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Plans BtP2015 - 00281 RECEIVED Cn SEP 2 9 2015CbsTd= Cn CITY OF 71GA'RD -WNOLE�ALE BUILDING DIVISION TIGARD, OR #111 7850 SW DARTMOUTH ��IVHOLESALE TIGARD, OR 97223 7850 SW DARTMOUTH TIGARD , OR 97223 COSTCO WHOLESALE OPTICAL REMODEL CORPORATION 999 LAKE DRIVE ISSAQUAH, WA 98027 T: 425.313.8100 WWW.castca.cam PROJECT DIRECTORY DRAWING INDEX PROJECT GENERAL NOTES 12 11 9 7 5 4 3 2 1 K K OWNER COSTCO WHOLESALE TS101 TITLE SHEET GENERAL NOTES C = _ C = - "$ C = _ _ C = _ C No T. 999 LAKE DRIVE 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. r'H1 AI-IISSAQUAH,WA 98027 ARCHITECTURAL 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 30X42-INCHES. J - " - 1111 Ewx P • ' 1 T: 425.313.8100 A506 OPTICAL PLANS,DETAILS AND ELEVATIONS 3. CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES,ABBREVIATIONS AND � M MT. A506.1 OPTICAL INTERIOR ELEVATIONS SYMBOLS. II [ H H x EK�T. 1 . • . . 1 1 A601 ROOM FINISH&DOOR FINISH SCHEDULES AND TYPICAL INTERIOR DETAILS 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE �°� s ARCHITECT MG2 HII I H H` HH HH HH HH HH , 1101 SECOND AVENUE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR H P08 H x H x STRUCTURAL IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. HH HH HH HH HH HH HH HH HH EOST. SUITE 100 a. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND _ H H xH SEATTLE,WA 98101 S1.1 OPTICAL FRAMING PLAN,SECTIONS,GENERAL NOTES UTILITIES. H i fi - _H1 H - H� -� x "J T:206.962.6500 b. VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK PRIOR TO STARTING ANY WORK. HH HH HH HH HH HH F: 206.962.6499 MECHANICAL (AND PLUMBING) H H X c. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE HH � HHHH 41 HH 11fl HH HI HH PROJECT MANAGER: CHRISTINA PUZON M-1 PARTIAL FLOOR PLAN,OPTICAL CENTER HVAC PLANS,HVAC LEGEND,NOTES,DETAILS,AND SCHEDULES M-2 OPTICAL CENTER WASTE&VENT AND PLUMBING PLANS,PLUMBING LEGEND,DETAILS,SCHEDULES AND NOTES ONLY. HH HH HH H H HSI 4 W HH HH LJ1J 1�l STRUCTURAL ENGINEER ENGINEERS NORTHWEST d. IF NECESSARY TO COMPLETE THE WORK,THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY W H HH HH HH 9725 THIRD AVE.N.E.,SUITE 207 ELECTRICAL ADDITIONAL UTILITY LOCATIONS AND SIZES NOT SHOWN. G HH HH HH- HH HH _ H - -aE - 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL - H1+1 M � fi- HH - I � -} G SEATTLE,WA 98115 E-1 PARTIAL FLOOR PLAN,ENLARGED POWER AND LIGHTING PLANS,LIGHT FIXTURE SCHEDULE,LEGEND,DETAIL, BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR-CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE {�1yT. '1�I I }11 11 ,u ERS T: 206.525.7560 AND NOTES AT THE CONTRACTOR'S EXPENSE AND IN SUCH A MANNER AS TO BE LEAST-DISRUPTIVE AS POSSIBLE TO THE OWNER'S "ENSR.R. W W WICE 11 F: 206.522.6698 OPERATIONS. 3RR �l I X may, 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MT. C� WSTAUATION MECHANICAL ENGINEER T.E., INC. MEASUREMENTS. '�"°R11A 1 1111 1 :1 T T T(� " FXIBT. 830 N.RIVERSIDE DRIVE 7. DIMENSIONS ARE TO/FROM THE: C�- n �� - F PERMIT S E T SUITE 200 a. CENTERLINE OF INTERIOR COLUMNS. ��. 1 11 I I I I I I U L U 1 11 1 Eaf= RENTON,WA 98055 b. GRID LINES ADJACENT TO THE EXTERIOR WALL(FACE OF THE COLUMN CLOSEST TO THE EXTERIOR WALL IS THE GRID 1�J. I I I I I I I 1 I n F__1 f7 SERVM T: 425.970.3753 LINE) I I I I I I I I L LJ I I I I Ea�-_] F: 425.970.3756 c. EDGE OR CENTERLINE OF OPENINGS AS INDICATED. 1 r :17 1 1 1 1 1 1 I I 1 I n n I I I I I E7;=d. FACE OF STUDS. - - Lr � U ' ELECTRICAL ENGINEER T.E., INC. e. FACE of CONCRETE OR MASONRY(NOMINAL) O - Ems. T ITT- ( 1 ISI f-1 f-1 1 830 N.RIVERSIDE DRIVE f. ALL HEIGHTS ARE DIMENSIONED FROM THE TOP OF THE SLAB(ALSO NOTED AS FINISHED FLOOR OR INDICATED BY ,T rc 7 7L_11 n SUITE 200 THE"DATUM"SYMBOL)UNLESS NOTED OTHERWISE. ��. e°�" 1 1 1 1 1 1 L L I I I I I . RENTON,WA 98055 9. ALL DIMENSIONS NOTED"CLEAR"SHALL BE MAINTAINED AND SHALL ALLOW FOR THE THICKNESS OF ALL FINISHES RECENW" T. � = � 1 I I I I I n n I I I I E g T: 425.970.3753 DEFERRED S WAINSCOT AND TRIM. INCLUDING CARPETING TILE, �'= � _ � L L I I E7= F: 425.970.3756 h. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE LOCATED SO THE EDGE OF THE DOOR _ 1 1 • I I I n _1�__ L I I - � OPENING IS 6-INCHES AWAY FROM THE FACE OF ANY ADJOINING INTERSECTING WALL. ° - - -Z - ° ENERGY MANAGMENT TRANE 8. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE = U U U U U II-1 L LL-1 L U C SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN,IMMEDIATELY 2333158TH COURT NE RECORD WHO SHALL REVIEW AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. I I H BELLEVUE,WA 98008 DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL 9. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT FURNISHED AND/OR INSTALLED BY THE CONTRACTOR T: 425.643.4310 CONFORMANCE WITH THE DESIGN OF THE BUILDING. SUBCONTRACTORS,OWNER OR OTHERS. I F 8 8 B F: 425.643.4314 W. +a"T. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE BUILDING OFFICIAL AND/OR FIRE PREVENTION 10. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH SLABS,WALLS,CEILINGS AND c - HH RIR ROOFS FOR DUCTS,PIPES,CONDUIT CABINETS,EQUIPMENT,ETC.AND SHALL VERIFY THE SIZES AND LOCATIONS WITHh � Ri.cd 1 BUREAU HAS APPROVED THE SUBMITTAL DOCUMENTS. HH HI-1 HH HH HH n SUBCONTRACTORS. H �- 11. PLACE NO OBSTRUCTIONS,INCLUDING MAINS,PIPING,CONDUIT,ETC.of ANY KIND SO AS TO IMPAIR GIVEN CEILING HH HN HH H HH H HH hH THE FOLLOWING ARE DEFERRED SUBMITTALS: HEIGHTS AND CLEARANCES.RUN PIPING,CONDUITS,ETC.IN JOIST DEPTH. DO NOT RUN BELOW SKYLIGHTS. 1111 HH HH HH HH HH ❑ FIRE SPRINKLER MODIFICATIONS 12. ALL CONDUITS,PIPING,ETC.SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS;DO NOT RUN AT AN ANGLE TO THE I EMT ❑ FIRE SPRINKLER SYSTEM AND ALARM SYSTEMWALLS. - - - - - - - - - - - � 13. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND/OR CEILING FINISHES,DO NOT RUN EXPOSED CONDUITS, HH H1H HH HH HH HH PIPING,ETC.ON WALLS OR CEILINGS. H-{HH HH HH HH •� 9ROP-M \ 14. ALL WORK IS TO BE PLUMB,LEVEL,TRUE TO LINE,AND STRAIGHT. E' I L Liu L U LIU 15. ALL JOINTS ARE TO BE TIGHT,STRAIGHT,EVEN,AND SMOOTH. f -� 16. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. C = = c = _ _ _ _ 17. PROVIDE ALL FASTENERS AND CONNECTIONS(WHETHER INDICATED OR NOT)NECESSARY TO ASSEMBLE THE WORK. PROJECT DESCRIPTION VICINITY MAP 18. PROVIDE SOLID BLOCKING/BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING,BUT NOT LIMITED 1 1 TO,SINKS,WALL BRACKETS AND WALL HUNG ITEMS. Li La 19. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND 12 FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. NO CHANGE TO EGRESS I I AREA OF WORK THIS PERMIT 20. REPAIR,PATCH,OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED,LIFTED,DISCOLORED,OR SHOWING OTHER SYSTEM OR OCCUPANT ITY OF TIGARD THE PROJECT ISA 760 SQUARE FOOT REMODEL OF THE EXISTING OPTICAL ANCILLARY OF AN EXISTING ONE STORY145,824 1p 9 ' SF MERCANTILE OCCUPANCY BUILDING WITH FULLY AUTOMATIC FIRE-PROTECTION SPRINKLER SYSTEM AND FIRE ALARM IMPERFECTIONS. LOAD 1o.a 506 SYSTEM. THE PROJECT IS ZONED AS GENERAL COMMERCIAL WITH A PLANNED DEVELOPMENT OVERLAY. 21. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE a s 5 4 s 2 RE FOR CODE COMPLIANCE cD m o JURISDICTION. Approved: d o THE WORK INCLUDES: 22. CONSTRUCTION ACTIVITIES SHALL NOT AFFECT THE OWNER'S OPERATIONS. LOUD ACTIVITIES(JACK-HAMMERING, ©TC: -DEMOLITION OF EXISTING OPTICAL 217 SAW-CUTTING,ETC.)AND ANY WORK REQUIRING INTERRUPTIONS OF UTILITIES(WATER,ELECTRICITY,GAS,FIRE -CONSTRUCTION OF NEW OPTICAL INCLUDES MECHANICAL,ELECTRICAL,PLUMBING&FIRE PROTECTION SYSTEMS. v� `� O� SPRINKLERS/ALARM,SEWER,ETC.)SHALL BE PERFORMED DURING NON-BUSINESS HOURS AS APPROVED BY THE EXISTING FLOOR PLAN Pen nit#: t� �G O OWNER. ENSURE UNINTERRUPTED SECURITY AND PHONE SYSTEMS OPERATION. ._ N QPG 23. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, Address** KEY PLAN v S� 5 SIGNS,REFLECTORS,LIGHTS,ETC.TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY SCALE: NOT TO SCALE Suite#: c w ALERTS DURING CONSTRUCTION. By; Date: l f'"5- SCOPE O WORK S�'G 24. ALL WORK IS TO COMPLY WITH THE APPLICABLE CODES. NO PART OF THE CONTRACT DOCUMENTS MAY BE CONSTRUED TO U) RFFN�G z REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING REGULATION. 3 l �(U 25. PROVIDE SEALANT AND BACKER ROD ALL AROUND EXTERIOR WALL PENETRATIONS(CONDUITS,FIXTURES,ETC.)AND ®FFICE COPY p )t >�o OPENINGS(DOOR FRAMES,WINDOWS,ETC.). MO 26. THE CONTRACTOR SHALL CONFIRM IF CONCRETE SLABS ARE POST-TENSIONED. IF ANY SLAB IS POST-TENSIONED,THE z BUILDING: liTHST O CONTRACTOR SHALL ACCURATELY LOCATE TENDONS,CONDUITS,PIPES,ETC.USING NON-DESTRUCTIVE TESTING METHODS HE WORK INCLUDES,BUT NOT LIMITED TO,INTERIOR TENANT IMPROVEMENTS AND FINISHES,ITEMS FURNISHED BY THE �9L SUCH AS IMAGING,INDUCED CURRENT METAL DETECTOR,ETC. AS RECOMMENDED BY THE POST-TENSIONING INSTITUTE. IF THE �` s ANY PROPOSED PENETRATION IS IN CONFLICT WITH TENDONS,ETC.,IMMEDIATELY NOTIFY THE ARCHITECT PRIOR TO - - - - - - - - - - o OWNER AND INSTALLED BY THE CONTRACTOR AND ITEMS FURNISHED AND INSTALLED BY THE OWNER WITH FINAL gg ��o PROJECT PERFORMING ANY WORK. T Q CONNECTIONS BY THE CONTRACTOR. 2 U A THE WORK ALSO INCLUDES,BUT NOT LIMITED T0,INTERIOR SIGNAGE,FIRE PROTECTION SPRINKLER SYSTEMS,LIFE c9 SITE DEMOLITION AND REMODEL CONSTRUCTION GENERAL NOTES -' SAFETY/FIRE ALARM SYSTEMS,HVAC SYSTEMS,ENERGY MANAGEMENT SYSTEMS,PLUMBING AND ELECTRICAULIGHTING �O 1. THE BUILDING WILL BE OCCUPIED AND IN FULL USE BY THE OWNER DURING CONSTRUCTION. �. LU y 2. CONSTRUCTION THAT MAY AFFECT THE PUBLIC SHALL BE DONE DURING OFF-HOURS 00 SYSTEMS. 3. AREAS OF DEMOLITION SHALL INCLUDE,BUT ARE NOT LIMITED TO,ANY STRUCTURAL,PLUMBING,ELECTRICAL,MECHANICAL, W TIGARD FIRE SPRINKLER,ETC.ITEMS NECESSARY TO COMPLETE THE DEMOLITION WORK.THE CONTRACTOR IS TO REMOVE ALL � WALLS,BOLLARDS,MISC.STEEL,PLUMBING,ELECTRICAL,RAISED CONCRETE SLAB,CURBS,REBARS,ETC.ASSOCIATED - WITH DEMOLITION OF AREAS SHOWN. v 5 4. ALL REMOVED ITEMS NOT DESIGNATED FOR REUSE SHALL BE OFFERED IN GOOD CONDITION TO THE OWNER. DURING THE CODE DATA 5. BIDDING PERIOD,COORDINATE AND VERIFY WITH THE OWNER AS TO WHICH ITEMS ARE TO BE SALVAGED. j DO NOT INTERRUPT ANY SERVICES(WATER,PLUMBING,FIRE SPRINKLER,ETC.)WITHOUT PRIOR WRITTEN APPROVAL OF THE ` EXISTING OWNER. l � 6. MAINTAIN FIRE SPRINKLER AND FIRE ALARM SYSTEM IN OPERATING CONDITION AT ALL TIMES. NOTIFY THE OWNER ANDOf / COORDINATE AT LEAST 48-HOURS BEFORE PARTIALLY OR COMPLETELY DISABLING THE FIRE SPRINKLER OR FIRE ALARM MITCHELL C. SMITH, ARCHITECT Q BUILDING CODE-2014 OREGON STRUCTURAL SPECIALTY CODE SYSTEMS. PROVIDE FIRE-WATCH AS REQUIRED BY THE JURISDICTION. ACCESSIBILITY CODE-ICC A1171. 7. PROVIDE AND MAINTAIN EGRESS PATHS THROUGHOUT CONSTRUCTION INCLUDING,BUT NOT LIMITED TO,EXIT SIGNS, OCCUPANCY GROUP-GROUP M(MERCANTILE) N LIGHTING,FIRE SPRINKLERS,ETC. OBTAIN FIRE MARSHAL APPROVAL PRIOR TO CLOSING ANY EGRESS OPENINGS AND/OR 0i TYPE OF CONSTRUCTION-TYPE V-B C) EGRESS PATHS DURING DEMOLITION/CONSTRUCTION. 00 ALLOWABLE AREA-UNLIMITED 8. THE CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES WITHIN PROXIMITY OF THE WORK AREA PRIOR TO / t �t' EXCAVATION. AREA OF WORK THIS PERMIT. �j. °' 9. EXISTING UTILITIES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE ONLY. SEE A506 FOR ENLARGED PLANS ® ® C.7 5287 VERIFY ALL INVERT ELEVATIONS AT POINTS OF CONNECTIONS OF NEW WORK TO EXISTING PRIOR TO STARTING ANY WORK. / T E C S O 10. PROVIDE TEMPORARY DUST PARTITIONS AS REQUIRED TO PREVENT DUST AND DEBRIS FROM SETTLING ON ADJACENT -- ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS � AREAS NOT UNDER CONSTRUCTION. REVIEW WITH AND OBTAIN OWNER'S APPROVAL FOR LOCATIONS. � � ®�® i � S L � p 11. CAP ALL UTILITIES AND DRAIN LINES BELOW THE FLOOR AS REQUIRED. CONTRACTOR IS RESPONSIBLE FOR FLOOR y v PATCHING. Q FOR ADDITIONAL ABBREVIATIONS:SEE OTHER DESIGN DISCIPLINES AND A601 12. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND O � CONSTRUCTION. ® B m ® ® ® ® SYMBOLS LU AFF ABOVE FINISHED FLOOR(SLAB) STD STANDARD 13. WHEN CUTTING AND PATCHING,THE CONTRACTOR SHALL USE METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED BFF BELOW FINISHED FLOOR(SLAB) STL STEEL OR ADJOINING SURFACES. CUT HOLES AND SLOTS AS SMALL AS PRACTICAUPOSSIBLE NEATLY TO SIZE REQUIRED AND U BOT BOTTOM STRUCT STRUCTURE,STRUCTURAL _ _ m aMc2,Inc.All rights any reserved.No part of mi[his document may M reproducec LU DETAIL NEW CONSTRUCTION-SHOWN SOLID WITH MINIMUM DISTURBANCES OF ADJACENT MATERIALS. _ in any form or by any means without permission in writing from MGz,enc. LU ITEM SIO OR NIC CL CENTER LINE TOJ TOP OF JOIST 14. WHERE EXISTING CONSTRUCTION IS REMOVED,CUT OR OTHERWISE DISTURBED,PATCH TO MATCH THE EXISTING _ DETAIL IDENTIFICATION r - - - - - - - CLR CLEAR TOM TOP OF MASONRY ADJACENT SURFACES. SEAMS TO BE AS INVISIBLE AS PRACTICAL. REPAIRED FINISHES SHALL BE EXTENDED TO THE \ _ - �_ - 0 DATE DESCRIPTION CUT LINE-DEFINES THE I I CLG CEILING TOP TOP OF PARAPET NEAREST VISUAL BREAK LINES SUCH AS CORNERS,CEILING LINES,TOP OF BASE,ETC. o DETAILED ELEMENT L - _ - - - - J CMU CONCRETE MASONRY UNIT TOS TOP OF STEEL 15. WHERE NEW WORK ABUTS OR ALIGNS WITH EXISTING,PERFORM A SMOOTH AND EVEN TRANSITION. PATCHED WORK TO 08.28.15 CD TRIGGER _j 701 COL COLUMN TOW TOP OF WALL MATCH EXISTING ADJACENT WORK IN TEXTURE AND APPEARANCE. 09.25.15 PERMIT SUBMITTAL cuv SHEET WHERE DRAWN ITEM SOIC OR SIC CONC CONCRETE T&B TOP AND BOTTOM 16. REMOVE AND REPLACE AREAS,SURFACES OR ITEMS THAT CANNOT BE SATISFACTORILY PATCHED. BID ISSUE 0 EA EACH TYP TYPICAL 17. AS A MINIMUM,THE LEVEL OF WORKMANSHIP SHOULD MATCH THE GENERAL LEVEL OF EXISTING WORKMANSHIP. EXISTING CONSTRUCTION TO REMAIN- ELEV ELEVATION UNO UNLESS NOTED OTHERWISE 18. WHERE REQUIRED,TRIM EXISTING WOOD DOORS AS NECESSARY TO CLEAR FLOORING. SEAL CUT EDGES. I WALL SECTION SHOWN LIGHT BACKGROUND EQ EQUAL VERT VERTICAL 19. UNLESS SHOWN ON THE DRAWINGS OTHERWISE,DO NOT SUPPORT OR SUSPEND ITEMS,EQUIPMENT,HANGERS,ETC.FROM DETAIL IDENTIFICATION EXT EXTERIOR VIF VERIFY IN FIELD v= EXISTING STRUCTURAL MEMBERS(BEAMS,TRUSSES,JOIST,ETC.)WITHOUT WRITTEN APPROVAL OF A LICENSED IV CUT LINE-DEFINES THE FF FACTORY FINISH W/ WITH STRUCTURAL ENGINEER. a 20 DETAILED ELEMENT FRPP FIBER REINFORCED PLASTIC PANEL(S) W/0 WITHOUT 20. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER(PARTICULARLY ROOF JOIST)WITHOUT WRITTEN APPROVAL OF A FRT FIRE RETARDANT TREATED WD WOOD LICENSED STRUCTURAL ENGINEER. ! N 701 SHEET WHERE DRAWN FTOF FINISH TO FINISH FACE 21. SHORING OF STRUCTURAL FOUNDATIONS,STRUCTURES,AND/OR TRENCHING REQUIRED TO COMPLETE THE WORK Ery GC GENERAL CONTRACTOR DESCRIBED IN THE DOCUMENTS IS CONSIDERED A MEANS,METHOD OR TECHNIQUE AND IS THE SOLE RESPONSIBILITY OF C) EXISTING CONSTRUCTION TO BE GWB GYPSUM WALLBOARD,GYPSUM NO CHANGES TO SITE OR N INTERIOR ELEVATION THE CONTRACTOR. IF A REGULATORY AGENCY REQUIRES A LICENSED ENGINEER TO SUPERVISE,APPROVE,AND/OR \• � '"- � REMOVED-SHOWN DASHED HORIZ HORIZONTAL PROVIDE DRAWINGS FOR STRUCTURAL FOUNDATIONS,STRUCTURES,AND/OR TRENCHING, IT IS THE RESPONSIBILITY OF PARKING t SW DARTMOUTH ST DETAIL IDENTIFICATION _____ HVAC HEATING,VENTILATION,AND AIR CONDITIONING rn � __ ----- THE CONTRACTOR TO CONTRACT WITH THE ENGINEER DIRECTLY AND THE COST SHALL BE INCLUDED IN THE BASE BID. IBC INTERNATIONAL BUILDING CODE .. w 22. ALL SYSTEMS AND SERVICES ARE TO BE LEFT OPERATIONAL PRIOR TO THE END OF EACH WORKDAY. 503 6 NTS NOT TO SCALE 23. THE CONTRACTOR SHALL REMOVE ALL RUBBLE AND DEBRIS FROM THE JOBSITE DAILY AND LEAVE THE BUILDING AND w SHEET WHERE DRAWN OC ON CENTER GROUNDS BROOM CLEAN UPON COMPLETION OF THE WORK. 0 TO 0 OUT TO OUT Q / ��- , 95-1840-22 o PERP PERPENDICULAR OPERATIONAL PHASING NOTES - � "f�~ PM: CHRISTINA PUZON PLYWD PLYWOOD 1. THE PHASING INDICATED ON THE DRAWING IS THE OWNER'S PREFERRED OPERATIONAL SEQUENCES.THE CONTRACTOR o R RADIUS DRAWN: RAB,YAL � SHALL CONFIRM THE OPERATIONAL PHASING WITH THE OWNER PRIOR TO STARTING CONSTRUCTION Q RCP REFLECTED CEILING PLAN 2. THE PHASING SHOWN IS NOT INTENDED TO REPRESENT OR DICTATE CONSTRUCTION PHASING,MEANS,METHODS OR �� ✓f WALL TYPES MATERIALS RD ROOF DRAIN TECHNIQUES. r' -, RL RAIN LEADER 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION PHASING SO AS NOT TO IMPACT THE OWNER'S f �� TITLE SHEET REFRIG REFRIGERATION OPERATIONS. w 3 5/8"METAL STUDS UNO AT 16"OC WITH GWB ® ACOUSTICAL TILE SIO SUPPLIED AND INSTALLED BY OWNER 4. REMOVE WALLS,BOLLARDS,PLUMBING,ELECTRICAL,ETC,AND CAP UTILITIES BELOW THE FLOOR AS REQUIRED TO ACHIEVE co -PAINTED EACH FACE LINO PER SCHEDULE SIV SUPPLIED AND INSTALLED BY VENDOR THE OPERATIONAL PHASING. >_ STEEL SUPPLIED BY OWNER INSTALLED BY 5. PROVIDE TEMPORARY UTILITIES AS REQUIRED DURING PHASING. EXISTING SITE PLAN STEEL CONTRACTOR 6. WHEN THE WORK INCLUDES DEMOLITION OF OR TEMPORARILY COVERING OF THE EXISTING EXTERIOR SIGNAGE,THE CID METAL INSULATED PANELS SOIV SUPPLIED BY OWNER INSTALLED BY VENDOR CONTRACTOR SHALL PROVIDE A TEMPORARY"COSTCO WHOLESALE"SIGNAGE(OF SIZE COMPARABLE TO EXISTING SIGN) FREEZER/COOLER WALLS(SIO) WOOD BLOCKING SQ SQUARE UNTIL PERMANENT SIGN IS INSTALLED. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. PROVIDE SCALE: NOT TO SCALE Uj SS SERVICE SINK,SANITARY SEWER ILLUMINATION FOR THE TEMPORARY SIGN. CONFIRM LOCATIONS WITH THE OWNER. TS1 O 7 0 ® WOOD MEMBER SST STAINLESS STEEL J d 3 NOTE: ALL OUTLETS ARE LOCATED PER ELECTRICAL DRAWINGS; ALL LIGHT SWITCHES ARE LOCATED PER ELECTRICAL DRAWINGS; NOTE AT OPTICAL 2 ( # P=TELEPHONE JACK ARE LOCATED PER ELECTRICAL DRAWINGS ONLY:LIGHT STEEL JOISTS PROOF-SEAL ALL PER STRUCT DEMOLITIONcb5m PENETRATIONS KEYNOTES L._.. ___ ._._ .._. �. .� -._ __ s_ __-- _- � __ — � ___ __. .._... _._ _._ ._..^ ._ ._._I � 12'-0"UNo -( - -- = _-�_ _".� = _r� " - �- - __ — _ _ - - Q_ _ 1MEW KEY 01 GC TO REMOVE EXISTING OPTICAL EXAM&RECEPTION ROOMS. PATCH& 1 x 3 WOOD TRIM REPAIR AS NEEDED. ( i i ( �_ _�� L_ _._ _ _._ __ -t T I GA R D, OR �------ 3 x 3 RACEWAY IN WALL FOR DATA CABLES 20 GC TO RELOCATE RACKING PER COSTCO'S INSTRUCTION. CUT BLOTS FLUSH #111 i i 1 1 i i -EXTEND ABOVE CEILING,WHERE OCCURS SOUND BATT W/FLOOR BY GC. CAT 5 BOX AND PHONE INSULATION I { j i L4r'1 I i ( ( ( 7850 SW DARTMOUTH CLEAN POWER OUTLET TIGARD, OR 97223 NETTING TO [�LDIRTY SUPPORT ( ( ,. O INSULATION 18"MAX O POWER OUTLET GWB-PAINTEDL -J DATA BOX AND COVER PLATE C O S T C O i EXTENDGWB WHOLESALE EFULL HEIGHT GC NOTE: 1. PROVIDE INSIDE/OUTSIDE CORNER TRIM AND (i C O R P O RAT I C WAINSCOT CAP TRIM AT DFRPP 1 SOUND BATT ( ill l ` (— - -- _y- INSULATION 2 r- = �--, 2. VERTICAL PANEL BUTT JOINTS ARE CAULKED A601 I ( ( ( i s`� � ( I j 999 LAKE DRIVE f 4 9 i ( I SSAQ UAH WA 98027 WITH COLOR SEALANT TO MATCH DFRPP COLOR. SUSPENDED - .--- -- # i I 3. CAULKING BY GC-DO NOT USE H-SHAPED TEE GRID W/ I ( - _a I I i \\ T: 425.313.8100 MOLDING AT BUTT JOINTS ACOUSTICAL I i �� ___ r_-_q ( ( - - BOARD ( i � I _ _ I , \ WWW.COStco.com 8'-6"UNO _ - - _) I _ _i i @_e E I �i i _ _ _ _ - _ __ __� 1 I \ y 3-5/8"METAL STUDS AT 16"OC,MAX,EXCEPT 6" A1101 SecondAve, I 1 METAL STUDS AT BACK WALL OF CONSULT ROOMS I 98101 SOUND BATT INSULATION SHIM AS REQUIRED SOUND INSULATED WALL / CEILING 2 _ 1 . • . 6500 COMMUNICATION FITTING,S166BLK SCALE: 1-1/2" - 1'-0" 0315 ATTACHING RING, DEMOLITION PLAN CATALOG#437-7/8" 4 SCALE: 1/4" = 1'-0" 0415 0 - 3 )421-3" 70, —8'-6"AFF NOTE: 12�" ENTRY BREAKAWAY — -- OPTICAL ROOMS-PROVIDE SOUND CONTROL CONSOLE SLIDER 1 7 INSULATION ALL WALLS AT PATIENTS RIGHT, 506 SIGNAGE ABOVE 17 SUSPENDED ACOUSTIC TEE GRID CEILING 601 TYPICAL I i A601 ��' 1 _ 4—« 3 x 3 RACEWAY © I © --► A5° o PERMIT SE7 DFRPP ON GWB 102 S 4;-611114 Z RECEPTION N PULL STRING,BY GC 011 OPTICAL CASEWORK�, O CONSULT E 101 ROOM#2 D -5EE LEGEND 6"STUDS COMMUNICATION FITTING S166B �q 100 175 106 WITH COVER PLATE 829STC °Q DATA CHASE,TYP 108 107 (5)LOCATIONS ABO - - - - - - - - - - - - - - - 1 _SEE ELECTRICAL FOR 105 111 MOUNTING HEIGHT 11 16 HORZ 2"CONDUIT 506 0 0 5A 506 WHERE SHOWN E 113 THERMOSTAT 12'-8" SIM.OPP HAND ATTACHING RING, 640 11'-3" T CATALOG#437-7/8" 506 16 102 5B 5'-6" 0 SHIM AS REQUIRED 50 0 CONSULT4.0" ABOV 105 6"STUDS ROOM#3 DATA C HAS E 4 K100 176 108 —CURTAIN CONSULT "' ABOVE D o, 0 108 ROOM#100 100 SCALE: 1-1/2" = 1'-0" 0315 105 E SERVER 011 ROOM CAMERA D 174 \ 178 © ROM E \ 0 1 7 2'_1" 011 \ 102 \ M111F1 A WATER HEATER(BELOW) NOTE: GC NOTE: 11 506 SEE A506.1 FOR OPTICAL INTERIOR ELEVATIONS PROVIDE BACKING FOR ALL WALL MOUNTED EQUIPMENT,TYPICAL-SEE 8/A601 18 506 I � C) OPTICAL ENLARGED PLAN SCALE: 1/4" = 1'-0" 0415 KEY PLAN 0 EQ PANELS AT EQ 3 NOTE: NOTE: FOR GRID CEILING PROVIDE SOUND INSULATION 0 2'-0"=8'-0" DETAILS,SEE 1/A601 BATTS ENTIRE CEILING U) 2 O 506 EQ PANELS AT EQ U 21.0"=26'-0" C) w O RECI PTION 73 0 MAIN TEES AT ROOM CONSULT N 't4'-0"OC-TYP 175 LU " CROSS TEES AT t= Z v 2'-0"OC-TYP O LU MITCHELL C. SMITH, ARCHITECT T w O w CON ULT w ��5�' < , o Roe A#3 ti C„ ' 1 6 a 4 5287 w " I C ULT co -v I 11 9? #1 w n. ROV EATTL , O 17 y ��~ W 1 O \\ pFpg� Q wF77 I I - \ U) A ©MG2,Inc.All rights reserved.No part of this document may b A $�0 in any form or by any means without permission in writing from IN CENTER SIGN L DATE DESCRIPTION ON WALL 3 2 08.28.15 CID TRIGGER C) 101 WOOD EXISTING (Sole) 4 601 SIM A506 1 x 3 EXISTING 09.25.15 PERMIT SUBMITTAL � WOOD TRIM EYE TRIM 12'-0"AFF I BID ISSUE EXA S -1:11110 OPTICAL REFLECTED CEILING PLAN zzz 14 GC NOTE: SCALE: 1/4" = 1'-0" 0415 g INSTALL SECONDARY WINDOW ON moi=—lel 4WB- SIGNS ON WHITE 4WB- NORTH WALL PAINTBACKER BOARD? � PAINT XX IIS �; ;�► � — � _ J OPTICAL EQUIPMENT LIST O OPTICAL CASEWORK LEGEND — — — EQ NO QTY DESCRIPTION SUPPLY/INSTALL REMARKS CASE QTY DESCRIPTION SIZE REMARKS 95-1840-22 .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. 011 4 PAPER TOWEL DISPENSER SOIC 101 A 1 OPTICAL RECEPTION CAB 4 . . . .. . . .. . .. . .. . I . .. . . .. . . .. . . .. . ... . . .. . . . .. . . .. . . .. . . .. . . .. . . .. . . .. . / / . . . .. . . .. . ... .. .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . ... . .. . . .. . . .. . . ... ... . . ... . .. . . .. . . .. . . .. . . .. . . ...... . . .... .. . . .. . . .. DRAWN: RA AL UZON INET 30 X 8 SECURE TO WALL PM: CHRISTINA P . . . .. .. .. . .. .. .. . . ... . .. .. .. . . .. .. . .. . . .. . . . .. .... . . .. . . .. .. .. . ... . . .. . .... . .. . . .. . ... . .. . . .. . . .. . . .. . . ...... . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . . .. . ... .... . . .. . . .. . . .. .. .. .. . 100 3 CONSULT CHAIR SIO 101 B 1 OPTICAL RECEPTION RETURN 24"X 47" SECURE TO WALL D B Y FIN FLR101 1 OPTICAL CASEWORK SET SOIC SEE CASEWORK LEGEND 101-C 2 OPTICAL DRAWER UNIT MOVABLE O'-O" 102 3 INSTRUMENT STAND SIO MOVABLE, DO NOT SECURE TO WALL 101-D 3 OPTICAL 36" SINK BASE W/SINK&FAUCET 6"RUBBER—/ L OPTICAL ENTRY 6"RUBBER 2 105 3 DIGITAL SCREEN SIO 101-E 6 OPTICAL 36"WALL CABINET 36"X 36" MOUNT BOT EDGE 50"AFF OPTICAL PLANS Q BASE A601 BREAKAWAY SLIDER BASE A60lj 106 2 AUTO REFRACTOR SIO 101-F 3 OPTICAL 24" BASE CABINET MOVABLE -SEE PLAN FOR 107 2 TONOMETER SIO 101-G 1 OPTICAL CONTACT LENS TABLE MOVABLE DETAILS AN D CART RAIL DIRECTION OF CART RAIL 108 3 MIRROR SIO CENTER ON CONSULT CHAIR 101-I 0 OPTICAL COAT CLOSET 16"X 62 1/2" MOVABLE SLIDING PANEL 111 2 LENSOMETER SIO 101-1 3 OPTICAL CONSULT DESK MOVABLE ELEVATIONS 112 0 CHAIRS SIO RECEPTION ROOM 101-T 0 OPTICAL 36" DRAWER CABINET 30"X 62 1/2" MOVABLE O P T I CA L SOUTH WALL (N . WALL SIM . ) OPTICAL ENTRY WALL 113 2 INSTRUMENT TABLE SIO MOVABLE, DO NOT SECURE TO WALL 114 2 VISUAL FIELDS SIOA506 0 16SCALE: 1/4" _- 1 0rr17 0315 SCALE: 1/4" -_ 1'-0" 0315 PAINT FRAMES TO MATCH WALL ' ZZ -'WHOLE"LE I � T `GWB-PAIN _ EDGE TRIM, rGWB- J T I GA R D OR R T TYP,BY GC j j PAINT GWB- ( #111 PAINT II - CASEWORK I x^x 7850 SW DARTMOUTH II —► o . .. . . . . .. .. . . . . I TIGARD, OR 97223 LI J II OQ _ I I I DFRPP,TYP _ DFRPP;TYP I = 2-8" 2!4� I 2'-s" T-0" COSTCO 6 G WHOLESALE 506 4"RUBBER 4"RUBBER BEHIND i BASE,TYP i i BASE,TYP BEYOND 113 I I 113 CORPORATION 999 LAKE DRIVE I SSAQ UAH, WA 98027 - - T: 425.313.8100 www.costco.com CASEWORK IN FOREGROUND CASEWORK IN FOREGROUND i - Ave, i0 RECEPTION FRONT WALL RECEPTION SIDE WALL RECEPTION BACK WALL RECEPTION SIDE WALL Seattle, WA 98101 )7 5 2069626500 SCALE: 1/4" = 1'-0" 0315 SCALE: 1/4" = 1'-0" 0315 SCALE: 1/4" = 1'-0" 0315 SCALE: 1/4" = 1'-0" 0315 • POWER FOR DIGITAL SCREEN,SEE ELEC E E GWB-PAINT 105 DFRPP,TYPICAL 011 � FDFRPP,TYPICAL 011 E E TYPICAL PANEL ZGWB-PAINT l I BUTT JOINT-SEE PERMIT S E T GC NOTE BELOW DOOR 6 i i i I. , ` # 506 i. . s M �- i ch STOP O I-CED 0 l i 102 I I I � I DATA J CHASE,SIM � ----------- 0== j I . . . N ! f CV 506 SIM D 108 CON I LOCATE OUTLETS OUTLET—/ SINK WASTE AND OUTLET SINK WASTE AND CONDUIT BEHIND EQUIPMENT, CENTER ON TYPICAL WATER SUPPLY WATER SUPPLY CONSULT \_4"RUBBER BASE,TYP \-4'RUBBER BASE,TYP CHAIR CONSULT ROOM #1 & #2 CONSULT ROOM #1 , #27 AND 3 CONSULT ROOM #1 SIDE WALL ENTRY WALL BACK WALL CONSULT ROOM #1 SIDE WALL CONSULT ROOM #2 SIDE WALL 6 SCALE: 1/4" = 1'-0" 0515 7 SCALE: 1/4" = 1'-0" 0315 8 SCALE: 1/4" = 1'-0" 1213 9 SCALE: 1/4" = 1'-0" 0613 10 SCALE: 1/4" = 1'-0" 0613 c� 0 0 LID DFRPP,TYPICAL KEY PLAN o E GWB-PAINT E E E v 00 rn I 0 O o U DOOR II o STOP F i BUTT JOINT- II II o 102 ; o . i SEE GC NOTE 0 - __ _ J =_- j BELOW 0 O 6 OUTLET 6 � D 108 506 SIM 108 D DOOR STOP 506 SIM UCENTER ON CENTER ON CONSULT CONSULT SINK WASTE AND WATER SUPPLY O CHAIR CHAIR POWER FOR WATER HEATER LOCATED HERE(INSIDE CABINET)-SEE MECH DWGS O QMITCHELL C. SMITH, ARCHITECT 0 N 14 _T 00 CONSULT ROOM #2 ENTRY WALL CONSULT ROOM #2 SIDE WALL N CO SULT ROOM #3 ENTRY WALL CONSULT ROOM #3 SIDE WALL CONSULT ROOM #3 SIDE WALL 5287 E I D (: ) SCALE: 1/4" = 1'-0" 0315 SCALE: 1/4" = 1'-0" 0515 13 SCALE: 1/4" = 1'-0" 0515 1 SCALE: 1/4" = 1'-0" 0515 15 SCALE: 1/4" = 1'-0" 0315 O J, S TILE, Ry J o ��OF 0,�.�C� Q W ©MG2,Inc.All rights reserved.No part of this document may be reproducec LLJ n any form or by any means without permission in writing from MG2,Inc. O DATE DESCRIPTION o DFRPP,TYP I� I 08.28.15 CD TRIGGER W J 09.25.15 PERMIT SUBMITTAL N ; 1 O O 2 I I I T BID ISSUE 2 8 506.1 11 506,1 5 - - - - - - - -� I LL I _ RECEPTION � I I ; I ❑ 173 I I I I 14 6 W43T 8 506.1 13 ` 16 7 506.1 8 CO o i 174,506.1 19 R01 F \ � I I I ui 2 Iz LU \--4'RUBBER BASE,TYP \L--CURTAIN 95-1840-220 I PM: CHRISTINA PUZON 0 DRAWN: RAB, YAL Q U U J Q OPTICAL w INTERIOR CbS7%= co ELEVATIONS } CAMERA ROOM SIDE WALL CAMERA ROOM BACK WALL CAMERA ROOM SIDE WALL CAMERA ROOM FRONT WALL KEY PLAN m 0 W o SCALE: 1/4" = 1'-0" 0515 17 SCALE: 1/4" = 1'-0" 0515 1 SCALE: 1/4" = 1'-0" 0515 19 SC _ - 0515 A566 . 1 1 6�-�-MAXIMUM OUT OF PLUMB 1:6-IF GREATER ROOM FINISH SCHEDULE PROVIDE COUNTER-SLOPING WIRES MINIMUM 12 GA WIRE 8„ 2 x 8 CART RAIL FLOOR BASE WALL CEILING REMARKS MAXIMUM 4'-0"OC,MAXIMUM HEAVY DUTY SYSTEM LOCATION NO ROOM NAME (SEE NOTES SPREADER BAR +2'-10"AFF MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HT BELOW) jill MINIMUM(3)TURNS IN 1-1/2" MAIN RUNNER 173 RECEPTION CONC SEAL RB-4 GWB / DFRPP P AC-1 8'-6" 3, 22 -1A SALE 3/4"MIN AT 4'-0"OC,MAX 174 CONSULT ROOM #1 CONC SEAL RB-4 GWB / DFRPP P AC-1 8'-6" 3, 24 © OPTICAL 175 CONSULT ROOM #2 CONC SEAL RB-4 GWB / DFRPP P AC-1 V-6" 3, 24 TIGARD, OR FRPP BETWEEN CART RAILS 12-0 AFF #111 VERIFY 176 CONSULT ROOM #3 CONC SEAL RB-4 GWB / DFRPP P AC-1 8'-6" 3, 24 LAY-IN BOARD,SEE = CROSS TEE POP RIVET ROOM FINISH SCHEDULE = 1 x 3 TRIM WHERE OCCURS 177 CAMERA ROOM CONC SEAL RB-4 GWB / DFRPP P AC-1 8'-6" 24 7850 SW DARTMOUTH ARMSTRONG z NOTE: 178 SERVER ROOM CONC SEAL RB-4 GWB / DFRPP P AC-1 8'-6" 24 TIGARD, OR 97223 BERC2 CLIP LL, CEILING MEMBERS MAY BE ATTACHED " METAL JOIST v TO NO MORE THAN(2)ADJACENT WALLS GWB ON 3-5/8 (UNO)METAL STUDS AT 16"OC a UNATTACHED WALL BD MAIN RUNNERS & CROSS TEES @ATTACHEDWALL ROOM FINISH ABBREVIATION KEY COSTCO PARALLEL TO MAIN RUNNER, MIN(4)TURNS PARALCROSS TEEEL SIGN(SOIL) AC-1 24x48 SUSPENDED GRID WITH LAY-IN ACOUSTIC BOARD GFP GYPSUM FIBER PANEL PLY PLYWOOD FIRE RETARDANT TREATED 12 GA WIRE,TYPICAL IN 1-1/2" CROSS TEE ( ) WHOLESALE 46° 2 x 8 CART RAIL AC-2 24X48 SUSPENDED GRID WITH MOISTURE RESISTANT, GWB GYPSUM WALL BOARD RCT RATED 24x48 CEILING TILE 45°MAXT-0"MINIMUM ORAS WASHABLE LAY-IN MINERAL BOARD ACOUSTIC TILE LF LAMINATE FLOORING (SOIC) RB-4 RUBBER BASE -4" HIGH CORPORATION NATE: NOTED ON ELEVATION AC-3 24X48 RATED SUSPENDED GRID AND LAY-IN ACOUSTIC M MEDIUM TEXTURE RB-6 RUBBER BASE- 6" HIGH FICR ADDITIONAL NOTES SEE +0'-6"AFF S-fRUCTURALDRAWINGS BOARD MF MATTE FINISH SEAL SEALER 999 LAKE DRIVE MAIN LLEL RUNE 6"RUBBER BASE AC-4 24X48 SUSPENDED GRID WITH MOISTURE RESISTANT, MIP METAL INSULATED PANELS (SIO) SST STAINLESS STEEL ISSAQUAH, WA 98027 MAIN RUNNER WASHABLE LAY-IN GYPSUM BOARD ACOUSTIC TILE MP PRE-FINISHED METAL PANELS BY MBS SV SHEET VINYL T: 425.313.8100 45°MqX CONCRETE SLAB 5/8"GWB-PAINT C CARPET TILE SOIC OTS OPEN TO STRUCTURE SVT SOLID VINYL TILE www.costco.com PARALLEL TO CROSS TEE 45°�� AlN RUNNE FIN FL-0'-0" (SOIC) 2„ a CMU CONCRETE MASONRY UNIT P PAINT- EGGSHELL FINISH T 12"X12" PORCELAIN TILE VERTICAL STRUT COMPRESSION POST TO NOTE: o GC NOTE: - CONC CONCRETE P-LAM PLASTIC LAMINATE TB GYPSUM FIBER PANEL TILE BACKERBOARD SEISMIC BRACING ONLY ° ° ° a SECURE SIGN W/COLOR 3-5l8"METAL STUDS �� SZRUCTURE ABOVE 12-0 OC EACH WAY, ° a AT 16"OC MAX CV 6 COVED VINYL PB POLYMER BASE- COVED VCT VINYL COMPOSITION TILE - STATIC DISSIPATING S-TART 6'-0"MAXIMUM FROM EDGE OF CEILING REQUIRED IN SEISMIC o ,. : a .4 4. - MATCHED FASTENERS AROUND PERIMETER-SEE STRUCTURAL D)SEISMIC BRACING CATEGORIES D,E&F ° a DFRPP DECORATIVE FIBERGLASS REINFORCED PLASTIC PANEL PF-A POLYMER FLOORING WB WOOD BASE (SOIC) SecondAve, - i DPL DIAMOND STEEL PLATE PF-B POLYMER FLOORING SEE SPECIFICATIONS WL WALL LAMINATE98101 SUSPENDED TEE GRID CEILING CART RAIL I N T E R I O R S I G N SUPPORT FRPP FIBERGLASS REINFORCED PLASTIC PANEL PF-C POLYMER FLOORING FOR FINISH AND COLOR Seattle,2069626500 )7 1 SCALE: 3" = 1'-0" 0213 SCALE: 1-1/2" = 1'-0" 0806 SCALE: 1-1/2" = 1'-0" 1010 • 1/4'LONG MTL ROOM FINISH REMARKS HUGGERS ��j l 10 DEGREES � METAL STUD 1. RB-6 ON GWB WALLS 17. CEILING HEIGHT NOTED IS MINIMUM, ADJUST TO 28. 8'-0" HIGH FRPP ON PLYWOOD AT SERVICE SINK - - - - 2. GWB ON STUD WALLS - PAINTED MAINTAIN 1'-6" ABOVE TALL CASES TO SPRINKLER 29. 8'-0" HIGH FRT BC-X PLYWOOD, PAINT BLACK: TYPICAL END SCALE:NTS CUT FLANGE&BEND AT EA STUD 3. PROVIDE BASE ON CASEWORK DEFLECTOR -ATTIRE INSTALLATION -ALL WALLS 4. STEEL DECK ABOVE CEILING 18. 14 GA SHEET METAL SECURITY BARRIER ON BOTH SIDES -AT TIRE SALES -WALL COMMON TO MAIN SALES 5. SST ON GFP- FULL HEIGHT ON STUD WALLS OF STUD - FULL HEIGHT 30. GWB ON WALLS EXTENDS TO SECURITY DECK ABOVE 6. GWB - PAINTED ON WAREHOUSE SIDE OF STUD WALLS 19. PAINT UNDERSIDE OF EQUIPMENT PLATFORM 31. RUBBER BASE AT GWB 7. SOUND CURTAINS 20. SLAB SAW CUT JOINT LOCATIONS, SEE STRUCT DWGS 32. CHAIN LINK FENCE LID (SIO), JOISTS BY GC F FRPP WHERE 8. CERAMIC TILE TO 8'-0"AFF, GWB ABOVE - PAINTED 21. CEILING TRANSITION - SEE DETAILS 19 AND 20 A501.1 33. CARPET IN HEARING CENTER BOOTH (SOIV) PERMIT SET OCCURS 9. 1-HR RATED PER OWNER REQUEST- NOT CODE 22. 4'-0" HIGH DFRPP WAINSCOT, W/WAINSCOT CAP BY GC, 34. BUTLER RIB II - COOL IVORY WHITE METAL PANEL ALL DOUBLE REQUIRED TRIM SIMILAR TO EDGE TRIM -ALL WALLS WALLS EXCEPT AT WAREHOUSE WALLS WHERE PANELS STUD 10. FLOOR TILE MUST BE NON-STATIC 23. NOT USED MATCH PANELS ABOVE CANOPY ROOF 11. GWB, PAINT-AT#L-7A WALL SHELVES/DISPLAY ONLY 24. DFRPP WALL SURFACING, TWO WALLS - FULL HEIGHT 35. GC TO CLEAN, SPOT PRIME, RE-PRIME AND PAINT RPP z z 6 x 16 GA CONT RUNNER TRACK 12. FRPP ON GWB - FULL HEIGHT ON STUD WALLS 25. NOT USED 11 ENTIRE UNDERSIDE OF CANOPY N fV •• (UNPUNCHED) 13. SST ON GFP- FULL HEIGHT BEHIND OVEN 26. AT COMPACTOR DOOR- PROVIDE POLYMER 8'-0"X 8'-0' 36. PAINT EXPOSED STEEL AND COLUMNS 14. CHAIN LINK FENCE/GATE (SIO) ON FLOOR AND 2'-0" ON WALL EACH SIDE OF DOOR TO 37. PLYWOOD TO 8'-0", GWB ABOVE 2" 51/2" 15. FRPP ON GWB TO 4'-0"AFF TOP OF DOOR; CENTER ON DOOR MIN CART_0AIL WHERE OCCURS MIN (3)#10 SHEET METAL SCREWS 16. FRPP ON GFP - FULL HEIGHT 27. FRPP ON GWB - FULL HEIGHT AT SINK 'L-SHAPED'16 GA SATIN 'U-SHAPED'16 GA SATIN FINISH STAINLESS STEEL FINISH STAINLESS STEEL AT CORNER @ATWINGWALL DOOR SCHEDULE NOTE: PROVIDE BACKING BEHIND TOILET DOOR FRAME w 15 SECOND DELAY -EXTEND CORNER GUARDS TO FINISH FLOOR WHERE POLYMER BASE OCCURS UNO ACCESSORIES,DIAPER DECK,GRAB LOCATION N0. o > -FULL HEIGHT OF OPENING,UNLESS NOTED OTHERWISE BARS,HANDRAIL BRACKETS,URINAL O WIDTH HEIGHT TYPE LABEL MATERIAL MATERIAL DET.# SHT.# = Q REMARKS -ADHESIVE TO WALL SCREENS,PAPER TOWEL DISPENSERS, -SEE A5 SERIES FOR LOCATIONS SHELVING AND WALL MOUNTED _J EQUIPMENT,ETC WHERE SHOWN 4 T-0" 7-6" K ALUMINUM ALUMINUM 17 A601 39 SLIDING WITH BREAKAWAY CORNER GUARDS (CG) )-BACKING 5 3'-0" T-0" J WOOD STEEL 13 A601 19 PAINT METAL FRAME TO MATCH WALL COLOR OPTICAL 5A Z-8" T-0" J WOOD STEEL 13 A601 19 PAINT METAL FRAME TO MATCH WALL COLOR SCALE: 3" = V-0" 0912 SCALE: NOT TO SCALE 1012 5B 2'-8" 7'-0" J WOOD STEEL 13 A601 19 PAINT METAL FRAME TO MATCH WALL COLOR 6 4'-0" T-0" J WOOD STEEL 13 A601 19 PAINT METAL FRAME TO MATCH WALL COLOR RELITE / WINDOW SCHEDULE 0 5/8"GWB FACE OF N0 FRAME GLASS INTERSECTING WALL LOCATION REMARKS 0 3 5/8"METAL STUDS TYPE WIDTH HEIGHT LABEL MATERIAL DET# SHT# THK LABEL NOTES KEY PLAN « 0 00 DOUBLE STUDS AT JAMB OPTICAL 1 D 3'-4" 4'-9" ALUMINUM 16 A601 MFR TEMP SLIDER WITH LOCK-HOLD DIMENSIONS t`n rn GWB,TYPICAL w Z Ca p O - AFF 1/2"TYP CO CO 77 z zw O SEALANT BOTH SIDES HM FRAME(PAINT) = o w DOOR TYPES SCALE: 1/4" 0 o = N x O L T-0- Z LU I TEMPERED GLASS,TYP � w WIDTH " EQ. EQ. 0 JAMB ANCHOR oo co o0 T_ MIN 3 PER JAMB Olt O _ METAL STUD WALL w HEAD MAIN SALES PER PLAN-TYP 101 DOOR PER SCHEDULE v DOUBLE STUDS AT JAMB CD O CD O p SHIM AS REQUIRED = _ 5 7/8"UNO LOUVER-WHERE 0 SEALANT ALL AROUND BOTH - NOTED ON MECH SIDES,TYPICAL DRAWINGS o MITCHELL C. SMITH, ARCHITECT Q KICKPLATE BREAKAWAY SLIDER-SEE HM DOOR JAMB WHERE SCHEDULED PLAN FOR DIRECTION OF �- RECEPTION _ A�, N 173 0 ��f QFC 0 o m SLIDING PANEL 14-LID 4` _ ANODIZED ALUMINUM HEADER AT INTERIOR PARTITION I T I O N (HEAD SIM) �13 �� '� INTE IO SINGLE MANUAL SLIDING SERVER ROOM DOOR v 5287 M U_ 4112"ANODIZED ALUM FRAME 13 _ r „ J TYPICAL INTERIOR CK OPTICAL RECEPTION L TYPICAL INTERIOR ITCHELL C. M gO JAMB o SCALE: 3 - 1 -0 0714 S TTL A J OF Ogg' W RELITE / WINDOW TYPES SCALE: 1/4" = V-0" � GC NOTE: C HEAD PASS-THRU WINDOW ©MG2,Inc.All rights reserved.No part of this document maybe reproducec LU IS A LONG-LEAD ITEM WIDTH in any form or by any means without permission in writing from MG2,Inc. O 'I SLIDE PER 0 DATE DESCRIPTION 1/4"TEMP GLASS ELEVATION 11-2- 08.28.15 CD TRIGGER THRESHOLD BELOW ' 09.25.15 PERMIT SUBMITTAL NOTE: w N 41/2"ANODIZED ALUM FRAME HOLD FTOF = TEMPERED BID ISSUE 2 DIMENSION SHIM AS REQUIRED GLASS SLIDING PASS-THRULL SEALANT ALL AROUND BOTH STAINLESS STEEL SIDES,TYPICAL DOUBLE STUDS AT JAMB SLIDING PASS-THRU 2i TOP AND EDGES ON - PLYWOOD SHELF N N D OPTICAL �n METAL STUD WALL N PER PLAN-TYP Z-10"AFF - 7 - 0woIRVB JAMB LLl LL � � zzp 0 N ¢ 0, I C d o N z 1 RETURN STAINLESS STEEL -ILIJ `'0 � o N Z o i CONTINUOUS BLOCKING COVED BASE 95-1840-22 Q o ? o o 0 1 AT BRACKETS a ¢ §E o i. •. . . • • • • • • • 6"METAL STUDS ® - PM: CHRISTINA PUZON FIN FLR= 1 ' 0'-0" a METAL TUBE SPACERS ° . :° DRAWN: RAB, YAL U 1 . . . . . . . . . AT FASTENERS ° a -' BACKING 8 1 STEEL BRACKET W/(2)COAT A SILL ROOM FINISH & Q 601 I WHITE PRIMER AT EACH STUD J i : FRPP _MIN 3 PER OPENING,BY MBS DOOR FINISH co 7 CbS7W A SILL } O SCHEDULES & TYP. } INTERIOR DETAILS co OPTICAL WINDOW AND SHELF OPTICAL BREAKAWAY SLIDER TYPICAL RUBBER BASE U-1 A601 0 1 � 17 8 SCALE: 3" = 1'-0" 0414 SCALE. 3 - 1 -0 0714 SCALE: 3 - 1 -0 0212 J d- CLIP FLANGES OFF &LAP TOP TRACKS TYP. 4-SCREWS MIN. 3 3 W N Q 2-SCREWS @o 16"oc TOP& I TYP. CEILING JOIST PER PLAN (MAX. ROOF DECK PER SCHEDULE PER ARCH. PER ARCH. BOT. @ HEADER JOIST SPACING =48"oc) BELOW WHERE SHOWN ON PLAN. FASTEN DECK TO ALL SUPPORTS @ 24"oc MAX. USE 1/2"PUDDLE WELD OR#12 TAMPER PROOF 2 2 (n SCREWS Q LAP HEADER OVER \\ HDR. ADD BLOCKING BEARING HEADER " PER SCHEDULE �� , 2 JAMB STUDS w/ ( ) "x / \ ? v O i 4- SCREWS TO EA. 16GA.TRACK U.N.O. �� 2 STUD EA. SIDE BLOCKING REQUIRED AT �� A A� A W �� II 1 (8 TOTAL) CONT. JOISTS. PROVIDE �� (� 1= U) 11 2"x 2"ANGLE E.E.w/ 1 o \ / u~i o I Z z m 3- SCREWS PER LEG U N o O O = a ROUGH \ Q 2 O u: o X o < OPNG. 1 SEE TYP. BLOCKING 1 w Q Q Q I (I I DETAIL FOR ANGLES ' * BLOCKING o- _ Q O O O Ij 1 20GA. CLOSURE NOT SHOWN 2 m m m TOP TRACK TYP. * HERE FOR oxo / U) U) U) 11 I TRACK CONTINUOUS BETWEEN ' + CLARITY SINGLE WINDOW REQUIRED ADJACENT SILL TRACK 16GA. PERPENDICULAR WALLS A A ° _�--- I 2 2 3- SCREWS 1 2- SCREWS @ 48"oc TYPICAL STUD TO STUD OPTICAL CEILING FRAMING PLAN PARTIAL ROOF FRAMING PLAN NON LOAD BEARING HEADER LOAD BEARING HEADER Q Q NOTES: 1/8"= 1'-0" 1/8" = 1'-0" 1.)ALL ITEMS ARE NEW(N)UNLESS NOTED AS EXISTING(E). TYPICAL WALL HEADER DETAIL TYPICAL JOIST OVER INTERIOR WALL 2.)FIELDVENWIFRIFY EXISTING DIMENIONS SIONS ND DEXISTINGCING CONDITIONS OSARENR TO TASSHION. NOTIFY ENW IF EXISTING DIMENSIONS AND EXISTING CONDITIONS ARE NOT AS SHOWN ON PLANS AND SECTIONS. HEADERS NOTED ON THE PLAN AS"HDR."ARE BEARING HEADERS&ARE BLOCKING 3.)VERIFY ALL DIMENSIONS w/ARCH. NOTED IN THE PARTS SCHEDULE BELOW. HEADERS RUNNING PARALLEL TOPER TYPICAL THE JOISTS ARE NON-BEARING (U.N.O.) DETAIL 10 x 10 x 16GA. GUSSET @ z LOCATE PER STRAP w/4 SCREWS EA. O PLAN MEMBER` '� I r + TYP. WHERE STRAP EGENERAL NOTE ND ET > SCREWS @ 16 ocTO ALL WALL TRACKS W r + 4 r + THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE-ASTM'S NOTED ARE TO BE LATEST ABBREVIATIONS z r + EDITION. r + ��• � ARCH. ARCHITECT BAL. BALANCE Q 1. DESCRIPTION B. OR BOT. BOTTOM ry SCREWS @ 3"oc TO ALL �_� ( ; Building Name&Site Location-Costco Wholesale-Tigard, OR BTWN. BETWEEN BLOCKING PANELS THRU 2'x2 ANGLE CEILING Pc� _� JOIST DEPTH LESS 1" �� 5Q �' -� BLDG. BUILDING TOP& BOT. STRAPS �2Q �" 2. DESIGN CODE AND STANDARDS BRG. BEARING w/3- SCREWS EA. Q� SCREWS @ 16 oc ��! CLIP FLANGES Applicable Code (Edition/Name) -2014 Oregon Structural Specialty Code(2012 IBC) I C.I.P. CAST IN PLACE FACE TYP. (U.N.O.) @ JOIST OVER &LAP TOP TRACKS Other documents referenced by these notes shall be the specific edition referenced by the CONT. STRAPS TOP &BOT. OF ��' SEE PLANS �� C.J. CONSTRUCTION JOINT WALL ( J TYPICAL building code specified above, or if not specified, shall be the latest edition. CL CENTERLINE CEILING JOISTS @ LOCATIONS �� , + FOR LOCATIONS) Lb I 1 -� x� PER"JOIST BRACING � �c * � �� 3. DESIGN LOADS CLR. CLEAR SCHEDULE", LAP STRAPS 24" ` CMU CONCRETE MASONRY UNIT * r I ` �'" a. Dead Loads Weight of structure. MIN. w/2 ROWS SCREWS @ 4"oc �� r + ,I, G.W.B. PER ARCH. COL. COLUMN �� jl. � �+Irk„ b. Special Loads The following special loads are to be considered: CONC. CONCRETE EA. ROW(6 PER LAP) SEE NOTE i Lateral Load of 5 sf on wall - > �„ '' ' LIGHT GAGE & MISC. PARTS SCHEDULE p EA. J EACH STRIP JOINT BELOW �\ , � � ��" NOTE: I mY "� M �. + r �� STUDS NOT SHOWNOSHA STANDARDS E.E. EACH END P, SOLID BLOCKING @END I I� �� " FOR CLARITY TWO CEILING JOIST I i THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT E.F. EACH FACE ¢ OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS E.J. EXPANSION JOINT d wa - Z r SPACES @ EA. STRAP .- � ' APPROVED SUPPLIERS&THEIR _ OPE K MINIMUM PROPERTIES FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL EL. OR ELEV. ELEVATION z RUN, SAME GAGE&SIZE i CALLOUT FOR THESE ITEMS 8� AS CEILING JOISTS. i� ITEM CALLOUT CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY E.N.W. OR ENW ENGINEERS NORTHWEST - x. PROVIDE TWO SPACES i i 16GA. TRACK CONT. (U.N.O.). PROVIDE Fy a 3 2 NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO EQ. EQUAL '�� O' �Q 2"x 2" x 20GA. ANGLE E.E.w/3 SCREWS K S i ) I(in. ) S(in. ) A(in. ) ry SSMA I.C.C. ESR-3064P CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND E.S. EACH SIDE \�� OF SOLID BLOCKING @ PER LEG @ EACH JOIST ( METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. E.W. EACH WAY �'r011 EA. END OF JOIST RUN& � Q- NQS @ 20'-0"oc MAX. r CONT. DIAGONAL BRACING STRAPS OR CRC PER C8 HEADERS*" (TYP. U.N.O.) (2) 8"x 1 5/8"x16GA. 50 11.20 2.46 1.34 1.39 (2)800S162-54(50ksi) F.O.C. FACE OF CONCRETE --_ SCREWS B. EACH CEILING Q`� BETWEEN rr'�' "CEILING BRACING SCHEDULE"WHERE SHOWN ON (12'-0" MAX. SPAN) STRUCTURAL STEEL AND MISCELLANEOUS STEEL F.O.S. FACE OF STUD JOIST TAB. TYPICAL G n PLANS. TAKE ALL SLACK OUT OF STRAPS. ALL WORK IN ACCORDANCE WITH "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND F.O.W. FACE OF WALL ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",AND THE"CODE OF STANDARD PRACTICE". FTG. FOOTING RIM JOIST SPLICES USE 3"x8"x16GA.w/6-SCREWS E.S. RIM JOISTS &BLKG. ** 8"x 1 1/4"x 16GA. 50 4.75 1.16 0.59 0.31 800T125- 54(50ksi) STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: GA. GAGE NOTE: WIDE FLANGE SHAPES ASTM A-992 (Fy=50,000 PSI) GALV. HOT DIP GALVANIZED DO NOT SPLICE RIM JOIST OVER ANY HEADER. CEILING JOIST** 8"x 1 5/8"x 16GA. 50 5.74 1.43 0.67 0.54 80OS162 -54(50ksi) OTHER SHAPES AND PLATES ASTM A-36 (Fy=36,000 PSI) G.W.B. GYPSUM WALL BOARD TUBE COLUMNS ASTM A-500, GRADE B (Fy=46,000 PSI) H. OR HORIZ. HORIZONTAL WELDHEAD STUDS ASTM A-108 (Fy=55,000 PSI) I.B.C. INTERNATIONAL BUILDING CODE TYPICAL JOIST BLOCKING & STRAP DETAIL CEILING TRACK"* 8"x 1 1/4"x 16GA. 50 4.75 1.16 0.59 0.31 80OT125- 54(50ksi) ALL-THREAD ASTM F1554, GRADE 36 (Fy=36,000 PSI) I.C.C. INTERNATIONAL CODE COUNCIL CEILING JOIST BLOCKING WHERE NOTED ON PLANS.THE TOP STRAP NOT TYPICAL JOIST TO RIM JOIST w/ DIAGONAL STRAPS MACHINE BOLTS ASTM A-307 15 INSIDE FACE REQUIRED IF DECKING IS APPLIED TO TOP OF JOIST. THE BOTTOM STRAP IS NOT CEILING DIAGONAL STRAP BRACING NOT REQUIRED WHERE DECKING OCCURS. HIGH STRENGTH BOLTS ASTM A-325N (U.N.O.) INC. INCLUDING REQUIRED IF G.W.B. IS APPLIED TO BOTTOM OF JOIST. WALL TOP TRACK-*(U.N.O.) 3 5/8"x 1 1/4"x 16GA. 50 0.72 0.38 0.35 0.37 362T125- 54(50ksi) ALL STRUCTURAL STEEL BOLTED CONNECTIONS AT MECHANICAL PLATFORMS ARE ASTM A-325 K KIP (1000 POUNDS) _ W TYPE N CONNECTIONS- BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS L.W. LONG WAY Q. r BOX HEADER BOX HEADER DOUBLE JOISTIOR 0 ARE NON-SLIP CRITICAL AND BOLTS NEED TO BE TIGHTENED"SNUG TIGHT"ONLY EXCEPT AT M.B.S. METAL BLDG SUPPLIER C) z 00 WALL BOT. TRACK**(U.N.O.) 3 5/8"x 1 1/4"x 16GA. 50 0.72 0.38 0.35 0.37 362T125- 54 (50ksi) FRAMES. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A-325 BOLTS IN N.F. NEAR FACE � C O ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 N.T.S. NOT TO SCALE z - 00a STUD EA. SIDEL BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DRAWINGS. oc ON CENTER W W .1 � S w/5- SCREWS --------- -------- X " O WALL STUDS 3 5/8"x 1 5/8"x 20GA. 33 0.55 0.30 0.26 0.61 362S162-33 ALL WELDING TO CONFORM WITH AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". O.F. OUTSIDE FACE � N EA. STUD WELDS NOT SPECIFIED SHALL BE 1/4", CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED O.S. OUTSIDE 'n " --------- -------- WELDERS. USE FRESH 70XX ELECTRODES FOR MANUAL SHIELDED METAL-ARC WELDING OR EQUAL O.T.O. OUT TO OUT L ~o 0 t� r O 16GA STRAPS WIDE x 16GA. FLAT STRAP ALT. 50 --- --- --- --- SEE CEILING BRACING SCHEDULE ELECTRODES. WELDHEAD STUDS (WHS)ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT. PL PLATE 0 V 0 (IN CEILING) 1 1/2"x 16GA. C.R.C. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. REINF. REINFORCING Z 3 � E 2"x2"x0'-7"ANGLE 1 EA. REM. REMAINDER Ro SIDE w/5- SCREWS 1 1/2"x 20GA. BRACING 1 1/2"WIDE x 20GA. FLAT STRAP ALT. ___ N 'Z � 3 ' x TRACK BLOCKING TO MATCH EACH LEG STRAPS (HORIZ. IN WALLS) 1 1/2"x 16GA. C.R.C. 3 --- --- --- --- CONCRETE AND MASONRY ANCHORS (BOLTS, THREADED RODS AND R.O. ROUGH OPENING L 0 STUDS, PLACE @ 10-0oc SECT. SECTIONS N > a� " REBAR DOWELS) a N STRAP PER MAX. ALONG WALL&@ EACH TYP I CAL CEILING HEADER CONNECTION 16GA STRAPS DRILLED IN EXPANSION ANCHORS: SIM. SIMILAR i3 SCHEDULE O WIDE x 16GA. FLAT STRAP 50 --- --- --- --- SEE WALL BRACING SCHEDULE S.J SHRINKAGE JOINT - s o c r END OF WALL BEND UP 4"@ (DIAGONAL IN WALLS) CONCRETE HILTI KWIK BOLT TZ PER ESR-1917 STL. STEEL N ! EA. END. 4 SCREWS TO CMU HILTI KWIK BOLT 3 PER ESR-1385 ti JOIST SPACING PER ADHESIVE ANCHORS: SW SHEARWALL L(J rn a STRAP EA. BLOCK AROUND HOOD GAGE TO MATCH SUPPORTED SYMM. SYMMETRICAL DUCT SHAFT PLAN (24"oc MAX.) 2"x 2"ANGLE 33 --- --- --- --- --- CONCRETE HILTI HIT-RE500-SD PER ESR-2322 AND HILTI HIT-HY 200 R PER ESR-3187 } MEMBER CMU HILTI HIT-HY 70 PER ESR-2682 T. TOP ' STUDS @ 16"oc OR 24"oc SCREWS w/5/16"0 MIN. UNREINFORCED T.O.B. TOP OF BEAM „ PLACE ONE STUD MIN. DOUBLE #8-18 x 1" HWH#2 OR PPH#2 HILTI MASONRY HILTI HIT-HY 70 PER ESR-3342 T.O.F. TOP OF FOOTING �� DIRECTLY BELOW EACH SINGLE JOIST JOISTS (MTL. TO MTL.) HEAD CAST IN PLACE ANCHORS: T.O.S. TOP OF STEEL / JOIST. CONCRETE EMBED PER IBC TABLE 1908.2 TOP OF SLAB g + SCREWS(G.W.B. TO MTL.) #10-24 x 1 1/2" PWH#3 HILTI CMU EMBED 7 BOLT DIAMETERS. PROVIDE Y2 INCH OF GROUT BETWEEN BOLT& T.O.W. TOP OF WALL h �� Ir ANGLE 2"x2"x0'-7" >- TYP. TYPICAL AT ALL SIMILAR PLACES $PSI S 10 BOT. TRACK PER SCHEDULE x, w/5- SCREWS EA. J CMU. U.N.O. UNLESS NOTED OTHERWISE �� r+ WAY(6 PLACES) U NOTES: SCREWANCHORS: +, � V.E.F. VERTICAL EACH FACE I�4 50 I,) I ' 1.) * SUBSTITUTION OF OTHER SUPPLIERS FOR THESE ITEMS NOT ALLOWED. CONCRETE HILTI KWIK HUS-EZ(KH-EZ)AND HUS-EZ I (KH-EZ 1)PER ESR-3027 VERT. VERTICAL _ _ **THESE JOIST&TRACK MEMBERS TO BE UNPUNCHED. CMU HILTI KWIK HUS-EZ V.F.F. VERTICAL FAR FACE + 2.) SINGLE FRAMING MEMBER SHOWN THUS: E (KH-EZ)PER ESR-3056 DRIVE PINS @ 24"oc I' RIM. JOIST HEADER 3.) DOUBLE FRAMING MEMBER SHOWN THUS: (U.N.0.) Ej VFY VERIFY MAX. &6" MAX. FROM a USE (1) SCREWS FROM EACH TRACK BLOCKING EA. EACH EA. SIDE OF DUCT. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT TIME OF V.I.F. VERTICAL INSIDE FACE EA. END OF TRACK, TRACK FLANGE TO STUD V.N.F. VERTICAL NEAR FACE SIDE OF HOOD DUCT w/ INSTALLATION PER ACI 318-11 SECTION D.2.2. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR FLANGES TYP. TOP& BOT. „ „ V.O.F. VERTICAL OUTSIDE FACE (U.N.O.) PROVIDE(2) - '� � 1-2x2 x0'-7 ANGLE EA. UPWARDLY INCLINED TO SUPPORT TENSION LOADS SHALL BE PERFORMED BY CERTIFIED PERSONNEL IN (U EA.JAMB EA. SIDE JOISTS ARE NOT END w/4 SCREWS EA. LEG CONFORMANCE TO ACI 318-11 SECTION D.9.2.2. w/ WITH W W NOTE: SEAT STUD WEB TO BE CUT FOR INTO BLOCKING &JOISTS. THICKNESS O F STEEL JOIST BRACING w/o WITH OUT W TIGHT TO TRACK WEB TOP INSTALLING CONDITION AT DUCTS LARGER THAN JOIST SPACING FOLLOW INSTALLATION PROCEDURES OF ESR REPORT AND MANUFACTURER'S INSTRUCTIONS. PROVIDE W.H.S. WELD HEAD STUD 0 @ COMPONENTS SCHEDULE SPECIAL INSPECTION AS NOTED AND/OR REQUIRED BY ESR REPORT. SUBSTITUTIONS ARE NOT ALLOWED AT z & BOT. OF STUDS DUCT WORK UNLESS WRITTEN APPROVAL BY ENW IS RECEIVED. SUBSTITUTIONS MUST BE SUBMITTED TO ENW FOR J REVIEW PRIOR TO CONSTRUCTION. PROVIDE STAINLESS STEEL OR GALVANIZED ANCHORS FOR EXTERIOR Q GAGE DESIGN THICKNESS MINIMUM THICKNESS 2 TOP AND BOTTOM FLANGE APPLICATIONS AS REQUIRED.ANCHORS RATED FOR DRY INTERIOR CONDITIONS MAY NOT BE USED FOR IX JOIST SPAN BRACING EXTERIOR APPLICATIONS PER ESR REPORT. W TYPICAL WALL, BLOCKING & STRAP DETAIL TYPICAL DUCT PENETRATION THRU CEILING FRAMING 22 .0283 .0269 LU W LU .0346 .0329 = STRAP BLOCKING IS REQUIRED ONLY IF STUDS ARE SHEATHED ONE SIDE ONLY. NOTE: 20 UP TO AND INCLUDING 10' NONE LIGHT GAGE STEEL FRAMING AND DECKING (SEE DRAWINGS) W Q ? co SEE ARCH. FOR LOCATIONS N 10' UP TO AND INCLUDING 14' ONE ROW AT MID-SPAN SPECIAL CONDITIONS 6n 18 .0451 .0428 O N TYPICAL LIGHT GA. FRAMING DETAILS 16 .0566 .0538 14' UP TO AND INCLUDING 18' TWO ROWS AT THIRD SPANS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE Z SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR O a SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. W ~ 3/4"= V-0" 18' UP TO AND INCLUDING 25' THREE ROWS AT QUARTERS SPANS U 14 .0713 .0677 W Q O m 12 .1017 .0966 NOTE: 0 EXTEND TO ADJACENT WALL UNLESS BRACE OR Ef 1.) USE 1 1/2"x 16GA. FLAT STRAP ON TOP&BOT. OF JOIST. OMIT TOP Z Q ,`°, rOR G.W.B. LENGTH THIS CALLED OUT ON PLAN 10 .1240 .1265 STRAP IF DECK OCCURS. OR 1 1/2"CRC ON TOP OF JOIST. FASTEN JQ w Q r HOLD 16" EACH END TO EA. JOIST w/2-SCREWS. r 2.) SPACE BRACING AS NOTED ABOVE EXCEPT WHEN NOTED CENTERLINE OF STRAP TO 1.) UNCOATED STEEL THICKNESS. THICKNESS IS FOR CARBON SHEET STEEL. OTHERWISE ON PLANS. LO ~ 00 OF DOUBLE 2.) MINIMUM THICKNESS REPRESENTS 95% OF DESIGN THICKNESS AND IS 3.) SEE SECT. 1/S1.1 FOR DETAILS AND EXCEPTIONS. z 0- INTERSECTION r STUD&TOP TRACK TYP. CENTERLINE SYMM.-4 THE MINIMUM ACCEPTABLE THICKNESS DELIVERED TO THE JOB SITE O � TOP &BOTTOM TRACK LEVEL. STOP BASED ON SECTION A2.4 OF THE 2007 A.I.S.I. CODE. Q m X-BRACE/STRAP @ TOP CENTERLINE STUD OF TRACK SHOWN HERE W ILLN N 00 DOUBLE STUDS BRACING NSCHEDULE � 16GA. GUSSET PL SIZE H H . .H H. RIM JOIST OR TRACK @CEILING TYP. @ HOLD CEILING BRACING WALL B G rn DETERMINED BY NUMBER OF N H,' H' H H JOIST LEVEL SEE SECT. 3&4/S2.2 DOWN J, N N.. ::. #I N N. STOP X-BRACE/STRAP @TOP OF SIMPSON HOEDOWN, SCHEDULE C SCREWS SEE SCHEDULE ANCHORS &SCREWS STRAP NUMBER OF SCREWS O O u u U. N; (I .. CEILING JOIST OR @ TOP OF MARK HOEDOWN U TRACK OF WALL AS SHOWN HERE. PER SCHEDULE (50 k.s.i.) GUSSET TO T. &B. GUSSET TO DBL. GUSSET TO STRAP U) (I. 0 NUMBER OF SCREWS TRACK STUDS TOP TRACK STRAP/CRC PER CU DIAGONAL STRAPS H h' �n. fl .. � MARK (50 k.s.i.) GUSSET TO GUSSET TO O 2"x 16GA SCHEDULE 8 18 10 iii @ PER SCHEDULE H H• H H DOUBLE STUD TYP. EACH TRACK STRAP STRAP SPLICE I- a H H :'HH. END OF WALL(U.N.O.) W CD (DO NOT SPLICE) 2"x 16GA NONE 8 18 10 I- c �A 1 1/2"x 16GA. 2 2 2 W Z 1/2" MIN. G.W.B. NOTE: ii - UNBLOCKED SCREW PER NOTES: EDGE O it f4: N. �� H: N. 1.) SCREWS MUST BE PLACED AT LEAST 3/4"APART AND MUST BE 3/4" FROM REND OF ALL r-- To HOLDOWN PER SCHED. H H H H. H SCHEDULE U.N.O.) 1.) SCREWS MUST BE PLACED AT LEAST 3/4 APART AND MUST BE 3/4"FROM METAL PIECES. •`-' EA. END SEE DTE. "2a" H : , H. : .. H • .N � � H EDGE OR END OF ALL METAL PIECES. AREA OF WORK CL N . N' A N u 3 5/8" STUD WALL 2.) SEE SECTION 1/S1.1 FOR BALANCE OF INFO. 2.) G.W.B. REPLACES DIAGONAL STRAP BRACES. 7 If. . ... . . .14 l � JOB NO: 93085022 cu WALL STUD WIDTH J ENGINEER: S. HAN DRIVE PINS@24"oc HOEDOWN SCHEDULE o @ SHEARWALLS TYP. SCHEDULE DRAWN: B. PATEL ° TYPICAL "X" BRACED SHEAR WALL ELEVATION/ SEE SCHEDULE HOEDOWN ANCHORS SCREWS U N MARK STUD WIDTH 8#10 DATE: 09-08-2015 C14LO TYPICAL G.W.B. SHEAR WALL ELEVATION 1/2"0SIMPSONTITENHD(EMBED31/4")SIMPSON S/LTT20 o © 6„ INSPECTED INSTALLATION I.C.C. ESR 2713 SHEET NO: co ELEVATION DETAIL KEY PLAN C) M NOTES: S1 . 1 (M 2 1/4" = 1'-0" 1 1/2" = V-0" N.T.S. NOTES: NOTE: 1.)ALL WALLS ARE 3 5/8" UNLESS NOTED THUS: 0 Cl) 1.) BRACES MUST BE TIGHT& STRAIGHT. NO SLACK ALLOWED BTWN. STUDS. SEE SCHEDULE FOR LOCATIONS. 2.) SEE LIGHT GAGE PARTS SCHEDULE FOR GAGE °' 2.) G.W.B. MUST RUN FULL HEIGHT TO CEILING JOIST WHERE NOTED AS SHEAR WALL. AND MINIMUM PROPERTIES. J MECHANICAL PLAN NOTES SEE BUBBLE ON PLAN FOR SPECIFIC REFERENCE, O2 NEW AC UNIT ON ADAPTOR CURB. REPLACE EXISTING AC UNIT WITH NEW AC UNIT. INSTALL ADAPTOR ON EXISTING CURB AND NEW AC UNIT ON 2, CL ..._........._.... -.._...., r_.- ___....__... _.............. i EA CONNECT A z A ANCONDENSATEWH APPLICABLE. FIELD I DEMO EXISTING SA DUCT AND ; -.-•-; D DIMENSIONS N E T ....._.._.�J�/ - - E i4CF i 12i 4 RG ' _. ' CURB SCRAPEOEX SITOINGAGASKETEAND ADHESIVE FROM CURBAND ) DIFFUSER BACK TO SA DROP. ........__ REPLACE WITH NEW NEOPRENE GASKET FOR BOTH ADAPTER CURB ANDLIJ o NEW UNIT En En Q URB TO BE PRE-ENGINEERED BY THYBAR OR EQUIVALENT. z .i-- FOR PCOORDINATION WITH THYBAR CONTACT BILL MARZEC U � 3 --' ' 12/24FC , (775-343-0600) 0 THYBAR TO ORDER ADAPTOR CURBS. EMEn.- 10 I I EXISTING STAINLESS STEEL CURBS TO BE EQUIPPED WITH STAINLESS i I .............. I ;_ - - - - - 1150 CF 4- - STEELADAPTORCURBS.E ' U I 1 _J ; ___ DEMO EXISTING SA DUCT AND �- En __-._._-_-_._-___ t 1 0"� I d b � - - - I DIFFUSE BACK TO SA DROP i_......-, 1 2" - --�= - - - - - - - -- R G.C. TO SUBMIT STAMPED DRAWING FOR ADAPTOR CURB. SUBMITTAL TO Y ' .�.� _ _, i VD I _ _____.__....._._•._ --_•---___-__.._ _: INCLUDE CONNECTIONS BETWEEN EXISTING CURB & ADAPTOR CURB; AND l EM En � ! Z - - _ _.-----• - CONNECTION BETWEEN ADAPTOR CURB & NEW AC UNIT; AND ADAPTOR - CURB WEIGHT , 12 � ' c� r- - - - D i 1 VD VD FIELD VERIFY UNIT NUMBERING. RENUMBER UNIT AS SHOWN IF NECESSARY. (RELABEL UNIT AND PANEL SCHEDULE) -....................._..._ ...--.-._..._ „ ----------------- -•--_ NOTE: CD 10/10C -4 i 1) ALL PVC ON O 150 CF i � DEMO RETURN DUCT BETWEEN CEILING AND 1/2" 12/ G WITH BIRD TO BEIOSCHOEDULE SIOG TRUSS SPACE. EQUIP OPENING i o �- ......._ ... - - , i i -- 14/•1-0�fE3- i I SCREEN. SEE DETAIL 2) PAINT ALL METAL __......._.. ._....._._......._._.� i_................. -. ---........ I t....__ - i cti :. - - - - -- 1 M �..... I To ►-- ----- - ---._ _...... _._ - - ----- --- ---- - -- - 'i- TO WEATHER.� g3 os �_.._. ------._..._ ETU R U PPL I.................................................__.........._......_...._......._^_......._......_....._.__......._...._...--..........�- ._............_.....__.r..........._. C DEMO EXISTING RETURN CONDENSATE --ROOF k x DUCT AND DIFFUSERS (E)21/12 SUPPLY OPTICAL HVAC DEMO PLAN CONNECTION VENT PENETRATION I...................._.................._._........................_........................................................._................_._......................._i......................................._................. E 1 8 12 RETURN R N TO AC ( ) / y TOP VIEW CD I , UP TO (E)AC-5 �- VENT --.--.._...._..._. X SCALE: 1/4" = 1'-0" Sv VENT ....................__..._............._............_......................,........................................__...................._.._._..................._................. : - ENETRi TION E 21 12 SUPPLY A ............................_....................... .........-................i_..._...........__................_....................... ..... I (E)18/12 RETURN ......._.. UP TO (E)AC-5 �� PROVIDE DE ITE SIDE VIEW II FOR RO w ............................... PEN ATION TERMINATE VENT BELOW a ....._... _.._..� ....._. I I CONDENSATE OUTLET o I I --...................._� FROM ACUNIT l I D 1-1/2" MIN D 10 10 - I i - - - PE R T OOF E TRT I � i 1 24/2 RG O OUTLET SUPPLY DUCT INTO , .�. U PLY FROM 1-1/2" MIN CONNECT NEW 1/2" GAS 0/1 CD-4 - - - - - - - , TRUSS SPACE AC UNIT ............... �� i. _.................... ° 100 FM 10/1 CD-4 TO (E)1/2 GAS IN TRUSS 10'0 I I FIELD SIZE -- _ _ _ , AC CONDENSATE PIPING DIAGRAM SPACE. rl«u v�r�lr ; JILL FOR HVAC WORK IN THIS AREA, f O � _ _ _ _ _ _ _ , _ _ _ AND LOCATION. SEE "OPTICAL H AC PLAN", ON \ 1-o' CD LTHIS SHEET. FOR WASTE & SCALE: NONE ----- ,� �� 1 "� I I 16/10 RELIEF VENT ABOVE CEILING. ❑ o o VENT, AND PLUMBING WORK IN i 0 - FIISR SEE M-2_`SFiEET. �1 VD - - J PROVIDE THREE (3) 90' BENDS WITHTOP MEC HOLD DOWNS SCREENED OPENING ABOVE STRUCTURE. WIND SPEED EXPOSURE PER STRUCTURAL ( P. OF ) I 90 100 1 0 1 0 1 0 1 0 1 0 ►_ ' TY 3 OPERATING WIN SPEED 8 1 2 3 4 5 WEIGHT LBS 2.. , EXPOSURE P P P P P P P P El --Dq M.P. M.P. M.P. M.P. M. P. M.P. M.P. M. .H. D 1.5-2 TON w P��LEE, ,._. 10/ 10 425-500 2 2 2 2 n- _. _ ............ _ 10 0 CF \ ••.. ; •� O" 3-5 TON /q 24/2 G 100 CR 6-10 TON o \\ 2 /24 R 915-1480 LONG SIDE 2 2 2 3 4 4 5 6 CONNECT 3/4" CONDENSATE / N AC SEE DETAIL 1 3 TO SINK WASTE WITH APPROVED11550-1875# 12.5 TO 1550-1875 LONG SIDE 2 2 2 3 3 4 5 5 Ln 258 _ AIR GAP FITTING. /� ;/ - 15-25 TON LONG SIDE 2 2 3 3 4 5 6 7 oN � _ - FIH , 11 Fr= Ill M 12220-3500# 11 63 -C t _ LO - ROOF TOP AC UNIT IA A w ' - _ .. __ -..... - - SEE DETAIL ; m -- 12 w F-- CURB HOLD DOWN CABLE TO BE INSTALLED N CONNECT NEW X10 0 DUCT 3 WITHIN 5' OF VERTICAL. w INTO EXIST. 12"0 DUCT Q Q APPROX HERE. o ROOF DECK I�-I PARTIAL FLOOR PLAN OPTICAL HVAC PLAN ROOF TOP AC UNIT 340P500 1/8" SS N SCALE: 1/16 = 1 -0 CLEVIS AIRCRAFT CABLE - SCALE: 1/4" = 1'-0" o o > � DO NOT BLOCK 0 ACCESS PANELS Q C\2 r, (� LO 1p _� NO. 12 SELF DRILLING Q 00 di C0 CODES HVAC LEGEND NEOPRENE GASKET _= SCREW (TYP. OF 2) THE FOLLOWING NOTES APPLY TO ALL MECHANICAL SHEETS. GAS TO CLOSE ISOLATION VALVE. REMOVE BY M.C. e x CD PIPING AS REQUIRED FOR REMOVAL =_: HOLD DOWN CABLE SUPPLIED BY U W o � o cit 1 . APPLICABLE MECHANICAL CODE: 2009 CMC AC UNIT RIGID INSULATION - I2 OWNER, INSTALLED BY M.C. OF UNIT. RE-PIPE THROUGH THE J o APPLICABLE ENERGY CODE: 2013 TITLE-24 24/48 AIR DUCT - FIRST # IS SIDE SHOWN VENT CA =_= INSTALL IN CORRECT ORIENTATION SO �-+ __ �+ ix C BASE WITH EXTERNAL ISOLATION EYELET IS FLUSH WITH SURFACE. Qi ~ Z .. GENERAL MECHANICAL NOTES FLEXIBLE DUCT CONNECTION VALVE. ___ E-I z W o z 4- THE FOLLOWING NOTES APPLY TO ALL MECHANICAL SHEETS AS APPLICABLE. �r� N TURNING VANE FIELD VIERFY ISOLATION = 14 GA. ROOF CURB. SEE w w p E-1 Q SUPPLY DUCT UP VALVE BETWEEN ROOF -__ SCHEDULE FOR PROVIDER Q e0 W x 1. MC TO LOCATE ROOF PENETRATIONS AND ROOF CURB FOR M.B.S. AND/OR G.C. ROOF DECK 04 C� A. r� PENETRATIONS SHALL BE SUCH THAT SUPPLY, RETURN AND/OR EXHAUST DUCT DROPS CAN EXTEND STRAIGHT DOWN TO CEILING SPACE OR DIFFUSER PACKAGE, SALES FLOOR AC UNITS IN RETURN DUCT UP PENETRATION AND GAS MAIN. 1 N INSTALL NEW VALVE AS HIGH RACKING SHALL BE ABOVE AISLE & SUPPLY DUCTS FOR DUCT PACKAGES TO BE CENTERED BETWEEN JOISTS. COORDINATE EQUIPMENT LOCATION WITH LIGHTS, BLDG. STRUCTURE, PIPING, ^� o Q SWAY BRACING AND SKYLIGHTS. REQUIRED CLEARANCE FOR ROOFTOP UNIT IS SHOWN. SEE ARCHITECTURAL ROOF PLAN FOR DIMENSIONS. SUPPLY DUCT DOWN PR REQUIRED TO ISOLATE ANDIt OBTAIN APPROVAL FOR RELOCATION OF ANY UNIT FROM ARCHITECT. RETURN DUCT DOWN REPLACE UNIT. AC UNIT HOLD DOWN CABLE 3 W 00 SCALE. NONE � AIR VOLUME DAMPER 0 2. LABEL ALL ROOF TOP EQUIPMENT (AC, EF, ETC) ON THE INSIDE & OUT OF THE BUILDING WITH BLACK 6" BLOCK LETTERING LOCATED WHERE VISIBLE FROM ROOF HATCH. ® CEILING DIFFUSER EST POR ' 3. COORDINATE ALL MECHANICAL DUCTWORK LOCATIONS WITH ELECTRICAL EQUIPMENT. NO DUCTWORK WILL BE ALLOWED TO RUN OVER THE TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT SQUARE TO ROUND DUCT TRANSITION / z Ln OR PANEL PER NEC REQUIREMENTS. Ac AIR CONDITIONER #1 / EXIST. AC-13 Q ' wz _ , / w E� 4• RUN CONDENSATE PIPING IN ROOF TRUSS SPACE PERPENDICULAR OR PARALLEL TO BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING 6" MAXIMUM FROM QT THERMOSTAT G w w N REDUCE W BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING & SKYLIGHTS. SLOPE AT 2% UNLESS OTHERWISE NOTED. CONT. CONTINUATION TO 3/4" O� EXIST. ROOF 1 N 5. RUN ALL SA, RA AND EXHAUST DUCTS AND FLUES BETWEEN THE ROOF AND CEILING SPACE STRAIGHT WITH NO ANGLES OR OFFSETS. SA & RA DUCT SHALL BE PROVIDED WITH INTERNAL TYP. TYPICAL F EXIST. CURB W w INSULATION WHERE VISIBLE FROM THE SALES FLOOR. ALL OFFSETS FOR FLUES AND EXHAUST DUCTS TO BE ABOVE FINISHED CEILING. CONTACT ARCHITECT TO RESOLVE ANY CONFLICTS WITH AS SHUT OFF PROVIDED BY MC CFM CUBIC FEET PER MINUTE AS PIPING ASSEMBLY She co STRUCTURE. RG RETURN GRILLE PS Q Q x � 6. MAINTAIN A MINIMUM OF 10'-0" BETWEEN EXHAUST OUTLET AND UNIT FRESH AIR INTAKE. THIS CLEARANCE CAN BE REDUCED TO 5'-0" FOR EXHAUST DISCHARGED AWAY FROM INTAKE CD CEILING DIFFUSER SIZE BELOW ROOF PER PLAN G E-+ OPENING. MAINTAIN 8'-0" BETWEEN FLUE OUTLET, ALL MECHANICAL EQUIPMENT, PARAPETS AND BUILDING OPENINGS. RA RETURN AIR ABOVE ROOF GAS PIPING TO BE W W �D 7. HORIZONTAL DUCT WORK AT ANCILLARY SPACES SHALL BE LOCATED ABOVE STRUCTURAL FRAMING CONCEALED FROM VIEW UNLESS OTHERWISE NOTED. PAINTED SAFETY YELLOW DRIP LEG s � SA SUPPLY AIR 0 8. SEE MECHANICAL SCHEDULES TO VERIFY CONTROL TYPE, REQUIRED INTERLOCKS AND CONTRACTOR RESPONSIBILITY TO FURNISH AND/OR INSTALL. SEE SCHEDULE FOR MOUNTING HEIGHTS. CO CLEAN OUT FLEX CONNECTION N AC THRU THE BASE GAS PING DIAGRAM 1 9. ROOF CURBS BY MBS UNLESS OTHERWISE NOTED. VD VOLUME DAMPER O SCALE: NONE 11 J Q M.C. TO VERIFY CONDITION OF 10. PROVIDE SMOKE DETECTORS IN MAIN SUPPLY AIR DUCTS OF AIR MOVING SYSTEMS EXCEEDING 2000 CFM per Section 608.0 CMC. EXISTING SMOKE DETECTOR(S) ,� z ° 11 . ALL MECHANICAL CERTIFICATE OF ACCEPTANCE FORMS AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF AND REPAIR OR REPLACE AS /'� - OCCUPANCY WILL NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED. AIR TERMINAL SCHEDULE NECESS RY FOR PROPER SA I--�--I z E.-4 ° 12. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3, 120.4, and 120.7 TITLE 24 ENERGY STANDARDS AND CHAPTER 6 OF CMC. RA p w SUPPORT PER O SYMBOL MANUFACTURER SERVICE MODEL PATTERN DAMPER NECK FRAME LOCATION * SMACNA � O � ° 13. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 110.2 AND 120.2 E.E.S. CD TUTTLE & BAILEY SUPPLY SQD BLADE LAYIN OFFICES, OPTICAL Q' o0 z LCA DEMO RETURN DUCT UP TO RG TUTTLE & BAILEY RETURN PR PERFORATED LAYIN OFFICES OPTICAL OPTICAL NOTES: Of 0 00 ABOVE CEILING SPACE SPACE Q * VERIFY NUMBER OF DIFFUSERS AND ALL LOCATIONS ON PLANS - DIFFUSER IS NOT REQUIRED IF NOT ON PLANS RELIEF VENTS TO BE zo 14. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTIONS 110.1-110.3, 110.5, 120.1 -120.4 TITLE 24 ENERGY STANDARDS. AND INSTALL RETURN AIR O EXTENDED SUCH THAT p 0 DUCT OPENING WITH BIRD w NO LIGHT IS ALLOWED cn z SCREEN. INSTALL NEW TO PASS THROUGH D I-`�I SUPPORTS SO DUCT IS W w r SUPPORTED BY ANCILLARY INTO EXAM ROOMS. E-f m 3 HVAC EQUIPMENT SCHEDULE -S . O .I. C . STRUCTURE. Z > I w � o EXISTING UNIT DATA STRUCTURAL VERIFICATION z SYMBOL ITEM SERVES MFR/# DESCRIPTION ELECT. WEIGHT REFERENCE REMARKS NOTES MFR/# HEAT ELECTRICAL NET WEIGHTS NEW NET WEIGHTS REMARKS 24" MAX. �� SCREENED D w (V/rp/q) OPENING FOR D AC-5 AIR Optical TRANE 30 MBH TOTAL COOLING, 22 MBH SENSIBLE, 208V/10 PLAN M-1 .1 800 CFM MIN O/A (8) TRANE NATURAL GAS 208/1 V/0 450 #:(E)UNIT 407 #:NEW UNIT NEW UNIT WEIGHTS Ll 11L L Y RETURN AND Q o RELIEF AIR CONDITIONER 4YCC4030A 88.1 AMB, 98.1 EDB, 70.4 EWB, 1000 CFM 35 MCOP 1060A YCCO18F1 18 MBH NNN #: E)CURB 100 �:�E�CRB+2#:ADP 407# MORE THAN SA RA 1O 1070A @ 0.5" ESP, SEER = 14, 14.1 FLA 10/M LOBA 13.2 MCA NNN #:�E)DUCT 350 : EDUCT EXISTING CONDITION DEMO EXISTING ~ 70 MBH INPUT, 56.7MBH OUTPUT, 81% AFUE 450 #:(E)TOTAL 857 #:NEW TOTAL VD RETURN DUCT 3 General HVAC Notes AND EXTEND P-I o I- DUCT UP AND - ALL EQUIPMENT FURNISHED BY COSTCO, INSTALLED BY M.C. CONTACT COSTCO PURCHASING DEPT. TO COORDINATE DELIVERY TIME 0 FAX (425)313-6770. f INSTALL ELBOW O Q I - AC UNITS PROVIDED WITH DDC COMMUNICATIONS INTERFACE CONTROLLED BY BUILDING MANAGEMENT SYSTEM BY CONTROLS INSTALLER. SENSOR T STAT S.I.O. FOR RELIEF AIR. z a_ ° SENSORS @ +72", T'STATS AT 48" A.F.F. CEILING � LIGHTS O o- z O n - CONTRACTOR TO INSTALL ALL ITEMS LISTED IN EQUIPMENT SUBMITTAL PER MANUFACTURERS INSTALLATION AND OPERATION MANUAL. O 0 - AC UNITS TO BE SUPPLIED WITH THE FOLLOWING FACTORY INSTALLED OPTIONS: THROUGH-THE-BASE ELECTRICAL WITH CIRCUIT BREAKER, 120V/15AMP a U FIRE PROTECTION NOTES CONVENIENCE OUTLET, STANDARD 2" MERV-4 FILTERS, HINGED ACCESS DOORS AND VAV SUPPLY AIR BLOWER WHERE AVAILABLE; UNLESS OTHERWISE NOTED. REFERENCE ONLY - AC UNITS TO BE SUPPLIED WITH FIELD INSTALLED THROUGH-THE-BASE GAS PIPING CONNECTION AND HAIL GUARD. (2) 12 GA. GALVANIZED NOT APPROVED WITH THIS PERMIT' STEEL WIRES TO BE Q0 I . M.C. TO DISCONNECT EXISTING DUCT SMOKE DETECTOR(S) AND RECONNECT - ROOF CURBS PROVIDED BY M.B.S. UNLESS OTHERWISE NOTED. POSITIVELY ATTACHED 0 ?: N FROM OPPOSITE O x. TO NEW HVAC UNITS . HVAC ITEM NOTES 'n 2. M.C. TO VERIFY OPERATION OF DUCT SMOKE DETECTOR(S) AND REPLACE (1) HVAC SUPPLY & RETURN DUCT DROP S.O.I.C. CORNERS OF THE DIFFUSER BODY TO THE j AS NECESSARY. (2) UNIT SHALL BE CONTROLLED BY BMS. UNIT SHALL BE CAPABLE OF 50% OUTDOOR AIR, AND HAVE FIELD INSTALLED MOTORIZED OUTSIDE AIR DAMPER SO THAT STRUCTURE ABOVE. N I 0 3. FOR DUCT SMOKE DETECTORS INTERFACED WITH FAP: CONTRACTOR IS TO WHEN PIZZA OVEN HOOD SYSTEM IS OPERATING AC UNIT CAN PROVIDE MAKE-UP AIR TO FOOD SERVICE FACILITY. N COORDINATE WITH WAREHOUSE FIRE ALARM SERVICE COMPANY, FIRE ALARM (3) OUTSIDE AIR CONTROLLED BY FIELD INSTALLED CO2 SENSOR TO MAINTAIN MAXIMUM 1000 PPM CO2 AND MAINTAIN THE BUILDING AT A POSITIVE STATIC Z o SERVICE COMPANY INVOICES) TO BE PAID BY WAREHOUSE. PRESSURE. E-+ N 4. CONTRACTOR IS TO BE PRESENT DURING TEST WITH FIRE ALARM SERVICE (4) FACTORY INSTALLED CONSTANT AIR VOLUME 5 HP SUPPLY AIR MOTOR, FIELD INSTALLED HIGH STATIC DRIVE KIT (S.O.I.C). w / COMPANY TO DEMONSTRATE FUNCTIONALITY. (5) TO BE SUPPLIED WITH FACTORY INSTALLED ECONOMIZER AND BAROMETRIC RELIEF. LO tis ' 5. CONTRACTOR IS TO BE PRESENT DURING ANY TEST(S) REQUIRED BY (8) FACTORY/FIELD INSTALLED RETURN AIR SMOKE DETECTOR. TYPICAL DUCTED ANCILLARY di JURISDICTION. AC UNIT DUCT ELEVATION DETAIL 6 SCALE: NONE i DEMO EXIST. OPTICAL EXAM SINK, AND (E)H&CW ' IN WALL. PLUMBING LEGEND - -- - -- __ .-- ,_,� _ . WAST /SANITARY SEWER -�-- ; CONNECT NEW 3/4 CW TO E z �----- •-------•-••-�-�• --------� uu EXISTING 3/4" CW. FIELD VENT I _ ..............................._-...._ VERIFY SIZE, LOCATION, AND E)1/2' -�\ I 1.E. COLD WATER (E)1/2' y OES - - - _ HOT WATER w ------ HOT WATER CIRCULATION v A AIR C CONDENSATE DRAIN (E)3/4 CW ' : O E 3 4' �0�� ------ - - - - - - - - ) / _ _ G GAS - COCK a GAS r, _ VALVE - GATE w€ VALVE PRESSURE REDUCING (PRV) - - L- CAP OFF y \ CONNECT NEW 3/4" CW TO EXISTING 3/4"CW ABOVE A.F.F. ABOVE FINISH FLOOR �( )3f4 - '-� ! FOES \\ CEILING. FIELD VERIFY SIZE A.H.J. AUTHORITY HAVING JURISDICTION AND LOCATION r I I B.F.F. BELOW FINISH FLOOR ' II CO CLEAN OUT _._.T------ F- ----- - nn II ES CONT. CONTINUATION _ CW COLD FCO FLOO WCLEAWH—, __ A R N OUT G.0 GENERAL CONTRACTOR G.V GATE VALVE DEMO EXIST. OPTICAL WH-1 3 4"CW DN. TOEXAM SINK, EXIST. WATER / H&CW HOT & COLD WATER HEATER AND (E)H&CW IN WATER HEATER. HW HOT WATER WALL. 1/2" H&CW TO SINK (TYP. OF 3) IN. WC INCHES OF WATER COLUMN SEE DETAIL 54 M.0 MECHANICAL CONTRACTOR PSI POUNDS PER SQUARE INCH OPTICAL CENTER OPTICAL CENTER Sco SURFACE CLEAN OUT PLUMBING DEMO PLAN PLUMBING PLAN S.S. SANITARY SEWER SCALE: 1/4" = 1'-0" SCALE: 1 4" = 1 -0 TYP. TYPICAL U UNIONVTR VENT THRU ROOFW. WASTE z DEMO (E)OPTICAL EXAMSINKS AND (E)WASTE & WCO WALL CLEAN OUT VENT RISERS IN WALL.CAP WASTE BELOW GRADE. 1 -1 2(TYP. OF 3) E)1 -1/2"VTR / PIPING SYSTEMS _...._........_.._...................__................................_..................__........ ____ ,- .... -....;..------------------- ------s ___...___--- _....__...__ N1/2 - • _- � 4„E 4T APPLICABLE PLUMBING CODE: 2011 OSPC CONNECT W SS TOEXISTING WAS E. FIELD VERIFY SIZE, LOCATION, AND2. ALL WASTE PIPING CONDENSATE PIPING & STORM DRAIN PIPING TO BE SLOPED OOI.E.--- --- AT 2% tv91NIMUM UNLESS OTHERWISE NOTED. E)2O3• LOCATE ALL FLOOR CLEAN OUTS OUTSIDE OF FORKLIFT DRIVE AISLE (UNDER RACKING OR WITHIN 18 OF WALL). o4. SURFACE OUNTE PIP NG WILL NOT BE ACCEP ABLE IN ISHED 0 MS ORM D I T FIN R 0 0- , COOLERS. PIPING AND CONDUIT OF ALL TYPES SHALL BE CONCEALED WITHIN........... .. .......................... ..........• -- _- WALLS, FLOORS, CEILINGS INCLUDING CONDENSATE DRAIN LINES, WATER HEATER`---•-••---° PRESSURE RELIEF LINES AND SODA LINES). W #' ,n....--..... ------ -- -------------------------------------- ----•--- 5 OL RECIR AND2% SLOPE (E)FCO ,' — E 4„ PING; STORM DRAIN, HOT, C D, C, �INSULATE ALL INTERIOR PI ��- CONDENSATE PER SPECIFICATION SECTION 22 07 00.(E)FC0 .._______________-_--____..__:..----------w ? - a ti9/14/1 6 ”'`� . PIPING IN ROOF TRUSS SPACE TO BE RUN PERPENDICULAR OR PARALLEL TO--,........ BUILDING JOIST OR GIRDERS, FOR PASSING BELOW SOLID GIRDERS MOUNT PIPING Q z win\ - CONNECT NEW 2" SS TO 6" MAXIMUM FROM BOTTOM OF GIRDER. DO NOT BLOCK LIGHTING & SKYLIGHTS.(E)1 ,1/2„ 1 /2,. \ 4„ Wi----•--I IS W IED,___--_•____-.-_ 1 \ /� EX TING ASTE F L- /2"VTR VERIFY SIZE, LOCATION, ANDWASTE & VENT1 1I.E. T�THE FOLLOWING NOTES APPLY TO ALL WASTE & VENT PLANS. V 1- EXTEND ALL PLUMBING VENTS WITHIN 15' OF PARAPET TO MINIMU OVE P R PET EXTEND E TS MINIMUM AW Y T EOES A A ALL V N 15' A FROM ALL IN AK AS REQUIRED.IZ ......_ ............. 5. SEE FIXTURE SCHEDULE FOR MINIMUM TRAP ARM AND VENT SIZE.6. ALL DIMENSIONS TO COLUMN LINES. o cq •--I ODOMESTIC WATER Q cocoTHE FOLLOWING NOTES APPLY TO ALL DOMESTIC PIPING PLANS. _ -1. RUN ALL PIPING IN TRUSS SPACE, EXCEPT FOR WHERE COVERED BY EQUIPMENT ix 0ODTICAL CENTER PLATFORM OR LOCATED IN CEILING SPACE AT FRAMED ANCILLARY AREAS. `' � 0 co IZ OPTICAL CENTER 2. PROVIDE ALL HAND SINKS WITH THERMOSTATIC MIXING VALVE LOCATED BELOW �--i ix02WASTE & VENT PLAN SINK TO REDUCE WATER TEMPERATURE TO 11O'F. E-1 ZWO zA & A �z . �SCALE: 1/4" = 1 -0" SCALE: 1/4" = 1'-0" E-: E"4. HW STOP TO ROUGH IN ON LEFT, CW STOP TO ROUGH IN ON RIGHT. PROVIDE W w0 '-' ZJ AIR CHAMBER PER DETAIL 9/P. Q l N [� co U) 04 a8. PROVIDE THRUST BLOCKS ON ALL MAINS AND OTHER PIPING TO LIMIT MOVEMENTaTO NO GREATER THAN ONE INCH. SEE DETAIL 10/P. 00 Ln Oz Z Lo LiCN w— H W r" C�PLUMBING FIXTURE SCHEDULE CONTRACTOR PROVIDED QSYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES BACKFLOW Q CPREVENTION E-1 WATER HEATER EE MAX 1 2" 1 2" 2.5 GAL., ELECTRIC WATER HEATER, 1.2KW, 120V 10, 10 AMPS. 6.0 GPH @ 100' RISE 56 M OPTICAL (3) N/A120'F EMT2.5 / / / /WAT F HEATER EMT2AX 1/2" 1/2" 2.5 GAL., ELECTRIC WATER HEATER, 1.2KW, 120V/10, 10 AMPS. 6.0 GPH @ 100' RISE 56/M OPTICAL (3) N/Ao WH-3 WATER HEATER EMT2AX 1/2" 1/2" 2.5 GAL., ELECTRIC WATER HEATER, 1.2KW, 120V/1 0, 10 AMPS. 6.0 GPH @ 100' RISE 56/M OPTICAL (3) N/A [--I NPLUMBING FIXTURE SCHEDULE — SUPPLIED BY OWNER INSTALLED BY CONTRACTOR (SOIC) ' 3SYMBOL DESCRIPTION MFR./MODEL WASTE VENT COLD W. HOT W. SPECIFICATIONS DETAIL SERVES NOTES PREVENTOION � 0 18 GAUGE TYPE 302 SELF RIMMING STAINLESS STEEL, LEDGE TYPE SINGLE COMPARTMENT SINK 15"x17-1/2"x7-1/2" LH-BS � zo OPTICAL EXAM „ „ OPTICAL EXAM wSINK 2 " 1-1/2 1/2 1/2 DEEP WITH FAUCET LEDGE. ELKAY LK-4121 CHROME FAUCET, SWING SPOUT WITH 10 OUTLET HEIGHT. 8 REACH, AG ? LqE-1LK-335 SINK DRAIN & TAILPIE_CE. H ory HAZARD TYPE BACKFLOW POTENTIAL w o (3) WATER HEATERS TO HAVE RIGID CONNECTIONS & CONSTRAINTS TO RESIST SEISMIC MOTION. o Lo U LH - LOW HAZARD BS - BACK SIPHONAGEUZ i-.�HH - HIGH HAZARD BP - BACK PRESSURE W pp Q BACKFLOW PREVENTIONlo oO oU Lli RPZ - REDUCED PRESSURE PRINCIPLE BACK FLOW p"' EEnn Z I PVB - PRESSURE VACUUM BREAKERAG - AIR GAPO AVB - ATMOSPHERIC VACUUM BREAKER I� m 6o Of ALL THREADED ROD (A.T.R.) ASME P&TZTHRUST BLOCKS TO PROVIDE RESTRAINT TO SINGLETDOUBLE FIXTURE INSTALL PER PDI STANDARDS AND LIMIT DOMESTIC WATER PIPE MOVEMENT TO STIFFENER REQUIREMENTS UNISTRUT MODEL # P-1000 RELIEF VALVE oMANUFACTURER'S INSTRUCTIONS. HOT WATER LESS THAN 1" OUE TO FIXTURE OPERATIONS. A.T.R. SIZE MAX. LENGTH CHANNEL LONGITUDINAL oDISCHARGE PIPE COLD WATER ,� � o AIR PROVIDE A WHA AT ALL QUICK- 3/8„ 19„ BRACE - ANCHOR TO ROOF TO 3" DIA. HUB DRAIPDI FIXTURE FRAMING AS DIRECTED BYCHAMBERSI I CLOSING VALVES.SIZE UNIT LOAD 1/2„ 25" STRUCTURAL ENGINEER. AND DAYLIGHT° n ® + 3" ABOVEA 1-' ' S/4" 31" RIM REFERENCE ONLY 0W WALL STOPS TO BEB 12-32 / � Z LOOSE KEY WITH SHIELD - 4 37 UNION NOT APPROVED WITH THIS PERMITWC 33-60 ALL THREADED ROD (A.T.R.) WATER HEATER TO BE HOT OR COLD WATER SUPPLY = = MAY REQUIRE STIFFENER. 2" VENT INSTALLED TIGHTc' D 61-113 PIPE SLEEVE OVER BOLT. SEE TABLE ABOVE. THRU ROOF AGAINST SIDE WALL. CONICAL SPIN-IN oo IF HORIZONTAL BRANCH IS LESS THAN 20' VOLUME DAMPERO E 114-154 LONG, PROVIDE ONE WHA AT END OF LINE. INSULATION VAPOR BARRIER( q." WASTE FROM TRAP PRIMER FLEX DUCT 10' MAX._ IF BRANCH IS GREATER THAN 20' LONG, TYPE IS REQUIRED FOR LOW SINK CATCH PAN DRAINUPPF 154 330 I PROVIDE ANOTHER WHA IN MIDDLE, EACH TEMPERATURE PIPE). BAND CLAMP OR0 O SIZED FOR HALF THE FIXTURE UNITS. CABLE TIE. (TYP.) ADJUSTABLE HALF HINGE CATCH PAN E"� PROVIDE HIGH COMPRESSIVE TYP. PIPE „HANGER � _ _ � 2 I DUCT STRENGTH INSULATION UNDER PROVIDE BLOCKING ASLn INSULATION SHIELD. REQUIRED TO KEEP WASTE NYLON TIE-STRAPS o (MIN. 9 PCF DENSITY) PIPE ABOVE GRADE. NFOR BATTERIES OF FIXTURES, PROVIDE WATER HAMMER ARRESTERS BY ZURN OR APPROVED INSULATION SHIELD AT HANGER. - - - 2"/3' DAPTER HUB DRAIN SECURELY FASTEN TO INSULATION EQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH- 201, ASSE #1010 WITH BAND CLAMP OR CABLE TIE. 2" WASTE P-TRAP � z AND ANSI #A112.26.1M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT ® PIPE OR RISER CLAMP ABOVE GRADE FINISHED FLOOR LAY-IN CEILING DIFFUSERM - 2 NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW DIRECTION IF POSSIBLE. SIZE THE (TYP.) UNDER INSULATION. � UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. PROVIDE TYPICAL ANCILLARY STRUCTURE a o ACCESSIBILITY TO "WHA" WHERE REQUIRED BY LOCAL CODE. TYPICAL WATER PIPING HANGER SUPPORT TYPICAL THRUST BLOCK (PHARMACY, OPTICAL, OFFICE, HEARING, E.D.P) of N WATER HAMMER ARRESTERS WATER PIPING HANGER THRUST BLOCK DETAIL UNDER SINK WATER HEATER WH- 1,2,3 DIFFUSER INLET DETAIL 1 1 Y SCALE: NONE 9 SCALE: NONE 1 SCALE: NONE 54 SCALE: NONE 1 2 � x �I x DRYWALL PER ARCH �� C X z M Fl� EXISTING PANEL u ��,� 2� �p - H 9-FT„HOFFMAN 3"X3" j X (4"X4 ) WIREWAY TO Y Q : SPACE ABOVE CEILING. v w I! 4 ATTACHMENT T RING ' COMMUNICATION FITTING -_ I ' S 1668 (COVERPLATE) o WH-1. E.C. TO COORDINATE � I � , J RECEPTACLE LOCATION W/ M.C. P8/13 r I I SPACER/SUPPORT X10 Ir - _.........................__.............................. AS REQUIRED MIN __..._ j ACCESS A 10 GFl 13 25 25 Q - G +2'-4" O 10 10 P8/10 I O O o 2' 4' " 110 O3 5O NOTE: THIS DETAIL IS TYPICAL FOR ALL ACCESS PENETRATIONS WIREWAYS. O® jGn O O TO WIREWAY. HEIGHT OF PENETRATIONS ARE SPECIFIED ON PLAN. AN ADDITIONAL PENETRATION AT 8'-9" (IN CEILING SPACE) IS TYPICAL FOR ALL CHASES - NO COVERPLATE ACCESS A O O X10 NEEDED FOR CEILING SPACE PENETRATION. +1 1 '6„ " ® TO O O P8/8 X & 61-9 -s ,_4 1s 2 OPTICAL/EXAM ROOM ACCESS AT , _ 12 ,2 __----- ___ , WALL DUCT DETAIL 1 16 2s 14 $ F 2"C BETWEEN cFl I CCESS AT WIREWAYS. Q® c2 1s \\ +1'-6" ACCESS AT X10 1 \\ :F81 2"C BETWEEN +1 '-6" 12 cWIREWAYS. 16 5 �\ Gfl 14 2'-4" �r-- 18 0��H Fl• 4 14 1-�-' 25 0 _- CCESS AT PLAN NOTES: L- .........__ - 410 _ - -- -...__ .. - ......................_..-- -. ..:�- ----- . - -- +2'-4" E:3= #8,3/4"C 10 lam' __ _ -- _...P_8/..1.5 __._... - - ........... IQ1 VERIFY LOCATION OF POWER POLE AND CEILING J-BOXES WITH OWNER BEFORE Q )WH-2. E.C. TO COORDINATE C/25 #10 X10 INSTALLATION. 8/16,18 P8 14 RECEPTACLE LOCATION W/ M.C. 3 P8/6 / O E.C. TO MAKE ALL FINAL ELECTRICAL CONNECTIONS (INCLUDING LOW-VOLTAGE) FOR j o WH-1 . E.C. TO COORDINATE ALL OWNER SUPPLIED EQUIPMENT. N RECEPTACLE LOCATION W/ M.C. ' OPTICAL POWER PLAN Q3 PLUGMOLD & LIGHTING IN KIOSK ARE SUPPLIED BY OWNER, INSTALLED BY w i SCALE: 1 4 = 1 -0 ELECTRICAL CONTRACTOR. ® ALL OUTLETS, LIGHT SWITCHES, ELECTRICAL DEVICES IN EXAM ROOMS SHALL BE HOSPITAL GRADE. NO M.C. (FLEX) WIRING ALLOWED. PER NEC 517-13. �z PROVIDE PLUGMOLD, WITH RECEPTACLE EVERY 12" ON CENTER, MOUNT PLUGMOLD ABOVE COUNTER. ' © WIREMOLD (S166B) BRASS COMMUNICATION FITTING (COVERPLATE), WITH WIREMOLD E7= Im '/ I �� i (437-7/8") ATTACHMENT RING WITH ACCESS PENETRATION TO HOFFMAN 3"x3" W r " I WIREWAY FOR OWNER INSTALLED DATA CABLING AT HEIGHTS SHOWN ON POWER PLAN. E-1 PROVIDE AN ADDITIONAL (437-7/8") ATTACHMENT RING WITH ACCESS PENETRATION (� Ln EM TO HOFFMAN 3"x3" WIREWAY AT 8'-9" (IN CEILING SPACE, NO COVERPLATE NEEDED), �J o' P8/20 TYPICAL FOR ALL DATA CHASES. PROVIDE ALL ACCESSORIES AS REQUIRED. WIREMOLD F 1 a N ATTACHMENT RINGS (437-7/8"), COVERPLATES (S166B) & 9-FT HOFFMAN 3"X3" o WIREWAYS TO BE PURCHASED / SUPPLIED FROM GRAYBAR ELECTRIC Q `` X -- '206-292-4848). SEE DETAIL SEE DETAIL 1 SHEET E-1 AND ARCHITECTURAL w Op p p OPTICAL PLANS. PROVIDE PULL STRING IN CHASES. N TYP. O O `n - 3 NP OO Oo NP 07 MOUNT CLEAN POWER RECEPTACLE IN LOWER CABINETRY ON THE INNER SIDE WALL o �'P• NP, OF CABINET TO MAKE SURE CABINET DRAWER CAN CLOSE PROPERLY WITH CORD F4 N Lo 20 20 E PLUGGED INTO THE RECEPTACLE. COORDINATE EXACT LOCATION WITH REGIONAL h� 'q" Lo 20 20 20 20 20 20 OPTICAL MANAGER. Q' N � ® SAME AS NOTE #6, EXCEPT USE HOFFMANN 4"X4" WIREWAY AT THIS LOCATION IN C-4 w o EACH OPTICAL EXAM.T. 09 WIREMOLD (S166B) BRASS COMMUNICATION FITTING (COVERPLATE), WITH WIREMOLD Q � 3 (437-7/8") ATTACHMENT RING WITH ACCESS PENETRATION TO HOFFMAN 4"x4"(X12") f WIREWAY FOR OWNER INSTALLED DATA CABLING AT HEIGHTS SHOWN ON POWER PLAN. ^ _ 20 PROVIDE 2" HORIZONTAL CONDUIT BETWEEN THE (2) 4"X4" WIREWAYS IN EACH EXAMEL Q 17-73 ?; EL ROOM. 1-FT HOFFMAN 4"X4" WIREWAYS TO BE PURCHASED / SUPPLIED FROM Z, o xo l� \\ GRAYBAR ELECTRIC (206-292-4848). SEE DETAIL 1 ON SHEET E-1 AND w Op D \\ - p ARCHITECTURAL OPTICAL PLANS. PROVIDE PULL STRING IN CHASES. TYP. O \ TYP. 0 N �P' \ TYP 10 E.C. TO REUSE EXISTING CIRCUITS OR EXISTING SPARES IN EXISTING PANEL C. FIELD W W 20 20 20 20 20 VERIFY. ;_ > r-, N 20 20 20 O Lo 0 co - - - - - -- _ t-� Q .-i " A _ _ .....--- ...-. . . -- ..._- -- ......... � i Q ; E U Wool W � 0 � 3 � � o GENERAL NOTES ~. z o w 0 0 0- o- B Wzz W o � Zo .. OPTICAL LIGHTING PLAN 1. MINIMUM WIRE & CONDUIT SIZE ARE #12 CU & 1/2"C. TYP. CN E-•^1 co co x P., `f SCALE: 1/4" = 1'-0" W N 2. NO ALUMINUM WIRE ALLOWED. I Q 3. ALL BREAKER AIC RATINGS TO MATCH PANEL AIC RATINGS. 00 O O O AREA OF QNORK O O O O 40 [-� 7 Q0 �� EXISTING AC UNIT. O - , -I \ ° 4. ALL U.L. LISTED EQUIPMENT SHALL BE INSTALLED AS PER THEIR LISTING OR LABELING. rn 0 0 _ ° s � o 0 w 14 w ------ I C ) 0 U ° / w W ELECTRICAL DEMOLITION GENERAL NOTES - - N I ELECTRICAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DEMOLITION PLANS FOR THE SCOPE OF CORRESPONDING BUILDING ^ E_ w ` C~ \ EXISTIN PANEL P8 = U� 0- DEMOLITION WORK. Q -i /! ltz FIELD VERIFY EXISTING CONDITIONS PRIOR TO BID AND TO WORK.-------------- �oj REMOVAL OF EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND REMOVING OF THE EXISTING CONDUITS AND WIRING BACK TO THE NEXT w W ACTIVE OUTLET OR SOURCE. PROVIDE MATCHING BLANK COVER PLATE AS REQUIRED. ry , Wo _ _--- .....------- - i REMOVE OR ABANDON ALL UNUSED UNDERGROUND, UNDER FLOOR RACEWAYS. �' NI 3 1 REMOVE ALL UNUSED SURFACE RACEWAYS. [-1 w (24 O d+ Q / RELOCATE EXISTING ITEMS SHALL INCLUDE DISCONNECTING AND EXTENDING EXISTING CONDUITS AND WIRING TO NEW LOCATION, PROVIDE c3 W NEW CONNECTION AS REQUIRED. z �y ° PARTIAL FLOOR PLAN ,_._, z ``' 1-I-1 � � P PROVIDE CUTTING, PATCHING, TRENCHING AND BACK FILL FOR ALL RELATED ELECTRICAL WORK AS REQUIRED. o (D SCALE: 1/16 = 1'-0" w 0 ry ALL REMODEL WORK SHALL BE PERFORMED NOT TO INTERFERE WITH OWNER'S NORMAL OPERATION, COORDINATE AND SCHEDULE WITH Q o Lo U OWNER, ARCHITECT FOR WORK SCHEDULE. PERFORM WORK DURING OFF BUSINESS HOURS AS REQUIRED. v w PANEL: C 208 / 120 VOLTS 3 PHASE 6 WIRE co COORDINATE AND SCHEDULE WITH OWNER ,FOR ANY EXISTING ELECTRICAL SERVICE SHUT DOWN, PROVIDE TEMPORARY POWER TO MAINTAIN �+ o zo LIGHTING FIXTURE SCHEDULE 225 A CU BUS M.L.O. 10000 A.I.C. MIN. EXISTING ELECTRICAL SYSTEM FOR OWNERS NORMAL OPERATION AS REQUIRED. ALL LIGHT FIXTURES SHALL HAVE FACTORY INSTALLED DISCONNECTED MEANS PER LATEST NEC CODE EXISTING TOP FEED SURFACE MOUNT SQ-D NQOD D w TYPE MANUFACTURER NUMBER LAMPS MOUNT WATT REMARKS PHASE (KVA) CKT.CKT. PHASE (KVA) W w m o- o CIRCUIT USE A B C BKR. NO. NO. BKR. A B C CIRCUIT USE } OD LITHONIA 2GTL 4 G 60L LP841 BLD LATC LED RECESS 59 BI-LEVEL DIMMING & EARTHQUAKE CLIPS. CASH REGISTER 0.50 15/1 1 2 15/1 0.50 CASH REGISTER LEGEND �, :20 CASH REGISTER 0.50 15/1 3 4 15/1 0.50 CASH REGISTER CASH REGISTER 0.50 15/1 5 6 15/1 0.50 CASH REGISTER z 0' PROVIDE ELECTRONIC DIMMING BALLAST. w r2 REAL6C D6-MW-ESL-150OL-40K CASH REGISTER 0.50 15/1 7 8 15/1 0.50 CASH REGISTER � w ON LITHONIA -.655C-120-LP6LN LED RECESS 19 AND COMPATIBLE DIMMING SWITCHES. E.C. CASH REGISTER 0.50 15/1 9 10 15/1 0.50 CASH REGISTER O FIXTURE TYPE 0 FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER � " � = TO INSTALL SWITCHES. c) CASH REGISTER 0.50 15/1 11 12 15/1 0.50 CASH REGISTER O EXISTING LIGHTING FIXTURE o CASH REGISTER 0.50 15/1 13 14 15/1 0.50 CASH REGISTER D' NON-FUSED DISCONNECT, COORDINATE W/EQUIPMENT SUPPLIER o 0 PROVIDE EMERGENCY BATTERY PACK OPTION WHERE INDICATED ON PLANS. INCLUDE ALL RELAY, TEST SWITCH AND CAPACITY REMOVE AND RELOCATE LIGHTING FIXTURE _ EL OF 1400-LUMEN FOR LED LIGHT OUTPUT FOR 90-MINUTE. NOT A NIGHT LIGHT, SELF DIAGNOSTIC FEATURE CASH REGISTER 0.50 15/1 15 16 15/1 0.50 CASH REGISTER CASH REGISTER 0.50 15/1 17 18 15/1 0.50 CASH REGISTER R ® TELEPHONE OUTLET WITH 3/4" CONDUIT TO CEILING I- ' a 0 LIGHTING FIXTURE SPACE OR AS SHOWN 0) CASH REGISTER 0.50 15/1 19 20 15/1 0.50 CASH REGISTER '�- i- CASH REGISTER 0.50 15/1 21 22 15/1 0.50 CASH REGISTER ~ 0 FLUORESCENT LIGHT FIXTURE DIMMER SWITCH, BRAND: HUNT AS-10-MARK-10, ROTARY TYPE, +42" W o Q CASH REGISTER 0.50 15/1 23 24 15/1 0.50 CASH REGISTER 0 a SUB-LETTER INDICATES CONTROLLING SWITCH „ < a_ I CONDUIT IN CEILING OR WALL 1/2 MIN. Q _ _ OPTICAL RECEPT * 1.26 15/1 25 26 15/1 0.50 CASH REGISTER 0- - 0 z ° PANEL: P8 208 / 120 VOLTS 3 PHASE 4 WIRE SPARE * 15/1 27 28 15/1 0.50 TIRE SALES a D SUB-LETTER INDICATES CONTROLLING SWITCH, a CONTROLS CONDUIT UNDERGROUND OR FLOOR 3/4" MIN. z 0 0' b OUTER LAMP(S) AND b CONTROLS INNER LAMP(S) � z o 100 A CU BUS M.L.O. 10000 A.I.C. MIN. PHARM RECEPT 0.80 20/1 29 30 15/1 0.50 TIRE SALES P/1 co EXISTING TOP FEED SURFACE MOUNT SQ-D NEHB PHARM RECEPT 0.80 20 1 31 32 20 2 0.80 PROCESSOR „ HOME RUN TO PANEL WITH CIRCUIT NUMBER, SLASHES ° / / $ SINGLE POLE SWITCH, +42 INDICATE NUMBER OF CONDUCTORS n O U PHASE (KVA) CKT.CKT. PHASE (KVA) EDP/NCR RECEPT 0.18 20/1 33 34 --- 0.80a,1•c F-+-I $a SUB-LETTER INDICATES FIXTURE CONTROLLED, +42 ' �+� INDICATES WIRES AND CONDUIT OTHER THAN 12 1/2'C CIRCUIT USE A B C BKR. N0. N0. BKR. A B C CIRCUIT USE EDP/NCR RECEPT 0.18 20/1 35 36 20/2 0.80 PROCESSOR � ' I -- --- -- C - METALLIC CONDUIT PVC - PLASTIC CO Ulf PRINTER 4.20 50/2 1 2 20/1 0.18 RECEPT PHOTO EDP/NCR RECEPT 0.18 20/1 37 38 - 0.80 $3 THREE POLE SWITCH, +42" I 4.20 --- 3 4 20/1 1.26 RECEPT PHOTO EDP/NCR RECEPT 0.18 20/1 39 40 15/1 0.50 SALES RECEPT �-1 ISOLATED GROUND OR GROUND CONDUCTOR 0 :" Qo PHOTO PROCESSOR 2.50 30/2 5 6 20/1 1.20 WATER HEATER * EDP/NCR RECEPT 0.18 20/1 41 42 15/1 0.50 ATM MACHINE ® DUPLEX RECEPTACLE, +18" OR AS NOTED 2.50 --- 7 8 20/1 1.00 OPT PLUGMOLD * SECTION 2 OF 2 (F ISOLATED GROUND DUPLEX RECEPTACLE, +18" OR AS NOTED FLEXIBLE CONDUIT CONNECTION AS REQUIRED O ', Ln SPARE 50/2 9 10 20/1 0.90 OPT EXAM ROOM RECEPT * SPARE 20/1 43 44 SPACE ® BRANCH PANEL r o --- 11 12 20/1 0.90 OPT EXAM ROOM RECEPT * SPARE 20/1 45 46 SPACE ® ISOLATED GROUND FOUR-FLEX RECEPTACLE, +18" OR AS NOTED / WATER HEATER * 1 .20 20/1 13 14 20/1 0.90 OPT EXAM ROOM RECEPT * SPARE 20/1 47 48 SPACE ® FOUR-PLEX RECEPTACLE, +18" OR AS NOTED +48" INDICATES MOUNTING HEIGHT OF EQUIPMENT/OUTLET � * * CENTER LINE ABOVE FINISH FLOOR WATER HEATER 1.20 20/1 15 16 20/1 1.50 OPT EXAM ROOM CONSOLES SPARE 20 1 49 50 SPACE N SPARE 20/1 17 18 20/1 0.72 OPTICAL RECEPTACLES * SPARE 20/1 51 52 SPACE d0 JUNCTION BOX, SIZE AND TYPE PER CODE E.C. ELECTRICAL CONTRACTOR REFERENCE ONLY -� SPARE 20 1 19 20 20 1 0.88 OPTICAL LIGHTS * SPARE 20/1 53 54 SPACE T ~ z E O ® HACR BREAKER IN NEMA ENCLOSURE COORDINATE W/ WP WEATHER PROOF NOT APPROVED WITH THI5 PERM-__ JILL �p TOTAL PHASE A (KVA) 7.90 10.86 KVA 2.96 TOTAL PHASE A (KVA) 4.24 8.34 KVA 4.10 j N TOTAL PHASE B (KVA) 5.40 9.06 KVA 3.66 TOTAL PHASE B (KVA) 2.36 6.16 KVA 3.80 EQUIPMENT SUPPLIER. GFI GROUND FAULT CIRCUIT INTERRUPTER a TOTAL PHASE C (KVA) 2.50 5.32 KVA 2.82 TOTAL PHASE C (KVA) 3.16 6.96 KVA 3.80 TYP. TYPICAL <- [ TOTAL CONNECTED LOAD 25.24 KVA 70 A TOTAL CONNECTED LOAD 21.46 KVA 59 A 0 * NEW/REVISED LOADS * NEW/REVISED LOAD