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Plans (5) BU P2018 - 00309 lof 2 i:„.::: ��`l S t30 ,4PPLICASLE CODE IN1~ORP'1,4TION ��`CONt�,CTS ` 0 '7 2d18 �+ ,NA HoKu BUILDING: 2014 Oregon Structural Specialty Code (OSSC) �1 EN14NT OWNER TENAN1 'S DESIGNERbased on the 2012 International Building Code (IBC i TIG� � NA HOKU NI DESIGN `' ` . NA HOKU, INC. II TALGOTT NOTCH ROAD ELECTRICAL: EfIeE5Ei ESC)3041 UALENA STEET, 12th FLOOR FARMNGTONGT06032 ic Code ndments CONSULTANTS . PH: (808) 837-1231 PH: (860) 6-18-1146 X105 to the 2017 NEC FAX: (808) 83-1-1358 FAX: (860) 6`18-`1111 Project Management * Design CONTACT: DONOVAN AGOR CONTACT: MAURO J. BALBONI, JR. MECHANICAL: 2014 Oregon Mechanical Specialty Code (GMSC) Lill? E-MAIL: DONOVANAGOR®NAHOKU.GOM E-MAIL: MI3ALBONI®NIDES IGN.NET 12035 Colw[ck based on the 2012 International Mechanical Code San Antonio, TX 78216 ENCS ENGINEER ARCHITECT OF RECORDn ':�°\ " " (IMC) &the International Fuel Gas Code (IFGC) ( ) %�� �� ��, tel. 210 408-1$60 . -t. =,';4 r ;�Lr'r.., „ t11111111' alf � fax (210} 408-0273 RSW CONSULTANTS RSV{ CONSULTANTS = "" `. ' ivi/'%`4`,,:':::,k ek' i• ` o. Oregon PlumbingSpecialty Code (OPSC) 2014 pec ty ( ) 12035 GOLWIGK 12035 GOLWIGK • ••:•:•:•;,;;;;;;:,,:::<:.:�� ��....u�:;>;A<:>;;;;:�:: .mm:«:::::�•..:.n�,�. •- 4s; . .L �.�_. based on the 2015 Uniform Plumbing Code (UPC) _ SAN ANTONIO, TX -18216 SAN ANTONIO, TX 18216 V \k PH: (210) 408-186o PH: (210) 408-1860 er ENERGY CODE: 2014 Oregon Energy Efficiency Specialty Code - t _ FAX: (210) 408-0213 FAX: (210) 408-0213 based on the 2009 Energy Conservation Code CONTACT: ROBERT STANLEY CONTACT: JIMMY POWERS Washington Squ.are f ACCESSIBILITY CODE: 2010 ADA Standards/ ICC/ANSI A117.1-2009 - BaselineJIM%• ' L. PDA-RS r for Alternate Methods/Equivalant Facilitation/Alterations 5682 TENAN1T COORDINATOR MALL MANAGEMENT : Space B03 B USE GROUP: Group M - Mercantile • WIvERshtl1TrTExAsMAGERIGH MAGERIGH t' f e(No change in Use or Occupancy type) »f 1411 NORTH TATUM BOULEVARD WASHINGTON SQUARE ' 1', �, � PHOENIX, AZ 850028 1585 5. WASHINGTON SQUARE RD. BUILDING TYPE: TYPE II-N: PORTLAND, OR 11223 Poimtland/ R 97223 PH: (602) 153-6311 O Unprotected, Non-combustible, Fully Sprinklered CONTACT: CHARLENE S I ROKMAN ROGER OTT, OPERATIONS MANAGER LEVEL OF ALTERATION: Level 1 TENANT COORDINATION, WASHINGTON SQUARE SENIOR MANAGER SCOPE OF WORK: Interior Buildout and Storefront E-MAIL: Charlene.51rokman@macerich.com HVAC: Modify Existing PH: (602) 153-6542 SPRINKLERS: Modify Existing FAX: (602) 153-8344 ELECTRICAL: ModifyExistin NOTE: CONTRACTOR g MUST CHECK AND VERIFY CONTACT: KATHLEEN SHEPHERD, PLUMBING: Modify Existing ALL DIMENSIONS AND FIELD ADMINISTRATOR, TENANT COORDINATION DETER- NUMBER OF EXITS: (1) Required - (2) Provided MIC,ONDIITIONSNING THE BID BEEFPRICE. ANY ORE VARIANCE SHALL BE MAX. TRAVEL DIST. TO EXIT: 250 FT. (Actual: 57'-10" FT.) REPORTED TO THE CON- STRUCTIONTMENT Employees' work area is located within 280 ft. from mall facilities and drinking ETAE Y. NODEPAETR No products containingasbestos or IMMEDIATELY. NO EXTRAS L4,1\11=) ORD ENEI L fountain. (1) Unisex toilet room, mop sink, req'd. and provided. D.F. not req'd. WILLBE PAID FOR WORK NOTESany other hazardous material shall Separate facilities are not required, occupant load is 100 or less. DONE DUE THE FAILURE OF be specified for nor used during CONGKT EXISTING PROJECT MUST COMPLY WITH ANY AND / OR ALL OTHER STATE AND LOCAL CODES, construction of this store. AND ALL CITY ORDINANCES WHICH MAY AFFECT TENANT STORE CONSTRUCTION. - I. MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH ROGER OTT, OPERATIONS MANAGER - CONTACT roger.ottomacerIch.com OR 503-631-8865. INDEX OF DRAWINGS 2. THE FINAL LANDLORD APPROVED DRAWINGS SHALL BE FORWARDED TO THE AWARDED GENERAL CONTRACTOR AND SHALL BE KEPT ON-SITE AT ALL TIMES. 3. TENANT'S GENERAL CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED DURING T.I. WORK ANDBHT. DESCRIPTION SHT. DESCRIPTION COMPLETE LANDLORD'S PUNGHLIST A5 DIRECTED BY LANDLORD'S REPRESENTATIVE. SEP4R,AIt E PERMIT/ POWER DRIVEN Si-IDTIN-1 4. TENANT'S GENERAL CONTRACTOR MUST CONTRACT WITH MALL'S REQUIRED VENDORS - SEE CRITERIA FOR INFO. t I I T.I TITLE CI II=ET NV LOCATION AND KEY PLAN M.I MECHANICAL PLAN ANCHORS USED FOR 5, PRIOR TO SAW GUTTING OR PENETRATING THE EXISTING SLAB, VERIFY LOCATION WITH ON-SITE LANDLORD S� MITI 41- REQU I RVMENTS AI.0 DEMOLITION PLAN M.2 MEGHANIGAL SPEGIFIGATiONS SEISMIC APPL4CATlnN REPRESENTATIVE. TENANT'S GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL AI.I FLOOR PLAN EI LIGHTING PLAN SHALL RFGIUIRE SP1rC1AE- UTILITY CONDUITS. INSPECTION 6. TENANT'S GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR BETWEEN BARRICADE AND STOREFRONT. ANY ARCHITECTURAL/ DESIGNED AI 2 FLOOR /WALL FIXTURE PLANS E.2 POWER PLAN SEPARATE OR,t���flP�o-ol SUBMITTAL INSPECTION A1.3 AGCL IBILI7Y AND LIFE SAFETY PLAN E.3 ELECTRICAL SCHEDULES DAMAGE OCCURRED DURING CONSTRUCTION MUST BE REPLACED AT THE TENANT'S GENERAL CONTRACTOR'S EXPEN5E• MEP/STRUCTURAL AND/OR REVIEWED BY: REQUIRED/ BY: PERMIT 1. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. T.G.C. 15 ELEMENT DESIGNATED BY: REQUIRED A2.O INTERIOR WALL ELEVATIONS E4 ELECTRICAL SPECIFICATIONS REQUIRED TO FRAME, BRACE AND/OR SUSPEND, A5 NEEDED, TO/FROM THE TOP CHORD OF JOISTS OR STRUCTURAL ;%.1 WORK AND TOILET ROOM ELEVATIONS P.I PLUMBING PLAN STEEL WHICH EXIST ABOVE THE TENANT'S SPACE. SIGNAGE ARCHITECT ARCHITECT YES YES A3.0 CEILING LAYOUT PLAN 8. A WATER SHUT-OFF VALVE (IF NOT EXISTING) MUST BE INSTALLED AT EYE LEVEL, USING A BALL-TYPE VALVE, AND _ (DEI-tRRED) REFLECTED CEILING PLAN CLEARLY LABELED "WATER SHUT-OFF VALVE". PROVIDE A FLOOR DRAIN (IF NOT EXISTING) IN TOILET ROOM. MEI' MEP YES A 4.0 STOREFRONT ELEVATION - PLAN 1. THE TENANT'S SIGN CONTRACTOR SHALL SUBMIT STOREFRONT SIGNAGE DRAWINGS UNDER SEPARATE COVER TO THE FIRE ALARM ENGINEER ENGINEER YDS (DEFERRED) A4.1 STOREFRONT SECTION - PLANS LANDLORD AND TENANT'S ARCHITECT FOR REVIEW AND APPROVAL, PRIOR TO FABRICATION AND INSTALLATION. MEP MEP YE5 SPRINKLER ENGINEER ENGINEER YES (DEFERRED) A4.2 STOREFRONT SECTIONS A�r.3 STOREFRONT SECTIONS A5.0 FINISH / DOOR SCHEDULES A6.O MISCELLANEOUS DETAILS Il :I VIC1N1T�' P ,4N SIT PLAN i Y PLAN L r `\ f r . NA HoKu STORE T,415UL,4TION -. ' ANT r ,,,,s,-...:.,, p....)., . 1 ,„.: .4: 0 • OCCUPANT ';i • Washington Square SQ. FT. D `�� W s •I � , t '.I,Ii, ItsrlSpO3B E RE 1113 _I R. � rtlfl _ _ ra,fin HOUSE RO O A � °R n R BACK OF 361 2 H $u S. Washington Sure d. r - HoTe9567 g Square p �o v �� LL! � TOTALS 148 40 _ r • : r ` ' �apD Portland, OR 97223 .�.. 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V II: Jar t j 1 A'( f r „ . �s� BY. , E , s �>� SON s r. � t1tiG4�W "rt r4 <pVE : , 9.W,SCROLLS FERRY ROAD DIAIRU RAWN DATE: O/4II S t L ::... . ... . _rf� .,A ®''• Y . r .�_�...., SUBJECT �� Y • b' _ CHECKED B : 2 • REVIEW MJF 10/22/150 ' -a .°. DATE: _.. _ ONS;TE R • aAc 7 i 02 SCALE: A, ' SAS NOTED I1�'�I! 1111 - SHEET: I Imo- II - TiGARD TITLE SHEET Yy/ 11111111 _NORTH CITY �� LOCATION AND KEY PLAN o Approved by Planning _NORTH 11111111 Date: ti NORTH NORTH Initials: c(-, NORTH .7 1 €01) COL COL , T r02'-J° GET\ER4L NOTES II'-I" 3'-1" 11211. 10'-0 1/2" 12 I/2"-n ` 3`-11 1/2" 4'-11 1/2" I4'-4" 5'-8" 4'-5 1/2" 7-5 1/2'/ / • iLIQ E GENERAL: DOORS, WINDOWS AND HARDWARE: I. ALL WORK SHALL CONFORM TO THE LOCALBUILDING CODE AS AMENDED AND I. FRONT DISPLAY WINDOW GLASS PER DRAWINGS. W/ f I \ 11 ALL OTHER APPLICABLE LAWS AND RESTRICTIONS AS SPECIFIED IN THE TENANT 2. N/A CONSULTANTS MALL COMMON AREA CRITERIA MANUAL. 3. DISPLAY WINDOW HARDWARE SHALL BE "SLIDING". LOCKS REQUIRED. Y 2. SEE 'CONSTRUCTION RULES AND REGULATIONS FOR TENANT'S CONTRACTORS' FOR FINISH: BRUSHED CHROME. REFER TO DOOR HARDWARE SCHEDULE. Project Management * Design ,p`-0"12 1/2" a'-3 1/2" 6'-O" ,l' !1'-I 1/2" 12'-1" • RULE-5 TO BE FOLLOWED PRIOR TO AND DURING CONSTRUCTION. HARDWARE SELECTION TO BE COORDINATED WITH LOCAL GLAZING LEASE • 3. ALL WORK SHALL BE GOVERNED BY A.I.A. DOCUMENT A201,GENERAL CONDITIONS CONTRACTOR. GUT SUBMITTAL REQUIRED FROM GENERAL CONTRACTOR 12035 Colwick LINEI EXG. STOREFRONT CONSTRUCTIONtFOR APPROVAL. San Antonio, TX 78216 - OF THE CONTRACT FOR CONSTRUCTION, IgG7 EDITION. EXG. 3/4" tel. (210) 408-1860 ALUMINUM IIio BE REMOVED (TYP.) _ _ __ _ 4. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND THE BUILDING SITE AND 4. CONTRACTOR TO PROVIDE COMPLETE FINISH HARDWARE SCHEDULE fax (210) 408-0273 N REVEAL I I - -� - I _ NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS OR CONDITIONS SUBMITTAL REQUIRED. (TVP) 3`-0" Q BEFORE PROCEEDING WITH THE WORK OR ORDERING MATERIALS. A - - - - - - - - - - - 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LAYOUT OF THE FINISHES: - NI L I - _ PROJECT AND ACCURATELY ESTABLISH, MAINTAIN, AND PERIODICALLY CHECK I. GYPSUM WALLBOARD TYPICAL: STANDARDS: "GYPSUM CONSTRUCTION ,'� N % -�/ '' j j Cj 1 -` 3'-0" THE ELEVATION, LEVEL, PLUMB, AND SQUARE OF THE WORK. HANDBOOK" BY THE UNITED STATES GYPSUM CO. COMPLY WITH ASTM .V'1)A . . --�"" m r \. . _ _ _ 6. WORKMANSHIP SHALL BE OF THE DEST QUALITY IN ALL RESPECTS. C36. GYPSUM BOARD: 5/8" THICK, TYPE 'X', 4 FT. WIDE BY LONGEST .` C,,.. --- --- /. ' .. ° - - T - - - - € I NONONFORMING WORK OR WORK OF INFERIOR QUALITY SHALL BE REC . PRACTICAL LENGTHS, EASED EDGES, STANDARD PAPER FINISH ASK II . \ / / \ / \ / \ / \ / \ / \ / ® tirn / I ` \ / !I / `� \/ \ / \ �-// I 7. ALL SUBMITTALS AND PROPOSED SUBSTITUTIONS SHALL BE DELIVERED IN WRITING MANUFACTURED BY U,S. GYPSUM NATIONAL GYPSUM GOLD BOND ^ti• L PO " RS `' ` - 0 ); /\ / /' %; \ \ /\ \ 'C /\ TO THE OWNER ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING DOMTAR GYPSUM OR APPROVED EQUAL. JOINT COMPOUND SYSTEM: 5��s2 / °� EXG. TUBE STEEL COLUMNS ��// \ / \ / \CjI/ \ / �`°, f�` I W/WORK. SUCH SUBMITTALS SHALL INCLUDE PRODUCT LITERATURE, SHOP MIXED, APPLIED, AND FINISHED PER MANUFACTURER'S PRINTED 0 UNiV'ERSA'CITY TEXAS D / < \'`fDIRECTIONS; JOINTS AND BEADS TO BE INVISIBLE AFTER FINISHED. f, TO REMAIN (V.I.F.) DRAWINGS, SAMPLES, COST INFORMATION A5 APPROPRIATE. ALL REQUESTED �- \ // \\ / ry/ \ \ I=XC�. !JiLt/r706,,, �+ � \ // I �j i SUBMITTALS SHALL BE DELIVERED TO THE ARCHITECT IN A TIMELY MANNER 5o FINISH SHALL BE "SMOOTH". FASTENERS: A5 RECOMMENDED BY 1t t, i �'\/ \ � ' AS NOT TO DELAY THE WORK. WALLBOARD MANUFACTURE . CORNERANDDGE BEADS: HOT DIP 1� ;Wr°� I � ,,,,.��\ �\ / \\ \ � / �.. °" \ JN GALVANIZED STEEL, BY DRYWALL MANUFACTURER. ALL EXPOSED ���()�f' \ / / / / \ a S. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION AND 14 / EXISTING CEILINGS AND LIGHTING TO \ I I I i CONNECTIONS. WHERE CONDITIONS ARE NOT SPECIFICALLY SPECIFICALLY ENDS SHALL RECEIVE APPROPRIATE EDGE TRIM. W / \ / \ / \ `� BE REMOVED THROUGHOUT SALES , �,, I I INDICATED BUT ARE OF SIMILAR CHARACTER, COMPARABLE DETAILS OF 2. SURFACES TO RECEIVE PAINT MUST BE CLEAN AND DRY. PATCH, SAND W I i\ / \/ \ / \,�/ AREA AND STOREFRONT, U.N.O. �' I I CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE ARCHITECT, AND PRIME PER MANUFACTURER'S INSTRUCTIONS. PROTECT ALL Q % II e / \ // \\ / \ / \ / / \ / \ e. / \ I ENGINEER AND OWNER. ADJACENT WORK FROM SPLATTERING OR DAMAGE. COMPLETED JOB 1 \ / \ / / EXISTING FLOORING TO BE / \ / ' iWILL BE FREE OF DEFECTS. PAINTED SURFACES SHALL RECEIVE AT p ._ q. ALL SPECIFIED PRODUCTS SHALL BE PREPARED AND INSTALLED PER / / \ / \ tea / \A * e \ REMOVED THROUGHOUT SALES 'N I LEAST ONE GOAT OF MANUFACTURER'S RECOMMENDED PRIMER, TWO MANUFACTURER'S INSTRUCTIONS. PROVIDE ALL ACCESSORIES NECESSARY TO COATS OF FINISH. SEE FINISH SCHEDULE FOR PAINT FINISHES. SUBMIT Q / I f H, / \ \ • AREA AND STOREFRONT, U.N.O.J\ / COMPLETE TIS WORK. NOTE: CONTRACTOR f 4 f' / \ /\ :"' 7,„ /\ I J 1 BRUSH-OUTS FOR A1-'f'KOVAL. MUST CHECK AND VERIFY t ` \ / \ �r. / \ / / \ 4 i i I10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING, PROVIDING, AND 1 j \, \ ,/ r�� ING FOR ALL PERMITS AND TEMPORARY UTILITIES REQUIRED THROUGHOUT 3. NEW CEILING GRID ( / NEW ACOUSTICAL TILE) WHERE INDICATED SHALL ALL DIMENSIONS AND FIELD \/ #=>CC�. � MEYER1"fYR /� HAVE CLASS "A" OR I HOUR FIRE RATING AS REQUIRED. SEE FINISH CONDITIONS BEFORE DETER- ....); \ / \ / \ \ [ E THE COURSE OF THE PROJECT. PROVIDE ADEQUATE CONTROLS FOR PUBLIC AND SCHEDULE. MINING THE BID PRICE. ANY 1 \�� \ / \ / \ JEWELERS (RETAIL STORE) 1 I EMPLOYEE HEALTH AND SAFETY. PROVIDE DUST, NOISE AND POLLUTIONVARIANCE SHALL BE C' \\ /\ K \ ( I i Q CONTROLS, AND PROVIDE RUBBISH AND DEBRIS REMOVAL. 4. ARTWORK PANELS TO BE SUPPLIED AND INSTALLED BY OWNER. 5. ALL REPORTED TO THE CON- / / \ / \ / ' r g\ \ , OTHER FINISHESALS SHALL BE : SEE FINISH SCHEDULE. PARTMENT /11, 11411 1\ r,j \\ / \\\/ // ��� \N � /CASEWOW RK MOVE EXG. \I\ \K ' I I 2 II. UNCONDITIONALLY UNLESS IEGUARANTE D OSTATED, ALL VER A PERIOD OFR AND I ONE YEAR FROM FINAL IMMEDIATELY.STRUCTION DNO EXTRAS COMPLETION. MECHANIGAL, PLUMBING AND FIRE SPRINKLER: WIL1 BE %, EXG. 1'j '/\\ // \ / \\// \ //AND WILLWORK ,/ \ // DONE DUE TIRE FAILUREOOF WORK REMOVE EXISTING CEILING AND REMO� \\\ Cj 49 FIXTURES (-fYP.) - X g 12. THE CONTRACTOR, ACTING FOR THE OWNER, SHALL BE RESPONSIBLE FOR FILING I. SEE MECHANICAL DRAWINGS. LIGHTING IN JEWELERS ROOM 9 ///// '4 WINDOW 4 TRIM /\ \y\ \ / \ //\\ / \ N / \\ /)` \69 A tj I V THE NOTICE OF COMPLETION AND OBTAINING A CERTIFICATE OF OCCUPANCY IN 2. FIRE SPRINKLER WORK: SEE FIRE SPRINKLER DRAWINGS (SEPARATE CHECKING THE EXISTING COL ®> j \\� N / \ / \ / \ �/®\ / I I CONDITIONS. i \ v \\� /� €'3 /\ �,\ > I A TIMELY BA515. SUBMITTAL). REMOVE EXG. SINK. GUT BACK, MODIFY, EXTEND, AND/OR GAP IIII111k\ � // \\// \\ / /�/ \\,/ , I I / Q DEMOLITION:_ ELECTRICAL: OFF PLUMBING AS REQUIRED. 4/A/ \ / \ / �$� / \ / I. DEMOLITION SHALL BE EXECUTED INA SAFE AND CAREFUL MANNER. SALVAGE EXG. WASTE PUMP AS Ilk, <j • "\ / \ / \\// \ / \ / , \ /' I } PROPERLY DISCONNECT ANY AFFECTED UTILITIES, NOTIFYING THE SEE ELECTRICAL DRAWINGS. REQ'D. FOR POSSIBLE REUSE. / - = =°= Illtl\ \ x /x\ / /x\ 1 \ I f ADJACENT TENANTS, BUILDING MANAGEMENT AND/OR RESPECTIVE cv REFER TO MEP DRAWINGS FOR I \ ` o III\ \�\ / \ I \ / \ / \ / `J i UTILITY COMPANIES AS NECESSARY BEFORE PROCEEDING. REMOVE WORK NOTES: ADDITIONAL INFO. III\ \� 7\ 0 K /\ f'j / ,--- _ _ J _.a,,. DEBRIS FROM THE PROPERTY REGULARLY AND DISPOSE OF PROPERLY. fp II\ C \ / \ / N / \ / \ '� I. CONTRACTOR MUST ATTACH THE CEILING SUSPENSION, PIPING, _ REMOVE EXISTING JEWELERS `� !IIj r�� �\ / \/ \ , / ,' -- 1 2. ANY TRENCHING OR GORING IN STRUCTURAL CONCRETE SLABS SHALL DUCTWORK, CONDUIT, LIGHTING OR OTHER CONSTRUCTION FROM �/J / �� / I • �° /,� // BE APPROVED BY BUILDING MANAGEMENT OR ENGINEER PRIOR TO ROOM SHCLVING AND FIXTURES / REMOVE EXG. \\ \ / \ / I LANDLORD'S CONCRETE DECK OR UNISTRUT SYSTEM WHERE = - __. / \ / y,(' I PERFORMING WORK. 7 _._ 2 \/ / // h \ DOOR 4 FRAME . N / \ / , APPLICABLE. 1- NOTE: / / / N C \�, X N ��/ 3. PRIOR TO COMMENCING WORK, CONTRACTOR SHALL PROVIDE THE 2. CONTRACTOR TO REPAIR ANY DAMAGE TO COMMON AREAS AND / / REMOVE EXG. a) -...c,,,\ :� \ / N / �, , Cj Cj Cj I TEMPORARY CONSTRUCTION BARRICADE PER LANDLORD CRITERIA SERVICE CORRIDORS INCLUDING PATCHING BARRICADE FASTENER G.G. TO REFER TO M.E.P. r __ _ • / \ ` ` / \ � -y REQUIREMENTS. DO NOT FASTEN TO MALL FINISH MATERIALS. DRAWINGS FOR THE EXTENT OF _ - _ _ \\ EXIT / EMERG, •;. /. , / HOLES AT MALL FLOORING AND NEUTRAL PIERS AND RETURNING THEM EXISTING SYSTEMS, FIXTURES, \ \\ LIGHT ..7-=----,:-_=.e_-_- _-? I I COORDINATE WITH MALL OPERATIONS AS REQUIRED. TO THEIR ORIGINAL CONDITION. REMOVE EXISTING AND EQUIPMENT TO BE REUSED, II / \\ C'j Cj ' 4. CONCRETE AND GYPSUM CONCRETE: REPAIR FLOOR A5 REQUIRED TO / INTERIOR PARTITIONS \ \\ C �� r�� I 3. ALL PENETRATIONS THROUGH DEMISING OR COMMON AREA WALLS MODIFIED, AND/OR RELOCATED 11 / j r, MAKE FLOOR LEVEL THROUGHOUT THE PROJECT. ALL SAWING AND AS REQUIRED (TVP.) - \\ I SHALL BE CAULKED AND FIRE STOPPED TO THE SAME FIRE RATING AB AS REQUIRED. / I �\�'`--REMOVE EXG. GORING OF CONCRETE SLABS SHALL BE PRE-APPROVED BY THE STRUCTURE PENETRATED );11u/EXIST I- I ; WALL FINISHES ,j II I I LANDLORD, BUILDING MANAGER AND/OR ENGINEER. 4. FIRE SPRINKLER SHOP DRAWINGS MUST BE SUBMITTED BY CONTRACTOR REMOVE EXG. DOOR 4 FRAME ING STORE ROOM I I I III AS REQ'D (TYSJ r X r - -T - I I IIIA\ C) rj J FRAMING: PRIOR TO PROCEEDING. -4-,,,E,- T - - - :// �� J I I III \ r - I. WALL GON5TRUGTION IS METAL STUDS A5 SHOWN ON FLOOR PLAN 45. GG SHALL PAINT MALL CEILING TO MATCH EXISTING IF REQUIRED. IF II c� COMMON AREA GEILING GETS DAMAGED 4 NFFP5 TO BE RE-PAINTED, � f- -- /�// '•�' `7'/f/f/ ///7•1•7•-•-/.2745•/-/-/-/7(7:5/. '' ,Y f�555s%f/r/ / h�h5 //7z/r5'h5 ////f/�55�///// .-. DETAILED ON SHEET AS. PAINTING SHALL BE OF THE ENTIRE STORE FRONTAGE FROM THE LEASE �� -� EXG. 3/4" p 2. ALL CONGEALED HOOD FRAMING AND BLOCKING WILL BE FIRE LINE TO THE OUTER EDGE OF THE L.L.'S CEILING. REMOVE EXISTING EXISTING REVEAL " ALUM. , RETARDANT TREATED. STOCK SHELVING DEMISING I iv 1 4 FIXTURES (TVP.) WALL (TYR) ii--n3 , WOODWORK AND CABINETS: I REMOVE EXG. DESKLI. DISPLAY CASE FIXTURES SHALL BE FURNIfiI ICD BY OWNER, INSTALLED �1 1 T.G.G. TO USE LANDLORDS BY CONTRACTOR. FINISH WOODWORK SHALL BE OWNER PROVIDED, J < 1 -~ ADJACENT TENANT- BARRICADE CONTRACTOR INSTALLED BY CONTRACTOR (SEE FINISH SCHEDULE, W-I NOTE _� OUTLINE OF EXG. WATER / I- H- EXG. SHELVING TO PROVIDE AND INSTALL REGARDING CABINET AND MILLWORK SUPPLIER). HEATER ABOVE TOILET BARRICADE. BARRICADE - % F< ABOVE TO REMAIN ROOM TO BE REUSED. CONSTRUCTION TO BE 6 mil MODIFY EXG. WATER / FACTORY APPLIED VINYL FF, , (3 REMOVE AND SALVAGE EXG. SOAP "u' PIPES AS REQ D. FOR DISPENSER, TOILET PAPER DISPENSER l r OVER 1/4" MDF ON FULLY :. CCI NEW MOP SINK IN STORE LEGEND MILLLUORIC P;4CK4C�E INCLUDES : (OFG1) J AND PAPER TOWEL HOLDER AS / WELDED EXTRUDED _1 ,• . Z m ROOM. REFER TO M.E.P. REQUIRED FOR REINSTALLATION. ALUMINUM FRAME. i- O O DWGS. FOR ADDITIONAL REMOVE EXG. FRP. PREP. WALLS A5 y EXISTING PARTITION THE OWNER SHALL PROVIDE THE FOLLOWING MATERIAL IN THE MILLWORK CIO ° ° / / V//////////////�1 - �ry# INFORMATION. AND FLOOR REQ'D. FOR NEW FINISHES. TO REMAIN PACKAGE TO BE INSTALLED BY CONTRACTOR. ALL BLOCKING, ROUGH H z / / CARPENTRY MATERIALS, ETC BY CONTRACTOR. vLU t.elcicz ,ate �A NEW PARTITION WALL -111 �•,- '1.'-' ,t 2 �� REFER TO WALL SECTION ON 0 , 0) Q REPLACE EXG. v i � SHEET A5.0 FOR DETAILS ON I. STOREFRONT FINISH WOOD w __,., TOILET AND SINK. REFER i� �� EXISTING$ WALL TYPE 4 CONSTRUCTION. .;. _ 2. WAINSCOT FINISH MATERIAL in TO DWG. AI.I I I �I.4LLuJ�4Y Dl DOOR SYMBOL (SEE SHEET A5.0) 4 PLUMBING / n� 3. HOOD BASE 1 I !-(17)• PLAN �� I I 1 COL // 1-_-.1i - - - -� .�® ���`. ® FIN15i-! SYMBOL FINISH SCHEDULE I ! ////i/iy/1/ilii/ii /// %/ ,. /7W/hssss',9// f/7'/•/ I/9/7 (SEE SHEET AS.0) I i d 4. DECORATIVE DOORS 4 TRIM (NO HARDWARE) I ( 101 ) ROOM NUMBER 1 I 1 I N N EXISTING$ EXISTING TOILET ROOMELECTRICAL LEGEND I I ' PANEL TURNING SPACES SHALL BE MAINTAINED AS REQUIRED PER SECTION 1 ! -SERVICE CORRIDOR-= --ADJACENT TENANT (GFGI) CONTRACTOR FURNISHED CONTRACTOR INSTALLED 304.3 OF THE ICG/ANSI AII"l.1-200q WHERE SHOWN ON THE PLAN I m (OFGI) OWNER FURNISHED NOTE: mm-.! CONTRACTOR INSTALLED ALL TENANT'S CONSTRUCTION SHALL BE SELF SUPPORTING FROM THE FLOOR AND NORTH STRUCTURALLY INDEPENDENT OF THE MALL FASCIA AND BULKHEAD STRUCTURE. K ® f f ®NN ED (OF01) OWNER FURNISHED OWNER INSTALLED TENANT CONSTRUCTION MAY BE BRACED HORIZONTALLY / LATERALLY TO THE `/4 OVERHEAD STRUCTURE (NOT TO THE DECK) WITHIN THE TENANT SPACE. C NOTES : o SCALE: I/4"-I '-O" NOTE: z 0 I' 2' 4' 8' I. CONTRACTOR TO VERIFY EXISTING DIMENSIONS. HALL MOUNTED PORTABLE FIRE EXTINGUISHER (GFGI) IN ACCORDANCE W/ NFPA 10. 0 0 r` COORDINATE LOGATION(5) W/ FIRE MARSHAL IN FIELD. (SEE F.E. FOR SUGGESTED `n 0 2. DIMENSIONS ARE TO FACE OF LOCATIONS) AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF z 5 FINISH UNLESS OTHERWISE NOTED. 2-A-10B:G SHALL BE PROVIDED WITHIN 15 FEET MAXIMUM TRAVEL DISTANCE � € 3. ALL FIXTURES SHALL BE SUPPLIED BY THE FOR EACH 6p00 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. cO i O OWNER 4 INSTALLED BY THE G.G. (I REQUIRED FOR THIS LOCATION) LL 4. EXPANSION JOINTS IN TENANT SPACE TO ALIGN G.G. TO PURCHASE FROM: D J I i pr W/ BUILDING'S EXPANSION JOINTS. a I i K ACADEMY FIRE LIFE SAFETY ILIq 58-2q MASPET H AVENUE c0 0 MASNE I H, NY 11318 MICHELLE MONTANO r:113- MMONTANO@AGADEMYFIRE.COM O I p (562) •144-0306 ' z , PLEASE GIVE ACADEMY AT LEAST A 2 WEEK LEAD TIME OF THE INSTALLATION. DRAWN BY: DATE: NRU 10/18/18 CHECKED BY: DATE: MJS 10/22/IS SCALE: AS NOTED SHEET; DEMOLITION PLAN AL # ! COL COL COL (Iltz: T 62'-1" GENE4Li DOTES Il'-I" , 3'-1" 12"• 10'-0 1/2" 12 I/2"- •/ 3'-ll 1/2" 4'-11 1/2" • 14'-4" 5'-8" 4'-5 1/2" /2'-5 1/2" , LEASE GENERAL: DOORS, INCNDOWS AND HARDWARE: LINE - I. ALL WORK SHALL CONFORM TO THE LOCAL BUILDING CODE AS AMENDED AND I. FRONT DISPLAY WINDOW GLASS PER DRAWINGS. ALL OTHER APPLICABLE LAWS AND RESTRICTIONS AS SPECIFIED IN THE TENANT 2. N/A CONSULTANTS --MALL COMMON AREA- CRITERIA MANUAL. 3. DISPLAY WINDOW HARDWARE SHALL BE "SLIDING". LOCKS REQUIRED. 2. SEE 'CONSTRUCTION RULES AND REGULATIONS FOR TENANT'S CONTRACTORS' FOR FINISH: BRUSHED CHROME. REFER TO DOOR HARDWARE SCHEDULE. Project Management * Design MALL FLOORING START WITH HALF TILE(5-2) FOR STOREFRONT RULES TO BE FOLLOWED PRIOR TO AND DURING CONSTRUCTION. HARDWARE SELECTION TO BE COORDINATED WITH LOCAL GLAZING q BY T.G.G. CENTERED ON ENTRY CONSTRUCTION AND 3. ALL WORK SHALL BE GOVERNED BY A.I.A. DOCUMENT A201,GENERAL CONDITIONS CONTRACTOR. GUT SUBMITTAL REQUIRED FROM GENERAL GON I F.ACTOR 12035 Colwick LEASE •b,r San Antonio, TX 78216 LINE FINISHES, REFER TO OF THE CONTRACT FOR CONSTRUCTION, IQG1 EDITION. FOR APPROVAL. DRAWINGS A4.0, 4. CONTRACTOR TO PROVIDE COMPLETE FINISH HARDWARE SCHEDULE tel. (210) 408-1880 • • •- 4. THE CONTRACTOR SHALL EXAMINE THE DRAWINGS AND THE BUILDING SITE AND fax (210) 408-0273 \ - - - _`� - - - - = A4.1, A4.2 AND A4.3 SUBMITTAL REQUIRED. N N +� f MI II •, Iml�_ II II NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS OR CONDITIONS - MI fi II BEFORE PROCEEDING WITH THE WORK OR ORDERING MATERIALS. cv I u lu fi �' a II in TENANT'S G.G. SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHINI ALL� � �L-.---.._--- 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LAYOUT OF THE FINISHES: N THE TENANT SPACE (AND THROUGH THE ROOF) ARE PROPERLY Ty >n ' ill --' PROJ)=GT AND AGGURAT>=LY ESTABLISH, MAINTAIN, AND PERIODICALLY GHEGK -- 7 SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE WATER f ii f f - „ 1 -----------4,T4,--------.1-4=- I. GYPSUM WALLBOARD - TYPICAL: STANDARDS: GYPSUM CONSTRUCTION cit -� fL fTHE ELEVATION, LEVEL, PLUMB, AND SQUARE OF THE WORK. t� .. ,-- � ii �� f II ff II II nHANDBOOK" BY THE UNITED STATES GYPSUM CO. COMPLY WITH ASTM 1 LEAKAGE AND/OR DAMAGE. ANY DAMAGES CAUSED FROM FAILURE II I y r I - _ _ = fl ii If ff If 1 6. WORKMANSHIP SHALL BE OF THE BEST QUALITY IN ALL RESPECTS. CBS. GYPSUM BOARD: 5/8" THICK, TYPE 'X', 4 FT. WIDE BY LONGEST �. �_ "',.� r' • TO DO SO SHALL BE AT TENANT'S G.G.'S SOLE RISK AND EXPENSE. N II i - I -�� 1 i ---� ° u ° ° NON-CONFORMING WORK OR WORK OF INFERIOR QUALITY SHALL BE REJECTED. PRACTICAL LENGTHS, EASED EDGES, STANDARD PAPER FINISH A5 COL � iQ FR1r=== T. ALL SUBMITTALS AND PROPOSED SUBSTITUTIONS SHALL BE DELIVERED IN WRITING MANUFACTURED BY U.S. GYPSUM, NATIONAL GYPSUM GOLD BOND, AIN' L. POWERS �-7 • � # m CARPET TO THE OWNER ARCHITECT PRIOR TO ORDERING MATERIALS OR PROCEEDING O /�.' �� i! 'B SEAM (TIP) DOMTAR GYPSUM OR APPROVED EQUAL. JOINT COMPOUND SYSTEM: Fart I I ' % • ,,% ' ` /7/-1'- \\\•,.\ f WI WORK. SUCH SUBMITTALS SHALL INCLUDE PRODUCT LITERATURE, SHOP MIXED, APPLIED, AND FINISHED PER MANUFACTURERS PRINTED 0 UNiVERSALPlYTEXAS 0 CARPET DRAWINGS SAMPLES, COST INFORMATION AS APPROPRIATE. ALL REQUESTED DIRECTIONS; JOINTS AND BEADS TO BE INVISIBLE AFTER FINISHED.F TN ).., r � /�;� / AI/A2.0 \ L--- ff SHALL "SMOOTH". FASTENERS:DRECOMMENDED BY ''' ii i 0' / 3 / COLUMN DIRECTION (EYP.) SUBMITTALS SHALL BE DELIVERED TO THE ARCHITECT IN A TIMELY MANNER SO ,.' •6.r \ `\� " r--- II , AS NOT TO DELAY THE WORK. WALLBOARD MANUFACTURER. CORNER AND EDGE BEADS: HOT DIP ' ; Z / EYP.) /,<A / / ENCLOSURE \ \. - - - -_, y / ( N\ ,� if Tiit 7-- GALVANIZED STEEL, BY DRYWALL MANUFACTURER. ALL EXPOSED ��" � F € �� .'' / SIMILAR TO \ �` fff f ff 8. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION AND �` ENDS SHALL RECEIVE APPROPRIATE EDGE TRIM. X€ / \ \'�,, ii ii I , fif CONNECTIONS. WHERE CONDITIONS ARE NOT SPECIFICALLY SPECIFICALLY -�--- DETAIL 4 /€ O -1 L-_-Jf' INDICATED BUT ARE OF SIMILAR CHARACTER, COMPARABLE DETAILS OF 2. SURFACES TO RECEIVE PAINT MUST BE CLEAN AND DRY. PATCH, SAND W `fl ; I (TYPJ •b r \- -�I r==-i CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW BY THE ARCHITECT, AND PRIME PER MANUFACTURER'S INSTRUCTIONS. PROTECT ALL (� r r I� - OUTLINE OF - -I NOTE: f f ENGINEER AND OWNER. ADJACENT WORK FROM SPLATTERING OR DAMAGE. COMPLETED JOB I -- - - CARPET I f Q i SOFFIT© , if HILL BE FREE OF DEFECTS. PAINTED SURFACES SHALL RECEIVE AT ''z O I I I INSTALLATION f 9. ALL SPECIFIED PRODUCTS SHALL BE PREPARED AND INSTALLED PER LEAST ONE GOAT OF MANUFACTURER'S RECOMMENDED PRIMER, TWO ' E ✓ - -- (IYP.) •b.• f f MANUFACTURER'S INSTRUCTIONS. PROVIDE ALL ACCESSORIES NECESSARY TO Zz Q l \ / � �� i i \ 1 HILL NOT BE L___ COATS OF FINISH. SEE FINISH SCHEDULE FOR PAINT FINISHES. SUBMIT EXG _r__�' \. v •�'' `� f I /' `., \ S,4LES ,�, �, I CONTINUOUS COMPLETE THE WORK. NOTE: CONTRACTOR �� \\ \� ---"P BRUSH-OUTS FOR APPROVAL. t \ �I BELOW I 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING, PROVIDING, AND MUST GHEGK AND VERIFY / ���. \��� ��' "� ��. \�� \ (100)N i� 7� EL71 K i Li PAYING FOR ALL PERMITS AND TEMPORARY' UTILITIES REQUIRED THROUGHOUT 3. NEW CEILING GRID (W/ NEW ACOUSTICAL TILE) WHERE INDICATED SHALL ALL DIMEN510N5 AND FIELD �d % •\`•,, �,`' °�� .' `�. \ \ \\ /' �\ P• ' L 1 ' THE COURSE OF THE PROJECT. PROVIDE ADEQUATE CONTROLS FOR PUBLIC, AND HAVE CLASS "A" OR I HOUR FIRE RATING AS REQUIRED. SEE FINISH CONDITIONS BEFORE DEILR- N I \��\\ �� �\ ��`/ .�� .` \ ( P-I �(P-2) \ \�`, `moo ) L--- j W EMPLOYEE HEALTH AND SAFETY. PROVIDE DUST, NOISE AND POLLUTION SCHEDULE. MINING THE BID PRICE. ANY f / • \ % .. .` \ . -- Q VARIANCE SHALL BE _ .� �`, \ \ `�. _.________. Q CONTROLS, AND PROVIDE RUBBISH AND DEBRIS REMOVAL. 4. ARTWORK PANELS TO BE SUPPLIED AND INSTALLED BY OWNER. 5. ALL REPORTED TO THE GON- ` �` �� \ ,�` `\� ' 1 • OTHER FINISHES: SEE FINISH SCHEDULE. �� EXG �'/ \ \ \ r f I Z I I. UNLESS OTHERWISE STATED, ALL LABOR AND MATERIALS SHALL BE STRUGTION DEPARTMENT \ `` <�` \ \ `�� s-,.■ • 0 UNCONDITIONALLY GUARANTEED OVER A PERIOD OF ONE YEAR FROM FINAL IMMEDIATELY. NO EXTRAS COMPLETION. MECHANICAL, PLUMBING AND FIRE SPRINKLER: ��1' HOLD GYP. L. \.. �• \ \ - - - ill HILLDONBE P DUE TIRE FAILURE OF ���t NEW Q TIGHT TO COL. \`��� ��� ,O �� TIM► ON (3) SIDES OUTLINE OF ��\\ \ 0\�`9 f O 12. THE CONTRACTOR, ACTING FOR THE OWNER, SMALL BE RESPONSIBLE FOR FILING I. SEE MECHANICAL DRAWINGS. CHECKING THE EXISTING COL ,illltll�lllll ALIGN GASHWRAP F�' E q 0 THE NOTICE OF COMPLETION AND OBTAINING A CERTIFICATE OF OCCUPANCY IN 2. FIRE SPRINKLER WORK: SEE FIRE SPRINKLER DRAWINGS (SEPARATE CONDITIONS. E „ �\\ �r �� ,--_y COLUMN Ira J •6 • J A TIMELY BASIS. SUBMITTAL). / � ,O ` ENCLOSURE , O J REUSE / MODIFY NEW ANL EXG REFURBISH OR REPLACE i 41 1 PER DET.© Q DEMOLITION: EXG. WATER PIPES X MOP SINK <�� `, ► f, (EYP.) •6•r .+40Well START WITH ELECTRICAL: AS REQ D. FOR NEW IM1EXISTING 5/8" GYP. BD. • i i 1 HALF TILE(S-2) I. DEMOLITION SHALL BE EXECUTED IN A SAFE AND CAREFUL MANNER. AS REQUIRED (EYP) PROPERLY DISCONNECT ANY AFFECTED UTILITIES, NOTIFYING THE SEE ELECTRICAL DRAWINGS. MOP SINK. REFER ` ' 1 Ij I -� Q CENTERED ADJACENT TENANTS, TO M.E.P. DINGS. ><' `,�I \` C \\ / i• -O ON ENTRY BUILDING MANAGEMENT AND/OR RESPECTIVE CN , �� `Ilk `� "9� /., \\ // 1 •6.r f UTILITY COMPANIES A5 NECESSARY BEFORE PROCEEDING. REMOVE WORK NOTES: `II -0 /., / DI MALL FLOORING DEBRIS FROM THE PROPERTY REGULARLY AND DISPOSE OF PROPERLY. / IIII ��� �% r - I BY T.G.G. I. CONTRACTOR MUST ATTACH THE CEILING SUSPENSION, PIPING, 1 / \\ \ ' `�, ALIGN /`/C .ILII 2. ANY TRENCHING OR CORING IN STRUCTURAL CONCRETE SLABS SHALL i / ,\,�I �, �,' - - - DUCTWORK, CONDUIT, LIGHTING OR OTHER CONSTRUCTION FROM I► /„ \ % . 0 BE APPROVED BY BUILDING MANAGEMENT OR ENGINEER PRIOR TO _ • t"\\'`N\ NEy� ��' ` ' < OUTLINE OF / F 1 • PERFORMING WORK. LANDLORD'S CONCRETE DECK OR UNISTRUT SYSTEM WHERE ,�\� .\ O •`� ,�o �\ CASEWORK / .' APPLICABLE. 71- / ...... " 3. PRIOR TO COMMENCING WORK CONTRACTOR SHALL PROVIDE THE / � "' `� '' EYP. _ _ 7�• �. --� �___ 2. CONTRACTOR TO REPAIR ANY DAMAGE TO COMMON AREAS AND / -�` ,� �%`< ' ,Y' �� J �� �. f TEMPORARY CONSTRUCTION BARRICADE PER LANDLORD CRITERIA � <, `"��' �\ \� \\ rf 1 I SERVICE CORRIDORS INCLUDING PATCHING BARRICADE FASTENER ___ REQUIREMENTS. DO NOT FASTEN TO MALL FINISH MATERIALS. `�; \`� __� __ ;f ff HOLES AT MALL FLOORING AND NEUTRAL PIERS AND RETURNING THEM �? o,, \ , I II ff ,f COORDINATE WITH MALL OPERATIONS A5 REQUIRED. Y ,, f i i f p �f f TO THEIR ORIGINAL CONDITION. / \` :< f f p I "L 4.4. CONCRETE AND GYPSUM CONCRETE: REPAIR FLOOR AS REQUIRED TO `� __ __ ___ - 3. ALL PENETRATIONS THROUGH DEMISING OR COMMON AREA WALLS / D2 _ __ _� MAKE FLOOR LEVEL THROUGHOUT THE PROJECT. ALL SAWING AND \\ �, ' --L- I I SHALL BE CAULKED AND FIRE STOPPED TO THE SAME FIRE RATING AS MOD l ED - GORING OF CONCRETE SLABS SHALL BE PRE-APPROVED BY `i THE STRUCTURE PENETRATED l \ 6 O �`' >/6AINSCOT f II LANDLORD, BUILDING MANAGER AND/OR ENGINEER.WOK ROM j6.r • , (TYPICAL) =m- I 4. FIRE SPRINKLER SHOP DRAWINGS MUST BE SUBMI I LED BY CONTRACTOR \ / III, EXG © -� ` PRIOR TO PROCEEDING. ( 101 )® X F/A2.I \ / X11` = 0 - t - FRAMING: m A.' 5. GG SHALL PAINT MALL CEILING TO MATCH EXISTING IF REQUIRED. IF ( B-I )(P-2) j F.E. \ / �I11 h\ 6.r •�• I. WALL GONSTRUGTION 15 METAL STUDS AS SHOWN ON FLOOR PLAN 8�p w,� .._,. COMMON AREA GEILING GETS DAMAGED 4 NEEDS TO BE RE-PAINTED�/ .__. ..___- DETAILED ON SHEET A.5.-• ` - - - / ,A, hi(7 /,tf ///////�5'///////7"/7Y� h'h' �'�� S / 7/ //////H/////,'/,'/>5'// ~"•"• "' lT// PAINTING SHALL BE OF THE ENTIRE STORE FRONTAGE FROM THE LEASE - - - yI PRS J 2. ALL CONCEALED HOOD FRAMING AND BLOCKING WILL BE FIRE LINE TO THE OUTER EDGE OF THE L.L.'S CEILING. OAROVIQE 5/8 REQUIRED GYP. BD. OEXG J RETARDANT TREATE=D. .,.:..9 1/01 EXG y% 8"±� 2'-O" �I'-b" 2'-O" 3`-3" L. 1/2"� WOODWORK AND CABINETS: l 1-2 Or/ '; �S 0 5 I/2"± I. DISPLAY CASE FIXTURES SHALL BE FURNISHED BY OWNER, INSTALLED � �' i WAVE WALL r -�l EXG `� BY CONTRACTOR. FINISH WOODWORK SHALL BE OWNER PROVIDED, oADJACENT TENANT- INSTALLED BY CONTRACTOR (SEE FINISH SCHEDULE, W-I NOTE T l REGARDING CABINET AND MILLWORK SUPPLIER). �� EXISTING TON-ET r $ E EXG W 1 z m ROOM ,/,, ,�� O LEC-SEND MILLWORK P.4GK,4G� INCLUDES = (oFGI) �y (103 j(VGT-I)( B-I ) % V//// /////4 EXISTING PARTITION THE OWNER SHALL PROVIDE THE FOLLOWING MATERIAL IN THE MILLWORK E Q 1-m 0 <\ PACKAGE TO BE INSTALLED BY CONTRACTOR. ALL BLOCKING, ROUGH '; FRP (P-2) EXG /� �I ST fN TO REMAIN - CARPENTRY MATERIALS, ETC. BY CONTRACTOR. Z d ,5'i%//,/f/7//„ /7 /-///,444(-/-//,2. /7/(4/744////7////////7z/,5'hW/////�/7/f555Iz -////�////� 0 NEW PARTITION WALLLI")-1 2 Lid CV ��� REFER TO WALL SECTION ON 0 / B EXG 'a'��'�'a'Y I. STOREFRONT FINISH HOOD t A2.1 % _ ( 101 )(VCT-0 SHEET A5.0 FOR DETAILS ON CZZA ln m © • m Q I I %'Q BLACK VINYL REDUCER STRIP ( B I ) P-2) WALL TYPE (SEE SUCTION. 2. WAINSCOT FINISH MATERIAL Dt DOOR SYMBOL (SEE SHEET A5.0) EXG � '0 I ID3 -a A5 REQUIRED (CFO') LP 3. HOOD BASE ?' 71/A2.1 o FINISH SYMBOL FINISH SCHEDULE COL • -� ® $I ® (SEE SHEET A5.0) _ -- #AS9// I///�///%///A - - - !I/��l///i�/ � r"� 5'//,55555 6'h5555'I�/f/fhfi5'fr'f' 4. DECORATIVE DOORS $ -"RIM (NO HARDWARE) N N © D4 II ( 101 ) ROOM NUMBER Q N EXG EXG ELEGTING TRIGAL O EXG ...-... a a LEGEND PANEL TURNING SPACES SHALL BE MA1NTAINED AS REQUIRED PER SECTION -SERVICE CORRIDOR-- ADJACENT TENANT- (GFGI) CONTRACTOR FURNISHED CONTRACTOR INSTALLED 3043 OF THE IGC/ANSI A11 1.I--200q WHERE SHOWN ON THE PLAN CD (OFGI) OWNER FURNISHED NOTE: CON I KAGTOR INSTALLED ALL TENANT'S CONSTRUCTION SHALL BE SELF SUPPORTING FROM THE FLOOR AND NORTH STRUCTURALLY INDEPENDENT OF THE MALL FASCIA AND BULKHEAD STRUCTURE. K 0® J �x\ N ilir (OFOI) OWNER FURNISHED OWNER INSTALLED TENANT CONSTRUCTION MAY BE BRACED HORIZONTALLY / LATERALLY TO THE Lu X OP OVERHEAD STRUCTURE (NOT TO THE DECK) WITHIN THE TENANT SPACE. 1SCALE: I/4"= I'-O" '- NOTES : NOTE: o O I. 2' 4' b I. CONTRACTOR TO VERIFY EXISTING DIMENSIONS. WALL MOUNTED PORTABLE FIRE EXTINGUISHER (GFCI) IN ACCORDANCE W/ NEPA 10. o 0 0 2. DIMENSIONS ARE TO FACE OF COORDINATE LOGATION(5) W/ FIRE MARSHAL IN FIELD. (SEE F.E. FOR SUGGESTED - 0 0 FINISH UNLESS OTHERWISE NOTED. LOCATIONS) AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF Q QL 2-A-10B:G SHALL BE PROVIDED WITHIN 15 FEET MAXIMUM TRAVEL DISTANCE -1 z 3. ALL FIXTURES SHALL BE SUPPLIED BY THE FOR EACH 6,000 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR. CY. 0 1 OWNER 4 INSTALLED BY THE G.G. (I REQUIRED FOR THIS LOCATION) 0 O 4. EXPANSION JOINTS IN TENANT SPACE TO ALIGN G.G. TO PURCHASE FROM: Lu W/ BUILDING'S EXPANSION JOINTS. W K ACADEMY FIRE LIFE SAFETY Q q 5S-2C, MASPETH AVENUE 073 -- -----------_---..__, 7 MASPETH, NY 11318 ,Q MICHELLE MONTANO N MMONTANO[ AGADEMYFI RE.GOM 0 D (562) 444-0306 z PLEASE GIVE ACADEMY AT LEAST A 2 WEEK LEAD TIME OF THE INSTALLATION. DRAWN BY: DATE: WRU 10/18/18 CHECKED BY: DATE: MJS 10/22/18 SCALE: AS NOTED SHEET: FLOOR PLAN 1 COL COL COL COL COL l 6.21-1' 62r-Irl O'-01/2" 121/2"-1 3'-111/2" I 4'-II 1/2" 14'-4" 5'-13" 4'-5 1/2" i2'-51/2" / I1'-1" / 3'-1" 12" 10'-OI/2" 121/2"-1 3'-11 1/2" 4'-II 1/2" 14'-4" 5'-S" 4'-51/2" 7-51/2'/ 1 le / LEASE LINE - W/ FOR STOREFRONT FOR STOREFRONT CONSULTANTS CONSTRUCTION AND CONSTRUCTION AND Project Management * Design —MALL COMMON AREA— FINISHES, REFER TO --MALL COMMON AREA-- FINISHES, REFER TO DRAWINGS A4.0, 12035 Colwick DRAWINGS A4.0, San Antonio, TX 78216 LEASE A4.1, A4.2 AND A43 LEASE A4.1, A4.2 AND A4.3 LINE LINE ' ...) •=• •�• _ • • • • falx (210 408-0273 __ \ - - _ •- - - - _ - - - -i __ \ i-EGEND - - - - - - - - - - { -ams NI Z �i fV NHO RISER NHO RISER lir ___________ to NHORISER (V — :1 _____________ _.'3z'HI 132-H.) ►� [32'H) (GFGI) CONTRACTOR FURNISHED N tr I I CONTRACTOR INSTALLED I II TN N _ l -7�°�' - r 1I■�! ALIGN ALIGN - - - - - - — (OFG1) OWNER FURNISHED — - - - - a N \ I ' 2-O 5/s" LB w __I LU N-IO RISER NHO RISER NHO RISER CONTRACTOR INSTALLED • s f !W __ 'III ` - " i V 1"± O¢ N -I (32 H-) 132'H-1 13Z•1-11 = — .— = = - _ —— = I `Z m m 1 ± z m I T (OFOI) OWNER FURNISHED OWNER INSTALLED m _ I c..._--'" ' ?,F. rn-; - ,-•. COL `�• ++� M©I%I im I �Iz i%i i '' COL .6• `� m I/I m A2 A2.0 1 -� JIM L. POWERS `r� I�--,_ 2 O 5/S � I j F-...._..- - w- - } m COLUMN ENGL. SS . I �� Nm COLUMN ENGL. Ho SIMILAR NGL. 1,'Et?S�,LC.E?YTEXAS • Q �.GIA�s SIMILAR TO {'1, +1 z , �7 c sES N 2`-O 5/5" oN, S, c�E DETAIL 4 1 s 1 NOTES N DETAIL J:. R 3'-5"+ Q, �,��o� / (TVP} \ '�oyo \�' Tn I 41-5"± / z I / (TVP.) b. \ ''` 1 Leff b ' x s' �� \ �9 I. CONTRACTOR TO VERIFY EXISTING DIMENSIONS. / \ ._/ t� (.>� i I Glass I / NO KICK ON `��' � - -_ - \ 7 _ w_ /iIi,e NO KICK ON - - - v FRONT SIDE \ � aNHo G�oN 2. DIMENSIONS ABED O FACE OF FINISH UNLESSv FRONT SIDE \-� CASE \ / NHOATE fvr / OF FILLER 433IGH 30'CAS✓ CpRNER Z m I OTHERWISE NOTE OF FILLER \ t I1 L, IaNano 3. ALL FIXRES SHALL BEPPLIED BY THE ryry CASEWORK I OWNER d INSTALLED BY THE G.G. ' Q r` % pp�!! ° ( NHo NHo t I ¢ 9 _ / P Q 1 (TVP) r ` — — — —1 0 / IY ^ G ` I I _°" cv ix. 1 4. TENANT G.G. TO INSTALL/MODIFY MALL TILE FLOORING AT �11 ,f I Q u CASE..... `CASE b I z - O Q ) I I Q , 1 �I 2-O 5/8 / \ I I I 'z - z- 11 ' STOREFRONT ENTRY(S) AS REQUIRED TO BE FROM LEASE ✓ / \ I O / 3'-6"± /Irl / ze CAs \\ I 1 IF `� LINE TO CLOSURE LINE AS SHOWN. REMOVE ALL EXISTING \// \\ I NOTA. CONTRACTOR a \ w I FLOORING ALONG STOREFRONT AS REQUIRED FOR NEW / _ \ MUST GHEGK AND VERIFY S,�LES/ NHo \\// 5� „_•,.n\r'Sb\ \ GJ'�LGv' L - J _ 4"± k= 1 FLOORING INSTALLATION. ¢ _ ' \ ALL DIMENSIONS AND FIELD Z9 / GCASES \D•1'4•0 \� \),C, d3 1 o m IZI j •> \ U GONDITIOTIS BEFORE DLItFL- z o' I jF \ AREA G Ho FILLER z_ ° f� I� �R � N f w NN,, ‘D, \ ::� N f • \ \ - MINING Ti-IE BID PRICE. ANY \ / q) /�s\`i �� \AS \\ (100) csE o �r, - '''• ! J v I \ J VARIANCE SHALL BE LLI `Ar,�1 �,L�1 J', o Q � .\''C'CF)-S' ,ya, NHo • \ \ \AI • Q REPORTED TO THE GON- 8, • 2a-CASE I LIJ U /16 �' •"D`X' `�� ‘' �' 0 ,� \\ \`�\� NHO ��� • U IIII \\ \\ .;: I M1DIATELDYE NOEXTRAS¢ 11 \ ¢ II \ \ 3 11111 ry ma \ 1, '= �' I. MILLWORK PACKAGE INCLUDES : (oFCI) IIII \ T WILL BE PAID FOR WORK ,� \\ J ` I DONE DUE THE FAILURE OF ¢ or # ..II► �� o N[�o m1 ALIGN Q �i /ii:l `Z \ m CHECKING THE EXISTING Elli[Qaml m m GI1t s ry 0 1 , THE OWNER SHALL PROVIDE THE FOLLOWING MATERIAL IN r`I I N III II► � m I I COL • �I� �` / cns COLUMN m ® m 1 i COL THE MILLWORK PACKAGE TO BE INSTALLED BY CONTRACTOR. / �I' \�` COLUMN m f%I m CONDITIONS. '� ` m . m �9 �� /� ` ENCLOSURE _m N III ALL BLOCKING, ROUGH CARPENTRY MATERIALS, ETC/. BY % ,� ` • m m 1 ENCLOSURE ' O 11 r0 '5psy+°, RIS. PER DET.>D I k I r �I PER DET.,O NEW , II / : �� 111 I / NEW �II -9� 'F-r, 2-0 5/S o Q 1 (TVP.) -b.• IB III CONTRACTOR. l I` I (TYPJ •b.• STANDARDS / MOP SINK . ,IIII `� C z� I II > > MOP SINK K ,' AI 8` I / II -76, \ �'� N I I. STOREFRONT FINISH WOOD AND SHELVING / III �� „�����' ?�o _ OUTLINE OF 30" MIN. I I i �\�' II MOUNTED AT / / `SII 0, • $ in • IIII / III }� �' 4 1 I / II '� NH CLEAR FLOOR SPADE N 2. WAINSCOT FINISH MATERIAL / III p cam`' S`-O" A.F.F. II 'i , �h ♦ /� 8� S J O \'''5 L,III '�y ♦ / ,zc � ry cE STOOLS �` nrHo�— IIGN `.v� IIII ^ JcfJ / i ,II I o I�sscv 3. WOOD BASE \ �I GASHWRAP ii ti� .�ti�^/,III► roc ♦v /s� // (oFo11 ���ASE I�IIuarz. • N 'S.IIII, �� // .���: • _� �> `< � 'cN.,,,-/ /y� - - - ✓� 3o NHO E • 4. DECORATIVE DOORS 4 TRIM (NO HARDWARE) �.m.��` c1 / EH • '� 1`�10DIFIED gO, ,V\ NL/ °� MODIpfED / 'fit I f O .Y� OUTLINE \ \ I II GyASS c3S �, r / /t �`` `�Y, \ \ / r�r •• I,UOR�C z �. , OF 30" Lyo — — if 'ti° w 1 ! LUORK J v ? w� MIN. CLEAR ��y,�r L - - - - _J '-� 2..± �z i r ROOM `,./ FLOOR SPACE \ cy.Ii N o NHO 1NHO NHO FILLER zm ROOM �?j \�y • 5r,�, \ I i ( IDI / �� 51'SIT DOWN 1S' CORNER f .. , N \\ \\@ �, AfLECASE CORNER / \I ��` i ,� NHO _�= T 36" H. ��� + N / F/A2.I < \\\\ GLASS cQ I I I4---�ti rr---�I \ ‘1.111\ i b.� CASE �j I, MAX G/T +1 / /5 4, 2_cI t (2. ;,,,I m I ,< ---� ---� \ II O O �2'-O 5/b" / \ II 3' B/A2.0 WAINSCOT 3 I I I \ / III , / III (TYPICAL) 6.• X SAFE, I (SAFE I \ / III N 1 / I •.• MIRROR GFGI •�• _- ` % _ I \ / ISI 1 V W \ yam, � � \\ // III w VE I C�-p MIRROR (GFGI) •m• \/ It - ( 1 -._.. - - - I////�/ -- ,=� r �� ./7//7(X;.4< " r 1 ����� /�/%%/hVI/%//%1 .6% fi' /////. -. / — — ,► L _ — — �i��/ii �,4/ , ;�i'ri /f/,5/ 5fi-,54�{, ��f/�r ,5�/�/ fi''/////� /) � " J J N (2) 2-i W. x 30 1/2" D. x 67 H. . SAFES (NN-6020) (oFGI) X / G.G. TO COORDINATE RELOCATION -.) ' r; 21-0" `1 6 21-0" 3'-3" 2'-O" `1'-b" 2'-0" 3'-3" M :.%,;,' OF EXISTING WITH TENANT. / 1 # WAVE WALL 0 - #, EXG. SHELVING ALL CABINETS tar ALL CABINETS _1 ', I f ABOVE AND DISPLAY _•� 1 AND DISPLAY lLJ —ADJACENT TENANT-- PEDESTAL (OFGI) / ADJACENT TENANT PEDESTAL (OFCI) ��� ,(R. i g EXISTING / lit 1 0 , TOf LET EXISTING / w m ROOF"1 H�, LUJ�4Y ,_ 0 1- in0 102 , i- f (103) >> z • f/f/fffff�`/f/f/fes/ 5�////1%rig , //// ff/f�f. 55'flf1fh55�f/f/f/f55�1fi'fi'f/h5�f///r5�fi5i�f/fi'i5'/�h�fi�fi'h/////%f/��' Ex's-TING / , ; §, 0 H,4L�LUAIY loK/A2.1— - �' ~ m , , 102 m 1,-- 0 I D3 H/A2.I I O I I COL • I N H- _ • * ' lift- _ hrl V/77,17/4;%///.1/2/% /,yh'h 97 9/' COL Y ////////////////, — - ® � •'4' ,`/,srf ` h/h'fi1fff///////his;'i','f i 1 I ii N ` N N 4 D4 d • NN I ADJACENT TENANT— �SERVICE CORRIDOR-- --.—ADJACENT TENANT—.- ' E � E 33 I r ! I E 1� o NORTH NORTH K ALL IMAGES AND OO I TblE 1 � ir L. 41 Plx-FL. RE PLAN SIGNAGE TO BE OFCI 'u Cl SGLE: I/4 -11-0" .. SGf�LE: I/4rr_ I r_O1-0"cil / o ` O I' 2' 4' S' O I. 2' 4' 8' 0 O gI 1 s) O` I I 0 LL 0 ❑1 Ui K _ 1 I I 1 ❑ Ts 1 LI MILLWORK PACKAGE INCLUDES : (oFGI) NOTES : LEGEND �1—f I IN THE OWNER SHALL PROVIDE THE FOLLOWING MATERIAL IN THE -I I 4 Q CONTRACTOR INSTALLED 0 � ❑ (OFCI) OWNER MILLWORK PACKAGE TO BE INSTALLED BY CONTRACTOR. ALL I. CONTRACTOR TO VERIFY EXISTING DIMENSIONS. (GFGI) CONTRACTOR FURNISHED , 1 I ; BLOCKING, ROUGH CARPENTRY MATERIALS, ETG BY CONTRACTOR. 2. DIMENSIONS ARE TO FACE OF FINISH UNLESS FURNISHED OTHERWISE NOTED. CONTRACTOR INSTALLED T I. STOREFRONT FINISH WOOD 3. ALL FIXTURES SHALL BE SUPPLIED BY THE (OFOI) OWNER FURNISHED OWNER INSTALLED DRAWN BY: DATE: 2. WAINSCOT FINISH MATERIAL OWNER 4 INSTALLED BY THE G.G. 1NZU 10/18/18 3. WOOD BASE 4. TENANT G.G. TO INSTALL/MODIFY MALL TILE FLOORING CHECKED BY: DATE: AT STOREFRONT ENTRY(S) AS REQUIRED TO BE FROM MJB 10/22/18 4. DECORATIVE DOORS 4 TRIM (Na HARDWARE) LEASE LINE TO CLOSURE LINE AS SHOWN. REMOVE SCALE: ALL EXISTING FLOORING ALONG STOREFRONT AS AS NOTED REQUIRED FOR NEW FLOORING INSTALLATION. SHEET: FLOOR / NALL FIXTURE PLANS AL2 COL COL COL T 62'-1" Il'-I" t 3'-I" 12" 10'-0 1/2" 12 I/2"-� 3'-11 1/2" 4'-II 1/2" I4'• -4" 5'-8" 4'-5 1/2" i.2'-5 1/2' / LEASE /1\1 LINE -- CONSULTANTS —MALL COMMON AREA-- Project Management * Design 12035 Colwick San Antonio, TX 78216 5 LINE GEILING MOUNTED tel. (210) 408-1860 - \ - - - - 1 *-� - - - EXIT LIGHT • • - - - - fax (210) 408-0273 iI ' N in 4- - =.{._ .\0::.2.)1(11/2--77---- T CN fY. Vii': (.--/---;: - COL n- ,/° ,, i/I ' �_-n rill ,' 3i_pu, I JIB"°� L. POWERS !‘ V;; .D�,.F` # AiVERSA'_CITY TEXAS aA O i / '• .•' , ,' I YRIEGESSED CEILING .6 ° , I/ EMERGENCY LIGHT W/ F7 : / �{'„'/. , q0 MINUTE BATTERY 3'-o"/ • BACKUP. (TYP. OF 3) - — 41/ / 6 NOTE: CONTRACTOR i •0 / ,,,g/ / �'I '. , , ►, SALES 1 MUST CHECK AND VERIFY ALL DIMENSIONS AND FIELD 1 V CONDITIONS BEFORE DETER- / MINING THE BID PRICE. ANY / i' ♦: VARIANCE SHALL BE V �11 � ,}+` O � REPORTED TO THE CON- STRUCTION DEPARTMENT a 1111111 ' '} a _tile i IMMEDIATELY. I�LL B AIn FOR WOKS 7DONE DUE THE FAILURE OF COL • ••or uul I 1 CHECKING THE EXISTING • i �' 0 �;\* c,15.-x . A ® , CONDITIONS. r N� IEW / .III ' / i OUTLINE of ,/, , THESE, ,, / MOP SINK < ' `III /f,::///://12, c�A 30" MIN. /t{` Q l:l� MOI l i GEILING 1,H_ '� �II / - f � � ow nor now�" MOUNTED ow I III ` r ',/ • GEAR i+ ,/ sn / P' /O / EXIT LIGHT 0 `.(' �I FLOOR / ; TI AVEL 'Z,4 6 i -� `III / '.2,/,- SPACE /V - z '',/ :`r, / b; {, OUTLINEOF30" MIN. cp i ;IINy �` ' • CLEAR FLOOR SPACE I • SII► ,../ :,, \ ,.,/ .., / a = .:N • ''' ''' ' /// 0 7 ' -- N N 1 $1$:##o .r 0 r6 '0/A;/filWbli/ moDlp«D / / ,0/t/,,/v,xA/e\/v/o/pm, 1I.L - - - - J l'w. STORE ,�� Y ♦'` 1 51T DOWN '',',//. ,„i"A„.,r/„/.c.,/View/A,d'"rA__r__O__p"j'yLrAat__srAz__'A A'4i.\t..4.-'`,,-‘-/C?1-//„':/I 1A 16- z.:,(.(,/// .0C II , , 46 / 3'-O"' 1 1 I 111 1. p1M 1 1 I 1 1111 1 1 1 I 11 •-• ... r= _. 1.- y V IT 40,x, 4.4.., ,, Az,' dzygz.z.c..s- d--z, , z AW .6:277'mJAYS27 AW 1 N BOTTOM OF / �' % WALL MOUNTED / EXIT LIGHT AT LI ,„ II / 1' A.F.F. C C 66 f I r �' 'I�® S ////; , . 0 PROJECT IS REQUIRED TO COMPLY FULLY WITH THE FOLLOWING REGULATIONS: M // ri 2014 OREGON STRUCTURAL SPECIALTY CODE (O5SG) / 2010 ADA STANDARDS / ICG/ANSI A111.1-2009 6 ii -ADJACENT TENANT T / ALL CONTROLS AND OPERATING MECHANISMS TO BE WITHIN REACH RANGE PER IGC/ANSI A111.1-2001 CHAPTER 3.308 AND 3301. (IE: 15 INCHES TO 48 I� , ‹ EXISTING ✓ INCHES A.F.F) • •// • SEE ICG/ANSI-A117,1-2001 CHAPmR 1.703 FOR ALL SIGNAGE REQUIREMENTS. SEE IGC/ANSI-A111.1-1.1-2001 CHAR I tR 7.103.3.11 FOR LOCATION OF PERMANENT ' t' m TOILET 6 „/ ROOM AND SPACE SIGNAGE REQUIREMENTS. U- Z CO ROOM •$ � • PROVIDE PROPER MANEUVERING CLEARANCE AT DOOR PER ICG/ANSI A117. I-2001 CHAPTER 4.404.23. r m O / ,-/ % • ALL NEW OR ALTERED DOORS TO HAVE LEVER-OPERATED HARDWARE. PER ICG/ANSI A111.1-2001 CHARikR 4.404 i- i- Q • EaCIST INC$ ALL DOORS MUST HAVE A 32 INCHES CLEAR DOOR OPENING MEASURED FROM THE FACE OF THE DOOR WHEN IT IS OPENED 10% TO THE DOOR STOP PER Z w cyQ �� 'V // /, ;,,,,•�' WA Al Zi ,, ° HALL�AY ICG/ANSI Al 1'7. I-2009 CHAPTER 4.404 �) � r 7 / • ALL DOORS LEADING INTO HAZARDOUS ROOMS OR SPACES TO HAVE KNURLED HARDWARE. 7 y0 j 4 / ` ” / , / ALL PUBLIC AND COMMON AREA INTERIOR DOORS TO HAVE 5# MAX. FORGE TO OPEN. r � ALL PUBLIC AND COMMON AREA EXTERIOR DOORS TO HAVE 8.5# MAX. FORGE TO OPEN. Fr) I I ::///5/./.17'./#:, , / {' '''' ' ' '2 l'll' - • ,� � % • FORWARD / FRONT APPROACH AND SIDE / PARALLEL APPROACH REACH RANGE FOR ALL CONTROLS AND OPERATING MECHANISM TO BE 15 INCHES TO 48 m PATH / INCHES PER ICG/ANSI A111.1-2001 CHAPTER 3305. COL - • t° rte., ;• //, ii • CARPET PILE THICKNESS NOT TO EXCEED 1/2 INCH (ICG/ANSI-2001 SEG. 302.2) I /��I���w f,. ////// 1---//-Z----;0 9.r.- I// //I' / A PLEASE ALSO NOTE: CARPET PILE THICKNESS 15 FROM FLOOR FINISH TO TOP OF PILE PER ICC/ANSI-2001 SEG. 302.2. 1 N G k • ALL RECEPTION, TRANSACTION COUNTERS, PASS-THRU TO HAVE PORTION SET BETWEEN 28 INCHES TO 34 INCHES A.F.F. IN HEIGHT AND 36 INCHES MIN. IN 1 I < EMERGENCY LIGHT WITH 10 MINUTE LENGTH. i ' N BATTERY BACKUP (TYP. OF 2) • FLOOR SURFACES SHALL BE FIRM STABLE AND SLIP RESISTANT PER IGC/ANSI-2001 SECTION 302.1. —SERVICE CORRIDOR-- EXISTING WALL MOUNTED --ADJACENT TENANT • ALL NEW, ALTERED, RELOCATED OR REPLACED FIRE ALARM OR EMERGENCY WARNING SYSTEM TO COMPLY FULLY WITH IGC/ANSI AIi?.I-2001 SECTION 7.702. 1 EXIT LIGHT • ALL VISUAL ALARMS TO BE SYNCHRONIZED THROUGHOUT PER ICC/ANSI AII1.1-2001 CHAPTER 702. m 0 a64PET'r NORTH w t 4CC 661 ILIT r AND LIPS F Nfili i SCALE: 1/4"=1 '-O" z O I' 2' 4' 8' O O cz O D1} O z1 IY ff z � 1 O 1 E O D I I `L K 1 illi Q 1 = D Ki col 1 N Q Ocv Q z DRAWN SY: DATE: WRU 10/18/18 CHECKED BY: DATE: MJ5 10/22/18 SCALE: AS NOTED SHEET: ACCESSIBILTY AND LIFE SAFETY PLAN LZ. I I 4 OUTLINE OF COLUMN WALL JOG I OUTLINE OF COLUMN WALL JOG /0 ENCLOSURE P2 -8" TRIM( W-I ) (TYP) I ENCLOSURE P2 ) -8" TRIM( W-I ) (Ti'P,) ' t 1 ' ; CONSULTANTS o 0 I I \ I 11211 P2 P2 «- P2 I \ Project Management * Design z P2 1 I t- I- EXIT s P2 z >_ 1 lu 1 w_. :I. I-.. . - - M m . i 1 , ... 1L LT1 V \ F{., , . 'I�\ 'I' San Antonio,35 DTXI 78216 I LL /////re // • 1� fel. (210) 408-1860 • „� Qf Q „: Q / ' I I ) I ,1'.;1I U 7 iK U] /jI ./ 1 I 11 m DISPLAY i DISPLAY / DISPLAY ” DISPLAY O - ' DISPLAY '` '',, DISPLAY 1- m fax (210) 408-0273 Q m WINDOW WINDOW WINDOW WINDOW m N N m WINDOW 3'• 1- ti: Q Q WINDOW Itl Zz O Q a- / (GFGI) / 1-, # il: t (GFGI) lGPGU , (GFG1) / W-I Q u ii ll: 11, • 11: !rj '� W-I /.• (GFGI) :/i" / (CFO) Q p ,v _ i i = Q11' ;- ID T-< '''i --tom i 110 '''' TVP. [0 Q } 1i ►1 1L m TVP. ` - Q i :- • , ANK J b i . [t II) ........ „.., 0 0 > , a o f 3 - F- 00 4-, o o >. { 0 o >! tizi I I ! oo �` 0 o i ? -Yr- / o oT 1 O O • I‘2:71-\ l'"2111 „SI ... ., �s:.. j {: 1 I le `- AIM ,YI'Q�tiERS I • 82 a li r \I-1 FIT I I I L 11 1 I� • )� -4l 'i I� - 1 �. '3i'f1S`f4lvM1_41: 1 TEXAS \ \ \ _.- 1 \ T \ \ \ \ \ - \ \ \ \ II II 31_31 3'-3" 3'-3" 3'-3" 3'-3" 3'-3" 6 6 W. I :: I II T'''�' (:> / 2-3 ., 2-3 /- J 6'-6 W Jr f // // t 2-3 Jr /� 2-3 f i1 �' � ; OUTLINE OF CLEAR OPENING FOR 6" H. WOOD DOORS TRIM( W-I ) WOOD DOORS TRIM( W-I ) OUTLINE OF CLEAR OPENING FOR 6" P V, 1'-q 3/4" W. MOTORIZED 7-q 3/4 W. MOTORIZED H. \ CASEWORK ROLL-UP GRILLE BASE( W-I W/ PULL HARDWARE 4 W/ PULL HARDWARE 4 CASEWORK ROLL-UP GRILLE rr,f;,,,,r)( W-I (rrPa (SHOWN IN OPEN POSITIOf ( ') LOCKS (OFGI) (TVP) LOCKS (GFGI) (TVP.) (TYPJ (SHOWN IN OPEN POSITION) )-\ FOR STOREFRONT CONSTRUCTION AND FINISHES, FOR STOREFRONT CONSTRUCTION AND FINISHES, / / REFER TO DRAWINGS A4.O, A4.I, A4.2 AND A43 REFER TO DRAWINGS A4.O, A4.I, A4.2 AND A43 ATO O T / 64156 FAIRMA BTO PR®NT / 64,LES AREA NOTE: CONTRACTOR MUST GHEGK AND VERIFY 41 SCALE: I/41:= 1_011 n_EEEEEEEEEE� iSCALE: I/4"=11_01E �....�� ALL DIMENSIONS AND FIELD o I' 2' 4' 8' 0 I' 2' 4' 8' CONDITIONS BEFORE DETER- MINING THE BID PRICE. ANY VARIANCE SHALL BE REPORTED TO THE CON- STRUGTION DEPARTMENT IMMEDIATELY. NO EXTRAS WILL BE PAID FOR WORK WAVE COLUMN WAVE COLUMN REFER TO DETAIL I/A2.O (TYP.) I 1. REFER TO DETAIL I/A2.o (TVP,) ir CO THE 2'-0" 7'-6" 2'-O" 2'-O" -f'-b" 2'-O" CHECKING THE EXISTING rr/a�iaa�r 4 • . . + . / ✓� CONDITIONS. ffi"�i�„-',.-••,• f —PROVIDE CONGEALED I PROVIDE CONCEALED l..N � - i�fl s• --_... BLOCKING A5 REQ D. NEW ELECTRICAL OUTLET BLOCKING AS REQ' D. FOR TIKI TORCH WALL NEAR TOP CORNER OF FOR TIKI TORCH WALL WALL JOG I � JOGL SCONCES (25 LBS. EA.) WIR�LE�S AN�N�NA SCONCES (25 LBS. EA.) (TYP.) • f`' ,-_._. I (TVP. OF 2) ! \ \ (TVP. OF 2) 'U 1 WALL JOG \ \ \\ ,\\ \ � +U Y \ IIi. :1 E z a I I ?• ,HANGING 2 z_ z_ z (TVP.) HANGING 2 z O }-- IMAGE IMAGE p 1- O IL \ I I --WALL JOG W I LI IY thp ` , (OFCI) ` , v V 0 if , 0FGI) `, , ch �a'pa:p t] • Q (TVP) • m 4Q Q O O1. o P-2 \ \ g m cp P-2 —r P-2 14 kr) LL: En 1- 1i MIRROR _ _ Q V _ z MIRROR \ P_2 Q 14 Q GFGI • K ZD z OIN D • KT (CFC!) an <k4 ii,LL:1 Q `A 'U --- z = O = O 224 I/2” = O 11; Q • cUiN rs pm j1 N. \ \ _ _ , 1 IL m O O f + 1'_ 1L -L.\,,. - 1 O 1 IIfl! • OQ o 00 00 00 o0 00 00 -o STORAGE Ii I crI3 I O 2 .. _ _ _ _ CABINET( g a ..., a : I 1 I \ 1 9 1 I - (OFGI) I ry I�l \ \ \ ♦ \ \ ,. \ 1\ _ REFER TO STOREFRONT I, t 36 I/2" t / Iq" 44'' II' / 6" H. BASE W-I D2 28" t 2q" 1, 2q" t 2q" t 2q" t 2q" t 28" jr, 5 1/2' t Iq" 4 44" Iq" j, 1' zrJ' tREFER TO STOREFRONT _ p ;,,:,,CONSTRUCTION DRAW GS 4p31, (TYPE DOOR SHALL " CONSTRUCTION DRAWINGS6" H. BASE( W-I ) WAINSCOAT( W-I 4 OUNT SCONCE 2" OFF OF THE WAIN�AT( W-I BE OFCI. 6" H. BASE( W-I WAINSGOAT ® 4 MOUNT SCONCE 2" OFF OF THE '` (TYP.) PER DET.© CENTERLINE OF WAVE W/BOTTOM PER DET. HARDWARE I P• OF TORCH I" ABOVE WAINSCOT 3 SHALL BE GFGI. (TYPJ PER DET.© CENTERLINE OF WAVE W/BOTTOM " (TYR) -6.• (TYPJ (T(P.) •b.. OF TORCH I" ABOVE WAINSCOT GAP HEIGHT. (TVP. OF 2) — GAP HEIGHT. (TYP. OF 2 RE4R 6746 pAiR6p4 R4R S4, ES 4RE4 SCALE: I/411=1:_011 SCALE: 1/411_11_011 EEEEEEEEEEE� iii fn z0 O Q SCALE: 1/4"= 1_011 E - ( EE. 1:4.1 EEE o D 1' 2' 4' 8' 0 1' 2' 4' 8' 0 I' 2' 4' 8' I- 1 fr 2'-0" I a. P}� (TYLEGEND 1 (GFGI) CONTRACTOR FURNISHED a- CONTRACTOR INSTALLED cv 12I`01I R 1 (GFGI) OWNER FURNISHED CO - 4 - _ 4 — - CONTRACTOR INSTALLED _ I2'-0" R I WAVE (OFOI) OWNER FURNISHED OWNER INSTALLED LLI a X E i E tO z d., \i' - = NOTES t I t o . IR N �O I) CONTRACTOR TO VERIFY EXISTING d � 1 DIMENSIONS. 1 I .. 12,_011 R ts- 2) DIMENSIONS ARE TO FACE OF FINISH UNLESS O I O N 'OTHERWISE NOTED. Q IT i 1 ► 3) ALL FIXTURES SHALL BE SUPPLIED BY THE Lill O .‘ y i "-- - \ OWNER AND INSTALLED BY THE G.G. ,� 1 I Q K \�. ,� 4) EXPANSION JOINTS IN TENANT SPACE TO p "N / \ 1 ALIGN IN/BUILDING'S EXPANSION JOINTS. -trI A FULL-SIZED WAVE TEMPLATE SHALL BE I PROVIDED BY THE OWNER TO THE 1 j` WI 6" HARDWOOD MU-WORK P4C .AGE INCLUDES : (OFGI) z CONTRACTOR FOR LAYOUT. \ BASEBOARD / THE OWNER SHALL PROVIDE THE FOLLOWING THE WAVE PROTRUDES FROM THE WALL THE \N 6" COLUMN BASE MATERIAL IN THE MILLWORK PACKAGE TO DRAWN BY: DATE: WIDTH OF 2 1/2' METAL STUD & GYP. BD. - - W/ BLOCKING BE INSTALLED BY CONTRACTOR. ALL SECTION BLOCKING, ROUGH CARPENTRY MATERIALS, CHECKED /18 BY: DATE: ETC. BY CONTRACTOR. I. STOREFRONT FINISH WOOD MJB 10/24/18 WAVE J J� \ / /�®0IV '� LAOL.17 2. WAINSCOT FINISH MATERIALSCALE: 0 V �l I I3. WOOD BASE �5 NOTEDSCALE: 1/4"= I'-O" 4. DECORATIVE DOORS TRIM (NO SHEET: 0 I' 2' 4' 8' HARDWARE) INTERIOR HALL ELEVATIONS A 2 ,_. __—__.: o CONSULTANTS Project Management a Design 24" L. H.D. 12035 Colwick EMERGENCY STANDARDS San Antonio, TX 78216 LIGHT (GFGI) tel. (210) 408-1860 \ \ fax (210) 408-0273 N_= P-2l.$��N� 48"/72" L. H.D. 24" 24" ` ---.7 , , 0 „,,..----.7 , (GFGI) CONTRACTOR FURNISHED D STANDARDS ,_ w CONTRACTOR INSTALLED z WITH 12" D. 2-II ± IS" ri I6 I6 Ib I6 10 18 2'-1” $ 9 PLAS. LAM. O \ (OFGI) OWNER FURNISHED Y • SHELVING PL-I M P-2 EXfT CONTRACTOR INSTALLED h en ✓ (GFGI) ( ALARM v 'i---o r---i 11 // _ (OFOI) OWNER FURNISHED OWNER INSTALLED L,..: JITV'R; L' POWE SS P-2 v 56E2 NEW MOP SINK r , N 0 El/ CONTROLS �. r d 8 \ / 0 I To J"di4` RN,! TEAS MOP HOOKS 2_q ± pp. W / u 18" 3'-O" IS" lV •y 1 I tL (GFGI) �_ 'I / / ( Ai b� OPEN Q +,E to/l14 o 0 1 Q LIGHT SWITCH 14 _ .A E -A E NM, NOTES `jt=0\k.' Q \...1_ CONTROLS / , O }--- O O v • ll, \ I) CONTRACTOR TO VERIFY EXISTING Z? Q �� �__ •_; D \ fr / X . v) _ w FRP \ DIMENSIONS. N _ ® �i ®� cv` `_� Oa �b� ;1 / 1 li QLc \ 2) DIMENSIONS ARE TO FACE OF FINISH UNLESS ;t FRP - N _� cv m _ r / :t \ OTHERWISE NOTED. \ \ b'-O" •4'-7" �VINYL BASE( ` VINYL BASE( ■ VINYL BASE :"■ !A , 3) ALL FIXTURES SHALL BE SUPPLIED BY THE II•• a (2) SAFES (OFOI) OWNER AND INSTALLED BY THE G.G. ANGLE PLAS. LAM.x L OUTLINE OF DOOR SHALL (TVP) (NP.) 20" W. x 21" D. x (NP) NOTE: CONTRACTOR 4) EXPANSION JOINTS IN TENANT SPACE TO MUST CHECK AND VERIFY COUNTERTOP(PL-I MINI-FRIDGE BE OFGI. 60" H. 2168 LBS. ALIGN W/BUILDING'S EXPANSION JOINTS. ALL DIMENSIONS AND FIELD EVATI N WITH SUPPORT HARDWARE CONDITIONS BEFORE DETER- REQUIREDSHOWN TRUE MINING THE BID PRICE. ANY BRACES AS SHALL BE GFGI. MIL-WORK WORK i��4GK INCLUDES S (OFGI) VARIANCET S ID (GFGI) L- PACKAGE ( ) VEPORTED HO TLE GON- BE I l f THE OWNER SHALL PROVIDE THE FOLLOWING STRUCTION DEPARTMENT VU O ‹ ROOM WORK O OM T O I _ TROOM MATERIAL IN THE MILLWORK PACKAGE TO IMMEDIATELY. NO EXTRAS BE INSTALLED BY CONTRACTOR. ALL WILL BE PAID FOR WORK SCALE: 1/4"=1'-O" SCALE: I/4"=I'-O" - SCALE: I/4"=1'-O" BLOCKING, ROUGH CARPENTRY MATERIALS, DONE DUE THE FAILURE OF O I' 2' 4' 8' O I' 2' 4' 8' 0 I' 2' 4' 8' ETC. BY CONTRACTOR. CHECKING THE EXISTING I. STOREFRONT FINISH WOOD CONDITIONS. 2. WAINSCOT FINISH MATERIAL 3. WOOD BASE 4. DECORATIVE DOORS 4 TRIM (NO HARDWARE) REFER TO DRAWING E.2 POWER PLAN FOR KEYNOTES AND ADDITIONAL POWER/DATA REQUIREMENTS. Toilet ROOm J I of 1 PICTOGRAM FIELD AREA A MINIMUM OF 6". PICTOGRAM 4 FIELD SHALL HAVE A NON-GLARE FINISH AND FIELD COLOR SHALL BE CONTRASTING TO CHARACTERS. MOUNT ON NALL ADJACENT TO LATCH SIDE OF DOOR. UPPERCASE CHARACTERS: HELVETICA, RAISED I/32", GRADE 2 24 L. H.D. STANDARDS BRAILLE. CHARACTERS AT LEAST 5/8" IN HEIGHT BUT NO HIGHER THAN 15.. 13.. WITH 12" D. P. LAM, 2". EQUIVALENT VERBAL DESCRIPTIONS PLACED BELOW EACH ' SHELVING( (GFGI) PICTOGRAM. SIGNAGE COLOR 4 LETTER SIZE SHALL COMPLY W/ LOCAL P-2 CODE AND ACCESSIBLE REQUIREMENTS. P-2 _ V P2 24" L. HD. STANDARDS G.G. TO VERIFY W/ LOCAL JURISDICTION IF STAINLESS STEEL SIGNS I %, 1 _11,_ \ ARE AN ACCEPTABLE ALTERNATIVE. IF SO, GC TO PROVIDE ry REINSTALLED / WITH 12 D. PLAS. LAM. I W STAINLESS STEEL SIGNAGE SIMILAR TO WHAT IS NOTED. A � SHELVING(PL-1)(GFGI) P-2 \\ I REPLACE EXISTINGPAPER TOWEL � � EXISTING �_ TOILET ROOM SIGNIt NEW SINK 71 NEW SINK zFRPPER DETAIL '�; — ILI-- tL AM >li - (FRP) 11; U; — LTA It a. / " ;, 9 0 14 E 711111 Ii v EXISTING IL o_ v NEW WATER ■ REINSTALLED / �r b MIN. 0 Q rY FRP r- X INSULATED NEW WATER Q d r` X 4 [Y CLOSET I' N TOILET PAPER 6 / to 1 `� to PIPING CLOSET Q to Q L DISPENSER / • 0 : LLQ ,t 7t - / P . LK LEVER \ \ \ \ :, VINYL BASE B-I BASE(VINYL B_1 OPEN SIDE VINYL BASE B-I CI) VINYL BASE( B-I ) O (TYP) (TYPJ (TVP.) := m (NP� SREINSTALLED OAP DISPENSER _ RESTROOM 1- `}<_ z m \ F „ ,4, O in Li- O BRAILLE SIGNAGE ON NALL 0 Z Q ADJACENT TO LATCH. LI LI I C_). TO f T ROOM EjTOIET ROOM TO f SET ROOM i CORRIDOR TO f LST R00141 eIGNI4C;F w < 1- 0 SCALE: 1/4°- 1 1_0" -.— . SCALE: 1/4"- 11-0" :� Q7) ,_ :: w� SCALE: 1/4".11-0" SCALE: I/4 -11-0" SCALE: I 1/2"=11-0" 0 I' 2' 4' 8' O I' 2' 4' 8' O I' 2' 4' 8' 0 I' 2' 4' 8' 1 ! Q I 1 I 1 T 1 1 oa I i . 3 o U] 0 I I I 03 cn O O� i � o o a� I ix; 1 o co QP 1 LL i o M IV - O Q o (0 ; CV NI z DRAWN BY: DATE: INRU 10/22/IS CHECKED BY: DATE: MJB 10/22/IS SCALE: AS NOTED SHEET: WORK AND TOILET ROOM ELEVATIONS 1 42 0 COL COL COL COL COL IQ , 62'-1" 62'-1" O'-01/2" 12 1/2"---1 31-111/2" 1 4'-II 1/2" • 14'-4" 5'-8" 4'-51/2" 2'-51/2' 11'-I" 3'-I" 12" 101-01/2" 121/2"--1 31-111/2" 4'-111/2" 141-4" 5'-S" ' 4'-51/2" -51/2'/ /21-5 / LEASE W/I LINE --MALL COMMON AREA-- ---MALL COMMON AREA CONSULTANTS �0) FINISHED ARCHED SOFFIT W_1 Project Management * Design LECIEND[I IE I II 1 11 II 1 11 AT 1'-411 A.F.F. MAX. LEASE EQ 20 EQ g EQ. • 2'-0" • 21-0" EQ. 01 EQ• 21-0" •EQ LEASE FINISHED SOFFIT _ � , , n-p GYP. BD. SOFFIT in r - $ I 11 ( W 1 )- SIM. 2 ( J 1211X12" ACCESS AT Q'-8" A.F.F. 120on35 Colwick San Antonio, TX 78216 LINE in (TYp) t tLINE �� RECESSED DOWNLIGHTREFER TO AT 8-3 A.F.F. +�, PANEL (TYP) ® (p_2 tel. (210) 408-1860 ELECTRICAL LIGHTING SHEET EI.O •m• • -_ _ •R• 7 •m• fax (210) 408-0273 II a " Q. - - RECESSED ADJUSTABLE DOWNLIGHT - I m II II u N II _— —_ GYP. BD. SOFFIT - ; ■� --------- {��i]1I FINISHED SOFFIT GYP. BD. SOFFIT 1 OO + 00 II ��.. ......�- OQ It�.�l 7 EQ _ • 20 EQ I. 00 1Y ml I! - OQ ( W-1 (P-�J REFER TO ELECTRICAL LIGHTING SHEET E1.0 AT c11-8" A.F.F. ��' gyp( AT 51-5" A.F.F. _ AT °I1-8" A.F.F. ►!1 LL �L Al �. ��_ y (TYP 1t1 : L--_z—�� �J �y K( ' -J ry� ^ - — ` 1 Tz., €iii I _ , RECESSED EMERGENCY DOWNLIGHT - (P-2)ry �-- % --J4'-5" +1 �t li 12 ± I :� = I :•: 1 W CONSULTANTS Project Management * Design 12035 Colwick San Antonio, TX 78216 tel. (210) 408-1860 EXISTING 3/4" FACELIT ILLUMINATED CHANNEL FPGELIT ILLUMINAIty 3 1/2" H. FUSH T-IRGUGH 5-1 (TYP) NON-ILLUMINATED LEASE LINE fax (210) 408-0273 ALUMINUM 0 SIGN LETTERS - 12" AVERAGE HGT. Q LETTERS ON A G" H. ALUMINUM BACKER 0 BLADE 51GN� (TYP) REVEAL (TYP.) vy 8 14" MAX. HGT. SUPP. AND INST. �� J PANEL. SUPPLIED AND INSTALLED BY W-1 (TYP) j_,W SIM. PER DETAIL+, �, BY TENANT'S SIGN CONTRACTOR. r TENANT'S SIGN CONTRACTOR. / ,-'----.1-7," • "SCHLUTER-JOLLY" II L ' JIM L. POWERS n BLACK TERRAZZO AillIlIl■■- Eilrcill -,■ I i~• r�TYPE DIVIDER • 5'82 STRIP BY C'S ► A .1.1.1111 36-10 I/2 •SCHLUTER. SYSTEMS 1 II il�cR i CITY TEXAS (800-472-4588) 1 II .. f, ::: ;R ::, -'■■■■� :T� I I I"' W 13" 8" 6'-2 I/2" 18" b'-5 I/4" W. GLR. OPENING FOR 18" 4'-i0" 8" 1 1/2" 10'-I I/2" 22" :/t .;1 Celt 2- 000-412-4588) ■ M� ■■■ y J' y / / -q 3/4 W. MOTORIZED ROLL UP )1t___/e) y / ♦ �i yJ 0\k- i W-] )(TYP.) 8 3/8"� 1 " 3/8" ,IN _ _ _ _ _ _ GRILLE (SHOWN [N OPEN POSITION) WOOD CARVED ___ rlivainv. BOUTLINE OF MI� � � � ; NON-ILLUMINATED SURFACE MOUNTED I 6 q„ qll A �� � �� I... 1 LEASE LINE .4.0 ,, BLADE SIGN PER LETTERS BEYOND DK MT) �r I DATAIL AI GLASS (TYP) J, .Yu= u �' ,1 `='----------- ,`<4\ „. _ ii# �, I __ .�. w ”" - "_" _:."_ `w _ _ `- II < < ------ __ t ici, (0F01) --1, ,._ \\::::,,,,1:: L- WALL JOG NI _+ I I, _ in i t_ , =I 1 . 1NOTA: CONTRACTOR DISPLAY WINDOW Iii E d- ` N WINDOW 11DISPLAY • -•-•-- --•-• __ •--•--- __ i1 WINDOW 11 iv[ J _ MUST GHEGK AND VERIFY `,. PROJECTS 3 3/411 4IO k\\\ - + M , DISPLAY -�.. - - CS1 - ;1 1 -' 1 ALL DIMENSIONS AND FIELD ^t - ting _+ L�__� ____________ J---------------------------------------j-, 1, , , s J; l N CONDITIONS BEFORE Pt ILK.- ", 14 TO F.O. GLASSIII N ��= Ni �;;;;;1 - I MINING THE BID PRICE. ANY LIGHT FIXTURE v n d3 - - - 5,..4=------- __ 7. € \ _ • ;;;1- 1 Z i Ni , : GYP_ BD. �' �� / \ ~� I I'-S" AFF ■ O / S Z • \ ALL STOREFRONT CONSTRUCTION SHALL ,'/ \� .\ ( P-I ) + ,' / '� GYP. BD. \`. ,r�: BE SELF SUPPORTING FROM THE FLOOR W '''' 0 . / \ COLUMN i m m / /� '' 10'-0" A.F.F. ,Yy� + a iii AND STRUCTURALLY INDEPENDENT OF NI,` \ \ ENCLOSURE ] / P_2 + • € MALL CONSTRUCTION / STRUGIURE. CONSULTANTS�—• // .\ \ PER DETAIL© m // \ (P-2) € STOREFRONT CONSTRUCTION MAY BE CON,SULl`ANT,S 1 / BRACED HORIZONTALLY / LATERALLY �- N._„ / ` • �\�, /\'(`‘,�\ �\ „* 2_0„± / �,'�,�`,\ ,','/ \ II TO THE OVERHEAD STRUCTURE (NOT TO Project Management Design \ ♦ / / / / ,',/ 5 ± 5, € THE DECK) WITHIN THE TENANT'S SPACE. € \ ` �\ / /' \. /,/ / / i. € 12035 Colwick `�`�\ //' \� ! ! /, 10"± San Antonio, TX 76216 a / . ,/ 7.7...E ,,,.. - 1 tel (210) 408-1860 \ `� ,' I ! 1 `. ,',' LL 4-1J nuf��a ,.:i 4.,, : we, ,- j\ \ `�\�\ //'' ti ti 1 r ! �� f',' € fax (210) 408-0273 \ ti I ' 1 \ , , r -1 - = TENANT'S GENERAL CONTRACTOR SHALL \ "•••/ 1 ( r i .K r , - VERIFY ANY STOREFRONT STRUCTURAL NI • EXG. 5/8” GYP. BD. FROM FLOOR \ .X••)\) + + I r 5 21 3 3/41 1/4 'LL•N TO DECK ABOVE REFURBISHED 1---I-I- - - ��-- 2'-7” i INSTALLATION.CING WITH OPERATIONS PRIOR TO ,,,------79,” � _ OR REPLACED PER LANDLORD OUTLINE OF DISPLAY D I - • •N• +1GLASS (GEC!) ,, (P-2) I I _1 -�' (P-2) (TYPa is- JIM L. POWERS' � GYP. BD. H -. - -J 1/4" CLEAR + -Zz 15"± II'-6" A.F.F. •_S GYP. BD. wl i4'ERSr",L C TYTEXAS TEMP. SLIDING WINDOW DISPLAY m 0 SwCi 6 I / 11 1-6" A.F.F. I GLASS DOORS : ,. ( P-I ) + ( P-I ) IN RECESSED I J 1I I cope, _..,3%.'��'-10"\ TRACK (GFGI} I 7 ' -I/4" CLEAR 7'-G 3/4" W. MOTORIZED ROLL-UP GRILLE TEMP. SLIDING 5/8" GYP. BD. ON FIN. SOFFIT € ' H +1� GLASS DOORS METAL STUDS AS * 8'-3" A.F.F. • CORNER BEAD -1- --IJ APPLIED TRIM ``• 'N 6 I/2"± = IN RECESSED LI__(OECM--CC(P,)_- -- IJ . `� �- REQUIRED (GEC!) �- € m TRACK (GFGI) GYP. BD. He 1 �__� (n,F,a AT EXPOSED EXG. 3/4" . , -----�.,y € CO __LL __ IO'-O" A.F.F. ( W-I ) (OFGI} (TYP. ALUMINUM __ •• �— P-2 ma P-2 �_ m (P-2)' € TILE EDGE) \-1/4- REVEAL L 1111V.:. 'n , /ST014E GRILLE KEY SWITCH - or 'n • �� .7;1- -.: NOTE: CONTRACTOR - — _ - MUST CHECK AND VERIFY • _ AT 18 A.F.F. AND _ _v rr - -1 N PANIC RELEASE r r� ,� {) ALL DIMENSIONS AND FIELD DETER- T...`1, STONE TILE F. S-I ) PROVIDE CONDITIONS BEFORE DETER- OVER 5/8 N .4 FIN. SOFFIT _ TILE ® CENTERLINE AT 3 O A.F.F. AI „ MINING THE BID PRICE. ANY ' 8'-3" A.F.F. IN A 5 • 8„ - _ (TYP,) OF ROLL-UP s : 8" *—� GYP.A.F.F. H ,�. PROVIDE 5 t _ VARIANCE SHALL BE -1 DUROCK Q BLOCKING A5 y ® c1-8 F. N ' (TYP) ``f y�_1 NIm ' GRILLE in N F.R.T. 1N-WALL REPORTED TO THE CON- N ': [ = r- WINDOW SS ( ) REQ D. FOR cv (P-2) ' . i- = BLOCKING AS cv c,l STRUGTION DEPARTMENT cv ' 25 LB. LIGHT t •—STONE TILE( 5-I ) N DISPLAY litill - riN N REQ D- FOR IMMEDIATELY. NO EXTRAS FIXTURE (TYP.) A7 OVER 5/8_ GYP. BD. _ _ r �■�r�r=r ■ i:rte r�■� ■ ■� _■ =r�r ■ ■ I WINDOW BLADE SIGN c' WILL BE PAID FOR WORK d DUROGK (TYPa �,. DONE DUE THE FAILURE OF �- q'-8" A.F.F. '�,>./ ` /1• DISPLAY I i CHECKING THE EXISTING 0 f In • CORNER BEAD m 1 / II (P-2) •IIIIIIIIIIIM• f MALL FLOORING � '~ STONE TILE 5-I FM I BY T.G.G. I� , ����w• + (GFGI) (TYP) m \ N (TYR) CONDITIONS. _ �� I _ 1�: J MORTAR BED <11 . • J L J lI 11/4" „ 11/4" M . LL ----- JJ "SCHLUTER-MOLLY" �I 1/4" L :° - J in ® � 3/4 x 8 HARDWOOD TRIM ( W-I ) START FLOORING Q q .,...... s::- $ 11/4" r 1 (TYP) BLACK TERRAZZO _1 I EASED EDGES W/ 4 RADIUS (TYP) TILE LAYOUT WITH -61.. • ® _ (I) HALF TILE AT TYPE DIVIDER I/2" GLR. TEMP. q APPLIED TRIM (OFGI} I SIM. I/Ib" MAX. GROUT STRIP BY _ 2 I/2 METAL STUDS AND F.R.T. CENTER OF ENTRY II I� - • , SIM. I JOINT (TYP) 1-k\:\//,?9\ 4 GLASS (GFGI) BLOCKING AS REQUIRED (TYR) 1/4 x 1/4 GRILLE KEY (TYP. AT EXPOSED , , SCHLUTER SYSTEMS (TYP) STONE TILE ® LEASE LINE (TYP) (800-412-4588) OVER 5/8" 3/4" x 8" HARDWOOD TRIM 17 QUIRK MITER SWITCH AT TILE EDGE) \ ��c' \ I OUTLINE (POLISHED) 18 A.F.F. I NON-ILLUMINATED "SCHLUTER-JOLLY" 4( 4" 4" DUROCK (TYP.) WITH EASED EDGES (TYP) (TYP) 4" 4" BLADE SIGNci,:.) BLACK TERRAZZO I/Ib" MAX. 12" I 5'-8 1/2" / 22" 22" I 12'_O" ♦ 1' 2,- „ I PER DETAIL TYPE DIVIDER STRIP GROUT I, / 4 I/ / I I / BY SGHLUTER SYSTEMS II" I 8" 1, b'-x,1/2" X 18" 8 3/8" ♦ 6'-5 1/4" / 8 3/8" 1 18" I 121-8" 22" (800-412-4588) - (rip.) 35'-1 I/2" • I I / ri 4 I eacTioN ®T O E O' ® ALL STONE CORNERS\,......_tTFL T 4 I L SCALE: I" = I'-0" SHALL BE QUIRK MITERED. " ' " lSCALE: 6 = I —O N. \ 11/ \ \ \\ \ /• / /�//7-7/,/ € y'' \� 3"*.s\ .\\� �� `\\ • • GYP. BD. _• ,' ,' '/'� % 1 € . \ \ "r II'-6" A.F.F. , ,/ , . ,/ E ` �` \ ( P-1 ) GYP. BD. /' •'% , 2 k''.•;-4- \ \ \. .7 ..., „ , ��\ `\. „ „\ , \ / /' , IO'_O” A.F.F. ,///, ,'/ I} 4 . 1 ti / ! r ,.,....,0 ,,..z...,,N..., , , ., , , \ \ \ / \ / ., \ lir \ f/ ' `. ' / ,� II 4 € c.> 14 I/2"± 4'-1"± S. �� �� ( ! ! /','� ,/ I \ C'S y III z mGYP. BD. / i } COLUMN f r ! '� W CICII'-b" A.F.F. �• �. `.`� s + 1 , . 0Js< \ 1 ENCLOSURE r ' O O Q , , P-2 ( P-I ) �� .' ti + Q SIMILAR r0 �Jr i r�y`. ,' GYP. BD. € }-m--1-� •b.� DETAIL + m + II'-6" A.F.F. I +- =;f. z- I OUTLINE OF DISPLAY (TYPab.• I +' + 1 \ P_1 I =_ 0 ;. W _II i, N 1 *' 7� EXG. 5/8" GYP. BD. FROM FLOOR / i ; 7 1;, ill CASE CABINETS (TYR) rrt m I ± € 0_ �; ,-- + I I TO DECK ABOVE REwRBISHED O GYP. $D. i I ---'-•--- , ��� r OR REPLACED PER LANDLORD = + a K In lMuj;u .�■I N 101-0" A.F.F. _ m i REQUIREMENTS {GFGI) (TYPa • r- (P-2) �- OUTLINE OF SOFFIT (TYP.) I IO"± 1 i I . FIN. SOFFIT iV L ---- -- J 1"± 4 � I 24 5/8" . fi • 8'-3" A.F.F. ii i 1 ± 1 15 I/2"± PP �S- GYP. BD. • (W-I ) r- I2"± + I i • € •—••-----..-- --1 __��.__ Q q-8 A.F.F. 1 _1 7'-10" (P-2) N P_2 I/4" CLEAR 7'-1 3/4" W. MOTORIZED ROLL-UP GRILLE AL , I r - WINDOW DISPLAY H TEMP. SLID[NG 5/8" GYP. BD. ON SII b I/2"± FIN. SOFFIT 4 FIN. SOFFIT GLASS DOORS METAL STUDS AS ,�,,r,,„ „_ +' 8'-3" A.F.F. IN RECESSED REQUIRED (GFGI) 8'-3" A.F.F. +€ b I/2"± ., �„�,. ,��€ - .. ED � 5 12tr TRACK (GFGI) P-2 �- 10'-O" A F.F. P-2 + (TYP.) ;" + ti _J L Elm �r��` _� illa ''. •••�II Bill , = _._. _. —.— IINli ALUMINUM I/2" GLR. TEMP. �_ rn ;'I 1 GRILLE KEY SWITCH I Ill REVEAL L GLASS (GEC!) (A r , _ P AT 18 A.F.F. AND r_-, _— -- (TYPa O `•4. r -1- 1 /STONE PANIC RF! EASE + r 1- --� I 0 13111) (TYP a I PROVIDE - 1_7 + 1: m : TILE ® AT 3-O A.F.F. _ i cv _ r ; N GYP. BD. F.R.T. IN-WALL (T,T,Pa GENTERL I NE ■ — �� GYP. BD. N > N s r ~� c11-8" A.F.F. 8 OF ROLL-UP 8 q'-8" A.F.F. u�:g t>LBLOCKING AS m41111) I _0 \ GRILLEIi ; z REQ'D. FOR cv = (P-2) i- co N fY I I O co , ; (P-2) ' - 25 LB. LIGHT i - -- - - N ' �I O• t `� N 3 WINDOW DISPLAY N FIXTURE (TYP) ■ rill= J illJ■J ■Jr ■ ■J J■ Lill ■ �� WINDOW N i © p :,11/ M@-.P..,_ //• = DISPLAY "� ICORNER BEAD Im 51M. Q 111 CORNER BEAD I'/� Wi1 in MALL FLOORING i MIME'', K WV iii i � ,..,.., (OFGI) (TYP) � � �,.. 1 BY T.G.G. , ���. �,m,.�,,,�a_��_ II (OFGI} (TYPa .._�� !M.,! N ' I !.0 WA ILL J+ ■�4 I I/4" wrig '1 I I/4' ,E�L ==J L __ + �I■ - N I1 L J ; 3/4" x 8" HARDWOOD TRIM ( W-I ) START FLOORING Ill � -J y 4 © f 1 1/4 �_ �� 1 © q .,-. ...._�.. ....m. .. OWN. ._ I I/4 ® EASED EDGES W/ 4 RADIUS (TYPa TILE LAYOUT WITH ® �� �� p I 1 I . Ca �� APPLIED TRIM (GFGI) :7•&1-. q (I) HALF TILE AT NI S b'� ci• =� A = 2 1/2" METAL STUDS AND F.R.T. CENTER OF ENTRY APPLIED TRIM (GFGI) 1/2 GLR. TEMP. STONE z (TYP. AT EXPOSED - - SIM. TILE( S-I ) TILE EDGE) STONE TILE ® BLOCKING A5 REQUIRED (TYP) LEASE LINE (TYP) 1/4" x 1/4" GRILLE KEY (TYP. AT EXPOSED GLASS (GFGI) • - DRAMBY: DATE: OVER 5/8" 3/4" x 8" HARDWOOD TRIM( W-1 ) QUIRK MITER SWITCH AT TILE EDGE) (TYP) 813 DUROCK DUROCK (TYR) WITH EASED EDGES (TYP) (POLISHED) 18 A.F.F. (TYP) WRU 10/15/18 (TYP.) CHECKED BY: DATE: 4" 4" 4" 4" 4" / NUB 10/22/18 1'-51/2" 111/2" 12" 4'-2" 22" 22" 5'-61/2" 12" SCALE: I 10'-I 1/2" f 1 1/2" 8" X 4'-10" 1, IS" 8 3/8" b'-5 1/4" / 8 3/8" IS" b-2 1/2" 8:: 13„ AS NOTED • SHEET: 35'-IO 1/2” STOREFRONT SECTION - PLANS F L 4 I I S C T f O N - S T O R E P R O I T ALL STONE CORNERS 2 SCALE: I" = I'-O" SHALL BE QUIRK MITERED. 4 4 0 'N''.‘... , Z . .Z./7.Z. . ::::,.v ,,/Ar,,....A.40„, /)7/ . . - - NrO ,..,„..- / : 5 5 Aer r . .. . . 5/8" TYPE 'X' ! 3 ; 5/5" TYPE 'X' --.-: . :~. :.rwoor. ..ti.. .... GYP. BD. TO . -r_r".: �`(.e v,H. ,.... 7, /... GYP. BD. TO 2'-5 1/4" ; DECK ABOVE 2'-5 I/4" i DECK ABOVE 4I ALL STOREFRONT CONSTRUCTION SHALL EXISTING MALL BULKHEAD F (TYP) (VIE) EXISTING MALL BULKHEAD (TYi') (V•I•F) ; BE SELF SUPPORTING FROM THE FLOOR -- mAND STRUCTURALLY INDEPENDENT OF EXISTING 3/4" ALUMINUM REVEAL ->.. EXISTING 3/4" ALUMINUM REVEAL j ♦ ♦ - - - - - - - - - ^„� :° , ♦ ♦ L� - - - — — — — — — — _ _ MALL CONSTRUCTION / STRUGIURE. le �` � I — - __ ®��_ STOREFRONT CONSTRUCTION MAY BE CONSULTANTS SGHLUTER-JOLLY BLACK : __............ "SGHLUTER-JOLLY" BLACK '~ -4111 BRACED HORIZONTALLY / LATERALLY TERRAZZO TYPE DIVIDER r' + + + + e + + + + .. + + + + + + STRIP BY SGHLUTER SYSTEMS • •' I TERRAZZO TYPE DIVIDER tr �. �• , TO THE OVERHEAD STRUCTURE (NOT TO Project Management * Design + + + + € + + STRIP BY SGHLUTER SYSTEMS + + `\�`+ + •�\ + + 1 i I + + THE DECK) WITHIN THE TENANT'S SPACE. (800-472-4588) r --- �--r ---- I (800-472-4588) 1 n I 12035 Colwick I 1 , —OUTLINE OF San Antonio, TX 78216 ROLL-UP GRILLE ;'...• .�.� • � ..., .. . tel. (210) 408-1860 I . 1. SUPPORT TUBES fax (210) 408-0273 TENANT'S GENERAL CONTRACTOR SHALL ' VERIFY ANY STOREFRONT STRUCTURAL ' L.1�I '` BRACING WITH OPERATIONS PRIOR TO lim �- 1 INSTALLATION. _ STONE TILE FINISH ® '.: �`. �`v \ Z - OVER 5/8 DUROGK — OUTLINE OF GRILLE ; el, r ..' MOTOR BETWEEN ■' FRAMING ON ■` ~ JIM h ' L. POWERS ■, 2 1/2" METAL STUDS AT lb" D.G. OPP051TE SIDE '■+ •• r �yC x5682 . "-' 4.7 ` 1/2" ' , 3Ft' i�i`, CRSALCATI'TI=XAS ■�� + + _ TYPE X GYP. BD. OF ENTRY (TYP) / + + / rt . + + ,/ "? 1 ■` 1 + r' it / fry" OUTLINE OF SIGN LE TLR5 j /� I ;DI) l\ \ \ -LT (SEE SIGN DRAWINGS) i. /j~J`� j r STONE TILE FINISH( S-I -- \ \ 3" i &' gy=p: I i k �--ri OVER 5/8" DUROGK ® 4 _ _ - + - I + +®®® -5/8" TYPE 'X' GYP. BD. P-I ) u I P-I �n /_j.....,, - I I �,+ + µ I i\ / � r— � .� }I 1 5/8" TYPE 'X' P-2 I O 1 / --- ` ' L� _- +\�\ GYP. BD. (TYP) �_ I ,, _ + +; NOTE: CONTRACTOR 1/4" TH. FURRING AS REQUIRED 1 0 FOR FLUSH ALIGNMENT OF L I + ■■ - MUST GHEGK AND VERIFY i = TILE AND DUROGK (7YP) or '` � ALL DIMENSIONS AND FIELD ISO.,' GA. METAL STUDS AT Ib O.G. >~ �.�� 1 �� TO STRUCTURE ABOVE - O ROLL-UP GRILLE P-2 INC THE BID PRICE. ANY + + M1 VARIANCE SHALL BE II .•,1 HOUSING ®+ + �` O / a REPORTED TO THE CON- r- -,_...._.. ■ _ _. - -- STRUGTION DEPARTMENT 0 + + + + ,< 5 �i E� I`•v' :'.' l■■ 1 ®® IMMEDIATELY. NO EXTRAS ti I 1----1 1 j „ „ •'. ,'1 + + 1 + + WILL BE PAID FOR WORK ;,, ._._11- E ___ I/4 x I/4 QUIRK MITER (POLISHED) If DONE DUE THE FAILURE OF \ N. 1" x 4" F.R.T. HARDWOOD :tom.: ` ■ nd . I -1 1 I + + - ��` 6 ♦' TT e t- — —- - '� CHECKING THE EXISTING :4- WINDOW TRIM FINISH ►� � . _ w Eos \' I N\ i� + + I 3/4" x 8" F.R.T. P-2 CONDITIONS. LINE OF GYP. BD. —� �---- _ ;= __-- HARDWOOD TRIM® '1 -9 5/5" GYP. BE). PAINTED BLACK SOFFIT BEYOND P-2 ♦ WITH 4" RADIUS (TYP) a3 1^1/ EASED EDGES I, O EXTEND TO TOP OF FRAMING 'STYLMARK' RECESSED , TOP TRIM #110360 5/8" TYPE 'X' (TYP.) 1 FINISH #218 BRUSHED I GYP. BD. - 5/5" TYPE 'X' GYP. BD. (P-2) O r~-OUTLINE OF EXIT SIGN STAINLESS STEEL FINISH P-2 �` o (TYP) I (TYP) • 3/4"x F.R.T. HARDWOOD TRIM W-I WITH 4 1/2" RADIUS ) ! ('\ 5/8" TYPE 'X' GYP. BD. / f . FINISH P-2 15 /- ,i ;51. `A 1 —2 3/4" 3-0 (T1 R) • r 6 H 3/4" F.R. PLYWOOD 1 I" x 4" HARDWOOD WINDOW TRIM FINISH W-I CENTERLINE OF MOTORIZED k F o : - ( ) ROLL-UP GRILLE 0 (TYP.) !r W/ 4" RADIUS (TfPJ lU f; 1)1 ) O 1-MOOD CARVED SURFACE 1 \--,k- LEASE LINE 1 5/8" TYPE 'X' cY MOUNTED LETTERS (TYP) 3/4" x 4" HARDWOOD TRIM FINISH( W-I ) { O GYP. BD.(P-2) u_ (OFOI) I 0 • (TYP) ARCH SPRING LINE ( '-10 1/2" A.F.F.) \ ;5 I I H O / 1 i . r o H o I 0 s rt 10 € O / ' I O t 1 <fyip-) € 10 lr 1 d0), 1 v,... ■IMMwB P € , _ _ 1„:,, ,,., V E _ ;- 0 ..,., , ,_ El PROVIDE F.R.T. BLOCKING AS I REQUIRED FOR 25 LB. LIGHT1 'I 0 [`� O LY m FIXTURE AT TOP AND BOTTOM. 110 fr�`T^ a �f1 t- -I SEE SHEET A3 FOR FIXTURE, , i H i '� , * , z m O j1 v SEE SI ICET A4 FOR LOCATION. p Q 4 1x111 . t. El 1= 41A O- m z 14 si O LE V ,... Z U-1 J O 5/8" TYPE 'X' GYP. BD. BEYOND d F ' I = 14 W ;€ `2 v I– 4 ----I/4" CLEAR TEMPERED SLIDING GLASS DOORS - { { I O ',� w ��"4 In (� el /- IN RECESSED TRACK (TYP.) : f , ) i 6 IN � f DISPLAY WINDOW HARDWARE Q i �� ♦ m 4 vi I�_r �' I" x 4" HARDWOOD WINDOW TRIM FINISH ( W-1 ) _ = 1 I ..._--....._........Q- ! • WITH 4" RADIUS (TYP) `r I ,, : r o --- O N ./ f ijI:"1/ ':-.., 14 1 I X5/8 TYPE X GYP. BD.(P-2) (TYP.) f GRILLE PANIC RELEASE AT 3'-0" A.F.F. OUTLINE OF 1 -I Ail Q } I 1 1 (OPPOSITE SIDE OF GRILLE) FIXTURE :— o I I BEYOND 0 u 0 LEASE LINE > , y 1 - z': r o ,-- 1 I cu CORNER BEAD (GFGI) I--� r J e O I N 1/2" CLEAR TEMPERED GLASS I cU 1 D ' > O WITH BUTT GLASS JOINTS 3/4"x F.R.T. HARDWOOD TRIM W-I Q NOT TO EXCEED 1/8 WITH WOOD DOORS AND TRIM ( W-I ) BEYOND WITH 4 1/2" RADIUS ,, ) ( I _� z an ULTRA-CLEAR SILICONE (TYP) V WITH PULL HARDWARE AND - 0 11.' OI (GFGI) V LOCKS (OFGI). ROUGH OPENING , Q iK 0 / 5" 21" 5" it• BY T.G.G. COORDINATE SIZE I 2-2 z • 1 p / 1LI lfl} l{Ln 'STYLMARK' RECESSED WITH MILLWORK VENDOR. BOTTOM TRIM #1103b1 11/4 � I GRILLE KEY SWITCHES AT IS" A.F.F. ) , 1 0 - U '1 (2) LAYERS 3/4" F.R. PLYWOOD ( W-1 )(TYP) (OPPOSIDE SIDE OF GRILLE) I x ( I I 4 FINISH #218 BRUSHEDoZo N Q STAINLESS STEEL (TYP.) ) I `� ' ♦ I" x 4" F.R.T. HARDWOOD ' ' �' 1" "f ° - II WINDOW TRIM FINISH® __. _ s I :: II O L— z WITH 4" RADIUS (TYP) - - — - - 15/8 UNISTRUT AT 16D.G. 5" E2'-2" / ALIGN W/ STUDS BELOW 5/8" DUROGK BACKER ►, I = o HARDWOOD DRAWN BY: DATE: LL } WRU 10/I5/18 Q tL• CNP.) :,, I .� ., o � Q STONE TILE FINISH ® '�" BASE BOARD ( W-I ) CHECKED BY: DATE: BEYOND MJE3 10/22/I8 OVER 5/5" DUROCK l 1 11 ?Ni ;;r.-HARDWOOD BASE BOARD( W-I ) ? I Q SCALE: �: illi, b.• '0 AS NOTED SEALANT (CONT.) Ili,: MALL FLOORING BY T.G.G. i .b•• CARPET EXG. MALL FLOORING �, i° ) ( G-I }CARPET M STONE® TILE ® SHEET: CARPE ♦ ♦ ♦ �, "'� I I I I I r{�, „ „ „ F �. ♦ ♦ ♦ ♦ N. ♦ - -- STOREFRONT •may sem; SECTIONS STOR PRO IT BELT I CAA AT D I SPLA' W INIDOWI 0 ® ®1�1t SECTION! �' ISI C 1 ,�11Y ENTRANCE SCALE: 11/2" = I'—O" SCALE: I 1/2" = I'—O" 74 4 # 2 `;V -1///- / i i . ` ‘.,,,„ /// - _ 6 PN, Z( / A /7/7 , i — - / i --,,"`4 r / 5/a" TYPE 'X' ....; >�. .... ..... ..: ::::... � 5/8 TYPE X ... ...i r..i r.._:.:.. .............. .�°:.x:.,'r.. . .x,� DECK ABOVE 1 GYP. BD. TO EXISTING MALL BULKHEAD 'i DECK ABOVE 2'-5 1/2" r (TYP) (V.I.F) ALL STOREFRONT CONSTRUCTION SHALL (TYP) (V.I.F.) �t EXISTING MALL BULKHEAD BE SELF SUPPORTING FROM THE FLOOR EXISTING 3/4" ALUMINUM REVEAL `. r: AND STRUCTURALLY INDEPENDENT OF m EXISTING 3/4" ALUMINUM REVEAL '� ♦ :. . € MALL CONSTRUCTION / STRUCTURE. ' r4 STOREFRONT CONSTRUCTION MAY BE CONSULTANTS _ IJC _ "SCHLUTER-JOLLY" BLACK 0 I "SGHLUTER-JOLLY" BLACK 1 �� _--- BRACED HORIZONTALLY / LATERALLY cn TERRAZZO TYPE DIVIDER '' < TERRAZZO TYPE DIVIDER '' <' + + `�` + + + + +-+ 1 1;1 TO THE OVERHEAD STRUCTURE (NOT TO Project Management Design STRIP BY SCHLUTER SYSTEMS STRIP BY SCHLUTER SYSTEMS + + + + + + i +-+ € THE DECK) WITHIN THE TENANT'S SPACE. (800-472-4588) ,►;. (800-472-4588) ,i �'` - ' , 12035 Colwick 1 ,€. 1 San Antonio, TX 78216 ., `. ,r� .<E.\,_->- ,���a ago LLL - <:� tel. (210) 408-1860 ?'. ►,. / ,° fax 408-0273■ TENANT'S GENERAL CONTRACTOR SHALL k; ,`` VERIFY ANY STOREFRONT STRUCTURAL f (210) ti, 1.1.-u--1. BRACING WITH OPERATIONS PRIOR TO I. \ 1 INSTALLATION. --"'----.7. 0"/ w 1 STONE TILE FINISH 1 \ Nic,WA. • - OVER 5/8 DUROCK 1 1OUTLINE OF GRILLE - x` A A -I 5/8 TYPE 'X' GYP. D. TO �, / I I =' MALL SOFFIT ABO TYP) MOTOR BETWEEN ,`. I 2 1/2" METAL STUDS AT 16" D.G. FRAMING ON '` a J1Pv11t 1-• Off 1:'I=ItS 2 G.G. TO COORDINATE A GESS ,' 1 I - OPPOSITE SIDE 1 • 5'�Sf' ., + + I 1/2" TYPE 'X' GYP. BD. TO SIGN WITH SIGN VEND € ' + ii4`cRSf�LG1rYTEXAS . , _ - OF ENTRY (TYR) ,.' + + 010 I I \ I �� �� ►, i v u ce a e N ►+ I �1 `� 1 1 • U t-' ��_�\\ I � i STONE TILE FINISH( 5-I ►' - -- i •• 3 ti I , i (SEE SIGN DRAWINGS) I.. OVER 5/8" DUROCK 4 \ \ ♦ - + - i E ` �� �� 11 : 1 • Illy. I \+ +2. ® 5/8 TYPE X GYP. BD. ( P-I ) P-I i + + I r\ /i y2..z.,,, -` \ 5/5" TYPE 'X' N. P-2 , I + %,` o • I // L ---..1--, � L,. . _J GYP. BD. (TYR) ' I/4" TH. FURRING A5 REQUIRED ' o • MUSNOTE: CONTRACTOR 1. FOR FLUSH ALIGNMENT OF 1 .I I \+,,' MUST CHECK AND VERIFY ' 18 GA. METAL STUDS AT I6 D.G. - TILE AND DUROGK (TVP) b.` �ti - ALL DIMENSIONS AND FIELD �/ a� " i` , - CONDITIONS BEFORE DETER- y . �® TO STRUCTURE ABOVE I I _ ROLL-UP GRILLE P-2 MINING THE BID PRICE ANY -,+ + `` ♦ HO VARIANCE SHALL BE '*. + +; : /HOUSING REPORTED TO THE CON- S" �� 1 + �' A STRUCTION DEPARTMENT 'i I-1 I--I \�' ►, } I 1 = T/`+? +r,� + + IMMEDIATELY. NO EXTRAS I I 1 I ► »:w..;: 'I + + I + + WILL BE PAID FOR WORK ` : I I-ri I _____ I/4" x 1/4" QUIRK MITER (POLISHED) ' ` _ _ DONE DUE THE FAILURE OF I" x 4" F.R.T. HARDWOOD 1=-. ° 4'"� �� + + _ \ 1 �'-Tr�� y r` CHECKING THE EXISTING I TIS Ioq �� I I I m 1 (P-2) - CONDITIONS. :t WINDOW TRIM FINISH IO• I �\ I rr, - +_+_ 3/4" x 8 F.R.T. I LINE OF GYP. BD. 4" iiii ��� ��- .... HARDWOOD TRIM( W-I !I T 5/8" GYP. BD. PAINTED BLACK WITH RADIUS (TYP) I'' COSOFFIT BEYOND(P-2) '�s 1 W/ EASED EDGES 'STYLMARK' RECESSED (TYP) EXTEND TO TOP OF FRAMING TOP TRIM #110360 5/8" TYPE 'X' 1,, FINISH #218 BRUSHED GYP. BD. 5/8" TYPE 'X' GYP. BD. (P-2) t ° ,OUTLINE OF EXIT SIGN ~ STAINLESS STEEL FINISH P-2 �- �` t�; J (Tl'P. (TVP.) 0 3/4"x F.R.T. HARDWOOD TRIM® o T T WITH 4 1/2" RADIUS H 5/8 TYPE 'X' GYP. BD. 11 r :1 O FINISH P-2 i5 z ,511 (�I 2 3/4 31_011 IY TVP. ' << < - f .'r L r /- 3/4" F.R. PLYWOOD ' n, - CENTERLINE OF MOTORIZED € 0 (T•I•p) 1 /' I" x 4" HARDWOOD WINDOW TRIM FINISH( w-I ) 0 ROLL-UP GRILLE J • / W/ 4" RADIUS (TVP) tn l d WOOD CARVED SURFACEeip/ I I ♦ ♦ Q LEASE LINE I 5/811 TYPE 'X' MOUNTED LET rtRS (TYP) 3/4" x 4" HARDWOOD iv GYP. BD.(p-2) TRIMFINISH ( W-I ) bd d (TMP,) • - ARCH SPRING LINE (7'-10 1/2" A.F.F. y ff � �/72"/ 4' r� S ? / < ll'_" 1--3 f ° I 0 1 I' t ga °� 1T..1 PROVIDE F.R.T. BLOCKING AS EMM�� I i z I +0 '� "( REQUIRED FOR 25 LS. LIGHT r � o ua ;�'� � ,7.., m z FIXTURE AT TOP AND BOTTOM. ..., (;4 SEE SHEET A3 FOR FIXTURE, } 3 . m O Q SEE SHEET A4 FOR LOCATION. �' z _ z , 1- of z O 5/8" TYPE 'X' GYP. BD. BEYOND // tii 1-.: 414 .1. I- CO z Q } Q u 2 v 1- FINISH(P-2) - — - I/4" CLEAR TEMPERED \'3 I f I O `9 a_ i. U? a_ ,,,, / SLIDING GLASS DOORS IN - € N RECESSED TRACK (TVP) !i V1—` DISPLAY WINDOW HARDWARE r} '' r I 14 i1•' - ¢ I I 1 I" x 4" HARDWOOD WINDOW TRIM FINISH ( W-I ) � _ I I I Q Y �} .-.-,.-._,.- , WITH 4" RADIUS (TVP. #10 ) I �I / j I --__ : —. I € >- " - 5/8" TYPE 'X' GYP. BD.(P-2) (TYP.) 1 o r GRILLE PANIC RELEASE AT 3'-0" A.F.F. OUTLINE OF m < \: I r- (OPPOSITE SIDE OF GRILLE) FIXTURE o :t I 3 ° I ' BEYOND 6 LEASE LINE A 0 r_ I I CORNER BEAD (GFGI) .- --- \ e i J cl) / F ; I 0 Q m 1/2" CLEAR TEMPERED GLASS u /// - \ I I ; ° ' ` z I I O WITH BUTT GLASS JOINTS / 3/4"x F.R.T. HARDWOOD TRIM W-I � I € NOT TO EXCEED I/8" WITH WOOD DOORS AND TRIM ( W-I BEYOND WITH 4 1/2" RADIUS _ 1 o m ULTRA-CLEAR SILICONE (TYP) W/ PULL HARDWARE AND = = , o (GFGI) I LOCKS (OFGI). ROUGH 0 0 O O CTul OPENING BY T.G.G. i i (fi1 2_211 D / 511 21" / 5:1 COORDINATE SIZE W/ 'STYLMARK' RECESSED ® I MILLWORK VENDOR. / " ' ` , ' '� N BOTTOM TRIM #110361 I I/4�, ® I II - / / GRILLE KEY SWITCHES AT 18 A.F.F. A FINISH #218 BRUSHED (2) LAYERS 3/4" F.R. PLYWOOD CB (TYP) / ` ` , (OPP051DE SIDE OF GRILLE) STAINLESS STEEL (TYP) / }'- r ' -_-II I �LI - 111 x 4" F.R.T. HARDWOOD L J III A _ - 3 o I IL J I 0 Q WINDOW TRIM FINISH !� T ___� z WITH 4" RADIUS (TYP) ;r 1 5/8" UNISTRUT AT 16" O.G. ALIGN W/ STUDS BELOW 7I ?%`. `- 511 2'-211 J ° 5/8" DUROCK BACKER ' ? \ ( I DRAWN BY: DATE: u (TYP.) R - Q BEYOND OD BASE BOARD ( W-I ) GH R KED BY:IAU 10/ /18 `<I € ZzQ STONE TILE FINISH „0. ..,..„0. ..,..OVER 5/8” DUROCK s +-- ° � �: HARDWOOD BASE BOARD( W-I ) i £ / KB 10/22/18 q f Q SCALE: SEALANT (CONT.) a- MALL FLOORING BY T.G.G. O •6'• '6 • AS NOTED / CARPET I STONE TILE CARPET EXG. MALL FLOORING !� I ® :r. I Igm (� G1 FEET: .,, ,:<.: .y„„ �_I_ -\--\— STOREFRONT SECTIONS STOREFRONT SECTION AT DISL414ie WINDOW0 S�'® ®N� BCT f ®1� t I� CUJ1�M' Il�lt 41�1C SCALE: I 1/2” = I'-O" 2 SCALE: 1 1/2" = I'-O" A4 .,. - RI TICA1. PARTITION 'HYPES TYPIC 1::)001;Z TYPES 1:;(001R SCHEI:)L.41.E Wi STRUCTURE ABOVE. NO SIZE MATERIAL HARDWARE NOTES NO CONNECTIONS T-q 3/4" (GUIDE TO GUIDE) DIA 1-1 3/4" X 10'-O" ROLL-UP METAL GRILLE F, G (I) REQ'D. - MOTORIZED (COMPLETE IN/ SWITCHING $ EMERS. RELEASE) CONSULTANTS TO DECK ABOVE ALLOWED. 1. t DIB 7'-q 3/4" X 10'-O" ROLL-UP METAL GRILLE F, G (I) REQ'D. - MOTORIZED (COMPLETE W/ SWITCHING 6 EMERG. RELEASE) _ D2 3,1_01- )(3/14.....0" '-OX 7'-O" )(10'1-03/"4"1314" DECORATIVE SOLID GORE WOOD K INTERIOR - DECORATIVE - SLIDING POCKET DOOR Project Management * Design 1......1 FIRE CAULK • - • r~-1- G.G. TO PROVIDE HARDWARE - NO LOCKS 12035 Colwick HEAD 1AS REQ'D • s- - 3,-0„ 3'-0" D3 3'-O" X T-0" X 13/4" SOLID GORE WOOD PREFINISHED 5, D PASSAGE - FLUSH (EXISTING) San Antonio, TX 78216 CASING BEAU AT = / / / tel. (21 0) 408-1860 EACH SIDE 4 SEAL ,�,� �„ H `���� "y /5" D4 3'-0" X 7'-0" X i 3/4" GALV.STEEL,PAINTED B, E, H, J (EXISTING) I HR. RATED fax (210) 408-0273 ir �' .,1\ 8 10 s UDS IS GA. MTL. (y A6.o A6.o i-I ARDUARE NOTES : NOTE : r. PLANIIIIIII _ A. TOI 4 BOTTOM r'IVOT I IINCCS W/ I IARDWARE A5 ;ELECTED BY TENANT. E. REUSE EXISTING HARDWARE. EXISTING CLOSER AND PANIC BAR/ ,{ 5/8" GYPSUM WALL / 14 '" in rORt1 AND SURI"AGCS. SCXhNT DOOR PULLS MODEL ftS)(1-110011 W/ rff DETER PANIC ALARM/LOCK RELEASE HARDWARE TO BE REUSED. ; 11 Y SIM. / 51M. FINI'LI I. 15" CENTER TO CENTER / 24" OVER ALL LENGTH. (2 REQUIRED G.G. TO REFURBISH AND REKEY AS REQUIRED. G.G. TO PROVIDE -; ` - e _ PER DOOR) (Gi"GI) NON-REMOVABLE HINGE PINS IF NOT EXG. G.G. TO PROVIDE A ; ~ JIM L POWERS - MOISTURE RESIST. it 8 O 10 180 DEG. AT 60 A.F.F. IF NOT EXISTING. G.G. TO PROVIDE ./ •,•,. SILL GYP. WALL BD. A6.0 / A6.o LE I I CRING TO RELABEL DOOR FOR "NA HOKU" WITH `" B. 3 FULL MORTISE BUTT HINGES W/ SATIN CHROME FINISH. (GFGI) AT WET AREAS u- u 'NY' SPACE NUMBER AS CURRENT TENANT PER LANDLORD REQ`MTS. li(it``RSCL CITY TEXAS ,',I 1 1_ IL A ii ��t,,�`a G. LEVER f'1\fAGC ICT VU CTRIKC AND GATIIt GI'ROM iC 1"INIGII. (GfiGI) Ik - LU 6'-6" (TRIM/TRIM) ° n�'a Tl IC LEVER or LEVER ACTUATED LATE E OR LOCKS SHALL DE CURVED >✓HITI I A F. KEYED CYLINDER LOCK ON OUTSIDE, THUMBTURN LOCK Il c. [ ce30 11-: cz6'-5 1/4" (CLEAR OPENING) / RETURN TO WITI IIN 1/2 INCE I or TI IE DOOR TO PREVENT CATO!IING ON TI IE ON INSIDE. t'1 ):OV-C) • IHR. RATEP u, _ 0 CLOTHING OF PEI-ONS LURING EG-KESS. UL-#4b5 O — NOTE: _ ,,�-2 1/2" _ / G. PROVIDE SIGNAGE ON INTERIOR BOTTOM RAIL: "THIS DOOR TO p BOTTOM RAIL OF ROLL-UP GRILLE Q ,� Q y \\ _ D. LEVER PRIVACY LOGKSET W/ STRIKE AND SATIN CHROME FINISH. (CFO) CAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED." !1_ TO BE FINISHED BLACK TO MATCH THE LEVER OF LEVER ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A H. CLOSER W/ SATIN CHROME FINISH. (CFO') Q GRILLE POCKET FINISH. GRILLE �'`\ RETURN TO WITHIN 1/2" INCH OF THE DOOR TO PREVENT CATCHING ON THE CASING STRUCTURE ABOVE. GUIDES AND CURTAIN TO HAVE \ CLOTHING OF PERSONS DURING EGRESS. J. I HOUR RATED ('B' LABEL) BEAD 4 NO CONNECTIONS TO AN ALUMINUM MILL FINISH. - a SEAL DECK ABOVE O Q \\ K. H.D. SLIDING POCKET DOOR HARDWARE: RAFFLE NAWA NOTE: C.ONTRAGTOR ALLOWED, m N A m \ JUNIO 801E (GFGI) W/ ACCURATE #2000 SPRING LOADED MUST CHECK AND VERIFY mmomp ` \\ ALL DOORS SHOWN MAY NOT BE USED ON THE EDGE PULL (5.5. FINISH) AND (2) N2002B FLUSH PULL TRIM ALL DIMENSIONS AND FIELD PROJECT, REFER TO FLOOR PLAN. CONDITIONS BEFORE DETER- \ - (SATIN CHROME FINISH) (CFO') MINING THE BID PRICE. ANY HEAD � _ N v v VARIANCE SHALL BE 1 - STD'' ',DNT I�C SP1..,4Y �OCI(INCA 5�.f t�11� GI-ASS DOOR vP C I I�i,4T I DMS: CON- STRUCTION DEPARTMENT II ROLL-UP GRILLE(S) WITH 2 1/2" OPENINGS WITHOUT LEXAN INSERTS FROM SOLID CORE WOOD, PREFINISHED WHITE DOOR IMMEDIATELY.NO EXTRAS NA HOKU'S GATE VENDOR. DOOR SHOP DRAWINGS SHALL BE SUBMI i I i=D TO FRAME SHALL 'TIMELY' COMMERCIAL ROLLING GLASS DOORS TO BE 'HAFELE' LABORA SLIDING GLASS DOOR FITTING OR EQUAL., COMPLETE WITH 1/4" CLEAR TEMPERED PLATE WILL BE PAID FOR WORK CEILING AS PREFINISHED METAL - COLOR WHITE GLASS, TOP AND BOTTOM TRACKS WITH RUNNERS. EACH GLASS PANEL SHOULD HAVE A MINIMUM OF 3 RUNNERS. ALL METAL TO HAVE A DONE DUE THE FAILURE OF SCHEDULED DONOVAN AGOR AT NA HOKU, INC. PRIOR TO FABRICATION AND INSTALLATION. r.JDLI� CORE BRUSHED CHROME FINISH TO MATCH THE STOREFRONT DOORS. G.G. SHALL SUBMIT SHOP DRAWINGS TO THE TENANT AND DESIGNER FOR CHECKING THE EXISTING iiiAPPROVAL PRIOR TO FABRICATION AND INSTALLATION. DISPLAY CASE LOCKS WILL BE OF01 (ALL KEYED ALIKE - PROVIDE (10) KEYS. CONDITIONS.GRILLE COFOI) DECOR�4TIVE (DI:GI� aOLIt� CORE PLUSH (Ex-G.) DISPLAY WINDOW HARDWARE WILL BE 'KENSTAN'. CONTRACTOR'S GLAZIER SHOULD FURNISH AND INSTALL THE HOUSINGS FOR THE DISPLAY eROLL-UP NO SCALE G.G. TO COORDINATE ROUGH-IN AND D2 NO SCALE D3 NO SCALE WINDOWS. OWNER WILL SUPPLY AND INSTALL THE CORES FOR THE DISPLAY WINDOWS. HOUSINGS SHOULD MATCH 'KENSTAN' GORE INSTALLATION WITH OWNER'S GATE VENDOR. CORIA7-OSSCNNYNN. 3 5/5" 18 GA. CEILING AS MTL. STUDS SCHEDULED III 5/5" GYPSUM 31-'0" SEISMIC //rr //�� /� I I ALL INTERIOR FINISHES SHALL BE A MIN. CLASS 'III' INTERIOR FINISH. WALL I I V 1� I 0 C I I NCS I N I * 4 C 1�V! FLAME SPREAD RATING 16-200 / SMOKE DEVELOPED 0-450. BUILDING IS FULLY SPRINKLERED SILL I I --MOISTURE RESIST. S �� / CODE ITEM AREA SPECIFICATION I I ' GYP. WALL BD. / AT WET AREAS / SECURE SUPPORT WIRES TO (ACT-1) ACOUSTICAL BREAK WORK AREA ARMSTRONG CORTEGA #76q-(WH) CEILING TILE; j j' STRUCTURAL STEEL MEMBERS GFGI CEILING 24" X 48" X 5/5", COLOR WHITE GLASS A / SUSPENDED CEILING SUPPORT TILE (FLAME SPREAD 25 OR UNDER) PRELUDE 15/16" / TO MEET GISGA AND IBC ABOVE - NOT TO ROOF DECK EXPOSED TEE SYSTEM COLOR: (WH) WHITE O NON RATED / MINIMUM REQUIREMENTS ICBO#4357 ° 12 GA. VERTICAL HANGER WIRE ( B-I ) RUBBER BASE TOILET ROOM, WORK AND BURKE - MERGER VINYL WALL BASE - TYPE TV / COMPRESSION STRUT REQUIRED BREAK AREAS 6" H. COVE BASE - COLOR: 101 BLACK AT EACH SEISMIC RESTRAINT GFGI STRUCTURE ABOVE. �'� 12" EACH WAY AND WITHIN ® CARPET 4 PAD SALES AREA G.G. INSTALLED SETTING MATERIALS, TRANSITION NO CONNECTIONS TO f G:� GENERAL (C�[Q�L,IN NOTES SS b-O OF EACH WALL OFGI CARPET: OFGI - 2'-O" REPEAT STRIPS AND PAD SUPPLIED AND INSTALLED BY G.C. DECK ABOVE Q \ PADDING: GFGI PADDING: SPONGE CUSHION, INC. - LUXURY STEP - ALLOWED. T- \\ (4) 8 GA. SPLAY WIRES - SPLAYED BVOIOO - 120 OZ. / 21 LB/GF DENSITY - SYN RUBBER I. SPRINKLER CONTRACTOR SHALL VERIFY ALL LIGHTING,SOFFITS,ETC. q0° FROM EACH OTHER AND 45° MAX. ��,,�� PROJECTINGIZOAL BENEATHDVERTICALTHE DISTANCES CESPLANE ANDEACH CONFORMITO MINIMUM . � FROM CEILING PLANE (10'-0" 0.C) FRP ) FIBERGLASS TOILET ROOM WALLS KEMLITE GLASBORD W/ SURFASEAL PROTECTIVE \ HORIZONTAL AND DISTANCES FOR SPRINKLER HEAD. \ 41 ° ,0RE-INFORCED (COMPLETE WITH TOP / SIDE / FINISH CLASS 'C' WALL PANEL HEAD 2.ALL CEILING CONSTRUCTION,DEVICES,FIXTURES,ETC.SHALL BE SUSPENDED 4 GFGI \ FROM JOISTS AND/OR BEAMS ONLY-NOT FROM DECK,PIPING,OR �' PLASTIC, AND CORNER TRIM A5 REQ'D.) COLOR SELECTED BY OWNER CEILING AS SCHEDULED \ EQUIPMENT ABOVE STORE FRONT CEILING SHALL BE FLOOR SUPPORTED. (SOO) 435-0050 OR (815) 461-5600 r; l��� �" $.CEILING INSTALLER SHALL INSTALL FOUR(4)WIRE BANGERS FOR EACH ./ CROSS I)=t - \ LAY-IN FLUORESCENT LIGHT FIXTURE,COORDINATE W/ELECTRICAL /' P I , PAINT SALES AREA CEILING ICI 151524 fi' \ CONTRACTOR. INSTALL PER LOCAL SEISMIC REQUIREMENTS IF REQ'D. /' <: ? 3 5/8" 18 GA. \ 4.T.G.G.TO SUPPLY ACCESS PANELS AS REQUIRED IN ALL HARD SURFACE CEILINGS. /• GFGI (ONLY AS INDICATED ON PLANS) MP#72BB O?/288 -"''���MTL. STUDS ♦ \ 5.VIDEO MONITORS ARE 1�2 TO BE ATTACHED TO THE ROOF DECK. ./ '� PHANTOM BLUE ''"" >fiz: �_ -5/5" GYPSUM WALL FINISH: FLAT �► OW METALDOOR DRYWALL Mi Il G°,�L 0 r ` ' 0 I8 GA. HOLLOW C[OLO NOTES P-2 PAINT GENERAL WALLS THROUGHOUT ICI 782 , i i (INSULATED) AND 16 GA. PRESSED "� `► GFGI DOORS, TRIM AT WORK MF'# 45YY 83/1156 , �(� CD IX I. PERIMETER WALL ANGLE SHALL BE I I/2"x I I/2"20 GAUGE. BREAK AREA, AND SOFFIT FINISH: EGGSHELL @ WALLS w 11 z m 0 ,,�-._ MOISTURE RESIST. METAL FRAME, ALL GALVANIZED, CULTURED PEARL EGGSHELL 0 DOORS 4 TRIMS -a :::., SILL GYP. WALL BD. MAIN RUNNER �- s . AT WET AREAS FACTORY PRIMED AND PAINTED I-- pa Q WITH 2 GOATS ENAMEL Acoustical Grid System �PL-I ) PLASTIC SHELVES AT WORK AREA FORMICA © �, ,� Z_ `( I GFGI LAMINATE (BACK OF HOUSE ONLY) #q4q-55 WHITE W t ,x - U METAL PLUSH CEXC�.) j FACE OF WALL SCALE:N.T.S. FOR ACOUSTICAL CEILING TILE (GFGI) FINISH: MA I I t a NON RATED �`� NO SCALE #7276-58 CONCRETE STONE tS) EL MIN.*12 GA. HANGER HIRE FINISH: MAI 1k STRUCTURE ABOVE. 110 ' ANCHORED TO PERIMETER WALL ATTACHMENT TO GRID MAY BE WITHIN 5" FROM THE SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ® STONE STOREFRONT WALLS SPECIALTY STONES OFGI #KB6! NO CONNECTIONS TO OFGI (OFGI) BLUE MIRRORSTONE, POLISHED WALL,BUT THE HALL ATTTACHMENT ABOVE - NOT TO ROOF DECK II 3/4" X II 3/4" X 1/16" - (214) 381-8405 DECK ABOVE HIRE MUST NOT EXCEED A LATIGRETE PERMACOLOR SELECT GROUT ALLOWED. 1 1/6 SLOPE (10 DEG) EITHER COLOR: 4S45 RAVEN (BUTT JOINT TO 1/16" JOINT) Isom 1 FIRE CAULK LOCATION ACCEPTABLE 8 GA. VERTICAL HANGER HIRE HEAD AS REQ'D j 6 MIN.#12 GA.HANGER WIRE AT ® ANGELICA RUSTIGO (OR SIMILAR) 4-O O.G. EACH WAY WITHIN FL00R TILE ENTRY FLOOR 6 �I EACH CROSS RUNNER OR MAIN 6-O OF EACH HALL GFGI (GFGI) TRAVERTINE "HONED AND FILLED" CASING BEAD AT RUNNER ANCHORED TO STRUCTURE IS" X IS" X 7/16 (SUBMIT SAMPLE FOR APPVL,) LATIGRETE SANDED GROUT x (OR EQUAL) ABOVE. NO CONNECTIONS TO 1 5/8" Ib GA.BLACK �� EACH SIDE � SEAL COLOR TO MATCH TILE (I/8 JOINTS) MTh. STUDS '-0 O MI 6" ØtMIN. " DECK ABOVE ALLOWED. IRON FRAMING AT 4 " 111 �- VERIFY GA. IN FIELD / REFER TO DETAIL (SEAL) SEALER PENETRATING SER AT 5-2 MIRACLE SEALANTS GO. 511 IMPREGNATORFOR ADDITIONALTRAVERTINE FLOORPLAN MANN oR GROSS GYP.BD.FRAMING GFG1 SOURCE: MIRACLE SEALANTS GO. ui 518 GYPSUM WALL RUNNER MA I EttIALS iY I 'lll� (626) 814-8888 < ® VINYL TOILET ROOM, WORK 4 BREAK ARMSTRONG IMPERIAL TEXTURE O O r / COMPOSITION AREA FLOORSSTANDARD EXCELON 51810 WASHED LINEN in- m I MOISTURE RESIST. .. GFGI TILE 12" X 12" X 1/8" PO SILL IGYP. WALL BD. \eEN:iNN/i �,,_ I AT WET AREAS 45dzi I1 .\ ile ® WOOD DOOR BASCDOARDS, WAINSCOTS, STAIN TO MATCH SAMPLE �O O E SPACER BAR OR OTHER SUITABLE SEE OFFICE DOORS, DISPLAY GASES, a w SYSTEM,TO KEEP PERIMETER \`` frill . NOTE E GAFF{ WRAPS* NOTE: ALL EXTERIOR HOOD SHALL Q - ° "NOTE: DISPLAY GASES INCLUDING HAVE 'MARINE FINISH'. w C APART. ALL SPLA NGLIJD COMPONENTS FROM SPREADING 45 I HR. RATED S" MAX (REQUIRED REGARDLESS OF LEDGE CASE GLASS 15 OFGI. ALL OTHER lj w © WIDTH) TRIMS, WOOD DOORS, MILLWORK 4 — A A UL-#465 / �., to �I FINISH CARPENTRY I5 TO BE OFGI. \ I I/2" X I I/2' 20 GA.HALL ANGLE / >s . (4)-5(4)08 GA. SPLAY HIRES - SPLAYED � •� O *5 x I" SHEET c10° FROM EACH OTHER AND 45° MAX. p METAL SGREW5 INTO FROM CEILING PLANE I TERMINAL END TREATMENT WITH STUDS AT ib" MAX. �� 20 GA. HAT CHANNEL FURRING Ib" O.G. SUPPORT LEDGE LESS THAN 7/8" .,,• SECURE TO 1 5/5" BLACK IRON DRAWN BY: DATE: FRAMING WITH MIN. 8 GA. WIRE CHECKED BY: DATE: Seismic Wall Angles ICBG #4357 Drywall Grid System MJ8 10/22/18 S C-'-'S2 SCALE: 1 SCALE: N.T.S. SCALE:N.T.S. FOR GYPSUM BOARD CEILING AS NOTED CI IEET: FINISH / DOOR SCHEDULES 1 o �� I 4 7/8" I 4 1/8" 3 5/8" MET. STD .. t f V ,, --- DOOR AT 16" O.G. 5/8" TYPE 'X' P `I• 3 5/8" MET. STD GYP. BD. B/S AT IS" O.G. 1111 I/2 VINYL REDUCER l I G-1 CARPET STRIP - BLACK - BY 3/4" x 2 1/2" WD. / 3/4" x 4" HDWD. TR1M PAD FLOORING INSTALLER TRIM, STAINED TO >< w/ 1/4" R. EDGES 5/8" GYP. BD. CONSULTANTS MATCH FRONT SIDE �/ � i V.G.T. (VCT—I) , cv PAINTED p_2 Project Management * Design 3/4" THK. ` I�� ► (TYP.) 1L.._.„. _I1II11II I11I HDWD. FRAME I W—I j ," , �� 12035 Colwick METAL JAMB San Antonio, TX 78216 PAINTED P-2 N tel. (210) 408-1860 \ ' 13/4" SOLID CORE DOOR (TYP.) •\ fax (210) 408-0273 C A T TO l� .0.t. (/ HDP. VENEER (6) SCALE: NONE REAR OF DOOR STAINED r- GORE SOLID A TO MATCH FRONT SIDE �--- - r- 1/2" x 2" RECESSED 1 DOOR P-2 t '`� DESIGN W—I ) 6" GREY I/8" GROUT NL MARBLE JOINT (TYP.) :>, JIr L. POWERS _ FOR CEILING SUSPENSION: USE IS GA. BLACK IRON AT 4'—O" O.G. SUPPORTED BY HEAD (JAMB SIM.) HEAD (JAMB SIM.) THRESHOLD 1� � � �2 8 GA. WIRE AT 4'-0" O.G. AND 20 GA. HAT CHANNEL AT IS" O.G. EXISTING (ADA EXISTING v.MVEFSAL O'1TY TEXAS 6, FOR SOFFIT SUSPENSION: USE 20 GA. 3 5/8" METAL STUDS AT 24" O.G. SECURED I " CERAMIC COMPLIANT) CERAMIC .. BY 2 #8 PAN HEAD SCREWS AT Ib" O.G. GORE DOOR . . _, ....„T. 1:=. OF 0-‘0} 3/4 SOLID TILE TILE.i . .. / t �' I6-.C§) ` APROVIDE SUPPORT 1 . ABOVE DROPPED SOFFIT THRESHOLD THRESHOLD EXG. CONCRETE SLAB I NOTE: ALL FLOORING TRANSITIONS TO BE FLUSH 4 LEVEL. A A A A . DOOR ' i I 10101;Z 1 T 41 NOTE: G4NTRAGTOR 1--C4 4 J AM a IM_) ( H 4� 4 J i M SIM.) 1�l�,R L T SH O L MUST IMEGK AND VERIFY _ -- ALL DIMENSIONS AND FIELD t r 7S �, , " 1 " � �: NOT TO SCALE CONDITIONS BEFORE DETER- SUSPENDED GYP. BD. SGr4LE: 3 = I -O SCALE: 3 = I -O MINING THE BID PRICE. ANY �� VARIANCE SHALL BE CEILING AT Il -6 A.F.F. REPORTED TO THE CON- STRUCTION DEPARTMENT IMMEDIATELY. NO EXTRAS WILL BE PAID FOR WORK DONE METAL TRANSITION STRIP— CLOSURE LINE CHECKING THE EXISTIE THE INNG� CARPET PAD TO MATCH BRUSHED CHROME (TYP) CONDITIONS. � ® I/8 GROUT JOINT 1/8 THK. ST. STL. 3/4" HDWD. GAP FULL BULLNOSE ANGLE—SHAPED MIN. DIMENSION r STONE TILE OUTLINE OF I" x 4" HDWD TRIM W/ 10'-0" . ,,.. 1/8" GROUT JOINT (TYP) A.F.F. ® MALL TILE 1/4" R. EDGE BELOW GAP TENANT STONE METAL -' � `: TILE 5-2 n.. . .....„1 1/4 ROUND TRIM AT TRANSITION o \�..� � . .. i; FROM MIRROR To WODD CORNER EADS �'' z 1 1/2" METAL STUD (TYP,)NOTE: ALL FLOORING EXISTING STRUCTURAL TUBULAR VARIES, SEE REFLECTEDTRANSITIONS TO BE STEEL COLUMN - / i NOTE: ALL FLOORING q CEILING PLAN FLUSH 4 LEVEL. TRANSITIONS TO BE FLUSH 4 LEVEL. 5/8" TYPE 'X' GYP. BD. (TYP) C) O IAl TIL TO Fi T TI L F TO TILE MTL. CORNER BEAD (TYP.) SCALE: I I/2" = I'-O" I SCALE: NONE S NOT TO SCALE 1/4" TH. CLEAR PLATE GLASS MIRROR :GH EF (TYP.) Plan SCALE ; 1 1/2" = 1'-0" ,..:„,, NOTE: ALL TRIM VENEERS ® TYP. CEILINGHEHT VARIES �� r l' \ BOTTOM OF BOTTOM OF / ['`'' DONT. MTL. TOP RAIL STRUCTURE STRUCTURE [. _,_\"2__I ___\/I_ \ _s 0 f� • ANY COLUMN AT CASEWORK rr -I fti:t LINE TO BE GLAD WITH MIRRORUNLESS 4 S J• .` ADD A OTHERWISE4 RO ND WHERE E in O !'.7-- 3 • . .. ... ..- ••- .. ,.. _,: - MIRROR MEETS CASEWORK. F. O m Q Q W L. 113,/ SUSPENDED GYP. BD. 1/4" TH. CLEAR PLATE O CEILING (OR ACT) t! t0 0- = SUSPENDED GYP. BD. GLASS MIRROR (GFGI) ", 5/8" TYPE "X" GYP. BD. ON CEILING (OR ACT) FACE OF WALL 35/8" x25 GA. MTL. STUDS AT Ib" D.G. BOTH SIDES TO MIN. 6" ABOVE CEILING LINE1/4 ROUND TRIM AT I 1 I • '_2" 3/4 HDWD. CAP TRANSITION FROM , • , tFULL BULLNOSE MIRROR TO WOOD I • i NOTE: I i ALL TRIM 4 VENEERS, 1^1-1 ) TYP. I , 3/4" HDWD. GAP FULL BULLNOSE 1 I 1m 5/8" TYPE "X" GYP. BD. ON O 3 5/8" x 25 GA. MTL. STUDS r I" x 4 HDWD TRIM K I L AT Ib" O.G. BOTH SIDES TO W/ 1/4 R. EDGE I x 4 HD TRIM W/ La a BOTTOM OF 1/4" R. EDGE STRUCTURE • MIN. b" ABOVE CEILING LINE C- - 1/2" x2" HDWD. TRIM W/ 1/4" R. oEDGE OR CHANNEL (CONSULT 0I 1 O BRACING WIRES IN 6" THK HDWD. BASE BD. : o 1/2" x 4" HDWD. TRIM O` I m FOUR DIRECTIONS AT ATTACH RUNNER TRACK TO NI/EASED EDGE MITER W/ 1/4" R. EDGE N OWNED z I j EACH PARTITION AT CORNER, TYP. m AT 48 O.G. MAX. m 4 CEILING GRID @ 32" O.G. < 1 ATTACHMENT POINT -i 1 zz m f4. 1/4" THK. HDWW D. VENEER PLYD. OVER I/4" THK. HDWD. VENEER PLYWD. L O j-> EXISTING CONCRETE f 12" THK OVER I/2" TH. PLYWD. . PLYWD. O 4 4 FLOOR SLAB 1 3 5/8" x 25 GA. RUNNER 6" THK HDWD. BASEBD. W/ ` _ q I K ' ' FINISH FLOOR TRACK RAMSET AT 32" O.G. ~ �, EASED EDGE a� AS SCHEDULED /..T, b" THK HDWD. MITER AT CORNERS, TYP. 4 4 , J� BASEBD. IN/EASED EDGE Z3 1 Q SUSPENDED GYP. BD. ,: r MITER AT CORNER, TYP. 4 5/8" TYPE "X" GYP. BD. ON , • 01 I I z CEILING (OR ACT) F.F.L. • T F.F.L. F.F.L. 3 5/8" x 25 GA. MTL. STUDS / / $ �` AT I6 O.G. BOTH SIDES TO DRAWN BY: DATE: MIN. 6" ABOVE CEILING LINE USE CUSTOM CASEWORK FILLER YVRU 10/11/18 BELOW MIRROR AT LOCATIONS WHERE COLUMN ENCLOSURE 15 CHECKED BY: DATE: ADJACENT TO DISPLAY CASEWORK. MJE3 10/22/18 Elevation SCALE: I I T I OI SCALE : 1 1/2" = 11-0" AS ' 0" S NOTED �. , , IB IC , INTERIOR , I I O'� 0W 4 I NI S C O T SECTION C®ImUMI\I I MISCELLANEOUS DETAILS 1 SCALE: I 1/2" = I'-O" SCALE: I 1/2" = I'-O" SCALE: 1 1/2" _ !'-O" SCALE: 11/2" = I'-O" ctItt vp4v S S1 EM (Existing to remain) MECH NICA UJORJC W-- SPIN-IN FITTING W/ SCOOP. I. THE MECHANICAL CONTRACTOR SHALL BECOME FAMILIAR WITH THE PROJECT PRIOR '7-I EXISTING FAN POWERED VAV BOX UNIT TO REMAIN. TO SUBMITTING A BID. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION TITUS MODEL #PTQS ® 500 GFM. OF THE NAHOKU PROJECT MANAGER PRIOR TO BID. ROUND METAL DUCT (LENGTH AS REQUIRED) 2. PROVIDE A TEST 4 BALANCE REPORT AFTER ALL CONTRACTOR WORK IS COMPLETE RSW CONSULTANTS EXISTING FAN POWERED VAV BOX UNIT TO REMAIN. BY AN INDEPENDANT CERTIFIED TEST 4 BALANCE CONTRACTOR APPROVED BY L.L. ET13-D TITUS MODEL #PTQS ® 1500 CFM. Project Management * Design - ROUND FLEX DUGT (ABOVE CEILING ONLY) 3. M.G. SHALL PROVIDE A GDMPLETE MAINTENANGE GHEGK ON THE EXISTING FAN POWERED 12035 Colwick (NOT TO EXCEED 5' LENGTH) VAV BOXES. CHECK ALL BELTS, LUBRICANTS, PIPING, FILTERS, ETC. AND PROVIDE NEVI San Antonio, TX 78216 REFER TO "MECHANICAL WORK". ONES AS REQUIRED. tel. (210) 408-1860 SUPPLY AIR DIFFUSER W/ ROUND NECK 4. M.G. SHALL CHECK THE EXISTING SUPPLY, RETURN AND EXHAUST DUCTS FOR ANY LEAKS IIVI- AND OPPOSED BLADE DAMPER. AND SHALL REPAIR SAME. RE-USE EXISTING DUCTS AND TAPS IF POSSIBLE. �+ I II}}��}}�� I Imo+ /� I 5. M.G. SHALL PROVIDE NEW AIR DEVICES, BOTH SUPPLY 4 RETURN AS SPECIFIED. '�� ,,,�"� �7�rlPPI.: T 4 I IR 1;;U ER DETI L, AIR DEVICE SCH E LH_E GLEAN ALL EXISTING AIR DEVICES TO LIKE-NEW CONDITION. �. h .-- '° NO SCALE r "fir OEXISTING SUPPLY AIR DIFFUSER TO REMAIN. 6. M.G. SHALL RELOCATE THERMOSTAT AS SHOWN ON THE PLANS AND MOUNT AT 48" A.F.F. e ,_w.f"d,.. , x CLEAN TO LIKE NEW CONDITION. 7. AT THE COMPLETION OF THE PROJECT THE MECHANICAL CONTRACTOR SHALL " 2 --/fLI: '�L.POWERS ,. EXISTING RETURN AIR GRILLE TO REMAIN. ANEW, GLEAN SET OF FILTERS. "- 'y """ OUtSII R C,�LCUL�4T I ONS O ' CLEAN TO LIKE NEW CONDITION. �' ,I,''-n 6 ~ 8. M.G. SHALL VERIFY THE EXISTING TOILET EXHAUST SYSTEM IS IN GOOD WORKING ORDER Ji, j ,,, 12" X 12" 4-WAY SUPPLY AIR DIFFUSER AND IS GLEAN IN A LIKE-NEW CONDITION OR SHALL REPAIR TO SAME. `' ig>1 �°4 AS PER INTERNATIONAL MECHANICAL CODE C ; ms's C W/ ROUND NECK 4 OPPOSED BLADE DAMPER. f:d+t' Vbz=RpxPz+RaxAz TITUS #TDC, BORDER TYPE I, AIR PATTERN *A4. Vbz=(7.5)(23)+(0.12)(1480) Vbz-350 O W/ ROUND NECK SUP OPPOSEDPLY AIR DBLFADE DAMPER.USER e I I�i WO MINIMUM OUTSIDE AIR = 350 GFM TITUS #TDG, BORDER TYPE I, AIR PATTERN *A3-2. SCHEDULED OUTSIDE AIR = 350 GFM I. THE GENERAL CONTRACTOR SHALL EMPLOY A CERTIFIED SPRINKLER CONTRACTOR O18" X 18" RETURN AIR GRILLE. !" X I" X I" APPROVED BY THE LANDLORD TO DESIGN 4 INSTALL HEADS AS REQUIRED BY LAYOUT CUBE GORE CONSTRUCTION (EGG CRATE). IN ACCORDANCE W/ NFPA 13, LIFE SAFETY 101 4 ALL APPLICABLE LOCAL CODES, INCLUDING FBP-I = aO CFM TITUS MODEL *50F, TYPE I. MALL REQUIREMENTS 4 INSURANCE CARRIER. NOTE: CONTRACTOR HECK AND VERIFY = 260 CFM - 2. THE SPRINKLER CONTRACTOR SHALL PREPARE A SET OF SHOP DRAWINGS FOR REVIEW ALL DIMENSIONS AND FIELD BY THE CITY, OWNER AND L.L.'S INSURANCE CARRIER PRIOR TO BEGINNING ANY WORK CONDITIONS BEFORE DETER- AS REQUIRED BY THE CITY if LANDLORD. HYDRAULIC CALCULATIONS AS REQUIRED. MINING THE BID PRICE. ANY VARIANCE SHALL BE 3. ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE HEADS. REPORTED TO THE CON- STRUCTION DEPARTMENT 4. THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE DESIGNED FOR ORDINARY GROUP 2 IMMEDIATELY. NO EXTRAS HAZARDS, NOT LESS THAN 0.20 GPM PER SQUARE FOOT OVER THE MOST REMOTE WILL BE PAID FOR WORK DONE DUE THE FAILURE OF 2,500 SQUARE FOOT AREA. CHECKING THE EXISTING 5. ALL PRODUCTS SHALL BE F.M. APPROVED. CONDITIONS. 0 NEW FULLY RECESSED SPRINKLER HEAD W/ WHITE COVER X X = DENOTES EXISTING SPRINKLER HEAD .T_ ______ _ _ ,. 1._ 30C _J( / •. - - �:" ' M — , -- _...i I I _ _ ,ii iI ono I / ti_ _ �\ \\ NEW FULLY—RECESSED TYPE SPRINKLER HEAD I —.0. / / \ 250 GFM II W/ COVER TYPICAL FOR ALL HARD CEILING W / / \ \ O© (� LOCATIONS. REFER TO "SPRINKLER WORK". // # / \ I I (WHITE COVER PLATES) i / \ r // 250 CFM O I�� 1 I A I ( 1 1 4 ! 00 A Al I 1I lyl y %,, I _ - - - © I hQ ,-; iDL �n fIF NEW ION) .0. 4- 1,1 w 250 GFM ` / # \ . I , 1 � `�� L I- T ,.-1SALES AREA / I I • \,— \N\�\ // ------ EXI'MALING �� - - - - - - / /- - L L i ', Z ( O I - \jam\ - VAV BOX r- \ - - - - ` EXIST�4 MALL C�UGT- - I �E�ILU :N 0 co Q A \ / �� \ \ \ v I- Iz1uJ \ I-LIZ T 0 1— • • CL 0 _._.... I = 1 I-i7 � - I C ENER4L MECI-l�4NIC:4L NOTES : [� 3 • EXE. I X 0NEW 10"� I I \ I /": I 1 1 I. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS P�AGf` Rt `iiiihhh. 250 CFM I I 1 250 GFM (� _ I I PRIOR TO SUBMITTING A BID. EXISTING 1OI I I O O© -CII I Y I --- J - 00 EXISTING f 1 I A I I 2. ALL ROOF WORK 4 PENETRATIONS SHALL BE PERFORMED BY / T - - - - CM-2I z I I . z 1Z 1 THE LANDLORD'S APPROVED ROOFING CONTRACTOR ONLY, AT Q \ e I 1 1 • THE TENANT GENERAL CONTRACTOR'S EXPENSE. EXISTIN MALL DUGT \ I I I / p - -� I i 3. REMOVE ALL UN-USED DUCT WORK, DO NOT ABANDON - T 1-- � — � - � 'J I IN--PLACE. CAP 4 SEAL ANY UN-USED TAPS, FIELD I \ / I EXISTS SUPPLY / EX LU Z // Irill COORDINATE REQUIREMENTS PRIOR TO BID. m 150 pp A Q© cv I ` T �\ -J 'Lr / ....- .. :--- 4. ALL DUCT WORK TO BE METAL - NO FIBER BOARD I H I / \ - 7 H - - y \ \---- - I = I ' / Ivl 5. SPRINKLER HEADS IN SALES TO BE FULLY CONGEALED TYPE. 4 \/ I \ ISI L.] Lu / kr) I X \ ISI 4 / _._.._ I� 200 CFM \\ I X I I I EXISTING SEMI-RECESSED SPRINKLER HEAD 4_ \sem\ r ) A ,.„,00 r -L\\ - ��� - 250 GFM r TYPICAL FOR LAY-IN CEILING. REFER TO \-L - _ - = - - �\ 7 ©O . I I _1 Z "SPRINKLER WORK". \/ EX. SUPPLY it O : 00 A . MECHANIC41. <EYED NOTES L - 1 � \ - - PFB-2 t. Ire �rw._ < z // \--78` i,i I.--_---- NEW 10"(1) 0 EXISTING FAN POWERED VAV BOX TO REMAIN. _i O CD i _ { ��- -. __._..._.._-- O CONTRACTOR TO REVISE EXISTING VAV SYSTEM CONTROLS FROM 0� Fe EXISTING PNEUMATIC TO ELECTRONIC TO MATCH MALLS HVAC SYSTEM. Q 8 OO Q1D15-) FIELD COORDINATE REQUIREMENTS PRIOR TO SUBMITTING A BID. Ili p$ �n L ) PFB-I 3 EXISTING SUPPLY AIR REGISTER TO REMAIN. �' / 7 0© O BALANCE CFM AS SHOWN. O X O EXISTING RETURN AIR GRILLE TO REMAIN. N w EX. O5 REPLACE EXISTING SUPPLY AIR DIFFUSER WITH NEW DIFFUSER IN - o NA . LOCATION SHOWN. MODIFY/ EXTEND EXISTING SUPPLY AIR DUCT V J M C H N I C A 4I�}I AS REQUIRED FOR NEW LOCATION. FIELD COORDINATE EXISTING CONDITIONS1) . BALANCE CFM AS SHOWN. 00 4 SCALE 1/4IO�� DRAWN BY: DATE: 150 CFM O X - © NEW RETURN AIR GRILLE AS SCHEDULED. EI-11/4-11/4IO/2Q/I8 411 7 REPLACE EXISTING PNEUMATIC CONTROL SYSTEM WITH A NEW CHECKED BY: DATE: ® I ELECTRONIC SYSTEM TO MATCH LANDLORD'S SYSTEM, FIELD RSW IO/2c1/113 i COORDINATE PRIOR TO BID. MOUNT NEW T-STAT'S 048" A.F.F. SCALE: AS NOTED (a = ® EXISTING TOILET EXHAUST FAN TO REMAIN. CONTRACTOR L,tiG. SHALL VERIFY SYSTEM IS WORKING PROPERLY OR SHALL SHEET: 120 GFM GOC'. '1GOR MECHANICAL I I II \ / II REPAIR AS REQUIRED. CLEAN UNIT TO A LIKE-NEW CONDITION. PLAN "x BOOM -� r ` #X X \/ 1 �_ — P IQ 1 GENERAL A. THE GENERAL CONDITIONS OF THE GENERAL SPECIFICATIONS, ALONG HEATING, VENTILATING AND AIR CONDITIONING ROUND DUCTWORK SHALL BE CONSTRUCTED OF NEW GALVANIZED PRIME B. ALL PIPING SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES TRT WITH ALL APPLICABLE INSTRUCTIONS TO BIDDERS SHALL FORM A PART GENERAL GRADE SHEET STEEL OF THE FOLLOWING GAUGES: WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED Y OF THIS SECTION OF THE SPECIFICATIONS. A. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS SHALL WITH THE PROPER PITCH. BE ACCOMPLISHED IN ACCORDANCE WITH THE RESPECTIVE DRAWINGS, DUCT SIZE (DIAMETER) DUCTS FITTINGS B. REFERENCE 15 MADE TO REQUISITES FOR BIDDERS AND CONTRACTORS INFORMATION, OR INSTRUCTIONS TO BIDDERS, AND THE GENERAL CON- 8" AND LESS 24 22 G. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN RSW CONSULTANTS UNDER OTHER SECTIONS OF THESE SPECIFICATIONS, WHICH SHALL DITIONS, ADDENDA, OR DIRECTIVES WHICH MAY BE ISSUED BY THE q" TO 18" 22 20 MATTER PRESENT AND SHALL BE SWABBED IF NECESSARY. BE CONSIDERED BINDING, UNLESS OTHERWISE NOTED UNDER THIS TENANT, HEREWITH, OR OTHERWISE, SHALL SE COMPLIED WITH IN EVERY Iq" TO 30" 20 18 Project Management * Design SECTION. RESPECT. 12035 Colwick ALL 610 DEGREE ELBOWS FOR ROUND DUCTWORK SHALL BE FIVE (5) SPRINKLER SYSTEM San Antonio, TX 78216 SCOPE S. THE LISTING HEREIN OF AN ARTICLE OR MA I t}IAL, OPERATION OR PIECE. ALL LONGITUDINAL SEAMS SHALL BE FORMED BY PITTSBURGH tel. (210) 408-1860 EACH CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CON- METHOD, REQUIRES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL LOCKS. JOINTS SHALL BE SWAGGED HITH ONE-HALF INCH (1/2") A. SHOP DRAWINGS - THE SPRINKLER CONTRACTOR SHALL SUBMIT SHOP STRUCTION DETAILS, BOTH AS ON TENANT CONSTRUCTION DRAWINGS AND EACH ITEM LISTED, UNLESS SPECIFICALLY NOTED TO THE CONTRARY. OVERLAP. DRAWINGS TO THE TENANT'S ARCHITECT, LANDLORD AND TO THE LANDLORD'S AS REFERRED TO, BEFORE SUBMITTING HIS BID AS NO ALLOW- THE CONTRACTOR SHALL PERFORM EACH OPERATION PRESCRIBED OR ANYKOPIATE RATING BUREAU FOR THEIR APPROVAL. A COPY OF THE ANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WITH LISTED ACCORDING TO THE CONDITIONS STATED. C. ALL SUPPLY AIR DUCTS (HEATING AND COOLING) AND RETURN AIR DUCTS APPROVAL LE i i tR FROM THE RATING BUREAU SHALL BE FORWARDED THESE DETAILS. ALL PERFORMANCE OF CONSTRUCTION SHALL SE A5 AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED STEEL WITH MINIMUM I-1/2" TO THE TENANT AND TENANT'S LANDLORD. �.e . REQUIRED BY THE PACE OF THE GENERAL CONSTRUCTION. EXAMINATION OF SITE THICK ACOUSTICAL AND THERMAL INSULATION WITH AN R-VALUE OF 5.0 -. ALL EXHAUST AND RELIEF AIR DUCTS SHALL BE GALVANIZED STEEL. B. SPRINKLER HEADS - SHOW WINDOWS - HIGH TEMPERATURE, FULLY NA. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST :. ' 7 INSPECTION OF SITE RECESSED TYPE HITH WHITE COVER PLATES. SALES AREA - FULLY A -= " EXAMINE THE SITE AND ALL CONDITIONS THEREON AND/OR THEREIN. ALL -,,, , ALL PROPOSALS SHALL PRECLUDE THAT CONTRACTOR 15 FAMILIAR WITH D. CONTRACTOR WILL INSTALL INSECT SCREENS ON ALL DUCT OPENINGS RECESSED WITH WHITE COVER PLATES. STORAGE, TOILET AND WORK =-, r� JOBSITE CONDITIONS AND UTILITY LOCATIONS AND THE LACK OF SPECIFIC PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS MAY WHICH LEAD TO OR ARE OUTDOORS. INSECT SCREENS SHALL BE 10 AREAS WITH CEILINGS - CHROME, PENDANT TYPE. STORAGE AND WORK ,: L i ' AFFECT THE WORK UNDER THIS CONTRACT. ' € ll' INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF GAUGE, ONE-HALF INCH (I/2) MESH IN REMOVABLE GALVANIZED AREAS WITHOUT CEILINGS - BRASS UPRIGHT TYPE. (REFER TO DWG. M.I) pis .j ANY RE,PONSIBILITY. SCOPE S i LtL FRAMES. • it.'--4,3'41..'-'1Y S�..C11 ` J--S • FURNISH ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY FOR A COM- TESTING AND ADJUSTING PERMITS PLETE FULLY OPERATIVE HEATING,VENTILATING, AND AIR CONDITIONING E. ALL DUCTWORK SHALL BE DESIGNED IN ACCORDANCE WITH THE CONTRACTOR HILL DEMONSTRATE OPERATION OF SYSTEM TO FULL SATIS- .�/_ :9 ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE PROCEDURES DESCRIBED IN THE AMERICAN SOCIETY OF HEATING FACTION OF TENANT WILL BALANCE AIR FLOW IN ACCORDANCE WITH AIR i SYSTEM EXCEPT A5 SPECIFICALLY EXCLUDED BY THE DRAWINGS, AND/OR d'" : 1 .< WORK SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR INVOLVED. TENANT'S DIRECTIONS. REFRIGERATION AND AIR CONDITIONING ENGINEERS GUIDE (ASHRAE) QUANTITIES ON DRAWINGS AND WILL RECORD VOLUME READINGS IN AGGOR- AND FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST DANCE HITH ASHRAE AND PROVIDE SAME TO TENANT. GAS PIPING SHALL CODE REQUIREMENTS METHODS RECOMMENDED IN THE 51 IEETMETAL AND AIR CONDITIONING WITHSTAND AIR PRESSURE TESTING PER CURRENT FLORIDA PLUMBING CODE. ALL HORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF EQUIPMENT CONTRACTORS NATIONAL ASSOCIATION (SMACNA) LOW VELOCITY DUCT THE SPECIFICATIONS, DRAWINGS OR AS DIRECTED BY THE TENANT, AND A. AIR CONDITIONING UNITS - UNITS SHALL BE FACTORY ASSEMBLED AND MANUAL, LATEST EDITION. SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, OR REGULATIONS OF PRE-TESTED INCLUDING FANS, MOTORS, COILS, FILTERS, VARIABLES GUARANTEE PITCH DRIVES, ETC. ALL UNITS SHALL BE EQUIPPED WITH AN ECONO- ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR THE GOVERNING BODIES, WHETHER 50 SHOWN OR NOT, AND ALL MODIFICA- MIZER PACKAGE AND RELIEF DAMPER. UNITS SHALL HAVE NET HANGERS AND SUPPORTS A PERIOD OF ONE (I) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED TIONS REQUIRED BY SUCH AUTHORITIES SHALL BE MADE BY THE CONTRACTOR CAPACITY RATINGS DETERMINED AT THE SPECIFIED DESIGN CONDI- A. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND LESS SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY TENANT SHALL BE WITHOUT ANY ADDITIONAL COST TO THE TENANT. TIONS. THESE NET CAPACITY RATINGS SHALL BE DETERMINED BY SHALL BE SUPPORTED BY MEANS OF BAND IRON HANGERS OF NO. 18 A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL NOTE: CONTRACTOR DEDUCTING FOR MOTOR HEAT. THE AIR CONDITIONING UNITS SUPPLIED U.S. GAUGE ATTACHED TO THE DUCT BY MEANS OF RIVETS, SCREWS, OR BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL MUST CHECK AND VERIFY MATERIALS AND WORKMANSHIP SHALL HAVE A TOTAL SYSTEM ENERGY RATIO (EER) AS PER CITY CODE. CLAMPS, AND FASTENED TO STRUCTURE ABOVE BY TOGGLE BOLTS OR CHARGE TO THE TENANT. ALL DIMENSIONS AND FIELD A. ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE THIS EER SHALL BE DETERMINED BY DIVIDING THE NET CAPACITY OTHER MEANS. EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE CONDITIONS BEFORE DETER- APPLIED AS RECOMMENDED BY THE MANUFACTURERS, AND UNLESS OTHER- AS DEFINED ABOVE BY THE TOTAL INPUT WATTAGE. THE TOTAL PAIR OF SUPPORTS. VERTICAL DUCTS SHALL BE SUPPORTED HITH MECHANICAL MINING THE BID PRICE. ANY WISE SPECIFIED SHALL BE NEW, AND FREE FROM ANY DEFECTS. ALL INPUT WATTAGE 15 TO INCLUDE THE WATTAGE OF ALL FAN MOTORS 1/4" x I-I/4" x 1-1/4" ANGLES WHERE THEY PA55 THROUGH THE FLOOR LINES. TEMPORARY SERVICES VARIANCE SHALL BE LIKE MATERIALS USED SHALL BE OF THE SAME MANUFACTURE AND AND ASSOCIATED EQUIPMENT. CONTRACTOR WILL FURNISH VIBRATION THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS OF REPORTED TO THE GON- QUALITY UNLESS OTHERWISE SPECIFIED. ISOLATION AS REQUIRED AND RECOMMENDED BY EQUIPMENT MANUFACTURER. B. ALL HORIZONTAL DUCTS HAVING A DIMENSION OF 40 INCHES AND MORE TEMPORARY SERVICES: STRUCTION DEPARTMENT SHALL BE SUPPORTED BY MEANS OF ANGLE IRON TRAPEZE HANGERS. A. TELEPHONE - THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL A IMMEDIATELY. NO EXTRAS B. ALL WORK UNDER THIS CONTRACT SHALL BE PERFORMED BY COMPETENT B. AIR COOLED CONDENSING UNITS - UNITS SHALL BE FACTORY ASSEMBLED EACH SECTION OF DUCTWORK SHALL HAVE AT LEAST ONE PAIR OF JOB SITE TF1 FPHONE AND NOTIFY TENANT OF THE TELEPHONE NUMBER HILL BE PAID FOR HORK WORKMEN AND EXECUTED IN A NEAT AND WORKMANLIKE MANNER. WORK AND THE NAME OF THE SUPERINTENDENT. DONE DUE THE FAILURE OF SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION, AND ON COM- AND PRE-TESTED, AND WILL INCLUDE HEAVY GALVANIZED STEEL SUPPORTS. CHECKING THE EXISTING PLETION, THE INSTALLATION SHALL BE THOROUGHLY CLEANED AND ALL HOUSING FINI�I ICD WITH BAKED ENAMEL, AIR COOLED CONDENSERS WITH B. TEMPORARY WATER - WATER REQUIRED IN THE PERFORMANCE OF THE CONDITIONS. DEBRIS PRESENT AS A RESULT OF THIS CONTRACT SHALL BE REMOVED COPPER TUBES AND ALUMINUM FINS, CONTROL PANEL, COMPRESSOR HIGH AND LOW PRESSURE CUTOUTS, MUFFLERS, CRANKCASE HEATERS, LIQUID FLASHING CONTRACT SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. FROM THE PREMISES. RECEIVE, ETC. COMPRESSORS SHALL BE OF THE HERMETICALLY SEALED A. CONTRACTOR HILL PROVIDE WATER TIGHT 24 GA. 5I IEET METAL WATER USED FOR HUMAN CONSUMPTION SHALL CONFORM TO REQUIRE- OR SEMI-HERMETICALLY SEALED TYPE. (LOW AMBIENT CONTROL STD.) FLASHINGS AT ALL EXTERIOR WALLS AND ROOF PENETRATIONS. MENTS OF STATE AND LOCAL AUTHORITIES FOR POTABLE WATER. CODES AND REGULATIONS EACH SUBCONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES C. CENTRAL STATION AIR HANDLING EQUIPMENT - (IF SCHEDULED ON B. ALL CUTTING OF ROOF OPENINGS, SUPPORTS FOR ROOF OPENINGS, G. TEMPORARY ELECTRICITY - TEMPORARY ELECTRIC SERVICE REQUIRED AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK A5 DRAWN OR DRAWINGS) SHALL BE LOW TO MEDIUM PRESSURE SINGLE ZONE DRAW- PITCH PANS, ROOF CURBS, FLASHINGS, COUNTER FLASHINGS, REPAIR IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND SPECIFIED. IFA SUBCONTRACTOR OBSERVES THAT THE DRAWINGS AND THRU UNITS EQUAL TO TRANS OR CARRIER. THEY SHALL BE COMPLETE TO ROOF, ETC. ASSOCIATED WITH HVAC SUBCONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR WHO SHALL FURNISH, INSTALL, AND SPECIFICATIONS ARE AT A VARIANCE, HE SHALL PROMPTLY NOTIFY THE WITH COOLING AND/OR HEATING COILS AND ACCESSORIES A5 SPECIFIED THE RESPONSIBILITY AND PART OF THE CONTRACT HVAC 5UB- MAINTAIN ALL TEMPORARY OVERHEAD CONSTRUCTION, METERS, DROPS, GENERAL CONTRACTOR AND THE TENANT IN WRITING. IF ANY SUBCONTRACTOR ON THE PLANS. CONTRACTOR. HE SHALL EMPLOY THE LANDLORD'S ROOFERS FOR AND OTHER WIRING AND FITTINGS FOR BOTH LIGHT AND POWER AT PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO LAWS, ORDINANCES, THIS WORK SO AS TO MAINTAIN THE ROOF BOND. LOCATIONS REQUIRED IN THE WORK AND SHALL BEAR THE COST OF RULES AND REGULATIONS AND WITHOUT GIVING SUCH NOTICE, THE SUBGON- RELIEF AIR FANS MAKING THE SERVICE CONNECTIONS. BEFORE FINAL ACCEPTANCE, TRACTOR SHALL BEAR ALL COSTS ARISING THEREFROM. I. GRAVITY RELIEF - EQUAL TO BREIDERT TYPE "RLO" WITH DAMPERS TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE INTEGRAL BACKDRAFT DAMPER AND INSECT SCREEN. A. SPLI i I tR DAMPERS SHALL BE FABRICATED OF C'i IEET STEEL NOT LESS CONTRACTOR SHALL BE REMOVED AND THE SERVICE CONNECTIONS PROTECTION OF WORK AND PROPERTY THAN NO. 16 U.5. GAUGE WITH THE LEADING EDGE HEMMED. EACH SEVERED IN ACCEPTABLE MANNER. A. EACH SUBCONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PRO- 2. POWER RELIEF - EQUAL TO BREIDERT TYPE "LO-SET" SET DAMPER SHALL BE LARGE ENOUGH TO COVER THE SMALLER OF THE TWO TEGTION OF ALL HIS WORK FROM DAMAGE AND SHALL PROTECT THE D. TEMPORARY HEAT - WHEN REQUIRED FOR PROPER INSTALLATION OR TENANT'S PROPERTY FROM INJURY OR LOSS ARISING FROM HIS WORK. NTH MOTORIZED DAMPER AND INTEGRAL BACKDRAFT DAMPER OPENINGS IT CONTROLS. DAMPERS SHALL BE CONTROLLED AS FOLLOWS: PROTECTION OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL HE SHALL MAKE GOOD ANY SUCH DAMAGE, INJURY, OR L055, EXCEPT AND INSECT SCREEN. EXPOSED OR ACCESSIBLE DUCTWORK - LOCKING QUADRANTS EQUAL TO FURNISH AND INSTALL TEMPORARY HEATING UNITS AS APPROVED BY _ SUCH AS MAY BE DIRECTLY DUE TO CAUSES BEYOND HI5 CONTROL AND D. ELECTRIC STRIP HEATER - EACH STRIP HEATER SHALL BE CONSTRUCTED YOUNG REGULATOR NO. I WITH DAMPER ROD END BEARINGS ON OPPOSITE THE LANDLORD OR LOCAL AUTHORITY. NOT TO HI5 FAULT OR NEGLIGENCE. HE SHALL ADEQUATELY PROTECT TO SLIP INTO THE DUCT THROUGH A RECTANGULAR OPENING IN THE END. ADJACENT PROPERTY AS WELL. SIDE. EACH STRIP HEATER SHALL BE FURNISHED COMPLETE WITH E. COST OF LANDLORD PROVIDED UTILITY SERVICES - IF THE LANDLORD BUILT-IN MAGNETIC CONTACTORS, AIR FLOW SNITCH, AND FACTORY CONCEALED DUCTWORK - LOCKING QUADRANT EQUAL TO YOUNG REGULATOR ELECTS TO PROVIDE TEMPORARY UTILITY SERVICES, THE CONTRACTOR B. EACH SUBCONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR PREWIRED TO TERMINAL STRIPS FOR LINE AND CONTROL CONNECTIONS NO. 315 (CHROMIUM PLATED WITH DAMPER ROD END BEARINGS ON BOTH HILL BE 50 INFORMED BY THE TENANT. THE CONTRACTOR SHALL MAKE THE SAFETY OF THEIR EMPLOYEES ON THE WORK AND SHALL COMPLY IN THE FIELD. A THERMAL CUTOUT SHALL BE FURN151lED WITH EACH ENDS). PROVISIONS OR COORDINATE HITH LANDLORD'S GENERAL CONTRACTOR d, WITH ALL PROVISIONS OF FEDERAL, STATE AND LOCAL BUILDING STRIP HEATER TO PROTECT THE HEAlEK AGAINST AIR FAILURE. THE TO PAY THE COST OF SAID TEMPORARY CONSTRUCTION AND UTILITY CODES AND SAFETY LAWS TO PREVENT ACCIDENTS OR INJURY TO COMPLETE HEATING UNIT SHALL BE LISTED BY UNDERWRITER'S B. VOLUME DAMPERS SHALL BE OF THE OPPOSED INTERLOCKING TYPE AS SERVICES. PERSONA ON OR ADJACENT TO THE PREMISES WHERE THE HORK 15 LABORATORIES, INC. COILS SHALL BE ARRANGED FOR MINIMUM TWO- MANUFACTURED BY AMERICAN FOUNDRY AND FURNACES GO. (AFFGO) OR BEING PERFORMED. EACH SUBCONTRACTOR SHALL MAINTAIN ALL STAGE CONTROL IOKW AND ABOVE. EQUAL. BLADES SHALL BE OF NO. ib GAUGE SHEET METAL AND SHALL i INSURANCE REQUIRED TO PROTECT HIMSELF, TENANT AND TENANT FORNOTE FOR TENANT GENERAL CONTRACTOR NOT EXCEED 48" IN LENGTH OR 12" IN WIDTH. BLADES SHALL BE ON IT I5 THE RESPONSIBILITY OF THE TENANT'S GENERAL CONTRACTOR TO 1Y THE DURATION OF THE 1�tORK AGAINST PROPERTY DAMAGE AND PUBLIC E. FILTERS - FILTERS SHALL BE OF THE THROW AWAY TYPE WHEREVER ONE-HALF INCH (I/2") DIAMETER RUSTPROOF AXLE. BEARINGS SHALL LIABILITY. MAKE USE OF APPLICABLE NOTES AND SPECIFICATIONS LISTED ON THI54 POSSIBLE. IF FILTERS ARE OF NECESSITY THE PERMANENT TYPE, BE OF THE SELF-LUBRICATING FERRULE TYPE. Zo) THEN THEY MUST BE OF THE CLEANABLE, HIGH VELOCITY TYPE AND CHANGES IN THE WORKSHEET A5 THEY MAY PERTAIN TO THE SPECIFIC JOB. C'S [L/ SHALL BE AMERICAN AIR FILTERS, AIR MAYS, EVANS, OR APPROVED C. JOB FABRICATED .,,, U)TURNING VANES SHALL BE ACCEPTABLE IN SQUARE ED THE TENANT, WITHOUT INVALIDATING THE CONTRACT, MAY ORDER EXTRA WORKW �, 0 OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, EQUAL. FILTERS SHALL BE OF THE OPTIMUM THICKNESS AND DESIGN ELBOWS. PROVIDE AND INSTALL BARBER-COLMAN AIRTURNS OR EQUAL. z t{� FACE VELOCITY SHALL NOT EXCEED 550 FPM. INSTALLATION OF THE TURNING VANES SHALL BE OF THE SAME GAUGE METAL A5 THE DUCT IN y fl THE CONTRACT SUM BEING ADJUSTED ACCORDINGLY. AIR CONDITIONING UNIT SHALL BE SUCH 50 AS TO NOT IMPEDE WHICH THEY ARE INSTALLED. RADIUS ELBOWS SHALL HAVE A CENTER- 1- : 0 CO ACCESS TO THE FILTERS. IF THE FILTERS ARE IN FRAME HOLDERS, LINE RADIUS OF ONE AND ONE-HALF (I-1/2) TIMES THE DUCT WIDTH. t z COOPERATION 11-1 10 ±0 I--- ALL WORK UNDER TIIME SPECIFICATIONS SHALL BE ACCOMPLISHED IN CON- THEN SUCH HOLDERS SHALL BE PROVIDED WITH A LEFT HANDLE. JUNCTION WITH OTHER CONTRACTORS AND TRADES OF THIS PROJECT IN A ALL JOINTS ARE TO BE SEALED WITH 2-1/2" "SMACNA" APPROVED PRESSURE O < 11 4 0 MANNER WHICH WILL ALLOW EACH CONTRACTOR AND TRADE ADEQUATE TIME AT THERMOSTAT. A DUAL STAGE UNIT WILL BE EQUIPPED WITH A DAY/NIGHT SENSITIVE ALUMINUM TAPE MEETING AFTS I00-73 STANDARDS AND THE el X a- G. ALL SINGLE STAGE UNITS WILL BE EQUIPPED WITH MULTI-STAT THE PROPER STAGE OF CONSTRUCTION TO FULFILL HIS CONTRACTS. REFER- REQUIREMENTS OF U.L. 181. APPLICATION SHALL BE IN ACCORDANCE WITH THERMOSTAT ARRANGEMENT. ENCE SHALL BE MADE TO THE TENANT FOR INSTRUCTIONS SHOULD ANY DESIGN AND STANDARD CONDITIONS FOR THERMOSTAT OPERATION WILL AFTS 101-13. (REFER TO MANUFACTURER'S INSTRUCTION SHEET FOR ANGE QUESTIONS ARISE BETWEEN TRADES AS TO THE PLACING OF LINES, DUCTS, BE A5 FOLLOWS: SPECIFIC DETAILS FOR U.L. 181 REQUIREMENTS) RECOMMEND FASSON CONDUITS, FIXTURES, OR EQUIPMENT, OR SHOULD IT APPEAR DESIRABLE TO 0805. DO NOT APPLY AT TEMPERATURE BELOW 32 F. REMOVE ANY GENERAL CONSTRUCTION WHICH WOULD AFFECT THE APPEARANCE OF STRENGTH OF THE STRUCTURE. COOLING: 10 F MINIMUM OCCUPIED COOLING TEMPERATURE DUCTWORK - EXCEPTIONS 0 85 F COOLING NIGHT SETBACK. DUCTWORK FOR EXHAUSTING AIR OR OUTSIDE SUPPLY AIR SHALL BE ALL Q SUBSTITUTION OF MATERIALS 15 F MAXIMUM OCCUPIED HEATING TEMPERATURE METAL AND CONSTRUCTED ACCORDING TO RECOMMENDED PRACTICES A5 HEATING: MANUFACTURER'S NAMES ARE LISTED HEREIN TO ESTABLISH A STANDARD. 60 F HEATING NIGHT SETBACK. FOUND IN THE LATEST ISSUE OF ASHRAE. THE PRODUCTS OF OTHER MANUFACTURERS WILL BE ACCEPTABLE, IF IN THE OPINION OF THE TENANT, THE SUBSTITUTE MATERIAL IS OF A QUALITY AS SUPPORT OF DUCT SYSTEM )- GOOD OR BETTER THAN THE MATERIAL SPECIFIED, AND WILL SERVE WITH H. THE HVAC SUBCONTRACTOR SHALL IDENTIFY ALL ROOF MOUNTED DUCTWORK SHALL BE SUPPORTED AT ALL TURNS AND TRANSITIONS AND NOT m EQUAL EFFICIENCY AND DEPENDABILITY, THE PURPOSE FOR WHICH THE HVAC EQUIPMENT AND APPARATUS WITH 2" HIGH PAINTED STENCILED MORE THAN 8' O.C. FOR STRAIGHT DUCTS UP TO 35" TO 5q" MAXIMUM ITEMS SPECIFIED WERE INTENDED. STORE NAME ON ALL SIDES OF EQUIPMENT. DIMENSION, 6' O.G. AND DUCTS OVER 60: MAXIMUM DIMENSION, 4' O.G. DUCTWORK SHOP DRAWINGS HANGER DESIGN SHALL BE A5 DESCRIBED IN THE LATEST EDITION OF THE SHOP DRAWINGS AND CATALOGUE DATA ON ALL MAJOR ITEMS OF EQUIPMENT A. SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED OF NEW "SMACNA" MANUAL. REINFORCEMENT MEMBERS MAY BE USED TO SUPPORT THE w AND SYSTEMS, AND SUCH OTHER ILLUSTRATIVE MATERIAL AS MAY BE GALVANIZED PRIME GRADE SHLET STEEL OF THE FOLLOWING GAUGES: DUCT SYSTEM PROVIDED DETAILS OUTLINED IN THE AFOREMENTIONED (may CONSIDERED NECESSARY BY THE TENANT, SHALL BE SUSHI i 1 tD BY THIS DOCUMENTS ARE ADHERED TO. (YY CONTRACTOR IN ADEQUATE TIME TO PREVENT DELAY AND CHANGES DURING DUCT SIZE GAUGE 12" AND LESS NO. 26 U.S. GAUGE R CONSTRUCTION. REINFORCEMENT 13" TO 30" NO. 24 U.S. GAUGE 0Z ALL DUCTS REQUIRING REINFORCEMENT SHALL BE REINFORCED ACCORDING TO -► 31" TO 54" NO. 22 U.S. GAUGE O DRAWINGS AND SPECIFICATIONS 55" TO 84" NO. 20 U.S. GAUGE THE LATEST EDITION OF "SMACNA" MANUAL. z N A. THE DRAWINGS SHOW DIAGRAMMATICALLY THE LOCATIONS OF THE QZ VARIOUS LINES, DUCTS, CONDUITS, FIXTURES, AND EQUIPMENT AND 85" AND OVER NO. 18 U.S. GAUGE MATERIALS FOR REINFORCEMENT MEMBERS SHALL BE GALVANIZED STEEL. ALL 2 THE METHOD OF CONNECTING AND CONTROLLING THEM. IT IS NOT B. SQUARE AND RECTANGULAR DUCTWORK SHALL BE CONSTRUCTED A5 SCREWS AND HASHERS SHALL BE PLATED OR GALVANIZED. 0 INTENDED TO SHOW EVERY CONNECTION IN DETAIL AND ALL FITTINGSFOLLOWS. REQUIRED FOR A COMPLETE SYSTEM. ACCESSORY ITEMS D ALL MANUAL DAMPERS, FIRE DAMPERS, TURNING VANES, REGISTER CONNEC11.1 - SIZE METHODa D B. SHOULD ANY CHANGES BE DEEMED NECESSARY BY THE CONTRACTOR IN17" AND LESS "5" AND DRIVE CLEATS TIONS, ACCESS DOORS OR OTHER ASSOCIATED ACCESSORIES SHALL BE 0 ITEMS SHOWN ON CONTRACT DRAWINGS, THE SHOP DRAWINGS, DES- „ „ INSTALLED ACCORDING TO THE LATEST PUBLICATION OF "SMACNA” MANUAL. GRIPTIONS, AND THE REASON FOR THE PROPOSED CHANGES SHALL BE 18 TO 30 L STANDING SEAMS ONtO 3'-O" CENTERS S.SUBMITTED TO THE TENANT FOR APPROVAL. PIPING 31" TO 54" 1-1/4" STANDING SEAMS tr ON 3'-O" CENTERS A. PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON N , RESPONSIBILITY THE DRAWINGS. SIZES SHOWN ON THE DRAWINGS ARE NOMINAL PIPE O QD A. THE CONTRACTOR HILL BE HELD RESPONSIBLE FOR THE SATISFACTORY SIZES. AND COMPLETE EXECUTION OF ALL WORK INCLUDED IN HI5 CONTRACT. HE SHALL PRODUCE COMPLETE FINISHED OPERATING SYSTEMS AND PRO- VIDE ALL INCIDENTAL ITEMS REQUIRED AS PART OF HI5 WORK, REGARDLESS OF WHETHER SUCH ITEM IS PARTICULARLY SPECIFIED OR DRAWN BY: DATE: INDICATED. EHW I0/2Q/18 CHECKED BY: DATE: B. CONTRACTOR SHALL SUPPLY TO LANDLORD AND TENANT A CERTIFIED RSN 10/2a/18 BALANCE REPORT AT COMPLETION OF PROJECT. THIS IS REQUIRED FOR BOTH REMODELED AND NEW STORES. SCALE: AS NOTED SHEET: MECHANICAL SPECIFICATIONS -,,,, 2 .._ IP . ICI ITINCA Ff XTIAE BCCIE J= B TYPE LAMPS MOUNTING VOLTAGE DESCRIPTION/CATALOG NO. A 35W LED RECESSED 120 45" ROUND ADJUSTABLE LED DOWNLIGHT W USA LIGHTING #3231A10-BI-10-NO LENS APERTURE SOL TE LENS-8433 -10-NG-12ov-s1zE E RSIY CONSULTANTS B 281^1 LED RECESSED 120 6" OPEN REFLECTOR LED DOWNLIGHT Project Management * Design INTENSE LIGHTING #RPG-1300-358-1200 12035 Colwick San Antonio, TX 78216 G 40k LED RECESSED 120 MINI CAVALETTO LED RECESSED ADJUSTABLE tel. (210) 408-1860 WALL WASHER AMERLUX #MGAV-40-LED-E-WT-120-1A11"1-3500 D2 2-25k Al SURFACE 120 CUSTOM WALL SCONCE ----, OWNER FURNISHED - CONTRACTOR INSTALLED F (2) 32k TS LAY-IN 120 2'x4' FLUORESCENT FIXTURE ,'`N' , -15-4- NEW r` .�" � NEW TO MATCH EXISTING ,, .fib r.3 ; FX (2) 32W T8 LAY-IN 120 2'x4' FLUORESCENT FIXTURE �' 1 L. 'U1'°LRS '' EXISTING TO REMAIN RE-LAMP AS REQUIRED OX (2) 321,\I T8 SURFACE 120 I'x4' FLUORESCENT FIXTURE .` EXISTING TO REMAIN, RE-LAMP AS REQUIRED .1 111 �e .l .• -'6'(-1 :ON3- H 31,4 LED FLUSH 120 FLUSH CEILING EMERGENCY LIGHT W/ q0 MINUTE BATTERY BACKUP. CONCEALITE #F5000-LED30-GO CONGEALED POP-DOWN TYPE M2 (2) 20k LED RECESSED 120 RECESSED MULTIPLE (2) HEAD LED INTENSE LIGHTING #MXG2 RTR2-L2-41-24-W-W-D 101 OWNER FURNISHED - CONTRACTOR INSTALLED NOTE: CONTRACTOR MS (3) 20k LED RECESSED 120 RECESSED MULTIPLE (3) HEAD LED MUST GHEGK AND VERIFY INTENSE LIGHTING #MXG2RTR3-L2-41-24-W--W-D101 ALL DIMENSIONS AND FIELD OWNER FURNISHED - CONTRACTOR INSTALLED CONDITIONS BEFORE DETER- MINING THE BID PRICE. ANY XI LED UNIVERSAL 120 EXIT LIGHT W/ GTO O MINUTE BATTERY BACKUP VARIANCE TG REPORTED TO THE ON- EMERGI-LITE #W-LXN-I-N-RC-C STRUGTION DEPARTMENT IMMEDIATELY. NO EXTRAS X2 (2) 5.4k UNIVERSAL 120 EMERGENCY LIGHT W/ G10 MINUTE BATTERY BACKUP WILL BE PAID FOR WORK EMERGI-LITE #EC-2-EG DONE DUE THE FAILURE OF CHECKING THE EXISTING CONDITIONS. ALL FLUORESCENT BALLASTS SHALL BE CLASS A SOUND RATING, ELECTRONIC RAPID START TYPE, WITH NOT LESS THAN dd% POWER FACTOR, LESS THAN 10% TOTAL HARMONIC DISTORTION AND LESS THAN 6% 3rd HARMONICS. D2 D2 • : ---- -- l ` .....• . I I . I I . i c, M2 M2 M2 Dii XI M3 I L J - P-3I j 0 B >. �. uen A A 0 I ".:•I•: :•I•: , . :.I.: :•I•: . :-I.: . I --. _ — .— - C B A —.7 A I IIbl,�. M2 M2 r i M2 M2 _ - E • If 11 II a �1 I S B . ... .� ( :: / ,1 •_ 1 1I ; A \ B B B �1I •D2 / �'` '�' a \ 0. �: M3;.. I .. / / . \ A•' \\ Doll IIb11 Ila1l HI 1 ' / A ,o H • rA ... / 0 5 O B A I / IIb II 0. :. .: :. ., 4 a .,BI,b' \ A A A A A I B „M3'�� 1I .0. I 0; -_ „b,1 Rao i :: . ., I P-5 AK qI /� ` B M3-"- 0 l' - G A / ••• • •.• ;'d" IIa II F .41 Z N g 1'b II•' I A'• B V A //-A--ll II [�JJ� D2 `\\ A�. �. / \ RI A \ P-7 SALES AREAL` \ "a' �f w z m \ A / B \ A \ 1,G1, B GENERAL LIGHTING NOTES . \ •i• / :� \ •i• \ \ A \� — — p <,,,6. p p[T� pI. ALL EXIT EMERGENCY LIGHTS SHALL BE CONNECTED TO I \ ♦/ 1b1 \\ A \ 1 b I \\ .^• 3 Z #• A �• Eh. D2 0ti W J GENERAL LIGHTING CIRCUIT "P-II" 4 REMAIN UN-SWITCHED. -, G N\ A N\ \\ A A .�■,•1._ • ± 0 2. GONTRAGTOR SHALL MODIFY EXISTING SWITGHLEG AS ,�. B 0 B \\ •' B ` -- — - IL _A I ri 3 to 0 REQUIRED FOR EXISTING LIGHTS TO ACHIEVE SWITCHING A \ AS SHOWN. a ';,, a 10.1 • II j I / \ <I 3. O THE SOUND SYSTEM/SPEAKERS ARE OWNER FURNISHED, }' G B B O 0 . B CONTRACTOR INSTALLED (OFGI) 1b1 A �' I H Ia„ XI El THE PLENUM RATED SPEAKER WIRE 15 CONTRACTOR . 1 EL FURNISHED, CONTRACTOR INSTALLED. HO „b1, J I Q / ... / B 0 B / .�. / .•, / u Ll II / A / B // I• m O EXS. C\ 1a11. A A.. ' 1 • D2 A \ , `� BACK ROOM ` C \\ s -; 'j' I — — \� X2 \ A A 3 Lu '*' O :. t B M2.. m= m. v A A A A A =c31r A p ' p' 0_' \\\ — — "0" 1 M2' ill T-13 12 . IK X� \\ ,% C G G G 1-~' P-G: RUN CIRCUIT 0 O LIGHTING KE`r'EID NOTES : > = M2 • THRU TIMEGLOGK Z O CONNECT NEW LIGHT FIXTURE TO EXISTING LIGHTING CIRCUIT / D2 - -_-_- D2 --- _--� LO SWITGHLEG SHOWN. FIELD COORDINATE EXISTING CONDITIONS. _ • • • • •` O - _- _.. 1_...._._1 -- u a o M11011 Ilb" 11c11 1111 Ile" "F" Dell tn 63T iii 0 , S ITCHSa1NK DIMMER SWITCHES SHALL CS p BE LUTRON SERIES DRAWN BY: DATE: ERA! 10/2q1/18 = CHECKED BY: DATE: m RSW I0/2GL/18 I a ( FTF N FLAN SCALE: Lu SCALE: I/4"= I'-D" AS NOTED EF -a G! ' r — (E)P-13 ,1�,I EXG. (E)F-13 ,�„ SHEET: GX P1I3 1t / 11 GX CORRIDOR GX X2 LIGHTING Iv _.J EX PLAN EXS. X2 ROOM LEX — — EX 0 1 V L.i- _ - - 1 - , J _.. $ , H1- i CONDUITS FROM GASH WRAPS BACKBOARD - III -1 p p CONDUIT FROM I O o c TELEPHONE GASH WRAPS SEE SCHEMATIC VOICE 12 3 LINE I ROLLS TO LINE 2 S S S (TVP) AT ALL P05 STATIONS ` PUNCH LINE 3 SECURITY TERMINATE GAT 5 GABLES WITH 2 JACKS BLOCK DATA PATCH LINE 4 STANDS ALONE (FAX) I 2 3 -TWD DATA GABLES/GASHWRAP PANEL ONE IS FOR SPARE RUN (4) GAT 5 GABLES RSW CONSULTANTS VOICE I+2 ALARM — 00000000 `' DATA -TWO VOICE GABLE/GASHWRAP IN EACH POS FAX LOCATION CONTROL —� DATA Project Management Design SCHEMATIC G VOICE 1+2 CONDUIT PANEL ® VOICE s_ (2) FOR VOICE + (2) FOR DATA 12035 DSL _ /" ~— DATA GAT 5 CABLES - San Antonio, TXI 78216 MODEM ?SGS,:),/ VOICE LINE I FAX DATA CATS (I) tel. (210) 408-1860 4\ �NKSYS PUNCH LINE 2 WHERE OCCURS DATA CAT 5 (3) CAT 5 (3) BLOCK LINE 3 SECURITY j VOICE VOICE ETHERNET LINE 4 FAX I❑❑❑Q❑4DDl DATA PATCH PANEL - RJ45 P-2 FAX DATA 227 DEDICATED % I - '� ® p�QUAD OUTLETS BY OTHERS----6DSL MODEM ETHERNET LINE 1+2 LINE 2 GATS (3) FAX LINE ' SECURIT • :'-' f PATCH ADD W/ DSL , '''' ' s VIDEO CABLES (BY OTHERS) CAT 5 (I) GAT 5 (2) WHERE FAX IS . SECURITY �� BY OTHER LOCATED r- TELEPHONE LINE 4 « MONITOR a PSL (NOT ALWAYS -- . .. —DATA MODEM LINEA A, l 00IN BACK OF VOICE 3 �p a` - i`� GISGO/LINKSYS HOUSE) = s �I t o#I TEL/DA:TA: D I STR'I SUT I ON NOTES: ETHERNET I SWITCH (BY OTHERS) DATA I DATA 2 " ,; , ,C' (SPARE) F '~t O RUN (3) GAT 5 GABLES FROM EACH POS STATION IN ADDITION TO BASIC DETAIL-I, ADD SAFE IN (I) CONDUIT TO BACKBOARD. THIS JACK WHEREVER FAX MACHINE OCCURS LABEL CONDUITS POS(I) P05(2) P05(3) e^�ri�T O USE (2) OF THE GAT 5 POS CABLES FOR DATA AND V C Sir EM 4 T I C 5 (I) FOR PHONE. ONE OF THE DATA GABLES 15 A SPARE �•/ ' ® TERMINATE POS DATA GABLES AS SHOWN ON SCHEMATIC® NOTE: CONTRACTOR AND SCHEMATICOB POB D4T4/TE E. — TERM IN,4T I ON DET Ii. MUST CHECK AND VERIFY 0 CI) ® TERMINATE VOICE CABLES AS SHOWN ON SCHEMATIC® AND® 0 NO SCALE ALL DIMENSIONS AND FIELD CONDITIONS BEFORE DE i tk- MINING THE BID PRICE. ANY O VERIFY PAX LOCATION AND ADD REQUIREMENTS NOTED IN VARIANCE SHALL C REPORTED TO THE GON- SCHEMATIG®AND®WHERE FAX IS LOCATED. STRUGTION DEPARTMENT IMMEDIATELY. NO EXTRAS P-22 WILL BE PAID FOR WORK I2 ® P-6: RUN CIRCUIT DONE DUE THE FAILURE OF THRU TIMEGLOGK GHEGKING THE EXISTING TE E/D,4T4 DISTRI5UTION �: .....-....----1: - _, --z 1 I �- 'I' I -.I CONDITIONS. ___ 5,4C< OP H OLZE DET,4 I !.. �_-- ii'A} P-34 GLS NO SCALE 0 - � - :. �" .. '-� � .... .- � ..,,,rte , I l 1 m O I M GLG - - I 1 i,i , m 7 V CLC ; _ P-20 P-24 GENERAL LIGHTING 4 POWER NOTES : LIGHTING 4 POLAR KEYED NOTES : 110 SYMBOLS LEGEND ;� _ I. CONTRACTOR SHALL RUN ALL CABLES it CONDUITS TO BACK lO RUN (5) FIVE 3/4" CONDUITS TOTAL: ihr ` HALL SWITCH OF HOUSE LABEL. TERMINATIONS JACKS ARE BY NAHOKU. _ �I RUN (2) TWO 3/4" CONDUITS FOR POWER `" -- H -_ _ _ 7p WALL SWITCH W/ DIMMER 2. SECURITY WIRES TO BE PROVIDED AND INSTALLED BY P-I4: DEDICATED CIRCUIT WITH SEPARATE GROUND. 11" - O SPEAKER CONTRACTOR, TERMINATED BY NAHOKU. P-I6: POWER CIRCUIT EXISTING FIRE ALARM 3. TELEPHONE / POS CONDUITS TO BE INSTALLED BY RUN (I) ONE 3/4" CONDUIT FOR TELEPHONE TO TELEPHONE BOARD. CONTRACTOR, TERMINATED BY NAHOKU. RUN (I) ONE 3/4" CONDUIT FOR DATA. It. RUN (I) ONE 3/4" CONDUIT FOR SPARE. 11111 i gC DUPLEX RECEPTACLE - m 18 A.F.F. _ 4. ALL OUTLETS, SWITCHES, PLATE COVERS, ETC, SHALL ALL CONDUITS SHALL TERMINATE THRU A SINGLE OPENINGtir '" I' g ®68" DUPLEX RECEPTACLE BE THE FOLLOWING COLORS. IN GASHWRAP. CONTRACTOR SHALL COORDINATE THE ®® ',:t- MOUNTED AT @68" A.F.F. LOCATION COLOR EXACT LOCATION ON-SITE PRIOR TO ANY WORK. GLGka; AG DUPLEX RECEPTACLE ®WOOD WAINSCOT WALL BLACK - ALL WIRING INCLUDING TERMINATIONS, JACKS WILL BE DONE BY OTHERS. m O ■r. i��—, PA m MOUNTED ABOVE COUNTER TOP WALL IVORY/OFF WHfTF 2 EXISTING QUAD RECEPTACLES AND TELEPHONE JACK X72" A.F.F. i2 5. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION 0 matwi Lid gD DUPLEX RECEPTACLE W/ DEDICATED OF TELEPHONE EQUIPMENT AND WIRING BY LOCAL TELEPHONE ® REFER TO ARCHITECTURAL PLANS 4 ELEVATIONS FOR ALL RECEPTACLE ",`` A) II CIRCUIT 4 ISOLATED GROUND. CO. UTILIZING BACKBOARD PROVIDED BY E.G. AND TELEPHONE JACK LOCATIONS AND MOUNTING HEIGHTS. REFER TO ^xL l \ �,�b 13Z N < DETAILS ON THIS SHEET. (I) QUADRUPLEX RECEPTACLE W/ DEDICATED gragr ix ! P-36 "' in 0 �/ CIRCUIT it SEPARATE GROUND. ® J-BOX 4 30A/2P/120V/NF/N-I DISCONNECT SWITCH ABOVE CEILING FOR Ci ;;; II LLJ J z m STOREFRONT SIGN RUN CIRCUIT THRU TIMEGLOGK. FINAL CONNECTION ( ® SALES AREA I ;ti m Q QUAPRAPLEX RECEPTACLE BY ELECTRICAL CONTRACTOR. P-IS ' D \'' ~ vi iU Z TELEPHONE OUTLET O5 EXISTING J-BOX 30A/3P/208V/FUSED 20A/N-I DISCONNECT SWITCH _, , ., ,_ FOR VAV BOX. 14.1.:::, ` / Q d DATA OUTLET ��' �4} O \\1) d TELE/DATA OUTLET O EXISTING J-BOX 3OA/2P/I2OV/NF/N-I DISC. SWITCH FOR HATER HEATER. q/1.1/C9 t� (E)P-38,408 ®,42 0_ CL TELEPHONE BACKBOARD O J-BOX FOR SECURITY CAMERA. ELECTRICIAN TO FURNISH AND ^ �- Ea t1 �_ mi- ...... t INSTALL CONDUIT AS REQUIRED. ELECTRICIAN TO PULL GABLES. q/ ® u�� • 4 / - "IAIA�I ® ELECTRICAL PANEL OWNER SHALL PROVIDE CABLES. cjO % I �, COORDINATE DIRECTION OF FOCUS WITH OWNER. ,ry 0_ A ELECTRICAL TRANSFORMER A ® Q '� Q ® MOUNT BUZZER CONNECTED TO BACK DOOR BELL, COORDINATE 41, MOUNTING HEIGHT WITH OWNER. RE-USE EXISTING IF POSSIBLE. EXS. I CD JUNCTION BOX BACK ROOM ®. q RE-USE EXISTING DOOR BELL IF POSSIBLE, REPLACE WITH NEW AS _ % - DISCONNECT SWITCH (E)P-31,3q,41 P-33 El' REQUIRED. CONNECT TO BUZZERS LOCATED INSIDE. U to P-8: RUN CIRCUIT _ THRU TIMEGLOGK m ❑res FIRE ALARM STROBE O. MOUNT DUPLEX OUTLET HIGH ON HALL FOR FUTURE WIRELESS ry P 8 ® 10 .00 0 ANTENNA. FIELD COORDINATE LOCATION AND MOUNTING HEIGHT D D D E MANUAL PULL STATION WITH OWNER ON-SITE PRIOR TO SETTING. �'- 1 AV III -.__:� 1 I 0 AUDIO VISUAL DEVICE II J-BOX 4 DISCONNECT SWITCH ABOVE CEILING FOR GRILLE MOTOR. ua E.G. SHALL MAKE FINAL CONNECTIONS. DV El VISUAL DEVICE 12 J-BOX @I8" A.F.F. WITH 3/4" CONDUIT TO ABOVE CEILING FOR GRILLE P-2 0R KEY SWITCH. COORDINATE EXACT LOCATION WITH ARCHITECT. 0 13 J-BOX ®I8" A.F.F. FOR GRILLE KEY SWITCH it J-BOX @3`-O" FOR p z O PANIC RELEASE. RUN 3/4" CONDUIT TO ABOVE CEILING. COORDINATE p THE EXACT LOCATION OF THE J-BOXES WITH THE ARCHITECT. o E' 1 F3 OLU6 F )ANI D o 1 SCALE: 1/411=1.-0" ,f, tr (E)P-17O - 1 Di S ® in 0 1-j O2 '0P-4 CORRIDOR - `CFCI =XC�. TS X cn< (E)P-I8 (E)P-18 • (E)P-f O TOILET AV w IL p p DRAWN BY: DATE: �' ROOM (� EHYAI I O/2q/18 ' 1 I -.�- I o CHECKED BY: DATE: El U RSW IO/2q/I8 ® SCALE: AS NOTED SHEET: POWER PLAN 2 O l 1 W RR' CONSULTANTS Project Management * Design 12035 Colwick San Antonio, TX 78216 FIRE ..li A A�(..1�R F I N PAN O A I I I I tel. (210) 408-1860 � 120/208 VOLT / 3 PHASE / 4 HIRE 200A MAIN LUG ONLY MOUNTING: SURFACE THE CONTRACTOR SHALL PROVIDE A FIRE ALARM SYSTEM AS REQUIRED BY THE I SECTION: SINGLE LUGS NEMA-I 10,000 A.I.G. RATING MALL CRITERIA AND MEETS CURRENT LOCAL CODE REQUIREMENTS. wire ckt DESCRIPTION C.B. VA LOAD 4'A 4B (PG VA LOAD G.B. DESCRIPTION ckt wire # 180 20 ALARM 2 *12 lie• �` `— THE THREE FIRE ALARM ZONES SHALL BE PROVIDED W/ INDIVIDUAL ANNUL 1 ATORS. 0 12 1 SALES LIGHTS 20 1000 40 0 ...,-&;4, - AREA SMOKE DETECTORS 0 #12 3 HALL WASHERS / SCONCES 20 640 * 180 20 OUTLET-I.T. 4 #12 do'ó „gid k---77,4;a - FLOW ALARM 0 #12 5 DOHNLIGHTS CASES 20 875 * 1200 20 SIGNAGE 6 #12 do - DUCT DETECTOR IN RETURN AIR : L F OWERACTIVATION OF ANY ZONE SHALL SOUND A GENERAL ALARM AND SHALL SHUT DOWN 0 #12 7 DOWNLIGHTS CASES 20 840 * 1200 20 SIGNAGE 8 #I2 50'1:: THE HVAC SYSTEM. THE ACTIVATION OF ANY OF THESE ZONES OR THE TAMPER SWITCH 00 #12 a STOREFRONT LIGHTS 20 1120 * r80 20 OUTLET-TOILET ROOM 10 #12 0 R& - °'t Ems'` ON TENANT SPACE CONTROL VALVE SHALL PROVIDE A SUPERVISORY SIGNAL AT THE '. PANEL AND TO MAIN MALL FACP. 43 #12 II EMERGENCY/EXIT LIGHTS 20 200 * - 20 SPARE 12 - { / Q #12 13 STOCK/TR LIGHTS 20 748 * 360 20 CASH REGISTER 14 *12 000 t (, } 0 #12 15 HASTE PUMP 20 650 * 360 _ 20 OUTLETS-COUNTER 16 *12 0 O #12 17 HATER HEATER 20 1500 * 720 20 TELEPHONE BOARD 18 #12 1=IRE .41—ARM ICE`I'ED NOTES: 0 - 1•I SPARE 20 - * 120 20 OUTLETS-SALES 20 #I2 0 0 - 21 SPARE 20 - * 540 20 OUTLETS-CEILING 22 *12 0 10 0 ® TENANT'S FIRE ALARM CONTROL PANEL WITH 0 - 23 SPARE 20 - * 540 20 OUTLETS-CEILING 24 *12 El ❑ -E. O 24-HOUR BA I i tRY BACKUP 0 #12 25 OUTLET-TOILET 20 ISO * 1000 20 OUTLET-REFRIGERATOR 26 #12 0 ® AREA SMOKE DETECTOR 0 #12 27 OUTLETS-DESK 20 360 * 180 20 OUTLET-COMPUTER 28 #12 000 NOTE: CONTRACTOR 111 ® 000 #12 2`I OUTLET-SAFE 20 ISO * 200 20 SECURITY PANEL 30 #12 0 MUST CHECK AND VERIFY 3O DUCT SMOKE DETECTOR ALL DIMENSIONS AND FIELD 0©0 #12 31 OUTLET-SAFE 20 180 * 360 20 EXISTING-QUAD REGEPT 32 #12 0 CONDITIONS BEFORE DETER- ® SPRINKLER FLOW DETECTOR 0 #12 33 FUTURE WIRELESS ANTENNA 20 ISO * 400 20 GRILLE MOTOR 34 #12 0 MIN INS THE BID PRICE. ANY VARIANCE SHALL BE O SpO O WIRE TO RELAY TO SHUT DOWN HVAC UNIT 0 #12 35 OUTLET PANEL 20 360 * 400 20 GRILLE MOTOR 36 #12 Q REPORTED TO THE GON- G 4,..-.A0 O O © #10 37 FBP-I 20 886 * 886 20 FBP-2 38 #lp 0 STRUCTION DEPARTMENT IMMEDIATELY NO EXTRAS ® ® Q SALES STOCK ® SPRINKLER FLOW DETECTOR TAMPER SWITCH © 4*10 3G it 886 * 886 40 *10 © WILL BE PAID FOR WORK 3 886 * 886 3 42 #10 DONE DUE THE FAILURE OF Q *10 4 I STOCK STOCK SALES ® AUDIOVISUAL ALARM DEVICE CHECKING THE EXISTING /�� ---� / \ �` CONNECTED LOAD = 22.15 KW CONDITIONS. SD D SD p lel MANUAL FIRE ALARM PULL VA LOAD PER PHASE 8240 6562 1147 DEMAND LOAD = 24.61 KH 6Q AMPS 0 0 ® ADDRESSABLE INTERFACE DEVICE (MONITOR ZAM) NOTES: INSTALLED IN JUNCTION BOX I. PROVIDE A TYPED INDEX CARD IDENTIFYING ALL CIRCUITS. 2. ALL BREAKERS ARE EXISTING TO BE REUSED UNLESS NOTED OTHERWISE. 12 FACP Et 2010 MALL JUNCTION BOX WITH TERMINAL STRIP LOCK-ON BREAKER II 12OV POHER SUPPLY 2® DEDICATED GIRGUIT W/ SEPARATE GROUND FAP FAP FAP 0II 12 REMOTE TEST 4 ALARM STATION O RUN CIRCUIT THRU TIMECLOCK O O O O EXISTING CIRCUIT 4 BREAKER TO REMAIN O RE-USE EXISTING BREAKER FOR NEW CIRCUIT PIRE 4 M CONTROL I ASR,4M 2 / NOT TO SCALE ��� 4 '�� S I / LOAD CONNECTED FACTOR DEMAND SIGNAGE 2.4 KN 1.25 3.0 KH LIGHTING 4.418 KW 1.25 6.23 KH FIRE ALARM NOTES : CONY. OUTLETS lb KH 1.00 lb KHa ,4„,. THE GENERAL CONTRACTOR SHALL EMPLOY THE LANDLORD'S AIR GOND. 5.32 KW 1.00 532 KH APPROVED FIRE ALARM CONTRACTOR TO DESIGN 4 INSTALL HEATING Included 1.00 -0- KW THE FIRE ALRM SYSTEM COMPATIBLE WITH THE EXISTING L.L. 0 2' SYSTEM. FIELD COORDINATE REQUIREMENTS PRIOR TO BID. WATER HEATERS 1.5 KH 1.00 1.5 KW F/A CONTRACTOR SHALL PROVIDE DETAILED DESIGN 4 HIRING MOTOR 0.4 KH 1.25 05 KW DIAGRAMS FOR L.L. 4 CITY REVIEW AS REQUIRED. R 0 MOTORS 0.54 KW 1.00 0.54 KW ta N [Q O FIRE ALARM SYSTEM INSTALLATION AND MAINTENANCE SHALL ai Z BE IN ACCORDANCE WITH CURRENT LOCAL FIRE CODE. TOTAL DEMAND= 24.644 KH 1 O0 m Q DESIGN STANDARDS - FIRE ALARM SYSTEMS, 24,6440 HA 208V/3c) = 641 A. v Z w J AUTOMATIC FIRE DETECTORS, EMERGENCY VOICE ALARM COMMUNICATION SYSTEMS W ' 2 v - AND NOTIFICATION DEVICES SHALL BE DESIGNED, INSTALLED AND 0 QfL ry O MAINTAINED IN ACCORDANCE WITH LOCAL CITY AND CURRENT fY 3 In 0 STATE CODE. AUDIBILITY : THE ALARM SIGNAL SHALL BE A DISTINCTIVE SOUND, WHICH IS NOT USED FOR ANY OTHER PURPOSE OTHER THAN THE FIRE ALARM. ALARM-SIGNALING DEVICES SHALL PRODUCE A SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND LEVEL IN A ROOM OR II SPACE BY IS DECIBELS MINIMUM, OR EXCEEDS ANY MAXIMUM SOUND Q LEVEL WITH A DURATION OF 60 SECONDS MINIMUM BY 5 DECIBELS MINIMUM, WHICHEVER IS LOUDER. SOUND LEVELS FOR ALARM SIGNALS SHALL BE 120 DECIBELS MAXIMUM. ACCEPTANCE TEST : UPON COMPLETION OF THE INSTALLATION, A 4 4*3/0 THA, I 4t6 GND., 2" G. m SATISFACTORY TEST OF THE ENTIRE SYSTEM SHALL BE MADE IN THE TO LANDLORD'S SERVICE ENTRANCE. PRESENCE OF THE CHIEF. ALL FUNCTIONS OF THE SYSTEMS OR EXISTING TO REMAIN. ALTERATIONS SHALL BE TESTED AS PER CURRENT STATE CODE. - - - -i I A MANUAL PULL STATION IS REQUIRED AT THE EXIT OF THE STORE I W ACCORDING TO CURRENT STATE CODE. (— 7 EXISTING 7 DAY, 24-HR _L J r TIMEGLOCK TO REMAIN. p I- - — — — r — - - -I I 1 0 z I I _ I _1. 7 o Z N 1- - - - - I- - - - -1 I I * 1 _ _I PA�P'EL EXISTING PANEL "P" CY O I I I I I 200 A. MAIN LUG ONLY 0 IY r - - - - I- - - - 1 I I 120/208 V. 3 PHASE, 4 H. 42 SPACES 0 Ill - - - - �- - - - , I I 0 o I I L - - - J IMl`Ml`M`Ml`MJ \M 0 L _I O crQ D EXISTING LANDLORD'S SERVICE ENTRANCE TO REMAIN. EXISTING 200A/3P FUSED 200A. DISCONNECT TO REMAIN. E.G. SHALL COORDINATE ME i ftR H/ LOCAL DRAWN BY: DATE: POHER COMPANY. EHW IO/21/18 CHECKED BY: DATE: RSw IO/21/18 SCALE: C T R I C RISER R f ,4 41' 1 �S NOTED C SHEET: NO SCALE ELECTRICAL NOTE : THE ELECTRICAL CONTRACTOR SHALL SCHEDULES FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. 0 IQ1 �+ IV 1�G�� �. Ct 'IC L I�OTS: (AS APPLICABLE) PAI�V —�O Ra./S: (AS APPLICABLE) 4. ENERAL. POWER NOTES: (A5 APPLICABLE) I. COMPLETE SYSTEMS: PROVIDE LABOR, MATERIALS, EQUIPMENT, AND THE ELECTRICAL CONTRACTOR SHALL REVIEW THE ELECTRICAL PI. GENERAL: VERIFY EXACT LOCATION OF OUTLETS AND DEVICES WITH Wi TRANSPORTATION TO RECEIVE, INSTALL, ADJUST, AND PUT INTO 614. GROUNDING: ALL CIRCUITS SHALL BE RUN WITH A #12 AWG DRAWINGS FOR SPECIFIC PANELBOARD REQUIREMENTS. THE PANEL TENANT PRIOR TO INSTALLATION. PROVIDE OUTLET BOXES, DEVICES, OPERATION COMPLETE ELECTRICAL SYSTEMS IN ACCORDANCE WITH THE INSULATED GREEN COPPER GROUND WIRE, UNLESS OTHERWISE NOTED. USE BOARD SCHEDULE SPECIFY VOLTAGE CHARACTERISTICS, MAINS, LUG COVER PLATES, AND FLANGES AS REQUIRED. RSA CONSULTANTS INTENT OF THE CONTRACT DOCUMENTS. PROVIDE PRODUCTS NOT MENTIONED OF CONDUIT A5 A GROUND 15 UNACCEPTABLE. SIZE, LOCATION AND NUMBER, BRANCH CIRCUIT SIZE NUMBER AND BUT OBVIOUSLY NECESSARY AND INCIDENTAL TO THE COMPLETION OF THIS LOCATION. ALSO MOUNTING METHOD AND TRIM. WORK. AT SERVICE: PROVIDE BONDING JUMPER BETWEEN GROUND BUS AND P2. COORDINATION: MOUNT ALL OUTLETS AT 18" A.F.F. UNLESS NOTED pro ect Management * Design OTHERWISE. REFERENCE ARCHITECT'S DRAWINGS, PLANS 4 ELEVATIONS FOR J 9 12035 Colwick NEUTRAL BUS. PROVIDE GROUNDING ELECTRODE CONDUCTORS AND GROUNDING APPROVED MANUFACTURERS ARE SQUARE "D", WESTINGHOUSE, GENERAL ALL HEIGHTS, DIMENSIONS, AND CONFIGURATIONS OF DEVICES NOT San Antonio, TX 78216 G2. SCOPE: WORK SHALL INCLUDE, BUT NOT BE LIMITED TO THEELECTRIC, OR EQUAL. ELECTRODES PER NEC.NEGINDICATED ON THESE DRAWINGS. REFERENCE SAME DRAWINGS FOR tel. (210) 408-1860 FOLLOWING: MECHANICAL WORK A5 REQUIRED FOR COORDINATION, POWER THE ABOVE EQUIPMENT SHALL BE FACTORY ASSEMBLED UNIT ONLY EQUIPMENT NOT IDENTIFIED. DISTRIBUTION, FIRE ALARM SYSTEM, AND INSTALLATION OF MATERIALS. GI5. CONDUIT: ALL WIRING SHALL BE IN CONDUIT, MINIMUM 1/2" (E.M.T. NOT ASSEMBLY OF MISCELLANEOUS PARTS. IS ACCEPTABLE WITH COMPRESSION FITTINGS ONLY ). FLEXIBLE P3. CONVENIENCE OUTLETS: ALL CONVENIENCE OUTLETS SHOWN SHALL BE G3. UTILITIES: COORDINATE WITH ALL UTILITY SERVICES. NOTIFY METAL CONDUIT 15 ACCEPTABLE ONLY WITH SEPARATE INSULATED GROUND PANELBOARD ENCLOSURE SHALL BE CODE GAUGE GALVANIZED NEMA TYPE 5-2OR, SPECIFICATION GRADE (HUBBELL #5352) DUPLEX UTILITIES OF COMMENCEMENT OF WORK. MAKE ALL ARRANGEMENTS FOR , SHEET STEEL, WITH CORNERS LAPPED AND RIVETED OR FORMED THE WIREAND ONLY FOR SWITCH DROPS OR LIGHTING FIXTURE WHIPS. ENT, ENCLOSURE HALL BE PAINTED AS SPECIFIED HEREIN. RECEPTACLES WITH COVER PLATES TO MATCH EXISTING. VERIFY COLOR TEMPORARY SERVICES. PROVIDE ALL WORK AND MATERIALS NECESSARY TO ALUMINUM CONDUIT, NM ("ROMEX"), NMC, AND SNM ARE NOT ACCEPTABLE. HITH ARCHITECT. ‘ 07 --. COMPLY WITH ALL UTILITY REGULATIONS AND REQUIREMENTS. PANELBOARD TRIM SHALL BE FOR SURFACE OR RECESSED MOUNTING RIGID CONDUIT: CONDUIT OVER 2" IN DIAMETER; OR EXPOSED TO MOUNTING AS INDICATED BY THE PANEL SCHEMATICS. TRIM SHALL BE ACCEPTABLE MANUFACTURERS: -�.-` a t- .fix 64. PERMITS: OBTAIN ALL NECESSARY PERMITS TO BEGIN AND CONTINUEFULL FINISH SHEET STEEL FASTENED TO CABINET (ENCLOSED) BY �% r:aM. "` HEATHER; OR EXPOSED TO POTENTIAL DAMAGE; OR USED FOR SERVICE APPROVED ADJUSTABLE CLAMPS. z` � L POWERS f WITH WORK. PAY ALL ASSOCIATED FEES FOR PERMITS AND OTHER ENTRANCE SHALL BE GALVANIZED RIGID STEEL TYPE. HUBBELL ° ' ,-.- MUNICIPAL AND GOVERNING REQUIREMENTS. PANELBOARD HINGES SHALL BE SEMI-CONCEALED FIVE KNUCKLE LEVITON JCA .; SL It `,E a PVC CONDUIT: PVC CONDUIT, MINIMUM SCHEDULE 40, 15 ACCEPTABLE STEEL HITH NONFERROUS PINS, 180 DEGREE OPENING, AND LOCATE ' .�- 05. EXPERIENCE: ALL HORK DONE SHALL BE PERFORMED BY QUALIFIEDPASS 4 SEYMOUR i NOT MORE THAN 4 FROM TOP AND BOTTOM NOR GREATER THAN 2b 1 " ELECTRICIANS, UNDER THE SUPERVISION AND DIRECTION OF A RADIUS RIGID STEEL TURNS.GAND ONLY WHEN INSTALLED HITH HIDE ON CENTER, FLOOR SERVICE BOXES: PROVIDE STEEL CITY CONCEALEDEE OPENIli,Of:'t SUPERINTENDENT HAVING SUCCESSFUL EXPERIENCE INSTALLING AND PANELBOARD HARDWARE SHALL BE CHROME PLATED FLUSH TYPE FLOOR BOXES CONFIGURED A5 INDICATED ON PLAN. PROVIDE POWER, SUPERVISING EQUIPMENT AND SYSTEMS OF SIMILAR TYPE AND SIZE AS ROUTING: CONDUIT ROUTING SHOWN 15 SYMBOLIC AND DIAGRAMMATIC COMBINATION LOCK AND CATCH WITH TWO KEYS. DOORS OVER 43" COMMUNICATIONS, DATA 8 SECURITY WHERE SHOWN. PROVIDE *GAB GAST INDICATED BY CONTRACT DOCUMENTS. INSTALL CONDUIT TO FIT ACTUAL FIELD CONDITIONS. HIGH SHALL HAVE CHROME PLATED VAULT HANDLE. BUILT-IN LOCK PRESET FOR WORK IN CONCRETE. AND 3 POINT CATCH FASTENING DOOR AT TOP, CENTER AND BOTTOM Gb. REGULATIONS: ALL HORK SHALL BE PERFORMED IN ACCORDANCE WITH BELOW GRADE: COVER METALLIC CONDUIT BELOW GRADE HITH P4. IG 4 GFGI RECEPTACLES: ALL ISOLATED GROUND DEVICES (IG) AND CURRENT RULES, REGULATIONS, AND INDUSTRY STANDARDS OF THE N.E.G., UL, ASPHALTUM OR BITUMASTIC TAPE. SEAL JOINTS AGAINST HATER. PANELBOARD DIRECTORY HOLDER SHALL BE A METAL FRAME HITH GROUND FAULT INTERRUPT (GFCI) DEVICES SHALL BE RATED 20 AMPERES IPCEA, NEMA, NFPA, OSHA, NATIONAL ELECTRICAL SAFETY CODE, AND ANY NON-BREAKER TRANSPARENT COVER AND TYPE WRI I I EN LIST OF AND SHALL HAVE AN DEDICATED INSULATED GREEN GROUND HIRE. THE LOCAL GODES, LAWS, ADA OR ORDINANCES. GI6. CONDUIT FITTINGS: ALL FITTING SHALL BE COMPRESSION OR THREADED CIRCUITS SHOWING POINTS SUPPLIED. GROUND HIRE SHALL BE RUN CONTINUOUS AND UNSPLIGED BETWEEN DEVICE NOTE: CONTRACTOR TYPE. USE OF SET SCREW FITTINGS IS NOT ACCEPTABLE. PANELBOARD NAME PLATES SHALL BE LAMINATED MICARTA, AND AND PANEL GROUND BUS. MUST CHECK AND VERIFY IN THE EVENT THAT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS FURNISHED ON EACH PANEL TO INDICATE THE PANEL, AND PANEL VOLTAGE ALL DIMENSIONS AND FIELD THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. VOLTAGE. CONDITIONS BEFORE DETER- MINING THE BID PRICE. ANY DEVICES SHALL BE 20 AMPERE INVERSE TIME TYPE CIRCUIT BREAKERS PANELBOARD MOUNTING HEIGHT SHALL BE b'-b" MAXIMUM FROM (HUBBELL #IG-5352). VARIANCE SHALL BE Gi. COSTS AND CONDITIONS: EXAMINE AND BECOME FAMILIAR WITH ALL UNLESS NOTED OTHERWISE. 120/240 VOLT CIRCUIT BREAKERS SHALL BE FINISHED FLOOR TO CENTER LINE OF TOP SWITCH OR CIRCUIT BREAKER REPORTED TO THE GON- CONTRACT DOCUMENTS IN THEIR ENTIRETY. SURVEY THE PROJECT AND RATED AT IOAOO AIC MINIMUM. MULTI- POLE BREAKERS SHALL BE UNLESS INDICATED OTHERWISE. GROUND FAULT RECEPTACLES SHALL BE UL LISTED, RATED 20 AMPERES STRUGION DEPARTMENT BECOME FAMILIAR WITH EXISTING CONDITIONS AND SCOPE OF HORK. ALL IMMEDIATELY. ATELY. NO EXTRAS INTEGRAL UNITS. USE OF HANDLE TIES IS NOT ACCEPTABLE. (HUBBELL #GF-5362). WILL BE PAID FOR WORK COSTS SUBMI I I ED SHALL BE BASED ON A THOROUGH KNOWLEDGE OF ALL CIRCUIT BREAKERS QUICK-MAKE, QUICK-BREAK, THERMAL MAGNETIC DONE DUE THE FAILURE OF WORK AND MATERIALS REQUIRED. ANY ADDITIONAL COSTS DUE TO FAILURE 618. FUSES: ALL FUSES 600 AMPERES OR LESS SHALL BE UL LISTED, CLASS WITH NON-WELDING TYPE CONTACTS. BREAKERS SHALL BE BOLTED } TIME CLOCKS: PROVIDE INTERMATIG 24-HOUR, -DAY TIME CLOCK CHECKING, THE EXISTING TO COMPLY WITH TH15 REQUIREMENT SHALL BE THE RESPONSIBILITY OF TO THE PANEL BUS, UNLESS NOTED OTHERWISE. BREAKERS SHALL BE CONDITIONS. RKI OR J, LOW-PEAK, DUAL ELEMENT, TIME DELAY, 600 VOLT. TRIP SET TO 20 AMPS. TO CONTROL SIGNS, LIGHTING, AND OTHER CYCLIC LOADS IDENTIFIED BY THE CONTRACTOR. ACCEPTABLE MANUFACTURERS: BUSSMAN, GOULD SHAWMUT. TENANT'S REPRESENTATIVE. PROVIDE CONTACTORS AS REQUIRED. VERIFY TWO AND THREE POLE CIRCUIT BREAKERS TO BE COMMON TRIP. EXACT LOCATION AND WIRING REQUIREMENTS. TIMEGLOCK TO REMAIN "ON" GS. SPECIFICATIONS: BECOME FAMILIAR WITH ALL PRIOR T SPECIFICATIONS, SIR. PENETRATIONS: ALL PENETRATIONS THROUGH FIRE-RATED SLABS AND LIGHTING CIRCUIT BREAKER TO BE "SWD" RATED. BETWEEN THE HOURS OF DUSK TO 12:00 AM MINIMUM. DESIGN CRITERIA, AND EQUIPMENT REQUIREMENTS TO ANY EQUIPMENT PURCHASE OR INSTALLATION. REFERENCE SPECIFICATIONS FOR PARTITIONS SHALL BE FIRE PROOFED TO THE SAME OR GREATER RATING DEVICES, MATERIALS AND WORKMANSHIP REQUIREMENTS. ADDITIONAL THAN THAT OF THE SLAB OR PARTITION. WHERE CONFLICTS OCCUR, NOTIFY GROUND NG AND E3ONO INC; Pb. INSTALLATION: DROP FROM JUNCTION BOXES TO DEVICES AS INDICATED ARCHITECT OR INTERIOR DESIGNER. REQUIREMENTS ARE GIVEN IN THESE NOTES AND THE DRAWINGS. THERE (AS APPLICABLE) ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND THOSE SHOWN SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN 620. ALTERNATES 4 SUBSTITUTIONS: SUBMIT FOR APPROVAL ALTERNATES FURNISH AND INSTALL A COMPLETE HIRED GROUNDING SYSTEM APPROVAL OF THE ENGINEER. OF ALL ITEMS SPECIFIED ON THESE DRAWINGS. THE CONTRACTOR SHALL MINIMUM #12 AWG, GREEN. CONDUIT GROUNDS ARE NOT ACCEPTABLE P7 EQUIPMENT EXPOSED TO WEATHER SHALL BE WEATHERPROOF. G . COORDINATION: COORDINATE WORK WITH ALL OTHER TRADES. GIVE BEAR THE BURDEN OF SHOWING PROOF THAT ALTERNATES REQUESTED FOR �./W SUBSTITUTION PERFORM IN AN EQUAL OR SUPERIOR MANNER TO THE SPECIFIED POWER ER R I SER GENERAL. NOTES: SPECIAL CONSIDERATION TO COORDINATING INSTALLATION OF LIGHTING, ITEM. INFORMATION SUBMIT �I~D FOR ENGINEER'S CONSIDERATION SHOULD WHERE REQUIRED, EMT CONNECTORS OR FLEXIBLE CONDUIT FITTINGS SPRINKLER PIPING, AND DUCTWORK. COORDINATE HALL OUTLET LOCATIONS SHALL BE BONDED USING A CONDUIT LOGKNUT. T 4 B SERIES #106, WITH MILLWORK. COORDINATE WALL SWITCHES WITH DOOR SWINGS. VERIFY INCLUDE PERFORMANCE CHARACTERISTICS, ILLUSTRATION OF FIELD OR EQUAL, UL LISTED. EXACT LOCATION, COLOR AND FINISH OF OUTLETS AND DEVICES WITH APPLICATION, AND COMPARISON OF THE SPECIFIED ITEM TO THE INTENDED ALTERNATE. GROUND TERMINAL RODS SHALL BE NOT LESS THAN 1/2" DIAMETER PI. TENANT'S ELECTRICAL CONTRACTOR SHALL COLOR CODE FEEDER INTERIOR DESIGNER, ARCHITECT, OR DESIGNATED TENANT REPRESENTATIVE AND 8 FEET LONG SHALL BE MADE OF COPPER GLAD STEEL. CONDUCTORS AT THE TENANT METER CENTER TO DESIGNATE PHASE PRIOR TO INSTALLATION. "ALTERNATE" REFERS TO A LUMINAIRE, FIXTURE, DEVICE, EQUIPMENT NEUTRAL AND GROUND. ITEM, OR MANUFACTURER OTHER THAN THAT SPECIFIED ON THE DRAWINGS OR CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. ALL CIO. PRODUCTS: ALL PRODUCTS SHALL BE NEW, SPECIFICATION GRADE. ENCLOSURES AND NON-CURRENT CARRYING METALS TO BE GROUNDED P2. TENANT'S ELECTRICAL CONTRACTOR SHALL FIELD VERIFY EXACT K.A.I.C. PRODUCTS OF A SIMILAR NATURE SHALL BE OF THE SAME TYPE AND IN THE SPECIFICATIONS. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR PAINTED SURFACES RATINGS OF THE LANDLORD'S DISTRIBUTION EQUIPMENT. PROVIDE SERIES MANUFACTURER. PROVIDE THE STANDARD PRODUCTS OF MANUFACTURERS ON ENCLOSURES. WHERE ENCLOSURES AND NON CURRENT CARRYING RATED EQUIPMENT. REGULARLY ENGAGED IN THE PRODUCTION OF SPECIFIED PRODUCTS, UNLESS 621. SHOP DRAWINGS 4 SUBMITTALS: SUBMIT MANUFACTURERS' STANDARD METALS ARE ISOLATED FROM THE CONDUIT SYSTEM USE BONDING d- OTHERWISE REQUIRED BY DRAWINGS. ALL PRODUCTS SHALL BE PRODUCT INFORMATION, PERFORMANCE SPECIFICATIONS, PHYSICAL JUMPERS WITH APPROVED CLAMPS. P3. ELECTRICAL CONTRACTOR SHALL BALANCE ALL PANELS AND ELECTRICAL CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH NATIONALLY DIMENSIONS, AND OTHER INFORMATION NECESSARY FOR ENGINEER TO EQUIPMENT TO 10% (+/-) BETWEEN PHASES: A/B, B/C, A/G REGARDLESS 0 RECOGNIZED AND ACCEPTED STANDARDS AND PROCEDURES. INSURE COMPLIANCE HITH SPECIFICATIONS. SHOP DRAWINGS SHALL BE ALL NEW RECEPTACLES SHALL BE BONDED TO A GROUND CONDUCTOR OF CIRCUITING INDICATED. -:01 SUBMITTED FOR APPROVAL PRIOR TO ORDERING AND INSTALLING ANY USING A #I2 AWG. MINIMUM BONDING JUMPER BETWEEN RECEPTACLE Lu CII. COMPATIBILITY: ALL NEW ELECTRICAL DISTRIBUTION EQUIPMENT SHALL EQUIPMENT. TERMINAL AND GROUND CONDUCTOR. METAL-TO-METAL CONTACT P4. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT ACCEPTABLE FOR OTHER SURFACES BOXES OR FLUSH TYPE BOXES, PER N.E.C. FIELD VERIFY EXACT MOUNTING SPACE AVAILABLE IN THE MATCH AND BE COMPATIBLE HITH EXISTING EQUIPMENT, BY MANUFACTURER 622. PROJECT RECORD DOCUMENTS: UPON COMPLETION OF HORK, PREPARE BOXES OR FLUSH TYPE BOXES. ELECTRICAL ROOM PRIOR TO INSTALLATION OF ELECTRICAL EQUIPMENT. TYPE, APPLICATION, AND SHORT CIRCUIT RATING. LIGHTING AND POWER PROJECT RECORD DOCUMENTS ("AS-GUILTS") ON A MOTOR AND EQUIPMENT TERMINAL BOXES SHALL BE GROUNDED BY Z Z m IY O SUITABLY REPRODUCIBLE MEDIUM ( HYLAR OR VELLUM ). PRESENT THE USE OF A MANUFACTURER-SUPPLIED GROUND LUG OR BY DRILLING P5� CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL 012. IDENTIFICATION: ALL ELECTRICAL DISTRIBUTION EQUIPMENT, CONNECTIONS. p.‘ O COMPLETED DRAWINGS TO TENANT, AND TWO SETS OF PRINTS TO INTERIOR AND TAPPING A HOLE FOR A GROUND SCREW. REMOVE PAINT PRIOR TRANSFORMERS, PANELBOARDS AND OTHER ENCLOSED EQUIPMENT SHALL i— CQ Q BE IDENTIFIED AS INDICATED IN THE CONTRACT DOCUMENTS. SAID DESIGNER OR ARCHITECT. "AS-BUILT" DRAWINGS SHALL INCLUDE ALL # Z IDENTIFICATION SHALL CONSIST OF PERMANENTLY ATTACHED ENGRAVED BRANCH CIRCUIT WORK, ANY PANELBOARD INFORMATION AVAILABLE, FINAL LIGHTING FIXTURES SHALL BE GROUNDED BY THE USE OF A PIGTAIL Pb. PANELBOARD(5) TO BE EQUIPPED WITH BOLT-ON BREAKERS. 0 tt Z 111_I LAMINATED PLASTIC NAMEPLATES. EACH BRANCH CIRCUIT OVERCURRENT SWITCHING, ETC. FASTENED ON BARE METAL THAT IS FREE OF PAINT. O kn Q W PROTECTION DEVICE SHALL BE IDENTIFIED BY CIRCUIT NUMBER AND 623. WARRANTY: WARRANT ALL MATERIALS, EQUIPMENT AND INSTALLATION //r�� G 3 SCHEDULED INSIDE PANEL DOOR. EACH BRANCH CIRCUIT SPLICE OR FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY TENANT. SPEC I AL. S'r5T EM S NOTES: (AS APPLICABLE) TERMINATION SHALL BE IDENTIFIED BY PANEL AND CIRCUIT DESIGNATION GENERA]. I.. IGI-0-NG NOTES: SHOWN ON THE JUNCTION OR OUTLET BOX, OR UPON INDIVIDUAL HIRES IN (AS APPLICABLE) CASES WHERE MORE THAN ONE OF EACH PHASE CONDUCTOR OCCUR. TEMPORARY SERVICES THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SPECIFIC ITEMS OF LI. FIXTURE TYPES: REFERENCE LIGHTING FIXTURE SCHEDULE AND 51. TELEPHONE SYSTEM: PROVIDE BACKBOARDS, CONDUITS, AND PULL TEMPORARY SERVICES: REFLECTED CEILING PLAN FOR COMPLETE DESCRIPTION OF EACH FIXTURE STRINGS. COORDINATE HORK HITH TELEPHONE COMPANY AND TELEPHONE A. TELEPHONE - THE TENANT'S GENERAL CONTRACTOR SHALL INSTALL A TYPE. LIGHT FIXTURES ARE IDENTIFIED BY LE I I ERS AND SYMBOLS. CONTRACTOR. COORD I NATE CONDU I T ROUTING HITH FIELD CONDITIONS. d 613. HIRING: ALL CONDUCTORS CARRYING GREATER THAN 50 VOLTS SHALL JOB SITE TELEPHONE AND NOTIFY TENANT OF THE TELEPHONE NUMBER PROVIDE CONDUIT FOR TRUNKS. PROVIDE CONDUIT FOR RUNS EXPOSED TO BE MINIMUM #12 AWG, SOLID, CU, SOFT DRAWN OF '3855 CONDUCTIVITY, AND THE NAME OF THE SUPERINTENDENT. PROVIDE SWITCH LOCATIONS: TYPICAL SWITCHING SHALL BE A5 SHOWN. HEATHER OR DAMAGE. VERIFY NUMBER OF INCOMING LINES WITH TENANT. UNLESS NOTED OTHERWISE. B. TEMPORARY WATER - HATER REQUIRED IN THE PERFORMANCE OF THE L3. EXIT SIGNS: FURNISH EXIT SIGNS WITH INTEGRAL 90 MINUTE NICKEL- 52. TELEPHONE/DATA RECEPTACLES: FURNISH AND INSTALL PULL INSULATION: PROVIDE TYPE THAI, TRAIN, THHN, OR XHHW TYPE CONTRACT SHALL BE PROVIDED AND PAID FOR BY THE CONTRACTOR. m INSULATIONS. COORDINATE INSULATION TYPES WITH CONDITIONS, NEG WATER USED FOR HUMAN CONSUMPTION SHALL CONFORM TO REQUIRE- CADMIUM BA! I tRY BASED EMERGENCY POWER SOURCE. STRINGS FROM OUTLETS TO b" ABOVE CEILING. VERIFY EXACT REQUIREMENTS, AND CONDUIT FILL REQUIREMENTS. ALL HIRING SIZES MENTS OF STATE AND LOCAL AUTHORITIES FOR POTABLE HATER. REQUIREMENTS WITH TELEPHONE EQUIPMENT SUPPLIER AND INSTALLER. ARE BASED ON 60° GOR 15° C INSULATION, ACCORDING TO CURRENT L4. EMERGENCY LIGHTING: SUPPLY EMERGENCY FIXTURES HITH INTEGRAL FURNISH AND INSTALL MATERIALS NOT PROVIDED BY TELEPHONE G. TEMPORARY ELECTRICITY - TEMPORARY ELECTRIC SERVICE REQUIRED a0 MINUTE BA I I ERY CONTRACTOR. RATING, REGARDLESS OF ACTUAL INSULATION USED. TYPE AG OR MG IN THE PERFORMANCE OF THE CONTRACT SHALL BE FURNISHED AND 3_ U.1 CABLE 15 ACCEPTABLE ONLY HITH TYPE THHN INSULATION. PAID FOR BY THE CONTRACTOR WHO SHALL FURNISH, INSTALL, AND MAINTAIN ALL TEMPORARY OVERHEAD CONSTRUCTION, METERS, DROPS, L5. FIXTURE LOCATIONS: REFERENCE REFLECTED CEILING PLAN FOR EXACT 53. FIRE ALARM: VERIFY FIRE ALARM REQUIREMENTS IN FIELD WITH HOME RUNS: PROVIDE MINIMUM # 10 AWG WIRING ON ALL HOMERUNS AND OTHER WIRING AND FITTINGS FOR BOTH LIGHT AND POWER AT LOCATIONS OF LIGHT FIXTURES. COORDINATE INSTALLATION IN FIELD WITH LOCAL AUTHORITY HAVING JURISDICTION. FURNISH AND INSTALL NEW GREATER THAN 100 FEET. LOCATIONS REQUIRED IN THE WORK AND SHALL BEAR THE COST OF TENANT AND ENGINEER. COORDINATE AIMING OF ADJUSTABLE FIXTURES IN INITIATION AND ANNUNCIATION DEVICES. PROVIDE HIRE AND CONDUIT D MAKING THE SERVICE CONNECTIONS. BEFORE FINAL ACCEPTANCE, FIELD HITH TENANT FOR TYING NEW FIRE ALARM INITIATING AND SIGNALING DEVICES TO 0 O TEMPORARY ELECTRICAL SERVICE FACILITIES INSTALLED BY THE NEAREST AVAILABLE FIRE ALARM INITIATING ZONE. 0 � CONTRACTOR SHALL BE REMOVED AND THE SERVICE CONNECTIONS NEUTRALS: SIZE ALL NEUTRALS FULL UNLESS SPECIFICALLYLb. INSTALLATION: WIRE FROM JUNCTION BOXES TO FIXTURES OR SWITCHES MEET ALL ADA REQUIREMENTS. - 0 SEVERED IN ACCEPTABLE MANNER. REDUCED ON PLANS. PROVIDE OVERSIZED NEUTRALS FOR FEEDERS AND AS INDICATED. ADDITIONAL JUNCTION BOXES MAY BE REQUIRED BEYOND SEPARATE NEUTRALS FOR BRANCH CIRCUITS SERVING DIGITAL COMPUTER D. TEMPORARY HEAT - WHEN REQUIRED FOR PROPER INSTALLATION OR THOSE SHOWN. O ii EQUIPMENT. PROTECTION OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL FURNISH AND INSTALL TEMPORARY HEATING UNITS AS APPROVED BY L'7. SUPPORT ALL FIXTURES ACROSS CEILING TEES OR FROM STRUCTURE COLORS: THE LANDLORD OR LOCAL AUTHORITY. ABOVE. IN NO CASE SHALL CEILING TILES OR PLASTER CEILING SUPPORT N PHASE: 208V WYE 240V DELTA 450V ANY FIXTURE. E. COST OF LANDLORD PROVIDED UTILITY SERVICES - IF THE LANDLORD A BLACK BLACK BROWN ELECTS TO PROVIDE TEMPORARY UTILITY SERVICES, THE CONTRACTORS. B RED ORANGE (HIGH LEG) ORANGE WILL BE 50 INFORMED BY THE TENANT. THE CONTRACTOR SHALL MAKE LT ry G BLUE BLUE YELLOW PROVISIONS OR COORDINATE WITH LANDLORD'S GENERAL CONTRACTOR TO PAY THE COST OF SAID TEMPORARY CONSTRUCTION AND UTILITY — D NEUTRAL WHITE WHITE WHITE W/ COLORED SERVICES. STRIP GROUND GREEN GREEN GREEN DRAWN BY: DATE: EHW 10/2c1/18 CHECKED BY: DATE: . RSW IO/2c1/18 SCALE: AS NOTED SHEET: ELECTRICAL SPECIFICATIONS a Lti ► W RSA CONSULTANTS 'P . Project Management * Design 12035 Colwick I San Antonio, IX 78216 I I/2" i tel. (210) 408-1860 t 2„ t , C I I/2" j 1 -c MOP SHOKTROL FOR ; ; ''" , WATER HAMMER ..=; .R. 4.0 Z Jt .ER. ALCiC `z Y. CLU4STE 4 VENT RISER 2 Off' 4 COQ WATER RISER 3) NO SCALE NO SCALE , NOTE: CONTRACTOR Y SUMS INCA P I X1URE CO1�NECT I ON SC�!-I'E UI-E MUST EGK AND v Ri>=E ALL DIMENSIONS AND FIELD CONDITIONS BEFORE DETER- MARK FIXTURE CH HH W V REMARKS ."=; .4/" SHALL BE REPORTED TO THE CON- MOP MOP SINK 1/2" 1/2" 2" 1-1/2" a. MUSTEE #IQF; ONE-PIECE MOLDED UTILITY TUB STRUCTION DEPARTMENT 20" x 24" WITH 15 GALLON CAPACITY. MOLDED-IN DRAIN 4 IMMEDIATELY.NO EXTRAS STOPPER W/ ONE SET OF ANGULAR STEEL LESS (4). HILL BE PAID FOR WORK AND I-1/2" PVC P-TRAP WITH 12" TAILPIECE DONE DUE THE FAILURE OF b. T$5 BRASS * 5-1111; DECK MOUNTED 5" FAUCET CHECKING THE EXISTING H/ LEVER HANDLES AND 4" CENTERS CONDITIONS. c. PROVIDE STAINLESS STEEL BACK PANEL. WG HATER CLOSET 1/2" - 4" 2" a. KOHLER #K-360a HATER CLOSET; WHITE CHINA; FLOOR MOUNTED (HANDICAP) 1.25 GAL. PER FLUSH. ii , �� b. MCGUIRE #2166LK 1/2" ANGLE SUPPLIES. I — I c. CHURCH *2a5C WHITE, OPEN FRONT SEAT. LAV LAVATORY 1/2" 1/2" 2" I-1/2" a. KOHLER #K-2030; HALL MOUNTED; WHITE CHINA; --°_ .—...7. ' (HANDICAP) 2O"x IS"; 5" CENTERS b. CHICAGO FAUCET #404-VE2805-317ABCP, 05 GPM; 4" WRIST BLADES , c. CHROME PLATED GRID STRAINER. 'Li ,2- ° r d. I`1 GA., 11/2" P-TRAP. _ f e. I/2"x 3/5" STOPS 4 SUPPLIES; CHROME PLATED. \ / f. WADE SERIES 520 CARRIER. g. TRUEBRO #IO2 P-TRAP AND SUPPLY PIPING INSULATION KIT. - -__ FD FLOOR DRAIN 1/2" - 3" I-1/2" EXISTING TO REMAIN. HH HATER HEATER 3/4" 3/4" - - EXISTING TO REMAIN. - j_________ HP HASTE PUMP - - 2" - EXISTING TO BE RE-LOCATED. IkAit. 't4- I 1. ALL FIXTURES SHALL HAVE AN INDIVIDUAL SHUTOFF VALVE. r-- - 2. ALL FIXTURES SHALL BE PROVIDED H/ A SHOKTROL. SALES AREA I 3. INSTALL A METER AND/ OR BACKFLOW PREVENTOR A5 LOCAL CODE REQUIRES. 14,r\ t iiirillarillid 1 \\,04 ‘ir./ t' 1/1111111114 t'kl ' 54( mJ H_ In F'LUM5 INCA KEYED NC7T 5 it , 0 ~ : �j Q UI INSTALL NEW SHUT OFF VALVE LOCATED AT EYE LEVEL 1 AT•irAbl+ , Ny e, IN A HALL BEHIND A LABELED ACCESS DOOR ON ivrr.. W- 0 Q (Y EXISTING COLD HATER LINE FEEDING SPACE. •P 1 iI 01N5TALL NEH HATER METER UNDER EXISTING LAVATORY � I . UNLESS ALREADY EXISTING. FIELD COORDINATE / IL LOCATION AND EXISTING CONDITIONS. szy ,\ 1 0 RE-PLACE EXISTING PLUMBING FIXTURES WITH NEW. \ • I il \I/E.:- CONNECT NEW PLUMBING LINES TO EXISTING. FIELD • ` Ii rrrrr w6 COORDINATE LOCATION AND EXISTING CONDITIONS. it I NEW \/ I�` , e..._ 0 CONNECT NEH 1/2" HOT HATER TO EXISTING HOT HATER 1 ' ` LINE @ EXISTING HATER HEATER, FIELD COORDINATE i yX ---------- ---- >- EXACT LOCATION. O CONNECT NEW 1/2" COLD HATER TO EXISTING COLD ---r --- WATER LINE BY OLD JEWELER'S SINK, FIELD COORDINATE EXIST. HASTE LOCATION. EXIST. VENT ►' X ua CONNECT NEH I-1/2" VENT TO EXISTING VENT LINE BY THE EXIST. GOLD HATER EXG. OLD JEWELER'S SINK, FIELD COORDINATE LOCATION. BACK ROOM 'mss OZ CONNECT NEH 2" HASTE TO EXISTING HASTE LINE BY THE 1 r—iOLD JEWELER'S SINK, FIELD COORDINATE LOCATION. ' I z O -05 0 RE-USE EXISTING HASTE PUMP TO PUMP THE MOP SINK HASTE TO THE EXISTING HASTE LINE ABOVE CEILING @ EXISTING -1 JEWELER'S SINK. UM C\ ,4N 0 ... ri- 0 EXISTING HATER HEATER TO BE REUSED. CONTRACTOR TO I SCALE: I/4"=14—O" 0 Q FIELD VERIFY UNIT IS IN PROPER WORKING ORDER OR 111 ai REPAIR/REPLACE A5 REQUIRED WITH SIMILAR, AT LEAST 10 N GALLONS. -. dJ N 1 O 1 Q 0 EXIST. ,�H Q I ABOVE *am. WN BY: DATE: EHI^i 10/2(4/1 8. 0 Vij / 0. ?� - - - - I CHECKED BY: DATE: EXIST. FD ), HC EXG. EX0. RSW IO/2cf/I8 00 /10 TOILET CORRIDOR SCALE: ii , LAV ROOM 0 AS NOTED , - SHEET: PLUMBING PLAN 0