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Plans (14) BU P2021 -00067 EIV.gin M,4, 0 9 2021 - C -,F. "' / 0 et .H IN --virHOLESALETIGARD OR CO #111 7850 SW DARTMOUTH TIGARD, OR 97223 7850 SW DARTMOUTH COSTCO • WHOLESALE TIGARD OR 97223 CORPORATION ' 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 PROJECT DIRECTORY DRAWING INDEX PROJECT GENERAL NOTES WWW-Costco om o T5101 TITLE SHEET ... - .. ... ._. -.. . - ���� �®® �i .a - - OWNER COSTCO WHOLESALE GENERAL NOTES I I I I ri, i •_ 1101 Second Ave. Ste 100 999 LAKE DRIVE 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. - - -- • •: •- • 1 ARCHITECTURAL 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES. 1 - --I- -Z - '� F - - -- Seattle. WA 98101 ISSAQUAH,WA 98027 - Fra . _ - -_ Q A501.2 BAKERY PLANS,ELEVATIONS AND DETAILS 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES,ABBREVIATIONS AND - _ �- f = _ - _ = Z1 = Z ,4:r_ T:425.313.8100 - a SYMBOLS. _ _ _ I _ _ !' ' 206 962 6500 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE 7; 1- ARCHITECT MG2 ARCHITECTURE CORPORATION MECHANICAL RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR - - - = - i. . .1101 SECOND AVENUE M-1 PARTIAL FLOOR PLAN, ENLARGED HVAC, PLUMBING,WASTE&VENT PLAN _ - _IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. 1a - °° °� ( = - _ - - - 0 SUITE 100 M-2 NOTES, SCHEDULE AND DETAILS a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND O _ - - _ SEATTLE,WA 98101 UTILITIES. - - r - - - I - � T:206.962.6500 ELECTRICAL b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. - - I - - - - _ �- F:206.962.6499 E 1 PARTIAL FLOOR PLAN, BAKERY ENLARGED PLANS, PANEL SCHEDULE, NOTES, DETAILS,AND LEGEND _ _7` g_ t PROJECT MANAGER: MOON CHOI c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE _ I _ _ C33t� ONLY. 0-- - - - - _T •■ ■. _. EL' r-, - j -- ..,. -"` ■ ■. -. ■■ I ■■ I N I e _. .. d. IF NECESSARY TO COMPLETE THE WORK,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY I : i� 1I i1 _ Its - MECHANICAL/ELECTRICAL ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. I NI f s� 1 E J d 1 , ® ® f� ENGINEER T.E., INC. 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL r 830 N.RIVERSIDE DRIVE BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE • : . r I A ...I:3F AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST-DISRUPTIVE AS POSSIBLE TO THE OWNER'S F miim """nli"li.ii ■ ■■■■■ ■■n■■■ C"1 n _CI 1' a SUITE 200 OPERATIONS. . �� - 1� I I LJ LJ LJ I RENTON,WA 98055 �� ___ I I- 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD I ■■ :::: n n r Tr T:425.970.3753 MEASUREMENTS. I IL I I I- • L 11 I I I 1 Ire -� ,........�wr I F:425.970.3756 7. DIMENSIONS ARE TO/FROM THE: LA. - 1^_1 {tj C u I In n n F b. GRID CENTERLINEa. NES ADJACENTR TOTHOELUMNS. EX EXTERIOR WALL(FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE GRID O �� ������ U L-1 n L _ ., -- 0 BAKERY OVEN LINE) .� �__� �..... II I L1 LJ LJ I - p UPGRADE c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. I i n n n 1161, C'p I 1__1 ■■■■.. I I I Li Li LI d. FACE OF STUDS. IV 1--„, d d 0 e. FACE OF CONCRETE OR MASONRY(NOMINAL) �\ ■` •■ I I_ I SI_ I �_- MI p C - -• a f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB(ALSO NOTED AS FINISHED FLOOR OR INDICATED BY I - -- •f- -I 1�:�:I -L1 I-I Li L1 LJ LI L Li -C.I I , THE"DATUM"SYMBOL)UNLESS NOTED OTHERWISE. , E Li 4- PERMIT QA 1 g. ALL DIMENSIONS NOTED"CLEAR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES - f - - - - _ INCLUDING CARPETING,TILE,WAINSCOT AND TRIM, nI - - - - = i" E,' H E E3 W nKh. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED 50 THE EDGE OF THE DOORT�_ _ _ I _'!'SCOPE O V R OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. O I ,� i••••I7 �- T • ` 1 ..: ---7/---° 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE I - ®s '' - - I 1 I LI- FOR L FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY ..u'T7 - NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. L7 - -- - - - " .. a 1 r! _"_ _ THE PROJECT IS A 560 SQUARE FEET REMODEL OF THE EXISTING BAKERY INA 145,824 SQUARE FEET,ONE STORY 9. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR, ,�., _ - . - �;� MERCANTILE OCCUPANCY BUILDING WITH FULLY AUTOMATIC FIRE-PROTECTION SPRINKLER SYSTEM AND FIRE ALARM SUBCONTRACTORS,OWNER OR OTHERS. \--- - t�- 1--- --,t - II _J_ -- !{� I =iiii _ - SYSTEM. 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS,WALLS,CEILINGS AND f III _ - \ ROOFS FOR DUCTS, PIPES,CONDUIT,CABINETS,EQUIPMENT, ETC.AND SHALL VERIFY THE SIZES AND LOCATIONS WITH \\I 1 i i_ III y __ , �a SCOPE OF WORK INCLUDES THE REMOVAL AND REPLACEMENT OF(3)BAKERY OVENS AND(1)PROOF BOX WITH RELATED SUBCONTRACTORS. I r �' o_ �``=} a PLUMBING, ELECTRICAL AND MECHANICAL WORK.ALSO INCLUDES THE REMOVAL AND REPLACEMENT OF POLYMER 11. PLACE NO OBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILINGNil _ • ... ... _I_ : ‘._w__ _�_`=1 ' FLOORING, FRPP FINISHES ON THE WALL BEHIND OVEN,CEILING GRID AND TILES ABOVE THE OVENS AND CONCRETE FLOOR HEIGHTS AND CLEARANCES. RUN PIPING,CONDUITS, ETC. IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. 0A. O Appro�:CA d plans UNDER THE OVENS. 12. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE %. g. ( I _ _,•_ � (( by �� 9ob s+te. WALLS. I I 1 -#11 - _ - I l � . . sha THERE ARE NO CHANGES TO EGRESS. 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, PIPING, ETC. ON WALLS OR CEILINGS. 14. ALL WORK IS TO BE PLUMB,LEVEL,TRUE TO LINE,AND STRAIGHT. 15. ALL JOINTS ARE TO BE TIGHT,STRAIGHT, EVEN,AND SMOOTH. I� JU 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 17. PROVIDE ALL FASTENERS AND CONNECTIONS(WHETHER INDICATED OR NOT)NECESSARY TO ASSEMBLE THE WORK. AREA OF WORK THIS PERMIT: 18, PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING,BUT NOT LIMITED BAKERY OVEN UPGRADE TO, SINKS,WALL BRACKETS AND WALL-HUNG ITEMS. OFFICE COPY 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. CITY OF TIGARD, 20, REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED,OR SHOWING OTHER [ NO CHANGE TO EGRESS IMPERFECTIONS. FLOOR PLAN R :VIE D FOR CODE COMPLIANCE 21 PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE ,rrovc 1 V I C I N I TY N/iAP JURISDICTION. 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS, LOUD ACTIVITIES(JACK-HAMMERING, SCALE: 1" = 50-0 Cur C: I I SAW-CUTTING, ETC.)AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES(WATER. ELECTRICITY,GAS, FIRE P mit#: SPRINKLERS/ALARM, SEWER,ETC.)SHALL BE PERFORMED DURING NON-BUSINESS HOURS AS APPROVED BY THE 11/c cess: 7s„ui U r 171. Inelt).11.1 OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, S, ite #: SIGNS, REFLECTORS,LIGHTS, ETC.TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY Ir: - I � Date: y j''\-3 4 7 , › ALERTS DURING CONSTRUCTION. 7 m00 24. ALL WORK IS TO COMPLY WITH THE APPLICABLE CODES. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED TO • �� DAT/ ■ REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING REGULATION.. EDO = CODE 25. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS(CONDUITS, FIXTURES, ETC.)AND rO ,�3 e OPENINGS(DOOR FRAMES,WINDOWS, ETC.). THE R SHALL IF NCRETE SLABS ARE F ANY SLAB IS ED,THE QPG\�\G �,r �o APPLICABLE CODES: 26. CONTRACTOR SHALL ACCURATELYILOCAOTE TENDONS,CO DUI0S,PIPES,IO C. USLING NON-DESTRUCTIVE TE 0 NG METHODS .,. - - -. - VALIDITY QF Ic� ��IT S `' ' © SUCH A5 IMAGING, INDUCED CURRENT METAL DETECTOR, ETC. A5 RECOMMENDED BY THE POST TENSIONING INSTITUTE. IF ... .... _ ._ _ _ _ _ _. _ THE= ISSUANCE OF A PAF;;41T TIGARD MUNICIPAL CODE ANY PROPOSED PENETRATION IS IN CONFLICT WITH TENDONS, ETC., IMMEDIATELY NOTIFY THE ARCHITECT PRIOR TO _ • QIII I I I I LJI I I I I- 11111111 I I I I • BASED ON CONSTRI Ir,-,r,', G 2017 OREGON ELECTRICAL SPECIALTY CODE PERFORMING ANY WORK. 1 • RFF�Y6 z 2019 OREGON MECHANICAL SPECIALTY CODE i DOCUMENTS A"�I I• .r .� G•PG, 2017 OREGON PLUMBING SPECIALTY CODE DEMOLITION AND REMODEL CONSTRUCTION GENERAL NOTES ir •• • DATASHALL NOT t'� T• 'P• QLEIALEA 2019 OREGON STRUCTURAL SPECIALTY CODE 1. THE BUILDING WILL BE OCCUPIED AND N FULL USE BY THE OWNER DURING CONSTRUCTION. - � : �' ` • THECODEOFFt�I,',S7MOUr 2019 OREGON FIRE CODE 2. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF-HOURS - . / _ _ • REQUIRING THE Ci : ; ,I_ H Sr 3. AREAS OF DEMOLITION SHALL INCLUDE, BUT ARE NOT LIMITED TO,ANY STRUCTURAL, PLUMBING, ELECTRICAL,MECHANICAL, �° !. OF ERROR" ' ' - • �9 FIRE SPRINKLER, ETC. ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK.THE CONTRACTOR IS TO REMOVE ALL - °� : ` \ `� L� WALLS,BOLLARDS, MISC. STEEL,PLUMBING,ELECTRICAL,RAISED CONCRETE SLAB, CURBS, REBARS, ETC.ASSOCIATED .---- / o- �" 99 qc.:::--) 02PROJECT WITH DEMOLITION OF AREAS SHOWN. Ep,-I RP, E ••!x- \ . -, \ `,, ,� C , SITE 4. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE 01 FIRED 1N GOOD CONDITION TO THE OWNER. DURING THE ' ` : +q \` SITE BIDDING PERIOD, COORDINATE AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO BE SALVAGED. - pp�� �] \ , 9pCOSTCO 0 5. DO NOT INTERRUPT ANY SERVICES(WATER, PLUMBING, FIRE SPRINKLER, ETC.)WITHOUT PRIOR WRITTEN APPROVAL OF THE .P . - f \ y -5-4,_ - OWNER. I - RECEIVING ' I I \ \ �\ OCCUPANCY CLASSIFICATION: •- - • • __ _ .� 6. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER AND TIGARD GROUP'M'(MERCANTILE) COORDINATE AT LEAST 48 HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE ALARM • } p ` \ MITCHELL C. SMITH, ARCHITECT SYSTEMS. PROVIDE FIRE-WATCH AS REQUIRED BY THE JURISDICTION ' \ H �+• TYPE OF CONSTRUCTION : TYPE V B 7. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, EXIT SIGNS, < - r _ - - \ EGRESS SYSTEM&OCCUPANT LOAD: NO CHANGE LIGHTING, FIRE SPRINKLERS ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY EGRESS OPENINGS AND/ORNIIIIIIr --j---------•-'-__ - �r _. EGRESS PATHS DURING DEMOLITION/CONSTRUCTION. _ dpi _ _ _ . r \ % QED Ake, 8 THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO 1 / ='?' a' "� MITCHELL C. ... W EXCAVATION. I TRE CENTER I .I I_.I. '� ` \ C7� � >- 9. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. I t~ ;,„,„:„,,,,„,�+ ■ . ■-`-w_■ a \ SMITHaarr, ; . II 5287 w VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR TO STARTING ANY WORK. i'. 1.' 1- .I • 10. PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT H f. Da Vii' 1 �- \ f • ", AREAS NOT UNDER CONSTRUCTION. REVIEW WITH AND OBTAIN OWNER'S APPROVAL FOR LOCATIONS. - --„ ,- G"0P'+�� _�,., , , '� e -��''� �; EATTLE,WA ARCHITECTURAL SYMBOLS 1ARCHITECTURALABBREVIATIONS RA THE FLOOR T � ^ !�$� >f i \ (ciAPR 11, CAP ALL UTILITIES AND IN LINES BELOW E L00 S REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FLOOR I ` i. � \,�I�. v4.,, '.45-;J•. v,,.•,,,_,'' . •- 4' '' '. 'IA _ .•�feF \ ,�/,:jorja ;I` osi PATCHING. J,..E..,..::::::::111047::::_._± et \ �/F �Sa. FOR ADDITIONAL ABBREVIATIONS:SEE OTHER DESIGN DISCIPLINES AND A601 12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND \ - _ \ 03/03/2021 r CONSTRUCTION.SYMBOLS � 4 _ � - _� � � �'� �� lBlBA ' \ \ AFF ABOVE FINISHED FLOOR(SLAB) SS SERVICE SINK,SANITARY SEWER 13. WHEN CUTTING AND PATCHING,THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED .,E„,„p,- TINA I , I -i _' lii BFF BELOW FINISHED FLOOR SLAB SST STAINLESS STEEL _ I - -1- --I( ) OR ADJOINING SURFACES. CUT HOLES AD SLATS A5 SMALL AS PRACTICALIPOSSIBLE, NEATLY TO SIZE REQUIRED AND l -- _ . I _I__ jBOT BOTTOM STD STANDARD - ■' \ ©MG2,Inc.All rights reserved.No pert of this document may be reproduced - _ 1- -1- -1- �,WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. t - i •' � in any farm or by any means without permission in writing from MG2,Inc; DETAIL NEW CONSTRUCTION-SHOWN SOLID CL CENTER LINE 5TL STEEL -- __ _ _ _ _ "'-REVISION CLOUD 14. WHERE EXISTING CONSTRUCTION IS REMOVED,CUT OR OTHERWISE DISTURBED,PATCH TO MATCH THE EXISTING "i- ; r s i, DETAIL IDENTIFICATIONCLR CLEAR STRUCT STRUCTURE, STRUCTURAL ADJACENT SURFACES. SEAMS TO BE A5 INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE = • • �- -� • x' i 1 \ /� DATE DESCRIPTION AND DELTAN :181�I[• CUT LINE DEFINES THE CLG CEILING TOJ TOP OF JOIST NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LNES TOP OF BASE, ETC. °� - -�-- t, CMU CONCRETE MASONRY UNIT TOM TOP OF MASONRY \ w_I - - '`� _ \ 03.08.22 PERMIT SET • DETAILED ELEMENT 15. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION. PATCHED WORK TO \ - :7-. I -I_� -I- I1. • 3CDA COL COLUMN TOP TOP OF PARAPET " C -I-- _I_ -t MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. --- ,e�,�,,�,�,«�- I I A701 CONC CONCRETE T05 TOP OF STEEL 16. REMOVE AND REPLACE AREAS,SURFACES OR ITEMS THAT CANDT BE SATISFACTORILY PATCHED. _� •�__ �= -�- G €1�y ��1 • I SHEET WHERE DRAWN -- ?-- ftti_ • EA EACH TOW TOP OF WALL 17. AS A MINIMUM,THE LEVEL OF WORKMANSHIP SHOULD MATCH THE GENERAL LEVEL OF EXISTING WORKMANSHIP. • 4 'r■ 4 4 a.■.I,t-i- I_: iii _ f EXISTING CONSTRUCTION TO REMAIN- ELEC ELECTRICAL T&B TOP AND BOTTOM 18. WHERE REQUIRED,TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOOR#NG. SEAL CUT EDGES. �4 -i. WALL SECTION NORTH ARROW SHOWN LIGHT BACKGROUND ELEV ELEVATION TYP TYPICAL +� �� 19. UNLESS SHOWN ON THE DRAWINGS OTHERWISE,DO NOT SUPPORT OR SUSPEND ITEMS, EQUIPMENT, HANGERS, ETC. FROM r �� --� _ : .; � Inii •-. a I I . ■ s F- DETAIL IDENTIFICATION PROJECT NORTH EQ EQUAL UNO UNLESS NOTED OTHERWISE EXISTING STRUCTURAL MEMBERS(BEAMS,TRUSSES,JOIST, ETC.)WITHOUT WRITTEN APPROVAL OF A LICENSED ,� +� ;, `. t�� Q , - °�� , 'jg IZ CUT LINE-DEFINES THE INDICATOR EXT EXTERIOR VERT VERTICAL STRUCTURAL ENGINEER. !` r` . / / '� ''< DETAILED ELEMENT TRUE NORTH FF FACTORY FINISH VIF VERIFY IN FIELD _ _ - / 20tio 2D. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER(PARTICULARLY ROOF JOIST)WITHOUT WRITTEN APPROVAL OFA � ��- - / j ; , f 01-1� ;�I"INDICATOR FRPP FIBER REINFORCED PLASTIC PANEL(S) W/ WITH LICENSED STRUCTURAL ENGINEER. I r I I ��'`,,, - A701 ,, 1 1 + I I I ." %' LI SHEET WHERE DRAWN FRT FIRE RETARDANT TREATED W/O WITHOUT 21. SHORING OF STRUCTURAL FOUNDATIONS, STRUCTURES,AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK � �•-..A • it.' �_ FTOF FINISH TO FINISH FACE WD WOOD DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS, METHOD OR TECHNIQUE AND 1S THE SOLE RESPONSIBILITY OF rt'- -- ritI4. / / EXISTING CONSTRUCTION TO BE GC GENERAL CONTRACTOR THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE.APPROVE.AND/OR -- -__ ° INTERIOR ELEVATION REMOVED SHOWN DASHED GWB GYPSUM WALLBOARD, GYPSUM PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS,STRUCTURES,AND/OR TRENCHING, IT IS THE RESPONSIBILITY OF �� _� _� DETAIL IDENTIFICATION HORIZ HORIZONTAL � � / - - / __ - -__ THE CONTRACTOR TO CONTRACT WITH THE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. % < ..... ....... 0 r F HVAC HEATING,VENTILATION,AND AIR CONDITIONING 22. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. ,•^ / �' 6 I I / IBC INTERNATIONAL BUILDING CODE 23. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND .' / / 0 / 0 / 0 s. ,,w, ,, �� . `. - SHEET WHERE DRAWN I I / MECH MECHANICAL GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. } / 95-1840-31 7 u_ NTS NOT TO SCALE SLI OC ON CENTER OPERATIONAL PHASING NOTES / '� �� PM: MOON CHOI F 0 TO 0 OUT TO OUT 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES.THE CONTRACTOR eer PERP PERPENDICULAR SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING CONSTRUCTION DRAWN: MC .1 PLYWD PLYWOOD 2, THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING, MEANS, METHODS OR .1 WALL TYPES MATERIALS R RADIUS TECHNIQUES. e, \-- RCP REFLECTED CEILING PLAN 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNER'S ,t r°---.."---1TITLE SHEET . RD ROOF DRAIN OPERATIONS. ■ 3 5/8"METAL STUDS UNO AT 16"OC WITH GWB I I I I ACOUSTICAL TILE RL RAIN LEADER 4. REMOVE WALLS,BOLLARDS, PLUMBING, ELECTRICAL, ETC.AND CAP UTILITIES BELOW THE FLOOR AS REQUIRED TO ACHIEVE -PAINTED EACH FACE UNO PER SCHEDULE REFRIG REFRIGERATION THE OPERATIONAL PHASING. AREA OF WORK THIS PERMIT: ��/ STEEL SIO SUPPLIED AND INSTALLED BY OWNER 5. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING. BAKERY OVEN UPGRADE SIV SUPPLIED AND INSTALLED BY VENDOR 6. WHEN THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE,THE SITE PLAN -E[L.)•METAL INSULATED PANELS L---1 1 SOIC SUPPLIED BY OWNER INSTALLED BY CONTRACTOR SHALL PROVIDE A TEMPORARY"COSTCO WHOLESALE"SIGNAGE(OF SIZE COMPARABLE TO EXISTING • FREEZER/COOLER WALLS(SIO) l- 1 WOOD BLOCKING CONTRACTOR SIGN)UNTIL PERMANENT SIGN IS INSTALLED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PROVIDE 1" = L NO CHANGE TO SITE 1 SOIV SUPPLIED BY OWNER INSTALLED BY VENDOR ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS WITH THE OWNER. SCALE: 100-D TS1 O >Q WOOD MEMBER SQ SQUARE