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10065 SW CASCADE AVENUE-5 R evieion s No Dob tlon "1k- PERMIT APPVCATiON rn VQ` T YS CHOLES OR Q n �m S US C) m Q_j a •�\ U m = 1. 1-21 ®RN $0 00 aTORE LOCATION .- -MAP, oieTM Drawing Reterences No Drowln 0 47, 10065 5 . 1. CASCADE BLVD . CITYpTIQAAD CITY ? eGA RD Nj APP►oved ...................................... Approved, ... .................................. .� Conditionally Approved..,ll�,�'.�,....�1' ..... tr�� Cortiitionally APProvod..... TIAD For only tho work described In: • � For only thti work as describod in: Y� O PERMIT n!0._ �- -` 1 _ PERMIT N0. ' ) GON :;I:;) letter to: Follow.. ................................... See Follow ... ......... '� i 0 Letter to: o .. .. .. Attach. '� �� Attach. •CON C ' (..*,% EP -_ �2000 - REMODEL L, -- tDate _� 7 CIVILRCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL C1 SITE PLAN _ --- AO COVER SHEET S1 GENERAL NOTES k TYPICAL DETAILS M1 MECHANICAL FLOOR PLAN E1 ELECTRICAL NOTES & SYMBOLS THIS DESIGN CRITERIA IS PROVIDED FOR BUILDING OFFICIAL REVIEW CONVENIENCE BID DATE: CADD NAME: eD9A0o PROJECT NO.: X66_off.__ D1.0 DEMOLITION, FLOOR PLAN S2 FOUNDATION AND ROOF FRAMING PLANS M2 ENLARGED MECHANICAL PLANS do DETAILS E2 POWER PLAN ONLY AND IS NOT INTENDED FOR USE BY COMPONENT DESIGNERS OR MANUFACTURES DRAWN 8Y: 609 O _ CHECKED O. l 66JCA D2.0 FLOOR PLA EXTERIOR ELEVATIONS S3 DETAIN M3 MECHANICAL SCHEDULES E3 RACKING POWER PLAN AS THEIR SOLE DESIGN CRITERIA WITHOUT VERIFICATION. EACH DESIGNER AND/OR PRO A1.0 FLOOR PLAN AND DETAILS Pt PL.UMBINi, FLOOR Pl.J1N MANUFACTURER MUST INDEPENDENTLY CONFIRM ALL CODE CRITERIA WITH WHICH fOTYPE DESIGNATION: 1fl9746KCPU REV. fl8 I E4 POWRLIGHTING PLAN HIS ELEMENTS OR COMPONENTS MUST COMPLY, INCLUDING BUT NOT UM!TED TO A1.1 VEST18ULf: PUN AND DETAILS � P2 PLUMBING SCHEDULE do DETAILS E5 POWER DETAILS LOADING, APPLICATION, FUNCTIONALITY, ETC. PERFORMANCE CRITERIA PROVIDED A1.2 ENLARGE) OFFICE PUN Le E6 COMPUTER SYSTEM HARING DIAGRAM ELSEWHERE BY A SPECIFIC DISCIPI.I.'rf. SHOULD BE REGARDED AS THE MINIMUM J FP1 AUTOMATIC SPRINKLER PLAN E7 PANEL SCHEDULE STANDARDS ACCEPTABLE TO THE (,LIFNT. EACH SUPPLIER MUST EV�,LUATE THESE Az.o EXTERIOR ELEVATIONS (, r� Ea RISER DIAGRAM MINIMUMS AGAINST SPECIAL' INDU.;'1•'Y STANTDARDS AS WELL AS CODES LAWS, @Lr!.�C�i" O A2.1 STOREFR JNT ELEVATIONS � A3.0 ROOF PLAN AND DETAILS EFF1 FIRE ALARM AND SECURITY CABLING PLAN ORDINANCES, AND UND'.RWRIEER Rt.L�UIREMENTS GOVERNING HIS PRODUCt AS WELL 10877 WATSON ROAD A4.0 AS OWNER INSURER REQUIREMENTS, AS APPLICABLE. THE MOST STRINGENT OF ST. LOUIS, MO 6:3127 WALL SE DETAILS EMSi ENERGY MANAGEMENT SYSTEMS THESE CRITERIA SHALL GOVERN, PR CTM AER °r AS.O WALT_ SECTIONS AND DETAILS y ASA MISCELLANEOUS DETAILS A8.0 SCHEDULE, AND DETAILS `Sf1 ' F1 INTERIOR F,NISN PLAN AND DETAILS THE FOLLOWING INDIVIDUALS WERE TEAM MEMBERS INVOLVED Fl FIXTURE PLAN (FOR INFORMATION ONLY) IN THIS PROJECT UNDER THE DIRECT SUPERVISION OF THEIR RESPECTIVE PROFESSIONAL OF RECORD: 10,10 AM MEMBERS PROFS PROJECT E: DERRICK OF CORD: OREGON • ARCHITECTURAL TEAM: S.IM. MUELLER J ES C. L.BERTS �� 27 HVAC/1'LUMB. TEAM: T.M. GRASSI. J.W. SNYDER, K.A.WOGTECH 14-821-POO ELECTRICAL TEAM: EB. HERBERT STRUCTURAL TEAM: L. LAWSON, M. NOWAKOWSKI 4 CIVIL TEAM: D.K. HEITMANN QUALITY ASSURANCE TEAM: J"L• MOORE - CODE DATA SUMMARY � NOTE:CO � DE REVIEW SYM SOL •� National Office 46, From Road JOB NAME: TOYS 'R" US Poromas, NJ 07652 D. OCCUPANT LOADING':. FT./P A.C.T. ACOUSTICAL CEILING TiLE JT. JOINT 1 LOCATION: 10065 S.W. CASCADE EILVD. SALES AT 30 5U. FT./PE250N 1 118 ROOM NUMBER IDENTIFICATION 104 A.F.F. ABOVE FiNISH FLOOR KRU KIDS 'R' US (201) 599-7800 �� ASPH. ASPHALT TiGARO. OREGON SECURITY RM., PRE-SALES AT 300 SQ. FT./PERSON 20 DEFECTION AND ALARM SYSTEM LAM, LAMINATE (;�OFFREY Fg MISC. OFFICES, BREAK RM. ETC. AT 100 SQ. FT./PERSON 22 - ^ BLK BLOCK LAV. LAVATORY A. BUILDING CRITERIA; RECEIVING AREA AT 30 Sq. FT./PER PERSON 4 TOYS R US, INC. WiLL COMPLETE THE INSTALLATION DOOR NUMBER IDENTiFiCi 71ON U BLK'G BLOCKING LP. LOW POINT ` C OF THE INTRt1SION DETECTION AND CCTV SYSTEM W17H CLG. CEILING MAX. MAXIMUM This drawing is the Exclusive Property of HUILDING CODE: 1904 U.B.C. WITH 19aC OREGON ADMENDAIENTE TOTAL PEOPLE 1,182 REMOTE CENTRAL STATION MONITORING PRIOR TO BUILDING USE: AoERCAN71LE COMPLETION OF THE PROJECT. CPU CUSTOMER PICK-UP MTI.. METAL TOYS, "A" US. The information shown may [ OCCIJPANC1r: M WALL :SECTION � C.T. CERAMIC TiLE MIN. MINIMUM not be used nor the Drawings Reproduced COnt STRu(:floN TYPE: III N E. EXITING REQUIRED: TABLE OF REQUIRED THERMAL LI AND R-FACTORS 2 3 CONIC. CONCRETEM.O. MASONRY OPENING without permission of FOYS "9" US. TOTAL. F3LHLL?iNG (NEW CONSTRUCTION ONLY)F ------ -----Q' CONT. CON IINUCIUS N.I.C. NOT IN CONTRACT - y AREA: (Inside Face Of Walls) 43,125 SI;.FT. SALES & MISC. OFFICE AREAS 1,138 PC.J. CONTROL JOINT N0. NUMBER PEOPLE + 0.20 m 227,6 PRE-SALES, SECURITY RM. RECEIVING AREA 24 PEOPLE + 0.20 - 48 ROOF INSULATION R - 12.5 DN. DOWN O.C. ON CENTER LocationDIA. DIAMETER O.H. OPPOSITE HAND B. ALLOWABLE ,AREA: PERIMETER INSULATION (WHEN APPLICABLE) R - 5.0 DWG. DRAWINGITE -- - OPN'G OPENING TIGARD, OREGON BASE A,REA,: 24,000 SQ.FT• TOTAL REQl11RED 232.+ CONCRETE BLOCK -- 12' W/ CORE INSUUITiON U � 0.18 E.F. EACH FACE P.B.C. PLUMBING CONTRACTOR •I- UNLIMITED AREA: 72�oOO SU.F•I. � MANDOOit ►J 0.71 E.W. EACH WAY PEAS. LAM. PLASTIC LAMINATE F. EXITING PROVIDED NET EGRESS WIDTH OVERHEAD DOORS U - 0.20 E.W.C. ELECTRIC WATER CCK)lFR PL PLATE FIBERGLASS BArrs 4" R 19 EL. ELEVATION PLYD PLYWOOD Drawing Title DOOR 1 k 2 (129 1/2") i/4" GLASS: CLEAR BLUE C. BUILDING AREA: DOOR 3 k 4 (129 1/2") U-VALUEW) 1.09 1.09 ELC ELECTRICAL CONTRACTOR RAD. RADIUS TOTAL (Inside Face Of Wulli) 43,125 SQ.F-T. DOOR 13, 14, 20 k 32 (4 O 33')(132') U-VALUE (S) 1. 03 1.09 'TYPICAL DETAIL DESIGNATION EXIST. EXISTING REF•CLG.PL. REFLECTED CEILING PLAN U-V TRANS.SALES 03,480 SQ.FT. ODOR 19 (gg") SOLAR FACTOR .82 .59 EXP, EXPANSION REQ'D REQUIRED COVER SHEET OFFICE DOOR 26 & 27 667E 31!i 253 SQ.FT. (81 1/2•) DETAIL NUMBER F-P. FIREPROOF STL. STEEL PRE-SALES, !3ECURiT1' RAI. (Ground Floor) 6,034 SO-FT. - --- ---- 1 INSULATED GLASS: CLEAR BLUE FIN. FINISH(ED) SUSP. CLG. SUSPENDED CEILING TOTAL EGRESS U-VALUE �St� .3T .31 T.O.M. SUPE MASONRYScale Date MISC. or Flcf,, BREAK RiN., RESTROCIMS EiC. 2,159 SQ.Ft, U-•-VALUE .33 .33 SHEET 'INHERE z 1 SHEET WHERE GA. GAUGE WIDTH PROVIDED (305.5") 4 CONTR. CONTRACTOR T.O.S. TOP OF STEEL AS NOTED RECE7VIN(; AREA, POMA.R RM• 1,200 SOFT. SOLAR FACTOR .80 .39 r. MISCELLANEOUS U-V TRANS. 2871 15z DETAIL. !S DETAIL IS GALV. GALVANIZED TRU TOYS 'R' US 10065 SW Cascade _ FULLY SPRINKLERED REFERENCED SHOWN GL. GLASS TYR TYPICAL Sheet No. BLIP 96- TRAVEL DISTANCE DOES NOT EXCEED 200' H.M. HOLLOW METAL U.O.N. UNLESS 01HERMISE NOTED rl H.P. HIGH POINT V.C.T. VINYL COMPOSITION TiLE 1 of 35 HAC HEATING At A/C CONTRACiOR W/ WITHD I.D.C. INSIDE DIMENSION CLEAR WD. wow A 0 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED Ijl{I�I III II III11I�1�I i{1{;11,1{1{1 I t{!{I{i�l{I{i{ I{III{ijl{i{I Imet IIIlllli tlllllill Ilillll!IbIllllll!lIIIiIiIIllUillllll 111111111111111 111111111111 llltlII111111111111111 IIIIIIIII ill111I111ii1e11I111111111111111111111111t11111 IIIIIeIItlHlllllet IIiIIHiI lel it ! Teti 1 t it I 1 I l I ! tit t ittlutt ttthtet nu tet tees Tele enellue Iuel ee uellnu ill VI [ ' Y 1 w .. 2 FO TP A vpaPTN — -- 1/2' R THIS /4/46A SHALL �9' I'.IZ?T L TArAIJ VWL.TMltA./ASTT1C14IW SIGN to 10 CLODS • Revisions ' ? 8AA4CIk>. LFLL TE w/ I ~ M I N U 1 E G�./ ,,,1 A`rfc ��o v f ��'6^/G V S T t, a G L A�, hli o.�. o�wy►Il�r+ kiITER114J 4 SSC-0 V1/ SI!l_rn IND PARKING � � �. eQAJ TQO4. �L/4 h�/�►/IJ: f C� Apvx,,,%G/4!v v4j✓Mb C C-3 (INCLUDING cNG DO skf G'S) LocH?'/G.�./ W/ j'�� /t�r ) SEC-3 (INCLUDING DOOR OPNG'S) NC TL L + SCORED DE TEC TALi..E ' SICA TO BE PFO U T MER, � - _. _._ -__A____-__ 1/2* PRE-MOULDED EXPANSION JOINT CONC. WARNING PAAIJL.NT BY CONTRACTOh C U 1 O I'I I E R NCi j�"E S/(+h/ ',S N/�LL `. . - �... «.,..�. CONTINUOUS. _ s oma__ . ~fir ��~ �, ---$4 OUNT. TYPICAL AT CUkb;; - O.C. ED JOINTS 0 _ � - (SCORED JOINTS • 4" R�/v,ov� F,cNLsr o��3 r-. :_.,- ��R�`` f OFftil nC1, ov M T�� LAN0.�,�•HP'/A1` ��L �C^7a H Y,0 R4 NT S SCE CART CURB AT PORTIUN PICK — UP N TOPOFPAV OP TO L .S/�/'J � ti, � � �./�N�L a A/^/� r�,p h/l�h/ /,S�./q�p I ' _ - -3!4' CHAMFERED EDGE. � FLUSH 1MTIi 10P OF WALK MR CO V'&P l%' hSA=0v^LT �i��/Iv/� N: GJQ[•j (Tia n'1A'TL N /T!,/ SLOPE I ALONG SIDE NALK. ONLY V 70 -5 E ¢ 9 f v opt LVA `S l V W LJR4 (Ta A1^701 04)L A/,� /SL A%A o SIDEWALK - REINFORCED WITH �rWJ /Li.C/i SS f 4?M./r.' N,L,SKo/`L$-� w/ L C� C/Q7�R7 L,/1►/mss, ` WIRE MESH RE: STRLIC.T. LnU5. I I —/4 BENT DOWELS O V-0" O.C. I 1 EXTENDED 24" INTO SIDEWALK---�3BAR5#(CONT.) 71 --4" AGGREGATE w SIGN DETA r �, 4 � � 1 � 8 � B� )v NT'Er� M � - - - �Ly aE - �Nr �i CONCRETE WALK SECTION �► M'o 5 taw,SD �, ,S1 F C \I Q 'T'!' ,....:.... C.P.M�°�1�0�_,.:ado, h . _. �'W�'R'MMA 1� ,0►5; 4 7"' y�NV/A,� , a a 34 -- q , S/ND,L h/A►Mf.lt I m Ccswrit�i,T�AM M f.+n �•� D ' UPAN f SCNJW l __. v ti/C7 r!�, G IOW TR/c►G ToAQ $Ad ANLL C L eA/V $ E.c/ST, GrIeC�J/T 7'NNrry ReP/NI#.I T AM.L .s 1"ol� $ASGS OSHA - A�F;r,T - - - - o Ex Is r. c a�N 7ra c))rc,a rc� ►:�A z�D ,L,,,T A�� c.''� pac.s.S 41ray, , 9 00 ---_S con �4 4 sN+% h ( A! j Mb` �Sg� QC00 �A I,M: Revisions KEYED DEMOLITION NOTES No Dat. Gosoriptim PERMIT APPLICATION RLMOVE EXISTING DOOR(S), FRAME, AND HARDWARE. (REMOVE OPERATOR, SENSORS, 1 Z 3.5 5 6.5 • 9.5 10 11 MATS, ETC. AT AUTOMATIC DOORS.) L 2 ) REMOVE: EXISTING STOREFRONT WINDOWS COMPLETELY, INCLUDING: FRAME, GLAZING, ANCHORS, ETC. Now C:13 t I �3 j SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE MASONRY WALL, FROM 8' MINIMUM I I BELOW FINISH FLOOR TO TOP OF MASONRY WALL K WIDTH AS DIM--NSIUNED ON PLAN. '19 l'J SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE MASONRY WALE_ FOR NEW DOOR OPENING. REFER TO PLAN FOR DIMENSIONS OF SIZE AND LOCATION UVLRCUT 2 6 OPENING AS REQUIRED TO TOOTH-IN NEW FLAT-END CONCRETE BLOCK AT ,IAMBS, INSTALL NEW UNTIL., (REFER 10 UNTEL SCHEDULE ON STRUCTURAL DRAWINGS) r AND REMOVE CONCRETE MASONRY TO 8" MINIMUM &I OW FINISH FLOOR FOR NEW SILL I =5 REMOVE EXISIIhG MANSARD COMLETELY INCLUDING: METAL SIDING, SHEATHING, METAL FASCIA 1c I r SOFFITS, METAL TRIM, METAL FRAMING, WNOIX) BLOCKING, ANCHORS, ETC,.. DISCONNECT AND REMOVE [23 > �` EXISTING EIEC. FIXTURES, WIRE AND CONDUIT; CAP EXIST. ELEC. SERVICE INSIDE EXIST. MASONRY WALL. C 6 REMOVE EXISTING EXTERIOR SIGNAGE. DISCONNECT, REMOVE, AND CAP EXISTING ! I I NOON - ELECTRICAL SERVICE INSIDE EXISf1N(; MASONRY WAIL. o rt - --- -- -- REMOVE EXISTING BATTENS COMPLETELY, INCLUDING, BLOCKING, ANCHORS, ETC. �_8] REMOVE EXISTING ALUMINUM AND GLASS EXI1 VESTIBULE COMPLETELT INCLUDING, GLAZING, ALUM. FRAMES, BLOCKING, FLASHING, ANCHORS ETC... DISCONNEC; AND REMOVE ' ALL ELEC. AND MECHANICAL EQUIPMENT, WARE ANI) CONDUIT; CAP EXIST. ELEC SERVICE INSIDE EXISTING EXTERIOR WALL. I I I I I REMOVE EXISTING RAILINGS, FIXTURES, RLGISFERS, SIGNS AND ALL OTHER S10RF ACCF5S044I . COORDINATE WITH THE TRU FIELD REPRESENTATIVE. 10 REMOVE EXISTING SECURITY CAGE COMPLETELY, INCLUDING WIRE MESH, FRAMING, EIC. 11 REMOVE ALL ABANDONED CONDUIT, DUCTWORK, PIPING, HANGERS, EQUIPMENT ELUIPMENT (23 } SUPPORTS, ETC. REFER TO MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR MODIFICATIONS TO THESE: SYSTEMS. / C ► I- $,Q, a�is C=ss s sem-lw s.1�s s= am a s: sI- I-i2� Rf MOA EXISTING SUSPENDED ACOUSTICAL CEILING COMPLETELY. INCLUDING: SUSPENSION \\�`''�JJJ <_ GRID, ACOUSTICAL CEILING PANELS, LIGHT FIXTURES, H.V.A.C. DIFFUSERS, SUSPENSION FI WIRES, SEISMIC BRACING (IF ANY), ETC. Drawing References-- 1J II I REMOVE EXISTING LIGHTING FIXTURES, REFER TO ELECTRICAL DRAWINGS. No Drowln b I 14 REMOVE EXISTING STUD AND DRYWALE PAR t111ON COMPLETELY, INCLUDING: ANCHORS. u BRACING ETC. DISCONNECT, REMOVE AND CAP ELECTRICAL SERVICE, II 15 DEMOUSII ENTIRE EXISTING TOILET ROOMS, REMOVE TOILETS, URINALS, LAVATORIES, THE f Ul10WING NOTES ARE INTENDED TO CONVEY THE GENERAL I TOILET STALL PARTITIONS, ACCESSORIES, CERAMIC TILE FLOORING AND WALL FINISH, SCOPE OF THE DEMOLITION FOR THE NEW CONSTRUCTION, BUT STUD PARTITIONS, CEILING, ETC. DISCONNECT REMOVE AND CAP ALL ARE NOT INTENDED TO BE EITHER EXHAUSTIVE OR RESTRICTIVE. ll II PLUMBING PIPING BELOW FLOOR SLAB AS DIRECTED ON PLUMBING DRAWINGS. REFER IN GENERAL, THE CONTRACTOR MUST PROVIDE ALL DEMOLITION TO PLUMBING DRAWINGS FOR ADDITIONAL PLUMBING MODIFICATIONS. AND REMOVAL NECESSARY TO IMPLEMENT THE FULL SCOPE OF NEW CONSTRUCTION. ITEMS NOT SPECIFICALLY NOTED FOR - 16 REMOVE EXISTING JANITORS CLOSET, REMOVE FLOOR SINK, WATER HEATER, SHELVING. SALVAGE AND/OR REUSE 8Y THESE Drx'UMENTS OR BY THE II ACCESSORIES, STI10 PARTI'IuNS, CEILING, ETC... DISCONNECT, REMOVE AND CAP AL1 OWNER REPRESENTATIVE SHALL BE RFMOVF_D FROM THE SII[ ll II PLUMBING PIPING AS DIRECTED ON F'LUMBING DRAWINGS. DISCONNECT, REMOVE AND CAP ALL AND LEGALLY DISPOSED. ELEC. LINES AS DIRECTET) ON ELECTRICAL DRAWINGS. 17 EXISTING DOOR AND FRAME TO REMAIN. DOOR SHALL BE BOLTED SHUT WITH DEADf30ET LOCK � I� AND AiARM CONTACTS, COORDINATE WITH IRU FIELD REPRESENTATIVE. M � II 18 RLMOV1. (_MI`3TING CUSTOMER PICKUP AREA INCLUDING. COUNTERS, SHEEVES, FIXTURES, ETC... j 21 �I 19 REMOVE EXISTING CONTROL TOWER COMPLETELY, INCLUDING. STUD, PLYWOOD/DRYWALL PARTITIONS AND WOOD CAPS, FL GORING, FLOOR DECKING, FRAMING, STAIRS, AND ALL � (I CASEWORK DISCONNECT, REMOVE, AND CAP ELECTRICAL SERVICE. / L2.1}-•� p �I 23 20 REMOVL EXISTING SERVICE AREA AND PLATFORM COMPLETELY, INCLUDING: ALL CASEWORK, 14 111 - PLATT-013164 FLOORING, GECKING, AND FRAMING. DISCONNECT, REMOVE AND CAP ELECTRICAL, P.A., AND SECURITY SERVICES. 21 REMOVE AND SALVAGE EXISTING STYLI GONDOLA CHANNEL AND SUPPORT ROOS FIR RELOCATION. REFER TO SHEET A1.0 T r �: - SII 22 26 .2 REMOVE f XIS ING STEEI STAIRS TO ROOF ACCESS PL ATT-ORM i) 27 II Ll - J REMOVE EXISTING EXIFRI(?R WALL. .PACKSCAP ELECTRICAL SLR'�►CF INSIDE BUILDING - -- - --- - I — u U blo DATE: _ _— 23 E- SII I SEE ELECTRICAL DRAWINGS. _ '- - _ __. �I II CAD6 NAME: PRO.;ECT NO.: . a 8QD •"'�`�) f'��"'- _ - IliWT h DRAWN BY: _ M s CFif.CKEO BY: LFD JCA REMOVE PORTION OF EXISTING ROOF ACCESS PLATFORM DECKING AND FRAMING. I K) II PROTOTYPE DESIGNATION. HjXWKGPI' EV_ 2-2e INC_UDWG BUT NOT LIMITED TO PLYWOOD DECKING, WOOD FRAMING, ETC. -�Ig __ I / ro \ i II i r—Omni,— Ono l 25D SAWCUT AND REMOVE PORTION OF CONC. SIDEW.AL.K do ASPHALT PAVEMENT RED'D, FOR THE CONST. OF @ F. J II /ll OC NEIN FOUNDATION AND FLOOR SLAB FOR NEW VESTIBULE:, AND NEW CONC. SIDEWALK. t- ?5 � �/ 1 T I F THE LIMITS N r •� LJ 1S ,I I 32 I W II e SEE SHEET C OR ELM S OF NEW CONCRETE. SIDEWALK. I � \ �-O-I I�-� / I I {� 11 ' L J r 3t 10877 WATSON ROAD [26 EXISTING H.V.A.C. SYSTEM IS TO BE MODIFIED, REFER TO MECHANICAL DRAWINGS FOR _ ^-- L FIRE RISER II �) WORK REQUIRED. REMOVE ALL DUCTWORK, DIFFUSERS, AND OTHER MECHANICAL EQUIPMENT �-'! -'---- - -II � FIRE MAIN +- f LOCATION rl I) ST. LOUIS, MO 63127 NOT TO BE REUSED FOR MODIFIED MECHANICAL SYSTEM. C_?-) PROJECT MANAGERS 3S GAS METER - M 27 REMOVE ALL STRUCTURE HUNG SIGNAGE, HANGERS, RODS, CHAINS, ETC. 12 Com- { J- - --� I I '� PR CF£ -_ ENLARGED 28 LE REMOVE EXISTING SAFE. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL THE NECESSARY [ j� �.� I I'- II I �b i - DEMOUTION E EQUIPMENT REQUIRED ?0 SAFELY REMOVE AND DISPOSE OF THE EXISTING SAFE. PLAN Nr„-- N 2=9 REMOVE REMOVE EXISTING METAL CANOE Y COMPLETELY, INCLUDING: ROOFING, DECKING, FRAMING, 12 ( L1'II v I I i X21 21 _ - SUPPORTS/BRAGNC, DRAIN, DOWNSPOUT, CEILING, ETC... ,2 II Ij�{�5 I �'�II ® REMOVE EXISTING WOOD SHELF W/ COAT HANGER ROD. COMP LFTEE Y. II �I I I r1V I I, {2� EGON o � -- - -_. - -•- - ------ ------ - +R _ _ PROFESSIONAL 9p alD DISCONNECT AND REMOVE EXISTING TELEPHONE AND CABINET, RETAIN FOR POSSIBLE - -"" - '- '� - { j=) II /I I - OF RECORD: I ./,f RIL 2T REUSE. COORDINATE TELEPHONE REMOVAL W TELEPHONE COMPANY. --` -- - - -1 I � 1 � � ( Wb� � / ._,� _ _L _- t. + � �I / I JAMES C. �LHER 10 S C. • 32 DISCONNECT AND REMOVE EXISTING ELEC. WATER COOLERS. CAP OFF EXISTING DRAIN LINES `-f 30) _ II f F a a I 1 I 314 1 �O BELOW F,NISH FLOOREXIST .J REMOVE EXISTING WD. FRAMFO CEILING O EXISTING .NTRY VESTIBULE COMPLETELY, INCLUDING; WALL 0 EMEXTERIOR C.M.U. \ 14 _..__- '.lI �� III II I r --_-- r- 4� „� a i r 2x WD FRAMING, GYP. PC., PLYWOOD DECKING, UGHT FIXTURES, CART CURB, ANCHORS, ETC... I I so 34� DI5(.ONNI CT AND REMOVE EXISTING UNIT DOOR HEATER, INCLUDING CONDUIT, WRING. ANCHORS, ETC... i 17 I 33 14 I I I 4 J REMOVE. AI_L EXISTING VINYL WALT_ BUMPS R5. �35 I II aaw�a� ram I I I 1 34 I � Nati not Office REMOVE EXISTING METAL COPING COMPLETELY, WHERE PARAPET IS TO BE EXTENDED. Para us,461 ram Road W '0. REMOVE METAL COPING, WOOD SILL, WOBLOCKING E.TC... AS REOTO PROVIDE A SMOOTH t E VEI I �-,- - {--� '� NJ 07652 34 SURFACE SUITABLE FOR THE INSTALLATION OF NEW CONC. BLOCK PARAPET EXTENSION. O _, _ - --- -- - --- O Il _ __ _ a...a te'•-�^-' - `201 599-7800 ' -- '_ --- % "%�/;�� %/ /�% I I GEOFf REY GENS ALNOTES� -� ��-f /i �� ; , , /,� Ig 3,4 • I -^F��+�'` M.O. A. THIS TOYS R US FACILITY SHALL REMAIN OPEN DURING CONSTRUCTION. THE CONTRACTOR �,\1 This drawing Is the Exclusive Property of SHALT BE RESPONSIBLE FOR KEEPING WORK AREAS NEAT AND SAFE FOR THE GENERAL PUBLIC. ( ) 1 fxx �,r x ,Y '` Y TO "Si~ US The iniormotion shown may THE CONTRACTOR SHALL PROVIDE AS REQUIRED BARRICADES, DUST SCREEN WALLS, ETC. THE 1 not be used nor the f ormo s Reproducednma CONTRACTOR WILL PROTECT TOYS 'R' US MERCHANDISE AND STORE FIXTURES IN A MANNER 9 SUITABLE TO THE PHASE AND TYPE OF WORK BEING PERFORMED. � I ':a 14 Iia' I I I 7T--EI•l I 60'-„4 3/4r I without permission o' TOYS fl US. B. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND REPORT ENI A R G E D �� E� M o �_ I T I 0 N PLAN - _._i PORTION OF C.N.U. WALT, 0 BE REMOVED, SEE NOTE -_-_.._-- ANY DISCREPF"NCIES TO THE OFFICE OF THE ARCHITECT IMMEDIATELY. -' I ( Location I C. ALL CONSTRUCTION PRACTICES SHALL BE IN ACCORDANCE WITH ALL FLDERAL, STATE, AND LOCAL SCALE: 1/8" = V-0” __�W___ 1 192 1U l CODES, ORDINANCES, RULES AND REGUI_.AT1ONS HAVING JURISDICTION. / TIGARD, OREGON D. THE CONTRACTOR SHALL COORDINATE PHASING AND WORK SCHEDULE WITH TOYS 'R' US FIELD1J ( 1 ) 3 4 C5) ( / 8 9 1 O 11 REPRESENTATIVE AND STORE MANAGEMENT. C Drawing Title o E. THE CONTRACTOR SHALL COORDINATE ALL STORE FIXTURE REMOVAL, MODIFICATION, AND RELOCATION er WITH TOYS 'F?' US FIELD REPRESENTATIVE. DEMOLITION F. DISCONNECT AND CAP ANY DEMOLISHED UTILITIES EITHER BELOW FLOOR SLAB OR AT THE ROOF FLOOR PLAN IN ACCORDANCE WITH ALL LOCAL UTILITY COMPANIES. �.. ALL EXISTING DOORS RIA1 ARE t0 REMAIN ARE SHOWN AT 45' Scale Date ENGINEER TO DESIGNH. IHE CONTRAC-OR IS RESPONSIBLE FOR EMPLOYING THE SERVICES OF A REGISTERED t J _ M V l__- I I I J I V l^ 0 o �`� � ) L- / I V �S NnTED AND/OR REQUIRED BYALL THESE DOCUMENTS.NG D TO SAFELY COMPLETE THF WORK DESCRIBED PLAN NORTH Sheet No. .-� 10055 SW Cascade SCALE: 1/16* V-0" I BUP 56-0613 3of35 1 1 D • I IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. t MICROFILMED IMOM Mato 2INI�f�l�l�l�l�l IA ew IIIIIIIIIIullnn IInIIIIIIIInIIIwIlinlluel ullluu nnilul nullnl Inlluu Inllun rlllinnllnllnn Inlllnl (nlhnll�illllll.n nnlnll nlllnnlullllnllllle�InrnIIInII Illllnl+ nIIInII,nnlrn uni,rn mine neehm nellnn aulnn ul►hnl nnllfuini 00UO �evielOnS Na Oats tion 11 F --___--.__ __- _- I i'fR11t T APPUCA71ON ------ -- A� rr _ - - - r------ LIMITS OF NEW VESTIBUL-E AD0ITION1-10-N ---N%`Ii I ( ,I- %% - -1 6*'� -- IF I --I I, d( 0 / 1 1.4 \ \ � a I %11 1 ----- �� ----------- ---------- 4----------- ------- 1 -� 40'-0' - r• . .. -------------- . _.J- 1 I I w ------ ------- --r--- ----rn--------------------- L--- �*.,.-�s�..---- ^------------------^---- --- _ _ P711 I I I 1 '1 I _ ww. �.-.�-�.��- _ _�r��w-w��w..F__-��.�r�w��w�.rw�a�zrw.��w�- `w�•�•� �, _ i--- - _ I �i"ffi Z-11� r f"f'i 1'�tTl fi� -1 T1� rFsz_ -:=sacaa� s• `- '�Yf`I'`fY�1'f9Trr 111111111 1111 ) 11111111111111111 II11I ,111 1111 !------ fit 11111 ► Ifltlll II1I 11111111 11111111 111111111 tfI11f111111111I1111111 VIII 1+ 11 1 1111111111 111111 II11111 � 11 I1111111 � 11111111 I ► 1111111 II IIIIIIIIIIIIIIIIII111 VIII Jill Il�jllllllll Illfil fit it 1111111111111111111111 � 1 --------- Fit 1 + 1 1 1 1 1 II 11 1 O 1 ( ( 1 ( 1 1 1 1 1 ( 1 1 1 1 1 1 I I I 11 11 111 U _ 1 7ffiliff 1 i ===-r==--rr - } 1111111 11 ) 1111111 111111111 IIII IIIltIIIIIIIIIIIIIIII11, 11 1 ' 111II1i111111IIIIIII;�� I M j 1 I �'�� ►1 44. a41LLt. �44Q I►I:l_ - i EXIST. SPUT FACE BLOCK 1 1 1 1 1 1 1 1 1 11f 1f 1 1 1 1 1 1 ( I 11 1 t 1 1 1 1 I I I I �` '��;�6�` '� �b+`�` 14 LA1�� I I I I I 1 I I I I 1 1 1 1 1 1 _L...__�L I TO REMAIN --♦.• III jlllllfllllllllllll 111 ( IIII 11111 N II II U IIII1111111111111 c_x .. __ =_ 1 1 1 II 11 1 1 1 Ill ( l l l f l l l l f l l l l t "' ;--- t - ++ilt I' I 1 1 1 1 1 1 1 11 11 1 1 I 1 I 1 1 1 1 1 I I 1 1 ! 1 Jill ,1 1 t 1 1 1 II I I I I 1 1 1 U II 11 H Illlllll) 1111111111111111111111111111111 , III211 1 11II I I I I I I I 1 1 1 1 i f 1 1 1 11 1 1 1 1 1 1 M M I I I I 4 I l l l l t l l l l l l l l l l I++ } 1W J-1 J� W 11 LL L1ly I�. ..�. ,,,... dd LA-U.411iLLUJJ.II ni --EXIST. SPUD FACE BLA 1 a I I I I TO REMAIN r 1 EAST ELEVATION SEE DRAINING D1.3 FOR DEMOU TION DETAILS � NOTES SCALE: 1/8"=V-0" Drawing Referenc" No DrovAngs + LIMITS OF NEW VESTIBULE I ADDI LION v LTr ----------------- -- ----- --- --- •t -a ------_.._..---- T'I I ---------- -------- -----------------ri -4--� I I ! f I -m1TTrrrn'1ZTTrrmn' Ff-1177Trrrlrr rrrr1`1 n'11TTrrrm17Trr __L_J 11111111111111111111111 1111111111111 IIIlff11111111 1 fill I llll , llllllllllllllllll , t + 1111111rI11111 „ IIt111I11 , 1 1111111111111111111111 1111111111111 111111111111111111111111111111 , IIIIIIt11111111111111 , 1 IIIIIIII ► IIIII1111i11 , Illflllllfllr 1111111 , , 11111111111111111111 , 111111111111111 IIIIIII1111111111 1111 ! „ 11111111111111111111 , +'-EXIST. SPLIT FACE BLOCK ) 11111111111111111111 f lllllttltlft III11 „ 11111111111111111111 , 1 I TO REMAIN --fir I Illlltllllllllllltlll 11111111 11111 , , IIIt1111111111111111 , l Illtllllllllllli11111 IIII1111 lilllllllllllllllllllllllll , 1 I111111111111111lIIII 11 111111111 Iltll , ( IIIII111111111111111 , i i 1 111111111111111111111 11111111111 11111 , , Illlllllllllllllllll , i 1 IIIIII111111111111111 1111111111 111111 , loll 1111111111111111 , 4� ! ll Lillllllllllllllll � J� 1111111 Ilrlllllltlllll11111f11111 , (' �. IIII ' 1111111�11111111Jllllll , I 1 _r • �" .,_ FINISH FLO LI SOUTH ELEVATION BID DATA: CADD NAME: 609029 _ PROJECT NO.: _§P049_. _. SCALE: 1/80—l'—o" DRAWN BY: .. SIAM ^^' CHECKED BY: PROTOTYPE DESIGNATION: 14971%CPL REy. 2.M 10877 'NATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS _ PROFESSIONAL GON OF RECORD: JAMES C. ALBERT, 21, r 314-821-1100 C. A, + ational Office 4 1 Fro Road Par'grnus NJ 07652 H (201) 5 9-7800 GEOFFREY This drawing Is the Exclusive Property of TOYS "R" US The information shown moy r not be used nor the Drawings Reproduced r� r, without permission of TOYS "A" US. y Location V r� TIGARD, OREGON 0 Drawing Title DEMOLITION e' EXT. ELEVATIONS r� Scale Date AS NOTED Sheet No. 0065 SW Cascade 1 BLIP 96-0613 -1 4 of 35 I AO .............. 4&0 IF THIS NOTICE APPEARS CLEARER THAN THE CICT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I�)III�II►IIII IIIII{IiI{I{� i{I{I{I�IjI{I I f{I{III�IIIIIII VIII{i�lllll l 1�1{�1(111{III{I{I{I�I{I)I I I{I{l{I�i�l{I I I)I)I)i I)I�I tl {111{1 1111) I�I)I I�I)I)I I)I)I)I !jl7i -A low I>A11lpfL IM a11111► I IIIIIIII IIIIIIIII IIIIIIIIIIIIII{11;!1!1!4{Uii lllllll!t IIII�iII! !!!IIII!! IIIIMnIINIcIlccic ilc!llinl!Icclmc Icichal ►culnnlllllllml unllln nI h II , f' 1 1 111111 �IIIIIIIII�i 1tIlIIi1,II IIIIIIIII INi'iill ,ill�ll�{ 1l(illl,ll 1111{1111 Ilullnl IIIIIIIII ulll!III IIII�IIII Inliild IN jp METAL ROOF DECK r Revisions r 1 2 3.S 5 6.S 8 9.5 10 - -- FACE OF OOLLMN BEYOND N 4 11 o Do � DHIw t{Ofl -___-- _-- - ----------__-__ _-__-�_�_--- 19Z' 10' ((- (p PERMIT APPUCATION ` y STEEL ST __ ------- - - -� 46' 0` -- --- ' -- 1 -4" I --- -- 24' 10` -`-_ 4 X 1/4" X 4" LONG 23'-5' 23'-5" �___ 23'-5` 14'-4' G�JP ANGLES W/ t/y W X 2x8 FIRE RETARD. ---- ------,�---- �•.-6' -- 1-1/2•L SLOT FOR ANCHOR • ( WOOD BLOCKING 1 I -_. - -_� _ _-- g� ..O' O.C. ANCHOR W/ 3/8" ATTACHED TO STUDS. I I I I � DIAY. SLEEVE TYPE EXPANSION -----_-- -- __-- - l._ f B�SINSOLI MASONRY (GROUT - // 1 - FLA�INHEAD INK LAG35CREFWS x O 2 -0 O.C. INTO MOOD I I BLOCKING 3'0%1/4" STL. ANGLE BETWEEN a GONDOLA CHANNEL CONT. JOISTS 1 8'-0" O.C. (FIELD WELD I CHANNELS COLUMNS. OUCH IN PLA':.E) CONTINUOUS 4x1/4 I POWER CHANNELS k FIELD WELD STL PLATE _ TO ANGLE. FACE OF CHANNEL yl - - /e` OIA STL. HANGER RODS GYP, BOARD �c Snm - _- - 13 i 14 I TO EXTEND 1/4" BEYOND � ___-�.�-- -- ---- - - FACE OF COLUMN "' -' O.C. MAX. THREAD -_ - '' ENDS 8" TO RECEIVE DOUBLE PARTITION CONDITION I I H - NUT AND WASHER • EA. END I I 16 1 �--2•x z"x 1 e• CON F. ANGLE - �- I � I " ALIGN FACE OF ANS WITH RE-SALE SALES FACE OF CHANNEL ABOVE EXPANSION.BOLT TO SEE PU_ 3•x3"x114" STL. ANGLE BRACES TRUCK PAD REC MNG SLAB O 48' O.C. O W--0 O.C. SECURED TO ROOF COUNTERSINK 1/2" DIA. x 4 1/2" I I VI (-- STRUCTURE (DO NOT ATTACH TO FLATHEAD EXP�(NcjION ROOF DECK) ANCHORS O 4 --0 O.C. L_ ni SET INTO ONRY GROUT CELL SOLID I I id � I LADDER TO ROOF 1s _••,�-�----Cf a 10.5 GONDOLA CHANNEL � ,,. -• �- - I5CUT1lE SUSPENDED FROM JOISTS r K717VD ETAI L W/ 3/8•0 HANGER RODS -SALES GONDOLA CHANNEL 11'-8" A.F.F, G BEHIND BIKE WALL, LO TO GONDOLA CH NEL ` (CHANNEL • 11'-8" A.F.F.) CONTINUOUS 4x1/4 112 O EACH END DO N T PROVIDE AN G!E BRACING I 10'-6 5i8" 51L PLATE= 93'-3 3�THIS CHANNEL 1 1.0 1.0 .SCALE: 1 1/27= 1'-0" I ------- 7 f 78•x Y L SLOT IN CHANNEL - - --- --- - - ----- - --- --- • EA. SAG ROO. (TYP.) -- - -- FIELD WELD IN PLACE MASONRY CONDITION - BIKE WALL PARTITION � vl � 471 j' I I IF REQUIRED. 16a _8 3 B` REFER LOCATIOTO FIXTUREN MAY /� IMPACT DOOR (I.D.) I n I ETAILGONDOLATHRU STEEL N` IIII73�DPLANkFTR FIXTURE ETAIL THRt1 GONDGLA PLAN F1 FOR MORE T SILE k CHANNEL usE SIMILAR CONNECTION WHERE WALL PLATE I INFORMATION. -r- GONDOLA IS PERPENDICULAR TO LOCATION. ?1'-3 J/8' VHYSCALE: NONE JOISTS. I I - j I EAT 15 1.0 1.0 SCALE: NONE 2 X-68 - ?3'..J 5 S' 0 4. I CORRIDOR 109 - Drawing References - --•-_ -- 3/8 DIA. THRUE:OLT W/ LOCK__ -- -- ---- L_. -- -- - IMPACT DOOR (I.D.) OF RADIUS _ F NUT AND OVER SIZED WASHERS 14 REFER TO FIXTURE STOREFRONT NO D►awh (EACH JCXST) PLAN FOR SIZE k I® LO;ATION. 19 � tt .0 4.F[ SURF, 2 X 2 x 1/8 AT EACH IIS_- JSTS. (TYP.) PIPE STRU 1GONDOLA CHANNEL./ix MIN. EYE BOLT W/1vUT 1'.7"I LIi 11 --$ A.F.F.ON BOTH SLOES OF ANGLE PAJNT GONDOLA CHANNELS ,4 12ETAL !moi-i OL) SURFACE ATO. I SW1004 PURE WHITE AT ALI, MLD VERIFY LOCATION NON-ILLUMINATED OPENINGS BETWEEN SALES '0 1' "' w/FIXTURE PLAN SHEET F P E--SALES 1 SIGN AREA AND PRE-SALES. AFTER '-J I 112 12 go. VERT. HARE INSIDE STRUT------ • ! FIXTURES ARE INSTALLED. I _ 16'-1 1 8' I I y~' - EMT STRUT • 12'-0' O.C. - - ..�, � ALUM. STOREFRONT __ _ - - _- - -- __ - -• I RE: SC HE:DULE FOR SIZE - ROOF/FLOOR FRAMING --- N E w/1/4" TEMP. GLASS. REFER TO -EMT SLEEVE ONE SIZENOIL t�41E: SECTION INDICATED. LARGER THAN STRUT. ( ALL SALES AREA COLUMNS ARE TO NEW Y.C.T. FLOOR TILE IS TO BE INSTALLED i FOUR 12 go. SPLAYED SEISMIC , SLOT END OF' SLEEVE TO I ' NA RECEIVE (4) 6'-0' N. CORNER GUARDS I ! OVER THE .TOP OF THE EXISTING FLOOR TiLE. SUPPORT WIRES AT 45' FIT OVER MAIN RUNNER I (-G) k COLUMN COVER (CC). .ADHERED F�-CLOW NEW TiLE MANUFACTURER'S L MAX. (TYP ) ANCHOR TO UNDER- TO EACH COLUMN. CORNER GUARDS k SPECIFICATiONS FL1R INSTALLATION. WHERE SIDE OF PURLINS VMTH X12 go, 4`:.Oc I NOTE: TEE FOLLOWING ) PERCONDIONS SHALL eE FULFILLED (FOR ALL NEW SUSPENDED ( I COLUMN COYER ARE SUPPLIED BY TRU, THE SALES FLOOR HAS BEEN EXPANDED INTO LAG SCREW EYE BOLT. CF_IUNG SYSTEMS) PER BUILDING CODE. k INSTALLED BY CONTRACTOR PER MFG'S. AREAS WHERE THE EXISTING CONCRETE SLAB I I (TYP. • EA. STRUT I I ( I RECOMMENDATIONS. PAINT COLUMNS FROM IS EXPOSED, THE CONTRACTOR IS TO INSTALL _ MArLX ATL FINISH ' A. SUSPENDED CEILING SYSTEM AND ITS ATTACHMENT TO I (2) LINERS OF ft00R TILE '0 PROVIDE A , MAT"L ON 1/Y PLlMA00 ! 1 1 9'-Q" A.F.F. TO TOP OF ROOF STRUCTURE, FLl1 _ III THE STRUCTURE SHALL CONFORM TO U.9.C. STANDARD i j PAL JE34100 WHITE PROIR TO CORNER I SH FLOOR SURFACE. PRIOR TO iNSTALUNG iv TO EXTEND FROM FLOOR �+ 47-18 TO TOP OF PARTITION. CONNECT W/ 16 1 I ti GUARD INSTALLATION. I THE NEW FLOOR TiLE, THE CONTRACTOR IS I sm METAL 7-1.0-"4►0 CUSTOMER INFORMATION TO REPAIR OR REPLACE ALL BROKEN, INDD' D, I rN (2) TO( SCREWS B. (4) FOUR NO. 12 GAUGE MIRES SHALL BE SECURED TO THE 1 COUNTER. SUPPLIED i AND MISSING TiLES TO PROVIDE A SMOOTH r, VAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSEC11ON BY TRU, INSTALLED BY SUBSTRATE ►OR THE NEW FLOOR TILE. L� 4 -7 j(Q `��'� _ '� AND SPLAYED 9D' FROM EACH OTHER AT AN ANGLE NOT.. __ CONTRACTOR --- EXCEEDING 45' FROM 714E PLANE OF THE CEILING. THE .. - - - -- - _ 8-3 1 2" - VERTICAL STRUT, FASTENED TO THE MAIN RUNNER, SHALL BE ND-IL - - - -A D EXTENDED TO AND FASTENED TO THE STRUCTURAL MEMBERS INSTALL IMPACT DOORS AND JAMBS AF TEd i I ELEVATIONABOVE AND CEILING GRID BELOW. THESE STRUTS SHALL BE PERIMETER FIXTURES HAVE BEEN INSTALLE I �iDEO MONITOR pR BIKE WALL ,/ 4 TIGHT TURNS TNI' , \'�R. P siDE ORT TRUSS -- 4 nnoN 1 iI/2 LOOP BOTH ��, PLACED 12' D.C. IN BOTH DIRECTIONS WITH THE FIRST POINT (IF CONSTRUCTION SCHEDULE ALLOWS IT. I � BID DATE: / ENjS (T`,•^•� �\` WITHIN 8' FROM EACH WALL. ATTACHMENT OF THE RESTRAINT ) / SEE STRICT, DWGS WIRES TO THE STRUCTURE :'.HALL BE ADEQUATE FOR LOAD IMPOSED. - / k SHT. F1 k DETAIL IMPACT DOOR (1,D.) CADD NAME: �YA1 PROJECT NO.: 894601) M 1.0 1.0 SCALE NONE MAfN RUNP;cR ! � 18-•1.0-4.0 ( DRAWN BY: _S�+M CHECKED BY A (`„� REFER 0 FIXTURE /� OSS RUNNER C. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT - GON001_A CHANNEL ? PIAN I SIZE k I PROTOTYPE DESIGNATION: 1882 (� �TALFiF-�-1 I I LOCATION.---- ! 4. 4$KCPU REV_ ➢d PIPE STRUT SCHEDULE V (z) T>Aro ADJA( NT WAILS WITH CLEARANCE BETWEEN WALL I - AND RU14NERS MAINTAINED AT THE OTHER (2) TWO WALLS. / H HE QIT IN FEfT _ �' SA S �- PhPf 311iUT 923: 0. DISCONTINUOUS ENDS OF THE CROSS RUNNERS AND MAIN O All&Ai �� A 0' TOT 1/2" EMT CONDUIT RUNNERS SHALL BE JERTICALLY SUPPORTED IMTFHIN e" �7 OF- SUCH DISCONTINUITIES. PIAN AND Tim is W 101 T TO 10' 3/4" 0 EMT CONDUIT GONDOLA CHAN EL o tt'-8• A.F.F.210877 WATSON ROAD 24" X 48' SUSPENDED 10' TO 18' 1" A EMT t�NDUfT � (>� �� . -1 �� I METAL CELL LNG GRID W/ -- -•- _ _ LAY-IN ACOUST. CEILING _-_- -- ST. LOUIS, MO 63127 PANELS. cEIUNc HEIGHT SPRINKLER <' . pQ , •,• r 2 � � 4 v I ; � --� C PROJECT MANAGERS (C.H.) A5 INDICATED. (TYP.) 5 SEISMIC DETAIL ROOM _iT �` °i TYP. • SALES REGISTERS UPPUED BY TRU, AREA COLUMN r�� INSTALLED PY CONTRACTOR. I 1.0 1.0 SCALE: NONE COORDINATELOCATION WITH ForE INCANDESCENT ��2'-p" 0'_0" 1 r� _ 3 O 4� 10g Y 'v a LIGHT FIXTURE -' - -1• )_- __ 0" EO FIXTURE P N k TRU FIELD REP ENLARGED � � ,ED PROF ', Lu EO fL EO � �_� G N SEE ELECT. UWCS. ---� � F PLAN NOTES DWG. A,.2 -- _ e, -- -- - - . WALL SECTION SIM 10 • DETAIL 12-1.0-4.0-- RE GISTERS 4 01 1 r t GONDOLA CHA NEI. O , I -" / 1 1. COORDINATE CEILING PLAN k IN'S(ALLATION W/ ALL 11'_-8" A.F.F. 117 OCTAL 1 1-1 r SECURITY FROFES • ...�� - I `� PLUM" MECH. k ELECT. TRADES (REFER TO MECH. ENLARGED � -- C. ,� , - PLUMBING, FIRE PROTECTION, k ELECT. DRAWINGS I i R M OF RE ✓ ' Go1V b FOR REQUIREMENTS.) PLAN 'Itr. �... �.� �,.. ....,� + �, �� I to ��._.___ _-- --- � ° DWO. A1.3 I 115 JAMES ALBER S 1 A��l l I I ® 4� 22 H•�--�� 2. PROVIDE HOLD--DOWN CEILING CLIPS OLAY-IN - - - z7, F C.H 10'x0' 9 CEILING PANELS FOR SECURITY. ._ BREAK --- - - - - - -T - 314-821 1100 S C ABBE Ir.H. 10'- 0' a 3. REFER TO ROOM FINISH SCHEDULE k SPECS FOR ROOM HALL SERVICE DESK SUPPLIED L i� FINISH CEILING TYPE k INSTALLATION REQUIREMENT'S. 103 JA ITOR BY TRU. INSTALLED BY �- -- - 16*.. 1_..�._ -. _" i--__ - � I 111 CONTRACTOR. COORDINATE. n _ _I ._ 4• LIGHT FIXTURES O OFFICE k TOILET AREAS ARE 2 X 4 10 MEND LOCATION W/ FIXTURE PLAN I C.P.U. i AND TRU FIELD REP. I .� -f -- - RECESSED FLUORESCENT. (U.O.N.) - C.H. t0'-Z , 106 116 YS O 5, PROVIDE SEISMIC BRACING FOR LAY-IN CEILING - - �� I ,.' PER DETAIL 5-1.0-1.0. - A k C i T R C.P.V. National Office 4, I SERVICE 1 1 VESTIBULE 481 From Rood i 118 DIR OR i 122 EQUIPMENT Paramus. NJ 07652 • 4'-0" 0 4 0.2'.G:� 'u. -Q. rs) 4 �.. a WO EN I C veli 20t 59s-7 0 FQ - - 800 L 11 1 7 --•1• T'"' -- ...� 9 123 OFFREY ? N TOILET AREA _ REFLECTED ' '` I '" CEILING PLAN - ^-- _ A This drawing rs the Exclusive Property of � ALE. 1/8 � 1 -0 - (TRAINING `-� -� I VM LE �+� i'� � TOYS *9" US. The information shown may 24• x 4�1• SUSPENDED ROOM CLOSET I I "" _ METAL CEILING GRID W/ -0 1 �7 Y' not be used nor the Drawings Reproduced 10.4 ® "" �U'I�l _ - " without permission of TOYS "A" US. LAY-IN CEILING CEILING AL NOTES - l 05 �- - - . - . - _ OFFl _ _-- __ - - I __-.___.__ __ X _ !'H ELS. CEILING HEIGHT �� ;• �• � - NO CEILING �� LOCatIOi'T � (C.H) AS INDICATED. Tyr.)__ - - IN TELCO ROOM 6 _0 2'-0" _ '��' '�" "�' l"� �� •�- •••.� 1 � LC A. BUILDING SHALL BE BUILT IN ACCORDANCE I I 120 WITH ALL STATE k LOCAL CODES. TIGARD, OREGON IC.Hj 10-0' C.H. 10' 0" - B. THE CONTRACTOR IS RESPONSIBLEey d' C. 11 - f C.H fO 0 Vv., FOR INTERIOR FINISHES AS NOTED AND Dr1L�. Al.l 1 i -- FOR ALL REDUCING STRIPS (AS REQUIRED) WHERE V.C.T. MEETS CONC. SLAB • SECURITY ROOM 3.3 14,1 S.1 6.8 7.2 7.9 8.5 8.9 DrawingTitle ~ � k PRESALES ENTRANCES. (SEE SHT. A6.1 FOR FINISHES.) � i �► (SSC SHIT. Fl FOR AREAS • SALES PERIMETER -- 14•.-10' 1r-3" t9' u` 10'-)' 1J'-5` 23 S' ------ - _ -- -- - -- 23'--5" 23'-5" 24'-10' FLOOR � i 4 •- - k vl`sTIeuLE DOORS) PLAN ------. C. SEE STRUCTURAL DRAWINGS FOR LOCATION NM _ ----�--'� ---- - 1 2 3 4 5 ' 8 10 ------- 11 ORIENTATION OF ALL COLUMNS AND DETAILS D. ALL WOOD FRAMING, , 3i O 2'-0 3i A )'--rt BLOCKING FLOORING, ETC. $CQIe Date - U ,3) O 2'-0 'U SHALL BE FIRE I7TARDENT. (REFER TO SPEC.) AS NOT ED E9. EO. EU Lo OFFICE'S -- REFLECTED CEILINGE• CONTRACTOR SHALL INSTALL ALL OWNER FURNISHED WALL PLAN BUMPERS. (SEE SPECS.) REFER TO DRAIMNGS Sh1 eet. NO. 1/e0 ! ,�.-0x+ A1.2, A1.3 k A4.0 FOR LOCATIONS. FLOOR PLAN PLA�� NORTH SCh. -- 10065 SW Cascade SCALE: 1/16" 1 0" Al 0 • SUP 96-0613 �...,;�- 0 5 of 35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !i!j!il��i!il ! ti!I!i!�!i!i�i !I!i!I!jlllil 1 rili? lmljl I lili!i!Iljlil ! iiliiii�li!il IE III III IIII l�! I lililil�lflili liljllliljiJl Ij!�Iji !)I�1� INpiA MAD[0 CNWA IIIiIIii ll! Ilulllllllllllllll!IIIiIfIiIillfillin NNiNIi II?Mill iililliN Iiliillli li(ii111illlilillll IIIiillil IIIiillnlillllllll I(ilillll 111/1111 IIItiInIII111�ItI111n1b1Il tllliflli INIi1111 IiIIiIHi IIH�ail"Illilfll iIIIIuI) IIIIIIIn Inllnn ililltl(( IIH�Ii II u CON T. SEALANT CONT. SEALANT Revisions � ALUM. CURTA]NWALL � w uutr. CURTAINWALL XNw/1/4' GLASS NOTE: w/1/4' GLASS --_,._, REFEERM IL FOR �, o No Date De�acx tion ON SHEETLOCATION OF RPC UP T. G% PERMIT APPLICATION ;� CURTAINWALL ARC TO CONSIST Of RADIUS CENTER � \� SMOOTHFACE CONC. BLOCK - - '�' d� STRAIGHT SEGMENTS. (2) EQUAL p '� SEGMENTS PER COLUMN BAY, W/ < n r� ARC RADIUS TO BE MEASURED TO�' LEADING FACE OF EACH VERTICAL - , MULLION • END OF SEGMENT. t) 1/40 180A. ITL. STUDS 'K \ • it' O.C. ATTACH TO MASONRY W/ •HILTi' KWIK CONT. SEALANT CON II 14-234 THWH _ CONT. SEALANT � 53'- D 5/8" TO fNSff� FACE 7T-7 18ifASONRY OPENING � SCREWS O 24' O.C. -- �.. OF MASONRY WALL --- ---'-�-`--�------ 1 2 ►101ST. RESIST. GYP. HD. _-_._�._. • T-? 7 8' - ---- - - 59'- 4 3140 TO INSIDE FALX 1/2' EXTERIOR PLYwl000 --\ - 1/?' MOIST. RESIST. GYP 80. 2 ED SPAt,E ^- `?�-7 - _ 12-0 t - --- 13 _U OF MASONRY WALL (5) EQUAL SPACES ---'_�,�,^ F.O. (3) EQUAL SPACES TREAT 2X8 CONT. ) I ( F.D. (RIP TO WIDTH REO'D) -- PRESS. TREAT 2X8 CONT. ALUM. AUTO ATTACH W^icn0 12-•24X2 _ _1 _F36 -- ALUM. CSPACE WA PF?4 /� SCREWS • 24. O.C. - ARTTACH W/'HILn& 12-IP M WIDTH )24X2 SYSTEM */GLASS SLIDING DOORS (EACH SIDE) - --- "�`�' �'" -- _ Pfl•1 0 -------- - ---- ----- - ------- - - I ` W./EMERGENCY #4 SCREWS • 24 O.C. LENGTH OF LOW HEIGHT ALL � - •/8` HAT CHANNI7. (EACH ��) oA -- - -. - -_` BREAKA � 24" O.C. - - -- �..__-_ - - - WA -- ----' •=-1 - ' - --- -- - - ----- -- - CONT. SEALANT ---- ---ARCH METAL PANEL SYSTEM •��' T- -- fV . T CONT. SEALANT _ :' �' I 4 = 1 i CONT. SEALANT W/RACKER REQ MOM- COG � - - l ! L1 1.1 1.1 VESTIBULE 1.15E 6 8 _ ._r ALUM. CURTAINWALL W/ GLASS iz� �' 102- 1' INSULATED 2 - SIM. (TYP,) 1.1 6. 16 , CONT. SEALANT � --A►-UM. STOREFRONT DOOR k r -- - - - 1.1 d.1 �- 1 FRAME, SEE DOOR SCHEDULE T _ _` _ 1.1 1.. �--- I1 SIM. (TYP.) - -- CONT. SEALANT �, - STL. TUBE COLUMN, -• - _ CONT. SERI-ANT STL. TUBE COLUMN. SEE ^ n ► - - - n --.- ...__ _. -- SEE STRUCT. COLUMN- 1 -- � -�.-` I ,�- :_,_ - - -_ _ - _ - .-� - - / - ALUM CURTAINWALL SYS STRUCT. COLUMN _ .. 8'-0" HIGH CORNER GUARD r'- 2 1/2' 18 GA, ITL. STUD ATTACH ALUM. AU.0 d ,, w I LATED GLASS (CG2) SUPPUED BY TRU, �� TO COL W/ •HILTi" 12 - 14 X 3/4' `� I - 5'-0' HIGH CORNET? GUARD 7 W]DING DOORS I i a) ® ALUM. AUTO ® 1,131.1 I / INSTALLED BY CONTRAC TOR HWH #3 SCREWS • 24' O.C. ----. Y 1.1 1.1 /EMERGENCY , � (CG2) SUPPUEU B iRU, BREAKAWAY 13 SLIDING DOOR (�•) INSTALLED BY CONTRACTOR 3'55'59" SIM. (TYP.) I 1.1 8� W/EMERGENC ALUM. CtJ /1' WALL _ --1/2* EXT. GRADE PLYW'0.-- ` ALUM. CURTAINWALL ! 3.3 I _ M TYP) B AKAWAY I I 1 MUWON w, 1' iNSUL � � / I a' ' - MUWON w/1' INSJL I !- s_,'1o• I I _ - I 8.9 4'x4`x1FiGA. SH T. ITL. ANGLE ---� -�, GLASS. I _ 35610• _ 4.1 t ---- 35610•_ _ _._ T -.__l S6 1Q_ I I 8.5 �------ALUM uAaNc, FINISH ro � , I 5.1 i MAT,;H CURTAINWALL SYSTEM - 6• 2 17.9 6'-10 J 8' 4 1 8' 12'-il 3 8' i- --�•5' 1 1 8' °� Drawing Referl noes ---�--- - ! -- _ 13-. 1 4` -}-1_V4' --- -11 I i3 1 �f�• - --•� _ 1?'-11 3 8• 1 7jis - - - '6'- - -- --- - - - - - ---CON r, SEAL AN,- - - - - - - - - - ----- - __ - 6 1 2• - o rosin 92'-6' 1 ETAIL � 2 DET I - _ A L 3 3.3 2.6 2.7 5.1 6.8 7.2 7.9 8 8.5 8.9 SCALE: 1 1/2' � 1'-0' 1.1 1.1 SCALE: 1 1/2' *• 1'--0" R�US-W PLµ__ ENLARGED VESTIBULE PLAN 6 1 ?` RADIUS-AL PIAN ALUM. CURTAINWALL11110 SCALE: 1f8' , -0' w/1/4' GLASS. '%" NUMBERS INDICATED ARE MOUNTING HEIGHT * TO END OF FIXTURES. FIXTURES TO BE 18' DIA, HVAC DUCT TO BE MOUNTED VINYL BUMPER ARRANGED iN RANDOM PATTERN. MAINTAIN BELOW ROOF• DECK STRUCTURE. CO- ---ROOF DECK, STRUCTURE• ETC. -? ]TIC x 7 1M. SUPPLED DY TRU 2'-0• CLEAR BETWEEN FIXTURES ORDINATE W/ MECH. DRAWINGS, PAINTED. 10 BE PAINTED. REFER TO VER"T1CAl ALUM. INSTALLED BY CONTRACTOR. PROVIDE BLOCKING AS CURTAINWALLREQUIRED _.__ . ..w _ _ _ - FiNI SCHEDULE A6.0 MUWONS TYP.) 1 �-r-- _' - - - -- - _- - - - -- CONT. SEALANT -J-MOLD • GYP. B0. :. .- _U_ BACKER ROO l -5'x5" HORIT.ONTAL STI, TUBE ]MND CONT. SEALANT (TrP.) - - �--- 5/8' PLYW000 W/PLASTIC _ - •� 1� � -+ u{ 2`-6. � STRUT. SEE BOTH SIDES. ---� f LAMINATE (WHITE) ON UNISTRUT • 2'-0. O.C. - STRUCT, DWG. FOR SUSPENSION 1 l2 1 12'-0' •_ t - . BOTH SIDE5 12'_.6- SHIM AS REQb- OF UGHT FIXTURES ALUM. CL ED 6'-0' HIGH WALL PROTECTION � SEE DTL. 10-1.1-4,0 - 1 •_ 12 ALUM. CLOSURE (CCi) SUPPLED BY TRU, � /-- 4 18 GA MTL S1UOS _�. - - •-- ,{ ' - _ - / • 18' O.C. 14 -0" 430 !4'-0� 1?'-0" _ r- (COLOR TO INSTALLED BY CONTRACTOR '"' '-. - ?,- 6•, CURTA ALUM.MATL STRUCTURAL STEEL WIND BRACING, '---a-- _f �.--- - VESTIBULE LIGHT - _ _ Vr_ �-�"--�--. - FIXTURES. SEE CURTAINWALL SiL TUBE COLUMN ; TO BE PAINTED. COORDINATE WITH -'`- - ---__ `;t]STEM) -- -- - -- - - - - DETAIL 10--1.1-4.0 SEE STRUCT. GWGS. STRUCTURAL DRAWINGS. k ELECT. DWGE. N� 6'-0" HIGH CORNER GUARD ( ) CONTRACTOR (CG2) SUPPLIED BY TRU, TO PROVIDE INSTALLED BY CONTRACTOR GENERAL NOTES BID TE: SHIMS AS (,YP. ? CORNERS) D E TA I L INTERI°R 1, CURTAIN WALL ARCHES ARE MADE CADD ME: 6 PROJECT NO.: 8gtlec9 REQ'D FOR - CONT. SEALANT 4 STOREFRONT UP OF 14 STRAIGHT SEGMENT'S DRAWN BY: SMM CHECKED ICY: L JCA -• EACH 2 MUWON BAYS WMOE �/ CORRECT _ ( , ) PROTOTYPE DEI �11 PORTIONING 1.1 ,,, SCALE: ,~ _ 1'-°w 2. MOUNTING HEI�iTS SHOWN ARE $GNA ON. 1>i9746KCPU REy 9!aQ OF CREATE , 1" INSULATED LIGHT FIXTURE COLOR CODE TO BOTTOM OF LIGHT FiXTURE 0 CREATE GLASS (TYP.) ViNYL BUMPER 3. ARRANGE UGH T$ IN A RANDOM �� k � SUPPLED BY TRU ® RED - PAd. #1015 CRANAPP'LL (PMS 4850) PATTERN AS SHOWN - MAINTAIN ANCHORAGE• INSTALLED BY CONTRACTOR, ---- 2 -0 CLEAR BETWEEN FlXTURES Q YELLOW - Pild #1730 COUNTRY YELLOW (PMS 1150) AND FROM STOREFRONT � NATE. BLUE - PJ& #1208 BLUEBERRY (PSIS 661C) 4. PAINT EXPOSED DECK, STRUCTURE �[:J �(0 D E TAI L O EXTERIOR 8" DIM. IS TO BE AND MECHANICAL 10877 WATSON ROAD � 37II MEASURED Tp THE LEADING FACE OF ST. LOUIS• MO 63127 � VERTiCAI MULLIONS. 1.1 1.1 scALE: , ,/2- _ 1 °- RI VESTIBULE REFLECTED CEI LI N PROJECT MANAGERS G PLA CONT. SEALANT N E { BOTH SIDES. - I ' ALUM. CURTAINWALL SCALE: 1/8' 1'-0" r r w/1' INSUL. GLASS R 0 ,7 i CONC. CURB w/ r•- V i $ J/4' CHAMFERED t' - -NEOPRENE OR i 11 4 EXPOSED EDGES. -- y 1 SIMILAR WEATHER b i ' COMPRESSION �1 5/ 7r_ CURTAINWALL MUWOP' GASKET MATERIAL. ,h BEYOND -- ----- -- _ ��. ,_ ..,;max-=-.■•. -• M - (?) /8 CONT, C EXISTING SIDEWALK TO REMAIN - PR , OREoor� DDOORRS AUTO. SLi01NG - "` �/ / EXISTING SIDEWALK TO REMAIN OF REM D: � ,oRf� #5 DOWELS o / , , _ / / J E S ALBER TS 1 F 21, ' 24' O.C. INTO r / , �1 / ,, S, A�- &t /%, THRESHOLD BY DOOR -- GROUTED CELLS ^ -_ � :/ / / -� , � � � �; �, -` ��- s4-e2 -1100 C• p MFR. 1/2' COMPRESSIBLE T e , FILLER k SEALANT. �+ CURB To EXTEND 1 1 20 13'-9 1 8' / y FLOOR SLAB. R R BEYOND BACK F / -L fid'-0 I EFE TO ACE OF TRAN,; i LUSH W/ DRIVE iRAN; DOOM FINISH SCHCDULE ' i U �U CURTAINWALL FRAME • _ 13?'--6' MIDPONT OF EACH - - - --�_ - SHEET A8.0 FOR FLOORING �� ' NEW 510EWALK r0 REMAIN- - -` �� SEGMENT. REpJIREMENTS. k STRUCT. CONC. WALK. _ National Office DINGS. __ SEE SHEET C3 -GONG. FT OOR SLAB „ SEE DRANING C1 FOR EXTENT OF --- -- 1 / 46 From Rood 5 D E TA I L O C)� SEE STRUCTURAL ----` REFER TO ROOM NEW SIDEWALK ANO PAVING WORK 9 � ParOmua, NJ 0765? FINISH SCHEDULE 1.1 1,1 i.f 1.1 (2Q1) 599-7800 DRAWINGS FOR FOR FLOORING FOUNDATIOM INFO A SIDEWALK PLANEOFFREY 1.1 1.1 SCALE: 1 w , -0" REQUIREMENTS. DETAILO EXTERIOR k sTRUCT. DWG] fi _ __ _ __ . VARIf 7 0 ++ CONC. CART CURB AT PORT] OF A1.1 SCALE: 1 16'=1'-Q" "�■ I / This drawin is the Exclusive+ Pro STORE PER SIDEWALK PLAN WITH � 9 party of 1.1 1.1 �CAI"E. , , -0 I 3/4" CHAMFERED EDGE. CONC. CART CURB BEYOND TOYS "S!" US. The Information shown may RI EXPANSION lir SCORED JOfNTS not be used nor th vARIl� :, ti �� a Drawings Reproducex9 2) #5 CONT. IYP. AT CURBS /-�-EXISTiNG BUILDING CONTINUOUS SEALANT SEE SPEC �kVV DRl�Arf with'ut permission of TOPS "51" US. ALUM. CURTAINWALL I I ,/ STEEL COLUMN SEC.3 (INCLUDING DOOR OPNG'S) FINISH � w/1/40 CLAS$ 1/2" EXPANSION MATERIAL LoCatiG;, � I PROTECTIVE ALUM. - ALUtd. CURTAINWALL � -1/2" PRE-MOULDELI EXPANSION JOi T TOP OF PAVEMENT TO BE k SEALANT RAILING SYSTEM ALUM. CURTAINWALL CONTiNI iOUS I i / " FLUSH WITH TOP OF WALK SHIM AS REQ'0 f+ SUPPLIED 8Y' TRU, w/1 f4' GLASS -- w 1 4 CLASS INSTALLED BY SLOP ALONG SIDEWALK. (REFER TOOL SCORED JOINT- CONT. SEALANT __, _-_ __ _._. . -_ � x _._-�-- TO 51TE DRAIMNGS) �, GARD, OREGON CONTRACTOR. - - _. _ •. x��x��x- � _ _ _ BOTH sIQEs. - __-� p� Drawin Title • 9 CONC. FLOOR $LAB SIDEWALK - REINFORCED W11H a�. � <<:'' ,;d' .i r REFER TO ROOM WIRE MESH RE: STRUCT. DWGS. Q FINISH SCHEDULE � #4 BENT DOWELS • 4'-•0' O.C. I �D nn a sa FOR FLOORINt; 77. REQUIREMENTS. / ALUM. CURTAINWALL EXTENDED 24' I'rTU SIDEW 4' CON --- .- - _ e S k STRUCT. DINGS. ---� BREAK METAL INFILL ALX ••� G .LAB ■ a - Ti B U L E PLA N PROVIDE BLOCKING OR ' AGGREGATE 3 - >R REINF. - AND DETAILS BRACKET AS REQUIRED- -- BARS (CONT.) 4'_ 0` °^`o^' --40 CONIC. SLAB ��°°j°eon 6 DETAI L O INTERIOR o INTERIOR SGai® Dote ,•, SCALE: 1. _ , e DETAIL g CON CRETE WALK SECTION ,o _r "O'E0 SCORED JOINT DE AIL EXP. JOI • - 1.1 1.1 SCALE: 1"_1'_0• N T DETAIL Sheet No. •-' 1.1 1.1 SCALE: 1 � 1 -0 1.1 1.1 SCALE: 1"=1'-0' 1.1 1. "� �-- 1 SCALE: ] 1 0 10065 SW Cascade BLIP 96-O6i3 • 6of35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 1998 DOCUMENT,TIRE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED 11�II�iIIIIII II�i�Ii�IiIIIl IIIIIIIlllllijll IIIiIIIIIIIIR) Illlilfilllll I illl!jl�lll I Illlill�lll�l 1 f Iillll�lllli I illll;l�l)ill I llllili�i��lil llilljl)I)I)I I)I)I)I I)I�Ij .� LIMON MIYIt M Q1Mq ' 1 1 (IIiIUIiIIIIIiIIIIiIIIItIII�IIIIIIJIIIIIIIIN! !!Il�Ii!! ilIillN! !I!!�i!!! IIlf�fHINN11li!I 1liIIIIUIIIiIIlIi! II!Illill lIIIiIiIIIIIIIiIIIIIIIII�IIIIIIII�IIIi�IIII{IIIIIl11�1111111111N1{INl{!It IIIIIHI{ III{fill {I ll{ 1 Til 1 i► I ! t /1 3/4' QUARTER ROUND WOOD Re�s��s .. __ MOULDING ALL AROUND 1'x8' WOW FRAME vRAL N.QTES: ELE TRICAL RECFJ�TACIE (RIPPED TO WIDTH) "� NA ()at* DANor tiAm 2x8 W000 NAILER 1, ALL BUILDING ELEMENTS SHALL BE BUILT IN ACCORDANCE WITH ALL APPLICABLE STA IE PERMIT APPUC EQUAL EQUAL • 8-0' A.F.F. • HEAD 8 SUl --- -----`--� -- w-�'---- AND LOCAL CODES AND ORDINANCES. AlION -- VWK:1 -� 2 ALL WOOD FRAMING, Bi_OCK.ING AND OTHER 1 r f0 �.-- (TYP.) ER MSC CONCEALED WOOD ELEMENTS SHALL BE FIRE RESISTANT TREATED (SEE SPEC.) LNOS; 0 3. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLA71ON OF ANY/ALL OWNER FURNISHED ITEMS UNLESS NOTED OTHERWISE. PAINT All. EXPOSED WC*D 4. ALL WOOD CAPS, MOULDINGS. FRAMES, ETC. TO BE PAINTED SW1482 TAOS TUROUCNSE. 8.- - 2. 9. EQ._ -3-�•--- 48 UGHI FIXTURE +-VWC1 -.. 3/4• PLYWOOD. PAINT TAOS TURQUOISE W/ DIFFUSER (TYP') I i S- ALL DRAWERS SHALL HAVE RECESSED PULLS AND DRAWER SUOES. SIN FURNISHED BY TRU TIME CLOCK 1 COUNT ROOM • 6. ALL COUNTERS, SHELVING. BINS, ETC. • MGR. OFFICE h WiNT ROOM TO BE 3/4 HIGH DENSITY PARTICLE BOARD WLPLASTIC INSTALLED BY CONTR. PROVIDED k r LAMINATE. DRAWERS TO BE SOUO WOOD, NO LAMINATES. BLASTIC LAMINATE TO BE VA AR g_}43T MALLARQ TEAL„ I > INSTALLED 1/4'r BOL BOLTS. WASHERS TEXTURED FINISH, H-5 GRADE. UNLESS OTHERw�.' ':uTED. I 7-1.2-f.Z 110x1/2' SHEAF il' _2' 4' 1'-0' 2 ERUAL SPACES BY T.R.U. k NUTS TYPICAL w SAFE W/ STL. BRACKETS -)----__�---- -- �� r 7. ALL HARDWARE, (LOSERS, PULLS, ETC. TO BE HANDICAPPED ACCESSIBLE. Fllkri. 8Y TRU - STANLEY X797-WHITE INDEED -A. /' !/ POWER CHORD • 8. REFLECTIVE SURFACE OF ONE WAY MIRROR GLASS TO FACE SALES AREA • DOOR UTE INST. BY CONTR. I - - ______ _.-- _-- _--_-- S k WINDOWS. o I I 3'0 HOLE FOR ----- t" i 9. ALL OFFICE INTERIOR WALLS TO BE CONSTRUCTED W/ 1/2' GYP. BOARD TAPED AND SANDED ON3 DIAMETER HOLE METAL STUQS • 16' O.C. TIME CLOCK CORD -` MANAGER'S OFFICE AND COUNT ROOM TO BE FINISHED WITH VINYL WALL COVERING (VWCI) FURNISHED AND INSTALLED BY CONTR. i - SE>E DTL 3-1.2-1.2 __ --- 2'x1E'' SLOT - _-- w - --- REFER TO SPECIFICATIONS FOR ORDER FORM, COMPUTER ROOM AND TELCO ROOM TO OF PAINTED SWI004 PURE WHITE. I 4' BACKSPLASH ' 120V DUPLE`: OUTLET 8, 2' FOR PAPER b BUMPER GUARD v 10 OFFICE EXTERIOR WALLS TO BE. CONSTRUCTED W/ WAINSCOT SUPPLIED BY TRU AND INSTALLED BY CONTRACTOR OVER (TYP.) 1 J FOR TIME CLOCK ' 4' BACKSPLASH 1 - (TYt'.) w i FURNISHED BY TRU &" NSTALLED BY CONTR. "" CONTRACTOR SUPPLIED 1/2' GYP. BOARD TAPED AND SANDED ON 8. 20 GA. METAL STUDS • 18' O.C. -- PLUG MOLD GYP. BOARD 11. PLASTIC LAMINATE WAINSCOT TO BE ANCHORED TO STUDS WITH COUNTERSUNK LAMINDATE SHALL NOHAVE YWALL SCREWS AT THP IIID �� ONLY. SEE ELEC. DWGS. 6' 20 GA. ITL. STUDS < HORIZONTAL SEAMS. WAINSCOT PANELS ' • 2x6 LEDGER `-- SUPPLIED BY TRU O 18Q.C. a, 12. SEE ELECTRICAL DRAWINGS FOR TELEPHONE CONNECTIONS. 1/2 SHELF ' -- INSTAUF.D BY CONTR cu FOR PAPER 3/4. COUNTER COUNTER W 13. SAFE MUST BE SET IN PLACE PRIOR TO THE INSTALLATION OF THE DOORS TO THE MANAGER'S OFFICE AND COUNT ROOM. CONT•?ACTOR TO DISCUSS & COORDINATE SAFE INSTALLATION PROCEDURES W THE SUPPORTS TYP, (2) -DRAWERS / E TRU SITE REPRESENTATIVE �.� 3 TI ME CLOCK 3/4' COUNTER �, �, 3/4' COUNTER 1/2' SHELF DETAIL SUPPORTS TYP. SUPPORT'S TYP. - FOR PAPER - _ ---- -- .2 1. SCALE: 1 1/20 .. 1'_O" 4' VINYL BASE 4' VINYL BASE ' 6 20 O.C.GA. Mn. sTuos PARTITION NOTA ri**�COUNT ROOM ELEVAOnON •2 COUNT ROOM1/2" GYP. BOARD 1. T PARTITIONS ARE CONSTRUCTED OF: C NER CUAROS- NOTE: 6. 20 GA. MIL STUDS O O OT O.C. -SEE SE DET. S-4.0-4.0 1.2 1. SCALE: /Zw s y'-0" PAINT ALL EXPOSED WOOD w/1/2' GYP. BOARD ON BOTH SIDES OF MONDSWI482 TAO�S TURQUOISE STUDS. EXTEND PARTITION FROM FLOOR -2" 6•_6• � .2 1. SCALE: 1/2" :� 1'-O" TO UNDERSIDE OF ROOF DECK. UNLESS - R. -- -� SUSPENDED LAY-IN %FILING NOTED OTHERWISE. IN AREAS w/LAY-IN REDUCER t 3 5/8'x20 GA. Mn CEILINGS EXTEND GYP. BOARD TO S' STRIP 4 FORESh10R1ENE0 _ STUD HEADER UNTEL r-3/4' PLYWOOD ABOVE CEILING. Zl .21. 1. 2x6 WOOD 04AILER W/WOOD EDGES TYP. , Drawing References ----- - O HEAD k -ILL I 1'-0I 2. 4 5/8' PARTITIONS ARE CONSTRUCTED OF: -------- 3/4' 0U',,RTER ROUND 3 5/8 20 GA. MTI. STUDS O 16. O.C. -- NO Drowk1 WOOD M()ULDING I W/1/2' GYP. BOARD ON BOTH SIDES OF , -- STUDS. EXTEND PARTITION FROM FLOOR LINE OF STL_ PLATE EA. SIDE. ALL AROUND TO 6' ABOVE LAY-IN CF'IUNG. O 11'-8' A.F.F. 3/4' QUARTER ROUND I WE DET. 3-1.2--1.0 WOOD GLASS STOP TYP. _-_lVSHELF BRACKET SUPPORTS o VWC1 -+ VWCi `� 'STANLEY //97 (*'ITE FINISH) ui t-(TYP.) (TYP.) 1/4' SAFETY MIRROR GLASS '- O EA. END o 12 REFLECTIVE SURFACE TO FACE SALE' AREA -- iii t•x 12' WOOD SIU_ & JAMBS .24.EX I - UGIET S NDED PLYWD -' (RIPPED TO WIDTH) LD BUMPER GUARD - e - - CORNER GUARDS 1 1' 10'-8 3/8* FURNISHED BY TRU & SEE DET. 5-4.0-4.0 REDUCER - - _ / ''- STRIP 1/4' SAFETY � INSTALLED QY CONTR. ---- " < __ 1/2' GYP. BOARD a.�. v ` • MIRROR GLASS - -- -_-- -� IN W000 FRAME WAINSCOT PANELS -�- 1/4' SAFETY - • --6 20 GA. MTL. STUDS SUPPLIED EKY TRU O 16. O.C. --� MIRROR GLASS INSTALLED BY CONTRACTOR- 1 4' BACKSPLASH (TYP.) - _--� --_-_ -- _ SECURITY S _ u COUNTER W/ ' b. 4 LIGHT SHIELD DETAIL LAAO( BUMPER_NNW (2)-DRAWERS 4' BACKSPLASH PLUG MOLD WALL BUMPERS- � DET. s-4.o-4, TYP.) I I ROOM o CPU PLUG MOLD �. + (TVP.) SEE ELEC. DWGS. .2 1. SCALE: 1 1/2" 1'-00 _ 116 2 ' • - SEE ELEC. DWCS. �, � FIXTUR� FURNISHED C=2 q �' - -- -- _ . 2x6 LEDGER •� o COUNTER W/ _ - -_-- N^�i.xc BY WKLY, IN57ALLEb_- - (l)-DRAWER i� 9 BY CONTR. I SLIDING SECURITY - I "'d 1. LAMINATE INTERIOR, •2 `• •'�- ' WINDOW. I EXTERIOR 8 EDGES OF 3/4' COUNTER �` f 3/4' COUNTER 1n BIN W N e\� A ------- - - ----__ ___. SUPPORTS TYP. 3/p' COUNTER J SUPPORTS TYP. N MALLARD TEAL S-3-43T 16 _ .3 4. SUPPORTS �� \ 2. PAINT DIVIDERS TO MATCH ---- " -- ^- -- PLASTIC LAMINATE CORNER GUARDS - SEE' DET. 5-4.0-4.0 �'� �` I BID DATE: _ 3. SEE SPECIFICATIONS FOR 11'-7 J 8' 4 VINYL BASF 9� BIN MATERIAL --_--` -L ____-_� CA 4' VINYL BASE- - --- - , I CDD NAME: OWA12 PROJECT NO.: M10 /7;""\D1 RECTOR'S OFFICE ELEVATION - - T10N A 30» � - � IDF2AWN 8Y: � CHECKED BY: _ WJJCA►x 6 M ANAGER'S OFFICE / I I PROTOTYPE DESIGNATION: 1997WQELJ RFV 2- e ELEVATION � �6 �° SPACES W,/ , 4 DIVIDtRS 1.2 1. SCALE: 1/2* 1 _0' KEY SCALE: 1/2" � 1'-o' .--- - BULKHEAD ABOVE , 10877 WATSON ROAD I h ST. LOUIS, MO 63127 PLAN I PROJECT MANA _ ---� - - -Z -- -- -- /0"7*`\B1N I I DETAIL I 1 ' �� N0EXTEND WALL ADJAC£NT8 I ,�1 i TO C.P.U. AREA, TO EXTEND WALL ADJACENT � ,.1, I f 0 ]0 -' UNDER SIDE OF ROOF TO C.P.U. AREA TO " , . ,Z � I + N //�/ � UNDERSIDE OF ROOF .2 1. SCALE: 1 �* 1 -Q J DECK. 1�Q.TEL , I TRANSFORMER ON 04 WOOD SKIDS NO CEILING IN TELCO ROOM. DECK'- G wi PROVIDE SIL. STUD HEADER DIRECTLY "�' BENEATH SKIDS. - -- 51'-1 318» ' PROIFESSI �j,'/ r ✓q gAR�f' 27, TRANSFORMER ON 4X4 WOOD SKIDS 3'-2' ___-- __-�.��_ -POLO rJF REC - +, - -- PROVIDE STL. STUD HEADER DIRECTLY _._-" � 3.1�� -__-- NO NG IN TELCO ROOM. �- --- �` � _ __ _ GYP. BOARD FACE OF - I- - -- - -1 BENEATH SKIDS. --'- --' - --� �' _ - -- JAMES A t3E�{TS 10105 J N L �-- --� MASONRY WALL 1. F.O. I I I 31 211-11pe - _ _ - .� -- -- --- - � � _ - - --•- - -- - ----- �� Ur�E OF CEILING BEYOND 2'r HOLE IN COUNTER TIME CLOCK I -- -- W/ PLAS. GROMMET S'E'E DET; 3-»1.2-1.2 ` 5 LINE OF PAPER SHELF 18' LINE OF 11' 1 ( •. -6' 20 GA. ITL. L,�O. 2 1. BELOW COUNTER TOP- ASHELF 0 24' BOVE COUNTER ' REFEh: TO GEN'L STUDS O 16' REFER TO GEN 1. 2'x18' SLOT IN COUNTER d NOTES „r9 At 10 O.C. TO EXTEND 4' SIM 9 I LINE OF STL PLATE 6' ABOVE LAY-IN' NOTES /9 k 10 � 4 135' CORNER GUARDS FCC PAPER -- -- .2 1. •2 1, I O 11.-8' A.F.F. CEILING- �� \ .2 T 9EE DETAIL SHT. A4.0 WALL BUMPERS I I SEE DET. 3-1.2-1.0 National Office . -- SEE T A - I , I __--- _ e © 461 From Road 1/2 GYP, BOARD Q Paramus, NJ 07652 �• 6 1/ `r N \ , i ; i SAFE , +�-- 1 \\ �� 201) 599-7800 GEOFFREY o ^-- 1 6• 1' 6' i 6 1/2' .2 11. -PARTITIONS TO 12'-0' A.F.F. a. 1- _ - _ COUN � R W/ _r- WALL BUMPERS This drowin is the Exclusive Property of Li w °RAWER ROOMY • I TELCO SEE DET. 9HBET A4.0 EQUIPMEN I ry • • 9 ROOM TOYS Si US. The information showy. may � r HOLE. IN •2 1• ROOM =12S 7 nod be used nor the (lrowin s Re raduced z � d �-I- OUFITEF( w/ 121 I CPU N . 4 1 S. GROMMETDIR. MGR. 124 VESTIBULE T p rs OFFICE 2"0 HOLE IN I m without permission of TOYS *9" US. 1. OFFIC couwTER W/ I 122 _ 119 120 ® PL.AS. GROMMET �, ,1__._ _ ' �"� i TRANSFORMER ON Location _._- - --,t_--_-r- �: _ 'y��'`�- 4x4' SUPPORT SKIDS I n ABOVE. _ _ _ _ _ _ TIGARDt OREGON ALINE OFEXT --- -- -- __.. --- - - -- - t�f LINE LADED PLYWD. _79 A KEYPAD !2) co ALARM PN LIGHT SHIELD COUNTER W/ ©�� -- L. I - 2 -[DRAWERS - Drawing Title .� COUNTER W/ 0 57* A.F.F CONC. CURB --- --- _ -- - (2)-DRAWERS ENLARGED 4' VINYL. BASE ""'�""""-""�" --------- .__.__1 4 5'-0' I 7" 8'-11 3 4'__�._.._.. - 4' VINYL BASE - -. ----. . 4 VINYL BASE _ ____� _____ _ _ ________ _____ _ � 13'-11 � 8�._ � OFFICE PLAN FINISH FLOOR ___._.-_ __.. _�.___ __ __ ----__-- 16'-7 3/4* _ SECTION FINISH FT_DOR 8._0 1 2. �0. y e 0 TELCO ROOM s SE('*%#"nON ® (TYPICAL • DOOR /26) scale.2 1. " '- . TELCO ROOM Date 9 AS NOTEp ALE. i/2 1 0 .2 1. SCALE: 1/2" 1'-0" 10 I I r NLARGED FRONT OFFICE ILA 11 Sheet No. C 10065 SW Cascade SCALE: 1/4% LA V-0" NNO /0\0 BLIP 96-0613 7o(35 I Al O 2 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. NIICROTILMED lllll�llllil! ►I!I!Illilll! llllill�illll ! !l!llli�llllll! lllllll�Ilill ! Ilrl�f+�1! ! lllitfl�ll►il i ►Ilili��illl! lilIIIIJ�llil llillll li�ill +!►�! ililll! l�Ilill I�i��j 1� mat"anN � ( 1 IIIIIIII Ilnitill Ilullnllnlllllllllnlllttl ulllnn nnlnn Ilillllll VIII:nIIIIIIIIIn lllllunlll I mt�tnt hnlaulullltllt t tl I ul I } . t. h u Illitdll tlmltllltkmtnllll�ii imlt�ll nnitftl nnlitt unls,It ttnitnt tlulltlt inittnt mtllm uullnl nnlnu n1 i -r TILE ACCENT BAND Revisions t - - J' 2* 5' tl' 4 TILE ACCENT BAND -- ------ No Date Del tIm . - �i3:- -- - ta' 4' U• � 1 6' 3 4 0" 4 �.._,___�_,_ �. 4' 1 si -r -------- - VINYL WALL BUMPER _ GONDOL CHANNEL '11► CORNER GUARD 'F -�-- - _ -- $ F 13 _ 4'-s 3 4• 4 s -t• I• 2'-6" ,• a'-o' ,• >� ORAL - - 4 5/A' PERMIT APPUCA110N --- _ 5"-l• O 11'-8A.F.F. SIM. SUPPLIED BY TRU, I '3 4' WALL. 1i�1'AL 1-114-1 � INSTAl1ED BY 10 I , BUMPERS FACE OF STt_ . TE 3 I I -- {. - -+ CONTRACT • 11' 8" A.F.F. an OVA& 3-14-1 2 II T ] HREAK F - - -- ,%JANI R � --�_ ---- - _ � JRE � S ROOM I Cl_0 T 5'-0" DIA. C 4 ^+ BASE CABINET w/ 103 I 11 O MAR1 O6 HANDICAPPED rSINK BY CON 1R. I I �= THR _ .TURNAROUNDD1 _ - �>Q DET. 3-1.3-1.3 -4 '-0ELEa' o GLASS BLOCK C] P ( VENDING COODISAB 0 TOILETCAL HANDICAP TYPICAL HANDICAP GREEN COVE FJASE (�) " WINpOW FROM MACHINES GEN R SIGNSg S 43 -4 A.F.F. T � , oPNT ON WAIL0. 3A STA - C TYPICAL STALL -- WOMEN S RE TROOM ENTRANCE - MENS I (N.I.C.)D 9-4 A.F.F. I K y I I ELEC O 80" '1.F.F. (TYP.) "3 �MENS (SIMILAN - Dt:LEIT 4 '''1y�✓/ 102❑) MEN'S (SIMILAR) MEN'S (SIMILAR - DELETE�4 ) L ;_ _ FIXTURES ` CORNER GUARD 12 1 8 9 �-_ B TRU SUPPLIED BY t/, BUC TELEPHONE M2 ,, -"-_ INSTALLED BY I I OUNT SO THAT ° � PLUMBING UMB�� 1 CONTRACTOR I I OF COIN SLOT i TILE ACCENT BAND - - I I - 1 4a" A.F.F. fi[ DETAL, Bff 01tAWlp I - L -- - - _ - -_ TILE ACCENT BAND - 9 9 file DETAIL TI!! DOW-ON---- ~REFR [3 IGERATOR - --- o ® • , N 8 Y TRU 18 COAT RACKS --.1 - U1 MAL 1-1.3-1.3 ; MAR _ -- THRE' �' - crS 3 C' 2 3 1 3 10� _ 12 `' I TRAINING WOMEN'S 8 4 6 q 2 .� R FIXTURES OOM M �; _ � i I - TURES �� N 10 5' 0" DIA. 1 8Y TRU 105 ~ -_ Q HANDICAPPED 5 10 - ' ; •r - 3 � __. TURNAROUND i LOCKERS C� _ - E.D. r9 SUPPLIED _ 18' ADJUSTABLE- W 10 CLOSET �t- g -6' - _ - I BY TRU VIDEO SHELVES INSTALLED lO4 H K 1 CABINET >� DETAIL x-1.3-1.3 RESTROOM - MEN'S RESTR _ TYPICAL RESTROOM BY CONTR. � 9Y E F OOM MENS (DWWALL -- MEN iRS l -- Drawring References /--VANITY COUNTER OMEN'S (SIMILAR -- DELETE - }- . DETAIL 6-1.3-1.J °° No Drowln TILE ACCENT BAND -- t 1) - _ -._._ . 6'-5 3Lt9'- - 1 U -- -- .5'- ?' u -- - 1 Bib ORA 0 - 6 9 5 -- - --- -- -3'=t 4 - - 11,-5 318, 4 5/8' ! -0• 5!6 - -- -- ` 4 - -- -- -- 9' SIZED 2 4 10 / 12 --- i -� - --___ _ 10 W.C. \\ ,z', __ i �• f - r � � 1 - _ _ _ .. -- - __-_- - __ _---- ----- �• N - ENLARGED TOILET AREA PLAN 14 4w r w j� 1_ - ; SCALE: 1/4" = 1 -0 4 i - GREEN COVE BASE (TYP) -- I 4 �4 ' _6 - 12' WIDE (18" o LIST OF ACCESSORIES H RESTROOM ENTRANC -- M N' I CH LD'S STALL - WOMEN' WOMEN'S RESTROOM CHILD SIZE W.C. CLOSET ,11to4) INT. !YO?E;_A?��ADULT_ C = GNI n J -- VANITY COUNTER K M�OMEN'S RESTROOM GRADE PLYWOOD W/ ,a T- - NO D MAMt�AC>R GT 611E DETAL !'-ij-•1.3 A HARDWOOD EDGE AIOQ flp p� r T STRIP. SHELF TO "-` - � � \ 1 SOAP DISPENSER BOBRiCK 8-8226 STAINLESS STEEL RECEIVE A CLEAR 2 TOILET TISSUE DISPENSER WATER HIR. 6t SHELF - - - - ? URETHANE FINISH Mtn _. � we ,� BOBRICK B-2888 STAINLESS STEEL _ SAAM GEN'L NOTE �1 18" ADJUSTABLE SHELVES I BY CONTRACTOR 1!i O E emu � fff DETAL 2-14-1.3 18" COAT RACKS 1" DIA. NICKEL �� 3 GRAB BAR B08RICKPLATED STEEL � I ^+ N B-550 STAINLESS STEEL 33 3/4- SE_ fE DETAL 1-1.3-1.3 TUBING SCREWED / 4 FEM. NAPKIN DISPOSAL BOBR((X 8-254 STAINLESS STEEL 19" O E TO BRACKET__ -- 2x4 W000 BLOCKING / 5 FEM�qiml . NAPKIN VENDOR BOBRICK B-3500X2 STAINLESS STEEL 50" O TOP 1Y ADJUSTABLE O SUPPORT BRACKETS 8 TOWEL DISPENSER/WASTE RECEPTACLE SHELVES -- f3 I ' ATTACH TO STUDS �� BOBRICK 8-3944 STAINLESS STEEL 59 1 Y O TOP 1 I I li `POLE & SHELF SUPPO T (TYPICAL) I 2" 1 UkS 0 16 7 WAS fE RECEPTACLE BOBRICK c BRACKET BY CON-FR. __ - �` - MTL STUD & GYP. _ _ S-0' 3'--0•T 8 URINAL SCREEN B SZS STAWLESS STEEL 45" O TOP " I S 2'LE O.C. TYP. SUPPLIED UY TRU INSTALLED BY CONTR. (24" MAX. WIDTH) CERAMIC TILE � � fiOARD PARTITION �_ g'_0• � g 101tFT COMPAR'MENT BID DATE: - �s OU _ STANLEY N704/S OR WAINSCOT, BOTH _ - _--_ _.._ --- - -- - SUPPLIED BY TRU INSTALLED BY CONTRACTOR CAGD NAME: 9At3 PROJECT NO.: 60 f' . , APPROVED EQUAL _ SIDE$ OF SINK o t r f = 1.4 _ __A [�' O MASONRY WALLS 10 FOLDING UTILITY SHELF' BOBRICK B-287 STAINLESS STEEL 40"A/30"C DRAWN BY: SIM CHECKED BY: �D JCA I r A I ANCHOR SUPPORT W/ / ANCHOR SUPPORT W/ NQIE; 11 MIRROR O ADULT FIXTURE MOP SI* PLUMINK ^ 10 FLATHEAD WOOD -J/ B0BRI0< 8-145 2438 STAINLESS STEEL 40" O BOTTOM PROTOTYPE DESIGNATION: 199746KCpu REy 98 COAT RACK (IN I,I SCREE EXPANSION MOLLY COUNTERTOP AND BACKSPLASH: 3/4" HIGH DENSITY i FOREGROUNDj_ I r--- 11 .,: „, _ (TYPICAL). BOLT (TYPICAL). PARTICLE BOARD W/ PLASTIC LAM'NATE (NEVAMAR 12 MIRROR O CHILD FIXTURE BOBRIC C B-145 1830 STAINLESS STEEL 30 1/2* O BOTTO 5-3-43T MALLARD TEAL ON ALL EXPOSED SURFACES 13 MOP & BROOM HOLDER & UTILITY SHELF SUPPLIED BY TRU INSTALLED BY CONTRACTOR AND BACKER SHEET ON ALL CONCEALED SURFACES 72» VINYL BASE + 107' 1VCOAT RACK DETAIL 14 DIAPER DECK SUPPLIED BY TRU INSTALLED BY CONTRACTOR BASE CABINET: 3/4" HIGH DENSITY PARTICLE BOARD 32" 'S CLO ET WITH PLASTIC LAMINATE (NEVAMAR S-3-43T MAI-LARD QLA� --�- TRAINING ROOM •3 SCALE: 3/8" - V-Ow TEAL) ON ALL EXPOSED SURFACES AND BACKER PARTITION NOTES M�---- TRAINING ROOM 10877 WATSON ROAD ,8 (1) FIXED SHELF,CONCEALED SURFACES. PROVIDE t. 7" PARTITIONS ARE CONSTRUCTED OF: 8" 20 GA. M11- STUDS ST. LOUIS, MO 63127 1.3 5. CEILING -_ - - O 16" O.C. w/ 1/2" GYP. BOARD ON BOTH SIDES OF STUDS. HARDWARE: HINGES-STANLEY PER D O PER DOOR), EXTEND FROM FLOOR TO UNDERSIDE OF ROOF DECK. PROJECT MANAGERS PULLS-STANLEY #4483-AL (1 PER DOOR), MAGNETIC CATCH-STANLEY #SP48-AL (1 PER DOOR) f. - 2. 4 5/8" PARTITIONS ARE CONSTRUCTED OF: 3 5/8" 20 GM. MTL. INTERIOR GRADE PLYWOOD STUDS O 16" O.C. w 1 2" GYP. BOARD PR 0 VENDING MACHINES GLASS BLOCK I W/HARDWOOD EDGE STRIP REFER TO PLUMBING DRAWINGS FOR FIXTURES AND _ - -- / / ON EACH S;DE OF STUDS. {QED F PIPING, INFORMATION. INSULATE ALL. EXPOSED PIPING U EXTEND FROM FLOOR TO 6' ABOVE FINISH CEILING. (NIC ) WINDOW-- t2" DEEP SHELVING IN BELON COUNTERTOP. o0 3. WAIN C� LOCKERS - :SUPPLIED BY TRU DEEPJANIIN CLOSET, ,8" SCOT PANELS OVER GYP. BOARD & STUD PARTITIONS IN HALL 11. W INSTALLED BY CONTRACTOR -� DEEP IN TRAINING ROOM SUBMIT ALL SHOP DRAWINGS TO ARCHITECT FOR b '- -� v� • N'1 Id Tl. STUD k GYP. APPROVAL PRIOR TO FABRICATION, v v v 05 f• ((CLOSET ALL. BY CONTR.) •• 0 4 sHELVESRNVDE 2 UPPER ?- BOARD PARTITION -- o v v� _ _ _._ . v o°o :, i JANITORS 3 BASE CABINET (THIS SHEET ONLY) CLOSE PROVIDE SHELVES oo PROFESSIO _ 2x4 W000 BLOC KING n 1 I. PROVIDE SOLID WOOD BLOCKING WERE TOILET PARTITIONS, GRAB BARS, q q • I ' ' -' __ ' I I - FINISHAR URETHANE a P ° AN SUPPORT BRACKETS .3 1. SCALE; ,/2" 1'-Qw v v v D LAVATORIES ARE MOUNTED TO STUD AND GYP. 80. PARTITIONS. RECOR �/� 27 -- --tet 1Z� I - ATTACH TO STUDS v v " 2. ALL WOOD FRAMING, BLOCKING, AND ANY OTHER MISC. CONCEALED �" •n• w000 JAMES C. 6'-0" SLOTTED (TYPICAL) vbR!ES _ - 2'-t�4�_- -- - - _J, ELEMENTS SHALL BE FIRE RETARDANT. (SEE SPEC.). C A�� 3. PROVIDE (2) 16 GA. MTL. STUDS (NESTED) • 16" O.C. IN W 314-8�� 1 Z STANCHIONS O " HA(ZICA�PNWIDTH CHILD WIDTH - �? ) ALL DIRECTLY 00 2 1 + I ' 2'-0" O.C. �_- (TYPICAL) _ _ BEHIND WATER COOLER AND TELEPHONE. ANCHOR STUDS M FLOOR _ _� -- - \ r I' I _ __. _ COLOR: FACTORY -' - I FINIShED WHITE I I 4 PROVIDE (2) 16 A. TL' STUDS NESTED BEHIND EACH WATER HEATER nAND SrRUCTURE ABOVE. L 1 K ANCHOR STUDS TO FLOOR AND STRUCTURE ABOVE. (ANCHOR W FUTNEAO • _ 011` WALL 5. CONTRACTOR TO PROVIDE ALL SIGNS, DECALS, SYMBOLS, ETC. REQUIRED FOR i -BASE CABINET w SINK VINYL 8ASE WOOD SCR1� kms) - MSI O MASONRY WALLS J- -- FIELDMPAT•�T 11! �HYDROMEN CLASSIC BONE 96114 DISABLM ACCESSIBILITY AS DESIGNATED BY LOCAL C 1 VINYL BASE REFRIGERATOR ANCHOR SUPPORT W/ o DESIGNER ODES AND AUTHORITY. X111! TD DET' '3-1'J-1"S BREAK ROOM , EXPANSION M � --- .S GNER SERIES 6. ALL TOILE i ROOM ACC MOLLY -= THE FIELD PATTERN SHOWN ABOVE (1'-4"X4') IS REPEATED AND MOUNTING HEIGHTS vsr CIES TO BE INSTALLED PER DISABLED REt�UIREM P Q BREAK ROOM BY ,RU BASE CABINET w/SINK FIN. F LOOR - 1 BOLT (TYPICAL). ►- TNRU-OUT, EXCEPT AS NOTED 7, REFER TO PLUM6tNG DRAWINGS RiF7�E11 TO DET. 3-1.5-•1.3 NGS FOR FIXTURES AND PIPING INFORMATION. National Office 8 w FM 1LE- CTI DAL-VU D-799 PFARL ) INSULATE ALL EXP(.cZD PIPING BELOW LAVATORIES. T ( w>E) ;'�yACC[?it ttt- cT� (Ortt-TIF r<-itit 1EAL 8. CONTRACTOR IS RESF`ONSIBLE FOR INSTALLATION OF ANY/ALL OWNER 461 From Rood �72SHELF D s;'t�T 1�- CT2(DAL-11F OY-I AmLION FURNISHED ITEMS U.N 0..ETAIL x 9 a•�� T� - �roK_t>��_„��AL� Paramus, NJ 07652 VENDING MACHINES .j ACI JET LLE - lT7(DAl 11E DY-12 IAISTARD 9. CONTRACTOR TO INSTALL. WATER RESISTANT GYP. BOARD THROUGHOUT BREAK (20T 599-7800 REFRIGERATOR I ROOM, RESTROOMS, WOMEN'S LOUNGE, AND JANITOR'S CLOSET. (N.LC.) BY TRU w w 10. PROVIDE SANITARY SEALANT AT FLOOR, WALL, AND MOP SINK PERIMETER GEOFI=REY .3 ,. SCALE; 3/8 � -0 NEVAMAR FOUNTAINHEAD FM--7-4 JOINTS IN JANITOR".> CLOSET. WHITE MATRIX 1/2- THICK SPLASH PROVIDE INSUL. PROTECTIVE ACCENT 611. SO I AP DISPENSER NOZZLE IS TO BE LOCATED TO DISPENSE ONTO LAVATORY. I „ TOP FRONT. PROVIDE 1/8" RADIUS BOOT ON ALL EXPOSED PIPE ,.�..�,x 12. ALL MIRROR DIMENSIONS ARE TO OUT-TO OUT. This drawing is the Exclusive Property of ON ALL EDGES. - Sr^,ALE; NONE 13. PAINT ALL WALLS IN BREAK ROOM, TRAINING ROOM, HALLS, MOTHER'S ROOM, I I I II II AND JANITOR'S CLOSET TO BE SEMI-•GLOSS.(REFER TO ROOM FINISH SCHEDULE). TOYS "S1" US. 'The information shown may CHASE PARTITIONS ARE TO EXTEND _ - SOAP DISPENSER- 2_0• 14. PAINT ALL INTERIOR DOORS AND FRAMES (ALL SURFACES) INCLUDING JAMBS. not be used nor the Drawings Reproduced FROM FLOOR TO 6" ABOVE LAY-IN _ ,�,'�� (EXCEPT SLIDING CLOSET DOORS). (REFER TO ROOM FINISH SCHEDULE). " » � I U I I I; II I CEILING. � CONT. 2x4-I.AG � "---"------- --- - - ---�------ 15. CORNER GUARDS AND WALL U without permission of TOYS fi US. its I VENDING MACHINES TO WALL STUDS A B MBERS APE SUPPLIED BY TRU AND INSTALLED I I -1/2 WATER RESISTANT GYP. BD. - BY CONTRACTOR. �_-__ 18. SEE ELECTRICAL DRAWINGS FOR TELEPHONE LOCATION. LOCatIOPI (TYP. BOTH SIDES) (1) CONT. 2x8 BLOCKING ��'� UNDER COUNTER----- - CONT. 2x4 II II I 1/4" CERAMIC TILE (TYP.) -�-� - - -L -_ -- I I II II I (SEE SPEC.) (2) LAYERS 1/2" NEVAMAR 1_- FOUNTAINHEAD FM-7-4 ` 2x4 O le" O.C. TIGARD, OREGON ( RAISED GENDER VINYL BASF WHITE MATRIX CENTER & (�� SYMBOLS (TYP.) RVINYL BASE __ END SUPPORT IN WOMENS(D"L&K @AKLK ROO ROOM & END SUPPORT IN Drawing Title h. MENS ROOM.----------- ( L I RAISED DISABLED . " "' SYMBOLS (TYP.) ) xW.- (2) CONT. 2x4 BLOCKINA ENLARGED TOILET v TINDER COUNTER (TYP)!--_-1L' PLAN INTERIOR ELEVATIONS - �- � _ RAISED GENDER STAGGER 3 5/8" 20 GA. MIL. � TEXT (TYP.) STUDS O 16" O.C. (TYP.) �b A-A NEN WOME Scale Dote SCALE: 1/4w � ,'-pw --- - - - - - -- - - -- ------ - AS NOTED SCALE: N.T.S. v ' N �- RATS ER B AIL 'i r%\DETAIL 5 ANI - - (TYP" Sheet No. � 1.3�-3scALE: 3/4w � ,'_ow .3 ,. SCALE: 1/2* _ ,'_o. TOILET R001� SIGNS . / SCALE: NONE 10065 SW Cascade Ao• I P 96-0613 8 of 35 PW IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !1!I!1!I+1I� Inllrl (InIuII�lIlllnu!nlllul!!IIIIIuIIItIIIIInI nllinu IIu1111I IIIIj111) n I I I LIII I .IIIIIIIIbIIilm+ IIIIInn IIIIInnIullln,n nnlnn IrrIhIl Ila�mlIIIII�fililllulfu►I�IIhIII IluEllu IIII�III Illlh''lIi IIIlfinl nnllal nlhnl nnllul Il:IInlllulllnu'�i � 2 3 3.3 4 1 4.1 5 5.1 O (EXIS111 G BUILDING) II_LUMMMD_ IUQIIZ ------ 7.2 a.5 8.9 9 10 Revisions ILMTL PANE SYS ARCH, MTL. P EL SYS'MJ By SIGN CONTRAC ff S. Dtjt* Descr§ EXTENT Y 16 6XZE PAO 4�Tj�W_f_� ELC TO PROVIDE "'on EN WALL COPING, FINI C-1 (BWE POWER k CONNIE 7 c ON 7 T.O.P. ELEV. PERMI f APPLICATKA ARCH. MTL PPAEL SYSTEM • Exr,,NT OF NEW EXWNDEfj PARAPET k NEW Ll F S, a —FF 1%2 n LIGHT FIXTURES— NEW PRE- COPING. FINISH: C-1 (BLUE) FININISHED A I WHITE ALUM. COPING &01 LIGHT FIXTURES I rt) 10,0 T.O.P. ELEV. a MTL. FASCIA 0 25'-8w A.F.F. 0 COL MA, CH CUAr WAL MTL F�SCIA PREFIN. WHITE 0 EXIST T.O.M ELEV, 0 18'-40 A.F.F. ULILUR 1 TO AT>I ALUM. COPING CURTA10 WALL FQUk --[.1 --1 1 NEW T.O.P ELEV. 0 21Y-8- A.F.F. Et.)0AL .— --- --- EXIST. T-0-M ELEV. 0 18'-0- A.F.F. RC�. 'M EQUAL -- PAN S TEM�j, A1464. YL.-- EQUAL WHITE EIFS SYSTEM ------ WHITE EIFS M. k ASS R TAIN ALL TEM MUM f 01 CON CART C. T CUR I —J.- �URIIII _7 ALUM. k GLASS CURTAIN WALL SYSTEM. ALUM. SLIDING L314' E.I.F.S. ON 112' EXT. PLYWOOD FINISH: DOORS J mini FINISH FLOOR_U SEE CURTAINWAI W/ EMERGENCY BREAKAWAY. SHEATHING SECURED TO 7/8' MTL. ELEV. DWG. All FINISH: SEE CURTAINWALL ALUM. SUDING DOORSJ C.I.F.S. ON 11/2" GYP. BD. CONC' CURB - SHOVIIN FURRING 0 16' O.C. (VERTICAL) ELEV. DRAWING A2.1 ALUM. SLIDING DOORS W/ EMERGENCY BREAKAWAY. SHEATHING SECURED 10 7/8* MTL VEAST, MASONRY OPENING TO BE INnLLED W1 EMERGENCY BREAKAWAY. FINISH:CLEAR ANODIZED GLASS (CL-1) FURRING 0 18' O.C. (VERTICAL) TO MATCH E)CS7V4 VIALL 00M 1 WCr" FINISH: SEE CUR rAJNWALL H ELEV. DRAWING A2.1 AST ELEVATION........ G F SCALE: 1/80 NEW DOCK HOOD, SUPPLIED ----- -- By TRU. INSTALLED BY CONTR. EA It NJ (9 NE W FYTENFIED PARAPET & NEW E I.F.S. DASHED LINE NEW PREFINISHED ILLUMINATED SIGNS - Sim. Drowing References EXISTING SPLI-ITACE INDICA TIES ROOF WHITE ALUM.---\ 4 SIGN CONC. BLOCK EXISTING SLOPE COPING SUPPLIED & INSTALLED BY TRU. 0 & PAINT WHITE DOWNSPOUT, & NEW WALL-PAC ELECT. SERVICE BY CONTR. No Dminp rGUARD TO REMAIN U04T FIXTURE EXISTING COPING TO REMAIN NEW WALL-PAC 0'_ ;WALL PACK-SEE T.U.M. ELEV.____ PAINT WHILE [SEE ELECTRICAL DWGS. PAINT WHITE LIGHT FIXTURE, T.O.P. ELEV. 16-'--4* T.O.M. ELECT. DWGS. ---\ - - _. - SEE ELECTRICAL DWGS. - •*_ 18'-0' A.F.F. -Ar 0 25'-B' Af.F NEW DOCK HOODS. 00 00 SUPPLIED BY INSALLIED BY CON TR.— EXISTING SCUPPER DOWNSPOUT, 6 GUARD TO REMAIN PAINT WHITE EXIST. H. . DOOR k PAINT WHITE EXIST. FR ME TO REMAIN PAINT GR Y ---EXISTING H.M. DOOR k _T FINISH FRAME 1*0 REMAIN. EXISTING H.M. DOOR & 3 Fib& PAINT WHITEE FRAME TO REMAIN. Li PAINT GRAY NEW DOCK SEAL. SUPPLIED N� TRU, INSTALLED BY CONTR. ISTING PIP' PAINT GRAY RAIL TO REMAIN J4 PAINT GRAY EXISTING DOCK BUMPERS TO EXIST. CONCRETE STAIRS GLffl%LOCK A 3/4- E.I.F.S. ON 11r EXT. PLY'AYJW REM EXIST.CONCRETE STEPS EXIST. WAINSCOT TO k STL. RAILING TO REMAINSHEATHING SECURED TO 7/8* MTL k STL. RAILING TO REMAIN REMAIN PAINT GRAY PAINT GRAY WINDOW IN ARCH. MT1L. PANEL SYSTEM \V-EXIST. CONCRETE STAIRS PAINT GRAY /PAINT GRA BREAK ROOM FURRING 0 15- O.C. (VERTICAL) COPING FINISH: C-1(8LUE)____\ A 112'-09 L PAINT GRAY k STL RAILING TO REMAIN ARCH. METAL L XTFNT OF NEW EXTENDED PAINT GRAY SOUTH ELEVATION PANEL SYSTEM PARAPET k NEW ElFS, SCALE: 1/80 SCREEN WALL 4 NEV9 PRE-FININISHED BIG DATE- - PREFINISHED MTL 4. WHITE ALUM. COPING D E FASCIA COLOR Sim. DASHED LINE F CADD NAME: _§_0Q_AA9Q._ . PROJECT NO.: 896609 TO MATCH ALUM. INDICATES ROOF NEW WALL-PAC DRAWN BY: CHECKED BY: LFD,/JCA CUR TA!N WALL NEW T.O.M. 0 20'-a' A,F.F. 1 LIGHT FIXTURE - §W_'(� - I NEW WALL-PAC SLOPE SEE ELECTRICAL DWGS. PROTOTYPE DESIGNATION: 12974§KQEU_ REV_ 2 CA EXIST. IGHT FIXTURE NEW WALL-PAC T.O.M.T-O-M0 18'--0* A.F.F. fSEE ELECTRICAL DWGS. EXISTING COPING TO REMAIN LIGHT FIXTURE EXIST, COMPACTOR DOOR NUNN PAINT YM17E SEE ELECTRICAL DWGS. PAINT PhL 02242 GErrYSSURC -EXIST. TOM ELEV, X77—. 10877 WATSON ROAD PAINT WHITE------ew- ST. LOUIS, K10 63127 PROJECT MANAGERS PAINT WHITE PAINT WHITE CONCRETE U/0' CART CURB— PAINT GRAY 8 '10 F4 ALUMINUM k GLASS .6 0 CURTAIN WALL. SYSTEM--y 3/4" E.I.F.S. ON 1/2* EXT. PLYWOOD PROFESSI N EXISTING SPUT-FACE SHEATHING SECURED TO 7/8" MTL C.M.U. L EXISTING H.M. DOOR FXISTING H.M. DOORjk - OF RECOR SEE FRONT ELEV. FOR COLOR REMAIN. JAMES C 0 FURRING 0 16- O.C. (VERTICAL), FRAME TO REMAIN. FRAME TO RE N 27 PAINT MITE PAINT VM171E 314-82114-�Ibo B PAINT GRAY EXIST, DOWNSPOUT 0. NORTH ELEVATION A GAURD M REMAIN 8 6.5 NNNS PAINT GRAY 10 SCALE: 1/8* = 1'_0ff YS so*100 9.5 NEW-T.O.P ELEV. 307-86 A.F. 15 2 EXISTING COPING TO REMAIN NEW WALL-PAC National Office PAINT WHITE LIGHT FIXTURE -- NEW T.O.P ELEV. 461 From Road NEW T.O.P ELEV. SEE ELECTRICAL DWGS. 0 25'-0* A.F.F. Paramus, NJ 07652 tT 2W-8" A.F.F. NEW WALL-PAC (201) 599-7800 EXIST. T.O.M EUV. EXIST. CONTINUOUS GUTTER LIGHT FIXTURE A.F.F. PAINT WHIT'. SEE ELECTRICAL DWGS. NEW T.O.P ELEV. GEOFfREY -T.O.M ELEV. -jj72V4' A.F.F. •-T'6 --4* A.F.F. EXIST. T.O.M ELEV. This drawing is the Exclusive Property of 0 1 -0 A.F.F. TO W US. The Information shown may EXIST. T.p.M ELEv. n be used nor the Drawings Reproduced 0 1 0 A.F.F.- -- without permission of TOYS ",9" US. EXISTING N.M. XISTING SPLITFACE M. DOOR A /EXISTING SPUTFACE '40-- EXIST. DOWNSPOUT FRAME TO REMAIN, CONC. BLOCK CONC. BLOCK k GAURD TO REMAIN Location PAINT GRAY PAINT WHITE /EXISTING SPLITFACE PAINT WHITE PAINT MITE (Typ.) CONC. BLOCK PAINT WHITE TIGARD9 OREGON FINISH FLOW Drawing Title EXTERIOR -EXIST, CONCRETE STAIRS PAINT GRAY k STL. RAILING TO REMAIN EXISTING SPLITFACE `� ELEVATION S PAINT GRAY PAINT GRAY CONC. BLOCK .................... PAINT GRAY EXISTING PIPE BOLLARD Scale AS NOTED Date PAINT TRAFFIC YELLOW Sheet No. WEST ELEVATION 10065 SW Cascade SALE: 1/80 1'_p" BLIP 96-0613 A2 * 0 9 of 35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED IIICM MADS own% No ARCH. 0 R H C MI 4 kc A TNES� 4 SC a ( By RE S P JE10-C COPING,P % CIA S AS tA M t 0 M rLO ReAsinne No Dat* DowdPtIon 1'EJtrAIT APPUCATION 3.3 4.1 `5.1 8.8 7.2 - - - - - - - r'4 b 10 I 1 1 6• I i I 2 I - i.RCH. M I . PANEL SYS ! ARCH. MTL. PANEL SYSTEM SCREEN WALL 1 COe'ING, FINISH: C--1 (BLUI') �.�. T.O.P. ELEV. ��~FINISH: C-1 (BLUE) •� ( 1 • 31'-0• A.F.F. •�-- __-____--_ � - -� 1 R, ARt'H EIA MTI PANEL SYSI J.j t _.. COPING, FINISH: C-1 (BLUE) T.O.P. ELEV. - 48'-0" I l i ALL�ARCH, MTL. PANEL _ - . -- wJ i 025-e• A F. JOINTS TO BE SEALED - -- -- - - -- - — ---- - - --- t O -- - DOW-CORNING 793 -1 - STRUCTURAL SILICONE •I SEALANT--BUCK.O .± EXT. LIGHT FIXT. I I I ,o (SEI_- ELEC. OWL'S.) � ® -- i I --- NO f NUNN _ i I 113 I _ I - __ -� rowing References No Drawls I —• I •— -- _..-_.-_ __ — _--—..__ -- -- 7 6*1 _ r OEM ARCH. MTL. PANEL SY51E>rt ALUM. SLIDING DOORS ALUM. CURTAIN WALL CONC. CAR -ALUM. CURTAINWALL At_UM. `;CLUING DOORS W/ EMERGENCY BREAKAWAY. ALUM. A FINISH: CONN SCREEN WALL OMNI Muni ARCH. W PANEL SY51Elr1 FlrN$H: C-1��(BLUE)-------_ SYSTEM rINISH; WJ EM►:kCFNCY BREAKAWAY. FINISH CLEAR ANOD. wJ FINISH- EXT. C-3 (YELLOW), : EXT. C-2 (RED). CLEAR ANOD. w/ RED YELLOW EXTERIOR CAPS INT. C-4 (SILVER). GLASS GL-4 -- INT. C-4 (SILVER), GLASS GL-3 EXTERIOR CAPS ('MTHIN 7 FINISH: C-1 (BLUE) (TYPICAL) DASHED BOX ONLY.) BID DAIS: , CADD NAME: 60P PROJECT NO.: 6609 STOREFRONT ELEVATION DRAWN BY: _- CHECKED BY: PROTOTYPE DESIGNATION: 7w" 1997461CCPI1 REv, 2.na SCALE: 1/40 • 1'-0' TERIOR F[NlS � 10877 WATSON ROAD Q"NG TYP,.„E ST. LOUIS, MO 63127 GL-1 1/40 CLF11fi TEMPERr*') 1 PROJECT MANAGERS GL-Z 1/40 CLEAR 1 � GL-3 1• INSUL.. OWE. LOW E. TEMPERED PR / GL-4 1/4- BLUE TEMPERED GLASS --PROVIDE CONT. CLEAR ANODIZED - F�OURESCENT LIGHT FIXTURES _ QED O r GL-S 1- INSUL., BLUE, LOW E. FLOAT �_ �- _' — METAL SPIRAL DUCT PAINTED '-- ---_ ___ �� ALUMINUM CLOSURE AT TOP OF WALL SEE SHEET AIA FOR MOUNTING GI NZ SE TO MATCH ROOF STRUCTURE DETAIL 1-2.1-6.0 HEIGHTS k COLORS SEE MECH. OWGS. V b � / o: 0 X05 � CMEMO - _ _ __ -_ -_-- - _ _ C-1 VALSPAR 98A8d3 -TOY BLUE- Q Lw�, w.c i a..i•. a� . y a n� �,r;y.�- - - rte:: _ - - _ 1711 PROFESSION 1 '�,-.... __—..,. .. _..-.. _. _ _ � -• :iii.—_- --R ._.__..—... _� ...-_•- - ......._ .. - - OF RECORD: � LIP C-2 VALSPAR �3a4089 'READ COAT' r, JAMES C. � C-3 VALSPAR /393F128 "SWEETCORN• 314-821 1S C. C-4 V&SFjAR f789GOO6 -ACRODIZE HARDCOAT BRIGHT SILVER' `�•a,,,, GENERAL NOTE - T'-2,/ 6• --- ---- --- -- — __- - 29' 7- �S EQUAL SPACES -_ 12'-0 1 2' 2 QU SPACES 15 U t 2' 3 EQUAL SI'At 13'-0- 2 AL SPACES + National Office 461 From Road CURTAlNWALL TO HAVE. CLEAR ANODIZED FINISH ---__ ------- W1 -__-- W/ CAPS TO BE YELLOW (C-3) -- -- - -- - --- - - -- - - _ Paramus, NJ 07652 INTERIOR STOREFRONT TO HAVE CLEAR ANODIZED � FINISH -1 -- (201) 599--7800 � _.� =-- -_ --- - GE EY n9 party of � Thi drawl ( the Exclusive Pro --- --__-__-,___ -=___-- -- - - �_. / \ TOYS "fi' US. The Information shown may \ - -- - -- ---� ;__ w tt be used nor the Drawings"Reproduced hout permisslin of TOYS FIUS. 8 - _. -- - - - 1- !UW�4�_�:_ __ _ Location 8 - 41 EXISTING CLT 4 -WHITE PUS-LIC LAMINATE CLEAR ANODIZED CLEAR ANOOIZED ------- -�- -EXISTING TIGARD,BLOCK WALL '.0 BE CLEAR ANODIZED EXISTING CONC. OREGON _I ON METAL STUDS 6 ALUM. AND GLASS ALUM. SLIDING DOORS BLOCK WALL TO BE PAINTED - (PF1T1) 21 1.1 cJ ALUM. SLIDING ODORS 2,1 1.1 W/ EMERGENCY BREAKAWAY 1 1• CURTAIN WALL SYSTEM W/ EMERGENCY BREAKAWAY PAINTED - (PNT1) GLASS M-1 Drawing Title I GLASS CL-1 STOREFRONT EL VATION. STOREFRONT SCALE: 1/4» .� 1'-0' ELEVATIONS Scale Date AS NOTED Sheet No. A 2 z! 10065 SW Cascade • O 811 96-0613 10 of 35 IF THIS NOTICE APPEARS CL.EAF.,R THAN THE OCT 51898 DOCUMENT,THE DOCUMENT IS OF MANGINAI.QUALITY. MICROFILMED INN ILII1�1►11111 IIIII�I{1{111 Iilllll�lllll I IIIIIIIIIIIIII IIIIIII�IIIII I IIr1�1(1�111 I IIIIIII�IIIji 1 IIIIIII,IIIII i IIIIIIlIl,ljl i illllli lull{ ILII) VIII) III]I)I 1)1)1 1Np1 MAO[01 CH ft I�IIlIIlIlIIIIIlI! IIIIIIIlllnlllul!llnllutlllnlllnl IlIIlI!!! II!!!RIlI II!!!NI! N(lIII11 N!illllllrlltlt tt t tutlttu !(IIIliiiliinlittt n!lllrn urrht�l ulrliir!ittikm nrtbrtr mtiirtr ttrthu� uttls'tt. �utla:� nthn� nthtn mthut unbn►� nnfrur nrilir i1 � u x BiLCO TYPEOR - Revl3ions EDU i►L ROOF -_ - -VENT W/ LEAD FLASHING 1 SCUTTLE. GALV. � _ " a T_ _ ;•� � 8 S � 1 OFACTORY FINISH. i . �:: -�" � Dat• t{011(2 1/2 LB. MIN.)TREATED 2x8 �-INSULATED CURB NERMI F APPUCAIlpi K• ' -EXTEND FLASHING _-CANT kr'LASHING DY UNDER STRIPPING 1 ._424-1n' 23' S" ' ' -ROOFLNG CONTRACTOR. � _ . . .--- - --*-- - - ---- _ 23' S" 23'-5' PLYS At OVER ROOFING I ---_--------- -- -__-_-- 244 __- __ ___._- • --- - - . BUILT-UP ROOF --- �------------------ 24'-t0' 1'--4' i i I i I 'EE STRUCT. FOR FRAME ALL YW i 5'x3/8' STL CAGE WAY AROUND. CONNECT TO HOOP • TOP k BOT. STRUCT. MEMBERS OF CAGE Ir -PROVIDE SLOT IN LADDER BRACKET _ - -- - O ROOF FRAMING FOR SLiP A A CONNECTION. 2 OOPS' STI. w D.C. RIGID INSULATION -� -EXIST. CONT. GUTTER HOOPS �Y 4-U` O. IN, =-THRU - ` W/ 8' SQ. LEADERS METAL DECK �_ -!� ___- - -- ._ -- ---_ 4 DETAIL ROOF VENT I - — - - CONTR. ( PROVIDE I (LOW POINT OF OOF� - - - -- -- - --- PADLOC( (REFER I I RECEIVING 2'x TIC STI. p.) ( TO SCHED.) I AREA VERTICALS (EYP.) .0 3. SCALE: 1/2" 1'-0" (BELOW) ' W 1 ANCHOR LADDER � EXLST. CONT, GUTTER 70 0 � BRACKETS THRU J A W/ 6` SQ. LEADERS EXIST. - GYP. BD. TO I 3 I TO REMAIN. REFER T I COPING NESTED STUDS Q► GENERAL NOTE /A T . ROOF SCUTTLE w/12-24 HM1H • - PARAPET WATERPROOFING ------ .n Tlxs/:1 scRFM1s. I P�of (2) �' t6 cA '+ (SEE SPEC.) -- ----- - - - - -- - - I , - _ ______ STUDS (NESTED) / � � -- -----... - ------ -- -- - -- _-- --- -- --- -- - - - _-_ G Ob BEHIND LADDER NEW 4' SMOOTH FACE Ii4� BRACKETS (TYP.) CONC. BLOCK VENEER pwe• A.F.F. A.F.F. _ NOTE: ALL ROOF PENETRATIONS HORIZ. J71NT REINF • � te' O.C. - CONT. BEAD OF SEALANT REQUIRE PRESSURE TREATED C4 LADDER RAILS PAINT RAILS. RUNGS AND 8' SMOOTH FACE C`ONC. NEW CONT. `FRY' MASONRY TYPE METAL ( I 2x8 WI)OO BLOCKING AT INSULATION AROUND ENTIRE (2'-0' WIDE) w/ CAGE PSL Yi:IlOW. BLOCK W/HORIZ. REINF. ' REGI.ET INSTALLED PER MFR'S. ,� PERIMETER OF OPENING FOR 12, RUNGS e • 18`0.C. AND&.*• RECOMENDATiONS I FLASHING ATTACHMENT 12' INTO EXIST.12' O.C. ---- _ _- 48' O.C. VERTICAL, DRILL CONT. S'PPINGLOK FLASHING Y SECURE RAILS TO i 4 GROUT SOUD MASONRY (SEE. SPEC.) 6�8' 13'-3 5 CONK. FLOOR SLAB T. � ._ --_ W/ CUP ANGLE MELDED 3/4' E.I.F S, (WHITE) I 1 - A.F.F. I i :► EW TO RAIL 1/2 EXP. ► _ _ __ __..___ Drawing References Bar ro CONC. SLAB - - DO NOT ATTACH 4x4 SLEEPERS TO DECK - - -- 1/2' PLYWOOD SHEATHING FOR SUPPORT OF GAS LINES, PROVIDE NEW NO fNQWh FlMiSH FLOOR -- ON 7l8' MTL FURRING - PADS BELOW SLEEPER - ------- ------ --- '-------- NOTE: PROVIDE BURGLAR g �-•�- O 16 O.C. (VERTICAL) •045 EPDM FLASHING, FLASH INTO (SEE DETAIL ON MEC" DNGS) PROTECTION BARS AT ALL EXIST. ROOF AS REQ'D. AS NOT TO VOID ANY EXIST. ROOF WARRENTTES OPENINGS EXCEPT AS NOTED. (SEE ADJACENT DTL) CAGE VERTICALS --- � � — EXIST. ROOF CONSTRUCTION •� I I (1''YR•) EXIST. 4' SPUT FACE ?, i BLOCK k 8` SM00Tii PROVIDE (2) 9' 18 GA. FACE BLOC)(--- EXIST. COPING-- CAGE HOOPS � MiL. STUDS (NESTED) � 1 BEHIND LADDER NOTE: REFER TO GETAILS I BRACKETS TYP, ( ) ON THIS SKEET FOR ROOF i ►� PENETRATIONS ry _ - --_ - ---- - - I EXISTING JI nN SAFETYCAGE I • *"�NWALL SECTION j - ExlsnNc SCALE: 1/20 = V-0' I I I SEC11 - } ON A A 1 --EXIST. COPING 9 1 4' REFER TO GENERAL + ,� --.�-- NOTE PI TYP. I I LADDER PARAPET WATERPROOFING/0'1�DETAIL a' S-L$ (SEE SPEC.)"`I�y SCALE- 1/20 I-oa i _ I � NEW T.O.M. 20 -d' A.F.F. -- -- - ------- TO ---- -- TOURAf,�F SEALANT B' SMOOTH FACE CONC. , (� CONT. BEAU OF SEA ANT I - -- __- - D F i ITC BELOW TOP BLOCK W/HORIZ. REINF. � �( EW CONT. 'FRY` MASONRY TYPE METAL o I I I OF PITCHpAN. O 18'O.C. AND �t5 • / REGLET INSTALLED PER MFR'S. BID DATE: CONDUIT WEATHERHEAO REGOMENDATiONS CADp NAME: . A PROJECT NO.: 6609 BY ELK. 12 O.C. VERTICAL, DRILL I �- 20 GA. GALV. MTL 12' INTO EXIST. _ ON T. SPRINGLOK FLASHING ►- '' DRAWN BY: CHECKED BY: LFD�JCA DOUBLE AN WALLS. 1' • MIN. CONDUIT MASONRY O GROUT SOLID (SEE SPEC.) g PR DOUBIE WA"L•S• � ,----'-BY ELK. T.C.M. EXIST � � I � g PROTOTYPE DESIGNATION: 19s)7��U RSV_ 296 _ 1 -4 A.F.F. � � � � i i � CONT. SEALINi• �� - - COMMUNICATIONS 3/4• E.I.F.S. (WHITE) a CABLING. (BY OTHERS) 045 EPDM FLASHING, FLASH INTO I r MEMBRANE FLASHING '�Ex;ST. ROOF AS REQ`D. AS NOT TO TO LAP OVER FLANGES 1/2' PLYWOOD SHEATHING VOID ANY EXIST. ROOF WARRIENTiES Cc • r. BUILT-UP ROOFING ON 7!8' MTL FURRING Mc EXTEND 4 ONTO -- - 3i OVER RIGID INSULATION O 16 O.C. (VERTICAL.) EXIST, ROOF CONSTRUCTION 0 Roof (TYP.) „ � 10877 WA'I'SON ROAD 3 ST. - -- __ - _ - -----l•-- -- ----- — --- M G 6 312 7 EXIST. 4 ~ - C PROJFCT MANAGERS =- - SPLIT FACE a., •, BLOCK k 8 SMOOTH .� I I FACE BLOCK � ( / � IN / (Trf✓.) '__,� I T j ,i EXISTING ROOF � 4' I f. SCUTTLE TO BE I ` d . " REMOVED. SEAL I I I / ,IO PI TCHPAN OPENING WEATHER I (�� 2DETAIL DETAIL TIGHT I EXISTING ( I EXISTING ETON --- Rtu 1 ' RTU PROFESSI �- �! • .0 3. SCALE: 1/2" 1'-0" � Z OF REF �'� 7'1" � `, WALL SECTION -__ _ _ I $ I� 6 - -- - / I I I JAMES C. i BERTS10 .0 3. SCALE: 1/2 � 1'-09 _ - -- _- -- -. -- 1•-11 � ~ Q PATCH EXIST. ROOFING AND FLASHING IN —PROVIDE NEW ROOF MFMBRANE OVER -� 2 x 2 x i/8 ANGLE-- ?i' % AREAS WHERE THE MANSARD HAS BEEN NEW VESTIBULE THAT MATCHES CXIST. ---- FRAME ALL 4 SIDES 1/2'DIA. BARS • 8'O.C. I Q / / REMOVED AND PARAPET HAS BEEN REBUILT. ' 11E NEW ROOFING SYSTEM INTO EXIST. I• MAKE REPAIRS IN SUCH A MANNER AS TO IN SUCH A MANNER AS TO PROVIDE A ys PAINT GRIP GALV. - - DUCT SEE MEC. o PROVIDE A WATER TIGHT SEAL AND NOT TO WA MIL CAP FLASHING I I TER TiGHT SEAL AND NOT V010 ANY } EXISTING VOID ANY EXIST. WARRANTIES WHICH MAY STEEL FRAMING ANCHORED w/'HIL11' DWCS' z / EXIST. WARRANTIES t I __, �� N ES WFIICH MAY .h RTU BE IN EFFECT. i EFFECT RTU -- - 14x7/8 HWN KNAK SEAL 2' WIDE 20 GA. - " NEW r i 1 - PITCH POCKET FOR SCREWS O 12' O.C. �81' B r a COMMUNICA110NS 1 1 Nntionol Office _ �z-PAINT GRIP GALV. ' -- - - - F19ER CANT / MTL STRAP ANCHORED `� RTU I NEW CABLING. RATION 1D " 461 From Road w/(?) 'HILTi' 14x3 HWM T DIAGONAL -1 KTAL. 2_&0_&% Paramus, NJ 07657_ MEMBRANE --�� KftCOAT SCREWS PER SIDE. j I 1 I PARAPET _- --__--_- _ -� (201) 599-7800 FLASHING \ 8, CT i BRACING // i� MAO• \ PRF_BL TREAT. 2x_ CONT. k BUILT-UP ROOF- \ ��-' w I P TfiA'FiON (TYP. 0 6 � G OFTREY ^� WD BLOCKING ANCHORED ,� J / O \ TO CURB w HILA' 14x2 �� t/2'DiA. BARS O 8'O.C. k RIGID INSUL. ` T.O.S. ELEV. Ir-7" L _ R HMM SCREWS • 12 O.C. WELD to BARS BELOW -- - - T.O.S. ELEV. 19'-9' HI --_ - A This drawing is the Exclusive Property of PRESS. TREAT.-- PREFAB. MTL CURB TOYS drawing US. The fnlolusive n CONT. WD. BLOCKING ---- -- Shawn may NQTt INSTALL BELOW ALL OPENINGS LHICKNESS 1T) MATCH not be used nor the Drawings Reproduced (EXCEPT • ROOF SCUTTLE) INSULABON. ATTACHED - - -- ' i I I without per-mission or of TOYS gSl` epr T.O.S. ELEV. 11)'-9' � I TO DECK w/'HILTt' - __ - ----- -- -- ._ - 8113x3 15/18 PWH SCREWS X THRU BURGLAR a 24' D.C. ""4\DETAIL � - - - -- - -- -- -74'\DETAIL PROTECTION BARS O DUCT T� R 5 No 2 C NG - Location ROM is 4 t „ � � SUPPORT �1 ABOVE T I 0 3. SCALE. f 2 = 1 —0TOP of STEEL o �. M3)rSCALE: 1/2" = 1'-0• (T.o.S.) I I I I 2 5 1 0a I �, o � I TIGARD, OREGON c�'NFIES:. � I D. INSPECT ALL EXISTING PIPE PENETRATIONS (FLUES, VENT G. INSTALL BURGLAR PROTECTION BARS AT ALL ROOF OPENINGS, --- ` - - 3'3 �- 4.1 z 5.1 6.8 7.2 7.9 8.5 8.9 Drawing Title STACY,S, ETC.) MAKE ALL NECESSARY REPAIRS IN SUCH A EXCEPT ROOF SCUTTLE NEW AND EXISTING. REFER TO DETAIL 3-3.0-3.0. 1 -,.� -----24=10.- 17�-3" tq -0� '' ' 5 23 13'-5' lq'-t0" C-4' 9 A. EXISTING CUTTERS AND DOWNSPOUTS TO REMAIN. CLEAN MANNER AS NOT TO VOID EXISTING WARRANTIES WHiCH - x_3__5_-_. 1 OUT _ _ _ __ ROOF A INSURE PROPER DRAINAGE:. RCPAIR ALL DAMAGED MAY BE IN EFFECT. N. INSPECT ALL EXISTING COPINGS WHICH ARE TO REMAIN. CLEAN �` _ ____� 19 '-1OVERALL GUTTERS AND DOWNSFMITS. COORDINATE ALL REr AIRS UP ALL LOOSE COPINGS AND APPLY NEW SEALANT AT ALL -� Y - FLAN WITH TRU FIELD REPRESEN'7A?1VE. E. w:RiF1' ALL EXISTING ROOF TOP CONDUIT AND PIPING, IF JOINTS. 1 2 3 4 6 7 ABANDONED, REMOVE CONDUIT OR PIPING AND PATO. iF 9 1 �e DETAILS B. INSPECT ALL EXISTING PITCH POCKETS. ALL LOW, EMPTY CONDUIT OR PIPING IS TO REMAIN, INSPECT ALL JOINTS I. ALL E:XISi1NG ROOF TOP UNITS ARE TO REMAIN UNLESS OR CRACkEU SEALANT OCCURS. REMOVE ALL EXISTING AI4D ROOF PENETRATIONS AND MAKE ALL NECESSARY NOTED OTHERWISE, EXISTING OPENINGS Scale SEALANT, IF ANY, AND REPLENISH WITH A POURABLE REPAIRS. ALL ROOF PATCH AND REPAIRS SHALL BE DONE FOR NEW ROOF TOP UNITS SHALL BE ''SEALED WEATHER TIGHT. REUSED Cate SEALANT COMPARABLE TO EXISTING. ROOF AS, N07M IN SUCH A MANNER AS NOT TO VOID EXISLiNG WARRANTIES INSULATE R CAP. , _ C. INSPECT ALL EXISTING ROOF CURBS AND FLASHINGS. MAKE W-11CH MAY BE IN EFFECT, Sheet No. I ALL NECESSARY REPAIRS IN SUCH A MANNER AS NOT TO F, INSPECT ALL "SHINGS AND COUNTERF'LASHiNGS, MAKE ALL -ROOF PLAN FLAN NORTH VOID EXISTING WARRANTIES WHICH MAY BE IN EFFECT. NECESSARY REPAIRS IN SUCH A MANNER AS NOT TO VOID SCALE: 1/16"=1•--O" _ EXISTING WARRANTIES WHiCH MAY BE IN EFFECT, O 10065 SW Cascade UP 96-0613 • 11 of 35 iF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT iS OF MARGINAL QUALITY. MICROFILMED �1+Ill III IIII IIIII1I1I1iII � Iit{t{I�I{I{� I rlti�l��ll+ILII Ili{+I+�lilit t rpt{�{��it t tit11{t�i;lil � �il{I{i�t{Iii I tilitit�lit�I I{t{tit�t�1{t{ � Iili��+i��lil �iI)I�I IIIi I INC" MMft 1[I faIMIA IIIinIIIulllutl IIIIII�llllll�lu�°I!IIIIIN� ��I11nll Iluluulnnl�lll IIIIIiuI IIIiIIi►I ull�lllllnlllml Ilulnll IUiIIIullrlllrtn (Lllhrll mlblll tlldllntlm�rm rrnbur rtllllrl�Ilrlllul rrtllllt r�ultiui iltlllnll Ilu�rlll inlllul uldnn lullnlr rnllll Int u r HOLLOW METAL DOOR FRAME GYPSUM BOARD (YYP.) (REFER TO DOOR SCHEDULE FOR 000R TYPE; k!ETAL STUDS Revisions • 11'-13 e" To CORNER OF Prig TI npd -1/2 GYP. BOARD ON EACH SIDE CAULK FR/WE • �- -- -.- - --__ -�-_- • T• INT. MASONR�� TO_P_OF WALL BUMPER -- `�� ,�- HARD VINYL CORNER NO Dot* tlOf1 TO U B?'GX'G OF 6 XT GA.FROM STUDS • 18 PERIMETER ON EAWALL GUARD, SUPPLED BY TO STRUC. O.C. (EXTEND FROIA FLOOR TO SIDE (TYP) WAINSCOT SUPPLIED BY TRU, INSTALL AS PER �- PERMIT APPLICATION UNDERSIDE OF ROOF' JOISTS) INSTALLED SI CONTRACTOR MFR'F SPEC. ----- 1' - \ TRU, INSTALLED BY " (TYP. CPU SIDE ONLY)-- �~ *ALL E1U6APER - CONTRACTOR. \ VINYL WALL BUMPERS . I ALL v,Nn BUMPERS 6 _ -- T- -- - SUPPLIED BY TRU, - 22 - , ANGLES To) BE BLUE. INSTALLED BY CONTR. ALL BUMPERS SUPPLIED BY -- 1/2' GYP. BOARD BOTH SIDES � (TYPICAL) 7w- TRu-INSTALLED BY CONTRACTOR OF 6' METAL. STUDS48' lilGlfl MARO VINYL I I -. ---._._ `" � __ � - -- -- - � BUMPERS '. 'IALL BE CUT • 18' O.C. (EXTEND TG CORNER GBY TR NSCOT SUPPLIED JAMB ANCHORS + 1Z TO FIT. Dq NOT81RnM UNDERSIDE OF ROOF DECK) SUPPLIED 8Y IRU, I ' ' IRU, INSTALL D SUPPLED BY TRUES JAMB ANCHORS 'WSTAILED BY CON'IR. �3 PER JAMS) (J PEA . v1 . +t--PAINTED HOLLOW META VEKIFY BCONTRACTOR INSTALLED BY CON FIXTURE TV. CPU SII ( ') - - PAINTED HOLLOW METAL DOOR ' `" L WL'TH �'-Y) • FRAME (CAULK • FRAME ., PLIED _ - - - JAMBS, FRAME • HEAD Ic � \ 4` VINYL BASE 5• S-f) 3 8TRU, NSTALLELO BY C()lITR Y 4�-?• PERIMETER ON EACH SIDE --- _ B -- �„ -- R.O. �- w/COUNTER!WNK ANCHORS TOP. -VERT SLIDING SERVICE (TYPICAL) 23 " 1 BOTTOM a MID-HEIGHT • ,e" O.C. - WINDOW W/ 1,/8' PLEXI- PLAN DETAIL "' 0. INTO STUDS. ANCHORS S AND 1 3/8' GLASS FLIRNISHEC BYto"5"NDETAIL CORNER GUARD 1 CO GeB SE Bl BUMPERS AND 7--- 04M1ER k INSTALLED BY O WALL CONTRACTOR 1,2 .O 4. SCALE: NONE ' 'V I' FAINTED HOLLOW MTL _ - � I1 ,0" PL.AS f1C LIMINA fE SILL TO ,O �. PICK-UP PARTITION CASING FRAME ----- L" MATCH WAINSCOT ON 3/4' SCALE: 1/2" 1'-0` VERT BODING SERVICE WINDOW ~ 4 � � � PLYWOOD k 1x2 NOSING ON CORNER OF COLUMN blaTE, FURNISHED BY OWNER, - EACH SIDE PROVIDE 45' ANGLED INSTALLED BY CONTR._______-_ h ,� T/4 WAINSCOT SUPPLED Y ' i TOP (BOTH SIDEs) 1T7 �, C _ 4 / , BY TRU, INSTALLED CAP OFF CCA LIMN _ _ GUAR HIGH CORNER 0 4. BY CONTRACTOR HARD VINYL ;]RHE R ENCLOSURE. COVER GUARD (CG?) SUPPLED __ - - PLYW000 w/(CCI) ;,�____. BY TRU, INSTALLED - -� - t GUARD, SUPPLIED BY 1 (T CONTRACTOR, I TRU, INSTALLED BY MATERIAL y X111 (TYPICAL 4 CORNERS) ROOF DELI( Tk JOIST / � 1/2" GYP. BOARD ,r ---✓ CONTRACTOR. SEE DET. 6-4.0-4.0 (SEE STRUCT. OWGS.) rill, NN YL WALL BUMPERSUDS 13 GA. ATL. ---d'_0' HIGH WALL TOP RUNNER DFYLECTIOW ) COVti BASE SUPPUFDS 11D5 (4 CORNERSBY TRU-INSTALLED SUPPLIED BY TRU, PROTECT101V (CCI) CHANNEL SIZED TO rlT OVI�tI I BY CONTRACTOR ------_--__-_. INSTALLED BY CONTR, 3,/4' PLYWOOD � i SUPPLIED BY TRU, GYP BOARD (DO NOT ATTR � Tr- INSTALLED BY TO ROOF DECK i I 1 - --- VINYL COVE BASE BY TRU, (4 sloEs)- IIFCONTRACTOR ) \' - INSTAL►_.ED BY CONTR. 3xsx1/4 STD. ANGLE BETNNEEN I` FINISH RO(Xi KEf'�R TO MATERIAL - - -- (TYPICAL 4 SIDES) JOISTS • 48" O.C. (FIELD I� - ---- - \ LIST ON SHEET AT.O WELD IN PLACE) ---- .-_ ... � -' FOR INFORMATION STD. GVERIFY I 2 PLAN DETAIL w SECURITY oN I�UIVIPER TCORNER GUARD REGARDING (CG2) FIELD VERIFY SIZE 3 1 $RVUICE (G�,> 3/6- DIA. STEEL HANGER 4 DETAIL 4 SEC : !ON /006VDETAILO COLUMN DrawingRefo� ences RODS o 4Ei O.C. MAX. � <- .0 4. SCALE: NONE M:i�� AI.,E: NONE 1.2 .0 4. SCALE: NONE .0 4. SCALE: 1/2" 1'-0` THREAD ENDS 8' TO No Dra>Afh RECEIVE NUT 5 WASHER � � �' S.LMnDE ELA_NGL CO�uNs o EACH END -1/2' GYP. BD. At �-g: - ON 6' M n. PROVIDE 45' � i � STUDS • 18`OC ::, BLAS. LAM. TOP. SUPPLED EXISTING ROOF DECK PYRAMID TOP TO 6'-0' HIGH CORNER \ EXTEND FROM BY TRU, INSTALLED BY __ �. , OT OF BULK- CONTRACTOR. HOLD TOP OF WALLS CAP OFF COLUMN _ GUARD (CG2) SUPPLED i INf_AD TO 3 S/8 ATL. STUD BRAGS BELOW ROOF DECK ENCLYWOOD LOSURE. COVER jr - ==j i BY TRU, INSTALLED � UNDERSIDE OF `� 1" � � • 48' O.0 SECURED TO � \� � i � /(CCI) l BY CONTRACTOR. ROOF STRUCTURE (DO NOT DECK CONTR. TO INSTALL-TRU - FILL VOIDS */FIRE MATERIAL. I I (TYPICAL 4 CORNERS) ATTACH TO ROOF DECK)- ) - - - ' / SUPPLIED WALL BUMPER, r SEE DET. 8-4.0-4.0 � , �AFINC INSULATION- 1 5/8' 25 GA. ATL. ` i ' r• SEF DET. 5-4-4 (M.) ' , --- 1/2' TYPE 'X' GYP. 3 x3 x 1/4' CONT. STL. STUDS (4 CORNERS) � SECURITY ROOM SIDE _ _ __..__-- 3 5/6 20 GA. MIL STUDS LEAD TYPE ANGLE WELDED TO BOTTOM �� • 16' O.C. UNISTRUT CRIMP FASTENER BOARD EACH SIDE _ _ CHORD E JOIST'S. - I 1x6 HARDWOOD SUPPORT OF ,TUGS. -- PROVIDE 1 1 JOISTS. LANG (4 SI PLYWIOOO ' 6'-0' HIGH WALL i i ----�-- WAINSCOT SUPPLED -- GRID AIRCRAFT CABLE (4 SLOES) TIRIM, INSTALL PROTECTION (CCI) CONT. CASING BEAD- � I SLOTS • 16 O.0 TO NOTIL1� SUPPLED BY TRU, i AFTER FIXTURE BY TRU, INSTALLED LEAD TYPE 6' 20 GA. ATL. SLOTS TO STUDS w/ • ' INSTAL.LA71ON BY CONTRACTOR CRIMP ALLOW 1/2 I _ -11 INSTALLED BY (2)-2x4 WOOD BLOCKING r FASTENER STUDS O 16' O.C. ------r- - /14 SHT. MTL SCREWS. !-._: :_: _- CON TRACTOit PAINT TAOS •i CLEARANCE - TURQUOISE �., LIGHT FIXTURE • AIRCRAFT CABLE HOUSING (2) 11 1/2' 16 GA. MIL 8 20 GA. MIL. STUD/JOISTS BETVAUN (TYPICAL 4 SIDES) VINYL COVE BASE BY TRU 4 6 16 O.C. w, CGNT. RUNNER COLUMN 4 INSTALLED BY CONTRATOR STUD HEADERS LINTEL � � rYASHER TO TRACKS o EACH END ATTACHED STUDS. --CONC. SLAB SEE -` LEAP TIME THRU GYP. BOARD TO STUDS CONSTRUCT A STD. PIPE COLUMN PAIN i EXPOSED M't. STUD - - STRUCT. DWG S.) BE LARGER -_ WASHER TO 20 MIN. RATED ROLLING • • w/(2) SMT. MIL SCREWS SQUARE ENCLOSURE FIELD VERIFY SIZE RUNNER t 1 1/2' BLK'G - '' THAN HOLE AE l-ARGER CRIMP FASTENER FIRE SHUTTER, TT,ACK, PER STUD. TO 6'-0' A.F.F. 1/z• �� - ANCHOR 6' 20 CA. MIL IN LIGHT THAN HOLE HOOD STEE! PIPE COLUMNS RUNNER TRACK w/,/2" HOUSING IN LIGHT / 8 1 HILTT MSL M-12/25 HOUSING , DETAILOANCHORS w/3 EMBED. i 1/2' TYPE "X' GYP. BOARD 7 SALES AREA COLUMNS • 48' 0•C --L�� d TYPE ON EACH s1oE of JOISTS. LI GH T • 1.0 4. SCALE: 1 1/2" � 1'-0` HOUSING CRIMP FASTENER 2 1/2. 20 . MTL STUD S E��DI�M BULKHEAD O DIAGONAL BRACING o 4e" 6 5/6 20 GA. MTL. g O CPU O VESTIBULE O.C. ATTACH TO STUDS w/ FIT OVER GYP.DEFLECTION TRACK TO SECURITY ROOM 9 ECTION L2 W W 10 DETAIL LIGHTS SLEEVE SUPPLIED BYTCH�HOUSING (3) /14 91T. MIL 5CREW5 ATTACH TO 2 182*RD 1.Z 4.0 SCALE: NONE 1.2 4. SCALE: 1` • • INSTALLED BY CONTRACTOR I BID DATE: _ _ 7 1 -0 1.1 4,0 SCALE. SCALE: NONE CADD NAME: 09A PROJECT NO.: 6 STUDS w/ (2) X14 SMT. FINISH FLOOR _ � MTL. SCREWS PER STUD, DRAWN BY: _".41 M A DECKCHECKED BY: _i..FD/Jr �� SEE STRUCT. DWGS ii I I II _ ^ _ __._ 0 PIP wTL. STUDS PROTOTYPE DESIGNATION: 129746KCPU HFV_ 2-26 , II STL ROOF JOIST 3' O.D. STL. PIPE 12-14x1 HWM /3 SEC THRU EXIT SEE STRUCT. DWGS. Y-6' HIGH, WELDED SCREWS O 8' O.C. 11 TION CORRIDOR 6A TO 3 1/2'w x IO"l 5/8" 20 GA. MTL ANCHOR TO SLAB M:j-0SC ALE: 1/40 s 1'-00 SIL ROOF JOIST i DEFLECTION TRACK TO w/(2) 'MILLI" HSL C�aQc�® J�. JL FIT OVER GYP. BOARD. SWINGING GATE k 10877 WATSON ROAD SEE SIRUCT. DW+GS. �- i ATTACH TO 2 1/2' M-12-25 EXPANSION $ ^ ANCHORS. HARDWARE. SUPPLIED $T. LOUIS, MO 63127 STUDS w/ (2) X14 SMT. �---METAL. ROOF DECK I BY TRU, INSTALLED MIL SCREWS PER STUD. I BY CONTRACTOR. PROJECT MANAGERS PROVIDE 1) 3 5/8" � CON11N. � � SEE STRUCT. OWLS. 2 1/2` 20 GA. � " PIAS. LAM. I PR ATL. STUD BRIDGING 6 20 GA. MTI_ RUNNER SECURELY ANCHOR WAINSCOT. CASING : 1/2' 20 GA. I 0 48' O.C. ATTACH TRACK ATTACH TO 6' PARTITION TO SUPPLIED BY = 16 GA. M STUD `�V OFES BEAD GONDOLA CHANNEL BEHIND GATE ATL. STUD BRIDGING 2 1/2' 20 GA. MTL STUDS w/(2) /14 SMT. TRU, INSTALLED I ATTACHEMENT. \c,,t�C, �N£tR /�� ----- -• • 4d' O.C. ATTACH RUNNER TRACKS TO MTL SCREWS, DO NOT BEHIND BY CON TRACTOR. I ,n 1 2 1/2" 20 GA. MTL I TOP CHORD OF ATTACH TO DEFLECTION (TYPICAL ALL, SIDES) i F I RUNNER TRACKS TO JOISTS w/1Z-24 TRACK VERIFY DIMENSION 1 5 tl TOP CHORD OF HW TEKS/:I 3 5/8' 20 GA. MTL w/LOCATION of P b JOISTS w/12-24 SCREWS C 24. O.C. STUDS • 160 O.C. / GATE ATTACHED G jHWH 4 STD. PLATE • 11 -6 A.F.F (DOUBLE STUDS TO CPU COUNTER / S SCR lS 0 2 I I (SEE DETAIL 3-4.0-1.0) O EACH END.)-- '' SCREWS • 24' O.C- _ ' � '--CORNER GUARDS OFRECORD: � J R ORD: /( 21, �'� W 6" C GA. ATL. RUNNER 2 1/2' 20 GA, ATL. STUD ;�. SUSPENDED A.C.T. CEILING GONDOLA CHANNEL 011'-6' A.F.F. SUPPLIED BY TRU JAMES C. A FS • TRACK ATTACH TO 8' + DIAGONAL BRACING • 48' REFER TO DETAIL 2-4.0-1.0 SIM. INSTALLED BY CONTR. 4 j STUDS w/(2) /14 SHT. O.C. ATTACH TO STUDS w/ I I DO NOT INSTALL STL. FRAMING ON THIS CHANNEL 314-821-' MTL. SCREWS. DO NOT (3) /14 SHT ATL. SCREWS. PROVIDE BLOCKING ' -1" 2%2'x1/4' STL. ANGLE ATTACH TO DEFLECTION ! I AS REQUIRED FOR BRAGS, SEF NOTE. ~ i TRACK I I � � ANGLE TEL CONT. OT SIGN ATTACHMENT DEETAILO LOW WALL GATE SEE -PROVIDE ATL. STUD BLKC jANGLE WCI_DED TO BOTTOM NOTE': 16 -STEEL JOIST, . BETMIEEN EACH STUD -PROVIDE 2 8 20 GA, 7 CONTRACTOR 10 ( ) , STRUCTURAL DWGS a HOBO OF JOISTS. TL. STUD HEADERS O 1.� 4.O SCALE: 1" 1'-0` L` 4' STL PLATE. PROVIDE 1 1/2' LONG I 1 PROVIDE WATERRESIST. � CASED OPENING EIEYOND. ' ---1/Z'8 ;325 STD. BOLT W O 11'-8' AFF SLOTS • 16 O.0 In � GYP. BOARD IN BREAK � � SIL. NUT JL WASHERS T.T{I�. ' National Office (.SEE DETAIL ATTACH TO STUDS w/ ROOM, RESTROOMS • 3-4.0-1.0) /14 SHT. MTL SCRLWS. I I JANITOR'S CLOSET. f ' -3/8"x3'x3" STL. PLATE, COLD 461 From Road � � DRILLED • CENTER TO REG. NJ 07652 --1/2' GYP. BOARD ON 1/2'1 BOLT Paramua, EA. SIDE OF 6' 20 GA ' 17 13/4", CLE/AR' ALUM. /2 (201 j 599-7800 _ -6` 20 GA. MTL STUDS 1 , c. MTL. STUDS O 16' O.C. PROVIDE (,2) 8" 20 GA. O 16" O.C. 0 4• BOTTOM CORD OF JOIST. �� ANDD. FINISH W/ 1/'4' ' 7 3/8" 18 GA M11. RUNNER OFFRE � - I (REFER TO OWLS. MIL. S1UI) HEADERS • , s AND ROOM SCHEDULE FOR I CASED OPENING BEYOND. TEMPERED GLASS " TRACK w/2 1/2 LEGS. �( CITY FINISH REQUIREMENTS) ROOM I 4x4 x3/8 STL ANGLE, SUPPLIED ATTACH TO STRUCTURE AE30 This drawin 1/2" GYP. E30AR0 • 1/? GYP. BOARD I r --MITER ANGLE OF JAMBS - - -- k INSTALLED BY CONTR. w/f1/4-14 1 BOTH SIDES OF STUDS. I 1G 11T SHT. MTL. SCREWS o 16' g .3 the Exclusive Property of VINYL WALL I CASED OPENING BEYOND. ! FOR SNI I O.C. OYS "A" US. The information shown may BUMPERS 1 not be used nor the Drawings Reproduced NUTS: I j 17 - -1/4' CLEAR 6" 20 GA. MTL- RUNNER 9 P SUPPLED BY 1 I .0 4. TEMP. GLAZING 1 + 1/2" PLYWOOD; - TRACK ATTACHED In SIU with "�" CONTRACTOR rQ _ DS 2 1/2 20 GA. MTL STUD out permission of TOYS t US. TRU, INSTALLED PROVIDE WATERRESIST. PAINT WHITE, wf(2) /1/4-14 SHT. MTD BY CONTR. - I i I 1 3/4' X 4 1 /2' ALUM. DIAGONAL BRACING • 32' GYP. BOARD IN BREAK I i I RIgTEX 'RIP 30t SS ( �" � SCREWS PER STUD. DO NOT ROOM, RS CLOSET, Lk SATIN" ATL. LAMINATE I / AND H TUBE CLEAR + ATTACH TO 16 GA. TRACK. Location WAINSCOT _.. PANELS ! JANITOR'S CLOSET. (MLI) ADHERED TO I I i p BYP�D I I I 1/2' EXTERIOR QPADE PLYWD. t, ALUM. "BREAK" MTL. I _ V-6' T AL STUDS - TO TOr' OF PARTITION --` AT 28"GO.C.10 EXTEND TO ATTACH 20 OHRU GYP. BOARD TIGARD, OREGON I ' TO PLYWOOD W/13/4 I M0 1TOR RING ASSEMBLY, UNDERSIDE OF ! A. MTL STUD INSTALLED ' BY CONTR, I 6" 20 GA. MTL. RUNNER I I I T. 1 2" PI_YW�OOD FROM 1/2 I THREADED ROD, WASHERS, ROOF DECK w/(4) /14 SMT. Ali. SCREWS �+ TRACK ANCHOR TO SLAB 6 20 GA. MTL RUNNER / HEMMED EDGE--- I NUTS, BRACKETS ETC., SUPPLIED ATTACH TO BRACING w 4 �/'�_TRACK ANCHOR TO SLAB , BASE TO HEAD OF I WHERE 4 ANGLE IS LOC " /( ) w/ 1/2" 'HILT1" HSL ' w/ 1/Y 'HILTI' HSL "r WINDOW • MORE THAN E S LOCJOIST BY TRU, INSTALLED BY CONTR. (2) 11 1/2 16 GA. #1/4-14 SHT, MIL SCREWS, Mn- STUD HEADER Drawing Title VINYL COVE B M-1?/20 ANCHORS w/ I � M-1:,/20 ANCHORS w/ PRE- RIGITEX 'RTP 304 "' �_ � NSTALL POINT • BOT.c CORD, LINTEL TYP. O OPNG. 3" EMBED. O 48" O.C. " SS SATIN' ATL. 2' 2•x14' _TTL ( ) I 3 EMBED. • 4@ O.C.- �\ SALES LAMINATE ADHERED -20 GA. MIN) ANGLE BRACE F OM BOT. CORD INTERIOR -- _ - - SALES TO 1/2` PLYWOOD---- STUDS"O 16 A.C. NEAR 4' ANGLE TO NEAREST W/1/2 PLYWOOD PANEL POINT OF J0ST A TOP �� -6' 20 ". METAL STUDS DETAILS SHEATHING CORD ABOVE. 1 - -- - -�'-- AT 16' O.C. (rip.) 1/2- TYPE 'X' FIRE-RATED Scale Date 17 DE -AI L O BIKE ASSEMBLY _ - 'o G su(TYPICA BOARD ON EA. SIDE A$ NOTED 12 SEC o THRU SECURITY I .0 4. SCALE: 1 1 2" 1'- 18 l ETAIL O MONITOR SUPPORT �' � * N WALL PARTITION 13 SECTION 14 SECTION 8KE / 0 19 DC 1 AIL Day Sheet N0. -I !. 15 SECTIONASSEMBILY 1.0 4,V SCALE: 1.0 4.0 _ '- SCALE. 1/2 i 0 gl 4• ��: NONE 1. 1.�-o ALE: 1/20 � 1'-01.3 1.0 4.0 SCALE: 1/2" 1'-0" 1.0 4. SCALE: 1/2" � 1'-0" . 8 0 10065 SW Cascade 11111111111117 • BUP 96-0613 12 of 35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED t �I,►il��llllli ililili�i{i{i i{i{i{��i{�{I rI i{i{i{i�i{�{i{ i{�{i{�il{i11 � r{r{�;i(T�{i i i{i{i{i��{i{�fil�{i�l{i �>>{i i i{i{I{i i{i,l �{i�i{� 1�1{�� I{1{i I{�� i)�)� t t11 II (II l IIII I i' � I I !IIII III11 Illlllnlnllllllllnl.Illll�lln unlllll ImlIIII nnlinl nlllllll t+!!{Illllllillmi nlllnll InIhIIIIIUIhIT�,�nihlnlnTlinnllllllnliliin�lli111inInil aIItHIT nninll nllhlt lullt�°I III�If41 IIIIIIII uuhul nnllnl nnlnu Imll�T�111 I PRE TREAT. 202 FURRING BY CON71 MATCH THICK. 8` - - - - tri LLER OF INSUL ANCHORevisionsSS CUPS (!!1) W/ FURRING TO RUNNER w/'HILTI' �� 1/?' COMPRESSI _ - &S. AUGNMfNT 12-24x2 PFH #4 PINS PANEL IMST PANEL INSTASTAU.ER - a SCREWS • 48' O.G A MTL GRAVELSTOP -FILLER-A SEALANT - i �x Np Date t10f1 BUILT-UP ROOF RIGID INSULATION - (G�V') CONC. CURB q PERMIT APPI KATION S.S. CLIPS (r) Wj I \� 'v, /5 CONT— EXISTING CONC. FLOOR SLAB S.S. AUGNMENT PiNS FIN. FLOOR LINE 4— PANfL SIZE i'Aht. JZf a -==...':`_�� -___-_ =___ _. - - - -; � V Q v o a d :\ - -- , � A .. ARCH. MIL WALL - - - - 5/8' M.R. GYP. BOARD ~�- 3/B" M.R. GYP. BOARD T.O.S. 19'-90 _ PANEL SYSTEM WITH 20 GA. PAiNT GRIP GALV. - _ -� CONC. WALL( k CART CURB NiTH 20 GA. Z.G.P.G ARCH. MTL. WALL LAMINATED TO BACK - I'RlE MTAL IRI W& A1.1 LAMINATED TO BACK PANEL SYSTEM 9' 1/Z. OF PANEL OF PANEL 4 TYPICAL ^ ROOF STRUCTURE ` µ X 10` LONG DOWELS • 24" O.C. 71/2 E:XT. PLYWOOD DETAIL VERTI�,AL JOINT 5 TYP HORIZONTAL --- I CAL JOINT SEE STRUCT. DWGS. - MEMBRANE FLASHING r 1 –0 r k�L&YSCALE: 1 'S. SCALE; NO SCALE .0 5. SCALE: NO SCALE >= ARCH. MTL. WALL — X PANEL SYSTEM,- CONT. FIBER CANT BY _""� OF COLS. A R-19 BATT INSULATHN ROOFING CONTRACTOR PREFINISHEO MTL DRIP w/KRAFT FACE - �r BUILT-UP ROOF ON TO MATCH PANELS __°_ -u. --` --- -- -. _ 1/2' COMPRESSIBLE 3 5/8' 18 GA. MTL. BUILT-UP ROOF k FILLER k SEALANT 8. STUDS O 16' O.C. RIGID IN'SUL.ATiON If -_ -- ATTACHED TO ANGLE �` I CONC. CURB ARCH. METAL PANELS w/"HILTi' 12-24x1 1/4 I \ SYSTEM COPING. �-r i I TOP CORRUGATED MIL. SIDINGSCREWS. HWH /3 SCREWS. - - - --- - ----- ` - — X5 CONT - w � EXiSTING CC4C. FLOOR SLAB OF PARAPET a -e' A.F.F. T.O.S. O 1T-T , ARCH. METAL WALL - -- ---~�— .� --SH T. MTL. F-L./1SHING e r PANEL SYSTEM r5I EXTEND OVER ANGLE CONC. WALK k CART CURB 1/2' EXT. GRADE PLYWOOO d. ± - 4'x4'x1/4" 5TL ANGLE (GA:V.) I .-._-_ — '-_ - --- M IXTAL ON Oft A1.1 --- 6' ATTACH TO WALL O EACH STUD , t`1S1IE: f , — - µ X 10' LONG DOWELS O 24' O.C. to GA. GAL'S. MTL. S?UGS ----�. w/ Hlt_TI 12-14x2 HWH, r13 OTHER DIAGONAL P/AAPET I I • 1e' O.C. ATTACH TO SCREWS - SHIM AS REOVIRED BRACING NOT SHOWN FOR �� 8 DETAIL r TO MAINTAIN ARC OR WALL CLARITY. REFER TO STRUCT. EXISTING ROOF ST- TUBE w HIITI - j DWGS. FOR SPACING. sTkucTURSCALE: 1" 12-14x1 1/4 HWH TE.(S/5 ! 11 A SCREWS • 6" O.C. O i p ,' 3"x3".1,4" STI. ANGLE Drawing References I (GALV.) DIAGONAL BRACING X - " ��--_ --" `' o if H' + �E STRUCT. DWGS. 6 6 DETAIL T - � # g -F1 -f I No Orawin OF COLS. .0 5. SCALE: 1 1/2r=1'–Or „ �'" "'` CORgs G GA. (GALV.) I I TYP DIAGONAL BKACING BY - ON T. IBER CANT CORRUGATED MTL. 51 ipiC ILLUMINATED SIGNSSIGN W. cI o CONTRACTOR. I BY R LNG CONTR. I BY slcN CONTRACTOR I DIAGONAL BRACING BY _-_----.-..- PAUNT TO MATCH PMS 294 I I I SIGN CONTRACTOR. PAINT TO MATCH PMS 294 ' ' ' • I�LUAIIIVATEO SIGN ---� BUILT- P ROOF t j I BY SIGN CONTRACTOR TAPER RIGID STL. &GN SUPPORT B' 18 GA MTL. STUDS INSULA ON 1 -- - SEE STRUCT. DWGS. + • 16 O.C. WITH 1/2* STL SI��i4 SUPPORT. / O � 14 I I I EXTERIOR GRADE PLYWOOD SEE STRUCT. DWGS. I i o II CONT. FIBLR CANT PRE-FiN. MTL COPING BY ROOFING CON TR. M11 TERM BAR ATTACHED TO 3 I PRE-FIN. MTL. COPING- BUILT-UP ROOF k 14 PLYWOOD W/NEOPRANE GROMMETTED A EXTIL•Rim UGHT I I 3`x3'xl/4` STL. TUBE ROOF STRUCTURE TAPERED RIGID a• I SCREWS 012' O.C. 5• SIM. FIXTURE (BEYOND) GALV. BETWEEN PIPE LOIS. `SEE STRUCT. DWGS. SEE STRUCT. OWC;S. 1 7' NSLILAnoN CONT. SPRINGLOK FLASHING PARAPET WATERPROOFING SEE ELEC, DWGS. EXT. LIGHT FIXTURE (SEE SPED) �+'� __ -- LO"�►ALL • ZQ'-�}' _ I- _- I 1 Tf 8 -UP ROOF k } SEE ELEC. DWGS. - /4' STL_ TUBE + + - • I ♦ (SEE SPEC.) 1 - "x3`xl + + + T.O.W kL L • 20'-Ir _ GALV. BETWEEN PIPE COLS. T.O.S. O 19'-9" �r + RIGI INSULATION �1 / - NEW 4 SMOOTH FACE -- - STRUCT. OWGS. _-.__ -. 20'-80O. F T.O. 1 - � . BLOCK VENEER� CONC M. ( 14L 51M. HORIZ. JOINT RE , F. F 1 18' O.C. —CONT. BEAD OF SEALANT 6' Sr>r100TH FACE CONC. -NEW CONT. "FRY- MASONRY TYPE CONT. FIBER C BY �� BLOCK W/HORIZ. REINF. MIL REGLET INSTALLED PER MFR'S. =_ 3-0 ' O 18"O.C. AND /5 O RECOMENOATIONS o I � - - --- --- ROOFING CQNIRAC F�tU�OF STL. PIPE COLUMN — 6 - BUILT-UP ON O 'o I CONT. FIBER CANT BY 48� O.C. VERTICAL, DRILL + ROOFING CONTRACTOR 12 INTO EXIST. MASONRY / CONT. SPRINGLOK FLASHING • EA. JOIST o 8. + BUILT--UP ROOF ON k GROUT SOLID --- (SEE SPEC.) ------- --- __�- -. � STRUCT. OWLS. .,F,..�� T.O.M. _ T.O. O 1T-Tt - iGID INSULATION T.O.M. 0081' - _ - - T.O.S. / � -� _ 7 1/2 CURTAIN WALL GLAZING 3/4' E.I.F.S. (WHITE) 1 A.F.F. VERT. STOREFRONT MULLION -- - SYSTEM w 1' INSULATED ' (REFER TO ENLARGED _ - EXTERIOR ELEVATION FOR + GLAZING REFER TO ENLARGED BID DATE:MULLIONS COLOR) --_ �' --- -"- e___.___. - _ 1/2' PLYWOOD SHEATHING I -_ EXTERIOR ELEVATION FOR I I ON 7�B' MTL. FURRING !'� CADD NAME: PROJECT NO.: 896606 GLAZING TYPE i COLOR) O 18 O.C. (VERTICAL) •� EPDM1 FLASHING, FLASH INTO DRAWN BY: SMM CHECKED BY: _PLD/JCS ARCH. MTL. EXIST. ROOF AS REO'D. AS NOT TO y- -- ------ - ]IA I PROTOTYPE DESIGNATION: 18QZ4 :Pu REV 2oa —� WALL PANEL SYSTEM �-- VOID ANY EXIST. ROOF WARRENTiES 1e'0 H.V.A.C. DUCT O i5-7 A.F.F. ---___�.._—_,_.- .__ _ _--- -___--- SEE MECH. DWGS. S' x 5" HORIZ. VERT. STOREFRONT MULLION - EXIST. ROOF CONSTRUCTION BTM OF DUCT TO STL. TUBE BRACE (REFER TO ENLARGED + r S MULLION HORIZ. STOREFRONT BE 15'-7" A.F.F. ,., EXTERIOR ELEVATION FOR + EXIST. 4 SPLIT FACE ry MUWON (REFER TO ENLARGED ( (U.O.N.) + MULLIONS COLOR) I ' BLOCK Ac 8 SMOOTM EXTERIOR ELEVATION FOR FACE & SO r+ I S"x5' HORIZ. STL TUBE I t'_0. N $f MULLIONS COLOR) WIND BRACING (CONT.) I I 5'x5' HORIZ. STL. TUBE 4J V $8 �"` 10877 WATSON ROAD SEE STRUCT. DWGS. NAND BRACING (CONT.) SEE STRUCT DWiG& I 1/2" PLYWD. SHEATH'G. ST. LOUIS, MO 63127 • HORIZ. STOREFRONT MULLION - --_----_- --_ PROJECT MANAGERS + , - (REFER TO ENLARGED 5 1/4 INTERIOR CUR'UIN WALL \ ^' >d INTERIOR ELEVATION FOR < SYSTEM w/ 1/4 GLAZING "i' /—EXISTING CONC. BLOCK MULLIONS COLOR) � 9 i/4' 18GA. MTL 0% (REFER TO ENLARGED I STUDS O 18" O.C. ----�,, BOTTOM OF WIND BRACEIS INTERIOR ELEVA11ON FOR BOTTOM OF WINO BRACE ATTACHED TO P�O�. !, O t1' -'4`- €� - w GLAZING TYPE Ac COLOR) SMOOTHFACE CONC. I �c�E.� Ess, O 11 -4 A.F.F. - -- - - - - -__ -- --- - - i BLOC( w/'HILTt" f�/P /�� °p v sn� � BRACE 5 1/4' HORIZ. STOREFRONT MULLION I C.) KNAK-CON II 14-234 e k (REFER TO ENLARGED THNM SCREWS O 4� 9 o T ar 105 / rn EXTERIOR ELEVATION FOR � . PROFESSION + MULLIONS COLOR)- I 24 O.C. v I BOTTOM OF MND BRACE OF RECOR • ------- ------ -- • 9•-e A.F.F. 8 ~7 1/2' CURTAIN WALL VERT. STOREFRONT MUWON SYSIEM w/ 1' INSULATED v (REEFER TO ELEVATION FOR , - --- -. ___ � < JAMES C. A GLAZING REFER Tri ENLARGED M 314-821-11 ,� [ 21, ?! EXTERIOR ELEVATION FOR MULLIONS COLOR) I o+ -- -_- _ ARCH. MTL. p GLAZING TYPE kCOLOR) WALL PANEL SYSTEM --- -- ------- -------- I - - _ - - ( HORIZ. JOINT (iYP.) ! • y • � 7 Z� I f National Office 461 From Rood 5 Paramus, NJ 07652 • 0 1 ��OFFREY/ (201) 599-7800 ALUM. SLIDING DOORS ! CLEAR ANQO. ALUM. EXTERALUM. S WISH 'REO' � SLIDING DOORS w/ INTERIOR FINISH 'SILVER' �--------- - EMERGENCY BREAKAWAY I_. Tht's drawfng is the Exclusive Property of I -- ---_-- ---- --- --- TOYS ">:1" US. The information shown ' a may '7 a - not be used nor the Drawings Reproduced o �I without permission of TOYS "Si' US. Q PROTECTIVE N 71 I RAIUNG r I o e► Location I m ' SIM. I• �- TIGARD, OREGON EXISTING CONC. N, FLOOR -- I ��` FLOOR SLAB / EXISTFLOOINGCONC. FLOOR - FTN. FLOOR UNE . • Drawing Title �,�•._;�,�,�„� FIN. FLOOR UNE WALL SECTIONS —RIGID PERIMETER INSULATION R (TO TOP OF —RI tD PERIMETER INSULATION LONG WALK �c CART CURB + FOOTING VERT.)(T'yP, • EXT. WALLS) ('TU TOP OF FOOLING VERT.) CONC. WALK k CART CURB AND DETAILS I;TYP. O EXT. WALLS) SM D[TAL ON Off. A1.1 !>E OETAL ON D� A1.1 GRANULAR FILL i GRANULAR FILL Scale Dote SECTION THRU VESTIBULE 2NSECTIONT"Ru As NOTED vESTieuLEALE: 1/2r 1'—Or r3 WALL SECTION....... 4 WALL SECTION Sheet c�o. ALE. 1/2 1 0' .0 5. SCALE: 1/2 1'-0" .0 5. SCALE; 1/2 � 1'-0" 5 .0 0 10065 SW Cascade A, BLIP 96-0613 13 of 35 IF THIS NOTR'E APPEARS CLEARER THAN THE OCT 5 1998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROM MED I1IilJlow ill 1l1l Iii1ijljijIji lj�jIjI�i{ij� I I'll�ljl�ljljljl Ijljljijljlll 1,1►j�11��Tii�'�'llljlll��1F111 �� 1111ill�iiljl {Ilill�t11111 ill{I Illjlji {f�iJl I�fj�� IIIjIIIIIIIIIjilll IIIIIIIII(IIII�UlIIiIIIjiN) IlI111IIIIIIIIjiill Illl�ili! Ilii�tili itii�Illf,i,iiili►tiiilii�ini Iltillul illlhullt�iitlitn itlllllll IIII�iIii NI1111IIINII�p1 IIU�illl 1111{I11I NII{tlii ILii1111 Ii1i111i1.I1i11M 1111111 i 11-111 NIdm, IIIIIIIIII I�I.I �---3° x 3" x 1/4' GALV. ARCH. METAL WALL ` BRACING WELD TO 5 1 4- FIXED ALU Revisions -- 7/8 22 CA. GALV. SHIM AS REOD. -/ STL. ANGLE DIAGONAL ' -ARCHITECTURAL WALL PANEL SYSTEM.-- i � CORRUGATED MIL. SIDING .UM. DOOR FRAME / PANEL SYSTEM COPING, TUBE. SEE STRUCT. CURTAINWAU FURRING, FASTENERS Nk ! (2) 6 20 GA.- DWGS. VERT. MULLION. No Date Description SHIMS, BY PNET MFR. OL 1/2' EXT. N'LYWOQO ----.� �--- MTL FUISHIN^v. EXTEND OVER MTL STUDS • PER JAMB (3) CONT. SEALANT �� ANGLE A PROVIDE HEMMED DRIP JAIIIBS. (TYP.) HERE: CONT. SEALANT 6' 16 GA. GALV. MTL. ' / EDGE. - S.S. ORA 3'x3"x1/4- STL TUBE CONT. SEALANT ANCHOR DOOR JAMBS - _ PERMIT APPLICATION 1/2 GYP.-- PER DOOR MFR.'S FURRING � PRESS. 1RtAT. CONT. STUDS • 160 O.C. �ANp (Np.) (GALV.) BETWEEN PIPE COLS. SHIMS BY 2x6 WOOD PLATE I _._.- 4'x4'x1/4' CONT. STL ANGLE _ -WITCHES HAT' SEE STRUCT. DWGS. SHIM AS REQ'D.� RECOMMENDATION. (GALV.) ATTACH TO WALL O EA. NEOPRENE PW�� r PANEL. MFR. ATTACHED TO Rl'NNER FLASHING BY � � I 3-• STL. PIPE COLUMN w/"HILTI° 12-2412PFH STUD w/`HILTI' 12-14x2 HWH - 04 O 48. ox. Mil. CAP FLASHING OVER I #3 SOW". SHIM AS REQ'D TO ROOFING CONTR. ao ( GALV.) 2 c:.ACFI JOIST ENDS OF CORRUGATED MTL MAINTAIN CURVATURE OF WALL. STRUCT. DINGS. T.0 P w - --6" 16 GA. GALV. MTL SIONG. PROVIDE HEMMED � UTO. ALUM. BUILT-UP ROOF -+•_ - - RUNNER CHANNEL DRIP EGDE. I I 3°x3'x1/4" STL ANGLE (GALV.) SLIDING DOOR SYSTEM - -. = - CONT. SEALANT DIAGONAL BRACE. SEE STRUCT, GA.___ ROOF STRUCTURE "♦ ( A SLIDING DOOR \\-1/4* TEMP. GLASS DWGS. MT?STUDS (BOTHTSIDES) SEE STRUCT. UWGS _ .- GALV. ITL. DRIP 5 DETAIL • 18. O.C. � CONT. SEALANT----../, SE 1/2 EXT. PLYWOOD- + --0' 16 GA. GALV. MTL. ' STUDS O 16" O.C. 5.0 5• SCALE: 1 1/2"&1'-'0" --6' 18 GA. MTL STUDS DETAIL JAMB ARCHITECTURAL O 18. O.C. ATTACH 18 GA. 10 r JAMB O C P U DOOR DETAIL 17 r , w WALL PANEL � RUNNER TO TUBE w 1.1 5.1 SCALE: 1 1 NG SYSTEM --__-�/ - 1990 7/8 2? GA. GALV. ' 12-24x1 t/4' HWFI 3HILTI i 14 = GORNUGATED f 6.0 5. SCALE: 1 1/2 1 -0 /2 =11-0, MTL. SIDING. ARCH. METAL WALL SCREWS • 12' O.C. �5. SCAU: 1 1/2"s1'-0" 11 51tl' PANEL SYSTEM -y CORRUGATED ATED ITL. SIDING OF COLS. ARCHITECTURAL PANEL FURRING AND SHIMS 10K DETAIL i ., /� 12' SMOOTHFACE ' 1 WALL COPING BY PANEL MFR. � � 1/2 EXT. GRADE PLYWOOD / CONC. BLOCK IU-UMiNA1T:D SIGN E91r I DIAGONAL BRACING BY 5.0 5• SCALE: 1 1/2"rx1'-0" CONT. SEALANT SIGN CONTRACTOR, I SIGN CONTRACTOR. (IF REQUIRED) ! BACKER R00.-� I MIL. DRIP. PAINT TO PAINT! ADJACENT MATERIAL MATCH FINAL ELECTRICAL I i IN TO MATCH AMS 294 A CONT. SEALANT- CONNECTION BY ELC. ! � S.S. DRAWBAND -�"- 3`x3%1/4' STL. TUBE (GALV.) STEEL SIGN SUPPORT I STL. LINTEL BETWEEN PIPE COLS SEE STRUCT. OWGS. - 4' SMOOTHFACE "MATCHES HAT"-, �' SEE STRUCT. DINGS. FRAME. SEE STRUCT. _ '�� STl.. ANGLE FOR SIGN PAINT TO MATCH WALL ALL EXPOSED CONC. BLOCK PRESS. TREAT. DONT. - -- _ -- - ---- -� NEOPRENE PIPE � r Ute'' I SUPPORT, BOLTED TO SURFACES. 2x12 WOOD PLATE 1/4' 3 g' i FLASHING BY i \ 3'/ STL. PIPE COLUMN I TUBE. SEE STRUCT. DINGS. ATTACHED To MASONRY ----9 - I PRESS. TREAT. 2x- ROOFING CONTR. i I (GALV.) 2 EACH JOIST °'! 1 WOOD BLOCKING CONT. SET ANGLE IN WATERCUT 1X /3/8 ANCHOR BOLTS Ei' ARCHI TTCIURAL WALL SEE STRUCT. DINGS. ANCHORED TO PLATE I I I OFF MASTIC. O 48' O.C. -- ---- PANEL SYSTEM COPING, BUNNY-UP ROOF -+ � r I FURRING, FASTENERS ! SYSTEM w/'HILTI" 12-24x2 1/2 ` -7777 -- SHIMS, BY PNEL MFR. �.-_ - - PFH /4 SCREWS • 24' I MEMBRANE FLASHING ROOF STRUCTURE _ - O.C. CLEAR AN00. CONT. FIBER CANT SEE STRUCT. OMKiS. - `-- PREFINISHED MTL. EAVE CHANNEL FRAME. / PRESS. TREAT. CONT. '' LEGS. ANCHOR TO t�4•• AROUND PER►1ETFR T.O.M. " .: FLASHING. w CONT. CLEAT. 4 1/2 WIDE w/1- -� �- 6 DETAIL COLOR TO MATCH ( WOOD BLOCKING MATCH ) FACE OF + + + + CURTAINWALL SYSTEM. I ( ) BLOCK O JAMBS Alt SILL Drawing References INSULATION THICKNESS BLOCK OF OPENING. CONT. SEALANT --_- � .-- _.. � w HILTI KMAK-CON II+ FURRING A `04 + + + + r r UGHT FIXTURE. SEE , ATTACH TO DECK w/ 14-314 TFH SCREWS SHIMS BY �----- SEALANT A BACKER J.0 5.1 SCALE: 1 1/2 m1 -0 ELECT. DWGS. I I OHILTIO 48"PFH • 12' O.C. o o No olrowin PANE:. MFR.- I ROD, 9Y PANEL MFR. 1 L GLAZING COMPOUND ARCHITECTURAL ��-1/2' PLYW'D. SHEATHING BETWEEN GLASS BLOCK _ GLASS gLOCiC MANUOMI WALL PANEL '�� BUILT-UP ROOFING ! ALUM. FRAME ('YP. 8 16GA.O.C. STUDS T,t�_WAJL 20'-8 ,�F�F.,- __ _ _ - RIGID INSULATION BOTH SIDES) SYSTEM I • 16' . � I SYSTEM. ! TAPERED 1/2' PLYNrD. SHEATHING ' 3/4' E.I.F.S. ON 1/2- EXT. PLY. I --_--_ ._.___ CONT SEALANT AROUND PERIMETER 9 1/4' 16GA. MTI,. STUDS I ON 7/8' MTL � � (�=.� -- -'_ - __ OF OPENING. • 16' O.C. STUDS 18'0.C. 11 ! �_` - -1�" } CONC. BLOCK 12' CONC. BLOCK ----- 17' - ,�C SONO BEAM w/REINF. 12" SMOOTHFACE SILL / -- - - _ _-- BLOCK w/BULLNOSE i rry SEE STRUCT. DWGS. �; ;.� I 7/8- MTL FURRING T.O.S. • 19'-fi" CHANNELS O 16. O.C. / EDGE. SHIM AS REQUIRED. WATERPROOF ROOF GALV, C6x8.2 6" LONG __.__ SIDE OF MASONRY CONC. BLOCK STEEL LINTEL WELD TO TUBE • LIGHT (WHERE EXPOSED.) REFER TO ELEV. SEE STRUCT. LOCATIONS (CENTER DETAIL ARCHITECTURAL WALL SHT. A2.0 FOR DWGS. ON INTERIOR COLUMNS) I , 2 WALL COPING TYPE • caoR /2- GYP. BOARD 8x8 GALV. STL. TUBE I 18 DETAIL 5`0J5. SCALZ- 1 1/2"=1 -0" -FIRE TREAT. 1x4 SEE STRUCT, DWGS. WOOD BLOCKING .0 5. SCALE' 1 1/2"•1'-0" MIL DRIP ATTACHED TO WALL PRESS. TREAT. 2x_ ` w/-HfLTI" KWIK-CON OOF STRU TUBE. SEE II 318-134 PFH WOOD BLOCKING CONT. I STRUCT. D CONT. SEALANT BEAD CONT. TREATED 3/4' EXTERIOR � O 24' O.C. ANCHORED TO TUBE '-' GRADE PLYWOOD SLOPED TOP W/'HILTI' 12-24x2 1/2 8'x8'x1/2" (LLV) CONT. 1'x1/8- ,GALV. MTL TERM. PLATE A CONT. TREATED 1"X2" I SHIM AS REOD. PFH #4 SCREWS 4 :_4' SIL. ANGLE. SEE STRUCT. BAR ANCHORED WITH WOOD NAILER ~ O.C. A 1/2- EXT. DWGS. DRIVEPINS A NYLON .045 EPDM MEMBRANE FLASHING (CONT.) ONT. SEALANT PLYWOOD RAWLS O 12' O.C. AUTO. ALUM. \ CONT. TREATED 2x12 WOOD -PRE-FINISHED ALUMINUM COPING � SLIDING DOOR ALUM. CURTAINWALL---'/ CORRUGATED MIL NAILER ANCHORED •1'O BOND - 5 b' W/ CONT. CLEATS O BOTH SIDES - ALIGN JAMBS w/1' INSUL GLASS. DETAI L BEAM W/ 1/2* DIA. ANCHOR (COLOR TO MATCH CONT. BLOCK) I w/EXT. EDGE 11 6"x2'x2O GA. GALV. , SIDING t I MTL FLASHING.-.-� i BID DATE: %BOLTS • 4-0 O.C. � OF CURTAINWALL_ S.0 5. SCALE• 1 r 1'-0" , �\, ' MULLJONS O "�' , 1/2 EXT. PLYWOOD CADD NAME: 40 Ast PROJECT NO.: §$e .._ �' A > -�� CURVED WALL 12' SMOOTHFACE j<, ,A\ DRAWN BY: M CHECKED BY: l FD JCA NEW T.O.M. - r-- - '' � -=�M�� 20'-8' A.F.F. r - �fJ'_-` OF I CURT'AIINNWALL FLA TEND CONC. / BLOCK. GROUT x k PROTOTYPE DESIGNATION: 19971fiKCPU REV_ 2-S16 O INT. OF VEST. I � / END CELL SOLID. CONT. 3EAD of SEALANT � DETAIL 1' INSULATED GLASS (TYP. O BOTH SIDES) i �. 7 HEAD O C.P.U. DOOR 1/2" EXT. PLYWOOD SHEATHING-- _ �. CURTAIN WALL I 9 1/4- MTL. STUDS ON 7`B MTL FURRING G.O 5. SCALE: 1 1/2"-V-0" HORIZ. MULLION. • 18" O.C. ANCHOR • 1•8 O.C. (VERTICAL) 1' INSULATED GLASS STUD TO BLOCK 8' 18 GA. CONT. REINF. CONC. FILLED -'�-7- 1 w HILTI KWK- MTL STUDS 10877 WATSON ROAD BOND BEAM CONT. SEALANT------ CON 11 /14-234 18" O.C. '10 LOUIS, MO 6.'O127 o I BOTH SIDES. ,- THWH • 24" Q.C. 1/2' EXT. PLYWOOD 3/4' E.I.F.S. (WHITE) � � VINYL WALL BUMPER --FIRE TREAT, ix�i l�R '� 7/8 Mn_ FURRING -�� WOOD BLOCKING � 6 OJECT MANAGERS 8' REINFORCED CONC. CHANNELS O 15' O.C. ATTACHED TO WALL CURTAINWALL AUTO. ALUM. BLOCK. ___ PARAPET WATERPROOFING _ - (SEE SPEC ) w/"HILTI' KWIK-CON HORIZ. MULLION. SUDING DOOR �� _ --- FURRING A SHIMS �" 1/2 GYP. BOARD II 318-134 PFM ALIGN JAMBS - ARCH. MTL BY PORCELAIN PRO O 24' O.C. w/EXT. EDGE WALL PANEL SYSTEM ENAMEL PANEL E is CONTR. ALLOW 4 OF CURTAINWALL rig DETAI FOR DIFFERENTIAL SHIM AS RE00. CONT. SEALANT MULLIONS O L EXPANSION BETWEEN -- -- _ ALUM. DOOR FRAME BOTH SIDES. CURVED WALL MASONRY ANCHORS- (3) e A INT EDGE �- S MATERIALS.DETAILOINROFI VESTL 3. ALE: 1 1/2' ,. 1 -0 3 WALL O COPING � E J B b � I I PROFESSIONAL. 8 'l I I ! , 1/2" EXT. PLYWOOD- 8'x2'x20 GA. GALV. OF RECORD: ` '4 SCALE: 1 1/2r�1'-0` :I � ITL. FLASHING. JAMES C. AHE S 1 S ALUM. MANUAL-------.. C. A / C SWING DOOR 314-821-1 ) 2, `= - �4UTO. ALUM. I 15 HEADO AUTO SLIDING DOORS 6' 16 GA. GALV. ITL. STUDS • 12' CONC. BLOCK - SLIDING DOOR SEE ELEVATIONS _ ' 2.0J5. SCALE: 1 1/2"w1'-0" M Q.TC. 2•, FOR TrPE ! COLOR. WATERPROOF ROOFCONT. SEALANT NOM- /0008�DETAIL (BOTH SIDES) les i0jr EXTWILL E FINISHES � I SIDE OF MASONRY HERE: CORRUGATED MTL i MALL �• �� (WHERE EXPOSED.) JAMB O C.P.U. DOOR ANCHOR DOOR JAMBS SIDING W007HFACE BLOCK Notional Offic WHERE INDICATED 6.0 5. SCALE: 1 1/2"=1'-0" 12 HEADeMANUAL DOOR NDIEO PER DOOR MFR.'S PROVIDE 150 BUILDING RECOMMENDATION. 461 From Road N ELEVATIONS. x, NEW CONT. "FRY' MASONRY TYPE .O 5. SCALE: 1 1/20 1'-O" PAPER BACKUP BETWEEN Pc�romus, t2 x8 'STEEL TUBE COL., � NJ 07652 CONT. SEALANT MTL REGLET INSTALLED PER MFR.'S 1/2' GYP. ALUM. CLAD'G. • STL. Ca. � SEE STRINGY. DINGS 9 1/4 ITL. STUDS RECOMENDATIONS BOARD (TYP.) • 16" O.C. ANCHOR ' (201) 599-7800 CUNT, 2x WITH CONT. SEALANT STUD TO BLOCK GEOFFREY �-----CONT ITL. COUNTERFLASHINGFIXED ALUM. BLOCKING WITH w/"HILTI' KWIK- I Be' ?.0 GA.-- ALUM. CLADING TO FIXED ALUM. CON If �" KWIK4 ' • ``� Mn- STUDS Q.P,U, CURTAINWALL MATCH ADJ. CURTAIN- MEMBRANE FLASHING O 18' O.C. VERT. MUWON, CUR"rAINWALL THWH O 24 O.C. This drawing is the Exclusive Property of _ � WALL SYSTEM -- m _- -. -PROVIDE UNIU VERT. MULLION. GTL. ANGLE - � r CUNT. FIBER CANT. I TOYS "S1" US. The information shown may --- (SEE I, , CONSTRUCTED OF: - 20 GA. GALV. MTL FLASHING not be used nor the Drawings Reproduced �� UILT-UP ROOFING SYSTEM (2) 8' 18 GA. MTL without permission of TOYS "fI" US. �• STUDS w/6' 20 _-_--- - _ • - N -` GA. ITL. RUNNER _ • ---- --____..._-_ TRACKS TOP A `�'______- BOTTOM. ALLARCH, ITT_ Location _. x d CONNECTION5 TO WALL 'd T.O.S. - _ PANEL SYSTEM CORRUGATED MTL �, - - --�-- BE SNIT. MTL SCREWS '----- --- I - _ TIGARD,PRESS. TREAT. - - _ O 12' O.C. SIDINGOREGON CONT. WOOD _BLOCKING �CONT. SEALANT � PRESS. TREAT. (MATCH INSUL `' 1/2- EXT. PLYWOOD THICKNESS) � � (BOTH SIDES) AUTO. ALUM. ATTACH TO STUDS 18 GA. GALV. BLOCKING ATTACH TO \ Drawls Title AUTO. ALUM. ----_ DECK w/"HILTI" ---_ _ % V - /�SLIDING DOOR SLIDING DOOR MTL STUDS • 9 O.C. M1151C DETAILS ROOF STRUCTURE m AL 12-24x2 PFH I C- ALIGN JAMBS CONC. CART CURB BELOW �4 SEE STRUCT. OMKiS, 1 INSULATED G1�45S 1 INSULATED GLASS • 48, 0.C. C.P.U. OFECURTAI WAIL ALUM. CLADING TO ° WALL IPANEL RSYSTEM---_ YESTIB� MULLIONS O CURTAINWAIl SEtiMENT pJRTAINWALL SEGMENT MATCH ADJ. CURTAIN- I CURVED WALL WALL SYSTEM CONT. SEALANT FURRING do SHIMS Scale Date ! INT. EDGE - . OF CURTAINWALL - CONC. CART CURB BELOW BY ARCHITECTURAL NO,� DETAIL MASONRY . INT. of VEST. DETAIL JAMBO PNEL CDNTR.WALL O ROOF 9 DETAIL 13 O CURTAINWALL 18 AUTO SLIDING DOORS Sheet No. HEAD O C.P.U. Do6R �DEETAIL .SCALE: 1 1/2"=1'-O" 8.0 5. SCALE: 1 1/2`=1'-0" 1.1 5.1 SCALE: 1 1/2"=1'-0" 1.1 5.1 SCALE: 1 1/2"�1'-0" 20 3. 5. SCALE: 1 1/2" 1'- " 0 5s,10065 SW Cascade BUP 96-0613 14 of 35 IF THIS NOTICE APPEARS CLEARER TITAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED IjIIIIIIIII�I IIIII�I�III�I IIIII�I�I�III I Jill 111 (�i�I�lilllll II1��11(�1I1 I�IIiIl�i�f�i 1 11 11111111111lijIIIIIJIIIli IIIIIIIIIIII11 1 IIIII1111111 1�1I1�1�1�1�1 INN Mato CHK% IIIIIIII IIIIIIIII tIIIIIIIIIIIIIIIIItIIIIlIll11 IilllIlll IIIIIIIiI Iilil11I1 illllilll IIIIIIIII IIIIIIIIlIIIIlII111 IIIIIIII! IIIIIIIIIIIZ4li,To IIIIIIIIIIIIIIIIIIIIIIIIli1111116111111I1111111IIIiti I lIli 1 l i 1 l � ll ulh l t nllm mbnl ullllm Ind .1l nnlnn unllm nnll,u111 IL 1 F I R COM I N INCE- � ED U � E �VANIMDOOR .�....�... <a Revisions F"SH NO. LOCATION SIZE M^T. Fi+A►�k !�c)OM ROOM FLOOR 4a� WALL CEILING _.... __...-._._._ W H i REMARKS ' JAMB HE AU SILL x NO. NAME Nra klat• D uan _ _-~-� �----•- - FINISH COLOR FINISH COLOR FINISH COLOR FINISH HEIGHT itEMARKS 7 UNIT1 EXTERIOR TO VESTIBULE E 7'-0` LUM i6f5.1 15/5.1 EGRESS YMOTH 120 1/2' (NOTE 7 1 - ---- ---: - ) N PERMIT APPLICATION 2 VEsneulF TO SALES E UNI- 7'-0' ALUM 17/5.1 15/5 1 - EGRESS MOTH 12Q 1/2' 1 � � v � � v � k SEE SHEET A6.1 FOR 3 EXTERIOR TO VESTIBULE E I 7' All•M 16/5. 15/S.1 - E;KESS WIDTH 120 1/2• (NOTE 7) t j " ° ALL MATERIAL FINISHES. 4 VESTIBULE TO SALES EUNIT 7'-A" - ALUM 17/5.1 15!5.1 - EGRESS WIDTH 129 1/2' 1 $ to 5 HALL TO JANITOR'S CLOSET B 3'-0" 7'-0` 1 3/4` HM 7/6 6/6 - W/ 24' X 18" LOUVER 5 x I ►� g 'T 6 HALL TO MEN'S TOILET B 3' 0' 7'-0" 1 3/4" HM 7/6 6/6 9/6 W/ 24" X 18' LOUVER 2 I 't ; F 4!K) 4 �-'--' 7 SALES TO SPRINKLER ROOM B FOR. 3'-0' 7'-0' 1 3/4" HM 7/6 6/0 W/ 24" x 18` LOUVER 14 ,' (11 iL v i U i U N�ii p < G 8 HALT TO WOMEN'S TOILET 8 3'-0' 7' o' 1 3/'4' HM 7/6 s/s 9/6 W/ 24 X 18. LOUVER y I°� i a z o z OA ROWNG FIR: SHUTTERJ 9 BREAK ROOM TO TRAINING ROOM B 3'-0' 7'-0' 1 3/4' H1� 7/0 6/6 - W/ 24" X 18' LOUVER 3 r' c S c� < I a �., 5 a c < x a METAL LOUVER 10 TRAINING ROOM TO TRAINING ROOM CLO'S'E C 1 ' 7'_O` 1 g e• 101 SALtS AREA o VC1• o VARIES / WD/MHC 8/6 •- SEE NOTE /4 11 own VBi o 0 PNT1 VCT* RUER TO FLOOR I LE LAYOUT DIAGRAM ON SHEET A8.1 - NOTE 10, 11, 13, 14 WHERE REMARKS 1 _ 102 ENTRY/DkIT VESTIBULE o _SEE REMARKS 11 TRAINING ROOM TO TRAINING ROOM CLOSE (; 7'-Ow 1 3/8' WDjFic; H/6 - SEE NOTE #4 11 VCT* ° o ° o PHT1 ° VARIES V;,'T• REjT_R TO FLOOR TILE LAYOUT DIAGRg1�1 ON SHEET A6.1 IN DOUR SCH 103 BREAK R00�1 0 FOR SIZE OF 12 SALES 'TO BREAK ROOM B 3'-U' T-0" 1 3/4` HM 7/b 6/6 W/ 24' X 16' LOUVER 4 VCT*_ ° VB1 0 o PNT1 0 10'-0' VC,I* REFER TO FLOOR 111E LAYOUT DIAGRAM ON SHEET A8.1 LOUVER. PAINT LOUVER TO 13 RECEIVING TO EXTERIOR D 104 TRAINING ROOM CLOSET o NTt o 10'_0 VC F-4 REFER TO FLOOR TiLE LAYOUT DIAGRAM ON SHEE1 A6.1 3'-0' 7'-0` 1 3 4" HM c VCT• o VB1 0 QT__ P MATCH DOOR / - - EXI,TING TO REMAIN - NOTE 8 - 14 PRE--SALES 10 EXTERIOR p 105 TRAINING ROOM o VCT* o VB1 0 0 PN T1 0 10'-0' VCT* REFER TO FLOOR TILE LAYOUT DIAGRAM ON SHEET A6.1 3'-0` 7' 0" 1 3/4" NM - EXISTING TO REMAIN - NOTE 8 15 RECEIVING TO TRUCK DOCK - _ -111111111111111011 108 MEN'S TOILET o CT6 0 CT7 a 0 10'--0" SEE NOTE: M6 & 9 6'-0` 9'--0' STL EXIS!1NG TO REMAIN NOT; 8 9 r 16 RECEIVING TO TRUCK DOCK 107 WOMEN'S TOILET 0 CTB 0 CT7 0 0 10'-0" SEE NOTE: /8 Ie 9 a 8'-0' 9'-U' ST> - - EXISTING TO REMAIN - NOTE 8 9 17 RECEIVING TO POWER ROOM B S-0" T-U" 1 3 4' HM 1U6 SPRINKLER RISER ROOM o 0 PNT1 o VARIES SEE NOTE: /12 At 14 HOLLOW METAL .DEQ' ALARMED / - - EXISTING TO REMAIN - HATE 8 3 EXITING DEVICE 1U9 EXIT CORRIDOR o 8-s VCT• REFER 10 FLOOR TILE LAYOUT DIAGRAM ;)N SHEET A6.1 - NOTE 20 18 COMPACTOR TO RECEIVING • VCT' ° Vol 0 o I PNT1 • O (WHERE OCCURS) 3'-0' 2'-3' 1 3/4' HM - - EXISTING TO REMAIN - NOTE A 8 19 PRE-SALES TO EXTERIOR p 11U JANITOR'S CLOSET o o V81 0 0 o PNT1 o 10,-0, SEE NOTE: /i6 k 11i EQUAL EQUAL PULL (WHETTE PR. 3'-O' T -0' 1 3/4` iiM - - EXISTING TO REMAIN - NOTE: 8 g LQU __. 'DETER- OCCURS) 20 PRE-SALES TO EXTERIOR 111 HALL 0 VC To 0 VB1 0 o PN TI o 10'-0'P1 ALUA VCT* REFER TO FLOOR TiLE LAYOUT DIAGRAM ON SHEET A6.1 D 3'-0' T-0' 1 3/4" HiA EXISTING TO REMAIN - NOTE 8 7 21 SECURITY TO PRE-SALES C 4'-0" 7'-0" 1 3/4' HM 5/6 4/8 - 112 PRE-SALES o 0 o PNT1 o VARIES SEE NOTE X12, 13, 14 10 - 2: Ci1STOMETt PICK-UP 10 PRE-SALES F 4'-0` T-0" 1` PLASTIC 1/4 - - 113 RECEIVING o 0 0 VARIES jQj&jQLALWIMI _ '� 114 POWER ROOM o 0 o VARIES 23 CUSTOMER PICK-UP TO SECURITY B 3'-d' T-0' 1 3/4' HM 2/4 4/8 19 �� 1 0' . 10' 115 SECURITY ROOM o VCT* o Vol o o PN11 o VARIES VCT* REFER To FLOOR TILE LAYOUT DIAGRAM ON SHEET A6.1 24 REGIS1tiRS TO TELCO ROOM B 3'-0` T-0` 1 3/4" AIM 7/6 6/6 - w/24` x 18' LOUVER 4 MIRROR r+) • VCT• 0 VB1 0 0 o VARIES VCTe REFER TO FLOOR TILE LAYOUT DIAGRAM ON SHEET A6.1 Drawing Rl3fs�''Qnce$ GLASS 2S COSTUMER PICK-UP TO EQUIPMENT ROOM 0 3'-0` T- 116 CUSTOMER PICK-UP o g 0 1 3/4' HM 5/t5 4/8 - SEE NOTE /3 12 ' FACING °D 117 REGISTERS o SALES + `�' 26 CUSTOMER PICK-UP TO C.P.U. VkSTIBULE L T-0' 1 3 4` ALUM 10 5.1 9 5.1 - VCT• o V1T1 0"MM 0 0 VARIES VCT- REFER TO FLOOR TILE LAYOUT DIAGRAM ON SHEET A6.1 / / / EGRESS WIDTH - 81 1/2" 1 NO Drawls • SIDE 118 SERVICE o VCT• o VB1 0 o PNT1 o VARIES VCTe REFER TO FLOOR TILE LAYOUT DIAGRAM, ON SHEET A8.1 27 C P.U. VESTIBULE TO EXTERIOR E - 7'-0' 1 J/4' ALUM 8/5.1 7/5.1 - EGRESS-WIDTH - 81 1/2' - NOTE 7 1 28 MANAGER'S OFFICE TO COUNiiNG ROOM C 3'-0" T-,I' 1 3/4" MM 7/6 0,�6 SEE NOTE 3 119 DIRECTOR'S OFFICE o VCT• o V91 0 0 0 0 11)'--0" VCT* REFER TO FLOOR TILE LAYOUT DIAGRAM ON SHEET AV HOLLOW METAL W/ HOLLOW METAL I 12 1/4' TEMP. GL 29 REGISTER'S TO MANAGER'S OFFICE C .0' 7 �)" 1 3/4' HM 5/6 1/6 - SEE NOTE 3 120 MANAGER'S OFFICE 0 VCT, o VBI 0 0 0 0 10'-0" VCT• REFER TO FLOOR TILE LAYOUT DIAGRAM ON MEET A6.1 �C OD f� 12 -- 30 REGISTER'S 70 DIRECTOR'S OFFICE C 3'-0" 7'-0' 1 3/4" HM 5/8 4/6 SEE NOTE 3 121 COUNTING ROOM o VCT* o VB1 0 0 o P o 10'-0` VC To REFER TO FLOOR 11Lk LAYOUT DIAGRAM ON SHEET A6.1 SE E PIAN FCC M 0 / 12 ALUM. FRAMING----~ � 31 EXTERIOR TO vrsTi9ULE J S-O" 7'-0' 1 3/4' ALUM 2/1.1 12 5.1 c 122 CUSTOMER PICK-UF' VESTIBULE 0 VCT. o VB1 / / ,EE NOTE /7 13 0 0 0 0 11'-g• VCT* REFER TO FLOOR TILE LAYOUT DIAGRAM ON SHEET A6.1 SEE SCHEDULE POR - 32 PRE-SALES I,) EXTERIOR 123 EQUIPMENT ROOM o VC F• o V91 0 0 FNT7 0 10'-0' VCT• REFER TO FLOOR TiLE LAYOU! DIAGRAM ON SHEET A6.1 0 3'-0" T-0' 1 3/4' HM - - - EXISTING TO REMAIN - NOTE 8 7 or UNIT MOTH (W) VCT- 0LATT 0 VARIES VCT• REFER TO 33 EXIT CORRIDOR TO PRE-SALES A 4''-0" 8'-0' - STL 13/8 12/A - 20 MIN. RATED ROWNG FIRE SHUTTER -- 124 TELCO ROOM o VolVB1 0 FLOOR TILE LAYOUT DIAGRAM ON SHEET A6milm .1 34 EXIT CORRIDOR TO PRE--SALES A 4'-0" 8'-0' - STL 13/6 12/6 - 20 MIN. RATED ROWNG FIRE SHUTTER _ I. SEE SHT. A1.2 FOR GENERAL NOTES AND FINISHES 7. Do NOT PAINT POWER POLES OR WIREWAYS O CHECK-OUT REGISTERS. IS. ACOUSTICAL LAY-IN PANELS TO BE ARMSTRONG MINIBOARD 2. FLOOR FINISH: VCT m REFER TO 'FLOOR TiLE LAYOUT' DIAGRAM S. OVERHEAD DOORS 15 & 16 T^, RETAIN GALVANIZED FACTORY FINISH. FISSURED" X17678-PLASTIC-FACED (WHITE). IDi SALES TO PRESALES (IMPACT p(1pkS) H 4'-0' T-0' PL. 11/6 1,/6 _ SHEET A8.1, FOR PATTERN �C COLORS. 9. SEE SHT, A1.3 FOR WALL TILE GRAPHICS STRIPE • MENS 6t WOAIENS TOILET. 16. PAINT ALL (4) WALLS OF JANITOR'S CLOSET PAt EPDXY-13 / / \ ID2 SALES TO PF'FSAIES (IMPACT OOCRS) H 3'-0" 7'-0' - PL. 11/6 1/6 3. SAINT EXTERIOR SIDE OF ALL FRIT DOORS k FRAMES PER ELEVATIONS PAINT SW1004 WHITE. TOR 10. PAINT ENTIRE CEILING OF STRUCTURE EXCEPT AT AREA ABOVE BREAK _ P101E3c 4. PAINT ALL N.M. DOORS & FRAMES (EA. SIDE) IN PRE-SALES k ROOM/RESTi�OOMS/TRAINING ROOM. 17. ALL VINYL COVE BASE TO BE SUPPLIED AND INSTALLED (` S) CLOSER TO DE MOUNTED ON PRFSALES SIDE. RECEIVING: P6d.. /FRT31R RED. (EXCEPT DOORS 21, 24 ! H.M. FRAME 11. PAINT COLUMNS P&L X34100 (WHITE) TO DECK ABOVE BY CONTRACTOR. 1) EXTERIOR FACE OF EXTERIOR DOORS TO BE PAINTED GRAY 6) PREPARE DOOR TO RECOVE •DETER" • DOOR 23 PAINT SHERWN WAWAMS SW1482 'TAOS TURQUOISE', 18. PAINT I ` k DOORS 17 & 18, PAINT P&L /2242 GETTYSBURG•.) 17-. PAINT WALLS IN PRE--SALES THAT HAVE VISUAL EXPOSURE FIN TO BE SEMI-GLOSS(U.O.N.) UNLESS OTHERWISE NOTED ON ELEVATIONS. CYLINDER BOTH SIDES. 19. CERAMIC TILE WAINSCOT AROUND FLOOR SINK i 2) INTERIOR FACE OF EXTERIOR DOORS TO BE PAINED PER ROOM FIN. SCHEDULE. 7) DOORS TO BE FINISHED PER THE EXT. ELEV. 5. PAINT ALL OTHER H.M. DOORS k FRAMES (EA. SIDE) FROM SALES FLOOR - VERIFY MATH TRU FIELD REP.. 3) DR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DRS. ON SHT A2.0 ON EXTERIOR SIDE ONLY & CLEAR SHERWiN WILLIAMS SW11482 'TAOS TURQUOISE' 13. ALL GAS LINES TO BE PAINTED WHITE AT INTERIOR 20. NEW GYP. BD. CEILING AT 8'-6' A.F.F. ANDD. ALUM. ON INTERIOR SIDE. 6. CERAMIC FLOOR TiLE GROUT TO BE 'HYDROMENr DELOREAN GRAY 4) PAINT UR. !k Fk;LIE W/CLEAR URETHANE FlN.(SEE SPECS.) 8) EXISTING DOOR SHALL REMAIN REPLACE HARDWARE 96835 DESIGNER SERIES. 14 ARE TTOABE PAINTED WHITE.RISER p ALL OTHER SPRINKLER ONES ALUM. MUNITNS (TVP.) AS DIRECTED BY TRU FIELD REPRESENTATIVE, /STATIONARY o ALUM. ' TEM DOORS HARDWARE S) CHEDULE DOOR W/ 1/4' W/ 1/4' TEMP. GLASS - ' TEMP. GLASS (TYP). k BREAK-AWAY FEATURE -GROUP 1 TO HAVE _ GROUP 4 TO HAVE _ OR" 7 TO MAW _ _- OR" 11 TO HAVE (TYP.) HARDWARE BY MANUFACTURER (INCLUDING'BREAKAWAY HARDWARE). 1 1/2 PR. BUTTS STANLEY FBB 179 4 1/2' x 4 1/2' 26D 1 1/2 PR. BUTTS STANLEY FOB 191 4 1/2 x 4 1/2 NRP 28D SUDING TRACK ASSEMBLY STANLEY 40-3665 -r 1) NORTON CLOSERS O DETEX ALARMS SUPPLIED BY TOYS `R` S ALL DOORS IN GROUP TO HAVE THE FOLLOWING SIGN AT ADJACENT 1 LATCHSET BEST 93KON150-628 (LEVER HAND) 1 DETEX ALARM (BATTERY) 8010 BID DATE: SLIDING DOORS FURN, 8t INSTALLED IN DOOR MFR. LOCATION: 'THIS DOOR TO REMAIN UNLOCKED DURING OCCUPANCY. 1 DR. CLOSER NORTON 7500 H-BF-AL (INCLUDES 1RACK,GENTER INSTALLED BY CONTRACTOR. CONTRACTOR TO PRE-''ARE .#Z OPENING. PROVIDE MANUAL EYJT HARDWARE ON INTERIOR FACE IF REQUIRED 1 THRESHOLD N.G.P. 423 GUIDES, ETC.) 2) INSTALL IVES 407 836D DOOR STOP ON WALL OF TOILET ROOMS CARD NAME: - PROJECT NO.: SLIDERS TO BE CLEAR ANOI`+ZED U.N.O. ( ) 3 SILENCERS IVES 20 1 SET WEATHERSTRIPPING N.G.P. /135N FATT 2 SILENCERS IVES 21 WHERE TOILET PARTITION DOOR SWINGS TOWARD WALL DAA SWIM / LETTERS TO BE 1 MINIMUM IN HEIGHT 1 DR STOP IVES 407 B36D 1 PULL HALER WN BY: CHECKED BY: .�. JCA SPEC'AL DOOR 1 KICKPLATE HAGER 10X34,16GA. 32D 9G 8"C. TO C., 32D RECESSED DOOR PULLS STANLEY 986-3 (280) OVIDED BY 1 WIND CHAIN PUSH LOCK FOR 3) ALL LOCKS SHALL BE BEST WITH CONSTRUCTION CYLINDERS• PROTOTYPE DESIGNATION: 199746KCPU REV- 2-99 U, INSTALLED GROUP 2 TO HAVE GROUP 6 - TO HAW 1 DOOR SWEEP -N.G.P. 102AV SLIDING DOOR BEST 2S75 PROVIDED SY CONTRACTOR. BY CONTRACTOR. 1 1/2 PR. BUTTS STANLEY FBB 179 4 1 2' x 4 1/2" 280 1 1/2 PR. BUTTS STANLEY FOB 179 4 1/2' x 4 1/2' 28D OR" 12 TO HAVE 4) CONTRACTOR TO SUPPLY FOUR 'BEST' PADLOCKS 418770 TR TO BE 1 PUSH PLATE HAGER 30S - 8'x18 32D 1 LOCKSET BEST 93K70150-628 (LEVER HAND) GROUP S TO HAVE 1 1 '2 PR. BUTTS STANLEY FBB 179 4 1/2x4 1 2 28D INSTALLED ON ROOF HATCH, GAS UNE, Ak (2) OVERHEAD DOORS 1 DR. CLOSER NORTON 7500 H-BF-AL - / / 1 FULL HALER 9G - 8" C. TO c., 32G 3 SILENCERS IVES Y0 1 PR. BUTTS STANLEY FBB 179 4 1/2 x 4 1/2 26D 1 LOCKSET BEST 93K7D15D-828 (LEVER HAND) 1 CLOSER NORTON 7500 H-BF-AL 1 SI STOP IVES 20 836p 1 SPRINGLATCH BEST 83T-7C-DL S3CS.-628-KEYED AT INT. 1 DOOR CLOSER NORTON 7500--BF-AL 6QCataO 1 DR.STOP HALER 10 x 3 16 GA. 32D 1 KICKPLATE HAGER 1OX34,16CA• 32D 1 PUL:. NIGER 9G 8"C. TOC. 32D 3 SILENCER IVES 20 10877 WATSON ROAD 1 SIL STOP IVES 407 Baso GROUP 0 M HAVE 1 DOOR STOP IVES 407 836D 10 7 WAOUIS. O ROA � 3 SILENCERS IVES 20 1 THRESHOLD NATIONAL GUARD �4.T2 0 1 KICKPLAIE HALER 10x34, 16pv. 320 GROUP 3 TO HAVE GROUP d 1n HAVE (EA WMIUSE AT DOLUE EAT D003127 R) 1 PADLOCK BEST 41B772X606. 6' 20 GA. MTL PROJECT MANAGERS \ 1 1/2 PR. BUTTS STANLEY FBB 191 4 1,12 x 4 1/2 NRP 25D SHANK PADLOCK (2') KEYED TO MATCH FRONT DOOR GiOUP 13 10 HAVE STUDS O 16' O.C. \ 1 1/2 PR, BUTTS STANLEY F199 179 4 1/2' X 4 1/2" 260 1 DETEX ALARM (BATTERY) 8010 GROUP 10 TO HAVE ALL HARDWARE BY DOOR AND CURTAIN WALL MANUFACTURER. \ 1 LOCKSET BEST 93K7D15D-826 (LEVER HAND)(TACTiLIE O DOOR#17) 1 THRESHOLD N.C.P. 425 2 PR BUTTS STANLEY - FBB 179K 4 1/2 x 4 1/2 28D DDDR To BE OPERABLE ONLY BY KEY. r PRQ \ 1 DR. STOP I NORTON 7500 H-BF-AL 1 SET WEATHERSTRIPPING N.G.P. /135N FATT 1 DETEX ALARM (BATTERY) ECL 9015 (CYLINDER KEYED BOTH SiDES) if 1/2' 16 GA. ^_ \ 1 DR. STOP IVES 407 838D 1 PULL HA;=ER 9G 8"C. TO C., 32D �► 511. STUD HEADER i �� G �� 1 DOOR CLOSER NORTON 7500 BF-AL LINTELS � WOOD SLIDING 3 SILENCERS IVES Y0 1 WIND CHAIN 3 SILENCERS IVES 20 � _ �.._ � O 1 LOCKGUARD-IVES 1 DOOR SWEEP -N.G.P. 102AV 1 DR STOP IVES 407 036D DOORS X184 32D (DOOR 117, ONLY) 1 VERTICAL ROD ASSEMBLY DETER VRA 143D 1 PUL4 HALER 9G - 8' C. TO C. 32D ---1/2' TYPE 'X' � 6 G IMPACT DOORS �� BOARD PROFESSIONAL GON _ PRM40ED BY ALUM. SWiNG fig` EXTERIOR FACE 11 5 8" NOTE: 20 MIN. RATED OF RECORD: o, TRU, INSTALLED PROVIDE DIAGONAL BRACING -� -L_ JAMES C. ALBERT • DOOR (MANUAL) O DOORS. OF WALL DOOR #23 TO 5��' ROLLING FIRE p °1 BY CONTR. RECEIVE FLUSH IC SHUTTER, TRACK STEEL LINTEL H.M. FRAME. 1/2" GYP. BOARD- (2) 3 5/8' 20 A HOOD f SEE STRUCT. I CA, MTL STUD 4 ,�,R• 314-821-1100 S C• p► �- 1 4 DWGS. 1/•22'')GYP- BOARD. 3 5/8' 20 GA. HEADER LINTELS -rt ~ / ' `' 1 : 7, i ,f., MTL STUD • 16' O.C. CAULK o EA. SIDE CONT. MTL INTERIOR EXTERIOR TEMP. USE WEATHER �� i TRACK - I• O / \ 6'20 GA. MTL GLASS TIGHT SEALANT STUDS O 16' 0 C. - CLOSET -- DOOR SWEEP GONDOLA CHANNEL s \ / AULK O 18 GA. H.M. FRAME (2) 2X6 LINTEL 12 EA D MTL DRIP �, SHIM AS REOD. (2) 6" 20 GA.- --- - EA. SIDE PROVIDE 'rIREE W/ PLWD. BTNM� DOOR WEATHER- LINE OF MASONRY o STRIPPING AT JAMB BEYOND .O 6. SCALE: MTL. STUD HEADER ji ANCHORS O JAMB ,, ALL EXTERIOR H.M. � 1/?w � ��-�w � N tlonal Office \ '" �--�_ LINTELS _ HARDWOOD CASING, _� DOORS-- K •� ALUM. C4x7.25 SiL. CHANNEL 1j4• CAUL BY CONTRACTOR �I � FASCIA dt FRAME: w% � -1I �- < 1 From Rood ,/8• CLEAR URETHANE _� l ^- ,y THRESHOLDOramuB, NJ 07682 \ / JAMB - WELDED TO 16 GA. H.M. FRAME--� � l GONDOLA CHANNEL - _ 16 GA. H.M. PROVIDE THREE (3) I -- - - FINISH. O O �, - - FRAME ANCHORS O JAMB "STANLEY -- -. _ . __-_ i 201) X99-7800 GROUT SOLID B' TRACK 'f 6' _ - - - GEOFFR . m***\H EAD (WE A3) _. ___________ __�DOOR ELEVATIaNS � __.5_s�4�_ .lw SCALE. , 4 _ + HEAD .o s. seALE. 1/2 = 177 e H EAD ,o TH RESHOLD This drawing Is the Exc:. sive Property of1'-0' C4x7. - STI. CHANNEL HEADTOYS Si US. The information shown may HEAD WELDED TO STL. 2 CHANNEL JAMBS .0 8. SCALE: 1 1/2' = 1'-0" .0 6. SCALE: 1 1/20 = 1'-0` .0 6. SCALE: 3" 1'-00 not be used nor the Drawings Reproduced SCALE: 1 1/2" 1'-Ow without permission of TOYS wFr US, PST 1/2' TYPE 'X• 1--20 MIN. RATED ROWNG FIRE C4x7.25 STL. CHANNEL 1%4" STL PLATE GYP. BOARD Location CAULK • 1/4' CERAMIC TILE JAMB - EXTEND TO GOND. (�•) SHUTTER TRACK I CAULK (TOP $ BOTTOM) IMPACT DOORS-- EA. SIDE Z^ 16 GA. H.M. FRAME- WHERE SHOWN IN CHANNEL ABOVE- WELD TO STANDARD 1 ANCHORS- (3) _ DOOR DIM_. PROVIDE THREE 1 SCHEDULE FIELD VERIFY WIDTH SUPPLIED BY TRU, PER JAMB �„ ' ANCHORS • JAMB -'- `-- - �` V.C.T. _ READ. SUPPLIED & TIGARD, OREC70N INSTALLED BY CONTR. I INSTALLED BY CONTRACTOR .. 1/2` GYP. B0. ' - t • � � _ • - CAULK • EA. EIDE 2) 3 5/8" 20 FLOOR ANGLE - _�____ ._---__ MARBLE SADDLE ��\ 6' MTLSTUDS --_-- I GA. MTL. STUDS 016 O.C. -----•- - _ - - - ---_ _. Qu) Drawing Tale WELD 1/4 STL. PLATES �, _-- -- - - - SCHEDULES AND } °C 3"x3'x1/4'x3' LONG O TOP A BOTTOM FOR �- 16 GA. H.M. `J - - DOOR FRAME ASSEMBLY 6' 18 GA. MTL. FRAME- CRUUT "' STL. ANGLE•-WELD TO IMPACT DOOR w/ 6 20 GA. MTL. \_(2) DETAILS (FIELD VERIFY SIZE 6t LOCATION) :► SOLID STUDS • 16 O.C. STUDS • JAMBS. L'_ .- ---- ._.. _ - _ -_ --- ----_ CHANNEL A ANCHOR PIVOT HARDWARE ,. EXTERIOR FACE �, 1/2' GYP. BOARD -- RQ SLAB w/ HIL11 SUPPLIED BY TRU, OF WALL -16 GA. H.M. FRAME OR PLASTIC p DUI�R DlM. �_ - �� HSL M-1? 75 INSTALLED BY CONTRACTOR Scale Date PROVIDE THREE (3) LAMINATL ON 1- - -w EXPANSION ANCHORS.- ATTACH TO PLATE PER AS NOTED ri"NS-ECTION, ALANT • EXT. • ANCHORS • JAMB FLAKEBOARD MFR'S RECOMMENDATIONS 1JAMB 3 JAMB g JAMB /09 p ! IMPACT Sheet No. SCALE: ,"_ ,'-0" .0 6. SCALE: 1 , 2" _ 1'- ' .0 8. SCALE: •� �_ 7 JAM13 RESHOLD 11 JAM�J c' .0 8. SCALE: 1 1/2w » 1'-0" / 0 1 1/2 1 0 .0 g, SCALE: 1 1/2 1 0 .0 6. SCALE: 1 1/2 1 0 .0 6. SCALE: 3 s 1 -0 w �- ■ w r • w r w A6 * 0 /0\ 10065 SW Cascade BUP 96-061301 15 of 35 IF THIS NOTICE APPEARS CLEANER THAN THF, OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !1llll;i lid! MI Iililll! !I!I!1!1!1!1! ! !I!1!I!�!i!Il1t !}!}li��!}!}! i rl�iri�h}! ! !}+}!1!�!}!}I ! ►}l111t�1}i}� ! t}i1�}!��}!,l i}l}!}i�l111i1� I}i}��I}!i►I� �!!I!}�j�lll 1 lil�llli lililllll IIII�II�IlIIII�III!lIIIIIIiII (llllllll�llII11111111111lIII IH1liill 11!!11111 LIfil!lllilllll!!!I IIi111111 IlN11NIIIN111111 IIII�iIli11111111NINH11111 Iln�tfnlifiilllu 1W111Nt ltlllitl) NNiifi iIN�iiil iII111tti UIllllll lIiflNll HI1111N 1111111t11ii111lliJIlli R 4 t FLS—FINISH_1SE__Y MO S• CID CENTER POINT OF CIRCLE CM 1. ALL FLOOR FINISH WORK IS TO BE DONE IN ACCORDANCE MATH 711E pHASINO CENTER POINT OF ELLIPSE PLAN, PROVIDED BY TOYS 'R' US. ANY DEVIATION FROM THAT PLAII IS TO BE Cil GEOFFREY MASCOT TO aE LOCATED HERE, MATERIAL TO 9E APPROVED BY THE OWNER IN WRITING PRIOR TO BEGINNING WORK. 1 2 3.5 DETERMINED. TOYS SUPPLIED S 6.5 8 9,b 10 �1 No VOti� tlon 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL REDUCING STRIPS WNFREVER VCT © EMERGENCY EXIT ROUTE, pROVTOE O.S.H.A. YELLOW STRIPPING MEETS EXPOSED CONCRETE SLAB, ON FLOOR ALONG ROUTE (PAINT). PERMIT APPUCATION C-0 ALL SPOKES IN EUJPSE RADIATE TO CENTER OF p ELIJPSE, SPOKES 3. SEE SHEET A8.0 FOR ROOM FINISH SCHEDULE. PERPENDICUU;R TO ELLIPSE.SF, AS S110WN. (TYP.) 4. ANY SAPPHIRE OR TEAL TILE N FIELD PATTERN, LESS THAN 50% OF 12" x 12' SHALL I I CUSTOMER iNFORM,MTION CENTER (C,I.C.) BE REPLACED BY DOMCO T2.000. 5. TiLE INSIDE THE RACETRACK, INCLUDING THE BORDER, IS TO BE INSTALLED WITH THE GRAIN OF THE TiLE ORIENTED IN ONE (1) DIRECTION, FRONT TO BACK. DO NOT ALTERNATE (CHECKERBOARD) THE GRAIN OF THE TiLE. I '� I I RACE iRACX I I i 10,_01 POWER . . . ! + I f ROOM ! ,. 114 VAUTI I - - -- ---- -- >, I I O - i. I I I RECEIVING 113 fillI . I �'� I PRE—SALES f PRE--SALES �•.' 112 . r 4 -j_5 112UMIr fo_e She' _ I OF h, ( I � LI IS VCT I EXIT CORRIDOR y `� l L i - -- - i I + Dr owing References =4� . LIJ 0 - - - - - _ No Drawings � •, NEW V.C.T. FLOOR TILE i T S O BE INSTALLED A fTQD PATTERN, SIIOtM{ IN BOX ABOVE 10� X 10� ( OVER THE TOP OF THE EXISTING FLOOR TILE. IS REPEATED ##NEVER IS S'HOIM! ON THE FINISH PLAN FOLLOW NEW TiLE MANUFACTURER'S . I ( ( SPECIFICATIONS FOR INSTALLATION. WHERE ,< ., �� ( 4 •_s• THE SALES FLOOR HAS BEEN EXPANDED INTOI AREAS WHERE THE EXISTING CONCRETE SLAB I -� M IS EXPOSED, THE CONTRACTOR IS TO INSTALL R —S VC TI VCT2 VCT3 VCT4 I • 8 J 25 -4 1 e" (2) LAYERS OF FLOOR TILE TO PROVIDE A 112 -`� Ft-USH FLOOR SURFACE PRIOR TO INSTALLING + 8)X OF IE OF 6X OF RACETRACK THE NEW FLOOR TILE. THE CONTRACTOR IS FIELD FIELD FIELD TO REPAIR OR REPLACE ALL BROKEN, INDENTED, l ENFIELD FLOOR PATTERN r - --_ -__ _.____- ._ ____-_________ �_______ _ I AND MISSING TiLES TO PROVIDE A SMOOTH •1!72 SEE DETAIL FIVE THIS SHEET I T -� SUBSTRATE FOR THE NEW FLOOR TILE, l 5.1 6.1 SCALE: 1/40 N Q /--- LIMITS V- 12_-o' 1'-0'INTERIQR FINISH .MATERIAL - L r✓ OF VCTCODE MERIAL MANUFACTURER ER/COLOR � r b 10,_8 t 2' LOCATION I CC1 COLUMN' COVER KOROSEAL WALL PROTECTION KOROCUANI D K-38 FERN. SHEET .040' COLUMNS Y' / I i I I i I I THICK, P1 HAIRCELL lEX TORE, 6' HIGH D i CG1 CORNFrR GUARD KOROSEAL WALL PROTECTION KOROGUARD THERMOFORMED K-38 FERN PARTITION CORNERS I i \ + / I .028' GAUGE, P1 HAIRCELL TEXTURE, �; '•• i I) 2'12"x3'-7' HIGH. OL CG2 CORNER GUARD KOROSEAL WALL PROTECTION KOROGLIARD THERMOFORMED K-38 FERN -"- - --_ ..— - --- - a• � � � I .028' GAUGE, PI HAIRCELL TEXTURE, COLUMN CORNERS / � D ` l 2'x2"x6'-0" HIGH. / I \ CT1 CERAMIC TiLE DAL TILE o D 10, ' ALES AREA o I LIMITS _�I D-789 PEARL WHITE (MATTE) 4 1/4' x 4 1/4' RESTROOM WALL TILE FIELDVCT I BID BATE: CTZ CERAMIC TILE DAL 11LE (PMS RUB. RED C2X) DM-1 vtRMILUON (GLOSS) 4 1/4" x 4 1/4" RESTROOM WALL TILE ACCENT lO1 CADD NAME: 6 A 1 PROJECT NO.: 6 9 _ CT3 CERAMIC TILE ' _ \ I �1i�6 0 DAL TILE (PMS /l42C) DM-12 MUSTARD (GLOSS) 4 1/4' x 4 1/4- RESTROOM WALL TILE ACCENT _ __ ®, � / RST 6 9' DRAWN ♦3Y: _SMM—_ 7� CHECKED BY: �cA ,_ CT4 CERAMIC TILE DAL TILE PMS __�. _.__. _.-_ i __� - CT5 CERAMIC TILE ( 1273 K-162 TEAL (GLOSS) 4 1/4' x 4 1/4" RESTROOM WALL TILE ACCENT I _ + PROTOTYPE [7ESIGM�ITI(N�l: DAL 71L.E PMS / 273aC) OM-14 COBALT (GLOSS) 4 1/4' x 4 i/4' RESTROOM WALL TILE ACCENT G �- I ]9fi7+8KCPU FtEY fad CTS CERAMIC TILE I I 1 fi _ _- _ � -� _ ___. DAL TILE PMS COOL BRAY 7C 1921 GRAY GRANITE VITRESTONE 8'x8"X5/16' RESTROOM FLOOR ME 'civ N, • i CTT6 CERAMIC TILE DAL TiLE PMS COOL GRAY 7C� \ ^ 63889 COVED BASE, COLOR GRAY GRANITE, RESTROOM WALL BASE I I \� Op \ � O IN HIGH x 8' NAGE, NER MA7CFIING + D I INSIDE/OUTSIDE CORNERS I \ ,� D CRI CRASH RAIL KOROSEAL WALL PROTECTION KOROGUARD SERIES C800, MODEL C800, WALL PARTITIONS n K-38 FERN, 8" HIGH x 1 1/4" WIDE N, l ti" + �1r%6�9 CO) 078' THICK WITH MATCHING END CAPS _ _ _ _ _ .� -- _. Ik-- �i —_ -— __ 10877 WATSON ROAD GRTI GROUT - - \-- --� Z `' --•--4 _ -- _ _ ___ -- _---�.-- � - _ _ ST. LOUIS, MO 63127 w/ CRT2 GROUT HYDROMENT CLASSIC BONE 96114 DESIGNER SERIES RESTROOM WALL GROUT - C HYDROMENT Dr-LOREAN GRAY 96635 DESIGNER SERIES RESTROOM FLOOR GROUT SPRINKLER ROOM 0 + _ ~�� PROJECT MANAGERS PL.AMI PLAS7IC LAMINATE NEVAMAR (PMS /33W,) S-3-43T MALLARD TEAL- TEXTURED 'FINISH MANAGER'S OFFICE108 + O e r + H-5 GRADE COUNT ROOM I �.- -_.._ �_��-F �/ 8 P�OF BREAK ROOM --_` // �� Es � WAINSCOT TO OCATE SPI ES IN RACETRACK •\.\� ' I 16'-0 t 6'� c�'L�" G s0 �- / PNTi PAINT SHERNAN NAIiIAMS SW1004 WHITE EXTEND LINES OM THE CENTER OF �D 4' 0 1 " 0 PNT2 PAINT `�ERNAN 'riAWAM5 WALL FIELD iNE ElJ_IPSE O 22'30` TO INSIDE '� Y' R SW14a2 TADS TURQUOISE DOORS • DOOR FRAMES ' ELLIPSE, THIS ARKS THE STARTING D AREA BETWEEN BUMPERS ON i T_ FOR THEI CENTER OF THE SPOKE, \� OD �° UMi15 PROFESSIONAL • MASONARY WALLS (IF REQUIRED) i`}SPOKE IS 'f0 BE INSTALLED %T OF. RECORD:POLY1 SOLiD PLASTIC COM TEC INDUSTRIES 5210 TEAL-STANDARD SERIES END+CULAi� TO THE CONCENTRIC �� '^ SECURITY ,� {p RESTRooM PARTITIONS ELLIPSES. ---- ROOM JAMES C. NL.BER SSM1 SOLID SURFACE MATERIAL NEVAMAR I /�� FOUNTAINHEAD FM-7-4 MITE MATRIX RESTROOM VANITY TOP D - O 115 314-621-1100. ' FS � VB1 VINYL BASE ----- -- _ # _ _ � ALLSTATE 20 TEAL. CONTRACTOR TO SUPPLY • INSTALL - - - • WALLS CONTACT ALLSTATE FOR DISTRIBUTOR r (718) 528-789 REGISTERS H VCTi VINYL. COMPOSITION TiLE DOMCMANNI T2000 FLOOR FIELD JANITOR .�0 L 117 N VCT2 VINYi. COMPOSITION TILE MANNINGTON 150 SAPPHIRE 12'x12'x1 8' HALL 25 -4 1 8 y VCT3 VINYL. COMPOSITION TILE MANNINGTON 1115 03 GOLDS, 12"x12'x1/av c�ANN rn ACCENT 110 EN r-� ( C.P.U. I A VCT4 ViNYi. COMPOSITION TILE MANNINGTON BREAK 111 1 ! 116 I O GOLDENROD. 12'x12"xt/�8' �__. ` i VCTS V1NYI. COMPOSITION TILE MANNINGTON 108 GERANIUM, 12"x12'x1/b' CONFETTI ACCENT O6 E �� -� 10 1 SERVICE Mt3Ft. TELCO VI VINYI_ WALL COVERING GUARD ICON BORDER RVI OFFICE TELCO N conal Office "STIPPLE' L510 GARDENIA, TYPE II MANAGERS OFFICE 103 E I • H O -�� ROOM 24 OZ. OSNABURG, 53 WIDE' 4 1 From Road COUNT ROOM `^J ! � ,�____ Cli'0 124 0 I P ramus, NJ 07652 DLR, OFFICE , , ( 01) 599-7800 '— A H 4 a 119 � A GEOFFREY " - I 11 C� A A A 'TRAIN'ROOMING - -� - _ �_. 4_ A This drawing is the Exclusive Property of CLO T WOM VE TiBULE EQUIPMENTTOYS "A" US. The information bhown may P.U. ROOM y ELLIPSE i AY- 'T�4g, 105 104 107 I 1 2 VESTIBULE not be used nor the Drawings Reproduced i I - A - MAJOR AXIS -_- - - ----- _-- /. ___._`- - - - - I _ =�_ __ ! ROOM without permisslonhof TOYS "R" CJS. 'DOMCO T2000' O "GERANIUM' GEOFFREY ICON B' - MINOR AXIS t V1:T1 VCT 5 lO SUPPLIED BY TRU F - FOCAL POINT 1 ----__ _ 122 1 - INSTALLED BY CONiR. F' •• FOCAL POINT 2 I 121 Location t�7G PENCIL 8 'SAPPHIRE' CARPET I I I I I i VCT2 F CPT O VCT1, VCT2, VC T3 ELLIPSE CONSTRUCTION: I TIGARD,DRIVECONCRETE NA"-S AT OREGON C "AGEAH' EXPOSED CONC. FOCAL POINTS (F & F') (DO I VCT3 OGW/ SEALER NOT DOWN )DRIVE TiE (1)9ENNDMOF END OF NG 3'3 4.'I 5.1 8.8 7.2 7.9 9.5 8,9 Titles TO F, AND TILE OTHER fND Drawing f < VCT4 ENR17D YELLOW � CTG.RAMIC TiLE TO THEN STRETCH STRING INTERIOR FINISH ST G. RUN PENCIL ALONG 1 STRING FROM B' TO A' IN 8 9 10 11 EALIIPSPLAN AND QUADRANT TO MARK 2 3 4 5 7 DETAILS s VCT ACCENT COLOR KEY Scale Data STRING LENGTH- FG + G r AS NOTED STRING LENGTH - 59'-0" + 59'-0" r STRING LENGTH - 118'-0' SCALE: NONE Sheet No. 10065 SW Cascade FLOOR FINISH PLAN.. PLAN NORTH UP 96-0613 SCALE: 1/16* 0 • 16 of 35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. 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I!I!I!i�l!I!i!I I f!I!I f�l!I�i I�I !I�I I)I)!! , INCH I IN 04IfU1 I III�IIII!IIII�IIlI!lIII{II{I3 z!III�III;;!1111!11lII►III!II!! 1111!1111 Illi.,„1 i.ii!::ilJ.i..l,,il1!-iliii►ilJlri!.illiit.,illii13 ;tiillNtliiii!lisilJlIli•,iillifilllllfliiiilifiit,titliiiliiittiiii, IIlI!Niillifl!I,It�illllitn�llll!III,t111I!11ilJ1111l.i11!°IIIl11iI!111111:iilinilliii�iili!�I-•IJyI�II; !III { nl f II II , °i Ii1 r! it 111 1 11 1 t 1 1 In nh I tl 1 +• GENERAL NOTES Revisions No Date Descrip tion -, `� PERMIT APPUCA71ON REIN<<II�1^t~n 1AASrNRY_ MFTA1 ROOF DECK: SPECIALINSP� S; 1• BUILDING CnOE - 1904 UNIFORM BUILD CJI/E 1. REINhORC,'ED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, fm OF I. METAL. ROOF DECK SHALT COMPLY WiTH THE REQUIREMENTS CA THE TEFL DECK i. INE OWNER WILL EMPLOY iNE S NtW 4" CON(. Si AB 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING Y0 INSTITUTE SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK 1992). TO PROVIDE SPECIA! INSPECTIONS DURING C.ONSTRUCT,ONECOMP01NGNTOESSETCXI W/ 64-W1.4 x W1.4WIMF Z. GROUND SNOW ILIAL - 25 PSF ON ASTM 090, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORiAR SHALL CONFORM TO ASTM C270, TYPE S. GROUT SHALL 2. METAL ROOF DECK AND ITS ATTACHMENT TO THE STRUCTURE SHALL BE 308 OF nIF UNIFORM bUILL`ING CODE FOR THE FOLLOWING ___ WD 3. NAND - So MPH CONFORM To ASTM C476. � - /4 O 24' O.C. DESIGNED BY THE MANUFACTURER. THE MANUFACTURER'S ENGINEER SHALL BE A. CONCRETE: Ct)OR. W/ ELECT. ORWGS DRILL 6` POCKET 4• SEISMIC - ZONE 3 RESPONSIBLE FOR THE DESIGN ADEQUACY AND SAFETY OF ALL METAL ROOF DECK. PROVIDE INSPECTIONS DURING THE TAKING OF TEST SPECIMENS AND 2. REINFORCING BARS SHALT CONFORM TO AS1T,1 A615, GRADE 60, UNLESS NOTED ALL SHOP DRAWINGS SHALL B SIGNED AND SEALED BY RHE MANUFACTURER'S PLACING Of REINFORCED CONCRETE ) AND GROUT SOLID O DWL OTHERWISE. ENGINEER WITH THE ENGINEER'S SEAL FOR THE STATE WHERE THE STRUCTURE IS (EXIT SLABS ON GRADE). LOCATIONS ,l. CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZE? LOCATED. T3. REINFORCING STEEL: " F01 INDAIJONS. TRUSS TYPE FABRICATED UNITS SAtI1H A SINGLE PAIR OF g GAUD _�QiN. E SIDE RODS 3. METAL ROOF DECK SHALL BE CONFIGURATiON, DEPTH AND MINIMUM GAGE AS PROVIDE INSPECTIONS FOR CONFORMANCE W1,H THE APPROVED PLANS AND 9 GAUGE CONTiNUOUS DIAGONAL CROSS RODS FABRICATED FROM COLO- SHOWN ON ME DRAWINGS. ATTACHMENT TO THE SUPPORTING STRUCTURE SHALL PRIOR TO CLOSING OF FORMS OR THE DELIVERY OF CONCRETE TO THE -DRAWN STEER WiRE COMPLYING WITH ASTM A82. JOINT REINFORCING SHALL BE 9E AS SHOWN ON THE DRAWINGS AS A MINIMUM. SEE ROOF PLAN NOTES. JOB ATE. I. THE FOUNDATION HAS BEEN DESIGNEC IN ACCORDANCE WiTH THE SPACED AT to n r. VERTICALLY IN ALL MASONRY WALLS. RECOMMENDATIONS MADE IN THE 'SOILS AND FOUNDATION INVESTIGATION' 4. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL, CHINS. 4. DO NOT HANG OR SUPPORT ANY LOADS FROM METAL ROOF DECK. C. WELDING: EXIST. PREPARED BY BRAUN INTERIEC NORTHWEST DATED NOVEMBER 21, 1994 HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS SLAB 2. ACROSS VERTICAL CONTROL. JOINYS. JOINT REINFORCING SHALL BE STOPPED 5. METAL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF THREE SPANS. PROVIDE PERIODIC INSPECTIONS OF ALL. WELDING INCLUDING WELDING OF ALLOWABLE EITHER SIDE OF VERTICe.: CONTROL JOINTS. METAL ROOF DECK. INSPECTOR SHALL CHECK QUALIFICATIONS OF WELDERS WD+ 2x�"` SPREAD FOOTINGS SHALL BEAR (NI 2.0 KSF SOIL CAPABLE OF SUSTAINING A NET NG 8. METAL ROOF DECK WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AT START OF THE WORK AND MAKE FINAL INSPECTION OF ALL WELDS FOR -�_--_. AND 2.0 KSF FOR NCONTi UOUS WALL FOOTINGS UNLEIR�FULL SERVICE LIVEnAND 5. ALL REINFORCED CELLS, ALL CELL:: BELOW GRADE AND ALL CELLS BELOW FINISH AND INSPECTIONS. SEE QUALITY ASSURANCE GCNERAL NOTES AND PROJECT COAiPUANCE PRIOR T? COMPLETION OF WELDING. INSPECTION IS NOT DEAD LOAD. FLOOR SHAM BE GROUTED SOLIF SPECIFICATIONS. REQUIRED FOR WELDING DONE N AN APPROVED FABRICATOR'S SHOP. 3. FOOTINGS MAY BE POURED INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS 6 ALL EXTERIOR MASONRY WALLS ARE TO RECEIVE ICON/W.R. GRACE INSULATION. D, HIGH STRENGTH BOLTING: SECTION UNDERFLOORPERMIT, ICON/W.R. GRACE INSULATION SHALL BE REMOVED FROM MASONRY UNITS MISCELLANEOU PROVIDE INSPECTIONS PER LIBC STANDARD 27-7 FOR BOLTS CONSIDERED THAT ARE TO BE USED FOR BOND BEAMS OR MASONRY LINTELS. DO NOT REMOVE SAS NOT BEING SUP CRITICAL NOR SURE ' DUCT ' �T TO DIRECT TENSION. 4. ALL HEARING la'11O CON SHALL BE INSPECTED BY THE INDEPENDENT TESTING I. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO E. SPECIAL t>2ADING, EXCAVATION AND FILLING: NTS AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT 11=STING AGENCY REINFORCING, UNLESS NOTED OTHERWISE SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THS BEARING MATERIAL. PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. (APPENDIX)70 FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRFD 7. WHEN A F OUNDATiON DOWEL DOES NOT UNE UP WITH A VERTICAL BLOC.,( CORE, PROVIDE INSPECTIONS TO SATISFY REQUIREMENTS OF CHAPTER 29 AND IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL_ IN 6 VERTICAL. DOWELS 2• STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL AND CHAPk ) OF THE UNIFORM BUILDING CODE DURING 5, BOTTOM OF EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF BLL F. CAVAiIONELOW FINAL MAY BE GROUTED INTO A CEIN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN MECHANICAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SUCH EARTHWORK S, GRADING AND FILLING OPERATIONS. EXTERIOR GRADE FOR FROST PROTECTION. AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. REQUIREMENTS INTO THEIR SHOP DRAWINGS AND WORK. 2. THE CONTRACTOR WILL EMPLOY THE SERVICES OF ONE OR MORE SPECIAL 6. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE EM ARE AGAINST BACKFILUNG 8. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. 3. NO OPENINGS SHALL HE MADE IN ANY STRUCTiJRAL MEMBER WINOUT THE INSPECTORS ACCEPTABLE TO THE OWNER TO PROVIDE SPECiAL INSPECTIONS PRESSI ,?ES UNTIL FLOOR SLA®S AT TDF' AND BOTTOM ARE IN PLACE. WRITTEN APPROVAL OF THE PROFESSIONAL OF RECORD. DURING CONSTRUCTION COMPLYING TO SECTION 306 OF THE UNIT ORM BUILDING J 7. 9, SPLICED REINFORCING SHALL BE LAPPED 48 BAR DL.METERS OR 24 INCHES, CODE FOR THE FOLLOWING: WEIERE FOUNDATION WALLS i ARE TO HAVE EARTH PLACED ON EACH SIDE, PLACE WHICHEVER iS GREATER SPLICED BARS SHALL BE WIRED TOGETHER. 4. NO CHANGE IN SIZE OR DIMENSION OF STRUCTURAL MEMBERS SHALL BE MADEE0 EU. FILL SIMULTANEOUSLY SO AS TO MAINTAIN A COMMON ELEVATION ON EACH SIDE WITHOUT THE Wh",rTF-I4 APPROVAL OF THE PROFESSIONAL OF RECORD. A. STRUCTURAL MASONRY: ! . OF THE WALL. 10. VERTICAL BARS SHALL BE HELD N POSITION AT TOP AND BOTTOM AND AT PROVIDE PERIODIC INSPECTIONS DURING PLACING OF MASONRY UNITS Lu INTERVALS NOT EXCEEDING 200 DIAMETERS OF THE REINFORCING, NOR 10 FEET. 5. OPENINGS V-4' AND LESS ON A SIDE ARE GENERALLY NOT SHOWN ON THE PLACEMENT OF REINFORCING, INSPECTION OF GROUT SPACE, IMMEDLA�ELY I i 8. FOUNDATION WORK SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND STRLICTURAL DRAWINGS. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS PRIOR TO (LOSING OF CIEANOUTS, AND DURING GROUTING OPERATIONS INSPECTIONS SEE DIVISION 2 SPECIFICATIONS. M VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEARANCE OF 3/4 OF FOR SUCH OPENINGS. SAMPLE AND TEST MASONRY UNITS FOR COMPRESSION STRENGTH IN Y AN INCH FROM THE MASONRY AND NOT LESS THAN ONE BAR DIAMETER ACCORDANCE WITH ASTM 0140 ONE SAMPLE FOR EACH 5000 SQUARE I O O BETWEEN BARS. 6. 111E CONTRACTOR 15 RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION F"LET OF WALL. AREA. SAMPLE AND TEST GROUT FOR COMPRESSIVE LOAD IMPOSED UPON STRUCILRAL FRAMING. CONSTRUCTION LOADS SHALL NOT STRENGTH IN ACCORDANCE WITH ASTM L1019, ONE SAMPLE FOR EACH • 12. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO EXCEED THE DESIGN CAPACITY OF THE FRAMING AT THE TiME THE LOADS ARE: 5000 SQUARE FEET OF WALL AREA, +, 80 -a- DraYV�n References MAINTAIN A COVTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 2 1/2" X 3". IMPOSED. I I. CONCRETE SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH AND DENSITY, IN 13. GROUTING SHALL CF STOPPED 1-1/2' BELOW THE 10P OF A COURSE SO AS TO 7. THE STRUCTURE IS DESIGNED TO FUNCTION AS 3. THE SPtC1Al INSPECTOR SHALT BE A QUALIFIED PERSON WHO SHALL gs ACCORDANCE WITH THE FOLLGNANG: A UNIT UPON COMPLETION. THE DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL I O O i�4` t. 0 FORM A KEY AT THE: POUR JOINT. CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL. TEMPORARY BRACING AND/ FOR INSPECTION Of THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION : NO Dff]WIII STRENGTH DENSITY OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S FtOR iNNG SPECIAL INSPECTION. � PSI PCF 14. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN ONE CONSTRUCTION METHODS AND/OR SEQUENCES. I 1 I/2' S2 VESTIBUI E F JUNDATIUN At ROOF P:_ANS t SCHEDULES P EXTERIOR SLABS, CURBS, SIDiWALKS 40(X) 145 CONTINUOUS OPERATION. 4. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: ALL OTHER CONCRETE (U.N.O.) 3000 145 S. DO NOT SCALP THESE DRAWINGS, USE DIMENSIONS. N A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR S3 SiiBULF_ FOUNDA11 & ROOF DETAILS 15. ALL BOLTS, ANCHORS, ETC., INSERTED IN 11.1E WALLS, SHALL BE GR(X11T:D SOLID JE 2. SLUMP OF CONCRETE SHALL NOT EXCEED 4" UNLESS A HIGH RANGE INTO POSITION. 9. CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RCCOGNIZE CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. WATER-REDUCING ADMIXTURE IS USED. THE SLUMP OF CONCRETE PRIOR TO AND CONSIDER THE CONSTRUCTION OF IHERMAI MOVEMENTS OF STRUCTURAL ELEMENTS 4 ANCHOR BOLT 2 ANCHORBOLT AQOITiON OF A HIGH RANGE WATER-REDUCING ADMIXTURE SHALL NOT EXCEED 16. REINFORCED MASONRY HAS BEEN DESIGNED USING VALUES FOR CONSTRUCTION DURING THE CONSTRl1CT10N PERIOD. i THE SPECIAL INSPECTOR SHALL FURNISH INSPECT10N REPORTS TO iNE WITH SPECIAL INSPECTION. BUILDING OFFICIAL, THE PROFESSIONAL OF RECORD, AND THE CONTRACTOR. BASE PLATE BASE PLATE 4 . E SLUMP OF CONCRETE CONTAINING A NIGH RANGE WATER-REDUCING 10. THE CONTRACTOR SHAWL INFORM THE PROFESSIONAL OF' RECORD IN WRITING OF ALL DISCREPANCIES SHAD BE BROUGHT TO THE IMMEDIATE AITENTTON OF ADMIXTURE SHALL. NOT EXCEED 10 17. REINFORCED MASONRY WORK SHALL BE SUBJECT TO QUALITY ASSURANCE THE CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE ANY DF_VIATiON FROM THF CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT• PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICAL, 3. CONCRETE EXPOSED TO WEATHER SHALL BE PLR-ENTRAINED. AIR CONTENT TESTING AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND BE RELIEVED OF THE RESPONSIBILITY OF SUCH OEVIATION BY THE PROFESSIONAL PROJECT SPECIFICATIONS. OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC., UNLESS THF. C. -HE SPECIAL INSPECTOR SMALL SUBMIT A FINAL SIGNED REPORT STATING NOTE: SEE COLUMN SCHEDULE FOR COLUMN BASE PLATE WMI ALL BE BETWEEN 4 AND 8 PERCENT. CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF WHETHER THE WOFt�( REQUIRING SPECIAL INSPECTION WAS, TO THE BEST AND ANCHOR BOLT SiZES. SEE TYPICAL COLUMN BASE 4. THE NOMINAL MAXIMUM AGGREGATE SIZE SFHALJ_ BE A MiNIMUM OF 3/4'. SUCH DEVIATION AT THE TiME CN SUBMISSION, AND THE PROFESSIONAL. OF OF THE INSPECTORS EQUIRI DOE, E CONFORMANCE WITH THE HE BEST DETAIL FOR ANCHOR BOLT LENGTHS. .STRUCTURAL STEEL: RECORD HAS GIVEN WRITTEN APPROVAL TO NE SPECIFIC DEVIATION. PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS S. THE MINIMUM PORTLAND CEMENT CONiFNT (ASTM (150) OF- AL� CONCRETE SHALL OF THE CODE. , ' CONFORM TO THE FOLLOWING TABLE. (FLYASH NOT PERMITTED I. STEEL SHALL CONFORM TO THE FOLLOWING GRADES: COMPRESSIVE MINIMUM CEMENT CONTENT (POUNDS PER CUBIC YARD) 5. WHERE SPECIAL INSPECTION REQUIREMENTS DUPLICATE THE REQUIREMENTS OF TYPICAL BASE PLATE DETAILS COMPRESSIVE ALL CT CHANNELS, ANGLES, PLATES.S, FTC. (LINO) A50 �Al TTY ASSURANCE., SPECIFIED OUALiTY ASSURANCE TESTING, DUPLICATE INSPECTIONS SHALL NOT BE STRENGTH NON-AIR ENTRAINED AIR ENTRAINED STRUCTURAL_ TUBE A500 Fy46 REQUIRED. (Pg) CONCRETE CONCRETE STEEL PIPE 1. THE OWNER WILL EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT 3000 470 ANCHOR BOLTS A307 Fy�353 TESTING AGENCY TO PROVIDE QUAUTY ASSURANCE TESTING AND INSPECTIONS 517 4000 564 BOLTS A325 FOR WORK SPECIFIED UNDER DIVISIONS 2, 3 ANU 5. THE CONTRACTOR WILL. 611 WELDING ELECTRODES F.70XX EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDANT TESTING AGENCY 6. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR REVIEW WELL IN 2. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCEPTABLE TO THE OWNER TO PROVIDE QUALITY ASSURANCE TESTING AND EDGE OF ADVANCE OF CONCRETE PLACEMENT. CONCRETE MIX DESIGN SHALL INCLUDE ALL ACCORDANCE IMIT}H THE AISC CODE OF STANDARD PRACTICE 1986), EXCE.P r AS SHALL BE U FOR WORK HE STATE E UNDER DIVISION 4. THE TESTING AGENCY - JOISTS STRENGTIH DATA NECESSARY TO SHOW COMPUANCE NTH THE PROJECT ( SHALL GTI LICENSED IN THE STATE WFHE.RE IER STRUCTURE IS LOCATED AND SPECIFICATIONS FOR EITHER THE TRIAL BATCH OR FiELD EXPERIENCE METHOD MODIFIED IN THESE NOTES AND THE PROJECT SPECIFICATIONS. ALL TESTING AND INSF'EC�IONS SHALL BE PER�ORMLD UNDER THE SUPER�ASIONOUTLINE OF INSIDE. -OUTLINE OF IN5T0 AND SHALL BE CERTIFIED BY AN ENGINEER REGISTERED IN THE STATE WHERE OF AN ENGINEER REGISTERED IN THE STATE WHERE THE STRUCTURE 15 LOCATED. 4 FACE OF RTU CURB FACE OF RTU CURB THE STRUCTURE 15 LOCATED. 3. THE STEEL STRUCTURE IS A NOCMN -Si1PF'OR TINGMETA STEEL FRAME AND IS 2. FAILURE GF QUAUTY ASSURANCE TESTING AND INSPECTION" TO DETECT ANY EXISTING EXISTING EXISTING EXISTING DEPENDENT UPON DIAPHRAGM ACTION OF THE METAL ROOF DECK AND EXISTING BEAM OR JOIST BEAM OR JOIST BEAM OR JOIST ATTACHMENT TO THE MASONRY WALLS FOR STABICTY AND FOR RESISTANCE TO DEFECTIVE WORK OR MATERIAL_ SHAH_ NOT IN ANY WAY PREVENT LATER BEAM OR JOIST BEAM OR JOIST 7. REINFORCING SHALL CONFORM TO ASTiIA A615, GR6U, UNLESS NOTED 011IERIMSE WIN'S AND SEISMIC FORCES. PROVIDE ALL TEMPORA;Y SUPPORTS REQUIRED FOR REJECTION WHEN SUCH DEFECT IS NOTED NOR SHALL IT OBLIGATE THE OWNER'`; - "---- ��- STA,BILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL RIESE REPRESENTATIVE FOR FiNAL ACCEPTANCE. 8. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ELEMENTS ARE COMPLETE AND ARE CAPABLE OF PROVIDING THIS SUPPORT. A3. SEE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS FOR 9. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN QUALITY ASSURANCE A - ACCORDANCE WITIHACIDETAILING MANUAL 1988 (SP-66). 4. THE FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS. TESTING AND INSPECTIONS. - CONNECTIONS SHOWN ON TNF STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE 10. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACf_D WITH NECESSARY ONLY Ih 'ENDED TO SHOW THE RELATTONS141P OF' MEMBERS CONNECTED. LDGE OF I ( � BID DATA; CONJECIION DETAIL.T INDICATED CNJ THE DRAWINGS SHALL BE INCORPORATED 4• THE TESTING AGENCY AND ITS REPRESENTATIVES ARE NOT AUTHJRIZEO TO JOISTS- L3x3x1/4 ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE INTO FABRICATOR'S CONNECTION DESIGN. SEE SPECIFICATIONS. ALL SHOP REVOKE, ALTER, REL AX, ENLARGE OR RELEASE ANY PORTiOrN OF THE WORK, AS REQ'D. TO C.ADD NAME: .TP9-_ Z5QL._ PROJECT N0.: .8 09`_ WITH (RSI "MANUAL OF STANDARD PRACTICE' (1988). DRAWINGS SHALL. BE SIGNED AND SEALED BY 111E FABRICATOR'S ENGINEER WIN PERFORM ANY DUTIES OF THE CONTRACTOR, OR BE A PARTY TG SCHEDULING �.__.____t. I I FT2AME OPENINGS THE ENGINEER'S SEAL FOR THE STA% WHERE ThIE STRUCTURE IS LOCATED. WORK. A I II DRAIN BY; _RBI CHECKED BY: 11, WNIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE: ENGINEER'S SEAL MAY BE QUALIFIED FOR DESIGN OF CONNECTIONS ONLY.-' FNO]IS: - PROTOTYPE DESIGNATION: 199748KCPU REy. 201! UNFORMED SURFACE IN CONTACT WITH THE GROUND. 3 iN. 5. THE CONTRACTOR SHALL NOTIFY THE TESTING AGENCY AND THE OWNER'S UT ROOF DECK ONLY O i I J 5. SPLICING OF STEEL MEMBERS, UNLESS SHOWN ON THE DRAWINGS, IS PROHIBITED REPRESENTATIVE A MINIMUM OF 24 HOURS IN ADVANCE OF ALL WORK REQUIRING ROOF OPENINGS. �� FORMED SURFACES EXPOSED TO EARTH OR WEATHER, WITFHOUT WRITTEN APPROVAL OF THE ARCHITECT. QUALITY ASSURANCE TESTING AND INSPECTIONS AND AL'- REASONABLE FACILITIES 2.REFER TO ROOF" FRAMN�• SHAD_ BE MADE AVAILABLE FOR TECHNICIANS. REFS FUR RTU SCHEDULE, 9ARS AND LARGER 6. UNLESS NOTfU OTHERWISE, BEAMS SHALL BEAR B' MINIMUM ON CONCRETE OR SI ES AND I.CJCA11ON5. "� + \ i 2 IN. MASONRY. UNLESS NOTED OTHERWISE, ANCHOR BEAMS TO MASONRY WITH TWO 6. RECCRDS OF INSPECTIONS SHALL HE KEPT AVAILABLE TO THE BUILDING OFFICIAL 5 JA IN BARS AND SMALLER 1-•1/2 IN. (2) 3/4" DIAMETER ANCHOR BOLTS WIN 4- HOOK AND V-4' EMBEDMENT, DURING PROGRESS OF THE WORK AND FOR TWO YEARS AFTER COMPLETION OF _ e THE PROJECT. RECORDS SHALL BE PRESERVED BY 'THE INDEPENDENT TESTING L3x3xl/4 -- FORMED SURFACES NOT EXPOSED TO EARTH OR WEATHER: . L ST1 EL WORK SHALT BE SUBJECT TO QUALITY ASSURANCE TESTING AGENCY. 7STRUCTURAI I AS REQ'0. TO I I 1 BEAMS, GIRDERS, AND COLUMNS 1- 1/2 IN. AND INSPECTIONS. SEE QUALITY ASSURANCE GENERAL NOTES AND PROJECT 10877 WATSON ROAD SAW CUT OR 'T` SHAPED L3x3x1/4--- FRAME OPENINGS SLABS, WALLS, AND JOISTS PLASTIC CONTROL JOINTS AS RFQ'D. TO I I I I i $T. LOUIS, MO 63127 -1.4 SLOPE (AT CONTRACTOR'S OPnOh)---7 FRAME OPEFIINGS ' U " i PROJECT MANAGERS 1 BARS AND SMALLER SLAB ON GRADE -- •� _ 0 112 IN. ' - -- .___ --- --- 4 AND r18 BARS 1- 1 2 IN. SLAB ON GRADE - - E� FR OFA 12 LAP SPLICES SHALL BE IN ACCORDANCE WITHNO THE FOLLOWING TABLE, UNI, U � ! 1.IU CU 4 IINDE N � B L4x4x1/4 U D£ B B 1 ��5 s r N NOTED OTHERWISE. WHERE CLASSES ARE NOT CALLED OUT ON DRAWINGS, USE �' - RTU CURB (TYP Lox 1URB TYP _ PROVIDE JJOIdST , CLASS 'B' SPLICES. c>~ PROVIDE DOST 0 r ._ e c- STRUT AS REQ'D. - LJ STRUT AS RST - a TENSION SPLICES (INCHES) COMPRESSION SPLICES , SEE TYP. /01ST Q' LOAD STRUT DETAIL SEE TYP. JOLTBAR II c (INCHES) c��x" °��A�' ocTRSPt „ LOAD STRUT DETAIL N d SIZE TAP BBARS OTHER 6 ARS T/10 SAW (CUT SLAB WITHIN 12 HOURS TYPICAL RTU SUPPORTPROFESS!I�NAL , %4A (.i,'4" ��,!„A CI, AFTER SLAB HAS BEEN PLACED. - TYPICAL RTU SUPPORT OF RECORD: 19 3 261 29 16 2G i2 JAMES C AL© _ r FS C. A��H`� ' CONSTRUCTION JOINT CONTROL JOINT S 2; 35 21 27 19 314-821-•11E9' � 35 48 27 35 ?j 7 48 62 37 48 26 80 0 413 63 30 SLAB JOINT DETAILS -EXIST, 38 MASONRY WALL 80 104 61 80 34 10 101 131 7D 101 11 125 162 96 125 42 ---(3)--f 4 X 6'-0- LONG IN N SLAB ON GRADE AT COLUMN STEEL LINTEL i 2 PRESSION DOWEL RIC ONE 22 BAR DIOI.S O S WHERE NO CONSTRUCTION OR SEE SCHEDULE LAP WELDED HARE FABRIC ONE SPACING OF CROFTS WIRES PLUS Y• �� CONTROL_ JOINT OCCURS National Office li 13. BASE PLATES, ANC3'iOR BOlT5, SUPPORT ANGLES, ETC., BELOW GRADE SHALL BE EXISITING EXi51TTNC _ _ _ 461 From Ra COVERED W�T74 A MINIMUM OF 3' OF CONCRETE. -HEAM OR JOIST - -, ad 1 _ BEAM OR JOIST 4. CONCRETE WORK `'SHALL BE SUBJECT TO QUALITY ASSURANCE TESTING AND �- / ; Ar INSPECTIONS. SEE QUAD Paramus. NJ 07G52 SPECIFICATIONS TY ASSURANCE GENERAL NOTES AND PROJECT "' � - ` (201) 599-7800 1-, L3x3xl/4 (TYP.) _ / r -- - - -, , I PROVIDE ANGLES AS -•- - --_ --�' __. _ _____ �- _- ! - _ y �/% j, GEOFFREY rJON5TRUCTiQN QR REOTO FRAME OPENING. PROVIDE DE JOIST STRUT AS - COLUMN f CONTROL JOINTS REQ'0. SEE TYP. JOIST LOAD _ �% / This drawing �s the Exclusive Property of A I /� ! !�-- A / TOYS "`�" -JS. The Information shown may STRUT DETAIL. ! Rr, ��"�-3 4' GROUT not be u:I�d for the Drawings Reproduced - 1/2" PREMOLDED FIRER. 7 PLAN NOTE: i �! ,k--e / without permission of TOYS '9" US. I TYP. ROOF OPENING: DETAIL j I REMOVE EXIST. MASONRY fIf.ISF1 FLOOR SHOWN REBUILD W/ NEW Location SHOWN APPLIES TO ALL ROOF L i "t' --.-----.- �_. / MASONRY TOOTHED TO �- - --- BASE PLATE OPENINGS WHERE LEAST - EXISTING. BOTTOM OF T� DIMENSION IS 13" OR LARGER. _F TIGARD, OREGON BASE PLATE 1/4" LEVELING PLATE i i COLUMN REINFORCE ROOF OPENINGS EXISTING I (OPTIONAL) I LESS THAN 13" BY WELDING ' � /--BEAM OR JOIST (2) 3/4" DIA. ANCHOR 1 l -1/2" PREMOLDED FILLER 16 GAGE SHEET MF rAL i'-0' i _ V I� --GROUT I I �-4• INTO Drawing - I I 3/ BOLTS W/ 4 HOOK. SLAB ON GRADE 18 EMBEDDED WIDER THAN OPENING TO - 1 WALL BELOW Title i METAL ROOF PECK. � TOP OF FOOTING ^' -- ANCHOR BOLTS- OR PILASTER- SEE TYPICAL BASE WHERE DIMENSION "E" IS LESS PLATE DETAIL GENERAL NOTES 4s ' THAN !~' ANGLE MAY BVE E (1) p5 RT. (W/ j4 OWL. SEE PLAN � 8 6 GROUT CELL SOLID INTO FTC. TO MATCH) 7L OMITTED. & TYPICAL DETAILS I, � • �" 4�T) _4 i B-_-B Scale pate SECTION DETAILS SHOWN ON THIS SHEET ARE APPLICABLE TIHROUGHOUT THE DESIGN TYP, STEEL LINTELBRIG. ' "uTEa1 )(P. . DRAWINGS. THESE DETAILS ARE DEFINED AS GENERAL. STANDARDS THAT si,@@t NO. TYPICAL COLUMN BASE SLAB COLUMN ARE USUALLY NOT IDESTiFIED BY SPECIFIC REFERENCE WITHIN THE DETAIL DRAWINGS. THESE DETAILS MAY BE MODIFIED OR SUPERCEEDED BY 0 SPECIFIC DETAILS THAT ARE REFERENCED WITHIN THE DRAWINGS. EXI "ZoT, WALL S1 E 1(1065 SW Cascade Now BUP 96-0613 18 of 35 IF THIS NOTIC APPEARS CLEARER THAN T.IE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. N11CROF11 MED f!l!1►111 1►1+ !I I!IIMI�I!M' !1�1�1��!1t1! !1�1�Jill1!i!1! !1!1!1!!!1!11 ! !iiia !mi1! ! !1ti1!;!�ii►ii �1!1�1��11�1! �1�1!1!��1�,i �1�1��i��1i1�1� o1i1��)��I�� !�!�� I�I]lt �I�lillilei!Illli!iir!Iii!I!!!ihi!!!III!1!!l11lIUi1!!I !!1111!!! !u!!!!I! i!I!!!!iIi!!i!1nr1ln11nni1n111ln 11!!11111 ii!!I!f(Ii!!I(II(.I!iI!IIII I171111!II!IIIIIII!III!!!II!1!111!!!I!II! 11111111; IIlIiI!111111111''?11111i!�T auh111 Illllntt lnlllnllnnlllnlnnlnnlm1111!fit►+! ROOF PLAN NOTES: SLAB SCHEDULE I Revisions I. SEE SHEET St FOR GENERAL NOTES AND TYPICAL DETAILS. I LOCATION THICKNESS do REINF. SUBBASE - -- � J - - -- f- - � � _ No ata Dow tion - - f�1 1. .1 - - -- I PERMIT APPLICATION - - J ----- --- - -- J 2. 'fC�P OF STEF1 (T.O.S.) EQUALS TOP (?F STEEL JOIST/UNDERSIDE OF METAL SLAB ON GRADE_ 4' CONC. SLAB ON GRADE fi MIL VAPOR BARRIER , 1 DECK. BEAMS AND JOIST GIRDERS REFERENCED +/-- FROM TOP OF STEEL. k 4' GRAVEL SUBBASE I I I I I I _ 3. METAL ROOF DECK SHALL BE 20 GAGE, 36" WIDE, 1 1/2' DEEP, WIDE RIB i I i ROOF DECK AND SHAM W/ 6x8-W1.4 x WBE CONNECTED 10 FRAMING MEMBERS AS FOLLOWS: SIpEWALT(`- �_ 4' CON-. SLAB W1.4 W.W.F. GRADE REINF. 4' GR ,VEL I I (DIAPHRAGM SHEAR - 510 PLF) 4_ f A. TO ALL TRANSVERSE SUPPORTS, 5/!i" DIA. PUDDLE *ELDS, 7 PER SHEET. I S. TO ALL SUPPORTS PARALLEL. TO FLUTES, 5/8" IIA, PUDDLE WELDS, O 4" O.C. r C. SIDE SEAMS /10 SCREWS (TEKS). 8 PER SPAN. FOUNDATION PLAN NOTES: I. SEE SHEET SI FOR GENERAL NOTES AND TYPICAL DETAILS. z 4. ALL I TE'.iS SUCH AS MECHANICAL EQUIPMENT, DUCT WORK, PIPES, CEILINGS, 2. ALL ELEVATIONS BASED ON FINISH FLOOR ELEVATION OF 100'-0" FOR REFERENCE ONLY. _ V) cn FIXTURES, ETC THAT ARE TO BE SUPPORTED OR HUNG FROM THE STEEt JOIST SEE SITE PLAN FOR A',DJAL FINISH FLOOR ELEVATION. - - � - w SHAH BE FRAMED WITH AUXILIARY FRAiAINC, TO THE PANEL POINTS OF TTiE JOI;T - - -1,,-- (SEE TYPICAL JOIST STRUT DETAIL). METHODS OF FRAMING THAT INDUCE BENDING 3 TOP OF INTERIOR FOOTING AND TOP OF PILASTER ELEVATION = 88'-4" UNLESS NOTED BRIDGING LOCATIONS SO AS NOT TO INTERFERE WITH ANY MECHANICAL EQUIPMENT. TO THE JOIST CHORD OR WEB MEMBERS WILL NOT BE PERMITTED. COORDINATE: OTHERWISE. n � L • � -- � �c U 5. VERIFY ALL LOADS, LOCATIONS, CURB SIZES AND OPENING SIZES FOR ROOF TOP - UNITS WITH MECHANICAL CONTRACTOR. SEE TYPICAL RTU SUPPORT DE TAIL FOR - fi" - -- FRAMING. 2 1 I I I DEAD LOADS 1 N' 2 V3 I ' hP. • I 1 VEST. ' 1r1'P. • ' 1 BUILT-UF kO�F W/GRAVEL ODOR COL.' = 5.6 PSF / I INSULATION METAL DECK TO PSF I I �� J � ' Jasrs 2 o PSF 3.0 PSF 3.3 GIRDERS 2.0 PSF. 4.1 I i .5 8.9 MECH. /ELEC. /FIRE PROT. _ v 3.0 PSF a'.j 8 6.8 7.2 7.9 TOTAL DEAD LOAD 18.0 PSF 50.._'�LB' LIVE - 92'-6' ST18ULE 50_-'i0 5 " LOADS /8 1'-4' 24'-10' 14'-0' 10'-1' 5 j -- - 1'-4• METAL DECK/JOISTS = 25 PSF I I + Drawing--References JOIST GIRDERS/BEAMS/CO'..UMNS/700TINGS .7 1O TRIBUTARY AREA 0 TO 200 S0, FT. 25 PSF 4 G NO Drowln • TRIBUTARY AREA 201 TO 600 SQ FT. = 25 PSF TRIBUTARY AREA OVER 600 SQ. FT. 25 PSF S1 'ENERAL NOTES & TYPICAL DETAILS .�. UPLIFTDUE TO WIND GROSS UPLIFT PLAN NORTH FOUNDATION PLAN 53 VESTIBULE FOUNDATION k WOOF DETAILS �r METAL DECK/JOISTS 14.3 PSF SCALE: 1/16"=1'-0" JOIST GIRDERS/BEAMS/COLUMNS/FOOTINGS R 7.7 PSF NET UPLIFT JOISTS - 2.3 PSF JOISTS GIRDERS 0 PSF COLUMN SCHEDULE MK SIZE BASE PLATE ANCHOR BOLTS a ---___-_____-�_-__-__ -� N C1 TS 6 x 12 x-14 -� 12 x 14 x 3/4 (2 3 4' m N - EXISTING hUOF STRUCTURE TS 4 x 4 x 1/ STUB 8 x 8 x - ---- ----- N N N I Q �- �, ► W --Z __..-- �''STEEL LINTEL SCHEDULE W____- _ � . HAS s L LOIN s _ 7-- LOW r BID DATE: W Le __ --r' __-_-________1__ lq� _ _ CADD NAME: _M�3 PRO IECT NO.: .896609 12' BLOCK OR EXISTING EXISTING EXISTING V EXISTING EXISTING EXISTING DRAWN BY: RBM CHECKED Er Y: _� A i T.O.S.=117'-1 1/2" (LOW) 012x20.7 C1?.x20.7 C12x20.7 W14x22 LO C12x20.7 LOW 012x20.7 C12x2O.7 CLEAR SPAN 8" BLOCK + 4" BRICK 8" BLOCK '- - _--= __-_ - _ - - T.O.S.=119'-9" (HIGH)) 12x1 HI 6 3 (HIGH W1 - PROTOT'1 PE DESIGNATION: 1�97JOKCPU REV. 7 jU 6'-4' OR LESS (3) L3 1/2x3 1/2)!1/4! (2) L3 1/2x3 1/2x1/4 i '4 I 14^1 14 �T0 -- I W 0>}1 10 -- 2 14� - f 4 I OVER 6'-4' TO 10'-4' W8x10 W 11x1 �4 PLATE - T.O.S.-119'-9" TYP. O PERIMETER ar OA x 4 T 0' WI2 t4' 10' t0. 10' WV'. 1'� 10• x5x1 4 / i W8xt0 W/ 7x1/4 PLATE X , OVER 10'--4' TO 12'-4" W8x13 W/ 11x1/4 PLATE WT9x10 W% 7x1/4 PLATE a - `- - - - - _� Ty B 5x5x 4 TS 5x5x1/ eE�OW _ BELOW 5x5x1/4 TS 5x x1/4 TS 5x5x1/4 I I ra,-,��lio1 1 I BELOW BELO BELOW BEI OW 3 I I 1 7WATSONOVER 12'-4" TO 14'-4" W8),21 W/ 11x1/4 PLATE W8x13 W/ 7x1/4 PLATE I 0$ 7 WA ROAD i � T 2 ST. LOUIS, MO 63127 LINTEL NOTES: I T TVE•ST9" PROJECT MANAGERS I I I 1. LINTEL SIZES SHOWN ARE DESIGNED TO SUPPORT MASONRY WALL ONLY ASSUMING ARCHING U• 3 E0. ;F'tCE 3 EQ_�ti_ S 1 LJ '.FA�:E',I S Ep ACES J E0. SPACPS 3� 0 SPALL$ 13 E SPACESIIT ACTION (AT 45 DEGREES) WITHOUT SUPERIMPOSED FLOOR OR ROOF LOADS. Z' - - _ En P�2 0F I 461 " L. «�!�• -- I � Fs� 2. UNTELS SHALL BE SHORED DURING CONSTRUCTION UNTIL THE MASONRY HAS AITAIN[D NF 3.3 I SUFFICIENT STRENGTH TO CARRY ITS OWN WEIGHT (24 HOURS MINIMUM). / t c 4.1 8.5 3. UNTEL SIZES SHOWN APPLY WHERE LINTEL SliES ARE NOT OTHERWISE SHOWN ON THF 5.j o DRAWINGS. I 6.8 7.2 7:., �9 PRUFESSI , 4. WHERE W8 BEAMS WITH PLATES ARE USED, PLAT} SHALL BE CENTERED ON BEAM AND // OREGON SHALL EXTEND FULL LENGTH OF BEAM. WELD PLATE TO BEAM WITH 3/16' FILLET WELDS i OF RECOR i/i� _ - -- 5Q'-J bL__ - - I 9?' 6" W�ESnBUIE I i ^5o'_�u 5�a' - - -- - - I IVIES �, qjOR�( 7 1� 5 1 i/2" LONG SPACED AT 12" O.C. F,ACH SIDE. EST -"" --- JA _ ERTS 2 t' _ 24.-10. 11' .3' i tq'-U' tU' 7' _23'-5" _23'-5" �_3'-5" 23'-5'_ _24'-10' _ -4• 314 1 FS 5. SEE 'TYPICAL LINTEL BF_ARING' DETAIL (SHEET Si) FOR END BEARING AND WALL ANCHORS. - - - T4 6. ANGLE LINTELS WHICH OCCUR IN EXTERIOR WALLS SHALL BE GALVANIZED. WHERE W8 T - - BEAMS WITH PLATES ARE USED PLATES SHALL BE GALVANIZED. 1 2 3 4 5 s 11 PLAN NORTH ROOF FRAMING PLAN National office SCALE: 1/16"=1'-0" 461 From RoadParamus, NJ 07652 (201) 599--7800 G _OFFRE 3 This drawing is the Exclusive Property of TOYS "9" US. The information shown may not be used ncr the Drawings Reproduced Without permission of TOYS "A" US. .R Location `v TIGARD, OREGON Drawing Title VESTIBULE FOUNDATION do ROOF PLANS & SCHEDULES Scale Date AS NOTED Sheet No, r . I S2 10065 SW Cascade O 6UP 96-0613 19 of 35 IF THIS NOTICE,APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED !IlII�IIlIlI! ►IIIIII�11111.1 11111111111! I'illllll�lllllll llllilijlllll I IIIITII[q111 ! I�Ili�l�lllll I !111111 11111 11111111 Illjl II1111!IIIII!;III l 11111 Illltjl I�I�i)f III II ,w. INCH MAD! IM %Mft I I , I 1 eM III II►IIIIIIIIIIIIIIIIl11ii1111l1111;lllllllltlllt111111I.1lIIIIlII Ill1h1IIl1l111111111111111111illlliili 111,111111 1111+111111111111.1oilI�IIIIIIIII�I1111lnlllnlillll1IlIIII111111 , Illlltlil II111111{ IIIIIHit IIIIIIIiI 111111N1 Illllnn 91111111lllllilllll Illllllllllllllllllllt, r FACE OFC.W. Revisions No • Description a 0 Dt Sl$TFM -`�.�_y --- E.' SEE ARCH. L 4x4x1/4"x CONT, PERMIT APPLICATION �- TS 3x3x1/4 BETWEEN COL 60CR16- PIPE 3 STD O EA. BEAM i 6•_ — VAkIF 1 SFF ARCH,__ 1`0� -#4 DOWEL x 2 -0' LONG - .- M T1_. DECK - *tLO TO ANGLE • 1Y O.C. COl_- SEE PLAN-- - ---. -� AND TO STL. PLAFE - SLAB ON GRADE 60SJ16 TYP I I i 3'3x1 f4" BRACE SLAB ON GRADE `~` O 16" D.C.. - -SEE SLAB SCHEDULE ---•-�--- --- - • 4'- 0 o.a -SEE SLAB SCHEDULE CONC. CURB 0 60lR16 W/ 12 - 24 z 1 1/4" i SIDEWALK --- V1l/ (1)#4--- t HWN TfKS/5 O 8" U.C.------ - SEE ` -��_ T - Sl A8 SCHEDUI t SIDEWALK---�` r- •.� - --SEE L 6x303 8 CON T. SLAB SCHEDULE (2) 3/4"f THREADED / - - -- - STUDS O 4'-0" o.c. 12" CONC. WALL W L WELDED TO TUBE 1 3/18 •'', � -�� r; ao + EACH WAY • 12 0-C. - ---`� 1 +- "D L 6x6x3/8 CONT. � 4' IS 80805E 16 CONT. are WALL l I FOLLOW - (TYP.) are GENA VEST. CURVE -` / �� •- - -TS 3'3x1/4 BE rWEEN COI. 24'x24' CONC. F'ILAS LER �- 0 TS 3x3x1 4" B rWN COLS-- TO OOI l3/te REINF. W/ (4) #6 VERT. Z PLATE PIPE 3 STD. O EA. BEAM j DWLS. & X13 TIES (3 • 4" OC _ �1' PIPE 3" STD. O EA. M 00Le3/1e - 4'40/8 S71. PLATE BALANCE • 12" OC) --- —.►� + ALUM - L4x4x1/4xCONT. 2'-6' i j - - - are - BEAM - SEE PLAN #5x2'-O'�- n • EA X3_/1 e JOIST� COL TO ' 3/1e PLATE 3 1 PLATE • 24' O.G. ---- TO BM. 3 8 y STUB COL. BASE PLATE J - -- --'--- -`- STEEL BEAM/JOIST - SEE PLAN TYP. • 3 e I (3) 4 CONT.--------- Iµ ONT EXIST. MTL DECK (3) C . SIL BEAM EA. JST. are NOTE.: OMI I PILASTER IF - SEE PLAN TOP OF FTG. ELEV. 99'-4' TS 444x1/4 STUB COi. O EXIST. COL. -- _ K 6'80/2 Drawing References PFAM E14D AS REO'D 3'-0' - 3._0 I 10 FORM VEST. CURVE IF NO CAP PLATL EXISTS.- -7- XISTS.-__._ I __ No Drawls o SECTION ---COLUMN BEYOND I S1 NERAL NOTES & TYPICAL DETAILS 2 SECTION S2 VESIIBULF. FOUNDATION, ROOF k PLANS SCHEDULES 2 3 SCALE: 3/4' 1"-0' 3 SECTION �$ 2 3 SCALE: 3/4"a1'-1,7' T q 1 , e M -EXIST. GIRDER SEES PLAN I r 2 3 SCALE: 3/4 41 —4 EXIST. CHANNEL I ----WIND BRACE - SEE PLAN EXIST. COL 3 - BEAM - SFE PLAN e 3/4'0 A307 BOLT EXIST. BLAM -----NEW TS4x4x1/4 STUB COL r1 ` NEW DE AM- I I T SEI PLAN i (WELD EXIST. -_..---- ME TAL ROOF DECK TO ANGLE - PER ROOF EXIST. CHANNEL. PLAN NOTE --- - - -- = I 0.3 -- L4x4x1/4 I EXIST. CUL. EXIST. CHANNEL — BEAM - SEE PLAN _ �-- 11.7- BID DATE:AL_ PLATE TYP. , ---- EXIST. COL CADD NAME: -1P97503_ PROJECT NO.: 896809 _ DRAWN BY: ._RBM _ CHECKED BY: _a�._� PROTOTYPE DESIGNATION: 199746KCPU REV. 2.96 4 ELEVATiON 5 S E C TI ON 2 3 NTS 2 3 SCALE: 3/4'-1'-0" �L @@0 10877 WATSON ROAD ST. LOUIS, MO 63127 PROJECT MANAGERS ED PR pF PROFESSIONAL 0 OF RECORD: JAMES C. AI_BE f 27, 314—@21-1100 S C. 4 60s'PIP us 1� Na ional Office 46 From Road P amus, NJ 07652 ( 1) 599-7800 ,i GEOFFREY This drawing is the Exclusive Property of 'TOYS "Sl" US. The information shown may not be used nor the Drawings Reproduced without permission of TOYS "9" US. Location TIGARD, OREGON Drawing Title DETAILS & TYPICAL DETAILS Scale Date AS NOTED Sheet No. H S3 10065 SW Cascade 13UP 96-0613 20 or 35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED i(i (III� II Imum LII II IIImCH NAI l IIIIIII�IIIII 111111111111111 IIIIIIi�lllll I 11111iI1i11111 11111111�Iliji I IIIIIII�IIIIII� 1111111111111111111111111111111111 g111111111111 II I;imIIII111Il►ull1111 111111111 IIu1111i , II!iIII111111111111)IIIIIIIII11111111 111111111111 IIIII�i1111 1I111IIIIIIIIII111111IIIIIIII11111111111111111111111T1111171111, m11111'11 III�I,I E��I�IsI I��II�tItI �IIIIII�t IIIIIIII) IIIIIIIIIIIIIIIIIII►IIIIIIIui�11 �7 , ' • 1. . ", r .,a,. .,. _ ReAsIonis 1 (2) 3.5 5� (6.5) �t3 9. to tort �/ . PERMIT APPUCA110N KEYED NOTES i (APPLICABLE TO DRAWINGS M1 THRU M3) ' [� PROVIDE 1 1/4' TYPE 'M' OR 'DN/V' COPPER CONDENSATE DRAIN FROM UNIT TO ROOF ON LOW ROOF I I f i (DOWINNLL) SIDE OF UNIT. EXTERNAL 4' DEEP P-TRAP REQUIRED ONLY IF EQUIPMENT IS NOT SUPPLIED W/ EIM IN TRAP SYSTEM, REF" CONDOOSATE DRAiN DETAIL ON DRAWING M2. VERIFY IMTN Rri MFR. CAP + I ALL UNUSED CONDENSATE DRAIN FITTINGS. ANCHOR THE DISCHARGE END OF CONOENSATE DRAIN PIPING TO MIN. 4' X 4' X 24' LONG WOLMANIZED WOOS BLOCKING WI1H 1' GALV. STRAP ANCHOR AND ''''MIO (2) /10 X + I I i UH 1 1/2' SHEET METAL SCREWS, CENTER BLOCKING BELOW PIPING. DO NOT ATTACH WOOD BLOCKING TO ROOF TYP. AT ALL RTU'S. WHEN REWIRED BY LOCAL CODE, CONDENSATE PIPING SHALL BE EXTENDED AS REQ'D. TO DISCHARGE INTO THE SANITARY SEWER THROUGH AN APPROVED INDIRECT CONNECTION OR TO AN APP- ROVED DRY IDEM. LOCATION AND METHOD OF DISCHARGE SHALL BE SUBJECI TO THE APPROVAL OF THE (EXISTING) ARCHIiECT NMEER OR THE OWNER'S REPRESENTATIVE. INSULATE ALL INTERIOR CONDENSATE DRAIN PIP- ING WITH /b' THICK 'ARMAFi-EX' PIPE INSULATION (OR APPROVED EQUIVALENT}. SEAL ALL JOINTS IN THIi INSULATION. -- ® SUPPLY AND RETURN AIR DUCTWORK SHALL HAVE I- THICK INTERNAL FIBERGLASS DUCT LINER EQUIVALENT ( I I + TO CERTAINTEED (CGS) OR OWENS CORNING. DUCT SIZES SHOWN ON DRAWING ARE SHEET METAL SIZES. 1 i - ALLOWANCE FOR INTERNAL DUCT LINER HAS SEEN MADE WHERE SPECIFIED. �! I ROWER HAC SHALL PROVIDE GAS PRESSURE REGULATOR. FULL SIZE DIRT LEG HATH CAS COOK AND UNION AT ALL RECEIVING ' l.._ _ GAS FIRED EQUIPMENT, TYPICAL AT ALL RTU'S AND UNIT HEATER. REFER UWO. M3 FOR DETAIL AND 114 OOM i 113 SCHEDULE. ( I © tirON GAS PIPING SHALL BE INSTALLED ON ROOF EXCEPT SHA L ERE UTIED. REFER GAS PIPING St}tIPOR7 DETAIL ^. _ _-_L rl I ON DRAWING M2. HORIZONTAL INTERIOR GAS PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE WITii ALLOW- -- - - z_--� - - -- - � , / ANCE FOR SLOPE A5 REQUIRED. ....._._..____ �_. _ _ _ Q TYPE 'B' GAS FLUE WITH FLASHING CONE. STORM COLLARS, AND "UL' LISTED STORM PROOF CAP. HEIGHT OF FLUE STACK AS REQUIRED BY LOCAL CODE. FLUE STACK AND ACCESSORIES BY METALBESTUS OR QUIVALENT. PRE-SALES �'" _' __•'-'"V\.1 - F?-•EXIBLE DUCTS SHALL BE INSTALLED TO PROVDE SWEEPING CONFIGURATIONS WITH NOT LESS THAN MFR'S. - ' �' �' - " -- - ^ - - - -� ARE/► �2 EXISTING GAS PIPfNO f I I RECOMMENDED BEND RADIUS, NATHOUT UNDUE RESTRICTIONS, BUT NOT CREATING UNNECESSARY SAGS OR I 112 BELOW ROOF TO REMAIN. CURVES. FLAT BANDING MATERIAL NOT LESS THAN 1 1/2- WADE SHALL BE USED TO SUSPEND FLEXIBLE I I DUCTS. DUCTING FURNISHED WITH FACTORY INSTALLED GROMMET'S SHALL BE SUSPENDED BY NARES ATTACHED TO GROMMETS. I �� ® NOT USED, + Drawing References ® MOUNT TF-3 AND RELATED GRILLE AS HIGH AS POSSIBLE. TF-3 SHALL BE INTERLOCKED WITH UH-2 TO EXISTING GAS PIPING BE: LOCKED OUT WHEN UH-2 IS IN OPERATION. TF-3 INTERLOCK BY LLC. UH-2 CONTROLS BY HAC. REFER ('_ � BELOW ROOF TO REMAIN. � i - NO Drawing* ELECT. DRAWINGS FOR CLARIFICATION. M2 ENLARGED MECHANICAL PLANS AND DETAINS REFER TO DOOR HEATER MOUNTING DETAIL ON DRAN4NG M2, SCHEDULE ON DRAWING M3, AND SPECIFICA- TIONS SECTION 150 FOR CLARIFICATION. �'ARE—SALES i + 5iQ PROVIDE DUCT DROPS FROM UNiT FULL SIZE OF UNIT CURB OPENINGS. TRANSITION AS REQUIRED TO DUCT REA S5 ROOF FRAMING PLAN SIZES SHOWN ON PLAN, TRANSITIONS SHALL BE MADE IN ACCORDANCE WITH SMACNA STANDARDS, VERIFY 1 !2 112 I Fi FIXTURE PLAN RTU C11R8 OPENING SIZES AND CONFlGURAIION HATH RTU MFR. A10 ROOF PLAM AND DETAILS ® THERMOSTAT FOR TF-4. MOUNT ON WALL WHERE SHOWN AT 48' A.F.F. PROVIDE LINE VOLTAGE THERMO- I G -G STAT, HONEYWELL MODEL IT65IA2028 OR APPROVED EQUIVALENT. POWER WARING THRJ THERMOSTAT BY I I U1 U11LInES SITE PLAN `Y:STING CAS PIPING + I i LC. THERMOSTAT 13Y HAG. REFER ELECT. DRAWINGS FOR CLARIFICATION. THERMOSTAT SHALL ENERGIZE ( I BELOW RUuF TO REMAIN. FAN ON A RISE IN TEMPERATURE. (COOLING). i I I 12 INSTALJ.. UNIT HEATER (UH-2), PIPING AND ACCESSORIES AT 12'-0' A.F.F. (MIN. CLEARANCE.). M UNIT CENTERED OVER AISLE. REFER FIXTURE PLAN, DWG. F1 FOR COORDINATION. + RTU SALES RN ..._ T i •., 13 THERMOSTAT FOR UH-2. MOUNT ON WALL WHERE SHOWN AT 48" A.I .F. PROVIDE 2'X4" STEEL CONTROL AREA I II SOX AND 1/2' EMi" CONDUIT FOR CONTROL WIRING CONCEALED IN WALL. ROUTE HORIZONTAL PORTION OF � CONTROL WIRING CONDUIT AS HIGH AS POSSIBLE TO UNIT HEATER. I I (00SPING) 101 I (EXISTIING) I ^ 1 ] PROVIDE 24' X 24' SQUARE X 2' X 16 GA. EXPANDED METAL MESH GRIL.IF WITH A 1" X 1' X 1/16` I ANGLE IRON FRAME FOR FAN DISCHARGE. PAINT GRILLE AND FRAME WHITE. I I CM.JJ EXISTING GAS METER AND REGULATOR TO REMAIN. EXISTING CONNECTED LOAD - 1189 MBH. NEW CONN- + ECTED LOAD -� 1469 MBH. DELIVERY PRESSURE - 2 Y.S.I.G. COORDINATE HATH GAS UTILITY CO. FOR METER I REPLACEMENT (IF REQUIRED). I I I + I I � CM EXISTING UNIT HEATER (UH-1) AND CONTROLS TO REMAIN. i BID DATE: , — I CARD NAME: TP9__ 5MOI PROJECT NO.: 896809 DRAWN BY: AVMS CHECKED BY: 7MC PROTOTYPE DESIGNATiON: LU746KCPU REV. Q_W I EXISTING GAS PIPING BELOW ROOF TO REMAIN. T C�lQ�CO CONTRACTORS SHALL REFER TO THE FIXTURING PLAN, DRAWING Ft, FOR COORDINATION OF ALL PIPING, I EQUIPMENT, DUCTS, VALVING, AND SERVICE RISERS WITH THE OWNER'S STORE FIXTURING. ALL SYSTEMS I 10877 WATSON ROAD SHALL BE ROUTED AND/OR LOCATED AS REQUIRED TO AVOID INTERFERENCE WITH THE STORE FIXTURES, _ _ _- _ __ . _ __ - j _-___ ST. LOUIS, MO 63127 � PROJECT MANAGERS SHELVING, AND RACKING, INCLUDING THE FUNCTIONAL USE OF SAME. INSTALI_AT10NS MADE 1MTHOU7REGARD TO STORE FIXTURING SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE OWNER. SPECIAL if CONSIDERATION SHAM BE GIVEN TO THE ESTHETIC INTENT OF THE FRONT GRAPHICS WALL OF THE I STORE AND TO THE STORAGE AND MATERIALS HANDLING ASPECTS OF THE PRE-SAL.:S AND RECEIVING I I P� DOCK AREAS. _ EX:STING UNDERGROUND! EXISTING GAS PIPING ' UP4ONTOGROOF. ,I �� 3 4- GAS DOWN THR �u OFFS GAS SERVICE. � �.l i BELOW ROOF TO REMAIN. I 14 �_+ RAF TO UH-2, U I L , fFR �O / TF 0 r ,}' 1NRU ROOF. PROFESSI tl 15 I G--- G G G G 3 / 4"0 FLUE EG RTU � � RN 3 � 5 OF RECO •!,o � • TOILET i 1 I �' j i i UH JAMES C. RO( 21, (EXISTING) 3/4"(N)� 4 (EXISTIING) 4 I 2 12 314-821-- FS` C. AREAI 0 I --G--�- ----G`[ —G_ a �--G. (NE JANITOR 4 ~3/4'(N) — _ -- 3/4-(N) • ' REFER ENL�IRGED ECURITY �' • SCALE PLAN ON 110 MENS SERWICE , 3/4'(N) I CPU ROOM � _ •__ MGRS M DWG. M2 I I I � ° « 120 Cr"FlCE 116 11� 3/4-(N) TV.) 4 BREAK -- .Jn RTS = - I - ----. 119 I TWO (2) T2-1663 ROOM 1 _.J (e r• �. -� 1 �w �. '.... RTU I 3 I 3 X 4 w National Office (UNE EACH SIDE OF 461 From Road 103 I 0 S r1 �� I RTU 1 l DIR'S d r WALL. MOUNT AS Paramus, ' NJ 07652 � E TiNG L-- (�� NEW) HIGH AS POSSIBLE.; . - OFFICE ••••• .1 � — .... �. (tot) 599-7600 0 r� (NEW) ii -- jo EEQUIUIPAMENT OFFREY -� f!e1 122 Th(, drawing is the ExclusiYe Prcperty of it .—..� VESTIBULE ® cel - _ -- - TOYS "Si" U The information shown may I ES I WOMEN I 102 i .... not be Bled nor the Drawings Reproduced 107 -_ �� _ I without pernJh-.,tr- of TOYS "Si" US. I TRA NINE �.. .::,:, �` �.. TELCO VESTIBULEI - -�� _._ � Location 04 ROOM 1 NOTE: i I `I I + ( , 123 I TIGARD, OREGON HAC SHALL MODIFY DUCTWORK I I DH I AS REQ'D. TO ACCOMMODATE I I I I RC�OMNT i 9 1 BURGLAR BARS AT ALL. NEW 3.3 I 4.1 5.1 g•8 7.2 7.9 i 8.5 $•9 120 (NEW) Drawing Title DUCT PENETRATIONS OF ROOF. j _l MECHANICAL FLOOR PLAN VESTIBULE AREASTOREFRONTSial® cote AS NOTEo REFER ENLARGED MAIN FLOOR PLAN PLAN NORTH "` Sheet No, r' 10065 SW Cascade SCALE PLAN ON OFFI CAE AREA BUP96.0613 DWG. M2 SCALE: 116"=1'-0" � 0 ! 21 o35 REFER ENLARGED SCALE PLAN ON DWG. M2 + ASC' tANo MA"lAC1P..iV-.1!.E'.R,4:''�,.. i ..,.•,[;:,.. m .,Fn 'rn•n'.tL '.u.!- . _. M+'„Y.wwM,.�IM.... ..wv..,IA•F.nvvMry ., r._.._. „�� -.G:Y,,Y4llr.1^'Y ., n Yro.r- .4a"+fl3.i"o- 1, ,p•tS.P � wI -� ....... -... ..;ea,.r i,.. rr•+•rry.f.w.nu°`"^ilrMlA^'R '�Ilre-•r...v. :.;,,,..+n..r�,r�,..gw`�. .,... •..•+.•+w. � 'u�,':. ..,,. u��.. 'aigP s'Kl��i lW[ i�,.i" IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 WXUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I �1►II��I III �I �-MM�(��{�ij�l��liji 1j��ljl`Ijili 1 riTIT' "11 111jr��pl�11 1��{111�ri11i 14 �1111�� NIiIIIi !IiIIIiIi liii�iIiIIiIIIIIa1l,iillllnl tllllllil IIpIiNI INIIIIIi iIN�INi iIIIIIiIi ItilliliilllllliilClllllliq IIIIIIrIItIIII�1I111i1�I,i►I ilu+Illi iIr1�Il�l Iltt�ltlr mlillrr Irliilrl+ n�lln I�irint �t��lm �I II I r � I irn i�IIIi � nn N IIIrIr Irlll I rllll r 4 e i i �. .M'ii.4� �.•' ,�. �Tj d�,f� _ P� °J�.R"' �CS`.J'� � • 1� .1.. I:E. - ,AQP Y'.'��4- • .. . ` :. •'. +. - oYYW •1A.MYr�.�Y �'"5•- ""•TiN�ilLi:m:Y'-91NdLj- :tJlt•. I Revisions AIR INTAKE N° Date-LOCATE RTU-8 AS REQUIRED 1 ' PERMIT APPLICATION TO CONCEAL SUPPLY i RETURN T DIR'S DUCTS FROM SALES AREA VIEW. 1`• �� R?U T' - MOUNT AS HIGH - « 10 24X1 AS POSSIBLE. 124 � R - _ 924 (NEW) 1 2 113 T ON/OFF SWITCIN VENT CAP W/ Zai 921 - 924 r- 12X10 �--2 1/2' AIRSTREAM BIRD SCREEN 924 1ZX10 1224 f+ )ARA1 LING(H - OU 0TH � 924 16X10 j I � A-F I - -` ---- _ - C AFF ADJUSTABLE FLUE DIAMETER AS VERTICAL VANES, SHOWN ON DWGS. MIN. N0 HIGHER I N-0' HEIGHT OR THAN ANY 4 SO 1 -� 1F • OBSTRUCTION WITHIN 10'-0' .'12 8 1 X1 0 MP R EXCEPTMOUNTING PLATE 0 TN SILICONE 14X CEILING SHOWN- A5 NOI INT NOTED ANO RUBBER VIBRATION ISOLATOR COUNTER FLASHING, L I-_L �� MOUNTED SHOWN. DO N01 INSTALL UNITS AT MAKE RAIN 11gNT MINIMUM 4" X 4• NOMINAL j___ - - ELEVATION -16 GAUGE GALV. STRAP ANCHOR WITH - ABOVE THIS DIMENSION FLASHING COLLAR _ --- _- - `- WOLMANIZED LUMBER X 24' MATHOUT ENGINEER'S APPROVAL AIR CURTAIN SECURE TO ROOF DECK MIN. LENGTH. CENTER T1M0 (2) r10 X 2' GALV. SHEET McTAL _ __.__--- _----__-- _ "-_ - _ -_ SCREWS. 8X1 1ZX10 16X10 - - --- � UNIT ___�.___ BELOW PIPING.— -GAS PIPING MGR'S 12x10 �uA► ,_ --- -- 2 EQUIPMENT • � - --' -- - -- --�_ _ QOM 1. FASTEN MOUNTING PLATE TO WALL — - -- ROOF SURFACE OFFICE COUNT DH (TYP.) R UVEB DOORWAY IMTH FOUR (4) �\ -SHEET METAL SLEEVE. -- -- 11 S ROOM [9 CPU - �` \ CER ROD (TYP.)- PAINT PER OWNER'S SCREWS. �� SIZE AND NUMBER PER REP. DIRECTION. `- 2. SET N 9' la. � I MFR. RECOMMENDATIONS. TELCO 11?.0 ROOM �_VEST 121 R CURTAIN IN PLACE ON J PROVIDE AUX. FRAMING NOES' 123 MOUNTING PLATE- q F F' • 14 AS REQ•0. TO SECURELY S FLUE CAP I. PIPING SHALL BE SUPPORTED AT ALL ELBOWS AND SUSPEND UNIT FROM C� TEES AND AT SPACING SPECIFIED IN SECTION 158. SECURE HATH LOCKING SCREWS ROOF FRAMING. PIPING SHALL BE SLOPED AND ROUTED TO PREVENT GAS PIPING - SIZE AS TRAPPING CONDENSATE (EXCEPT AT DIRT LEGS) AND CE SCREWS (4) NOTED ON DRAYNNGS. TO FACILITATE CONDENSATE DRAINAGE. 4. REFER TO IMANUFAC'IUFiER'S n JENLARGEU.- STOREERONT INSTALLATION INSTRUCTIONS LOCKING U 2. CAS PIPING PENETRATIONS T11RU ROOF SHALL BE �A�' 1/80'i'"f�~ FOR COMPLETE DATA. SCREWS 3� MADE WATERTIGHT BY MEANS SPECIFIED IN SECTION 18 OR WITH APPROVED PITCH POCKETS. PLAN NORTH DOOR HEALERS/AIR CURTAINS SUPPLIED CLEAR HEIGHT AS ' NOTED ON OWGS. 3. BLOCKING BELOW PIPE SHALL HAVE MEMBRANE- By OWNER AND INSTALLED BY CONTRACTOR. COATING AT ROOF SURFACE. yy r- FIN. FLOOR ELEV. NOTE: 4. DO NOT ATTACH 4' X 4' BLOCKING TO ROOF. MOUNT BOTTOM OF TRANSFER FANS TF-1 k TF-2 • 2'-O' (MAX.) ABOVE CEILING. PROVIDE AUXILIARY STEEL MVGLES• CHANNELS, AND/OR UNI-STRUT AS REQUIRED TO SECURELY DOORHEATER-- (DH ) (TYPICAL ALL GAS PIPING ABOVE ROOF) SUSPEND FANS FROM ROOF FRAMING. PROVIDE ANTI-SWAY Drawing References MOUNT THERMOSTAT , BRACING AND/OR EARTHQUAKE RESTRAINTS AS REQUIRED SHOWN ON DRAWINGS. ROOF GAS PIPING BY LOCAL. GADS. MOUNTING DETAIL 2 N° ��aW(A1 UNIT HEA TER D E TAIL 3 SU M1 MFCHANICAt_ FLOOR PLAN z SCALE: NONE P P 0 R T DETAIL R,u _ \�kl Yl M3 MECHANICAL. SCHEDULES SCALE: NONE 1 2 SCALE: NONE a R2-1600 MOUNT AS HIGH EF 36X16�A5 POSSIBLE. A5 VESTIBULE PLAN 4 DETAILS (EXISTING) JANITOR (ON ROOF) A9 VESTIBULE SECTIUNS h DETAILS 22X14 UP TO 109 TRANSITION TO EXISTING DUCT 12X12 EXH. DUCT DROP TO EXISTIN ; SI-225 - UP TO EF-1. RTU-5 _ !.__--_ - - -- ------- - MEN MATERIALS AND INSTALLATION ROOM �-- st-47 - - - `-" SHALL 8E PER SMACNA STANDARDS N0T>; ' e1 IO - ADAPTER - (AS REQ EXTERNAL !�-TRAP REQ'D. ONLY 1n3 r - 224 ;� _ 1 6 90' ELL IF RTU 15 POT SUPPLIED WITH A IT - OWNER FURNISHED RTU 1 BUILT--IN T?AP SYSTEM. VERIFY ( � '�` X6 _ T2-27 6[�AS OUNT AS HIGH 1' WAOE 22 GAUGE SUPPORT FROM STRUCTURE IMTH RTU IIFR, PtISSII HANGER BAND WITH 1 1' THREADED R00 OR _-�� ItTo_ AM ER ( .) 1' WADE 22 GAUGE STRAP -- MAX 12'-0' SPACING 26 GAUGE SPIRAL x�xr 2X 4 .2� p SEAM DUCT. SEE NOTE • l OU OWNER FURNISHED - 16X e0 EXPOSED ROUND DUCTWORK IN VESTIBULE SHALL BE 28 GAUGE, SINGLE ROOF CURB {' WIN, 16X11 1224 WALL GALVANIZED STEEL, SPIRAL LOCKSEAM. FITTINGS SHALL BE SINGLE ADAP1tR TR 4) �u WALL GALVANIZED STEEL, STANO!NG SEAM OR SOLID WELDED CONSTRUCTION. - Sf N _ R C' ELBOWS SHALL BE STANDING SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED TO THE DUCTWORK KITH POP RIVETS WITH A FINISHING -A '^ FILLET OF ELASTOMER SAL AT THE JUNCTION OF THE COLLAR ---_ ... .. - �0' Ei.L SEAL AROUND OPENING WITH- � TO THE DUCT. DUCT--TO-DUCT ,JOINTS SHALL BE MADE NTH THE SPIRAL �� 12X12 -- - -'- -- ELASTOMER CASKET SEAM ROTATED SO THAT THF STANDING SEAM F0kM5 A CONTINUOUOS IEE i EXTEND MINT 3' 0' PAST FOUR uKEYED NOTES, 23X23 TF TI-394 4 BID QA TE:_ HELICAL PATTERN ACROSS THE JOINT, ALL DUCTWORK AND FITTINGS REFER DWG. M1. 12 4 IF WOMENS CADD NAME: TT'96M02 PROJECT N : BSI 0 FRONT VERTICAL AND I SHALL HE MANUFACTURED IN ACCORDANCE WITH SMACNA'S HVAC ROOF SURFACE- DUWAvH 'L SIDE OF' UNIT. 2 C 0. _ � 9 DICT CONSTRUCTION STANDARDS LATEST EDITION, (1-f PIC)r) �- KEYED NOTES 1 107 DRAWN BY: JWS--_ CHECKED 8Y: TlrlC REAR HORIZONTAL ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE VESTIBULE PLUG MIPT - FOR CLEANOUT TRAINING BLADES SET AT 4b' SHALL BE PROVIDED NTH A MILL PHOSPHATIZED FINISH ('PAINT GRIP', PROTOTYPE QESIGNATION: H -• ' DEFLECTION OPPOSED BLADEJ ',ZINC GRIP', OR SIMILAR ETCH TREATMENT) TO ALLOW T}iE DUCTWORK (CC) AND WINTERIZAT'ON D� VN R aLWCP3-BEV_ 9,29 DAMPER TO BE PAINTED. 1OS SHEET METAL BOOT RTU CONDEN ,�;iiATE "*NTO MATCH DUCT /004 ROUND DUCT DETAILtl"� DRAIN DETAIL 10877 WATSON ROAD kV2 SCALE; NONE Z SCALE: NONE ---�---- SCALE: 1/8'-1'-0" ST. LOUIS, MO 6312.7 � r PROJECT MANAGERS PLAN NORTH � PR d Q$ R1U a j 110, 0 r N FULL SIZE LINED R.A. PROFESSIONAL (NEWT) I "t DUCT NTH OPEN END OF RECORD: r CLOSE OFF SUPPLY OPENING IN j BELLMOUTH FITTING PER JAMES C. ALBE 27 THE BASE OF THE UNIT WITH AN SMACNA STANDARDS. GENERAL NOTES FOR EXTERIOR QUCTWURK LINING: INSULATED PANEL PROVIDED BY j j MOUNT R.A. DUCT UP 314-821-1100 ALL EXTERIOR DUCTWORK SHALL HAVE INTERNAL RTU MANUFACTURER. IN JOIST SPACE. EXPOSED DUCTS ON ROOF' LINING BY 'OWENS/CORNING,'LINER SHALL BE I. DUCTS SHAM HAVE WATERTIGHT MECHANICAL- THE 'AEROFLEX DUCT LINER' TYPE 150, 1- FULL SIZE R.A. DUCT CONNECTIONS AND RECEIVE EXTERIOR DUCT SEALANT THICK (R=3.8). INSTALL LINER IN STRICT p� TREATMENT. DUCT SEALANT TREATMENT SHALL: FORM ACCORDANCE WITH SMACNA STANDARDS AND HORIZONTAL S.A. DUCT ABOVE ROOF DROP FROM RTU, ~ A POSITIVE AIR AND WATERTIGHT SEAL, BLINDING TO WITH MANUFACTURER'S PRINTED INSTRUCTIONS. REFT:R TO NOTES ON THIS SHEET. ATTACH TO SID F _ -DUCT SUPPORT THE SHEET METAL. REMAINING WATERTIGHT. WITH DUCT SIZES ON DRAWING INDICATE INSIDE E O RTU USING A EXTERNAL DUCT SEE �' METAL MOVEMENT AND HAVE A TEMPERATURE RANGE CLEAR DIMENSIONS. REFER TO ROUND DUCT FLANGED CONNECTION. — REFER ARCHITECTURAL DWG. OF -30T TO 175T. ASPHALT-BASED COMPOUNDS WITH DIFFUSER DETAIL j DETAIL DWG. A3.0 AND N tional Office SHALL NOT BE USED. ON THIS SHEET. P VIp R0 CURB NOTES. THIS SHEET. A5.0 FOR DUCT MOUNTING HEIGHT. EX]E61Q8 DUCTWORK INSU AnON• (SEEN TES 4 1 From Road 2. DUCTS SHALL BE FLANGED FAR ATTACHMENT TO i DUCT UP ONTO ALL EXTERIOR DUCTWORK SHALL BE INSULATED USING =-�� _ __ .._ EQUIPMENT WITH MECHANICAL FASTENING - -- ~ --- � __. VESTIBULE ROOF 52 _ __ vEsne SUPPLEMENTED "ARAMSTiiONG" ARMAFLEX II SKEET INSULATION, 1 1/2' "--- lam:: - r," _ _ -- _ _- _,� - . :ter____ —; us NJ 07 _____,�•--,_,.� 1) 1599-7800 WITH EXTERIOR DUCT SEALANT, THE ATTACHMENT METHOD THICK HAVING AN OVERALL R-VALUE OF 5.55 AND �- � - -. � 0- 1 , �� 0X SHOULD ACCOMODATE: DISCONNECTION FFIOW) THE RTU FOR 'ARMSTRONG" 520 ADHESIVE SHALL BE USED FOR - IRT7 i -SERVICE, FULL ADHESIVE COVERAGE OR DUCTWORK SHALL BE _..__w- GEOFFREY W INSULATED USING "ARMSTRONG' AP ARMAFLEX SA R 3, ROOF PENETRATIONS BY DUCTS SHAD_ HAVE FULL INSULATION, 1 1/2' THICK (R-5.55) WITH 'ARMSTRONG' I -18'f 1880 This drawing (� the Exclusi ` - CONCENTRIC- ItBALANCING DAMPER (6 S3 - 665 9 Ve Property of PERIMETER, INSULATED CURBS, DUCTS SHALL BE 520 ADHESIVE TO JOIN SEH MS ANO BUTT JOINTS. -'� ,-_ zzx— Z Z REDUCERS„ (TYP. OF 2) �b 1 - _A. _ TOYS "�" Ute. CONTINUOUS THROUGH THE CURBS. DUCTS SHALL APPLY TWO COATS OF WB ARMAFLEx FINISH OVER _ The information Shown may HAVE FLASHING THAT SLOPES OVER ME CURB AND GLASS MESH ADHERED TO THE INSULATION SURFACE (�• OF 2) - - not be used nor the Drawings Reproduced 13 SEALED TO THE DUCT WITH CAULKING. ADEQUATE WITH ARMSTRONG 520 ADHESIVE, FULLY AiJHERF/LAG -- CLEARANCE BETWEEN THE DUCTS AND ROOF' PENETRATION GLASS MESH TO THE INSUL.A11OI WITH A SINGLE COAT - - ` _ __---�r= " ` without p�ernliss;on of TOYS "5i' US, .. - SHAM BE PROVIDED OF ARMSTRONG 57.0 ADHESIVE. -- '�_/._�• A •� � ...11 -- N INSTALI_ INSULATION, ADHESIVE, GLASS MESH AND LOCOt101tl 4. ALL PENETRATIONS INTO AND SHALL A WATERTIGHT. EXTERIOR FlNISH IN ACCORDANCE WITH THE MANU- GRAVITY RELIEF DUCT REINFORCEMENTS AND SUPPORTS ATTACHED TO THE FACTURER'S INSTALLATION REQUIREMFNT-s, DUCT SHALL HAVE EXTERIOR SEALANT AT POINTS OF HOOD GR-1 SEE FAN SCHEDULE !J PENETRATION. 7 A S�EOR ROOF CSUPPLY DUCT ON.URB. INSTALL SMOKE RU TIGARD, OREGONHQB1dONTI DUCT POR ON OOF• SRT. M3. 5, HORIZONTAL DUCTS SHALL BE PITCHED FOR DRAINAGE. PREFABRICATED METAL SUPPORT SHALL BE USED AND DETECTOR IN DROP BELOW Al BE MODEL NO. CES-2, MANUFACTURED BY CUSTOM ROOF LINE, TRANSITION TO 6. DUCTWORK SHALL BF CONSTRUCTED IN ACCORDANCE CURB, INC. EQUIPMENT SUPPORT SHALL BE INSTALLED 24'0 SPIRAL DUCT IN DROP. Drnwlnl� Title WITH SMACNA'S HVAC WCT C + TRU iION ST WARD IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED FURNISH 24'WX24"NX24"• LATEST EDITION, FOR A 1 W.C. PRESSURE CLASSIFICATION. INSTRUCTIONS AND AS DETAILED ON THE DRAWINGS. BULLHEAD TEE FITTING AT BASE OF DUCT DROP, ENL., MECH SECURELY ATTACH DUCT TTI DUCT SIIPpORTg, PLANS LARGED YESTIOULE - -AREA PLAR AND DETAILS Scale SCALE: 1/e"=1'-"0" AS NOTED Dote x PLAN NORTH Sheet No. I 10065 SW Cascade d �{ SUP 96.0613 22 of 35 �w �....M..»,. •w.•e.,�.....ro.dM•...�..•+..r.w.•...-- —+.-,v,ar-- ;:;.-...,... .... ._. . �1 J , ., -n .?. ;'•r.,` -'A. 4'. � �(S �l -. _ - ._+...-,.-- / ._. ,. _.. _....,,,",,,,., rw-I�Iea...ruw••....,.�..._.-♦1� t. ' 4r �.• �.h t ' • � •_�� . `ry, N. ,w."aw^'^'es.aw, wm.oaa.•nrw. � ��y �' '• '�' .P , .N4'*1 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMF,NT,THE DOCUMENT IS OF MARGINAL QUALI1fY. MICROFILMED 1191111i111i ili�i�i��l�li 1111111 111 t 1,111111 i t l r l r i i t i � .� ��Ij i r��ljlr r ► t f �I•�li•Iflip 1.11 E f� ��I1 �liltl111gf ,,,p, ,IAO IN CMIhA II I i l l i �I I� (mf I I I A r 111 1 ' �jilllll Inihm unllul ultlnjl illlljlll llllillu Inle�nllnllnli nl!in11 nnhm tlnhln nnlnn nllblu m1hul nulnl; n1Ililll illi{n11 II11lnulltitl►In ulbn alllu�►��Ihul I�Illltj j�il�a h�� ul�j nthl tII1InII tll��tf In!► !11 s I I. •r-�e s. ►, ,: f ,: � � rt. x x:13 .,+ ' ..,,; I :�, .6 u. ,__ 4 �+*'��_ �1 �.� �'�Ci. �- A �s+�..�c.. A. ��. . ��... .+4w W' �. ""�,tn.daP.dM�waU➢!.' �' .: .r°;�',"�r. ,.. ..,,�J�;7�att;'a�. a ,.+ a .r -..- . .: .:: .. .. :r.:,:,.,.., . WN ,r,3. r FAN/HOOD SCHEDULE OWNER FURNISHED E U ReAsivis Q IPMENT ROOF TOP UNIT SCHEDULE OWNER FURNISHED EQUIPMENDwrlpltlan wNrUf ACIURES SyZE/1i11dC1El. C.F.M. DRIVE ACCESSORIES REMARKS LOCATION • PER►t1T APPLICATION -00-IN W.C.� R.P.M. vaTs PHASE ROOF TOP UNIT(S) FURNISHED @Y OWNER -1 _ BSQ-1e0-4 1399/Z'.::'1 0.125 516/660 1/4 H.P. 113 1 8 DS,AP,OSGr6G,V1 INLINE_FAN BREAK R0011 TF-2 (2 SPIED) EQUIPMENT MARK RTU--1 THRU 4 RTU R OCATELI RTU-6 RTU-7 GREENHECK SQ__40-0 !04 0.125 15fW 1/15 H.P. 115 1 0 DS,OSG.%A INLINE FAN TRAINING ROOM NOMINAL 'TONS TF-3 ._ 20 5 3 10 gtEENHfCK •�•_r SE1-1d-436- :8 1821 0.129 860 1/8 H.P. 115 1 D DS,FSC SIDEWALL FAN SECURITY ROOM TOTAL COOLING (MBH) 30.1 •��.,..... 129.0 `4 GREENHIECK SP-127 445 0.050 1580 190 W 115 1 D DS,FSC CEILING MOUNTED EQUIPMEN I ROOM SENSIBLE COOLING (MSH) 24,5 96.8 EM-1 GREENHECK GB-8D--4 685 0.250 1530 1/4 H.P. 115 1 B OS,BD,AP,PC,BS ROOF MTU. TOILET ROOM TOTAL CFM 1200 4� -1 (GRAVITY AEF�HOW) FTMOA xg E 4" 0.10 N/A N/A N/A N/A N/A SEE BELOW R� VESTIBULE ROOF ALUMINUM HOW ENTERING DRY BULB/WET BULB (F) et.z/as.e 61.2/69 e FAN A(�( S$( ES DS _ DISCONNECT SWITCH, BD - BACKDRAFT DAMPER, Aq - ADJl1STA&E PULLEY, GRAVITY RELIEF HOOD ACCESSORIES: 12" HIGH BASE, BIRD SCREEN, INSULATED GOND- AMBIENT (F) PC - PREFAB CURB, BS - BIROSCREEN, 0% - OUTLET SUPPLY GUARD, BG - lie ee BELT GUARD, H - VIBRATION ISOLATORS, FSC FAN SMO CONTROLLER ROOF CURB AND FACTORY APPLIED FIBERGLAS HOOD INSULATION. �A5 ��EATING INPUT (MBH) LOW/HIGH 60.0 120/110 UNIT HEATER SCHEDULE GAS HEATING OUTPUT (MIH) LOW/HIGH 4d.a 98.4/147.6 MARK MANUFACTURER MODEL BLOWER H.P. OR KW V7 V) 1/4 H 4 H.P. INPUT C.F.M. ( N H.P. DIA LBS. ACCESSORIES LOCATION NOTES -- - --- - MIN OUTSIDE AIR CFM 113 220 UN-1 EXISTING TO REMAIN •--- 75,000 60,1,)00 ----- _.__ ___ _ -^1/2' 1/40 POWER SUPPLY (VOLTS--PHASE) 230-1 460-3 UH-2 REZNOR F50 50,000 40.000 850 1/2 1/40 115 1 80 4"- I98 REFER SPECIFICATIONS SECTION I50 SECURITY 2,S FII.TER$ 2' T.A. 2' T.A, NOTES: TOTAL S_P. (' OF W.C.) o.so o.da DIFFUSER & GRILLE SCHEDULE 1 PROVIDE OPTIONAL DISCHARGE WITH VERTICAL AND HORIZONTAL AIR PATTERN VANES ON LOUVER M 2. PROVIDE UNIT WITH OPTIONAL 3U" DOWNTURN NOZZLE. ) AaF RAX. WEIGHT (LBS. - W/CURLi) 879 12� Drawing References MARK APPLICATION MANUFACTURER / MODEL MAT'L. FINISH A ORI REMARKS 3. PROODE UNIT WITH OPTIONAL UPPER-HALF SAFETY FAN GUARD. �- 9 S1 EQUIP, EER/IPLV/SEER ---/---/10.0 11.0/9.7/--- -" UNG AF,EMOSTAT / DP STEEL BIAA� X LAY-IN T-BAR -- No Drawing* CARRIER MODEL NUMBER 48DJD024 48HJ0006 48SS030060 48HJD012 MI MECHANICAL FLOOR PLAN CEILING ••ACUTHERM / THERMA--FUSER HC STEEL OWE -SURFACE MOUNTED HEATING & COOLING SET POINTS M2 ENLARGED MECHANICAL PLANS AND DETAILS ACCESSORIES/OPTIONS FURNISHED BY OWNER (Y OR N) S5 ROOF rRAMING PLAN 53 DUCT MOUNTED ANEMOSTAT / X2V0 ALUMINUM OWE X SURFACE MOUNTED UNLESS OTHERWISE DIRECTED BY TOYS 'R' US, THE FOLLOWING SET POINTS SHALL APPLY TO ALL SYSTEMS. FACTORY INSTALLED ECONOMIZER W AROMETRIC RELIEF DIFFERENTIAL ENTHALPY CONTROL it OUTDOOR AIR HOO6 Y Y El CEILING ANEMOSTAT / GCS ALUMINUM 9YME X LAY-IN T-BAR OCCUPIED COOL - 70' UNOCCUPIED COOL- - 85' OCCUPIED HEAT - 60' UNOCCUPIED HEAT 58' TWO POSITION DAMPER N N CEILING ANEMOSTA T / S3HOD STEEL BWE X SURFACE MOUNTED �� ----- Ti NOTE: ALTERNATE DRIVE Z 7 N N CEILING ANEMOSTAT / GCS ALUMINUM BWE THERMOSTATS FOR HEATING ONLY SHALL HAVE SET POINT RANGE OF 551: TO 70VF & FOR HEATING t COOLING SHALL_ LAY-IN T-BAR HAVE SET POINT RANGE OF 55T TO 85F (ADJ.) TO PROVIDE A RANGE �F 10' BC 1 i 1FF'N FULL HEATING Js FULL COOL LNG. ALL HEATING do COOLING THERMOSTATS SHALL BE DEIGNED TO TERMINA`T ALL HEATINU O 68F At ALL COOLING • 78F'. ALTERNATE MOTOR N N T2 SIDEWAU_ ANEMOSTAT / GC5 ALUMINUM SWE HVAC EQUIPMENT SHALL COMPLY WITH GOVERNING CODE. - SLIRFACE MOUNTED .r_ ROOF CURB Y Y R1 SIDEWALL ANEMOSTAT / GC5 ALUMINUM BWE SURFACE MOUNTED BOTTOM POWER ENTRY KIT (IF AVAILABLE) MW W r Y R2 DUCT MOUNTED ANEMOSTAT / CCS ALUMINUM OWE SEISMIC BRACING REQUIRED: BURGLAR BARS Y Y R3 CEILING ANEMOSTAT / GC5 ALUMINUM BWE SURFACE MOUNTED CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR Ail DUCTWORK, PIPING, LIGHTING, AND EQUIP- MENT AS REQUIRED BY LOCAL CODES, ALL DUCTWORK AND PIPING SHALL 9E PROVIDED WITH SEIS- �' FINISH: BAKED OFT--WHITE ENAMEL (OK) •• - THERMALLY POWERED VAV DIFFUSER. MIC RESTRAINT i IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) 'B" OF THE ctj5MjQ I. PERFORM TESTING AND BALANCING AND SUBMIT REPORTS TO THE ••• - HARDPROVIDE LING KIT WITH TRAINT.MAN L GUIDEUNES_DLM CRANI -A SSS DATED 1991, AS PUBLISHED BY THE ENGINEER IN ACCORDANCE WITH SPECIFICATION SECTION 1S&rO. ACCESSORIES: VC-VOLUME CONTROL COATING SET POINT: 78' F REQUIRED. CEILING KIT WHERE SHEET METAL AND AIR CONCITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACN.A) AND PC-PAT'11:1tN CONTROL HEATING SET PONT 68' F REQUIRED. IN ACCORDANCE WITH THE LOCAL BUILDING CODE. 2. REFER DWG. S5, ROOF FRAA41NG PLAN, FOR EXACT LOCATION OF �i SL1B�TiTU710N FQR THIS DIFFII�F'R ROOF TOP UNIT'S, 3. PROVIDE PROPER DRIVE PACKAGE FOR LISTED CFM. 4. HAC SHALL FUPNISH AND INSTALL SMOKE DETECTORS FOR RTU-7. BID GATE: SMOKE DETECTORS SHALL BE WIRED TO THE BUILDING ALARM SYSTEM CADD NAME: TP96M03 PROJECT NO.: .VMQL_ DOOR HEATER (-AIR CURTAIN SCHEDULE AND TO AUTOMATICALLY SHUT DAMN THE UNIT AND SHALL 9E PLACEC DRAWN BY: AWS _ CHECKED BY: TMG w IN THE RF TURN AND SUPPLY AIR DUCTS. PROTOTYPE DESIGNATION: jj2746K(PU REV. 0.9s EQUIP. MARK MODEL BLOWER ELEC_. CAL DATA HEATER HORSE POWER VOLTS PHASE VOLTS PHASE KW AMP. OH-1 MK1-2-48 2 O 1/3 H.P. 120 1 480 3 125 1S �anca�� GAS PRESSURE REGULATOR SPECIFICATIONS 10877 WATSON ROAD NOTES. ST. LOUIS, MO 631.27 DOOR HEATER (AIR CURTAIN) A5 MANUFACTURED BY BERNER 1►`ITFRNATIONAL i5 PROVIDED MANUFACTURER CFH INLET SET _._ MECHANICAL SYM13OLS AND PROJECT MANAGERS BY OMNF-R AND INSTALLED 13Y CONMACTOR. MODEL CAPACITY SPRING COLOR-RANGE-ORIFICE PRESSURE POINT - REFER SPECIFICATIONS SECTION 150 AND MOUNTING DETAIL SRT. M2 FOR CLARIFICATION, SCHLUMBERGER v ABBREVIATIONS LEGEND INSTALLATION INSTRUCTIONS, FURTHER REQUIREMENTS, & ACCESSORIES/PEATURES. 8-31R 3/4'x3/4' UP TO 150 2 P.S.I.G. 7 Inches W.C. LT.GREEN - 5.5 to 8.0 Inches W.C. •- 1/8' FE 1 - MOTORS HAVE BUILT-IN THERMAL OVERLOAD PROTECTION. SCHLUM©F32GER A.F,F. ABOVE FINISHED FLOOR - - -G- -- GAS PIPING �G b B-31R 3/4"xi' 150 TO 400 2 P.S.1.G. 7 Inches W.C. LT.GREEN - 5.5 to 8.0 Inches W.C. - 1/4' APPROX. APPROXIMATE �- 6 SCHLUMBEROER BLDG. BUILDING -'� i--- UNION 05 r di 400 TO 800 CFM CUBIC FEET PER MINUTE A B-'31R 1"xt' 2 P.S I.G. 7 Inches W.C. LT.GREEN - 5.5 to 8.0 Inches W.C. - 31W C.L.;q CENTERLINE DIRT LEG I� PROFESSIONAL I� OREGON SCHLUMBERGER DH DOJRMHEATER (AIR CURTAIN) OF RECORD: / o, • 0-31R 1'x1 1/4' 800 TO 1100 2 P.S.1.G. 7 Inches W.C. LT.GREEN - 5.5 to 8.0 hlchee W.C. - 1/2' DIA.;• DIAMETER --�- GAS COCK JAMES C. AL R �9gAR�i z7, `�� DISC. DISCONNECT DN. DOWN __J DAMPER 31�-821-11 �- SFS' C. 1 8-348 BEJ?GER 1100 TO 1900 2 P.S.I.G. 7 Inches W.C. GREEN - 5.5 to 8.5 inches W.C. - 1/2' DOM. DOMESTIC B-34R 1 f/4"xf 1/4' oWc. DRAWING SUPPLY AIR DIFFUSER NOTES: EER ENERGY EFFICIENCY RATIO 0 EF EXHAUST FAN •• -REGULATORS ARE FULL CAPACITY INTERNAL RELIEF TYPE IN COMPLIANCE YNTH DOT/OPS CODE, PART 192 T11iF_ 49. ELC ELECTRICAL CONTRACTOR z RETURN OR EXHAUST GRILLE EMS ENERGY MANAGEMENT SYSTEM -REGULATORS TO BE INSTALLED NTH REJEF VENT IN POSITION TO PRF_VENT ENTRANCE OF WATER (PROVIDE SCREENED ENL. ENLARGED � THERMOSTAT VENT ELBOW AS REQUIRED). VENT OPENING TO BE LOCATED 12' MIN. ABOVE ROOF LEVEL. EQUIP. EQUIPMENT �- EXH. EXHAUST FLEXIBLE DUCT CONNECTION N tionol Office FIN. FL. FINISHED FLOOR FURN. FURNISHED RETURN, EXHAUST, OR 4 1 From Road HAC HEATING AND AIR COND. CONTRACTOR OUTSIDE AIR DUCT P ramus, NJ 07652 H.P. HORSE POWER UNION OR FLANGE (TYP.) HVAC HEATING, VENTILATING, AIR GOND. I ( U1) 599-7600 IN. INCH(ES) DISCHARGE OR SUPPLY AIR DUCT GEOFFREY PIPE ADAPTOR SIZED TO GAUC,E TAF' HIGH BTU TYPE FLEXIBLE IPLV INTEGRATED PART LOAD VALUE S1-128_ ------ SUPPLY AIR-AIR QUANTITY (CFM)F DIFFUSER ( REGULATOR INLET AS REQ'D- CONVECTOR (DORMONT KW KILOWATTS) UNION OR FLANGE TYP,) 18" MIN. LENGTH OF G.P.R. MODEL SCC-16 OR EQUAL MBH 1000 BTUH 824 -- DIFFUSER SIZE (NECK/FRAME) DESIGNATION fc STRAIGHT-PIPE. SIZE ) This drawing is the Exclusive Property of PIPE ADAPTOR SIZED R ►-� REGULATOR SHUT-OFF VALVE AS APPROVED MSN. MINIMUMMANUFATURNING TURNING VANES - NUMBER OF VANES SHALL OF TOYS "R" US. The information shown may REGULATOR INLET AS READ BOON' OUTLET ROOF TOP N.I.C. NOT IN CONTRACT BASED ON ACTUAL DUCT SIZE AND NOT ON not be used nor the Drawings Reproduced SHUT-OFF VALVE C.P.R. GAUGE TAP I UNIT N.T.s. NOT TO SCALE ?0X12 SCHEMATIC SYMBOLS ON DRAWING. 9 p �, r SIZE PER PLAN O.A.;O/A OUTSIDE AIR DUCT SIZE DESIGNATION: SIZE IS SHEET METAL without permission of TOYS "f1' US. PBC PLUMBING CONTRACTOR SIZE. ALLOWANCE HAS BEEN MADE FOR SIZE PER PLAN SLEEVE AND SEAL PLHG. PLUMBING INTERIOR INSULATION WHERE SPECIFIED. LOCOtIOn FLOW FULL SIZE R.A. RETURN AIR UNIT 2P. G. SIZE PER PLAN 2 FLjfQ;j��' Dlh' LEG 2. 4' MAX, QEQ'D. REQUIRED EQUIPMENT DESIGUAT1ON S. SUPPLYRTU ROOF AIR NIT MARK - -. SEE N EFFICIENCY RATIO TIGARD, OREGON _ _- - - -FULL SI - -. AL ENERGY XX� KEYED NOTES ON DRAWING _ ._.._.._ S P. STATIC PRESSURE _` -�. - _../_ SENS. SENSIBLE ROOF ST,.--.-RE DIRT L!_G ROOF STRUCTURE SHT. SHEET REVISIONS Drawing Title SVC. SERVICE EQ MECA.EQUIPMENT GAS FIRED T-STAT THERMOSTAT MECHANICAL fQU1PMENT BELOW ROOF IYP TYPICAL FAPJ � POINT OF NEW CONNECTION UH UNIT HEATER TO OLD GAS PIPING SYSTEM SCHEDULES GA2 PEESSUREw/ WI,H W/o WITHOUT Scale Date SCALE: NONE AV VARIABLE AIR VOLUME AS NOTED W.C. WATER COLUMN % PERCENT Sheet N o. r` • PHASE 10055 SW CascadE! 'F DEGREES FAHh�'TNHEIT I BLIP 96-0613 23035 3 0 ...,.w,w.,w.»......-+...-......w.w....,...,v..nr.•w..w.T:.,.w.rw .+. wrrwnauM..�--...*...,rw+.-.....,. .,..::...M n.,•..,.,..,...,.. ,... . :«end '` - .�,:.- �` .. .: j +.M w -, �!: � � .. .h x;� � ,. ..w..«.i..,...rM,.w...,.•.r-.,:.......w.....+..--- - .-._-..-..may.-.+-...+..-o.._....:... ..,.,.-........ •..+M�wOwd»w+rwMnr+.+.+-r....,_,..................._.. ._...+..-.-.....«.,...-......_....-.•._.-.a......,.._..........._.,....,-.�.....•.•+w �-..�...._-._.. IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED i '�I}I�I�I�I� Idl(I�I�i}ISI I}I}i}f�l}i}III'}I}l�I�I}I}I I}i}111111}I f�fi}'!'}1�1'j`I}f i i}ill}1'�I}►ll t I}I}I}f�1}i}i ! �i �I��i�l)Ijj r ` Nfti Mbt M tI11M1A INt}II}till �IIIIIut tnillnt tnlltrll�nl}uu nalnu lull III nlllli I i i � ;. ! II II }n l uIIlllnirnllun mlllnr rllllnn nu}It,u rnlhuitunElui uuluu II1.�11n i�r}uIr udr+r httlttt rgt�tlt t1�t tttitttt Illt}tl� �tiult NIr}rrl ttlrlutt nI} m t r . - Pw . M1' .' .. a _. .... T 6.•y .1. rGENERAL NOTES PRO �c 5 #� i �� ;>, ( t:J 11 �` "� No Date D••s�cription A" • t •�t: VIDE � NECESSARY OFFSE IS, RAISi S (;r't DROPS `� - '�•' `tlo� T iD? .IU' � • r #' IN PIPINQ AND AUXILIARY DRAINS REQUIirO BY �, _ - - . ,x ati 9011,0040 C 01Jf t1 T K)N S ` .��.:1 ar__«___- -._2 FrX'41dINE TNf "lOEI C ! AL .!'� ._. _»_...."., ,___ a .___ _ . . __ 111" __-- -___ •.r ___ _«__ _ - ._.. «��__18_ _ 1 COMMONS AND VERIF L , _- ., --• a• MEASURIMENTS. DISTANCES. ELEVATIONS. ��._ 34' S_ _._- _._.._755•'S ''yr---- UEARANCE.S EIC ) ",�-- * 3 ARC;HITT:CTURAi., AVO ELECTRICAL BACKCROl1Np I I ' -- '•--- ~ � t INFORMAiION 15 SHOWN FOR COpRDINATiON PURPOSk5 I I t . QNL,i REFER TO THE PROPER i1RAWN,S FOR E}AC t I ! ; LOCATiONS. !WZES AND 4XIANTITIFS CW OTHER (RA)E S' WORK I + Jr I t 1Hf. ENGINEERING DRA1dING5 HAVE BEEN PREPARED USING, AU rUCAD RELEASE 12 THE DRAWINGS ARE ' 100% CAA THESE DOCUMENTS W;LL BE MADE AVAILABLE To THE SUCCESSFUL AUTOMATIC , :PRINKLEF CON TR AC 1cIR IN EITHER THF FORM 1 OF DISI,(ETTE OR RAND COP1 • 5 MAINTAIN EXISTING AUTOMATIC SPRINKLER Si-STEM ._....._•.-.. « . ..« .._ «_ .. .._......_...:.,T •--�wr—sm+tj.._ '.. .:_ THRr?UCNF3U T ENTIRE STORE 1 �ysr�a• —•t•--• 1. •�j ,I' - 16 DEMI) AND REMC)11r EXISTING SPRIN►ctEHS AND PIPNa': PAD 1 1 ---- ---"—"`- ~-- "• 1 . ! i -- — --- iN ALL AREAS WHICH ARE TO BE REMOVlf! CAF-% PL w, s TRI_)bi'. ! OVERHEAD CIUTIf TS AS REQUIRED, REFER TO DRAWING "D1" CE1A')L1TIrIN PLAN FOR Ex TENTS 9F REMOGEI I i fi y'.� -_ _ _- -_. ..,,�.,_•,__ ' PROVIDE NEW SPRINk LERS AND PIPING IN ALL AREAS AS REOUiRFD Pi THE REM(W..l, IN ACCORDANCE WITH I ( I NFPA13 j_. . .•..«........... _._...__... _i...«_.... i ._._-. .._... - -3.�.mO•'�•"' -zr'-7aRffs.: t"y�.iyt♦•yP iq«`Pim• a --ers'- aa��a1C... - -- � aM••rsarwr•. - -s«-• - ..-.. _ ....... ...«. .... ._.,...} � rp•..\111 i I ' 1 6-INCH Ar•JD LAF7(;Eh PIPES RUNNING PARALLEL TO BAR ,k'115( `,HALL OF. HUNG FROM TRAPEZE MANGERS N w 1 • SUPPORTED NEARLY EQUALLY B� TWO JC>15TS ONLY UNE PIPE SHALL 6E `,UPAORTED FROM A SINGLE 1 I T7aAPE7{ NANG>T.R UNLESS 0191ER1M5E APPROV'EL) Ire I H WItiITING 8ti THE SWUL: JRAE ENGINEER OF RECORD 1 + t 1 Drawing R e f e r e n G e.S ) HANGER' WITH MORE 1FAN 1SO POUNDS OF LOAD F ' SHOUID 6E ATTACHED TO THE JOIST AT A PANEL POINT t,dr«- +Q.• 1.. No Orowings ` 1 ( 7 1 4. CCJVROINATE ALL HANGER 1YPE, AND LOCATIONS , ,-„� '• F„_-; —""' -”" • WITH THE STRUCTiJRAL ENC:INLER OF RECORD I ^. .. :. S'1'M60L KEY .-'•-_____ .___ .__.____________._.__. _._ � ( ' '�"' • , """"` , • CHROME °,FMI-RI_C!`SSED ICIT 1/2"ORIFu:E y (« .. .-.I 1 O BRASS UPRIGHT 16`T' t ?'ORIFICE r ll ... _...... .... ..«..... _ _..«._.- ... 1.. ' 1►SERE(?�IREE�Rt:IAOpElEO AM 'RFl_OCATE SF�PINhIf.RS ......_.........«. .. .... ..... . 1 .._ .... i .. .. _. ^.....__....._ _,.. ... . w.. ,.._, _ .. ....._.._. � ... ... - ._.. ... . 1 • TY 8105: 1 i/2�/8f R rI AI iNKI�1. CA'11�N ISSUED FOR p• -0• 0. 2_--0' ! ` 1 1 i 1 t ` ISSUEDVOR PERMITS: 11/22/ ;r,• EI, - ( I 1 I ( ',` CARD NAME,: 62221",01 PROJECT NO.., 62726.0 o iTh • _ _� p !, I i 1 �1 t r„i� DRAWN BYCHECKED BY: ,CR# RC O1YPE DESIGNATION: EXISTING SFRINKLER 1 br SPRINKLER ((Y1”) 3`RADUIS TOLERANCE (TIF) S1 STEM TO REMAIN !' NOTE: / , _. �RiNKLER SHALL 9E POSITIONED AS SHOWN WITH +•.wwF m-�_ _ A 3" TOLERANCE MOWEVER, SHOULD ANY PART Or' ___ � .. _ __ _ _.._ ...� - ______._ __... ._ _. ,.__.»•_,._..1 _ - _ ___ _ ��PAQ� U� ' THE T�`RANCf BE USED, 1HEN ALL THE SPRINKLERS i i 1 l 1�� INTHEPOW SHALL BE OFFSET RY THE SAME ! 1 J ! _ DISTANCE IN THE SAME DIRECTION I 104 Y CRIT-EPIA _�A45 ANy pRf A � Ak�� MAINTAIN ORDINARY ' r J � • ' ' HAZARD GROUP 2 PROTECTION IN ACCORDANCE WITH i THE SEA[ AND SO4ATURE APPLY OINAN TO THE DOCUI�IT TO i NFPA ►3, INSTALLATION OF �;PRf,ykLER S'rSTEMS. 1 M1.11CM THEY ARE AFFIXED, A9'10 EXPRESSLY D15CLA,q�1 DESIGN CRITERIA SHALL PE AS rOl.l�)Ml; RESPONSIBILITY I A L TY OR ALL O'HER PLANS, SF'ECOXA bb Df'NStTY - U � ) l 'M `SU �T ........ _ h ._ r...•. _«...._ . «.«.. ..«». .. _.....- ... _ _..,._. ` ,, f �.« r{r _._... . _........_. ... 1 _.. } ESTIMATES. REPORTS OR C1TtiEk LN)C:Rdif:NT$ !?p INTS � 6 » ..`._ « ... . RELATING OR fNTENOM TO TTE USED FOR ANY PART +fir 1 TNG TO I = + t• + PARTS OF THE AtCHTECTURAL !Nt ENGiNEERit41C P'POJEq , OPERATING AREA - 1•'500 FT i I ,i •EMPERA nJRE HATING - 16..,1 II , HOSE STFLAM ALIOWAFJCF ;0 f,rM I ' ��rftt_�'_ _-__S�At NA•�_��tif�l.f`G�f3E..9S�__- � 1" t r ` ��AhPC1 i ,, � f ••i � � , PROVIDE ORDINARY HAZARD t;R(x)P 1 PROT•ELTION IN q ` ACCORDANCE VATH NFPA 13, IN IALLATION OF 1 1 I Ij� i 4 OUC J11 N T SPRIFIKt.ER SYSTEMS. t9E;IGN f.RITfRIa ;HALL BF , 1 ( 1 i ERIE PRO1tc1I0N 1/� AS FOLLOWS R KIF,F�I OOR CIEF^F( s 1 �' W/4ruL TS DENS1Tr - D.15 ,PIA/SCJ FT A I t !I >'64 �rF1C( 1►AAH(WAY Qy17E AO v = • i ST. LOUIS. 4,10 63,ioi �`. (PFRAIING APED - 1.5U0 SO..FT ` _ .+. x,.,+«..r.wy _.. ___..__ _._ _ ..r .. ... ___._ . . _. .....► 1 , r :5 TEMPERATURE uATING - 1657 • �' fIRANC'll-t.�»......--,-..•..«. .,....._........».......�....4...»_.« i ( � � r �. .«.. � i � SLY- , STREAM ALLOWA14rE - 250 6PM. .. W12 1 r I 1 NN i { YS ,PPINITIER :"r ACING SHALL A r - � ,+• :. . I. BE S SN IMM ON DRAW- I � s , INGS I 22" MAX. t. FINISHED CEILING AREAS - IT IS INTENDED THAT I - i Notional c:e ` '-' �{ �� i � N o al Offi � - ( I 4 461 From Roast ' 1Hf. �:PCATEyT ACCURACY Flt. PROVIDED TO IOCATE __��_�_____.� _ _ � -- -- -• . SORiNrt ER IN ACCORDANCE WITH THE DIMENSIONS 1 Paramus NJ 07652 +R SHOWN ON THE DRAWINGS MAtHOUT THE EXPENSE OF "RETURN SEND" It IS UNDERST1IOD ^:AT I ` f xr t (201) 599-78th n ` NO •a (' .. MOPE THAN A 3-INCH RADIUS TOLERANCE ABOUT ! - i .T;�t '� fi' `..:i.--: ••(..r_. -->-r r• 1 THE POIFIT IDENT!Pr ED 91' D1MEN'RINV WILT. 8E ! t 1 ` ' b + . . •0 • • A(;CE:PTLp. WHERE ROWS OF 'iPRINE{LER$ ARF ... I (1 � ,,._.�- h' PROVIDFD IM 114IN THE C PLANE, N T EMEN T, _.._.._._. -• f _._ �. __._____ _.__. _Y i. Owin i p IIII SAME EiLING P E, e (C ( r t �,, Ii ( This dr '(7R ONE • TYP AL :LEARANC R I _. I"I .l. ««_ . .... _ « _ -.._. . . ., - -- 9 s the ExCIU9ivp Property of E EOU R _�. I.... .,... ... PPRi OF SHALL BE THE tSAME FOR A L OTHER FOR UPRIGHT SPRINKLERS AT VESTIBULE �i _Z , + ► 'q y ----= ��~ .... -.... ..-•-. �• a TOYS R" US. t ormotion shnwnrmay ! S p �..w » i r e In f + r NOT TO SCALE I _�_ _ _� � h �-- • '1� g; not be used nor the Drowings Reproduced IN THAT SAME ROW CO(W[FNA E CLOSELY WITH I i THE ELECTRICIAN INSTALLING L NTS A I 1 SPEAKERS. THF INTENDED EFT'EC1 IS THAT ....__«._ _ «f --- _-_• _. __ ,,_, �� 1 i t� without permission Of TOYS `R ;,. SP LERS 8E IN LINE WITH EACH OTHER ,1N0 ( 1 �• -- -- .-•- .• _ -- .. .._. _.._. _•_-- -... «•.._.._....._ _._ __...-....._.._... A,� MATH OTHER SYSTEMS (I. E LIGHTS AND ' SPEAKERS). I • �, L_o��ation , lo.4 1o'-0- o_- 10'- i0'-0' I iv''+_ -o' lo'ro' EG t 1 1 11 � ORECON' A WA1ER FLOW TEST Cr1NUUCT[Ll NEAR THE ,ITE OF ---- --- 1D TkIS PRC•lEft WAS N01 I'yJRRE►dnY AVA4ABt.E � If THF. FPC SHALL PERFORM A FI.OW TEST AND SUBMIT A i 1 N. A RFPURT TO CCI. �' ,.� t,-A., ..1. i .. �,.1.., i .-` 1 �L,N K5 1) '' •� B Drawing Title _ TMEM1 CONNECTION A, ... �- " REUSE EXISTING FIRE f?FPAR � ' INDICATED (.NJ DRAWING, �•-•.-_.._..c4.�10" IT 3•.._..._...�...__.....1A .......... ♦/� _. 2 .__.._...•....23' _..•.._ ,.R - -___...... ' _ r u• I'J'•rr•• I 1 R. 1 �M ) M A ` , --_-__._ _ ___ 1 r 1 \I �r "� l •�,`\ �r r)` �' ., 1 / I `•s' P RIND -- ESR LAYOUT .. .. (=(Ile Date AUTOMATIC P fR I ��1 k' ) A Nom© �zs/9� (__ E: F , I_._ A Y C' U T SCALE: 1/16" 1''"•0" Sheet no. ' 10065 SW Cascade v X. BUP 9Ci-0813F_ P +... 24 of 3G r ._.____ ___-.._- ._... ..__._......_...-.Y.r.......«..-,_._. .....-_..__.___._.._ SFJ' , ,r�,,ri• 1 1 + IF THIS NOTICE APPEARS CLEARER THAN THE OCT 61998 I DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED I ►-1_►II�iIIIII IIIIIII�IIII� ilil�Ii�tliii iIi�I�Ii�IIIIII IIIIIII��I�I �ff� 1iIIIIt�IIIII ►�I>>I�ttr11liWWI� tA>rall �IN-c"" I j IIIIIIiI IIIlIIIII IIIIIIIIIIII11I111= IIIIiIHI (I11Illll IIIIIlff1 illllplV IIIIIIiII IIiIIIIII IIIII{IlIIiIiIiUfl IIIilillf flllilll{ IUiIM,11 If11I1111 IIIIIiNi iINiIIi111Rl�lttt iIIIItHI II{{IiI llf�bfit .�! f9�1�{ �t►iii' lt) NI�IIIiffI11IlIp IIII11!{11{fI t • } ,�;. � •':moi.. t (. I+ Revision s LIGHTING FIXTURE SCHEDULE No Aat. t� F1XT. SPECIFICATION LAMP DATA TOTAL (NOT ALL SYMBOLS ARE NECESSARILY USED ON DRAWINGS) PERMIT APPLICATION TYPE MOUNTING HEIGHT TO NO OF WAT'r. 1. BEFORE SUBMITTING THE BID PROPOSAL. ELECTRICAL CONTRACTOR CONDUII RECEPTACLES MANUFACTURER CATALOG NUMBER ++ NO. WATTS LAMP TYPE BOTTOM OF FIXTURE FlXT. PER SHALL VISIT THE JOB SITiE AND FULLY ACQUAINT HIMSELF WITH THE ABOW CEILING, IN WALLS, EXPOSED FlXT JOB CONDITIONS AND VERIFY SERVICE CONNECTIONS. INCLUDING ALL OR CONCEALED (� DUPLEY RECEPTACLE (GROUND TYPE) A j NECESSARY PULLBOXES, SIZE AND NUMBER OF CONDUITS AND CONDUCTORS, y 0 MOUNTiNG HEIGHT 15" AFF CRESCENT RT396-HO-277V-SEC/TU F 6 95 F98T"+ � �O/3S 2 35 SWITCHGEAR, METERING, CABLE CHARGES ETC.. WHETHER SHOWN ON DRAWINGS UNDER SLAB OR BELOW GRADE DWG DWG E ESEE NOTES ON4.1 U.O.N. 8 534 OR NOT BUT REQUIRED BY SERVICE UTILITY CO.TO MAKE A COMPLETE PENDANT RECEPTACLE AND OPERATING ELECTRICAL SERVICE WITHOUT ADDITIONAL COST TO THE HOME RUN TO PANEL "LA' CIRCUITS LAAdAA DUAL -LITE �'2 FURNISHED W XiiiRE OWNER. VERIFY SERVICES AND CHARGES VATH POWER AND TELEPHONE COMPANIES. 6,8.10. HACHURES - NO. OF WIRES, LA-6, ,1 LONG HACHURE v SYSTEM NEUTRAL DUPLEX RECEPTACLE (GROUND TYPE) � MOUNTED AT 10-0 A.F,F. 14 50 0W WEATHER-PROOF 2. ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT I ISOLATED GROUND CONDUCTOR B UCHT'OUER 9060-GD-8120--VTIl0 F 1 26 26WIQT RECESSED 3 26 OF ALL OTHERS AND SHALL INSTALL LIGHTING FIXTURES SYMMETRICALLY WITH SPECIAL RECEPTACLE (AS NOTED) AISLE AND/OR DIMENSIONS AND ACCOMMODATE FIXTURESWITH OTHER -iGkT1NG EXTLI= EQUIPMENT INSTALLATIONS. PRIOR TO FINISH OF EFFECTED WORK, ELC SHALL FLUORESCENT (UPPER CASE LETTER HUBBELL IG5362 C 12'-6' SEE NOTES ON 189 INSTRUCT THE OWNER AND/OR MANAGER ON THE USE AND MAINTENANCE A2b E3a INDICATES FIXTIIRE TYPE, NUMBER CRESCENT RH29d-HO-277V-ELECTRONIC F 2 95 F96.12/D35/HO/SS DWG E4.1 U.O.N. 178 OF THE EI..ECTi21CAL SYSTEM. INDICATES HUBBELL IGS382 Q � INDICATES CIRCUIT, LOWER CASE MOUNT UNDER CABINET 3. ELC SHALL VERIFY ALL REQUIREMENTS OF MECHANICAL EQUIPMENT WITH LETTER INDICATES SWITCHING). � D CRESCENT AWB-240-12OV-STB-•OCT-SEC-TU F 2 62 F32TO/SP35/RS IN COUNT ROOM AND 2 62 MECHANICAL DRAWINGS AND SPECIFICATIONS. AND SHALL FURNISH AND INSTALL RECEPTACLE (GROUND TYP) 1:1 HID PENDANT FIXTUREQUQUAD D AFF UNLESS NOTED WALL OF TELCO ROOM ALL ITEMS REQUIRED BY THE HAC CONTRACTOR FOR COMPLETE INSTALLATi;V. OTHERWISE E CRESCENT 24GP340Ai-277V-SS-OCT F 3 32 F032/635 RECESSED 25 89 4. ELC SHALL MAINTAIN EXACT LIGHT FIXTURE LOCATIONS AS DIRECTED BY NOTESO INCANDESCENT OR HIGH INTENSITY DISCHARGE ON SIIEET E4. MIS ANFOUS `..� WALL PACK (H.I,D.) u - F CRESCENT SCFi40-8-7-SS-OCT-•TRU-SU F 1 100F98T12/035/HO/SS R00 HUNG AT 12'-8' AFF 28 82 5. RUNNING OVERCURRENT PROTECTION AND DISCONNECT MEANS SHALL BE (D JUNCTION BOX INSTALLED ON ALL MOTORS TO COMPLY WiTH CODE. a r NIGHT LIGHT FIXTURE H UGHTOUER d. ALL DISCONNECT SWATCHES SHALL BE 'HORSEPOWER RATED" FOR THE ® GENERATOR OPERATED LIGHT' FIXTURE JUNCTION BOX AMOUNTED IN JOIST AREA 9022WH 1 1 70 MP_7OPAR38/U/FL35 TRACK MOUNTED 38 70 MOTOR CONNECTED. ® FOR CONNECTION TO RACKING. CONDUITS AT 12-6" AFF EXIT SIGN J IT�� CONNECTED BETWEEN SUCH BOXES SHALL 7. FLUORESCENT BALLASTS SHALL COMPLY W/ ALL APPLICABLEAE ROUTED IN JOIST AREA H1 UGHTOUER 9022WM I 1 ::70 Mp70PAR38/U/FL35 AT 12 POINT MCJNTELi 70 STANDARDS, AND CODES. BE SINGLE POLE SWITCH (MT HT 48" AFF) AT 12-6" AFF 8. CIRCUIT BREAKERS IN TELEPHONE OUTLET BOX, WALL TYPE, W/ FIXTURES NOT WITHIN SIGHT OF PANEL. SHALL HAVE APPROVED MEANS LIGHTING PANELS CONTROLLING FLUORESCENT SWITCH WITH PILOT LIGHT (MT HT 48" AFF) � 3/4" C. BACK TO TELEPHONE EQUIPMENT H8 HOLOPHANE RA250MH-31-TOYS MH 1 250 MP250/C/BU-ONLY 13'-6' AFF 71 295 FOR LOCKING IN THE OPEN POSIliON. P BACKBOARD (MT HT 48' AFF UNLESS Ol}iERWISE NOTED) 9. ELECTRICAL WORK AND MATERIALS SHALL COMPLY WITH LATEST "N.E.C," #k KEY OPERATED SWITCH (MT HT 48" AFF) MH 1 250 MP250/C/BU-ONLY DATA PROCESSING J-BOX 4" SQUARE (COVER BBF_ HOLOPHANE RA250MH-31-TOYS-EM 13'-d' AFF S 295 AND ALL LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT AMONG 0 1 250 QUARTZ 25OW 250 REQUIREMENTS, THE MOST RESTRICTIVE SHALL APPLY. PQWER AN /gyp D coNTRQ� PLATE BY OTHERS) W/ 3/4' C. STUBBED UP Drawing References AND EXTEND 1T) COMPUTER BA ^,.i(BOARD 10, LIGHTING FIXTURES AND ELECTRICAL DEVICES FOR USE OUTSIDE THE ED TRANSFORMER VARIABLE SPEED CONTROL No Drawh L C7tESCENT 00196-16-PG7 F 1 100 F96T12/D35/HO/SS SURFACE 4 178 BUILDING SHALL BE WEATHERPROOF. (� PANEL SMOKE DETECTOR, 120V PHOTOELECTRIC TYPE 11. FUSES SHALL BE AS MANUFACTURED BY BUSSMANN CO. UNLESS NOTED (IMBUE OR WILIER KIDDE) MT HT AS NEAR M DUAL-LITE LXURWH- EXIT LIGHT FURNISHED W FIXTURE OTHERWISE. BELOW SUSPENDED CEILING AS PRACTICAL MATH LAMP / SEE NOTE � 5 0 50 � MOTOR 12. GROUND ELECTRICAL EQUIPMENT PER "N.E.C." AND LOCAL CODE REQUIREMENTS. ��CCC Mi DUAL-LITE LXL"4'.10E- EXIT LIGHT 13. ALL FANS, k DOOR HEATERS ARE FURNISHED BY TRU, UNIT HEATERS F:IRNISHED BY CONTRACTOR. MANUFACTURER FURNISHED CONTROL PANEL REVISION MARK (BATTERY PACK) FURNISHED W/ FIXTURE SEE NOTE / S 14 50 K=M M - MANUAL MOTOR STARTER WITH PILOT LIGHT _ 14. NO CONDUIT, DISCONNECTS, ETC.. SHALL BE ROUTED ACROSS, OR M00JN1E0 K - KEY OPERATED SO WADI:LIiE SLS/M-800-S-48OV-08-MHL FURNISHED W/ FIXTURE MVR 400 (TWIN) FURN.SSS-101-5011-30-OZ BY'TTRU• BZ 0 910 ON. FRONT WALL. CONDUITS SHALL BE ROUTED IN SLAB OR DISCONNECT SWITCHNON-FUSED EXCEPT AS NOTED) INST. BY ELC WITHIN WALL OR CHASE IN THIS AREA. D ( SUSPEND LIGHT FIXTURE FROM SSS-101-5011-30--BZ 15. SEE SITE PLAN FOR SITE WORK BY ELC. UNISTRUT CHANNEL PLACED SLZ WIDELITE SLS/M-FMA- DB- M-M FURNISHED W/ FIXTURE MVR 400 (TWIN) FURN. BY "TRU' 0 910 O SENSOR FOR ROOF TOP UNITS ACROSS TOP CHORD OF MTL INST. BY ELC 16. ALL CONDUCTORS SHALL BE /12 AWG, EXCEPT AS OTHERWISE NOTED OR JOiST DECK FLUTING AS REQUIRED FOR VOLTAGE DROP (SEE SPECS.). ALL CONDUIT 1/2" EXCEPT AS OTHERWISE NOTED. SL3 EXCEUNG SAR173MAL-8-RL10 MH 1 175 M175/U/MED SURFACE 6 215 _ 17. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL WIRNG TO ALL SIGNS AND - SMALL MAKE FINAL CONNECTIONS TO ALL SIGNS. SIGNS ARE PROVIDED T LIGHTOUER 91 08W 8' TRACK N/A N/A MCX)N1ED AT 11 BY OTHERS, ELC. SHALL COORDINATE LOCATION OF ROUGH-IN WITH SiGN 12'-6' ATF U.O.N. CONTRACTOR. SUSPEND LIGHT FIXTURE FROM MOUNTED AT 16. FIXTURES SHALL BE SUPPORTED AT THE ENDS OF EACH FIXTURE WITH UNISTRUT CHANNEL PLACED LIGHTOL.IER 9108W 4' TRACK N/A N/A 12'-6" AFF U.O.N. 2 SUPPORTS NOT TO EXCEED 4 FOOT SPACING. ACROSS TOP CHORD OF MTL.. - JOIST IN DECK FLUTING 19. THE ONLY CONDUIT PERMITTED ON BUILDING COLUMNS IN THE SALES AREA THREADED ROD U ODEiJTE W+PCIOOMAL-WHITE-277V FURNISHED Wj nxn)RE BT28-100 MH SEE ARCH. ELEVATIONS 0 295 WILL BE FED FROM ABOVE FOR THE SENSOR, AND AS NOTED ON SHEET E3. 20. ELECTRICAL CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL �� U1 STONCO WP250MAL-WHITE-:.77V FURNISHED W/ FIXTURE BT28-250 MH SEE ARCH. ELEVATIONS 0 295 UNUSED CONDUIT, WIRE, ETC. IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, RULES AND REGUI_AT10N5. LIGHT FIXTURE BID DATE: TYPE HB OR HBE CADD NAME: 01 PROJECT NO.: U2 STONCO WI'400MAL-NMITE-277V FURNISHED W FIXTURE BT28-400 MH SEE ELEC. DINGS.- / / SEE ARCH. ELEVATIONS 0 458 DRAWN BY: _ PH/RFF CHECKED BY: - - PROTOTYPE DESIGNATION: 19974e��CPu REV_ _26 V CRESCENT C140RE7-12OV-T8-ELECTRONIC F 1 35 F032/835 MOUNTED ON RACKING 1011111111 10 39 �. U.N.O. NOTE: THREADED ROD---,_ --- MOUNTED ON RACKING INASMUCH AS POSS48LE, ALL CONDUITS FOR POWER k UGHTING, V1 CRESCENT C140-8R-120V-T8-ELECTRONIC F 2 35 F032/835 U.N.O. 48 63 NOT ROUTED IN OR UNDER SLAB, SHALL BE ROUTED BETWEEN MONO-POINT LIGHT FIXTURE Q� O DASHED LINES AND SHALL BE HELD AS NEAR TO ROOF DECK AS 1D877 WATSON ROAD POSSIBLE. AS SHOWN ON SHEET E2. FOR ILLUMINATING ICONS --.__�' P ST. LOUIS MCN R31 7 J V2 CRESCENT SCFW240--120V-T8-ELECTRONIC F 2 35 F032/835 MOUNTED ON RACKING ,PROJECT MANAGERS d U.N.O. 122 63 / RT802842-MODIFIED W/2-TO X LIGHTOUER LA E©/UPLIGHT LENS/TANDEM F 4 35 F032/835 SEE ARCHITECTURAL 21 114 SHUT A1.1 MONO- POINT H1 LIGHT DETAIL, ID LIGHT MOUNTING DETAIL E° °F� , M y CRESCENT Dc40 1 1 40 40w/A19 6'- D" D 40 SCALE: NONE SCALE: NONE -J-BOX W/ HUBBELL AL4 ' FIXTURE LEVELER FOR , a �+ LAMPS. I-INCANDESCENT F-FLUORESCENT MV-MERCURY VAPOR MH-METAL HALIDE Q-QUARTZ HPS-HIGH PRESSURE SODIUM O SEE NOTE 1, DWG E4 TYPE 'M' FIXTURE. Ab FIXTURE LEVELER BY BEAM CLAMP, CLAMP FOR FLEX CONDUIT REQUIREMENTS PROFESSIONAL./ '9 1 ELC. TOP OF ROOF ( FRAMING MEMBER. TO ANGLE TYP.) OF E RECORD: i y J9�► R7� 211 JAMES C. ERT 'jFS C. � LIGHIING EIXTURE .-SCHEDULE NQIE5• -1/2' CONDUIT � 1 Fi THREADED STEEL 314-821- m J-BOX ROD SCREWED INTO 1. ALL LIGHTING 'C" CLAMP (TYP.) FIXTURES, LAMPS k BALLASTS WILL BE FURNISHED BY TOYS 'R' US, INC. AND INSTALLED BY ELC. EXCEPT AS OTHERWISE NOTED. EXIT SEE GLOW-UP .., 2. FTX'iURE OUANTiT1E5 SHOWN ARE FOR OWNERS INFORMATION ONLY. ELC SHALL VFDETAIL J; FIXTURE QUANTITIES. THREADED ROD BY ELC i'+�,NG� �` EILOW-UP DETAIL 3. ALL LIGHTING FIXTURES W SALES AREA SHALL BE ROD OR PENDENT HUNG. ELC SHALL. PROVIDE 8005 EXIT SIGN MOUNTING DETAIL SLIDE BRACKET / �+� �� Na onal Office k BEAM CLAMPS. TRU WILL FURNISH HEAVY DUTY COUPLERS AND SLIDE BRACKETS. (TYP.) / �•� �Ip SCALE: NONE 46 From Rood 4. FIXTURES SHIPPED IN (2) 4' SECTIONS. ELC TO 'MELD JOIN THE 11AA9 SECTIONS TOGETHER TO MAKE (1) 8' LONG Po amu... NJ 07652 FIXTURE. ELC TO USE COUPLER SUPPLIED WITH FIXTURE, WHICH IS FURNISHED BY TRU. COLOR SLEEVE ON SCALE: NONE LIGHT FIXTURE' ELC PROVIDE ANGLES (2 1) 599-7800 UPPER LAMP FURNISHED BY TRU, INSTALLED BY ELC. WHERE NEEDED 5. PENDANT MOUNT EXIT SIGNS AT 10'--0' AFF EXCEPT SURFACE MOUNT OVER SLIDING DOORS. EXIT SIGNS GEOFFREY SALES AREA MOUNTING DETAIL g SHALL BE CLEAR OF ALL FIXTURING BEAM CLAMP, CLAMP This drawing is the Exclusive Property of h SCALE: NONE TOROOF "BEAM AMING MEMBER OR THREAD :TEEL ROD TOYS "ST" US. The information shown may SCREW INTO BEAM CLAMP k BOLT TOnot be used nor the Drawings Reproduced ,Q SLIDE CLIP without permission of TOYS "Fl" US. °iA TDP OF ROOF -- SLIDE CUP ATION5 SEE DETAIL BLOW-UP FRAMING MEMBER. Location 9 SFr' ABOVE FINISHED FLOOR � TOP OF ROOF THIS SHEET. FRAMING MEMBER. TIGARD, OREGON EF EXHAUST FAANN EC EMPTY CO WERE REQUIRED BY CODE 4 4 O 4'- 0" 4'- 0` SEISMIC SPLINE LINES ---- - - - - HEAVY DUTY COUPLER ELC ELECTRICAL CONTRACTOR AT 45' AT 9'-0" FURN. BY OWNER BOLT TING ELECTRIC WATER COOLER O.C. (TYPICAL FOR Drawing Title HAC MECHANICAL CUNTRACTOR ALL MOUNTING DETAILS).--- --THREADED ROD BY ELC JB JUNCTION BOX sWG� ELECTRICAL NOTES NIC. NOT IN CONTRACT 1/8' DIA. AIRCRAFT \ /' �^ MOP MAIN DISTRIBUTION PANEL CABLE BY ELC + - THREADED ROD BY ELC M'+. HT. MOUNTING HEIGHT �j� '� RTU ROOF TOP UNIT �P� a -_0 AND SYMBOLS " BRACKET �/' TRU TOYS OR, US TRACK LIGHTING - ELC PROVIDE ANGLES TYPE C FIXTURE LIGHT FIXTURE '� Scale Date UH UNiT HEATER LION UNLESS OTHERWISE NOTED WHERE NEEDED � NONE w/ WITH R PROOF T T_„�YPI CAL HANGING DETAIL Sheet-No. G_HT MOUNTING DF..T6IL PRE- SALES MOUNTING DETAIL SCALE : N.T.S. SCALE: NONE SALE: NONEEl C IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT 14 OF MARGINAL QUALITY. MICROFILMED n�l�l�l„ iII Irl,�l�„i I� il�lif��ii�li �'1�I�JillIII1 IjIIIIIjiliilrir{ pil iIIlil ��i �► '�in�l��rl�li III i1i11i11 x1111hA 11 � jIII 1111111I I tttinit utllt�it il►iliiu lutllul tinll>ft tutltlu ttnlntt tttdtnt nillxlit nnitnt ilii{ttnlnllltnt rttilget �mbltl tlLtlun uidnL�ilnbLtt nillnu ni` ►rn m{rm rtln I tatt f hal u �Itn n ul�n Ilrtn uihln IndIt m � r r ( n .. ' i- 1 l.. , :N .'� _ a . 1 .'...'.: .. k•. Y... . ,... , ., . x„ A ,..,. ,. Y ...,, i .n. ,. ,W . • u r '.,: .',- ' ! .i, �P9� ioa b A"And ijAil I' Revieinns NS�IES:. 1 2 3.5 5 6.5 8 9.5 10 11 No Dato Das tbin 1. LOCATION ANb REQUIREMENTS OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR, (DOOR HEATERS, UNIT HEATERS, ROOF TOP UNITS, TRANSFER FANS, ETC.). PEkMIT APPLICATION 2. ALL EXHAUST FANS, TRANSFER FANS, ETC. ARE TO BE ABOVE OFFICE NEAR ROOF, I EXISTING UTILITY I PAD M �NTED I ALL HARING '10 BE # 12, 1/2» C. U.O.N., AND ARRANGED TO BE BALANCED (3 HOTS A,13,C) I I TRANSFORMER TO NEUTRAL- I I I I I TO REMAIN. 4. SENSORS FOR SALE'S AREA ROOF' TOP UNITS SHALL 13E MOUNTED ON COLUMNS WHERE SHOWN t AT 7'- U' AFF. SENSORS AND CONTROL WIRING BY ELC. SEE SENSOR MOUNTING DETAIL I I - EXISTING PUSH- THIS SHEET. , BUTTON FUR BUZZER TO REM I I I I AIN 5. INASMUCH AS POSSIBLE, RUN ALL ELECTRICAL CONDUITS THROUGH BAR JOIST AND NOT BETWEEN METAL DECK FLUTES TO AVOID PENETRATION BY ROOF INSULATION FASTENERS, I I I I FOR ADDITIONAL. POWER INFO. IN THIS AREA, SEE SHEET ES. _ - - I EXISTING BIJ ZER TO REMAIN - 1 6. WIRE TR-3 AND 1R-4 THRU RESPECTIVE LINE VOLTAGE T-STATS. T-STATS FURNISHED BY NAC. I I I REGRCUIT A5 OWN _ SECURITYCONDUIT EXISTING TO REMAIN 80 AFF I 4 ' H SEE DE.T41L ON SHEET E1� Lal-24 1;JH - ELC TO DRILL A 3/4` DIAMETER HOLE I (1) 3/4' C DUIT TO J-BOX 1 INTO COLUMN AT BOTH TOP AND 7'-0' A.F.F. 60" AFF TO HONE BOARD EXISTING COMPACTOR FOR CONTROL WIRE. ROUTE CONIRO1_ W1RF 84. AFF 4 (EXI5TIING) HB-1E1 EX iTI aeO A DOWN INSIDE OF COLUMN 70 SENSOR. I I I 60" AFF I � TO REMAIN (RE30 GRCUIT -SENSOR 4 AS SHOWN) --'-CONTROL. BOX - PAINT - T .., �_:,:= ,� _ ____mw�_ - ____-- - I. __._ __ LA-43,45 I HB-38 W TO MATCH COLUMN ,�. �........"._ ... .. _.. ._ �,. .�- -- - - - ---- EXISTING BALER TO REMAIN. CMUMN I ( )/ I —.� —w`.-�_._ RECIRCIAT AS SHOWN SENSOR —CONTROL WIRING { — ~.�w w I I �•�� .�, ..— rwww...w,�....w..�r.wwlr�.�.� -COLUMN i I \\ �, I i �VfRIFY LOCATION) - I I CONTROL BOX - PAIN T TO MATCH COLUMN BOTTOM OF SLNSOR TO BE MOUNTED Rte` ,. - -- - �.--- - -- - rowing References 7'-0' A.F.F. (TYPICAL) EXCEPT AS LOCATE SENSORS IN SALLS AREA - -- _ OhIERINSt' NOTED. ON SIDE OF COLUMNS WHERE NOTED 1 i 11 (SHIES AREA ONLY) AND SHOWN. No Drawings SENSOR �► I I l _ _ _ E5 c�OWER DETAILS MOUNTING DETAIL SCALE: NONE j l i MDP-8 I I MD~C'-J I E8 RIS-'R DIAGRAM I LA-20 _j RTU-3 I � WP SEE NOTE p 4 I I I PANEL LF-120V, tlr., 3W WP RTU-4 -PANEL LB-120/240J,1e,3W. WITH 40AMP MAIN WP I 20 SEE NOTE p 4 BREAKER I 8 I E 2 p Ei, 1 ,y8 LG., 3/4` C."4R1U (VERIFY IF _ I EXISTING) I I RTU (VERIFY EXISTING) I - - �i I I 4 I 4 p 8, 1 p 8 LG., 1" c (ExtsllNc) I I (EXISTING) I L_ y BYNPASS CN S -•- I I I I I I �- �--_BYPASS SNATCH k UPS TO E#' FURW. I _ '-� INASMUCH AS POSSIBLE, All CONDUITS FOR PbWER �- UP, BY TRV MST. 1'JY EIC. IN `/� c / - IAC LIGHTING, NOT ROUTED IN OR UNDER SLAB ALL S1TrI�r a I BE ROUTED BETWLEN DASHED LINES AND SHALL BE HELD I I III GRLIUIJO, CONNECT ACCORDANCE WITH MANUFI�i�SER'S JAS NEAR TO ROOF DECK AS POSSIBLE, 108 811)s. STL;EL, GRND. RECOM�AENDAT_IQ��IaH�-�P'ASS I � I ROD.& CWivft7$TTiE WITHIN SIGHT OF •�- �j� ! (PROVIDE JUMPERS AS THE UPS. NEEDED) UPS —AND I � � �" D[AGRAM5. BID DATE: _3 CADD NAME: -LO-9F.9— PROJECT NO.: !!96609 I , I PANEL LB WITH TRANSFOi ER T-3 � DRAWN BY; EBH FF CHECK I , MOUNTED ABOVE ON WALL - ED BY: _ I l PROTOTYPE DESIGNATION: 128Z4$9QPu REV. ?„ PANEL LA, 2 WITH I TRANSFORMF T- , AND � TIME OVERRIDE SWITCH AND I I # I CONTACTOR C-4, C-9, !j� �L:,l Op (0) 2 SPEED CONTROL FOR LUNCH } MOUNTED ABOVE ON ,r 77 TMO 631127 __-- 1 .. _ , j- IIS` ROOM TRANSFER FAN "TF-1" _.. -- -_ ..j_ ..__ -- -- ---- - - - _ . 10f! PROVED 'EXHAUST FAN". ELC TO -ELC TO PROVIDE NEW CONDUIT W/ PULL WIRE FOR I � _...(-,�,� LOUIS, PROVIDE SWITCH, MANUFACTURED � NEW TLL.EPHONE SERVICE LOCATION. ROUE ..�1 ;��-J-BOX IN RE-WRAP ROJECT MANAGERS UC BY INTERMAI7C FD;,2H JANITOR OVERHEAD, SIZE NEW CONDUIT 10 MATCf EXISTING I I MDP-7 I AREA MO RE- A ROOF •� l C 109 CY mum MDP-6 I l� G � - (VERIFY IF I 0' ' 22 A-10 TO LA-17 OT WATER HEATER BY NAC EXISTING) THRU RELAY "C-9` ELC. TO MAKE FINAL CONNECTION. I 1 I 1 p a 38 AFF FOR / ` a MICROWAVE OVEN MENS two i /� L A LA--4,e,E1 LA-13.15 08 ( I 20 UN 3 I PROFESSION Jr1 OREGON � I -..-- --•____._. _._. RJU � (VERIFY IF RTU-2 EXISTING) I SEE NOTE p 4 - I(N � i I (NEW) OF RECOR . lFo,� 10 q LA-7,9,11 - THRU "c-9 - (EXISTING) - I �—� i I JAMES ALBS TS '9�j 17, (EXISTING) 0 E - TO LA-1Z - - -- -- -- - - - - 314-8 —1100 SC, A`p� 0� fEF �, I - - - - _ -- - u I ' 8 6 � � EyyC APPROXIMATE LOCATION ^'" ` 11 f, EXISTING TELEPHONE STUB-LIP RTU--1 HB-2 BREAK ROOM 8 I ON d�200F II SEE NOTE p 4 3 p S. 3/4" C. ! ! � I MDP-12 I i � • 44 � RECESSED OUTLET FOR 103 � - � Pueuc PHONE .�.+.�.�.,-��_ :...:._..�._-�_�_.` w' �.. �.. �... ..� .... ..,,,. LA-44 1 - I EMPLOYEES ATTENDANCE -` RECORDER AT 4'-4" AFT----_-- I 3" C. 9 3/4" C. TO J--BOX AT RTU ' _1 I RTU .3 10, i ational ('Mice ti 60" AFF TO PHONE BOARD RTU-5 MOUNTED f3 r r / RTL! TOLB-9I 7 1 7 TYP FOR ALL PHONES L, _ 1 0 LC-5 8 61 From Road N 7 " _— _-- _ (EXISTING )1, 2 i AT 54 AFF -• - ) (NEW) 4 _ aramus, NJ 01652 LE-47 -- _.�i� 's ___<, . i I = . RTU-3 MOUNTED 9 i 47 RTU-7 MUUNIF (NEW) I ��` ' ✓d F AT 66' AFT 201) 599-7800 i AT 6620 GEO EY " AFF- �- WPr ' - This drawlgg Is t e Exclusive Property of -� �r ~■ �~ i LA-19 -- DOWN TO PHONE BOAR . FOQ POWER IN THIS AREA / I ( TOYS Si UA:.._Ae information shown may � SEF: ENLARGED OFFICE PLAN I I 5fU8 DOWN AT NEW TEL. 9D 1) OCATION 0 - ._,:� : SFE NLARGED PLAN, SHEET 5. not be used nor the Drawings Reproduced OUCTLET 7'-0* ESSED AFF-----__->' TRIS SHEET. _,��__ _ _. I - -- I I - I » without permission l On O th t p f TOYS A lJs. -FLUS MT. 7'- 0" AFF j g SNATCH W/PILOT LJ�,F1T FOR TRAINING TRP.INUX ING ROOM `� WOMENS I ' , I W/}ti CFD WP COVER. Location 8 _ f d ROOM TRANSFER FAN "TF-2' LABELED "' �- I I I "EXHAUST FAN". - ---- ------ -__- l OcJ 10 7� F OR ADDITIONAL POWER INFO. I I TIGARD,IN IVIS AREA, SEF SHEET E-5. OREG��N ENLARGED OFFICE RL.AN 3.3 ,� 14.1 5.1 s•8 7,2 7.9 8.5 8.9 Drawing Title SCALE: 1/�8" a 1'— 0" ._. w mum= ...w mw. ."M `.. .�. ..._ ..�., •.,w .�.. .... .�«.. a ...�./' 1 2 3 4 5 7 9 ) 9 10 11 P OWER PLAN Scale Date AS NINE® Sheet No. ' FLAN NORTH MAIN FLOOR FLAN r"'♦ SCALE: 1/16" 1'— 0" 0 10065 SV'J Cascade BLIP 96-0613 25 of 35 , .,__.__.. -_ - mow• 'rwi'4 W.V1 %Ali ,i:, " n'.`:W IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFII-,MED 1 Iilll�lillli IIIIIII�IIII! I�III�l�ill�l i•i'll�l�l�f�l�l I�I�I�ill�iri 1 �11h11�11 l i�l�l�i I`II11 IJI�I�I I�III I�I�I�I rli�� t:��F�lr �1} ! � I 1 � ( I ! t ! NIINII NIIIIIII INI�IItI IIII�III!IINIInI tIIIIII�+nnitlu IIIr+IIn nrlhtll (InIIII iIIIIIIir nulltu illllnu lIIIlIn� nnl�ill InIItIuI nnIiIII Iu�Iiluli�Ih;n Iuhar�utII�K I�t�ttl�I�� NIS Ii rr� n�l►r ili��ii�nl�i�n anll�r I .I,A1P14 IkC} - ••.h.&r4I/YluYi�AiY,WF}..ny.k.deJ_:w}M1�.}j�.i1,1.i .u?a.,M.�.'MMGN.. .n..a .. :i [rv/.}. 3Ib.. ..i.w.u. ..v. _....va'rNtl .11YR '..,..,f,.}.•!xr..av1.{.1: :..,a-.i "R:'ti.._.:'��LL`vv:i.Jll'i1'iFll. .6:M�1] .t«v_ ::i4(i6.i.YF.a:.htJIY.YC ...u.vv,:cMliwu/._ 1w'•.u.'k...,Xan..gni i.Jl;:., .;Ln:y i....._.�. :..M .. e..a.. ...,i... ,x. ..., ..rw... _<, 7�Y:N16rnn M1.IttP,.G wwi ' - Reyiaions TRU RAgW 1 2 3.5 5 6.5 8 9.5 10 11 No Data Um --- '_] 111 1124-1 NIPPLE PERMIT APPLICATION �-FLOOR MOUNTED J-BOX TYPE 'V' LIGHT TIPICAL � I PROVIDE OUTLET OR HARD WIRE EQUIPMENT AS REQUIRED, VERIFY NTH TRU REP. I - I I I f 1126A--1 ADAPTER - -PRESET 7/8 CONDUIT AND CONDUCTOR TYPICAL. - I I (2) ITWO 5'-0' LONG STRIPS OF PLU�WOLD, MO NTED ON COUNTER WIT11 RECEPT. 18'7- 281.363 i I ' J-BOX MOUNTED IN JOIST ARE. I J-BOX MOUNTED ON WALKER DUCT I I I FLEX DOWN TO PLU,MOLD ' WALKER DUCT 1 I - I - - I NO I� 2- 12 x 2 x 7/8" WAl KERDUCT - -LA , -- -Y TYPICAL G ONE SIDE ONLY-- 2 LEVEL VALANCE LIGHTING DETAIL - - UNDERFLOOR DUCT DETAIL. I " �. 1 6 28 t SCALE: NONE SCALE: NONE f ,_ .}. .. _ �. _- I _ I E 1 i 30,32 i c-80 - LE74b,42,44 L LE-78,84 LE-67 LE-72 LE-63 83 I I I I � / If-84 Mt � NOTES i [�}�" \`'' �M"� I -ONE SIDE ONLY ( � I LE-78 ® I I ' 1. WALKER DUCT J-BOX FOR RACK MOUNTED PLUGMOLD. ELC TO OBTAIN THE LATEST 'F1' FROM TRU REP. AND j I 4W 1t00 ONE SIDE ONLY 40a 40a �.-�-__ -- ' - __ _ � Drawing R�ferenc.es COORDINATE ALL J--BOXES AND FIXTURE DROPS WITH _ _ -- -- _ _ _ ---___- _ _-- _ _ -- - ___- = -- _.__ -- _-- ------ •_ _-� g 2. ALL J-BOXES SHOWN ON ENDS OF TRU RACKING, SHALL BE MOUNTED ON TOP OF RACKING AND 'F1', 1 �_. • � ! _ � ANY ELC LATEST REMAINING CLEAR OF ALL SKYLIGHTS ;� ` _ No Drown OF RACK LAND DOWN TO DEVICES AS DIRECTED BIN FIELD BY TRU REP. T ROUTE FROMNJ-BOXESP (WHERE APPLICABLE). SEE NOTE i S SEE NOTE / TO PANELS VIA OVERHEAD. TO PANEL L TO PANEL LE ( '� I m ROOTS ON TOP OF RACK 3 ELC TO MOUNT RECEPT/,CLOS ON BOTTOM OF JOIST, FOR DISPLAYS. STUB--DOWN 1/2- CONDUIT FOR DATA UNE I i SEE NOTE 11' 9 AND TURN OUT INTO SALES AREA AT 4'-0' AFF ■ e v N ■ a 4. ELC TO PROVIDE WALKER DUCT CAT. 2-12 x 2 x 7/8" DUCT WITH STANDARD PRESET SPACINGS WITH INSULATED BUSHINGS rrPICAL S PLACES I --LE-58 LE-58 I (2)-3/4' C. LE T53 d W/PULL. WIRE �j 24" 0. C. MA1H ADJUSTABI� itJPPORTS S12-17, WITH / H512 HOLD DOWN STRAPS, Will-I JUNCTION FOR PRICE CHECKERS. ---�'-`-'— I I x__62 -� BOXES / 12S, INCLUDING, BUT NOT UMIT� TO MALE OR FEMALE ADAPTORS FOR CONDUIT (2)-3/4' C. FCR (PC) I (— ATTACHMENT'S, ETC. TO MAKE A COMPLETE WORKING SYSTEM. COORDINATE LOCATION OF WALKER TELECOMMUNICATIONS FGR 1YP . DUCT AS DIRECTED IN FIELD BY TRIJ REP. 1' MIN. CONCRETE COVER OVER DUCT. OF S -', 3 s- -69 lAl— FRAMEXTEIING MEMSRSDED DOWN RDOWNOM O 0 " hLE-62 -� "5. ELC TO PROVIDE (1) 1 1/2" CONDUIT, ROUTED UP COLUMN AND OVERHEAD FROM WALKER DUCT J-BOX RACK AND TURN OUT AT 4-0 AFF (BS) 1/2 C. FOR DJ-BOX MOUNTED IN TYPICAL SPLACES— (PC) SEE NOTE / 9 JOIST AREA TO CIRCUITS IN PANEL t.E AS SHAWN AS SHOWN ON DRAWINGS. _ -_- L.E-69 _ / _ SEE NOTE # 4 & 11. (SINGLE IG RECEPT FOR LC-11 6. 20A TYMST-LOCK RECEPT. MOUNTED ON JOIST FOR T.V. MONITORS. PRICE CHECKERS MOUNTED 40a a LE-65 "` _ SINGLE IG RECEPT FOR ON RACK AT 4'-0" AFF f LE-61 -�•7. ANY CONNECTION BE ROUTED DOWN TO RACKING THE COLUMNFROM AHn U'IvUERE1�HEW5LAB AND SERE fTUBBEO-UOPR NTO 1HRACK OLUMN SHALL PRESENTED BYSPC — I LF-71 40a 1-76 `I - WASE STATION MOUNTED (PC) I ON COLUMNS AT 13'-0" AFF LE-71 LE_6 ■ I. I REPTYPRCAL 2 ESENTED SENTED BYSAS (BS) 8 J-BOX MOl'NTED ON WALKER DUCT. SEE DETAIL BELOW, CONNECT FROM J-HOX TO RACK MOUNTED J-BOX MOUNTED IN JOIST AREA DEVICE WITH Fr_E)( CONDUIT. ---SEE NOTE f/ 1 9. J--BOXES FLUSH MOUNTED IN FLOOR SHALL BE HUBBELL BOX / 82527, WITH SEE NOTE � 2 TYP. LE-55 LE-50,71 �-46®_ _..� LE--65 � ONE SIDE ONLY IN RACA'fAN CC VER AND CARPET FLANGE / SFCS25 TYPICAL MOUNT J-BOX CENTERED ( I I 50. (2)_3/d- C -1 LE-74 IN RACK AND FLEX TO DEVICE MOUNTED ON RACK TYPICAL I J-BOX MOUNTED I ® � � W/PULL WIRE 10. CLC TO PROVIDE WALKER DUCT J-BOXES / 12S FLUSH MOUNTED IN FLOOR WITH BRASS COVER ROUTE FLEX INSIDE RACKING TYPICAL - / IN JOIST AREA I LL-7 LE-68 PLATE. AND 255-2 BOX TO CONDUIT ADAPTORS FOR 2" CCNUU'T'S INTO CORNERS OF BOX. �/ SEE NOTE / 7 ( G0' ® �••.• PROVIDE / 202 CLOSURE PLATES FOR UNUSED BOX OPENINGS. LE-65 ' r / _ SEE NOTE -- -11 RACKING BY 0111ERS ( SEE NOTE ; 8 TYP. FOR 12 -� LE--73 (PC) LE-68 • _.. -- _ _-_;_ 1 -- ------- D VALANCE LIGHT FIXTURE TYPICAL I I STUB-UP IN COUNTER j 42 4 b -1/2�'1C. FOR DATA 42b LE-49 42b PLUGMOLD FJTHER 5' OR 10') ! i� ONE SIDE ONLY BID DATE: RACKING PLM KEY MOUNTED ON BACKSIDE OF RACE{ -- !! r� • I LE-75 0 �C LE-88 j CADD NAME: 609E03 PROJECT NO.: 89660 _ LE-57 LE-48,83 LE-48 e I I DRAWN BY: _ E H __ CHECKED 8Y: 1 LEVEL VALANCE LIGHTING CONTINUOUS DOWN EACH SIDE U.O.N �_ SEE NOTE END CAP SIGN I PROTOTYPE DESIGNATION. 1997 CPU REV. 2.96 2 LEVF1 VALANCE LIGHTING CONTINUOUS DOWN EACH SIDE U.O.N (6) 2" C. w uLL uARF FOR ' ` ROUTE LE-5 / t EDC EDC OVERHEAD TE.LECOMM'JNICATIDNS I �� I SEE NOTE /� EDC -� EDC FLOOR END CAP SIGN •ROUT'E FLEX INSIDE RACKING TYPICAL 2 FOR POWER i 2 FOR DATA I ' 110 LE-48.'7-9-- _ c/ LE 60: PLUGMOLD 5' TOTAL PER SIDE MOUNTED HORIZONTALLY 2 FOR IG POWER --- — E-7 T LC-4 PC LE ,1� EDC ( ) I ON RACK, CENTER PLUGMOLD ON RACK STUB-UP COLUMN -- -------- - I -�--"� •2 0 12, Ar LE-81 I ONE SIDE ONLY 1 2. C (IG)' ( SEE NOTE M 1 10877 WATSON ROAD ♦ POUNTEDD O R O SECTIONS PER , E FOR A TOTAL OF 10' � - PLUCMOID (EITHER S' OR t0') - �.- ; � _ ___ � (BS -- � ..._..._-- - - _ _ __-__ _-- _- _ -- _ _-j -- _- _• �--_ -- __-_-- C ST. LOUIS, Mu 51127 MOUNTED HORIZONTALLY ON RACK, EQUAL DISTANCE FROM - _ LE-59 LE-70 EDGE OF RACK TO EDGE OF PLUGMOLD, AND FROM EDGE OF � 75 I � ROUTE ON TOP i PLUGMOLD TO EDGE OF PLUGMOLD. ROUTE FLEX INSIDE_ RAMNG TYPICAL � J-BOX MOUNTED ---� -� I OF RACK J-BOX MOUNTED PROJECT MANAGERS ON FLOOR, ROUTE LF-5 • LC-11 IN JOIST AREA ^' ` I ' ( FROM J-BOX TO LE-77 LE-7p LE-70 � A ELECTRIC DISPLAY CASE CONDUITS ON FLO b ® 4..".b COLUMN AND UP ��, 42b 42b MDIE: ONE SIDE ONLY ( ( COLUMN. +� ..E-77 • (2)-3/4" C W UL WAR F ' L.E.-S1 LE- 71 I . j /F' L E I \S� G / 1. FOR POWER CIRCUITING AND STUB-UP LOCATIONS, - I - � ONE aDE ONLY � SEE SHEET E3. ,I ONE SIDE'ONLY 2 12, At 1 /12 -j 2. RACKING 5'-6" OR LOWER RECEIVES PLUGMOLD AT 8' AFF, TYPICAL I - �- --STUB-DOWN 1/2 CONDUIT a AND RACKING HIGHER THAN S'-6" SHALL RECEIVE PLUGMOLD EQUIP" i SEE NOTE N 9--\ LC-11I t I FOR DATA BASE STATION 3�__6" _ 6'-11" ; PROFESSION ► • F R OREGON AT T-8" AFF. -RACK FED FROM T I LE-Q9 IITYPICAL FOR 2 tYPICAL FOR 'II 0 ECOID:O,T' �, _j I THIS I JAMES C. RT ��O�Z� 27 �o,�°',`ca cZ,`�• SCALE: N.T.S. BY ELC. MOUNT BETWEEN JOIST AS HIGH AS POSSIBLE AND CEILING FANS (TYP FOR 21) FURNISHED BY TRU, INSTAL I Fn_._ .� _ .. .. -(2)-3/4'_C. W PLL WIRE- --. �r (PC) - - ---_ - �. . - - - _ - - 314-821-1100 FS C. ONE SIDE ONLY LC-11 �_ ___-- - - - - AS CLOSE- TO DIMENSIONS AS POSSIBLE TO LOCATIONS SHOWN. 44c LOWER CASE LETTER INDICATES SPEED CONTROLLER FURNISHED 44c ,� 44c _ I - BY TRU, INSTALLED BY ELC. MOUNT CONTROLS IN POWER LE-11 �-+ ROOM NEXT TO PANEL LE. SEE DETAIL THIS SHEET FOR44c - MOUNTING OF CEILING FANS. _—_ - - ---''� L.E-69 n SEE NOTE .11 9, LE-69 SEE NO p 9 1 r LE- I 54 2 N tional Office RACKING BY OTHERS ONE SIDE ONLY- `•1 SEE IND #1 9 I p 1 From Road LE-64 aramus, NJ 07652 PLUNTED ((EITHER 9' OR 10') ""`�" SEE DOTE 3 - - _ __ 201) 599-7800 MOUNTED ON BACKSIDE OF RACK-- j •�� "�� I I F jog ONE ONE SIDE ONLY SEE NOTE 9 / � �� * I GEOFFREY � i • ENO CAP SIGN VALANCE LIGHT FIXTURE TYPICAL - y - _ J - - - _�J - -.Mr►� _ _ �- - A This drawing is the Exclusive Property of TOYS "9" LIS. The Information shown may ROUT[ FLEX INSIDE RACKING TYPICAL I I I I I not be used nor the Drawings»Reproduced / TOP - - CHORD OF a --- `- -- - without permission of TOYS fl US, J-BOX MOUNTED ON UNDERFLOOR WALKER DUCT ROOF FRAMING MEMBER. - .. _ ' _. �_-_---- X f __._ -_ _. �, - - - -- -- - - _ . g / `BOTTOM CHORD OF , I -- ROOF FTRAMIAJ MEMBER. Location I I i >9 PROVIDE ANGLES WHERE HOOK PROVIDED W/FAN, -- PLUGMOLD (EITHER 5' OR 10') NEEDED- ) I ► TIGARD, OREGON � / --- ELC TO INSTALL SAFETY / CABLE PER MANUF. ( I I I I I I ROUTE FLEX INSIDE RACKING TYPICAL �' SPEC'S•, CABLE PROVIDED PADDLE FAN41 1MTH FAN' 3.3 4.1 5.1 s•8 7.,2 7.9 8.5 8.9 DrawingTide (TYPICAL) '/ CENTT:R FAN RACKING POWER - -. - ETETWEEN ROOF " �. ��. 1 2 ,� 4 5 7 8 9 10 11 FRAMING MEMBERS.-- PLAN Scale Date T.YEICAL.E6_QKFAN MOUNTING !DETAIL RACKING POWER PLAN AS NOTEu PL-AN NORTH •• Sheet No. • ["ED FROR FLOOR SCALE: N.T.S. SCALE: 1/16' 1'-� 0" • SCALE: N.T.S. 0 I E3 10065 SW Cascade BLIP 96-0E;s 26 of 35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5198 MIN DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED III. lilil 11irlm"ji ilil�t��lfFll tl�lll��t�� 11111�E�1r�� 1-IIII ttt{ttn ntiluu Iltlhttt Ilnhltl ttrillnt ttttlnn rlllilur urlitnr nufrul nrlllls�rirl�Ilnrirrlllaii rrI�I,IFr Irrdurllnnb�rr Iinh�u nalnn nldmnulihr+�rudmr rllnr Ilil{Itl ri�tl � �Ii tl� nrltla �ri� u�r�r >afr Revisions 1 2 3.5 6.5 8 9.5 10No D me Dee on 11 t • e I PERMIT APPLICATION to n I I 1 i r � t i I - - EXISTING LIGHTING IN TRUCK I 9 ! N ( I I I DOCK TO REMAIN. ELC TO i ARI iiiRECIRCUIT LIGHTING AS SHOWN C-1 ON 1HIS SHEET. H8-9 - i hiw111LJ C-111 /- 23 21 123 21 i •r 1 I I I I MC-1.3.5 SEE NOTE 7 TYP I A 5 EXISTING TO REMAIN. f1_ 3 TM' EE NOTE TYP 1 ( 3 i 21 l i i l - . _ _. _ * - �..-i -• .i.-_ - -fir.. - - �- _ ._ _ r.. -__ �1 "� '. � J � I �� 2 I 5 ' J i I ! I i F 6 HA 2472 �L1-14.16.18 1 HC-2,4 23 F 21 F 23 F LE ,8, . - -.. 23 F 21 F 3 d S F -- --i �_..._ HA 24,28 � 5 IA 6 14 16 16 1418 16 14 18 16 14 18 116 4 I I� T,A II 1 r — 7" —_-- — 72— -�,�,�e 4 �'z F v � 23 /' v2 6 _ 6 , F '2 A I 4 SEEN T 2 V V_ 4 LE-2 8 ti 4 SEE NOTE / 8 HA-9,1 AA 5 4 21 ! 9 l �6 Se 5 V2�� .r G C C C C C TYP 'I 23 H 4I C C C 4 A 7 H 4 9 A C 1 9 1 9 1 G F 1 V 1 F �'7 7 7 C 17 T 11 i1 I I C C C C I C 23 I ; i� l i ----EXISTING WALLPACKS TO REMAIN. 1 - "-- I _ SEE NOTE Drawing References 9 ELC TO RECIRCUIT AS SHOWN. 23 6 4.1_ S' C C C C I5 2 3 C AA1 '-REMOTE HEAD I I I (TYPICAL FOR 7) 5 5 5 5 a No Draw I 1.7 6 A 1 v I Vi A I t a s s C C 5 C 6 M1 9e C C ' 9 9 9 � F C j C C C 8 5 F 5 � 71 7 7 7 7 HA—S. it 1 7 1 V 1. V5 I LE-12 C 3 C C C I C F I, F 1. 11 I C C C C ,^NOTE X16 J _ 11 3 11 21 1 I 1 ! 2 t 8 5 3 5 5 S S A A V V 5,17 A \i 9 1 15 13 15 C .40 I �e J 5 1 3 7 a C C C C IC 7 1 11 HA- I � 13,15 LE-1 F �� I - J T1 7I 2 7 2 7 12 N H1 C S C 7 C 3 1 H 1 H 1 H T / 1 1 1 C 3 C 15 13 C 15C I T 23 �LE_ 2 H E B T LE-7 I I I F l 24 - - - - - - M1 T H ,18 t 6 - - - F r..�1 �.. II 1 6 I LE-12 H1 2 HA-8,8 CiS C13 CIS C1 - - 23 AS- T C Ir 4 �•/ ?6 C C 5 C 7 C 5 C 7 HB SEE NOT1- 7 TYP R H HB 14A-2,4 HB HB HB 16 - -— I I _-a_ LEI-10 HA-1,3 4 12 14 HA-1 16 C 3 C 15 C 1 10 13 15 �4 F 24 C 1 C3 C 4 6 8 HA-10,12 H14 HA- 4,28 �. O F ( II I C 2 4 12 16 14 C15 C13 C15 C 1 2 21 SLJt -1 --- FOR MOUNTING OF ALL SL3 TYPE FIXTURES, SEE HA-24,26 i� 26 1 6 9 1 9 1 9 I ARCHITECTURAL DETAIL. ON SHEET A5.O I HB HOE HB HB H 1 HB 18 HB C 14 _ 1 �t u i : >r� e• ! r SEE NOTE f 7 TYP I U2 ( T1 C C 2 C 3 C 1 C 3 (� (� tt LE-T9,21,23 C 3 cis 13 C15 C" F OTE: Ag j I 6 26 C 3 C 1 C 3 C 4 I H1 H LE-12 214 13 -- - OD .... EXTERIOR LIGHTING PLAN E-t2 15 C13 Cls C1 � 10`�HBE HB 14 H RECIRCUIT EXISTING PARKING LOT LIGHTING 1I 8 24 LE 5'13'1 1' 4 � H H 8 8 .I 1 BID DATE: , TO PANEL HTO PANEL Ac 14,16 AND I I H1 C 6 CARD NAME: A29E04 _ PROJECT NO.: SCALE: NONE PYLON SIGN TO PANEL 'HB'-5,7. 14 _ C C 3 C i C= . ,: H1 1 I' , V2 1 C I DRAWN BY: E�0H FT CHECKED BY: I 16 26 _ 1:0) -- 1 C3 C75 C 1• C 15 12 ( ! PROTOTYPE DESIGNATION: igi746KCPU REV_,...,. s--SEE NOTE I/8 M 1 ; I V2 I 18 i f .,. C 4 S 98" LAMP ON dALLASt 'A' � C 13 5 13 1 H 10 12 H� 8 2 � CKT. "A" (TYR.) BALLAST "B" 14 ?4 � HB 1 HB HB� 14 i -CKT. A BALLAST 'A' 16 C HBE FI% C13 C13 C 15 C [CKT. '8' CKT. "A' AA V2 2 1 -�--SEE OTT: /6 I H C jjy 6 1 SL_ NOTE T 2 4 AA 10877 WATSON ROAD - __ -- C-15- _ -- _-C 15_.. 8 5 — ST. LOUIS, MO 63127 V13 V1 13 1 5 _- - - - - 1 C ?4 --- PROJECT MANAGERS 98' LAMP ON 2 C 1 4 H8 14 CKT. 'A' (TYP.)- I , H 12 NB HB 16 H8 8 LIGHT FIXTURE -96 LAMP ON 4 21 \...► AA HB C TYPE 'A" (TYP.)' CKT. '8" (TYP,) �� C I 76 ' 17 15 17 Vt 15 1 SE NOTE /6 H© 10 5 15 C13 C 5 1 24 1 1 6 i 10 14 I B HA-18,20WILL C 6 v $ ELC T 1 V2 1 I 't 1 0 o TANDEM SIX (8) LAMP PERIMETER LIGHT 14 a HB H8 ► HB HB HB 8 2' FIXTiIRE. TYPE 'A'. WITH TWO (2) OUTSIDE LAMPS V2 ! 8 12 f 4 1 HB 8 3 20 8 F ` ' 10 1 ON ONE (') CIRCUIT k MIDDLE LAMPS ON MIUTHER 18� C j1,. 17� 5V1 17 V1 15 V1 17 V1 SEE NOTE L.E-20,22,24 CIRCUIT. S 3V1 5v1 13Vi 5V1 HA-17,19 I 23� PROFESSIONAL !� Iis OF RECORD: OR , 114 S 13V1 I5 13 5V1 13 I 8 I C JAMES C. AL q� LIGHTING FIXTURE A WIRINGDETAIL -- HB to rL21 ��1��5 � 24 HB 4 'L C 2 C 3 C-1_ C 3 -C_1__ _ HEI 8 HB HBE 3 HB --- NB 23 314-921-11 Fs+ ��•Q� }IB , - - - 4 .2Q SCALE: 1/4 1'-- 0" 18 C SE' NOTE #7 +40 19 Il �' 4 N 1 14 26IIIJ 5viLE-i1 HB-24 60 00 18 1fk 14 C1 C 4 C1 C3 C4 H8 4 18 va;dB H HB HB HB HB 18 ` 24 C GME-RAL NOEL �, _._'1 a 14 U_ 17 20 20 t8 20 - f� i T I �1 I 11 - HA-22 I Not of Office I. ALL FLUORESCENT LIGHT FiXPJRES IN SALES AREA SHALL BE INSTALLED VOTH ENOUGH FLEX (BY ELC) TO PERMIT � H H8 19 H 2 I 461 From Road 6'- 0' OF SIDE TO SIDE ADJUSTMENT (APPROX 8'- 0. OF SLACK) EXTRA FLEX SHALL BE COILED AND H9 HB A/1 HB 20 HB r 1 _ 1 20 18 1 I Paramus, NJ 07652 SUPPORTED IN A CODE APPROVED MANNER AT UPPER JUNCTION BOX, r r_ 4 REMOTE HERO 2 ( 0 ) 599-7800 �� 19 17 22 He 2 HS 22 -r- 4 --41' 1 GEOFFREY � 2. E.L.C. SHALL BE RESPUN;If3LE FOR COORDINATipN OF LOCATION OF EXIT LIGHTS ("M1' FIXTURES) WITH - _ N8 E E ,1 I i , � LOCAL AUTHORITIES. - t 4 2 _-_ 4 4 -- AA M1 M1 -=- -- - mm� .... 8 3. SEE ARCHITECTURAL PLAN A1.1 FOR ALL DIMENSIONAL LOCATIONS AND MOUNTING _�.._ -_,-- _ _ _ � ;,,,�,:,, � , _ _ A� This drawing is the Exclusive Property of � HEIGHTS OF ALL LIGHTS IN VESTIBULE AREA AND TRACK LIGHTS. -� 2 .2 x "-- � �' TOYS "A" US. The information shown may • 22 X 2 X22 c q� 22 2 X 2 not be used nor the Drawings Reproduced 4. ALL HARING lY1 BE / 12, 1/2 C. U,O.N. AND ARRANOf.O TO BE BALANCED PHASE TO NEUTRALS. �� ✓ � C- I � " " - - - 2 without permission of TOYS Si US, 5. LIGHT FIXTURE LOCATIONS ARE DETERMINED BY ORAVMNG "F1'. PLC TO OBTAIN THE LATEST "F1" I 61 M1 1 11 !_OCAtIOn DRAWING AND LAY-OUT UGHTiNG IN 1HE CENTER OF THE AISLE. ELC TO CONFIRM LOCATION OF � 5 LIGHT FIXTURES HATH TRU /IPM, ASD CPM, THE INTENT IS TO LOCATE THE SALES AREA LIGHT FIXTURES ' , , p IN THE CENTER OF THE AISLE AND SNMME 'RICAI VATH LENGTH OF PACKING. / ; ((( I I ► 11GARD, OREGON8. THESE ('1) 11M0 ROWS OF LIGHT FIXTURE5 ARE LOCATED ON TRU RACK, ANO SHA.! ( 1 .- L BE FFD FROM I I ,- I BELOW MA THE WALKER DUCT SY' TT:M (SHOVPN ON SHEET E3), AND WIRED AS SHOWN ON THIS DRAWING. •3 4.1 5.1 6.8 7.2 7.9 8.5 8.9 Drawing Title 7. ALL UC�iT FIXTURES (TYPE 'v', "Vt' AND "V2' ':;HOVVN IN `^:A,I.ES ARTA ONLY) ARE LOCATED ON iRU RACKS, AND SHALL BE FED FR,1Aj J BOXES MOUNTED OVERHIFAD, SIMRAR TO WHAT IS SHOWN ON SHEFT F3. AND WIRED AS SHO*i ON THIS DRAWING. 1 2 4� s 8 ,o LIGHTING PLAN S. TIIiS r'IXTIIRE TO (IF HALF SHII`U). J � Scale AS NOTED Dat® MAIN FLOOR LIGHTING PLAN PLAN N OR 'TH Sheet No, 1;W5—sw Cascade Tl�l�l��ra�+�lwll■■• �, _ SCALE: 1/16"' = 1'— 0" SUP 96.061� 0 2'of 35 - E IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT iS OF MARGINAL QUALITY. MICROFILMED 1i I�I�II�I i �I�I�I��I�I� r11111111111� �Il�111111111 1�� r� ��t`�llt�l �I�III11Ii;f11111111111 ��rl�l� X11 iillliilllillhlll IIIIIiIIIiIiIlllfli UIiIIHI UI111!II ii!iillil INi�p!!IIII!II!!I!1!NI!!II IIIIiIII!it!!II!Nl if!ilNt! 1!tlliltt f!liliitt iftflttit lrtllnlr itttlltit itrt lltt tti�tNt iiilH t ion ti�11r 111ml 1lirn �1i 1111111 lett afoil 1tNIN a . • ,r,y��,, kyr., M ,�ti ,� nu I.�V. M,".. Pa:':.il. 71IN,'._ 1•'. ''Lir.T,"i '+:V.i .tl�-i�... 4. ..Asl 'INS',.rYV!f.ll'. .; cl..t' a..wD.:'F::Wyk'� .s'r&..SIG..9Virn5Mtl.'tssx:::y;!''..o•Is. :,_"::,. -- ,.,._.,....._._.. ...,..._,._. _._. 1 Revietone 1 2 3.5 5 8.5 g 91.5 10 11 iNn Dote Description PERMIT APPUCAP Nd IF F I I I I I I I ► I I I I -- -- _.. --- -I-------- -- - ---- --- — I -.-._. �'"R�. .=tea... _ .;-�- _---•-- - —_____ __ I I F F ! F F F smog= Q �j J2 2 V2 V2 V2y2 V2 V2y2 Y� ;--, Y2 V2 V2 F F`I�! OMEN �2 ( v V2\ // I F I Y2\ 0' I Y2 I V2�, ✓V C C C C C ` ! C Val F I C C C C (C A T- H A C Drawing References 7 - g c1 C c C c c c - - - - -- � C No Drawin s G2 I A V V A \ V1 A I C C C C C, F ' C C C C C C F �I , I � v � I I - Y2 C C C C C F F Ci C C C C Ic A A A C 5. VIV I -.. _I !T1 C C C C C Ic N Nt l F I r H� 0H1 H1 o I CW-3 r-4 C C C -o...-�- p � T H1 ..t�-II C C C C I fT OT H HAE1�'' H80 r � H61'-19" 5'-01" I F - J t%�. ~'•--HB T .K'-- - - -- - F - !' 0' Y 12'--5" IU' 5" S'-7" 10'-9" C C C C C HI HI I�) I H C C C C C O I - He hu `i ! 1. C C �B I " He ..( C I 23-g I Hep mH4 HBO HB HBO ( HBO HB O I C C C C C I I� TI ! C C C C C -t 0'-4-- --- ! - - C C C � 12'-7" C C F C C C C I _�._ 10 H10- V2 V2 C HBO HB O HBO OHBE HBO I p O 16-4- 1 �i 11' C C I BID DATE: HB 60 041 I 15'-2" 6 ' " 9`11" 5'-9 1,*-6 HIS 9'-?." 10'_x' S•_7"f .ib'_.4� C V2 C c C C Y --- -- --,,� " t CADD NAME: _ _ PROJECT NO.: 896601 .� : " 1 ,�'-6• DRAWN BY: _ ESH FF CHECKED C I E 8 Y: W C ''"'"'` 16 `_ °H1 16'-3" 18'_a C- C C C PROTOTYPE DESIGNATION: 11! oKc u I y1 V1 ..� . ..: 15'_70. I C V2 C V V1 V1 Vt 0 H O p , 15-10 10'6'- 9'-11» HB HBO p t 4BEHBd } I --c1 1 U' J 5'-7 1 116--6- CC C C C L 23,-90 T 1 10877 WATSON ROAD V- _ V1. . 1 V1, � - _ 10'-8" 6' 9'-tt" t3'_U., t2�"5_ 10'-51,5'-7" W-l" -_--� '- - -cz_ �- - --r -C-- ST. LOUIS, MO 63127 C v `� ....Yl._. H�1 F - _ _ — - - - C PROJECT MANAGE C p MB I RS ? 0 HB O H9 O " O 0 y V' V I Vt V1 I HB 2 HB C - V1 V1 j _ H°cr 8 -- n v1 i C V-�.�1�..�. r �" 9'-t1" 13'-0" e 1 HBO HB' — - O HR0 He '1= HB V1 VI V1 V1 VI HB 4' 7 F " c v1 v1 vt v1 v1 -8" �,i, ! PROFESSIONAL. I OF RECORD: O 9'-11" 12'- y" 12'-.&*, 10'-5 " '� I C _V I v1 v1 ! .._. .__ _ . Or,, I �.�_r ,� ., ' JAMES C. AL.® ! -- -- c C _ C c C -g.�1» HBO HOE HBO He , , 314-821-1100 _._" __ H�. --- -- -- - ._ ---- I C ta' -n" 3' 2" 15'-0* �, n I ( 1 a ",r HBO I5'r9�.. g'_1 6'. tt' _ t�' 0" _-14�-U.� _ 13'-0" 2'-1»8'-1' 12' s t, �q ------ -- --,�---- ---,� ,� i C C C C C SHB OHO _ ♦� C V .' - y - ... ,... . , t5'-5" H�Q �- H - MBO HBO NBO HBO - - - - 101-'10" __` FMlaI T jt.Z_=2» ,.... l g�_�» r tionai Office [� H F18 �p - "" I 1 From Road 15'- 0" H t r;'- t 5' - H80 HBO HB HBO O __ r -__.__.__ _... �..- -- *--•- I, aramus, NJ 07652 He 201) s99-7800 3" � t4'-5" HBO HBO I HBO � �; __. GEOFFREY • HB �� ' i �II E � 4'-7- 0 This drawing Is the Exclusive Property of l t x c�1" ----� - - -" ^ - --- - _ - A TOTS "SI" US. The information shown may �`•� x t not be used nor the Drawing; Reproduced X 1. LIGHT FIXTURE TYPE 'C' LOCATIONS ARE DETERMINED BY I -_ DRAWING 'F1'. ELC TO OBTAIN THE LATEST 'F1' __ / � without permission of TOYS ":�' US. _-t -- . --- -- - DRAWING AND LAY-OUT TYPE 'C' LIGHT FIXTURES - - IN THE CENTER OF THE AI3_F THE INTENT IS TO - - - -- ---- Location LOCATE THE SALES AREA LIGHT FIXTURE TYPE 'C' I I ' � i IN THE CENTER OF THE AISLE AND SYMMETRICAL I I 1 I , I WITH THE LENGTH OF RACKING. I I I , I 1 , I TIGARD, OREGON I 2• FOR LOCATION AND COLOR ARRANGEMENT OF FIXTURE I Z.3 6.8 TYPE 'X' SEE ARCHITECTURAL DRAWING A1.1. 4.1 5.1 7.2) b7-9 8.5 8.9 Drawing lute 3. FOR ALL IJG11T FIXTURE TYPES 'HB' AND 'HBE' MOUNT LIGHTING ACCGRE?ING To DIMENSIONS SHOVIM. 2 3 4 7 e 9 ,O DIMENSION PLAN 4. WARNING: OBTAIN THE LATEST 'F1' FROM TRU REP. Scale Date AS NOTED MAIN PLAN NORTH Sheet Na. 10065 SW(o=cade FLOOR LIGHTING PLAN OUP 96-0613 28 of 35 E 4 SCALE: 1/16* ,�- 0" • p • 1 MMW_ IF THIS NOTICtE APPEARS CLEARER THAN THF. OCT DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. N[ICItOTILMED 111II1IIIII�1 I11i1III1IIIII IIIIIIIII{III ! rIIIIIIIIIIII IIIIIIry11111 rlrhp��I II1II�t�lltji 111;III�IItI1 111iIII��II�} I �I�I� IIS II�i1 dill) II111�1 I�{jib N C"M 1 IIIII►II IIIIIIIII Illilllll IIIIIIINIIIIIIli11 UIIIIliI IIIIIIIII lnllilll Ilil�Ill! IIIIIINI IIIIIIINIINIIIIILtIIlllht NIIIt11I tIilllil! ltlillilr illlllln tllillllthli it I , t�nn Iu inI uiiHi mtNn I+ m� tnl �n nihrin niaNi inn Iwiw . ., �, _ ` Pk'� � <.-a';�'+'•`•��,�n',�'°,kms.:?�w.r a r„ y �� U. r .w A- - WALL AT 4 - 0 DATA BOX CENTERED ON ( Revisions LB-3,5 AFF ROOF FRAMING MEMBER - LA-37,39 No jDate Doecriptim `i�4 �,r - I MOUNT AT 12" AFF PERMIT ApPUCATION ir" � TYP.P. x 4 ,T ALARM PANEL BY "TRU" UkISTRU T SUPPORT FOR 1/2* G4NOUIT FOR � �] __ 6" x 6 RECESSED MTD 5 �•' ASNT FIXTURE PROVIDED MAL POWER BOX SO AFF TO TOP OF \ �� • it fi AS NEEDED BY ELC----- 3q IG 1 I 37 r'., y,• -SIGN `WHIP BOX k STUB-UP 1 1/2'C. 3 1 5 1 TO TOP OF CHASE WALL. WIREWAY THREADED ROU -_ 3 SUPPORTS FURN. k INST. I �EGISTE �� WHIP PHONE ISLE. SERVICE CONDUIT STUB-DOWN - k BY ELC ---- --- POWER SIDE AT PHONE 80., EXTEND TO 3 P ` OF WIREWAY. - EXISTING TELE. FEED.--------- IF-13.14 LF 1 S I B'x 4'x 3/1' PLYIM000 t, i BACKBOARD FOR TELEPHONE ATA �c PHONE SIDE LA-41 i #^ `JMlIMREWAY. 3 wc+ ds 37 - I AND PAGING EQUIPMENT WITH UPS TERS LF 0,10 / 8 COPPER GROUND WARE k FRONT ENO �►: - LF_2,6 TO BUILDING. WIREWAY FURN. BY IRU I 14 ! -8 \ \ / NST. 8Y .LC II I PNL LF FEEDS THREADED ROD / ! �Ir _J _ _4 ____- -- COMPUTER R40Mi . JA 2 6 2 8 POINT BY R,8.O.C. 39 0 TELCO - DEMARCATION PROVIDED 8Y ELC BRACKETS FURN. BY TRU MAX w'-0' O.C. � LJGHT FIXTURES TYP 2' G. TO RGD FOR AMPUFlER MID 4' AFF - ----- - - BY-PASS SWITC1i-� I (1) J CONDUIT TO WIREWAY ( 15 FOR DATA k i � (4) I.G. QUADS ATV AFF FOR PHONE PFi<TNE TO SECOND F+ULJ;. BOX. � _ 1 - •'F t•' 6 x 4'x 3/4 PLYWOOD DATA BACKBOARD (1) 3" CONDUIT TO WIREWAY R*'.. 2' CONDUIT FOR IG POWER SEE DRAWING E6 FOR W/o 6 GRND WARE TO BLDG. GROUND -- FOR DATA �i EL.E VATIONS OF TELCO do FROM FRONT CHASE WALL EQUIPMENT Ri�OM. (4) 1 1/2 CONDUIT FOR OFFICE DATA___ I (1) 3• CONDUIT- TO RE-WRAP LIGHT FIXTURES �0 2' C. FOR DATA k PHONE FROM S ---- ----2R CONDUIEA FOR T TELEPHONE �'�E ND AREA 12'XI2•X12' ALES AREA 1 FOR TELEPHONE, DATA & CCTV. - (2) .3' CONDUITS FOR DATA k PULL BOX PHONE FROM FRONT CHASE WALL. F�L,RN• BY TRU ENLARGED TELCOAND-�ST. BY ELC -- EQUIPMENT ROOM PLAN POWER ,,oE •--. — OF PULL- BOX- --- POWER POLE SCALE: 1/4* = 1'-- IM TYPICAL O EACH -- --DATA k PHONE SIDE CA%I REGISTER OF PULL BOX--- CASH RE(ASTE.R LANE LANE Drawing ReferencesSIGN. SUPPUED BY 'TRU' 9 9 INST. BY ELC. SEE SKEET ET EXISTING PNL •MDP' No Drawls s ,w C/T CABINET -- --- W/60JA MAIN SWATCH BUSSMANN SPARE FUSE CABINET NL 'HA` W/'C-1', :f -mss 0 SFC (SUPPUED BY TRU; 'C-7' / I INSTALLED BY EI C.} ---- LB- 2 --PNL 'HB'W/'C -2,C-8' f; -'XIST PNL "HC'W/'C-3' i PNL LE' W/'C-b MTD ABOVE PNL LA-26,28.30,32 1 ~ ' ON WALL k 'T-4' HUNG FROM LA-35 ROOF FRAMING MEMBERS.----_._-./ ELC TO PROb11)E 4'x 4' PLYWOOD BACKBOARD 42' AFF _- 1 FOR EMS SYSTEM. EMS BY OTHERS, ELC TO EMS PANEL PROVIDE 120V POWER, MT. J-BOX AT 1/2 "C. TO J-BOX AT 24" AFF BY OTHERS - 42" A.F.F. k INSTALL EMS PNI_ TO TELE. BACKBOARD. �/ ELC TO ROUTE. ALL COIL CONTROL WIRING FROM ALL CONTACTORS PLUGMOLD MTD. ON COUNTER TOP CORD PROV1 M BY TRU ON �' TO THIS J-BOX ON BACKBOARD AT 4'-0' AFF AND CONNECT PLU RECEPT. . 18'O U POWER POLE W/ 10- OF FLEX. WIRING IN EMS PNL AS SHOWN ON SHT EMS1. WITALTERNATE CKTS. 8*0. 6,28 ELC TO PLUG INTO ��-�. /� O1N,c,R POWER POLE � 2" C FOR CIC DATA ENLARGED POWER ROOM TERMINATE AS DIRECTED 30,32 - BY TRU FIELD REP.--•------� - SCALE: 1/8* = i'- 0" —QUAD J-BOX MOUNTED ' -_' AT 43" AFF FOR DATA, DETAIL A FRONT OF STORE UNDERSIDE jOFCDECK TO G b } 1 POWER POLE (TYPPULL BOX FOR MAREWAY ------• I i SCALE: N.T.S. (SEE DRAWING E6 i SSE DETAIL 'A' THIS SHEET -42* AFF 12' AFF IG LA-5,73 i BID DATE: CADD NAME: li09E05 PROJECT NO.: 96 C = w _ -- — -- -- — -- 9__ .� t --- �# DRAWN BY: EBH/RFF CHFCKED BY: 7 L 12" AFF �^ I PROTOTYPE DESIGNATION- ]99746 re ItEw 2..98 OVERHEAD VVIREWAY FOR ISOLATED GR(XUND, LC-10 1 LC-1,3,2,4,6,8,10 GENERAL OM COMPUTER WRING,NG, WIREWAY SUP RTS I� ``�� ' i 18 / 10 2• C. AND LC^9 , AND BOOS ARE PROVIDED 8Y El_C. ELC IS 12 AFF RESPONSIBLE FOR ALL IG AND NORMAL POWER HAWATSON877 WATSOROAD RING, FITTINGS, ETC. TO MAKE A COMPLETE 10 + 10 LOUIS, MO ROAD WORKING INSTALLATION. SEE F1 FOR LOCATION. MOUN'r ABOVE BOTTOM �, OF ROOF FRAMING MEMBERS. PROJECT MANAGERS 4" PULL/J- BOX M ` (2) 3' C. FOR DATA E MTD.. PLUSH w/FL.00R [ 1b PR PULL BOX ��c.�l FOR WIREWAY ��G► F o I 2' C. FOR DATA i THIS SHEET 10 05 s SEE DETAIL 'A' � /R QUAD J.-BOX MQl!NTED (2) 3' C. FOR DATA MTI). FLUSH 5' OF PLUGMOLO W CCEPT. W/n•� ---- AT 6. O.C. MTD. ON BACKSPLASH AT 43" AFF FOR DATA, V (� FOR 2) STUB 1 1/2" C. ABOVE PROFESSIONAL. �, 0 S I CEILING, TYP rOR 4 PLACES. I HARD-WIRE WHIP FROM 4' x 4' PULL/J-BOX MTU. LA-21,23 I' 1 OF RECORD: s COUNTT.-R INTO J-BOX. I / FLUSH W7FLOOR FOR DATA L�-1 1 JAMES C. ALBS l_ .�► t7, `�, FOR IC POWER. MTD. I 314-8�1-1100 FS C. FLUSH W/FLOOR. I 4' .; 4' BULL/J-F3ox5t.H-3 MOUNTED FLUSH WITH LA-` .27 LC-7 HARD-WMRE WHIP FROM tG ~ COUNTER INTO J-BOX. FLOOR FOR PHONE ,tA-48 i V O� FOR NORMAL POWER I LA•-56, 8 MTD. FLUSH W/FL00R.- 1/2"GLA-4Z i' M3+l,40 '-0' AFF I 1A-50 4" x 4" PULL/J BOX 2' C FOR I DN MTD. FLUSH W/FLOOR-•----.. 'C . G � . DATA, PHONE 10Fi I I I _ Ind _ - \ ■ .. -�. �'---'�1--w�• ' 401 0 � LC a - ---�-- •- Office ---,�-..-.� m Road SEE NOTE / 2 1 _ _.--__._. Para us, NJ 07b52 J-- TYP. AT ALL DOORS RECEPT. FOR RIDES, - -1 F113�2 1 FLUSH W/FLOOR FOR MOUNTING 5 \(201 599-7800 LA-3 "lA TYP FOR 2. - 4FON SHEET 8 AIL 3 N 10. 1/2 C. ( GEOFFREY 53 RECEPT. FOR RIDE MT. ABOVE COON R 5 55 t�1- 53,55,5 - TYP. Fr1R 2 / This drawing is the Exclusive Property of 57 5� 55 �. ;r�:� -��%'• (4) 1 1 2 C. FOR DATA TURN 5 FLUSH MOUNTED OVERRIDE OUT JUST ABOVE OFFICE CEILING "�" U ~-.�: S .. NOTEaTOYS S. The information shown may - �._ .y.-. _��._-'"' -- "` PT. FOR VCR /1 (2) RECEPT. P BY OTHERS. STUB-UP not be used nor the Drawings Reproduced� - �- --. 1 CONDUIT k TURN OUT IN 9 . ' �' -- � �-= - -__ �_ _ � - - .,.._.� � •.- - ��"--- MTD. ON BACKSPLASH- ROOF FRAMING MEMBER SPACE without permission of TOYS "A" US. 1, JUNCTION BOXES FOR 'TOYS 'R' US' SIGN. SEF ARCHITECTURAL ELEVATION AND DETAILS. MOUNT J-BOXES BEHIND EACH LETTER ROUTE THRU ROOF SEE NOTE / 1 \--.—J-DOX FACING INTO OFFICE. FOR 8, SEE NOTE / 3 WIT!; PITCH POCKET-- FLUSH MOUNTED J--BOX, -3/4- C. DOWN FROM ROOF FRAMING 12" AFF, TERMINATE IN 6• x 6" MEMBERS AND TERMINATE IN DOOR FRAMING MEMBERS DOWN TO ^ ,� HEADER WA IH PULL WARE FOR SECURITY. (2) 2' G. FOR CCTV FROM k00F R D� CSR�4MGON p 2. IN DOOR NEA(.�ER FOR OOOP OPENER. PROVIDE a / 12 FROM TYPICAL AT ALL EXTERIOR DOORS. NOTE: TI (G OPERATOR DOOR ACTUATOR FOR SYSTEM'S LOW VOLTAGE NOTE: ALARM CONTACTORS ARE WALL CO NDUIT k WIRE SHOWN ABOVE WILL O 2 f 12, 1/2" C. WN (SEE SHT E2 A RING. CONNECT AS DIRECTED BY DOOR INSTALLER. VERIFY INSIDE DOOR HEADER. g ALI_ REQUIREMENTS AND CONNECTIONS WITH AUTOMATIC ELEC. INFO.). Drawing Title DOOR SYSTEM MANUFACTURER, TYPICAL 6 PLACES. FOR FUR 3. ALL FINAL SIGN CONNECI`ONS SHALL BE BY ELC, VERIFY k POWER DETAILS COORDINATE LOCATION WITO SIGN CONTRACTOR. ENLARGED STORE FRONT POWER PLAN PLAN NORTH Scale Date SCALE: 1/8 1'- 0' AS NOTED Sheet No. • 10065 SW Cascade 13UP 960613 29 of 35 E5 0 yp F, a� P I IF THIS NOTICE APPEARS CLEARER THAN THE OCT 5 1998 - DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MIC1?OM MED � 1 Illjl�ljil,l� 111111 ljijl1ljlji nTp 111 illjijl I�III Ijflijl Ijtjl ! I I'il t -6 i 1 f 1 i ! I 1 III ! f� I l , i tlllcui mci�i�i i��ili�il i��ihtll Iml�nl tt►�1nn �ncinu uirl�ni n1l{cin nnhm inclmcincclmc nnlun mdnlc uulnn ncllclu ulcbnl cuillnl milnn nclinc i►1��n Mrtf�a i�" MI��i1t�h�,i�ndn nlnn ��nn nl1'` 1 , ,i r lgll�PwJC ^sro� r _, 'J At:' 716.:t�lltll'%1'NY8_ Revisions No Dat. tim -f PERMIT APPLICATION Y NTE5 — SaA ISOLATING TRANSFORMER 480-240/12OV. CONDUCTOR COLOR CODE 1. ALL CONDUCTORS /12 EXCEPT AS OTHER'MSE. NOTED 1 •. 3W, (T1) 15KVA. (FURN. BY TRU) POSITIVE SYSTEM � ^ 2. ALL 'IG' CONDUCTORS TO BE INS.JLATED k TO LRE REFERENCE POINT— COLOR HARE NUMBERS CONNECTED ONLY AT ISOLATED GROUND TERMINAL 2 POLE, 60A BKR ON RECEPTACLE AT INSULATED/ISOLATED GROUND L3US TO BUILDING ENTRANCE IN PANEL "HC' k AT BUILDING ENTRANCE GROUND POINT. GROUND POINT RED LA5 - -- _ -- 3. OVERHEAD MAREWAY FOR ISOLATED GROUND - #4 = OUTLETS, TILLEPHUNE. INTERCOM k COMPUTER WIRING, BLUE SA NAREWAY, SUPPORTS k RODS ARE FURNISHED BY "TRU', #4 .. INSTALLED BY ELECTRICAL CONTRACT(A. ELC RESPONSIBLE _ _ L z O YELLOW 58 FOR ALL IG k NORMAL POWER WRING. FITTINGS, ETC., TOL IG = MAKE A COMPLETE WORKING INSTALLATION. IIAREWAY '�' �— 1 2 N BLACK SUPPORTED AT W-0' MAX. O.C. II iJ1 y P1 N H1, H2, H3, II 2 H4. He, H8, H10 Lt __ I! 4. THERE 1S TO BE NO "DAISY CHAINING' OF GROUND -- WHITE NA, NX, NB, NARES FROM RECEPTACLE TO RECEPTACLE TO PANEL. 100 .D21QAL --DUPLEX NC, ND (80) 5. ALL POWER k COMMUNICATION WRING TO HAVE GREEN IGt IC2 IG3, COPPER CONDUCTORS, J z U ISQLATED -GRQUND OUTLET, IG4, IG6, IGB, IG10 FACTORY INSTALLED i SCALE: N. I.S. CASE GROUND —� i4FTLU IC CONDUIT TO 120V. PNL (CONTINUOUS)- 2 CK TS, CKT-A k CKT-B SEE END AND POWER POLE CONNECTIONS CONTINUE ON TO DWG E5 k E7. H1 ,...�� 2 ENO OF WIREWAY. ELC. TO 9f RESPONSIBLE FOR CONTINUED SUPPLEMENTAL CONDUCT01! II 3 Ii WGS.i PAST THIS POINT, AND E ADD. NAREWAY TO BLDG. STEEL OR OTHER 0 10 FH3 ---�+-H4 - DWIGS. AND A5. ELC TO PROVIDE ADDITIONAL CK TS. AS REQUIRED. CODE APPROVED 13ROUN0'- II ��r�` S II WIRLWAY -+--HE - - - '° Drawing References NX ,2 �" CKT- —'""'NX 14 No Drawing* .�...r._. T_B J NX H. CKT--A _C" CKT A CKT-B^- 15 i I — H3 - Hi H1 c4 - H3 N3 _.�..1A� d ----- H2 HI II 'b � I I I H4 �" HH4 T B II ov 12 14 NA — --NA H8 ~ I I I Ng NB �- NA �� -- -- IGl - _.. _ _ — �. ,_. NC r- " _ NO Gl z _��_ IG3 _ - tG�j z z { -----IC2-------- _ _.._._.._._+.. _. ._._�_..__.._ _ IC` ..�.....� EF� p m � � � --i IG4 co T I._._._ IG8 Z.- z Z�9= 6 Z U Z x X <MI n ~ x m N N 1 1 Y i x m N N �.��. .�.�,I 1 1 I I zu= z z x x zc�= z T3 i ic`�i 6 z z (5 z "�i z Si 6 z t� II II IGIO NEUTRAL BUS ISH ___J I! fl R 7 B R R R - _^� ( ; R ... R .___._ R ____ U 4En CARRY TO END OF INSULATED/ISOLATED z PRE-WIRED NAREWAY FOR FUTURE GROUND BUS dA I CAL IP POWER POLES. i (( PANEL LC Z 0 1I + i I —SHIPPEDPLUG-ISEPARATE- LANE LANE LIGHT INST BY ELC IN + I I (TYPICAL) POWER TRA m I j I I I LANE LIGHT SWITCH ' 810 DATE: _ LANE LIGHT SWNTCHES CADD NAME: t309E06 PROJECT NO.:DRAWN BY: -EBH RFF CHECKED BY: _---- --� PROTOTYPE DESIGNATION: 199746KCPU REV. 296 BX CONNECTOR FURNISHED W/ PLUG-IN FOR REGISTER # 1 ONLY TO BE EQUIPPED I.G. ELC TO INSTALL H WNTH TWIST-LOCK RECEPT. NEMA # L5-20R RECEPT. CONNECTOR (TYP 2 EACH PALE) 107E POWER POLES / O TYR SILENT KNIGHT PANEL IS — -- NORMAL POWER 10877 WATSON ROAD HARDNARE.D INTO J-BOX. z - (i" 3'--0" 3'-0" RECEPT. -- ST. LOUIS, MO 63127 PRENARES CONDUCTORS OTHER PANELS HAVE PROJECT MANAGERS S PLUG-IN TRANSFORMERS ---i/2' CONDUIT STUB-UP AND TURNED J-BOX PLYWOOD FOR MTG. OUT ABOVE CEILING WITH INSULLATED 4" TELEPHONE EQUIPMENT BUSHING FOR DATA AND PHONE 1 ° NIGHT PANEL B A SP A PHONE I ti` EQ EQ V-9' s SWITCH DATA QG ,1-BOX CENTERED _ C� r; 4' CABLE WHIP VAL ON K STATION AT 43" A_FF. - _ _ (TYP 2 EACH POLE) . V2003 - 10, b i Ell— MORSE V2004 I I i i PROFESSIONAL • j y LAR PANEL I A ( FILE I ) of RECORD: OREGON L I a' h -- j ' JAMES C. ASB _R' L7 O [� (3 ka QUAD ou u, 314-821-11 9,1j�, "I. —_ 3 PUNCH �� --CASH REGISTER LANE LIGHTS BLOCKS KSU POWER CORD MUST I � I I +• b -- - REACH THE J.G. OUTLET. II __ _ ARE 12' WIDE X 1?." DEEP X 15' HIGH. DUPLEX OUTLETS-----� 1(2) THE INSTALLER MAY ADJUST 6" x 6" RECESSED I.G. QUAD OUTLETS THE HEIGHT OF THE BACK— y �� BOX AT 50 AFF - -- BOARD TO ACCOMPLISH CONY. OUTLET TYP. (1) CONV. OUTLET ` THIS TASK. \ ELEVATION ► No ionol Office i - ---POWER POLE IS TO BE MOUNTED SO THAT 2 ELEVATION 3 ELEVA `� THE 'LANE �/CASH ONLY SIGN FACES THE ON 46 From Road (� REAR OF THE STORE. Po amus, NJ 07652 E6 E6 SCALE: N.T.S. \�v SCALE: N.T.S. E6 E6 SCALE: N.T.S. (2 1) 599-7800 ,�--TOGGLE SWITCHES FOit -� 1 f� LANE LIGHTS ELC TO SUSPEND T-i IMMEDIATELY ABOVE WALLS, GEOREY J ELC TO PROVIDE SUPPLEMENTAL UNISTRUT AND ELC TO CUT SLOT MOUNT UNISTRUT ON 4" x 4" STUDS PROVIDED BY iN DRYWALL k STUB GC TO SPAN WALL. MT. UNISTRUT FLUSH W/WALI_.--� �� -cn - CONDUITS ON .UST This drawing is the Exclusive Property of , BELOW TOP OF SLOT. TOYS "A" US. The Information shown may not be used nor the Drawings Reproduced N N �� -'_�-- DUPLEX IG OU TLE T5 _ PLYWOOD FOR MOUNTING without DATA EQUIPMENT _-� t ut permission of TOYS 8 US. . — $ ;® � Location EQUIP R ';K ANE AN I i --1 � TIGARD,CUIOUTS FOR SIGNAL BEST i LC LF" 4 OREGON 2 BATTERY �'' %J50 / \ UPS k � I 3 5 DrawingTitle COMPUTER SYSTEM (2) LG. QUAD QUTl.E1S- - • (1) cDNv. aJn.ET WIRING DIAGRAM POWER POLE DETAIL Scale Date 4 ELEVATION ELEVATION 1 NONE SCALE: N.r.S. - 5 TELCO &M-EQUIP, ROOM ELEVe KEY PLAN Sheet No.FURNISHED BY TRU E6 E6 SCALE: N.T.S. 6 E8 SCALE: N.T.S. . • INSTALLED BY ELC. 1 SCALE: N.T.S. 10065 SW Cascade BLIP 96-0613 E6 30 of 35 i .. IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL EQUALITY. MICROTILMED �1.il+�il�l�l it (�i��i Iii i{i{il+�+l+l+ i'{ii+li�+lili ii�liil�iliii � r{t��il+ +Ii1+1�i�+IFI+ �iii�li�t{f!+ I i{i{i1i��1+�° iC+irir�+�l+i +��{�+�I�1• �f�l�lr �i11 Ilillll) IIII�#!{hIUljllll !IIl�l11� III!llHl Illi{I!N tlllltiit INtlltN INIlilll Ilii{iiil fliil1111IIUililll itlllllp Illl�llli illllll•li fUI+INI ILII+illi Ilill1111 Iilf�1111 iil�llll Irlii �ihrai nriiul �iiln� nt:! �Ih n�hrN anlull �tia nlllr�u�>a I tQ�/�2j�0Q8��// Re1liS ono ftRFACE PANEL � ��iii ' 30, 4W,��S '�M 0 FLUSHSUi2FAC£ ,� PANEL ��, 120 240V tA. 3W, 80 A 11L0 SURFACE PANEL C 12 240V 1A, 3W. 80 A MLO SURFACE PANEL F 120 240V 1�, 3W, 40 A MLO SURFACE MLO JAL FLUSHMce FLUSH jw�lI "�"�"""a -- FLU F'ANEI_, ,,,� 1 /2C�$ V. 3a, 4W, ZEA DESCRIPTION DESCRIPTION CKT OCT 0 KT CK Mce NO DOto DN tion Ad DESCRIPTIONAd I Rd I UESCFtIPT10NAL JL Af so DESCRIPTION DESCRIPTION DESCRIPTIONAd ad DESCRIPTION CK CKT DESCRIPTION 90 co DESGRIPTION T PERMIT APPLICATION DOOR OPERATOR n n 2 1 1,•, ,6, n 1.2 n 2 1 REGISTER RECEPT. n •4 /� REGISTER RECEPT. 2 1 K I-L 7 - 1.4 BATTERY CHARGER 8 9 10 11 12 1.8 EMS SYSTEM J-BOX QUAD RECEPT /'� �N .4 QUAD RECEPT 2 1 TRACK UGF711NG n 7 n TRACK LIGHTING 2 VENDING MACHINE 3 DOOR OPERATOR !'1 n RECEPT. 1 4 •3 ALARM RECEPT A SPARE 4 3 REgS1ER RECEPT. /'� IN REGISTER RECEF T. 4 3 n 1. n VALANCE LIGHTINGLIGHTS 1.0 4 f' 1. •4 SPACE IN SPACE 4 3 TRACK LIGHTING •7 P M io 5PO POLERECPT• n 5 n RE T 6 VENDING MACHINE 'S ALARM J--BOX /� SPARE 6 5 EMPLOYEE n 4 rN REGISTER RY ECEI'�1 6 5QUAD �� n 2 n VALANCE LIGHTING 1.2 TIME RECORDER 2 BASE STATIONS RECEPT QUAD RECEPT 6 5 RACK LIGHTING r'1 1 1 n PERIMETER 6 7 RECEPT. n !, n RECEPT, MACHINE 8 7 C-13,14 IN 1 L8 UPS 1c EY-PASS Li 7 COUNT ROC1�l RECEPT. iN 4 4 /N REGISTER RECkPT. 8 7 SPACE n /N SPACE 8 7 TRACK LIGHTING n / n VALANCE LIGHTING 8 1. PERIM TER 9 ADITCA RE ROOM T. n 1 0 •4 n MICROWAVE RECEPT. ip 9 RTU-6 (HACK) 1 n SPARE 10 9 IG OUTLETS CPU IN 4 4 e", REGISTER RECEPT. 10 9 QUAD RECEPT IN 2 5 /N QUAD RECEPT 10 g TRACK LIGHTING n 1 n TRACK LIGHTING 10 11 T WATER n 8 r1 EF-1 12 11 /N SPARE 12 11 RECEPT FOR /'1 SPARE 12 11 2.1 PRICE CHECKER 1.0 SPACE /1 PN SPACE 12 11 TRACK LIGHTING n n MONO-POINT LIGHTING 12 13 HOT WATER HEATER 1 Z n SPARE 14 /N IN 13 SPARE :1 rr SPARE 14 13 QUAD RECEPT n 2 n QUAD RECEPT 14 13 RACK LIGHTING n 1,3 n VALANCE LIGHTING 14 15 - PERIM R I-% SPARE 16 15 /N tN 16 15 SPARE /1 .*N SPARE 16 15 SPACE �N /1 SPACE 16 15 RACK LIGHTING n 1. ,1 VALANCE LIGHTING 16 1.3 RIM TER 17 TF-1 h TF-2 n n SPARE 18 17 r1 /N 18 17 SPARE /N n. SPARE 18 �1 n 17 RACK LIGHTING n n VALANCE LIGHTING 18 PERIMETER 19 /1 1" n RECEPT FOR RTU'S 20 19 iN /N 20 19 SPARE /N n SPARE 20 19 n /1 ,. 20 19 TRACK LIGHTING n 1 8' /'1 TRACK LIGHTING 20 W.P. RECEPT. 21 FRONT�CE rN 4 n UH-2 k TF-3 22 21 r% /N 22 /1 /1 21 r1 �N 22 21 TRACK LIGHTING n 1' n TRACK LIGHTING 22 1.8 23 FRONT OFFICE ^► 3 n UH-1 24 23 24 23 I1 /1 24 23 �.� n n 24 23 TRACK LIGHTING /1 ® n TRACK LIGHTING 24 25 FRONT OFFICE n 1,11 n PLJGMOl1i :!� RE-WRAP 28 25 I1 t1 26 25 /1 PN 26 25 /N /N 26 25 SPARE n n 'PARE 26 27 P n n PLUGMOLD IN RE-WRAP 28 27 iN rN 28 27 SPARE r'1 n SPARE 28 IN OFFICE 1.2 l� /� 28 27 iN n 28 19 SPARE n /'1 PLUGMOLD IN RE-WRAP 30 29 rN /N 30 l9100 30 29 /N iN 30 29 SPARE n �^ SPARE 30 31 SPARE n PLUGMOLD IN RE-WRAP 32 31 32 31 n I'1 32 31 rN /N 32 31 SPARE n n SPARE 32 35 SPARE n n SPARE 34 33 /1 /N 34 33 34 33 IN t1 34 33 SPARE n n SPARE 34 .55 RECEPT. IN RE-WRAP. n 1 n SPARF 38 35 n P1 36 35 r� n 10 .38 35 n PN 36 3`, SPARE /'1 n SPARE 36 37 AMPLIFIER RECPT. ^ 1 n QUAD RECEPT 38 '17 /N /N 38 37 /1 38 37 n n tib 37 SPARE n n SPARE 38 36' EQUIP, ROOM RECEPT. n .4S 1.2 n QUAD RECEPT. 40 38 n n 40 39 n /N 40 39 IN /N 40 39 SPARE n 1'1 n CEILING FANS 40 41 EQUIP, ROOM RECEPT. /1 4 '4 n REFUND AREA RECFT. 42 /N 4 �N 41 SPARE n 1'1 n CEILING FANS 42 �►rowing Reference$ 43 DOCK LIGHT & BUZZER n n TF-4 44 BKR 1P 20A,UNLESS NOTED BKR 1P,20A,UNLESS NOTED 2 22 6 TOTAL CONNECTED 4.8 KW TOTAL CONNECTED 1?.4 KW 8KR 1p 20A NLESS NO1FD+ AND E K- VIC 6.3 6:IJnd • HANDLE LOCK-ON DEVICE • HANDL I_(X~K-ON DEVICE 2.4 TOTAL CONNECTED 2,4 KW 43 SPARE n n CEILING FANS 44 No Drawls 45 DOCK RECEPT. to n SPARE 4a LOAD INFORMATION: LOAD INFORMATION: 45 SPARE n t'0 n J-BOX FOR EDC 46 4 LOAD INE ORMATION: 47 CPU RECEPT, n 4 1.0 n VCR 48 NEW CONNECTED NEW DEMAND NEW CONNECTED NEW DEMAND CONNECTED DEMAND 47 RECEPT do LIGHTS n n J--BOX FOR EDC 48 49 SPARE n 1' n DOOR HEATER DH-1 Sp LIGHTING 00.0KW X 1.25 - 00.0 KW LIGHTING �KW X t 25 '• 00.0 KW LIGHTING KW x 1.25 - 00.0 KW 49 RECEPT FOR T.V. n 1 41 0 n J-BOX FOR EDC 50 OTHERS 12.4 KW X 1.00 - 12.4 KW OTHERS 4.0 KW X 1.00 - 4.8 KW OTHERS -,.4 KW X 1.00 - 2,4 KW ._. 51 51 n n RECEPTACLE 52 SPARE PN n SPARE 51 .2 TOTAL 12.4 KW - 12.4 KW TOTAL 4.8 KW a 4.8 KW TOTAL 2.4 KYY - �KW PLUGMOLD 53 GIRAFFE /'1 6 n SPARE 54 ( NOTE: THIS PANEL IS A NEW PANEL TO BE FURNISHED WITH FAC TORY INSTALLED �- 53 n J1 RECEPTACLE 54 ISOLATED GROUND BUS NOTE: THIS IS A NEW PANEL TO BE FURNISHED 111H FACTORY INSTALLED ISOLATED PLUGMOLD 55 TRU SIGN /•1 1 r•1 PLAY RIDE 56 UPS SYSTEM & BY-PASS SWITCH MUST BE CONNECTED TO THE SAME PHASE LEG NOTE: THIS PANEL IS A NEW PANEL TO BE FURNISHED WITH FACTORY INSTALLED - 1.4 - ISOLATED GROUND BUS GROUND BUS 55 PLUGMOLD n !,4 n PLUGMOLD 58 57 IRU SIGN P1 1,01 /"U PLAY RIDE gg ��, - 1 _ 57 'PLUGMOLD n 1.4 n (PLUGMOLD) 58 59 ENGINE JACKET HEATER r1 1 6 n SPARE 60 SURFACE - - F U`ri PANEL !A 277/480 V. .30, 4W, 20Q A MLO SURFACE PANEL HB 27-1 480 3a, 4W, 200 A MLO SURFACE MLO 59 PLUGMOLD n '� PLUGMOLD) 60 FLU ---�-y' MCB F PANEL ,La_ 271 480 V, 3a, 4W, -.aA 4 61 TRU SIGN (FUTURE) n n SPARE 62 CKI KN s KT 61 PLUUR UI LA n 1.414 n PLUOR DT 62 DESCRIPTION DESCRIPTION KT CKT DESCRIPTION DESCRIPTION CKT KT DESCRIPTION DESCRIPTION 63 TRU SIGN (FUTURE) n n SPARE 64 a• o o _ Aa o • a _ OX FOR DISPLAY 1. 1 SALES LIGHTING n r1 SALES LIGH TING 2 1 SPARE n 6.9 RTU-7 (HACR) 2 1 SALES LIGH TING n 2 6 ' n SALES LIGHTING 2 63 PLUGMOLD n 1'>4 n PLUGMOLD 64 65 TRU SIGN (FUTURE) 11 r1 SPARE 66 1 g PLUOR DI 1 { X F(. MO DISPLAY 66 3 SALES LIGHTING n 3 n SALES LIGHTING 4 3 SPARE n 4 3 SALES LIGHTING �1 1 t n SALES LIGHTING 4 65 n n 67 TRU SICK (FUTURE) r1 n SPARE 88 - _ 1 J- , 5 SALES LIGHTING n n SALES LIGHTING 6 5 PYLON SIGN 6 5 NIGHT LIGHTS rk n n NIGHT LIGHTS 6 6/ PLUGMOLD n I, n PLUGMOLD 59 TRU SIIGGN'(F-RE) n n SPARE 3 EXIT LIGHTS 1.4 EXIT LIGHTS --1_ 70 7 SALES LIGHTING n 3 7'2 n SALES LIGHTING 8 7 1 n SPARE 8 7 SPARE n r1 SPARE 8 69 J-BOX FOR DISPLAY n 1 41 4 /1 � PLUGMOL.D 70 71 TRU SIGN (FUTURE) n r1 SPARE 3' - 72 -13OX FOR DISPLAY 9 SALES LIGHTING n n SALE; UGHTNG 10 9 EXTERIOR L.IGHTI'vG n n SPARE i0 9 SPARE /"� 1.3 TRANSFORMER T-1 10 71 PLUCMa.D n 1, n .7 PLUGMOLO 72 73 LANE LIGHTS n 5 n OP DISPLAY SPARE 74 3' _ '•'C 15KVA FOR PNL 'LC• _ 1JUX FOR DISPLAY11 SALES LIGHTING n 2 n SALES LIGHTING 12 11 EXTERIOR LIGHTING n ? n SPARE 12 11 SPARE n 1.3 12 73 PLUGMOLD n 1.4 n 1.4 - PLUGMOLD OX F 74 75 ,,'PARE PARKING LOT J--BOX FM DISVLA� n 1.4 n 76 n n SPARE 76 13 SALES LIGHTING r'� 6 n SALES LIGHTING 14 13 PARKING LOT 1• 14 13 SPARE /"1 /1 SPARE 14 /5 PLUGMOLD) 1.4 - PLUGMOLD LiGH TING2. LIG_T? 77 SPARE r'1 n SPARE aOX FOR DISPLAY 786)( FO DISPLAY 78 -72.9 TRANSFORMER T-3 77 - PLUGMOLD n !, n PLUGMOLD 78 BOX FOR DISPLAY 15 SALES LIGHTING n 3 9 n SALES LIGHTING 16 15 T16 15 SPARE n 16 BID DATE: ,•�_, Ll SERVING PNL LB . 79 SPACE n n SPACE 80 4 79 J--BOX FOR EDC n 1.4 r1 - 80 17 SALES LIGHTING n 1 } n SALES UGH IiNG 18 17 SPARE n COMPACTOR 18 17 SPARE n 18 .4 (PLUGMOLD) CADD NAME, 609Et�'7 PROJECT NO.: 896609 e1 SPACE /•1 n SPACE e2 t9 SALES LIGHTING n n SALES LIGATING 20 19 SPARE n a1 J-BOX FOR EDC /1 4 '4 r'1 J-BOX FC�Ei EDC DRAWN @Y: _ EE1N FF_ g3 SPACE n n SPACE d4 20 1 n n d2 � CHECKED 8Y: PROTOTYPE DESICNATION: 19974�gEV. god L 83 J-BOX FOR EDC n 4 r1 J-BOX FOR EDC 84 21 SPARE r1 r1 SALES LIGHTING 22 21 PRE-SALES LIGHTING I^, �4.4 22 21 r1 /'y 22 BKR iP 20A UNLESS NOTED)ACE. 17,6 13.8 12.1 TOTAL CONNECTED 43.5 KW 3 . 8KR 1P,20A UNLESS NOTED]K25.2 26.2 25.4 TOTAL CONNECTED SQ� KW • NANDIJ:' LW-ON DEiACE. 23 SPARE n n SALES UGHTMG 24 23 PRE SALES LIGHTING /"1 g r1 OFFICE LIGHTING 24 23 n /\ 24 • HANDLE LOOK-ON DEVICE. LOAD INFORMATION: 25 SPARE n 1'4 n SALES LIGHTING 26 25 DOOR HEATER / 1 / 4 2 BALER 28 25 n n 26 LOAD INFORMATION: � NEW CONNECTED NEW DEMAND ,p CONNECTED DEMAND ��'L"7 tirHTiNG 4, KW X 1.25 - 5.3 KW 27 SPARE n n SALES UC4iTING 28 27 4 28 27 28 KW 10877 WATSON ROAD OTHERS 39.2 W X 1.00 - 39.2 KW 29 SPARE n n SPARE 30 29 3• 29 LIGHTING 29.4 KW X 1.25 - 36.7 .._ 4 3o n n 30 ST. LOUIS, MO 63127 OTHERS 47.4 KW X 1.00 - 4- 7.4 KW PROJECT MANAGERS TOTAL 43.3 KW - 44.5 KW 31 SPARE n n SPARE 32 31 n n 32 31 n n 32 TDTAL 76.8 KW - 84.1 KW NO THIS P 33 SPARE n n SPARE 34 33 n n 34 TE IS ANEL IS A NEW DOUBLE SECTION PANEL 33 -�- 35 SPARE n n SPARE 38 35 n 36 35 n n 36 NATE. THIS PANEL IS A DOUBLE SECTION PANEL PN OF�SJ� F � 0 37 SPACE n n SPACE 38 ,37 38 37 n n 38 39 n n 40 39 P1 n �40 39 n, r'1 4o PR SIONAL . L1 TIT n n 42 41 1 u'�t ? t .VICE n n 421400 ^ n NOTE! OFR �' N1� ^!, BKR 1P 20A UNLESS NTD. LOCK-ON20.0 22.4 11.6 TOTAL CONNECTED .,9.0 KW i _ N 25.9 26.1 23.9 TOTAL CONNECTED 75,9 KW . HANDLE LOCK-ON DEVICE 4.4 8.1 7,0 TOTAL CONVECTED 17,4 KW ELC TO RECIRCUiT ALL EXISTING PANELS 314 E 100 . T 21 � w C. A�• LOAD INFORMATION: LOAD INFORMATION: LOAD INFORMATION: AS SHOWN. ! NEW CONNECTED NEW DEMAND NEW CONNECTED NEWDEMAND NEW CONNECTiED NEW DEMAND ELC SHALL 8E RESPONSIBLE FOR MODIFYING �;. �� ~ LIGHTING 59.0 KW X 1.25 - 73.7 KW LIGHTING 23.7 KW X 1.25 - 29.6 KW LIGHTING 11.1 KW X 1.25 13.8 KW CIRCUIT DIRECTORIES OR CIRCUIT IDENTIFICATIONS OTHERS 00,0 KW X 1.00 - 00.0 KW OTHERS 52.2 KW X 1.00 52.2 KW oTMERS 8.4 KW x 1.00 - 8.4 KW FOR OTHER DEVICES AS REQUIRED AND FOR � Vi ry TOTAL 59.0 - 73.7 KW TOTAL 75.9 KW - 8� 1.8 KW TOTAL 1.9.5 KW 2�KW PROVIDING SUCH IDENTIFICATION FOR ALL NEW, ti REUSED OR EXISTING PANELBOARDS OR EQUIP- � National Office a MENT WHERE NOT ALREADY PROVIDED. 461 From Road " NOTE: THIS PANEL IS AN EXISTING PANEL Paramus, NJ 07652 (201) 599--7800 FAULT � R , G OFFREY operty of QALQULAIIQN5 1U�YSd"Fi4 .I' The nformationthe Exclusive rshown mayNO 4 POINT TO POINT METHOD (PER BUSSMANN SPD) not be used nor the Drawings Reproduced I 1, AVAILABLE FAULT CURRENT FOR A 300, KVA TriANSFORMER SECONDARY - 33,426 AMPS without permission of TOYS "A" US. (LASED ON UNLIMITED FAULT CURREIIT,) Location N 2. MDP 20' 0!- 2 SET'S 500 MCM 4. TRANSFORMER T- 2 2.52.' OF 1 5. PANEL LA 10' OF IM 4/0 7. PANEL LE 10' OF / 4/0 fes . _ 0.060 f - X .x 31,533 - 4.58 TIGARD, OREGON 480 x 2 x 20,000 480 x 8,250 f - �3�L.1� x 4528 - 0.013 f .. x 10 x 3265 - ,021 480 x 12,500 208 x 12.500 - � - AIL ARI F AT 505j_A l?"YAILABL L AT P IMA$Y Isc = ____4= a 4419 AMPS�yAl1 A�� pANEL_lA Tec � �� - lec ' 1 + 0.060 J1.5.LT.1+btPS.AY'- SPI I'c t B 1 + .013 1 + 021 , 1.5'7 AMPS AVAILA U AT PAN" Drawing Title 3. PANEL HA 20' OF � 3/0 f - ,50-L-1�0Qx � x 3 - 1 gs 6. TRANSFORMER T--4 20' OF # .3 � f - y-A_2Q-A-1 W,1 -• 0.214 100,000 r 75 480 x 10,638 f - PANEL SCHEDULE i11�� lec - '18-�'X_-�� s 4,52@.�MP.�AYA(LAEII.L�L�EC<4dRAQY 480 x 4,181 - IsC - -11W[al4 - 6./uiL�._1Vttg�.AYAll1i91�._AI_P1tit11.EL�iA 208 (1 + 1.88) I9c - 1�+W55 2�,;1� AtrtPs Ay LALABLf�Aj_pgt EQUIPMENT RATINGS: Scale Dat® MDP: 100,000 AMPS RMS SYM NONE PANELS HA, HB, HC: 42,000 AMT'S RMS SYM UL LISTED SERIES RATED Sheet No. f - �6100,000�x 75�� ,9 PANELS LA, LH, I.C. LE, LF: 10,000 AMPS RMS SYM UL LISTED 10065 SW Cascade .� SUP 93650613 I9c31 � 208 Q(1 �g� , -AME'�AVAILA@L�dL�E�SIi11��fi�f i E7 u IF THIS NOTICE APPEARS CLEARER THAN THE 1 OCT 51998 ` DOCUMENT,THE DOCUMENT IS OF MARGINAL QUkLITY. MICROFILMED 11111111 i��! i��iii��lilil ! i'if�l�l�l�lil 11111111111 l nTIT"li �1�i�4 ��i l'I �1�111��1� �I�l►1�4fi�# ��E1�1� t�1i� t �i�1�i�i�1 i�i�ilj�1 IIION MMR N OHM MONO INb111 lulhilt tIIIIIIti lln�llll(III i I n i .. I � � I �I u lin intron nnlllu IInlnii nnlnll Llc:lalllllulllltl nnhnl nnbull�a�bin tnihlll mihlll indnn lirih�n I'l +niat� nlhu� r rl In1rm rni nlln alllurl i�Illen Iall� f � _• soh+ A Revisions MAIN DISTRIBU110N 1 Nu Dote ��)eacrl tiun EXISTING 600A, 277 480V,30,4 W,SPJ EXISTING EXISTING EXISTiNG k15TING EX151+NG NEW r,t 'ti' -_._ -- - RTU-1 WP RTU-2 WI' RTU-3 WF' RTU-4 W►' WP f, WF' �.1 r. i f U5E wC.'iNr' I -� RTU-TU- 5 RTU--7 k,', G SERVING c AMPS p 60 60 60 30 30 ____--_ - � 31J _-_ � PANEL •'�,�" w� POLES 200 I U2`a i-TRGNE JJS` 70.d - - ---- _ �._.__� _._. ---- - — — 5 MDP--6 EXISTING FEEDER f0 ... AIDP-7 REMAIN AS IS -- ROOF --� pANLI 'tib" 200 200 T TRGN (J,,,) 147.1 MDP-8 _---EXISTING FEEDER TO REMAIN AS IS 3 PANEL *HC" j 100 71) 1R5- R (RK-5) 20.9 MDP-9 XISTiNG FEEDER 10 REMA;N AS IS TO PANEL H9-2 TO PANEL. LB-9 SEE DWG. E2 SEE DWG. c2 4 'T 2" 10 PNL `LA' - 3 td0 1r1c1 IRS-R (RK--5j 74.0 1. 4` 10 PNL "LE" •5 100 100 t-RS•--R (RK-5) SO•C MDP 12 --EXISTING FEEDLR TO REMA,N AS IS 6 K T`U 1 5 60 4!, FRS-R (RK-5) 390 7 RTU ? s — l,0 4') FRS-R (RK-5) 39.0 MDP-3 XI;TiNG FEEDER TO REMAIN ASI 4, FRS-R RK-5) 39.0 ....�...._....�.....�.. g RTU--.5 5 60 ( MDP-2 a 3 d 2 12" c r ELC TO RECONFIGURE ..--•...•• � • 9 RTU-4 S 6U 4 ) FRS-R (RK-.,) 39.0 MDP-4 no --3 1 1 112" C. -- EXIS HNI, MDP AS SHOWN go 10 SPARE MDP-•5 3 3 1 112" C. MDP-1 11 ,DARE 4 / 3/0, 2 1/2' C. 2 p 4,1 4 11/4- 12 RTU-5 3 33 .'U FR i-R (RK S) 10,6 z ,� b, 1 N b t O 600A MAIN SWITCH W/ 600A FUSES (EXISTING t0 REMAIN) iW. NEW NIW NEW NLW _ TRANSFORMER SCHEDULE 0 o U - _ _ F�T - J i'f<I SEc' . tED 400 �� '"Z I lou (tl0) IA ARK KYA NA`, V')I-T': VUt 1', •R01,+ SERVIrIG LOCATION REMARKS 13Y- PIIT;S, c,JV N 8 COPPE:1+ r....L (225 FUH11 '3Y It<l1 r J' T-1 15 1 463 120/24'., Hr_ LC MT ON UN'STRUT "3PANNING )LA REGULA TOR d , ';) 'CiPT•I Il INS W( ; Ll; --- '- --- �-,._y y 6 _ - ,URN.BY "71tU' INST by I_ ! MAIN M 2 COPPER 2 N 8, 1 N H (I:,), S�'T' C. - / �•p^6 ( '�; - k 8 :r�f'PfR � _ UfSTMA; 11C>ry �t1.E 0 1-2 75 3 480 1201'. MOF' - LA TRAPEZE MTD.R FROM ROUE > 1,�APEIE b,'0. FROM ROOF •- -"� PANEL - 4 d 4 0, " L,. NEW ^ /" T-3 10 1 4 H 120/24u HC IB Mr. I'ANF I LA* \ RA 600A W.1NiN t17' riF L A0 r __, E M E AH N . V 5 N -1, 1 N q (Il,), 1 r/a• r FcGr' . M 0 .rr�+.ruwr..r--r• 1 1/4' C. --� MAIN SN41U 1 N •t/U, S" C iRAhSFOt.4CR 'T-- 1' - 1 �� 1 a ?5 S 480 120%208 MOP I f FtAM'G Mt METERS IN PWR RM • Dry wing References EXIST EXIST 1 1 2 N B, i N N ('G), ,5/4" (' . I I METER ENC•L05URt 3 � q -• � '� � �' ,K•.0"ID G'JNDUCI1Xi f_E)f2 ISULAfEU uAk;KN1 PNl_. LC' TO HE CARRIED ,r"� 0 N TA rO R C C H E D U LE NO Drowln s _ __ -- -- __ .. -. _ �_ _ _ .. ._. _ _ ._ (� - --I --- --- - BACK TO GROUND BUS IN 'MDP•. �J `,/ J (MECHANICALLY HELD) ......��.. `-/ t1Ei UTILITY El}_CTRICAL SITE PLF,N 5 6 'C-6" PNL - F�ANt t CANFL PANI:I_ v-d• Pl.!,fL t •,Lt r'.t.►1 ''LAN MANUF-AC IURER CAiALOG NUMBER LOCATION SERVING CONTROLLED B' E2 POWER PLAN 7 H� 'HA" PANEL 'LE' 'L.A' "L A" 1.. "►it3" "C 10 y�� t. .ItC" MARK r- �_•_ _ 9 1U- NEW "l E" (t4IGO (,LEFT) (RIGH 1) h rpt h t �c,Srit+G r,l CKiS OFF OF .LEFT) NEW NEW NfW NEW •C_11• `J 10 C-1 ;QUART 'D' )CCA. 12P, 11JV COIL POWER ROOMI PANEL A• EMS UI.I+''PUT N ' 1 t 11 PtEW `J �` O O . . �........ . •t i (I'� O C-? SQUARE 'D' 3UA, �P, 120V CONI POWER ROOM PYLON SIGN t.MS OUTPi1T / 3 O 1 __..,. J T O C_y SQUARE 'D' :OA, aN, 12UV COIF. PO'IYER ROOM PARKING LOT LIC - EMS OUTPUT N 6 EXISTING _ - _-_ � ��_._ �'' FCk COMPACTOR T C-4 SQUArtE 'D' 20A, IOP, 12UV COIL Tf IC- BtOG. SIGNS OFF EMS OUiPUT N r - -- --- -- `330 --� O ..� POWER ROOM PANEL La ._ 1' C 4" 5' c yi' `C y' ( K TS OF OF ..�.•- l f LLL` I I- - 1� 1 ►1>Et 8AI.E.H -fL(XJR 0 C-5 SQLIARE 'D' 20A, SP, 12UV CCHL M POWLR ROOM PANEL_ "HC' EMS OUTPUT # 2 f _ _�- _ �--_.____ _-__r--__ _____-__r� _... ______�_____. Y._...____._- _ �__ __� -- -- -------------_— � -- -.• �"�'�"�` PANEL "LE M'!; t. 1F, 1 j .•••..�'• �M Iiu� SYMl3UL INDICATES NEW LQUIP. FURNISNEI) 0 C--6 SQUARE 'D' 200A, 3P, 120V COIL POWER ROOM IN PANEL EMa OU UT � KTS OFF OF HY TRU INSTAL.L1:0 BY ELC. 0 C--7 SQUARE '0' 20A, 12P, 120V COIL POWER RWM PANEL "HA EMS OUTPUT N 2 EXISTING FEEDER 10 REM..IN A5 r.5. ' �� G--E1 SQUARE 'D' 20A, 4P, 120V COIL POWER ROOM .,KTS IN PANEL 'HE3' EMS OUTPU T N 2 o:./ C- 9 SQUARE 'D' 20A, 10P, 120V C01L OFFICE AREA "KTS IN PAitFL 'LA' EMS OUTPU f N 1 •L �j rIYI i, I �/A L ,.,� y a J;.... R 1 "%i..R D I !�"1'1.��R A 1 Y 1 �!� C- t l) SOUARE D� 20A, 4P, 120V COtL POWER ROOM ,KIS IN PANEL 'N8" EMS OIdTPUT ,� •t...•L..,•�..t,iYw •.•,Rr1c+•. •,.••..•r.....•r''•'•"•` "•'•"'^'•"``'""•'•"`"••""'""`• °''�""'"""'"'�'r C, i' SQUARE 'D' 20A, .'I', 120V COI L POWER ROOM ;KTS IN PANEL 'FTU" LMS OUTPUT N ti SCALE: N. E".3). - ...._... MDP LOAD ANALYSIS. .._._ LIGHTING 1 G3.b I,W x 1 25 i ly.T r.W SOLID STATE CUNtncll_ tF S $QUARE 'D' FURNISHED L 'HA' CYT eY TRu, ntsruisn nY l�t - � to to t r t 2 a 24V -� QIG DATE. RECEPTAC,IFS CONIACTOR `C i' 5'1.10 cr�.1W01.1ER CADD NAME: g09E08__ PROJECT NO.: �60g FIRST 10KW 10.0KWX 1.00 - 10.0 KW , o - i - T Ms TLRMNA i- R.1 DRAWN BY: EBH FF CHECKED BY: :. r 1_ ( IF.,A,1 LH,1 H'a 2 (I-LC TO PROVlrk M1�� b/ POTIFR/NPUMtIt1D / PROTOTYF�E DESIGNATION: 129ZMKCPU REV. 2•y;�_ RFCEPfACLES \ ('�' REMAINING 99.7 KW X .5 - 49.8 KW J -�-I 1-- �. ` - --- r+Nf 1Ar0 2SA w�s4v r.ul) MISC. LOADS 45 5 KW X 1 OU = 45.5 K W 74v - — - -` n 7 'H 4 K 1. 4 K 1 lEiC TO PRD1AYO 25A W 1 v CpRELAf e' PGEtER/tiRUMflE10 / MEI, . 206. W X 00 0 206. W I _ _. J SUB- TOTAL 441.4 KW = ,31.t' MI", LS I SA I AREA l)6,/�iNC , 10877 WATSON ROAD i'Elt'!EL_-"?1A" oNrtg L IO '*.'IAi ST. LOUIS. MO 63127 � 259G OF LARGEST MOTOR 23.4 X .?5 � 6.0 KW RfIAY by �+ �QuAM D'-- L(.+TA:,IOP 't: 2'• .41 , NI] TF-� SON PROJECT MANAGERS TOTAL 447.4 KW = 539.0 AMI ') MODUIP SOUARE'0' - G SOIJD STAIE CONTROL u I � ' _ 1'` �. CONiACTUR 'C-9' PANEL 1A' CKT / .,.L_�r.ti. ' L M F URNISH£D BY SEE SHrY 1 I S t 7 12 50 EMSI rYT'ICAI. itl EMS 't.rrlr:� iRU. MISTALIED yY ElC= — _ Pn (l r "M Le" '1 'I tip, 3_ �o (moi cy ? rl ..t;ON-ACTOR C- / � 1 `nli.' 51ATE "i k Ali: - / 3 ->�--�'`•is"-�� ---� �"�. c ' 1 SUAVE 'D' rURN..t13) 1'ANLL 'HA CKT. / y`"�'1 L' 10' l z z T X P'1!CA SIGN (SIX DWS l l I) RF Ti ll, INS►ALLED E1Y FLC -� 1 T 7 � 11 12 IJ 14 10 20 SP. :ti ��U / ♦ _ ) T._ . DRQ TYPE TRANSFORMER - SEE RISER � LMJ 1�}41;NA1 S �- - - t -`-` ¢ _ � PRO SSIONA.L p.Yl.�tt C�d�1@SrI. - -A i^ '', OF R C 'C d I DIAGRAM FUR CONOUC TOR SIZES � 4- , '•`-"- -�-�'•--�-'-- � 9� h o SOLID ',t A IF CON IP(A SOU Ar+k1' IURthfJ•'CL1 :,'.'It'•,rt' 4 --s{� 1 t) , rr-,.Z - �•..__. �-. JA'.1E l `,_,,_ I :� i �� 27 P, � eV Tit J, IN:iTAIlC.t7 BY FlC •-•. � - ��.____ __ ct.•rtrA:' r? s• , i I I ; u t cF-, DuoR HEAiIJt FAN , SPAR! 31 ' 100 FS 6 o E.tlilJii'.tdF�I T CON Tfi� ,•�• •1•••'� Ll :;�16 4 4 I-- 0 .�" LH-1 r • SELF . Akt A I:GMnNC ! �• ,� " PANEL HA •�{jh , 120/?08V, 3e, 4W / .v-----_ tap 4NJ�, jV 1 t L 1 �.� 1..�_�._...,. - .> JA STATE CONT OE ' 5311ARF 'D' FURMShED PANES 'HB' C.KT T 1_ 1 Dt TRU• IN,TALIM BY ELC-•- CONIACTOR •C-10'- p 7 1J r -" "— "-'' •- "—' ! __._ \fib National Office ... � 711 A'T B" tiUUAftE '0' .- CON1AC1pFt 'L'-6• NEUTRAL P,�Rk'NU 11)1 •J H� ; - - - - -_� - - 1 F Road -• ii-" - _ I'3�"-'-� ��- � � '' f P6romu m NJ 07652 a i Irnr..s O I n ��- - STAID 51A1T Ci4t1411L I 1 c " SS___,L1' T (2011 599-780G C 3,� , ' r�: 11,. r , - NEAREST AVAILABLE GROUNDED 5QUAll 'D' WRNI'SHI N PnNl 1. '.A• cr r GEl)FFRf_Y STRIJC;TURAL METAL MEMBER D•Y TRu, INS TAI If0 9y tl CUNIACtJR •c •' / ro rMs 1EPUNA. -� r -- --^- - r `1• �A _� _�- il'--.-� �"_A�55 ti' b,t_ 4_61 6� / 5 tll !1`Ui / 1 i L SEPARATELY D E R i VE D A C, SYS �E M 1 AI r0— �_ r c �• � 1 ►'ANI L •LE• tB-1 �,�Rr - T ?Pits di awing i the Exclusive Property of (� _ Q YS H U••. The information shown may SCALE: N.T.S. ` I. 44 M'XA.11J IN PANI1 1 u ovfH iHucK UUOR pARKWO L01 lG1ITIVC no be u:,ed or the Drawings Reprooi.,ced / o out►Jr I s - UTZCTfORY�jj�Qi$E' Ql(j�Q(. jjjGN11NG wit'to p►;rrn' sion of TOYS H US. _ -1. 6666 PANEL PANIL t _ I Sid'O tiTAlt 'Y r�tir(d. •HR' CAI / 'NA' CKT / lt! -1 N11 ;,,;3N - 9'I CS SQ1iA4E 'l l' i'UF"'UaUi) - SOUD STAir CONTWX // Hr Ifi1• Ir,S.dtl1J Or LIC. _ t LOCt7t1011 r 011 . _ -.J is 2T i "♦ SOUARE 'D' FLRNIWID CONiACiOR •G 11' •1 •.1'.N -� I—_ -.... . ..�_._ �- _ ---. ___.�._ _ AY TRU, INSTALLED BY ELC. tiHRU V t•) .P Yt (•.t.V#') '�i�` �' I t, _o`—-- ' --� �- — -----�— rI l�1 R , �R E'G O N _ 3 o a f• .. cortlACTOR c--e .�M,i�Lttt' 'a �.. ►-l-cy �O-- C J •J 11'Ut / ) r _.... _ CDT ►a 4 y ^ ".-✓�I'_' +trt'.�t[�11Nfr4� -1 F(C, ray► ' tf-. ... -.L -. ...-...J L. { 1 r ✓1 a 11� '\ V 1 ' 'b. Eri I-' t�;. lH 1 F• IT R M 1 f,,i.i ` 1 ; id 1,; R"O "Ef"? DIAGRAM 1 1" ,•.. 1 - I 1! t 4. 1• "�. nI H 1b.-O,'.1: !'•'1k' •aiAl •1. .>a,M :,!' Lw:"alwc I•�' r UC K I,,:. f i ti ► I hl l•I' `. 'i. I ! I t, • li" i l". r..� 3•I'�i.t, ..',( ,�I" Drate f' i I 1 I 1 I t 1 f. tt, 1 t f 1t 4 l' tk tN • K 't :ilk vf%.'�MMt•a'/1t.MvIM►'.MO"�.'R ", 1, '' 1 c f• f ►; '1. 1' ' ., 1.y' + 1.A •�. �" " .• j 1 \1 1 i�', O 1 Y !} ! ,fr•,� �1► 10065 SW Cascade u v ` i BLIP 9G-0613 . s �+ .. r «• >. ► y . ■ .4I •t •O ws-v tar•rr r+r�.•.�•hs .�7r.,n••s +A•.•�Iw w.nr :, ,c s 'I t� t. ;'t u 32of35 I a sl{J• . �!,..74.•iL"4�' ttC#':1916'+R�'r�Tilw!�4�.iT1'Ylltri '•��4'''4�0:,�:el�'�Iht1kA�'�.•'r>��il`. f>�-'%iI?��it'r2i': $'UJl".�;�F:,I�i�l•d�"•.;.Iftl :il'it!i`►rllt.vJl:.,f�>t'L'l':lMl)Iltiy>�."']Ii''�+�7[titll��',' di•Y�Cv�►'Iii►i►a'"•,litl�l��t'•�il�f!111�411K1tiiIA uA!I14'�l�it.`��Akt.4b"�•„'�iAlMflf►'.�+.KARsw` �'#�4 '+M'•�r.vTrl''�'�-�lr�l'ralfi'Tui•dO=AiCdJR:�t'i/F,YJiMP ..(16100''SiII�FP3�"�7�11EMn�t+bCr •A�� I y ”�iiI41[�!17d1�C'i�,1fRC111!'+^'#.'ilAa%,a9n7•pi»+•t4�'�'Jr.:T* .f:':•w Yr,l -'ir'!'AA'�:.P►1< 1['r1�0i�.C>P'1bk 16iCS�t�liu✓/R1��''1�A�F�'iEY#a•`I�k1 di !S+.Ui�.cif 1T 's19.dR'�±�R4�',I��i'•l'!f'•`�it{ AI, 1M• fir i ► IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY, MICROFILMED - Ijl�l�l�l�l�l I�I�I�I�I�I�I i�i�i�i�i�i�l i r�i�i��l�l�� i�l��il�l�l�i � rft��i�tfi i�l�i��l�l�l (11�I�ITll1�1 I�I�I�i�f�l�i�1 i�l�l�l11'J�E1� I�i•�f�iil�� (�111�Njljlj 111011 Aun 111 ta1111p i�ilill� lulllill illllull I{ii�ilii �mllnl u�11nII �nllim Illlhul iulhlu IiIiII�EI LIIl�Iuilllld�ln reullln �lubni un�s�ll Itltllen riulnu I`lulml I�it�m. mll;�sigi��!su► �iht,i m�h►� t�itlgt �I�It� n�l�� nrlrE I!udnn u�tlu i�! I r - - --- i - . .. _. Revisions 1 2 3.5 3 &5 8 9.5 10 11 No Dct� Ron PERMIT APPLICATION ' E HS HIS HIS HS NS HS EOL I i I I I f ! t I I HS HS HS HIS HS LOL N>E Hi INH13 HS HS ( ' I I I S RRi S S -•- EDL, I I ! f ) I ZONE I FC ZONE 2 RUN ORE IN (8) S'iROBS AT 0.035A OR 36rrla EACH ( CONDUIT PROVID I • ` I HS f / 1 %LOAD IN ma w 260moIN OF fRt1N, WORST CASE 324' 1/Y CONDUIT MATH NQlE 1800 l 8 AVM SOLID D.C. RES - 8.06 OHMSAft FROM NEC r4 9 BOX FOR PULL STA Ti ANO ALARM. MOUNT DIM OF METAL STUD OR WALL ' II ! : • 1 CIRCUIT RES .324Aft x S.OB OHMS/kft so 2.o OHMS 4R IR DROP - .360 NiPS x 2.6 - 0.7330174 VOLis • - 24V 1.05X VD EXTERIOR DOOR CONTACTS RUN BURGLAR MARE IN EXPOSED 0011DUiT 0 7330174 FIRE ALARM CABIN PROVIDED ON INSIDE FACE OF MASONRY TYPE FPL UNSHIELDED 18 AWi;. SOW. SIGNAL CAT #@W44, WALL AND PRONDE 15 FEET OF $LACI( ` FOUR 4} CONDUCTOR B. C. , NOM. OD .173, INSULA-ION( TIED IN A Cpl FOR FUTI'RE INSTALLATION 4.................................................................. ......................................V.!�..144 fe. .................'...,..;... .),.!'„1.. ....s....4..: PVC OR POLYTR (WHITE).OPII�FlE, JACKET PVC WHITE . UL RATED (TYPICAL AT ALL CONTACT LOCATIONS f•"-�"''f'�'-"�-"`-�•-----------�-�••--•�. TEMPERRATUR RATiNG 60' C A.B,C,ROOF HATCH) / � � I FIRE RISER DIAGRAM �,IRREN, LOAD (MA � sTAw�BY ALARM CIRC CONTAUL 1 11C 120 / I � HS I 1 ' COAAiCUNICATOlt 7LYr (MAX) - 700 ° I SCALE: NONE SOUND&C, DEVI 1 �, _ 60 _ _ _ _ _ � I I ( Drawing Referenc.t k. HORN STROWS 1Q y, _ 1431_ S TO BE CENTERED 1!V CIM AME ---- p CONOUC TORs/RtSISTORS 1 5.1 `T�� _ Pio Drawings (• :cNLs, 1► wiculTs) �0'° - ' HS 1 ° I NAIL. BRIDC+NG ANGLE .. 1. i I i ALLOW FOR ADDITIONAL I l TUTA15 ts0 a 12se I DOOR CONTACT AT HIS f y MTTERY CAI.0AATi" I ROOF HATCH ° i CA9LfS T,? NUN ALONG MIIR! STANDBY HOU" 4 ! 1 BAR' JOISTS - MM 10 MA X 'OURS 1502.4 1 I BAN 0515 MI/ CABLE TiE STRAPS ALARM HOURS 004 1 .nA X HOURS 107 04 ° SUBTOTAL 71034 BOTTOM CHAR!] BRIDGING ANGLE GJNDVI SUBTOTAL X 12 892.41 (Ak"M/HOURS) (0 M AH) ' 1 o"�� •..>!�.�.w�.�b. .�•� ir TYPICALRUN THRU JOIST TYPICAL SC11pN CALCULATION NOTES:��A�� ° SCIItL MW '-IRE ALARM GONTRACTOR SHALL VERIFY ALL CALCULArOMI NASro _- - - -� ° --HORN STROBE (7 MAX 4• : ON INSTALLAI pl. AND SPf.CMIt [QUWNENT VSLD M4 CQiSI'AIlHC11dL t .�-.-. -. - ..._ - -.-- .� .- - ' �. "��" ' ' •" -. ." .• � 1 RESISTANCE HII ON 5.43 OHM/1000 rT FOR Is AWG GL)P41EI1 - WATED MARE AND 4701 OHM END OF LINE RESISTORS. HOR STROBE (8 MAX) 1 a + I ZONE 2 SECURITY LEGEND MOUNT INALARM l BELL TO BAR ST ABOVE l - SII P(IG MOW,E MTU e' eELAw CouH1c IDR SECURITY EWIP,MINT ceFl;:S Q IIAtlIJI.fa Lu= AAAllJ1 eLILgEB LY X22 IP.11f)tlADa YI it U • HORN 5'"K To BE MTB. er !P[C. OI LIOGAL LITE NG_g npvs flLY %&j. TIRE A a� 11RE CODE r . ST GE R1C , AMi 4C rrl AJUD M.RE NERti 221. 4 (Ll 8'Ik,:1.AR MARE - ST ART) JAWIM10HITEI F.iID DATE: c N A WDA. R 11 CADD NAME: -M�-.- PROJECT INO.: .�8lI ea MANUAL PLA.L SiAVON (MTD A 4s" A.FF.) 11/AN/A 1 WRY' 1*J P ilj, 1BAwG t -TIMI IO � • .-. .: - I TNTtt ONENO" STRoec ATOM[ AT s'-r DRAVIM BY: ..._. CHECKED BY: 1 • ZONE 1.1 • 2C4.E 1 N" " A 1; vCLT ATTERr FOR FIRE PAWL 2' I MNIGHT 5110 E.MII ANNUNCIA - IF RECTA Y LOCAL A - ccTv vRRE T KNIGHT 5204 4 11 FIRE PANCL KTaRvU .,NNI.Y , SILEW PROTOTYPE DESiGNA T KwrHr 52 o7 a zaE FIRE PANE / 122MCKCIPLI awl. E Tl , f MT4- 4-LSM- y.N STR 4T tl • " `. LJ �' ••••••• ••• • • BURGLAR UK (12 AWI CLT) MAdEE K DEtn SIA Bc)X r HORN TR 19 I 1 •. • END Or LINE MOL AR XMCE! MH1E L - 24-WR ♦ *AX ; MItiEELQCIt 1011 TRIMPLA F CEIUNG A&rAS UKY ♦........................................ .............................................. ....a............ .. . J� _ A_ita�c DAM 04 r 1 • ENc or LINE ccnr nENcrs Cy„ 1tic Ea,IrrK,Ir ABaMc is &Isr Tint AND tNfTALlJaT w ooIltRRaM I ----- - ALL oTW clxxwanr MTAtItO By o»reaLPM - L No wam h° RUN WIRE IN DRNVALL I M1 PARTITION. I 1 0' To SYSTE a1 H g FLOW SMA GENERAL MOTES: I4UX DROR s rEsr/ 1e COORDINATE WAT1:RfLOW AND POST INDICATOR DEVICE WITH SPRINKLER CONTRAC To SECURITY PAL PRESSURE TOR. fHSj NEGAUGE 2. INSTALL TAMPER LOOP WIRE INTO GENERATOR CONTROL. LOW TEMPERATURE 1 OENCE (INiTALLCCi 1 1 BY o11t 3. RUN MIRE TO LOW TEMERATURE ALARM DEVICE NEAR FIRE SPRINKLER RISER. VERIFY LOCATION WITH TRU CPM. - `' TAMPER SMt 4. ANT FIRE PANEL KEY PAD NEXT TO BURGLAR KEY PAD, UNLESS OTHERMASE NOTED BY LOCAL FIRE 3. REFER TO LOSS PREVENTION PLAN FOR OTHER EQUIPMENT PROVIDED BY TRU. (10) 10 COAX CABLE PIECES MUST �� . �. C011 .' OW CHECK eACKrLOw BE LEFT FOR PERIPHERAL "HEAD-END' V �RE'VBNTER wlir, 6. INSTAL:. HARE FOR EXTERIOR DOOR CONTACT IN AUTOMATIC DOOR HEADER. D PR SWRVALA _...�____._... CCN E ENT USE National AND rRtssuRE clwaES of 01`fks - _� MTD. TO ALL - CONTR Pi�EL MOUNTED FiRE CONTROL tM.M111 >ilKlr91 L _N AT 12 ABOVE SAFE / 461 From Road w4a' a 8 NEAREST IT K COMMUNiCATO►t PANp- _- I DOOR ON IBLOCK HS 1 / • - '. SEE RISER DIAGRAM Poromas. WJ 07852 . (201) 599--71500 1/20 CONDUIT WITH SINGLE 1900 SEE SHEETES FOR GEOFFREY T + MOU':T INSIDE METAL STUD OR WA PANEL MOUNTING R FLOOR LINE BOX FOR PULL STATION AND ALARM. � NOT EVAI.UATIED FOR 'ADA' COMPLIANCE � S ELEVATION A This drowing Is the Exclusive Property of • _ TOYS -9- US. The Informotlorl shown miry i the Drawings Reproduced I I � not be used nor V* RROM 311E TIRE WATsR SF]fNol I .. I : w • ______ _- Y :......... ......r... ..�......: �........ ...I...... ... .. ................................. . without permission of TOYS FlUS. E � SP �WITH - - r10� Location RiNK I LER R SER TCHES J RUN ALL BURGLAR MARE IN 1/2* CON t �T i I 1 I 1 1 DOWN WALL TO 6 X 0 RE BOX • I I I I LEAVES OF SLACK FOR EACH RUN. TlGARDP OREGON CA8UN0 INSTALLATION NOTES: I I 1?LIN ALL CCTV NABLE IN ( x 2• CONOINT I. CABLING MUST RUN PER PRESCRIBED ROUTES CABLE RUNS MUST METe.T APPROVAL OF Q�1--SITE TOYS "R' U5 C.P.M. 3.3 4.1 5.1 8.8 7.2 7.9 8.1 8.9 PROVIDED FROM JOiST TOJ�80X AT 12" AFF Drawing Title � 2. ALL CARLE RUNS NEATLY BUNDLED WRAPPED TiGHT AND SECURED TO JOISTS AND BEAMS. LEAVE 16' OF COIL, MOUNT ALARM K PAD AT 57' AFF FIRE ALARNA AND 3. ALL CABLE RUNS NEAT AND PROFESSIONAL OR WILL BE PULLED Do AND RE-RUN BY INSTALLER. 1 2 4. CABLE RUNS IN PRE--SALES (BEHIND CHANNEL) IN II OF STORE MAY RUN ACROSS JOISTS. ALL OTHER RUNS FOLLOW JOISTS. 3 4 S 7 a 9 10 11 8. CABLING RUNS ARE SHOWN FOR DIRECTION ONLY, SYMBOLS MAY ACTUALLY REPRRf~SEWT MORE THAN ONE RUN. SECURITY CABLING— a. ALL SECURITY & CCTV WIRES MUST BE HUMS RUNS FROM SECURITY/CCTV DEVICE T'0 PANEL LOCATION MTU. EXTERIOR ALARM E CCTV EQUIPMENT ROOM. B! B�`L' ABOVE A.F.F. AS NOT�VE DDOOR Scale Dctel 7. QONT'RACTOR RUNNING WIRE MUST MARK BOTH ENDS OF MARE AND PROVRDE A HARE LE�RD FOP ALL LOCATIONS. 14 B Sheet No. al. OON':RACTDR MUST PROVIDE A CONTINUITY TEST LOG FOR EVERY HARE. PLAN NORTH ALARM FLOOR PLAN 10065 SW Cascade I SCALE: ��» 1 00 BUP 96•'0613 EFP1 34 of 35 IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998 RDIDCUMENT,THE DOCUMENT IS OF MARGINAL.QUALITY. MICROFILMED rjT1TPj7 IIIOIi IMAO!��, I(IIIIII iIll�illl ILII+illl IIIIIIfII IIII�iN! llllllfll Iplhlll I!1l�)111 Iillliili illllfi!i 111!Inllhmhill nl;illu mllln+lnnlnn i!+llnn allblfl nlda,! nitlnn l!!lbll! 11ll!!n rsl��►f►��I Elf�u� illt t�l�l1 nrh! n!!!l! !l+Ilu��llll! CLASS 2 OUTPUTS R031E OVERRIDE INPUTS NOIES'- �ie�$i�ns PILI-o 24 VOL I, Pit OT Du TY FIEND I TEI M 1 2 3 –4 5 t 7 8 MIRING I 2 t- „ U — TERM 5 1 OUTPUTS I r 1 fK-? TRANSFORMER '� r t' I+ I t t t ♦ b t 3 6 • 1 SALES LTS PLUGS NG Dale DeiEX'If,JtI0f1 (LOCATED IN CP-1) 2 _ - PERMIT APPLICATION 3 PYLON SiGN/BU]G SIGN 4 GENERATOR STMT J-~ 5 SECURITY LIGHTS tA, 6 EXT & PK I-OT LTS -- 28-2 vuL' v .,r (LOCATED IN CP--1) 7 UNOCCUPIED MODE TO Alt 1ERMINAL / 3 6 UNOCCUPIED_ MODE ON SOIIARE. '0' SOLID STATE CONTROL. 15. OVERRIDE TOGGLE SWITCH INDICATORS: NOOFT - CONTACTOR DISENGAGED, CIRCUIT OPEN, M DULES & ONSET (TH-ur_i TLI7MlNAL 31) --- - -- ----- ON - CuOTACTOR ENGAGED, CIRCUIT CLOSED. TO ALL TERMINAL / 4 AUTO o AUTLIMAT)C OPERATION. ON SQU ARE 'D' O O SOLD STATE,� F i7 NTA TOR i ETM 2024 NOT usE CONTROLLER _ F NTA �T`R g 7 J NOT Okst -- - --- RTU ENUNIT CLOSURE NTED THIN F SALES t r,. I 4 cr<TraroR I r� _ To DENSE T RELAY E NOT usU) �•yi.�.. T S.A ! �N OCCUPIE is TB-DC1 TERMINAL 21-____ F e ,o ,I ,t u • ,a , Nur N[�t ttrut cut .r,_t ra, uvw UM-OGl'UPk� [ S T I 5 5 i'GQ S STAG[ Sq,,,I I•) � t ) t �— COMMCIN , TO Al.l TERMINAL / 4IOR FOR mu �p p ROOF TOP UNIT WERRIpE EMv AU 4 ? , TERMINAL BLOC.( Ci 'S i 11' S 1 ! Tt1$ (QN►1kMA11UN INPUTS 5M7i:H 4 F.; N t i )RM C' S ON SQUARE 'D — 14 ;M P1Li p UUNTACT C10SUNE (ACY - NPur AUT INV. G S2 Sv SOUD STAT ^�� - 6 BUTTON SCHEDULE ()ONTROLIER - a N OOVERI PANEL IN OFFICE W1 ! TO INPUT / 8 . - _ (BACK--SIDE SHOWN) Ll)EN tl761 TERMINALS / 50,51 1 W2 �– DAMPER (SEE NOTF 2) TO NEXT MODULE - Y 1 �—RU NEMA 1 RELAY ENCLOSURE, CP-1 �'��S`.� L' IP II'lJT':� NETWORK: 14 VAC 4-20 MA CURRENT LOOP / GRY CONTACT ONLY - Y2 UTDOU OUTDO OF DEUMD PHASE tMG. E pCLASS ? 1 _ ; _ _ G SENSOR TEMP PULSE LOSS STATUS I AULT NL TWOf•'� "RN--)4-. - SHLu + + - + - 4 + -5 + 6 + - 7 + 8 + 120 NpU� SENSO-INPUT R+ INPUT INPUT INPUT+ OUTPUT �„ VAC n 39 40 41 4 4 3 44 4' 46 4 7 48 49 SO 51 �2 53 j4 55 56 57 VOLT 8 59 C0 61 Ei2 63 F4 65 66 67 68 tS�7 - s►�L� + ♦- CLASS : — -- A/c 0 71 72 73 74 75 7tt -- _ 120/24 VAC TRANSFORiAER- TR-1 TRANSFORMER n?tit (LOCATED IN CP-i) J ___ Drawing References uutFUT � TO EXECUTIVE RElJ1Y H YN= sucwxrDsiOn�Ur t .trNtw:r, D,wd,nh0 iwwHAaSns� ItNnur ur� rNE lW[IrkK 4 CONTROLLER Sr"n. vAl NDrawings XECUTIVE CONTROr LER Ot67 ;t7 ,.3 74 r WTS_10 (LOCATED IN -1) mmHg MINAL STRIP 1 JZONE TEMPERATURE SnQ < SENSOR + DTS-30�72O � & DUCT TEMPERATURE SENSOR MOUNTED IN VI)LT EY) Lf) L6-2 A/C �• NO .� � � O �'- SUPPLY AIR DUCT + TERMINALS Bi i [A N -'r,I —.) S) + J IN GENSET 1 TRANSFER �n�, m 6'f PHASE LOSS - SWITCH Ll]i.li.�. V' 'R K ONTROLE E H E 1 M SENSOR 10 FIRST 2024 WRING1. iECHANICAL CONTRACTOR TO INSTALL_ RTU U�"K °oo SEE DETAIL 3 ANALOG LIGHT - -- 5 FALL SENSORS AND MAKE TERMINATIONS, p SENSOR (SEE DETAIL 6) lOR HVAC UNITS OTHER THAN LENNOXAOGIC) 2. REFER TO RTU SCHEMATIC FOR SPECIFIC �T OUTSIDE SCALE: N.T.S. DAMPER INTERFACE. TEMPERATURE 3. ZONE SENSOR PACKAGED IN CONTROL PANEL SENSOR XECUTIVE CONTROLLERWiRING DETAIL ONITOR ENCLOSURE (SEE DETAIL 6) SCALP: N.T.S. ON 12" X 12' PLYNOOID 9ACKBOARD LOCATE ADJACENT A 8 C TO MDP. --OUTDOOR TEMPERATURE UNDEA DELAY OVER S F N S O R -- r.��.r.�.....�......' #D $ qj _ -- OUTDOOR OUTDOOR SENSOR ASSEMBLY ArrALOG LiGHT �'JM,c21T ALS .PHASE LOSS ('REFER TO DETAIL 'I I � SECONDS WXTS N o rt h-vaft- I FIA.E SENSOR U-BOLTS U_ t';i! ('_;- 1" WEATHERHEAD ItjTDUGR TEMPERATURE OTS I S,)R 8761 RTUS' ROUTE CABLE TO MINIV11F NUN__, �iJUMRLR CiI rllt; MAY vE RY) , T — I" RIGID CONDUIT __w_w_` __, — ✓ — ANALOG LIGHT •�---• MOUNTING �� - - . t rM ETM FSM ETM LIM FiM ETM ETM G A�IEMtSY BID DATE._—_ IDR OR ARRADOOR PROJECT NO.: _ SENSOR ARRANGEMENT 8761 s>'e, d7,� - �1? AWG 600 VOLT RATED ��i SENSOR i DRAWN BY: CHECKED 609EM51 CHECK D Y: 8 SEE DE TAIL 6 — - l: 8 e�a� 6%frl –' -" REy_ 1. TIMEMARK PHASE POWER MONITOR. MODEL 8289, PROTOTYPE DESIGNATION: WAAKM 296 K161 – – FOR 208VAC AND C269 FOR 44OVI1`2. TO CONTACTORS -- (41 H761 ? 2 BREAKER.THREE PHASE MAX. RATING 20 PROVIDE N W BREAKEROR 30 AMP & 1OAWCPWRE 44 NEMA i JUNCTION BOX FUSED DISCONNECT IF SPARE IS NOT AVAILABLE. (BY ELECTRICAL CONTRACTOR) E IN DIE TOES 3. MAIN POWEP LINES Tp MAIN PANEL (2) 8761 TO EXECUTIVE IENERAT R IN D�FFctoR's c_ _-- ;�,F AS REQUIRED CONTROLLER LOCATION WALL OF BUILUI�JI 0VFR TRUCK DOCK DOORS TkAN�.FER OFFICE --- ___ __ r SWITCH L Hy BODE I Aub, � 1. THE ELECTRICAL CONTRACTOR (EXCEPT AS NOTED) IS TO FURNISH AND N A NoUTD/06 OOR SENSOR ASSEMBLY INSTALL. ALI. CONDUIT'S, CABLE (6171-DEN CABLE TO BE FURNISHED BY TRU) F u SALE: N.T.S. AND INSTALL ALL OWNER FURNISHED EQUIPMENT. ELECTRICAL CP_1 CONTRACTOR SHALL INSTALL ALL CONTROL CABLE IN 1/2' CONDUIT, aIF BY CABLE IS BELOW THE BAR JOISTS OR INSIDE WALLS AS REQUIRED00"3 H A S E LOSS DETAIL 2 TO 2. THE E.L. CTRICAL CONTRACTOR (EXCEPT AS NOTED) IS TO INSTALL THE ° SET NOVAR FURNISHED MODULE BACKPLATES, ENCLOSURES. TRANSFORMERS, SCALE: N.T.S. ° RELAYS AND OUT DOOR SENSORS. n 3. THE ELECTRICAL CONTRACTOR IS TO MAKE ALL TERMINATIONS (EXCEPT AS 1 r NOTED). CONTRACTOR TO SUPPLY 4. NOVAR IS 70 PROGRAM AND PERFORM FINAL SYSTEM CHECKOUT,CONDUIT AND 20 AMP CIRC'UT COMMUNICATION CABLE TO 5. THE NOVAR (ETM--2050) ELECTRONIC THERMOSTAT MODULE IS FACTCRY EXECUTIVE CONTROLLER b 20 (REFER TO SHEET E2) INSTALLED IN NEW LENNOX ROOF TOP UNITS (SCE 4 DETAIL). ZONE TEMPERATURE SENSORS ARE FURNISHED WITH AND ARE PACKAGED WITHIN ie ,, ` 1\Y CONDUIT THE ROOF TOP UNIT. SENSORS ARE MOUNTED dY THE ELECTRICAL CON- TRACTOR AND SHALL BE WIRED FROM THE RTU TO THE SENSOR LOCA71ON 39 40 41 BY THE ELECTRICAL CONTRACTOR. Low VOLTAGE 1 1 1 YS 6. THE NOVAR (ETM 2024) ELECTRONIC THERMOSTAT MODULE IS FACTORY JUNCTION BOX I I y INSTALLED IN NEW CARRIER ROOFTOP UNITS (SEE DETAIL 5). All DEVICES I I FURNISHED BY CARRIER. SENSORS ARE MOUNTED BY THE ELECTRICAL TBi I I I � National Office CONTRACTOR AND SHALL BE WIRED FROM THE RTU TO THE SENSOR ��♦ 1 A I ~ Nat From Road LOCATION BY iNE ELECTRICAL CONTRACTOR. Paramus NJ 0765 2 7. THE NOVAR (ETM-2024) ELECTRONIC THERMOSTAT MODULE IS FIELD IN- 0""—'- 2 — ~ J (201 599-•7800 EC STALLED BY THE MECHANICAL CONTRACTOR IN EXISTING ROOF TOP UNITS _ SHLB__ J NOVAR (SEE DETAIL 5). SENSOR ARE MOUK FED BY THE MECHANICAL CONTRACTOR o- - 3 GEOFFREY EXECUTIVE CONTROLLER AND SHALL BE WiRED FROM THE BAR JOIST AREA TO THE SENSOR LOC- - - -" �T 1. -_ AT10N BY THE ELE'.•RICAL CONTRACTOR. 0------{) 4 8. ALL INQUIRIES PERTAINING TO THE ENERGY MANAGEMENT AND CONTROL _-� 5 i TO NEXT SYSTEM OULD This drawing is the Exclusive Property of SHBEf)IRECTEO to- Y TOYS "fI" US. The nformatlon shown -nay PROJECT MANAGEMENT GROUP �-- Q-----p 6 I not be used nor the Drawings Reproduced ' NNOVAR CONTROLS24 BROWN ST. l 1 1/4' CONDUIT BARBERTON. OH 44203 -� 7 1` without permission of TOYS "1a" US. (216) 745-0074 SH ' - -" - r g 9. ITEMS PROVIDED BY NOVAR: RCD TELEPHONE UNIE EXECUTIVE CONTROLLER BASE PLATE + Location 9 BY OWNER JACK PHONE 24VAC TRANSFORMERS OUTDOOR SENSOR ASSTMBLY 0--� 10 UQ,TES: PHASE FAILURE DETECTOR ZONE 1 i 1. TIGARD, OREGON (�------Q PONE SENSOR PACKAGED IN BLOWIER RELAY ENCLOSURE (CP-i) SENSOR COMPARTMENT. I REMOTE OVERRIDE PANEL a_i_� 1` E FM 2024 (IF REQUIRED ON RETROFITS) _ 1 3 2. DISCONNECT FACTORY EQUIPPED RETURN Drawing rile ALIT SENSOR (IF EQUIPPED) WHEN TERMINATING ZONE SENSOR. 4'-WX 4'-0' PLYWOOD PANEL_ C)----------Q 14 EMS 10. ALL LOW VOLTAGE WIRING SM 1HABE BELDEN 8761, EXCEPT AS NOTED. O- 3. MECHANICAL CONTRACTOR TO INSTALL (NOVAR) ZONE SENSOR AND MAKF TERMINATION AT SENSOR AND MI. ONE LINE DIAGRAM OF w Scale Date _ MANAGEMENTLENNOX/LOGIC DETAIL �'�"� 2 ENERGY SYSTEM 4 WITH NOVAR ETM-2050 MODULE) NOT U SED Sheet o, 0 SCALE: NJS. 10065 SW Cascade SCALE: N.T.S. SCALE: N.T.S. 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