDS KS _{� 6 up FN-0020 REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION `�?* CF a m OF Olev I, SIGNED 08/27/2019 CAD FILE NO. a F3) Y 11 GENERAL NOTE: GENERAL NOTE: ALL CUSTOM ASSEMBLIES INCLUDING BUILT-IN LIGHTING DEVICES MUST BE"UL" FINAL PERIMETER SHELF PLACEMENT AND QUANTITES TO COME APPROVED. GC TO VERIFY ALL LOCAL JURISDICTION REQUIREMENTS AND FROM AMAZON DURING CONSTRUCTION. GC TO REQUEST SHELF CONFIRM COMPLIANCE. PLACEMENT PIROR TO SHELF INSTALL. m CO 0 0 0 a o o amazon -- 0 ' (WF-0014) J CWF-0014J 'WgIJ[.) 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CWF-0014) (WE-00 ) CJILAD Wf-110 GOND II u re 1 Ch171lJ WF-0014 14 TT Y Y TT Yp IID EGRESS HALLWAY TPG ARCHITECTURE, LLP 102 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 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 I FFE & SIGNAGE FLOOR PLAN SCALE: 3/16 = 1'-O" COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, LEGEND PLAN KEY NOTES MASTER FOH FIXTURE SCHEDULE CONTINUED BY PIGIARCHTEC URE�LLOPUNDERTHF THE ISAGREEM NT. INFORMATION PROVIDED SYMBOL DESCRIPTIONID #UNITS 1 DESCRIPTION I LOCATION J SUPPLIER I SPECIFICATION I NOTES I F j I IN ASSOCIATION WITH ARCHITECT: p 60"DIAMETER CLEAR FLOOR SPACE FOR WHEELCHAIR TURN AROUND AREA. 12"MAXIMUM OVERLAP WITH DOOR SWING ALLOWED. F`IH F!YTURES&M'SCLLANENS R H S1111E E RS �I PROPRIETOR FURNITURE&FIXTURE TAG IDENTIFICATION © "T'CLEAR FLOOR SPACE FOR WHEELCHAIR AT CASHWRAP FIXTURE.COUNTER AT 34"HIGH x 24"DEEP x 36"LENGTH OF CLEAR SURFACE *WF-0001 a PERIMETER WALL UNIT-END FOH VIRA INSIGHTS •.5EE VENDOR SHOP DRAWINGS .REFER TO INSTALLATION INSTRUCTIONS o G 0(x-xxxV REFER TO FFE SCHEDULE FOR ADDITIONAL INFORMATION FOR ACCESSIBLE TRANSACTION AREA. RH SWEERS ARCHITECT i *WF-0002 8 PERIMETER WALL UNIT-RUN FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G II Op GC AND VENDOR TO VERIFY WALL PERIMETER SHELVING DIMENSIONS PRIOR TO INSTALL AS QUANTITY IN PLAN IS CRITICAL. CONTACT RHS2@SWEERSARCH.COM -1 L-, INDICATES"T'"CLEAR FLOOR SPACE FOR WHEELCHAIR AMAZON IF DOCUMENTED WALL PERIMETER SHELVING UNITS ARE NOT ABLE TO ALL BE INSTALLED. WF-0003 24 PERIMETER WALL-SURFACE MOUNTED STANDARDS 8'-0"H FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM a Q SHELVING BY VENDOR TO BE DESIGNED AND ANCHORED AS REQUIRED BY CODE.GC TO VERIFY FINAL DIMENSIONS WITH FIXTURE CUT WF-0004 23 PERIMETER WALL-SURFACE MOUNTED GRID 8'-0"H FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS O G RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE "' t SHEETS PROVIDED.NOTIFY OPM WITH ANY DISCREPANCIES.GC TO COORDINATE FINAL INSTALLATION IN FIELD AS REQUIRED(TYP. WF-0005 4 PERIMETER WALL-SURFACE MOUNTED GRID 8'-0"H(ENDS) FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G CONDITIONS ! IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY m L J THROUGHOUT) SIGNATURE AND SEAL. CD r ' WF-0006 64 PERIMETER WALL-SHELVES FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G Cs! INDICATES 30"x 48"CLEAR FLOOR SPACE FOR WHEELCHAIR. Q BACK-OF-HOUSE SHELVING BY VENDOR TO BE DESIGNED AND ANCHORED A5 REQUIRED BY CODE. GC TO VERIFY FINALDIMENSIONS tiE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, N REQUIRED WITH FIXTURE CUT SHEETS PROVIDED NOTIFY OPM WITH ANY DISCREPANCIES. G.C.TO COORDINATE FINAL INSTALLATION IN FIELD AS WF-0007 128 PERIMETER WALL-SHELF BRACKETS FOH VERA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G AS THE ARCHITECT DO NOT CONTACT THE IS NOT INVOLVED IN BIDDING! ci, WE-0008 162 PERIMETER WALL-GRID BRACKETS FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G Q L. J 6 EXISTING FIXTURES TO REMAIN,NO CHANGE/ WE-0010 8 PERIMETER WALL-BAY DIVIDERS FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G PROJECT INDICATES INTERNATIONAL SYMBOL FOR WHEELCHAIR o WASHINGTON SQUARE m t ,,, WITH 5'-0"TURNING RADIUS CLEARANCE G.C.TO RELOCATE SALVAGED SHELVES FROM FLOOR FIXTURE TO THIS LOCATION. WF-0012 4 PERIMETER WALL-END PANEL FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G $ G.C.TO INSTALL NEW SAFE,BOLT TO FLOOR. WF-0013 8 PERIMETER WALL-DIVIDER CLIPS FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS ° G TENANT SPACE (G-47) c, 'WF"0014 7 GM INSERT ASSEMBLY FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS C' G bVF-)015 14 SURFACE MOUNTED GRID 81"H FOR VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G 9585 S.W. WASHINGTON SQUARE R D. WF-0016 42 SHELF-OAK FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G PORTLAND, OR 97223 O WF-0008 84 PERIMETER WALL-GRID BRACKETS FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 0 2, DRAWING TB-0011 48 MERCHANDISE CUBBIES-OAK FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G Col TB-0003 36 MERCHANDISE CUBBIES GLASS DOOR KIT FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G FFE & SIGNAGE FLOOR PLAN 0 TB-0010 19 MERCHANDISE TABLES-OAK FOH VIRA.INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G as FF-0016 3 SINGLE PRODUCT FIXTURE-OAK FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G u_ FF-0017 2 GIFT CARD FIXTURE-OAK FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G • Q FF-0018 1 IMPULSE FIXTURE END-OAK FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 G N 1- FF-0019 4 IMPULSE FIXTURE�CENTER-OAK FOH VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 0 08/09/2019 Lu v SEAL DATE Lu o FF-0013 2 TELEVISION MOUNT POP-UP&FIRE TV MOUNT VIRA INSIGHTS •SEE VENDOR SHOP DRAWINGS •REFER TO INSTALLATION INSTRUCTIONS 0 0 NI o PC-0004 3 PRICE CHECK STATION FOE V1RA INSIGHTS •SEE VENDOR SHOP DRAWINGS •FREE-STANDING UNIT,DOES NOT ATTACH TO WALL OR FLOOR.PLUGS INTO AN ELECTRICAL OUTLET. 0 G {.ED A h� PROJECT NO. 1519820-00 N 1� U `w SC-0002 1 TELEVISION DEVICE WALL(FIRE TV) LG •OLED55C8P 0 G �(, �t SCALE cel ca SC-0003 1 TELEVISION POP-UP LG •32LK540BPUA 0 G ti I '. AS NOTED co 0 o > I SC-0004 1 TELEVISION STOREFRONT SAMSUNG •PM55F 0 G DWG NO. 4UCC BAR A- I IX LAMINATE PANEL SHORT(FOR MERCHANDISE TABLE LISTED o p DV-0003 2 ABOVE P05 AREA-DEVICE DISPLAY VIRA INSIGHTS •WILL BE SHIPPED WITH ATTACHMENT HARDWARE AND INSTALLATION INSTRUCTIONS. 0 G KS (_�7 oo •30"x 18-41/64"x 28'2-DRAWER HL10000 �1� �j` o �, DV-0004 4 DEVICE CUBBIES W/LOCKS POS AREA-DEVICE DISPLAY GRAINGER 0 G of oR N m SERIES FILE CABINET,BLACK,14971 CO SIGNED 08!2712019 CAD FILE NO. ,-, @ 2 MERCHANDISE TABLES-OAK POS AREA-DEVICE DISPLAY VIRA INSIGHTS •POWER STRIP TO BE PROVIDED BY VENDOR 0 G • w J GENERAL NOTE: MECHANICAL LAYOUT FOR REFERENCE ONLY,SEE MECHANICAL DRAWINGS FOR MORE INFORMATION: m 0 BB , , © o amazon , : • • 36' 1" 26' 2" Nirtimarrer , , ---- -...0 I . <..) it 0 �...:_ J... J.. .. ,.-._' ..... ........_:; ,.,.....^^1 I, ...... `�l .. ...:.,.x .....-.-,. ....,.,. ___._.., y i 1 — } I �........ ,> ‹ 13'6" �... 12'0" . 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I TPG \rchitecture , _. ,‘_:, ,...,. . . — .._ , • . 0 , • • EGRESS HALLWAY 102 • TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 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 ATTORNEY'S 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. IN ASSOCIATION WITH ARCHITECT: R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT 1 I REFLECTED CEILING PLAN SCALE: 3116 = 1'-0" RHS2@SWEERSARCH.COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM LEGEND LEGEND (CONT.) MASTER SCHEDULE RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE a CONDITIONS / IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY SYMBOL I DESCRIPTION SYMBOL I DESCRIPTION SIGNATURE AND SEAL. °' DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, o C4. INDICATES CAMERA,DIRECTIONAL CEILING MOUNTED GENERAL NOTE: (NI ,�%/ j/, INDICATES AREA WITH DROP CEILING . ALL MECHANICAL DUCTWORK AND SPRINKLER BRANCH AND HEADS TO REMAIN (NO CHANGE). REFER AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! r INDICATES AREA WITH HARD CEILING INDICATES CAMERA,DIRECTIONAL WALL MOUNTED TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION, PROJECT °7 I . I ALL PRICE TAG GATEWAY: HEIGHT TO MATCH EXISTING WAP WASHINGTON SQUARE o INDICATES AREA WITH OPEN CEILING INDICATES MOTION DETECTOR,WALL MOUNTED • 15 0 I TENANT SPACE (G-07) @ INDICATES CEILING MOUNTED DEDICATED DUPLEX OUTLET no INDICATES MOTION DETECTOR,CEILING MOUNTED 9585 S.W. WASHINGTON SQUARE RD. Z '""� INDICATES WIRELESS ACCESS POINT BEV INDICATES CAMERA, 180 DEGREE CEILING MOUNTED,BI PORTLAND, OR 97223 Q AP-A7-XX J z W$ INDICATES WIRELESS SENSOR PLAN KEY NOTES DRAWING J AP-W$-XX U i INDICATES SPEAKER p EXISTING CEILING,LIGHTS,AND DEVICES OF ALL AREAS N.I.C.TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION REFLECTED CEILING PLAN o (TYP.THROUGHOUT) w x INDICATES AIR SUPPLY DIFFUSER 1110 REMOVE(E)CAMERA AND INSTALL NEW GATEWAY ON EXISTING MOUNT GC TO USE EXISTING MOUNTING.NEW(2)CABLE HOMERUN TO w / NETWORK CABINET IS REQUIRED.GC/EC TO COORDINATE WITH OPM FOR AMAZON BLUE BADGE ON SITE FOR LANDING IN PATCH PANEL. CC INDICATES AIR SUPPLY RETURN DIFFUSER M ¢ ALL EXISTING CEILINGS,EQUIPMENT,AND STRUCTURE TO REMAIN.GC TO PROTECT THROUGHOUT DEMOLITION AND CONSTRUCTION. a; CLEAN CEILING AS NECESSARY. c) o ElPRICE TAG GATEWAY w oi PT-XX 400 BUSTRUT DISPLAY GRID AT STOREFRONT,REFER TO ENLARGED DETAILS ON SHEET A-211 FOR MOUNTING INFORMATION.REFER TO SEAL DATE 08/09/2019 _ ,- MANUFACTURERS INSTRUCTION FOR MOUNTING&INSTALLATION.COORDINATE FINAL LOCATIONS IN FIELD WITH DIMENSIONED PLAN. 0€o NOTIFY OWNER&ARCHITECT OF ANY UNFORESEEN ISSUES PRIOR TO INSTALLATION.REFER TO GENERAL NOTES,AND ELECTRICAL PROJECT NO, DRAWINGS FOR ADDITIONAL INFORMATION. ,S.. 9 1519820-00 Ake 1519$20-00 vi ai GC TO PATCH AND REPAIR EXISTING GYPSUM BOARD SOFFIT AND A.C.T.CEILING AS A RESULT OF LIGHT FIXTURE DEMOLITION.FINISH TO �C.; ',rte SCALE AS NOTED 04 io w p MATCH EXISTING.REFER TO FINISH SCHEDULE FOR MORE INFORMATION. z > t • DWG NO. EXISTING CEILING SOFFIT TO REMAIN(NO CHANGE) E �• ) - ■ , t ali �I 1-1-I MI EXISTING RCP DEVICES,CAMERAS,WAP,WS,MOTION SENSORS,AND SPEAKERS TO REMAIN(NO CHANGE)UNLESS OTHERWISE NOTED. ``�.' .. � *[ '. A-131 CO 0 TlhKS cp N m �OFO . ) rn a($ CAD FILE NO. SIGNED 08127/2019 rn D� N 3 0 0 m mBBCO0 4amazon .............. 5'-6. 6'-6" 19'3" 12 0 2'4" if I I —- • - - - 0 III AIn .II 4n Il Si) Ua IIIN fT I I - .,. A-301 111 +4. ... I ; I t . IN r • (yW • - I / '] k J {7EE€ "e. € _ , - i I i. � I AF 1 r\ ' . .. . . ... , ; !-, - - !-:: - -i- I Il I J I • kI es f. E - :1 I I MDF ROOM , 105 I i • � � I + IW' 1a1 i E AREA � i 10! 0' r :3.""".:^^^^^^t♦-- - -_.. „ ' is f •3 ; \/ � .a, .��— `.. /I is RESTROOM �,{ ,` \-1,\`' ..'t f � € 104 ; 1 ,.L _,____ , . 4. v y -,7`----^`^ r , 1111111 hFiiiIYIlYl111111 llJli IkWII11111 11111111WIJiYIIYiJIhhIIh I I \i`I'- N. 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IN ASSOCIATION WITH ARCHITECT: • R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT 1 I POWER AND COMMUNICATION FLOOR PLAN SCALE: 3116 = 11-0" RHS2@SWEERSARCH.COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM LEGEND PLAN KEY NOTES RESPONSIBILITY CONDITIONS / IMPROVEMENTS, ORANY DOCUMENT WHICH THE EXISTING BUILDING, RDO N UCTION T B AR MY aOR SITE ' SIGNATURE AND SEAL. co SYMBOL DESCRIPTION SYMBOL I DESCRIPTION ,<NI– 0 REFER TO START POINT FOR DIMENSIONING AND LAYOUT OF PLANS. DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, ti "" 0 INDICATES NEW WALL MOUNTED DUPLEX OUTLET tq INDICATES AUDIBLE HORN DEVICE, LENEL © OUTLET LOCATION FOR PERIMETER FIXTURE POWER LOCATED ON WALL 2"AFF ORIENTED HORIZONTALLY.COORDINATE LOCATION AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! a MOUNTED AT 15"A.F.F.,U.O.N. "'"� IN FIELD WITH MILLWORKER PRIOR TO INSTALLATION OF PERIMETER SHELVING AND FLOOR BASE.REFER TO ELECTRICAL 6 INDICATES NEW WALL MOUNTED QUADRUPLEX OUTLET INDICATES AUDIBLE HORN DEVICE, BOSCH DRAWENGs FOR POWER REQUIREMENTS PROJECT `1 MOUNTED AT 15"A.F.F., U.O.N. �_ WASHINGTON SQUARE a INDICATES NEW WALL MOUNTED OUTLET ON DEDICATED CIRCUIT OP LOCATION OF FLOOR BOX TO WHIP CONVERSION.REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION MOUNTED AT 15"A.F.F.c_D ,U.O N. INDICATES CAMERA, DIRECT#ONAL CEILING MOUNTED TENANT SPACE (G-07) INDICATES NEW WALL MOUNTED GROUND FAULT INTERRUPT(GFI)ELECTRICAL OUTLET INDICATES CAMERA,DIRECTIONAL WALL MOUNTED z GFI PROVIDE AT ALL WET LOCATIONS -ID" INDICATES S.W. WASHINGTON SQUARE RD. CC 0 INDICATES WALL 1 CEILING MOUNTED JUNCTION BOX © INDICATES MOTION • DETECTOR,WALL MOUNTED PORTLAND, OR 97223 a ESI INDICATES FLOOR MOUNTED JUNCTION BOX DUPLEX RECEPTACLE nn INDICATES MOTION DETECTOR,CEILING MOUNTED DRAWING IrINDICATES CAMERA, 180 DEGREE CEILING MOUNTED,BI DATA & SECURITY FLOOR PLAN lil INDICATES FLOOR RECESSED DUPLEX RECEPTACLE OBI til 023 < INDICATES FLOOR RECESSED MOUNTED PULL FOR FUTURE DATA Q 1– o F INDICATES POWER&DATA FOR FUTURE USE Tr a co clo Q NETWORKED LINE w SEAL DATE Q810912019 o ® LOW VOLTAGE LINE N tig AiArc, PROJECTNO. 1519820-00 RESTRICTED NETWORKED LINE ti �a SCALE AS NOTED m "' FUTURE NETWORKED LINE ii,I DWG NO. DOOR BELL AND CHIME ""WfiliWPr fri' A-I 41 ❑g -0 WALL MOUNTED , lc, a DOOR CONTACT ��� RCF KS Q OF O Ocs, OD °CDOOR CONTACT-CONTROLLED ALARMED DOOR in SIGNED 08/2712019 I o� CAD FILE NO. it.7,- O CEILING MOUNTED OUTLET Y 3 TYPICAL CEILI GRID PROVIDED BY v / .3.um a go ETD BUSSTRUT %%//,//./,// /////////// /// %ff,, O O <,................... I I B.O.BUSSTRUTEXISTING FACADE TO REMAIN(NO ------• ELEV:11'-6"AFF 0- CHANGE).SHOWN FOR REFERENCE ONLY BUSSTRUT SOFFIT ATTACHMENT,GC TO r 7, �/////1�, //J , PROVIDE BLOCKING,PATCH z AND REPAIR SOFFIT AS _$ B.O.STOREFRONT SOFFIT _ /I/ /// r REQUIRED 11'-0" - - 1 h 1 r • i - / I II SIGNAGE MOUNTED TO _$B.O.BUSSTRUT I I I BUSSTRUT SYSTEM 10'-91/4" - - - -Ir - II A - A-211 I r I--I • I I • 1 • Is GC TO COORDINATE BUSSTRUT A I BUSSTRUT DISPLAY GRID AT STOREFRONT SCALE: NTS ATTACHMENT TO EXISTING SOFFIT I DECK I PER MANUFACTURE'S RECOMMENDATION LJ DIGITAL MONITOR MOUNTED TO BUSSTRUT.REFER TO • MANUFACTURER'S DRAWING FOR o MORE INFORMATION. EXISTING GRADE 11— .1711 0,-0" - - — PERMIT SET 08/09/19 SAC 1 I STOREFRONT SECTION AT STOREFRONT DISPLAY SCALE: 1/2" = 1'-o" PROGRESS SET 08/05/19 SAC 12-0" NO. REVISION DATE BY / V-61" 1'61" '' • (4)EYENUT CONNECTIONS AT ALUMINUM TUBE ' 2 A' 8'-11" �, 2 FRAME.GC TO COORDINATE ATTACHMENT TO PROJECT MANAGER: / 4 STRUCTURE ABOVE.PROVIDE CEILING HANGING WIRE �— ,8'241/4_ - OR i"0 METAL ROD(NYC) TPG ,,, \rjIi itec ure , " o _ _ _ _ _ _ _ _ B.O.SOFFIT 10'-3"A.F.F.V.I.F. 12'-0" TPG ARCHITECTURE, LLP L1 T� ----- ----- i 131 PENN PLAZA I 1'-61" 1,61"2 132 WEST 31ST STREET,5TH FLOOR,NEW YORK, NY 10001 2 8'-11" 212.768.0800 I TPGARCHITECTURE.COM N — i 1-1/4"0 ALUMINUM TUBE FRAME IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN I I ASSEMBLED BY GC I � 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 ATTORNEY'S FEES, ARISING OUT OF, L1 LJ o - - 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. 9,-1" 9'-1" (4)EYENUT CONNECTIONS AT ALUMINUM TUBE FRAME.GC TO IN ASSOCIATION WITH ARCHITECT: COORDINATE ATTACHMENT TO STRUCTURE ABOVE. R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT RHS2@SWEERSARCH.COM At— - THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE m CONDITIONS/ IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY Co SIGNATURE AND SEAL. 2 I BUSSTRUT DISPLAY TRACK AT STOREFRONT SCALE: NTS 4 I HANGING SIGNAGE FRAME SCALE: 1/2"= 1'-O" o, DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, ZS AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! r- `6 0) PROJECT a WASHINGTON SQUARE TENANT SPACE (G-07) 9585 S.W. WASHINGTON SQUARE RD. i' 11'-3" z f PORTLAND, OR 97223 g 5'-5" 5'-7" DRAWING . �' �' Lu \ N. rT - T1 z 11--- ---- ---- STOREFRONT SECTIONS LL & ENLARGED DETAILS Lu cc _o I- m N , r Q Ni N � -sem N ' I ~Lu cr, i I J I SEAL DATE 08/09/2019 w � ----- - ,.._,Si) ��, NI N `� ,• Ll 1J aF,D A PROJECT NO. 1519820-00 0 •• N o tif� SCALE AS NOTED o ) . � co▪ ) • DWG NO. {: A-211 oO RS 0 CJa OF O., G � CAD FILE NO. ;r, SIGNED 08/27/2019 , 3 I BUSSTRUT LARGE MARKETING SIGN AT STOREFRONT SCALE: NTS • 3 1 ELEVATION KEY NOTES Q CASEWORK AND SHELVING BY CASEWORK VENDOR agnago MI O AREA OF WALL ATTACHMENT.SEE A-111 FOR MORE INFORMATION. O LINE OF CEILING SOFFIT ABOVE. (T) LINE OF EXISTING DECK/STRUCTURE ABOVE. O © O DEVICE WALL TRIM PROVIDED BY FIXTURE VENDOR. 1 Ir— —1I _ L COf. I 4 71 1 ' , „, - - ',, , , : _ - 1,,,7- -, - ,-,1:-.. 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REVISION DATE BY I ELEV:5-8"AFF _: _. = PROJECT MANAGER: .._.. __-'_ _ _ �' -- _F'"-r- : - a �...,...�_ .y ._-, - - __y_�_ C.L.OUTLETS • - I [ ❑ I' l I (a) o� I ELEV:5'-1"AFF PGchitecture 3 _ I L J TPG ARCHITECTURE, LLP _ 31PENN PLAZA 132 WEST 31ST STREET,5TH FLOOR, NEW YORK, NY 10001 212.768.0800 I TPGARCHITECTURE.COM 1 3 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 ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, 2SCALE: NTS OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED I FIRE TV MOUNTING DETAIL BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. IN ASSOCIATION WITH ARCHITECT: R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT RHS2@SWEERSARCH.COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE co CONDITIONS/ IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY ai SIGNATURE AND SEAL. o DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, `V CV AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! N = PROJECT a hi tri 0 WASHINGTON SQUAB E TENANT SPACE (G-07) 9585 S.W. WASHINGTON SQUARE RD. PORTLAND, OR 97223 LI- „; DRAWING 0 I INTERIOR ELEVATIONS - FOH � 7,r; SEAL DA TE ILI Li, 08/09/2019 • o �.o$D Q i, PROJECT NO. 1519820-00 Q• o ��� 0.�f� SCALE AS NOTED . 0 Z � eirt � �_ N �Ir ...* a DWG NO. w �, t _ • A-301 co •`' KS C� O• CO ��OF Ogg N m CAD FILE NO. co SIGNED 08/27/2019 • cu rnco C 6" l amazon f 12-1�• 44111111111.1111110. i is.Wale ,. •NORM•mwom ,. ..n.' (..BH-0011) (BH 0011) (BH-0011) (BH 0007) / I \ , u . . 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Iiiii PROJECT MANAGER: \rchitecture TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 I TPGARCHITECTURE.COM A I ENLARGED BOH PLAN SCALE: 318" = 1'-0° IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN I AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT BOH FIXTURE SCHEDULE 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 ATTORNEY'S FEES, ARISING OUT OF, ID I #UNITS I DESCRIPTION I LOCATION I MANUFACTURER I MODEL# I REMARKS I F I I OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED .� -,.,..e ,'- 10-ie i ev _ BY TPG ARCHITECTURE LP UNDER THIS AGREEMENT UP-00011 SAFE 3OI- CORSON BI ILT,NC. B 272120 20 ASMK NS R3012G GC TO BOLT TO FLOOR I 0 I IN ASSOCIATION WITH ARCHITECT: , I I R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT - RHS2@SWEERSARCH.COM vID I#UNITS' DESCRIPTION I LOCATION I SUPPLIER I SPECIFICATION I NOTES I F I I THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM cn RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE CONDITIONS / IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY 0 18"D WALL MOUNTED GONDOLA- •37 318"W X 96 1I4"H X 20114"D • REFER TO INSTALLATION INSTRUCTIONS 0 G SIGNATURE AND SEAL. N BH-0007 STARTER BOH MADIX a 18"D DOUBLE SIDED GONDOLA DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, BH-0009 1 STARTER BOH MADIX • 38 118"W X 96 718"H X 40"D • REFER TO INSTALLATION INSTRUCTIONS 0 G AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! 0 PROJECT Ei BH-0010 1 18"D DOUBLE SIDED GONDOLA BOH MADIX •36"W X 96 718"H X 40"D • REFER TO INSTALLATION INSTRUCTIONS 0 G ADD-ON WASHINGTON SQUARE o BH-0011 13 18"D WALL MOUNTED GONDOLA BOH MADIX • 36"W X 96 114"H X 20 114"D • REFER TO INSTALLATION INSTRUCTIONS 0 G TENANT SPACE (G-07) z ADD-ON o BH-0012 1 18"D SINGLE SIDED GONOLDA BOH MADIX •3$ 118"W X 97 112"H X 21 318"D • REFER TO INSTALLATION INSTRUCTIONS O G 9585 S.W. WASHINGTON SQUARE RD. STARTER w CC PORTLAND, OR 97223 Z BH-0013 2 18"D SINGLE SIDED GONOLDA-ADD-ON BOH MADIX •36"W X 97 1/2"H X 21 318"D •REFER TO INSTALLATION INSTRUCTIONS 0 G DRAWING ui ENLARGED BACK-OF-HOUSE PLAN 0 0 Y Q O] OQ v w SEAL DATE 08/09/2019 cocz, 1 N N ��-O D ASC PROJECT NO. 1519820-00 Q co N co ��j j� SCALE AS NOTED 0 z a, ItistarstitI w . DWG NO 0w I CC - A-504 D co 0 c . �L OF O# Cm 1 Cg SIGNED 08/27/2019 CAD . 3 TYPICAL PARTITION TYPES ___ _ �: I I r% EXISTING DECK TO REMAIN(VLF.) Ai a iii azo mgr �, , ~ .� T.O.SOFFIT ELEV: 10'-0"A.F.F. 0- 41! , _.. d';, f a ! __ — — - =! ' — , ,,. . EXISTING SOFFIT TO REMAIN. FINISH AS ..- _._._f-. :„ziESI 4 r SEE INSTALL DRAWINGS -- I ' i SCHEDULED • • /1)//- ..._..� - ..:' _ _ _ _ � _ s � - - - U.S.OSOFFIT0- - - - - - - - - - - - - - - - 7777777777 - - TOP OF GYP.REVEAL // ELEV:8'3"A.F.F. �i ' ELEV:8'-3"A.F.F. 0- t �//, ll 1 "' PAINT BACKWALL BEHIND PERMIETER eie. ; SHELVING AS SCHEDULED.(P-4) tti 1 GYP.BD.AT IMEE CORNERSDE GYP. D. GC TO I i 1 (1)LAYER OF 314"F.R.T.PLYWOOD AND ...fc, ; PROVIDE AND INSTALL 1"x 1" _, Ii 1 z L___._______,.------------ 1 (1)LAYER OF 518"TYPE'X'GYPSUM BOARD im1 ATED ALUUM1 ARD FROMP OF o 1 INSTALLED OVER EXISTING FRAMING UP TO • ` 1 f' 1 8'3"AFF TOP1 HEARD zo ..:c , ! 1 PERIMETER FIXTURES IN SALES AREA. GCV 1 TO GYP.$D.REFER TO FINISH E z TO LAYOUT TOP OF PLYWOOD TO BE 8 3 PLANS FOR LOCATION AND FINISH < o I'i AFF.GC TO COORDINATE FINAL MOUNTING , ; 1 SCHEDULE FOR ADDITIONAL REQUIREMENTS DIRECTLY WITH VENDOR ! i' INFORMATION. Li ./..c;-L AND OWNER'S REP. IN FIELD AND ASSIST !II ! I j ' WITH FINAL INSTALLATION AS NECESSARY. i 14 1 ci (//.i t� LL, O - /f ' I DEMISING WALLS ARE EXISTING TO 1 REMAIN.GC TO MAINTAIN INTEGRITY AND I' zo ill o co i i� EXISTING FIRE RATING.VERIFY 1 p . ' CONDITIONS IN FIELD. NOTIFY OWNER& e , 1 a o ARCHITECT OF ANY UNFORESEENe i vo �; 5 CONDITIONS0 AR r OF TY' ' ' 1 J - PROVIDERE RESISTANT"GREEN YPS M b•A' ,� MOISTURE-RESISTANT iLl a /XiI BOARD"IN LIEU OF STANDARD GYP. WITH P T F IS co w BOARD WHERE PARTITION BORDERS WET RE11k�7F ' Y 9OD = • 'D) za , ... LOCATIONS NOTED IN PLAN. 1 a "' '( WF-0003 ) - o a l •----- ( WF-0004 ) ri7// i EL WF 0005 cc .:' .�:: CWF-0012p CWF-0006 ) r i s ( WF 0007 ) �� /1 ./ i j - e3 s 1 (WF-0008 ) 1 5 •.1 0 ' /I " ° - ,, ," .,_ _. ` - TOP OF BASE0- `` 16 . ._ `.. ._ "- . == "^ ELEV:0'3"A.F.F. % M o � FINISHED FLOOR / / / / FINI HED FC1'0- ELEV:0'0"A.F.F. } - /. / �a , ./.. / ,////11 S FLOOR a .. Y a • ELEV:0'-0"A.F.F. OUTLET LOCATION FOR PERIMETER ATE SIMILAR TO PARTITION TYPE 1,BUT GC TO INSTALL F.R.T.PLYWOOD UP TO 8'-5"AFF IN BOH _ FIXTURE POWER LOCATED ON WALL "AFF ..-. W`-. -� "�"' 11- OVER EXISTING PARTITION,AS INDICATED ON CONSTRUCTION PLAN. ORIENTED HORIZONTALLY.COORDINATE ///' LOCATION IN FIELD WITH MILLWORKER VARIES AT END PIECE PRIOR TO INSTALLATION OF SHELVING AND SIMILAR TO PARTITION TYPE 1,BUT GC TO INSTALL F.R.T.PLYWOOD AND "GYP. BOARD s FLOOR BASE. NOTCH FLOOR BASE AS 1 B OVER EXISTING STUD FRAMING.NO SOFFIT ABOVE. ' -- • 1"TYP• NEEDED.PAINT EXPOSED CONDUIT AND ' ---1 — OUTLET FN-0024 12"TAP-IN STYLE SHELF BRACKETS BY • MILLWORKER. PERMIT SET 08/09/19 SAC 1 I PARTITION TYPE 1: FIXTURE 1 AT DEMISE SCALE: 314" = 1'-0" A l ELEVATION DETAIL: FIXTURE ! AT DEMISE SCALE: 314" = 11-0" PROGRESS SET 08/05/19 SAC NO. REVISION DATE BY PROJECT MANAGER: Tpa ii,jr.c � ec ure TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 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 ATTORNEY'S 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. IN ASSOCIATION WITH ARCHITECT: R H SWEERS II, PROPRIETOR RH SWEERS ARCHITECT RHS2@SWEERSARCH.COM THIS DRAWING HAS BEEN PREPARED UNDER MY SUPERVISION,AND I DISCLAIM 2 RESPONSIBILITY FOR THE EXISTING BUILDING, CONSTRUCTION OR SITE • CONDITIONS / IMPROVEMENTS, OR ANY DOCUMENT WHICH DO NOT BEAR MY SIGNATURE AND SEAL. o, o DO NOT CONTACT THE ARCHITECT FOR BIDDING INFORMATION OR QUESTIONS, N ti AS THE ARCHITECT IS NOT INVOLVED IN BIDDING! N = PROJECT a cli WASHINGTON SQUARE 0 TENANT SPACE (G-07) 9585 S.W. WASHINGTON SQUARE RD. w PORTLAND, OR 97223 z DRAWING 0 Et TYPICAL PARTITION DETAILS eLJ Q EL E, , O Q c0 0 g N w ai SEAL DATE IA 08/09/2019 N1 a PROJECT NO. a � � gED A�C� 1519820-00 r 4r� s f, SCALEcso AS NOTED VDI z > -•- , • zo1 r . ifirw � w1 ' 1r0,o € -: r. .-,.,T, 1 E • 6• c, 'KS o CP • �oF o$ N c] co QJ -D CAD FILE NO. SIGNED 08/2712019 "-• �y Y 3 DESIGN CODES AND LOADING: ALL SECTIONS SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE FOLLOWING OREGON SPECIALTY STRUCTURAL CODE (2014 EDITION) REQUIREMENTS: 97, 68 4 54 MIL. THICKNESS (GAGES 12, 14 t 16) ---- ASTM A-653 GRADE D, YIELD 50 SCOPE OF WORK: KSI, Fu= 65K5I RACK/SHELF ANCHORAGE 43, 33 t 27 MIL. THICKNESS (GAGES 18, 20 it 22) ---- ASTM A-635 GRADE A, YIELD 33 iL B1 - 1; g 11 01 =KSI, Fu= 45K51 LIVE LOADS: FLOOR: 100 PSF ALL TRACKS, BRIDGING, STRAPS ETC. ARE TO BE FORMED FROM STEEL OF THE SAME THICKNESS AS THE STUDS OR JOISTS TO WHICH THEY ARE ATTACHED, U.N.O. LATERAL LOADS: SEISMIC: Ss= 0.995, S1= 0.429, Sds= 0.731, SdI= 0.449, Ie= 1.0 METAL STUD DESIGNATION IS THUS: . OCCUPANCY CATEGORY II '600' - MEMBER DEPTH IN 1/100 INCH (6") SEISMIC SOIL SITE CLASS D '5' - STYLE OF MEMBER (S = STUD/JOIST, T = TRACK, U = CHANNEL, F = FURRING SEISMIC DESIGN CATEGORY D CHANNEL) SEISMIC COEFFICIENT, Fp = 0.219 x Wp '162' - MEMBER FLANGE WIDTH IN 1/100 INCH (1.625" = I-5/8") RESPONSE MODIFICATION FACTOR, Rp = 2.5 ... . '54' - MINIMUM STEEL THICKNESS IN MILS (54 MILS. = 0.054", OLD DESIGNATION OF 16 GA.) GENERAL: SPECIAL INSPECTIONS: THE OREGON SPECIALTY STRUCTURAL CODE AND STANDARDS SHALL GOVERN ALL MATERIALS GENERAL REQUIREMENTS: AND WORKMANSHIP. ALL SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE 2014 O55C, CHAPTER 17. tAJE:!:J I ---z--- ALL TEMPORARY SHORING OR BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE = DRAWINGS REFLECT THE FINAL FINISHED CONDITION OF THE STRUCTURE. ALL INSPECTIONS AS REQUIRED BY SECTION 110 OF THE 2014 OSSC ARE REQUIRED. 202 WEST 40TH ST, 14TH FL INSPECTIONS SPECIFIED IN THESE NOTES ARE IN ADDITION TO THESE INSPECTIONS. NEw YORK, NY 10016 - THESE DRAWINGS ARE NOT INTENDED TO SHOW EACH AND EVERY CONDITION, BUT INDICATE CITY INSPECTION IS NOT A SUBSTITUTE FOR SPECIAL INSPECTION. 212 203-4574 / 1NF0@AU-ENG.COM THE GENERAL CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY DETAILED, SIMILAR JOB NO: 18288 CONDITIONS SHALL BE USED AT THE DISCRETION AND APPROVAL OF THE ARCHITECT AND ANY WORK WHICH HAS BEEN COVERED BUT NOT PROPERLY INSPECTED BY THE SPECIAL ENGINEER. INSPECTOR AND/OR THE CITY INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. THE CONTRACTOR IS RESPONSIBLE FOR ALL JOB SITE SAFETY AS WELL AS ALL MEANS, WHERE SPECIFICALLY REQUIRED, CONTINUOUS INSPECTION IS REQUIRED DURING THE METHODS, AND SEQUENCES OF CONSTRUCTION TO SAFELY PERFORM THE WORK. AVE PERFORMANCE OF THE WORK. THIS MAY BE A REQUIREMENT OF THE BUILDING CODE / LOCAL ENGINEERS HAS NO EXPERTISE IN NOR HAS BEEN RETAINED TO PROVIDE REVIEW OF THE JURISDICTION OR THE MANUFACTURER. CONTRACTORS SAFETY PRECAUTIONS AS THEY RELATE TO THE CONSTRUCTION OF THIS PROJECT. THE SPECIAL INSPECTOR MUST BE CERTIFIED TO PERFORM THE TYPES OF INSPECTION IF ANY ERROR OR OMISSION APPEARS IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER SPECIFIED AND SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING OF SUCH OMISSION OR OFFICIAL. ERROR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL RESPONSIBILITY FOR THE THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING AND INFORMING THE SPECIAL INSPECTOR COST TO RECTIFY SAME. VERIFY AND COORDINATE OPENINGS IN FLOORS, WALLS AND ROOF OR CITY INSPECTOR AT LEAST ONE WORKING DAY BEFORE THE WORK IS TO BE PERFORMED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS. UNLESS OTHER CONDITIONS ARE AGREED UPON. THE ARCHITECTURAL DRAWINGS SHALL BE REFERENCED FOR WALLS, FINISHES AND REQUIREMENTS OF THE SPECIAL INSPECTOR: DIMENSIONS. DIMENSIONS PROVIDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE THE SPECIAL INSPECTOR MUST WORK UNDER THE SUPERVISION OF A OREGON LICENSED CIVIL ONLY AND SHALL BE VERIFIED BY THE ARCHITECTURAL DRAWINGS. ENGINEER. DRAWINGS ARE NOT TO BE SCALED. THE SPECIAL INSPECTOR MUST PERSONALLY BE FAMILIAR WITH THE DRAWINGS AND MUST - POST INSTALLED ANCHORS: PERSONALLY OBSERVE ALL OF THE WORK REPORTED ON. MASONRY INSTALLATION: U.N.O., INSTALLATION SHALL BE IN GROUTED CELLS ONLY. IF THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT EMBEDMENT MUST BE PROVIDED IN AN UN-GROUTED CELL, NEW GROUT SHALL BE ADDED AT AND ENGINEER. ANY DISCREPANCIES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THAT CELL EXTENDING TO THE HORIZONTAL BOND BEAM BELOW. ONE EMBEDDED ITEM ONLY THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING PER GROUTED CELL IS ALLOWED AND NO EMBEDDED ITEMS ARE ALLOWED WITHIN 8" OF A DEPARTMENT AND ENGINEER. FREE EDGE. THE FINAL REPORT SHALL BE SIGNED BY A OREGON LICENSED CIVIL ENGINEER AND SHALL HILTI HIT HY-70 (ICC ESR-2682) OR APPROVED EQUAL SHALL BE USED FOR GROUTED STATE THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND MASONRY CONSTRUCTION, POWERS T308+ EPDXY (ICC ESR-3149) OR APPROVED EQUAL SHALL SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF OSSC. BE USED FOR UN-GROUTED MASONRY CONSTRUCTION, AND POWERS PEI000+ EPDXY (ICC • ESR-2583, LARR-25849) OR APPROVED EQUAL SHALL BE USED FOR CONCRETE CONSTRUCTION SPECIFIC SPECIAL INSPECTIONS REQUIRED: PERMIT SET 08/09/19 SAC WHERE EPDXY GROUT IS SPECIFIED, U.N.O ON PLANS OR IN DETAILS. PROGRESS SET 08/05/19 SAC ALL EXPANSION BOLTS. MANUFACTURER'S RECOMMENDATIONS AND ICC REPORT SHALL BE FOLLOWED DURING THE NO. REVISION DATE BY PREPARATION AND INSTALLATION OF ALL GROUTED BOLTS, RODS AND REINFORCING BARS. DISCLAIMER: THESE DOCUMENTS AND THE DESIGN ARE SPECIFIC TO THIS PROJECT ONLY AND MAY NOT BE PROJECT MANAGER: POWERS POWER-STUD+ SDI (ICC ESR-2966, LARK-25864) OR APPROVED EQUAL FOR MASONRY REUSED IN ANY WAY WITHOUT WRITTEN APPROVAL OF AUE. IT 15 OUR INTENT THAT THIS ■ CONSTRUCTION AND POWERS POWER-STUD+ 5D2 (ICC ESR-2502, LARR-25831) OR APPROVED DESIGN MEETS THE NORMAL STANDARD OF CARE WITHIN THIS INDUSTRY. NO OTHER c ec u re EQUAL FOR CONCRETE CONSTRUCTION SHALL BE USED WHERE EXPANSION BOLTS ARE WARRANTY IS PROVIDED OR IMPLIED. TPG SPECIFIED, U.N.O. ON PLANS OR IN DETAILS. NO REINFORCING SHALL BE CUT TO INSTALL ANCHORS. DEFECTIVE OR ABANDONED HOLES TPG ARCHITECTURE, LLP SHALL BE FILLED WITH NON-SHRINK GROUT THAT AS A MINIMUM MATCHES THE ADJACENT 31 PENN PLAZA CONCRETE/MASONRY STRENGTH. 132 WEST 31ST STREET,5TH FLOOR, NEW YORK, NY 10001 212.768.0800 I TPGARCHITECTURE.COM SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ALL POST INSTALLED ANCHORS. IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN STEEL STUDS AND JOISTS: AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE GENERAL REQUIREMENTS: LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND STEEL STUD MANUFACTURERS ASSOCIATION, LATEST EDITION SHALL GOVERN FOR ALL STEEL COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, STUDS t JOISTS SPECIFIED. OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED DEPTH, GAUGE, AND SECTION PROPERTIES OF STEEL STUDS AND JOISTS SHALL MEET OR BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. EXCEED THOSE OF THE SECTIONS SPECIFIED (ESR-3064P). a G-60 GALVANIZED COATING PER ASTM A653 IS REQUIRED FOR ALL STEEL STUDS AND JOISTS ALL SCREWS SHALL BE SELF-TAPPING / SELF-DRILLING FASTENERS THAT ARE ZINC COATED N AS MANUFACTURED BY HILT' KWIK-FLEX (ICC ESR-2196, LARR 250d15) OR APPROVED EQUAL. ac THE MINIMUM SCREW SIZE TO BE #8-I8 (#2 POINT) OR #I0-16 (#2 POINT) FOR 54 MIL (16 GA) Q OR LESS AND #10-16 (#3 POINT) OR #12-I4 (#2 OR #3 POINT) FOR MATERIAL HEAVIER THAN ti 54 MIL (16 GA) U.N.O. ON THE DRAWINGS. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING TO METAL CONNECTION. ALL SCREW ls CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL U.N.O. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST PROJECT Q MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER TO CENTER WASHINGTON SQUARE Z SPACINGS OF 1/2 INCH. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED 12 WITH A CORROSIVE RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE TENANT SPACE (G-07) • VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTLEMENT. 9585 S.W. WASHINGTON SQUARE RD. GENERAL ABBREVIATIONS: ALL FRAMING COMPONENTS SHALL BE SQUARE CUT FOR ATTACHMENT TO PERPENDICULAR AB, A.B. ANCHOR BOLT CJ C.J. CONTRACTUAL JOINT EJ, E.J. EXPANSION JOINT GRD GRADE LVL MICROLLAM BEAM PT, P.T. PRESSURE TREATED T4G TONGUE AND GROOVE PORTLAND, OR 97223 o MEMBERS. ABV. ABOVE CL CENTER LINE EMBED. EMBEDMENT GAB GYPSUM WALL MAS. MASONRY P/T POST TENSIONED THRID THREAD(ED) DRAWING w ADD'L ADDITIONAL CLR CLEAR EL, ELEV. ELEVATION BOARD MAT'L MATERIAL QTY QUANTITY TJ TRUSS JOIST Z STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE THAT ENDS OF THE STUDS ADJ. ADJACENT CMU CONC. MASONRY UNIT EN, E.N. EDGE NAIL HDR HEADER MB MACHINE BOLT REF. REFERENCE MACMILLAN GENERAL NOTES & Ni ARE POSITIONED AGAINST THE INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. ALT. ALTERNATE COL. COLUMN ENG ENGINEER HF, H.F. HEM-FIR (A307) REINS.. REINFORCEMENT TMPRY TEMPORARY ABBREVIATIONS Ni APPRX. APPROXIMATE CONC. CONCRETE EQ EQUAL HGR HANGER MD MID-DEPTH REQ'D REQUIRED TN, T.N. TOE NAIL Q ARCH ARCHITECTURAL CONN. CONNECT(ION) ES, E.S. EACH SIDE HORZ. HORIZONTAL MRF MOMENT RESISTING RO, R.O. ROUGH OPENING T.O. TOP OF PROVIDE WALL BRIDGING AT 48" 0/C PER MANUFACTURER'S SPECIFICATIONS WHERE WALL IS @ AT CONST. CONSTRUCTION EXIST EXISTING N5B HIGH STRENGTH BOLT FRAME SCHD SCHEDULE TRANS. TRANSVERSE - NOT SHEATHED CONTINUOUSLY ON BOTH SIDES AND AS SHOWN IN DRAWINGS. PROVIDE WALL BOT. BOTTOM CONT. CONTINUOUS EXT. EXTERIOR (A325 UNO) MFR MANUFACTURER SHT SHEET TYP. TYPICAL __N z BRIDGING PER MANUFACTURER'S SPECIFICATIONS FOR WALLS DURING THE CONSTRUCTION BF, B.F. BRACED FRAME CTSK COUNTERSINK FFE FINISH FLOOR ELEV. HT HEIGHT MTL METAL SHTG SHEATHING UNO UNLESS OTHERWISE , 0 o BEL. BELOW d PENNY (NAILS) FAB. FABRICATION IF, I.F. INSIDE FACE (N) NEW MEMBER SIM. SIMILAR NOTED SEAL DATE 12 L PROCESS WHERE THEY ARE NOT SHEATHED PRIOR TO RESISTING LOADS. BLDG BUILDING DET. DETAIL FND FOUNDATION INT. INTERIOR NS, N.S. NEAR SIDE SKW SKEWED) VERT. VERTICAL 08/09/2019 cy, BLKG BLOCKING DBL DOUBLE FIN. FINISH(ED) JST JOIST NTS NOT TO SCALE SOG SLAB ON GRADE VFY VERIFY PROJECT NO. 1519820-00 Q JOISTS SHALL BE LOCATED DIRECTLY OVER STUDS, TYPICAL. BN, B.N. BOUNDARY NAIL DF, D.F. DOUGLAS FIR FLG FLANGE JT JOINT OC, O.C. ON CENTER SPC SPACING W/ WITH BNDRY BOUNDARY 4), DIA. DIAMETER FLR FLOOR K KIPS (1,000 POUNDS) OF, O.F. OUTSIDE FACE SQ. SQUARE ND WOOD Q,EO PROFS. SCALE u' BM BEAM DIAG. DIAGONAL FN, F.N. FACE NAIL LAT. LATERAL 0H OVER HANG 55 SELECT STRUCTURAL NHS WELDED HEADED �� • NO SPLICES ARE PERMITTED IN STUDS. NGINEF f o o B.O. BOTTOM OF DIAPH. DIAPHRAGM FO, F.O. FACE OF LDGR LEDGER OPN'G OPENING STD STANDARD STUD 15PE �-5.r- 0 DWG NO. z al BRDG BRIDGE (ING) do DITTO (DO OVER) FRM'G FRAMING LF LINEAL FEET ORNT ORIENTATE(ION) STGR STAGGER WP WORK POINT ,41 �� r O } BRG BEARING D DEPTH FS, F.S. FAR SIDE LLH LONG LEG HORIZ. PAR PARALLEL STIFF. STIFFENER WS WESTERN SERIES NJ 5, B/W BETWEEN DWG DRAWING FTG FOOTING LLV LONG LEG VERTICAL P/C PRECAST CONCRETE STIR. STIRRUP NTS WELDED THREADED "GO S-O01Q 1 CAM CAMBER(ED) DWL DOWEL GA GAGE LS LAG SCREW PERP. PERPENDICULAR STL STEEL STUD :,� q p Q _ N m CANT. CANTILEVER(ED) (E) EXISTING MEMBER GALV. GALVANIZED LSI_ TIMBER STRAND PL PLATE STRUC. STRUCTURE(AL) NNF WELDED WIRE FABRIC iqN Y 1 ��� CG CENTER OF GRAVITY EA. EACH GB, G.B. GRADE BEAM BEAM PLYWD PLYWOOD SYM. SYMETRICAL X-STG EXTRA STRONG UNSO o N CIP CAST IN PLACE EF, E.F. EACH FACE GLB GLU-LAM. BEAM LT NT LIGHT WEIGHT PSL PARALLAM BEAM T TOP XX-STG DOUBLE EXTRA 819/19 CAD FILE NO. • N STRONG EXPIRES: 06/30/20 d 3 'iv:. t ': - TABLE 1: FIXTURES REQUIRING ANCHORAGE e MAX. DIMENSION 4 WEIGHT INFO (SEE ARCH. DWGS FOR MORE INFO) FIXTURE it OF SHELVES FIXTURE DL MAX. LL :, 1:7----7- " TAG LENGTH DEPTH HEIGHT INA ROW WT. WT. TOTAL WT. O 3'-I" I'-I" 8'-6" 7 240 LBS 525 LBS 765 LBS 20 3'-2" I'-9" 8'-I" 5 175 LBS 375 LBS 550 LBS 30 3'-0" I'-911 8'-I" 5 175 LBS 375 LBS 550 LBS ® 3'-3" I'-4" 8'-I" 6 210 LBS 450 LBS 660 LBS 50 31-I" 11-4" 81-9" 6 210 LBS 450 LBS 660 LBS 60 31-2" 31-4" 8'-I" 5 350 LBS 750 LBS 1100 LBS -r 0 3'-I" 0'-II" 8'-6" 7 240 LBS 525 LBS 765 LBS ' 0 Fif — 411) DD 0 BB AA 0 OAUEe .,..,... ©TIP. ©TIP. I t I I I I 202 WEST 40TH ST, 14TH FL 5-003 S-003 NEW YORK, NY 10018 212 203-4574 / INFO@AU-ENG.COM — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 28 JOB NO 19288 II ( O I I CO I 1�0 I CO I CO I 111 I C11 I U I CO I CO I 11� I 1I� I CO I CO, I I I I i I I l7) II l7 l7)� I 1 I I , 1 _ ' I U li I1 I I I I I,; I i I I I ____ __= ilii , � � _ i t i 1-4 w - wr • -;_ _ _ ! I ! 1 !I ''' i I !!1 1 _ i 1 I ily 11 i i I gg q p I -11#- 11 1 s ,1(t , -` L i ! _- _._ L. ._._ J I -z� - a - s».. Ir- ______ -- t I I - i .I° ,1 i I11 !; I ' !I j I t 1 1 i t aLI l I# i}II 'I !i i 11 II I III '!iII 1! I1 II 1I It i ,/ illi Ili '1 11 3 1 II IIt 1 i 1 'li III '1 i t !I __„ f. III III ! 1 ,1 F L t - -1i t---- 'i- I II _ t I i1 11 I I { 1!1 I ��.I I 1 I' �: 1 iH j T- ° li # 1 (1 1�'- I ?. I I i i l l i . 1 ;I i I ..<.:......,:...... 1 -- .-..s r_71-r71' „....u..,.. 1 i II 1 - I I I I i (7\4 I 1 1 1I I I I I II ' ____T---- .. I ,____ -� -1 u . 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IF- --4--I I IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN I; I I: `I 11 11 I I1 I AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT S-003 r I I # r -I I 5-003 1 i I I II II I! !' 11 PERMITTED BY LAW,TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE IYP. -7 I ; !, i it q 11 I': ':I II I# - II ! I---__ I! I 1 , .. I I! !I I 11 I# I U 1 LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND ' _ __ _ ____ =__ ! COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, O ( 03 f 03 I O I O I 03 I _ -' ` i s OR IN ANY WAY CONNECTED WITH THE USE RE-USE, MIS-USE, MODIFICATION, � v �- `'�'y�" �'�"�`"° OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED I A I I I I /% t� �+\ r` �� I © I ) BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. , . 4.. I. �. .. TYP. • rii n 3_�� 1 ____ I _ A ►- -7 h 7] - 17] I f'� in - - - - - - - - - - - - - -... .-..... .-..�....- -.-.........- - - - - , I- - - - - - - - - - - - - - - - - - 26 m I • I I 0 ,Ni: • II rn 0 N a) = a hi 0 o a PROJECT WASHINGTON SQUARE co TENANT SPACE (G-07) I- z A._ 9585 S.W. WASHINGTON SQUARE FXTUR A \ C- ORAGE PLA \ PORTLAND, OR 97223 o N DRAWING m Lii SCALE: 3/1611=11-011ct FIXTURE PLAN z PLAN NORTH FRAMING NOTES: a I. ALL WALL STUDS SHALL BE BRACED OR BLOCKED PER m DET. 3/5-003 2. FIXTURES NOT IDENTIFIED IN TABLE I DO NOT REQUIRE a ANCHORAGE, SEE ARCH. DRAWINGS FOR MORE INFO. "r a NOTE: o co ALL DIMENSIONS SHOWN ON THESE STRUCTURAL PLANS ARE SEAL DATE 08/09/2019 . 0 FOR GENERAL REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ANY PROJECT NO. 1519820-00 a N DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE J ARCHITECT AND ENGINEER IMMEDIATELY. �sstiPR OFFS► SCALE o 54 �NGIN49 4 , m o NOTE: • 73315PE ce co THESE DRAWINGS ARE BASED ON A LIMITED AMOUNT OF W DWG NO. z N INFORMATION FOR AN EXISTING BUILDING. CONTRACTOR MUST a a FIELD VERIFY CONDITIONS AND NOTIFY ARCHITECT AND `/� 0' GO • aENGINEER IF CONDITIONS ARE OTHER TI-IAN AS SI-TOWN PRIOR :4. y Q S O 02 TO.0 MODIFICATION. 1 p� = o ° 9N J UNSO��`� CAD FILE NO. • cp c EXPIRES: 06/30/20 8/9/19 - N d 3 ' 21/2" TIP 11 3/8"0 HILTI KWIK HUS-EZ SCREW ROOF STRUCTURE ABOVE SHOWN ANCHORS W/. 1.86" EFF. EMBED. + /\ /\) FOR CLARITY. NOT TO SCALE. FASTEN STRAPPING TO NOTE,I. CONTRACTOR SHALL FIELD VERIFY MINIMUM I Z BLOCKING (AND SHEATHING ° 2.5" NOM. EMBED. @ EA. CORNER I ' f SEE DETAILS 5/5-003 FOR CONNECTION AT WHERE OCCURS) WITH #8 SIZE, SPACING AND GAUGE OF WALL STUDS . rYLEVELING BOLTS @ I I SCREWS @ 6" O.C. 2. WALL STUDS TO BE SIZED PER 2/S-003,MIN ROOF JOISTS 3. CONTACT E.O.R. OF DISCREPANCIES 01 m ,:-.4 z (01) 11 1,..,./-- II <19J)'s 4. MAX WALL STUD SPACING PER 2/5-003 EA. CORNER PER ? — y' _ FINISH PER ARCH, SEE DETAIL 4/5-003 / FOR MORE INFORMATION CONTINUOUS STUD BLOCKING AT OPENINGS 5. SCREWS TO HAVE THREAD EMBEDMENT EQUAL PER MFR MFR �- " ~ 2'-6" MIN. — (44—_77--- AND AT 4 0 O.C. FIT TIGHT BETWEEN STUDS TO PLYWOOD THICKNESS �� 1PLYWOOD SHEATHING PER 4/5-003, TIP PLAN SECTION A-A PER MFR WALL SUPPORTED CABINET PER PLAN METAL WALL STUD // - T '� 4 / STUD WALL PER NOTE 2 - 4005300-54 (50 K51) WALL STUDS SPACED 2 WALL COVER —\ •- 747—QIP" O.C., BLOCKING PER DETAIL 3/5-003, SHEATHING PER ARCH. OR PER I 11 WALL SUPPORTED SHELVES, 7 MAX DETAIL WHERE IT OCCURS • _ 1 _._ CJI Lii a �'-J FIXTURE RAIL BY OTHERS, FASTEN TO ,y - - YL E PLYWOOD PER 4/5-003 FREESTANDING FREESTANDING w o� 4' KFA5TEN5TRAPNGTOcz EACH STUD F u_ c CABINET PER CABINET PER �� E E PLAN PLAN W/ (I) #8 SCREW (MIN) SCREW _� r(I) 0.157" (P HILTI X-U PAF'S W/ 1-1/4" EMBED @ 12" O.C., TYP FINISH PER ARCH, (I) 5/8" LAYER OF GNB, MAX 0-70 • HORZ. BLKG/BRACING IS REQUIRED UNLESS , 202 WEST 40TH ST 14TH FL CONT.T200-43 TRACK TO MATCH STUD WIDTH. / 3/4" APA RATED SHEATHING 70 SPAN NEW YORK, NY 10018 _ ANCHORS PER ANCHORS PER 7 ATTACH TO EA. STUD W/ (I) #10 SCREW A7 % WALL 15 SHEATHED ON EACH SIDE. IF WALL 15 HORIZONTALLY ACROSS METAL STUDS 212 203-4574 / INFO@AU-ENG.COM BASE PLAN BASE PLAN / SHEATHED ON ONE SIDE, THE STRAP 15 NOT JOB N0: 19288 I IMIEA. FLANGE. AT WALL INTERSECTIONS, LAP REQUIRED ON THE SIDE WITH SHEATHING. ATTACH SHEATHING TO WALL STUDS TRACKS AND ATTACH W/ (4) #10 SCREWS. " W/ #10 SCREWS @ 8" O.C., TYP (E) CONC. — (E) CONC. HORIZ. BLOCKING SHALL BE PROVIDED @ 32 E CONC. PER PLAN O.C. VERTICALLY. FIXTURE RAIL, BY OTHERS, FASTEN TO PER PLAN PER PLAN ( ) A 7 ' A ___� �I • BLOCKING / STRAPPING IS REQUIRED IF LOAD SHEATHING W/ #12 SCREWS @ 9" O.C. TIP �/ 10 ,s4,.. CONT. I-1/2"x20 a FLAT STRAPPING OVER 15 APPLIED BEFORE SHEATHING IS ATTACHED. V ) S-003 ; 9 G 1,4N. REQUIRED ON ALL • BLOCKING IS REQUIRED AT ALL PANEL EDGES IN '�— TIP. 1 j BLOCKING ASS SIDES WITHOUT SHEATHING SHEAR WALLS a. .• ,• : � a. � : : �• SIDE VIEW �•'•' . . .a • .. :. � FRONT ELEVATION SIDE VIEW A ALL SUPPORTED U P D O R T C`� 1 FREESIA \ DI \C CA3 I \ ET A \ CI-{ORAL 2� CA3 I \ ET ANCHORAGE3� TIP . 1A ALL 3LOC< I \C /3RAC I \C 4 TYPICAL A ALL CO\ \ ECT 101\ S -003 SCALE: 1/2" = I'-0" 5-003 / SCALE: 1/2" = I'-0" 5-003 SCALE: N.T.S. 5-003 SCALE: 1-1/2" = I'-O" • 1/2"0 THRU-BOLT AT EACH (E) JOIST W/ 1/4n 1, 6'-8" MAX I/2"4) THRU-BOLT AT EACH (E) JOIST W/ 1/4" PL WASHER TMB,DIMENSIONS TO MATCH WIDTH PL WASHER TSB, DIMENSIONS TO MATCH WIDTH" OF TRACK. PROVIDE EXTERNAL TOOTH (E) DECK PER PLAN i TOOTH�OCKWASF THE NER AT NCK. UT EXTERNAL • Ir 61-8" MAX �i. LOCKWASHER AT NUT (E) DECK PER PLAN I x 5162-33 W/ TI50-33 BOX BEAM FASTEN (E) JOISTS PER PLAN _—\ USING #I0 SCREWS @ 12" O.0 EA. FLANGE. (E) JOISTS PER PLAN 1 — I — WIDTH TO MATCH STUD SIZE 5162-33 W/ TI50-33 BOX BEAM — x x X x x x FASTEN USING #10 SCREWS @ 12" 4 NOTE: PROVIDE JOINT IN WALL FINISH SUCH T=' _ _ — — _ _ •�_ _ _ _ _ _ — _ _ _ — _ — O.0 EA. FLANGE. WIDTH 70 THAT PARTITION STUDS ARE ALLOWED TO II I I I I I I I O 0 Man 1 I I # 1 1 1 1 1 1 1) I I I I I MATCH STUD SIZE MOVE INDEPENDENTLY OF THE ROOF JOISTS. I i I I I I CONT.SLOTTED 54 MIL. TRACK IN/ 3" FLANGES, MATCH DEPTH OF -1- -1- PERMIT SET 08/09/19 SAC I I STUDS. SLOTS SHALL BE 2" VERTICAL, FASTEN TO BOX BEAM H/ CONT.SLOTTED 54 MIL. TRACK N/ 3" FLANGES, MATCH DEPTH OF I I I I (2) #10 SCREWS @ 12" O.C. STUDS. SLOTS SHALL BE 2" VERTICAL, FASTEN TO BOX BEAM W/ PROGRESS SET 08/05/19 SAC I I I I -1 — ---k,— -L— -k (2) #10 SCREWS @ 12" O.C. NO. REVISION DATE BY STUD SIZE AND SPACING PER SECTION/PLAN. PROJECT MANAGER: FASTEN TO DEFLECTION TRACK W/ STUD SIZE AND SPACING PER PLAN. PERPENDICULAR TO JOIST #10 SCREW EA. SIDE FASTEN TO DEFLECTION TRACK W/ #10 SCREW EA. SIDE \rc itect u re PARALLEL TO JOIST TPG ARCHITECTURE, LLP 31 PENN PLAZA 132 WEST 31ST STREET,5TH FLOOR, NEW YORK, NY 10001 212.768.0800 I TPGARCHITECTURE.COM • IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN PART11- 10\ AT JOIST C� AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT 5 ALL CO\ \ ECTIO\ ROOF 1\ 01- USED D LLPPERY LAW,TOIN HOLD CLAIMS, AND INTIES, NIFY ESDAMAGES, ARCHITECTUREN LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND • 5_003 SCALE: 3/�" = 1'-O" S-003 SCALE: N.T.S. COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S 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. m a co v a) 0 N Cr; a CABINETS PER MFR a? I" /� CABINET LEVELING FOOT PER MFR o MIN ANCHOR BOLT PER I/5-003 75 0 --lir- i PROJECT N PER POO SLAB WASHINGTON SQUARE TENANT SPACE (G-07) `i : \� 9585 S.W. WASHINGTON SQUARE RD. -co . . • d a PORTLAND, OR 97223 W d d 4 . o . a 4 a DRAWING d i A a Z DETAILS 0 N Q m Q 2 R a o ,Lb SEAL DATE 0 ") 08 0 o PROJECT NO. 1519820-00 op PROF o 9 54° NGtNEFq S'�'o SCALE W W 73315PE y DWG NO. � � cc r = Qg4 Y S-003 ep .. q \0T USED COD, TYPICAL FL00� A \C�IO�AC 11 \D� USED 1 \0� USED0) n = i_ n .1" UNg6'1' 5-003 SCALE: N.T.S. SCALE: I 1 0 5-003 SCALE: N.T.S. \ 5-003 SCALE: N.T.5. CAD FILE NO. co EXPIRES: 06/30/20 8/9/19 N