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9685 SW WASHINGTON SQUARE ROAD-2 .':- ,.f1:,,,._ ,�; .,', _. .'. .,C .. '!.. .,r,,. � ,' :.._ •, :. .. SSSS - .�.,�_.�. .-.-._-.�.�-__-,..�..__ ._-..��__.,-.."� -SSSS---.�.... .-�•..,�_ _._._-.-_ _._--- :. AGENCY CODE REVIEW DRAWING INDEX ___---- -_---- 1b f DOUG P;1BWOLK AIA - - -- --- -� ApArCm of r1M�� .Aw•d - - IX�JINN(X" =4 WTION OF OREGON BUILD IW3 rWE /+ MW 00 WITH NDi E'l�kAO£Daw c \ E CI�ITECTURAL 1114osTeelm ,�... ...�. ENLC IRICN_CODE 2005 EDITION OF :)RFGOM E'_EC'(RY'AL �L-,4Bj0 CS-1 COVER SHEET SPF0A0Y C'JOF BAbFU OM 2305 NEC a1AmNlls 9 CS-2 CODE AND EGRESS PLAN MECHANICAL CODE 2014 EDITION OF OREGON 9EC:HMJICAL (,{ p CS-3 RESPONSIBII_Irt MATRIX 2003 CIALT 1MnNXr11 ASEDIENTs,3 IMC AND `FW � l�b'� tO p's 4l SQ R9 CS-4 ACCESSIBILITY NOTES PLUWZIK,CODE 2005 EDITION OF OREGON PLUMBING 7Lu BPECIALTV ODOE WIr 'EIJDMENTS CS-5 AC%E.SIBILLiY DETA CCEIVED BABEDON2O IFPS P•(, 1J C.IY ��_p,91Q'AI l�1(11,epr Mrfl jll�Ilrf r/ OM-1.4 DEMOLITION PLAN m".1a,°p,. vin.eq�xaw,.,.q ��,��'1,�) YNPSIOMBo FF-1.0 FIXTURE PIAN iW ewr4{.Pfwl u"d i, J......r1,yPuul,J FIRE CODE IFC 2005 TENANT I ��`" R V E N T {r5A1M! ht,+l( 1 i 1 (ll�ll e,l�rj�p'glAr,.ru"d i,xfrvrc le rAGE55isll rry CODE OREGON AMENDED CHMTEP 1/ r 'M ! �eC� �T f AO.1 DOOR AND FINISH SC�i1PP&"UAHQ OREGONLITY BIeIMIi ' AO.2 FINISH SCHEDULE &T?*DHl$DIVtfN3N Washington Square Mail A1.0 FLOOR PLAN ENERG'r CONSERVATION 94pBMslcBl A2.0 REFLECTED CEILING PLAN L - - - �- -- 9585 S.W. Washington Square Road °'° A3.0 FLOOR PATTERN PLAN �~, AS �� _ Space # CUA A3.1 ENLARGED FLOOR PATTERN PLAN ° Lvs�1FS CA ,0 r+ E�^� r� omf-m copy A4.0 STOREFRONT PLAN 8 ELEVATION ABBREVIATIONS Portland, OR 97223 A4.1 STOREFRONT DETAILS 5192 A4.2 STOREFRONT SIGNAGE AND DETAILS �4 OF Ox a u\ Atx9DKw ACC HICII N A5.0 INTERIOR ELEVATIONS 2l ACOUSTIC ASS T INFORMATION INFO AACJ INSULATED, INSULATION INSUL BUILDING PERMIT SET FEBRUARY 26 ' 20 A5.1 INTERIOR ELEVATIONS ARCHITECT H INTERIOR INT LA A5,2 INTERIOR ELEVATION BGARo LANDLORD u EO A5.3 INTERIOR ELEVATIONS - FITTING ROOMS�r /� �+ GENERAL NOTES CMVNET CAB MMAANNUFACTURER � 1f N ERAS VENDORS A5.4 STOCK ROOM AND TOILET ROOM CEILING CLG MAXIMUM MAX ELEVATIONS GEN'IERLINE a MECHANISM LAECH CCEERAAIMNH7 TUE CT METAL Mra �- ---- ----- --_---- -- AS.O BUILDING DETAILS, BASE AND CROWN A U x G '6 8 E E S CONCRETE CONC SECURITY: MUSIC: DRAWING COPIES: I _ 1.REFER TO OWNER SUPPLIED MATERIAL SCNEOIRF.ISSUED AT THE START OF CONSTRUCTION, 116.1 BUILDING DETAILS, SASE AND CROWN NOT IN CONTRACT NIG t�1�1j:j2I(' DETAIL p11 1407 TO SCALE NTS ADT-LIZ CLAIBORNE- SECURITY INTO(MUSIC PIAN EXPRESS - 2 DIMENSION DIM NUMBER e.NO 1 CLAIBORNE AVENUE 7100 CAST PINE ST. 3009 NRWAV BLVD.SUITE 2145 2.SCPE.DULE CANNOT BE ALIVRED BY GC UNLESS REVIEWED 8 APPROVED BY THE LUCKY BRAND S BUILDING DETAILS DOCXG OR NOT APPLICABLE HA BERGEN,NJ 070/7 SEATTLE,WA 9d122 MEMPHIS, TN 3813'i-OIL92 OIR.CTOR OF CONSTRUCTION. ML-1 MILLWORK DETAILS DOWN ON CONTACT:CHRIS SCFNJL7E CONTACT:JASON HALL OONt r.. �Yfv. DRAWING DING ON CENT ER OC PH:(201)826/ PH:(SMOG)831-8001-EXT.7591 PH;(000):752.5300 3.WITHIN TWO (2)DAY^_OF START OF CONSTRUCTION THE GENERAL CONTRACTOR SHALL PROVIDE ML-2 MILLWORK DETAILS EACH EA PAINTED PTO FX:1206)325.7197 WE&www ,Aan gxws nw I TO THE TENANT AND ARCHITECT:A DIMENSIONAL SKETCH SHOWING ANY EXISTING ORSTRLIC-I IONS SP-1 SPECIFICATIONS �.:w !.r "ail •y,_ EMAL: @planez{zese.nM WHICH(ONFK'.T wITH THE CONTRACT.IF ARCHITECCIS A;JI'NOTIFIED WITHIN THIS PERIOD OF ANY r F. rQ ELEVATION EL PANEI. PNL CHANGE ORDERS REQUIRED DUE TO EXISTING CONDITIONS. IT SHALL BECOME THE CONTRAC70RS SP-2 SPECIFICATIONS EMER EENCY POWER EEM NOR REOL'IRED RECD TELECOMMUNICATIONS: MILLWORK:A WHITING I RESPONSIBILITY.THE CONTRACT AMOUNT WILL NOT BE ADJUSTED FOR THESE ISSUES. J� LIZ CLAIBCHN£TELECOMMUNICA710i48a HIGH COUNTRY MILLWORK, CAPITAL LIGHTING SP-3 SPECIFICATIONS 'p EXHAUST EXH ROOAA RRA 1 CLAIBORNEAVENUE 4075 SPECIALTY PLACE 276 LOCUST STR.ET EXISTING EXIST. ROUf1i'+UPENIFIG RD I 4.GENERAL CONTRACTOR SHALL OBTAIN AND ACKNOWLEDGE gECIEPT OF THE TENANT $P-4 SPECIFICATIONS m BERGEN,NJ 07047 LONGMONT,CO 80SW HARTFORD,CT 08141 CONSTRUCTION MANUAL AND SFNLL BECOME FAMILIAR WITH ALL CONSTRUCTION RULES AND O FINWH r WHE.DULE SCHED CONTACT:PAUL SUISE CONTACT:GARY JOHNSTON CONTACT M:.ALE KONG F 7 FLOLW SEOTION SECT PROCEDURES AS SET FORTH BY THE LANDLORD AND GOVERNING AUTHO?ITIIES PRIOR TO SP-5 SPECIFICATIONS Ir FIRE RATED ,.. SPEL'IFICATION SPEC '(291)2&'i-7770 PH. (:103) 532.2587 Fye(1115"15 -EXT.2351 COMMENCING WORK WORK RE(H)IRED TO TAKE PUCE AT NIGHT OR DURING OFF HOURS SHALL BE �, � CU SUSPENDED CEILING SUSP VERIFIEO WITH THE LANDLORD'S REPRESENTATIVE AND ITS COST TO BE 114CLUDP-D IN THE BID. THE SP-6 SPECIFICATION„ GYPS:)M GYP CONTRACTOR IS RESPONSOLE FOR ANY DAMAGE TO EXISTING MALL FINISHES THAT ARE TO REMAIN} p (�GVP$l4A WALL Sawn GWB I SP-7 SPECIFICATIONS c� Cc CO TYPICA- TYR HELP DESK: MILLWORK.B SHELVING: j G w,yt I 1:y a HANDICAPPED HOOP VINYL COMPOSITION TILE VCT INSURANCE CERTIRCATES, UST OF SORDONTMCOHS AND BUILDING PERMITS DUST BE COPIED �- 4`llA. I HARDIN ARE NDW VERIFY IN FIELD VIF LIZ CLAIBORNE HELP DESK DOCS WOOD SHOP PIPP MOBILE STORAGE SYSTEMS INC. F. FILED WITH THE TENANT COORDINATOR PRIOR TO COMMENCING CONSIAU(:TION. r, N 1 T•, ,t n @Y }^„q n HOLLOW METAL ISM 1 CLAIBORNE AVENUE 130 -STREET 2088 WILSON DRIVE NW 0) HOT WATER HEATER I4WH WIRE MANAGEMENT GROMMET WMG � GRAND RAPIDS,MI 49&U ENGINEERING � Lu a U rn Ips B_ROE'N,NJ 07047 12300 SUITE A S.GENERAL URS R MOR T AND S TART ?'RAC TORS MUST NOTIFY THE TENANT COORDINATOR AT C CONTACT:24 HOUR STAFF Yuclov.CA A2%9 TEL:600 234 72'7 LEAST 48 HOURS PRIOR TO THE START OF WOFIK. Q O •Y er v I 4, °' FAX:616,791 r,6 PH: �--' S " " (201)2CONTACT NFACT.GLENN HOLDEN Q O :' A7v M'r 4gA : PH:SDd) 797.5111 W<''JW'Rr41'>are°.f°n">mp'Oma^"'Ppp'nadM.00rN' 7.GENERAL CONTRACTOR TO SUBMIT A COMPLETE WORK SCHEDULE IO THE ARCHITECT,OWNER E/.0 ELECTRICAL LIGHTING PLAN C FX:ISM)797.1751 CONTACT.JOHN RITTER AND THE LANDLORD CONTS,CT BEFORE COW BEGINS. G C .- CU INFORMATION TECH: E2.0 ELECTRICAL POWER PLAN I p � U p ~ I VENDOR NOTES LIZ CLAIBORNEEU(EMERGENCY ONLY SIGNAGE: I 0. THERE NAT BE A PRE-CO AND GENE CONFERENCE ATTENDED BY THE TENANT COORDINATOR,SUBCONTRACTORS E3.0 DATA CLOSET PLAN 1%I a C L^ 1CLAIBCIRNEAVENUE TEHANTCCPFrRACTORANOGEN-cRALCONTRACTOR,NIDAFPROPHATESLIBCANTRIICTORB E4A F_LECTRICALPANELS AND RISER DIAGRAM GG c Rf n Itis BERGEN,NJ 07047 GJORD'NA7E WITH LBJ PRIOR TO CXOMNENCEMENT OF ANY WORK. I � 1_ E5.0 SPECIFICATIONS L PH:(201)CONTACT:TAHSEEN BUKOuani Q- PH:(201)2848732 NOT ANY ARCHITECT OR DISCREPANCIES EXIST WITHIN THESE DRAWINGS,S,TME CONTRACTOR IS 70 Ca CEIl:(201)481-7915 _ -_-_ _--__ ._ __._. J NOTIFY ECON CONDITION A UNLESS INSTRUCTED OTHERWISE IN WRITING,ARSUME THE MORE 1 4 MECHANICAL PLAN Lv� N u - -- -------- ---- --' F_XTAIJAE CONDmON APFiIEs. M ME L'7` �t. CONTRACTOR SHALL COORDINATE THE DELIVERY(DATE AND TIME)MD _- --.--. __- -_-_ __-__ -_____- ____ -_--_- __ __- 42.0 GENEFiALNO-iES, SP.?C(FICATIONSAND (r!� � (p INSTALLATION OF AIL PRODUCTS SUPPLIED BY THE LISTED VENDORS,WHERE (-PROJECT DIRECTORY _-- - �- - -_ 10.DO NOT USE CONSTRUCTION SET BID SETS FOR CRECTED TIOW ALL CUNSTRUCTI. M SHOULD ' CALCULATIONS APPLX:ABLE. L LCo 0 FOLLOW THE CONSTRUCTION SET ON(Y,UNLESS DIRECTED GY OWNER 2 ALL VENDORS SIALL VERIFY DATE OF DELIVERY WITH CONTRACTOR(PON ----- ----- - 11.THEE CON'RACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL CONTRACT P1.0 PLUMBING PLAN RECEIPT OF AN APPROVED PURCHASE.G9DER FROM LUCKY BRAND. SEE T- --- --- - -----"--------- - ---- '--- --- '-- DOCUMFMS AND OF THE VARIOUS TRADES UNDER HIS CONTRACT. P2.0 PIPING DIAGRAMS, DETAILS AND RESPONNSIIIT`MATRIX. f ___ - SPF("IFICATIONS LANDLOR"EVELOPER: LITTLE DIVERSIFIED AFICHITELTURPL CONSULTING DEPARTMENT OF HEALTH: GAS 3. IT IS THE VENDORS RESPONSIBILITY TO INSURE THAT THEIR MATERIALSOR THE MACERICH COMPANY 1901 NFWPROT BLVD., SU17E 300 WASHINGTON COUNTY HEALTH NW NATURAL GAS COMMERCIAL RE AIA DOCUMENTS P201 5 A 101 CUTEST EDITION)SHALL.APPLY TO ALL WC1R1(AND MA'TERIMS FIXTURES ARE DELIVERED TO THE JOBSI TE UNDAMAGED. IN THE EVENT THAT 401 WILSHIRE BLVD.SUITE 700 COSTA MESA,CA 92627 DEPARTMENT SERVICE REQUIRED FOR COMPLETION OF THIS PROI�CT. THE DJUAASEO OCCUR'DURING SHIPPING,THE VENDORS SHALL IMMIDIATELY SANTA MONICA,CA 9000'. `RCHITEC'T OF RECORD:DOUG ROBIDOUA OFFICE OF ENVIRCNNAIENTAL HEALTH PH:(503)=7.364 13, � S7 S T!a a nl'/L/L7 ERAL REPLACE ALL DAMAGE, MATERIALS OR FIXTURES AT NO CAST TO THE LUCKY PH: (310)3940000 PROJECT A':ANAGER:GEOFF LIM C ONIT7 CT: OON FE CONTRACTOR MUST COMPREHEND AND COMPLY WITH THE PON TE,l0(:.AITTAT1 ION,ON CODE BRAND OR THE CONTRAUTOR. ALL CLAIMS MADE FOR DAMAGES MIRING (XXV0ITK7N8 AND LOCM CONDIOSAL,HANDLING THOSEBEARINGREOF MAT RIALS.AVAILABILITY CODES FX: (310)434 9810 FH: (90)59A1-t400 PH:(5031648 P.722 TUALA IN VALLEY ' .b ORDINANCES,DISPOSAL,HANDLING RFK)SNRAGE OF MATERIALS.AVARABILIri OF 'S� �jTIW1►t7 0061 SHIPPING WILL MADE BY lAE VENDOR DIRECTLY WITH. THE SNIPPING AGENT. FX' (940)00A-543,9 ENGINEER VPllFV W A'.ER DISTRACT ENGINEER LABOR.TYPE OF PAYMENT AND FACILITIES REOIIIRED TO UO 50 PROPERLY, wxwu.m e1.x 4.UPON DELIVERY AND ACCEPTANCE OF THE VENDOR SUPPLIED PRODUCTS, MALL MANAGEMENT : PH:(503)6421511 t4.i}{E CONTRACTOR$WYI SUBMIT FOR,OBTAIN AND PAY FOR A!1 PERMITS, FEES AND LICENSES IT IS THE CONTRACTORS RESP014SIBILITY TO MAINTAIN THE ITEM IN LIKE.NEW THE AIACERICH COMPANY HIRSCH ENGINEERING JC _ c E ELIAS MENbFl - FIRE DEPARTNIENT' REQUIRED TO PERFORM THE WORK.A COPY OF SUCH PERMITS SHALL BE FURNISHED TO - CONDITION UNTILSTOREIURNOVFR. ,bey SW WASHINGTONSOUAR_RD - SF.WERPFRMITS' PORTLAND,CW 97223 7077 ORANGEWOOD AVE.Supe 211 rICARf FIRE DEPA.RTFAEN-.' CITY OF TIGAR0 OWNER.CONRUGTOR SPALL GIVE NOTICES AND PAY FGF.INSPECTIONS AND TESTS. C'A CONTACT:TOMOW MARIAN GAHDFN GROVE,CA 82841 13125 SW HALL RD GI. L. C" COMPLETION OF THE CONSTRUCTION.TY Wl,CUNTRAC EX SHALL NOTIFY raWD,009722? FH: (51x10424177 15.THE WORK SHALL BE LAID OUT FROM DIMENSIONS SHOWN ON THE DRAWINGS ONLY.DO NOT Li1CH(Y BRAND MANAGER. LUCKY SECURITY WI?.L REPLACE EXISTING CAFES PH: (503)rezro 4 Tel. (1141W, -61511237 COMlM`.T: SCALE DRAWINGS,CONTRACTOR SHALL WORK FROM MOST RECENT DRAWINGS SUPPLIED BY txase xr WITH BEST CYLINDERS. romani.m6nal>®macerich mm Pea(=14,f19A-7291 TELECOMMUNICATIONS: DRAWING REPRINTS PH:55031839-4177 OWNER OR A.RCHIrECT. GRTobias ww'x.805P1n.Ow GENERAL TFJFPNOPIE(GTE) y 6.GENERAL CONTRACTOR SHALL INVENTORY THE LIGHTING FIXTURES AND 16.THE GENERA-CONTRACTOR AND SUSC DiNT'RA;TORS MUST BE LICENSEU IN THE STATE IN WHICH ----- - --- -- LAMPS UPON RECEIPT OF SHIPMENT FROM LIGHTING VENDOR. SHOULD ANY LUCKY BRAND JEANS BU,LDIN3 DEPARTMENT: THIS PROJECT IS LOCATED.AND CONTRACTORS OBTAINING PERM I TS SHALL RAVE A CIN BUSiMM _ ---- -- INACCURACIES OR DAMAGED ON SHIPMENT OCCUR, THE CONTRACTOR MUST 5233 ALCOR.AVENUE CRV OF TIG.4RD REASON CATE VERNON.CA 90059 1 I LICENSE,OR AS REQUIRED PV THE BUILDING DEPARTMENT'. CONTACT THE LIGHI,NG VENDOR. UPON ACCEPTANCE OF SHIPMENT, LIGHTING 3125 SW HALL RD LUCKY BRAND USES A PRINTING DEVICE FOR THIS PROJ�:CT'THAT ALLOW S FIXTURES ARE THE RESPONSISIL TY OF 111E CONTRACTOR. CONTACT:PROJECT MANA3ER TKiA .OR 97223 NIJTL' � I E YOU TO VIEW 1HE DRAWINGS AND ORDER PRINTS ONLINE.PLAN TFL:(323)7)%2-4100 CONTACT A?.A.B1?DER INOUiRIES ANAL TO BE 17.REFER TO THE SPECIFICATIONS FOR FUTURE iH'-GFIMAT'ON. T 7.CONTRACTOR SHALLL COORDINATE INSTALLATION OF WATER DISPENSER, PH:(503)6384171 T C EXPRESS ALLOWS VON .O VIEW THEEBBROWSER DRAWINGS ONLINE HWITH AS PAN AND BEE RESPONSIBILITY MATRIX AND VENDOR DIRECTORY. CGNTACT:HEATHER GREEN SUBMITTED .O THE GENERAL 18.ALL SUSPENDEO OWS OR ACgUSTICAL PILE 0R WOOD CEILINGS OVER 144 SQUARE r-EE I IN m� TURES,USING STANDARD WEB BROWSER SUCH AS PRINTED VP:UESIGN wwwJl(8'1 p.{pv CONTRACTOR DIRECTLY. BIDDERS AREA SURROUNDED BY WALLS ATTACHED TO THE STRUCTURE ABOVE.OR ANY LAYAN P/,FJEL DIRIECEXPLORER.FROM PL FROM THE TEAM CAN ORDER DRAWINGS PRINTED REQUEST FROM PIAN EXPRESS. PLAN EXPRESS WILL PRINT THE B.FIREMASI ER SPONSE PROVIDE FIRE EXTINGUISHER AS RECUIRED BYTE PH:(323)282"4206 ARE NOT TO CONTACT THE OWN.R.° CEILING SURFIOUNUED BY WALLS HX)T ATTACHED TO THE STRUCTURE ABOVE MUST BE IATERALLY REQUESTED DRAWINGS AND wYIP THEM CLR fi51NG FEDE%TO ANY GOVERNING FIRE AU WLIRITY.CONTRACTOR SHALL COORr11NATE INSTALLATION. FX:(.23)28242 BRA!,ED AND INCLUDE COMPREn,ON STRUTS. x P.M.LOCATION IN THE U.S. THE CUT CFF TIME IS 8:w^. TO OPEN AN ACCOUNT. -- - -- -- ---"-"" -- --'-- '--'- -- - - ----- "--"-' --' -------' ---'--- -'-� THE.HORIZ0PITAI_REQTRAIN1 POINTS SWLLL BE PLACED 120'ON CZATER WITH THE FIRST POINT AT AII(8-5)800 7,28380 OR USE A CREDIT CARD FOR PLAN ORDERS. -- - -- -- --- -- -' 8-0'FROM EAC /+MALL.PERIMETER'AIREB TERApNATE 8'OUT FROM FACE OF WALLS.WIRES �_. SYMBOLS-IT,BOI.S ITOREA MAP I SHALL BE SPACED A MINIMUM OF 6-FROM Af L HK)RIZONIAL 1'IPMO OR DUCTWORK THAT IS NOT SEE PROJECT DIRECTORY FOR AN AD'OITI(N1AL INFORMATION. PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES.BRACING SHALL BE ATTACHE,) y THE GRID AND TO THE STTIUCTURE WITH A MINIMUM OF THREE T URNS.TO SUPPORT A DESIGN -----_-._._-___-_ __-__ "---- LOAD OF20n POUNDS WITH A SAFETY FACTOR OF 2. _ TOP ATTACt4EO EACH LIGHT FIXTURE INSTALLED IN ACOUSTIC TILE CIR SUPPORTED BY AN INTERMEDIATE •. ": - ELEVATION MARKER ROOM TAG BOTTOM I OR HEAVY DLII'CI SYSTEM WITH 12 GAUGE WIRE 70 THE GRID W I HIN 3'OF EACH CORNER VICINITY MAP OF THE FRAME EACH FIXTURE WEAWNG LEM THAN!k POUNDS SHALL ALSO BE CONNECTED TO 3*2d mm THE BT UrTURE ABOVE N/ TWO 12 GAUGE WHACK WIRES CONNECTED TO FIXTURE HOLBN40. ---------- DOOR / B!I Washington SyGme M EACH FIXTURE WEIGHING 65 POUNDS OR MCVTE SHR,BE SUPPORTED DIFeCTLY FROM THE TAG Leval 4 k W usmnow" B4wwm Tole / �N STRUR'E CRJABOVE.PER LAID STANDARD 47.10 AND ICBG REPORT 91071 'AQrTAL SUBPBIBION specs s COT HJ I I SYSTEMS FRA ACOUSTIC^-.TLE AND LAY-IN PANEL CEILINGS'.VERIFY WITH LVALOIO. y951154 $S.W. 'WBShifgl '.E.EOJefe Rued IAEr NOTES1�] T I ---- Portland, OR 87223 ELEVATION F .:r-,) V� `N I i; I _,.. T45Hi, &:.. �- i EGUPMENrTYPE (� 6ddP1,Lt€!Q�lSY'I i.; 2 d `r 1 el Fu COVER SHEET c �A gM FAji•,5. TENANT GONTRACTOR MUS? HAVE COPIES OF 11F.ABIDN Lit _. - u DETUL ---` i ii�li�l:ION MEEE'TlPifs AND ON 3 AT ALL T'"AES. %J fl il :r✓ 1il �^^ tt ,i q� �_ WDFFIS TO COI+11 ACT MALL MANAGEMENT FOR ( tT! \ L WALL TYPE MAI MBR V rti COPIES OF(MALL RU'.ES S REGULATIONS PRIOR TO � (h? if 4 ' �.. ! TEMANT R AgOt cflJl- 1 MOTIONS 1 I �pIREW3ES PRIDR'To COMPILETM OF 1 I �� I �j"�� j� `pl'" I -a4i t] nn(� WlER1AL TAG C}�(, Ale -- i + I 'C7 Vr;�)i' ..,IG!l�JIR`i�,! 1 9 " •� 625-3286-01 f �"�"� I CTRL1-'rAN DOf711ME113f8. AW VAPI114NGC --� SCG., .a -} 1 LMiiENTHESEAPPWOMDRAWWW AMACTUAL, SITE CONDTTONWkL DETETd51r RESP TY. II r +era WNW �4. � •�. .L $o yi 41�� 's e,'�a.. :.'. SSSS ._ .., _ - I r . , J y . r Y: 3 't 'a ut • : N , r • •r 1 , s 1 r, .1 X V,n , + f• t V rV a , r `I • • ..r • I r r , ; , Y : r t ^' 't y I , r r' a 1 I t 1 t r P t 1. •7A . P x > r -- ,....•'.a !. .. ,: .,.- _.,.. .. .... •.i'•.: ...�' r. , ..,' ..,•r ':1.. 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E I ' - F ► iNIA RESPONSIBILITY AT iX RESPONSIBILITY NOTES �a� �a�iCo�x, A�aia INSTALL wr..w...... wwr,.+ w•/ww.+ ..rrnwrwwr,r qAl__.M:..._:_glwq•I.w/1YP�11w wrtiraw+r•.wuw.waw++qw/+Mw+4rq.+w.+rw+�nww•rs••w.w. wgrwwMwnn +r`+fwrw.i.w...w.u.. - - ..,......+.r.ww .....r.w.,w�... �� Wwo�. .r ...gq.,wrr rr».wrrw.w..q• i � ,w.ww....a.w».,wr.wwwi...ww...,ww• +«nww k ._____. _._._..__ T-0 Dl1ti�1ClNI/ •i;3F»NEF1At t lfildEl►lE�iTij WA�EY F T i F t F i F 1 DiVISKDN 1G-SPsEVALTiF$ SA X f I F I f i F i X LL _ _ .__ _ _. - I T IR _ -- _ , ED 1 GC Ira1.IS tJwSE L9.Nt)LOHD S DESI(36�iA E D GuPwTCiAGTOR F(�H ANY REQ'J � _ __.._ _-- __. _- .__ .__. ._. _ _ _ _ _ SL�*,B X-RAYS AN'O WOOF REP,OR WIORK(IF APPLICABLE)(IF REQUIRED). ,-�_ � r� -..2,� ` -.��P� -....._._._- -_.-_..._..�-_._.._,..._...-__,J --- �•-.--r- -�-.__- __•-•. _ _- �_.�._ _..__ _._ ._�.�.__..._. ._._..;i.�1 -$(�it�S�d�l`'3�� 7+1:� ___....___._..._.__.�:__._._..-._ _.= ..__... �... _... � _._,�....____ �- ._ ..._._- T�__ 2. GC'O C,C)CDRDiNArT>r Wf VENt�`w'C•i, f � i I 3. .yC tf)COORDINATE .d^:ii�iNITF'�rublLWCti?K%ONTf�iACC�>R. rr ;• G f A.GC TO UNLOAD,ASSIEir al-E, AND fNSTALL ALL VENDOR FIXTURES AND 1 ._ _�,_�.E {+„)`s'�.� ��._..._.._._._-__. .-.-�._..,.._....__.._ _____.�-. _._.._�___.. _-.__..- _.. .� N�t3W$�I�iS.t:IRf��: '! 3•I.til�!•�iib iS.._..,_._..__._._.___....T..__.__._._. MiLLWURK. - k1. •Iii,drmv4x�.•d the druge AAAA an 4,Propn)'of ; ' PS��l�l� �`)�`��1�.-,--`.-._ _�.____.___„_._.� .._,_.._.;.._-..._ _._ _-r...___._ ._, __ ......,_+.._.,.,__ ..:____.__._.._-.._ V�"G�AT,iFlf3N til?., .� !!�._.___........_•-......_._,.._..._._._,.._.._...-...,.__..._...... ._._..�__,___, _.._ - � ',- � c 7be�irrliWtt 'flit+Tpru:lucJ�►n,tr�CJrNx ar n!A,r ysr 5. GENE. t..ONTl�1C'rOR(ti!!�Y PATCH&idEPA1R OR REPLACE EXISTING I GYPSUM BOARD A DEMiSlPdti PARTITIONS AT HIS OP;ION, FROViDI D'T4iAT F►,at (!in abmw lVItA1Mt(fit/f N7tllfN lINJiNIII I i D, /1�f SAFE IN C1 rk C1��-11C 6th uV-N T T of ArWrirbiud"d day imfuxanvrat mill r RESISTIVE S"s RUC:;TURA!- &FINISHING REQUIREMFN T S ARE MET 6 ,Nl nil to >, D+vlsioNz - sTTtd oi+�c _ F.STAINLESS STEF'4�IW.R ati.'1HDS QC,;TO Fl1t#tga°_N AND g.GC'TQ VERIFY WITH I ANDLOf?L�, 6F NAAIPi SERVICE IS PitJl ?r iOV1Cl:D _._ -__.,. _ G .SH AND L. ------ _ _.._..��,•t�•�.�E��`�.�"_ .. _ _ �Y + C TO FtIFTIs!' INSTALL. Ci,AVV MS BY SIGN CO F11 . 7.('aC'i'�U COORDINATE ELECTRIC EiEQUIREtM NT W Il'1 SI!iN COI�ITFiACT�,)Ft. DIVISION 3 CONCRETE _ H.GIaAC]CARS _� - F!HAL ELECTRIC TION TO STOREFRONT SIG!IAGE BY SIG,! _ _ ._ A!CONNED , 1 LI `.- _ _ _ _ _ _ - ----- ------ - -_14 �� I.GAt1'�:Pl11ED PIE ` SALE$Fl> R,:TC3REFflQi�ii'6 FRfItdG RAS - __ _ - - -' C(.N4'TRACTOR TO GC PROVIDED J-80X. WL Y� ' iil.t iii► r, } : -PSE� �'� �� • f _ 8. ,T INSTALL.PER DER • ,RI=M)"NTS&!N ACCC7RGA54CF.. WITH UX .�''TO CO REQUIREMENTS H ` 'AFB/ ELL �NP� S CA l A.Pi1,)LLZRDS SPECIFICATIONS. - -C.P:L��1 � Ei '�^ _Divi �1�i 1 •EL'tulPMEtd7'- LWANr EU_ _�DIP 9. INSTALL CONDUIT FROV. STLIB-0UT TO TEi�lA7�fT DIS"MIBUTION PANEL IN LEASE ' DiviL�iN s-la�TAL,s r SPAi,,._. 5182 UIVi�510N 1,a- Fi.3MI"I PKis I �►� ,�1 __ _ 10. MALL TILE TO BE FURNISHED BY LANDLORD AT GC COST.GC TO INSTALL. P` 1 1.METAL ST 1, TRACK.ANt!FAST'ENER+S 14 sUIiFAGE M)IARTED rX✓ Ii- 1 ACftETS IANi?sHELI'Ma4(S?Qt,Y(RC)01�j� (I.FURNITURE 1UDtl 3�.lil eS. +N SALES,PROPS,SPEC DI'3'is'1' _---__-r11.Gia TO PROVIDE&HAVE FLOOR PROTECTION IN PLACE @ ALL TIMES f -�-- S QlA C.BANtkJET fi18Ll:(atCN:K ROC3A) 12. LUrXY BP.AND SIGN FE FORE VENDOR IS RESPONSIBLE FOR DESIGNING WEI-I iM-Ali (O1�E-- -______----- -- - -- ----- � STRUCTURAL AT ,%CAMENT OF LUCKY BRAND SIGN FEATURE f0 EXISTING SLAB _._____ .__ _ _ -•- _ - - AND/ON MALL STRUCTURE.LUCKY BRAND SIGN FEATURE VENDOR SHALL ALSO (3NCETlL t `L 15�'iAN6A (Al3'ALESr�l ij -E.PEGiBOARD ALLOW CLEARANCE FOR iNSTALLATIC4 OF STOPEFRONT GLAZING MID A14Y • A�VEI�x� �-.___.___ __._ _ -___.-. _ - - "�` p" _-F.ROLL CORK(AT OANAGERS DESK) � �----� - � � -- --��- REQUIRED SEISMIC MO dEMENT. SIGNED ANIS SEALED STRUCTU,LAL DRAWINGS G.FLtliriSERS PIiM:AT DISPLAY ------ MID CALCULATIONS SHALL BE PROVIDED AS NECESSARY BY LUCKY BRAND SIGN / FEATURE VENDOR. AUNT FRONT A IMAGE L0-bM9-- ___i. a� �P `1 5� �_ �T- ---3,4 13.GG TO COORDINATE W1 OWNER'S VENDOR FOR DELIVERY DATE& 0 ! .0_ INSTALLATION RIEQUiREMENTS.GC TO PROVIDE MISCELLANEOUS FRAMING, AS L%:M�ft]LC DIVISION g-WOOD AND PLASTICS J. J1Lt S'111411 t ll�`h Atli HELVES fi g® NEEDED TO INSTALL.&ATTACH LUCKY BRAND SIGN FEATURE PER VENDOR V"sauaa rad rrls - -----*--- '' t� DRA'.1ilNlas. 14. GC TO SUPPLY AND INSTALL CONCRET!'SEALER BEAD BLAST FLOOR UNLESS I -i.Fl4E RETARDANT LU�IBEA -� -j�.ACGESSt?AY CAEQNET(STOCKROOM) -w - -- -- - DETERMINE BY LUCKY BRAND AS NOT NEEDED. �a 8 i .� _v, 00i ECIUAAL W'��-- - - -! ^-� - N.HANDER TKiHT&i,M1 PROCESSiNG TABLE STOC^)OM -� � -r- - � - - 15. PAINT EXISTING CEILING TILES AND GELLING GIDS. REPLACE DAMAGED w "' --- t.FINiStFtD (IMIiX.HARDWOOD TRliri&BASE) -- - ( -- - - 2.3 - 0.CLOTHES Fl/ICK(f ITTING!!l'1�r1) ® TILES AS NECESSARY. 2.FIXTURE,CASE iIfRl UfiE; EEWP iNSTALLATIO4 3,4� P.BENCHES(FITTING 9001 S,� �� • ''� ,• � } -_---- •- _____ � '� -�- � ® 1E.G.0 TO REtAMP ALL EXISTING LIGHT FIk tURI=S.OWNER TO FURNISH LAMPS. r I _ -O.BIAL4 IN SEAN(W)CESSIBLE FITTING ROOD � � - -� REPLACE BALLASTS AND LIGHT•DIFFUSERS AS NECESSARY. "1 -- DIVISION 7-THEFMAL AND MOISTURE PROTECTICN _ - - R.LEATHERCAGfE(S TW,',ROM) _r� -- - - -- - ! _ 17.SPRAY PAI SUPPLY AN RETURN RFGI 'TERS TO MATCH CEILING FINISH. � �. - �fN�J�Tf(f'NA(.i_._. v__-_ -_._- _ _ �..__ _._ _._.___ S•METri,1)YEAIJ.;R! � .PFIA NT SU L D TU a { � 0 cEiul�,iF�� _.___ _.r.uEi�IE sEN,o� -1�i(}�5P PEHEfi�Ii-fiN U4IRiI. F( ami NU ¢Rlllr i' AT�U {�I�i�- -- i - 1 ' _i {,� �t✓ 1 I�A1TLKl -- - CIO DIVISION 15-MEC+IWI iCAL _.�SPW�WAE INA66 � ��i i u � `�� _- a A:H.V.A. ,HEr,m,&cmira OWN - _ ' - !�' _ I 4) u t� � B.HVAC DUCTWORK - _ G.5y3 ii(u R tiyTMf,TOA TO D£4 Eta E3Y GC.GP:.TO MSiIDINATE - 9 O Cc DIVISION 8 DOOR:i AND WINDOWS -� -� _-�.ANY RE.tailiRED t4l3tNFiGAT!(1N T�1 SPRilrlll ER SY�td _-� � � � 1,9 '�J "' c � 5, -A,ATEAK-A NIQ�f)-DOORS AID FRA _ - E.PLUI:66lkG ' 1.'MUT PM.FIXTURES&k%MIATED PLtX111 M^ - ` 0 �0 ---'-_- (]O Q Rf � (� _2�i -Aala� 1.RATED METAL DOORS AND FRAMES � 3:�C15Nf?�llL:��f�;�N�n�7t ?-.t EAR_ � � 2.FITTING ROOM AND HOLD ROOM DOORS,IF INDiCATED--- --- -- - _ -_ 1INOBSTRUCTE0 WASTE LINE PRIOR TO TUP.NOVER _--- 3.FITTING ROOM AND HOED ROOM DOOR FRAMES )..._��' -•4�r'�MM(�AI�U�i}iK�i(aT?C�r'a1T�11-�i'F�E�------ - -_`. 0 0 - --_� _ 9m-o-f - _ +�/ i _ � 4.STOFIEFR;xNT DOORS._--_-_- �-- ®`- 5.REAR SERVICE 1JOC"S},IF REG'D 0.1A i E71�A7. - S.FITTING ROOM CURTAINS(OFCI) --- N. TWF-R 7UCPS---O SPACE(SkiAAV VENT i.EXHAUST SAN Di1C '�V'tN?S 'OI.ET F Q.C.TU CONNECT TO t�ANi� ma-w- _mmm_ -I-Wft- if PE-d-AM `�-"- BRANCH DUCTS SUPIJAED TO BY THE LL. 17 ---- 1.ALL HARDWARE FOR DOORS(INC'i UDM i4ASTERKEY SYSTEtdCI � I . _ _ - d.Slimly 5 RETU M�$f ON-i 2.MASTER KEY CARES FOiC r X.WATER METER,V!F �° 1_ORtPiKING FO',IPi;AIN AND LAlf1N*SONY►,IF ifE0U0R�--- ----- ---�-- -__ _ ---- 3.t►iASTER KEY CYLA NS FCIC(BEST CYL/�IDER 6 PMj �- ..."-_ � 4.FITTING AOOAt HARDWA�GUAT'iiQOKStPt,'i RAN.. -"-_ ___. ,_.N-� - ._____ __ -}-�� -� .___ _-_-. _-_______.__. -____________-___.._._,-__ .-..`._._ •---- -- -- ---- -- 5.ENTRANCE DOOR PILL$(2) � ! � 2 _ - F.GLAZW - DIVISION 16-ELECTRICAL. _ � � - }R aVCiPhI.IN CMAAGB 1.All GLASSSTOREFRONTSYSTEM,WDLUDINOTEMPERED 3LAIINl3 2.EXTERIOR ALUiJIlC"LUfi STOi>ErRONT SYSfERI,NN(;.lEkiFERED&INSUL.GLAXIN(i I 1.LiGHT FIXTURES4,AMP�S AND EMERGENCY LVJIiT'S 0"ATE0 AS NEIN - - - ` GMIRAM _-- - -- i. St`EP�fi oN LINTFixw tea' � �- -�- GBL -.- 1.ALL FITTWu 4i�yldl RS=Ihi&IOE-'TTN O RoOMS L H ` --- 2.8ATNR-.A,)l iA1-0Pl?FIS•CL-A$1410-0 F-AL L EDUE� i G� DG ' �..- 3.�N�Fi.UUi�Np�2r1ORS _--�A'PwA4SU'FLES�N��►.____._:_ ® �_ ._..._ __�. E.P.�S�•i�_-__.____-__.,_.._._____,.__._ _ _- .__1_.`� __ -_ �- _ �`'x��lU�BS _ _ NO REASON DATE d.SALES FLO4R aIiRIRQrIS FFPAir1ES All Ai1Rii0i1S UNLESS - 1.LA'w t1Ii0 AlN DISTRIBUTION PARC _ -- _.. ___ - -____ --_- ---- - - 2.MAIN SF", GE GCOWT,alEC(METER(!sI:E ELEC.Dt1AW.008)CONiIUIT BY L BY 3C DlVI$�K71U'�-FINISHES _ � --._- A�GYPSUM WALLBOARD AND ACCESSORIES(FRAM BY LANDLORD) ti 1.INTERIOR i!'ARfit'T101�F!iAIC&s 3Y' _ _ _ __ -_ "� '1„ !„� _ . _ -. - _._.. 2 DEk"NG PARTITIONS A Evil•TyPt:)('�(IVY-p dD. ,„ 3 ..,_,.�ri........_r..._._.... - - b REPAIR(?F RATS' q i'AFi!'iTTOd�i a �- 3.STOREFRLvlT FRAMihq 6 GYP. E N E R A L NO E-S -- - 4.COW - FORTE 6 iq - �.______ 1.ALL ITEMS AND INSTALLATION WHICH ARE SHOWN ON THE DRAWINGS AND DETAILS,BU'T WHICfI ARE NOT SPECIFICALLY LiSTEU ON THE MATRIX ARE TO BE -r.. ► awiwm.._ , _.__ _ �._. ; a_ FURNiSHED AND INSTALLED BY TFNr.f a.C. UNLESS SPECIFICALLY W-TEDi.tiati�r'a� Lau ate" s►r��Gu!'�Y�sY�frr._ -�,, -+ oTi-ERwe�. A _ _.___-.____.._ _.___,.__ __._ _ _ _. __.. _ _ -. _. __ _ __-__.. ._____________ _ W _ 2.THE CONTRACT DOCUMENTS(DRAWINGS AND SPECIFICATION)ARE COMP - REQuinw 8"A t L. ATVt)WHAZ IFS REQUIRED BY ONE SHALL BE AS BINDING AS IF -. � _.�..._._....... -- � HEf3UiTTi<�S`r'At L. : .I �_.• _ _ - - _ - __. 8.ttSAF"rEtJiEtUNji� fi` T`1 �- __ _- _ ____ __ B. "'MSL P-A`�'1` ►�r v�'F--•- __, _-• w4w m ww�. 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REQUIREMENTS � �� . V I AVe PATO Or 7f4AVft!W",RTE CORM AM A No=.,t'If 118 t. AT LEYIBR QRIE I'FFSwM f wzv Kok:WME TONE-RHiM ACIEN:CE$ 'fi MAX*D COIF-ATER HINT 1 FOUT IN 14 W i9CW N[ylri MONIAL iAAV OERI6t 0tl�All�SNtRA1�ID1't)Kt 3ULL44 AHD F nee , ., M it�D6a94 AAiL'FACEURE9I i'fA0 � 1 � � i Q*"BARS SHALL ATE LOGATLD ON EAC44 0M OR LINE t. THE fkNTER OF AfCLP;ACLE OUTLE-79 SHALL NE MOT LESS jS�� i f fYfr 1 lTtaA1. II HVl BB IIAIiC AOOCI IM31BL£fO'1NE NHYBKrAL1V IINVIBLk'S,fXLANTI7V HAVE A CMAtIDN LkVE1 '"RIO CIH40UP,ON LAI+A L►LN!i H CTfb SIDE AND THE 699 M'ME AODESSBLE TOILET STALL OR --�._.__._. - _ ��--_-e _ t KHAN iN";NES AN.WE friE H(X)il OR WORKING FLJl1FO►Rf1H F , OF AGCERttW iMNT/IANi 28.ALT1K1 AR WAU IAF.'ALF t4GL WD iiY aY PQM$TMM RAMPG PAS73ftV(1"EJliVAT^AftlI , OOIIART hENT AND WWI BE SECUR11V ATTACHED N NCHES � � l PEOUTWICI HTAiAPB BE3rR MJ 4=1 IRL.E EHTRAkt*$TG 1RCIVERMIA+HU Ac Eml*8 WHMI MIMED.tiPE".ACp�R 1fL k . � . MiCWE AND PAfVLL1 f1 TO THE FfldaOR SEE NLTiF HEI BELOW 2 THE'CENTER OF THE GRIP CF 1HIE OPERAT"O HLANOLE OF r .1 CA.Ii t'RPCJB INHALE►CAVE,A Ll EAR WIDTH NOT LI^$d 71'JAN THE FOR Alli-AlICNAL INFCAIYtrTYJH, SWI70*61 MITEWW',O CIE L&W[W THE OCC1.F'AW OF THE , ,1 wvI51 i FAkmU F111i wAJx*. 2 AC12'AIAH&L ED AOt:EiSAkIE EINTRIlNCH7A LiHALC BE ILEMfTr PEP: 2. FSO MtR ARE TO BL SLIP RZINSTAN7. Z�11 QNB Ayr rdllgti,bew'NA 4AY flt pnpr►ry e/ 4 � �;�'t,* Z t3PwN BARS R7'RE SHOE SHALL.10 AT LEAST 42 Ii AfIEB IANLI ROCAO CA AREA TU CJON1 kOl Ll LHTINCI AND f41tCEPTACIE 7I.I , }. 3 PIdOE@T17PAf.IEA J. y 8ERY1MtC APDL R ENTRRMOkB 7J A4RH AT LEAST ONE 3TANOW Mm MID WITH AODf! WAL WITH THE FRONT END POSITIOMW II OX Ib S MI P"V OF THE OUTLETS.APPLMNfES,(:A COCA NO,HF.ATiNG AAI7 VENTILATING M J4rl�l w 714 Trp"eltoe Gep�w*A or efbrr w,f ( ffiff X. WADI GG Shol,Lt Of A fIfYH11A,'M 45 WC4W CkfM W RJTk maci C1 "wie V►E�xp FROM APPWJAC►a 4 Ptia&$T%AN 3, SEE' KI&SH OLD&EVEL r'.HAKX"06TAIL C?i INPICAl Af CC"9b ATV WATER CLOSE T STCIUI-MAD(LRLN BARB AT Ai SX2f SHALL.Ok C41AF+er1EM.%4ALL 0E NUT LE.I'E YUAN Y'NOR WME THAN 44 r 4 WAMl. DE7trL SHEET of Ij1rM41!•�IPrf/rltrf fbea writtra retA4la1�, ; °t k� RI)T LE--is THAN 3b NU*S LfJN13, AKM THE FWOR OR WOWINGPLATFORML. � brikhod�md+�'r1/Irr�l m w&bt mbyrt to a++ fIr 4. BEE MOTE ATT•1 FOF1 A.9f aK*01.WFOAMCk FM A 4+G j!' 4 PI�FaEy"'i!dWl RAdif+61$iI F14MK9 Af"�Xif� E EN71LANf 6#TO 9 EFJY SEQf.lflftl7 EAiCRAtA.'E:'EXAi',CR NhOBALdE fKXJRYb{aY S1fNll:ST 3 THE WTk3112E DIAMETER OR WiC1TH OF tHC flgWPfN[3$fiAFACES 9 Orf C:N'IER OF FIRE AIAFIw18df'NTfKi DEVICES(FK]XEtI)SHALL k�y,k( , �" OF AYAtati AS 117 Pf tIWT TrE MiSTAL14TTOM OF M LJCPOf;WC7f Iked OF LEX ATYc6 M INCtE4 ABOVE THE LF.YEI Uf THE.`Ltt(1Fi, '. t'y r '�! I BIJIiXHNuvas4 HAVGt4I AN OOW I3AJYT lt)RSJ u+ LWC*!lOP1E a / 70"3 FEF,f Mu winni Aw N,rLus tt•IMde FST.8 NL' s N EWAPE ORALL PPoJ4'AA,AN EQUIYALENt f*WPM SURFACE. WORE[►»I PLATFORM,CWJWD SURFACE OR 31DFWAL![ � �� 1 rfA'!E A IIHiM.LLllt)fttJiAJ'MIICTH l?F iM INLIIILR. r d f , i PL4X81`i. DGO►18 aHAd1 BE T A7IALTF E LTC OP6M8NLJ AT LEJiBT 00 a=n GRAB 41Af151HALi R[1 111!1rCIlEB ro t tf2".,HES tXl THE ___------. ....-_--- n 3 C k I 1+4 k D6C#"4 AHD LWALL PE 60 MCUh?I D TLA7 THE CLEAR WIDTH 4. IF ME GRAB BRAS ARE LI011r(ED ADJACENi TG A WALL,ME 4. THE:NfEFIHA'rIl7RFA13YLABOI.OF ACCE88BII7Y&JAIL BE TF3E - r.P;a4.,.,"a';� ' 1,t ., 6, pa"w EIlSA1 RMHAI f!leLTN1f46T ACC+ www.EN'17IAN "TLA C f TK E10OI'RWAY 16 NOT LEGAL THAN 39 04W..S. 9IANDARO[XaEO T7 DEMr<Y FA.C;LA>k8 THAT ARE ACfX 33tBlF �''1;�1' `' ARAISilti HOISBIH GRU P N OGOUPAN IER!LAgY Of 36 MAI B1.). S/4N1TAI�Y FAClLrITI�S � i'VEF$AL) SPAIN HE'NVEL M THE WALL NO 7HE LIRAS NRRFE SHALL SE I lit c Tl AND USAHILE BY[113ABLED PERSONS AS SET FORTH W ilE ICJ,T?lA WHfY7H WIN Tt TNF t?T:CLMNLHs![DAD M/e6 L)N LE1.�. + 8. ! I I 4 WHF'-FE A PABA OF f°)OW K LftU i:D Al t EAS f CM.CF'n*. "Ef*MCL AGOCES ACCESSMLITY STANDAk08- TILE S'?M RCL dy ! G. 7HE NAILEMIJIA 8ll7PF CF A RAMP'R AT SEWSS ANY EXAIWAI DOORA IHA•LL PROAL DE A CL hA4I Ub illk IED OPER00 1. WH04 SAW VARY FACKITiE9 ARE LOC.AT6CJ ON A[.+OE S01 5. A OR&%IIAN ON ANY WALL OR O HEP W"'ACE A111,0..EN r TO IT SPECWEL`ABOW SHALL CONSIST OF A WHITE I'll"E ON A BLUE l• J P90D11 M DIrIA i,tO AGOES i CA CS N THE PATH OF rMVF WIDIN OF x:NCHEr WItH TW LEAF POC(TIJNED AT AN WOO,a' HOURS OF A DU141*11..TIFY FINALS BE M"A0066ML TO JiHM L 6E FREE OF ANY BHAJ!P OR ANRABiVE ELEMENTS BACKGROUND 't►E BLUE SHALL BE KX.JAL TO COLOR NO I MK +.r 1 .IN 1F FEk'1' VAVV WAL RUN, 00 DEGREES F"m ITS')LCTdf6I1 IK4fTKw THIS PHYOCALLV 04AKED. IN FELERAL STANDAM•SG6A SEE 3KHN81 PICTOGRAPH6' p t �@ , lrYHi1� F,)-3T ftlBf OF id'f►1 FS. F DETAIL ON TYPICAL ACCESBIBL;TY DETAIL.SHEET. 1 �rNll RAL,K' N GRAB Mf.S SHALL HOT RfJfal}WPtttiV'f►HEIR FITTINGS!NE T i'LktSllu.f Itl!7PE SHJNL B&UH)EL KC7A �Yq LEAS a P FACILITIES W.PRtJVID[L't F+L7R/C44 i i .,, WkLN AN AUroM !AJ OC'Jp OPEFTIl7f`A M U?I�D 1D C]PERATf 2. YYHHEAE 1iS.ARAT E AC1LfT16 i!A (� LTMABLE0 PEA3014 LN E1 CJ#SFJ.SEPARA1C FACAA"9HA`-L r AIM 1CIA A PAIt+:EF�fXJORti.AT LEAST C1Alfc OF IME L1OOF►fi SHALL PPI(`MfOE 7. EDff3 SHALL HAVE A(`'.htlwglM f1A.AR,A9 tlf 14 I4Ci. 7. RAMP lAeIOi,P➢9 BH1kLi VE PRTT)VIOJia A.IHIr:IOP' BCri �i �9ACa1 Fxr�. A CLEAR UP1CJ88TfMlf'TFl1 TIPFNINCi fF11D7H OF 32 YA"NEA{Af7iH 9E PRpVHflEJ7 Faa Q9SABLFA PER60Na OF E/A.'XL SEX ALSO ��*�Q CA 7HE D.'X3R POBaV WED AT ANI AU6LE CE W riFOMES RRV,V SS WWRE UNISEX FACI,IT16 Af4E PROVIDED FOR NON-00AALE0 8, W►ERE TAW ''YPE WATER CLCL'AE M ARE L18EU,GRAS BAHS WAY . R1C.3J�v • I. I,Nti;lilGED-ATIF LAeDIW9 SHALL IMF MW111E0 AT NIkAVALA CLMD fKwfm, PEFYACJt1/A,SUCH 400"FACLAX0 SLUM-BE FFIDVFAD FOR BE INSTALLED t T•38'A F.F L,ALARMS ,tLW�f EKCLsEDM4G 80 NQS OF Yft171CA1.Ii18fL ARD RT EAp; 714E Q!BAOLfD. 91 C►pEIKM6 OF L71Gt�L L�RIgNDB AIB MDT ODiJ61K)EFSEl1 N G lA1Cx4IIG AHO LOL ANO C OfJRt;7hAT ARE AMID ACTtVATEi`AND 1 VISUAL A1a1RALS Y16WL AERIAL 81fBbU APPLA►CF$BNKL SF A . 11 I. I, j"5A�3!P •-'.PW a�,'4NX,e,'- r+ T 4's 3. ALL Df)O IWAYSL.EARN@TOSANIMR59'r�tIRES SIWI HAVE -- - + fl�� (, DfEiF.MBANMNCJ THE 1401001 111 mom7f:N•IAL DIFJTANCf OF EaGT I WHICH AHE N A BATH f1f TRAVEL,BJHA41.BE OPERABLE WITH A 32 INCH r�AR L TRUCTED OP£r1B1138 INTEGRATED INTO THF.BLJL OING OR FACJUIY ALARM 8V87EM. � p y T1 SOL L, ___ _ _ _ /��p {{ - 1 . . : %Aw. 92ca EFF PT 0V LEVE14 IW'E H1F£1WAfdi,PAfi1C."NS,KeK W S AND PROTRUDIN S OBJECTS SINGLE i-mif N ALfl1101.I ALARMS ARE"POVIJED HEk SINGLE_ O 0S .' MAL AMVATWl4&+ARS,IRT 01TNER WADWAPE DE8°.CMM 1D �" e+ .11�rR� 4. ON DOCIR K19 LF.AD(W YO WEAM&W-ARY F•ACIOV.: .AN STATION VISUA.ALARM SKA&S SHALL OF PROVIDED. VISUAL . ,b ..,.... n,." & TOP LAiX.7iNfl8 SHALL IM NEVE LESS THAN Io V C4*6 WIDE ARL Pf"nM PAS£AOE WM"(VT 41044 94C!39E AW7Y TO(NIASP HAZARDS f I T Ni;,, t } " F >JNAFL HAL1E A LfRiTiTH OF RrJ1 LEt3K TtAM A0 HOLIES IN 1Hk. THEE f7PEN/f i 1 AA1DM/AF E EOullI7 EWU.TAi47dW E 114 llR7i TrE'K WDAd EL'lCS 1:NICHES 7 ONJEC 3 PHOJL{7M/G FiiGwd WALLS(FOR EXr1wM•LE, AL/1►iM P►IOTf)MEiRIC AND LCI[Jt71OF fEA'1UFE'3 IVA..: " LC$GI AAD A VERTEX FOI TW.9 UPWARD WelAl1.BE PROMED AMJ TELEPWXafli WITH THEIR LEADING E,-"S BETWEEN 117 INCHES C n` }, + L`RCOfK)iJOF PLAwAP iHtlld w 11' ,l 4 a p ' - (JN OO(XrARlAYSIEADMJCi'O WOe�N3$A/ITAFLY FACttS71E3 A AND(A INr•H F8 A8t7NE(HF FTrI1f/EP FLOOR 8!LAIl PIaOJECT.40 l` x}J, ��} 7- HAND AC INA"fF n iX]OH OPENING Ha iUYIAGf NMAIJ_0E A MF LAMP SlJI1L1 RF A XEFYON STROBE TYPE OR EVUNALENT * W. DOINO LN ANY POGff►! SHALL W7f R20UL,E TtTr MN11IA1111 CENfFFReD 8E W ELM 11 NCT+t:9 AND 4H iNCNEB ARCJVE TICE k Id OCR DICK AND 52 8iG1ME8{K AWit[l TkAi!A NLI BE M(XtE THAN N/C31E81N1O WALKS.111L1LS.CORRIDORS, S ZINE COIOSi SHALL 0[CXEAF OR NCRINAL.WHITE(LE. � y' t a u.j tl0,6.019MON OF THS RAMP LANIT*1G TU LESS 7HN4 42 M0*3 AND F�}R PROVIDED. THESE l3E(JMfc I1RD RY►/p[)18 3MAIJ.I�CENTC.RED PASSAGEWAYS OR Vst1`S (t �,m 1 i PALL NOT PiEDUCE.tE:RFC�UiWED tlrRm BY wAORf IHAN SAN ON THE DOM AT A I-CO41 OF OP IPLL'HFS ANO THEC 041 OR L WLTERED OR CLEAR FILTERED WHfTE L047). ice, �- _. r e4' 8 ANL1 OOHIfTONS?4kALL 64E 0181IRJCT�V QiFFEEIF+Vf FROrt 1kE Cl7AfI 2 OFtiIGTS 1AOUFJ CLT WfTFI Tflf Gl LERDIfi3 EDGES Al Cbt �AW t7 C T IA',XBMJM PULSE DURATION JLAIi!3E TWG11/ifF18 Uf 11 ` H n, A RII'fE8 N FyL1Y LT?iA@, (TE fLNJOf4 CAR L AtNL+1lC i7N EACn&DE OF AN ktYfRANCi.i IR .. I ,'.d 9w. 1. AND CCMTRAST OF THE 0". PROV1L11F W,103AAM ON 716E INCHES ABOVE TH'.:FBISHIED F LOOM MAY PROTRUDE ANY ,,A ( PASSAGE-DOOR SHALL SE LEVEL. THE t EVEL MFEA'SHAL.L SAVE OPE SECOND(0 t&LC,WITH A MAXIMUM C11frY CYCYF(1r 40 O `� 1.t + 1 WALL ADJACENT TO THE DOOR L A MI C3t[% re4 NC1ED iH i7 E AMUIINT. r5°•k ;tn� �flwj 1 t. T1 E WID7tf O6'TIE IANONCi BIlAL1 EX7Ef�13i 5 PART THC A L[Nfi*►11N TN£DilECTAJN OF Df10R 9WCNQ OF A' ZEAS f 8u HFRCChJT 'NE PULSE DURATION IS CL�'NED AS TrLE TA1At V' 4' ..w Al" b -' ,x �, 8TR)CE EDGE'OF ANY D70R OR GATE MR EXTERM RAL"ANSI A: r SK)448NPIL'iIY•IFIAMM28.Ok fA1L. rh t f r l INCNNEN AIMI'THF I RF3T1 C1J'PCJB(TE THE CXFHECTTON!)f J(A7R 3 FYIF.E-STARDO%1 LCIS i!-HMD JN POS1S OR PYI YH•16 MAY INTERVAL SE'TW EEN INITIAL AND FINAL.POINTS OF 16 PERCENT OF 1•' �q,1 x t p Ptr ,Y 11 10 lr"*S PA87 INF'&nVK4t Wit FOR i4i EMIR RAb" SWiNG OF M INCHES AS WA2CIRED AT RIGHT ANGLIES TO THE / � t �1 {! • ,; I y 5, "4^, �?+ ,A PLANE OF ITHE DOOR N ITS Cl C J'ETD POSIT I N. !! IRYBLFX L'trI:ARV FACLATiE'3.AN CNEFLFW Ki 17:'�S f tAlUMl1M F7iOf T.NC�.,.S YO f!,D MC'ES MAX841M S93MAL- 1 n1 rra: 9 " u�K w l§a * ,•. .. C. EQUILA-�7fFFRAL TTVIIANO C fMOUNIE D 0M A 12'DlAAE1ER CIRC!E ABOVE HE GR(X4 rJ GR FW'SHED r�:uFf 7 1. .tLl, x...H s,R.3" 3 ?L7a 1<r;I,i�1.: s. ..•,,.L' 't Il.1 I , ,....* o ,.•.„ r. AlAPNV£A[1MIEtM�[]M N ITHLf MAT TiUH U. 1A A8 fiDTED 6V W Tl. HJIMMe XATL lJiAliXW3B D 1Fr INTENSITY SHALL BE A wINH►tAIA OF 76 GO DELA E��A SHALL tIF_PFYWDED,FACRi tt4T iHMpS,t.00.A7ED A as- IN7TICIMlAAAiIJL78 BHPALI. THE Wf0 hN[)C THE LEVEL AREA CW THE 8F3Ti lYt WHICH THE E 11,E iLASe l RATE S►ALI.!E A MHNMUTA OF t HHS ARID A OF►iARAP I"OF NM'LEM T7iM JP W04E 4. r N A0C7P£W A4tC1VE.PfLOV1CJE WY!1t]f H K"TCXLr M A6 HH7fE0 4. PRO' E ROUTE SFiAI'_NOT FE LNG THE p.►AR D +OF Int W S! THE ENALL ULTEND 24 R OO 9 PASTTHE STFSMCE NOTE!►4 ABOVE. MJ ACCT J871M E ROIJI r()li HAIVNlUVFRING SPADE. MAXIMUM OF 3 HZ �G- .11101111001811"m vI�R�� • F'..JOE OF THE ODOR'rOFR EXTERIOR UOURB RIND 78 fGi1`I#If F.Ti*APPLIANCE:+HALL I+.E PLACED 80 IN(2CZ%1 UN)ABOVE ,•'----"'ArBYr.' to AT BCYi100 AND ilffkTil*r4ATi LAtB{]ANft3.THE WIDTH tfrtALL LTE PMr floe gllVKE EDGE FOR INTERIOR DOORS.LRHNN Ofnt 5 A14Y OBSTAUCTOk CWE:R4AFX3INCF A PEDESTWAN WAY:VIALL BE I AT LEAST TFSE SAME A$RE KAW-D(UP THE RPM'S MNWA IN DI4EC'T'DPJ OF TRAVEL VIID THE DOOR HAS BOTH THE HIGHEST F LOGR LE,rt L WITHIN THE SPACE OFT 6 TN 1152 LATCH AND A Ci(AM 12.OF GEA MMCF SHALL BE P'ROtgDED A kmtIC,4 M OF t1 W,HHES AB,7VE THE WAKING SURFACE AS 14. C#A"WTEFWM.DIATE;AHNN1Nf1lt3rl SNA!L 14;41:A DIMEJ'J'-3X1R19J AT THi DOOR`!HENCE EDGE OPK)Sf�'E OF Mf DOOR SWIMS MEA-STEREO TO T14E E7OTT W OF THE 063TRUCTMN. W SEUDW'IVE Ckr 1 X WW;44EVER IS LOWER. 'RHE C4%Ci'IOiJ OF WIMP SPUN OF WJT I.EW THAN 00 WHG3 G.N GENEF!AL,ND PLACE N ANY ROOM OR SPACE PFOUIRED W. THE Fl(JC1R OR LAND MH SHALL BE NOT MOPE.T1'M'62 NCR; E. SINGLE ACCOMMODATION TOILE'r FACILITIES TO HAVE A VISUAL SIC AL APPLIAWN E SHALL BE MORE THAN 50 16. THE 6LOP'M ArSIOSS A RAMP I.kMA NG IN ANY DOWTUN Sk'J'Al_ LOWER n CAN iNE THRE_i1W1L`OF THE DU;AWAY. CptAFKII:IN NOT EWFED IM WCHS R* !N 1 FOGY OF HOR""AL P.JN. LEVEL BETWEEN VA INCH AND Tr2 INCH SHALL SE SEVRliD (WHERE INDICATED) S. WAIXS,HALLS,COLfIDN'113.PA,S,SAGI WAYS.AISLES OR OTM`R FT{15M)FFr.N THE SKYN LL(r!17-fE HORIZONTAL.PLANE) N WfM A OLCM'E NOOMEATER THAN!:7. CW-.ULATM SPACES 91!AU.HAVE W 3 MPMdUM CLFAV LA43E ROOM AND SPACES EXCEEDING 100 FT(30M)ACROSS: 18 K4KD LAA-..POE HIEOLIYHED ON RAMPS THAT PFMWKIE DWABL.EU 1 THERE 4HALL BE SWICIENT SPACE 8N THE TQILFT ROORA FOR A U NOBSITILC1ED HEAD Rr;0 A(8'-r) a W 13T•+lX1T C70STRUC-1'KiP/6 8 FT(2M)ABOVE THE FINISH FLOOR, /1� ACCESS.-F''TtE SUC OF EXCEEDG I FOOT ME IN 20 FEET OF 1 T- THE SMITTRII SQ M;HCS CIF ALL 00008 SHALL OKVE A SMO07N WMEELO+"MFASURM 30 MK'•HHFS WOW IfY 48 INCNES L'-N3 TO SUCH AS AUDGORk".DEVICES MAY BE PLACED AROUND THE (` MdWNTAL.FILM t.IMNTP.PRW,ED SLWACE TO AUf3W TKQ Ot'JOR TO BE OPflED ENTER THE ROOM ARD PERJNT Tri#EK'h::;7:J CLOSE 7 APHFdJPT GLANDES N LF'1F_L EXCEPT FSS MIEEN A WALK tXi , BY A WHEF_1C3iAA' FOOTAIEST WITHOUT;:AFAIING A 11W CTA SDEWAIJC AND AN AWAC4M STREET OH DAWEWAY,EXCEEDING PERIMETER SPACED A MAKWUM IOC FT(50M)APART N UE!1 , 77. FARIORAi S MALL®E PIJiCED ON EAC"7tDE t]f EACH RAW. HAZA;WOUS COIKKY!OIL W'.4EFL►4A OKM FRAME'C00'1S ARE 2 71.1E WATER CLCEET SHALL BE LLX:ATiEU IN A SPACE WHICH PROVrJES 41R1CHf5 N A YF14T1CAL OBeFAStOF'.S1lICH AS A Pt AN7ERS. CF SUSPE WING APPLANCES FROM THE CEILING LOCATED N OR ADJACENT TO A>JQ''.SHDEWAiKS,OR FlA!l1HA6 8 5►M116E CbPrYIIICJS.7HiE FLAIL CFrSCi1H OF 1H1E UUEO,A t0 NCH H W,SMOMH PAWL SHIALI.BE INSTALLED CW A UN-OF 2S&C H WIDE 1,LEAR SPACE R£�1!'r'EM THE WATER CLOSET'S H NO PLAN IN COMMON CURRIDOW CR HALL WAYS IN WHICJ4 - � Ft T fi4E h/814 A1DF Of THE DOOR,WHICH W 41 ICLI.fAJ THE DOOR 1C7 RIRT14E8T IA05T PRO'fFUCJfQn£BOE AIKO AN ADJACENT FUC7LARE OR t7R1fER PE[lESTALW WAYS SFb1l-0E LIFRITEEU tTV CURBS t .aI.>, . . , .. , d i „T `, A" » .,..:,. FIAIIV.-40AL_BEA 34 4401'IE$ABSJ1tE Tr RAMP WIVM A V!SIJAi.ALARM SIONALiNG APPLIANCES ARE N4E_'IRED SHALL BE . ¢* ,4 PRG ECTNG AT LEAST 8 afCJ*S IN HEK 1•TT ABOVE THE WALK OR J A'.v f IIf,A1f1ONfAL IiAL A'f 2T ABOVi Rl1LA' "CFA,X W PIER M Q7tElED BY A dtA ElElfxiAlt NOSRE.gI WF13ItUT f�HEA7INO A McCF4 WIDE GLFJJi Si'AC t%11 FNiKEL�1 THE WATER CLOSET'S RJhTHEST NACRE THAN 50 (ISM)FROM THE SIGNAL d' rIOEWAP K 8UFEACE ill WARN THE L)IJNL:F A POTENTIAL CHDr'- FT 15IA F I iiTEAl1EfIATE RAI itICI WThI MAX.OU 4'OF f,1 ErA SPA[:E TRI"BFI' wZJLR0O1A 30Rw7fTKXN ii£E'YPICAL ACCESSi1BLJ1Y !HOST PROTRUDING&DOSE AMJ AN AOIL4C£iIT iVAIE AT SIDE IUAi S '�,I I >6 NOT AEQUI RCD.LOA'HLL�NTAL FAIL WALK.EX7EHD DETAIL 3'4r ET. 40 POCHES OF CLEAR SPACE I HfAS AN AND N AROif3 DOOR(FACING TtEMWA WATER CLOSET►. OFF. WHEN A OUAAORAL OR HAMU&15 PROVIDED,NO CUW1 15 _ f I $AMirt A'►RECRAWD F(A HANDRAtt$AND MIMI EXTEND A Mr i FkOULRED tF A GUIDE RAL IS PROVIDE^CE,TIERED 3 NICHES s PLUS 04 MI NLoS ONE INCH ABOVE OHI%3URFI CF OF THE WALK OP'i � (z 1- L I K Of I ROM THE t3 RAF 'rR1RREA0 T118P)F tL10+!OF 7ifE ROR i '•2. NO r SBEU a 80 MYL wNiMRSRa f lERR7nJ C7.fAR'JPA[X SL4ALL BE PFKNFLIFD N AN 1 ` SIDSDEW SIDEWALK AND, ��9 PEAC.INT%LESS GRI 11iENT oR ACCESSIBLE,[X7RL+AR7NEAIT WHEN THE DOGR L'.�'LCiCATEI'AT THE 80.Of �C � CO .+ a�?yA�g4.r� �P TNF TOI.F�T STALL COMPARTMENT.GF'EW BAR'S SHALL NO i ORDKCT WORE G k 13. 7H'=SPACE BE'71API=-�F TWOOOFF�GMJTIVE DOOR CPERRI,KIH N R N s x�rF ,#�. 18. t*twm LA 9 PROJECP1140 FROM A WALL SHALL HAVE A SPACE OF 1 n"3 NICHES INTO THE CLEAR S>PA�4 AS SPECIFIED AB04E. I ©, Q) T N J V[.A 9dU!E,BFfINBIOfiIfM 11NN A f1EC0 EXIT JiTA pRMVA`I r H Yi-, AIM L E-93 T4AN 1 1'2 INCHES BETNEEN TINE W ALL ARA RHE 9 0 _ A MNAAMJM F CLEA FROM e. WA!L S1JF�rACES AUJACENT TO HW#)RAI:, AL.9E FREE OF SHAD! L ,r/1 , t J.PRrr7VCE OF 4(;IXk1ES V H SPACE r HJR ALIRASN`=ELFMIEIQTS.ILL:..ND STUt- (� '' 9 HARORAiL. ANY OWN OfflOn INTO SJCH V,FSMA.E WHEN THIS DOOR I3 3. TLIDNMOLIHD CARREL�F ACE TJF W DNMETER'P W i S£ �� co(�S (� ,'` dt' ' ` A '� R�• , r PC15,11O FE0 AT AN P.Iv:;L.E OF W DEOME'ES(-ROM(79 CLOSED PROVIDED-NITHIN 111E TOILET F"W. C U l cr "1f „ Its M° 18. 76fE(IIB'AaLi�iOf THE HARNyfIAI.IFWLt ARE Y'J7 LESB'kAN t frO8fI1CY1. tX]ORS q1 A SFftfES 8kAll t3WINCi EfDIFR N 7tie 3AfvE r� (� I ` 1 1' 'Ly Im 000ft No um TMUA 4 1..1 WHES IN flow SECTIONAL DIRE(iiON OR AWAY FF4OM THE SPACE eETWEEN THE DOORS. 4. PP VIDE OF-WrFICAT7JN SYMBOLS ON.DOOR AND WAIL.SEE 1 � _" -ti 4t O I. +�a,r�d� . _t I I'llr =' ¢fE DOM QIIMf dW 0R THE$WhPE S"A!L PROVIDE AN EQXVALEM ITETA0.AID TYPICAL TFSNAM aJ, CLEAR FLOOR OR GROUND SPAC1=FOh WHEELCHA'IRS roF ., v '+ 4, .r r At,'+>� r• 1k - (BR 11411 <i OURFAOE AMO ALL SURFACES SHALL DE BOAC="W ETH 10. VAXM1IJM E`PL7R;TC1 OPERATE DOORS SHALL NOT 1=.XPIEED 8 1n IMPROVEMENT DRAW Pi9@S. �.�", C U I }} " + Hf)&VJW O!'"IEF S. MERE 7YPZ&AC CE14SIRWY WTAC SW--ET. LBB.FC1i EXTERIOR COORS NO G LW.PC1R BITERI R DOOM +. 'T E MTM jM MAP FLOOR 00 GROUkD SPACE MIOUlk§ D TO I 9L 2 = {� S"+rR n FSr1C;H1 F1111 FALt9H£`FOHTT 3E')JCH APPLIED AT ii1Cllf ANILE TG AGX ORiA00AlE A SINGLE,fiTR71UNARY W F E EI.CHNP.ANC a Q C rt. ,1s I 2t 114E BURFRCE ON FtAJr)F'3 f78WA t NIX!SCP IYEETTih3 A FINIOEOOOOIB ANO AT ME CfP£R PLAIT OF BIJDNOOH OUC1�ANf B 3R INCHES X 48 NrHES. THE NINwV 1r CLfJIf� Q Ql it Y "+ h;,•.,)'I { „ FLOOR OR C WXVO SPAM fOR WKELCP,AIRS MAY BE : . ♦� T °_ .' A OL* RCLENT OF FRD1v'�.,I J OP 0.8. f ULDM DOM. Ockw'RFBATLFRv1 DEVICES 17R AUlOIW t1C DOM � v i F. IQIL.ET ROM FIXTURES AND i�CGr;:S.SORIES k +�;ar F h' �H 'fi*1 4 OPER'CIM MAY BE UTIIUAD TO RIFT THE AMR BTAMMIADS. POeAfl JW0 FOR FORWARD Oft PIWALLF_L APPROACH TV AN n r �e J ,.gI : . r ' y .t , 21. VA*N'ME FWrIF•SIAVACE I8 R1r7T BOUNDED BY A WALL OR W HEN FIRE 00WIS ARE FEF •D.IM MA%CJ M EFFORT 7Cl 1. 7711E lPFM:1f'f ACCr£RSbEE eYATF.x'L CL00E7'3 8CN1t L RN A COJEC'T,Lft FS:NOTED OTHERWISE. CLEAR FLOOR OR GRCAJN_ O u f,,, ?t v :..,R {4 IL. 'i I MCI AND THE RAMP EXCEEDS to FEET N L..EFrC%I.lT•E AAMP 0PVr.ViE THE UDDR MAY BE WAWASED UP TO 15 LBS, 8•i-ACE FOR WHL:LL I-KIRS MAY BE PART OF THE:KNEE SPACE I � � a- IA!'. ,,,, r1I 11 .t a T Ir SHALL DOW Y WITH OW OF THE V-,i1�AIM REOr OMMENTS NE,7UIFRED UNDER SOME CXHSECTS. RAB+BIKIM OF 17 INCHES AND A IAAKI Fk3M OF.9 I4CHl'S PAfi:tiiJRED It, +yv ` TO THE 7lJP OF THE TOILET SEAT. ' 4 ry ar F, f.^ h k_ A. A 11LJ%CURB A MFMIU'3A OF 2 Mik$IN HOSRT MALL BE 2. PfROVIOE 1I MHC►Hs 8 FROM RHE CFl(P Efi NE✓F THE NA?EN 2. C`,NE''C(U UNOMSTTIUCTFD BIDE OF'rr.F CLEAR FTJ20fi OR 4>r i:;F ;I n ;l, : v PPgAfTl e'D AT EACH CMOS OF THE f WwFP.EXCEPT W kFN AUw.CENT CIRtx,A�'SPACE FOR A W .Et.C+AIR SHSArIi ADJOIN OR OVERLAP. r 'J'a ro �: E Ii. N� cN CLOSET TO M*ADJACENT WALL AH AOLES510LI:ROLIfF OR A[LION AMJTiER WHEELCH9AIR t ' - r':> ', .• , ",x, B 4'OR O EATER SIB OW RAMP SURFACE,THEN CURB - Ju 3 a p FtCY]f!SPACE. E A CLEAR fLGO01T SPACE IS I.00.ATED N r f ti µ r El4Ptli.8E A 1!Md,T IAC3H ROY[FHMRf!LLtPFALI- t 3 TOILET FTJSdH CX)mHTROIS SILM.L RE/WEAPIBLE WITH OIiE 6.1f{D. J T�Ya" y • , 'R , w ;,f/ *° � j r AW SHALL NOT PEODURE T047 GRA:'PMHCJ,PSMC.FM G,OF AN ALCOVE OH!O iT.TUNA E CCWANEU ER CSR!ALL Ofi PPAWF (OF � 114110110 ,_ ' Mi ,F J r I r 3' r9-I t V ''44 B. A Wkf eL GLADE.P4AA 81 VILE DE PRCJ!1K D,CEHTERk73 3 TING YtESE 1 1'VAgCiM Cf TIE WAIST. COriTFA74S POR THL fVM4 VALVc3 THREE!9C ES. ROOf1 4FCAL MANEUVERING CXkAr7ANCES Gu!L #. " r 'a '., r g F r PUH$OR MiA)II t#lCH ABOVE 7HHE Sk4*ACX t 1N THE _ BE Pf10VIDED (',I a j :, f � I1 r1 i•�1 A f 4 +I, ,...a APs. SMALL 9E MOUNTED ON IWE WOE SIDE OF THE 1001 i AREAS.NO fw�- • &r :. ."< ✓ L,a S !i ;5�^s�,,,. 74 i. 11+�• g C. ME NOTE/f-7 WR AOiKT1ONAL NPORMATK.*►M. NONE THAN 44 NCI IES ABOVE THE FLOOR. THE OF10E 3. PROVIDE AN AOWKWAL 12 INCH W I T H CMJ CNE 800:FL91 iI' q r } f ' ,F, ' .'�" f�`�..'.� REOINRE.O TO ACTIVATE OONTFRI7 S SiHA1.L BE NO CI1L.A1Lr R THAN �'4 t -� 22_ WHERE A ARNP$UPFAOf HLAr'3 A SLOPC Or 12D(IT41 JM 8 POUIwIJC1. &COVES CMIEA.TER THAN 16 INCHES DEEP AND DESnMD FOR F° "`.; k a - k AMCh vI"4 Er nc aro sa r 1 F, lffi c a rI. LIQ ,Y1 r �?�+J r,6 FRONTALAPPFYiiACHIEXCEVTATDFINNHCIN(3FCAM17AIIALG?TES a w., ur ee rxzrarrP Tsu.t c'Ar!rtw -- - - - o..ti r t t r .z: r.I i t •.1 1 _WA'AER tYh CIFUT ut_ I „pP „ r FACk A .i. WHkiR CEf6tALS AAj PAC;Aj-c-coo,AT LCXET Crw 5or -s r,-1 i, :V►A::V..= eS r.7A;:1St;..:: 24'�P i SX-:M ,..,,,," !NG rA k�1 t°d3 r IY y'ir p S0 INCHES WIDE X 4d INCHES LCNn IN F ft C3• THE ADDITIONAL 12'CLEAR W DlH ' Yr(y + l; t4 s1 , r �' ,� t I : v, THE WA1��9tfNFliaE A pJFI 0't4M3e1 ANNE 711E RI!!P SURFACE SPAC �'T .' y,° ti y,I i Y 9�;+., Ix'Cr Swill HE PROVIDED JLORi418UGf1:1l�H t[BIE of RARE SURFACE . �,, .r',; „'a+ ', K" a OR VFf?SeFI 041tRE.6GE 49.8 AWCNE. r. fz WICtt AN ADD!TK11AL K NCFLF g W[LTH ON qhe S>7E TCR • fX.EAfF .£ ' t, 1 ' '! ' r 6 WFIERE 41FCA81L$ARE WRO'd9ED.AT lEAbT rJRfE Wfiii A ,. liW 2°i MJCNES DEEP AND TkSIGt*C F0H 4 f. r f` P P <y t W 4§ a 7 t .. Y LO OT tT ACES ABO E TINE 8J+AU.B+PR.:VCE,D. FRONTAL APPROACH. : 2'0 AN A4A0.( TYf QIIADE 133V REi.GW TIE OPEN S!l' IV 74 PRCt1EL'TKIG A MNMUM OF 1i NCt8 f4 KM RHE WALL A„tD A ALCJVE3 L11lGAT7'R' FiJ118t,A 4I"48'►Eil Q5JA110RIA 9►IAlI BE NBTAWED WDHH y 0 F"IFIE G.iAR FLOOR SPACE CxLY ALLOWS fCThW ARD d fMfEtIAAEDPa7E f44 BO AN OALNEC7 OF 4'OlifM1E11FA CAN tNOt`:. APPgCAf#41p AN OBJECT,T7fE LAAXiAl1M FiK3i4 F(7RW RIR RE 1 r 8. IJRVNA!IR Ural.rJHiROl9 81JA11 BE OPc71I18iF WIT4 OiIE WHIR.`AW ✓ ' t: L'r-7. �s' 04ALL NOT PEtAJKt£71CB4T LIRASPiR%a,PNNCRHIN(1 CTR 7LM1311HL4 t f ALLOWED SHALL BE 40 INCITES AW;THF.LOW SERE REACH Fi; TSF r , ! r_: a aY _ .,.. _ LIES wLOIR. IF AL TLV CLiARt.A J ,. .... BE NO LESS INAN 15 WCHrS ABOVE THE {' ,, v,`, V 1 ABOVE THE LOOR TIE FO RTE RFCAAL --DTOTO A TE SHALLIl7H F C`,FMIl1FiU NFJICH OVER AN C9STT7UFCT1U4.THE }, f t A 4 t aTrr R �t: '. ,l- '.W `ti h f 4 y' far•X ' .;:.,<, ,.ly „ ;:.. ; r,.,...,. ... , .._ f ,. ,.. COINTROLB SW,LL BE NO OREATFR THAN 5 PCAADS PER FOOT. 0i'ME OBSTRUCTION SHALL LIE LESS j c 1"•7,11 V 7 A RE3 WOE S( S L01IQ SHALL � TWICHIE 6 XNAUL4 HIGH FORW ARI)REACH ___------------ T ¢i�• . 9''A' ANL.OWED SHALL THEN OF N WOES WREN THE H OnLICN1'AL PILA)BCl MANAGHR .. . m - AE ROVRD!(4 RJ FIh"WT OF Aplf VA'ICKiY lXl FILA OW A fOf+IYAAD } MENSI NOFTHE0881RUCTK*lISBFTWEEN20INCHES C'+B . 11 I APPeRJAt ,FCL C►t QA Afi FLH7SR SPACE SHALL AD Jt1N H9F1 A'E3 261Nvr%1E9 \7D1. I- . - AUCESULE AND IAHA LEX70513WTC,WEE - +> &" APO TM SPACE VNDEFIIERTH THE LAVAIIMRY. --�- tARN lIY _ OVERLAP AN I I - ,. 8. IF THE CLEAR flf�tA 9P ALL AILOYVLI PAiiALLEL pPM1C1AC4 BY A TSAR n. u- -_�..° INN 1, '1y ' Yi?®i C. ' t;::El a !.�s`� ti ,/ f:,,,1 f !R')"'d'I. i rIY,+ 7 rT 8. iJIVATCtRES SHAFT.OF tltOi 14T'Fp WITH A QEARAMLCE OF AT Prri180N N A WHEFLG4UR,THE R4AXlYJI!HM 910E REACH 11 a SANE-$I'ROA THE HF OLX11p THE 11DTT0AA rJF ALWWEO 8►V.11 CE 64 IX PHF3 AND htE l CAA'91DE FHENOF4 Ed+All l ', 1( A14RON W TiH4 KNEE i CYSrJ1FlAINf.E LAVOER T#FRIEZE tA' SLS NO LESS THAM P IiN4!FS AB[YVE TW Fc00f. l3DE AF ACH E F1 „ . »".. WDTk WM ALLOWED OVER AN OB8TR UICT7ON PROVIDED THE 1 iORC 4TAI. O 14 N 8'il{T6FONI3 A AH ATMi,R urs 0E CLEA TRAIL SE THE DMIEYSM OF TIE OBSTRUCTION DOES NOT EXGEE;124 INCHES 1 �_L-__ REASON__ DATE ,11 , - + . {wA1E YPRliHH APMJANFJ RlaAtl dE R MM8fr1lIM 9 iRlf2'&G NKEf FiK7w I AND RNXMAUM HON FEACa CT!EH A 24 WCW OB9TRl1CTM7N SHALL _____I - - - --- TME 147141.AND A M"MIJM f1F 17 1MA40 DEEP F AOM THE FRC kT THEN 6E M INCHES OR Tkf:L ANATOMY y i i? a� ' t jA.e i+ � pp"MLv, A PFCJECIKM OF A LAVAMWY 9OWL MO T►E I NGV CLEAR v! „Iy k* F F !ptACF. 14EREBY gEDSAC3NfI lfil&CLEAR H15041"'LLO'M THE ,..•, . ! r tt . , .1. LAVATJRY TO HD L13,A8 THAN 27 00*8 AT 6 HMM81ME8 B,§CX FRAM I NY FOR FTMt7MVMlfl,OIEJ: 11 vUAi•1AMFC'F_. YHE VAXXAlU1 K0UF 34 INCHES BiML 9E WINTATIED i' r ::a?> '.N u 9.+,:'w tt.,piq yT=I ! 'Nr�NY'aC:a.r .r. � Y. w Tl* , '. ;- •; ,..,, .,. ,.,,. � _: : r - LAVORATOW0 DROP-MNVOI LTE ,WHiCHF�Ni FACBER.I IF 1p 711E TOL°OF THE OWNTERTOP OR WINL ., , , 10. arRtLNATILOAiO'FIERYV12E4LYVESM WATER AM)DRAIN PW-ig QlR1TIER£9FIALLAtiNO ta4PI1v4 1' 0�r+T?4.7A SWJW CA Aff"ViE 31 WAM UNDER LAMORNE8. . i 1 t, FA M:T CJ7NITRLIC S AW OPERATNO W>4APHIIBMB SHALL M S ,• - . •', , _ DPEAABLEWITHONEHAREDANDmmuHOT'LIGUmTmTr !rRr)� yPN1A FILGHmOn TWI'4TYOOF Tw wrF9AiT. THE FOW-E I D TO MOTIVATE OOt;'`lA tV4ALL SE N0 GRFATFR THAN LIIi.LkVEfiffMMTFD,PU" r(M AL D ELACTA0ffK'MlV �: .. ..., ,. .,.:.,,,.,.. '1(MAPLiT.S C7F,V�, TrfABlf II 1� `�. Ba.11-MD MFtb l a3 A +T'.+RCC AL 1tflW ED.W THR FAUCET ,. .,v. .., ,. PIMRAITLE`d ;,),. _ x CgN11R. - OPEii r • 12. MAIL LRF»M OlJlA iECr W`I''PATE&DCTTTTl14[IF Ty£MIPAOWB . fEt1 1fGTIVE MIPB+ACI At,CA 0M.1:THAN,W FFKMr W.t.00R I . . .. :a_ ,1 1 ....-. 1I. LOCATE tOrrEL.IMI',NY 11101 II AMD WASTE AEON ThUS ! v1. I1. WM41 ALL OPCRA", 3 NM EJAL *7HIIM 40 W,,WS F A Tii 1lMfti R,OOrT, " A a_ ,. 14. EIYfJMIt1FOF TMILt Fi4PJAT E TOIIF7SBAy.WL1?fOl 7MVlXafk I, Al r �I IN— :T. 1T %f.ASPERBRR S R&:LIIFMfD. & Oft,WMNl."AWD 8410WEA SEAT&FPLB)ENBAB AND t r .. ,. nr aHIMl - - v r • I LtN APOL3TL>rAp: �'� SSIRILI I �l NOTES , I 11 iii .- :•- •J ., Y-: ' 'I _ - .-.. WIN. . f. i , 11 1 . -. .': VI - . .:. .,.. . :. I 625-3286-01 .,. :.. - v.... .. 1/26 �! C 4 7 Y s I a -.� ..._.w -_. -_ .� r.. .. -�..._ .�-». ... . . ...E . , !t,4..SVMM.xn.Rxn,•MF,M,a,..v.si4►.w,+l.�a+r.wulw..afWw.Awl•,.w.,ww..w...1o.Bw�ww.+....w+R,rs104nw wh.+:+ww•+.W+•..al,.s..w..er>♦M.e�..Mra ,.. ,.. n-,.«11«,11 rw:.�w,wRwa/•�r„Y.w,1....rew++rwr.,esu. •�-or�rMu,w �+�"t�'� i -q'.. ,g - NOW .. : 11 ', .�MA9MJMiA4!.T,'7r,a++ . _. - rW!K.''M�+'JFItt17MV4a.4 r 7. ty 4, 3k: 1. IT .�, . ,-;. .. o :. >k . ,i M1 . 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OPENABL.E BY a1t4 E EFFORT LEVER-TYPE DEVICE(NOT / a s wiwa;.b��tCMA REtxJFRfKi GRAai�1(i.PwHwJ GSR TwSTINU A T 3F M DETWEEN ft*R f#I *6 3. iAOUNTCD?�°TO k2'. .. \.`_ a ICt{ +1�WXAilSylilG��i�itNM:1kJILCVi+fM�48r �_..� " illt tifiM040.11�'N'/AIM1066�Mi7�'�:YBEtQtlt�tE 4 MAlLI"8.5 LBS.EFFORT TO OPERATE EXTERIOR DOOR, .._� c+w�pnlwlalir�lwTewlli rtsr 5 .SS.FOR NiTEAICR wwat . stein � - 1 n1A11A47�I61%"491111 M Mu*1 Of 41AN OtM1A 11U OhONl. �~ 7 b,t mmw ad eM A$*slew. ay the pr ptrn ul '—\ 1. > tllWlNMlwe IILN{1E7��C/kttDU111hE rlYati MIIApK/ � _ 2 NOT., �' �/'� lAt Ar.ENm'L 7f II�M ilk t4h AW a►or6r,r" v »*fin a \� ROtM��1ifM1f011iI111MftJM1lbfQhl4rAl0AT i_ _ —� mom" TOY :M�AMiI A`�►wwUArx�arr*.< f - � Fi?R,1GDfTbOF1AL M�i�A114:►N APiU REQLIIREtiEIdTS �f,ritt,`Mftaq�IMtt wrK�csNx� so wr 7trtc�we[at+aou►�a t�6•wlo�tlotwour�ls .-s' /� / / .' *, Sr4SFMINDONACCESSIKIfYNOTESSHEET. prwW�nv�atls+e�ie %w�Myr//Ir,N��t+c, � qrt,;�BIIa1911rAM{NE OGdN t1i10 Mil �,I f �;�y4'L �� I ApL t �k7�flYli.01�1�IMA6A1t1111SilOr�Y�llafiiilMlMtM '+f�Al ,' — .Y�.C� ._ - -+--_�--.� "n I rN tiMoeAwlale9irrEtEera� TIMME HCQL.0 _---- Ai a!Xpi�M1e(A1a�nD 1dW,tGt� � gyp' �.�, C1YtbiC1llDi - A' i r r i y Y y 9 � L n A-,CEA�.R EhTwlrralipMlt�MIMMIMWlt OF IVgE � *� i \ tI YM0A1m iQi+l �" / �T V 4 rte! r� +oatglm►oeacri Krwc attar PATHOF MAW r , � w �. -- - / 38'T012'LEVER ��p �p� --• ....,. „ . .. , � ,� /r / �U SHAPED _.._ r ul.�►�rl�D�. ,� it, CNIBQtftllPflEpO(El �I� / / / / / / / Pwelc a T E�IRA�4A t�E>loa+ 1 (; I LEVEL Cad NUS WtF�{1Ls � g f�� (--t-�J �y 3 -. ,.. ,.. .. 1 r(rC1gI1CMv1.9l7llti>dVA17CC�lIY' '10`MY4 BOTTOM ��'$ ---- � 'i it d I 7(l urY,A�ci 40kT8(TcFtM kEiIGIRM > / gA1t OR PROM I pry' �y r ,G , x brat-Nllrp NCTES: 1, ill ( �(PLOTS y � "f t l�tr�i Y« � �k F.• _4 ', v rla� Kw u aw,a�u.°�asaot�tiwtta?inn�c►aarNn�lt�ol .' 1. L� 6AA9( TOTAL FEICHTVdITH!i4•RQAl6�lLMiL VERTICAL tt"irerr imlTaw�rlw�tnaec+wouioalcA+oo<t L_ k wuNEflMIMAM MIMAM,+�M4f11sMA7E tpEcyll _ nsx;rs,naTxxCaBionrNlAtapr:a CHANCiF AT EDGE. c r �Q c�Rs u.n:a z�rwuE tvrsrots at t!(Aior 2. 1 :2 SLOPED BEVEL iIF_�2LAREC IF LEVEL CHAIQF.IS OVER !' 14'VERfFCAL LEVEL CH03E. I l�.-._ RUBBER BUMPER �\ __ _ r,. oor�wu�cxma�MaeasMcx�tatarcaloua 3. veMAXBaIIIVV"ERTICAL!XVUCH+AWEi ITHM &EVELEf?Ma. r�- DUAL ON CHAIR \ B U X IL -^ I I s 1 SIGNS AND PICTOGRAMS � THRESHOLDS/LEVEL CHANGES 4 DOORS �. 168A 1'-0" PULL-SIDE PUSH SIDE Q J�} ccL 16" .24'PFIF.FERMO Cc cn to U b * -� -- :<► ---� trrai a -0 cz �_: —__ NOTE: Mcla C M C/) cz 'VERIFY WITH L€�CAL AND � 1 a a. x•12 lFIC!FES(305w) �{ x � � 3r MIN 3G M STATE REQUIlla NT'' ;- I �- ___��b a IF i10iDR ELAS @0TH f ---*) --- �--� CLOSER AND LATCH. Q_ 16'MN 18-MIN 18"MIN 18'Mlla Air vx 18'MIN \` [A] EF�IT APPROACHES-SWINGING CXR � � � _ lGF� �4R'VVAI� �tEA�i-� l!M!T � u� — — �- 1- 00 , ��—' � ! PULL siQ`,: PUSH SIDE � t7) �• ,LAV LAV x E � 1 — CLEAR FLR.SPAC Il( CLEAR RR S IR IR Y % i 48 WMAI { IR I CLEAR A.R.PACE1 _ I � ll � . � � .___ L• � I ,.. 1 � , 'J` PF'.►iC�9Al.TN cTT Nt.a 2 - Z i I - c FROINCP MANAGBit GBL ZL 4r MN 48'WN. 6Q'M�4 NUTS _ X s 36 MW:FES(>F151 lm) 1 Y-O WAS \ __ nrt,Ewr,sr (•60 NCIIES(1� Xwe NpfS 1a"WNGRTobiss 1065nn)IF Y S(13701w) ��P ��q \, it MN. 1 I. X$KALA.BL<25 INCHES; 7.SHALL_��X - :. _ .. :... . ..:" . . - A LA 4 . CIfiSFA ` �;a OINC�E SIDE APPROACHES-SWINGING DOOR NO REASON DATE Z WHEN X<20 INCHES,THEN Y SHALL M 48 INC 4ES MAXI . — - -_ A ? CLEAR FLOOR SPACES __,______ 3 WHEN X IS 2D TO 25 INWCIES,TEIEN Y SI TALL EM-14;INC 4M 6JIA' �. �..SIDE PUSH SIDE wxw _ r� X 24"MIN.) t8'Ai A..CPR, [B] A Ra R�.�„y C w"`,r�, 1 'IC ----------i` TOILET'SEAT - i DISPENSER"*RE 0C1:IM) �---------- j 1tr r-fr X(wMwJ 1.111'DIAMETER Oft t«'R*PEiENED RNM � I 'A 62!0 LDS.�'PACtIY f � "1` '1 y _ 4r MAX 12'MAX _ I NQTfc: Y a�rNwFtE3(1370nan)M1 E Y•48 ayc>'FEs TI 0048 MAS CLOSER 123iknm)MM. +F. M hAS TWO MNGED 000IL4 IN SERIES MAX �, AL LATCH SIDE APPROACHES-SVHIhGIhG DOOR Ir TO ir TO TOP OF TgN.ET BEAT 8'MAx..T0#CLEAAAiII?E _...._. ..�..,.._-__ -� � — ._ __.� A IBILIT ! DETAILS d NDLL FARA HMIER r Mur.TOE 0.��r _. WMWITOPS k` MOM PRIVACY 0M U0r�71i wHM r,IS A FMAIE FRF)FtT APPMACN 81 J*64DE� LAICH 310E AIPPRMCH 101LLR 00 FM MM I18pE + �_� >9a.19IM�UChT,'15 AWId�C?IW4 E"2t�C RtI SLS xM MD FOLUM DOCAS SLrA4G DOOM AND F ULO ,DOORS CIEtAB dA ;M TYPit.,IL A E48�1l1>r KIM 9M, � � �3� •, �s t . �ra��. � S. Nt7TIr: L MMUM k(MUS�NALLODMFti f i fII!I#C AFi "�f�R sTIt1NT API�FIOArNt 625-3286-041 ' PR lVAC�.,`�„ ,�, I EX TOILET ROOM yy�� REM w PF- 112"MEMT t� �),.MANEUVF___._RING Cl, EARANCES AT' QRS M■ /�7An� I"�M�„Iw�_w'>.FWAnnw.�M•hmnwrrn aurrw��++•�.v�..a+" A:.�� '{ (� �W S � �. �r-tl � �,��. �'i�� ft"`�e 9I2I�,MT ��y7✓ Y Y�I �Y ^' •' "YeM►'.MVM.Yww�MIY�II�rs.rA�tM1�Yw"MfiMNi�Wt:r.OfMyYYIrYWyM•11t'�YM1:M.MrH:Mt _ �,,�` —r•t.wA.�.wry-r'awl..,.mow.<m.wns.aw_iuwifu+�w-.�..Y.W/+a" sw�w.rw-w..�•...-.....w... .. MV�YMi"uMMWW141M�M�w+wVhY� Ynrw".YMMI'MtlilY]t.rviMHf'4MMMo.eM.w..e..rnn,.,ei�•W1a1Wan M."e,1.li..�+w�M,tlhw.,W"MIY,M.MI,Mew.v.p: n.�..wr.wwawwl+F..uii...nM+MaMn�sYu�n.,vMwu..M.!w+Wr'sBn.w-Yrw+wnxw+MMnnY-NlMln l•..K"KN, •• -NMI�(1YMw�1..�Ij�RM�nY�'YY.YSMWG'+N4'I"IYMMSI/n4lsflnINHAie MwM"' nNe.n,MIM✓MwY"Y'w+•'!wrwr•Mw.+.�i"M1VMwvi�+l"Wlll�r,."awY11M.i�.l ,.,ww•yw.s,nyyyN1YM�'1. r . 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EXISTING CMU I WALL TO REMA114 ,A� - I rr�y �' f.�y� (V.I.F.) 12 ��`O I WO -}-- EXISTING O �\ ff 3 1 o "i'" EXISTING UMN -----� � NEUTRAL PIER EMSTI..�o COLUMN - --- � TO REM/'.IN � I TO REMAIN r U x G .& 111 E S T RE N y A,I�EIi'►�t� ` u u u L.. --- { i { I i � (--� I I I I I ato I EXISTING TOILET FIXTURES I I _ EXISTING I 1 II TO BE RFMIOVED I �' I I ROLL UP �� I �' c3 EXISTING STs ro [r SAES dE REMOVED -+�-- -[] N - EXISTING FLOOR FINISH TO B£-- �- ( 1 �� CJCJ 4 REMOVED. PREPARE FOR I I `-'-'= I I NEW FLOOR FINISH I I I2na (D c\I ` I it I 00 cc0 -•----- ---- EXISTING FLOOR FINISH TO BE—---+► I I �_ REMOVED. PREPARE FON i ,� 'u 5 z I I NFW FLOOR FINISH i I C7 U) Q C I I Z 00 � _� ---- EXISTING ELECTRICAL I �, '� t�3 0 PANELS TO BE I I / tlu . �- REMOVEDRELOCATED EXISTING CEILING -- - I I I I \ I , (VERIFY IN FIELD) TO BE REMOVED I ( Or7fI£iTING CEiI,lN(3is i = TO BE REMOVED I I I q\qz� is II I I Q I �1 �_� I 1 DEMOLITON FLAN I vanacrnu,rn cq,uo, DM 1.N) 1/4" 1 t-0" jc i A -7lG 8CT A/ANACiOR r n E l k f' L GBL „�1} f� J•'CJ, ll J 4 - l, Y@}4 .' L . " .5��+•tT:n.i�3•,�?� Yy'1}1t;,7•i Y P I. S'r r. t ,' «'.'� {. ro� 9f� ?•b ti?•4 J T' 'JIIAAI•t by t� yr `-1�. IDVllM7 °! f•rt5 .'!.. '.' �`' "'"a '' ��,. uv,`�ti. iii f >�'� $' :�,.. ., : „ DATE DEMOLITON LEGEND: " ' J EXISTING WALLS TO REMAIN F-XISTIM13 TO BE DEMOLISHED -.. Mt� : 11 J DEMOLITON KEY NOTES__ GENERAL NOTES ' ___..__ 1. WHEN RECJiJ1iRED 8Y i�l l GENERAL CONTRACTOR I15 TO I?e 4d/3�i�E ALL F.XI5 iJNt31�-��_ S.REMOVE E}iIS1II�lQ ELECTRICAL SERVICE ANtI CAP OFF UN USED UT II.ITIEt; 12• CONTRACTOR TO 1401IFY ARCHITECT OF ANY�"NUSUAL�ELEME:NTS OF CONDITIONS WITHIN THE SPA(:F. ALL EXI,TItKI HVA(:, PLUS& PER LANDLORD NS:CJLl1F�Ft't=NTB• STT?LICAS 7XiUiI�L.ELEMENTS KEYNOTE DE3CRIP'r'ION ELECTRICAL C.�lik�i�CA11'NaNrS'#3 PK3TE.RErai;lV7EIJ FOR THE IVE1+W gY3T;cIti1. RQ<I+ER TO WISH rrSf PIPES, CONDUIT. SYSTI'1►�,THAT CONFLICT WITH THE CC>hiSTRUG-rlorl DOCUMENTS,MUST BE CLEARLY GL`IMMLINIC,;ATEI) THE ME0(„PI_UMBIlNG AM)LLECTAKAJ.SHEETS FOE ANY ADDMCXVAL rr EMS, b.PLUG WASTE ONES OF iEXISTIWO UNUSED PLI�BI IW3 FIXTURE BELOW T7IE ,ARC!{1TFCT. PATCH EXISTING CONSTAUCT-ION AS REL'AWFIFi7 FOR DEMOt!'riO1WINL�TALLATiON IFLOOR OR WITHIN THE WALL AI�iL}CAS'ALL SUPPLY'.,�I�S. 1 1. 11" VIDE BARRICADE PER LANDLORD REQUIREMENTS. GENERAL CONTRACTOR-~ OF VAR�S MECH., RLMEM b ELECT,001`6TRUCTION ITEMS,VERIFY AND � 13. GENERAL CONTRACTOR SHALL PAY"ALL REQUIRED DEMOLITION PERMIT FEES AIJO OBTAIN ALL APPUCJABLE DEMOLITION IS AI�.SO RESPONSIBLE f OR AN AD©Ffi(�IdAI, DUST BARRIER AND FOR F1 +►1NTAiINiIRlia 000wiNtlarc ALL II FIF-0 FIL-(?WITH Ai1ECMi.,PLUMBI"M AND�LMl. T.rAMOLISH EXISTING CASHWFTAP,AND SACKb'tl`r�p P. PERMITS. A SAF=E ,AND CLEAN ENVIRONMENT FOR THE PUBLIC ANC? EMPLOYEES TT�AL`ELN• Ia.DEMM. EXISTING FLOOR Akin 1i ALL DiSf'LAY FIXTURES r ,�.(�ENIrRAL COf+�tA(;TC1iT IS TZ'T RAVE ALL EXISTING F1Fl1 !3PRIKKLSrR&AS I"?F ALL DEMOLITION Gi3I•ITRAC.OR IS TO FiF_L.G VERIFY THE l'VERAU.CONDITION OF THE EXISTING:EASE SPACE,AND LOCATION AND SIZE THR�C>I HOIIT THE V�R�)�Frl" F iJAFIZED 1=01:1 NEW M.bOTRUCT1ON, 9,l�LOCATE EXISTING POWER SERVICE AS S40WN ON THE ELEGT��ICAL r DEMOLITION PLAN EXISTING CtM.UMhta''AND EN(.LOSLIRr_. CaENERAL COrVTRACTOR SHALL rd01IFY ARCHITECTS REPRF3ENTP.TIVE.OF ANY LINUSUAL. 2 2. GENERAL 0ON ACTOR 0 TO REMOVE THE FAISTING STOREFRM IN STS PMIS. C(MITIONS a: rl N I.E.SLAB OR CEILING ��," • 3.GF..tt1EEId1l,OONTrWTOR IS TO PATCH THE EXISTING COWRE IE SLAB AND GUT"SERVICES TO FXISTING CliAM4?S"SPACES,COWIRM WITH LL THAT FAIL TO CONFORM TI,; i IE PLANS OR THAT MAY INTERFERE W"THE PROPOSED GON.STFIi1C U ( t� s�jr, ENTIRE?Y ,�h,,1 UDING ALL D AND RASE MATERIAE.. MMIFY OR REPAIR SLM WALLS AF�� G L; IS TK91M1AII�rAIIv t�i•ildl lf`i FIRM SePARATFON RArlt<NN3 aw r �� r� a , C�OIVl71T1C�N.�. �t� , AS Rt.{�UiPED r NEW ENTRY. AS 1NZ W&:-.LS ANtf'TIaE FL.l3fl3�lGI=1LIPIQI�A 1I II >M IF APPI HCAf'ILE. 10. IT IS 111E 301.E RESPONSISIUTY OF THE.G.C.GC (OR A OUAL.IHEI)DEMOLITION IrXIS'INU FRAM I*3 TO REMAIN, ET•t;. ) t TUR)Ti)VIEi'f THESITE Cat1F'Ml�THE B`II�iJi�iC-i t�',3E OF �, 3 3. GENERAL C TiRAt:TOIR IS TO REMOTE ALL EXISTING I AF IIT VAS��FK1�l1iN _ 4,GEWRr„i CO3NTl�iAt�'�OA 18 TO PAT(N AND REPAIR ALL.DAMAGED SURFACES TMS PRf *CT 80 THAT ACCURATE DFMOLITIO'N PRICES ARI='PROVIDED. 15, lCUTT1I� THROUGH EXISTING STRUCTLIPAL MEMBERS IS NOT APPROVED, VHF GENERA!_CONTRr.CTOR IS TO CONTACT THE � OR AS NEEDED FOR NEVA(CONSTRUCTION. ALSO REMOVE ALL EXMTIN(,i TO MATON ADM"NT SUWArF-S, AI,L kX til WALL OR i�L.A1IiTER THAT IS AW.;HTIECra 8MLM_0 THERE BE AW DISCREPANCIES. _ F�llh�i!$iM�iBi, I"i) TUIRES AIVC GO�.U�1 ..OVERS. m1 w'INrN�4IN Ahl�t`i'ro'lI'°"t?IV1E A I�+Qii„aLI:PAINT L'�I WALL 4;+IVRIIaIc3i 81•IblLf. 11, _XAMNAT•iOl�l rkf'PRFI6III�S:THE(;CkNT1�AC'TN?FI BEFORE SUSMIYTiNt3 A f�iE+PRESEPtTATIvC. RE a ! HAVE Alit. MTS (CRAC" PANDIT C� HOLES,P.M.)F�tLlX-0.PLASTERED PI ?SAt.r oa n�is wow. SMALL E(AIItlUE THE PREVAISES AND ALL S a EoU!FMFNT ONLY DURING THE %MOLITION WORN. �\ A . 4 4.�R��"rCR IS'�RETIE ALL EXIS�f"I1� ECOMA fi�A $ . _�.~.!. OR 8P1'An.�SMOOTH AIND LIEJIl�`1 L�±t�Ri Tt�n^S:'�CiWSt11Jl.'Et3 FINIz;,W. Ct�i►"�IT1 711ElAM�R'TIrItHRl��Ai,THE PP�OP'i�IAL sNl!+LL TRKr~!'tY'TO ,�" , ti;, QE?NERAL co'N''-RA(:mR SNAIL REMOVE ALN:.Di<8ht, E l IFS TED OTHERWISE i THE fes. FWPAIR ALL WALLS VMT Aff-TO MOMN TU MATCH EXI6°I"IWtt1 Wl.M.A A rt lt>Erowricim Alt.sum E',OIiOlTtl a As MAY APFECT TM Wow 625-3286-01 , . .. _._. WAU OR�"All tweet FoxNw oR ANY rANAA 'IFAS O I D AS A l .l� n{IS 000I�!'IItACT',SI.ltIM"l�li�1'�I OP A(40 BY TME I'�,?NTRAGTOR ISI 17 REF F.R rO SPECIFICATIONS SHEET FOR SEL L�:7lVf,,DEMOLITION AMUIREMENTS. ! ,C�ENEF` I�lw Ni"RIACTC3R IS"('Q REMOVE AI.i.EK�fiTIN�'h Fl-WR FINISHES � s�1.T��u�t.:riot s��. ��Nr�N. BE r WED �CKW'W Ft.,�-lX SV?41M IrIAr�L'*XH ; O IT04 AMIE I'Ut.L It 104OWN N TO HIM, t I� I&r/i€il 10 THE EWTM CSC RETE �AND PREPARE SLAB FOR NEW Ix1.A PII1'a +SAL n LAS. a�E IMIAI� 'TI• Id � kiffi, 60 02/26/07 w. ,Y,1wit..'"..Iww,1wY,..�.M,�,"Yw.w\rtM Y.MWllww n_,-- ..M,Yr,.'r.�MYY.'Y.•l.wF.Y.•"_•:..l�W,+ww„Rn•.,.www+..auwr,r,rx.+.,"a+,++..+.ww..,w,w«...a-..ww.w;•w....w•.awaww.+Y..,+wr:.rxw.uehW:lwt..+..rw.a,wnr..wwwn w+.wiw.w+r:..,[rw.n.iw.1•, r iL s,• :: . a „•a ,•., , af, M '(5' �!►+m+r• Biu 4. C $ "' 5 7'1u r' di www.i......... ....,.n.w .. ..,.. ....._...w-....w....."..... r..,.w+"w,.,...r. ,.i.r+.ww.... •f. .a• _.. 9• MJ 7 - _")iii" T. DOUG ROBIDOUX, AIA TOIL E7 STOCK I " 7bn It►.rr�.«dbiR r1r,q�,,bnn•+,ar Ibr nrrpr ) ._.. , I the AnAvArtt 'br trpra�irctrs :#p)<RA or oLbrr a _ t u of 61 drsr7r�nir�lwa tbax,wtura rex,rrr it prskbtkd ad rry�� 1 ri//br gab1r'.r to ell Oux 1 fopAS K N• W IV 000 0,600 �l�.bNd"v.,i,?14. .' I;..dkm:{! }:TYk'�.• :'�+747':t'.!%S �/� ^7 CA r 1 • i82 OFui V � •' �g MANAGEFIS DESK - -- i I �►" �r •`.."'6� WITH©vER1�E.Aa rrnn // y vI S f i�. SHELVES `elj„ •R, . ! —w•1 • EXISTING ----- CoLukIN EXISTING --- WO EX1uTINra I -- - `fi7r:Fl CMU WALL 1 ^XiSTINC� ,. EXISTING .. >r t,t3LL1A V O ( ! r.IDIUtd11d COLUMN 5I8" i t�►�"�.jfaIC dsft Yy C :r I �S'fllil�i TO I11YI t . r A '�" •tr �- T�rj � 3/4" _ s, Q--. � #`a�IIN. `^J HC ROOM 5g I 1 FI VYING VESTIBULE , 6F -fA2 A2 1 I j --b] A2 A2 ! A2 A2- i OOM 1 II I• I Vi, b 3+� ,t�rD��t' I+ ` c��, \ �► - _ — �Jpr++� I ' 1 1 I I I I 5'-4 5r8" ! I I O I �a dgcc t r s*rr.�'t4 r4 `y' ''_ :_._.— _. 1 ` Cr �1'• dr rh, %-' r ! ,..,_., ._..._.. r w 4'^67 r 1 I t I I N cl ; £ +""�� in �- 3 -9 +'� 7" t I i t3'-0" i I �- M I ./ I I g t 11 i ' I i �...`/ ( i a ( I I I 'V ,G ----' (r I b t SALES " I 1 it 00 S `Rt f f 3 1•< I _ I — _. _—__ - _ — —_— I -- —, I 1 — I _ —.T --- - — ------ — ----- I / v' ty � 0 t r I n N rc r 1111 f CM I '-- �'`��',:,� � P,x r 4'� � 1 ,f,. ,•�• _- 1 I I t ► I t 1 •� I I i 1 ; ( I I I II I I O yq ,y �• h SALES F !! bF 1 /� 1 f I II N I rc� art ►� •v (11 AREA I i i i III I I I V11 I x ol I45/8" I 1. w �arra t III la s t 7 IIiS• �f? ■ Iy r� J I t'ihy„� I • 1 3'.C" r.__..,_.-._.... C -• — x !-1l. OD PC PC 7 v V_`,� FA..-1 I��aY I I 1 I I C, ` LA to rfu r +� '� 1 "d I I 1 12' f w i ,�I�•r ,,�,�'� ,/``" �0e . , _1 � g ti I 1 Imo.-1 I 11 II � C,---> I _ FITTING 1 ► R 1 I 1 I 1! I ROOM 3 I 1-1 �� th Al (I I f 1 J 1 i CZA � � TTING rrTING iI0O1A 2 ROOM - I I __._ _— 1'-2 5!8" 1'-8 1/2' _ _------- V- 1'-b i/2" 1' 1'-8 5/8" y I PRINCIPAL IN CHARGE FIXTURE/FLOOR PLAN � � w ` .1 _____.-__-- --- --------.. 'd'-.',k,rr,x. :'': •• •• ,• . ._. PFOjNr-I-itiA`IAGfiR GL DRAWN Cr G l OBTAS " FIXTURE LEGEND 4 SEE SHEET' ML` 1 & NIL-2 FOR MORE DETAILS (NOS" ALL FIXTURE USED) � L- --� ��R�KEY NOTES _ �____ - -- -- °• PROVIDEDBY: �- wpcvttirw�s,lwwn • �,5%AF�.rrL3±s+=sb�ttf• CRY _.___. ._.,.. .._•-.__. _�T --.__,�...r.—_._.:.., ", __....._� '� . .,..._.......W� ._______._.___ ._._ DARK FIXTURE- ..r__.___.__. ._.._. _._.�. ..,....._,.. ^• 1 — NO�_ F1EF EASICDN ----1—DATE FIXTURE .. MARK FIXTURE �. MARK FIXTUf1S .. AIAFIK FIXTURE FINISHED EI40S BY MILLWORK CONTRACTOR —2-- STORAGE UNITBY STORAGE VENDOR -- ------ — ----- _ I -- -- --- --__ BY STORAGE__ ___--_ __--_--_--------- _ _ M 3'-9 118 WALL UNIT L GHQ ^ CKAJR !L. (Ir �� ROUND TABLE W. °C' (PC) ---•�-- --+ 1"O.a. FLUMBEFr 3 SEE t�ASHiNIa�",P DETAILS ON ML-1 FOR PC)WER REQUIREMENTS &J-BOX .! f'IPtr PE. PROVIDE BUZZER AND CONTROL CONNECTION TO BACK L ATI N-TY ' EXIT DOOR. ''� 4 PROVIDE A SIGN "DOORS ARE TO REMAIN UNLOCKED DURING NORMAL M _ _ 3'9.116"WALL UNIT `� L /;� SMALL TABLE INRi3UNn f'IATI�R4WI " \` CP2) BUSINESS HOURSm. � ' L LARGE TABLE r 48'D H 14"HIOH _—.------- rrN — _..,__._ _ ._.__ _ __-- _ ___ _. __ . r_ _____ _ _._ ____ --- - _-- 5 ACCESSIBLE FITTING ROOM BENCH � ' Ai`> 3'9-I/8"81W)LE SHELF i L L rcx�� Ela t — ( EAGLE FLACK ( 30IX30" silt 1 , c9j w t1CTAtiI�N � u t ^ RA TS-1/8"ANO V*LF M E JEAN WN-L CAI3NEC m y19 „.•„",� FITTING R(9fJ/eI MIRY40% M �� TCPPIi_hl �� R ROLLER LADDER GASHwRAP M i 2'OGr WM";-i,UNIT M JEAN WALL CAI3F.c� ISI SALES AREA NQPP*90RS L ._ 1 � �i�) ROI.LI�Iii RACK — .._.. -_..._...._. - —.._-._. ..__.._ _ ..-._.._.....___..... _..._.._... tA' ,y� 114 81 2'10"SINGLE SHELF � .V:AN WALL Ch�NI`R AT — SALES AFpFA Ml�AB , ,. ) L�j_ TOPPER � T STAND �` .t'I"MrI WALL PAt $-THt�U M3� itA I i _ 1 ifTNr 7 YNwKnI'1rS CTS) LUfiKYSPAND,E � 1 FIXTURE ALAN — — _ —__. _. _•__ _ __ - _ _. ._ ._,_ ,__. ___ __._.. _._ _ _ .._._ ._. ._ e�art+. «rx+s Ie r1)a 1 I<7 t t' ( � L � i JFJ1N�N�tFiT 3 dr x 3-0" -� � ! �I?t?ICT NTEIi t - rl7a Til{fA lF T'(XWR F i �� t f itJ� MUAAE TAM—i: r? 48''t31A.ii�LlNfl PI ATFOFNW WITH ' L �-__ �I ra , (� tl J HANGING BAR t'�-iM`W-`Ll.11FIT M F1 j JEAN FC3Lt'II rAALE L it3'X1a"X18*LEA,T�*R M 1'8.1M"$lII $I-E SHELF M � I I -------.., � - ~I 625-3286-01 '� ,� CNAt.Um 1;►iIT ',•�Ire"8Itar%x!%*L TSR En ` Q!) RL)LI f.-FI LACIC> I L Imo!t a4A'F ,r"--T! s ..«.....,. ^._., a, ..+. Yr"4YIMw1 *1MMYWMrrtMlMl ,M "!� lAWW Yuw.SIM,MMMa•+N+1RY. IMMYrt+MM.Ir.M,YYIM MiM ... •••_,...,.bs1rM.•..••...••.:.:•••._•,....•r"OIw!!.:•'.....w...:..,,,,/M,.we"WMIWIR.MVI6IYYMaM11•-n NAAMN1r1,Y1M_IlrMew .MM,+ rwMwMwwYFO„ •rwr,ti,,r,w.. r._"n ► ':. . tOF/AIfMVRI•K”.f/R,t1AfMS 'S.Y!"L!'N.•^_'!'Ht.!M•.MWSwIY'iMl/tN".""W4:.._;vs: !"+MM•..'YT.a'!yWWwnWwM.t-M,naw/YMI.,rti'MW4MMMlwgMa,yM.,",.eNkiTmiv91W"a a.IMe,'.1•Mwy W-,-..-wt.'MIMMMM.,YYrY•WYwMrN'M"•MAMwfwW"INwn.If L•"W.11]MlN1'•.nYfLI '++IMw MM _ ',C.. M a ` .MII4.IAK'F 'C7' �a,u .. Pti1.. a r 7`hr ..,, r,. _ ..J'...:- a:. 1•y r `I.. ,t• .: _ t µ. f � r. [7...4 ,.: S��♦ .•�Q'ir�'F h��.r..t•I_A i �I, rM A ,9?7'11.,2 T^.V,P}"•: "'V.;f.., ,":.tP*..„1.,wih"..,.i r"v.4+.'i'. Y:'.:1 .y--'r f-LL,.. l ,.:8c'.•' , e Y . .. _.,,_._...►...._..«._._.. .,.r .,. ».w_...w.+......w....».....:.......+--..... _.._.... ..._....._.:»....._..w».. _..rr»r.rr."wr »rr,.,...._v w .,.,_ rw.«.ra.-....._..rw-:r_...w- »_.wr+v..»ww»..» .re . r,,,»_..rr. ., UMP I _. .. .._......_..._wwrw.._. ..n...w+........,..++...w,..,..-...»,_++.._+__,..__...,...__.+«,.,,._....._....-.. -__ .._.._.i._._ ».•w_.._.__.-,........... .._-._._.r..,._.___.._.__._.,_... +"~»,.r.._.w.r. rrM.ra : --_ C �OSCHEDULE: {E)"EXISTING SEE LET AU.^FOR FINISHIEDULE DETAILS Ir R! lAR i1 Y ARE NOTES: ---�`' Hsi ,lamb Fr Hardin aare � � DOUG ROBIDOUX, AIA I , �'rrbKYhB --- ---T_._..._... .. 1.00 TO PRE-DRILL r"' OT HOLES FOR ALL DOOR HARDWARE:TO PREVENT STP'IPPIt*3 8 BURRING OF SCREW HEAD, -..___. _ __.___.__ _ . __. ___._.-._______ -- ' Mark From Roorn To Room Height Width iY�sckneu Dc" Type Door Material Finish Rating Maleriai Frame Finish Detail L'�oWl � FR Set Remarks � _ Rating __. __ T___ _ _ _ 1_ - �acHY i�cr . _ _.- ---.---- 2. L7OtJf�OPfNllytl TO HES?"hC�ONAS A! 1,O HAVE A"MFW"/`W?sM1Efi"�iJNISEX"Si( Id OF A CItiCLC., 1/4"THINK, 12'IN DIAMETER WITH 1/4"THINK TRIANGLE Sl1PEFiliu9NCY5FD lxl!l w1T191N THE CPFK;LE.l•INIS SIGN SHALL E'Ic MOUIV7ED AT Com'AFF, 1 MALL SALES 8' - 6" 5 ^ 0" V - 1 3/4 A2 ALUi 79�A `�' POWDER A�.�M. P'QWI� R 1-� .i-�f --_ I�W-1 ��1► E �I��E Q ., 3,ALL HARDWARE SUPPLIED B GC. UNO. THE.LISTED HARDWARE CREATES A aASE STANDARD, c-OU4L PRODUCT i MAY OE SUBMI-ITER FOR REVIEW BY OWNER ---- -_ COLT � MAT BLACK _ _ BLACK 4.ALL FINIS'IES�HALE..BE SA7W CHWAAE PL ,TED M(26, UNLESS fklTED OTHERWISE. ~E STOCK T - or 3 - 0" 0' - 1 3/4 D I•I.M. P1 45 tiiflhi. �_. H.M. P1 r ; H-2 J-2- 45 MIN. HW-D SEE NOTE, 16,17. 5. ALL HIW;,E MUST e WiRTISE►_. RRIDOR 6. PROVIDE GUT E+1-£ET FOR OWNER 118E AND REVIEW. 3 VESTIBULE STOCK T - 0" � 3' - 0" 0' - 13/4" B H.M. p1 20 MIN, H.M. P1 N-3 J-3 20 MIN. HW-8 PROVIDE 1/4" FROSTED TUC TO VERIFY C4NDIl dJt+I G EXISTING DC)C) FRAME AND HARDw,RRE=. NC3Tif^+l OWNER IF NEED TO REPLACE. I bi,,lrravirt and for ef�<i ebr'+!an r4 prwprrry at LASS 7 FR F - . T ba Arffitk t 'I be rrp►ud aiom,ioptity of W(r.Mir. 4 SALES RESTROOM T - 0" 3'- 0" 0' - 13/4" C H.M. - - P1-- H.M. P1 - H-2 J-2- - HW-C SEE NOTE 2. 8. POST A 813V t READS, "TRIS Dl'1'OR TO REMAIN UNLOCK uuHIN613USINESS WNJRS.^USE.LETTERS 1^HIGH ON CONTRASTING BACKGROUND AT THE MAIN EXIT. --V- .,-. _-. _. _ ._____._.-.� ___ WD. d/Vil1 choattx Matt:�4lrt lFat!rtMfhra IiilLfMtlf 5 SALES FITTING RM T 0" Y . 0" -.�.~ � _ P1 H-4 J-4 CASED OPENING 10. NO THUMB►r3 I�;OES OR KEYED CYL:NlhiR DEAD EIOLTS ALLOWED - re!r/buad•x at lEbr rolb tt to OW_n i7N ANY DOORS UNLESS OPERATED " � ._.-_ TED f34 A SINGLE ACTION WITH LEVER. 1 and 11, MANUALLY OPE.'RATED EDGE OR SURFACE MOUNTED FLUSH BOLTS OFi SURFACE BOLT'S OR ANY TYPE OF DEVICE TI IA'f MAYBE USED TO CLOSE OR RESTRAIN 8SALES- FITTING RM T - 0_.__. 3 " _ _ __- WD. P1._.._ - H-4 `- CAuED OPENING__-_- _ ! r 7 SALES FITTING RM T - 0" 3�0" 1Mfi�. P1 H-4 J-4 CASED OPENING THE DOOR OTHER THAN THE OPERATION OF THE LOi:KINa DEVICE SHALL WOT BE USED AND ARE PROI4181TED. _.------ -_.---_ - . ,. . -___- .__ 8 SALES HC FMnNG RM r - 0" V - 0" D. P1 I;I-4 J-4 CASED OPENING 12. PROVOS A 5') 5'SYMBOL OF ACCESSIBLITY AT PRIMARY ENTRANCE SEE WOS-5, 1/A1 0. 9 SALES VESTIBULE T - 0" V .- 0" VUD. P1 H-4 al-h CASED OPENING �' E ___-'-------___. 13. PROVIDE APF BRAILLE SIGNAGE ON STRIKE SIDE OF TOILET ROOM ODOR'CENTERED 60"ABOVE FINISH FLOOR. SEE 6/CS-5 FOR DETAILS. E.- 10 SALES FITTING RM 7 - 00 T - 0" D. P2 H-4 _J-4 _ CASED OPENING LAS . --.� 14.OFFSETS AT ALL THRESHOLDS AND AT ANY CHWjE OF FLOORING MATERIAL SHALL HAVE A MAXIMUM OF 1i7-. OFFSETS GREATER THAN 1/4"REQUIRE A MAXIMUM BEVELED UX � SLOPE Or, 1 UNIT VERTICAL TO 2 UN17S HORIZONTAL, EXCEPT THAT LEVEL OHA WS NOT EYCEEDING 1/1"MAYBE VERTICAL.. SEE 5/OS-5. � IV�7/�p CA• N. p 15. PROVIDE 2•A:10-0:C FIRE EXTINGUISHER(S)(MAXIMUM 75-FOOT TRAVEL DISTANCE FROM ANY POINT IN THE BUILDING). L 5182 16.PPOVIDE PEFP HOL-L AND A BUZZER CONNECTED TO CASHWRAP. PAINT PER LL SPEC IDENTITY SIGNAGE(TRADE NAME&ADDRESS)2-TALL HELVFTICA BLACK VINYL LE FTERS, 48~A.F.F., SEE NOTE 8. � � 17. PROVIDE DOORBELL @ T-6"A.F.F.ON CORRIDOR SIDE:CMaDINATE WITH ON-SITE TENANT COORDINATOR FOR MALL,REQUIRED SIGNAGE- I TYKE: � �'- 11/4• DOOR -- 0'-01/4" -0'-01 4" -- --- _ HARDWARE SCHEDULE - -.-� 5'8' -- ---- ---- - --__ - - - _-__ -._ _._ -_--- -- ------- - - td -3. 0*- Z I -- �, -- CITY DESCRIPTION -` T PART NUMBER �- SUPPLIER__- REMARKS --__-_ _ _.l_.__..-.-----� __ _-__ TEMPERED j FROSTED -- - PANIC I � 50'ABOVE6y�$�f --_ ___--- ---- ------ ----------- - -'-'------.--. _.------� - - -_- _ - IM � i11 � � � iO QLASS TEMPERED GLASS HARDWARE ( FINISH PAIR EXTERIOR LEVEL "A-1" STORE ENTRY DOORS WOODiGLA,3S jl*l j]iQ~f,IC21L 3 FLOOR �'� HW-A-1 t ) ( ) A 0' 5 i/2" 0'-5 1/2^ I ---- --_-_--- -_.__-_-_ _ __ _ 22 FAIR OF HINGES - 4 STAINLESS STEEL .- T...-_-_-_-_T M_CKINNEY F'UL _ CUSTOM SUPPLIED BY OWNER t _ � �r�rse f�ra„+sw' rs var ' 2 PUSH BAR _ _ CUSTOM SUPPLIED BY OWNER """♦ DWA r ____ - -- ,/ 2 DEADLOCKITHUMB THRN 837 7 M BTSTK 626 - BEST VIEWER � COVE PROFILE _-_ __._ __ _ _._ _ - -- TO RECEIVE BEST CORE AT TURN OVER 3 � ! I I i M I 1 �' `-, / 2 CYLINI�E_R --- -------- ----- ---- S AS REQUIRED EST _ ' 3 _ A-0.1 / A O.s -� b o ` o'-13!4/ 2 - CLOSER- - PR_75GU_ NORTON - - � -- - LEATHER BELT I - - - ---- -----'------ -- =-~ ALUM. DOOR PULL (OFC I) -----_- -- SOLID PAIN F GRADE POPLAR -- STL1F�/F-!C}LDER ----_--- 450 H.D. 1=LOOF E.5 - - ----- -_ � PANEL o I tv I �, / RAIL(STILE SIM) 1 TIit�E�''H - -_ --_ ------ -----_- - - - ii y! 1 1 A - -- --tPEMKO Q c* 1 SIGN / - "~f-'.E5 DOC' NLOCKED -----.__- PA&IT GRADE POPLAR r COVE PROFILE _ __ _ __ BUILDIt, , ' t-'^ »(I � A2 THUMB' B WOOD PANEL C la WOOD ' - -_ .___ _ 1 - WEATHERSTRIP (SET) - 837_A Ht. - - - - --- - -- ----- -- --- -- �) f; M M TURN --- 10•KICK PLATE PANEL GIVING PER ( -� ,SBS ZERO INTERNATIONAL. EXTF_RIOR APPLICATION ONLY �- � N SUN-DOR-CO Dace SCHEDULE 2 - BOTTOM RAIL DEAD BOLT NIS1861 -01 ADAMS RITE -_-- 7/16" UP.ILLED HOLES IN THRESHOLD , c4 �r. r� SD-314 POPLAR _ - --- 2 DOOR PULL 3 PANEL DC�t�R DETAIL _ - L-- _ --- - �----_----------- -- ! -- - --- REQUIRED �_ � w © o � -1__------- HEAD AND JAMB DETAILS: Aa,i 3" = 1'-0" Ar,.1 �.� . 1'_p" � " � =� O HW-A-2 (PAIR EXTERIOF? LEVt=L A-2 ST(3RE EN'TFtY DOORS) (At.UMINUM/GLASS) � � � � � 2 PIVOT SET-------- -x-95 X 6e6 -_ ---__ _ _ _ RIXON __---- ---- -' - - +-� cf; cxs c cz 2- INTERMEDIATE PIVOT__- M-19 X 929 - -_-_ - - RIXON - -- -^ ----_--------- - A C _ e�, 1 PULL _ CUSTOM - -- ---- -- SUPPLIED BY OWNER 0 cl CL 1PUSH BAR _-_ CUSTOM __ _ SUPPLIED BY OWNER v- -- - J C � 1 - DEAD MB THRN 83T 7 M 8TSTK 626 - --- - - BE ST TO RECEIVE BEST CORE AT TURN OVER 6r T 1 CYLINDERS PIN- BEST - - t n 1/2" 1/2 2 CLOSER -- _ _- J805 -- - _ NORTON- --- --- -- _--__ COINER 41/2" / MUIJ-ICN 2 - STOP/FOLDER - 450 H.D.FLOOR MTD - - ---- IVES_--- - y - 51W GYP. 5/8'GYP, 1PEMKO - THRESHOLD 171 F. _ _ _ - ---- SO-EACH ,_� ctn cAC4 T ..i ; SIDE TYP. SIDETYP. 1 1 SIGN - --____- -- "THIS DO' H i-0 REMAIN UNL( AED WHEN - - ----- -- -- -------- - ,BAULK - _ -- _ BUILDING 15 OCCUPIED" BOTH SIDES - �TUD y 1 _WFATHERSTRIP (SET) 8879A HEAD AND JAMBS ZERO INTERNATIONAL --- EXTERIOR APPLICATION ONLY _ -- KAWNEER i _ _ AROUAED7YP, 2 BOTTOM RAIL_ MEAD BOLT "THIS D►',1�OR TO REMAIN UNLOCKED WHEN ADAMS RITE 7/16" DRILLED HOLES IN THRESHOLD �>� _ ry _ IE3UILD1IVIG IS4CCUQIED REQUIRED PRINCIPAI_R,ICHARCa OR EQUAL ALUMINUM _ 1_--__- _--__-•_ -___ - STOREFRONT SYSTEM _-Z? - � ! -7 PRESSED -_-_ - ---- --- --_- _.__._-----_-_.__-` _ -- --_--_ -_- �. b METAL. (SINGLE DOOR -UNLCGCKABLE PR016CTIMANAGBA t-- I L WELDED HW-B ) FRAME -3 HINGES _ -e A 2714 4.5 x 4.5, 652 -_-__-._�MCK'NNEY__.__ _.____---- --__-- -_____---___ GBL `- KAWNEER ANCHORED TO _ _ a OR EQUAL ALUMINUM STUDS Ai_L S ----� �_Y� _-----__ �---- - _----- DRA"� ` I - ALUMINU161 DOOR �R'° •r L.jlL-; IAROUND 1 PASSAC.9E .VET MO Q.�?�0 LN x Sc` YALE � STOREFRONT CYSIT'Ei~1 �-_-- S�CHEL�I,LED =-----f----.----__ r WITH TEM!"EKED �� T VARI 1 KICK PLATE _ K005012" x 2" LDW x 630 TRIMCO ---- PUSH SIDE ------ - GR Tobias SCGLASSHEDULE �� Al `----- ALUMINUM DOOR -� PFiESSE.D 11WETAl. i �� _ 1 FLOOR STOP/HOLDER --- 450 H.D.FLOOR MTD. .- •-----_--_- IVES NO REASON I DATE WITH TEMPERED PRESEL1 FRETA CAULK __ ___ _-_ ____ _ -__- __ - _ 9-41/2• ISCHEDULE EHEH. SE DOOR ANCHORED TO BOTH SIDES 3 SILENCERS 8S x GREY DOOR CONTROLS - -_ _---_ _ -- ---- -- ._ STUDS ALL At1fJLtND 1 ICLOSER _ 8501 x689 NORTON -_ ---- ----- - - - _---- HW -C (SINGLE TOILET)- - ---- -..- -- --- --- 3 HINGES TA2714 4.5 x 4.5 x 652 - MGKINNEY 1 PRIVACY S'ET� - -----___ _-._ M054_'02LN x 626 YALE 1 CLOSER 8501x 689 - __ --------_----- -- - - - -_--__- _ NORTON U!"kBOOM RSM 2- KICK PLATE_ _ 50 12" x " LDW x 630 --- -- TRIM_C_O__".__.___ __----------- --- -.._ ____.DOOR CONTROLS I� - PRESSED METAL 1330_ �.__.__ -1 WALL STOP 3211 x ,3 WELDED FRAIL I I VARIES ANCHORED TO SILENG�RS SS x GREY KjOR CONTROLS - j3TIIt)SALL AROUND _ SCHEDIJwcLf:fa _._�_.___.____.__.___._-.__._- '�. an1NG TYPE"x•518'GYP, .. P" CAULKING � �t� (EXTERIOR SERVICE DOOR ;•. OD. EACH$TGE TYF. \ HW-D _ ( _ _ ) ._- � TYPE^x~I&13^ - -._ f a- a 5J8" r -- -,I•- _-_- T4A3786 r4.5 x 4.5_x NRP x 6.'30 �- - QYP BD a-�'�a" TFI[NCiIES �' EACH SIDE TYP. '� 5!8"GWf3s I _.____ �.r._.._.._�__.____....._.._....__._ (2)STUD ALL --- -- - 3 Farb'MTI, 5/8•GWe -_'- r...__._.. 35/8"MR 1 _ `EXIT DEVICE 7150A x 121 x 630 _ j YALE AROUND T• _- ,�_ 7 �� / STub(-EYP.) STUD ,.. ... " _ FRAME rYP. ' _ _ f'"- - - �-� -___�r____ '�rP.) 1 CYLINDER 6-PIN M- BEaT- - _1 W PULL 109 x 630 ROCKWOOD ,. .. 1 r C�SEi� CLP-8500T x _ r g - POLAR - - .� i , _ , _ KICK PLATE _ K0050 12* x 2"LOW x 630 _- T iMc DOOR AND FINISH Pa Q. ' r ' •'' I w. q R OLQ 171 A PSCHEDULE , -_ - ► VIEWS KW R _OOD i JPRIP 142A ZERO INTERNATIONAL EXTERIOR APPLICATION ONLY YffOfVI DRQ 8189A ZERO INTERNATIONAL EX1-EnIOR APPLICATION ONLY Ptlt=.SfiE't!#AST �1�• � i -.. ._ - _..._.._ ___._._ _-__._.._._._-------..___._.._ _..__...___- __-- _ WFLDED FRAME Y 1 vvEATHERSTRIP (SET} 8879A HEAD AND JAMB 2.ERO INTERNATIONAL EXTERIOR APPLICATION ONLY A, TO � � 1"X PAINT GRADE - 1r4� a �„ � - _ __,._ - . :�n1Ds AR(3LINq - D(�QIa A56 I.A1a r1�Ia1 ---a---�< » 41 "� _ °�w-� �f ._ _.. I . .i i�ANIC i-1A1OWARE 4r40ES CIT �?EVK.E DETEX - - - - -.-_ -__._:� _ -. _____.___ __. l.- 11 ^ VARM DUS_ED �. (ID ' 0' a-��a� •o��• �r-cr .a ova^ •-cr-o'al.• _._._________- _.___._--__ VF5�LE 625-3286--Ol 02/26/07 AO 1MEMO ' ....-_.rw.... .,. f,. ..._.... .,....-^._ _ _..w..._."....... _.__.,........ _--...,..... . .. . _..___._:�__.r_w_»:........._..,..u.a. ...,._. ».»,.. �.,.... .r.,. .f......._.� �..f...:.».._..»,_._.-.. ... ...__.a .r.._...-............,..... __.»......._..__._ _....»........_.__. ,. _..-_._. .:.... .........___..._T_..._.,___..._._».,._......._.._....... r...f�..._._. tirr - ifwf {Mi1e^W7MHAR.nf,rwrrr. W 4"+bwfw.9lne++:. .r,•+rr,. ywYfWlw4fwrarMYMn.s.MM,rwn.ar_arw.Yt...:wrl_.AYtw.qMr►wra1M•Ie.f.IM.r,._r,*rYgMRr^yyM',^wurs9.s.ff.h++nMuiMWwM._w~w+cr•.^n4r.✓.rrw"rurw_wrarw:wfiwMw. .w,rrwrrY+v,w:f,Y.wrM+w.w.ww+ww.awrw.rx»,w^i,tr rafwW ...v,r♦.•wr.,r,wrr..w.w...w'vr+^I•wwf . an .r.. AA ,t , - , e i 7 x Y t I; , f r u: u i ... ..: d a r as i t a Sr t k _. _...,_..,_........._...._......�.,�..r .r�..,..w...w.�.w..+.+_.,. iw!rs r .r.."rr °..�aw+owwWM•.aw+k,w+..r . p i 1. r.,.vrs+...,.a.w.....,.,_.o,.... ,wrwwr rvsun.w°.n,.+r...wur.ww.�.�++►ra..u.«+�+w++..w.�.w wrwrr+,nw.w+.w._....n..ns.�r�."°rwnw.�.w+..w.a• ...._..r.,..�....�.�:........r. ... .._.,. .r.. �..._.....,...�.....w._�. �V � 1 � ,. i.. �...V;..:. ,.. `W .n.wr.•_w�...w.�w....w,._.�a�.rr.,.wr..s+.wr..r+nrrswr.w.rwrw...w...w_a.a_w�rw:.'•+.�e_ww•+r-.:.w.�...,... .rt ' J 1 i i ' � ; NOT AL,L MAT�RrALs WILL� 114�;FD�ALL. .�. _.._____r,,..._..,.......,�_.._... �.�._.w._..�.......,._..._-...r.,� NNISH PUNISH S�:HEDULE ��, :SCHEDULE • ...«,....._...-..._...:�...«..........:�.._,.......•...r .,...«.,.�.......,...�..-.��...._......+r.,..«�. .�W..._,�~��.«�..T....�.........,«...».......�.,......�+._.r,..�,......,_..«._..�w..:........��.,...'""'.._.... w,...........�..._....._....,.�_.._....._.� I �..»...,.�,,,__._��..,.._'�.«...:.....,..._. ...,..,r....�.w.r......_...«.._..-._.........,...�.:.._..�._..r�.....�...�—...._._.,.., ,..r._...�....,.,...�._........ .•.��_..�_�,,._......Y._...�.._. �.�� y�f h .1( TYPE rw►TEIZiN_ MANUFACTURER 3PECIr'ICATIuwc.Cyl l 'T_AME SPREAD ... .- -... FLAME SPREAD DOUG ROBIDOUX, AIA ' CL �`'lFIi7A1lON REMARKS TY"lr !y MATEMAL MANUFACTURER SPECIFICATK)MOOLOR (;1I1li.SIFItaATIC)N REMARKS114 ,t , - _ V!NY FLOORING M"tNlc3 TON _ 101 Nd3HT RACK CLASS AALM _ ALUM. STOKER=Fr+UNt KAWNEt:R opECJl1AL POWDI'dR COAT BLACK NUN CUMBUs'TIBLE4r STOREFRONT ---- a `'' ; SYSTEM - - VINYL FL OORNG, MANNINGTON 'AO OC (_Al5i'_. - ACCUSTICAL 2'X 4'FROST CLIMAPL-US -I- OFFICE, STOCK ROOM, UN BLUE. GLASS A J CEILING TILE U8G SO EDGE. WHITE,GRID A CLASS A EXIT CORRIDOOR VINYL FLOORING MANNlNGTON 123 WHEAT CLASS A AWN) FABRIC MARINE AWNINGCANVAS AWN!NG SUNRREUA CLASS C EXTERIOR STOREFRONT COLOR: BLACK,0 46r38- CANOPY,OPEN ON ENDS FABRIC MARINE AWNrNL EXTERIOR STOREFRONT VINYL FL04R1tr1C INANNINC3TON :^46 BROl+f2Tr_ C'.U►SS A AWh12 CANVAS AWNING 5UN8RFLlA CLASS C COLOR: ALPINE,#4655 CANOPY,OPEN 13N ENDS 7bil rbrrrir�ee"d tba dr.rrr�bK'x un[br plrpriy o/ T-- _--� Ibs Anbitt VINYL FLJOPGMANNIN(ITON 259 0-IViA IlOPPE OR #10 -BACK CLASS AJ33 ; EcCl OFFICE,STOCK I br ayn.wrtbr,rnc�rn;sr eujn war ROOM o/plu-bc,rtire wlfbrrrt tbrlr rr+!rrr rW►Mxf n yro;Atud axd axr ix,1FpI will it txbjeu it VINYL FI_00RWG MMNINGTON 133 ALW1tll"iL7lNE INSERT R►DG, lrgalart,'ax. DECOFORM GRC BASE MOLD BY"DC__CO FORM GRC SASE CLASS A SALES AREA 8 EXTERIOR(0,CONFK)U) COLOR-NATURAL.FINISH W/ �-- 416,7455.4970 MATTE POLYURETHANE TOP COAT SEE DETAIL, NO TE 3 cl- VAh WQOLIQASE BY GC 3/4"X 5 1 17 PAINT GRADE I�POPLARCLCLASS C FIT ROOMS,WAIL UN!-IS,PAINT ux CA 4 JEANWALL, PAINT 5182 STONE BASE -�— OREGON TILE MONTAUK SACK AND MARE3L E SLATE STIOTW658G NUN COMBUSTIBLE CONTACT: 206-762-1858 t38 BOARD AND BAT TEN BY GC PAINT GRADE POPLARTENC 13/4"x;1ltl"BATTENS. SEE BATTENS OVER GYPSUM SIMONS BRICK g . — - -� ----------------. _ - -- ----- �B THIN BRICK XJ14-712-7ILE&202) INSTALL @ SALES 71M WATSOWt� DESERT SAND NON COMBUSTIBLE AREA SLE NOTE 3, 6,7 4 u �i O MASTER TIL.E.CUM _—_---- - I --- — - •- � --. L.3L LUMBER Clul CROWN MOULDING OFCI CROWN AT JEAN WALL CLASS C PAINT A 'lEHICX AT SALES AREA METAL TOW"Tom ` J METAL CORNICE CHICAGO METALLIC CORNICE 63.40.026 NON COMBUSTIBLE L.AY_N CEIUI NOTE 3 �C CERAMIC DILE DAL TILE 1?"x 12r FIELD TILE,#0015, WHITE NON COMBUSTIBLE AT RESTROOM .- 6"x 8"COVE BASE,#P-3689,WHITE r C GT1 CERAMIC 7ILE DAL TILE KEYSTONE 1"HEXAGONAL-0317 NON COMBUSTIBLE AT ENTRY --- -�- --•- -- - --- � � WHITE MOSAIC TILE C72 CERAMIC TILE DAL TILE KEYSTONE 1°HEXAGONAL-D3 1 1 BLACK M05AlC'TILE NONCOML "ISLE. AT ENTRY _.,_.._. - _ _w ___._•__..�.— _ .._.-._._._ __-,_-� � �— PRE-ENGINEERED � 5!8"X 3"T&G WHITE OA}(STRIP, � 18"LENGTH MINIMUM; � � - --- --• ---- — ------- - --- F1 WOOD FLOOR PACIFIC HARDWOOD 5!8"X GRADE FLOORING CLASS C FINISH-DURASEAL f�ErIETRATING cr OVER SYSTEM WiST CARRIER FINISH;COLOR 210 NEU i L%L;MATTE SQUARE EDGE -_- - - � ro cz ~ -- ENTRY TILE,NOTE 3M F2 12 X 12 STONE TILE _ED-PANLACK T!LI= #57 GASCOGNE- GLUE NON COMBUSTIBLE cn-)j : N u (M CLASEN- 714-529.2364) O N TO BE DECIDED 18"LENGTH MINIMUM; 00 (X ----- - — F3 WOOD FLOOR BY GC CLASS C FINISH-DURASEAL PENETRATING o - - _F!NISH;COLOR 210 NEUTRAL;MATTE O O L U Zi i O FIBER r SEE TOILET ROOM a p Q in fl c� r+R? MARLITE WHITE CLASS 0, _ REINFORCED PANEL - - J �_—� --- - - -INTERIOR ELEVATIONS C � w � O __ -- CUSTOMINTERIOR @ BRICK �j`� in rrt� GROUT BUILDING.SUPPLIES #10 ANTIQUE WHITE SERIES CLASS A SEE NOTE 7 f0 �. uj PERFORATEDLID STAINLESS STEELCHITEC 1 URAL SQUARE#2(�0,40%OPEN NON COMBUSTIBLE ARC�II TECTURAL GRILLE {}R1 � 00 METAL GRILLE GRILLE 14 GAUGE 00 1-8 -387-6267 Lo Lo --t - ____. r- l STYLE#7 W/MATCHING GRID 2X4 LAY-IN PANEL GRID NATURAL TIN PANEL CHICAGO METALLIC 0371 (PREFERRED LACQUER MILL NON COMBUSTIBLE PLACE 4'-0"SIDE FINISH) I PARALLEL STOREFRONT-- PI PAINT BENJAMIN MOORL= 1IC84 ELMIAA CLASS A EGGSHELL WHITE--- PAINT HITE, ----PAINT ICI DULUX BL.A0,K :LASS A SEMI GLOSS ACRYLIC PRINCIPALINCHARGE J C PAINT 3EMIAMIN MOORE ( HC100 GLOUCESTER SAGE CLASS A EGGSHF:LL -- HROJACT I.IANAGUR METALLIC GRAY GR 1BI' -___.. __ ---------- --" - P4 PAINT RI SI'dLE1JM APPROVED RAY G CLASS A - ------ ----------- - - nxAwN BY _ ------ --�---- .------ - ------------- -----M-.--------- - ----- ---------- P5 CLEAR SEALER— DURASEAL COLOR 210 NEUTRAL MATTE DURASEAL PENETRATING FINISH GRTOUt&S FINISH SCHEDULE NOTES: _ .___________ _ _ _- _ -- __-- ---- NO ' REASON DATE PLY PLYWOOD LIY G.C. APA, EXPOSURE 1 GRADE A-B, r ,� _ L _ I--.------ CLASS A NO VISIBLE MARKINGS ON.EXPOSE[) SHEATHING, NATURAL DOUGLAS SIDE, F.+C:NG THE SALES AREA, USE FIR,7 PLY ADH,uFt NOTE 9 1.ALL FINISHES TO BE CLASS 01 OR CLAS``,Co OR BETTER(FRAME SPREAD RATING OF 200 OR L r SS) - -- _ - - - -------- - R- -.-- -- - ARCHITECTURAL. SOUARELIW:'4200 2.ALL PAINTED WOOD'f O BE SPRAYED,NOT BRIASHE-0. d 7''�R DECORATIVE SCREEN GRILLE 40%0PEN,3TEEI_ NON COMBUSTIBLE OWNER TO CONFIRM FIN61-1 _"'../ METAL sCRE+.N 1.SW.;387.6267 FINIS14:CLEAR 3.140 SUBSTITUTION WILL BE.ACCEPTED. .^ - - A(+#3DlZED 4.PROVIDE WATERPROOFING MEMBRANCE:UNDER CERAMIC TILE.AND EXTEND IT 12"0 WET LOCATIONS UP EVERY WALL. API-n0r4ED DEOXORM GRC SILL MOLD BY"DECO FORM" MA.TERIALS."UTICRETL 9235"BY LATICRETE IN'W-RNAT1ONAL;"PL ANICRETE W"BY MAIPEI CORP.;"HYDFK)MENT ULTRA.SET"BY BORTIli;DEX-O-TEK STOREFRONT ��.., GRC SILL (D,CONROL)) COLOR-CHARCOLE GREY W! CLASS A SEEEE DETAIL, NOTE 3 416145.4870 MATTE POLYL IRETHANE TOP COAT 5-APPLY WITHIN COAT OF MASTIC ANO WIGGLE INTO POSITION. SEE OETAIL 6.2X850."S THIN BRICK-DESERT SAND W171-I 1/g°TO'ir"MORTAR JOINTS-SUPPLIED BY IMPO FAL.ZTILE-MASTER DISTRIBUTION(714)97111••8805. -SV1 PLASTIC,LAMINNTC WILSON ART-- FROSTY WHITE#1573-60 CLASS C OKICE COUNTER SUPPLIED BY GC 7_POLYSLEND SANDED'TILE GROUT FWJM i✓WTOM BUILDING SUPPLY sC-.RIES 1 #10 ANTIQUE WHITE,GROUT W/BAG-KEEP BRICK.CLL'-AN TC3 TONGUE&GROOVE By GC 1/2'X 3 1/2"TONGUE 6 CUSS C DURASEAL � �P5 if-PLYWOOD SHEATHING TO BE FASTENED EVERY 12°A.C.W IT H GALVANIZCa STEEL STAR DRIVE TRIM MADSCRE:WS(.0722-TT6.7X2 1/+4 WEELY S I-8M-44,; GROOVE WHIn'OAK BO`RDS PENETRATING FINISH 1637)AND ARE EXPOSE.0 CLEAN AND FLUSH TCS L FrNISH". FAMNO PUTTY. PLYWOOD SHALL BE A"REO TO THE METAL STUD FRAMING WITH SHEL.IY';i Lkwlo MULTI-PURPC)1 OSE TRt�CT � W PA NT GRADE POPLAR CLASS C WPA , WALLPAPER COVERING AARON ITEM#31507051 CI ASS C AARON 001 �WQ'P WALLPAPER OFGI _ CUSTOM CLASS C UFCI FINISH SCHEDULE & NOTES >r EX~ EXISTING FINIS)' (FUfrk3Tll+q (EXIISTING RESTW,r04 -- coLon TO MATCHr^ SW F SMET VMYL MI INGT ON A111ACENT VCT COI OR CLASS A RESTROOM, SEE NOTE 4 _a_•r,-w ,r..__sw_...r.,.�.w.rrr.�-_u+. ,wrr�rr.__ar_rrr..r .:._,w_.rrr,ww.ww.—_._ _w_. _.rr__.e�..___..__-_.• nr+_--__n.___+_ _—_ ��- P t :. -_. .. ._.wr.... r,_,w,.wr,..wrr.rw....rwr ._...w....we.w...+...... .._rwrw__:r...r_.r...._rw.r�w.,w..._ "'•_...•'-'•'_ 625-3286-01 „ �w++rr.+ ..rear.n.,,r.,..w.w.....w�..rw.+....+ ..._«._......_.. _: .. ... . :. :. ., .. .,. t 02;26/0' AO. ! — ai.axaewur s..i + w ,,ia,.io', .air aVl :rrr rti+, ,M+ru,rn�a.agerw wr,w.eo.wr..nr...r.+"-..r«.,ww+r wbu.r.r1wnr..rar,,.aw.»rwar. 71 o 1 M „ �Aw�Ist - ,i t , . .,r.,,: _. . ... _-., ...... __• ,_,_,. _ .. „rz.wr,r�.. .c•-.':- .a a.;,,.-. ,.. p,,,.; ,.. -., -„ _- .. .. .... _ - _..l,. _ „r,.r,.. . rcr::,•.d a. _ -�"F 1:. .w..ar.ar.wy,,,ryrtwo.�ys:wv .ww_rw_ - eOi/MYMI1lYMF :iM«w' : w+we«.«,.iwwM. WPI,FNq,,YeVf./4YIIUM4iK,iwYMMY1-N#otifYli4r.YM k .: e/WrtMMY/_SbniF .PWMMlPMP_rt.N. .Mayi 1M'YH.et«y ! w r NMI a,Mill,MliMwt ,.1tt, frtYrwIw1,M.w.✓IfnY.ryrW„y ..RV / Fww..wMl«►Ir.M1_,MIYI! KEY NOTES i1 )"DF M SQA. %*ET METAL B IKING KHOO GYP. SD.4`W- A+i 3'-s)"A.F.F.TO)"-W A.F.F.AS BLOCKING FOR WALL DOUG ROBIDOUX, AIA . ... SHELV>".r,. SEE PLAN IRR E:WT LOCATIC?id, FOR WALL MOIANTEt;`PLUMli4EP!'S PIPE,SEE i4LE'�!A'TIC1N:�Fon MOt1I�PTMICi l HlF:IC�•IT OF MTL.BACKING. QLAC.VANiZEO)ti0 --- GA. SW-;E-T METAL � 5ffi"GYP- BOARD SICREWED i`0 SL:MIM',W/SHEET META] SCIREWS SIZED AS REQUIRED [2] GFIAB SARS TO HAVE BLOCKING REINFORCEMENT WliERE RE-ciumD. 18' 3" 4 r�ROVID. 1fi Ca/�SHEET ARE fAL EIAGKINC,&WOOD _9 EXTEND WALL eAPC'R Fimsii 3e BEHINU WALL UMTS (1.LF.j .. ., �"'a` 101.2 3t�" C� CLEAT FOR 814ADOW SOX. SHADOW BOX O.F.G.I.1�P f*RE REQUIRED. �lUNi WATERFfi1(yp+FINQ _•-_ —._.._.___.._____._. - _" (1.1.1 ,}. .....,_,,,._� iPLYWOOD SIiEATHiId(3 TO 8E FASTENED EVERY 12"O.C. 1MO?'Fi(SALY i 7i:�.�ilganidde+iuKs,bBs'R,m tM,r propenr„� TO A M1NIMl1M CJS 8' _ ..._ _..._, v_...,._ _,,........,-- -� Al UTA « r At+I�D STEM-1 STAR DRIVE 1rRiA10�AD�;REWS .0722-TT 7 9WAAUAi OF 1/4 , FILL� HOL,ES WITH PUTTY TO MATCH PLYWOOD, PLYWOOD SHAU-BE ADHERED 10 THE METAL STUD WALL FRAMING WITH SHF �IL?UIG HAILS MUL TSS ANO E TW SLAB _ - �_.• D I I 7rt�^ klMgnX Ti.relDroadllrWB,�Bpyu��Br Btbn w,r ,_ I Pll�i,"'-{JSE C�tNgTTiUCTiOd�!/4i71•EC�SIYE. �f�s iraai�s,�tAr�r tAar rvrittn,Burr n �'� •,��..._� �..��_�—'_,_._—..___—� .._.._..��.._._..___.._..._-- ..._.—.–' __._.`_--_.___.— ---------- —. ____ .—. ___._.__.__.... ^_ ►dB�Qywfr,ir/;alrrNtsY!lbprrb�<rro �k aMw�lL.w N01 OTES 10 i }` TOILET b 9. PFiOVIDE wooD OR 20 CIA.SHEEP mET'&gil_ccxtNa Fos aRAB 5. ALL CONCEALED W000Iii C?CiitIVG 1 O 9t FIRE�iETAFtL�E[7 TfliAIED - —� BARS. �f 2, ALL DIMENSIONS ARE. TAKEN FF40M 01arSIDE FACE OF oATL. STUD WQOf}, � XeAS L �' I 6. RE-SPRAY ALL DAAtAGEt.i FIRE PROT'<CTION AROUND COLUMNS. � >LT� LEASE LIME \, ` UNLESS 01 HERW SE INDICATED. .� OFT J "'! a { 3. ALL EXt�71hK,a 0O U TIONS ARE TO eE PROVIDED SY THE a I,r A AN('r'�.�S,(;A -- 7. SEE BUILD114Gi DETAILS•SHEETS FOR TYP. ROOF PENETRATIONS&MOTES 1 ---- I .. . . . ,,,,_ • : .._ .. -, ., LANDLORD 8 -- VERIFIED BY G.C. S- THE G.C. SHALL BE RESPC*tv-19LE FC3F1 DEMbI Il ION OF ALL EXISTINC.i 4. ALL F INiSMD WOOD TO BE sMED W/FIRE RETARDED ISLE NOT INDICATED I S PART D THE 1 IO OF ALL E ISTI (�� iNrLIMESCENT i � SEALER TO MEET FIRE CLASS'S"i�`i'I"INCii OR B,E'�T-dER. g FLE)O�t SLAG ABOVE ARE POST TENSIONED CONCRETE SLAB.,,ALL PENETRATIONS INTO THE (�A&'4* 1 \\` ' SLABS MUST BE BY SHOT PINS WITH A MAX EMBED OF 3/4'.ANY DEEPER PENETRATIONS _ 1'Vlll REQUIRE LOCATION 9Y LL SELECTED X-RAY CONTRACTOR. out LEGEND �..__ WALL TAG SEE THIS SHEET c I �f DOOR TAG SEE SHEET A0.1 � EXISTING WALL _ • NEW WALL SEE PLAN FOR PARTITION TYPE I VMS I*am ELEVATION TAGS i I I A5.0 L TAG SEE SHEET REFERE�E0 X SEE SDETAIHEEi REFERENCED � 6W 11 Iia, L EXISTING —_1 _—_._— - -- — 115' 01/2"_ Z f W-03111" --_— — ------ — —. —_______—_—.___ - - —_ _.—_—_ 6" Cy"�LUMN � `f �-- _ -_- -- __— — _ — — _ - 1�� —_ 2'-0' 20' 10" ---v 3 ( � K 1� `4)Q -- LEASE 20 EXISTING - LI'r MISING WALL �—� LINE 1 � .OLUMN TO FIEMAiN Cy LEASE LINE -__{{ --------- ---- 000* CU Cc ce) • I t_ e i FITTING 1 I � + i� � --�__"'� I L`�-'1 et) c' C\J 'VEsl'IBl�t_E 4 I ,36 1 , 0I` I I 2 I Sim. 1 3 i 1 v� Q ! 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SEALANT A411NdYAIN 1^I�it Pd%TIiVfw, / 1 _ PR0111 BLIP iEII;ISFIa -0"O C !M ALTT 3/4 PLYWOOD. 3 �`- PMVI F 3 W1"i ETAL STLfD x I / " l�� PROVIDE SLIP III 4 �C'TON TC DECK S 1A / -_-__ . DOT �f �`; " CONNECTON r " A , PROVIDE SUE' • Itis SEE — 3 5J8"METAL STUD XtB .� �. 1 i fiiN1E#Mi CEILING PER PLAN PROVIDE 3 WS"ME1 Al.STUD 13 GAS C�Iwr�cT's�I T(?ICK �^� � �� FRAMING� 1t3"O.G.O.c. ` k _ _ KICKERS 0 4'-0"O.C. IN �{ _ .__ ______.___ _ _I' 1 , �✓! 04 ALTERNATING CiRFC.TiONS:iE, ' 1 .._... 1 – 6 PFKN!DE SUP CEILING _____.w. �,, i i CONh1ECEON TO SCK / .._�� --- - � _ PER FLAN // , _ , i' H CF:iLII+ I 1 I - , J "`" ""� ; r` ,•*'+/ f+IJ�N! 1 ' F CEIUNG 1 ! _ _ _ + , mss- _ _ Ic CVy�S�y�s!�f4�• �cW2 / �.,�y t� sp,� EXTEND Gy.H T ;'/ n ?STENO)GINS 6" r / AfoVE FINISH CEIUNG i - "'GIME CEILING ABOVE FINISH 1 , , ' 1 1 FRAMING 8"METAL S'1 i?D ___._. 3 5/i1"MEI`AL.STUD X ' }° i i err 1 r , _ _- IiAW_ - 1!¢ !1 itr O.C. ._ . ; .,„,._ _ _. _ • � _ _ ,. -- EXISTING WAI.�'�;cx.UMN - ...._� - - -_. WALL PAPER F"ST>� f I ._..__. FIPN ,,.I CI;iL�hIG PIE:fI 7�.Aiv1 f�r t M11iIEaA .OCXXMF. �jy _ ' _..i _ 1 1'7Y�'E"7C viWf I_ % \d , _ . , MAII+itAiN 1-6ifi 1 i 1 'TYt X" C��tB �___ FLOOR PLAN! ,o JM AM SAYTII ,r�jJ I , , TIP SIDS r' / i ? FiNi%f CE-It RATM , _ ._.._. 3,W MTL grUDS X 110A `�` �►TOILET ROt?AA PER PLANINfi FNI041,�IEIIE OOCURS /' J �' 1 , 1 I 3;°'#A"METAL.STUD X ,•'`' , " s t t (� , �,.y>j.. w 1 JG"O.C. EKY T.(J.C- / 1 E '' r BCl4F�AMCd l ATTEt+I , I , 16GA 9 Ur O.C. i . � ' � - r -_., a —_ 3&W'METAL 10 CIA. i 5/8"METAL 18 GA - cls°TYI'F ..c t�WB , '�,.__ 1 !1E(Xt:4Ji r '� - 4G AOS i3 __ _. _ _ + _. , r' r� i2N1 BNTIE CIf�11.Y 6° 1 , 5TlED f 1 e O.t.. STUD 01!I"O.C. I LAYER Tim"q" * i ; ""�� WALL.PAPER ; i wmm OCt:IX�i � « �` l..._. � r s ' S TYPE "C QW8 90114 US / /` ��_...,. _ _ .. 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Na'EE.S - 1 LOCATED ON CENrER TYPE SYI�iBC1"1 CIE EIDE OF CEILING TILES, ASSHOWN A ftNDMf iTXt+IAT£ FKFEA TO VA2.0 1 w5dr 0 fW40M D WALL W)f#rFA rma"WITH omwo _ } h F'ANN:1-'JRlENVTATNON: °-- _ _ 1 ea �cx;lurT�IxTu!st t.iortrs r�n.wi�racwNr�o �a6 arr for pn�s! _ 7l SHORT SIDE PARALLEL - _ " r» uxr va-Ac3&TwcK wcrura r�rtH ro zAYa rp ,oopg q a ,. 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L'-J L` ��LJ l�i Ii4 I(U — U3J SIGNAGE C� LIGHTING TRACK t _..._ _ _ _ _ _ _ _. - II _ AND BAND ��+ f(L7 1❑ .3 �i©,s`.-]� '-] Cn�ll_❑��[� f�� ❑' ❑� ❑1 C� ❑��CJ C] Cl aI Ll� C�(� r.I C� ❑ I�C7 ❑ (❑�r❑ ❑�t�J ( ! l��[`_'JL�'Jt�'IL❑�L�_'1 ( 0 0t 111 U�� ' _ �-S�� CJ�-CT �CZ' iC r_C3__ _❑,iO ❑ Q ' CJ r❑_ , ❑ L_7 ,(-L7 �o �_C-1, [�_ _Ci. 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' _ ,.,� , 1 I _ �� I L� ! LrJ1 t: �ca� I L'�J [� I e1 r., Ca l ❑� Q Q r� ❑ N ; _ I i (t " YRINCRAL iN CHiiRGe T n I ,_ _ I 11�-� - + 7� C 1 1 t ,r► - --- - --._ HANGING`HIRE a'C C �l C�(�� (1 1 - �� ,��i Q CJ Y - , -_ C_1 Ca _ PIPE HANGER jc 2y .. T 0 d Cl C� L'] " i ❑� 9 I.j 223-119! �2�3-]1C❑( LJ LJ ©0 ►� � - - - ^ , _ _ � vaotga,MANAGER SADDLE 0 --- _ ---- GBL / CONNECTON W 8 EO G G L _----_------ _-.___ ua � xLz gd&L ' 'e GRTnbias 444f ' oW NOREASON DATE `- _ ...�� - r -- CENTER LI HT FIXTURE +9'-0* 1 owl ! ;31Y8 t 12' 0" �-- LINE OF METAL � r 12 -0` �_�S &FANS ON RL TILE 2 .1 C�-.:_. ". NATtII'�& N �. CORNICE SEE A�.1 IyIA FtAL TIN PATTERN T YP. SEE $i;12'-0" MTL ___ -� CW8 LiNE OF WC ATJRAL TI t.,FtOWN r 33 LIQ OF 2 � �1 STANDARD J BOXCW0W'N . ,. rINt.S!•i CEILING 1 r �• METAL T-DAR ------ ;" PLAN , n i wo ` 1� 64""\ T-SAP! 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SECURED AS RC-gUIRI=ii TO LANDLOFID NOTE 4 7 ON- N � STRUCTURE ABOVE.SEE I I / l3riFET Cs 1 UL-G8241 LANDLORD NOTE 0 7 ON E j DESIGN!RATED • I� ANGEM, " �f/ SHEET CS-1 UL-G6241 , E /� 5182 DESIGN RATED � _ _ ---- �j� ��✓� � �� i OF t i + I — " ALUMINUM _ - --- t2' 0 1?" 12' STOREFRONT ©ER I ♦--- '- `� tic ALUMINUM 'l _ __ —.. - COAT SLACK I ._____. � , STOREFRONT, - DER COAT BLACK(2;'!D - --'--- --- —_—- I --- _._-- 3A METAL STUD©32 SHO P Nfi GER II�.C. D x G E r S i _------ 3""METAL STUD HANGER WITH � 7 1 SECURED AS REQUIRED TO .A:r►i�;BMICA i HILTI ON 32 SHOT DINS @ 24"ON U.i3O, STRUCTURE ABOVE . SEE LANDLORD � Tara Talon tro sat � SECURED AS REQUIRED TO NOTE 0 7 ON SHEET CS-1 STnUCiURE AE OVE . UL-G624t SEE LANDLORD � - I ( � DESIGN RATED NOTE 0 7 ON SHEET CS-1 UL-0241 DESIGN RATED -~-_ 1/2"1&G"WHITE OAK i ,--- --•, BOARDS ON 1/2 FRT i --— 1/2"'T3G"WHITE OAK I i I BOARDS ON 112 FHT � PLYWOOD ON 35/8"MTL STUDS 16" I I n^ i I PLYWOOD ON 3 518" a' � O.C. P5 v� — MTL STUDS 0 i?" 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METAL STUD —_-- __� GBL jFURRING `k: --- - -- I —'� , DRAtVN HT --- SOLID WOOD OORNER TO GRZ SILL —_ \ j a ' GR'TOb1aS MATCH CEILING AND WALT. ,�}ti? 1118 *_ FINISH NO REASON DATE 5/8" TYPE"X" t;ts 4N GWB ON F" \ lk a SECTION DETAIL ...._. .._ Mn STUD z oor -Z ool ii URC S .C .J / ell BELOW � �� ALUMINUM -- _ - J •� / 'A STOREFs?ONT � � / / MULLION( / _ 0' 1 14" 0 , 1/4 � a-4 112" f ALUMINUM / -'----- Ai I;L41NUM - ----- •- STOREFT110Nr STORED ,T 3/4 METAL REVEAL. - -.---_. MULLK)H �FAUI LIONI -, PAINT rINISH.COLOR CE D CL"X i �r - PER LL. I ' ._ E- :SILL _ t�(~1.Crl1+ r S .��: . _ _+_-1'-2 tl'2" ..__ STOREFRONT b WMAK WYAL TC MAT^,l•I STcff..f"w"T PAAw ArraCrl:, �►�', ' 7 PLAN DETAIL - NEUTRAL PIER 025-3286-01 STOREFRONT CORNER MULLION STOREFRONT MULLION s S 0RE R+C NT CORNER MULLION .1 ar 1`-�' I�4.1 fate y'�" 3" Aa. 1 3- „ -O„ 02/26rO7 �ff-- �4r • �MMI".JI.MwMM•IMCIMrAagI�Y%M•MN" :w/r"rNIM'MIM,4A tMMURa. -vrwWM,M""i✓rN+.rtiMNWNrwdH+w./MW.+f�N"Y" RMA.YFWMMNWIIMMMl1MNfv". 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WiN VENDUR TO SMT �' LIM v STOREFRONT SIGN SHOF 1e r.„ k DRAWINGS FOR LANDLORD } APPROVAL , 5 ' �p Y �- .rr,r�rrrr„,wrrare+r.rar�rrrr�wrrrwrr,r b i '�Ar,Jrrr'n ,�.J J�:akr �.bNvr arf!bf ra ®/ � n a►tr �'�� :x��'"�"�� A l.ba/1nGiAett 7 br rrpnArtti�s,i�Gi�aiC ur Whrr n.cr `'i >' � x+:"rr�„•,J" 4f' WW ' $/�*0rxQ mf4wi tdfir Grill”rfm list I) J; �/�/ {�") rfAibJtad and as n� flrt will be INS ct to 0. LANDLORD NOTES. I y r 1�.� if VENDOR T O SUBMITSHOP f , .t _ DRAWINGS FOR WESTFIELD T PERMIT AND � � , 3 xr q APPRO dAL PRIOR O r rq' FABRIC'AT'ION. ux i1.�7JLti. y Eifr:r 5182 N y p, 3 Y A X n. 3D pc'�/I E�1I' A4.2 Xj%,jLjEjWjLC 2k 4 , •'x t t ' )':i; t Z ' 16 0 1/2* 'Sl BURST"APPLIED VINYL Gf3fIPklCS W/OPAQUE E3ACXGIROUNI?BY SIGNAGE VENDOR-'r+11RA1'TO 31D>r STOREFRONT. 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OI�IV TO10 �?1 R904A nm INTERIOR ELEVATIONS ' .L� • � • '� _ ntrr; <r •' • -•� �. w• a,_ • ii iii rs�l�olrwrlr ° • .a . .- �.� � • —__ _ � U b INTERIOR ELEVATION SALES LEFT3WMt .. 0-3286-0 1 2►26/0A51 _ ,.,.�..,...._.w...,.r....w............��.....r.�....,..,....�........b....... ....b.....Y.�....•�.•.�.�...bl�.,...� ....�..r.•,....,,.�.�r.�..r~..� .._...�....... - ��.a.........w�._.......a...,.....,..�.M.�bb....�.<...a.....,....�.��..��..,��.�.........�..r.w ,r�..�.w�...�..�....�._r.�..:...n,,,_....ob...,....r...•� ..�.. .......�..............�,....�...r....�,_r....�........ _.._..�. imp, r � e j, w ' r. t N i i` Ilk, j" K X� 1,4 I 1,p R7 OUG ROBIDOUX, AIA AROMEM' ........... 0 hij 4aw*a4d de Aigs jbn,x 4n th,pivipayf 1ho Anhioa Us eber xic p"kkkedod ary afrimgmemi wit it mbpa is OF, - ---- . .... P004 OVA............. Los 5182 elk OF pro, PRINCIPAL tN CHARGE j c FRCHHCT MANAGER GBI, GRTobias kil #TOR ;01 49 204 r6 INTERIOR ELEVATION Ito-% Wamm -01 625-3^86 .... .. ......... -7.�� '40111 -77 000 rpm 4N. ..,.,.4...e•a.u:dae13s1�iaa:w.,�....•ycy«_.:..:.-,_. ;_. ;.. .,: .a..:.dv„A...:+:.. .. A +rwwwr.rr ,.....:..r....r..w.,.rr...a,. .r..srr+.+, .,, .. r:a rimer,r.+...+.wr..s+w.w.,+.+rw+ n.wtiw.nrw ...uaw.+r+ e. .r,.r• rrwwrrw :+wwiw+.aw,.wwwrH..wHrlYwlaw.nMMw,Yrrti•M►W.+.wwwMrYw w. ...,rw'•+w•+ wuMMMwNweMFw.rM+rwrr •Y, I 10 Rim ql�,w . _. _ .•f. r._..« -.. __ ...:. ....._.w.:.._, ...rrr:r, .ew..... .r.r,,.+++s_w..rrrr..._ ;d r . � 3 DOUG ROBIDOLA, AIA ?-61/4• _._ -__ I i _ {! !, I I a __�._ _ _� p1 c► PAINT GRADE 1` _0'f y Tir\Pt_WLAR Pti�tlN. } ,,/ I Lu uj r)] 3 vEa�Tp8U�.E 1y I I , I )Ars drr�x'nR ux,f,bc Ita4x.rbsr•x rxr lMprnprrl)q% ' . — -- - - -- .._.._ -- � � �) CL 3ti I \ / os be O I fl t + I 7he.lrcbi/rrL I9r rrDrtr:J6rclwx,apxa,�nratbt►rct _ or-51W o'-611r 0`-61/2" 01-51 I - _____ I'f I 1a I \/ b I I ! ,•r I n tbn bswixx avitAwl tbnr writlm rxxrrstt it b .—_ /\ E, I �) (� �_ I r) CrobiAitrd elxJorr ix/rinRrxrxt xal/br iwbpct h I \ i WOOD MOULDING C� __ __ _... ► I I � � :) ! 1 � 1-0 i , j ,— ! I ! _____._.__ 0114 T•U 101 b HANGING HOOK PROVIDE[? � - -V F3V MILLWORK VENDOR 4�6 3r13" PAIN GHADE _____.__�P _.._�._- . -_. ` r POPLARux ^�q•;--� -..,..irsr..Yror..r...r b NUTS: INSTALL SHELF BEFORE . U)S ANGELES,CA BATTENS ARE INSTALLED 4 FITTING ��t n�� r4A 6�1 i3ia TE�.�y�4Tla�f ELEvA�"la�f _ _ 4C E .EVATIa�V �� .EVATIa�V___ _.. . � sis2 a\'' a FITTING ROOM SHELF ELEVATION 3/ew � l'-G" A5.3 �� 1'_0" As.:� �g � � _a A5.3 3/r V-0"V-a A�.� 3/8" � 1'-0" OF n� V 4' I . � PAINT GRADE k5.3 � O ---- POPLAR 1 i� Y 11 c A r 3 }--- l..r� - �--- ---•�•�--- - I - *■y .��a��Wil. - - V+JUUr.I MODLD; ,- PROVHANGIDE HOOK PROVIDED BY ILI MILLWORK VENDOR z-0" / I I PAINT GRADE I + I t " POPLAR I t' _ _ I I I P1 7 I I i X W I i I I .n Z D A5.3 o I Iw I a 143 g LL I I I ! ! a I I 7 r7FITTING ROOM SHELF SECTION "�1 _ I oi4.�.3 °' A5.9 -v AB. 1 1/2" - 1'-0" I X ` � - I -- -_.,. � �- � -' � �- � ( \ � I 6 �. I z I � `" 0 �'°. f I z �' I z ' I �` % i A5.3 LL1 + - � ,. o I I U U I I \ I t '1:f:...,,:•,¢Y,:.,1.J.p '; r,9•.' :, .?t! I ti^," i C'f ! I ! 5. I '1•./�w e — i % _. I I :r.!i..' ,�3 2i' 4y�,-1+., •.,:.;' .ti l.f � t, V 1 r L ,. % a I I I I—_ — 84 co i 1 I ( i ._L.l_._._L1�L�. cr r ` I im i I I P1 1�1_—l. C O /� X14- -------- - #---__.' ! �-- 1 -- 0 SMl .IN, � cr " }r * � � Y ' --- - -------- NEW OR EXISTING WALL `� _ , •.>�.,.i...,.., YM_�__r_�_ 6 '`� a 3'-si 916' 3' 2 7x8 J (� O "' w 8t �k� ;ti �, Y —--------- — - __. _. --- 5/A'TYPE"X"CWB O .0 U ,.a \JJJ /�'� :.•r � P, 3 HC FITTING ROOM FLOOR PLAN Sia ELEVATION 63B ELEVATION 3c ELEVATION ELEVATION � cc a co 1/22- A5.3 318" n 1%0" A5.3 3%8" � 1,-(}" W3 bp w � < w �J8" ��-0" A5.3 Mf•JI' p1 3r17 1 -O A5.38w ; �'_�" Q 5 a. 1X2 Pc3PLAR TRIM p1 _ cd " r V/ TR C� rJ 3' 11 3 11/4" -{ r _ , sr �'` —_ ---- 5Jt3'"TYPE"X"GW3 r'"_` ,� 1 P1 , __ __ P1 . _� _`_ LSA .. r Lf TL. talU3 FRAMING AS --- -- ---- _ _ t " ' --- "�",.r N.f . {, ,air I `• REOUIRED FOR BENCH �D -� � �-. wl \,`l�Sc \ \ �c ap A5.3 , _ I I I i 0 G— BAT—PEEN iY /' I AT I l 1 ' ( I --�1 t 1 I „>,v•<;:a'S � ` I I - ! Y Y 1 \ PC aC W I $ uJ �. :*- 7 at {� l ( I I I I b> I artrtacirAL11%CNARGH ( I I I t 1 a s FITTING ROOM BENCH DETAIL 1c ra s A5.3 1 1/2- 4 1'.,0- �° I ` I V I I ( vRolBcr wuaAGRx P1 ` ... . .,•'.�., . .. _, ::, � - ! , I ',, p I F,.. � ( I � I I I -r I , GBL So wtl I ' , I I I I ( I ( J I I o I DRAWN Girr 1 8611, NO REASON DATE rrrrYi.o,Yw-• ws' i.nru-/,wnii- •.°. �. . t + � 2 �f'ESITIBULE FLOOR PLAN ELEVATION 2s ELEVATION _c ELEVATION r2D ELEVATION A5.3 3/3”ae 1 r-t�" A.'i.3 '�9" 1'�" .».r... A5.3 w r w A5.3 �.. �.�.�.��_ 3►'� 1 -0 3✓8" 1'-0" A5.3 3/8" 1'-0" 4'-9.3W .., . ... 1 10 1/4" 3" or -.11 1f4' 4>� � _ � - ___ ___— , ��r, f _ - r/ 1 fiRAD=_POPLAR pt 7 4 I • — 1 1x CENTER C A,rTENS OVER r '____._ _ _ �� Y _ 1 j f _ ----._ e 1CED � ^1 Eo. TYP. E EN"RE LENGTH Cif WALL -- BATTEN(X)WOT EASE EDGES P1 b I 1 I b CD Cil I 1 INTERIOR I ELEVATIONS - FITTING 40 LOCATE CFP'rAC, E M , t aft !, (( f 6 I ROOM ';i ` �� AYip1D CONFLICT 1MrrH —� /�� '� t ( ! 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NAP.L.a1l�I'riE t,F•I N 4 r DIA. f3Rr4F.i ElI1R i t s T 6 , 1 tt NEW 36"Xi i;x DIA.GRAS BAR A5.4 7 1 "";� � _� �� I A f � • ate. ,� I 30"X48"MIN. CL.H. SPACE NEW SI • I f,_- _ , ' I .An Ar,�wiM and!br�� ,ba'm are dH p q NK � NEW _ __.____._ _. _.__. • Uxc rsyrpty 6 ( � -I by AI�illk[L I�p rfpl�Y(lA,m::P�,rI4�b/blhp/N{C b QEDof rb��a1•aBrm I n:tAsNl lora m Pll/i7b #*semi cf / L __ _.. _. r ► �' __ A —.___ �' b .r—__ – – yf n Fnb�6Np>✓and um ushagp�wpmt rrJ!fr N��r:r to 11 , PROVIDE ROLL UP NEW SINK L WATERPROOF _ i - ----- - --- - ME&IW:V E UP WALL —_ __-� 6"MIN. 1 ` - y : i . cm to_� ( — 6"M VO4,1L I CS Mt — I . ✓ I FLO TUBEDI v i IF WALL ;.� — — v� INSULATED �. PIPE At AN XA s v OF T VWYL 7F:O(>ViG __ _1' 1EL�T Vld�r t hl cx ladG I 1'_p• ' 5182 'ti `10 TURNED UP WM.L.Ir 7 TOILET ROOM FLOOR FLAN �IRN�L� ► sr *— __ � � i +a�A'. . . ... FIOORPIG TURNED` ov CT• SHEET VINYL UP WALL e- gra , _o" r7D ELEVATION ��; ELEVATION ELEVATION 7a ELEVATION ASA 1'.(�" di5.4 31$" -�" A5.4 ,m �� A5.4 /6" = 1 -�" r � 1 I MUD. PATCH AND SMOOTH - MUD, PATCH AND SWOTH _+L •;,,� _.P �':,:, SAND.DO NOT F AINT TOILET ROOM LEGEND. I J_F -- WASTE RECEPTACLE i SINGLE ROLL STAINLESS 4 MATRIX SERIES SURFACE MOUNTED STEEL TOILET TISSUE DISPENSER EIOBRICK S 5277 WALL FINISH NOTES SOURICK 8.76 2 16 x 36"MIRROR WITH�. 5\ SEAT COVER DISPENSER STAINLESS STEEL CHANNEL FRAME C5) MATRIX SERIES SURFACE MOUNTED 1.SEE SHEET A0.2 FOR WALL FINISH SCHEDULE BOURICK 8-165 BC6RICK R-5221 2. DO NC;;,�!NT STOCKROOM AND EXIT CA)RRIDOR• SURFACE MOUNTEDONLY rsNISH AND TAP GYP.BD.. cu "~~ ROLL.PAPER TOWEL DISPENSER ('s� SEE PUNIBING DRAWINGS. .El1 O `..-.• E109RICK 8-253 cc lD ELEVATION 1C ELEVATION (13 A5.4 11A" 1 -0" = � - CTIDE VIEW � rlj L1! 12 3/4"PLYWOOD PANEL 14 � O FRONT VIEW __ - -_- ��---~ SURFACE MOUNTED FROM 20r -�� _— '% A5.4" ,�5.4 � � � � ,0 A.F.F.TO W-W A.F.F.ON ALL(3)SIDES �- MUD, PATCH AND SMOOTH MUD, PATCH AND SMOOTH � /c, .0 PHONE BLOCK. Smo.Do NOT PAIN �-_____ ____._.._,� � SAND. DO NOT FAINT I--� � - � C3 i — SEE ELECTRICAL ----�I __ _ry__ 7— __ __.. -_ __. i �ry _.i.__ C 0 c 113 a a n n o ( I DWGS. f 1 1 1 1 ; u Ir �- r—T -r- _. _ _1 f. cn O PHONE PATCH J t I 0 011 I � 1 I I ! I as S 0— ______. PANEL. SEE ELECTRICAL. DW GS. Lf) co MONITOR I PHONE SYSTEM __-_---_ I -- �- DOL�WIT�EE ELECTRICAL � TTP. ------� �� 1 � ! I I •�, � , 11 1 I I , N4'FIRE TREATED PLYWIOOD SHELVES RESTING ON CLEATS ON WAILS{TYP.OF(3). I / CPU PROVIDE 4"X4'SQ.GROMMET ,e -- — .- HOLES,If CENTERED ON HACK � ��--••OF SHELF1B ELEVATION .� t�, ELE`i!'ATION -- — CONT. Ix4 LEDGER - ..,_ ,. .. _....: .: ....... ,- p � ,HM A_: . ...r - AL IN C3:ARGB 1 1' 3-SIDES Q.C. TO ._ - '., - a n.. PROVIDE t�LOCLCILV�,As ..: , .. . ., . A�4 1/�" — 1` i)" Jc !b I REQUIRED �� ., NANAGBR UPS •> •-. •., .. ._'., .-'.;, k 1�� FIN.FLR8=1 E r 4 VINYL 13ASE E. - --- -- --__-- DRAWN BY ri 4 TELE�DATATORAtE J , GRTohias A5.4 112" 1,-0" � "a �eeRr, "' i _ -___L_ _.- __ _JREASON Q3ATE (W7, A5.4 i .a.;.+.% +. •4-.. 4;a' ':.iP*^L?•3dMAt9'tr"�4;x ti,W.>9K�'.'>mPiei- ,:x�a �4,d47+1.:3ut4tlr'a 'a u I CEILING, SEE PLAN FOR TYPE I ! ADJ. SHELF P-LAM Cff-) A5.4 ___._-.___ CEILING SEE PIAN FOFi n ELEVATION 0 2 BRACKETS PEP. S?Lvl.F ACINI.M-M, 'LF P --- -i b _ WEo AlI.4 � I I I 1'-E• __.__ P-LAM COLINiTERT OP ON 3W1"THLCK PLYWOOD «- � WITH 1 lfr EWE I k 3(4r TN{K PL.Y'lY4' W WffH 1 I-S/2"ED L_ __ -J01 --- MANAGERS DESK. STO K ROOM ,AND 1 1,",t"Cilr'� Ti�VERIFY b �- 6�6" 0•-8 i41lJ' �/ WITH OVERHEAD TOILET ROOM ty � 1Vl,1GrHEiF#/I,�/1TLCIP!WITH 1w b "'"I'"""�`" �/ �:---�_.-- 1 1/2"Ot�OAIk'TS-�li�� I SIIEI.VlNIC�C �.� UWNEi:rs'PSP'. WIlE11 AW)lOCI1Tit3N wra ow I" I �L Y TIO�l� .:�..._..__ P�E�Er�TA� U 1 i { i d o' _ 00w, lx41.FU�A 3-lbil}ES G.G. T, . .�13QE�I 3 ZQ I 70�V�19L�OCKM AS tp , �� 0t�.C. ra i�C�,tT St - � � DATA cxMA625-3286-01, is ar MANAGERS DESK SECTION1; MANAGER DESK Q r. STOCK R FLOOD ' PLAN o �� 1� nit,•. •:•,.• M• , ROOM p I .. 4 daFfanr.fi.waa.r�* II.w�.�..•..._..._. ._.......,..._._,..�.,_.._......_. 2/26 �Y. V>,., a:,. z `.e N,^. ,* Las-:. y',w.F, ,.. nt.'Ai'.4,.'we aP:' -..'u",iA ",v .'4, , - d• run•w. abww,Mvrbww,Wry+ w1 .�wr.ve•wt••r •�i.+Wr„arF_m.,..._......•r._..+,+aw+'w,r..rvr'Mnwaam,awr... .. .. '..' P""''y��,.... `.. ,- ;:.,.. '',, '"",�; 'r�'nS$"'4�:x•2...?µ7,_a'�'i,,�;� x �;a7a r-:':. ?'�;".. ft Y':.";y- .f+_. .s nix%,' 'n.'-.. � • "_ `. .: :.. - r ••- ,.Illkw`NMvx rYH.•.Mxx.1•ev,'.h% •.r• -'6M•dw.wWu1,••,r'•M"IIYwM+xti-' ta•w,•Wt•.,i••4xNef.re_/. wwwtiwrl.YxwRa•M.1 •.. -. ,_ � `V ♦e {•fyy w kw yryRe,.,a�1yµ.u+:.+,uft#+ R "M { ..:,.--...V, •,`i(S: � '�4iM"NMtAi0111t1 ...Y^I,R�FasYbw.e,-«R,"'-.'.,- .. - ,r �, ..r 5',.nnr{ n}yam'' }i'"�, • n I u y f r ' 4 .N e r r�+� e 4._, ,..,.. a a,...... �, }y :- ,�- § a. � dM 7 w�.h;a u e•�'; C,.1. ,,i f M t ! • i ' .,,..rr .,6 �•*rix., y , "Aili�_.... •� * YFl18,11�•'Sas" - - DOUG ROBIDOUX, AIA ARC.'HI'I'E101' 1. PRE-DHILL ALL HOLES FOR HARDWARE TO REDUCE STRIPPING t; AND BURRING OF SCREW HEADS. 2. FOLLOW WALL DETAILS FOR BATTEN WALL,FINISH AT FITTING - ROOMS. REVIEW BATTEN LAYou'r PRIOR TO APPLYING TO WALL. � � LAYOUT ALL SEAMS TO DE COVERED BY BATTEN STRIP. NO PATCHING CA 91740 Gr EcXISTING SEAMS WILL BE ACCEPTED. PROVIDE TO FAINTING. " .931 2302, 3. FITI TNG ROOM BENCH IS TO BE PROVIDED B1' Ca C.. BENCH IS BUILT INTO THE WALL AND FINISHED AS BATTEN WALL. BENCH TOP IS TO BE - - - SOLID WOOD OR PLYWOOD WITH A MIN.6-COATS OF PAINT. PROVIDE NOSING DETAIL AT EDGE OF BENCH CONSTRUCTED OF PAINT GRADE I An drawmAamd the drrgn rhos'»an the property of POPLAR. 1 he Arbigrt '1 hr nprodlurioa„ep>.nR er whrr asr 4. DO NOT ALLOW CONFLICT BETWEEN BATTEN AND LIGHT FIXTURE of thio*as+in,�sitkut rhrir ar tum Ionrrsl it OR RECEPTACLE. prhibaird nrl ani'in/rrngmrrnl svi!l he 3rrbjra to k,�a!m iron. A.kC� Ca IAS E. 1S UX . LOS ANGELES,CA y % 5182 �� o' S v2" i OF 0O � .9,u -_J l� SALES � I � nTr� Gl� aE � s I i — CROWN MOULDING CM P2 AM -1CA roo tourrw ro as- o I I WD. BLOCKING I I � FASCIA BOARD, FOIC. I I INSTALL FASCIA PRIOR 1'0 CUTTING& I INSTALLING FLUTED in i I MOULDING uV o I I cz 8"MAX. OR 1/4" 0 LENGTH 1X WOOD TRIM OF THE RUNNERCIO - c, P2 WHICHEVER IS CZ C'r) -, --- ---- l-1 (D CM +-- - PAINTED Fl+1TED TRIM BEYOND WALL - - Cz p A I � � � � rn Q _ V -- - 1/4"MIRROR PER PLAN SHIM - I V) p (� WHERE OCCURS .0a) - -- 5/8"GYP. BD O/ 3 PER PLAN _ - - -I I I O N � U 5/8"METAL FRAMING - ti I I O p C73 Clco 11 WOOD CROWNWALL !- r I I { - �-o 3" = V-0" o I I iu MTL LAY-IN CEILING i 0' 5 1/2" LO i I .� I I -- 2X(QD 18"O.C. �VAILJNG 000MTL TRIM I I I Ln BLOCK WITH 45"ANGLE NOT PROVIDED BY I I I Cri OWNER ATTACH TO WALLPAPER; PAINT n TOP OF CABINET FINISH I I C�I 4? 3 METAL CORNICE CEILING DETAIL 2 -�-- CROWN MOULDING A6.0 3" = 1'-O" P2 PRINCIPAI.IN(HARGR _ l �--- OVERLAP BETWEEN 2" V PROIRCTMANAGBR o AND 1/2"MIM F.O. FINISH WALL GBL DRAWN BY - - FASCIA BOARD, FOICINSTALL — --- WALL UNIT PER PLAN GRTObas _ FASCIA PRIOR TO CUTTING& INSTALLING FLUTED NO REASON DATE MOULDINGS P2 _ PIN NAIL.BASE TO WALL UNIT&WALL UNIT BASE; /� -- SITE-INSTALLING TRIM BEYOND FILL NAIL HOLES AS V Z - REO'D P2 tm 5 WOOD CROWN MOULDING WALL UNIT BASE, FOIL. TOENAIL TO FINISH FLOOR--- -- PAINTED BASE g2 sh W/TALL EDGE AT FRONT AS SHOWN. WALL UNIT A6.0 3" M 1'_0" WILL LEAN TOWARD WALLLl FINIStI FLOOR _f 2 DETAIL AT WALL UNIT BASE 1 -w ---- 5/8"GW Pi MELAMINE FINISH BBP1 BATTEN BEYOND I -- LINE OF ---- WOOD BASE VERTICAL PLYWOOD TRIM t 1 BEYOND - - - -� - PIN NAIL BASE TO BUILDING DETAILS, WALL UNIT& BASE AND CROWN " WOOD FLOORING BASE; EWALL NI, NAIL JEAN WALL CABINET BASE, FDIC. TOENAIL TO FINISH -- In HOLES AS REO'D FLOOR �:, FLOOR W/TALL EDGE AT FRONT AS SHOWN.WALL � b b SU STATE UNIT WILL LEAN TOWARD WALL SLIGHTLY SPECIFIED b - rI L - ��..-.-.:az.�. 1' 1 13/4_- _ ----- - BASEBOARD SIZE INSTALLED 0' 0 314" 0 0 3�4" F'2 625-3286-01 -- FINISH FLOOR 4 BASE AT BATTEN WALL iNISHri"*NDETAIL JEAN WALL CABINET BASE � `Mr W M 3" u 1'-T As 0 3' = V-0" y " .�....�........_....._. r ems` "! ) :a ItZ'riWA� .aF\•Mt'ir§41r,!I 'gym. > F=}'i4r ung✓ff+`.#i '*�` P( ,IIi EIi+ II1 u, I r: �►t" 1 (� I�� •1 :I � it, 4 �1 ',Y+II�Iii: (::I! 'ilf ,�, f' t fi I r - :+o I; t „ -,. .,', r rOvy4v+W. ua.dYKtrrm..•:. r _, , .., ,,. � x. .: .tit. '- ,., •'... ,.. _. ,... ',.: :'.-. . t J ..,, r.w4ei{ �nhiel:a6.irsic'� -- rr>r.r.a:.--. _:r..a .ifsiir�YWLi�f . ,:n M' `,f�1...1n+au.r:aYiiii7ri� °-4�i �3iBiA7� ^-,:::..• '. .' , . _ �+W. ii. `iYna.ar,m- -_"•�i� ...._..... ... .,.auYYi,.—P ._ .... r.a. ,. w... uar>a~. I MY.i'r'a�r .�+o,.1MaWM�'I�IYiilidYlViulle.w:w:——nu_«..r+.w."IY,rI- ._ -'• w.,u Ir: 10 114" 3 5/8" 10 1/4" 11,4" 3 112 B6 - -- I 3 1/2" 114" _ _ 6 6 A6.1 A8.1 P1 . 3 5/8"MTL, DOUG BOBIDOUX, AIA _ _ __ _ 16"O.C. ARCI'II'FEcf Afi.1 8.1 —----- -- - - - --- STUD x 20GA @ 01 I w i 1 __._ f,� I � / i e ! I 1 t t 1 / — — _In rVVPst COVII),t CA III NO 1(11 I If"tl I 1 !0t I I ---- - - 1 1 � 01 , t tV 1 1 i i i i ; - 1 P2 v r_ +- 1 -co= PAINT GRADE PAINT GRADE T hi,lh:wiNR amd the dniRm Ibom'm air thr propgv of POPLAR GRADE t--- � POPLAR GRADE "ihr/�rrbilt(t I br rrpn)durttne.,npwNg or orhrrwjr ..""I .� ! ------ � � CASING I I CASING o%this draurmg uehout Am uryti m tomltmt is 1 I f i P1 _ _ — — _ __ _ __ — _ __ __ — _ _ _ _ _ _ _ _ P1 probibitnl aviam)Imfrimxrmrrnt w!1 br jmb it to 3 5/8",T;STUD x 20 I - t"O.D. / -- 1"O.D. 35/8" ,T;STUD x 20 I , I ! GA @ 16"O.C. PLUMBER PIPE J PLUMBER - - - - I n n -- 1 I I GA(� 16"O.C. Il-,1 1C 1 I SECURED TO PIPE / I � i SECURED TO ; ; I i STRUCTURE ABOVE 1"O.C. GALV. -- ' :zo I 1 STRUCI URE ABOVE I ! I 1 / PLUMBERS PIPE AGLA SS � I 11 I ! I LOS AI�iGFI�.S,C/1►► 0: o ;0 j s PLAN DETAIL - FITTING ROOM PARTITION 518OF 2 3" i 1'_0" O� r i i i y4g 10 1/4" — - - _-_ — — — — — — — Q 110: / 3 112" -1/4"00 10 ,' ---- I 1 I 1 I — I STUD Mx PUGA C -t--- M I 16"O.C. A�lER1C?�. P2 / �9-....� it I�'}I . I I 10: t Vi� O i roo rawtr m cr f I (A I 1 1 1 1 1 \ - 1 1 i i i i POPLAR COLUMN / - POPLAR \ - --_- ! TRIM i COLUMN TRIM \ PAINT GRADE I I I 1 ! I ( Pl P2 \ POPLAR GRADE CA ING � CHD >� - �`_ 70 cz - - c� 0 / I 1"O.C.GALV. / I PLUMBERS PIPE 5/8"GWB P1 � (13 I I t 1 I I i i i w i i cu ccv\), CV 1 'I PAINT GRADE 1n 1 ! ! PAINT GRADE :0, {0 POPLAR TRIM / � � C � � POPLAR TRIM ! I I I � I, P2 I �loPLAN DETAIL - FITTING ROOM PARTITION a u) Q u 0 1 1 1 I 1 I PER PLAN 1 1 1 1 ! A6 1 T = 1'-Q" C _C Ch) w i PER PLAN ° O CZ C I - - ------ - / BB °° a cn co i i i i s i I 3 5/8"MTL STUD - P1 y O 10i i0i i0It I / @ 16"O.C. (TYP.) 1/4" 3 1/2" �� ! 1 ! 1 1 7 ! 1 POPLARS (n A6.1 i A6.1 -- POPLAR TRIM - -- BASE BEYOND QO A6' I I i i i i eo BASE P2 / r 1 -- t I _ 1 1 �1 - �I f 1��1 i / j I ! I ! I I I t POPLAR TRIM BASE 10 — � (( 1, 3 5/8"MTL. STUD @ 16"O.C. jr- � 1 II � � � I I I ! 1 t 1 I i � Ln PAINT GRADE - .__ _ -)--- - - - -�- PO['iAR GRADE CASING 10 1/2" PRINCIPAL.IN CHARGB 1"O.C.GALV. —�-- -- jc PLUMBERS PIPE ---- ---- - ---- - KROIBCT MANAGBR �ECTION DETAIL-- COLUMNr-4'4%� SECTION - @ COLUMNI 5 ELEVATION DETAIL s ELEVATION DETAIL GBI, 1" = 1'_Q" A6.1 1 = 1'-Q" 5/8"GWS DRAWN BY - GW8 P1 P1 C;IZ'I'c�bias NO REASON DATE 1/4"THK TEMPERED -4 r-t---� i A6.1 A6.? I I 11 PLAN DETAIL - FITTING ROOM PARTITION MIRROR P2 I I I T� I I I I �•1 3" = 1'-Q" i - 314" . '� I I I I 5 I ( I I -- --- 3 5/8"MTL. S6"O.0 TUD x 2tK3A __-- 35,'8"MTL STUD 20 114"MIRROR GA @ 16"O.C. TYP. ( I 2" 1' 9 1/4" 2" 2" 518"GWB P1 WHERE OCCURS -- In ' j' BEY ONDI` -}- i ____ ._ 5/8"TYPE"X" CROWN ---- - 3'-11 1/2" - - - - BB P1 I I MOULDING ABOVE I GWS BACKING — - - 1 ;�" P2 III =--- =— _. ,�_-- _� I _ � / // � / J I B4 P /j / / j --- POPLARI /'-- FRT BLK'S AS ' i ---- , ---•- POPLAR 518"GWB - --1 I�' I I 3 A6.1 / / 1- - - - - - - - -- - - - -- - ------ BASF BEYOND REaD J i i -- --- TRIM FRAME I , 11 / �\ P2 3 5/8"MTL STUD C� I { I f/ ' _ - `�! \ ® 16"O.C. (TYP.) -- —— — 4 I / 6 1 I --- POPLAR TRIM - 2'-0" - - 1 1 w 1 I — As.t ------.-_-____-_.--- III 17s � 4• \ IFI 1 I I - ' 1 I E BELOW / P2 \ BAS 1 I - POPLAR TRIM t I 1 POPLAR TRIM I I ' BASE P2 I I I I I I �� l'O.D. PLUMBFRS ' --- T-"— PIPE WHERE OCCURS � � ` t' , �, /� N �. / \ BUILDING DETAILS, ti 1 I I / BASE AND CROWN POPLAR 1!4-PLYWOOD SHIM I I I I / - --- -- - _--_ TRIM � ti I i i ��P��O��,,P,,•�L�AR TRIM - _ - _----- / 1/4"PLYWOOD SHIM i I j i FRT BLOCKS EXISTING -- / � / � �� \�, - � RADE WHERE 1 I DEMISiNG WALL / , / \ PAINT G E E OCCUR$ N, IN )OPLAR GRADE CASING MTL 5TU^FRAME / / / / �'Lll,(1L 1"O.C. GALV "' PER SC.HEUULE f � � //'/f' / /� PLUMBERS PIPE \ V . )'32;.J6-O �,s�/�/,�s/,fir SECTION DETAIL - CEILING CROWN WITH SECTION DETAIL @> WOOD ..~ 6 PLUMBERS PIPE � 7 COLUMN BASE 2 PLAN DETAIL - COLUMN TYPICAL s PLA_ N DETAIL. - FITTING ROOM PARTITION /� 1 112'" � 1'-Q" ~ O�i26/�7 a o .. ....._..: .....-. ,............ ......".' -_. .,,,....•r�.. ,,1� ..ate � m r� r e' I , :. 9i r, i T wM., Y:..� ::..,, P.. " .�.�.:. # .1r .{' ,-..,:.,.. '. , '. Y:^h WYiW.t •I_ .4' ,�. .::..:. .. v... .,._. ,, .. ,.� :. _.::,.-... _.... ,.-.......:. ..'.. a...,.. '...,...,.,;,...��,.�.•-�....-.�.:+.-_'a......w.....�.« ,....�......,.._....;....• ..-_.., ..� ... ....... .....,. .�.x•,sai+fi�l'lrorrsi7Y' �rr+�: Ir AYbirl. ..,:.. ,...,.,t.,u.o•.,..w.,+....r.,,...r..,.....-......._..,......e:...�..,...«...,......-,........M.,................».®.........,.............._s'rs-atYaYll{:Yl{: -..: +�'Ilavia.w............. 'e.�-�..-.r"a.wn.......,iuY.u....,.r.....r . . ...:.._i-...- __.... ......... ,....t'r�.•i.wlww+W6r .YkdL;a"r .,....,-_..:,«._.....'".-. ,.. ....,. -.... ..,,---_.—.r+..a......,.,..:_—. ..,v:..:..,.:..:...--.....,....« ... .. 'u ,: -- PROVIDE BLOCKING AS REO'D.TYP. 8'MAX. OR 1!4* AIA --- 12"WIDE SHEET METAL BACKING. I-ENGT!i DOUG ROBIDOUXr Mf� 0',3 3l8' _�-------"'--' _-- ` -- ---- FLAT HEAD SCREW OF THE RUNNER ARCI{1'1 f?Cl WHICHEVER IS _ � L LEAST o SHEET MET AL SCREW ` _- - 2-K8TEK EACH STUD TYPICAL WALL FRAMING i 1/4'HOLE AT ITEMS WEIGHING LESS PER PLAN I F ��' ,�-J�' THAN 50LBS FLANGE BASE I ------ ------_--_-_-v------ ---...._� � PER PLAN MTL STUD - -- ---— I I .t �r. Ike 1�1 - ----------------- - - - - THREADED (Ae�Arhitr tn��b�Rpjrta #.D)tp rotbi/r►wv� \ GALVANIZED NIPPLE / I TYPICAL CEILING - ( I Jrrbn tl/f�9�x u9tlMMt tbrtr rnttRN na-Vxt i, Ir SUPPORT GRID WALL/COLUMN \ �--- ELBOW FITTING �,,i (.�CEI _ I -� I rrotiibrtcd:,xd awl nr/rregiyw/�It u'►l1 6 lar jell to OR CABINET \ GWS Pt LING ~-`_- j FINISH WHERE ----- 1.O.D. GALVANIZED OCCURS PIPE --- - WALL I I �� Lm E WHERE OCCURS [1-L �1 — u \�/` . 1.OS AN EI.BS,GA T FITTING MIL: a GELLING DETAIL ,� 5132 SUPPORT!� SUPRYRT@ a SHEET METAL BLOCKING DETAIL MAX. A6.2 1 11?" _ 1'-0" As.2 3" 1'-0" ' �F ®��' r ate` 5 WALL-MOUNTED PLUMBER'S PIPE RAIL � A6.2 _ - NIIII 7XF 0 iCBO #1715P \ 12 GAUGE SUPPORT- 6"x16GA STUD B,�CKING COMPRESSION STRUT ----_�1 WIRES IN 4 DIRECTIONS, t A 11 re ° SPLAYED 90" FROM EACH1/8" �ELDED TO A MINIMUM OF OTHER.CONNECT TO ��e ME 471 3-STUDS AT ITEMS aSTRUCTURE ABOVE WrO�TDWEIGHING APPROVED HANGERS. • LESS THAN 50LBS WIRES SHALL BE ATTACHED TO -- SHEET METAL SCREW MAIN RUNNER SUSPENSION MEMBERS W/ 248TEK EACH STUD TYPICAL \ A MIN.OF THREE TURNS. T-1AT ITEMS WEIGHING LESS I i THAN 50LBS nn i r= -_-.� - MTL STUD 03 o - 6"x16GA STUD BACKING Co a. /•—,''� cz N CROSS RUNNER. /j a) Q' c\+i : 0 �5 US t5 :W O K'7'* WOOD BLOCKING DETAIL 3x DETAIL CEILING BRACING - � ')IU A6.2 1 /2" _ V-0" A6.2 3" = 1'-0" O Q ctj c: Q cIO n crs cn DECK OR RUNNER TRACK SAME - - ATTACHED RUNNER TO STRUCTURE AF30VE GAUGE AS STUD. MIN. STRUCTURE OR ---1 1"WIDE FLANGES. ROOF DECK ADVE ADEQUATE FOR 0 I THE LOAD IMPOSED. � (3)1 fP TO 8'-0",MAX STRUT.CONSISTS OF 25 - #12 HANGER WIRE - GAUGE METAL STUD WITH 1-5/8"FLANGES I STANDARD No.6X7/16 PAN HEAD AND 1/2"LIPS. STRUTS TO BE PLACED 12'-0" r SHEET METAL SCREW SUSPENDED GYP. — O.C. ON EACH(DIRECTION. BD.CEILING'SYSTEM 3 � AR T( M.S RONG OR EOUAVALENT) w aD STANDARD No. 6X7/16 PAN HEAD d SHEET METAL SCREW. ATTACHED TO PRINCIPAL IN CHARGE o b o i o MAIN RUNNER TYPICAL. Jc- CEILING HEIGHT__ MAIN RUNNER OF PROIBlTMANAGBR I _ SEE CEILING PLAN-t' GBL - --- - 5/8"GYPSUM BD. - �� CEIL SUSPENNG SYSTEM - -- --- -- - -- DRAWN BY GRTOb1as s GYP BD CEILING SYSTEM DETAIL 2x DETAIL COMPRESSION STRUT NC ! REASON 1--- — ------ DATE AB.2 1 1/2" 1'-0" �-2 3" = 1'-0" — ------- DO NOT CONNECT STUD 1 BRACING TO ROOF � DECK -- MALL DECK MALI_STRUCTURAL STEEL 2 112'METAL STUD INFILL, g-3� ANCHOR TO TOP AND ~ - BOLT BRACING TO UNISTRUT.AS PER BOTTOM OF CHORD _ VENDOR SPECIFICAT IONS. UNISTRUT SECURED PERPENDICULAR TO MAIN STN:JCTURE SYSTEM ATIACTACHEMENTS _ — 3 5i8'METAL STUD BRACING ATTACHED TO -- UNISTRUT 1"O.D.GALV. SCREW BRACING TO PLUMBERS PIP WALLSTUDSw.(3)Re 5 --i � --__ NDTE: --FOR POWDER DRIVEN FASTNERS (SILL ANCHORAGE)USE!ERU)O ~ --- - TOOL 3 FASTENERS-IC90 ICER t„ I 4W,HILTTINC-OCOORER BUILDING DETAILS HEA RTW RER 114 OR-_-_—_ - -- CEILING PER SCHEDULE _ ED --'Ik F#AD-(CBO RER 1147 OR EOIJAL 6 1/8` 4'-(r --+ - — -- SECURE BOT TCM TRACK TO SLAB USING POWDER DRIVEN FASTENEPS MIN 145MAX SPACING OF 24'OC 625-3266-01 2 )l PLAN DETAIL-PLUMBERS PIPE 1 DETAIL '*-"-" 1'vo!CAL CONN. AB.? 1/2" ,- 1°_0" _ A8.2 1 1/2" 1'-0" 02/26/01 ( A6.2 �-4 of �.�.w�.w.�.s.er��.+.._.�s -..._..,.........,...�....�+�s...•.,«-....._.....�..-.,.-,�.««•..-,-.�..,-..�.,...,,-...,..�..........».,..,..�-.,.- ..,...w.,..-..,...,-,-...«..„r........,.-....-...,..�..-+..._...e..�-..�.....-.....�.�..�..�....+...n...o*.._�.�.-.._..-.....«--�...,....-...e-�.• �iii,r"�■ i ��11� � YiM"•—wa:...,...,„«.q"..- , .:, _.. ........, n+ws.... r +r-rw^•.....,.+wn�•aw.+-:" .+n�r+un'*wq"". �""."`^^""...."'�RIII�+ n1A!lAl�.^`awrrsw"psw'.w. 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CASH EQUIPMENT DOUG ROBIDOUX, AIA -- -- - SCREEN MATCH AR('II Cf CASHWRAP BASE CASH EQUIPMENT _ - CASH EQUIPMENT I SCREEN MATCoi STEEL TOP D - _ SCREEN MATCH CASHWRAP BASE CASHWRAP BASE - POS O BEYOND -- -- GALVANIZED -- ---- PAINT GRADE STEEL TOP --- POPLAR TYP. CPU --_--- -- OPEN v o - 100 "1hi,drotvinA and for drturr)ieoP�Jfla tiel"{'+'�7'of — -- PAINT GRADE --- ih ----- — 7hro rh�tlrvarRbtvit 1 �rritkro�t,r�t�rx,e POPLAR TYP. iv p OPEN 5� �. -- DATA PHONE / R y I prohibited arnd any ix# gowf�t 01P be smkpd to AND POWER PER ieRalargon. - - ELECTRICAL _ ^^- s SECTION POS SIM. 11 CASHWRAP ELEVATIONr25N� ACCESSIBLE CASHWRAP ELEVATION ML 1 1/2" - 1'-0" ML 1 1!2" = 1'-0" ML / 1/2" = 1'-0" �' I LOS AI�IGF.I:E3S,CA • PAINT GRADE POPLAR CASH EQUIP. �� 5182 " 61 CABINET,FOIC SCREEN MATCH �j <�E1 CASHWRAP BASE � OF , SITE-INSTALLED FLUTED TRIM, FOIL -- GALVANIZED r STEEL TOP - CASH - � EQUIPMENT PAINT GRADE SCREEN MATCH I� 2'-0" -- LINE OF SITE- POPLAR TYP. CASHWRAP BASE (fib !J �2SINSTALLED BASEIM o -- GALVANIZED STEEL TOP O ;9��1• p 1s JEAN WALL CAB, PLAN a i ML 1 1/2" = 1�-o" ih i7 - - PAINT ��.��Touaw rant cli GRADE POPLAR TYP. 11" CASHWRAP ELEVATION 5 ACCESSIBLE CASHWRAP ELEVATION _ 3'-9 1/2" 1/2" _ 1�-0" ML 1 1/2" = 1�-0" .- PAINT GRADE POPLAR CABINET,FOIC SITE-INSTALLED L� ca O 13 FLUTED TRIM, FOIC 0" --------,I`- T-0" PIP D. PLUMBER'S - � � NOTCH ALLOWS TOP --- UNIT TO REST INTO 4'-0" �__- --- cli 1"O.D. GALVANIZED C C� a) - NOTCH ALLOWS TOP BASE UNIT - LINE OF SITE- PLUMBER'S PIPE UNIT TO REST INTO 6 INSTALLED BASE STEEL TOP Q (, U a BASE UNIT ---- L- SIM GALVANIZED STEEL TOP V% C d r24'*� TOPPER SECTION r23 TOPPER SECTION 15 JEAN WALT_ CAB„ PLAN — — _ -- ----- on CO Q - PRINT I O ML-1 1/2" = 1�-0" ML-1 1/2" = 1'-0" ML-1 1/2" = 1�-o" GRADE N � LL POPLAR TYP. tr 'p I PAINT GRADE cl POPLAR TYP. (n 13 I L W I ML-2 1'-7 5/8" - - L '- � 13 1 -6" - V-61/8" ML-2 _ -- PAINT GRADE ACCESSIBLE CASHWRAP ELEVATION a CASHWRAP ELEVATION POPLAR 1 6„ CABINET,FOiC ML 1 1/2" = 1'-0" LINE OF SITE- LINE OF SITE C2 INSTALLED TRIM, (� INF 'ALLED TRIM, FOIC - LINE OF ANGLED -' - FOi, PORTION OF - PAINT GRADE CABINET PRINCIPAL IN CHARGE C1) PAINT GRADE POPLAR TYP. -- POPLAR TYP. 6 7,•0„ PRrJ)BCT MANAGER 22 TOPPER ELEVATION 1s TOPPER ELEVATION_ 14 WALL UNIT PLAN — -------- GBL ML 1 1/2" - 1'-0" ML 1 1/2" = 1°-0" 1/2n = 1 J_On ML 1 - GALVANIZED I STEEL I -- DRAWN BY PURSE RAIL GRTOb1as _ POS NO - REASON J DATE 13 �— OPEN — - PAINT GRADE POPLAR TYP. ML-2 13 2'-7 3/4" 2'- o `* --- 9 3/8" — _ DATA - DATA PHONE AND 2' 73/4" - 2'_7 718" -' POPLAR RADE TRASH - PHONE AND 41 A- - -- - LINE OF SITE- I CABiNET,FOIC I = - - - POWER PER E POWER ELECTRICAL - .l - -_ _- - ELECTRICAL - I ' �---� INSTALLED TRIM, LNE OF SITE B2 FOIC l 1 INSTALLED \- 8 - LINE OF ANGLED TRIM, FOIL ---- PORTION OF h — - CABINET 4 ACCESSIBLE CASHWRAP ELEVATION REAR 7 f# 3 CASHWRAP ELEVATION REAR 7 ft PAINT GRADE - PAINT GRADE POPLAR TYP. 1/2" = 1 -0" ML 1 1/2 �� •' ----- - - �- POPLAR TYP. ) � SIM TOPPER ELEVATION TOPPER ELEVATION 1a Q 13 WALL UNIT' PLAN Sl2" .� 1�`Q" 1 i/2" • 1''0" k�lr, Vic; I a ��L 1 1t2" . 1�-o" h �jy ti,�1 7'-0" r. naPF T-0 _—._-- ------ J 1 x� --.-__ __._.-._-- -------------- - ACCESSIBLE - -- 1"O.D. �x ____ COUNTER W/ @ 6 PLUMBER'S PIPE 13 ACCE SIBLE - 1"O,D. 7 COU ER W/ 2 6 PLUMBERS PIPE GALVANIZED I - SIM STEEL FINISH — CASH DESK 13 ML-2 3'-81/2" GALE NINISZED -T 1y�- SCREEN F--�--2- 3. � sTEE� FINISH _ _ � MILLWORK DETAILS 3'-7" CASH PAINT GRADE _ DSK I / - LINE OF SITE POPLAR I SCREEN LINE OF SITE INSTALLED CABINET,FOIC \ T iv r ` INSTALLED TRIM, CA TRIM,FOIC /A N I I �� \-_.� , -- LINE OF ANGLED ( I �J FOtC --- PORTION OF CABINET �: LJ — — — L J 625-3286-01 + Q PAINT 625`"� V - GRADE PAINT GRADE FOPLAN TYP. 4 01 POPLAR TYP :!•��IMI ` 0 xo TOPPER ELEVATION 17 TOPPER ELEVATIONri2***\ WALL UNIT PLAN x ACCESSIBLE CASHWRAP PLAN 7 tt CASHWRAP PIAN 8FT ML-1 112" . i'-�i" ML-1 112" w t'-0" �-•1 1/Z" • 1'-Q" �•1 1/7"'� 1'-0"' 02/26/07 ML—1 x • a w' : YI :S°FY i - 7777. ,, '.�y,e• : �,. t s 1 :k, r :- ;.., .,,, ,,- u d ,.,, V TO - rw 4 ... .. - .... -_ ..-i.'- V iw.uy. rlrr.+..r.i-...w.J"•.•1Vr...+,w WrJwLv r..'u 'uY AYY irluY NM..MII.LiLfYfwiYY[u•,[.M1rOYh►L,. .•....."y` y ...... _,... _..,,. .,.a . ... .......... --.... . arw--. _....s .:•u{iM+.•.wr.iraYu"k3wY1W 17i .YIY.". • `11ai ,a'it - iaOY-..dYa,w,b.KL.a.wrar.NNi,Y:,gWYYi4i .. r.tua;...xl.ulrinaLJ.ku1,P.3iY�1WiW-_+uM"�i'iWVr".9�10. +I. AAYi�Ww WY� .WYY Wf1YYJiY'W'uM"p .YMU WUYbi1tl1f1 ts9 1.,w,i1LlK:Y.C,J. _ ..........._..-...+..•..mirera......-.....,..,w..v✓xM'YrNu6c:+u:,..ar'a..v,.a--.S.JVIaiC."..•.tyY:..,tiyt/ " ..•,•..:..wJ..tiu,wx3+N'i.w r'.,.-,.w. e..L Sauw./.r.iu1J..+ls.n....e'..:.xiA.sas a .MLWiYLIYYYrilbu.Jtt .wrr..r.r . x. ......iwr.ru'r,.an" .c.w.:..a-....._ ........m.,.+.i.rW`L FILL NAIL HOLES W/WOOD_ '3 DOUG ROBII�OUX, AIA FI'_LER TO MATCH WLOR. DO -2 REPAINT y��t`1'L+C'f AZSEMBLE SIDES AND I i - - Ir •I - - - BOTTOM FIRST. THEN NAIL BACK ON TO SQUARE UNIT. i END BOX 0'-0 7/8' _ _ � - —� ' S -- CROWN � r ,>6.0 • - --------.-_-� MOULDING I I ° - - --- FILLER PIECE IS PRE . ' _ . i ATTACHED TO EACH BOX j� �- SITE INSTALLED PAINTED -� PIN NAIL AS REQUIRED � I _ - - TYP. CROWN MOULDING -- PIN NAIL AS REQUIRED, FILL - -� Aws xr!bc Prot' -- FLUTED TRIM, FOIC _ WITH WHITE WOOD FILLER TO --�-- --- SHELF WITH I /b+' ,rs�cSc 1u{� MATCH IE)FINISH _-- F ACE OUT RAIL _ _...__-- 7be.�erAiMct 730�eloodarpus,tnpXsA or ora,,,. I o/rbi�„tr,Aisq r�ilwr rbrir willes ros�rnr --' BASEBOARD BEYOND -- FACE OF CABINET --'- PLAIP St'ELF I ML•2 nbrbiled�s� �� BELOW b}lpo.Mins - ---- WOOD BLOCKING AS REQUIRED4 - -- FLUTED TRIM LINE OF SITE A�+ -- FAC- - INSTALLED FLUTED BELOW OF BASE I _ _ NP' TRIM Y - BELOW --- - _ BEYOND -- - LINE OF WALL., FINISH PER PLAN Y -- VERTICAL DOUBLE �. _-- ---_-- ___..__.__ fix 0'- 1 5/8" EO. COVE TRIM,TYP. I ► ----- - -2 ' 1z WALL UNIT TO WALL ---- -------------- `'�� '�x K'ls JEAN CABINET TO WALL ML 2 3" = 1'-Q" - �� 2 W 1 --- ADJUSTABLE SHELF ON CONT. BLK'G AS REQ'U E1 ( E,.' _ RECESSED STANDARDS �• : '"-"5`� - 1"MAXIMUM-GC MAY ADJUST 16 --=-- W/HANGBAR, (2) PER UNIT , CABINET SPACING TO ACCOMMODATE � J VARYING NICHE DIMENSIONS ML 2 ' . - SCREW WALL TOGETHER -- _ __ ASSEMB'E Slr-S AND AT -_ _ _ SITE INSTALLED i BOTTOM FIRST. THEN NAIL TOP OF CABINET ' BASE SACK ON TO SQUARE UNIT. PAINTED BASE y PIN NAIL AS REQUIRED, FILL i I i 1 BOX ONE BOX TWO - -- - ----- �� WITH WHITE WOOD FILLER TO + _ �_ _ I II 1EUlc.X ) �1 FILLER PIECE IS PRE-ATTACHED TO MATCH(E) FINISH — i i ` vpumiro=I EACH BOX 4/ ViFACE GF CABINET BELOW 2'-0" 4'0" '�JL � PIN NAIL AS REQUIRED --- VERTICAL DOUBLE COVE rWN%� JEAN WALL CABINET ELEVATION 3 JEAN WALL CABINET SECTION - FLUTTED TRIM, FOIC TRIM,TYP. ML 2 1/2" = 1'-Q" ML 2 1/2w = 1'-0" - _ FILL NAIL HOLES W/WOOD FACE OF BASE BELOW (� - -` FILLER TO MATCH PAINT a COLOR. 00 NOT REPAINT. 0'- 1.- '-0314' EQ. 0'- 15/8" EO. LINE OF SITE OF SITE � INSTALLED TRIM, L 1' 6 1/2" Q ML-2 FOIC 1 ` 0 rl5 JEAN CABINC-T TO JEAN CAB. TRIM 11 WALL UNIT TO WALL UNIT M�2 C ML 2 co 3" = 1'-0" ML 2 3" = 1'-0' - �� (8 C2) A2 82ji C ® cr N DO NOT SCFdBE END q - cc PANEL TO V/ALL FINISH a c t3 Q o 0 -0 FINISHED END PANEL in fl. c BY FIXTURE VENDOR T 0 0 FINISH WALL - — O PER PLAN �-- PIN NAIL AS REQUIRED, FILL _ � _ WITH WHITE WOOD FILLER TO � i] MATCH(E) FINISH — � Un FACE OF CABINET 12 11 U. CID BELOW ML 2 ML-2 7 O —t\ M US B / i -- -— DO NOT SCRIBE END - A) `.B 1 \-C�) v --..—J PANEL TO WALL FINISH FACE OF BASE BELOW —J i2 4 �C�' 7-7 0'- 15/8. 5/8" -,�-----�'- ML-2 `h VERTICAL DOUBLE -- FILLER PIECE IS PRE- V•I•F COVE TR M,TYP. - co FINISH --' ---- ATTACHED TO EACH BOX -` N WALL 0 PER PLAN -- PIN NAIL AS REQUIRED 1Q FREE STANDING WALL, UNIT — ML-2 3" = 1'..Q" C► — PRINCIPAL INCHAAGs SITE-INSTALLED BASE J C � � �..._ ___—__ _ , PFOIHCrMlAAG6R ---- FLUTED TRIM, OFIC --- ASSEMBLY NOTES: MELAMINE FINISH,TOP 11 � _ —_ __ I 2 GBL 1. FILL NAIL HOLES W/WOOD FILLER TO MATCH PAINT BOTTOM __ - - I ----- — - COLOR, DONOTREPAINT. I A60 DAAaVNeY 2. ASSEMBLE I` G RTobin BACK ON O SQUAREDES UNIT.ND BOTTOM FIRST,THEN NAIL I PAINT GRADE TRIM 5 ASSEMBLED WALL UNITS 2 ASSEMBLED WALL UNIT SECTION FRONT 8 BACK ML 2 1/2" = 1�-0" 1/z° = 1�-0" NO-L RGASS0N _ DATE ML 2 14 JEAN CABINET END UNIT s "N SHELF SECTION ML-2 3" 1'-0" ML 2 3" - 1'-0" 1 l'-6 1/2" ML-2 y - 13 -- ._ `- - - -T-- r- ML-2 - I I -- PIN NAIL TRIM TO ` - WHITE MELAMINE - - WALL INUIT;FILL - FINISH TOP& - -'- - --_ o NAIL HOLES AS REQ'D __ BOTTOM 12 12 PAINT 3RADE ML-2 POPLAR TRIM • b FRONT @ BACK r A LINE OF SITE- , _ INSTALLED \ 8 HANGBAR SHELF SECTION �A� 0 CC TRIM,FOIC CB � SITE INSTALLED 3" - 1�-0" 11 � •, (,e POPLAR TRIM, - FOIC.CONTINUE MIN TRIM AT INFILL MELAMINE FINISH TOP '2 60 CORNER PANEL &BOTTOM WHERE EXIST. — _ a--- '--- i MILLWORK DETAILS � WALL UNIT PER .— g PLAN,FOIC �_- y�€ t 1 r•_, �4 }.:y1 J�3181 h�,a 4 JC � __ _ 1 , _-_---_. 1 TAM BEYONDCAL I A8.0 - GALVANIZED STEEL -I SLEEVE OUT HANGBAR `-------------� 4 62a-3286-01 • �13WALL UNIT HEAD TRIM 7 HANGBAll ELEVATION FACEouT BAR r4��NBASEUNIIT ELEVATION 1 BASE UNIT SECTION Tm 3" '-� ML 2 '�'se -Q" ML-2 1 : I-V ML.-2 a I 42/26/07 ML-2 1 al ,n'S,� - evh' ,., ,.,.• ,`ta' R .. .-....+..wn.n....w. 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SECTION W 7T.00-GENERAL CONDfTK)N8 OF THE CONTRACT FOR CONSTRUCTION "General Conditions of the Contract for H. Application for Payment at Substantia!Co,l7pletbn: After issuing the Certificate tN Sutstantial Completion, summit an �� .y Construction". AIA A201 its herebymade a Of ti at?e menu as if bound herein. C.o 3S of the AIA A201 can be obtained from Application For Payment showing 100 percent completion for portion of the Work claimed as substantially complete. 2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE(GAIVTT CHART) SECTION 01 42 00-REFERENCES PART 1 GENERAL .i.' p documents P+ 1.1 DEFINITIONS Owner's Representative. � 1. Include documentation supporting claim that!lite Work is^�ebstantially complete and a statement showing an accounting A. Gantt-Chart Schedule: Submit a comprehensive,fully developed, horizor'�al Carat-chart-type, Contractor's Construction '• Schedule within i ii days of date established fcr commencement of the Work. Base schedule on the Preliminary A. General: Basic Contract definitions are included in the Conditions of the Contract. l,¢ ENO OF SECTION 00 72 00 of changes to the Contract Sum. Construction Schedule and whatever updating and feedback was received since the start of Projert. B. "Approved": When used to convey Owner's action on Contractor's submittals, applications, and requests, `` '"'. , 2. This application shall reflect Certificates of Partial Subc,ta itial Completion issued previously for Owner occupancy of roved"is limited to Owner's duties and re DOUG ROBIDOUX, AIA SEC1GN 01 10 tl0-SUMMARY designated portions of the Work. B. Preparation: ,ntiieate each significant construction activity separately. identify first workday of each week with a "� sponsibililiss as stated in the Conditions of the Contract. continuous vertical line. C. Directed": A command or instruction by Owner. Other terms including "requested,""authorized," ARCHI'I•FCT . PART t - GENERAL I. Final Payment Application: Submit final Application for Payment with releases and supporting documentation riot ." q 1.1 f"JORK COVERED BY CONTRACT DOCUMENTS I � 2.4 REPORTS 'selected, approved,""required,"and"permitted"have the same meaning as"directed." previously submitted and accepted, including, but not limir-ed, to the following: A. Dail Reports: p y p n9 D. "indicated": Requirements expressed y graphic representations ng A. Projw,l Identification: Lucky Brand Dungarees tit America 1. Evidence of compieWn of Project closeout requirements. y Construction Ra rts: Pro are a Bail construction report recording the following information concerning events q sed b r hic r resentations or in written form on Drawings, in B The Work consists of the!allowing. ,. at Project site: Specifications, and in other Contract Docurnents. Other terms including "shown,""noted," "scheduled,"and .------- ____ -_ -----___--•--- 2. Insurance certificates for products and compated operations where required and proof that taxes, fees,and similar .specified"have the same meaning�. The Work includes: interior upfit of a retail space. ,• I. Lis!of subc:onlraci.ors at Project site. `spec � 1g as"indicated." ob.sgations were paid. E. "Regulations": Laws, ordinances, statutes, and lawful orders issued authorities having G. Project will to constructed under a single prime contract 2. Equipment at Prt.jest site. ef7 by ng jurisrlietion, and 3. Updated final statement, accounting for final changes to the Contract Sum. rules, conventions,and agreements within the construction iridustr Pe 1.7 WORK UNDER OTHER CONTRACTS 4. AIA Document G706, "Contractor's Affidavit of Payment of Debts and Claims." 3. Material deliveries. 9 y that control performance of the Work. A. General, Cooperate fully with separate contractors so work on those contracts may be carried out smoothly,without interfering with or 4. High and low temperatures and general weather conditions. F. "Furnish": Supply and deliver to Project site, ready for unloading,unpacking,assembly, installation, and delaying work under this Contract. Coordinate the Work of this Contract with work performed under se):arate contracts. 5.AIA Document G706A, "Contractor's Affidavit of Release of Liens." 5. Accidents. operations. rations. 6. AIA Document G707, "Consent of Surety to Final Payment." _-___ _______-'------- -- - -] PRODUCTS 6. Stoppages,delays, shortages, and bases. � G. "Install": Operations at Project site inclding unloading, temporarily storing, unpacking, assembling,erecting, A. Owner will furnish products indicated on drawings. The Work includes providing support stems to receive Owner's equipment and 7. Evidence that claims have been settled. � �• P ng �o y �'P 7. Motor readings and similar recordings. placing, anchoring, applying, working to dimension, finishing,curing, protecting, cleaning, arxt similar operations. making plumbing, :mechanical, and electrical connections. 8. Final meter readings for utilities, a measured record of stored fuel,and similar data as of data of Substantial Completion H. "Provide": Furnish and install, complete and read for the intended use. •I Ah dra vin, an t the de,iAm Anz or rhe property o1 1 Owner wiri arrange for and deliver Shop Drawings, Product Data,and Samples to Contractor. or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 8. Orders and requests of authorities having jurisdiction. P y 9. Services connected and disconnected. i. "Project Site": Splice available for performing construction activities. The ex-fend of Proje;t site is shown on the/thij :c Thr Wosttheir, fitteng rioberrrae 2. Olimen will arrange and pay for delivery of Owner-furnished items according to Contractor's Construction Schedule. PART 2 PRODUCTS(Not Used) 10. Equipment or system tests and startups. Drawings and may or may not be identical with the description of the land on which Project to be built. o(tbia Jrasie�rarrheNr rheic wdner roR.rrer is 3 Atter delivery,Ownor will inspect delivered items for damage. Contractor shall be present for and assist in Owner's inspection. PART 3- EXECUTION(Not Used) 1.2 INDUSTRY STANDARDS prohibited asd any irlrivAtweeyr P7./be,wb*d to 4. If Owner furnished items are damaged, defective,or missing,Owner will arrange for replacement. END OF SECTION 01 29 00 B. Field Condition Reports Immediately on discovery of a difference between field conditions and the Contract 5. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor. Documents, prepare and submit a detailed report. Submit with a request for interpretation on CSI Form 13.2A. A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable +C;�/u rio+r. 6. Owner will furnish Contractor the earliest possible'ieiiivery date tear Owner-furnished products. Using Owner-furnished earliest possible Inciude a detailed description of the differing conditions, together with recommendations for changing the construction industry standards have the same force and effect as if bound or copied directly into the Contract delivery dates. Contractor shall designate delivery dateb cf Owner-furnished items in Contractor's Construction Schedule. Contract Documents. Documents to the extent referenced. Such standards are made a part of The Contract Documents by reference. 7. Contractor shall review Shop Drawings, Product Data, and Samples and return them to Architect noting discrepancies or!anticipated SECTION 01 31 00-PROJECT MANAGEMENT AND COORDINATION PART 3 - EXECUTION B. Publication Dates: Comply with standards in effect as of date of the Contract Documents,unless otherwise A*V problems in use of produrt PART 1 - GENERAL I 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE indicated. �f. 8. Contractor is responsible toy receiving, unloading, and handling Owner-furnished items at Project site. 1.1 PROJECT MEETINGS A. Contractor's Construction Schedule Updating: At bi-weekly intervals, update schedule to reflect actual construction C. Copies of Standards: Each entity engaged in construction.on Project should be familiar with industry i� E. A 9. Contractor is responsible for protecting Owner-furnished items from damage during storage and handling, including damage from exposure A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. progress and activities. Issue schedule one week before each regularly scheduled progress meeting. standards applicabl(,to its construction activity. Copies of applicable standards are not bound with the Contract UX 0 to the elements. 1. Attendees: Inform participants and others involved,and individuals whose presence is required,of date and time of each 1. Include a report with updated schedule that indicates everychange, including, but not limited to,changes in logic, Documents. = ►r7 10. If Owner-furnished items are damaged as a result of Contractor',operations, Contracto+ shall r pair or replace them. meeting. Notify Owner. durations, actual starts and finishes,and activity durations. 1» Where copies of standards are needed to perform a required construction activity, obtain copies directly from IAS G +CA o 11. Contractor shall instaN and otherwise incorporate Owner furnished items into the Work. B. Distribution: Distribute co publication source. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. pea of approved schedule to Owner, separate contractors,testing and inspecting � 5182 � �\ 1 4 USE OF PREMISES 1.3 ABBREVIATIONS AND ACRONYMS C) includinguse of Project site tonin construction 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone � agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. y A C,eneral Contractor shall have designated use of premises for construction operations, I g concerned, including Owner,within three days of the meeting. i 1. Post copies in Project meeting rooms and temporary field offices. A. Industry Organizations: W here abbreviations and acronyms are used in Specifications or other Contract �' op �1��I :�U" period. B. Preconstruction Conference: Schedule a preconstruction crr'�arence before starting construction, at a time convenient END OF SECTION 00 32 00 Documents, they shall mean the recognized name o,the entities indicated in Gale Research's"Encyclopedia B. Use of Site: Limit use of premises to areas within the Contract limits indicated. Do not disturb portions of Projoct site beyond areas in I of Associations"or in Columbia Books' "National Trade& Professional Associations of the U.S." which the Work is indicated. to Owner, but no later than 10 days after execution of the Ag,eeinent. Hold the conference at Project site or 1. Driveways and Entrances: K y g p ply PART 2- PRODUCTS Not Used y Keep driveways and entrances serving remises clear and available to Owner,Owner's employees,ees,tenants, another convenient location. Conduct the meeting to review responsibilities and personnel assignments. SECTION 01 33 00••SUBMITi'AL PROCEDURES PARI'1 - GENERAL ( ) and emorgerrcy vehicles at all times. Cho not use these areas for parking or storage of materials. C. Progress Meetings: Conduct piogresr,meetings at regular intervals as scheduled with Owner. Cuurdinate dates of 1.1 SUBMITTAL PROCEDURES PART 3- EXECUTION (Not Used) .e- � �n A. Coordination: Coordinate END OF SECTION 01 42 00 C. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by meetings wish preparation of payment requests. preparation and processing of submittals with performance of construction activities. c7 1 C�, c�. � construction operations. Protect building and its occupants during construction period. 1. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that I 1. Coordinate Each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that 1.5 OWNER'S OCCUPANCY REQUIREMENTS could atfect progress. Include topics for discussion as appropriate to status of Project. require sequential activity. ti Q��07_ � \ +0 A. Full Occupancy: Tena.is will occupy site and Ldjacent building during entire construction period. Cooperate with Owner tori SECTION 01 50 00-TEMPORARY FACILrYIES AND CONTROLS ng a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, B. Processing Time: Allow coon-ugh time for submittal review, irx luting time for resubmittais,as fr'!ows. Time frac o IO construction operations to minimize conflicts and facilitate Owner and tenant usage. Perform the Work so as not to interfere with day-today ahead of schedule or behind schedule in relation to Contractor's Construction Schedule. Determine how construction behind review shall commence on Owner's receipt of submittal. No extension of the Contract Time will ue authorized PART 1 GENERAL ' operations. Maintain existing exits, unless otherwise indicated. , i 1.1 USE CHARGES r schedu a will be expedited;secure commitments from parties involved to do sal Discuss whether schedule revisions are because of failure to transmit submittals enough in advance of the Work to permit processing, including restbmittals. A i, S I. Maintain access to existing walkways,corridors,and other adjacent occupied or used facilities. Do not close or obstruct walkways 1. Initial Review: Allow 7 da General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other rT X11 G i Arequired to ensure that current and subsequent activitses will be completed within the Contract Time. ys for initial review of each submittal. Allow additional time if coordination with subsequent t'i icorridors, or other occu ed or used facilities without written mission from Owner and authorities havin urisdiction. Ient es to use temporary services and facilites without cost,including, but not limited to, Owner, Architect, MIEU T�'A p � g I 1.2 REQUESTS FOR INTERPRETATION(RFIs) submittals is required. Owner will advise Contractor when a submittal being processed must be delayed for 1.6 SPECIFICATION FORMATS AND CONVENTIONS coordination. testing agencies, and authorities having jurisdiction. r ToeTooa■'fua l �, A. Procedure: Immediately on discovery of the need for interpretation,of the Contract Documents, and if not possible to request � 7^'--_,_ A. Specification Format: Tile Specifications are organized into Divisions and Sections using the 50 division format and CSI/CBC's 2. Resubmittal Review: Allow 5 days f B. Water Service: Water from Owner's existing wafer system is available for use without metering and � �•r- interpretation at Project meeting, prepare and submit an RFI in the form specified. Submit RFI's to Architect. y or review cf each resubmittal. "MasterFamat"numbering system. without payment of use charge; unless otherwise indicated. Provide connections and extensions of services 1. RFIs shall originate with Contractor. RFPs submitted by entities other!hien Contractor will be returned with no response. C. Identification: Place a permanent label cr title block on each submittal for identificatlo,t. 1. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications. as required for construction operations. 8. Specification Content: The Specifications use certain conventions for!hes le of language and the intended meaning of certair terms, 2. Coordinate and submit RFPs in a prompt manner so as to avoid delays in Contractor's work or work of subcontractors. D. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on Spec• Spec• rY 9 9e 9 C. Electric Power Service: Electric power from Owner's existing system is available for use without metering words, and phrases when used in particular situations. These conventions are as follows: B. Cont,,(of the RFI: Include a detailed, legible description of item needing interpretation and the following: submittals. t. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Work's and meanings shall 1. Proiect name. E. Additional Copies: Unless additional copies are required for final submittal, and unless Owner observes and without Paymprt of use charges; unless otherwise irxiicated. Provide connections and extensions t;f be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as 2. Date. noncompliance with provisions in the Contract Decixner, initial submittal may serve as final submittal. services as required for cr,^struction operations. plural, and plural words shall bn interpreted as singular where applicable as the context of the Contract Documents indicates. 3. Name of Contractor. F. Transmittal: Package each submittal individually a+ .. ,)propriately for transmittal and handling. Transmit each 1.2 SUBMITTALS n� submittal using a transmittal form. Owner will return submittals,v,ithout review, received from sources other p Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction �v 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are 4. Name of Architect. � to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section Tart for clarity to describe 5. RFI number, numbered sequentially. than Contractor. personnel. ` responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. 6. Spenification Section number and title and related paragraphs, as appropriate. 1. Transmittal Form: Use AIA Dncument G810. 1.3 QUALITY ASSURANCE -p a. The words"shall,""shall be,''lir"shall comply with,"depending on the context,are implied where a colon is used within a sentence A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric a P Y epe 9 it (:) 7. Drawing number and detail references, as appropriate. G. Resubmittals: Make resubmittals in same form and number of copies as initial submittal. r O or rase. service. Insall service t�comply with NEPA 70. Ph 8. Field dimensions and conditions, as appropriate.riate. 1. Note date and content of previous submittal. cc PP P B. Tests and Inspections: A range for authorities having iurisdiction uc test and inspect each temporary PART 2 • PRODUCTS(Not Used) 9. Contractor's suggested solutions). If Contractor's solution(s)impact the Contract Time or the Contract Sum, Contractor 2. Note date and content of revision in label or title block and clearly indicate extent of revision. - O PART 3 - EXECUTION(Not Used) 3. Resubmit submittals urdil the are marked"Reviewed or Approved as Noted." utility before use. Obtain required certifications and permits. t-� cD >_ shad!state impact in the RFI. y PART 2- PRODUCTS L M END OF SECTION 01 10 00 10.Contractor's signature. H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,fabricators, S � O N 2.1 MATERIALS 11. Attachments: Include drawings, descriptions, measurements. photos, Product Data,Shop Drawings, and other information installers, authorities having jurisdiction, and others as necessary for performance of construction activities. O Cr CSI A. Portable Chain-Link Fencing: Minimum 2-inch,9-gage, galvanized steel, drain-link fabric fencing; minimum C U) � ti SECTION 01 26 00-CONTRACT MODIFICATION PROCEDURES necessary t4 fully describe items needim interpretation. Show distribution on transmittal forms. tD O ay PART 1 - GENERAL r , 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch-OD line posts and 2-7/8-inch-OD corner and O C G. Hard-Copy RFIs: CS Form 13.2A. .ART 2 - PRODUCTS O C.S 1.1 MINOR CHANGES IN THE WORK pull posts, with 1-5,,B-inch-OD top and bottom rails. Provide concrete bases for supporting posts. }, 1. Identify each page of attachments with the Rif number and seq tentiai page number. 2.1 ACTION SUBMITTALS � Cr ft O A Owner tar Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract B. Gypsum Board: Minimum 1/2 inch trick by 48 inches wide by maximum available lengths; regular type panels D. Architect's Action: Architect will review each RFI,determine action required,and return i4. /allow seven working days for A. General: Prepare and submit Action Submittals required. C •` Sum or the Contract Time,on AIA Document G710. "Architect's Supplemental Instructions." with tapered edges. Comply with ASTM C 36/C 36M. p Architect's response for each RFI. RFIs received after 1:00 p.m. will be considered as received the following working day. I B. Product Data: Collect information intim a single submittal for each element of construction and type of � O 3` 8 1.2 PROPOSAL REQUESTS C. Insulation: Unlaced mineral-fit sr blanket, manufactured from glass, slag wool,or rock wool;with maximum +-� u) ED C t 1. The followirlq Rr-Is will be returned without action: product or equipment. Retain one returned copy e,s a Project Record Document. flame-spread and smoke dQvelo a indexes of 25 and 50, respectively. 0 0 C1 CU a cc `. �' ., A. Owner-Initiated Proposal Requests: Cwner will issue a detailed description of proposed changes in the Work that may require , Pe f Y• C a. Re4uests for approval of submittals. If information must be specially prepared for submittal because standard printed data are not suitable for use, CP' - adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and 2.2 TEMPORARY FACILITIES = 0 b. Requests for approval of substitutions. submit as Shop Drawings, got as Product Data. O Specifications. A. Feld Offices, General: Prefabricated or mobile units with serviceable finishes,temperature controls, and to B. Contractor Initiated Proposals: It latent or unforeseen conditions require modifications to the Contract,Contractor may r c. Requests for coordination information already indicated in the Contract Documents. C. Shop Drawings: Prepare Project-specific information,drawn accurately to scale. Leo not base Shop Drawings � ?� CL po eq y p opose changes foundations adequate for normal loading. � > b submitting a request for a chat to Owner. d. Requests for adjustments in the Contract Time or the Contract Sum. on reproductions of the Contract Documents or standard printed data. Submit two opaque(bond)copies of each ? y g eq change B. Storage and Fabrication Sheds: Provide sheds sized,furnished, and equipped to accommodate materials (i7 1. include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the e. Requests for interpretation of Architect's actions on submittals. submittal. Owner will return one copy. and equipment for construction operations. Rs LO proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. f. Incomplete RFIs or RFIs with numerous errors. D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics 1 2.3 EQUIPMENT \J CO 2.. Include a list of quantities of products required or eliminated and unit costs,with tonal amount of purchases and credits to be made. If 2. Architect's action may include a request for additional information, in which case Architect's time for response will start again. with other elements and for a comparison of these characteristics between submittal and actual component as tS) requested,furnish survey data to substantiate quantities. 3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor delivered and installed. Submit two sets, Owner wfil retain one, ;stain one as Project Record Sample. A. Fire offir uisl.ers: Portable, UL rated;with class and extinguishing agent as required by locations and P•1 0) 3. Indicate applicable taxes,delivery charges. equipment rental,.and amounts of trade discounts. to submit Change Proposal ac,,ording to Division 1 Section"Contract Modifications." 1. Transmit Samples that contain multiple, related components such as accessories together in one submittal classes of fire exposures. B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, piovide vented, self-contained, 4. Include costs of labor and supervision directly attributaNra to the change. a. If Contractor believes the R?:I response warrants change in the Contract Time or the Contract Sum, notify Architect in writing : package. � liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 5. include an updated Contractor's Construction Schedule hat indicates the effect of the change,including,but not limited to,changes in within 5 days of receipt of rhe RFI response. a. Identification: Attach label on unexposed side of Sample7. 1. Use of gasoline-burning ace heaters, o n flame heaters, , r salamander type heating units is prohibited. activity duration, start and finish times, and activity relatior ship. Use availaUe total float before requesting an extension of the Contract Time. E. On receipt of Architect's action, update the RFI log and immediately distribute;he RFI response to affected parties. Review 2» Disposition: Maintain sets of approved Samples at Project site,av,' Sle for quality-control cornparisons „ s g ng � � n I 6. Comply with requirements in Division 1 Section"Produc Requirements"if the proposed change requires substitution of one product or response and notifyArchitect within seven days if Contractor disagrees with response. Coordinate with Owner. throughout the course of construction activity. Sample sets may be used to determine final acceptance of 2, Hating Units: Listed and labeled for type of fuel being consumed, by a testing agency acceptable to system for product or system specified. y g g ty P y P authorities having jurisdiction, and marked for intended use. C. Proposal Request Form: Use AIA Document G709 for Proposal Requests. PART 2- PRODUCTS(Not Used) construction associated with each set. PART 3- EXECUTION PART 3- EXECUTION (Not Used) E. Submittals Schedule: Comply with.requirements specified in Division 01 Section"Construction Progress 1.3 CHANGE ORDER PROCEDURES I 3.1 INSTALLATION,GENERAL • A. Ona novel of a Pr END OF SECTION 01 31 00 Documentation." pp Proposal P.equost,Owner will issue a Change Order for signatures on AIA Document G701. I A. Locate facilities where they will serve Project adequately and result in minimum interference with performance 1.4 CONSTRUCTION CHANGE DIRECTIVE F. Application for Payment: Comply with requirements specified in Division 01 Section"Payment Procedures." of the Work. Relocate and modify facilities as required by progress of the Werk. A. Construction Chan Directive: Owner may issue a Construction Change Directive on AIA Document G714. Construction Chan 2.2 INFORMATIONAL SUBMITTALS PRINCIPAL IN CHARGR 9e Y ng SECTION Q1 32 00-CONSTRUCTK)N PROGRESS DOCUMENTATION B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer A. General: Prepare and submit Informational Submittals required by other Specification Sections. I , Directive instructs Contractor to proceed with a change in the Work,for subsequent inclusion in a Change Order, PART 1 - GENERAL , I needed or are replaced by authorized use of completed permanent facilities. 1C _ 1. Construction Chan Directive con►ains a complete description of chat in the Work. It also designates method to be followed to 1. Number of Copies: Submit two copies of each subinittal, uness otherwise indicated. Owner will not return copies. J --- +-' Change fk P change 9 1.1 SUBMITTALS 3.2 TEMPORARY UTILITY INSTALLATION determine change fn the Contract Sum or(he Contract Time. B. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or +_ PR(JieCTMANACBR }, A. Submittals Schedule: Submit tvu,copies of schedule. ,grange the following information in a tabular format: A. Genera Install temporary service or connect to existing service. GBL B. Documeraa,(ir,n- Maintain detailed records on a time and material basis of work required by the Construction Change Directive. person. Include lists of complated projects with project names and addresses, names and addresses of 1. Scheduled date for first submittal. 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, 1. After completion tri change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to arctrtects and owners, and other information specified. - -- - -.------ ', 2. Specification Section num:�er and title. to make connections for temporary services. DRAWNBY , ;; the Contract. 3.Submittal category(action or informational). C. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer B. Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. PART 2 - PRODUCTS(Not Used) complies with requirements in the Contract Documents anti, where required, is authorized by C;RTobias PART 3 EXECUTION Not Used 4. Name of stbcc�rnractor. , 1. Connect temporary sewers to municipal system as directed by authorities having jurisdiction. ry" ( ) manu.acturer for this specific Project. END OF SECTION 01 2fI 00 5. Description of the Work covered. C. Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities are ,!t U. Manufacturer Certificates: Prepare wcittr�n statements on manufacturer's letterhead certifying that P P t NO REASON _� ©ATE t .' "'' �` 6. Scheduled date for Architect's final release or approval. cleaned and maintained in a condition acce table to Owner. At Substantial Com letion, restore these facilities manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing ;, '� B. Contractor's Construction Schedule: Submit two opaque copies of initial schedule, large enough to show entire schodule for to condition existing before initial use. t .t.;5 SECTION 01 28 00-PAYMENT PROCEDURES experience where required. 1. Where installations below an outlet might be damaged by spillage or leakage,Protide a drip pan of suitable , ` entire construction period. F. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's s y PART1 - GENERAL P P size to minimize water damage. Drain accumulated water promptly t from ans. r 1,1 SCHEDULE OF VALUES 1. Submit an electrurlir,copy of s�hledtla, using software indicated, on CD R, and labeled to comply with requirements far 9 P P N P , recommendations,guidelines, and procedures for installing or operating a product or equipment. Include J. submittals. include type of schedule (Initial or UTrdutted)otic tato on Zabel. f r U. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction , ,ar A. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. name o p educt and name, address, and !telephone number of manufacturer. +, C. Daily Construction Reports: Submit two copies at weekly intervalst. personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance s �1., 1. Correlate tide items in the Schedule of Values with other required administrative forms and schedules, Including Application for , PART 3- EXECUTION r'?t � g� D. Field Condition Reports: Submit two copies at time n, discovery of differing conditions. of fixtures and facilities. ��.r. Payment forms with Continuation Sheets. 3.1 CONTRACTOR'S REVIEW y 1.2 COORDINATION E. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing o.' 11 2. Submit the Schedule of Values to Owner at earliest possible date but no later than five da before the date scheduled for A. Review each submittal and check for coordination with other Work of the Contract and for compliance drying of completed installations or for protecting installed construction from adverse effects of low temperatures � Ys A. Coordinate preparation arxi processing of schedules and reports with performance of construction activities and with ry g P R r►9 "initial of initial Applications for Payment. with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before 1.2 APPLICATIONS FOR PAYMENT scheduling and reporting of separate contractors. or high humidity. Select equipment that will not have a harmful effect on completed installations or elemet,is B. Coordiruite Contractor's Construction Schedule with the SchedLte of Values, list of subcontracts, Submittals Schedule, submitting to Architect. Contractor's being installed. A. Each 4,iplicahon for Payment shall be consistent with previous applications and payments as certfffed id for Owner. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and Pn PP P y Pa by ices reports,pttyrnern requests, and other required schedules and reports. F. Ventilation and Humidity Control: Providr:temporary ventilation required by construction activities for curing 1. Initial Applicabon for Payment. Application for Payment at time of Substantial Completion, and final Application for Payment 1.S pare tie commitments or performing critical elements of the Work from parties involved. location, submittal number, Specification Section title and number, name of reviewer,date of Contractor's ' or drying of completed installations or for protecting installed construction from adverse effects of high humidity. krmlve ack itlonal requirements. 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. approval, and statement certifying that submittal has been reviewed, checked, and approved for Select equipment that will not have a harmful efi Oct on completed installations or elements!ring installed. B. Payment Application Times: The date for each progress payment is indicated in the Agreement between Owner aril Contractor. PART 2- PRODUCTS compliance with the Contract Documents. Coordinate ventilation requirements to produce ambient condition required and The period of construction Work covered by each Apphration for Payment is the pe'.ad indicated in the Agreement. 3.2 OWNER'S ACTION p 2.1 SUBMITTALS SCHEDULE minimize energy consumption. C. Paymem Application Times. Progress payments s►sall be submitted to Owner indicated in Agreement. The period covered by A. General: Owner will not review submittals that do not bear Contractor's approval stamp and will A. Preparation: Submit to Owner, a schedule of submittals, arranged in chronological order by dates required by construction G. Electric Power Service: Use of Owner's existing electric power service will be permitted, as ling as each kpplication for Payment is one month,ending on the lest day of the month. return them without action. D. Payment kation Forms: Use AIA Document G702 and Ate Document l;703 Continuation Sheets as form far schedule. Include time required for reuriew, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing equipment is mai^,tained in a condition acceptable to Owner;unless otherwise indicated. y Appl Applications for dates B. Action Submittals: Owner will review each submittal, make marks to indicate corrections or H. Lighting: Provide t,�mporary lighting with it,^ switching that!,novices adequate illumination for construction Paymoro. 1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values,and Contractors Construction Schedule. I modifications required, and return it. Owner will stamp each submittal with an action stomp. operations,observations, insp(rctbns, and traffic conditions. C. Informational Submittals: Owner will review each submittal and will not return it,or will return it if 1. Install and operate tet�,00r:. lighting that fulfills security and protection requirements without operating E. Application Preparaibn: Complete every entry on font. Notarize and execute by a person authorized to sign lapel documents on 2. Submit concurrently with t'1e first complete submittal of Contractor's Construction Sche,:duie. P y ,g ng fY P qu Pe 9 behalf of Contractor. Owner will return Incomplete appttcations without action. it does not comply with requirements. 1 � 2.2 CONTRACTORS CUi4STRUCTION SCHEDULE, GENERAL entire system. I D. Partial submittals are not acceptable. will be considered nonresponsive, And will be returned without review. I. Telephone Sprsft„1- Provide temporary telephone service in common-use facilities for use by all construction I. Entries tJttall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions A.Time Frame: Extend scftec;l!e from date established for commencement of the Work 10 elate of Substantial Completion. r,l were made, P E. Submittals not requtired ay the Contract Documents may not h9 reviewed and may be discarded. 1. Contract completion date strut,riot be charged by su.rbrnisslon of a schedule that shows an early completion date, unless personnel. Install one telephone line(s)for each fieid office. 14 2. include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered b END OF SECTION 01 33 00 , , y eafically attteorized by CharKle Order. I. Provide adationa, .Rlephone lines for the following: 4� ' B. t,nnstraints: Include constre bits aWA work restr!;tfons indicated in the Contract Documents and as follows In schedule, a. Provide a decf.ated telephone tine for each facsimile machine and computer in each field office r;tt,� F. Transmittal: Submit two signed and notarized original copies of each Application for Payment to Owner by a method ensuring t up telephone portable y y SPECIFICATIONS aril show how tfre sequence r,.the OlOork Is affected. 2. Provides erintorwiern with cellular tel hone or rtable two-wa radio(or Lome when awe from field office. within 24 ham. One copy"N Include waivers of Nen and similar attachments ff required. 1.Worts Ree'rktiona: Shovr tttg effort of the following items on the schedule: J. Electronic Communication Service: Provide temporary electronic communication service, including electronic `,l,w j` h; O.W*al Appkcation for Payment: Admktistrattve actions and submittals that must precede or coincide with submidal of fkst a. Cooudiruatbr;with ext.tirp nstructiu,n. ail in field office. A' ; ation for P rt ktckxM the f b. Limitations d rx.:'Inuet; J fir) ayrtter oNovtrkg: occupancies. 3.3 SUPPORT FACILITIES INSTALLATION . 1. List of subcontractors, t + c. Unirdwrupflbfe aerW�as. A. General: Comply with the following: H,1 ..��:. 2 Schedule of Values d. Use of promises restrfct ons. 1, Provide incombustible construt�tion for offices, shops,and sheds located with n construction area or within �'s r, , 3 Contractor's C"ructfon Schedule(preliminary if not final). , #a`: 4 Submittals Schedule(proNmi H not final . e. Se.orated vartprrtrns. 30 feat o4 building Nees- Comply with NFf'A 241. . 11t + Y ) 2.Work Si. s: Indicate important Rtape9 Of tructign for each major portbui of the Wuxi!. 2. Maintain support facilities until near Substantial Completion. Remove bef�lre Substantial Completion. '='tri )+i 5 List of�,orMractols staff aasigrxne�ts. C. kAflestortnl. Irx.lude STIfl9ebrter'nrw.ared in the Contract Documents in racch+adtle, irtcltadirtp, but not limited to, the Notice Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions I'� r 8. List of CorMractan's principal cortsAsMs. ,r to Procrad, Stbstan ial 7. Copies c11 buildktg permits. Completion,and Rr►al Complstfon. accepfabkt to Owner. ,'"rk,.. 8 Copies of autthotizaftm and Noenees from aufharitiss titin"jurlsdiction for performance of the Work. D. C:,rttract ModMicatfons: For each propl�ad CrxMrrtct modiftcatfon erwl concurrent wuth its s:bmission, prepare a B. Traffk;Controls: Comply with requirements of authorities having jurisdiction. 629-3286-01 g. ktltial progress report. time impact analysis uskg frsgnets to rMmonatrate file etft�ct of the prcapos6d change on the averaN project acttvdtle. 1, Protect existing site imProvemerna to remain Iruclrxfi curbs, pavement, and utilities. j 'i", 10. Report of pnecorwtn�ction=Wwor>bs. 2. Maintain access for fire-fighting equlpmern and access to fire hydrants 1111111111111 __ i I 11 Certificates of Insurance and irwanxte polld s. AMMIIIIIIIIIIIII C. Parking: Use destgnated areas of Owner's or Landlord's existing parking areas for construction personne. ;,,;.r,, D. Dewatering Facikffus and Drains: Comply with requirements of authorities haiAntg juri coon. &nta n C Q Project site,excavatlom,and construction free of water. 02/26/0 l OF y•: AQ�N� �yy� T ' .+iMftilMq i !NI►'!I .- - - ilii. '•...,,+werwm�,nyn�,�."_ ar(ij�j jam,,."_.. w'Olii� MPMiM1 . .,.,, .., - ...- 11 . i+> ,a , f b ;� 5,. .. n . e. 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L 1A.., . . 1. , t """ ,, ".� , r = ..'i� .., �,, 'f. .s, 22 , u' *',': t 'oaf - SO a�-.•._._-.: 'i'-.':+,..; ..r -..', ;<' ."t-rs ,::'p.4�.r; -.., dy '§ r" 1['rx 5$Y4 i(l.' '.Gr".�onwL,vo.dtYfl�lli�- �S .w .....m, rr.Ya 1"ilf,irL'a"' '�•V1SW,Y"iQ,Yliav,♦. ,..,,:.r,•aJY"i.":xW:01 "sea.. Y� .�,b. civ:uw.�. ...,W..........,...�r.w..u,�vuY I ;A 2.7_PRODUCT SUfi iTITUTiONS SECTION 01 73 29-CUn'ING AND PATCHING PART 1 - GENERAL PART 2- PRCDUCTS .f.4 SECURITY,"N!;PROTECTION FACILITIES INSTALLATION A. Conditions: Provitle products as indicated.(�ri;ar wit,consider Contractor's reruest fur substitution when the i°IirnNing conditions 1'1 SUBl,tITTALS 2.1 MATERIALS A Environmental Protection: Provide protection,operate temporary fauflities, and conduct construction in ways and by methods that I Are satisfied. If the folk►wir conditions are not satisfied.!, Owner will return requests without action,except to record noncompliance A.Cutt'ag and Patching Proposal: Submit a proposal describing procedures at least 7 days before the time cutting and patching pr per po y ro a P< Po ng Pr Y f n41 A (,leaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of comply with envir°nmem.;regulations and that minimize possible air,waterway, and subsoil contamination or pollution or other undesiraNe with these requvernenti: will be performed,requesting approval to proceed. Inrlude ttie following i, formation: the surface to rye cleaned. Die not use cleaning agents that are potentially hazardous to health or property effects. I 1. Request do not impact thy,standard finishm for design intent. 1. Extent: f_-scribe ct."tting and patching, shrew how they will be parform,�. and indicate why they cannot be avoided. or that might damage finished surfaces. DOUG ROBIDOUX, AIA B Stormwater Contrul: Comply with authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction I 2. Products indik:ated are no longer available. 2. Changes t'o In-Place Construction: Describe anticipated results. fnuduw.•Y,hanges to structural eiemavts and operating PART 3- EXECUTION to prevent flooding by runoff of stormwatw from heavy rains. 3. Requested substitution offers Owner a substantial advantage in cost,time, energy oon:wrvation,or other considerations, after coinponents as well as changes in building's appearance and other significant visual elements. ,,, &RCHY1'ECf' C Tse and Plant Protection: Install tem I 3.1 FlN, CLEANING temporary fencing located as indicated or outside the drip line of trees to protect vegetation from deducting addiGaia responsibilities Owner must assume. Crkrnar's;additional responsibilities rosy intrude compensation to Owner and 3. Products•. List products to be used and firms or entities that will perform the Work. 11, damage from construction operations. Protect tree root systems froin damage,flooding,and erosion. Architect fo, isdosign and evaluation services,increased cost of other construction by Owner,aril similar considerations. 4. Dates: Indicate wl,on cutting and patching will be pertamed. A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws D. Past Control. Engage pest control service to recommend practices to minimize,attraction and harboring of rodents,road", and other 4. Requested substitution does not require extensive revisions to the Contract Documents. 5. Utility Services and Met:hanieaUl:lnactrical Systems: Ust serviceslsystemsfhat cutting and patching pra�eiurss will disturb or and or�;rnances and Federal and local environmental and antipollution regulations. _____.__._-__- ___-__-___ ..-- pests and to perform exterminatio-r and control procedures at regular intervals so f rojed will be free of is and their residues at 5. Substitution request is full documented and ro I submitted. affect. List services/systems that*11 be relocated and those that Kill be temporarily out of service. Indicate hov.•io B. Cleaning: employ experienced workers or professional cleaners for final cleaning. Clean each surface or J � 1 � y P P�Y c ServICeS/S � Y r � Unit to Condition e P � Substantial Completion. Obtain extended warranty for Owner. Perform control operations iawfully, using environmentally safe materials. 6. Requested substitution will riot adversely affect Contractor's Constructioit Schedule. ystemG vvih be disrupted. xpected in ar average commercial building cleaning and maintenance program. Comply with E. Site Enclosure Fence: Before construction operations,begin,furnish and install sfte enclosure fence in a manner that will prevent people 7. Requested substitution has received necessary approvals of authorities having jurisdiction. 6. Structural Elements: Where cutting and patching involve adding winforcemoot to structural elements, submit details and manufacturer's written histruct;ons. and animals from easily entering site except by entrance gates. 1 8. Requtnisted substitution is compatible with other portions of the Work. engineoing calculations showing integration of reinforcement with original structure. C. Pest Control: Engage an experiert+eu, licensed exterminator to make a final inspection and rid Project Of 1. Extern of Fence: As required to oncloss entire Project site or portion detetw.ined sufficient to accommodate construcion operations. 9.Requested substitu!ion provides specified warranty. 7. Architect's; oval: Obtain g patching pr rposal before cutting and 3tchi Appy approval of cutting and tchi g P ng. Approval does not waive right rodents,insects, and other pests. Prepare a report. F. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide B. Timing: Owner will consider requests for substitution if received within 10 days after the Notice to Proceed. Requests received to later require removal and replacement of unsatisfactory work. D. Comply with safety standards for cleaning. Do riot burn waste materials. DO not bury debris or excess - ----------.------------ ----__ lockable entrances to prevent unauthorized entrance,vandalism,theft, and similar violations of s5curity after that time may he considered or rejected at discretion of Ownw. 1.2 QUALITY ASSURANCE materials on Ov'ner's property. Do not discharge volatile, harmful,or dangerous materials into drainage G. Barricades,Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequata PART 3- EXECUTION(Not Used) A. Structural Elements: Do r.ot cut ar.a. atch structural elements in a manner that could change their load-carrying capacity or load- systems. Remove waste materials from Project site and d! barricades, includingwarning signs anu lighting. END OF SECTION 01 60 00 deflection ratio. i j spore of lawfully. I Ai,JrurviN�uxd the dr,i�x,Aora.,t owe tM ynrlvrry of ng gr 9 ng END OF SECTION 01 77 00 7Ae Archifea 7br rrpmdmrtioe,cop tirA er otbrr,ur H. Tomporar; Enck,-:uros: Provide temp. �ary enclosures for protection of construction, in progress ano completed,from exposure,soul B.Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their of chi,MaarsR,rirhokr ronin rv►irrrx ro.irxr i, weather.other ccriitruction operations• and similar activities. Provide temporary weathertight en-Iosure for building exterior. capacity to perform as intended or that results in increased maiwenance or decreasnd operational Ice or safety. SrECTtON Ol 73 00-EJtECUT10N PART 1 - GENERAL(Not Used) prolxbirrrl nuauny in finr,�rnrrnr rhll br,abjrd to C. Miscellaneous Elerrrartts: Do not cut and patch miscellaneous elements or related components 9e SECTION 02 41 1S-SELECTIVE STRUCTURE DEMOLITION PART 1 - GENERAL k�P,;nrtioN. 1. Where heating or cooling is needed and permanent encrosuro is not complete. insulate temporary enclosures. PART 2- PRODUCTS(`'lot Used) R ptxtents in a manner that could Chan I. Temporar7 Partitions- Provide floor to ceiling dustproof partitions tt?limit dust and dirt migration and to separate areas occupied by PART 3 - EXECUI IDN their load-carrying capacity,that results in reducing their capacity to perform as intended,or that results in increased mafntsnanee SUBMITTALS tenants from fumes and noise. or decreased operational life or safety. A. Schedule of Selective Demalitiorm Activities: Indicate detailed sequence of selective demolition arxf removal 3.1 EXAMINATION � 1. Construct dustproof partitions with gypsum wallboard with joints taped on oc cupisd side,and fire-retardant pl•-mod on construction A. Existing Conditions: The existence and location of site improvements, utilities and other construction indicated as existing aro not D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. I work,with starting and ending dates for each activity, interruption of utility services, use of elevator and stairs, operations side "� P d Catrad S g Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would,in Architect's opinion, and locations of temporary partitions and means of egress. guaranteed. Before beginning work, investigate and verity the existence and location of mechanical and electrical systems and other J.Temporary Fire Protection: install and maintain temporary fire-protection facilities of types needed to protect against reasonably construction affecting the Work. reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually B. Landtill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to .0 10 predictable and controllable fire losses. Comply with NFPA 241. , unsatisfactory ma,,ner. accept 1. Before construction,verify the location and points a connection of utility services. I ep hazardous wastes. ,ra 1. Prohibit smoking in construction areas. B. Acceptance of Conditions: Examine substrates,areas,and conditions,with Installer or 1.3 WARRANTr Applicator present where irxJicated,for A. Existing 1.2 QUALITY ASSURANCE LA,S$ 'j' 11 3.5 OPERATION,TERMINATION, AND REMOVAL a g performance. Record observations. ng Wrsranties: Remove, replace, pat•,h,and r9pair materials and.urfa:es cut or damaged during cutting and patching A. Demolition Firm Qualifications: Ane experienced firm that has specialized B Vd compliance with requirements for installation tolerances and other conditions affecting xpe spec a zed in demolition work similar in I ATX n A. Supervision: Enforce strict discipline in use of temporary facilities. To mir:mize waste and abuse,limit availability of temporary facilities 1. Verifycom tiNli with and suitability of substrates,including compatibility with existing finishes or operations,ty methods and with materials so as not to void existing warranties. pa ty ty ng p ty g primers. material and extent to that indicated for this Project. ''i to essontial and intended vises. PART 2- !JRODUCi'S q Comply go e9 beginning 2. Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and!fixture B. Regulatory Re umrements: Com ( with governing EPA notification regulations before be innin selective ' [� ��'� • B. Maintenance: Maintain facilities in good operating condition until removal. 2.1 MA:TFRIALS demolition. Comply nth hauling and di installation. p y r' ng disposal regulations of authorities having jurisdiction. 1. Maintain operation of temporary enclosuros, heating,cooling, humidity control, ventilation,and similar facilities on a 24-hour basis whore a• D.General: Comply with requirements specified in other Sections. "g g 1 1'5► 51 g2 �,' required to achieve indicated results and to avoid 3. Examine walls,floors,and roofs for suitable conditions where products and systems are to be in.tarlrad. C. Standards: Comply with ANSI A10.6 and NFPA 241. '9 yt possibility of damage. 4. Proceed with installation one after unsatisfactonr conditions have belen corrected. Proceedi with the Work indicates B. I , Place Materials: Use materials identical to in-place materials. For exposed surfaces, use materials that visually match in-place C. Temporary'acility Changeover. Do not change over from using temporary security and protection facilities is permanent facilities until y ,.jjacent surfaces to the rullest extent possible. D. PredamOlition Conference: Conduct conference at Project site. �� acceptance of surfaces and conditions. 1.3 PROJECT CONDITIONS OF O a Substantial Completion. 1. If identical materials are t.nnavailabla or cannot be used, use materials that,when installed,will match the visual arta functional 3.2 PREPAPATION A. Owner and tentants will occupy _ D. Termination and Removal: Remove each temporary facll:ty when need for its service has ended, wizen it has been replaced by performance oS in-place materials. py portions of building immediately adjacent to selective demolition area A. Existing Utility Information: Furnish information to local utility, landlord, and Owner that is necessary to adjust, move,or relocate , � �� authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary. restore permanent construction y PART 3- EXECUT,ON Conduct selective demolition so operations will not be disrupted. �---'� (, ✓'`-----� existing utility structures, utility poles, lines, services,or other utility appurtenance located in or affected b construction. 3.1 EXAMINATION B. Notify Architect of discrepancies o that may have bekxt delayed because of interference with temporary facility. Repair damap d Work,clean exposed surfaces, and replace Coordinate with authorities having jurisdiction. Y pancies between existing conditions and Drawings before proceeding with C� ../�� construction that cannot be satisfactorily repaired. A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. selective demolition. l� 4 1 r B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing 1 � c' Materials and lacilities that rcnstitute temporary facilities a-e property of Contractor. Owner resew,s right to taks possession of Project portions Compatibility: Before patching,verify compatibility with and suitability of substrates, including compatibility with in-place finishes C. Hazardous Materials: it is not expected that hazardous materials will be encountered in the Work. -e er identification signs. each product. Where P� ns of tis Work are indicated to fit to other construction,verify dimensions of other Construction by field or rimers. g P 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately �� i 2 At Substantial Completion, cl n n r v permanent n facilities measurements setons fabrication. Coordinate fab♦fcation schedule with construction progress to avoid delaying the Work. I y notify O " O ea and ate per t r t used during uonsi:u^i;,�r period. Comply with final cleaning C. Spade Requirements: Verity space requirements and dimensions of items shown diagrammatically on Drawings. 3. Proceed with Installation only after unsafe or unsatisfactory conditions have been corrected. Architect and Owner. Own 3r will remove hazardous materials under a separate contract. requirrrne E specified in Division O1 Section "Closeout Procedures." D. Revfev of Contract Documents and Field Conditions: ImmWiatelV on discovery of the need for clarification o'I the Contract 3.2 PREPARATION D. Sale of removed items ur materials on-site is not permitted. * *fir r r END OF SECTION 01 50 C�'n A. Tempa' �ry Support: Provide temporary support of Work to be cut. D G to �, i. Tr , [k�:umerits, submit a request for information to Owner and Architect include a detailed description of problem encountered,together E. Coordinate reuse and storage of removed materials with Owner's Representative and landlord. , B. Protection: Protea in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather F. Utility with recommendations for changing ,he Contract Documents. Subin t rdduest.,on CSI Furm 13.2A, "Flaquest for Interpretation." y ServicA: Maintain existing utilities indicated to remain in service and protect them against damage fir'-dF.'i�•��(' conditions for potions of Project that might be exposed during.. ,tting and patching operations, Tooroutaw To ME SECTION 01 60 00-PRODUCT REOUtIiE1f�NTS PART 1 - GENERAL 3.3 CONSTRUCTION LAYOUT � during selective demolition oper2ktions. 1 A SUBMITTALS A. Verification: Before proceeding to lay out the Werk, verity layout it formation shown on Drawings, in relation to the property C.Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. `�-""�_�r � f D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are required to be removed, I 1. Maintain fire protection facilities in service during selective demolition operations. A. Substitution Requests: Submit three copies of each rcaqu�st for consideration. Identify product or fabrication or installation method�o be survey and existing benchmarks. If discrepancies are discovered, nk.:ify Owner txcrr.,�tly. 1.4 WARRANTY replaced. Include Specification Section number and title and Drawing numbsrs and titles. B. Building Linos and I_weis: Locate and la out control linesand!suets for siruet.ires,building foundations,Column rids,and relocated,or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. y g g 3.3 PERFORMANCE I A. Existing Warranties: Remove, replace,patch, and repair materials and surfaces cut or damaged during t. Substitution on: Shy Form: Use CSI Form 13.1 A. floor level,, including those mquirod for mechanical and elWarical work. Transfer survey markings and elevations for use with control A.General: Employ skill , selective demolition, by methods and with materials so as not to void existing warranties.2. Documentation: Show compliance with requirements far substitutions and the terlrnnring,as applicable: lines and levels. Level foundations and piers from two or More locations.. ply earl workers to perform cutting arid patching. Proceed with cutting and patching at the earliest feasible time, g s and complete without delay. PART 2- PRODUCTS(Not Used) a. Statement indicating why specified material or product cannot be provided. 3.4 INSTALLATION PART 3- EXECUTION b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by A-General: Locate the Work and components of the Work accurately,in correct aligroment and elevation, as indicated. I 1• Cut in-place construction to provide for installation of other components or performance of other construction,and subsequently Owner and separate contractors,tkat will be neces=sary to accommodate proposed substitution. 1. Make vertical work plumb and make horizontal work level. i patch as required to restore surfaces to their original condition. 3.1 EXAMINATION c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes 2.Where space is limited, install components to)maximize space available for maintenance send ease of removal for n lace„tent. 1 B. Cutting: Cut in-place construction by sawing,drilling,breaking,chipping,grinding,and similar operations, including excavation, A. Verify that utilities have been disconnected and capped. a such as performance,weight, size,durability.Visual effect,and specific features and requirements indicated. 3.Conceal pipes,duct:, and wiring in finished areas, unless otherwise indicated. using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with B. Survey existing conditions and correlate with require,nents indicated to determine extent of selective d. Product Data, including drawings a,!d descriptions of products and fabrication and installation procedures. B.Comply with manufacturer's written instrustidns and recommendations for installing produces in applications indicated. original Installer;cumply with original Installer's written recommendations. demolition required. "D I s. Samples. where applicable or requested. C. Install products at the time and under conditions that will ensure the best t 1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut toles and slots C. When unanticipated mechanical,electrical, or structural elements that conflict with intended function 4 W P possible res4.ts. Maintain conditions required for product sp I. Research/evaluation reports evidencing compliance with building code in effect for Project,from a model code organization acceptable to pertamanoe until Substantia!Completion. as small as possible, neatly to size required, acrd with minimum disturbance of adjacent surfaces. Temporarily cover openings when or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a Cc authoril;as having jurisdic;..xn. D. Cond-ict construction rations so no art of the Work is su •eded to�darna• in operations or loading in excess of that a not in use. written report to Architect. � � P t� 9 9 Para 9 • expected eP = y g. Detailed comparison of Contractor's Construction Schedule using 2. Finished Surfaces: Cut or drill from the exposed or finishes side into concealed surfaces � cr, pa ng proposed substitution with prnxiu.�ts specified for the Work, including effect during normal conditions of occupancy. D. Engage a professional engineer to survey condition of building to determine whether removing any element on the overall Contract Time. if specified product or method of construction cannot be provided within the Contract Time, include letter from E.Tools and Equipment: Do not use fouls or equipment that produce harmful noise levels. 3. Concrete: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. migrit result in structure!deficiency or unplanned collapse of an portion of structure or adjacent structures q`, t1Y CM 4. Mechanical and Electrical Services: Cutoff or conduit in walls or partitions to be removed. C y P t M N manufacturer,on manufacturer's letterhead, stating lack of availability or delays in delivery. F. Templates: Obtain and distribute to the partior involvrsd templates for work spe6fie d to be factory prepared and field installed. pipe P tip'valve'or plug and seal during selective demolition operations, � 0) Cr CV h. Cost information, including a proposal of change,if any, in the Contract Sum. Check ShopDrawings of other work t°confirm ti-,jt a remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. gadequate provisions are made for locating aril installing products to comply with patching. operations requiring cutting are complete. E. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs. C Q 0) f.Contractor's certification that proposed substitution complies with requirements in the Contras!Documents and is appropriaie for applications indicated requiremrartt_. 5. Proceed with atchi after construction F. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. � � C indncated• in i achors and Fasteners: Provide anchors acrd fasteners as r ulnad to anchor each component secure) in lace,accurate) C. Patching: Patch construction by filling, repairing, refinishing,closing up, and similar operations following performance of other T d V p° y P y Work. "etch with durable seams that aro as invisible as possible. Provide materials and comply with installation requirements 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL.RICAL SYSTEMS 76 cc I. Contractors waiver of rights to additional payment or time thet may subsequently become necessary because of failure of proposr�ci substitution � located and aligned with other portions of the Work. ,, A. Existing Services/Systems:stems: Maintain services/systems O to produce indicated results. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Owner. specific• in other Sections. g r, Y ystems indicated to remain and protect them against damage C C 3. Owner's Action: If necessary,Owner will r 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. during selective demolition operations. Q y request additional information or documentation for evaluation within 5 days of receipt of a 2. Allow for building movement, including therms!expansion and contraction. � � P � � ty ,f , � � _ � T3 xp exposed finishes of patched areas and extb,nd finish restoration into retained adjoining construction B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and _ U) C request for substitution. Owner will notifyContractor of acceptance or rejection of proposed substitution.,vithin 10 da s of recei t of 3. Coordinate installation of anchors as. Furnish settin drawin s,tem ates,and directions for installin 2• Exposed Finishes: Restore e In el P Po Y P g g g templates, g anchorages; including mechar;icaVetecfrical s 0 0 � a (Lf request. or 7 days of receipt of additional information or documentation,whichever is later. sleeves,concrete inserts,anchor bolts, and items with integral anchors,that are to be embedded in concrete or masonry. Deliver I in a manner that will eliminate evidence at patching and refinishing. systems serving areas to be selectively demolished. M C � .- a. Form of Acceptance: Change Order. such items to Project site in time for installation. 3. Floors and Wall,: Where walls or partitions that are removed extend one 6nishod area into another,patch and repair floor and 1. Arrarge to shu;off indicated utilities with utility companies. L b. Use product specifiedif Owner cannot make a decision on use of a proposed substitution within time all°rated. H.Joints: Macke joints of uniform width. Where joint locations in exposed work are not indicated,anion nfnts for the best visual wall surfaces in the new space. Provide an even surface of uniform finish,cold., texture, and appearance. Remove in-placo floor 2. If services/systerns are required to be removed, relocated, or abandoned,before proceeding with selective 1A - CL 0 1.2 PRODUCT DELIVERY, STORAGE, AND HANDLING effect. Fit exposed connections together to form hairline joints. J and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. � demolition provide temporary services/systems the!bypass area of selective demolition and that maintain �j�- cu a A. Deliver, store, and handle products using means and methods that will prevent damage,deterioration,and loss, including theft. Comply with 1. Hazardous Mate.ials: Use products,cleaners,ancf installation materials that are not considered hazardous. 1 4. Ceilings: Patch, repair,or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. continuity of services/systems to other parts of building. � 3: (/) manufacturer's written instructions. 3.5 PROGRESS CLEANING 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. 3. Cid off pips or conduit in walls or partitions to be removed. Cap, valve,or plug and seal remaining portion of U') B. Delivery and Handling. A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint-use areas where D. Cleaning: Clean areas and spaces where cutting and patching are performed. completely remove pant, mortar, oils,putty, pipe or conduit after bypassing. � 00 J g P 9 n9 1 yp• ng• 1. xhedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. more than one installer has worked. Enforce reouirements strictly. Dispose of materials lawfully. and similar materials. 3.3 PREPARATION0) 2. Cnofdfnate d -ery with installation time to ensure minimum holding time for items that are flammable, hazardous,easily damaged,or sensitive 1. Comply with requirements;in NFPA 241 for removal of combustible waste materials and debris. END OF SECTION 01 73 29 A. Temporary Shoring: Provide and maintain shoring, bracing, and structural supports as required to preserve to deterioration,well,and other losses. 2. Do not hold materials more than 5 days during normal weather or 3 days if the temperature is expected to riso above 80 deg F, stability and prevent movement, settlement, or collapse of construction and finishes to remain,and to prevent ackam 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging syste ,complete with 3. Containerize hazardous and unsanitary waste materialn separately from other waste. Mark containers appropriately and disperse of unexpected or uncontrolled mo!rement or collapse of construction being demolished. labels and instructions for dandling, storing, unpacking,protecting,and ins'.0ing. legally, according to regulations. SECTION 01 77 00-CLOSEOUT PROCEDURES PART 1 - GENERAL 3.4 SELECTIVE DEMOLITION 4. Inspect praJucts on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly B. Site: Maintain Project site free of waste materials and debris. protected. 1.1 SUBSTANTIAL COMPLETION A. General: Demolish and remow.i existing construction only to the extent required by new construction and as C Stora C.Werk Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. , indicated Use methods required to complete the Work within limitations of governing regulations and as follows: Storage: 1. Hwnove liquid spills promptly. f Preliminary Procedures: Before requesting inspection n for determining date of Substantial Completion, complete the 1. Neatly cut operings and holes plumb, square, arra true to dimensions required. Use cutting methods least 1. Store products to allow for inspection and measurement of quantity or counting of units. 2. Where dust would impair prosper execution of the Work, Ixoorn-clean or vacuum the entire work area, as appropriate. following. List items belay'that are incomplete in requY :;. 2. Store materials in a manner that will not endanger Project structure. D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructio•es of manufacturer or fabricator 1• Prepare a list of items,o be completed and corrected (punch list), the value of items on the list, and reason^why the likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed 3. Store products that are subject to dame g g Work is not complete. for sawing or grinding, not hammering and chopping, to minir nize disturbance of adjacent surfaces. Temporarily P I damage by the elements, under cover in a weatharti ht enclosur3 above round,with ventilation of product ins`ailed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended,use P adequnts to prevent condensation. cleaning materials that are not hazardous to health or property and that will not dmcover openings to remain.damage exposed surfaces. 2. Advise Owner of pending insurance changeover requirements. PRINCIPAL IN.'ri AN1:H 4. Store cementitious products and materials on elevated platforms. E. Concealed Spaces: Remove debris from concealed spaces bofore enclosing the specific we.rrarities, workmanship bonds, maintenance service agreements,final certifications, ,znd similar 2. Cut or drill from the exposed or finished side into concealer+surfaces to avoid marring existing finished � pa g ,pace. 3. Submits >7 surfaces. {(- .S. Stora foam plastic from exposure to smrstlight,except to extent necessary for period of installation and concealment. F. Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and documents. _ -------- 6. Comply with product manufficturer's written instructions for temperature, humidity, ventilation,and weather-protection requirements deterioration at time of Substantial Compleiion. 4. Obtain and subrnit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include 3. Do not use cutting torches until work area is cleared of flammable maierials. At concealed spaces, such as PRoll;CTMANAGe !�^ for storage. G.Waste Disposal: Burying or burning waste materials on-site will not be I duct and pipe interiors, verify condition and contents of hidden space before starting f lame-cutting operations ry :) fig permitted. Washing warts materia!s down sewers or into occupancy permits, operating certificates, and Similar releases. GBL 7. Protect stored products from damage and liquids from freezing. waterways will not be permitted. Maintain fire watch and portable fire-su suppression devices during flame-cutting operations. I 1.3 PRODUCT WARRANTIES 5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final Completion construction p° � � g � ------- �_ H. During handling and installation,clean and protect constrw1ion in progress and adjoining materials already in place. Apply photographs; damage or settlement surveys,property surveys, and similar final record information. 4. Locale selective deniolition equipment and remove debris and materials so as not to impose excessive loads DRAWN BY A. Warranties specified in other Sections shall be in addition to,and run concurrent with,other warranties required by the Contract protective covering where required to ensure protection Irom damage or deterioration at Substantial Corr ipletion. 6. Deliver tools are arts extra materials, P Y Y on supporting walls,floors, or framing. spare p a applicable. s, arta similar items to location designated by Owner- Labe!with manufacturer's GR"C'obias Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under L Clean and provide maintenance on completed construction as frequently as necessary thro,'gh the remainder of the construcs:nn Warne arta mods! number where applicable. B. Existing Items to Remain: Protect construction indicated to remain against damage and spiting during _ requirements of the Contract Documents. period. Adjust and lubricate operable components to ensure operability without damaging effec,s. t. Manufacturer's Warranty: Pr. noted written warrant y 7. Make final changeover of selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage y epr' y published by individual manufacturer for a particular product and specifically J. Limiting Exposures: Supervise construction operations to assure that ne art of tho construction,com leted or in ro ress, is 9 permanent locks and deliver keys to Owner. Advise Owner's personnel°f changeover in NO_1 - --REASON DATE endorsed by manufacUuer to Owner. P P progress, security provisions. location dunrig selective demolition and cleaned and reinstalled!n their original locations after selective? - subject to harmful,dangerous,damaging, or otherwise deleterious exposure during the construction period. 2. Special Wrvranty: Written warranty required by or incorporated into the Contract Documents, either to extend time limit provided by 3.6 STARTING AND ADJUSTING 8. Complete startup te4tirta of slmtems. demolition operations are complete. manufacturer's warrAnty or to provide more rights for Owner. I A. Startui ment and o 9. Submit test/adjust1balance records. 3.5 DISPOSAL OF DEMOLISHED MATERIALS eq p pe►rating components to confirm proper+ipesation. Remove malfunctioning units, r tplace with new units, 10. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. A General: Remove demnlished materials from Project site and legally dispose of them in an EPA-approved B Special Warranties: Prepare a written document that contains appropriate terms and identiticaticn,reae+y far execution. Submit a � and retest. landfill. draft :,,t approval before final execution. B. Adjust Operating components for proper operation without binding. Adjnst equipment for proper operation. 11. Advise Owner of changeover in heat and other utilities. Burn! Do not burn demolished materials 12. Submit char Dover information related to Owrt9r's occt ani, use, ration,, and maintenance- 1. Manufacturer's Standard Form: Modified to include Project-specific information and properly executed C. Test each piece of equipment to verify proper operation, Test and adjust controls and safeties. Replace damaged and y' ° Disposal: Transport demolished materials off Owner's property and legally dispose of thorn. 2. Specified Fern: When specified forms are included with the Specifications,prepare a written d)cumer't using appropriate form malfunctioning controls and equipment. 13. Complete final cleaning requirements, including touchup painting. C.C. CLEANING pt'veirly executed. D. Manufacturer's Field Service. If a factory-authorized service representative is required to inspect field-assembled components 14. Touch up and otherwise,repair and restore marred exposed finishes to eliminate visual defec's. 3.6 3 Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting e? B. Inspection:ecial and equipment installation. A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition w4nanties Submit a writi:ar request for inspection for Substantial Completion. On receipt of request,Owner will either 3.7 PROTECTION OF INSTALLED CONSTRUCTION proceed with in operations. Return adjacent areas to condition existing before selective demolition operations began, p inspection or notify Contractor of unfulfilled requirements. Owner will prepare fire Certificate of Substantial C. Submin at Time: Comply with requirements in Division Ot Section"Closeout Procedires." A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion rafter inspectior-or will notify Contractor of items,either on Contractor's list or additional items identified by END OF SECTION 02 41 19 PART 2- PRODUCTS Completion. 2 1 PRODUCT SELECTION PROCEDURES B.Comply with manufacturers written instructions fortemperature orad relative humidity. Owner,that must be completed or corrected before certificate will be issued.1. Reinspection- Request reit :pection when the Work identified in previous!nspections as incomplete is completed or A General Product Requirements: Provide products that comply with the Contract Documr�rts,that are undamaged Find,unless 3.8 CORRECTION OF THE WORK corrected. otherwise indicated, that are new at time of installation. A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. Comply with requirements in 2 rrected.of completed inspection will form file basis of requirements for Final Completion. I Pro-,ids products complete with r,ccrosories,trim.finish,fasteners,and other items needed for a complete installation and indicated Division 01 Section"Cutting and Patching." i q P use And tract. t. Resnl includes replacing defective parts, refinishing damaged surfaces, touching Lip will, 1.2 FINAL COMPLETION matching materials, and properly 2 Standard Products' If available,and unless custom products or nonrta,►dard options ars specified,provide standard products of adjustiting g o operating equipment A. Preliminary Procedures: Before requesting final inspersion for determinhig date of Final Completion, types that have been produced and used successfully in similar situations on other projects. B. Restore permanent facilities used during construction to their specified condition. complete the following: 3 Owner reservers the right to limit selection to products with warranties not In conflict with requirements of the Contract Documar'w. C. Remove and replace damaged sw-faces that are exposed to view if surfaces cannnt be repaired without vislt le evidence of repair. 1• Submit a final Applicatior for Payment according to DMsion 01 Section"Payment Procedures." 4 Where products are artxxnpanied by the term"match sample,"aa•:.,"-':!to be matched in Owner's D. it components that do not v � , 2. Sub,nit certified c �' p � P! Reps pen operate poperly. Remove arta replace operating oomponr"„s t,.at..annot be repaired. copy of Owner's Substantial Completion in• coon list of items t°be corn clod or 5 `fie Raipfive,performance, acrd re lwen)e standard requirwnents In the Specifications establish"salient characteristics"of products, E. Remove and replace chipped,scratch@@'.,and broken glass or reflective surfaces correr ti d (punch list), endorsed and dated by Owner. The certified copy of the list shall state that I Product Solectron Pror�urtes END OF SECTION 01 73 00 each Its n has been completed or otherwise iesgolved for acceptance.1. . Viii w Where Snentications include a list of names of both prMucts and mtmtdacturtifrs,provide one of the producis listed that 9 Subm t evidence of final, continuing insurance covers a com I with Insurance requirements. ` ng g P Y''¢ � ccrmpii,3!,with regtrir•ernnerttia. , 2 Manufacturers: Where Specifications include a list of mantafKlurers'names,provide a product by one of the manufacturers. listed Im t pest-control final inspection report and warranty. that complies with requiremrn'-rits, j 5, mrrjtn st Owner's personnel in operation, adjustment, and maintenance of products, 9quipment, and systems. 3 Basis-of-Design Product: Whwe Specifications name a product and Include a list of manutactureirs,provioo the specified product B, InspFction: Submit a written request for final inspection!or acceptance. On receipt of request, SPECIFICATIONS i manUla4t or a compOwne' will either proceed with lnspevtion or notify Contractor of urdulfllied requirements. Owner arable product by one of the other namedlXeirs. Drrlrovings and Spaciticationa rndieerte 91m.pr0*1tAs,dimensions, will prepare a final Certificate for Payment after ins,pectlat or will nobly Contractor of construction that and other characteristics that are bated on the ptoduct named. Comply with provietions in Part 1"Compfxefbls Products Artkde Mr VAN he completed a corrected before Payment, after I will ti rued. consideration of on urinwnod oroduct by the other namerd mmiullwturemrs. I. Reinspection: Request re!nsnpection when the Work Identified in previous inspections as incomplete is completed or corrected. 1,3 LIST OF INCOMPLE'T'E ITEMS(PUNCH LIST) A. Preparation: Submit three copies of list. Include name and Identification of each space and area affected by consfnar;tion operations for incomplete items and Items needing correction incWng, N f►eceaeary, areas diWurbed by Contractor that are outside ti�,e limit£of construction Llse CSI Form 14.IA. 1. 1. Organize Items applying to each space by major element, Including categories for coifing, individual �2J,.3L,d��O 1 t •`, nnwalls, floors,equipment, and building systems. 1.4 WARRANTIES A. Submittal Time: Submit written warranties nn r9quest of Owner fox 11,11111IM-1-NIM 11I of the Work 11111111111111111111111111111111 ill". YVI1ere OammettCemeett of warranties other thane date of Substantial(,orrt¢IMMrsI1 IE iIIllid. c B. Organize warranty documer4s Into en orderly sequence based on the table of o[MMents of the Project:Mentiai. 02/26/07 S R-2 � , I L_ .___ I ;,g Of 40, - . ... t�5, : . . .. - . ..� iw .. -..-,. , .,, 4' • ,, 11C , t� prt'" v' .i I mt, ,f. Qf r.'ti- i..s,Q xti eI ; y' ..Y ,i F ' t h<I,l^ tF,TM11 ee 2. I,j 4" s.a kern ,P.I 7 S1.P �. 5 t. ` Yi - ., _ - _ . -I F "'1 ., ,. - - �c _ �,, � rt„ r ,,, . , .{ " .. I i „S' �a, i ,a.�;,, D ,. 9< < .ON, I kI ti I 9 r . I _ ,. .,-, ,.,., r.. ,.::,. "., S. R ,. YWil .,. u...,.....-.�,+-.,��._ wiau,:..i,Lwtivu-s.•:,wa...aa7n-,+``�.:=....,.u•.wfw.»:-�+w.,.laaa.cY,aYia�r.re" rkYYYYir f � -: �.,_�.e� ,.,:..i _-_ .cw'Yw+W4of.wr�auw,rru._ �..._i4r.rwN alhlYWYri.i�i�wi�iir� dM ,....-ww,mY -s..Lu.u.u:..,.-..,«._.._.....4-.,s.a.d,w.•,n:rt.u:,......�+.._-.........,w....-.,..,...1..,.-v...- ....awuWd.. � .. ,. ._ _ ,. .. � . . 1P, .. -. IN �. 2.2 rrNCHORS,CONNECTORS,AND MISCELLANEOUS MATERIALS G. M", Ilaneous Steel Trim: Fabricate units from steel shapes, plates, and bars of profiler;shown with cositinuousfy welded - SECTION 03 3C S3-CAST-IN-PLACE CONCRETE(LMKTED APPLJCATIONS) A. Cart ri-Steel Shapes and Plates: ASTM A 36/A 36M- joints and smoothexposed sed PART 3 EXECUTION PART 1 - GENERAL I PiA�nei xpo cadges. Miter corners and use c;arioeabd field splices where possible. i'rovNae cutouts,fittings, 3,1 INSTALLATION 1.1 SUBMITTALS I B.Carbon-Steel Bars: ASTM A 108,AISI Grade 1018. and anchorages as needed to coordinate assembly and installation with other work. A. Before installation, C. Bolts: ASTM A 307 or ASTM A 325. 2.5 FINISHES condition woodwork to average prevailing humidity conditions in installation area. A. Product Data: For each type of product indicated. Examine shop-fabricated work for completion and complete work as required, including removal of packs B. Design Mixtures: For each concrete mixture. I 2.3 GFRC MIXES A. Comply with NAAMM's"Metal Finishes Manual for Architectural and Metal Pr ikfiucts for recommendations for applying ^g DOUG ROBIDUUX AIA r9 and backpriming. + 1.2 QUALITY ASSURANCE A. Backing Mix: Proportion backing mix of portland cement, glass fibers, sand.and admixtures to comply with design and designating finishes. Finish metal fabrications after assembly. - 1' - A. Manufacturer Quahtications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements. Provide nominal glass-fiber content of not lets than 5 Percent by weight of total mix. PART 3- EXECUTION B. Grade: Instep woo�work to comply with requirements for the same grade specified in Part 2 for fabrication ARCHI'I'l t`I of typo of wMu:.;,�I,noiv,--d. requirements for production facilities aril equipment. B. Face Mix: Proportion face mix of portland cement,sand, fwr+,ing aggregates, and admixtures to comply with design 3.1 INSTALLATION F. B.Comply with ACI 301, ;,Specification for Structural Concrete.' requirements. A. General: Perform cutting,drilli; with concealed and fitting required for installing metal fabrications. Set Imetal fabrications accurately C. Irtcon woodwork revel, plumb,true, and Straight to a tolerance of 1/8 inch in 96 inches. Shim as required shims. --- ----- ----- _ C.Comply with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials.' 2.4 PANEL FRAME FAttrue. RICATION in location, with edges and surfaces level, plumb, and tr oncreons - --_ 11 `' 1. Fite sad connections accurate t other. Weld connections that are not to be left as D. Scrib3 aixi cut woodwork to fit adjoining work, refinish cut surfaces, and repair damaged finist at cuts. PART 2- PRODUCTS A. Fabricate panel frames and accessories plumb, square, true to line, and with components securely ts:sienred, �' accurately og xposdd joints but cannot be I E Anchor woodwork to anchors or blocking built in or directly attached to substrates. Beaune with countersunk, 2.1 FORMWORK according to Shop Drawings and roquiremenfs in this Section. shop welded. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after 13brfcation. " A. Furnish formwork and formwork accessories accor�Ji to SCI 301. 2. Provide anchorage devices and fasteners wnere metal fabrications are required to be fastened to in-place construction. { concealed fasteners and blind nailing as required for complete installation. Use fine finishing nLils aor exposed nil 1. Fasten coli-formed metal framing members by welding. Comply with AWS D1.3 requirements and procedures for fl eq p Ill ! fastening,countersunk and filled flush with woodwork and matching final finish i(transparent finish is indicated. µ, ?..2 STEEL REINFORCEMENT welding, appearance and quality of welds, and methods used ill correcting welding work. B. 1-ouch up surfacers and finishes atter ;,-ak-tian `� 1. Galvanized Surfaces: Clean field welds,bolted connections,and abraded areas and r air alvanizi to com I with F. Standing and Running Trim: Install with minimum number of joints possible, using full-length pieces(from _ _ :, A. Reinforcing Bars: ASTM A 615iA 615M,Gracie 60,deter red. 2. Fasten training members of hollow siuvctural sections, steel channels,or steal angles by welting. Comply with AWS D1.1 ep g rig p y B. Plain-Steel Welded Wire Reinforcement: ASTM A 185,faoricawd from as-drawn steel wire into flat sheets. maximum length of lumber available to greatest extent possible. Scarf ninni r uirerrrents and procedures for veldt ASTM A 780. � } 9 p ng joints and stagger in adjacent E4 p welding,appearance arid quality of welds and methods used in correcting welding work. 2.3 CONCRETE MATERIALS void related members. Fill gaps. f any,between top of base and wall with plastic wood filler,sand smooth, and 3. Weld flex,gravity, and seismic anchors to panel frames. END OF SECTION l 50 00 1Ah drag. axd the dru x,bna-x,m the p ^e► A. Cemenbtious Material: Use the following rementitious materials,of the same type,brand, and source throughout Project: B. Reinforce, stiffer+, and brace(rami assemblies, if necessary, to withstand handling,dative and erection stresses. finish same as wood base if finished. R 1, rr nl 1. Pottland Cement. ASTM C 150,Type 1/I1. Supplement with the following: ng' ry' END OF SECTION 06 40 13 l Ae Arrhika 'ibe rvprodxrrtox,,oprxf,or elher+ile a. Fly Ash: ASTM C 618,Class C o/thn a Lift fabricated assemblies in a manner that prevents damage or significa�lt distortion. SECTION 0610 53-MISCELLANEOUS CARPENTRY PART 1 - GENERAL haixR xrthow!heirurrrrex,oa,cxrh a s a to B. Normal-Weight Aggregate: ASTM C 33,graded, 1-inch nominal maximum aggregate si2.5 GFRC FABRICATION 1.1 SUBMITTALS xe. SECTION 07 31 00-BUILDING INSULATION PART 1 - GENERAL trvbihired and as)'in�' �roew rill br im]<' C. Water: ASTM C 94/C 94M;potable. A. Proportioning and Mixing: For backing mix, meter sand/cement durry and glass fibers to spray head at rates to achieve A. Product Data: For each type of process and factory-fabricated product. 1.1 PERFORMANCE REQUIREMENTS ,Ail arrinx. design mix proportions and lass-fiber content accords to PCI MNL 130 procedures. I 1. Include data for wood-preservative and fire-retardant treatment from chemical treatment manufacturer and 2.4 ADMIXTURES 9 P fl Ir p A. Plenum Rating: Provide glass-fiber insulation where indicated in ceiling plenums whose test performance A.Air-Entraining Admixture: ASTM C 260. B. Spray Application: Comply with general procedures as fellows: certification trfr treating plant that treated materials comply with requirements. is rated as follows for use in plenums as determined by testing identical products per"Erosion Test"and --- -B. Chemical Admixtures: Provide admixtures certified by manufacturer to be cimpatible with other admixtures and that will not contribute 1. Spray mist coat over molds to a nominal thickness of 1/8 inch on planar surfaces. I PART 2 - PRODUCTS "Maki Growth and Humidity Test"described in UL 101, or on comparable tests from another standard water-soluble chloride ions exceedingthose itted in hardened concrete. D i not use calcium chloride or admixtures contains 2. Proceed with spry i backs mix be,ore face mix has set, using procedures that produce a uniform thickness and even 2,1 WOOD PRODUCTS, GENERAL ep ng iuri,,diction. ,, P� containing Y n9 n9 �P R acceptable to authorities having calcium chloride. distribution of glass fibers and matrix. A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide 1. Mold Growth and Humidity Test r:,c.Irlts: Insulation shows no evidence of mold nrowth,delamination, , 1. Water-Reducing Admixture: ASTM C 494!C 494M, Type A. 3. Consolidate backing mix by roiling or other technique to achieve complete encapsulation of glass fibers and compaction. lumber that complies with the applicable rules of any rules-writing agency certified by the AL.SC Board of Review. or other deterioration due to the effects of high humidity, after inoculation with Chaetomium lobosium e. 2. Retarding Admixture: ASTM C 494/C 494M, Type B. 4. Measure thickness with a pin gage or other acceptable method at least once for each 5 sq. ff- of panel surface. Take not I Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade!umber under the, on all sixfak:4s and storing for 60 days at 100 percent relative humidity in the dark. g CLAS E. A 3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D. less than six measurements per panel. rules indicated. 1.2 SUBMITTALS r UR n 4. High-Range,Water-Reducing Admixture: ASTM C 494/C 494M, Type F. C. Hand form and consolidate intricate details, incorporate formers or infill materials, and over spray before material reaches 1. Facto mark each reel►of lumber with rade stamp of radia a " ry P 9 P grading 9e+�+cY• A. Product Data: For each type of product indicated. • IJ.)S .FS,G4 5, High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,Type G. { 2. Fore • initial set to enure complete bonding. xposed lumber indi,ated to receive a stained or natural finish. mark grade stamp on end or back of each piece. 1.3 QUALITY ASSURANCE 1A 6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type ll. D.Attach panel frame to GFRC before initial set of GFRC backing, maintains a minimum claaranr"e of 1/2 inch from GFRC I 3. Prole-ado dressed lumber, S4S, unless otherwise indicated. , 5182 � 1 2.5 RELATED MATERIALS g' A. Retain ASTM test method below based on product and kind of fire-resistance characteristic specified _p V A. Vapor Retarder: Multi ply reinforced polyethylene sheet,ASTM E 1745, Class C,or polyethylene sheet,ASTM U 4397, not less backing, and without anchors protruding into GFRC backing. 2.2 WOOD-PRESERVATIVE-TREATED MATERIALS for each product in Part 2. Fire-Test-Response Characterisii,�: Provide insulation and related materials �, ,)• E. Build homogeneous GFRC bonds ds over anchor feet, maintains a minimum thickness of 1/2 inch over s.if A. Preservative Treatment by Pressure Process: AWPA C2. OF o - than 10 mils thiel. � 09 n9� � tops with the fire-test response characteristics indicated, as determined by testing identical products per B.Joint-Filler Strips: ASTM D 1751,as aft-saturated cellulosic fiber,or ASTM D 1752,cork or self-expanding ndi cork. anchor feet, before initial set of GFRC backing. 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. ASTM E 84 for surface-burnt characteristics, b UL or another testi and inspecting agency pn pa r>g � Y n9 Pe n9 B. Kiln-dry lumber fO+. 2.6 CURING MATERIALS F. Inserts and Embedments: Buaki up homogeneous GFRC bosses or banding pads over inserts and embedments to provide d yafter treatment to a maximum moisture content of 19 percent. Do not use material that is warped or acceptable to authorities having ep ng jurisdiction. Identify materials with appropriate markings of applicable ��--��-��(�---� A. Absorptive Cover: AASHTO M 182,Class 2,burlap cloth made from jute or kenaf,weighing approximately 9 oz./sq.yd.whet,dry. sufficient anchorage aril embedment to comply with design requirements. does not comply with requirements for untreated material. testing and inspecting agency. C c J�) Y B. Moisture-Retaining Cover: ASTM C 171,polyethylene film or white burlap•polydthylene sheet. G. Manufacturing Tolerances: Manufacture GFRC panels so each finished unit complies with PCI MNL 130 for dimension, I 2.3 FIRE-RETARDANT-TREATED MATER'ALS PART 2 - PRODUCTS �41 � 4-1"14. C. Water: Potable. position, and tolerances. A. General: Comph,with performance requiroments in AWPA C20(lumber)and AWPA C27 (plywood). 2.1 GLASS-FIBER BLANKET INSULATION u 2.7 CONCRETE MIXTURES H. GFRC Finish: As indicated. 1. Use Exterior typo whore indicated, unless otherwise indicated. OD �~ B. Identify fir A. Unlaced, Glass Fiber Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing}; �, A. Comply with ACI 301 requirements for concrete mixtures. PART 3- EXECUTION y e-retardant-treated wood with appropriate classification marking of testing and inspecting agency acceptable consisting of fibers;with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; B. Normal-Weight Concrete: Preps:e design mixes,proportioned according to ACI 301,as follows: 3.1 ERECTION to authorities having jurisdiction. pasi4ng ASTM E 136 for combustion characteristics. x t�\d\ f0 �+ 1. Minimum Compressive Strength: 3000 psi at 28 days. A. Install clips, hangers,and other accessories required for connecting GFRC panels to supporting members and backup C. Application: Treat items indicated on Drawings. 2.2 SLAG-WOOL.-FIBER/ROCK-WOOL-FIBER BLANKET INSULATION y ♦� A �+ i+ 2. Maximum Water-Cementitious Materials Ratio: 0.50. materials. I 2.4 DIMENSION LUMBER FRAMING A. Unfaced Slag-Wool-Fiber/nock-Wool-Fiber Blanket Insulation: ASTM C 665, Type I(blankets without a 3. Slump limit: 4 inches,plus or minus 1 inch. B. Lift GFRC panels and install without dam A. Maximum Moisture Content: 19 scent. AT IEIRIlU�. 4. Air Content: Maintain within range miffed b ACI 301. Do not allow air content of floor slabs to receive t,reveled finishes to P membrane facing); consisting of fibers;with maximum flame spread and smoke developed indexes of 25 and 50, TooTo,wN TO wJ y C. Install GFRC panels level, plumb,square, and in alignment. Provide temporary supports and bracing as required to maintain B. Non-Load-Bearing Interior Partitioris: Construction or No. 2 grade of any species. ��-"1 exceed 3 percent. respectively; passings ASTM E 136 for combustion characteristics. �.- 2.8 CONCRETE MIXING position, stability, and alignment of panels until permanent connections are completed. C. Other Framing: No. 2 grade and the following species: B. Faced, Slag-Wool-Fiber/Rock-Wool-Fiber Blanket insulation: ASTM C 665, Type III (blankets with reflective A. Rea Mixed Concrete: Measure, batch, mix,and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116,and fumish 1. Maintain horizontal and vertical joint alignment and uniform joint width. 1. Douglas fir-larch;WCLIB or WWPA. membrane fact Class A membrane-faced surface with a flame spread of 25 or less Category 1 membrane batch ticket information. 2. Remove projecting hoisting devices. 2.5 MISCELLANEOUS LUMBER is a vapor barrier),faced with foil-scrim-kraft, foil-scrim,or foil-scrim-polyethylene vapor.retarder membrane on 1. When air temperature is above 90 deg F, reduce mixing and d3li fery time to 60 minutes. D. Connect GFRC panels in position by bolting or welding, or both, as indicated on Shop Drawings. Remove temporary shims, A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction including 1 face. PART 3- EXECUTION wedges, and spacers as soon as possible after connecting is completed. blocking, nailers, and furrings. PART 3- EXECUTION 3.1 FORMWORK E. Welds Comply with applicable AWS DIA and AWS D1.3 requirements for welding, arari:.e quality of welds, and B. For items of dimension lumber size, provide Construction or No. 2 rade lumber wi'h 19 percent maximum moisture n9� P aPP � +9,aPPe ,q tY g Pe 3.1 INSTALLATION,GENERAL A. Design,construct,erect,brace, and maintain formwork according to ACI 301. { methods used in correcting welding work. content of any species. A. Comply with insulation manufacturer's written iristructions applicable to products and application indicated. a . 3.2 VAPOR RETARDERS F. Erect GFRC panels to comply with noncumulative tolerances of PGI MNL 130. C. For exposed boards, provide lumber with 15 percent maximirm moisture content of eastern white pine, Idaho white, S. For preformed insulating units, provide sizes to fit applications indicated and selected from rnanufacturer's A. Install, protect, and repair vapor retarders according to ASTM E 1643; p'ace sheets in position with longest dimension parallel with direction 3.2 REPAIRS lodgepole, ponderosa, or sugar pine; Standard or No.3 Common grade;NeLMA, NLGA, WCLIB,or WWPA. standard thicknesses, widths, and lengths. Apply single layer of insulation units to produce thickness indicated � "p of pour. A. Repairs will be,permitted provided structural adequacy of GFRC panel and appearance are not impaired, as approved by D. For concealed boards,provide lumber with 19 percent maximum moisture content and any of the following species unles..r multiple layers are otherwise shown or required to snake up total thickness. <I 1. Lap joints 6 inches and seal with manufacturer's recommended adhesive or print tape. Arcnitect. and grades: 3.2 INSTALLATION OF GENERAL BUILDING INSULATION O 2. Thickness: Minimum of 15 mils. B. Remove and replace damaged GFRC panels when repairs do not comply with requirements. 1. Western woods, Construction or No.2 Common grade;WCLIB or WWPA. W 3.3 STEEL REINFORCEMENT R ag Pa P RIY q A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. A. Comply with CRSI's"Manual of Standard Practice"for fabricating,placing,and supporting reinforcement. 3.3 CLEANING AND PROTECTION 2.6 PLYWOOD BACKING PANELS - O I it no specrfic method is indicated, bond units to substrate with adhesive or use mechanical anchorage to � � A. Perform cleaning procedures, 0 necessary, according to GFRC manufacturer's written instruction. Clean sailed GFRC A. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1,C-D Plugged, fire-retardant treated, in provide permanent placement and support ctl 1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete. + s. r p Pe p pp rt of units. 2 = c� 3.4 JOINTS surfa.es with detergent and wa er, using soft fiber brushes and sponges, ari d rinse with clean water. Prevent damage to GFRC thickness indicated or, if not indicated, not,ass than. 1/2 inch nominal thickness. 3.3 INSTALLATION OF INSULATION IN CEiLINGS FOR SOUND ATTENUATION In O Q N I surfacas and staining of adjacent materiais. 2.7 FASTENERS A. Install 1-1/2-inch- thick, unlaced A. General: Construct joints true to line with faces perpendicular to su,face plane o4 concrete. glass-fiber blanket insulation over suspended ceilings so that insulation �- � � fes• B, Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. (,onstruct END OF SECTION 03 49 00 A. General: Where carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high extends over entire ceiling. � j C contraction joints for a depth equal to at least one-fourth of concrete thickness, relative humidity, provide fasteners of Type 304 stainless steel. Fasteners to be compatible with pressure-preservative END OF SECTION 07 21 00 O V (r C Isolation Joints: In3tall joint-filler strips at junctions with slabs-on-grade and vertical surfaces, such as column pedestals,foundation walls, SECTION 04 20 00-UNiT MASONRY ASSEMBLIES PART 1 - GENERAL treatment chemical. Q 5 *k 0 grade trams, and other locations. as indicated. 1.1 SUBMITTALS B. Power-Driven Fasteners: NES NER-272. ��'� C .C- a) 1. Extend joint fillers full width and depth of joint.terminating flush with finished concrete surface, unless otherwise indicated A. Product Data: For each type of product indicated. C. Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954,except with wafer heads acid reamer wings, length I-`� Q E (3 -0 3.5 CONCRETE PLACEMENT PART 2- PRODUCTS as recommended by screw manufacturer for material being fastened. i SECTION q7$1 00-APPLIED FIRfcPROOFING PART 1 GENERAL 0 G C Co a _Cc A. Comply with ACI 301 for measuring,batching,mixing, transporting, and placing cr,ncrete. 2.1 THIN BRICK PART 3- EXECUTION i 1.1 SUBMITTALS L 3. w B, Before test sampling and placing concrete,water may be added at Project site, subject to limitations of ACI 301. 1. General: Provide shapes by mane` . „I,fica31 k9 3.1 INSTALLATION, GENERAL O A. Product Data: For each t of rrduct indicated. C. Do not add water to concrete ouring delivery,at Project site,or during placement. 2.2 MORTAR AND GROUT MATERL A. Set carpentry to required levels and lines, with members plumb,true to line,cut, and fitted. Fit carpentry to other Yen P CV 0- Pe rY '�T P P� fY B. Shop Drawings: Show extent of applied fireproofing material for earfi construction and fire-resistance rating, -- D Consolidate concrete with mechanical vibrating equipment. A. Portland Cement: ASTM C 150, Typo , ur II, except �vee Ill may be used for coli-weather construction. construction;scribe and cope as needed for accurate fit. Locate furring, niters, blocking,groi aids, and similar supports - 3 6 FINISHING FORMED SURFACES applicable fire-resistive design designations of a qualified testing and inspecting agency acceptable to (ti 8. Hydrated Lfrrle: ASTM G 207, Type S. to comply with requirements for aitaching other construction. authorities having jurisdiction, ar,d minimum thicknesses. LO A Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with I C. Mortar Pigments: Iron oxides anti chromium oxides,compounded for use in mortar mixes. Use only pigments with a record B. Framing Standard: Comply with AF&PA's"Details for Conventional Wood Frame Construction,"••nless otherwise 1.2 QUALITY ASSURANCE � 00 a minimum of seams. Repair and patch tie holes and defectivo areas. Remove fins and other projections exceeding 1/8 inch. of satisfactory performance in masonry mortar. indicated. fn B. Related Unformed Surfaces: At tops of walls,horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off A. Installer Qualifications: A qualified installer approved by SFRM manufacturer to instal!manufacturer's 0) D.Water: Potable. C. Do not s lice structural members between rts, unless otherwise indicated- smooth and finish with a texture matching atfjacsnt formed surfaces. Continue final surface treatment of formed surfaces uniformly across r { P r10 products. A manufacturer's willingness to sell its S(•RM to Contractor or to an installer engaged by Contractor does n 2.3 MASONRY CLEANERS i D. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber. I C� adjacent unformed surfac�,s, uNc�g otherwise indicated. not in itself corer qualification on the buyer. 3.7 FINISHING UNFORMED SURFACES A. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains from new I E. Securely attach carpentry work to substrate by anchoring and fastening as indicated,complying with the following: B. SFRM Testing: By a qualified testing and inspecting agency engaged by Contractor or manufacturer Lo A. General: Com with ACI 302.f R for screeds restrai htenin n finishing rnasnnry without damaging masonnf. Use product approved for intended use by cleaner manufacturer and manufacturer of 1. Table 2304.9.1, "Fastens Schedule," in ICC's International Builds Code. PLY ng, g g,arid s g operations for concrete surfaces. Do not wet concrete suliaces. test for compliance with specified regrairenents for performance and test methods. B. Screed surfaces with a straightedge and strike off. in initial floating using bull floats or darbies to form a uniform and o masonry units being cleaned. 3.2 PROTECTION C. ProOde products containing no detectable asbestos as determined according to the method specified in ig ge Begin g ng pen-textured Surface 2.4 MORTAR AND GROUT piano before excess moisture or bleedwater appears on surface. i C OU MIXES A. Protect wooed that has been treated with inorganic boron(SBX)from weather. If,despite protection, inorganic 40 CFR 763, Subpart E, Appendix E, Section 1, "Polarized Light Microscopy." 1. Do not further disturb surfaces before starting finishing operations. A. General: Do not use admixtures, unless otherwise indicated.. boron-treated wood becomes wet, apply EPA-registered borate treatment. Apply borate solution by spraying to comply D. Delete first paragraph and subparagraphs below if not required. If retaining, indicate location, size,and C. Float Finish: Apply float finish to surfaces indicated,to surfaces to receive trowel finish, and to floor and slab surfaces to be covered with 1. Do not use calcium chloride in mortar or grout. with EPA-registered label. 1.3 PROJECT CONDITIONS fluid-applied or sheet waterproofing,fluid-applied or direct-to-deck-RWied membrane roofing,or sand-bed terrazzo. PART 3- EXECUTION END OF SECTION 06 10 53 A. Ventilation: Ventilate building spaces during and after application of SFRM. Use natural means or, if they 3.8 CONCRETE PROTECTING AND CURING 3.1 INSTALLATION, GENERAL are inadequate, forced-air circulation until fire-resistive material dries thoroughly. A. General: Protect freshly placed concrete from premature drying and excessive mid or hot temperatures. Comply with ACI 306.1 for A. Use full-size units without cutting if possible. If cutting is required, cut units with motor-driven saws;provide clean, sharp, 1.4 WARRANTY PRINCIPAL IN rti ARGn cold-weather protection and with ACI 301 for hot-weather protection during curing. unchipped edprj. install cut units with cut surfaces and,where possible, cut edges concealed. tricks stem in strict accordance with manufacturer's written instruction. SECTION 06 4013-INTERIOR ARCHITECTURAL.WOODWORK PART 1 - GEAERAL a Special Warranty: Manufacturer's standard form, signed r Contractor and by Installer, in which manufacturer JC B Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot,dry,or windy conditions cause moisture loss approaching B. Install thir Y agrees to repair or replace SFRMs tu�at fail in materials or workmanship within specified warranty period. ----- ------ _ ----- 0.2 lb/sq. ft. x h before and dura finishing operations. Apply according to manufacturer's written instructions after placing, screedin , and Lull A. Interior architectural woodwork includes wood furring,blocks hanging p PROIBC17MANAGBR ^g fl Pe APR `i9 P 9 fl I C; Select a id arranQs units for exposed unit masonry to produce a uniform blend of colors and textures. ng, ng, shims, and ha i strips concealed within other 1• Failures include, silt are not limited tk:.the following: floating or clarbying concrete,but before float 'finishing. 3,2 CLEAVING construction before woodwork installation. GBL C. Begin curing after finishing concrete but not before free wafer has disappeared from concrete surface. I A. Iii P<.:dress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before 1.2 SUBMITTALS a. Cracking,flaking,spalling, or eroding in excess of specified requirements;peeling;or delaminating of SFRM _f ___ 0. Curing Methods: Cure formed and unformed concrete for at least seven days by one or a combination of the following methods: I from substrates. DRAWN BY 1. Moisture Curing: K tooling joints. A. Shop Drawings: Show location of each item,dimensioned plans and elevations, large-scale details, attachment devices, ng: eep surfaces continuously moist for not less than seven days with the following materials: b. Not covered under the warranty are failures due to damage by occupants enol Owner's maintenance A Water B. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: and other components. GRTobias b. Continuous water-fog spray. 1. rest cleaning methods on sample wall panel;leave one-half of panel uncleaned for comparison purposes. 1.3 QUALITY ASSURANCE personnel, exposure to environmental conditions other than those investigated and approved during fire-response testing, and other causes riot reasonably foreseeable under conditic is of norm use. r,. Absorptive ever,water saturated and kept continuously wet. Cover concreto surfaces And edges with 12-inch la over adjacent absorptive 2_ r(otect adjacent surfaces from contact with cleaner. I A. Installer Qualifications: Fabricator of woodwork with a minimum of five years experience. . NO REASON DATE covers. P i 3. Wet wall surfaces with water before applying cleaners; remove cleaners rom ti by rinse surfaces thoroughly with B. Quality Standard: Unless otherwise indicated,comply with AWI's"Architectural Woodwork Quality Standards." 2. Warranty Period: Two years from date of Substantial Completion. _ _ PF>IY� P ply � � g Y y PART21- PRODUCTS 2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover for curing concrete,placed in widest practicable clear water. 1.4 PROJECT CONDITIONS 2.1 CONCEALED SFRM width,with sides and ends lapped at Igest 12 inches, Arid sealed by watwpiaof tape or adhesive. Cure for not less than seven days. Immediately END OF SECTION 04 20 00 A. Environmental Limitations: Do riot deliver or install woodwork until building is enclosed,wet work is complete, and HVAC A. Products: Subject to compliance with requirements, provide one of the following: ravair any holes or team dtiring curing period using cover material and waterproof tape. system is operating a`d maintaining temperature and relative humidity at occupancy levels during the remainder of the J 9 FIELD QUALITY CONTROL construction period. 11. Concealed Cementitious SFRM: A. Testing Agerx:y: Engage a qualified indepcindent testing and inspecting agency to sample materials, perform tests, and submit test reports I SECTION 05 50 00-METAL FABRICATIONS PART 1 - GENERAL � PART 2- PRODUCTS I a. Grace, W. R. & Co. -Conn., Construction Products Div.;Monokote Type MK-6/H r. duringccmcrele placement accords to r 2.1 MATERIALS b. Isolatek International Corp.;Cafco 300. pl ng requirements specified in this Article. 1.1 SUBMITTALS B. Testa: Perform according to ACI 301. A. Shop Drawings: Include planShow anchorage and s, elevations, sections, and details of metal fabrications and their errinections A. Wood accessory items. B. Wood Products:Species for Opaque Finish: As indicated. 2.2 AUXILIARY FIRE-RESISTIVE MATERIALS 3.10 REPAIRSA. General: Provide auxiliary fire-resistive materials that are compatible with SFRM and substrates and are A. Rornove and replace concrete that does net comply with requirements in this Section. B. Templates: For anchors and bolts. pproved by UL or another testing and inspecting agency acceptable to authorities having jurisdiction for use EltfJ OF SECTION 03 30 53 R 1. Hardboard: AHA AlA135.4. PART 2 - PRODOCTS 2. Medium-Density Fiberboard: ANSi A208.2,Grade MD, made with binder containing no urea formaldehyde. in fire-resistance designs indicated. 2.1 METALS 2.2 FIRE RETARDANT TREATED MATERIALS B. Substrate Primers: For use on each substrate end with each sprayed fire resistive product, provide primer that complies with one or more of the following requirements: A. 1`4etal Surfaces, Goneral: Provide materials with smooth, flat surfaces without blemichcis. A. Fire-Retardant-Treated lumber and Plywood by Pressure Process: Comply with performance requirements of 's bond strength complies with requirements specified in UL's"Fire Resistance Directory"for coating t6,6.2;SECTKON 03 40 00-(MASS FIBER REINFORCED CONCRETE tz;PART 1 - GENERAL. B. Ferrous Metals: 1.1 SUBMITTALS AWPA C20(lumber)Arid AWPA C27(plywood). Use Exterior Type or Interior Type A. Use fire-retardant-treatment 1. primer materials based on a series of bond tests per ASTM E 736. A. Product Data: For each t 1. Steel Plates. Shapes, and Bars: ASTM A 36/A 36M. formulations that do not bleed through or otherwise adversely affect finishes. Kiln-dry material after treatment. type of product indicated. Include GFRC design mixes. 2. Stainless Steel Bars and Shapes: ASTM A 276,T 304 2. Primer is identical to those used in assemblies tested for fire-test-response characteristics of SFRM per 1.2 QUALITY ASSURANCE Type B. Fire-Retardant Particleboard: Panels made from softwood particles aril fire-retardant chemicals mixed together at time of ASTM E 119 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 3. Rolled-Steel f=loor Plate: ASTM A 786IA 786M, rolled from plate complying with ASTM A 35/A 36M or ASTM A 283/A 283M, panel manirfacture with flame-spread index of 25 or less and smoke-developed index of 25 or less r ASTM E 84. A. Manufactrxer Qualifications: A qualified mantAacturer who participates in PCI's Plant Certification Program and Is designated a Grade C or D. C. Adhesive for Bonding Fire Resistive Material: Product approved t y manufacturer of SFRM PCI-CertHied Plant for Groh G - Glass Fiber Reinforced Concrete. C. Fire-Retardant Fiberboard: ANSI A208.2 medium fiberboard panels made from softwood fibers, synthetic resins. 4. Steal Tubi ASTM A 500, cold-formed steel tubi PART 3- EXECUTION �• nfl• and fire-retardant chemicals rnlxad together at tune of panel manufacture with flame-spread iixlex of 25 or less and B. Source Limitations: Obtain GFRC panels through -le source from a single manufacturer. 5. Steel Pipe: ASTM A 53/A 53M, 1 inch outside diameter, galvanized plumber pipe,tandard weight(Schedule 40), unless smoke-developed index of 200 or less per ASTM E 84. C. PCI Manuals: Comply with PCI MNL 128, "Recommended Practice for Glas' Fiber Reinforced Concrete Panels"and PCI MNL 130, 3.1 INSTALLATION another weight is indicated or r uire�d stnuctu,�al toads. A. Examine substrates, areas, and conditions,with Installer present, for compliance with requirements for 'Manual for Quality Control for Plants and Prodo,iction of Glass Fiber Reinforced Concrete Products." b 2.3 urSCELLANEl3US Shims, an MATERIALS substrates and other conditions affecting performance of work. A substrate is in satisfactory condition if it PART 2- PROQU('TS 6. Gast Iron: AS-ill A 48/A 4f3M,Class 30, unless another class is indicated or required by structural loads A. Furring, Blocking, Shims,and Hanging Strips: Softwood or haMwood lurcher, fir® retardant-treated, kiln-dried to les,than cempli+3s with the following: 2.2 FASTENERS 2. pennant moisture,;ontent. 1. Substrates comply with requirements in the Section where the substrate and related materials and 2.1 GFRC MATERIALS A. General: Type 304 ata:mesa-steel fasteners for exterior sage and zirr_-plated fasteners with coati com A. Portland Cement- ASTM C 150, T t, II, or III,white to achieve sa rf€1 plying with 2.4 f'ABRiCATION construction are specified. Type mels finish color. ASTM 8893,Clams Fe/Zn 5, 6t exterior walls. ProvMe stainless-steel fasteners for fastening Aluminum. Sek3et fasteners for A. General: Complete fabrk:atitlon to marimurn extent possible before shipment to Projrgct site. Where necessary for fitting at 2 Substrates are free cf dirt,oil, grease, release agents, rolling compounds, mill scala, boss scale, 1. Metakaown: ASTM C 818,Class N. B. Glasig,Fibers: Atoka!resistant,with a minimum zirconia content of 16 perceftf, 1 to 2 inches long, anxd uom*ng with PCI MNL. 130 2.3typgrade'and class u>MATERquired. site, ailorprovideW Allowance for s:Cost, trimming, acini fitting. SPECIFICATIONS 2.3 MISCELtANEO1J5 MATERIALS ,: incompatif:,ie primers, incompatible paints, incompatible encapsulan,s, or other foreign substances capable 1. Interior Woodwork ,rade: Custom. of impairing bond of fire-resistive materials with substrates under conditions of nrrmal use or fire exposure. hed C. Sand: Wasand dried 9 ica, complying with comiiosition requirements of ASTM C 144;pasefrq No.20 aWm with a maximum of 2 A. Gah,anizing Repair Paint: SSPC-Paint 20,high-zinc-dust-content paint for regalvanizing welds in steel. 2.. Shon cut openings to maximum extent poesible. Sand edges of cutouts to remove splinters and burs. Seal edges of 3 Object's penetrating fire-resistive mate>ial, Including cliff;, hangers, support sleeves,and similar frame, are percent pasft No. 100 sive. 2.4 FABRICATION D. Fa Me• ASTM C 33.a openings In countertops with a coat of varnish. Facing AgWe!T. except for gradation, and RCI MNL 130, 1/4-L�ch rmAinum size. securely attached b substrates. E. Golan Admlx m: ASTM C 979, A. General: Prea�semtnle Items in the slit p to greatest extent possible. Use corxiections that maintain strut ti►rai value of 'aimed B. interior Standing anti Running Trim: rip tgynMietk;mineral-oxide pigments or colored water•reduc�ng eidrnixtui+es,temperature eteble, � l 4. Substrates are not obstructed by ducts, piping,equipment, and other suspended construction that will nonfading, and alkai rrnistant. 1. Backout or groove backs of flat trim members and kerf bricks of 01her wide, flat members, except for members with grids interfere with applying fire-resistive material. F Water: Potable.o0linplying with chemical Nmlts of PCI MNL 130. 1. Cut. drill,and punch metals cleanly and accurately. Remove burin and ease edges. Remove sharp or rough areas on exposed in finished work. 5. Proceed with iristaNatbn only after unsatfsiactory conditions have been corrected. 0. Polymer-Cunreq Adrnixtive: Acrylic tM►rmoplawk c df exposed surfaces. 2. Assemble casing in plant except where limitations of acems to place of installatirn require field asserntily. opolyrnen spersion correplying waft PCI MNL 130. 2. WakS comers r1;r►d s:+arrig oorltlrRrouey. Use mate�rlals and methods that minimize distortion aril dei, B. Conduct teats according to fire-resistive material maniufactuer's written recommendations to verity H. Air-Entraining Adn lure: ASTM C 2180. 'clop strength and C. Wood Panels: that substrates are free of substancea capltltde of interfering with bond. I. Chemical Admfxtums: ASTM C 49rIC 494M. corraetore 19"JIrt0e of bees metals. Ot>Rake ftsrbn withc-A uederearit or overlap. Remove welding flux irnrnpftt*, Finish 1. Lumber Trim and Edges: At faabricator's option,"r and edges'.+dicated as solid wood (except moldings) may be either expDsecf welds smooth air!bterded. lumber or veneered construction compatible with grain and color of veneered panels. C. Cover other work subject to damage from fallout or overspray of fire-resistive materials during application 625-3286-0 3. Form exp�ciod mwwcgalsMtIM1 helrins)orae,fkish and smooth, using concealed Ishlenem where Doeetbis. Localu joints D. Clean substrates of substances that aA4d impair bond of fire-resistive material, including dirt, oil,grease, wtw"least m� release agents, rniling compounds, mill scale, loose scale, and incompatible primers, paints, and encapsulants " B. Mleoelbrrtam s Fnw"allnd Supports: ProvMde sled fiamktg and etpp"not speo lod in other Se ftm as n99(19d to cforr ozlte the Wok. Faibrfctate txeitis from e%*sflapee,plidW end ban!of 00ndruc*m- Cut,drHi,and tap utile M receive he►da►ane, hiltrtjiert,sine sNrltler Mems. 02/26/07 SP-3 _ 0; / . f ., „i 'I"'"r0"' ! ,.,,.r. �.; �,.. 4..,. - {+N?INwM1YIW.:"MYwMwWM. r - �~ r ,. ;. J. a �V" T i,-. ' ° ,.a---- .lir �` -W. It, t % 19 - I : r , a[ P s ,I �I e. II K- 4iNMudwUMli�- r.Yr. -.., w� tt - iwa....a�...u.ea..r'I...1..n.a-a-. ....:...•..........,....�.u..rwuv..,..a:,w...fLLirn�ilkelai.ili�� kirYY AfaWi� i�IYI�W�-Sv .--__�.�._.av _ .�....`_--,...-.ru.*+.,.WWW.,....-�.._...'.,s,.uwrawler''M +� Ad « I E Prime substrates whore recommended in writing by SFRM manufacturer unless compatible shop primer has been applied and is in 1 3.3 PENETRATION FIRESTOP SYSTEM INSTALLATION SECT*N 08 11 13-STEEL BOORS AND FRAMES PART t - GENERAL B. Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below. hstactca condition to receive SFRM. A. General: Install penetration firestep systems to cornply with"Performance Requirements"Article and firestop system 1.1 SUBMITTALS Shirr as necessary. as ry F Coat substrates with bonding adhesive be1'xo applyirp iiia-resistive material whr+re required to achieve fire-resistance rating or as manr+lSk;iu;qfa written installation instructions aaridppublished drawings for products end appli~ations indicated. I A. Product Data: f"aI each type of product indicated. 1. Non-Fire-Rated Standard Steel Dears:recommended in in writing by SFRM marrufactarar for material and application indicated. B. Install formAVOami. ing/backing materials and other acoessmies of types requiied to support fid materials during their B. Shop Drawings: hrtclude elevations,door edges details, frame profiles, metal thicknesses, preparabors for hardware, a. Jambs and Head: I/' inch plus or minus 1/16 inch. �� J,1( A�� G. ExAeraci lire resistive mat@ria!in full thickness over entire area of each substrate to be protected. Unless otherwise recommended In lication ar•,rf in the ition needed to produce crosssertional shapes aWcr depths r pied to achieve firs ratings indicated. and other details. b. Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/15 frith. DOUGSOB d , writing by SFRM manufacturer, install body of fire-resistive coverirl)in a single cA::::,ae. 1. After installing fill materials,ials, remove combus►.ible forming materialsandother accessorv& not indicated as permanent PART 2- PRODUCTS c. Between Bottom of Door and Top of Threshold: Maximum 3/8 inch- ARCH1-k'F,CF H. Spray apply fireproofing materials to maximum extent possible. Following the spraying operation in each area, complete the w,rponents of firestop systems. 2.1 MANUFACTURERS d. Between Bottom of Door and Top of Fin;sh Floor (No Threshold). Maximum 314 inch. ccwwage by trowel application or other placement method recommended in writing by SFRM manufacturer. C. Intel fill materials for firestop systems by proven techniques to produce the following results: A. Manufacturers: Subject to compliance with requirements, provide products by one of the fol:owing: 2. Fire-Rated Doors: install doors with clearances according to NFPA 80. 1. Apply con-reared SFRM in thicknesses aril densities not less than those required to achieve fire resistance ratings designated for 1. Fill voids and cavities formed by openings, forming materials, accessories,and penetrati;p items as required to achieve 1. Cato angor Products;an Assa Abby Group company. 3.2 ADJUSTING AND CLEANING -._____ each condition, but apply in greater thicknesses and densities N specified in Part 2"Concealed SFRM"Article. fireresistance ratings ine5cated. 1 2. Curries Company;an Assa Ahoy Group company. A. Final Adjustments: Check and readjust operating hardware items immediately before final inspection. J. Cure concealed SFRM acc;ordirg to product manufacturer's written recommendations. 2. apply materials so¢i,ey contact and adhere to subst formed by openings price p@u�i►ating items. 3. Fleming Door Prodtkts Ltd.; an Assa Abloy Group company. Leave work in complete arx!proper operating condition. Remove aril replac@detective work, including �' K. Immediately after completing spraying operations in each containable area of Project, remove material overspray and fallout from 3. For fill materials that will remain exposed after complew-g Work, finish to produce smooth, uniform surfaces that are 4. Kewanee Corporation(The), hollow metal work?hat is warped,bowed,or otherwise unacceptable. r surfaces of other construction and clean exposed surfaces to remove evidence of soiling. flush with adjoining finishes. 5. Mesker Door Inc. B. Immediately after erection, sand smoith rusted or damaged areas of prime coat and appy touchup of s L. Repair or replace work that has not successfully protected steel. 3.4 IDENTIFICATION 6. Steelcraft:an Ingersoll-Rand company. compatible air-drying, rust-inhibitive primer. A. Identify nefratian firestop systems with ressuresensit,ve, selfadhesive, preprirled vinyl labels. Attach labels 2.2 MATERIALS END OF SECTKoN 0811 13 - --- ----- _____-------- --__ END OF SECTlt1�Fl 07 8'I 10 Y P@ P•Y`' P Y It p@rmar►sntly to surfaces of penetrated construction on both sides of each firestop system installation where labels will be A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, CS, Type b;suitable for exposed applications. SECTION 07 84 13-PENETR';rfION FlRESTOP SYSTEMS PART 1 GENERAL visible to anyone seeking to remove penetratincj items or firestop systems. Include the following information on labels: B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011 M, CS,Type B. Toff dr�wtrrR and rhr dr„j�,ia►N err Ger prop"aj 1.1 PERFORMANCE REQUIREMENTS 1. T"he words: "WarningPenetration Firestop SystemDo Not Disturb. Notify Building Owner of Any Damage." C. Metallic-Coated Steel Sheet: ASTM A 6531A 653M, Commercial Steel(CS),Type 0;with minimum G60 or A60 lhi/whiter 7ht rrp►odmeti6r,topp*#A.:rt4htrrie A. General: For the following constructions, provide penetration firestop systems that are produced and installed to resist spread of SECTION 08 14 33-STILE AND RAIL WOOD DOORS PART 1 - GENERAL of tbu dralrist rrrrhomt their rvrittnr aruerrt?v f`re ac,ording to requirements indicated, resist passage of smoke and other gases, and maintain original fireresistance rating of 2• Contractor's name, address, and phone number. I metallic coating. 1.1 SUBMITTALS 3. penetration lirestop system designation of applicable testing and insp6cting agency. D. Frame Anchors: ASTM A 591/A 591 M. L,ommercial Steel (CS), 40Z coating designation; mill phosphati,ed. A. Product Data: For each of door, prohibited and any nr/rracrion. rrUb�s,rb. rd assomby,perpetrated. hips Jti�'alarrioa.. 4. Date of installation. 1. For Ichors built into exterior walls,steel sheet complying with ASTM A 1008/A 1008M or ASTM!A 1011/A 1011M, B. Shop Drawings: Indicate location,size, ani hand of each door;elevation of each kind of dour;construction 1. Fico-resistance-rated nonloadbearing walls, including partitions, with fireprMQctionrated openings. pern9¢ration firestop system manufacturer's ranine. hot-dip galvanized according to ASTM A 153/A 153M, B. FRated Systems: Provide penetration firestop systems with Frati,rgs indicated, as determined per ASTM E 814, but not less 5- a Glass B. details not covered in Product Data;and other pertinent data. than that equaling cin exceeding tireresiu3tanc@ rating o4 constructions penetrated. - 6. InstaAier's rk,me. E. Inserts, Bol,s, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. C. Sample: F=or each species and finish required. C. TRa;ed Systems: For'he following conditions, provide penetration firestop systems with Tratings indicated,as well as Fratings, 3 5 CLEANING r.ND PROTECTION F. Grout: ASTM C 476, except with a maximum slump of 4 inches, as measured according to ASTM C 143/C 143M. 1.2 QUALITY ASSURANCE A. Clean off excess fill materials adjacent to opanings as Work progresses by methods and with cleaning materials G. Mineral-Fiber Insulation: ASTM C 665,Type 1. I A. Clualit Standard for Doors of S d,. as determined per ASTM E 814, where sr+stems protect penetrating items exposed to potential contact with adjacent materials in that are approved in writing by penetration firestop system manufacturers and that do not damage materials in which H. Bituminous Coating: Cold-apfJiad asphalt mastic, SSPC-Paint 12,compounded for 15-mil dry film thickness per coat. y pedal Design and Construction: Comps with AWI's"Archi;�•tural `�C� occupiable floor areas: I Woodwork Quality Standards." W openings occur 2.3 STANDARD HOLLOW METAL DOORS B. Fire Rated Wood Doors: Ccm with NFPA 80 that are listed and labeled b a testi and in ~1. Panetratiorts located outside wall cavit?os. � ,. ltY y ng spottier agency C'�B. Provide final protection and maintain conditions during and after installation that ensure penetration firestop A. Genera.. iompy with ANSUSDI A250.8. pt ng jurisdiction based on testi accordi to NFPA 252. [TX 2. Penetrations located in construction containing fireprotecilonnated openings. � acceptable to authorities haul ng ng systems are without damage or deterioratiun at time of.substantia{Completion. If,despite sucti protection,damage or 1. Design: Flush panel. ►-� 3. Penetrating items larger than flinch diameter nominal a or 16 in. in overall crosssectional area. C. Fire Rated Glazing: Comply with requirements of NFPA 80. P� �' deterioration occurs, cut out and remove damaged or deteriorated penetration,firestop systems immediately and install 2. Core Construction: Mz nufactcrer's standard kraft-paper honeycomb, ;polystyrene, polyurethane, polyisocyanurate, • LOS ANGEIM,CPQ , D. For penetration finest stems exposed to view, traffic, moisture, and physical damage, provide products that after curl do PART 2- PRODUCTS '� P y g P P new materials to produce penetration firestop systems complying with mineral-board, or vertical steel-stifferier core. A not deteriorate when exposed tc these conditions both during and atter construction. 2.1 MATERIALS � Q specified requirements. a. Fire Door Core: As required to provide fire-protection ratings indicatsd. A. Assemble exterior doors, including components, with wet-use adhesives. I 1 5182 _p c 1. For piping penetrations for plumbing provide moistureresistant penetration firestop systems. g Po • END OF SECTION 07 8413 b. Thermal-Rated(Insulated) Doors: R-value of not less than 6.0 deg F x h x sq. ft./Btu when tasted according to B. Provide doors made with adhesives and composite wood product,i�,�1 do not contain urea-formaldehyde de � �`' 2. For penetrations involving insulated piping, provide penetration firestop systems not requiring removal of insulation. Po P Y �F O I ASTM C 1363. resins. E. For penetration firestop systems exposed to view, provide products with flamespread ratings of less than 25 and smokedeveloped 13. Vortical Edges for Single-Acting Doors: Manufacturer's standard. 2.2 STILE AND RAIL DOORS 3= rating rating;:of less than 450, as determined per ASTM E 84, 4. To and Bottom Ed err: Closed with flush or inverted 0.042-inch-thick,end closures or channels of same material -1 1.2 SUBMI'i ALS I P g A. Construction, General: as face sheets. a �� c�� A. P+oduct Data: For each type of penetration firestop system product indicated. SECTION 07 92 00-JOINT SEALANTS PART 1 - GENERAL r 1. Grade of Doors for Transpr:r6n.Finish: Premium. 5 -_AQiA;"-11.0 �• i„q�. 5. Trie.arces: SDI 117, "Manufacturing Tolerances for Standard Steer Doors and names." 2. Grade of Doors for Opaque Finish: Custom. U B. Shop Drawings: For each penetration firestop system, show each kind of construction condition penetrated, relationships to 1.1 PERFORMANCE REQUIREMENTS B. Exterior Doors: Face sheets fabricated from metallic-coated coated stool sheet. Comply+Rnith ANSItSflI A250.8 far level �a adjoining construction, and kind of penetrating item. Include firestop design designation of testing and inspecting agency acceptable A. Provide elastomeric joint sealants that establish and maintain watertight and airtight continux�w joint seals without 3 Wood Species and Curt ,or Transparent Finish: As indicated. and model and ANSI/SDI A_50.4 for physical performance level: B. Door Construction for Transparent Finish. 0 (� O to authorities having jurisdiction!hat evidences compliance with requirements for each condition indicated. staining cc deteriorating joint substrates. 1. Level 2 and Physical Performance Level B (Heavy Duty), Model 1 (Full Flush). 1. Stile and Rail Construction: Clear lumber;may be edge glued for width. * ), 1. Submit documontation, including Nus,rations,from a qualified testing and inspecting agency that is applicable to each penetration 1.2 SUBMITTALS I C. Interior Doors: Face sheets fabricated from cold-rolled steel sheet. Provide doors complying with requirements t� 5 2. Flat Panel Construction: Veneered,wood based panel product. , fir@s4op system configuration for construction and penetrating items. A. Product Data: For each joint-sealant product indicated. r• D kl � tri A indicated beb,)W by referencing ANSUSDI A250.8 for level and morcel and ANSUSDI A250.4 for physical performance level: C. Door Construction for Opaque Finish: 2 Where Project conditions require modification of qualified testing and inspecting agency's illustration to suit a particular penetration B. Compatibility and adhesion test reports. 1. Level 2 a_nd Physical Performance Level B (Heavy Duty), Model 1 (Full Flush). 1. Stile and Rail Construction: Veneered,structural composite lumber or edge-glued,finger-jointed lumber. ,•�•E]RICy-- firestop condition, submit illustration,with modifications marked,approved by penetration firestop system manufacturer's 1.3 WARRANTY TOO TOUGA To ME D. Hardware Reinforcement: ANSI/SDI A250.6. 2. Flat-Panel Construction: Veneered,wood-based panel product. `�� -�� fireprotection engineer. , A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint 2.4 STANDARD HOLLOW METAL FRAMES C. Qualification Data: If requested by Architect,for firms and persons specified in"Ou:Jlity AssuraA'oce"Article to demonstrate th@;r sealants that do not comply with performance aril other requirements specified in this Section within two years of 1 2.3 FIRE RATED GI.ZING A. General'. Comply with ANSI/SDI A250.8. capabilities and experience. Include fists of completed projects with project names aryl addresses, names and addresses of architects Substantial Completion. B. Ex;prior Frames: Fabricated from metallic-coated steel shoot. I A. Provide Fr�lass 20 by Technical Glass Products with sandblast finish in size indicated on Door Schedule. and owners, and othaf information specified. PART 2- PRODUCTS 1 2.4 FABRICATION r 1. Fabricate frames with mitered or coped comers. A. Fabricate stile and rail wood doors in sizes indicated for Project-site fitting. D. Product Test Reports: Frc7n a qualified testing agency indicating penetration firestop system complies with rc�uirements, based on 2.1 MANUFACTURERS 2. Fabricate frames as knocked down unless otherwise indicated. comprehensive testing of current products. A. Products: Subject to compliance with requirements, provide one of the products listed in other 3. Frames for Level 2 Part 2 articles. Steel Doors: 0.053-inch-thick steel sheet. referenced Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of 1.3 QUALITY ASSURANCE 2.2 MATERIALS,GENERAL ferenced quality standard for fitting. C. Interior Frames: Fabricated from cold-rolled steel sheet. C. Factory machine doors for hardware that is not surface applied. A. Installer Qualifications: An experienced installer who specializes in'he installation of firestop and has completed penetration firestop A. Compatibility: Provide joint sealants,backings, and other related materials that are compatible with one another 1. Fabricate frames with mitered or toped comers. systems similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with z7 record , and with jr;-t substrates under conditions of service ani application, as demonstrated by sealant manufacturer,based ., D. Glazed Openings: Glaze doors at factory with glass of type and thickness indicated, complying with of successful inservico performance. on testing and field experience. �. Fabricate frames as knocked down, unless otherwise indicated. Division 8 Section"Glazing." 3. Framer,for Level 2 Steel Doors: 0.053-inch-thick steel sheet. -0 B. Source Limitations: Obtain penetration firestop systems,for each kind o! penetration and construction condition indicated,from a B. Colors of E 2.3 FACTORY FINISHING Fe p y pe. xposerd Joint Sealants: To match adjacent substrates, unless otherwise indicated. D. Hardware Reinforcement: AfvS!/SDI A250.6. a � single manufacturer. 2.3 ELASTOMERIC JOINT SEALANTS A. Finish wood doors at factory that are indicated to receive transparent finish. Field finish wooc'doors 0 2.5 FRAME /'.i4CHORS indicated to receive opaque finish. C. FireTestN@sponse Characteristics-. Provide F,x3netration firestop systems that comply with the following requirements and(hose A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid-applied chemically A Jamb Anchors: _ specified in"Performance Requirements"Article: curl sealant B. Grade: Custom. = a) spec q curing specified, including those referencing ASTM C 920 classifications for Type, grade,class, and uses related 1. Masonry Type: Adjustable strap-and-stirrup or T-shaped a��chors to suit frame size, not less than 0.042 inch thick,with W 1. Firestopping tests are perfomied by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL, to exposure aril joint substrates. C. Finish: Manufacturer's standard finish with performance requirements comparable to AWI ttf C,J corrugated or perforated straps not less than 2 inches wide by 10 inches long; or wire anchors not less than 0.177 inch thick. � � or another agency performing testing and followup inspection services for firestop systems acceptable to authorities having jurisdiction. B. Multicomponent Pourable Urethane Sealy nt: System TR-4 conversion varnish. �� Cr Chi 2. Stud Wall Type: Designed to engage stud,welded to back of frames; not less than 0.042. inch thick. D. Staining: Match Architect's sample. CV 2. penetration firestop systems are irenlical to those tested per ASTM E 814. Provide rated systems complying with the following 1. Products: 3. Compression Type for Drywall Slip on Frames: Adjustable compression anchors. g P � � � � E. Effect: Open grain finish, cd O Q) requirements:. a. Pecora Corporation; Urexpan NH 200. 4. Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch-diameter bolts with expansion shields C pe op system p ng q n9 inspecting agency. F. Sheen: Match Architect s sample. 0 0 a. penetration finest s tem roducts bear classification markt of qualified testi and ins ti a enc b. Sonn@born, Division at ChemRex Inc.;SL 2 or inserts. Provide pipe sparer from frame to wall, with throat reinforcement plate,welded to frame at each anchor location. PART 3- EXECUTIOP! Q r;9 a cc C b. penetration firestop systems correspond to those indicated by reference to penetration firestop system designations listed by the c. Trento; Vulkem 245. B. Floor Anchors: Formed from spume material as frames, not less than 0.042 inch thick, and as follows- 3.1 INSTALLATION � following: 2. Type and Grade: M(multicomponent)and P(pourable). 1. Monolithic Concrete slabs: Cif t e anchors, with two holes to receivo fasteners. � C -! U P-� A. Install wood doors to comply w.?fr manufacturer's written instructions and with referenced quality Ca -C "D 1) UL in"Fre Resistance Directory." 3. Class: 25. P Y q Y ,,,-, N CZ C 2. Separate TopFirxl Concrete Slabs: Adjustable-type anchors with extension clips, allowing not less than 2-inch height y-tandard, and as indicated. Q n PART 2 - PRODUCTS 4. Use Related to Exposure: T(traffic). 0 0 ca cd 2.1 MANUFACTURERS 5. Uses Related to Joint Substrates: M, A, and, as applicable to joint substrates indicated,O. adjustment. Terminate bottom of frames at finish floor surface. B. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as inc-icated C 3: u) = 2.6 FABRICATION below;do not trim stiles aril rails in excess of limits set by manufacturer or permitted with fire-rated .r- A. p Manufacturers: Subject to compliance with requirements, provide products by one of the following: C. Single-Component Silicone Sealant: N A. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117. doors. Machine doors for hardware. Seal cut surfaces after fitting and machining. - R! CL 1. DAP Inc. 1. Products: d b b d t h h 1/8 i id P Cl B. Hollow Metal Doors: 1. Clearances: rove inch aeas, jams, and airs of doers. Provide 1/8 inch from 2. Hilti Construction Chemicals, Inc. a. Pecora Corporation;864. ! P �� 1. Exterior Doors: Provide weep-holo operrings in bottom of exterior doors. Seal joints in top edges of doors against 3. Isolatek International. b. Sonnebarn, Division of ChemRex Inc.;Omniseal. bottom of door to tap of decorative floor finish or covering. Where threshold is shown or scheduled, Pe g c.Trirm ilii water penetration. 4. Specified Technologies Inc. Spectrum 3. provide 1/4 inch from bottom of door to top of threshold. 2.2 FIRESTOPPING, GENERAL 2. Type and Grade: S(single comFonent)and NS (raonsag). C. Hollow Metal Frames: Where frames are fabricated in sections.provide alignment pates or angles at each joint, 2, Bevel Gaon-fire-rated doors 1/8 inch in 2 inches at lock and hinge edges. L0 fabricated of same thickness metal as frames. END OF SECTION 08 14 33CA A. Compatibility: Provide penetration Iiresiop systems that are compatible with one another,with tips substrates forming openings, 3. Class: 100/50. 1. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. and with the items, it any, penetrating penetration firestop systems, under conditions of service and application, as demonstrated by4. Use Related to Exposure: NT (nontraffit). 1 2. Floor Anchor Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor. penetration firestop system manufacturer based on testing and field experience. 5. Uses Related to Joint Substrates: M, G, A, and, as applicable to joint substrates indicated,O. 3.jamb Anchors: Provide number and spacing of anchors as follows: B. Accessories: Provide components for each penetration firestop system that are needed to install fill materials and to comply with I 6. Stain-Test-Response Characteristics: Nonataininti to porous substrates per ASTM L 1248. a. Masan Type: Locate anchors riot more than 18 inches from to and hcttom of frame. Space anchors not more "Performance Requirements"Article. Use only components specified b penetration firestop system manufacturer and roved b the Silicone Sealant: ry P P eq Y Po �• Y Pe P Y SPP Y � D. Single-Component Mildew-Resistant Neutral-Curur►g than 32 inches o.c. and as follows: SECTION 08 31 13-ACCESS DOORS AND FRAMES PART 1 - GENERAL qualified testing and 0specting agency for firestop systems indicated. Accessories include, but are not limited to,the following items: 1. Products: 1 Three anchors jamb`:nom 60 to 90 incrhes h' h. 1. Permanent forming/damming/backing materials, including the following: a. Pecora Corporation:898. ) Per l 9 1.1 COORDINATION a. Sla rockwooffiber insulation. b. Stud Wall Type: Locate anchors not more than 18 inches from top orad bottom of frame. Space anchors not more A. Verification: Determine specific locations and sizes for access doors needed to gain access to g/ b. Sanneborn, Division l�of ClaemRex Inc.; Omnipiu� than 32 inches o.c. and as follows: . concealed plumbing, mechanical, or other concealed work, aril indicate in the schedule specified in b. Sealants used in combination with other forming/damr,�ing/bspckirg materials to prevent leakage of fill materials in liquid state. c. Tremco;TrQmsi1600. Throe anchors r limb to 60 inches high-c. Firwated form board. 2. Type 1 and Grade: S(single component)and NS (nonsag). ) per! g "Submittals" Article. d. Fillers for sealantsc. Comprpssion Type: Not less than two anchors in each jamb. PART 2 - PRODUCTS PRINrIPAL IN CHARGB 3. Class: 25. d. Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space 2.1 STEEL MATERIALS 2. Temporary forming materials. 4. Use Related to Exposure: NT(nontraftic). J(; 3. Substrate rimers. anchors not more than 26 inches o.c. A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. ______._________ _ P 5. Uses Related T Joint Substrates: G,A, and,as applicable to substrates indicated,O. 4. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers. 1. ASTM A 123/A 123M, for galvanizing steel and iron products. PROJECTMANAGBR 4. Collars. 2.4 LATEX JOINT SEALANTS g � A. Latex Sealant: Comply with ASTM C 8.34,Type O P, Grade NF. a. Single-Door Frames: Three door silencers. 2. ASTM A 153/A 153M, for galvanizing steel and iron hardware. GBL 5. Steal sleeves. fl 9 ' ,. D. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised hardware according to B. Steel Sheet: Uncoated, cold-rolled stee!sheet substrate complying with ASTM A 1008/A 1008M. 2.3 FILL MATERIALS B. Products: the Door Hardware Schedule. DRAWN BY __.__ _ _��___ ,- Commercial Steel(CS),exposed. A General: Provide penetration firestop systems containing the types of fill materials indicated in the Penr''ration Firestop System 1. Pecora Corporation:AC-20a. 1. Locate hardware as;ndicaied,or if riot indicated, wxording to ANSI/SDI A250.8. C. Steel Finishes: Comply with NAAMM's"Metal Finishes Manual for Architectural and Metal GRI'obias Schedule at llr,end of Part 3 by reference to the types of materials described in this Article. Fill materials are tho.% referrers to in 2. Sonneborn, Division of ChemRex Inc.; Sonolac. n0 f►9 g cavity 3. Tfem�;Tremflirx 834. 2. Reinforce doors and frames to receive rontemplate+d, mortised and surface-mounted door hardware. directories of l,�e reteronced testi and ins�pecti agencies as fill, void,or cavi materiels. Products"for rircomrmendatiorrs for applying and designating finishes. B. Latex Sealants: Si lecom nent latex formulations that after cure do riot reemulsif during e + 2.5 JOINT-SEALANT BACKING 3. Comply with applicable requirements in ANS6rSh1 A250.5 and ANSi/[7Fll A115 Series specifications for preparation 1. Factor Primed Finish: Manufacturer's standard shoprimer. rg po y ng xposure to me store. of hollow m@tel work for harrfwi'�re. Y P NO _ REASON_ _ DATE C. Firestop Devices: Facto yassembled collars formed from galvanized steel and lined with intumescent material sized to fit specific A. General: Provide sealant backings of material and type that arra nonstaining; are compatible with joint substrates, D. Drywall Beads: 0.0299-inch zinc-coated steel sheet to receive joint compound. diameter of nelrarit. 4 Coordinate locations of conduit and wiring boxes for electrical conn.tions with Division 16 electrical Sections. E Manufacturer's standard finish. F1e sealants, primers, lire other joint fillers: and are approved for apFdicatioWs indicated by sealant manufacturer based an 2.7 STEEL FINISHES AC D. Intumescent Composite Sheets: Rigid panels consisting of aluminumtoil(aced elastomeric sheet bonded to galvanized steel sheet. field experience and laboratory testing. 2. Prime Finish: Apply manufacturer's standard primer on finish immediately after cleaning aril pretreatlrat,. A. Flush 1.? DOORS AND FRAMES ACCESS ACS S Doors and Frames with Expc+sed Trim: Fabricated from steel sheet. E. Intumescont Putties: Nonhardening dielectric,waterreslstant pulties containing ry) solvents, inorganic fibers, or silicone compounds. PART 3- EXt=CUTTCNV F. Intumescent Wrap Strips: Singlecomponent intumescent elastomeric sheets with aluminum toff on one side. 3.1 PREPARATION Shop Primer: ANSI/SDI A250.10. 1. Locatlriis: Wall and coiling. G. Pillows/Bags: Reusable, heat@ ndi pillows/bags s consisti of lassfiber cloth cases filled with a combination of minetalliber, PART 3 - EXECUTION n xpa rpg pi lig n9 9 A. Surface Cleaning of Joints: Clean out joints immediately before installing jo`nt s@alarats 2. Door: Minimum 0.060-inch•thick theirt metal. waterinsoiuble a ansion agents and ffreretardant adoltives. , 3.1 INSTALLATION 3. Frame: Minimum 0.060-inch-thick sheet metal with 1-1/4-inch- wide, surface-mounted trim. � g 1. Remove all fo,egn material frorAn joint substrates that couk'i interfere with adhesion of joint sealant. A. Hollow Metal Frames: Com with ANSI/SDI A250.11. H. Silicone Foams: Multicomponent, siliconebased liquid elastorners that, when mixed,expand and cure in place to produce a flexible, a. Clsan mus'olni substrate surfaces b brushing, rindif blast cleans PIY 4. Hinges: Spring-loaded,concealed-pin type. nonshrinki foam. Po I Y ng,g rg, ng, mechanics!abrading, t e combination 1. Set tramps accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After 5. Latch: Cam latch with interior release. ^0 of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. 6. Lode: Cylinder. 1. Silicone Sealants: Moisturecuring, singlecomponent, siliconebased. neutralcuring elastonaeric sealants of grade indicated below: loose particles remaining after cleaning operation:;above by vacuumirg or blowing out joints with oil-free compressed air. all fire construction is compon-rated openings, install osis according to NFPA B0. 2.3 FABRICATION 1. Guile: Pourable(selflevelirg) formulation for openings in floors and other horizontal surfaces arxd nonsag formulation for openings in 2, Remove laitance and form-releaser agents from concrete. b. Where frames are fabricated in seetlall because c dishippingor handling limitations,field splice at approved rotations by integral units read for installation. vertical and other surfaces requiring a nonslumpirg,r,orinable sealant, unless indicated firestop system limits use to nonsag grade for a. Clean nonporous surfaces with chemical clearmrs or other means that do not stain, harm substrates,or leave residues apP A. General: Provide access door and frame assemblies manufactured asy both operdng conditions. capable of interfering with adhesion of joint sealants. welding face joint continuously;grind, fill,dress, and make splice smooth,flush, and Invisible on exposed faces. B. Metal Surfaces: For metal surfaces exposed to view, provide materials with smooth, flat surfaces PART 3 - EXECUTIONc. Install door silencers in frames before grouting, without blemishes. B. Joint Priming: Prime jolts substrates,where nicommirnded in wilting by jdntsealant manufacturer. c. Remove tempk,rary braces necessary for Installation only after frames have been properly set sand secured. C. Doors and Frarnes Grind exposed welds smooth and flush with adjacent surfaces. Furnish 3.1 EXAMINATION 3.21NS fALIJ1TION � ! A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations,penetrating A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193;or use of joint sealants as applicable e. Check plumbness,squareness, and twist of frames as walls are constructed. Shim as necessary to comply attachment devices and fasteners of type required to secure access pane'-to types of supports indicated. items, substrates. and other conditions affecting performance. to materials, applications, aril conditions indicated. with installation tolerances. D. Latching Mechanisms: Furnish number required to hold doors In flush, smooth plane when closed. only ory condltioas hav_ P Install sealant hacks s of 4 indicated to rt sealants during a licatlon orad tit 1. Feld apply bituminous coating to backs of frames that are filled with grout containing antifreezing agents. 1. For cylinder lock,furnish two keys r lock and k@ all locks alike. B. Proceed with installation o after upsatiafact been corrected. Y Y P@ Y rW type support rpg op position required to produce 2. Floor Anchors: Provide floor anchors for each jamb that extends to floor, and secure with postinstalled 2. For recessed p ng plastic 3.2 PREPARATION cross-sectionals s anrt fps of Installed sealants relative to joint widths that allow panel doors,provide through access sleeves for each locking device. Furnish Is,is hope +�Pt ! optima.?n sealant movement capability. expansion tirx;hors. A. Surface C v arcing: Clean out openings immediately before installing penetration firestop systems to comply with written 1. Do not leave gaps between ends of sealant backings. grommets and install in holes cut Through finish. rercommendations of firestop system manufacturer and the following requirements: 2. Do not stretch, tMdst, puncture, or tear sealant backings. Ia.n Floor anchors may hp set with Dactuated fasteners instead of postinstallird expansion anchors if so PART 3 EXECUTION Indicated grad approved on Shop Drawings 3.1 INSTALLATION 1. Remove from surfaces of opening substrates and from penetrating items foreign materials that could Interfere with adhesion of 3. Remove absorbent sealant backings that have bwmme wet before&:mlart application aril replace them with dry materials. ��® penetratbn firestop systAnas. C. Install tx3�� breaker t 3. Metal-Strad Partitions: So;idly back mineral-fiber insulation behind frames. A. Comply wltta manufacturer's written instructions for installing access doors and frames. 2• Chan opening substrates and retrad rt@inn to educe clean, sound surfaces ape behind sealants where sealant backings rare not rased between sealants;and backs of joints. 4. Masonry Walls: Coordinate Installation of frames to allow for solidly filling space between Pram,arae y positio, and attach securely to supports with plane of face panels ops ng penetrating pr capable of developing nplimum bond with D. Install sealants u� n tech B. Set frames adjacent i in crag prove , r>ig'aes that comply with the foNarring and at tfps carne dine bookings lira installed: mason with rout. penetration firestop"ems. Remove loose particles remaining from cleaning operation. 1. Place sealants w they directly coralact and fully wet joint suwrs.es. masonry g C. Inst with adjacent finish surfaces. B. Priming: Prime sAWrate►s where recommended in writ! b ration firestop system manL(acturer using that manufacturer's 5. In Plate a nc ors or Masonry Constnumio t Secure anfrad Invisible In place exposed edfaces.ed expansion anchors. C. Install doors flush with CLEANING finish surfaces or recessed to receive finish material. SPEC IHC � I IONS �I ng Y f� op Ys mg 2. Gomptetey Til rec�eees in each joint configuration. reco:itulerxled prod,_,ts and methods. Confine primers to areas of band;do not slow spillage and migration onto exposed surfaces. 3. Produce uniform, cross-sectlonel shapes and depths relative to joint widths that allow Countersink In-Place anchors, orad fill pipe make smooth, flush, and Invisible on exposed faces. A. djLst d ors AND hardware VG j optimum sealant movement capability. g, In-Placir G Mum Bori'+rcf PArtition+:: Secure frames in lits with stlrpstalled expansion anchors through C. Mask T Llae maskkpg tape to event perpetrAti„^n finest systems from cdx?<aAGti ofrpi w�Aaces that wKl ren-win �~ t� � � � A. Adjust doors and hardware after installation noir proper operation. lot? N9 fx oP Ys ng ng E. Tooling of Nonsag Sealants: Immediately after sealant AppficMlon and before skinning or curing begins,tool sealants floor,anchors at each laft. Countersink anchors, and fill and malts smooth,flush, Ansi invisible on exposed f"s. replace doors and frames,that aro warped, bowed, or otherwise damaged exposed on oompWion d Work and that would otlwrwise be permanently stained or rlarrwged by such contact or by cleaning methods xcxrding to requirements specified below to form smooth, uniform bear..Is of configuration indicated;to eliminate air pockets; 7. Cellfng Struts: Extend struts vertically from top of frame at each jamb to overhead structural supports cr B. Remove lire 9 tremove unears frown firestop system materials. Remove tape as soon as poil,�le without disturbing firestop system's seal and to er re contact arae!adhesion of beesiant whir siders of joint. END OF SECTION Ota 31 13 �,,z with stitatn las. 1. Remove exoesa sealant from surfaces adjacent to Joints. substrates above frame unless frame is anchored to masonry or to other structural support at each jamb. 2. Use tooling agents that are approved in wrking by sealant manufacturer and fhet do not discolor sealants or adi"rit surtaces. Bend top of struts to provide flush contact for securing to mpporting construction. Provide adjustable wedged 3. Pravkle oorpcave'oirt conf per Figur or bolted anchorage to frArne jamb members. l ICktreutforp a 5+t in ASTM C 1113, kxpfcete otherw�e indicated. S. Installation?�oler�unces: Adjust hollow metal igen frames for>aauuareneas,alignment, twist, and plumb to the F. Clean off exam sealant or seslant Arrears adjuiicent to lohrpts as the Work progmem by methods and with cleaning S. Inst ll tolerances: Toles: materirals approved in writktp by manufacturers of Jdnt sealants and of products In which,a1Me occur. END OF Iii cum 07 ft 00 A. Squareness: Phis or minus 1/1 6 Inch. meansW at door t1EW on a line 90 degreetr from jamb C�C_�]�Q C86�0n perpendlcuWr to frame head. V J J b.Algnmiard: Pius ar mMua 1 t18 trach, orteAAflW d j$WA flint s horitontO int pit*m io pleb ria d wall. , c. Twist: Plus or rnimm 1/16 Inch, measiwW pili 11001111 I I fit*fJOrNfilfl Of Wft tilt POIN MAMA ti 0 I perpen licutrar to plane of wall. d. Plurntness: jPkm or mhxus I it 6 i". measured at Mtnbe at f loor. I 02/26/0 SP-4 U o � 1 . , ..... �t�Y - F v e" q 5 .:' i .lull.: gyms,µ` . N 1r C lyd�,k '. WY Y I 4 I I . 11 . 0 0 „ . W .. y , L Win i '!.�. ,. _.cull. ,_ . cull ,. .,- ,.I ..... . I 11 , , , I I I ,, .. I I I I . wigimi� i li�3i'lli'llili"�'I'll!",,.'. , - w..:.; r t". ,.... r �„ e . lulu._, 1.: ."....1--..,.a:;.as+•+dWY�.W.r.ar.-v�wt4s.L+�-.... u. smA.r,»r•an�r: _11.1 ,.4r+r.a�'..."" .,.",o�'l..,d,..a,..-..,,.,-..�w.:..+......a.,ye "-.. z+....,-�-�..-... --,�br,�..,.....-". .....____.,.�....,..-......ma.w..-.r,.-.au ., w- -._. -m..<u....,.....�.wr...�+iJv<YIL4Y,Ikwr,WrW,a. ... -+w.a1<YYC.wt«.J-...w. .w..:'..:. ,.:,". +.:..,,v....... -:.,. .. ' EMR= Mj { .. t . .11- I . - � "t SECTION 06 4113-ALUMNNUMI•FRAMNEJ ENTRANCES AND STOREFRONTS 1.1 PERFORMANCE: REuuiREMENTS SECTION 08 71 00-DOOR HARDWARE PART t - GENERAL SECTION 08 63 00-MIRRORS PART 1 - GENERAL 3.3 INSTALLING FRAMED ASSEMBLIES h A ��eneral: ProviM aluminum-framed systems, irk;lWing anchorage,capable of withstarxlfng,without failure,th'e effects of tt`1efollowing: 1.1 QUALITY ASSURANCE 1.1 QUALITY ASSURANCE A. Where studs are installed directly against exterior masonry wails or dissimilar metals at exterior walls, Structural loads. A. Installer Qualifications: An employer of workers trained and approved by lock r.+�anufacturer. A. Glazing Publications: Comply with GPNA's"Glazing Marnnal"and GANA Mirror Division's"Mirrors, Handle install isolation strip between studs and exterior wall. �; Thermal movements. 1. Installer's msWrisibilitiee include supplying wxi installing door hardware and providing a qualified Architectural Hardware with Extreme Care: Tips for the Professional on the Care and Handling of Mirrors"unless more Stringent B. Install suets so flanges within framing system point in same direction,. IA . Movements of supporting structure indicated or Drawings including, but not limited to, story drift and deflection from uniformly distributed and Consultant available Burin the course of the Work to consult with CAxitracter,Architect,and Owner abcut door hardware and keying. � DOUG ROBIDOUX A g ey g• requitemdnts are indicated C. Install cracks(run,wrs)at floors and overhead suppeais. Extend framing full height to structural supports _-.�.�.-------'---- .. . .. ... �anCer itrated live toads. Limitations: •.-.. . . _ .:... B. Source Provide electrified door hardware from same manufacturer as mechanical door hardwara,unless otherwise B. Safety Glazing Products: For"tempered mirrors,provide products complying with testing requirements in or substrates above suspended ceilings, except where partitions are indicated to terminate at suspended ARCHIT)rr(:I' 4 Dimensional tolerances of building frame and other adjacent construction. indleatod. Manufacturers that perform electrical modifications and that are listed by a testing and inspecting agency acceptable to 16 CFR 1201 for Category 11 materials. ceilings. Contirxue framing around ducats penetrating partitions above coiling. 5. Failure includes the following: authorities havingy p framing supports, install to produce joints at jurisdiction are acceptable. 1.2 WARRANTY 1. SN Type Head Joints: Where frami extends to overhead structural su p j ° a. Wlection exceeding specified limits. C. Fire-Rated Door Assemblies: Assemblies complying with NFPA 80 tha'we listed and laboled by a tooting and inspecting agency , . tops of framing systems that prevent axial loading of finished assemblies. -_ - A. Special Warranty: Manufacturer's standard form, made cud to Owner aw,signed by mirror manufacturer -------- --- - acceptable haying jurisdiction,for fire ratings indicated,basrxJ cry teatirg according to Nr:PA 252. 1. Door Openings: Screw vertical studs at jambs to jamb anchor clips on door framF,;; install runner track ,, b. � arms stre8ses transferred to building structure. a table to authorities - I c Freminq members tiansferrirxd stresses, including those caused by thermal and structural movements,to glazing. 1 2 DELIVERY, STORAGE, AND HANDLING agreeing to replace mirrors that deter'irate,f.o.b. this imares! shipping point to Project site, within specified section(for cripple studs) at head and secure to jamb studs. d. Nois.-#or vibration created by wind and thermal and stru;lural movements. A. Deliver keys to manufacturer of key control system for subaequ.ant delivery to Owner. warranty pencil indicated in second subparagraph below. a. Install two studs at each jamb, unless otherwise indicated. e. Lousening or weakening of fasteners, attacnments, and other components. 1.3 WARRANTY 1. Deterioration of Mirrors: Defects developed from normal use that are attributable to the manufacturing b. Extend jamb studs through suspended ceilings and attach to underside of overhead structure. I. Sealant failure. I A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware process and not to causes other than glass breakage and practices for maintaining and cleaning mirrors 3. Fire-Resistance-Rated Partitions: Install framing to comply with fire-resistance-rated assembly indicated g. Failure of operating units to function properly. i that fail in matorials or workmanship within specitiwJ warranty period. contrary to mirror manufacturer's twitten instructions. Defects include discoloration, black spots, and and support closures and to make partitions continuous from floor to underside of solid structure. --_ . ......____._ B. Deflection of Framing MArr►t►ors Normal tc Wall Plane: Limited to 1/175 of clear span for spans up to 13 foal d inches and to 1/240 of clear 1. Warranty Period: Three years 7rom date of Substantial:,ornpletion. clouding of the silver film. a. Firestop Track: Where indicated, install to maintain continuity of fire-resistance-rated assembly indicated. spam plus 1/4 inch for spans greater •han 13 feet 6 inches ur an amount that restricts a deflection of individual glazing litos to 314 inch, edge 9 ►'g PART 2- PRODUCTS 2.Warranty Period: Five years from date of Substantial Completion. 4. Curved Partitions: IM whichever is less 2.1 SCHEDULED DOOR HARDWARE PART 2- PRODUCTS a. Bend track to uniform curve and locate straight lengths so they are tangent to arcs. 'I An drawiat axd rte death sbes'a arc rte protein91 C. emperature Rnge(Range): Systems accommodate 120 deg F, ambient; 180 deg F, material surfaces. j A.General: Provide door hardware for each der to comply with requirements in this Section and door hardware sets indicated in 2.1 SILVERED FLAT GLASS MIRROR MATERIALS b. Begin and end each arc with a stud, and space intermediate studs equally along arcs. On straight lengths 7br/lrbiterc 7br rrprorbirrtier,,epyiaA or otter D. Condensatio sistanc:e: Fixed glazing and framing areas of systems have condensation-resistance factor (CRF)of not less than 53 door and frame srheditle. of not less than 2 studs at ands of arcs, place studs 6 inches o of obi:d►asiaAa'it ow their*7itlea ceauxt h 9 A. Tempered Clear Glass Mirrors: Comply with ASTM C 1503,Mirror Glazing QivalRy, for blemish requirements D. Direct Furring: V prohibited aad any iafricrlrarrat ail/be,wbject to whom tested acco�-. to AAMA t 50:1. 2.2 FABRICATION in annealed float glass b9fore silver coating is applied, for coating requirements, and with other requirements 1.2 SUBMITTN•'-S A. Base Metals: Produce door hardware units of base metal,fabricated by forming method indicated, using manufacturer's standard 1. Attach to concrete or masonry with stub nails, screws desitned for masonry attachment, or powder-driven kAdificliea. A. Product Data: for each type of product indicated. metal alloy,composition,tamper, and hardness. Furnish metals of a quality equal to or greater!hen that of specified door hardware glass before silver coating is appliednot affected by tempering process; and comply with ASTM C 1048 for Kind FT, Condition A, tempered float fasteners s. paced 24 inches o.c. �. �. B. Shop Drawings: Inch ids pli.ns, elevations, sections,details,and attact,„r^!c to Mho'•:;Vrx. units and BHMA A156.18. Do not furnish manufacturer's standard materials or forming methods if different from specified standard. E. Z-Furring Members: - - 1. For entrances, include hardware schedula and:ndicate operating hardware t functions, �isrntities, and locations. ,• 1. Nominal Thickness: As indicated. � 9 Yi�� q B. Fasteners: Provide steers according to commercially recognized industry standards for application intended,except aluminum 1. Erect insulation(specified in Division 7 Section"Building Insulation") vertically and hold in place with ,,ee��,,,,.. 1.3 QUALITY ASSURANCE fasten!xa are not permitted. Provide 'hillips flat-head screws with tinishod heads to match surface of door hardware,unloss 2.2 MISCELLANEOUS MATERIALS I Z-furnng members spaced 24 inches o.c. 4*0 A. Installer Qualifications: Acooptable to manufacturer ant'capable of preparation of data for aluminum-framed systems including Shop otherwise indicated. A. Setting Blocks: Elastomeric material with a Type A Shore durometer hardness of 85,plus or minus 5. 2. Except at exterior corners, securely attach narrow flanges of furring members to wall with concrete stub + Drawings based on testing and engineering analysis of manufacturer's standard units in assemblies similar to the,ke indicated for this Project. 1.(Amply with NFPA 80 for fasteners of door hardware in the-rated applications. B. Edge Sealer: Coating compatible with glass coating and approves by mirror manufacturer for use in nails, screws designed for masonry attachment,or powder-driven fasteners spaced 24 inches o.c. j,�E. �;A 1.4 WARRANTY C. Finishes: BHMA A156.18,as indicated in door hardware sets. protecting against silver c'eterioration at mirrored glass edges. 3. At exterior corners, attach wide flange of furring members to wall with short flange extending beyond �� A. Special Assembly Warranty: Manufacturer's standard form in which manufactiaier 3grges to repair or replace components of aluminum !named PART 3- EXECUTION C. Mirror Matic: An adhesive setting compound,produced specifically fur setting mirrors and certified by both corner; on adjacent wall surface, screw-attach short flange of furring channel to web of attached channel. + systems that do not comply with requirements or that deteriorate as defined in this 'Section within specified warranty period. 3.1 INSTALLATION mirror manufacturer and mastic manufacturer as compatible with glass coating and substrates on which minors At interior corners, spacr second member no more than 12 inches from corner and cut insulation to fit. + 4ASANGELES0 CA , 1. Failures include, but are not limited to,the following: A.Steel Doors and Frames: Comply with DHI A115 Series. Drill and tap doors and frames for surface-applied door hardware will be installed. F. Installation Tolerance: Install each framing member so fastening surfaces vary not more than 118 inch a. Structural failures incidirg,but not limited to,excessive deflection. according to ANSI A250.6. 2.3 MIRROR HARDWARE from the plane formed by faces of adjacent framing. � 5182 �'� v1 b. Noise or vibration caused by thermal movements. B.Wood Doors: Comply with DHI A'15-W Series. A. Fasteners: Fabricated of same basic meal and alloy as fastened metal and matching it in finished color and END OF SECTION 09 22 16 c. Deterioration of metals, metal finishes,and other materials beyond normal weathering. C. Mounting Heights: Mount door hardware units at heights indicated on Drawings unless oiharMse indicated or required to texture where fn. �� `n��r �� stoners are exposed. I d. Failure of operating components tc function properly. comply with governing regulations. B. Anchors and Inserts: Provide devices as required for mirror hardware installation. Provide toothed or 2. Warranty Period: Two years from date of Substantial Completion. I 1.Standard Steel Doors and Frames: DHI's"Rewmmended Locations for Architectural Hardware for Standard lead-shield expansion-bolt iiievices for drilled-in-place anchors. Provide galvanized anchors and inserts for B. Special Finish Warranty: Manufacturer's standard toapplications on instate face of exterior walls and where indicated.m in which manufacturer agrees to repair or neglect components on which finishes Steel Doors and Frames." r C \ fail within specified warranty period. Warranty does not include normal weathering. 2.Wood Doors: DHI WDHS.3,"Recommended Locations for Architectural Hardware for Wood Flush Doors." �-" 1. Warrant Period: 10 years from date of Substantial Completion. ,, 2.4 FABRICATION /� ► P1 D. Instal{each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to �I�C�. PART 2- PRODUCTS A. Mirror Sizes: To suit Project conditions, and before tempering, cut mirrors to final sizes and shapes. install door hardware onto or into surfaces that are later to be painted or finished in another way,coordinate removal, storage,and &. .�.z 2.1 MANUFACTURERS , r B. Cutouts: Fabricate cutouts before tempering for notches and holes in mirrors without marring visible surfaces. i reinstallation of surtace protective trim units with finishing work sped ied in Division 9 Sections. Do not install surface-mounted items i, ,� A. Basis of Design: Basis of design for the storefront system is Kawneer Thfab 400,subject to compliance with requirements provide the named until finishes have been completed on substrates involved. Locate and size cutouts so they fit closely around penetraJons in mirrors. o 0 I J; product or a comparable product by ar available manufacturer. E. Key Control System: Tag keys and place them on markers and hooks in key control system cabinet, as determined by final C. Mirror Edge Treatment: As indicated. 11 2.2 MATERIALS keying sc tiedule. PART 3- EXECUTION G A E A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. F.Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in 3.1 INSTALLATION 1. Sheet and Plate: ASPM B 209. Division 7 Section"Joint Sealants." i A. General: Install mirrors to comply with mirror manufacturer's writte:,instructions and with referenced GANA AMEHICA 2. Extruded Bars, Rods, Profiles, and Tubes: ASTM B 221. G.Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of I publications. Mount mirrors accurately in place in a manner that avoids distorting reflected images. .�.- T,*TOUpN 70�.--- 3. Extruded Structural Pipe and Tubes: ASTM B 429. every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final B. Provide a minimum air space of 1/8 inch between back of mirrors and mounting surface for air circulation 4. Structural Profiles: ASTM B 30a'B 308M. operation of heating and ventilating equipment and to comply with reference(/ac ssibility requirements. between back of mirrors and face of mounding surface. B. Steel Reinforcement. With manufacturer's standard corrosion-resists of Primer. 1.Spring Hinges: Adjust to achieve positive latching when door is allowed to dose freely from an open position of 30 degrees. C. For wall-mounted mirrors, install mirror hardware as indicated. 1. Structural Shapes, Plates,and Bars: ASTM A 36/A 36M. 1 2. Door Closers: Unless otherwise required by authorities having jurisdiction, adjust sweep period so that,from an open position of 1. Attach mirror hardware securely to mounting surfaces with mechanical fasteners installed with anchors or 2. Cold-Rolled Sheet and Strip: ASTM A 1008/A 1008M. 70 dagrees,the door wil!take at least 3 seconds to move to a point 3 inrl►es from the latch. measured to the leading edge of the door. inserts as applicable. Install fasteners so heads do not impose point loads on backs of mirrors. 3. Hot-Rolled Sheat and Strip: ASTM A 1011/A 1011M. END OF SECTION 08 71 00 D. Protect mirrors from breakage and contaminating substances resulting from construction operations. 2.3 FRAMING SYSTEMS A. Framing Members: Manufacturer's standard extruded-aluminum framing members of thickness requi.-c+and reinforced as required to I END OF SECTION 08 83 00 support imposed loads. 1. Construction: Nonthermal. SECTION 08 80 00-GLAZING PART 1 GENERAL B. Brackets and Roinforcements: Manufacturer's standard high-strength aluminum with nonstaini nonferro"s shims for aligning system 1.1 PERFORMANCE REQUIREMENTS � � �� g g y A.General: Provide glazing systems capable of withstanding normal thermal movement and wind and impact loads SECTION OS 2216-NON-LOA�EARING STEEL i=RAtiYMNG PART 1 - GENERAL a O components. g ng y pa g P A. Fire-Test-Response Characteristics: Provide materials and construction identical to those tested in assembly O C. Fasteners and Accessories: Mankdacturer's standard corrosion-resistant, nonstaining,nonbleeding fasteners and accessories compatible (where applicable)without failure,including loss or glass breakage attributable to the following: defective manufacture, indicated according to ASTM E 119 by a testing and inspection agency. j_ (r with adjacent materials, fabrication,` Sound Transmission Characteristics: rove maters anconstructto tn assembly and installation;f2ilure of sealants or gaskets to remain watertight and airtight;deterioration of glazing materials; B. Sd Tission ChistiProvide ion identical hose tested in l� = N 1.Where fasteners are subject to loosening or turning out from thermal and structural movements,wind loads,or vitratidn, use self-locking � or other de.octs in construction. (O devices. 1.2 SUBMITTALS indicated according to ASTM E 90 and classified according to ASTM E 413 by a testing and inspection agency. � j C'7 2. Reinforce members as required to receive fastener threads. A. Product Data: For each glass product and glazing material indicated. PART 2- PRODUCTS O cm 3. Use exposed fasteners with countersunk Phillips screw heads, finished to match framing B.Samples: 12-inch-square,for each t of lass product indicated,other than monolithic dear float lass. 2_.1 NOW STEEL FRAMING,GENERAL " CO p ng system. type 9 Pr 9 � co � D. Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts complying with ASTM A 123/A 123M or C.Glazing Schedule: Use same designations indicated on Drawings. A. Framing Members, General: Comply with ASTM C 754 for conditions indicated. � :3C ASTM A 153/A 153M requirements. 1.3 WARRANTY 1. Steel Sheet Components: Comply with ASTM C 645 requirements for metal,unless otherwise indicated. O C.) cc E. Flashing: Manufacturer's standard corrosion-resistant, nonstaining,nonbleeding flashing compatible with adjacent materials. Form exposed A. Manufacturer's Special Warranty for Coated-Glass Products: Manufacturer's standard form, made out to Owner and 2. Protective Coaling: ASTM A 653/A 653M, G60, hot-dip galvanized, unless otherwise indicated. 75. * 0 flashing from sheet aluminum finished to match framing and of sufficient thickness to maintain a flat appearance without visible deflection. signed by coated-glass manufacturer agreeing to replace coated-glass units that deteriorate as defined in"Definitions" 2.2 SUSPE=NSION SYSTEM COMPONENTS p O a � � F. Framing System Gaskets and Sealants: Manufacturer's standard racommended by manufacturer for joint type. Article,f.o.b.the nearest dipping point to Project site,within specified warranty period indicated below. A. Tie Wire: ASTM A 641/A 641 M, Class 1 zir�coating, .soft temper, 0.0625-inch-diameter wire, or double +r N Co C 2.4 GLAZ;,vu SYSTEMS 1.Warranty Period: 10 years from date of Substantial Completion. strand of 0.0475-inch-diameter wire. 0 O C O C _� A. Glazing: As specified in Division 8 Section"Glazing." PART 2- PRODUCTS B. Wire Hangers: ASTM A 641/A 641 M, Class 1 zinc coating,soft temper, 0.162-inch diameter. - }j C B.GlazingGaskets: Manufacturer's standard compression 2.1 MANUFACTURERS t O pr types, replaceable,molded or extruded,that maintain uniform pressure and watertight A. In other Par 2 articles whore titles below introduce lists,the following r uiremonts apply to redact selection: C. Fla. Hangers: Steel ,sheet, 1 by 3/16 inch by length indicated. U seal. g 'Y p D. Carrying Channals: Coli-rolled,commercial-steel sheet with a base-metal thickness of 0.0538 inch and C. Spacers and Setting E:ocks: Manufacturer's standard elastomeric types. 1. Product: Subject to compliance with requirements,provide product specified. 2.2 GLASS PRODUCTS minimum 112-inch-wide flanges. Depth as indicated ons drawings. (n 2.5 DOORS E. Furring Channels(Furring Members): to A. Doors: Manufacturer's standard glazed doors,for manual swing operation. A.Annealed Float Glass: ASTM C 1036,Type I (transparent fiat glass),Quality-03:of class indicated. 1. Cold.-Rolled Channels: 0.0538-inch bare-steel thickness, with minimum 1/2-inch-wide flanges, 3/4 inch deep. 00 1. Door Construction: 1-314-inch overall thickness,with minimum 0.125-inch-thick,extruded-aluminum tubular rail and stile members. 1. Ultra-Clear(Low-iron)Float Glass: Class I (clear);with a minimum 91 percent risible light transmission and a minimum U) Mechanically fasten corners with reinforcing brackets that are(Jeep penetration and fillet welded or that incorporate concealed tie rods. solar heat gain coefficient of 0.87. 2. Steel Studs: ASTM C 645. Minimum base metal thyckness and depth as indicated on drawings. 0) 2. Door Design: As indicated. a. Products: 3. Hat-Shaped, Rigid Furring Channels: ASTM C 64E, 7/8 inch deep. Minimum base metal thickness as indicated 3.Glazing Stops and Gaskets: Beveled,snap-on,oxtruded-all..ninum stops and preformed gaskets. 1)AFG Industries Inc.;Krystal Klear. on drawings. =_� B. Door Hardware- As specified in Division 8 Section"Door Hardware." 2)Pilkington Building Products North America;Optiwhite. F. Grid Suspension System for Ceilings: ASTM C 645,direct-hung system composed of main beams and 2.6 ACCESSORY MATERIALS 3)PPG Industries, Inc.;Starphire. I cross-furring members that interlock. A.Joint Sealants: For installation at perimeter of aluminum-framed systems,as specified in Division 7 Section"Joint Sealants." B. Heat-Treated Float Glass: ASTM C 1046;Type I (transparent fiat glass);Que.iiry-03;of class,kind, and condition indicated. 1. Products: Subject to compliance with requirements,provide one of the following: B. Bituminous Paint: Cold-applied asi.,lialt-mastic paint complying with SSPC-Paini 12 requirements except containing no asbestos,formulated for 1. FatAcation Process: By horizontal(roller-hearth)process with roll-wave distortion parallel to bottom edge of glass as installed, a. Armstrong World Industries, Inc.; Drywall Grid Systems. 30-mil(0 762-mm)thickness per coast. unless otherwise indicated. b. Chicago Metallic Corporation;640-0 Drywall Furring System. ' I FABRICATION 2. Provide Kind FT(fully tempered)float glass in place of annealed or Kind HS(heat-strengthened)float glass where safety glass c. USG Corporation; Drywall Suspension System. , Form aluminum shapes hrsfore finishing. is indicated. B. Weld in concealed locafijns to greatest extent C.Ceramic-Coated Vision Glass: Float lass with ceramic enamel i 2.3 STEEL FRAMING FOR FRAMED ASSEMBLIES ur possible to minimize distortion or discoloration of finish. Remove weld spatter and welding 9 applied by silk-screened process and complying withA. Steel Studs and Runners: ASTM C 645. Metal base thickness and depth as indicated on drawings. 1111621 oxides from exposed surfaces by descaling or grinding. ASTM C 1048 Condition C(other coated glass),Type I (transparent flat glass),Quality-03,Specification No.95-1-31 in GANA PRINCIPAL IN CHARG11 C. Framing Members,General: Fabricate components that,when assembled,have the following characteristics: Tempering Division's"Engineering Standards Manual,"and other requirements specified. 1. Slip-Type Head Joints: Where indicated,provide the following: n 1. Profiles!hat are sharp,straight,and free of defects )r deformations. D. Patterned(;lass: ASTM C 1036,Type II (patterned and wired flat:glass),Class 1 (clear), Form 3(patterned);and of quality.finish, iSingle Long-leg Runner System: ASTM C 645 top runner with in deep flanges in thickness not less than �(: 2. Accurately fitted joints with ends coped or mitered. and pattern specified. ndicated for studs, installed with studs friction fit into top runner andd witth h continuous bridging located within 12 Inches of the to of studs to provide lateral bracing. PRO)W-i'MANA(mPR 3. Physical and thermal isolation of glazing from framing nembers. E.Tempered Patterned Glass: ASTM C 1048, Kind FT(fully tempered),Type Ii (patterned flat glass),Class 1 (Gear), p 9 GBI, 4. Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. Form 3(patterned);and of quality,finish,and pattern specified. 2. Deflection Track: Steel sheet top runner manufactured to prevent cracking of finishes applied to interior 5. Fasteners,anchors, and connection devices that are concealed from view to greatest extent possible. 2.3 GLAZING GASKETS partition framing resulting from deflection of structure above; in thickness not less than indicated for studs URAARJ BY -- D. Door F,,::^es: Reinforce as required to support loads imposed by door operation and for installing hardware. A. Denise Compression Gaskets: Molded or extruded gaskets of material indicated below,complying with standards referenced with and in width to accommodate depth of studs. tas 1. At interior doors,provide silencers at stops to prevent metal-to-metal contact. Install three silencers on strike jamb of single-door frames name of elastomer indcated below,and of profile and liard(ioss required to maintain watertight seal: I C. Flat Strap and Backing Plate: Steol sheet for blocking and tracing in length and width indicated. Minimum (.it.] lob and two silencers on head of frames for pairs of doors. 1.Neoprene,ASTM C 864. Base-Metal Thickness: 0,027 inch. NO REASON ____ DATE _ E. Doors: Reinforce doors as required for installing hardware. 2.4 GLAZING SEALANTS D. Cold-Rolled Channel Bridging: 0.0538-incl, bare-steel thickness, with minimum li2-inch- wide flanges. Depth _ F. Hardware Installatiov: Facto install hardware to the greatest extent A.General: Provide products of rr ? Factory' flr possible. Cut,drill, and tap for factory-installed hardware before Pr type• dicatod.complying with the following requirements: as indicated on drawings. Clip Angle not less than 1- /2 by 1-1/2 inches, 0.068-inch- thick, galvanized steel. applying finishes. 1.Compatibility: Select glazing sealants that are compatible with one another and with other materials they will comact,including E. Hat-Shaped, Rigid Furring Channels: ASTIA C 645. Minimum Base Metal Thickness and depth as indicated G. After fabrication,dearly mark components to identity their locations in Project according to Shop Drawings. glass products,seals of insula!ing-glass units,and glazing channel substrates,under conditions of service and application, as on Drawings. 2.8 Ai_UMiNUM FINISHES demonstrated by sealant manufacturer based on testing and field experience. F. Resilient Furring Channels: 1/2-inch-deep, --feel sheet members designed to reduce sound transmission. A. Clear Anodic Finish: Class 1,clear anodic coating complying with AAMA 611. i 2. Suitability: Comply with sealant and glass manufacturers'written instructions for selecting glazing sealants suitable for Configuration: Asymmetrical or hat shaped. 1 Color: As indicated on Finish Schedule. applications indicated and for conditions existing at time of installation. ,sa G. Cold-Rolled Furring Channels: 0.0538-inch bare-steel thickness,with minimum 1/2-inch-wide flanges. Depth: 11 PART 3 EXECUTION 2.5 MISCELLANEOUS GLAZING MATERIALS X,, ; " # • As indicated on Drawings, ;€ 1 , 3.1 INSTALLATION A.General: Provide products of material,size,and shape complying with referenced glazing standard,requirements � ` 1' 1. Furring Brackets: Adjustable, corrugated-edge type of steel sheet with minimum bare-steel thickness of 0.0312 inch. A. General: of manufacturers of glass and other glazing materials for application irkdicat9d,and with a proven record of compatinility e', T f,; 1. F1 joints to produce hairline joints free of burrs and(Jtsbrtion. with surfaces contacted in installation. 2. Tie Wire: ASTM A 641/A 641 M, Class 1 zinc,coating,, ,',limp i,0.0625 inch diameter wire,or double strand of �, i " 2. Rigidly secure nonmovement joints. B.Cleaners, Primers,and Sealers: Types recommended by sealant or gasket manufacturer. 0.0475 titch diameter wire. ,", it i 3. /natal/anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration. C. Setting Blocks: Elastomeric material with a Shore, Type A durometor hardness of 85, plus or minus 5. H. Z Shaped Furring: With slotted or nonslottad web, taco flange of 1 i/4 inches,wall attachment flange of 7/8 inch, .t� 4. 5ea1 jants watertight,unless otherwise indicated. D. Spacers: Elastomeric blocks or continuous extrusions with a Shore,Type A durometer hardness required by glass minimum bare-metal thickness of 0.0179 inch, and depth required to fit insulation thickness indicated. ' i 8. M¢tat Protection: manufacturer to maintain mass liter in place for installation indicated. 2.4 AUXILIARY MATERIALS I. Where aluminum riot contact dissimilar metals, protect agains'galvanic actio by painting contact surfaces with prima or by applyin7 sealant E. Edge Blocks: Elastomkxic material of hardness needed to limit glass lateral movement(side walking). A. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding power, and other properties A..'" i` or tape or installing nonconductive spacers as recommended by manufacturer for this purpose. 2.6 FABRICATION OF GLAZING UNITS required to fanton steel member3 to substrates. ''' f' against by painting axntact surfaces with bituminous nt. glazing eq g openings l edge and face clearances,,t.x , h� 2.Where aluminum will cornlso concrete or masonry,protect nst corrosion pot A. Fabricate laza units in sizes required to laze i s indicated for Project,with eklgo PART 3- EXECUTION 1; Ili ' ' C. Install components b drain water pe3sing joints,condensation occurring within framing members,arr.'moisture migrating within the system and surf"conditions, arid bite complying with written instructions of product manufacturer and referenced glazing I 3.1 INSTALLATION,GENERAL _",�, ro exterior. publications,to comply with system performance requirements. A. Installation Standard: ASTM C 754, except comply with framing sizes and spacing ir0cated. v , D. Set continuous sill members anid flashingin full sealant bed as feed in Division I Section"Joint Sealants"and to voNdherti t PART 3- EXECUTION ��g i Pf flh 1. Portland Cement Piaster Assemtulies: Also comply with requirements in ASTM C 1063 that apply to framing installation. r r, �, instaliMion. 3.1 GLAZING 2 Gyps!mn Board Assemblies: Also ccxnply with requirements in ASTM C 840 that apply to framing installation. 4 E. Install co,►►par►exnts plumb aril true in alignment with eatablislne!1 lines and grades,without wrap or rack. A.General: Comply with combined written Imtruetions of manufacturers of glass,sealants,gaskets,and other glazing 3.2 INSTALLING SUSPENSION SI Y F. Install glazing as fled in Division 8 Suction"Qltwn ." materials, unless more strl S S EN. ONS STEMS gl fl sped fl ions, s indicmed o are indicated,indene those u►referenced glazing m edge nr.. A. Isolate suspension systems from building structure where they abut or are penetrated by building structure to 1. '}r " G. Entrances: Install b produce srnooth operation and tight fit at contact points. 1.Glazing channel dimensions,as indicated on Drawings,provide necessary bite on glass, minimum fudge and face " I 1. Field-Installed Hardware: Instrall surffxwmounted hardwares according to hardware manufachirors'written instructions using concealed ckwankes,and adequate sealant thicknesses,with roasonatAe tolerances. Adjust es required by Project ea►ditions prevent transfer of boding imposed by structural movement. fastwws~to gmtem extent powlAo,. duuring installation. B. Suspend hangers from bu!kii structure as follows: °;' H. Install perimeter hint sealants as spedfled in Division 7 Section"Joint Sedants"and b Ixou,,ce weuuff►ertighl Installation. 2.Protect glass edges from damage during handling aril installation- Rr►mavn damaged plass from Project alta and 1. Install hangers plumb enol free from contact with insulation or other objects within ceiling plenum that are not part of SPECIFICATIONS ,V;i I. Erection ToWanoes: hnslali aluminum-framed systems b comply with the following modmuan tderences: legally dispose of off Project site. Damaged glass is glass with edge damage or other imperfections that,when installed, supporting 3tivctural o.suspension system. �,' 1. Location oxl Plans: Limit.variation from true location and plane b 1/8 inch in 12 fat.; 1/4 Inch ova total kingth. could wee an glass and Impair performance and arppearanoe. a. splay hangers only when® required to miss obstruuctlons airx9 offset resuming horizontal forces by bracing,countersplayirg, 2.Ati(irxr►at4; 3.Apply primers to joint surfaces where required for adhesion of sealants, as determined by precxunstruction or other equally effective means. I.s+�'' a. Where mstacee abut in line•limit otMM from true allginment to `1118 Inch. sealant-substrate testing. 2. Where width of ducts and other construction within calling plenum giroduces hanger spacings that interfere with locations "I b Where surfst>�meM at oort►ars,INnA ofltet from true aNgrwnatnt b 1/32 Inch. 4. InataN setttn►g blocks in sill rahbsta.seized end located to comply with relerrernced glazing plot)IiCatlOns,unless athervrfae of hangers required to support standard suspension system members, install supplemental suspension members and µ4 3 Diagonal Massursnw ts: Limes d wonoe hetvmw►dlagonai measurement to 1/8 Inch. required by glass mmifectura. Set biocicu in thin terse of mmpatible sealant suitable fix he:1l beard. hangers in the form of trapezes or equivalent devices. 11 IM OF 10ECTION 00 41 13 b.Do not exoeed less matVacfurwa;for installing S. se preesii ated by fl r.�width is ng glass 3. Do not attach hangers b steal)roof deck. 11 . spaom gi iergt plus tiger than 50 inches. 4. Do not connect or suspe M steel framing from ducts,pipes,or caorndUt. LL 7. Provide edge Scx*ing whve kfdkmted or needed to fX�t pass liter from moving eldaways In gWIng charnel,as C. Fire Resistance Hated AttsamMsa: Wirer Ne furring cfusnnels to sul�►orta- reaxnmendad In writing by glaeit martufsi•tixer and aaoortlktp b tisquirnnt`1erMs in refenr►toatl glaxirq putrpc dors. D. Seismic Bracing: Sway-brace su.Mension systems with hangm used for st*Dort. 8.G+seket Okk*V(Dry): Fabicste omprassion plMcets in i oVillo rmmmarnded by groko memilackxetr to tin E. Grk1 Sueper`1slon Systems: Attach perimeter wall track of angle wheret grid stmpaension systema meet verticail surfaces. 625`-32 6"0 , aparlMtQis fes,witFi alloraisnce for ritrstd►during tnslalla0on. a . G.Ramco and rapkea glass that is broken,clilpped,calm ,or abraded or that is damaged from nahwN cams m, I Mechanically join main boom and trees furring members to each other and butt coot to flu into waN track. sock ft and vaexWWm,f oxviruatian pwW. F. Installation Tolerartlm, Install suspekrion siliews that ere*vM to*dNn 118 Inch in 12 fret measurers 1011 0s on r each memher that will receive finiafoes and tranIIMMaaly hetween paralW members that wIN recsivtt flrrishe 9. M Oar SEC!"M 00 filo 00 �! � 02/26/0? - _.. ._. .. �. .. 1 _ 31 ° >~ g ... .. ..% �.n"raw"",.1A"••:.r__..,.....-„ ---,+. ,1000ewe4- ,p*-"�l-...�.--.ter.-.".v,•-..--,.--.,..,.......,..•..,.,...«..,,� r _ -.. -. ..- Pin, I I�'. 7 .-" call w lB..i7 (t� .%ld.�lb4. N #,^rc�N ,h gry,,^y;, 1y : yj� - P. , M4 , , . ..., �� . ,, , n I r-. ,';, a g,,phr�F> 11 ;*!!r' J. '_'.r . a, .. r, .. ".. i WS. *, _ i;._: c; . y no No 1111111111111 �� ....,:.,, :. ..., . - W. , . .,, + , I - .. _ .. .. I 1 -_ .. ,, . ,.,,. 1 .., .:.- .. ,.- I. , a. , .Y �Y ,' i. l�I�..m. i �r r '3. ? , ur.m.ra:.moi.ate ,a,.r-.S. a y a 6.'wWifw..r,GCh�ui'c"�sitiL7fi'ri .vYil1- hrmw.►'IYYMd.y>. ,.,+.,.�tr+7mu,W..:..m.. A,,.«�ik� a� i� a ��{if� 6dIY�r3iWti'��eill�� <.......,,w,...,..:�.<«,.u�..r. «.w+,.+uw.,..,..".,. ; '; ,:.. 11 SSCTAAH U9 2',l 00-GYPSUM BOARD PART 1 - GENERAL SECTION 09 30 00-TILING FART 3- EXECUTION SEGT1Oi4 09 6513-RESILJENT WALL BASEAND A(XESSORiES PART 1 - GENERAL 1.i OUALITY,`.SSURANCE PART 1 - GENERAL. 3.1 INSTALLATION 1.1 PROJECT CONDITIONS A. Fire Resist�rx9-Rated Aasemblies: For fire-resistance-rated assemblies,provide materials and construction identio:al to those tested in 1.i SUMMARY A.Corn with ASTM C 636 and seismic requirements indicated, manufacturers wrhi'm Instructions and CISCA's "' pr Comply eq per A. Maintain temfxecstures,within range recommended by manufacturer,but not less than 70 drag F or more `� auerntily indicated according to ASTM E 119 uy an independent testing agency. A. This Section includes the following: "Carling Systems Handbook." than 95 deg F, in spaces to receive floor tile during ;he foUawirg time period: DOUG ROBIDOUX, AIA PART 2- PPODUCTS 1. Paver tile. B. Suspurrei ceiling hangers from building's structural members, plumb and froo from contact with insulation or othw objects 1. 48 hour,bAfore installation. -�_ - 2.1 INTERIOR GYPSUM BOARD 2. Metal edge strips installed as part of tile installations. within ceiling plenum. Splay hangers only when,required to miss obstructions;offset resulting horizontal fords by bracing, 2. Durir>g installation. ARCHITECT' A. Gerdral: Cotnplying with ASTM C 36/C 36M or ASTM C 1396/C 1306M,as applicable to type of gypsum board indicated and whichever PART 2- PRODtICTS countersplaying,or other equally effective means. Where width of ducts and other construtton within ceiling plenum produces 3. 48 hours after installation. is mole stringent. 2.1 MANUFACTURERS hanger spacings that interfere with location at hankers, use trapezes rw equivalent devices. When steel framing do"not B. Install resilient products after other finishing operations, including painting, have been completed. 1 Mr.nufaaturers: Subject to compliance with requirements,provide products by one of the following: A. Manufacturer: Stowt to compliance with requirements, provide products by manufacturer indicated. permit mstunation of hanger wires at spaeirv,,uquired,install carrying channels or other supplemental support fix attachment 2.2 TILE PRODOCTS of hanger wires. PART 2 PRODUCTS a. American Gypsum Co. � b. G-P Gypsum. A.ANSi Ceramic Tile Standard: Provide Standard grade file that complies with ANSI A137.1,"Specifications for Ceramic Tile," I 1. Do not sup;,,ort ceilings directly from prirmanent metal forms or floor deck;anchor into concrete slabs. 2.1 MANUFACTURER e National Gypsum Company. for types,compositions, and other characteristics indicated. C. InstRII edge moldings and trim of type indicated at Perimeter of each suspended decorative grid send where necessary to A. Manufacturer: Subject to compliance with require�,.c.-.6, provide products by manufacturer indicated. d, USG Corporation. 2.3 SETTING AND GPJUTING MATERIALS conceal cadges of grids. Screw attach moldings to substrate at intervauis not more than 16 inches o.e.and not more than 3 inches B. Colors and Patterns: As selected from manufacturer's full range. B Type X: Thickness: 5/8 inch,tapered edge. A. late,:-Portland Cement Mortar(Thin Set): ANSI At 18.4. from ends, leveling with ceiling suspension system to a toerane:a of 1/8 ince in 12 feet. Miter comers accurately and 2.2 RESILIENT WALL BASE C. Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board. B. Polymer-Modified Tile Grout: ANSi At 18.7,color as indicated. eonno,et securely. A. Wall Base: As,rM F 186 i. - -�__. - _.-_-_.--_--- _ - 1. Thickness: 1/2 inch,tapered edge. 2.4 MISCELLANEOUS MATERIALS D. install suspension system runners so they are square and securely interlocked with one another. Remove and replace dented, B. Type(Matedal Requirement): TS(rubber, vulcanized thermoset)or TP(rubber,thermoplastic). 2.2 TRIM ACCESSORIES A. Elastomeric Sealants Elastomsric sealants of base polymer and characteristics indicated that comply with applicabla requirements bent,or kinked members. C. Group(Manufacturing Method): I(solid, homogeneous) or 11 la Bred . i ( Y 1 •I hi,rhravi�r,;uNAi the o1n:;Sa,bac'„mr floe proprrry o/ A. interior Trim: ASTM C 1047: in Division 7 Section"Joint"ealants." E.Cut metal pan units for accurate fit at borders and at interruptions and penetrations by other wk through ceilings. Stiffen D, Style: Cove(with top-set toe). •I hs Arrbika l ht rrprodvetiar,eapXxX ar a►bfrrue 1. Material: Galvanized or aluminum-coated steel sheet, rolled zinc, plastic,or paper-faced galvanized steel sheet. B. Trowelable Underlaymenis and Patching Compounds: Latex-mortified,portland cement-based formulation provided or approved edges of cut units as required to eliminate evidence of buckling or variations in flatnes.4xceWing referenced standards for E. Minimum Thickness: 0.125 inch. Of obi,druniAq rrtbA,wr tieir w'ntrea(oiruNr is 2 3 JOINT TREATMENT MATERIALS by manufacturer of tile-setting materials. stretcher-leveled metal sheet. F. '.NeigM: As indicated. prohibited and ax)ia/rarruseat sr/1 be,wiijid to A. General: Comply with ASTM C 475/C 475M. C.Metal Edge Strips: Angle or L-shape, white zinc alloy,exposed-edge material. F. Install metal pans in coordination with suspension system and exposed moldings and trim. G. Lengths: Coils in manufacturor's standard length. kAal aa,on. B.Joint Tape: Paper. PART 3- EXECUTION END OF SECTION 09 51 33 C.Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on I 3.1 PREPARATIJN 1. Outside Corners Job formed or moldpremkd. previous or for successive coats. A. Remove cr,dtings, including curing compounds and other substances that contain soap, wax,oil,or silicone, that are incompatible I J Inside Goners: Job formed or premolded. 1. Prefilling: At open joints,rounded or beveled panel edges, and damaged surface areas, usu setting-type taping compound. with tile-sW..aig materials. J. 5RESIL Smooch. 2. Embedding and First Coat: For embedding tape and first coat on joints,fasteners, and trim flanges,use drying type,all purpose oxam';caund. B. Fill creeks,hoes. and depressions with trowelable leveling and patching compound according to file setting material manufacturers SECTION 09 64 00-WOOD FLOORING PART 1 GENERAL 2.3 RESILIENT MOLDING ACCESSORY 1.1 QUALITY ASSURANCE A. Description: Reducer strip for resilient floor covering. /- Cit 3. Fi:i Coat: For second coat, use drying-type,all-purpose compound. written i;tstructiexrs. , � Y r A. Hardwr�od Flooring: Comply with NOFMA's"Official Flooring Grading Rules"for species,grE.de, and cut. B. Material: Rubber. �' AtA 4. Finish Coat: For third coat, use drying-type, all-purpose compound. � C. Remove protrusions, bumps,and ridges by sanding or grinding. � I��. 5. Skim Coat: For final coat of Level 5 finish, use crying-type, i 1.2 PROJECT CONDITIONS Lr� all-purpose compound or high build interior coating product designed for D. Blending: For vile exhibiting color variations,use factory blended file or blend tiles at Project site before installing. C. Profile and Dimensions: As indicated tx HT [j,� A. Conditioning period begins not less than seven days before wood floor;ng installation, is continuous through installation, 2.4 INSTALLATION MATERIALS application by airless sprayer and to be used instead of skim cue;to produce Leval 5 finish. 3.2 INSTALLATION, GENERI,L MO ANGELW3 CA 2.4 AUXILIARY MATERIALS A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 Series"Specifications for installation of Ceramic Tile"that apply and continues rk�t less than seven days after wood flooring installation. A. Trowelable Levelinq and Patching Compounds: Latex-modified, portland cement based or blended hydraul14-4 ic 0 � A Gene;at: Provide auxiliary materials that comply with referenced installation standards and rnanufa.tureer's written reoommendations. to types of setting and grouting materials and to methods indicated in ceramic tile installation schedules. 1. Environmental Conditioning: Maintain an ambient temperature between 55 and'75 deg F and relative humidity planned cement based formulation provided or approved by resilient product manufacturers for applications indicated. B. Laminating Adhesive: Adhesive or joint compound recommended for directly adhering gypsum panels to continuous substrate. B. TCA Installation Guidelines: TCA's"Handbook for Ceramic Tile Installation." Comply with TCA installation metho os indicated in for building occupants in spaces to receive wood flooring during the conditioning period. B. Adhesives: Water-resistant types recommended by manufacturer to suit resilient products and substrate �y 5 $� Q� C. Steel Drill Scnrwws: ASTM C 1002, unless otherwise indicated. I ceramic tile installation schedules. 2. Woad Flooring Conditioning: Movo wood flooring into spaces where it will be installed, no later than the beginning of the conditions indicated. � U� o�� U_ rAg 1. Use screws complying with ASTM C 954 for fastening panels to steel nembers„um 0.033 to 0.112 inch thick. C. Extend tile work into recesses and under or behind equipment and fixtures to form ci mpleto covering without interruptions, unless I conditioning period. 1. Use adhesives that comply with the following limits for VOC content when calculated accordin, . a D. Sound Attenuation Blankets: ASTM C 665, Type I ,'blankets without membrane facing)produced by combining thermosetting resins otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. B. After conditioning period, maintain relative humidity and ambient temperature planned for building occupants. 40 CFR 59, Subpart D (EPA Method 24): with mineral fibers manufactured from glass, slag woLv,of rock wool. D.Accurately form intersections and totems. Perform cutting and dolling of file without marring visible surfaces. Grind cut edges of PART 2 PRODUCTS a. Cove Base Adhesives: 50 g/L. -" 1. Fire-Resistance-Rated/assemblies: Comply with mineral-fiber regcirements of assembly. file abutting trim, finish,or(wilt-in items. Fit tile closely to electrical outlets,piping, fixtures, and other penetrations so plates,collars, 2.1 h;ANUFACTURER r. nclu V PART 3 - EXECUTION or covers overlap tile. b. Rubber Floor Adhesives: 60 g/L. QQ r I A. Lucky Brand Jeans has a National Account Agreement with Wood Flooring Distributors to provide wood flooring indicated. PART 3- EXECUTION c gG c « *0°0 3.1 APPLYING AND FINISHING PANELS, GENERAL E.Jointing Pattern: Lay tile in grid pattern,unless otherwise indicated. Align joints when adjoining tiles on floor, base,wails, and trim N' A. Comply with ASTM C 840. are same size. Lay out file work and center the fields in both directions in each space or on each wall area. Adjust to minimize tilt' 0• Contact Name: Frank Johnson. 3.1 PREPARATIQN ' B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. cutting. Provide uniform joint widths,unless otherwise indicated. 2. Cants:t Address: 2481 Alton Parkway, Irvine, California 92606. ; A. Prepare substrates according to manufacturer's written recrimmendations to ensure adhesion of resilient �. 3. Phone: 949-622-0885. educts. '' '� �' c'. Isolate perimeter of gypsum board applied to non-load t, wring partitions at structural abutments, except floors. Provide 1/4-to F. Expansion Joints: Locate expansion joints and other sealant-filied joints during installation of setting materials, mortar beds,and tile. pri 1/2-inch-wide spaces at these locvions, and trim adges with edge trim where edges of panels are exposed. Seal joints between edges Do not saw-cut joints after installing tiles. 2.2 FiELD-FINISHED WOOD FLOORING B.Concrete Substrates for Stair Accessories: Prepare according to ASTM F 710. **- • and abutting structural surfaces with ak:oustical sealant. G.Grout the to comply with requirements of ANSI At 08.10,unless otherwise indicated. A. Solid-Wood, Strip Flooring: Kiln dried to 6 to 9 percent maximum moisture content, tongue and groove and end I 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. ♦1< E S matched, and with backs channeled kerted for stress relief. 3.2 APPLYING INTERIOR GYPSUM BOARD H. For installations indicated below,follow procedures in ANSi A108 Series file installation standards for providing 95 percent mortar 2- Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation It A. Install interior gypsum board in the following locations: coverage. 1. Product: Owens; Item No. PF5WG3P. I only after substrates pass testing. AM��ICb 1. Type X: Vertical surfaces, unless otherwise indicated. I. install file on flood::with 1/4 grout joint. 2. Species and Grade: Select white oak;premium grade. 3. Moisture Testing: `�- OTOWN TO go 2. Flexible T As indicated on Drawings. J. Metal Edge Strips: 'nstall at locations indicated or where exposed of file flooring meets car wood,or other flooring that 3. Thickness and Face Width: 5/8 inch thick 3 inches wide. `''�-" " Seer g g Ps: >� 9 Pnt ng by a. Perform anhydrous calcium chloride test,ASTM F 1869. Proceed with installation only after substrates have �; 3. Ceiling Type: As indicated on Drawings. finishes flush with top of tile. 4. Lengths: Random lengths. maximum moisture-vapor-emission rate of 3 Ib of welter/1000 sq. ft. in 24 hours. 3.3 INSTALLING TRIM ACCESSORIES 3.3 FLOOR TILE INSTALLATION SCHEDULE I 5. Edge: Square edge. b. Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. 11 i •�"* 11. A. General: For trim with back flanges intended for fasteners,attach to framing with same fasteners used for panels. Otherwise, attach A. Interior floor installation on concrete;thin-set mortar;TCA Ft 13. i B. Urethane Finish System: Complete water-based system of compatible components that is recommended by finish C. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, trim according to manufacturer's written instructions. 1. Thin-Set Mortar: Latex-portland cement mortar. I manufacturer for application indicated. wax.,oil,or silicone, using mechanical methods recommended by manufacturer. Do not use solvent-.. B. Control Joints: Install control joints at locations indicated on Drawings. 2.Gaut: Polymer-modifiod unsanded grout. 1. VOC Content: When calculated accordingto 40 CFR 59, Subpart D EPA Method 24 ,as follows: pt; ( ) D. Use trowelable leveling and patching compound to fill cracks, holes, and depressions in sub. otos. A,' 3.4 FINISHING GYPSUM 'BARD END OF SECTION 09 30 00 a. Finish Coats and Floor Sealers: Not more than S50 g/L. E. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in � .� e, A. General: Treat gypsum t. ird joints, interior angles, edge trim, control joints,penetrations,fastener heads,surface defects, and b. Stai.Z,: Not more than 250 L. .'. $° elsewhere as requires to prepare gypsum board su taCes for decoration. Promptly remove residual joint compound from adjacent surfaces. SECTION 09 S1 23_ACOUSTICAL TILE CEILINGS PART 1 GENFI�AL advance of installation. r - 2. Finish Coats: Formulated for muiticoai application on wood(boring. 1. Do not install resilient products urrtil they are the same terr'nerature as the space where they are to be B. Prafill open joints, rounded or beveled edges,and damaged surface areas. I 1.1 SUBMITTALS C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. A. Product Data: For each type of product indicated. 3. Floor Sealer: Pliable, penetrating type. installed. 4 r I D.Gypsum Board Finish Levels: Finish panels to levels indicated below and according to ASTM C 840: ?.3 ACCESSORY MATERIALS F. Sweep and vacuum clean substrates to be coverer by resilient products immediately before installation. O YP P g B. Coordination Drawings: Drawn to scale and coordinating acoustical file ceiling installation with hanger attachment to building structure A. Vapor Retarder: ASTM D 4397, polyethylene sheet not less than 8.0 mils thick. After cleaning, examine substrates for moisture alkaline salts, carbonation, and dust. Proceed with installation 1. Level 1: Ceiling plenum areas,concealed areas,and where indicated. arid ceiling mounted items. Show size and location of initial access modules. _ r 2. Level a: At anal surface:that will be exposed to view, unless otherwise indicated. B. Wood Flooring Adhesive: Mastic recommended by flooring and adhesive manufacturers for application. only after unsatisfactory conditions have been corrected. = O b P Po 1:2 QUALITY ASSURANCE l=a a. Primer and its application ft)surfaces are s specified in other Division 9 Sections. 1. Provide products by one of the:following manufacturers: 3.2 RESILIENT WALL BASE INSTALLATION M , , P� A.Acoustical Testing Agency Qualifications: An independent testing laboratory,or an NVLAP-accredited laboratory. 2 = M 3. Level 5: Where indicated on Drawings. B. Fire Test Response Characteristics: a. Franklin. A. Apply wall base to walls,columns,pilasters,casework and cabinets in toe spaces, and other permanent �� e" a, a. Primer and its application to solaces are specified in other Division 9 Sections. I 1. Fire-Resistance Characteristics: Where indicated,provide acoustical tile ceilings identical to those of assemblies tested for fire b. Bostic Best. fixtures in rooms and areas where Dose is required. l`-'I G) � �, F 3.5 PROTECTION resistance per ASTM E 119 by UL or another testing aril inspecting agency aceeptabin to authorities having jurisdiction. c Sim B. Install wall base in lengths as long as practicable without gaps at seams and with tops of adjacent caieces � j C C7 ,� _r A. Piotect installed products from damage from weather,condensation,direct sunlight,construction.and other causes during remainder of a. Identify materials with appropriate r,.arkings of applicable testing and inspecting agency. C. Troweiable Leveling and Patching Compound: Latex-modified, hydraulic-cement-based formulation. aligned. C) U the construction period. 2. S!,rfaca•Burning Characteristics: Acoustical tiles complying with ASTM E 1264 for Class A materials,when tested per ASTM E 84. 1. Product: Ardex; K15. C. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact � � a * O �: B. Remove and replace panels that are wet, moisture damaged, enol mold damaged. a. Smoke-Developed Index: 450 or'ess. G. Fasteners: As recommended b manufacturer, but not less than that recommended in NWFA's"Installation Guidelines: C C O °' oped y with horizontal arid vartical substrates. 1. Indications that panels are wet or moisture damaged include,but are not limited to,discoloration,sagging,or irregular shape. G. Seismic Standard: Com I with the foUowir Wood Floori D C y e , Comply m9 Flooring." D. Do not stretch wall base during installation. � O . 2. Indications that panels are mold damaged include,but are not limited to,fuzzy or splotchy surface contamination and discoloration. 1.Standard fox Ceiling Suspension Systems Requiri Seismic Restraint: Com 1 with ASTM E 580. E. Trion: In same Cl) Id C ! , �1` END OF SECTION 09 29 00 n9 Comply species and grade as Hood flooring, unless otherwise indicated. E. On masonry surfaces or other similar ;rroqular substrates, fill voids along top edge of wall base with 0 p a its a CO PART 2- PRODUCTS PART 3- EXECUTION manufacturer's recommended adhesive filler material. C � U) . T' ; 2.1 ACOUSTICAL TILE CEILINGS,GENERAL 3.1 PREPARATION L "'' A. Acoustical Tile Standard: Comply with ASTM E 1264. I F. Premofded Corners: Install premolded comers before installing straight pieces. O l A. For adhesive) lied woad flooring, substrates are free of cracks, ridges, depressions, scale,and foreignI 11 B. Metal Suspension System Standard: Comply with ASTM C 635. Y applied r>g,verity that. tog 9 G.Job Formed Corners: RS deposits that might interfere with adhesion of resilient products. Proceed with installation only after unsatisfactory 1. Outside Corners: Use straight pieces of maximum lengths possible. Form without producing discoloration � ;I C.Attachment Devices: Size for five f nes the design load indicated in ASTM C 635,Tab161,"Direct Hung,"unless otherwise indicated. conditions have been corrected. (whitening) at bends. Shave back of base at points where bends occur and remove strips perpendicular to � � Comply with seismic design requirements. ,� G() " . �9,I D.Wire Hangers,Braces,and Ties: Zinc-coatoxd carbon-steel wire;ASTM A 641/A 641 M, Class 1 zinc coating,soft temper. B. Substrate Moisture Testing,General: . erform tests recommended by manufacturer or, if none,comply with applicable length of base that are only deep enough to produce a snug fit without removing more than halt the wall vase 1. Size: Select wire diameter so its stress at 3 times hanger design load(ASTM C 635,Table 1, "Direct Hung")will be less than yield recommendations in NWFA's"Installation Guidelines: Wood Flooring."Proceed with installation only after substrates thickness, In I pass testing. 2.. Inside Corners: Use straight pieces of maximum lengths possible. Form by cutting an inverted V-shaFsd � � Z a stress of wire,heti provide not Ins,than 0.1 t76-inch-diameter wire. E. Seismic struts ano t eismic r 1p_ C. Concrete Substrates: I notch in toe of wall base at the point where corner is formed. Shave back of base where necessary to F. Metal Edge Molding-.,and Trim: Type and profile indicated or, if not indicated,manufacturer's standard moldings for edges and 1. Moisture Testing: Perform anf ydrous calcium chloride test per ASTM F 1869, as follows: produce a snug fit to substrate. , penetrations than compy with seismic design requirements;formed from sheot metal of same material,finish,and color as that used for a. Perform tests so that each test area does not exceed 200 sq. ft. and perform not less than 2 tests in each installation 3.3 RESILIENT ACCESSORY INSTALLATION ';. expos,�d flanges of suspension systemi runners. area with tart areas evenly spaced in installation area. A. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to a�hstrates throughout length 2.2 ACOUSTICAL TILES FOR ACOUSTICAL TILE CEILING b. Proceed with installation only after substrates have maximum moisture-vapor-emission rate of 3 ib of water/1000 sq.ft. of each piece. Install reducer strips at edges of floor coverings that would otherwise be exposed. "ti A. Products: Subject to compliance with requirements,provide products indicated err the finish schek,ale. I in 24 hours. 3.4 CLEANING AND PROTECTION r'' PART 3- EXECUTIOI`t 2. Grind high spots and fill low spots on concrete substrates to produce a maximum 1/8-inch deviation in any direction A. Remove adhesive and other blemishes from exposed surfaces, Damp-moap surfaces to remove marks and • 3.1 INSTALLATION when ctv,cked with a i0-foot straight edge. soil immediately after completing resilient product installation: A,Comply with ASTM C 636 and sasmic design requirements indicated,per manufacturer's written instructions and CISCA's a. Use t owelable leveling aryl patching compounds, according 4o manufacturer's written instructions, to fill cracks, holes, B. Protect resilient products from roars, marks, indentations,an old other damage from construction operations -» "Ceiling Systems Handbook." and depressions in substrates. r f °I B. Measure each ceiling area and establish layout of acoustical tiles to balance tx)redef widths at opposite edr�es of each ceiling. Avoid and placemen,o equipment and fixtures during remainder of construction period. Use protection methods PRINCIPAL IN CHARC,B 3. Remlave coatings,including curing compounds, and other substances on substrates that are incompatible with recommended in writing by manufacturer. '..4'`-' using less-than-half-width tiles at borders. J� - C. Suspend ceiling hangers from building's strw tura)members,plumb and free from contact with insulation or other objects within Ino nottio, adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. END OF SECTION Odl 65 13 __-__._-__ coiling plenum. Splay hangers only where required arid,if permitted with fire-resistance-rated ceilings,to miss obstructions;offset DO not use solvents. PROIBf"1'MANAGHR resulting horizontal forces by bracing,countersplaying,or other equally effective means. Where width of ducts and other l.1. Broom or vacuum clean substrates to los covered immediately before product installation. After cleaning,examine GBL construction within ceiling plenum produces hanger spacings that interfere with location of hangers,use trapezes or equivalent substrates for moisture,alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory conditions -------- - - -_--------------- DRAWN BY devices. When steel framing does not permit installation of hanger wires at spacing required, install carrying chemnels or other have been corrected. SECTION 09 65 16-SHEET VINYL FLOOR COVERINGS supplemental support for attachment of hanger wires. 3.2 INSTALLATION PART 1 - GENERAL GR�T'obtas 1, Do not support ceilings directly from permanent metal forms or floor dock;anchor into concrete slag. A. Comply with flooring manufacturer's written installation instructions,but not less than applicable recommendations in 1.1 QUALITY ASSURANCE 2. Do not attach hangers to steal deck tabs or to steel roof deck. NWFA's"Installation Guidelines: Wood Flooring." A. Installer Qualifications: A qualified installer who employs workers for this Project that are competent in heat-welding NO ` REASON DATE D. Install edge moldings and trim of type indicated at perimeter of acoustical the ceiling area and where necessary to conceal B. Wood Sleepers and Stlafloor: Install according to requirements in Division 06. techniques required by manufacturer for floor covering installation. edges of acoustical tiles. Screw attach moldings to substrate at intervals not more than 16 inches o.c. and not more than C. Provide expansion space at walls and other obstructions and terminations of flooring of not less than 3/4 inch. 1.2 PROJECT CONDIT1014S 3 inches from ends,leveling with coiling suspension system to a'olerance of 1/8 inch in 12 feet. Miter corners accurately and D. Solid'-Wood, Strip Flooring: Blind nail or staple flooring to substrate. A. Maintain+nimperatures within range recommended by manufacturer. connect securely. 1. Install countersunk screws at each end of each piece in addl'ion to blind nailing. Cover screw heads with wood plugs B. Close sprA,ds to traffic during floor covering installation and 48 hours post installation. E. Install suspension system runners so they are square and securely interlocked with one another. Remove and replace � glued flush with flooting. C. install fIL x coverings after other finishing operations, including painting,have been completed. dented,bent, or kinked members. 2. Install no fewer than 2 countersunk nails at each end of each piece, spaced not mors`than 16 inches along length of 1.3 EXTRA(,:ATERIALS F. Install acoustical tiles in coordination with suspension system and exposed moldings and trim. Place splines or suspension each piece, in addition to blind nailing. Fill holes with matching wood tiller. A, Furnish extra materials described below that match products installed and that are packaged with protective system flanges into kerfed edges so the-to-tile joints are closed by double lap of material. END OF SECTION Q9 51 23 E. Wood Trim: Nail baseboard to wall and nail shoe mottling or other tom to baseboard;do not nail to flooring, covering,'it storage and identified with labels describing contents. 3.3 FIELD FINISHING 1. Furnish not less than 5 linear feet for every 150 linear feet or fraction thereof,in roll form and in full roll width for A. Machine,sand flooring to remove offsets, ridges, cups, and sanding-machine marks that would be noticeable each color,patWn, and type of floor covering Installed. after finishing. Vacuum and tack with a clown cloth Immediately before applying finish. PART 2- PRODUCTS BECTK*k 09 51 33-METAL PAN CEILINGS 2.1 SHEET VINYL FLOOR COVERING 1. Corn with applicable rer;ommendatbns in NWt='A's"Installation Guidelines: Wood Flooring." ' PART 1 - GENERAL` ply nis " A. Products: Subject to compliance with requirements,provide products indicated on Finish Schedule. 1.1 SUMMARY B. Apply`bot-finish materials in number of mats recommended by finish manufacturer for application indicated, but B. Firs-Test-Responao+Characteristics: A. Section incudes clipin metal y g, trot less than one coat c:f floor soaker and throe finish coats. pans and suspensions stem for ceiling. 1. Critical Radiant Flux Classification: Class I,not less than U.45 W/sq. cm per ASTM E fi48. 1.2 QUALITY ASSURANCE 1. Apply stains to achieve an even color distribution matching approved Samples. 2.2 INSTALLATION MATERIALS A. Surface-Burning Characteristics: Complying with ASTM E 1:_64 for Class A materials as determined by testing identical 2. For water-based finishes, use finishing methods recommended by finish manufacturer to minimize grain raise. A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic products according to ASTM F 84 by UL or another testing and inspecting agency aaepteible to author ities having jurisdiction C. 0o not cover wood floor!ng after finishing until finish reaches full cure, and not before seven days after applying last cement based formulation provided or approved by floor covering manufacturer for applications indicated. B. Seismic Standard: Comply with the following: finish mat. B. Adhesives: Wrter-resistant type recommended by manufacturer to suit sheet vinyl floor covering and substrate 1. Standard for Ceilhig Suspension Systems Requiring Seismic Restraint: Comply with ASTM E 580. 3.4 PROTECTION conditions ir�licated. PART 2- PRODUCTS A. Protect installed wood flooring during remainder of construction period with covering of h cavy kraft paper or other 1. Use adhesives that have a VOC content of 50 g/L Cr less when calculated according to 40 CFR 59, Subpart D 2.1 METAL CEILING PANS suitable material. Do riot usa plastic sheet or film that might cause con dansatfon. (EPA Method 24). A. Metal Pan Standard: Provide mantlacturer's standard metal pans of configuration indicated that comply with ASTM E 1264. END OF SECTION 09 64 00 C. Heat-Welding Bead: Solid-strand product of floor covering manufacturer. B. Sheet Metal Characteristics: For metal components exposed to view in the completed Work,provide m9terials with smooth, 1. Color: As selected from manufacturer's full range to contrast with floor covering. flat surfaces withcx,t blemishes. Do not use materials with eVosed pitting, cream marks,roller marks,roughness,stains,or 0.Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed dscoloratins. edges d floor coverings,and in maximum available lengths to minimize running joints. 2.2 METAL PAN CEILING PART 3- EXECUTION SPECIFICATIONS A. Products: Subject to ca-npliarxo with requirements, provide products by manufacturer Indicated on drawings. 3.1 PREPARA TION • 2.3 METAL SUSPENSION,SYSTEMS A. Prepare substrates according fin manufacturer's written recommendations to ensure ak'hesion of floor covarings. A. Metal Suspension System Standard: Provide manufacturers standard metal eusperiellon systema d types,struclur at B.G'anc read SubstratAs: Prepare according to ASTM 1 710, classifications,and finishes irdicated that comply with applicable ASTM C 8'35 requirements. 1. Verify that substrates ane dry.v�d free of Pring compounds,sealers, and hardeners. B.Wire Harpers,Dram.wxf Tics: Zinc-costed carbon-steel wire;ASTM A 641/A 641 M.Class 1 zinc coating,sdt temper. 2 Alkalinity and Adhesion Testrg: Perform tests recommended by manufacturer. Proceed with installation only 1.Size: YkM aims of wire Ile swooW 3 times the hangar design load(A.STM C 6.'t5, Table 1, Direct Hung),but not loos at x substrates pass testing. then 0.106-inch-dlarnater wire. 3. Moisture Testing: C.Seismic Stabilizer Mira,Seismic Stings,and Saismlc Clips: Manufacturers standard. a. Perform anhydrous calickim chloride test, ASTM iF 1889. Proceed with installation only atter substrates have D,f:Dkl-Down Cllpe: Menutedureft sta 4W hold-dam d4m spaced to"ore acouslMcal metal pans in place to Molding maximum moisture-vapor-emieslom rate d 3 lb d walerl1000 sq.ft. In 24 hours. .' ,r ., and trim at porimeer. b. Perform tests recommended by manufacturer. ProrAW with iramtanatlon only after substrates pass testing. 11.1 I g k E. Eaepomli.d Metal Edge pAdOir►;�and Trkn: As reglrired ro amply with selarnb requi;�rrm«t16 d aur xxitiee havlrp jurbdlCtfon, C.Remove aubatrste ooatwmge and other substances that an lncampetlMe with floor covering adhesives and that 625-3286-01 2 C_ /�(�G_ 2' to cone edges d and rAk,r► ail to ori wxd of and ruri,«lsrs,for fiord, re trim and for eonta+km coop,wax,dl,a silicone, uww+g mrmirhanicai mmethocfs rwxmmmrxxled by manufacturer. Do not use trdwnts. V J GQ{.� i f '�. I laen>~Ir tltrotmgfl wp, so4sa Pyne a+lalatereY # .. �':i!! irltp*m►at dw9 w In am"height,ant!for of w ooi dfllmxte;of ma1M and finish nmoc ►g accuedo>•I m,t�sl pan o"M urmla, I J. Uae lrowelalzle IeveNrp end pmmteMng cempcxxM to fill erodes,holes, and dspresskxts in subetratee. � �' ��ij colt v Mhe►+mrlee indlcaad. E. Mow flea ooIn�orb MstaNetion materiMs Into s«!• I 2.1 lrls o0 IEl3 d sop'loM wMre tht�r will be Inetdled at Twist ixxxs in advance 11 < I A.Rrimsh: !1r kNfoitleid DY mrwxm/adurers r9esigi'iallori on FirNah BdNdlela. D 1. Do rot IrialaN flier oownfngs until they are aarrte ranrtparahrre ae spac.�e wl►ere theft veto be instaNed. } F.Swoop and vacuum d w eubst OU to be revered by floor wvwwps wmrmetfaaly WINK IrntNl don. Afar 02/26/07 S[ _ 1 dwning,exarnwM subetrwim Id moft".aMci0frw soft,dnbona m. Mod due• Proceed wit InftMlalion ooh►altos► 1 �JQ� mxmearlisfadory romtdltl_:�'rave locum oorreoisd. ,,T7,'.. „ , w -•. '_. -d:_ _. I •�• M.,, VPS Ll. i, P. ; , .'. , 'j m +. t .,, it k, " a. 4 , ,_F, y. R 0. L y� t'6. k Y r 11 I 11 N :. y „ .. ,,; ✓M...,� r ._ rw A..: :. :.:. , .,. .... CSI. �i: V.. ., i.. z y I : , . 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[ .. - " + f' {yy .,,,.;.vu... . .•�..-.-- -. _ .. fi. ��tif.�„ �.:• .., � ,. „_„•,. .-..1 ... . .....,...� a."_.. .:,.- W.v. r.p .un....w,-a. _ a a..uw ,{..Wti-i..--,..0 .ur AS" "^G ..,-J,"1 - '•w1.IJK1:Ll{•auY4i WwuuN.,W,:.v. �a�sx r _.a.-...a�awdw:k«ewt.....R n��.,..:.,.,-,.aw.u,.nuawww...rw+�Gke.'mi s_, '�..:�... -; wwu.sertiaL„sw fau:ytah[.a.w w+.uua'.r+,. .�.s.•y�.+.raun.r.,,�siu�s+�,.w.wr.i+a.e..r�,•:...:..n.-«.w :.•, �.::.:�.:�r u.www�r'..,; ..a•.,u.".w=.j.::rra.v �. - -.+. -- .�:. ,+:.+u-•.aarh.w:-r'-..tussal;-,m �uYrao ✓ ',. ,1 ,. •... ��• ., .• . >. - w � ;i.5 PROTECTION SECTION 09 91 20-•PAINTING(PROFESSIONAL LINE PRODUCTS) PART 1 - GENERAL 2.4 FABRICATION 3.2 INSTALLATION I 11 SUBMITTALS A. Protect work of other trades, whether being painted or not, ag9inst dam&&from paint'ng. CotrW damage by cleaning, A. General: Provide manufacturer's standard signs of configurations indicated. A. Unroll sheet vinyl floor coverings and allow thorn to stabilize before cutting and fitting. r rairi or ,err„,.kn cabinets, A. Produc�!Data: For each paint system iredics;+ted. Include primeers. of ng replacing,and repainting,as approved by Arcnitect. 1. Welded Corrections: Comply with AWS standards for recommended practices in shop welding. Provide B Scribe and cut fkxx coverings to butt neatly and tightly to vertical surfaces,permanent fixtures,and built-in turnitur4 - q pipes,o;rtleta,eadgirtgs, ttueesholds,arid nasi t. Material List: An inclusive list of requirfa coating materials. Indicate each material and cross-reference specific coating,finish system, B. Provide`Wert Paint"signs to protect newly painted finishes. Atter completing painting operations, remove temporary pren9ctive ��behind finished surfaces without distortion or discobratior.of exposed side. Clean exposed welded • and application. Identify each material by manufacturer's catalog number and geiileral classification. wrappings providyrl by others to protect their worA. DOUG ROBIDOUX AIA C. Extend floor coverings Into too spaces,dour reveals,doseatsi,and similar openings. I it 1.After work of other trades is complete,touch a and restore vamp or painted surfaces. Com a w{ surfaces of welding flux crud dress exposed and contact surfaces. -- --- ' -- D. Adhere floor coverings to w.bstratos using a full read of f4hesive applied to substrate to produce a eompletea installation without 2.Ceeh.:eerier by the manufacturer that praeluei3 supplied cxarttply with lata!reprrlatiens controlling use of volatile organic compounds p Sed p y th procedures 2. Niirl'Dints to tight, hairline fit. Farm 'Dints e q$ � >� � Pr open I (�,$) specified in PLICA P1, 1 9 J exposed to weather to exeltxte water penetration. AACI1fI'I'1Bi^'I' cracks,voids,raising and puckering at joints,telegraphing of adhesive spreader marks, and other surface Imperfections. 3.6 INTERIOR PAINT SCHEDULE 3. Conceal fasteners if possible;otherwise, locate fasteners where they will be inconspicuous. E. Neat Welded Seams: Comply with ASTM F 1516. Rout jodnts and use welding bead to permanently fuse sections into a seamless fluor B.SarnfAes: Provide 12 by 12 inch samples of each paint color and finish. Paint sample to be applied on came type of substrata as A.Gypsum Board: Provide the follovnng finish systems over interioypsum r gboard surfac ei 2.5 ACRYLIC SHEET FINISHES covering. Prepare,,A*d, and finish seems to produce surfaces flush with adjoining floor covering surfaces- indicated1. Low-Luster Acrylic-Enamel Finish: Two finish coats. A. Colored Coatings for Acrylic Sheen For copy and background colors,provide colored coatings, including F. Remove adhesive and other blemishez from floor coveringsurfaces,sweep arid vacuum floor coverings thoroughly,and Dam m floor C. QUQuaALITY Data: For Applicator, if requested by Architect. q � y Damp-mop a. Primer: Interior gypsum board primer. inks, dyes, and paints,that are recommended by acrylic manufacturers for optimum adherence to acrylic 1.2 QUALITY ASSURANCE coverings to remove marks and sail/immediately after completing floor covering installation: I, ,- r A. Applicator Quatificattons: A firm or individual experienced in applying paints arid coatings similar in material,design, and e:ctearnt to b. Finish Coats: Interior low-luster acrylic enarr,vl. surface and that are UV and water resistant for three years for application intended. G. Protect floor coverings from mars, marks, indentations,and other damage from construction operations and placement of equipment and � "� apP y n!J� ng g ' • fixtures Buri remainder of construction period. Use protection methods recommended in writing by manufacturer. those indicated for this Project,whose work has resulttxf in applications with a reac;or'd of surxot;sful inn-servlet performance. 2. Semigloss Acrylic-Enamel Finish:Two finish owls over a printer. PART 3- EXECUTION p B.Source Limitations: Obtain primers for each coating system front the same manufaC.turer as the finish coats. a. Primer: Interior gypsum board primer. 3.1 INSTALLATION END OF SECTION 09 6516 1.3 DELIVERY, STORAGE, AND HANDLING b. Finish Coats: Interior semigloss acrylic enamel. A. Locate signs and accessories where indicated, using mounting methods of'types described and compiying A. Deliver m itserials to Project site in ms�rfacturees original, unopened packages and containers bearing manufacturer's name 6.Wood and Hardboard: Provide the following paint finish systems over now interior wood surfaces: with manufacturer s v:';nen Ir+s'luctinns 7-, ,` . arta labeled '. Semigloss Acrylic Enamel Finish:Two finish coats over a wood unde1`coater. 1. Install signs level, plumb, and at heights indicated, with sign surfaces free of distortion anti other defects ' SECTION 09 65 59 "RESIIiENT FLOOR TILE PART 1 GENERAL guwiN uNd rbr dui N.Iho>aro err rG? roor 1.'r PROJECT CONDITIOh«S 1.4 EXTRA MATERIALS a. Primer: Interior wood primer for acrylic anarnel and semigloss alkyd-enamel finishes. in appearance. R R D M% A. Maintain mm manufacturer,but not less than 70 d For more than 9S F. A. Furnish extra int materials from the same eduction run as the materials ted and in the uatntities described below. Packs b. Finish oats: Interior semigloss acrylic enamel. f be nrrbirecr. 7br rr�rordrtrioN,roDaNR or ornrrrrr Manta temperatures within range recd ended by seg del I� Pr apps q Package 2. Interior Wall Signs Install signs on w d!s a ;jacent to latch side of door where applicable. Where not B. I r' fl in installationhours t installation. with protective covering for storage and identify with{abals describing contests. Deliver extra materials to Owner. e. IFerrouscMe Overcoat: Intumescent finis low-gloss latex coating O/ il' druprNR y ififi- rmeAtir N7irrtN!(mbl rt Close spaces to traffic dr+rnq Dor covering and 48 post indicated or possible, such as double c'�ors, install signs on nearest adjacent wags. Locate to allow approach C. Install resilient products after other finishing C. Ferrous Metal: Prcvsde the following finish systems over ferrous R{coital: Drodibrrrrl and ulry iN�r:eRrnrear Nr//b�INbjerr to pr g operations, including painting, have been complated. PART 2- PRODUCTS within 3 inches of sign without ancountenr,,j protruding objects or standing within swing of door. 1. Semigloss Acrylic-Erannol Finish:Two finish coats over a primer. &Ra/ulrioN. 1.2 EXTRA MATERIALS , 2.1 MANUFACTURERS B. Wall-Mounted Signs: Comply with sign nanufacturer's written instructions except where more stringent A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified A. Products: Subject to compliance with requirements,provide one of the products listed in other Part 2 articles. a Pinner: Interior ferrous-metal s-m igl primer. with labels describing contorts. ( G g b. Finish Coats: interior semigloss acrylic enamel. requirements apply. B. Manufacturers'Names: Shortened versions shown in arentheses)of the following manufacturers'names are used in other Part 1. y 1. Two-Face T 1. Floor Tile: Furnish 1 box of each t color, ani utero of floor rile installed. articles: DZinc-Coated Metal: Provide the following finish systems over interior zinc-coated meta!surfaces: ape: Mount signs to smooth, nonporous surfaces. Do not use this method for vinyl-covered type, pa I or rough surfaces. PART 2 - PRODUCTS 1. ICI Paints(ICI Paints). 1. Semigloss Acr1•lic-Enamel Firnsh:Two finish coats over a primer. 2.1 VINYL COMPOSITION TILE 2. Porter Paints(Porter). a. Primer: Interior zinc-coated metal primer. I END OF SECTION 1014 00 r C, A. Vinyl Composition Tile(VCT): ASTM F 1066, subject to compliance with requirements,provide products indicated on the Finish Schedule. 3. PPG industries, Inc. (Pittsburgh Paints). b. Finish Coats: Interior starrnigloes acrylic enamel. E- f; B Fire-Test-Res se Characteristics: 4. Sherwin-Williams Co.(Sherwin-Williams). I E.Gypsum Board to Receive Wa.11covering: 10 C=1 1.Critical Radiant Flux Classification: Class I, runt less than 0.45 W/sq. rrn per ASTM E 648. 5. Flame Control Coatings, Inc. (Flame Control Coatings) 1. Primer: Two coats of Latex'Nall Size. SECTIONSUITTA�LSO-TOILET AND BATH ACCESSORIES PART 1 GENERAL V 1 UX f'1 2.2 2.2 PAINT MATERIALS,GENERAL I END OF SECTION 09 81 20 LOS.' NGEM CA INSTALLATION MATERIALS � A. Product Data: For each type of praduca indicate,��. • � • A. Trowelable Leveling aril Patching Compounds: Latex-modified,portland cement based or blended hydraulic cement based formulation A. Material Compatibility: Provide block fillers,primers,and finish-coat materials that are compatible with one another and with the PART 2- PRODUCTS provided or approved by resilient product manufacturer for applications indicated. substrates indicated under conditions of service and application,as demonstrated by rnaanutaCturer based on testing and field experience. SECTION 09 98 20-FIBERGLASS REINFORCED PLASTIC WALL PANELS PART 1 - GENERAL �I 5182 � -A B. Acihelsives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. B. Material Ouality: Provide manufacturer's best-quality paint material of the various coating types specified that are factory formulated ?_.1 BATHROOM ACCESSORIES • s i.1 QUALITY ASSURANCE A. Manufacturers: Subject to compliance with requirements, provide products indicated on drawings. � QF Q�� '�. '� C. Metal Edge Strips: Extruded aluminum with mill finish of width shown,of height required to protect 9.xposed edges of tiles,and in maximum arJ recommended by manufacturer for application indicates-. Paint-material containers not displaying manufacturer's product i � A. Installer Qualifications: Engage an experienced Installer, as dsatined in Division 1,who has completed FRP panel 2.2 FABRICATION ��' available lengths to minimize running joints. identification will not be acceptable. installations similar in material. design,and extent to that indicated for Project that has resulted in construction with a PART 3- EXECUTION C.Colors: As indicated by manuiacturer's designations and on Finish Drawings. g j A. Keys: Provide universal keys far internal ecce- to accessories for servicing and resupplying. record at succ;essfti inn-service performance. PART 3 - EXECUTION 3.1 PREPARATION 2.3 INTERIOR PRIMERS r,XXM A. Prepare substrates according to manufarturer's written recommendations to ensure adhesion of resilient products. A. Interior Gypsum Board Primer: Factory-icrmulateii istex-based prim9r for interior application. B. Fire Performance Characteristics: Provide 4iberglaa5 relnfurced plastic wall panels that ars identical to those tested 3.1 INSTALLATION q B. Concrete Substrates: Prepare according to ASTM F 710. 1. ICI Paints; 1000 Prep&Prime Hi-Hide Wash Interior Watw-Based Primer Sealer: Applied at a dry film thickness of not less in accordance with ASTM E84 for the fire performance chara.Aeristics indicated below. Identify wall panel materials with A. Install accessories according ;o manufacturers'written instructions, using fasteners appropriate to substratez ��141 ePa g 1. Verify that substrates are dry and fres of curing compounds, sealers, and hardeners. than 1.2 mils. appropriate markings from the testing and inspection organization. indicated and recommendf '1 by unit manufacturer- Install units level,plumb, and firmly anchored in locations Al _y 14t, 411 2. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. 2. Porter;867 ProMaster 2000 PVA Drywall Primer Sealer: Applied at a dry film thickness of not less than 1.1 mils. 1. Flame.spread: Class C. arvii at heights indicated. 3. Moisture Testing: 3. Pittsburgh Paints;6-2 SpeaeadHide Interior Quick-Drying Latex Sealer: Applied at a;try film thickness of not less than 1.0 mil. 2. Smoke Developed: 450 or less. END OF SECTION 10 28 00 a. Perform anhydrous calcium chloride test,ASTM F 1869. Proceed with installation only after substrates have maximum molsture-vapor- 4.Shemirin-Williams;PrepRite High Build Interior Latex primer/Surfacer B28WC-`01 Series: Applied at a dry film thickness of not less C. Single Source Responsibility: Obtain each c,rlor, texture,grade,finish,and type of wall panel material from a single / emission rate of 3 Ib of water/1000 sq.ft. in 24 hours. than 1.6*nils. source with resources to provide products of consistent quality in appearance and physical properties without delaying A 4 b. Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. B. Interior Wood Primer for Acrylic-Enamel and Semigloss Acrylic-Enamei Finishes: Factory-formulated acrylic-latex-based interior progress of the Work. a C. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap,wax,oil,or silicone,using wood primer. 1.2 PROJECT CONDITIONS SECTION 10 52 00-FIRE-PRCITECTION SPECIALTIES PART 1 GENERAL �� mechanical methods recommended by manufacturer. Do not use solvents. 1. ICI Paints;3210 Prep&Prime Gripper Multi-F^urpose lnterio/Exterior Water-Based Primer Sealer:Applied at a dry film thicfkness of 1.1 SUBMITTALS 4TO°r�,¢'jA. Environmental Carrditions: Do not install waH pane! mateyrial until the space to receive the wall panel material is orudtrct Data: For each D. Use trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates. not less than 1.8 mils. type of product indicated. enclosed and weatherproof. Do net install materials until the ambient temperature within the building is maintained E. Move resilient products and installation materials into es where they will be installed at least 48 hours in advance of installation. 2. Porter; 1129 Blanket Acrylic 1•'rimer Sealer: red at a d film thickness of riot less than 1.5 mils. 1. Fire Extinguishers: Include rating and classification. � � �' ry '� �' and stabilized at not less than 60 deg F for not less than 10 days prior to beginning of the installation and 10 days 1. Do not instail resilient products until they are same temperature as space where they are to be installed. 3. Pittsburgh Paints;6-855 SpeedHide Latex Enamel Undercoster: Applied at a dry film thicikness of not less than 1.0 mil. B. Maintenance data. following installation. F. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. After cleaning,examine substrates 4. Sherwin-Williams;PrepPite Wall and Wood Primer B49W200 Series: Applied at a dry film thicknoss of not less than 1.6 mils. 1.2 QUALITY ASSURANCE for moisture, alkaline salts,carbonation,and dust. Proceed with installation only after unsatisfactory conc`• .ons have befit corrected. C. Interior Ferrous-Metal Primer: Factory-formulated quick-:crying rust-inhibitive acrylic-based metal primer. 1. RT 2 and after installation, shield wars from exposure to direct sunlight to avoid blistering and distortion. A. NFPA Compliance: Fabricate and label fire extinguishers to comply with NFPA 10, "Portable 3.2 INSTALLATION 1. ICI Paints;4160 Dev uard Multi-Pu Primer: red at a d film thickness of not less than 2.2 mils. PART?_ PRODUCTS g Multi-Purpose Applied dry Fire Extinguishers." A. IMatch tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, it so numbered. 2. Porter;215 porter Guard DTM White Acrylic Meta! Primer. Applied at a airy film thickness of not less than 2.0 mils. 2.1 MP` UFACTURERS B. Fire Extinguishers: Listed and labeled for type, rating,and classification by an independent Discard broken,cracked,chipped,or deformed tiles. 3. Pittsburgh Paints;90-7i2 Pitt-Tech Acrylic Primer: Applied at a dry film thickness of not less than 1.5 mils. A. M , -acturer: Subject to compliance with requirements, provide the following product: a B. S,-ibe,cut,and fit tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture,cabinets,pipes, I 4.Sherwin-Williams;Kern Kromik Universal Metal Primer B66W 1: Applied at a dry film thickness of not less than 3.0 mils. 1. Mamie FRP. 1.testing agency acceptable to authorities having jurisdiction. . outlets. edgings,door frames, thresholds,and nosin s. extend tiles into toes aces,door reveals,closets,and similar openings. D. Interior Zinc-Coated Metal Primer: Facto formulated galvanized metal Omer. 2.2 FIBERGLASS-REINFORCEEDPLASTIC WALL PANELS A. WARRANTY q p ePen q ry � A. Specie!Warranty: Manufacturer's standard form in which manufacturer agrees to repair or C. Adhere tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open 1. ICI Paints;4160 Devguard Multi-Purpose Primer. Applied at a dry film thickness of not less than 2.0 mils. A. Sheet Wall Panels: Provide manufactures's standard textured, semirigid, fiber-reinforced plastic sheets, thickness a as cranks,voids, raisingand puckering at joints,telegraphingof adhesives spreader marks,and other surface imperfections. 2. Porter;215 Porter Guard D'+-M White Acrylic Metal Primer: red at a d film thickness of not less than 3.0 mils. replace components of portable fire extinguishers that fail!n materials or workmanship within Six O pu n6 , I pr p ry Applied dry I as irxiirated. Material shall be chemical and stain resistant. Plastic slicers shall comply with performance D. Perform the following operations immediateiy atf5t completing resilient product installation: 3. Pittsburgh Paints;90-712 Pitt-Tech Water Borne Acrylic DTM Primer: Applied at a dry film thickness of not less then 3.0 mils characteristics specifiers. years from Substantial Completion warranty period. 1. Remove adhesive and other blemishes from exposed surfaces. 4. Sherwin-Williams;B66W 1 Direct to Metal(DTM)Acrylic Primer: Applied at a dry film thickness of not less than 3.0 mils. 1. Sheet Size: 48 x 120 incinAs• PART 2- PP,,0DUCTS Ca O 2. Sweep and vacuum surfaces thoroughly, 2..4 INTERIOR FINISH COATS 2.1 MANUFACTU.3ERS `' 2. Street Thickness: 0.090(3/32")inch thick. M c+, 3. Damp-mop surfaces to remove marks and sail. A. Interior Low-Luster Acrylic Enamel for Gypsum Board: Factory-formulated eggshell acrylic-latex interior enamel. 3. Color: As indicated. A. In other Part 2 articles where titles below introduce lists,the following requ.rements apply to Q Q N a. Do not wash surfaces until after time period recommended by manufacturer. 1. ICI Paints; 1402 Dulux Professional Acrylic Eggshell Interior Wall&Trim Enamel: Applied at a dry film thickness of not less product selection: O N E. Protect resilient products from mars, marks, indentations,and other damage from construction B. Impact Strength: Provide wall panel materials with a minimum impact resistance of 12 ft.ibs/inc. notched when i U) (\ P, pr ag operations and placement of aaquipment than 1.4 mils. ,, 1. Manufacturers: Subject to compliance with .equirements, provide products by one of the SJ tested in accordance with ASTM D 256 :17.od impact,ft x b/inch notch. [� C a +� and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer. 2. Porter;6129 ProMaster 2000 Acrylic Latex Eggshell Enamel: Applied at a dry film thickness of net less than 1.4 mils. p manufacturers specified. � () END OF SECTION 09 65 19 3. Pittsburgh Paints;6-400 Series Hide Eggshell Acrylic Latex Enamel: led at a d film thickness of not less than 1.25 mils. C. Water Absorption: Provide wet!pane!materials with a maximum water absorption of .08 percent!n 24 hours at 25 deg C. O g Speed 9g ry dry 2.2 MATERIALS 4.Sherwin-Williams;ProMar 400 Interior Latex E Shell Enamel B20-4400 Series: lied at a dr film thickness of not less D. Expansion: Provide wall panel materials which have a thermal coefficient of linear expansion of 1.7 x 10 5 in./in./deg F. � a U �? O 9g- APFe Y A. Cold-Rolled Steel Sheet: ASTM F. t008/A 1008M,Commercial Steel(Co),Type B. C than 1.E mils. E.Government Approval: USDA accepted. C .0 O B. Aluminum: Alloy and temper recornmended by aluminum producer and manufacturer for type D O s U -0 B. Interior Semigloss,Acrylic Enamel for Gypsum Board,Wood. Hardboard, Ferrous and Zinc-Coaled Metal: Factoryformulated 3 ACCESSORIES f ..,,". e) Rf C SECTION 09 72 00-WALL COVERINGS PART 1 - GENERAL I semigloss acrylic-latex enamel for interior nation. A . panel man of use and firnish indicated, and as follows: g try �• A. General: Wall manufacturer shall provide all components to insure a complete installation. p p QRS Cl cD 1.1 QUALITY ASSURANCE 1. ICI Paints; 1406 Dulux Professional Acrylic Semi-Gloss Interior Wall&Trim Enamel: lied at r►d film thickness of not less B. Moldings: All joints shall roceive extruded polyvinyl chloride PVC moldings. Provide insides corners,outside corners, 1. Sheet: ASTM B 209. C Acry App dry n9 1 poh^r Y (PVC) 2. Extruded Shapes: ASTM B 221. -C 0 A .Fire-Test-Response Characteristics: Provide wall coverings and adhesives with the following fire-test-response characteristics as determined than 1.5 mils. division bars and capping strips. N j by testing Identical products applied with identical adhesives to substrates per test method indicated below by UL or another testing and 2. Porter;6139 Promaster 2000 Acrylic Latex Semi-Gloss Enamel: Applied at a dry film thickness of lass than 1.5 mils. 1. Color: To match panels. C. Stainless-Steel Sheet: ASTM A 666,Type 304. (Z > d inspecting acceptable to authorities having jurisdiction. n 2.3 PORTABLE FIRE EXTINGUISHERS Pfd• q a�Y nq I 3. Pittsburgh Paints;6-500 Series SFxaedHide Interior Som!-Gins Latex: Applied at a dry flim thickness of not less than 1.0 mil. C. Fasteners: Provide high-impact thermoplastic drive rivets,color to match wall panel. 1. Surfaco-Buming Characteristics: As follows,per ASTM E 84: 4.Sherwin-Williams;ProMar 400 Interior Latex Semi-Gloss Enamei B31.44GO Series: Applied at a dry film thickness of not less D. Adhesive: As recommended by panel manufacturer for application to various substr:.ces. A. Manufacturers: a. Flame-Spread Index: 25 or less. than 1.3 mils. c 1. General Fire Extinguisher Corporation. to E. Sealant: Provide seaiant recommended by manufacturer. 2. JL Industries, Inc. f)0 b. Smoke-Developed Index: 450 or less. C. Interior intumescent Overcoat for Wood: PART 3 - EXECUTION to 1.2 EXTRA MATERIALS 1. Intumescent Overcoat: Intumescent low loss latex coating lied at spreading rate recommended 3.1 EXAMINATION i NDN 3. Larsen's Manufacturing g g app sp g fed by the manufacturer. n9 Company. � A. Furnish extra materials described below, before installation begins,that match products installed and that are packaged with protective a)Flame Control Coatings, Inc.: Flame Control No.40-40, low-gloss. 4. Potter Roemer; Div.of Smith Industries, Inc. n A. Examine substrates scheduled to receive fiberglass-reinforced plastic wall panel materials for compliance with covering for storage and identified with labels describing contents. I PART 3- EXECUTION B. General: Provide fire extinguishers of type, size, and capacity for each fire-protection cabinet indicated. r-J 1. Rt'ls of Wall-Covering Material: Full-size units equal to 5 percent of amount of each type installed. 3.1 EXAMINATION manufacturer's requirements and conditions affecting performance. 1. instruction Labels: Include pictorial marking system complying with NFPA 10, Appendix B PART 2 - PRODUCTS A Examine substrates,areas, aril conditions,with P licator resent,fn,cam lance with requirements for dint application. I 1. Wal!surfa:.es to receive wail panel rrgterials shall be dry anis free from dirt, grease, loose paint, and scale. 2.1 MANUFACTURERS Comply with procedures,specified in PDCA P4. p p a 2. Do not proceed wit' installation until unsatisfactory conditions have been corrected. and bar coca{ g for dccurnenting fire extinguisher location, inspections, maintenance, and recharging. 3.2 PREPARATION C. Multipurpose Dry-Chemical Type in Steel Container: UL-rated 4-A:60-B:C, 10-Ib nominal A. Prr ducts: Subject to compliance with requirements,provide products indicated on Finish Schedule. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are I capacity,with monoammonium phosphate-based dry chemical in enameled-steel container. 2.2 WALL-COVERING PRODUCTS thoroughly dry. A. General: Prior to installation,clear)substrate to remove dust, debris, and loose particles. Provide skim coat over rough A. General: Provide roils of each type of wall covering from the same run number or'dye lot. B.Coordination of Work: Review other Sec,Kions in which;)rimers are provided to ensure compatibility of the total system for various I wails to smaot`n surface. 2.4 MOUNTING BRACKETS 2.3 ACCESSORIES substrates. On request,furnish information on characteristics of finish materials,o ensure use of compatible rimers. Nati Architect 1. Complete all finishing o erations, includi A. Manufacturers: eq p p fy p n9 p nA painting,before beginning installation of wall panel materials. 1. General Fire Extinguisher Corporation. A. Adhesive: Mildew-resistant, nonstaining,strippable adhesive,for use with specific wall covering and substrate application,as recommended about anticipated problems whet,using the materials specified over substrates primed;ny others. 2. Test masonry and plaster substrates to ret,,dive wall panel with an electronic moisture meter. Moisture content shall be In writing by wall-covering manufacturer,and with a VOC content of 50 g/L or lass when calculated according to 40 CFR 59,Subpart D 3.2 PREPARATION within manufacturer's recommended limits. 2. Jt. Industries, Inc. PRINCIPAL IN CHARGE (EPA Method 24). A.General: Remove hardware and hardware accessories,plates, machined surfaces,lighting fixtures, and similar items already 3. Prime and seal subbirates, if required, in accordance with wall panel materials manufacture's recommghdations for the 3. Larsen's Manufacturing Company. 1C B. Primer/Seater: Mildew-resistant primer/sealer complying with requirements in Division 9 Soction"Painting(Professional tine Products)" installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, oxide surface-a Ilea 4. Potter Roemer; Div.of Smith Industries, Inc. J _m _ q y g Pr 9 pr ov type li substrate. B. Mounting Brackets: Manufacturer's standard steel,designed to secure fire extinguisher to PROIRCT MANAGUR and recommended in wiling b wall-covering manufacturer for intended substrate. protection before surface preparation and painting.After completing painting aptyrations in each spare or area,reinstall itferr+s removed 4. Acclimatize materials by removing from packaging in areas of installation, t less than 48 hours helots installation. C. Seam Tape: As recommended in writing by wall-covering manufacturer. using workers,skilled in the trades involved. 3.3 INSTALLATION wall or structure, of sizes required for types and capaniiies of fire extinguishers indicated, with GBL PART 3- EXECUTION B.Cleaning: Before applying paint or other surface treatments,clean substrates of substances that could impair bond of the various black plateed or baked-enamel finish. --------.-- coatings. 3.1 PREPARATION A. General: Install wall panel materials in accordance with manufacturer's recommendations. , aR,al,Rv coatings. Remove oil and grease before cleaning. C. Identification: Lettering complying with authorities having jurisdiction for letter style, size, A. Prepare substrates to achieve a smooth,d clean,structural) sound surface free of flaking, unsound coatings,cracks,and de'acts. C. Surface Pr 1. Cutting: Do all cutting with carbide tipped saw blades or drill bits,or cut with snips. g. y IGRTobias ePe ry. Y 17 g Preparation: Clean and prepare surfaces to be panted according to manufacturer's written instructions for each particular 2. Install vols with manufacturer's recommended for rel field and corner Dints. spavin and loc;:tion. Locate as indicated b Architect. 1. Moisture Content: Maximum of 5 percent on new p1witer,concrete,ncreete,and concrete masonry units when tested with an electronic moisture meter. substrate condition and as specified. g` j PART 3- EXECUTION 2. Gypsum Board: Prime with primer recommended by wall-covering manufacturer. D. Material Preparation: Mix and prepare paint r-aterials acrordin to manufacturer's written instructions. 3. Install seams plumb at least 24 inches from corner. On walls taller than letgth of sheets,end match veneers at S 3. Check kited surfaces for g A. ream fire ON pa pigment Weeding, .,and glass, semigloss, and eggshell finishes with tine:3iandpaper. E.Tnring: Tint each undercoat a Hah.ae :;hada to simplify ide:+ntifiCation of each coat when multiple coats of same mate-ia!are applied. horizontal joints. A. Examine fire extinguishers for proper charging and tagging. Remove and replace damaged, NO _ RF1kSON DATES S. Remove hardware and hardware accessories, electrical plates and covers,light fixturo trims,and similar items. Tint undercoats to match tho color of the finish coat,but provide sufficient differences in shade of undercoats to distinguish 4. Fasteners holes in the panels mu sl be predrilled 1/8 inch oversize. p g 99�' p g C. Acclimatize wall-covering materials by removing them from packaging in the installation areas not less than 24 hours before each separate coat. 5. Using a Y4-inch notched trowel, apply adhesive to panel back.for 100 percent coverage. B.cleIn ti ll re undercharged units. installation. 3.3 APPLICATION 6. Moldings: install silicone sealant within moldings. Install moldings at all perimeter edges of panels except above the B. Install sire protection specialties in locations and at mounting heights indicated or, if not 3.2 INSTALLATION A.General: int according to manufacturer's written instructions. Use lic mos�.,`d techniques best suited for substrate and ceiling lane,in the longest practical lengths. Tightly butt end joints and miter corners of moldings. indicated, at heights acceptable to authorities Raving jurisdiction. A.Cut wall-covering strips in roll number sequence. Change roll numbers at partition breaks and corners. type o'material being applied. n q 7, Installation Type: Fugll wall height. g g y J mounting p Ps 1. Palm Delors,surface treatments,ono tiniatte8 nfre indicated in the paint schedules. 3.4 CLEANING C. Mounti Brackets: Fastent loci ibrackets e�surfaces, rare and lamb, at locations indicated. B. Install strips in same order as cut from roll. E Identification: Apply decals at locations indicated. C. Install reversing every other strip. 2. Do not paint over dirt,rust,scale,grei moisture,scuffed surfaces,or conditions detrimental to formation of a durable paint film. A. General: immediately upon completion of installation,clean plastic and accessories in accordance with the END OF SECTION 10 52 00 D. Install wall covering with no gaps or overlaps, no lifted or curling edges,and no visible shrinkage. 3. Provide finish eats that are compatible wit i primers used. manufacturer's recommendations. E. Match pattern 72 inches above the finish floor. 4.The term"oxposed surfaces"includes areas vianyle when permanent or Wilt-in fixtures, grilles,convector covers,covers for B. Remove any excess adhesive or sealant from face seams, F. Install seams vertical and plumb at least 6 inches from outside comets and 3 inches from inside comers unless a change finned-tube radiation,and similar components,are in Mace. Extend coatings in+hese areas,as required,to maint0n system integrity perimeter edges or adjacent surfaces using solvent or cleaner of pattern or color exists at comer. No horizontal seams are permitted. and provide deesh 9d protection. recommended by panel manufacturer. G. Fully bond wall cowering to substrate. Removes air bubbles,wrinkles,blisters,and other defects. 5. Paint surfares behind movableui ent and fum',ture the same as similar a C. Remove and replace damaged sheets or streets that cannot be cleaned. eq pm exposed surfaces. Before final installation of equipment, and leave areas of completion of work from installation u and debris resulting rubbish Remove surplus materials, , g p , H. ?'rim edges and seams for color uniformity,pattern match, and fight closure. Butt aea�+q without any overlay or spacing paint surfaress behind psrmaneMSy fixed eaquipme;:+t tor furniture with prime eat Only. D. SECTION 1248 50-FOOI' MATS between stri installation in neat, clean condition. Ps� 6. Paint interiC,r surfaces o1 due7tE with a flat, neonspecular black paint where visible through registers or grilles. PART I - (33FNt=?41 END OF SECTION 09 72 00CoTiuri k i iw 2 v 7. Paint back sides rt access patrols and removable or hinged covers to match exposed surfaces. CN1)OF SE ;.1 SUBMITTALS S. Finish exterior doors on tops,bottoms,and aide edges the same as exterior faces. A. Product Data: For each qon of floor meet w,dicated. B.Scheduling Painting: Apply first coat to surfeci that have been cleaned,pretreated,or otherwise prepared for painting as soon B. Maintenance data. as practicable after preparation and before subsequent surface dfeterloration. SEc nON 1014 00-SiGNAsGE PART 2. - PRODUCTS 1.The number of coats and film thiccn we required are the same regardless of application method. Do not apply succeeding coats PART 1 - GENERAL 2.1 MATERIALS until precious coat has cured as recommertiml by manufacturer. If sanding Is required to produce a smooth,even surface according to manufacturer's written instructions,sand between applicatior+s. 1.1 SUBMITTALS A. Aluminum Sheet: ASTM B 20'9, alloy and temper recommended by aluminum producer and finisher t and finish indicated, Indlcat A. Product Data: For each type of 2.Allow sufflrOent time bcttae+sn sua,•esslve coats to permit propel drying. prexiur,! eed. type of use C.Application Prociidui Apply paints and coatings by brush, roller, spray, or other applicators according to rnanufacturer s B. Shop Drawings: Shwa fabrication and irl5tal!1tiun details for signs. and with not less than the strernpth and durability proper!'es of alloy 5005-H 1 5. written Intktruc Ions. C. Samples: For each sign type and for each color and texture required. B. Extruded Aluminum: ASTM B 221,alloy e(16146 or alloy 606345, T6, or T52 as standard with D.Minimum Costing Thickness: Apply paint rnateriat•r no thinner than manufa^tr,erer's r;secommeeridend spreading rate to achleve 1.2 QUALITY ASSURANCE manufacturer. Coat surface of frame In contact with eementitious materials with manufacturer's standard dry film thickness lnd;catad. A. Regulatory Rerquirements: Comply with applicable provisions In ADA-ABA Accessibility Gu-f'dalinra pre;tecttve coatlnq. E.Metf+arttcal and EkictriCal Work: Ferning of mechstnical end eelect6cal evork is limited to Items exposed in 9quipment rooms PART 2- PRODUCTS 2.2 FLOOR MAT SPECIFICATIONS and occuphd spawss. 2.1 MATERIALS A. Manufacturers: Subject to m.ipNanlce with requirements, provide products Indicated on Finish Schedule. - F. PfUte Coats: Before applying f rfth casts,apply a prima coat, as recommaridad by manufacturer,to material that is required I A. Aluminum Sheet anis Plate: ASTM B 209, allk;;and temper recommended by aluminum procurer and 2.3 FABRICATION to be paisrted or firlWW and that hes not been rltime coated by others, PAm M pined and sewed surfaces where evidence of finisher for type of ise and finizh Indicated, and with at haat the strength and durability properties of A. Fabricate frame members In single lengths or, where frame dimensions exceed maximum available lengths, sjetkw spats m uruoMesri arses M float test appears,to ensure a tltbh cost*Ono bum-through or knfher dOects dere to insufficient I Alloy 5005-H32. provide minimum number slraNrlg• j B. Fiberglass Sheet: MokW, seamless,thermosetting,glass-tlber-reintorrcod polyester panels with a minimum of pieces possible, with hairline joints equally spaced and pieces spliced fo,ather by straight connecting pins. IG.FigricAn!ed(Opags►e)FirtlMm: Ownpkh*y cover arrloft M L"No"Ii WpftOft a smooth, opaque sort"of uniform finish, tensile strength of 15,000 psi when tested according to ASTM 1)638 and with a minimum flexural strength of 1. Field verify dimensions of area indicated to twelve floor mai. odd, mops i Mea,and oovexapa Ckxxb w. spolft hul Wo ,III*MO ffita 1,rUr*sullies,roplrlesn,or other surface 30,000 poi when tested according to ASTM D 790. 2.Where notching Is required of floor mats to fit ol;-a g;notching it to bR completed In factory by manufacturer. ' -4.r.4. Wank: Match opprowds• emmplo fw oaior,tsnttu m,send%;ov*rapte. Rsmwe,rsflnlM►,or n it work not complying 2. DIMcrylic Street: ASTM G 4802,Category A-1 (cell cast uaheet),'Type UVA(UV absorbing). PART 3 INSTALLATION TON wkh 2.2 DIMf+N510NitAL CHARACTERS 3.1 fNSTAt1A1TON 3.4 CLEANM A ,est Characters: Produce cherstucters with smooth flat faces, sharp corners, aryl Fxedsoy formed Ines and A. Examine floor condition a for compliance with location and ranI sizer uirements. Proceed with installation ��^""�� 01 A.Clfirarxap: At fibs send or teach wonilift,rwi"OTOy cams,rags, nibbish,and Mtw discmded point mos we hem elgjsct slut. prafiles, 11`06 of pits, scale, sand holes,and other defects. Cast lags into back M act charean rs d top to roceive only untsatistactury condiconditionsdente been corrected. � 625-328"T 1.MNr axn00%pM vd%ohm glass d paint-spud an Remove epat wad paint tri washing and m"Ong without threaded mounting etude- Akry and temper rewrnmww d by sii manufacturer for casting process u lW and B. install and protect per manufacturer's*r'ttten IrtatnecNans. soratchirsp or dsimp agacsrtt lloWssd suxfau a. for use and IfWsh indicsted. Cutout Ctwracenr: with squame-cut,smooth edges. END OF SECTION 12 40 50 , 21 ACCESSORIES A. An chwe and inserts: Provi{.is nori wous-rtwW or 9&sndaed anthers and Innft for ex*dor (� _A fnstrllNatit."and 8%vwtwrse as rsattfudred for cor uslon nall!Wlim. Use ill~steel or iced eveneWit-boil 02/26/0" S` -7 I 1.1 devkxss for drUlnd-Irfift tr anutrors. Furfdalh irls+xts,as rixornd,to be use!Into r.0W,r U a masonry wwk. �3 p� �8' , t), ,""' W . �11 e , � -7----__.. -1 .." �":, K,,.',1- - ,�� .'m'` - .r ;'tri , r__ r - r . 11 . �,�,11217", d,,. V ,."X- , T971_111��V_11 ix. �° & i� '}� .1-,-.-..i" -1-... . I' ll 1 It'I' 1 t. - . I I "''. ". " Ii 11, t'. . I I ,. . 1 -1-111 - " �,, _____.,_,.__,___ __ . , I "�` ryl 117, F I I1ppw1 .. I ; , , - ,_.I- I'll _,_ 4 a.. i I I A iFERI o. v w• t, _..-.:.. ,a '�1.. —.....: ... ..;. .. ,. • w.aw_..w-.,;....wwwl,,�m..+.... ,.... ;+e .,a...vwaw:r..,;�.�w•+,,..+++w:..+m...+...w�v u..w....:i.tti»•�._.+:eu:ur,e�Mo. ..:_.., a..: _..:♦....__... re`r.,.�,w.. .. ».w..,_...... + „ .,,....,..�.............. .....„_.,..+.,wawutyr4..w.4rrL.ti-.-...sw.....w.a,w...,.,.�=-. ...�,,,.,.....,......»..r._... ... .....w. �...�.r,. «.....r�..wuatiCY4idua i I l t DOUG ROBIDOUX, AIA i _ _ __.__..__.__._ _..._�_�_____._._..._..-...._...__ . ARCHITECT ` 1 -I - ._ 2 l i 3 II w I r I I I Ir ' c � F I T lw dmwing and the deriga rlwmrt are tie propin of C J ; I The Architect. 7 be rtproduction,copying or other nn 7 of tbi.,drawing without their wntirn content iu uj _.......::... ..........................FT ..... pmhibiied and ariy infrtngment mill be rubf•rt to s i + kgai"diad. A-1 � I D ; ' F (NQ F 1 3 3 'f �lgD a 1 i I I A-3 I uA>tc 000 � L-. 3 F F (NQ 0,,C rJ.�"C•0, 1 , Luj o o ... I f I iI I: DQ �iGAS � fiS ..»._. I i...».»»..__...._.._......._..»..._....._.._.........»._.»..........._......__ _...._».......__»_.._ .._..__........................ ._...._ ._. _.».._._.».: _.._......._.......... ............_........... ..................._...._.» .......................... ...»_._.............»..». .._.._......_..»..._...».._................_...._.._.......I T"s ww roin le 1 r,TT- I .._..,........_.___._.».. ...___..._.._. ._... ..�..,,,t�w__. �_ .,.._... _.. .._,_.._._,•..:::-...�'--- Wim:..=.d:�.......•-•.._�.-�-�-- ..w .__�..__ _ - .— - __ I � I I 1 P I _.•I6 ! i G ; G +�jG A ; i 1 ! ! ,-29 6� 15 15 15 " 15 } i Ut! D? I Di 1 t i is DI _.._�� ._ .. . .. ._ _ . 33 O i 1 I i ( I i i ji 7 ! —'I ! ••-� i A— 3, ' 1 I 1• I 'i �� ! i II i i� i 1 t ( I I ii i i � ° i�� L I i I I CU 13 , 1 (r�) ,I 1 l I i 3 cry} 1 i ( _ _ I I I i iCN i I I II j t i 3 r ' 33 31 Cr 9 MI I E S I ' n i ! ! i 2`� J ��I I i 7 :1 I t I , t ..,_ `` Iwb1< 1..... .4... ` ' •' ._..� ID O LJ I I ..__..__... i C+± I ! i , {... I 3 __�. �_. - Zy _.... _._ L� O !• t { i 'i j '• ! 1 i ! '{ i i I I j ' E .rx;!:;:,+m:r.,,.m::x.:. C i N A-11 0 f) �. A \V.C. do T.C. C I I it I ( Q \ 1E 93 `� I I f 1 � � f 13 f �w 1 ` ice' I 13 ; \ U) O __.._......_._-_. 13 _.._. L..._.. �.._..........»...... i cr ! I Q-0(TYP) r� i 3 i 1 s ; soo Goo ... I I � 1 :':..1 Z1: 1 . :. ►' i;, L O OD ! ! ! Epp 604 i I ( I I II 1 if S I B j G G __ w}• j. i 151 1 , 4 ; t 1 I I , 1 _....__..»»......_........._._..._._.__......._... ....»............................_..... . ...,_ ...._»....»_..._.,__...._......,_.._......».........(......»».... ..._.,.........._........�._.........__._�_..._........_........._..,_...._...._.�... ._..__........__........_._..... ........_.... ».....E............... i L•..............-; PRINCIPA1.tN CNARGH \�•.....r r-iHH IPRt 1IFCT MANAGER , EM D"\TN BY PLAN AP/GB ELECTRICAL LIGHTING FLAN z NO REASON DATE E1.0 1/4" = V-0" O M —i 2 f� LIGHTING GENERA, NOTE LIGHTING PLAN KEYED NOTE j - J, LIGHTING LEGEND TYPE SYMf't'il AIAWUFACTUI2ER/MODEL DES(f21PT1ON LAMP REMARKS REFER t0 ARCi4I T ECTURAL REFLECTED CEILING PLAN FOR EXACT LIGHT � EMERGENCY LIGHTS SHALL BE CONNECTED TO THE NORMAL LIGHTING CIRCUI' SERVING i';XTURE LOCATIONS. THE AREA&BE CONNECTED AHEAD OF THE LOCAL SWITCWCONTACTOR. A DAC De11z.�Is-120,90 06112 MERIDIAN 1819 3 C*ILNWWALL (3)25 WATT INC-ANDESCENT, FIXTURE CANDELABRA BABE.8.10 TYPE REFERENCE ONLY Z TRANSFORMER 3=0R TRACK LIGHTING SHALL BE INSTALLED INSIDE THE t 'NG NaT APPROVER WITH THIS PERMIT COORDINATE WITH f wE PROJECT MANAGER FOR THE EXACT"LOCATIGN. St_R DENOTES B Q tKN4TO)LER IPQMI-100 LYTECASTERIWCEBSED0nWNXIONT WPARa MWI TRANSFORMER VA SIZE. 91 (CFL01LIOHTO.IER 1002P1-o�+s 1.YTECASTER RECS B9ED GXJINNLKdHT 60PRR30IHMFL CEILING EXHAUST FAN TO BE CONNECTED'i rJ TOILET ROOM LJ.'`TS A IS REQUIRED TO BE 9 IX�.ILINO MOUNTED) INTERLOCKED 1A CONTROLLED BY TTtE LIGHT SWITCH. DI LIGHTOLIER TL2M' LOW VOLTAGE MR 16 nNaAL RING 36W MR IB NFL 12b SINGLE CIRCUIT TRAX;IX IAMi''HOLDER MASTER SWITCH LOCATION FOR LIGHTING CONTROL PANEL.SEE LIGHTING CONTROL _ .._�... .� DIAGRAM FOR DETAIL_,AND COORDINATE WITH THE PR7,IECT;AANAGER FOR THE EXACT DIB �,'�„ '�., a KHE aaCUR TRACK,BLACK FINISH I VOLTAGE MR 10 GIMBAL RING 39W MR 10 NFL 12V LOCATION. ;ELECTRICAL ® SALES FLOOR CEILING T I � LED BY SWITCH INDIVIDUALL:'&NOT BE F MERCURY a A`cLe 12av 2 LAMP*SHALLOW WRAPARaxrD 2��ram rle L'LECTRICAL WIRED THRU coNTAi: MII�� _ LIGHTING T G NP■NO PAINT 100 W�3GNP WIRE GWALL RID NO T AAR 1 , ftW 10DA-10EW ® PROVIDE JUNCTION BOX,TOGGLE DISCONNECT SWITCH IN Ni�'t-VISIBLE I.Ol.l1TiUN AND 1 T1 F1NWI1 FINAL CONNECTION FOR 120 VOLT SIGN, THE SIGN SHALL BE F #OVIDED WITH INTERNAL PLAN T� GROUND FAULT PROTECTION PER N.E.C.ARYTCLE NO-23b. BUILEdlfES EMERGENCY AND EXIT LKaHTS, EM 1::k METAL FINISH,SINGLE GANG F 1�1TE 12 VbLr,iZ WATT LAMP 0?.» • NOTE: 2 HEAD•12T12 oEH s _ FV1 O V RFY. A?PRoveo FIXTURES. THE CIRCUIT FOR SIGNAGE MUST BE A.DEDICATED ISOLATED 3-LINE CIRCUIT CONSISTING EX � ALKC)O EMT WON W/20 tM BATTERY BACXJJP )B WATT TS FMEROEwcr AND EM LIGHT;CHALL 9PtsY1, r t•,s+" a Fm-12-40L-2 -9ENDANT W)UNT WHERE INDICATED I.LM t 9E Of THE INC APPROVED MfTURES. I OF HOT, NEUTRAL 3 GROUND WIRES LEADING DIRECTLY TO THE PANEL, — FLEW VERFY• I LED CIUABMvATKJN EXIT t EMERGENCY EMERGENCY AND EXIT LKAHTS SHALL l9 � � V.C.-VIA CONTACTOR ExEx "•°�D�• L��(COLOR-91wcK) sE OF THE NYC APPROVED FI(TUREs. z 8 --ft HELD VERIFY. K T.C.••VIA TIME CLOCK C!_G FAN RSGV*CY PRMZSgK NAl ANr.ILIE9 sRA9s F1sIBH, 9o"wo-ftTARftL" F'L�>�DU _ 25�-3286-01 t� uj caccuPAticw MOTION sIENSOR swrrrH SIMILAR To Hu�LL ws12027'7VN2 FOR CONTROL..OF --------� LIGHT&EXHAUST FAN. SET OW"CH FOR 15 MMJTEB. 9L *TAR FLUSI+MDUNr L1XiNT rronvR9 FL�tslr W1TI1 c at IN0 HCIIRCAfM LIOHTSq — �— HEIOIIT:1♦17 x WgTle.11 UZ' -_ F _ qD INDWIOUAL SWITCHES LNG FAN. COORDINATE EXACT LOCAnON tom: � 7077 ORANGEWOOD AVE. 0211 • WMi NE PROJECT �� L19NT FIkT URn ARE FURNWW CY OWIe1lR AND SOTALLED BY 9LOCTPICAL CON RAr.TDR. S FOR rAMBTK"ROGARDS19 nil LGHT F"IfIlk PLEASE rAWrAOT N✓,u:!KC"G AT CAPITOL.LJONTSK31�sawLC lzs9. GARDEN GROVE.CA 928A 1 RIi.714•x93.61 S7 b El VWVW.MMENGINEEPING.COM O'`O�,o� • 0 I' of 449 t AI pi 7 _ "'.Ae.Mole►'a+4lh+Xiltl>;.IWwY'S�'MM�I�. ��► �..�r�+ rr�w.0,wa' w....0,.... �rw..,.,.wr-+rrr.wrw....•sw -,.w,.«wr, v.w.i.w�r�_.�www��,�l,�+u•_,.�w+..�. ....w.�....�w._....,..�.�,.�r,•,....wr.—. r . , ,s1 .ti ` .. i r I1t a 4jflj 71 , a fAlt ¢ Lr1It ! I ^r r 1� � ( , r i v. ar8 ? � a , I r t • T� f, Cx4� YE F lrrr i iso iEt:w .;r,. . : .,:..,, n.pan.,,.uw.«+.,u..,.e.si...»Nw,Ne.f.lr,•ICH HI :. +u'14.Im_.-_.._ywr.ri...��,s :4ara+.+ww.r.a.....-.:..:.,.+.,n6tu¢e•.nvuas-r.N:i.rM.vw+.w.r.i..nowr.ruuru yNr..+i.wlr+>w+:..rrm, ..N L. r:u..5._h«.. .sd,Khw.w.,iu.w.eaxJu..._.'+uJuw6 Wcn.14Y.u;w....:ui a....L ..L..vi,.rlY.,iur ttlwYYw.YWe1Yw.,a v.in.x�w4:. vr..v.w..:w,....a.u.....«:...«.....,.....:..a:..,..w.:.«..:.u,..0.,..,...,,...sA.r+.::,.s.r.«..,...,.Nar.w.al.l � rr: M, 1 is {�2 7 Via: DOUG RO)9�ID011X, _-_ _ ___ . _ h �r: r_x- ,---r -j ' �. I 4 4. AACHdTBCT —� .� , I EXISTING TOILET` A-37.39STOCK rn I i r _.._.__. ___..._:...........•......_._ 1.4 ` Thu d a&wog and for deogn Ab"w ow r*prq"of c _.. The Anhaert. T he rrpnodrdiox,orpyrng er oldrr xu of tdr r dnmq w1bw tbrir miimv rovarl it a) prvLvbrtec and arty i�fiiXffWXt will br rwbjert m �` I [egui alroK. I rilE m I►-2 R 1 N _.... r� Gr►t[ 4 A-14 Ur7s ,�3._ ted. 14 A-20 A-8 E DED. REC. A-28 j DED. REC. A-30 ! e ! 10P$' �'"•r ;� `---DED. REC. A-32 ( � � o � o --DED. REG. A-41 . . T r' _ DIIHG1flEr ._.......... . . -----.v : _.._. _ _..... _._._..__..._........._._...__............__..... ..... __......._._..... . _... - - — - _.._... _ - _.. - - • WuwuNNNI•wf'' - uvwutu:--. . •"•t NNIIW..aI.NI[ .INN .--. WIN' IIIIIINOW,IY.W a.Ycl«Vyew VINNI,I.W NNeN••••••••_••••.-.........._... FIs• - i •: TERMINAL j .._..._ _ _ . 2„ »•sous■,oat---�J } I 1� /30 t . 2O8V. 3P ... I BOARD i F1 FTiNG D ` TELEPHONE! 4 ��QO�r'I 5 I i E-'---'-r--- F1111 Ni:� ES T IBULF I I i A-1719 21 11 18 3/4'6;3 2-�`IHN-+- 1 n/1 _.._._.._.. A-16 T ...................__................../ �` 1 _.... _ _ UPS 1! 2 -_ - LV A-40 _.. AAWF ; j l N i i � p N '........... ..... _..... .... .-._._. I MAOU. TED. I! f ...._..��i fill SALES I ., I nn L- !� _-. ._.. ....__... _.._........_.._,,.._.._..........................-.._...-.. _... ......_.... ._. ...... .. i'- ..__... CE LINA N ,* ..._....... _ _ _...._ _. ._.._._ ..... .._._._.. .__ ............. .... ....... . . _.. __... _... ........... . _........_. _ ....._..... - ._.......... ........_._.................._ - "tfiRE7�. _ \ .... 22 00 40 Lv LV 14 ll r UPS #? 4 Q1� li ! /6 , 208V, 3P I C) AREAI ! !... E ;. 111 DISCONNECT SWITCH. :\__._ , -�� }i~ C _ p _.. , jj A-24A �" 111 L • • �4��..•�. b i!i • o N�1 \\....... ..... TRENCH FLOOR AS REQUIRED FOR----- 1 408 THHN + 3 "..... ..... ......_ . .. ....-. ..---. ..._�,,2 ELECTRICAL CONDUIT. COORDINATE ! FITTING __ _ --.............._....._ ____ Ua i ! F�UQ�rI :i '! �� I WITH LANDLORDS REPRESENTATIVE. ) i �y '� +` ( _ STUB CONDUITS UP IN CASHWRAP, ill A-10 Lo co- _ i ewe :.:...:.......:.. ..:: '; .N m N NN N.N .:: .+wwy. are:... . rr � x^ >* rl F I Tl-!iv G i l FITTING NN.N,Nx.I»,N„,..'.,..,.�.., t ,I ..aNN,NN. ROOI`.�! 7_ � ROOM 1Lo � ....... _ PRINC:IFAL IN C K"GE I HHH PR)))E('!'AIANAGF]t PLAN EM DRAWN BY ELECTRICAL POWER PLAN Z AP/GH 1 1/4- = V-0" 0 NO REASON DATE I I LOW VOLTAGE NOTES POWER PLAN KEYED NOTES LOW VOLTAGE HARING INCLUDES TELEPHONE HARING, 'SECURITY SYSTEMA HARING, COMPUTER/DATA WIRING <! PROVIDE DUPLEX RECEPTACLE LOCATED AT CEILING, ONE AT EACH SIDE OF FRONT AND SOUND SYSTEM HARING. DISPLAY WINDOW FOR FUTURE CHRISTMAS LIGHTS, DISPLAYS. ETC. (TYP OF 2). TELEPHONE HARING AND EQUIPMENT SUPPLIED BY LUCKY BRAND . REFER TO ARCHITECTURAL SHEETS SECURITY CONTACTOR SNATCH. VERIFY EXACT LOCATION WITH ARCHITECTURAL FOR TELECOMMUNICATIONS CONTACT AND TELEPHONE NUMBER, DRAWINGS. NEW MAKEATER HEATER:CONNECTION TOWATERHEATER. 208V, I—PHASE, 4 22—POLE DISCONNECT iMKW.TCH AND SECURITY MAKING AND EQLIWPMGMT 4:S 131' LUCKY BRAND. REFER TO ARCHITECTURAL. SHEETS FOR ONLY CONTACT INFORMATION, INSTALL 2 WEEKS PRIOR TO TURD! OVER DATE. EACH DOORWAY SHOULD � TELEPHONE BOARD LOCATION_ VERIFY EXACT LOCA710H W FIELD. F1::LD VERIFY dt REFE LETrNCE HAVE CONCEALED MIRING RUN TO TOP OF DOOR. THIS "RING SHOULD BE RUN IN CONCEALED COORDINATE WITH THE LANDLORD ENC4NEER THE LOCATION OF THE EXISTING WIT11 THIS PERMIT CONDUIT TL` SECURITY BACKBOARD LOCATION. A SECOND MOTION DETECTOR DEVICE MOUNTS IN THE TELEPHONE CONDUIT PROVIDED BY LANDLORD TO TENANT PREMISES. TENANT'S E.C. 140T APPROVED CENTER OF THE STORE CEILING, AND A CONDUIT RUNS TO THE BACKBOARD. SHALL INTERCEPT & EXTEND THE CONDUIT do TERMINATE TO TENANT'S TELEPHONE COMPUTER WRING AND EQUIPMENT IS SUPPLIED BY LUCKY BRAND JEANS. EQUIPMENT INCLUDES 2 TERMINAL. COMPUTER SYSTEMS IN OFFICE AREA AND TWO CASE{ REGISTERS. WIRING SHOULD BE RIJN IN DATA 5 NOT USED. CONDUITS FROM CASH REGISTER TO OFFICE DESK LOCATION. CONDUIT TO COMPLY WITH CATEGORY 5 a PEOPLE COUNTER SYSTEMA, CEILING MOUNTED. G.C, TO PROVIDE. 1' EMPTY CONDUIT ELECTRICAL RULES OF INSTALLATION. WITH FULL STRING TO DATA CLOSET. PROVIDE ACCESS PANEL COORDINATE EXACT' SOUND SYSTEM IS PROVIDED BY DMX/AEI MUSIC SYSTEMS. REFER TO ARCHITECTURAL SHEET'S FOR LOCATION HATH LCI PROJECT MANAGER. POWER PLATA CCHTACT INFORMATION AND TELEPHONE FOR INSTAL.LATK/N SOIDULE AND EQUIPMENT REQUIREMENTS. '� E.C. TO PROVIDE EMPTY 1 CONDUIT WITH PULL STRING TO STOREFRONT DOOR FOR SOUND SYSTEM USES A 5 SPEAKER DESIGN. WITH 4 COMPACT SPEAKERS MOUNTED TO THE TOP OF ADT/SECURITY WMRJNG TO DATA CLOSET. ADT WILL PULL WIRES AFTER THE CABINETS :AND ONE SUR--WOOFER PLACED ABOVE THE DRESSING ROOM CMLING. G.C. TO PROVIDE CONSTRUCTION IS CLOSER TO COMPLETION. PLYWOOD 'fCP AT DRESSING ROOM. G.G. ALSO TO PROVIDE CtRlDINT TO THE LOCATIONS PR0111DED. INSTALL A DELIVERY BUZZER AS SHOWN ON DRAWINGS. PROVIDE A DELIVERY STUB OUT WITHIN 2" OF TOP OF CANNETS, STUB OUT TO K NO LONGER THAT 2" AkV INMUDE BUZZER SIMILAR OR EQUAL TO EDWARDS DELIVERY BUZZER SYSTEM COMPLETE WITH � PLASTIC BUR-RING. A VOLLIME CONTROL THAT WILL BE MOUNTED INTO A J-BOX MOUNTED IW THE TRANSFORMER, LOUVERED COVER PLATES ANO LUSH BUTT-OM (WEATHERPROOF FOR Z CASH REGISTER CABINET. NOW SHOULD BE IN DATA CONDUT THAT RUNS FROM CASE! REGISTER TO OUTSIDE LOCATIONS). ELECTRICAL (MNTRACT'OR SHALL PROVIDE ALL NECESSARY BACK OFFICE TELEP'AONE BACKBOARD. AT BAC KSOARD STEREO EQLAPM0ENT WILL BE MOUNTED JUNCTION BOXES. CONDUIT & MIRE TO COMPLETELY INSTALL THE DELIVERY BUZZED DMRECILY TO WALL. SYSTEM. 625-3286-01 C - - If NOT EXISTiN . t3Fl. W.P. REGEPTAC�.,E FOR HVAC F 6��—��-01 LOW VOLTAGE WMRN�G TO BE Mi t�ONOLMT. O EQUIPMAENT. ABLE PANEL OF UNIT. COORDINATE "ACT LOCATION %7H1� TRATOR. 70"ORANGEWOOC AVE.N?I 1 .L...._-.. ,,... GARDEN GROVE,CA P 41 Fx.714 04-?V4 01X08/07E2.0 ,NMI W.HN5CHENGW4EI9WG.COM r�n�••� w:•rr�,wo.�Ne•:r,wsw�wr - 1IIIrYl�eet/ 8 5 cot 48' jig 101111.01' 1i A e .. , i m - "NEE , ,, v f r. a.,. t it „ J:f,t y euau s+r�awow*.- madmadws t �m.,� •..Y.�._,..�...,...,.,,,.,,.,�...,�.YY.�r., ,.ter,.: .. —• 1 Y - t • Y . _ DOUG F.4.7BIDC3UX, Hlt� x Mw f • I I w�cCHi�nacr Y 2 " ... 4 I I III I ISI I � Y I , r EXISTING � ! TOILET - m � �- STOCK I , i I I7st d►usng asd for duiper rlwrrrr wr floe prapnty of � I -_ .,,_,.-....... Tbr A d Al t The rrprodwdmx, or otbsr mm � I I I pr"M and my,,.�iVwmt k f 4w,to J i I p PRp _ • r� I I L" � ss 747 r p IF! AIL I LAU � I H I ,A-26 2 L 2 y°, ,_ _ _._............, 4 2 _.. v JPS #3--�j► n�cJ�� i A-36 DED. REC. A-28 DED. REC. A-30 ! � ' a P '� 1 Q -_i V , l D. REG A-32 l E8 A- I REC. A-41 _ .....__................._...._ _ _.._ v R ./ _ ...-......-__._....___.._._ _,,, _._ ._..... .... ...._ ..._..____...._......_._.__.. _.___ TERMINAL BOARD �—� -- , TELEPHONE I FITTING l _ F ! t TING + VESTIBULE ROOM 4 (51 01 i cu WWW i UPS I � A-4 g,i � r ii N __.._..._._...._......_.._.... II ! I T � 04 SALES-- -_ - - - - --- - ___ - __ -a- - - - -- � O � f y I ( cr A-4000 ! I � (� Q lL #2 _ I SALES I I _ ! l! ;I . ` _�._. �............ O L) -._...._ ........_.._. _.._....... - Y ..-+ 1 AREA I I E !' DMX M ICd C C : U) T'RENCH FLOOR AS RE ED ,/ jI SHELF INVENTORY �j y ! 01 FOR ELECTRICAL CONDI*�. --�� A-25cc I A-38 COORDINATE WITH LAN&L I D S VOICE JACK HC �. . _._ ___. _._.... ..... µg 0i REPRESENTATIVE. STUB ' � C6 CONDUITS UP IN CASHWRAP. --- '�+ FOR MUSIC:"::`°_•_, cn FITTING I I � 1 ;� E • LO ROOM 3 ? I� �ILO a` "�° 00 � : w ` ' i _ ; ! _.__.... . 1) DUPLEX OUTIET �-� ( I _ _._.-...-___ R FAX i? > - _ _..__. _._. - -.. I FITTING FITTING I ---�' ;.. t n I ON UPS #3 ! J i ? 1 ia...-^sc.•.r�n. xx..._. - ...nzcxx.-s.., ..x� - ". T A • l _ - : ......... _. .tea....... ._s.d-.,... ; ROOM 1 ROOM 2 __.----------.__..-_.__._._...._...._........_..-_ NOTE: MUST RUN IN "'-- PLAN CONDUIT,NOT WITH HOUSE POWER z 4 MNGR'S DESK ELEVATION PRINCI'V.u.INrKuGE 1 DATA CLOSET FLAN E3.0 NTS HHI-I E-3.0 1/4" ' 1 6'Vw 'V = pioju r AIANA61.1 I' EM -_� . DIIAWh DATA SYSTEM ISTALLATION NOTES 66 PHONE BLOCK f1P/GB .----- PATCH PANEL PHONE SYSTEb NO REASON DATE • 48" AFF AND 72" AFF. 9. COORDINATE LOCATION OF THE PHONE SYSTEM. 4. THE AREA WILL REQUIRE THREE 32 8Y 30 SHELVES TO BE INSTALLED AT 24 AFF. . UPS CIRCUIT 2 ( 2. E NEMA L6-30R RECEPTACLE WILL BE INSTALLED UNDER THE BOTTOM SHELF AT 18 AFF TO SUPPLY POWER 1A, yrG10E AND DATA PATCH FANELS WALL BE AT THE 7" AND 8' HEIGHT'S OF THE DATA CLOSET TO THE LEFT OF DUPLEX OU TLTS SET � ' PHONE SYSTEM. .-____ _ __.. _._-__ TIGHT TO SHELVES ! FOR A UPS UNIT. THE T - ....... v- ..... —PHONE SYSTEM UP 4 HOUSE THREE UPS CIRCUIT PLG TALCS. ALL 11• THIE. D-MARK WALL BE EXTENDED FROM THE BACK DOOR INTO THE DATA AREA. '�,- � CIRCUIT #2 JUNCTION BOX WILL BE INSTALLED AT 18 AFF TO OU TILITY (A-3S) I 3. ONE EI.EC'tRICAL � t-- -- --•• t-- PIGTAILS ARE TO BE 60" IN LENGTH, LABELED WITH THE CIRCt"T THAT THEY SERVE AND HAVE A 15 AMP THE TWO 1" CONDUITS FROM THE CASHWRAP FOR VOICE AND DATA WILL BE HOME RUN TO THE DATA CLOSET MALE PLUG. ELECTRICAL CONTRACTOR SHALL PROVIDE PASS do SEYMOUR #5965 15A. 125V. 2-POLE, 3 MADE PLUG ENDS. 1-. STUBBING UP AT 9i' AFF (1 FOOT ABOVE. THE PATCH PANELS). ' l INSTALLED ON THE FRONT WALL FOR UPS EMERGENCY BACKUP _ ,. � ATA CLOSET STUBBING UP ! •_ __ ! I REFERE CE ONLY I 4. THREE DEDICATED CIRC.i1lT DUPLEX OUTLETS WILL BE13. THE CONDUIT FROM THE MANAGERS OFFICE WILL ALSO BE HOME RUN TO THE D AT 16" AFF 6" APART. AT J' AFF (1 FOOT ABOVE THE PATCH PANELS), too ail! M I to NOT APPROVED LTH THIS Pf RMIT HAVE BEEN IDENTIFIED: 5. THREE UPS CIRCUITS A) CASH REGISTER LOCATION 1 (1 DUPLEX CUTLET) WILL BE ON UPS CIRCUIT 1. 14. VOICE/DATA LOCATIONS: B CASH REGISTER LOCATION 2 (1 DUPLEX OUTLET) WILL BE ON UPS CIRCUIT 2. A) ALL VOICE/DATA LOCATIONS WILL STANDARDIZE IN A 4 JACK HOUSING. TOP 2 FOR VOICE, BOTTOM 2 ir1 un �.,, •er ''s' L BE ENHANCED CAT 5 STRAIGHT THROUGH C) MANAGERS OFFICE PC LOCATION WALL HAVE 1 DUPLEX OUTLET UPS CIRCUIT e2. FOR DATA. ALL RUNS WILL D) SERVER LOCATION W1L•L HAV-' 4 DUPLEX OUTLETS 3' APART AT 60" AFF HEIGHT BETWEEN THE SHELVES B) THE VOICE JACKS `ILL BE MARKED V1 - VXX. 607h ON VOICE PATCH AND AT JACK HOUSING. _..._..........._..... ..........__ � ON UPS CIRCUIT 3, C) THE DATA JACKS WILL BE MARKED D1 -- OXX. BOTH ON THE DATA PATCH AND AT THE JACK HOUSING. �g 2) DUPLEX OUTLETS E UPS CIRCUIT FACE PLATE NEED TO BE LABELED WITH TAE CIRCUIT # IT SERVES AND MUST BE ORANGE IN COLOR. 0) THERE W!LL BE 2 'ANCE/DATA LOCATIONS AT THE CA, 4WRAP. ONE FOR EACH CASH REGISTER LOCATIONS. 3" APART BOTH ON L.. UPS t. UPS 2. OR UPS 3) E) THERE NA BE 1 VOICE/DATA LOCATION AT THE 180 AFF IN THE MANAGER'S Oi-FICE UNDERNEATH THE UPS CIRCUIT #2 ( DEDICATED DUPLEX OUTLETS MONITOR AND KEYBOARD Is. ADDITIONAL DEDhGl1'ED CIRCUITS WERE IDENTIFIED IN THE FOLLOWING LOCATION'S: MANA GM S PC LOCATION. (THIS tS IN ADDITION T.� i�;dY JACK LOCATIONS SfaECI17ED BY CHRISTI). ., F) THEIR'i WILL BE 1 VOICE/DATA LOCATION AT THE 60w AFF BETWEEN THE SHELVES IN THE DATA CLOSET CI (3) SEPARATE OUTLETS CTRICAL J-BOX (FOR U.P.S. A) AT EACH of THE 2 CASH REGISTER LOCATtONS to QUAD OUTLET 2 1/4 APART FROM THE UP., Ou w FOr� THE STORE SERVER. CIRCUITS #1. �.3 OUTLETS 8 CIRCUITS �1. #2._#3� lM1i (3 DATA rLOSFJ'I' • TO THE SHOULD BE Ui�^ERNEATH THE STEREO APART (BACKUP OUTLETS 15 AMPS GROUNDED "PIGTAIL " S) A DUPLEX OUTLET WILL. BE INSTALLED AT THE 60 AFF IN INE DATA AREA BETWEEN TILE SHELVES AND 3 G) •TF"E WILL BE 1 VOICE JACK FOR THE STEREO EQUIPMENT AND �# 4 [IIJPIEX OUTLETS. LOC/1TlON. WHICH IS OVER THE MANGER'S DESK. SHOULD UPS FAIL) WfiTH 3 PRONG MALE PLUG PLAN , TIGHT OF TWE UPS H) THERE WILL BE 1 VOICE/DATA LOCATION AT 18' AFF IN THE MANAGERS OFFICE UNDERNEATH THE MANAGER'S PIGTAILS SHOULD BE 72" LUNG. 7• A KEYBOARD SHELF ON RALS WMl BE YN.'5TALLED UNDER THE COUNTER IN THE MANAGER'S DESK WHERE THE PC PG LOCATION. THIS LOCATION SHOULD BE LABELED AS "FAX" AND ALSO SHOW! THE FAX PHONE NUMBER. EMA L6-3OR ON DEDICATED 1) THERE WALL. BE 1 VOICE/DATA LOCATION AT 36'" AFI' IN THE MANAQER'S OFFICE ABOVE THE DESK AND TO I.G. CIRCUIT (A-41) ^ •�� w ! WALL BE INSTALLED. 'INVENTORY'- TK 6. THE STEREO SY3'1EM WILL RESIDE A90'11E 11C MANAGER'S DESK. THE DIGHT OF 1HE MANAt�R S PC LOCl1110N. THIS LOCATION St10ULD ®E L.I� ! z . I I � - --- �3QATA CLOSET ELEVATION NOTES� �.o NT•� 625—3286—®1 I _ DATA PLAN KEYED - I z pEOPL:E COUNTER SY'STE'M. Cn.M MOM=. 0.C. TCD PR+ONI X 10 EMPYX OONDUIT 7077 QPANGFW00O AVE 0211 TWD DATA MOM. PRONDE ACCESS PANEL. COORMATE EXACT LOCATION WITH LCI [ PH.714 34137GWVE,GA 4'1641 10 PRI11rECT MANARiO. " PH,i 1 04-729: 01/08/07 E www.HNt3Cl*dG1*ERN G.GOM .l. ! I I i 6 , o , e ti I �V 1 r ,. r a 'd r A r ,A a .iL ... .-..:..._.....a .y.....s-: ........ �a��r YL�rru..alu.nl.o.•.tlr'I.IIi014�fs41.11FIliY• W............. ..`.i.hyy.1tl-..-�.....,.. :. :.�.-�..,._.. :'. ,- ... :. .... i, _; ,�. v. ---`-"'/�ilYl'M;v `'ifli.t„`_�� w�..........- s.�.='=.�.....s..=.wa.w..,.u.,w_....a....v,::v..w'w:�....__.+�.�.-;+w...w.na,,.w�-........�...:.�y--.-.,ur.�-��-.+.�.�r+.*re«vsu..,,.....Nc..wy.a1=.w�vtu+��...�.��rw.._.W...,._u....,... >..wr...r....aruc'�..�..,crW:..�..._t�,v....a+.y4u.........,.�._�•...a...>.nccarw„Kur+ir:�:...�....rw.:u..:.:ss.. ..'WMYYLt ..c�k OLi .._,_--_W.dwc.r.i..,-.._."-. r.� iuY YiY1iYWLL. +Nue.'r�wr.rt.+ay..�.M :a.....�J':r.I.Yi:.c,rYiM4u•.... W14oJ1YwAw.uw.r�.i► .IIIY]I1iL1a15W1Y19iLiiYr�.. ,'�y ��<www+,+.r�tuw4n,W.iiw4M+wr.aaYt.:r........u4.ww.r.wid.:walWutk�u ..�' -- rrrrr�rrrr.rr_�.. rrrr�r�rnr��i�wr�.�ie_rr�wrol�...l�lra.� � �w�� I I• VOI.TAOE : 120/2W V, 30. 4W NEW PANELBOARD AAWN BREAKER: 200A ` C` AL LOA® 1122%208V. 30. 3W. 6OHZ DOUG ROBTDOUx, AM _ MOIIWTNNG : SURFACE _ _. _...._...........__... _._..._._.__._.._. ...._...._.__......._..___..._.__..._.........._.____._._......_.._........_._...._ ._._._..........._.____ .._.__._.__.._._..._. ARCHITECT J ! LOCATION . BASEMENT LEVEL � ACTUAL, I POWER ACTUAL ! N.E.C. N.E.C. N.E.C. I r 6U5 22 DESCRIPTION CONNECTED ;FACTOR DEMAND j CONNECTED DEMAND DEMAND { 2 KW VA t KVA _ _. KW VA _ -:.-...... ... � FACTUIt KVA 1 IAC LTG. CI DESCRIPTION ,• ................. DESCRIPTIOCIRN LCL ""�---_. _._. .__ ._».. .::.._..__� _._. _. _. _._»...._.._._....:-:-:...:..-:---.-__ -... ....._......."........�...�.._----_........--w... ...._.._.............-...._.. ENO _._.__.._..........._._.__._.��1�1P A...__..,L_......... ._.._.._...__...Se..._.._. t!P.... .....__ ...._._.___...._....__.._...._-....._..._...__..._NO.YOQ ......__... UGOi11NG 3.240 1.0 3.248 3.248 1.25 4.060 _....._._ _....»» ...__. ....._.................._...._. j t I _.__....... ..._........._I _ .....__... .__..._.......__._..._._._.._ ..._...»_.._._..._... ..... .._....._ ......_........... _. _......... .._........_......_....._.._. , La 50 3 FPVAV- 2 !- 1.......EX/�!�....................._._..................__..__.._..._......Y 20 I......._-- :::. . _.._._.._.�_.. .. ... _..........._ ___ ...._» ..__ ... _.._4_•• `TRACK LIGHTING 7.500 t 1.0 ' _7.500 7.500 138 . 0.150 10.350 41 3 TOM.ET TOCK AN _. 1 i /S /F --'' 1 I SFIOW WINDOW 14 X 0.200)- _...._.. 0.600 1.�p 0.600 O.d00 ( 2.200 i'� 5 WARE L......»._.......__... _...._._... .._....... . _....... ._......_.... _._._...._._._.......... 0.____ ! LIGHTING ALLOWANCE •}0.600 c i 1.0 < 10KW ---+--- 7 biJ dnuat axd for deli rlwryn mr the SHOW wpm � 1 ! (RECEPTACLES 8.200 1.0 1 8.200 8.200 0.5 REA1t1" KW 8.200 ! '� �" �'�"�� c A 7 20 r1 ADT 8 .............._. _......_.__..._. ... .. ... ... 1 �R I L.......... .. . . ...._..._»_....._._-. .. ....__.._....» .._._._____.-_._.__._....... _......_._....... ...........__...._....._............................................................._............_..................._...__......-.................. The Arsbitert. The rodwrtiwr, x or atter xn _ ENTRY LIGHTS ___._... !_2GQs ________ _._.__ I tyr.r drvrond rrlboxt lbar Dillon roamv i r � ! - SF109�I W�GMI ! �-' (MOTORS I 0.000 1A 0.000 0.900 1.25 I 7ba d mrd is rex ext sill be nr ro A g FPVAV CGNTROLI 10 I- _._..._.._..__. ._;.___..____._, _---..._.____ _...____ _ _ _...___._-_ ___ 000 . P l l b _.__.__.__._... _.__.- --._______ __._ vo TRACK LIGHTS .._....__..__....._.........._.__ ._.........� _....... ._... ....._._. '... 2p1��. . . . .»....._ � �FlX!"D ELECTRIC t " w 16.500" Aw6donion. I { A 11 SIGNAGE ' c - _........__.LIGH1MrG CONTROL PM(EL1 Z ` SPACE HEATING _.. ___ 16.500 v 1.0 16.500 16.500 1.0 v i _............._..... __.»_ _......_ __..{ .''_..._2 ».....___.._.._.._.....__..........._....---....__._._....._........_.... I f R DITIONiNG -- _ __ _......_..............._....�.�...+................_ .. � �� ' i4 f !S�� 0.000'0 0.000" 0.000" 1.25.""• 0.000 I m { 8 13 SALES AREA riew.nr.r t�EA I t STOCK ROOM REGI t._.. _ _ ___ ;ELECTRIC WATEOt 4.200 I 1.0 4.200 4.2tDQ 1.25 5.25 Ep PRQt' y 8 ' 15 FITTING ROOM MIS _- 1 SEGIIRTY ld I j.__._._.._ .__..._.___...� __ _._._._. ........ ._............ ...._....__...__..._......._.._..._...._............._._»__....__...__._. _...._.........._.........._..__.__.1 Q� 1 HEATER _ 1 SHOW omm 18 A ! ' MISCELLANEOUS 0.364 �_...._1.Q._._. .__._ 360 0.360 1.0 0.560 111 17 EDH-1 ! 15 3 1 ! �_ _._._-�._.....__.. ___.. __...._.__......_._..... _.._......_ .._._.........._............_..._..__-....»._._ ._...____....._......._._.... i _.... _...__.._...._.__._._....__.... _. ...1 RECEPTACIIE _ __ ___- _____ _ _ 7478 .s _ _ - ....'g...__....... .._._.........._......................_._..__._.__...__._» ..... �_.. ._I J ;,�......_...._....__ ._ ... . __�. _ _......_...._ ....._ BOARD; 20 ! TOTAL 40.408 _40.608........_............40.608...._. 47.120 i ..._. ...._.. ,_ ._........... . _ �......._._._..__ _._..__ _ . ._. ..... __._... _._........._...._..........._._ r . 1 i 1 ._.._ SAM-�-REC RECEPTACLE W22 NOTES 21 I T2 _._.__. ..._.._. ____ * USE GRE,�,TER VALUE OF THE TWO CATEGORIES III H ............................................._............................__-..._.... __ .............._.........- ----r-..._._ C 23 SALES AREA TRACK LIGHTS 20 1 v � - ,�'_�f- ' SALES AREA RECEPTACLE' 24 I { 1r1o11 1.1, 9 �,�7 _ -- -i- - "" N.E.C. ARTICLE 220-12 REQUIREMENT (20OVA PER FOOT OF cu., C 25 SALES AREA TRACK LIGHTS - 1 ,, � _ ► --- SI O/DEAICATED 0►t 26 { SHOW WINDOW) MINUS ACTUAL INSTALLED SHOW WINDOW LIGHTING VA. I I 27 DEDICATED REG r 1 +"" N.E,C. ARTICLE 220-12 REQUIREMENT - THE GREATER OF 1.-X)VA PER 2 FOOT OF C 27 , SALES AREA tRACI( LKiTS : = y s 28 ( c . .......__........_............................................................................._..I..............._......�..............-----I`............2UOj. ,L.... .....{..........}._............................................................_.........._..t._._... TRACK LIGHTING) C�IFt ACTUAL INSTALLED TRACK LIGHTING VA. { �'� 1.2�.....� 1 O' C 29 SALIM AREA TRAP( LIGHTS i t 1 i ! s DEDICI►TED REG �2� 30 _....»......._... ................................_............................__L...... �'_.....21�...........i..... ...�._...........___.__._._ _ _____.__..»_._._. 12570 OF THE LARGEST MOTOR OF COMPRESSOR IN SYSTEM. APPLIED ONLY ON ONE UNIT. i C ' 31 SALES AREA TRACK UGFITS ! � " { i DEII07M REC. f3i 32 � I � ---___. ulow � + r 20A I. SPARE-1_ ( MINIMUM FEEDER AMPERAGE I i� ♦�1 Milss 7 C 33 SALES AREA TRACK UGIM ! Y 1 , i --- 7 i 34 I SYSTEM VOLTAGE x { � � 1 ✓,' 1 UTNJ]f RECEPTAtXE� 36 ! I 47.120 X 1000 130.9 AMPS l EXT{ 200 dAo�1P f 1 A.�►�E1�IC� 1 C 35 SALES AREA TRACK LIGHTS _..�................e. . __....,E»...._.........._.__!c'`._.._.1&1._. ...._{...... _... ._._.._... .__..__-__ ...........- -_..__..1._._....... t ` ? x , roIIrouef s ............................__._._....................._............._.................................................................. ............._...........-....................................... _- -...•___..:..� 37 WATER HEATER 120 i 2 ! t MANAGER'S DESK; 38 _._. .. . i..... _...;_.. ...... ... 3f i ..... _._ 1...... _ _.._... . _...__...................._ 40 i 1 ._._.__._...._._ 39...._........ ......_......._..........._.»._._.............._._.......__...1_.... .....!..... ...... 72 4--1 ---- P.&& RECEPTACLE', I!! 41 UPS i 201 1 `1 I 42 UPS 6AC0(LIP LOAD PER PHASE: (N.E.C. CCA4NECTED) 113,60011 13.528; 13.480 `� TOTAL VA: 43.485 VA cu U I LCL O 25R PER F?V,SE 930 972 975 O I...._._........................._............................................._.............._......_........»..»_. ._.... _-_•__. ........................._..............._..... ........................._ TOTAL AMPS: 120 A C 14.530 14,500: 14.455 TOTAL LOAD PER PFASE:(N.E.C. DEMAND) I i L............._........_....... ..........._.........................._.........._.....................__ ._...__ .»...._............1.._._.....__...._................._........._.._........_......................................_....._...._.._.._.... . _.. _._........_._.__..__..._..._._.._..._...__.._..._.. _._........ (D cu � M nn CN �M c: titi a to 0) rn it 00 i o 0° cur t o o rn c� Cc LIGHTING CONTROL PANEL U) : _ __ _ - - - .--- _ _ _ _ - -- �- - - - - -- - - - - - - _ _ _ - _ _ __ ___ o i I A-7 I ui LEASE UNE I A-9 I � I A-11 I � � I ZONE A A-18 ( Lo A-12-Ell -- I 0) LANDLORD SPACE TENANT'S SPACE TENMIT'S E.C. SHALL FURNISH & 24 H!7/7 DAYINSTALL 2'C. 4/3/0 THHN + 1p4 I TIME CLOCK/S'dYITCH CGRD. FROM L.ANDLORDS MAIN I WITCHING BOARD TO TENANT'S PANEL 'A'. IF NOT EXISTING. I I " I PRINCIPAL IN CHARGE - r HHH -' -� -- CEILING LEVEL SHOW WINDOy ZSIQN &-RECEP� I Pxop,.-r MANAr,ER EM ; SWITCH STATION LOCATED -EXISTING METER ENCLOSURE & IN ACCESSIBLE AREA. I DRAWN M SOCKET. TENANT SHALL COORDINATE WITH THE I A-13 AP/GB PROVIDE THE REQUIRED METER PROJECT MANAGER FOR ! A-15 I No REASON ANTI` PER UTILITY COMPANYS THE EXACT LOCATION. I SPARE REQUIREMENTS & GUIDEUNES. PANEL I Sb�/ `T , ZMIE B _ SPARE I . . I l Nib i 20,/208V N A-12 I I 2UOA. 30. 208V DISCONNECT 30. 4W TIME ---- C ASCO LIGHTING CONTACTOR OR I --� I APPROVED EQUAL (TYP.) I SWITCH PROVIDED 8Y 200A CLOCK i r e---T - LANDLORD AT TENANT'S M.C.B. I L w -i I I I I EXPENSE. FIELD VERIFY. N) -LIMITING I I CONTROL I I I i I PANEL I I I I -------- - - 1/2-C. 2f 12 + 1 f 12 GRD. NEUTRAL F� AREA UCHTS LQW LIGHTS I I I I A-23 A-31 EXISTING !ANDLORD 120/208V I A-25 A-33 I fit' MAIN A RO WI FIELDG/ME7Y. ING I A-27 A-35 i R Tll L_--�--i s_------� i ZONE C - -- A-29 ARE I SOT F+ppROV F.n I I I I E I I i nmw, n. LOU � C C I I - I ELECTRICAL 1 I PANELS & RISER UOTS - HIC,}I LIMTS I DIAGRAM I --- -- - - -- - - -- - .-- _ _. - -_ -- - -. - - - - -- - - - --.__. --- - -� _ELECTRICAL RISE .. OIAGRA�I (ELEVATIOt�� NO SCALE LIGHTING CONTROL DIAGRAM- 625-3'86-01 NO SCALE z 7077 ORANGEWOOD AVE.#211 s GARDEN GROVE.CA 92841 PH.7144193-6157 p FX.714494-7294 O VOW i WWW.MMMPNGINEERING.COM E4.0 r 7 of I? -�#yx"s..�. f WrMdMIMS11MFR1aN'hhlYE!lMxlArtl MMM10 10110"" n �►, tp` 'r;nub!•,,�w'y+�+"M�Mo�.m+�1,�p�•"'..- - - ..�.�......�...._. .Y'.__.zi..::�_...._.:. _:_. _.__ ... .._._. _ _. ... _...�. ,�.1,.3•m...&>W. .. .:...a;a.,,�....�._.. ._:. __:31. ... ..,.-...ds . _._....,...._ ....._..,w.,__. ..�.,.,_a_-,_a._.rC+d....oar..➢vw�.y.w.,...,aJ1tzL13. YdidV1 .�S'v,.:�...�. .___. _.._..e...v.__....kk`�_.a,,._➢�.w......n_.A:..,�_ :... __.. .._.._._ ... .,... ._.__ �..d.__ _ _..... . ....._. _ _ .. _ ,__. .....-_,...J u..Y.1 r� i.. . •'.+..:' i,'r. .., ,..:: .. . ..._.. _.,...... ,. _._. _.__".: .. .. ,.,.y.. -...wi►W..1.,r.wr+r..V.:aW..4Juww.V'MWu.44SW.. '1MSwH.ia,..ur-r.r:,.Y.Jau..,w:�r.Y(.raw-Y,.4w wr,.v«..r.• an .w..,4sr +wu ww ilrW`l L.W -YiL t.ar 1. ..�,....,.. _... Xv ��rr ..•.....w..... ..._,. ,.. �.,..._., .. d'.r .. ...,.. a'.�a.w.«...a.sa.• - ,,.wwn,,,;,ry.rw;i.......'........,a. d. ..w..w.r....+,..:yww,.�. wrr,rr.FwIk14Ytw��.�.., YYrWurauNsw..:a.a.,.we...,..rd:a'wlr..wr.Iwo.�..,.;.,.:...Awawl..v...wiW.�:w3.iww.i.r6..w4�Rw.r:1 .:....;, .:,.,.. .....,....a:u.a..r^ilwkiri.n111Wtii► ti'.: �,..u,..... ... _.. Y .• ••---- .-..y,v,,,,,,,, - i�r94r.;uhww«....:: .r..v.•rr.r..- _. _- ...a+i.....r...�:.�W4arw4iuJuiWIwY '�YYY.da.u-�wxi...Ya�Eawew.gl+6.n0(tuAfrSiY[w. ..».+..++.+rr+.wr.w+y al ..-.. - , ,u.... xa.sr7..: -'...rti•.owr r..ur: :...Tri:...«kw: �. ..r,...n 1• 1 I< DOUG AROBID I ROBIDOUX, AIAIA1= II I .I► sPrr..'iFIG;ATKM A CONTRACTOR SMALLOT RESPONSE FOR HISOWN ACCOUNTS. NO APPROVAL OF 13. MiME: OOF'PlTt EIIIIlCJAI7001"E.10 7AOEINLIIAL YliiE. 00111JIL ELAGINIC. 16. FIRE: AL/11Y OVA= (IF mmmx x MAMMALS 00'M ACCEPTANCE OF QUUANTITI'r<S ROME xMFIw oft Ymm/fHwN. COLOR CODE 70 HATCH EXISTING OR AS 2 A. CONiRACTOR ORN.Ia►`rT101r¢ I. scam INDICATED ON SCHEDULE ON DING E1. NO WIRE SMALLM THAN /13 ANAs FOR � A. MUST BE COMPATIBLE WITH EX�IG CONTROL AND AUDIQ E04.WMENT m ;iUB,INT SIIG:It� DRAWINGS FOR AI,.L. ELECTRIC EQUIPMENT USED FOR THINS OINK. 120V AND MOVE. PRONIGE /10 AWG WHEN LEDNOTHN OF 12 WiRE OGCEEDS 100 PANELS; MUST BE IN CONFORIMNNCE W/ UL AND (.'SEMI • M1! EIU�iHiTTNO A . THE COIl1YUIC'TG1R. HIS AND TFiEMc A PROVIDE A GIOiMPUETA: AND WORKING INSTALLATION WiTH ALL kQU1PMEM.' B REJECTED, DRI+I�IMKiS T LTE ;REVISED AS DIRECTED AND Rf5UB1AIf, FOR OF ELECTRICAL AAI ObiTANGE, SOLID UP O AND TLE L H O /6 AND ABOVE '1} sL1PPLIOTS INDICATE tUNlOERSTNIDIIiti OF AND AQREEMENT WITH THE TERMS CALLED FOR IN PROPER OPERATING CQIdDfTIDNAL DOCUMENTS DO NOT SHOW FINAL APPR()1/AL STRANDED. ONLY soLTTD A1fPE WILL SE ALLf1tlIlED AT ANY SCREW TERMINAL B. ALL IMTE13UL.S WILL OT FURNISHED THROUGH BUILDING'S WE SAFETY LO OF TTNE� BPEICIFTCATIONS. F1UR'TFE.R. THE CONTMN:TOR A�01lEES 7H4T, IN IDR LIST EVERY CA�JM T�' OT PIKDVIDED. IF AN iTEIII IS NOT SHOWN OR LI:Rf.D EQUIPMENT S`UPPLMEIt. PROVIDE POWER SUPPLY AND (ACCESSORIES AS 1 OEIAEItAL. T1PfA'.ETGATLONNlI MALL OC�AOERiN MM:THODS AND MATERIALS AND ARE AND CLEARLY Nk�II1Rif FOR PPRCNPER OPERATION OF EOINPMENT WHICH IS C. SHOP LDRAYiANGS SHALL 3FiCIM: 14- � REQUIRED OF HI FOIA.ORlIED DURING TME COURSE OF THE 4cToltLJCTIDN ASA ,INTER Oft EVER DE LIGE ITEM PROP AILOWs THE sYS6 TO FUNCTION OF LE1ibY. OBLIGATION M E1GIjd/TlON OF COMRACTOIt'S CONTRACTUAL PROPERLY AT NO ADDITIONAL COST t) PHYsK:AL SIZE AND ARiYA?EflEMENT OF EQINPGEbIi. MJClI1DRJ0 LAYOUT OF A. IdROUNDMItC (CONDUIT ONLY NOT PfJiMM7En): C. ALL FIRE/LIFE SAFETY UEiACES ARE TO MEET ADA REOUMfl1ENT5, EQUIPMENT NV S.yACE ALLOWED. NNCLl1DING BUT Nf0? LUIMIT'ED TO 110 CANDELA OUTPUT FOR STROBE l.lf#CTS �� Ffis0111 �� i"!EG'.O,IE �, 1) wHE:fiE SHOWN: GROUNDING OF TWO TYPES: ISOLATED QPtOUNDIMG FOR I � I.E.. SUBSTITUTE Mrf.N►g0i OR MATEElIALS. TIME CHANGES Olt OTTER 8. PROVIDE. RENOVATE. OR REODNFlG1URE PORTIONS C4" EXISTING LL. S B MOTDIPM.11TWNS. THE CONTIIIM'T'TOIt RECOGNIZES THESE ER BE 3-PHASE DISTRIBUTION O SRECID I AS INDICATED WITH CODE 2) WIRING DIAGRAMS Of ALL EQUIPMENT SHOWING ALL CIRCUIT OEVHCES, (� C AtAlIkEO TO 9Y THE DESIGN PROfE5310NAL C1f ItE00R0 PRIOR TO THAT 511E GROUNDING A5 IIOiCN.,fD ELECTRONIC EQUIPMEINT, EQUIPMENT � FOR SAFETY SUPPOSES iLi E)rlT' LIOFff11e LION9T F1DCTlNtlE ANT HIAVTHI DESA Gi PROAL FORCE. � � SIZE, TYPE. faJrCTRICAI_ CFNf�'ACTERISTTCS. ETC C�a� C2) ) The drebife ad w d odmtboWKon�+'P^� I O A QUAL. LTTE SERIES OR AS RsUUILDIING' STANDARD DICTATE The Arcbih�t. :7x nprodilr,'ion,cvpyiwg or other w�u I C. FURNISHNEW LIOFCTING FlATURES. LAMPS AMD ASSOCIATED foROUNClS. 3) SAPPROPIRIATE DESIGN FACILITIES I'IlCNi:1L`AIIONS FOR ALL COMPONENTS, INCLUDING LAMS FROM 2} WHERE NOT SHOW: EQLUIPMENf GROUNDING FOR SAFETY PURPOSE o'tln:derrr+n IvitJ�oat their Imamrosferrt it � on �1,a„n.,� WPM AND CONDUIT (1) WIRE) B. GREEN ON WHITE/CLEAROR I$ REQUIRED BY LOCAL CODE AUTHORiTIE3 pmhibited and any ixfrixge+lernt wsll ix nbjtd to i PIMCNC TIO THE W. MIOO?PEI"TNC CONTRACTOR eW0 HIS SUSCONTRACTM 0, COORDINATE OUTLET ANMD CUNDUfT LOCATIONS FOR TELEPFiONNE/'CATA 4) RELX)MlMENDFD iNSTALLAT:ON PRACTICES B. PReyVIDE BOND WIRE (FA) N ALL RADEMAYs, INCLUDING LTDrimNGi CIRCUITS. 20. CIS`AfNMiNfi AN►ND PIICJ'PDTIOik lebwlxriox. � SiLE. PER, NEC 20-SF's >aIWJISIT , VTHE SiTE. INVESTIGATE ALL FACETS OF THE EXlSTItdG ELECTRICAL WIRINGDfSTi?DllT1UN SYSTEM WiTH TELE/DATA VENOOR/iN5TALIER MDTALL/1TiON AS PREPMATIOM TO SUBMITTING, AN ACMATE. REALISTIC E FURNISH SIP � AND EQUIPMENT DATA FOR THE FOLLOWING: A KEEP `TY. REFUSING CLEW AND FREE OF REFUSE FROM THE WORK UNDER THIS m LID. UNDERSTAND ALL INtERENT DM'FiCULT1E'S N EXECUTING THE DOM E PROVIDE RECEPTA'.LE3. CONDUIT, WiRE. PLATES AND WNW DEVICES A5 C. PROVIDE INFOL OW: GROUNDING CONDUCTOR IN ALL BRANCH CIRCUIT SECTION. REFUSE AND MNASTE: MATERIAL MUSE BE REMOVED FROM THE NICiENi, KINDLY WENT MAi+MER OF EFFORT AAD WHICH MA1I:RML.S t1NL.L BE SFIO7VN ON THE OKD('S1MlONT5 LIGHTING F'IXTIDRL''S. F'AfIIEL.UMSAROS. CONTROL DEVICES. UE"E SAFETY WIRING AS FOLLOW: BUI,DIPNG IMMEDIATELY d PROF EQUIPMENT, TRANSFORMERS. ALL TYPES OF WIRING DEVICES. C11M:R C( REQPJMED 1O PIlO04ICE WENT IS CALLED FOR. AND bE PREIIARED TO MANGE 1) FOR STAWk1FtD GENERAL USE 120V 3-WALE fINdIJNNDINO RECEPTACLE CONNECT B. ALL PARTS OF THE EQUIPMENT TO BE 1FSOROUGHLY CLEATED AND FREE FROM COST SAIVIIOS HAT RECOMMENDATIONS TO THAI: M WH TEAM MMEAE F. SMV.VNTESTINTO THE DOCUMENTS SATISFAC71ON OF THE OWNER. AR�'"rNfTECT AND YENIANT OF EQUIPMENT AND MATERIAL . REQUESTED .��T , aMPLar�xfnTw... Of SAID SUGGESTION WILL INCREASE THE PROJECT VALUE ALL ELECIRiCAL APPARATUSOROUiNDIM3 S^_t?REW ON DEVICE TO BOND MITRE AND (O BOX. (5 WARE CEMENT. PAINT. GREASE. PLASTER AND GIRT. SURFACES TO BE PAINTED MUST lNTHOUR /. REDUCTION OF THE CIVFDtALI. QUALITY F. ALL iINCdER1AL,s OF A CTVQI TYPE. e.g.. WALL SMiiYCHES. PLATES. RECFFLtG'I.ES, SYSTEM - 3 OOiN04DCTORS. 1 NEUTRAL. NEO) BE T14OROl10FNLY SMOOTH AND CLEAN. ALL SURFACE FREE OR RUST T47FBI rn G. ALL FINAL COItiINECTICrWS FOR LINE VOLTAGE EQl11PMENtT FLIPJVISHiED UMIEit ETC.. SHALL BE OF A SINGLE MANUFAICTURFR WHOSE EgUfPHlENff LT IPI FAMUJRE TO VISIT SITE AND UNDERSTAND ALL ASPECTS OF ,NIDE ITIS TASK( AND 'iiNIS CONTRACT. F"tKtWSHkT1 BY OWNER EQUIPMEIdf, AND CfFiER EOIlIPM1ENT C�.R'i WITH BUX.DIHO STANDARDS ANO ARCHITECTURAL, REQ'JIRE111E#fI'S• 2) FOR LSICIATEL? 12OV 3-WIRE CROINIDMrG RECEPTACLE tXaNNEG'T ISOLATED C. ALL EnUIPMt£T1T AND ALL WORK UNDER OTHER SECTIONS OF THE E a � I THE LEVEL OF PERFORMANCE REgUIlED WELL RESULT N NO EXTRA �EWOICA�ElNTS ITCLUDNNGi SUPPLEMENTAL INFORMATION AS MULTIPLE MANUFACTURERS FOR SAME PRODUCT NOT Pt7RMICETED OEiOlIIiDpNG GXNNDLDCTC)ft DNtECRY TO GREEN GiROUIWINNG SCREW THAT E SPECIFiCATIOPIS MUST BE KEPT FTtfZ FROM DAMAGE AND DIRT FORM THE ' COMPENSATION FOR THE OOMItACiTXt ISOLATED FROM MOUlNTINO STRAP. CONNECT LIIOND WARE AS OESCRIH3ED WORM UNDER THIS SECTION . . G. FURNISH (6) COPIES OF LKr'FiT FIXfIURE CUTS (IN BROCHl1RE FORM AND AFJO�iE AT 81 (F) WIRE SYSTEMS - 3 GONDUCIO�s. 3 N��UiTRAALS, 1 EG, 1 IG) FryR C. gTORDMLiATKUN: H. WHERE DGICO NO LIGHCT F O(TUTtES ARE SHOWN TO BE Rty TUFASED. REPAIR ETC.. S FLYLEAF N WHERE MULTIPLE TYPES OR ;ANALOG 21. (WP MYBNFRE ) REPLACE AND FIELAMP DAMAFrE1D EQUIPMENT. MATCH (E) LAMPS OR, IF NUM(r:IERS ARE SHOWN ON SFIEt"TS. UNDERLINE OR OTHERWISE SUITABLE 3) PROVIDE SET'ARATE NtlJYRAL FEMt L.IGFft' FIXTURES 111TT11 SOLID- STATE AFTER CONTRACT (OR LETTER OF MiT� IS AWARDED, PREPARE TO CALL® FOR REPLACE BALLAST'S AND LAMPS WiTH 78 AND ELECTRONIC IDQNTTFY PROPOSED EQUIPMENT' ELECTRONIC BALLASTS A STANDARD DiSIRIBIJITON DRY TYPE: UL LISTED 130 DECREE CEl.S1US RISE. 1tMt ON AFTER � IMARSHALL NECESSARY PROJECT STAFF AND WAN TO COORDINATE ALL BALLASTS. B LIGHT FIXTURE SCHEDULE INDICATES MOPING CONTRARY TQ THIS CJ,ASS. AND SOUND RATING, KVA AS NOTED. STANDARD TAPS: (2) ABOVE , ASPECTS OF THE ELEG"IRICAL IGTALLATION WITH OifINER TRAf'iv5, EQUIPMENT DIRECTIVE. R SHAH. TAKE PRECEDENCE H. DO NOT SUBMIT MiFORMATION MORE 'IHNiW ONCE FOR EQUIPMENT iLL3tEADrr AND (4) BELOW NIOiMLNNAL MYINUFACTURENt: SQUARE D OR APPROVED EQUAL SUPIPLIERS. LOCAL UTMJTIkS, THE CYLMHER, FINS VENIOCIRS, TINE DESIGN APPROVED UNLESS SP'ECI1CJLL1Y ASKED. REPEATED SHOP QRAiA1MN0 REVIEW 18. WINNA DEVICESIr AND PLATES (LE1rEIYJN„ NiUE9ME'E.L): , PROFESSIONALS CIi RECORD, E)t6',TiMG CONDITIONS. BUILDING OFFTCW.S, ATIiD I. OTHER WORK A5 OUTLINED BY THE OWNER OR ARCHITECT OR 5Ni(711MN ON OF ALREADY /LLxEP'TED EQUIPk1ENT WILL BE BACK CFIARGFD TO CONTRACTOR U. K-RATED ISOLATION, NON-LINEAR, Pl`MIER CENTER TYPE: COPPER WINDINGS; OTHER E PIONALS L OR CORDM1ST/�MCE'S CONDITIONS. TO PROVIDE FFI IAMtER DOCUMENTS INCLLOUT Ml CONTRACT BUT NOT NECESSARILY RX.Y R SH N THE MIY MAY RESULT IN I)EDLI'fOPI OF EQUIPMENT K-R THERMAL ISO , NNPROTECTION; TAPS: (2) ABOVE, (4) BELOW NOMIWII; i CIRCU REQ WITH AM OPERATKINALLY COMPLETE AND SAFE FACILITY. ONCE SG.'HEDUIE IS ELECTRICAL DESIGN. SEE ALL OTHER TRADES DOCUMENTATION FOR RELATED A.WORK 7 AGREED TO .SET AND PROJECT AiSINITGFIES: OUL VE�°DAPPROVF.D, 972 �FA+cNO�R��2Q�OR; GREATER. 80��cE�' tD L`AD R WILT. BE BY GEWOK10. NiEfMMhYSt CONTRACTOR BUT WITH ALL NECESSARY INPUT FROM THE RESPECTIVE 1) L0.VTfON DECORA SERIES. 20A 12G/27N. ROCKER TYPE MAXIMUM RISE MGM OR APPROVED EQUAL � 1 TRADES REQUIRING ASSISTANCE TO PROPERLY PERFORM THFOft PART OF THE 2 RULES AND RE9lJL171Iy11S: ALL WORT( AND MATERNA. SMALL MIE IN FULL A ALL POWER MAKING IN RAC�lVA`.''S PROJECT ACCORDANCE WITH THE LATEST TIDIES AND REGULATIONS OF TTM: STATE 2) WHITE FpDEC A MATCH EX A 12 AS DIRECTED C. MAXIMUM RIS UL LISTED. PROFAPPRIEROVED D EQU G, MINIMUM KVA REQUIRED FOR p 1 p D. PIi0VI0MN0 01t0A1tRA?fOIN AND COOPE'1R11TiON: lORIMBUILDING CODE((8C)�AP1D211i�1P� CO[1 (NEC). a INSTALLATIONSCWEDULE: B. RECEPTACLES: � U� ADMINISIRATIVE CODES FRKDUNLESS OTHERWISE INDICATED. MINIMUM DIMENSIONS, PROPER 0. �� NG 1) INTCCFICEAIM. EMIT (OR IMC CABLE WHFAE PERMITTED) 'I) STAPNCARTr AND O.C. PROTECTION. IME OR APPROVED EQUAL D Tj X G A a Fi S ORGANIZE JOB SITE ARRIVALS OF MAMPOWLR AND MATEF!VAS TO COINCIDE 3. FEES .-.1:0 PERMI[& OBTAIN AND PAY ILL L CDOES AND PERMITS 2) FLE>INtLF CONNECT: GALVANIZED FtEXNjI E CONDUIT- (INTERIOR). EQUAL TO HUBBELL 5362 OR LEVRON DECORA WHITE FINISH OR TO D. CONTROL AND OTHER SPECIALTY TRANSFORMIERS: AS DESCRIBED ON THE WITH 'FIE PROJECT SCHEDULE IN THE MOST EFFICIENT MA NNNEr, COOPERATE ALMEA ►IC.A AT ALL TIMES WITH THE VARIOUS AUTHORITIES FROM DESIGN TEAM AND 4. INSTALLATION (OENOW): uom- TIGHT FLEX (E'XTERIOR, WET, OR WORDING EQUIPMENT) MATCH EXISTING A5 .CTED. PROVIDE C-1 FOR MAINTENANCE/ UTILITY DRAWINGS AND/OR AS REQUIRED TO ADEQUATELY PERFORM THE TASK toaT*D&Wdrro>mm LOCAL BUILDING OFFICALS AS WELL AS OTHER TRADESMEN SUCH THAT THE ROOM AND KITCHEN EQ111P01ENCf WHERE WITHIN 6'-O' OF WATER IMPOSED. FURNISH INTEGRAL WITH EQUIPMENT WHERE AVAILABLE. LESION MAY BECOME A PF!YSIGiI. REALITY HWITHER THE LEAST SUCH t GN A WORK IL fAL1ED TO ARCHITECTS SATISFACTiOW. WORK JUGGED NOT 3) EXPOSEID UP TO 8'-0': EMR, IMC, RK.',D STEM CONDUIT A5 REQUIRED BY COORDINATE WPT}d SUPPLIER INTEGRA ACRINOGVY, DELAY, AND ADJUSTMENT ACCEPTABLE SWILL BE CORRECTED OR REPLACED AT NO COST OWNER OiR LOCAL CODES 2) EQUAL TO BLUBBELL /4s��2iSP, (OPAPK3E OR WHITE W/ ORANGE DOT') FOR ISOLATED GROUND. FP' FDR OFFICE USE. COMPUTERS. OFFICE 22„ OVERCURREN'T DEVVICES MUST BE RATED FOR ABLE FM&T LEVELS: E, SHOP DRAWINGS: B. WIRING SHALL BE INSTALLED CONCEALED WHEREVER POSSELE. IN 4) EXPOSED A90VIE 8'-0-: EMIT (OR MC CABLE WHERE PERMITTED) EQUIPMENT AND FLOOR MONUMENTS FOR WORKING STATIONS. 1`ROVIDE E UNFNISHED AREAS EXPOSED CONDUIT MAY BE USED WITH PERMISSION OF THE WITH INTEGRAL SURGE SUPPR SSION A. CIRCUIT BP-TAKERS: 10.W A MIAMUM (12OV) SUBMIT SEVEN SETS OF SHOP DRAWINGS WITHIN 21 CALENDAR DAYS OF OWNER 5) EIGHT WIRE ISOLATED GROUNDING SYSTFJM: EMT IVR Mc ABLE (e WIRE) (mc 14.000A MINIMUM (277V) CONTRACT ,WARD. BUT PRIOR TO SUBMISSION, VERIFY THE AVAMJ 0UW OF CABLE ONLY WHERE PERMITTED) C. CELLULAR FLOOR MONUMENTS. EQUAL TO WALKER 500 SERIES: EACH REM, WHETHER SPECIFIED OR SUBST1TUiED iF FOR SOME REASON THE C. ALL WOn!K SHALL BE INSTALLED NEATLY. RACEWA1S. FITTINGS AND B. FUSES: SUSSMAN ONLY, S°ECF ED PRODUCT CANNOT SE -ATAIEQ N TIME TO MST THE SCHEi3ULE. EQUIPMENT SHALL BE LEVEL AND STRAIGHT. CONNECTORS. LOCKNUTS. 6) ROM OR IMG: AS REQUIRED BY LOCAL AUTHORITIES OR ASS INDICATED ON 1) /513 ALL FOR POWER BELOW 100A. FRN-R AND FRS-R 70 OFFER A PRODUCT SUBSTITUTION . LIKE OR BETTER QUALITY WITH AN SCREWS, CLAMPS. JOINTS SMALL BE PROPERLY TIGHTENED DRAWINGS 2) /501 FOR DATAfTELEPH01'E• WITH ATT. /106. BRUSH CHROME 100A & ABOVE: LPN-RK1 AND LPS-RK1 � NII EXPLANATION FROM THE EQUIPMENT REPRESENTATIVE TRAY THE DATE 6" & ABOVE: (AS INDICADED) CANNOT BE MET D. NOT CUT OUTLETO S.RAND EQUMENT: CLEAR BEAMS Or EDUCE IP SITE OF ANYLO►AU-CARR MF.I,i NS T) CA SECTION P.: POWER A640 TELE/DATA 'MIRING IN SEPARATE BARRifRED D. FLUSH FLOOR OUTLETS: EQUAL 70 WALKER 80G SERIES. PROVIDE CARPET 1 F. PRDDIIL"'1 VERiiCA7101k WITHOUT AF'PfR01iAi OF THE BUILDING OWNER AND/OR AR;MTECT. CHECK // FLANGES AS REQUIRED DRAWINGS AND rYOR1G OF OTHERS TL) PREVENT lNTEFRFEW:�TCE. ROUTING 8) UNDER FLOOR RACEWAY TRIPLE D4C'T WITH DE\ACES FOR GENERAL AND 23. MUNCH CMICUNT PANE4BOAtIRO (PROVIDES !!Y EI.EICTR6CAl. - Ill PRIOR TO ORDERING. VERIFY ALL DIMIEPNSIONS AND FUNCTIONS OF EACH DRAWN)S 7O AVOID OBSTRUCTIONS SHALL BE P TERFE NED WITHOUT TECHNICAL POWER AND TELE/DATA SYSTEM E. 3-PHASE MOTOR DISCONNECT. EQUAL TO SQUARE D CLAS 3110. ALL SAFETY NIONCOYioCW (Q i` SPECIFIED ITEM. CHECK ALL `- =..'ME EiOUIPMIENT AGAINST THE SPACE ADDIT04AL COST. ALL CONDUITS SHALL RUN PARALLEI. OR AT RIGHT SNITCHES SMALL BE HEAVY DUTY TYPE 2 M m i MADE AVAILABLE FOR iT AS SHOWN LW THE ARCHITECTURAL DRAWINGS. IF ANGEI.CS TO BUILDING WALLS. CEILINGS, OR BEAMS, CONDUITS SHOULD BE 9) 2-1/2-C. IGS ABOVE IMC OR RIGID A EQUAL TO SQUARE D TOPE NOOK. INHEB. 1-LITE. (CAPACITY AS INDICATED} SUFFICIENT SPACE WAS NOT BEEN ALL'2(:ATED ON THE ARCHITECTURAL LOCATED ABOVE OR ADJACENT TO DUCTS. NO PENE7RAT10N OF DUCTS F. AIL EQUIPMENT SHALL BE UL LISTED AND SUITABLE FOR THE APPLICATION. N DRAWINGS TO ACCOMMODATE SUBSTRUT�iN. INFORM ARCHITECT PF.RI1fTTED. 10) UNDIERUB: WRAPPED 'RIGID STEEL OR SCHEDULE 40 PVC, IF PERMITTED EQUIPMENT EXPOSED TO THE WEATHER OR DAMP LOCATIONS SHALT. BE SO B. CABINET- MINIMUM 20- WIDE. FACTORY KNOCKOUTS. FLUSH DOORS WITH (3) N IMMEDIATELY. IF THiS REQUIREMENT IS 1.'0T MET, ANY ADJUSTMENT MINIMUM! 3/4- C.) 4_ISTED. ALL CABINETS HOUSING ELECTRONICS SHALL BE DUST TIGHT AND SO CONCEALED HINGES. ENGRAVED NAMEPLATES AND ACCURATE TYPE WRITTEN ICY L- U) ti (`.. REQUIRED TO CORRECT DIMIEtNSlOHNAL PRO81.'�',NS MAY BE AT THE E. SLEEVES, CORING. CHASES. AND CONCRETE EXPANSION MICHIORS: Li'"TED DIRECTORY BEHIND PLASTIC PLATE ON INSIDE DOOR. KEY ALL PANELS THE ) � C CONTRACTOR'S EXPENSE C. ALL CONDUIT MUST BE INSTALLED PRIOR To PULLING Y1FliRE SAME. CABINETS MADE of COLD ROLLED SHEET STEEL, TRIM AND COVERS of � � U 1) PROVIDE ALL . CHA ES SLEEVES, CORING. CFASE4, CONCRETE EXPANSION G. MANUAL MOTOR S1:�RTlNG SwITCHI EQUAL TO SQUARE- D CLASS 2510 F. SM. Sj1RETChERDIRECTORY LEVELED STEEL FATE ON WIDE LE BREAKERS WHERE REQUIRED. CT 0 G. CATALOG VERIFICATION: ANCHORS. ETC., BEFORE ANY ROUGH-IN; BE RESPONSIBLE FOR CORRECT D. RACEWAY MATERIALS: OR '! �'EWOIMGe ON HP AND PHASE FACTORY LABEL ALL CIRCUIT �' BREAKERS AND TERMINALS. INTERRUPTINGC (f� � LOCATION, INSTALLATION OF SAME RATING 14KA (2771n OR 10NU (12G7V) MINIMUM ' VERIFY THAT THE CAIAWG NUMBERS SHOWN ON THE DRAWINGS ARE 1) RIGID S'*EEL CONDUIT (ONLY AS INDICATED OR REQUIRED BY LOCAs. H. MAGNETIC STARTERS: EQUAL TO SQUARE -D CLASS 853tr tlVtlli 5000 STATE L1 C .� � CURRENT. IF MANUFACTURERS HAVE MODIFIED NTHE DR OR THE NUMBERS 2) SIFT-VES AND CHASES ARE PROFNl3ITEQ IN STRUCTURAL MEMBERS EXCEPT AUTHORITY): CONDUIT (ONLY A WALKER. NATIONAL, APPLE TON. TRIANGLE" MAGNETIC RELAY AND CONTROL SQUARE -D LA SUR O WITH C. BUSSING: SILVER PLATED COPPER. SILVER PLATED CONTACTS 5 L ARE IN ERROR, SO IIDIOATE WITH A LETTER OF EXPLANATION ON WHERE APPROVED IN WRITING BY THE OWEIJ AND/OR ARCHITECT ROTE; GENlERAl. ELECTRIC. RIGID STEEL. : GALVANIZED OR SFl�'RFIARDIZED. CONDITIONS i"' ' CONTRACTOR'S IETIERHFJIQ AND INCLUDE ANY REQUIRED CATALOG UF'Oi1TE5 ALL FITTINGS THREADED. BENDS 1-1/4 INCH OR LARGER: FACTORY. !RUNNING D. PROVIDE. SEPARATE COPPER EQUIPMENT AND ISOLATED GROUND MISSES). SE QQ 0) Cc cu WITH SHOP DRAWINGS. OO NOT ASSUME THAT THE SUBSTITUTE PRODUCT 3) PENETRATIONS IN THE PR-OR POST TENSOONV) CONCRETE SLABS MUST AVOID AND EXPOSED THREADS NOT PERMITTED, REAM ALL CUTS. 1. PLATES: BAKELITE MASTIC SMOOTH FINISH. EQUAL TO LEViTON OR HUBBELL GROUNIiDING DIAGRAM. TYPICAL ALL NF,W PANELSOARDS. PROVIDE FACTORY C � U) tf I WILL BE ACCEPTED AND INSTILL PRIOR TO AGREEMENT FROM THE TENNONS. OBTAIN f3U1LDING MANAGEMENT APPROVAL PRIOR TO MOUNTED IDENTIFICATION APPROPRIATE aF�IGN PROFESSIONAL TO Qo So MAY RESULT IN THE PENIETTRATiNG. X-RAY TO LOCATED TENONS AS REQUIRED 2) ELECTRIC METALLIC TUBING: MIANpJFACTURFM; SAME AS CONDUIT. J. PROVIDE SEPARATE NEUTRILL. MARE (PER PULSE) FOR ALL CIRCUITS SERVING p EQUIPMENT BEING REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE GALVANIZED OR NSULTr]D THRCATS. C'O'UPLINGS AND CONNECTORS WITH ISWTM GROUND OUTLETS (6 WIRE SYSTEM) E. MANUFACTURER: SQUARE D PREFERRED. SEMiENS, OR GENERAL. ELECTRIC ARE Gn I w F. CUTTING, MANRKING, MIQ REPAIRING: ALE'SSI�ULATED ThACIATS.SET SCREW, THREADED COUPLINGS AND 3/4 INCH K. SURGE SUPPRESSION OUTLETS: EQUAL TO HUBBELL /53115 WHITE W/BLUE ACCEPTABLE AS ALTERNATES � IO j iL l'l1L11118 AND 1) ALL CUTTING. CORING:. AND REPAIRING. INCLUDING STRUCTURAL PLASTIC ICTINS STEED 1 IMAM AND ABOVE TFiAND CONNECTORS COMPRESSION TYPE OR SET 1TRLATNGI�) 125 20A UL LISTED (nIP'-EX SUPPRESSION RECEPTACLE F. LOAD TABLE PANELBOJITES ACCEPTABLE FOR RATINGS LESS THAN 100A AND L0 THE OOINTRIAC'TOR S RESPONSIBLE FOR HIS OWN ME/1SUROMENTS, LENGTHS. RE]NFORC.ING. NECESSARY FOR TFI15 WORK SWILL BE DONE BY THE TRADE SCREW TYPE REAM ALL. CUrdS. BRANCH CIRCUITS FROM PANEL TO FiRST BOX B APPROVED BY BUILDING QUANTITY COUNTS, EQUIVALENCY OF APPEARANCE. DIMENSIONS, AND RESPONSIBLE FOR CUTTING BUT UNDER THE DIRECTION! OF THE ELECTRICAL N SYSTDd! REQUIRED TO BE EMT OR RIGID. UP TO AND INCLUDING 2- C ONLY 16. LJflHTMNG FDCTIIlHtES AND LAMPS (OR AS INDICATED IN FTXTElRE � FUNCTIONS. AND FUNCTIONS OF ANY SUBSRTUIE ITEM. AND BY SUBMITTING SCHEDULE): 0. 400A PANELBOIARDS SMALL BE 1-LINE CAPABLE OF HOUSING A BRI AND/OR ANY SIMILAR BUT UNTSPECBED REM, FIE IS AGREEING TIME 2) NO CUTTING OR PATCHING DONE WITHOUT APPROVAL REPAIR DAMAGE DONE 3) FLEXIBLE CONDUIT. iMANUFACTURERS; SAME AS CONDUIT. GALVANIZED 225/3 SUB-MAN CIRCUIT BREAKERS � LO SUBMITTAL iTEM WILL MEET THE INTENT OF THE DES" IN ALL ASPECTS AT M ORIGINAL CONDITION STEEL FITTINGS: "JAKE" AS MANUFACTURED BY W.F. CURLEE MFG. CO. A F!IRNISH AND ISTALL 19XTU2ES COMPLETE WITH FITTINGS, STEMS. 0) LEAST AS WELL AS THE SPECIFIED EQUIPMENT. THEREFORE. CLAIMS BASED ONHANiNERS AND COMPON W PMIS TO MAKE A COMPLETE INSTALLATION H, PROVIDE NEW CIRCUIT BREAKER COMPLEMENT AS REQUIRED I APPROVED SUBMITTAL WHiCH CONTAIN ERRONEOUS EQUIPMENT FUNCTIONS, 3) SEA. ALL NEW MID EXISTING OPENINGS INTO ELECTWA. EQUIPMENT ROOMS 4) IF MC CABLE PERMITTED,, ROUTE I.AOSE WIRINI; FROM PANEL TO 12-02-z4- NCUA`NNG LAMP'S OF 71E TYPE AND WATTAGE CALLED FOR. LAMPS SHALL 9UANfiT11ES. OR DIMENSIONS WILL NOT BE HONORED AND 'THROUGH FIRE FATED WALLS TO MAWiAH FIRE RAr1MC. REFER TO PULL & TERMITiATiON 50X IN SPACE. USiE 3/4-C. MINIMUM. CORRECT WIRE BE 'OVAL TO GENERAL ELECTRIC, PHILIPS OR SYLVANIA 1. PROVIDE 20071 NEUTRAL BUS WHERE ISOLATED GROUND BUS (IG) IS CALLED PENE7iATION DETAILS IN THESE DOCUMENTS QUANTITY MIC CABLE PERMiTTED FROM WX TO OUTLETS AS PEAANIrGED BY FOP L OONnJcm CODE AUIENORITY AND 7FINrWT. SIX AND MMT WIRE IAC FOR SiX AND MIT B. BALLAST'S: SOIJQ STATE, ELFC'fRONIC TYPE. UL LISTED. NIGH POWER FACTOR ES. WORK N EXOM OULDNN& WIRE SYSTEMS. DO NOTE -MULTIPLE UP' TWO AND THREE WIRE MC. AIM CABLE TYPE, EQUAL TO AAGNETIC B332I. (3 LAMS') 823211. (2--LAMP). OR ADVANCE J. ALL CIRCUIT SCHEDULES MAKERS SMALL BE LABELED. AS TO TYPE OF LOAD IF A CONFLICT EXISTS BETWEEN THE ELECTRICAL AND ACTUAL FIELD OR ENGINEER EER APPROVED EQUAL FOR CONCEALED LOCATIONS ONLY. PROVIDE DISCRETE VEL-2P32--71P (2 LAMP) OR VEL-3P32-TTP (3 LAMP). OR APPROVED AND LOCATION. PENCIL ACCEPTABLE. UNLESS iYPEIVRRTEN LABI:'LS CONDITIONS WHOM PREVENT THE CONTRACTOR FROM EXECUTiON OF THE A. BECAUSE MAIN SERVICE EQUIPMENT AS WELL AS DISTRIBUTION AND BRANCH PROPCR COLOR COIDING: EQUAL MAXIMUM 10% THD. VOLTAGE AS INDICATED REQUIRED BY 6UILLMNG DESIGN, OR ELECTRICAL. DESIGN CONFLICTS WiTH OTHER DISCIPLINES IN A PANELS MAY BE EXISTING. EXISTING SYSTEM SHALL REMAIN ACTIVE UNLESS WAY AS TO iAAF'OSE HARDSHIP ON OWNER OR IMNDUE DIFFICULTY TO ONE OR OTHERWISE NOTED OR SHOWN ON DRiAWINGS. SUCH PORTIONS OF THE MC CABLE AND Sf.NID.AR FIRE-VIREO ELECTRICAL CABLE ARE F'PtOHlIITED IN THE r;, ALL FI.UORES<.EM LUIPS, T8. RAM START, OR APPROVED EQUAL K. ALL CIRCUIT'S AND GIRCUT WIRING SPALL BE LABELER IN PANEL WAY AER OF THE TRADES. CONTRACTOR SFW! ISO UE OUT CONDITION IN EXISTING SYSTEM DAMAGED DURING THE COURSE olH THIS CONSTRUCTION FOLL]VING USE CONDITIEN& INCANDESCENT LAMPS RATED 130 VOLTS AND AS SPECIFIED. SPX35 LAMPS. PRINCIPAL IN CHARGE ANOTHER WRITING AND SUiMIT TO APPROPRIATE MEMBER OF DESIGN WITH WORK SHALL LTTE RESTORED M ORIGINAL CONDITiON A HOME RUNS 'APIs 1 COiNN M THE FIRST LIGHT FIXTURE CR RMEPiAOLE WITH UNLESS OTHERWISE INDICATED ON FlXT'URF SCHEDULE L CONTRACTOR SPALL BALANCE ALL PHASES aN EACH PANELBQARD TO WITHIN HH4 i WHERE CONFLICT EXISTS UNTIL DECISION HAS BEI'?N MADE AND DIRECTIVE THE EUN9CTRIP,AL DISTRMAMON PANEL. HOME RUNS Mlle; K N RIGID CONDUIT ISSUED TO THE CONTWTOR FROM APPROPRIATE Aun*xm b. SERVICE iNtE]1RUPT oft MF39110'T10N OF POWER SERVICE SFIAII K MELD D. COMPACT rLUORE'SCENT. PHILIPS OR EQUAL. 27OOK OR AS OTHERWISE TO A MINIMUM. ALL INTERRUPTIONS MUST BE SCHEDULED FOR OFF HOUR ALL MITRING NHIi PIAATIiION CAHSIMICT10N ALL IAN-AWL CONCEMED WNW INDICATED IN LIGHT FIXTURE SCHEDULE 24. EMPTY CONODIIIT SYSTEM FOR VARIOUS COMMUNICATIONS SYSTEMS SHALL PROJECrKkNAGER J. OIDim ER NRMT® C2NANGE7 ONLY AND ADVANCE, OF APPROVED SHUTDOWN IN WkfflrG WiTH THE OWNIER. ONE (,)WEEK IN IL MUST 8E RUN N IBOID CONNIIXI. E. INCANNSCENT: A' BASE. PAR. R TYPE, OR AS NOTED PULL STRINGS REQUIRED IN ALL EMPTY CONDUITS +!E INSTALLD BETWEEN TERMINAL LOCATIONS UNLESS OTHERWISE LIR EM ` DISCREPANCIES OR CONFUSION DUE TO ELEMENTS FOUND IN DESIGN DOCUMENTS ARE TO BE NOTED BY BIDDERS, ALL COSTS M C.ORRE'CT 7. COONOW31G)N WiTH OTHERS: NO EXTRA OOMPENBFATXIN ALLOWED FOR WHERE INSTALLED ABOVE TFE CEII.M. ALL CABLE. MIRST RE NSIAIM N A NEAT ANO F. I UPI R OR REPLACE ALL FIXTURES DESIGNATED TO TE REUSED 2E1. RECORD DRAW6NGS. nRAa N ev ACCOUNTED FOR IN W. THM COSTS SHOWN SEPARATELY, AND ERRORS EXTRA WORK RESULT MG FROM LACK OF COORDINATION WITH 07HERS OR Ok@DERLY MANNER, IIID ST]IM AS REWRFD BY CODE. LISA® AND SUBMITTED WITH BID. THIS IS SO THAT AN ADDENDUM MAY BE FALURE TO VERIFY LOCATiONS AND MEASUREMENTS ON THE JOB SITE 17. FiRE MMM SYgTE,1 P.E 111RED.. EXTENSILiN OF DUSTING LIFE SAFETY A. MAINTAIN CLEAN. UNDAMAGED SET OF REPRODUCIBLE ORIGINALS AND P/GB ISSUED lO ALL BIDDERS. THE INTENT OF THIS ENTRY IS TO ELIMINATE THE SYSTEM OR NEW SYSTEM !3 INDICATED ON DRAMID$ BLUEPRINTS OF THE CONTRACT' DRAWIICS AND APPROVED SHOP DRAWINGS.. NEED FOR CHANGE AFTER THE CONTRACT IS GRANTED. SM L AN OBVIOUS B. IMTERIAL (t ty'� 5) PROVIDE 360 DCG:. EXPANSION .IOINTS FOR CONDUIT RUNS CROSSING BUILDING MARK THE SETS WITH RED ERASABLE PENCIL AS WORK SES TO NO REASON DANE EXPMISMOPI JOINTS UNLESS FLEXIBLE CONDUIT USED. FLEXIBLE CONDUIT AND PREVENTABLE ERFROR BE NOTED AFTER THE BID WHICH COULD HAVE A ALL DEVICES INDICATED M DRAWINGS SMALL MATCH EXISTING SHOW THE AC;TiDAL INSTALLED WORK WHERE INSTALLATION VARIES x BEEiN AVOIDED OT TMAELY ADDENOI/M, COST FOR COFLRECTION YIILL 8E A ALA. MLATI:IRW.S TO OT NEW. F^.VCK® N ORIGINAL CONTA3NER. INSTALLED AND � INSIDE TEAIAM9T SPACE ONLY pRpylpE ALL WIRING AND EQUIPMENT N ACCORDANCE WITH THE SUBSTANTIALLY FROM THE WORK AS ORIGINALLY SHOWN ANDA BY THE CONi1RACTC)R, LAW BIDDER PKlTHE 910 WHIG TURNED OVER FREE OF RUST. CORRQ'f1ON, OR DEFECTS PROPERLY STORE ALL 6) CABLE TRAY- 8-LINE Ni46-4-VT SERIES 24"x6" NOMINAL WITH CENTER DIVIDER � SYSTEM WTED, REQUIREMENTS NTS AND TEST FOR PROPER SYSTEM � K Fm iN1i1ATFD 'L'IAIIGF�S MATERIALS OR AS SHOWN ON DFAMIINCS OPERATIONB. ,!NRK SPECIFlfi':'aR,YdS TO INDICATE APPROVED SUBSTfTU'T10P15. CHANGE ORI'eTRS. A^•i1AAL EaUIF°Mf`rT AND MIlTR3t1A15 USED B. MATERIALS REQUIRE APPROVAL H'ROM iJIDERWfMERS' RAPNORATOItiFS OR B. SUCCESsrIR FIRE ALAQ.M OWER SMALL PREPARE DETAILED INSTALLATION HELD OONND1110PTS MAY DICTATE WED FOR MINOR C.HVNGES N ORDER TO FORM OILIER STATE APPROVED AIiiC1ES 11. SUPPORT SYSM& RAMI SUPPORTED AT MITTE1tNS NOT MEN 110-FEET. DRAWNGS CAPABLE OF UL CERDFICiITIO N AS A SYSTEM FOR SUBMITTAL C. DO NOT LSE ROOM DOGUMEMS FOR CONSTRUCTION PURPOSES; PROVIDE AT LEAST ONE SWPORT NOT OVER 18-SCNM3 FROM EACH JOINT OR BEST ACCOMMODATE TRUE INTENT OF THE DESIGN. PROVIDED THE CHANGE IS CITY FiRE OFFICIALS PRIOR TO ANY FIRE ALARM RUGH-IN CONLSTRIUCTION. PROTECT ItE1CO1lD DRAWINGS FORM DETERIORATION AND TOSS INA CHANGE IN 014ECTION. CLAMPS: ONE FKX.E MALLEABLE MOON WITH CLAMP REQUESTED IN A TIMELY MANNEk AND IMPROVES THE PROJECT. DOES NOT C. MANUFACTURE'S RECOMMENDiATIOM OBTAIN OFT'ICAL AGREEMENT. FTt01A SAID OFFICALS TO THE DESIGN AND SECURE LREN EN. PROVIDE ACCE:S K RECORD DOR THE 5 FOR REVIEW INCREASE COONS. PER Mf9siON MAY M READILY GRANTED. HOWEVER. BACK R AREAS,CONDUIT PIPE STRAPS N CONCFAI.EQ AREAS. TRAPEZE NODS TO BE EMPLOYED. TINE FOLLOWING INFORMATION I4 REQUIRED APA REFERENCE DURING NORMW WORKING HOURS FOR THE DURATION OF CPIANQES WINCH DO NOTHING TO IMPROVE THE PROJECT. IE.. LAST MINUTE ALL EQUIPMENT SMALL OT NSTN.LED INSTRUCT AMOROANCE WITH ALL MONGERS FOR MULTIPLE E N LY HERRUNL CABLE TRAY. CANDY CLIPS ALTHOUGH SHOLAD NOT BE CONSTRUED AS TO LIMIT THE, NEED FOR OTHER CONSTRUCTION PERIOD SUBSTITUTIONS WITH OQUPOOLE NT OR INFERIOR PRODUCTS CAUSE OF A APPLICABLE MANUFACTURER'S �MONNS. ALL WORK NOT SO OWNER�PERYKi M!L CABLE ONLY WHERE LOCAL, AUt190RIT1ES AND BUILDING INFORUMATiON AS WELL- PERCEIVED DELAY. WILL NO OT ACCEPTED 06TALLM SHALL BE REINSTALLED IN CORRECT MINER AT NO ADDITIONAL COSY' TO THE OWNER 1) RATTQU'Y CALCUUTIONNS, PROVIDE SUFFICIENT RECHARGEABLE GEL, D. IINFC.UPON �NREPRODUCIBLE SEPIA or THE WORK OF. rDWUiMas NCS�AND TO OWNER 7RANsFER ALL � 92. OI.1W AND JUiICTIGM HOOK& LL BATTERY BACKUP FOR A MINIMUM PERIOD OF 24 HOURS OPERATION FOR RECORD. INCLUDE MARKO UP PRINTS f. SHOP ORAIIINfiB: AfTw:R LOSS OF ANY OTHER SOURCE OF POWER A ACCEPTABLE MIANUFACTURE'F;S: STEEL CITY, AF•PLETON. RICO, PYLE 2Q OWNER f11RNiSHED ELECTRIFIED FURNITURE OR OTHER EDIIIPMENT: r A WiRNN (I 0) DAYS AFTER AWARD OF OONYTRACT. SUBMIT (6 COPES OFA � KILLARK AHI? BELL 2) �� ,y�T AS WELL SOLANI AND FLASH ALARMS IN THE SPACE FOR CE �� COMPLETE LIST OF ALL MATETtMLS USED ON THE PleD1ECf. SP!] YIIO MINIMUM SOF 15 MINUTES AFTER THE 24 HOUR dr1SS of POWER HAS PASSED, WHERE USED, HMCONTRACTORCTR IED F NITU E Olt OTHER ALL ASPECTS REFS r J a OUTLF.I' BOxEs: INTERIOR NE PIECE STAMPED STEEL GALbANixf.D. MINIMUM HAVE 25X SPARE CAPACITY. AND BE ABLE To 9E ,14CTTVATIFD AND REPORT OF USER FURNISHED EQUIPMENT WITH CAREFUL AND SPECIAL A'ii7ENT10N 1O �`' WI'T11 1.111� l i R �1'T MANUFACTURER, GRADE. TRADE NAME. CI1TALrOG NUMBER. AND ALL DIETER BCgf qTC• 4•-NCH OCTAGiXN OR SQUARE. PIASTER RIMCS, EX?ENS,rOINS PPRnVC.I PERTINENT ELECTRICAL CHIA�AET � M. PAPCiTAL l�ST PROVIDED WH M- NECE:SSAtCY ro MAIN SYSTEM MolAm[xt MR AT LEAST TWO MORE HLouRs AFTEIR THE 15 ELECTRIFiW FURNITURE WHETHER INSTALLED BY THIS CONTRACTOR OR NOT. NOT A NOT ACCEPTABLE MINUTE PERIOD OF NAM HAS PASSED. ALL OF THIS WITHOUT BENEFIT OF PROPER INTERFACE BETWEEN CONTRACTOR AM FURNITURE SYSTEM SMALL BE C. 4"S X 2-1/6-0 MINIMUM 1IOX SIZE FOR MORE 71YW ONE DEVICE PRO"X RNG C' E L POWER RD COORDINATED THED IS �AP,M. OBTAIN INSTALLATION LITERATURE TO MATCH fAgFRINK; De"V'ICE'S 3) VOLTAGE DROP CALCULATIONS. PROMOS SYET'-11YCALCULATIONS MOLTAGENO ALL LOADS„ TAKMTIONS. INTO ACCOUNT ALL WINKING AC/DC AND COMPLETELY UNDERSTAND SYS1E]M PRIOR TO ROUGH -N Q. NOTE: PRIOR TO CKI11tPLET'ON, ANY AND A11 OUTLETS MAY BE !AMOVED OT AIiESISTAPNCE. LENGTHS. AMD LOADS, SHOW FORM OF CALCULATION USED 27. Ol1AlwlE: THE CONTRACiOR F,11AL1 IFAVE THE ENTRE FLErTRXX:AL ARCHITECT ONE TIME UP '10 10'-0- W/O COST TO OWNER OR TENANT AS WELL W LUATION IN COMPLETE WORKING ORDER, FREE FORM ANY DEFECTIVE MMTERW. WORKMANSHIP, OR FINISH. CONTRACTOR SHALL REPAIR OR 4) SE7Q41ENICE OF OPERATIONS MATRIX. MOM ACCEPTABLE MATTRiX SYSTEM REPLACE WITHOUT CHARGE. ALL DEFECTS DUE TO FAULTY WORKMANSHIP NDI,A►TNG REAL. EVEtwT AND OP=POSE THAT EVEN AGAINST WHAT WILL BE OR MNTERIDw. FOR A PERIOD OF ONE YEAR FROM DAiS OF FINAL ACCEPTANCE THE OCP r'n1 RESPONSE BY FiRE ALARM SYSTEM BY THE OWNER ELECTRICAL 13) IWNNJNCAT40N :iCHEDULE INDICATE WHAT ZONE AiNNIUTIG1A710N MUST TAKE +� PLACE. IINOW LOCATION of ENUNCIATOR.WHAT wNxnoE VEElINTIO MUST TA SPCIFICA11ONS ,THAT Ei Al'XI ZG>I E IS N TERAMS OF DEVICE DPW) LOCATION 0) WHAT n-!'DIN T WIRING DENIALS. PROVIDE DIAGRAMS WMK.'H NDICATE _ WH" CON-Ma PANEL T1A`RMIws ARE CONNECTED 7Kr EACH TIITLIMINIIL At FTO D ECH TM OTht:TCIRTWIT THE IPIO W15 OVS&AAG Mt ME FA S" TMT ITP K EIY BE CLEAR ��7"�t` NF.EIMIiAt® B7 THE ooNr!1AicrDR IN oTFDtle To oBMIv Har ONLY PROPER a frM�OR sows w BRFr w�aE �� of SHORT cltaJlr OR z_ «.h T) AElls NNFORWI ITIA MUSS BE PRESENTEDmu ON FACTOR{ HO UL U»NBLE oe �,K71 ,�, •.. ., DRJINANO.'i 7O ALN. OF THEFdLAWINGk TO CITY FIRE OFFIpAL PLAN 625-3286-01�� DETAILED CVfrIMICATHDM OF lTYSTEM, T'0 OESTTfN AICHMTWI FOR HIEVIEM AW, COMMENT. W I'PJGSGE7t, TO HELD FM IPNr1PWNADDETAILED TFSiMG AD VTTitMAL z -„3 2 8 6_0 CORIlEGTIQN!! WALK "TLV O7faA -MILT 1►� PIIOJEIL? z ' (?O,IFSlE?IDPI 7077 ORANGEWOOD AVE. 0211 WNWIF S) Ary O711E1t INF'VIR rM RW :AEID TO OBTAIN OU LDING AND OCCUPOACY x GARDEN".71 GROVE.CA 92641 P'F13M11'B �.;;�I"7�: 01/08107E:,www.HlRscFNpdc;NNEHtING.coAA • •�i d+Ct " .,... _ 0 I , M1' �y t o. n r 3 . r - • '. .. 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DUCT UTR W DOJO ROBIDOLW, AlA s WITH ROOF CAP x AxcHrirscx 9 ABp 7077 ORAN("iEW WL)AVE.0211 GARDEN GROVE,CA 512841 0 U U PH.714.893.6157 I FX.714-894-7294 r— „ I _ = WWW.HIRSCHENGINEERItIG.COM tr'— _1 TOILE 1 STOCK _ .._ ._. .._. ..._ ...__f.��i.. _._. ._ 0 F i Tbri drr slap end ter duiXn ibown arr the of t f 7b.An-&,t The n►prods bod, W A*r'MR d m,%witbowt&,—1h,roa xW it probiha d aad awy infmigmmt*i//iv rwijat to ..........� PRgFf ' F } F i T878Q r B-12 H CODED NOTES JJ i � LuL 0 1200 W:.' I F � Oj EXISTING FAN POREC VARIABLE AIR VOLUME TERMINAL UNIT TO BE RECONDITIONED F n - f AND REUSED. CONTRACTOR SHALL FIELD VERIFY THE CONDITION OF THE UNITS, INSURE J��' A)1,CL � } 1 GOOD WORKING CONDITION AND INSPECT, CLEAN. LUBRICATE. ADJUST AND BALANCE �,' �•-' {� �� } THE UNITS. IF ANY MAJOR COMPONENT IN T'dE SYSTEM IS FOUND TO BE DEFECTIVE TO - --- THE EXTENT THAT REPLACEMENT IS NECESSARY, NOTIFY TILE ARCHITECT IMMEDIATELY. (�H EDH t I REMOVE ALL EXISING DUCTWORK AND EQUIPMENT NOT TO BE RE-USED AND DISPOSE / ! EDH-1 OF SAME OFF LANDLORD'S PREMISES. D E } rt --'-----..__..-_..__._._........_......_.._............__..................._..._._._..................._............................_................._._._..-__--__....._..............__._.....__........._._.- -, __..._......_..____._.._.._...-._.._......._...._.......__....._.._... _ ......._.........._......._.....�...... r �T SET O 68 ___.........._.__. _..._. FILTERS BEFORE AIR I"'1T �•_,+,_„� .__._._. _--- -•�::� ::::1- _ -- O2 G.C. SHALL REPLACE EXISTING HVAC FILTERS WITH NEW _1 AFD - �—� -_..._ a-- ----... ... _.__..._ _ ^'y BALANCE I TO BE PERFORMED. _....._ 7'04 SO D ' - !... �._ --. �— f — - ' ___ .__.I ! ~_ -, -_.:�_....�i �� MECHANICAL CONTRACTOR SHALL PAINT THE DIFFUSERS AND GRILLES TO MATCH FITTING ! ---j ---- } _ , I ROOM 7 C-14 14 i I f I �� t; ! THE COLOR OF THE CEILING }{ ( !I VESTIB L _ D{ r [ i I - `;- HC Y S D� f� n' rj C 7 q , }{ 11 7 `Jr cSw ^-1�i. � - i ' II { t 3F;TTING _...._. _.............. 3 t}A-10 A-10 A- ROOM 4Ii NSTALLATION ION O C 325250 275 REVEW BY AN INDEPENDENT AIR CONDITIONING FIRM. A (� a CU I oo 1000 t Cf) NOTE 04 I r' IE �� ►I A } (' ; } } ! ! l }' ` ! / PRIOR TO CONSTRUCTION/ BID THE CONTRACTOR L (� 10 +M , _ r•.�� S LES C. . I� co •� �I, } .. I If (,....t �•n a` } SHALL VI51T THIS SITE AND FIELD VERIFY THE SA LS �... ! II . L { EXISTING LOCATIONS AND SIZES OF ANY LANDLORD (� 4'¢ IAEA r�� } f t._ , �,� t, `�' � �` Cr qry ARPA ! i a ; ' ,j �. �' E ,�•, PROVIDED, a *k \ D1 r II uta; ' `\ l- f } ( { OR EXISTING. PROVID D INTAKES WATER Ij O { 1 s ; � ._.._.._.�____��..�._•-.-. �:,~; } THROUGH ROOF I E Ir'' •i I I G., i ..«�-�1 E 1 T _ ►l _ __... ___ --- I ►-- ,. : ' I ? ! '� PIPING MAINS TOILET EXHAUST MAINS OUTSIDCO E A.R DUC IORK, W A-10 i t 1 C.� i t ; }.� }� { � .. E' �� ` 01C ;} � t CONDENSATE 1 NE MAINS, ETC. .� "!7 j 400 r A s t t 14�A , {(, < i r ; r..... A I 1 A t E3' I ., { �A t I Q- Ca N) 9 A 14 • 16 � E' 1 � 2 Xl 'j' } is T......_ 3 •/ I �' C • f ( O .... �.. I } } ,: t�, THE CONTRACTOR SHALL FIELD VERIFY ANY/ CONDITIONS AV-1 I A-10 . .�! {I }} ( }_. ` ,, I t I` 1r�J .0 _._..�....,_..t . �}- .r `-} , :,•,i i I ■ f} ii ' 1111 I , A-'10 E ! r'S ' ._. �, I ^ (y V V/ 25D ^• — 1 I _ __ _ - �` -1--- f; r, i Y J -• `{ MICH MAY NFL. T WITH THE DESIGN SHOWN _ --- - - �+ - - — t i --T v, _ T ''`j� SE PLANS_NO+TIFY ARCHITECT IMMEDIATELY. _. I 3 27 iI t u Cl 1 { ►:?1 ! }; jj LO � 1 �VIi` I).•.... °.� oC�Q NOTE LO F11 ING Should the owner find corrective work to be necessary, he will Owner reserves the right to check construction compliance with and a } Cjt1� 2 ROOM _ 1 _ ROOM I contractor of such work in wFITI riting and expect compliance performed with 1 notif y r�__, __ due diligence. If any ca•rective work is deemed to be necessary, the cost of ...---I reinspection5 will be borne by the contractor. If work is required by Owner In _.. ........_.•.�....._...� • order to improve, change or correct air conditioning operational conditions t._.... due to: part malfunction, warranty or other inability to provide the comfort conditions required by the store, contractor shall be directed by Lucky Brand Z Jeans, to address this work in a timely manner. If it becomes evident o O the conZroctor can not accomplish the task, then after 72 Hours of written 1'R1tir:IPALINCNARGI; notice, the owner may at his discretion take over such work and backcharge HHH 7 MECHANICAL PLAN = the contractor for any correciive work that was required due to lock of r I/4" � � -D" •• PRt)JG(f�L1NAGt°.R 11A 1.� I performance, workmanship and/or adherence to plops and specifications. El 4 DRAICN FLM/AR NOTES LEGEND AND SYMBOLS NO REASON DATE HVAC GENERAL NOTES SPRINKLER �`. 1• ALL WORT( SHALL COMPLY WITH ALL APPLICABLE FEDERAL. STATE AND 10• PROVIDE PROPER DUCT TRANSITIONS FOR ACTUAL HVAC UNITS INSTALLED. ROOF NEW LOCAL CODES. LAWS, ACTS AND ALL AUTHORITIES HAVING JURISDICTION. PENETRATIONS, TO BE MADE AS PER L.L. SPECS. VERIFY DETAILS VA111 L.L. S A• SUPPLY AIR DIFFUSER (N) NEW DUCTWORK LANDLORD'S CRITERIA AND AS PER LATEST EDITIONS OF ASHRAE AND 11. REMOVE AND DISPOSE ALL UNUSED PIPING, DUCTWORK, AND AC(.'ESSORIES. DO NflT 1. LANDLORD APPROVED CONTRACTOR SHALL BE EMPLOYED BY SMACNA. THE TENANT TO MODIFY. INSTALL SYSTEM AND PREPARE NEW ' ABANDON. 2. THE COMPLETED INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPU- 1 COORDINATE ACTUAL LOCATIONS OF DIFFUSERS, REGISTERS AND GRILLES WITH CEILING CONTRACTS DOCUMENTS PER CODE AND LANDLORD'S INSURER R.A. RETURN /SIR GRILLE NEW DUCTWORK CABLE INDUSTRY STANDARDS OF GOOD PRACTICE AND SAFETY, AND THE z APPROVAL. DETAILS AND OTHER FEATURES SUCH AS LIGHTING Fl")RES ETC- THAT MAY AFFECT EF ERENCE ONLY MANUFACTURERS STRICTEST RECOMMENDATIONS FOR EQUIPMENT AND PRO-- PLACEMENT OF THE HVAC SYSTEM COMPONENTS. 2. ALL WORK SHALL BE SCHEDULED WITH LANDLORD'S FIELD .-_ _.__ DUCT APPLICATION AND INSTALLATION. �� EXISTING REPRESi:NTATiVE. EXISTING DUCTWORK NO. APPROVED WI-TH TI IIS {'i It\11T 3. THE CONTRACTOR SWILL OBTAIN AND PAY I'OR AL1. PERMITS. LICENSES. 13. ALL SUPPLY DIFFUSERS AND RETURN GRILLES PASSING THROUGH FIRE 3• ALL SYSTEM SHALL BE CHARGED AND OPERATIONAL WHEN THE �y SUPPLY AIR DIFFUSER ^-- (E) _ — TO REIN' RATED CEILING SHALL HAVE APPROVFD FIRE DAMPER. �, DOCUMENTS -AND SERVIC S RELATED TO INSTALLATION OF THE WORK. CONTRACTOR IS NOT ON THE PREMISES. 4. PRIOR TO SUBhi?T1NG A PROPOSAL. THE CONTRACTOR SHAH VISIT THE 14. PROVIDE AND INSTALL PROGRAMMABLE THERMOSTATS AS SHOW) ON THE PLAN AT 5PRINKLEI� CONTRACTOR SHALL INCLUDE A REFLECTED CEILING E�:STING SITE AND THOROi TING INSPECT ALL EXISTING CONDITIONS LL INSURE TfUT MINIMUM OF 3FT-4FT MAXIMUM AFF (VERIFY LOCAL CODE). COORDINATE EXACT LocATION 4• PLAN WHICH REVEALS THE LOCATION OF ALL THE RELEVANT � � RETURN AIR GRILLE ON THE ALL EXISTING AND IN THESE SPECIFICATIONS V1 T!., :,=41TECT. PROVIDE 1AIRIfG AND CONTROLS AS REQUIRED. EXISTING SPRINKLER HEADS, LIGHT FIXTURES, AIR. SUPPLY THE WORK REPRESENTED EXISTING MOVL 'NRK CAN BE iNSTAU.EO AS INDICATED. DIFFUSERS. RETURN GRILLES AMD EXISTING ITEMS, SUCH AS 15. GENERAL CONTRACTOR SHALL SUPPLY ALL EQUIPMENT CONTROLS AND WIRING. DUCTWORK THAT MIGHT DEFLECT SPRINKLER'S SPRAY PATTERNS. A.171_ ACCESS PANEL TO BE REMOVE 5, ALL WORK SHALL BE LOCATED TO AVOID CONFLICTS WITH OTHER TRADES CC<WDINATE WITF, MALL REPRESENTATIVE. FOR INTERLOCKING WITH MALL CONTROL VERIFY HEIGHT OF SPRINKLER HEADS ABOVE :STORAGE PROVOE ADEQUATE CLEARANCE FOR ARCHITECTURAL DESIGN. PROPER SYSTEM (IF REQ)IRED). PLATFORMS. E.A. f_XIS iiMG AIR GRILLE MECHANICAL OPERATION AND SER%4CE OF EQUIPMENT. 5. SPRINKLER CONTRACTOR SHALL PROVIDE A SPRINKLER DESIGN Ny 16. CONTRACTOR SHALL STENCIL TENANT NAME AND SPACE NUMBER AND AN INSTALLED SYSTEM ACCORDING TO NFPA 13. — FLEXIBLE AIR DUCT PLAN THERMOSTAT 6, PROVOE A READY'-TO-USE SYSTEM WITH ALL WORK GUARANTEED IN WRITING U4 T14E UNIT. TO AGAINST DEFECIIVE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR s T��q a 6. STC RAGE HEIGHT MALL. BE A MINIMUM OF Ilr BELOW THE _,� MVD MANUAL VOLUME DAMPER FROM TURN OVER TO OWNER. 17, UPON :OMPLETI(N OF THE 'NORM.. THE MECHANICAL CONTRACTOR .aHAl.l TEST. � DUCT SMOKE DETECTOR 7, VERIFY LOCATION OF ANY PfAIETRATION OF ROOF WITH LANDLORD. ALL START-UP AI) BALANCE THE SYSIEU(S) AND MAKE ANY ADjJSTMENTS AS SPRINKLER HEAD. THE R EAR STORAGE WALLS SHALL BE • ROOF PREQUIRED To INSURE PROPER WORKING ORDER. THE CONTRACTOR SHALL ALSO MARKED TO IND!' ROOF PENETRATIONS. PATCHING, AND FLASFNNC SHALL BE BY ATE STORAGE HEIGHT. L'AINTAINING THE 18' RD'S ROOFER AT MECHANICAL CONTRACTOR EXPENSESUBMIT 3 COPIES OF THE AIP,VATER BALANCING REPORT. SUCH BALANCING BELOW THE SPRINKLER HERDS. (9 P.O.C. POINT OF CONNECTION ---♦ AFD APPROVED FIRE DAMPER L . SHALL BE PERFOROED Ry - 'DEPENDENT AIR/WATER BALANCING Q LOCATIONS OF HVAC EQUIPMENT AND DUCTS 5H0WN ARE 9(2iEMAlIC ONLY. VERIFY (>;�I TACTOR. CERIIF�D BY THE ASSOCIA FED AIR BALANCE COUNCIL- �(�,,,,_ � CFSD Ct1MBINATION CKNT DETAILS THAT WILL. AFFECT ROU1C AND PLACETIAENT �CSrr DOOR UNDERCUT ---,.• FIRE/SMOKE DAMPER STRUCTURAL DETW . f"%25-3286-01 QQ (("�� OF THESE COMPONENTS, jr MW SUPPORTS ARE NEEDED FOR HVAC EAUIP'1"T. (E) EXISTING X25-32 6-0 COORDINATE MATH THE A.!CHITEC ---- 0 ASO AUTOMATIC 9ACKDtaAFT DAMPER 4. ALL OMT SIZES SHOMIN Of CLEAR INSIDE. ALL DUCTS TO BE SHEET METAL DUCAS"5 A (N) NEW PER A'SHRAE AND SMACNA GUIDELINES, (L) LINED DIFFUSER TWE/NECK SIZE AIR FLOW (R.A. OR S.A.) CFM REQUIRED 01 08,107 100l�/1 R��", ' ,whd,,,.al,,,,,.,n,,,.,..,�..,...._-.__•-.- .._.....,.._._kms.._... - .,.,_ ._ a. M fa IV*} 1 Y �'.' n�� _� ..y�A4 "Nn, r, ',Lp eq'16'�'T:dd1,� 1�:.'.,�- i. ,��+;n. •4 - 44.' �I�,t�-:°�Y „ vs�, ",_ r r,..., ;i 3 i , r. -.: _ ....w. . +,.+•..iaw rrr - :........rw...,...r. s..rc.t......u,`.ws.........._ ......w.+a..r.,..r_r...+. u. ..+ahr .. '" .erg•- ..e�+k_w...-,.....b++- w.Jk.W. -- - 4.A .. :tiwaw..ti......w--. _�_...:...nr.b... ._ x,ri,r•.riraY.s16ixcsa.r...rd�s::wttunuaw:'.:.svrunwi+>. •. . ..•._.,•,•,'tiir�arw..:.W..",�-�-- k MECHANICAL SPECIFICATIONS __� HEAT � C��T1C�V ®�T� DOUG ROBIDOUX, AIA i EIDE PR O T E CTIO �J QCT NAME UMY LAND ,FANS - WASMtl" '.1QUMFE MALI. PORT AW. OR ARCH117.0 r 10 WUOOIJ< M!Cl.UOED: EACH C.+OldTRACTOR SHALL VERIFY LANDLORD REQUNMENIS SPACE NAME. SALES A11E1► NCI+-sa.�s Alms 2 SO A1110 iNSTALLATION SHALL BE BASED ON SUCH REQUIREMENTS. DRAWINGS A. ALL '� (�• �.) lA*� Vark _ _ 'yes m � • AMD ,� �� A. ALL DUCTVYORK. SHALL BE A5 SHOWN ON MECHANICAL DRAWINGS AND 'SHAI�_ BE INSTALLED IN EXECUTION•-INS c ALI.ATION: (REFER TO SPIFFY VG-P1 FOR LANDLORD REfaU1REMENTS) ACCORDANCE WITH THE LATEST EDITION OF ASHRAE THE SMACNA MANUAL. A. INSTALLATION SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 13. INSTALL c..PRINKLER CEILING HM7 (FT.) yaiw Maniw I MECFLIINNCAI OONTRACTOR SMALL COORDINATE ALL MECHANICAL WORK WITH THAT Of OTHER PIPING PRODUCTS WHERE REQUIRED IN ACCORDANCE WITH RECOCNIZED PRACTICES TO VOLUME (p1, FT.) 43.516 - 7,488 MECH � ON TME TR C70 PREVENTING UIdATE ALL M CONFLICTS O DELAYS DURING B DUCTWORK SHALL BE 'FACTORY MADE' CLASS f GALVANIZED SHEET METAL ENSURE THAT FIRE PROTECTION SPRINKLER PIPING COMPLIES WITH GOVERNING -� --- _ I� CI�IrLSTR�iJCTION. WITH IRON SUPPORTS SECURED T4 OVERHEAD MEMBERS AT S-Q REQUIREMENTS AND SERVES THE INTENDED PURPOSES. _ FACTOR QUANTITY stuff FACTOR QUANTITY BTUH DUCTWORK MATERIALS SHALL BE PER LOCAL CODE. S. EXAMINE OTHER WORK SHOWN C�I+i THE DRAWINGS AND CONDITIONS AT THE JOB SITE. s�lesleLE cAa� n IF FOR ANSI REASON EXS�TW EQUIPMENT TO BE RE-USED NEEDS REPLACEMENT PARTS, THIS COORDINATE THE ROUTING OF WORK WITH OTHER TRADES TO AVOID INTERFERENCE WITH - COST IS TO BE COVERED !RIDER ORIGINAL. CONTRACT AMOUNT AND WILL NOT BE ACCEPTED AS C. DUCTWORK SHALL BE FABRICATED AMD ERECTED IN ACCORDANCE WITH OTHER INSTAL.I.ATIONS. ROOF 0.1 1692 7.757 0.; -- AN EXTRA COST OR EXPENSE. Aa''fIRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN C. PIPE ROUTING AND SPRINKLER HEAL LOCATIONS SHALL BE LOCATED AS REQUIRED TO _ � _ � '�_ 1,919 �� CONTRACTOR MUST INSSPECT ALL EQUIPMENT TO BE: RE-USED AT TIME OF BILDDING OR AL3_ ELBOWS; AICD MANUAL VOLUME DAMPERS IN ALL BRANCHES, SPLIT-- AVOID EQUIPMENT, PLUMBING, HEATING AND AIR CONDITIONING PIPING, DUCTWORK. �� (S+OLARr`101t'IH 0 0 0 o df NEGOTIATING PERIOD. PER DAMPERS, AIR EQUALIZERS. EXTRACTORS. AND SIMILAR DEVICES LIGHTING FIXTURES. ELECTRICAL CONDUITS AND BUS DUCTS AND SIMILAR WORK. GLASS (BAR)-SOUTH _ 0 - 0 -�0 - - - 0 Tbi druia* a,►d er praiA*m, pn g cath rya D. PROVIDE PIKE OF FETS AS REQUIRED I n COMPLETE TME INSTALLATION. MODIFY PIPE. Tbr Ard�ud The r�Drv�iuri Mar rtOj,)II"X M ett u CD WHEREVER NECESSARY TO PROPERLY BALANCE THE SYSTEM AND PRODUCE GLASS (SOLAR)-EAST 0 0 D �� 0 �l tbrr d'm.:,g,dnvorr their winnr miui"t a �p CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH DRAWINGS AND SPECIFICATIONS FREFABIRICATEC elPING. PIPE HANGERS AND OTHER COMPONENTS AS REQUIRED TO FIT - _ D AND BECOME FAMILIAR "TH EASING C*IDITIONS BEFORE SUBMITTING A BID. NO A QUIET AND DRAFTl1rSS OPERATION. THE JOB SITE CONDITIONS. MASS prvbi6rAad o"d D ry i"frr"Rjive"!�vi!l be r"giat m ALLOWANCE WILL SUBSEQUENTLY BE MADE IN BEHALF OF THIS CONTRACTOR BY REASON OF D. EXPOSED DUCTWORK SHALL BE STANDARD SPIRAL ROUND GALVANIZED SHEET i CLEANING AND FLUSHING: PRIOR TO CONNECTING SPRINKLER PIPING FOR FLUSHING, ��r�'T --- - 0 1 0 ��'��°" �y ANY (ERROR ON HIS PART. METAL DUCTWORK. 24 GAUGE UP TO 36`, 22 GAUGE-36" TO 50 FLUSH WATER FEED MAINS, LEAD-IN CONNECTIONS AND CONTROL. PORTIONS OF SPRINKLER SKYLIGHT o _ o_ � CODES AND STANDARDS. ALL CODES. ORDINANCES, RULES. REGULATIONS, ORDERS. AND E. THE DUCTWORK SHALL BE OF THE SIZES SHOWN ON THE DRAWINGS. PIPING. AFTER FIRE SPRINKLER PIPING INSTALLATION HAS BEEN COMPLETED AND _- - I71 GOVERNING - BEFORE PIPING IS PLACED IN SERVICE, FLUSH ENTIRE SPRINKLER SYSTEM UNDER ms's (OONVECTION) 1.13 0 0 0 OTHER LEGAL REQUIREMENT'S WITH WHICH COMPLIANCE .S REQUIRED BY GO F. FLEXIBLE DUCTWORK SHALL BE THERMAFLEX "M-KE" MATH ONE INCH EXTER PRESSURE, AS REQUIRED TO REMOVE FOREIGN SUBSTANCES AS REQUIRED BY NFPA 13. WALL - NORTH 0.08 0 0 -- _ 0 AUTHC�tITIES SHALL BE ADHERED TO. 1 � SCAPI: NAL INSULATION FINISHED WITH A VAPOR BARRIER, U.L. AND SOA t!'�T€D. CONTINUE FLUSHING UNTIL WATER IS CLEAR AND CHECK TO ENSURE THAT DEBRIS HAS w,� _ �TM o O o o -0 _ 0 SHALL BE EQUIPPED WITH DAMPER-EXTRACTOR AT THE SHEETUETAL DUCT NOT CLOGGED SPRINKLERS. A. THE WORK COVERED BY THIS SPECIFICATION INCLUDES THE COMPLETE HEATING AND AIR AND CIRCULAR COLLAR AT THE DIFFUSER, MECHANICALLY SECURED. F. SUBMIT SPRINKLER PLANS TO LANDLORDS INSURER FOR REVIEW AND APPROVAL. WALL - EAST _ 0 0 � 0 _ 0 - 0- 0 475 � WAD- - WEST 0 0 - 0 0 �El>s G` CONDITIONING SYSTEM. B. THE WORK TO BE PERFORMED UNDER AHE HEATING AND AIR CONDITIONING G. FLEXIBLE DUCTWORK SHALL NOT EXCEED 6 FEET i��V LENGTH; BENDS SHALT TESTING: -Z- SPECIFICATIONS � SPECIFICATIONS ANI: DRAWINGS CONSISTS OF FUROdSHING ALL LABOR AND MATERIAL FOR NOT RESTRICT THE INSIDE CROSS-SECTIONAL AREA OF THE DUCT; AND A. AFTER FLUSHING SYSTEM. TEST FIRE SPRINKLER PIPING HYDROSTATIC AU.Y IN PARn�Aw o o y Z, THE COMPLETE INSTALLATION OF AL,. HEATING AND LAIR CONDITIONING SYSTEM FOR CONNECTION SHALL BE MADE AS DIRECT AS POSSIBLE TO THE MAIN SUPPLY. ACCORDANCE WITH NFPA 13, AT NOT LESS THAN 200 PSI OR AT 50 PSIG. CHECK SYSTEM �� - 0 0 TENANT SPACE. FOR LEAKAGE AT JOINTS. MEASURE HYDROSTATIC PRESSURE AT LOW POINT OF EACH PEOPLE 250 38 9.500 - 250 2 i 500 SYSTEM OR ZONE BEING TESTED. THE WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO. THE FOLLOWING: DUCTWORK INSTALLATION: ' OWLTMT04 VENT 0 0 1. HEATING/COOLING UNITS INSULATE ALL NEW SUPPLY, RETURN AND EXHAUST DUCTWORK WITH MINIMUM 6.0 R-VALVE B. REPAIR OR REPLACE PIPING SYSTEM AS REQUIRED TO ELIMINATE LEAKAGE IN 2. AUTOMATIC, TEMPERATURE CO TROL FIBERGLASS DUCT WRAP INSULATION. ALL DUCTWORK, INCLUDING DIFFUSER SURFACES ACCORDANCE WITH NFPA STANDARDS FOR "LITTLE OR NO LEAKAGE" AND RETEST AS C,9 LIGHTS - a41 5.676 19.355 3.41 936 3,192 3. DUCTWORK AND AIR CON EXPOSED TO THE PLENUM, SHALL HAVE A SEALED VAPOR BARRIER FACE WITH ALL SEAMS ' PECIFIED TO DEMONSTRATE COMPLIANCE. - 4. USE OF CRONE TO PLACE ROOF TOP EQUIPMENT (WHEN REQUIRED) TAPED VAPOR BARRIER TlCiT. ALL JOINTS WHERE PRE-INSULATED FLEX TIES TO 20 EOlNP1,RNT 4 1,500 6,000 4 1500 6,000 THE INNER SEALED T() THE DIFFUSER C. ALL FIRE ?ROTi-CTION WORK MUST BE PERFORMED 13Y LL'S FIRE SPRINKLER 21 SAFETY FACTOR 0.03 -- 1.276 0.03 348 GENERAL DIFFUSERS AND DUCT MUST BE DOODLE SEALED MITI E CONTRACTOR AT TFNANTS EXPENSE. OR SPIN-1N AND THE OUTER SEALED TO THE DIF-USER AND DUCT INSULATION. ALL 22 OUTSIDE AIR 0.22 0 0 0.22 0 0 v" A. THIS SPECIFICATION IS INCLUSIVE FOR EACH ITEM REQUIRING ALL LABOF . MATERIA:., DUCTWORK SMALL BE. SHEET METAL IN ACCORDANCE WITH SMACNA STANDARDS. DUCT AND EQUIPMENT NECESSARY TO PROPERLY INSTALL, ALTER, ADJUST, A ID PUT IN SIZES SHOYIM ARE CLEAR INSIDE DIMENSIONS. LATENT sI�GAINS (4 THin,' C,6) 43, 1 11,959 OPERATION, THE COMPLETE HEATING AND AIR CONDITIONING SYSTEM. GAINS B. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LAYOUT AND CONSTRUCTION OF THE GRILLES AND DIRUSERS: D 8 E S 24 PEOPLE 200 30 6.000 200 2 4w WORK INCLUDED IN THIS CONTRACT. c -- ` - -" GRILLES Aid!? DIFFUSERS ,,HALL BE AS MANUfACTUI+tED BY KREU^sE:R, HART AND CODIFY, ETHERMOSTAT ��LAWS ORDINANCES ANLL REGULATIONS: BARBERCOLMAN, OR TITUS. EACH IS TO BE FITTED WITH A VOLUME DAMPER. (OPPOSED2s S FILT Y FAC VENT 38 0 - o =a�. .ao roiwn ro na BLACE DAMPER) 2g SAFETY FACTOR 0.03 160 0.03 ST. A. ALL SYSTEMS IN ALL AND/OR PART SHALL CONFORM TO ALL PERTINENT LAWS. TESTING AND BALANCING CERTIFIED (AABC OR NABB) ORDINANCES AND REGULATIONS OF ALL BODIES HAVING JURISDICTION, AT ALL INDEPENDENT TESTING COMPANY TO TEST AND BAL AN(:E SYS 71114 TO CFM AS SPECIFIED. L Tl#&WIOSTAT(u:AKN.L W L*G *TAT tiODEL E-®TAT,Ali,24 VAC,&OLID 27 OUTSIDE Aft a14 0 0 0.14 0 0 GOVERNING LEVELS. NOTWITHSTANDING ANYTHING IN THESE DRAWINGS OR REPORT RESULTS TO TENANT AND ARCHITECT. STATE,AIITOPIATIC MIL,T16TACbE HEATtT.:001-,2-WAY 28 SUBTOTAL (18 THRU 21) 6.180 412 SPECIFICATIONS TO THE CONTRARY. IN CASE OF CONFLICT BETWEEN GOVERNING LEVELS, CCtfl NICATWI 74-MIMTAT.THE MORE STRINGE=NT LAWS SHALL. APPLY. Suri 8. THE CONTRACTOR SHALL PAY ALL FEES AND OBTAIN AND PAY FOR :ALL PERMITS AND GUARANTEE. 2.A 14Et'tM. Rn)O l �'ERATLM 6n4bc71t� 6irLY Alit 6119 Q�OR _ 29 TOTAL LOAD 50,0?i 12,371 INSPECTIONS REOUIrED BY ANY AUTHORITY HAVING JURISDICTION IN CONNECTION WITH C0M STANDAR') WITI4 EACH E-6TAT. HIS WORK. A. EACH CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE IN WRITING ALL MATERIALS, 30 SENSIBLE HEAT FACTOR 0.88 0.97 EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE 3•THE E-STAT 4111-L�. PUN ON DVALIL.T WTTMdc116 CF b6' 14FAT/13' COOL � MATERIALS AND EQUIPMENT: OF OWNER. THE CONTRACTOR SHALL PROVIDE FREE SERVICE FOR ALL EQUIPMENT L IL, PWjaM ,'1' CONWAL AED DY C�OIlATE Cffk - 3C, SUPP1 Y AIR N T(• F-) - 20 - - 21 0 T'fPE AND SHALL MEET THE INVOLVED IN HIS CONTRACT DURING TRIS GUARANTEE PERIOD. 29 SUPPLY MR (CFM) 2.0 551 O A. ALL MATERIALS SHALL BI: NEW AND SHALL BE OF THE B. THE GUARANTEE SHALL INCLUDE RESTORATION Of ITS ORIGINAL CONDIIION OF ALL 4. 9N16TALLATION OF THE E-6TAT 91Et3t W& INl"TW 6TANDA9W RJ-46 a � AWINt,S. ALL MATERIALS AND TEE. ETHi:�ET COC, C:TlOId TO LOCAL. ASA NETILK. W,(A8 PVWVDED BY T14E 30 I/�. �� 1.07 - 1.18 _ CO CAPACITIES OF EQUIPMENT SPECIFIED ON THE DR ADJACENT WORK THAT MUST BE DISTURBED IN FULFILLING THIS GUARANTEE. EQUIPMENT UTILIZED SHALL BE MANUFACTURED IN THE IJNITED STATES OF AMERICA. C. ALL SUCH REPAIRS AND/OR REPLACEMENTS SHALL BE MADE WITHOUT DELAY. AND AT THE 0jbTOI�9R OR DE610.*"TED THIRD PAKTY).RJ-45 t II16T OE INISTALL-ED 31 O.S.A. SENSIBLE HEAT 0.87 0 0 0.67 0 0 CU � B. ALL FOUIPMENT OFFERED UNDER THESE SPECIFICATIONS SHALL BE LIMITED TO PRODUCTS CONVENIENCE OF THE OWNER. U11T'HM 3 FT. ONL OW TWE F-STAT THIETIll A'TAT AND TESTM TO VERIFY" THAT -- � � � 04 REGULARLY PRODUCED AND RECOMMENDED FOR SERVICE, IN ACCORDANCE WITH IT 16 ACTIVATED PRIOR TO THS° MHTALLATION OF THE E-6TAT 32 O.S A LATENT HEAT O.S4 0 0 0.54 0 0 Cr CV ENGINEERING DATA, RATINGS, OR OTHER COMPREHENSIVE U fERATURE MADE AVAILABLE SUBSTITUTIONS: THE"M 106TAT. 33 FANS (HP) 0 0 0 0 �p � ti TO THE PUBLIC AND IN EFFECT AT THE TIME Of OPENING, OF BIDS. A. APPROVALS OF SUBSTITUTIONS FOR "APPROVED EQUAL". MUST BE IN WRITING AND C. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTUREWS SUBSTITUTION MUST BE APPROVED BEFORE INSTALLATION. INSTALLATION WITHOUT PRIOR S- 60111!TA (1)3 PT.GAT!!s r CK GADI.E 155 +'�IIPPLIitD TO COt�fdECT P9�t'I - O INSTRUCTIONS FOR TYPE AND CAPACITY OF EACH PIECE OF EQUIPMENT USED. MAY RESULT IN CONTRACTOR REMOVING SUBSTITUTION AND REPLACING IT WITH Is-'6Ta7 TO THE MJ-46 .IAdC � APPROVAL 34 ROOM GRAND TOTAL. LOAD � 50.071 12.37'1 C �© � WORKMANSHIP: SPECIFIED ITEM AT HIS E>.PENSE. `. I�::ii1iIRED, BUT NCT MCLUDW,0-c-ONM T09e'.�A� UAW Ppam Rtu 36 A. ALL HVAC EQUIPMENT SHALL BE INSTALLED IN A WORKMANLIKE MANNER MEETING THE B. APPROVAL MAY BE GIVEN BY ARCHITECT, ENGINEER OFC, OWNER. TO E-6TAT,2-CONDIICT'OR OW A UM (NON-6WIELOED)UNE POOPA, E-6TAT TO C .0 O ACCEPTED STANDARDS OF THE INDUSTRY. THE IN WORK SHALL BE DONE BY SKILLED IQ1'IOTE D SEN&M,2-�'�TOR'0'�A (NON-6HIELDED)IU 37 ROOM GRAND TOTAL CFM o 0 0 U .� 1=PC M E-STAT TO OLYMOLY ANN SIENSM ate+ . CRAFTSMi N. . ,. ONE (1)E-6TAT A86EMISL.Y * 9REC.1111!'EEL7 FOR L�HVAC WIT- O l] C O U � CUTTING, PAT:.HING AND PAINTING: UNLESS OTHf::R+MSE DIRECTED EY THE LANDLORD CRITERIA. THE CONTRACTOR SHALL PERFORM AU NETWOW II°:'� AND OUTLET(s)TO TWE E-6TAT(o)ARE THE HEAT LOSS CALCULATON DATA � N o ALL CLQ RING AND PATCHING REQUIRED IN CONNECTION WITH HIS WORK. ALL FINISHED RlcBR°ON6IDILITY CIR SNE CI16TOMR OR L'7E60"TED TWNW P'ARfY' SURFACES THAT ARE CUT SHALL BE REPLACED IN KIND SO THAT THERE ARE NO VISIBLE lEEP1 l9ENTATIVI=_ PROJECT NAME LUCKY BidAND JEANS - WASHINGTON SQUARE MALL. PORTLAND. OR EVIDENCE OF PATCH . ._______-_ ._� � SPACE NAME SALES AREA NON-SALES AREAS � Q PAINTING OF MECHANICAL WORK SHALL BE BY PRIME CONTRACTOR. ALL EQUIPMENT WHICH HAS HAD THE FINISH DAMAGED BY INSTALLATION OR TRANSPORTATION SHAII BE t AREA (SQ Fr) 1,692 as8 00 2 COLING HEIGHT (FT.) � rark9 � � REFINISHED. -- - ROOr AND OTHER PENETRATIONS: T')-�Y Ci21111114"Tl1�x 3 VOLUME (CU. FT.) 43.516 7,488 - r 1 THE BUILDING STRUCTURE WHERE THEIlt'IC)bT'AT EACH CONTRACTOR REQUIRING OPENINGS IN THE ROOF OF E B FACTOR QUANTITY BTUH FACTOR QUANTITY BTUH REQUIRED) SHALL MAKE ARRANGEMENTS WITH THE LANDLORD FOR SUCH OPENINGS. PROCEDURE EXWJtM AND COST ARRANGEMENTS SHALL BE OUTLINED 'N THE LANDLORD CRITERIA. COMPLY WITH LYCLE �- ALL LANDLORD REQUIREMENTS. ALI. ROOF PENETRATIONS SHALL BE ARRANGED TO PROVIDE A � �DAY cYc� --- WEATHER-TIGHT INSTALLATION. THE INSTALLATION SHALL INCLUDE, WHERE REQUIRED', A T ��'�" 4 ROOF 0.1 1,092 10,028 0.1 _468 2,480 VENTILATING COLLARS TO GIVE PROPER CLEARANCE FROM COMBUSTIBLE ROOFS, FLOORS. � � P� A CEILINGS OR OTHER SUCH STRUCTURES. FIRE•-PROCF•ING SHALL BE PROVIDED USING s WAIT - 0.00 0 0 0 _ 0 0 MATERIALS CONFORMING WITH WUNICIPAL CODES AND ORDINANCES. ALL ROOFING WORK SHALL BE DONE BY LANDLORD ROOFING GONTRACT01? AT G.C. EXPENSE. s� n 111.WEST HILL i�/aD 6 a.Ass 0.95 0 0 0 o C 1'RINt:IP.1'..Iti+'HARt:I 1Ip� D A96l 4iAMI3'TIED,CT ~63 7 PARTITION 0 0 0 0 0 0 HFff-I Ph. - 0"-252-2444 sx.'D' 8 COUNG 0 �-C,1 0 0 0 0 PRO>JI17 MANAGUA i - - - -- - - - - Fax - r -,3d-4I23 _ - 'u ` ` Cep OUTSIDE AIR t.ae5 0 o toes 0 0 F4 DNAUST FAN�1 S'H[-_DULE E-MAILE-r1All - ora.r�•�ngr,e.s��an 10 S.�fETY FACTOR O.o3 0 3m o.oa o 71, i nRAwal By - 11 SUBTOTAL (4 THRU 10) _ 0 0 �I 10,326 0 u 11.9" BAR MANU&TURER FLOW S.P. ELECTRICAL - i�- PJ-46 6 6K FOR ^- MARK IN.H2O KEMARKS �'IK JACK NIGHT CrcxE 892 10, MODEL r (CFM) ( ) VOLT/PH WA TTS -�_-^ LK.11 tTBTAT 6UP'PL IED GATl�tB0, 13 � -- a� 1. 0 0 0 0.10 488 2.480 NO REASON DATE CEF-1 BROAN MODEL 676 100 U.125 120/1 57 INTERLOCKED WITH LIGHT SWPTCH ® 3�•PATS C48L.1E CUSTCMMQ BLIPP!-IED -- - - - --- s•but CATSAM PATCH 14 GLASS 15 P TZAR TSN aa0 0 0 0 0 0 -- - - ,� 15 CEILING _^ 0 0 0 0 - 0 0 A _ _ NET �� ®ANF r C,7 SAFETY FACTnR ao3 0 301 O.o3 0 74 MARK SERVICE -- MOUNTING TYPE MODULE 11 MANUFACTURER REMARKS e r hAv CW � � r-J �i C C,6 SUBTOTAL (12 TWI 17) 0 y--o 10. 0 0 2.SSS SIZE AND MODEL -•_ ------. --•' --- -- INTERIOR (tA.RIiS SUPPLY LAY-IN 24"X24" _ TITUS - TMSA WITH OPPOSED BLADE DAMPER A _ � DAY CYCLE _ � REFERENCE ONLY -� WITH LOCKING QUADRANT VOLUME DAMPER. 19 LIMITS (50% aREDIY) 3.41 - 3,41 %675 9.678 3.41 936 IA596 N 'T APPRi)VED W1'1'N T1I'S P1=RMI 8 SUPPLY ROUND TITUS - TMR COORDINATE WITH ARCHITECT MOUNTING HEIGHT. � _ ",IWTCH/FItRa 20 OTHER {EQUIPMIENT) 4 1.500 6.000 4 1.500 6.000 -r LAY IN - B ETHEAhIffit - RETURN 24"X24011TUS - SOF 21 SUBTOTAL (19 AND 20) 14676 7•' w N iH COLLARS Ct1bT0�'R ME'P"L.w -� �T HEAT loss - GYP. BD. APPLICATION .-- CAT!!1!)�WlltltdRi PPlOI�! ® _- _._____.-__._. __ ------- INSTALL GRILLE ON STOCKROOM SIDE ONLY - WITH - PATCH}DANIEL TO DAY CIC _� D RETURN WALL MTU. 18"X18" TITUS - 355RL BLADES FACING UPWARD. INSTALL AS HIGH AS TR W-46 JACK � �' 0 _ 4.399 POSSIBLE, PROVIDE AN APPROVED FIRE DAMPER. (LM THAN 9210 Ft.) 0_MM E 22 ROOM Law �. _. _ �UdlrE GOt'R'I16�I1CAT10Nd 23 A4'ERAOE LOAD/'94. FT. t'C71ET Ab IEEGx1lI�D -. _ 0 9.40 -_ F.�CTRIC DJCT HEAIER SCHEDU_E ---___ E--STAT DIAGRAM 24 25 TENANT TOTAL HEAT LOSS �� ELECTRICAL __.._.-_______..� -- ---'-• � SCALE: PLOT To SCALE NItIN1T cYI:LI: GENFRAI. NCJ'I"�S MARK MANUFACTURER CAPACITY REMARKS N TENANT TOTAL HEAT !Ass _ _ AND t2.eT� V PH H2 _ _ • NTH INSL"YED nRMINAL BOX. FAN INTERLOCK RELAY. AIR FLOW, OVFP. TEMP. SPECI ICATI4N5, Till _ � 8FtA5CH teS Kw Zoe 3 40 PROTECTION. MAGNETIC eOaTROI. CONTRACTORS, GROAINDIIbc LUGS AND CALCULAnONS EDH 1 THEAMOSTAT SET AT MT. INT'ERL0rJ(ED WITH RTU -�- ,3 AND DETAILS FAN POW ` - V AS \CLL UW W'TH Q..EC. !-SAT _- -- --.�. LxIrcTI4Ic�►I. ------_ 625-3286-01 1AARK MAMIFAC MODEL. CFM �� ELEC. HEAT REMAWS w r HP V PH HZ 7077 URANCrE1NOOD AVE. NJI 1 GARDEN GROVE.CA 92811 FX. 714.894-7291 157 1MTM **-STAT 9Y LlGMST'AT* PROGRAI>A'4l/16LF PH.714-093-d iPVVAY-1 TITUS D 110M.- Z•11W 1 15 Kw M 3 N THi�tMOSTAT AND SINQE POINT COW4L!%-TION z WWW.HIR3CHB4C4NE8"NG-coM 01/08/07 M2.0 ELECTRIC FEAT. oil if �. c. , t WWTIT- yhq xP , i' a I 11 r Y ,,.t of it -.. , i :. r'....•I... ... .. 4 ',� r k.. .. +.. , '.. .,n, ..: ,,. Iry a i..:4-' - _ :.:I-. ...x. , :.�., e� • >... ..,r !v ,' I..•r_.fy,� �, 1 ,.,• ...,. „ . ILII ' Ir I , j Opal WY�d„Jd f,r t��• 't.tF. 1 DOUG Rt.;)B=M AZA i _0 f EXISTING S n TOILET I , r S C'oCK swig,Vodwaav -( LAV 1 � f ��,un�darynrrip�prlif�Ab'�t` � , �, .,,. 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MTN V: r � .. _� _ .. � � WATM P i�M �-M--�-�-�-«!z OdI9Ira _.�..�•.�..�..�� ( FiEU) VERITY EXACT SIZE AND LOCATION w- CAIN. 3/4- OOPM � T`Yi�'L,.'TO r4aJRaf�f7 C�I7m►Ntil .:,_., . , t ... �a ......�...�....�...._. .....,...�. � L :a�. M Oft CW MA94 �q'� 4�lII�EC7 (N) .^." V'Irf�T LINE 7�1 (E) VENT LINE tMALl CX,�Ai�KJI1T "IA ONM Ncx � T�'9C _ r _ �__7w V1iATM 0� '�"dCtr� L)T ,�J k.E�f,A�tf)1�! w- MIN. ,2- d FIE'ID VERIFY EXACT Imo', C-� _.,.W.�+..«. a....._ .... � ' .rte E (■/��{ j.y Som 9�"'^,J1 YI:rA„`MA+..:r'r�ra.,wv:...�+r+•_vYv.Yn'•.w..�..M LJ4V LaAVATM AMINICAN ST'A 0=076'CMVh WA fr.ROOVi N AA&Mk1 r�N STAMA1RI??C MQ*MX " .�� M � -�-�- - �--. � ?NOT AP ROVED WITH THIS PEP.mrr FAXWT tMTH e'er ILP tZRAO�. 2` i I I�' p N�' I,�3, .7 I" Rt?AiN D3 RALL VA `..._...w...,r_.� «.,.._ Ai�!11RIOM STA '�CENp�F' r 2;/S�=RLC9N"TM W,A,TM 0.0 v rn4 STI .AT Wk ft it _ I�'I.T L+AP� b°11`�' . 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"- � PLUMBING PLAN .. r► --- �r.�r�w>rww..r:.�rwrr.b.w.nr....s..Jra,r......,r.. .. wr.r,.w.......,.»r,.�r rrww.._.rr.rwwtirr.+,.u.,�.sw..n r. r.......wrwrJwrr�r.au,n. � �, � �' .� �� L L��+FOOL � AWD V&�.J � A��Rt er ALVy ote, Z� C A �AT I ACW �'rIC7M+t . 3 T � p� I�! '��" +7 '' Ida t»10 s► °dV k�LST 1 C RM 1O �T P2.0 FOP DETAILS ANY) CIFUIMS q�p��,9� ` +�W ..r MAA I �xe rA A, f+�w ` 1R. cc* 'tib'I Y MCI" i�Nr�1�T' ce al�L�p�r l �1 /s�. �PA"ft yV�L 1�i t!4r Q �A • vA�.�di urI�7 mw a p TO AW �p�,,� y f•" � w;�� Ail >�4 I �w ��i�!� `�� „ � � 625— R� bl ,,: .. . . . �lI�N�" rAM)�►�h0 A18.ds��i � �' -fir 4 A, OR �l11w6 iN h i I t�.W� '!�'LAa�tAT ; F. k td' GANct"GiRC".CIA 1►'�fI , 'w..a.w,. .. • -` _ �•r JAari,al.'IM itaMh6.I,.,«l,llWM�gIfM':'•,YMMR-a.YY1'YIk,�IM4Mes.Y71I�FN.f."wMl•,MYNbtY r'MllkucMY1n:M'4M..LIMAYWMLa.1r�,:YFYr ... ` r. . r „. 01108/07/0 : "ARIFY ALL. �� J fK.�F�h'•r'�1 , , , TO LIQ' �w . . ter+cwtekroa kwsw +r�a> �w. fib, - 1 , Now r/ 4 ' FYI , , i, All, L If mWlWwl% .7 lk 'A 7,7 7.7 AI, V� 7.it V_f 'JET. I All lit 1v will" to, fir- lb. It IMP I.M 'Ity, 'D PIPING BELOW LAV. P, *PPED REQUIRE WKIS. HANDIC# 171 -9- . I ;; w-1 tJL it I da tz AIlk g Li tVA 10 io J io 01, PR .. ........ 'b _ A. GENERAL D. FRAMING NOTES 1• GENERAL CONTRACTORS SWAB L VE. 'FY ALL GRADES, DIMENSIONS AND CONDITIONS AT THE I. ALL EL.EVATIO14S AND DIMENSIONS SHALL BE VERIFIED PER ARCH. DWGS. � T T L LC--� JOB SITE WITH COMPLETE SET OF DRAWINGS PRIOR TO BIDDING AND COMMENCING 2. ALL METAL FRAMING SHALL BE 3-5/8" PER DWGS. �� CONSTRU+C*,TION. THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES �TEM-AL ,rwuo OR INCONSISTENCIES. J. ALL METAL TRACKS SHALL BF: 16GA. U.N.O. ON DWGS. 2. ALL MATERIALS AND WORK PERFORMED SHALL CONFORM TO THE LATEST RECUIREMENTS OF 4• ALL METAL FASTIENI-RS SHALL BE A MIN. OF #10 SCREWS U.N.O. ON DWGS. THE INTERNATIONAL BUILDING CODE (IBC 2001 EDITION) AND ANY OTHER APPLICABLE CODES AND ORDINANCES. 5, ALL BRACING SHALL BE 3362'S125-33 ALONG SOFFIT (I.N.O. ON DWGS. moo Uin ftv W,= wM=0& CA/tea 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND 6• VERIFY EXISTING FRAMING CONDITION IF :TIFFERENT AND NOTIFY STRUCTURAL_ ENGINEER PRIOR TO T. 02lIb1.2� F. 911� DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE SHOWN ON 'THESE ANY MODIFICATION OF. START OF WORK. www . 1 I t t I o o w I I oo • . is �+ M DRAWINGS IS STRUCTURALLY SOUND ONLY IN THE COMPLETED FORM. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, M miAbe A*Amaw,10" BUT NOT TO BE LIMITED TO. BRACING, OSHA REQUIREMENTS, EREC 71ON PROCEDURES, E. WELDING .fLA*L-_*wWA4i*dwdCsaft- IN SHORING FOR CONSTRUCTION EQUIPMENT AND SHORING FOR THE STRUCTURE. r*nx&eisK ap*R;Madwxm slAk Awmig I. ALL WELDING SHALL CONFORM TO THE LATEST EDITION OF THE STRUCTURAL WELDING CODE aim+OblvrrrilAnrannrttirj►n►liifiih,rlaal� 4. IN NO CASE SHALL DIMENSIONS BE SCALED FROM ."'AWINGS AND/OR DETAILS. ANY ANSI/AWS D1.1--2000. DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE 2. ALL WELDING SHALL. BE PERFORMED USING THE SHIELDED METAL ARC WELDING **mid"ia"'Wis4daA"e ARCHITECTS AND THE ENGINEERS ATTENTION FOR CLARIFICATION PRIOR 14 PROCEEDING. PROCESS fSMAW) WITH E70XX ELECTRODES OR THE SUBMERGED ARC WELDING PROCESS Lk&2M ANY WORK INSTALLED PRIOR TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE SAW) Y ifA E70XX. LOW HYDROGEN ELECTRODES SHALL BE USED AND PARENT METALS CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE 5� LL BE PREHEATEU. OWNER. 3. ALL WELDING SHALL BE PERFORMED LlY A CERTIFIED WELDER. ALL FIELD WELDING (f"" SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR. ALL FIELD (E)BLDG. WALL - ,y (E)BLDG. WALL 1.,,won E YELD 5. WHERE A DETAIL, SECTION OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL AMPLY WELDING MUST BE INDICATED ON SHOP DRAWINGS. �1k 2 FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 4. ALL EXPOSED WELDED CONNECTIONS SHALL BE FILLED AND GROUND SMOOTH AND NP• ,� SUBJECT TO ARCHITECTS APPROVAL. �' O�' S2 APR ] 3 7QQ1 6. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCIES 5. ALL WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. SIZE OF WELDS SHALL jw �' - BETWEFN SPECIFICATIONS. GENERAL NOTES, STRUCTURAL PLANS AND DETAILS. BE BASED ON AISC STANDARDS FOR THICKER WERLAL CONNECTED. - ivL /� I %,II Y lJr Iltie (b 7. ANY REFERENCES TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL 362 2T T"T1'I'tTTf'_Tvi iygq)l BE MERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW! AND SHALL NOT RELIEVE F. SCOPE OF WORK � �o><Sf``43 THE CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE 1. STOREFRONT FRAMING ON EXISTING BUILDING � C0� REQUIRED MATERIALS OR LABOR SPECIFICATION. N 3 8. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS ALTERNATES ARE N x APPROVED IN WRITING THE ARCHITECT OWV'R AND STRUCTURAL ENGINEER OF THE tD o _A v Es>' a' ►� S125� _ RECORD. +�5�?s I BOX COL p I 0 9. CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF O� THE DISCIPLINES WHO MAKE THESE ATTACHMENTS. REVIEW AND COORDINATE ALL THE D IT K G A B Fr Fr S REQUIREMENTS AND THE ARCHITECTS PROJECT SPECIFICATIONS AS APPLICABLE. • - AMERICA►. 10. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND %OORDINATION WITH (E)BAR ,o ARCHITECTURAL. CIVIL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SPRINKLER DRAWINGS. JOISTS TYP. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT ^ � to N m 2 OF ALL SUBTRADES. O.H. S2 �' ii. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES x M m WHETHER INDICATED ON CONTRACT DRAWINGS OR NOT, AND TO PROTECT THEM FROM DAMAGE. REPAIR AND REPLACE OF SAID WORK SHALL BE AT THE EXPENSE OF THE � CONTRACTOR. S v 12. UNLESS NOTED, SUBMIT SHOP DRAWINGS FOR ALL FABRICATED MATERIALS. SHOP DRAWINGS WILL NOT BE REVIEWED UNLESS. THEY ARE APPROVED AND ACCEPTED WITH A STAMP FROM GENERAL CONTRACTOR AS CONFORMINC TO THE CONSTRUCTION DOCUMENTS. �� GOv' r� Q cepp I O 13. VIBRATIONAL EFFECTS ,mECHANICAL AND/OR ANY OTHER EQUIPMENT HAVE NOT BEEN 04 ' Of CONSIDERED BY THE STRUCTURAL ENGINEER. cn N m 3 TYP. q i 14. UNLESS NOTED OTHERWISE. ELEVATIONS SHOWN ON THE DRAWINGS ARE TO TOP OF BEAMS M m S2 � cis cc V) AND FOUNDATION. = CD t` CD 0) B. DESIGN CRITERIA �_ a L � .�s I � T- a � O CODE: INTERNATIONAL BUiLDiNG COOE 2001 EDITION -f '�,, O+CO�`5�Ir DESIGN LOADS: Aga`�� O O INTERIOR WALLS: 5 PSF (E)BLDG. WALL �+� 2 (E,IBLDG. WALL S2 Tn O) C. _JGNT GAGE STEEL FRAMING I. ALL STUDS, JOISTS AND TRACKS DESIGNATIONS ARE BASES ON PRODUCTS MANUFACTURED BY THE CURRENT MEMBERS OF THE STEEL. STUD MANUFACTURERS ASSOCIATION (ICBO #ER-49438). ALTERNATES MAY BE SUBMITTED WHICH EQUAL OR EXCEED THE PROPERTIES OF THE SPECIFIED MEMBERS WHEN APPROVED BY THE ENGINEER. 2. ALL FRAMING 'SHALL BE GALVANIZED OR PAINTED CARBON SHEET STEEL. TOUCH UP ALL WELDS AND DAMAGED AREAS WITH APPROVED `l'iO-RICH GALVANIZING TOUCH UP PAINT FOR GALVANIZED PRODUCT;. PAINT FOR CARBON SHEET 1 ?ODUCTS. ,,. ALL CONNEC"TIONS SHALL BE WITH SELF DRILLING SCREWS OR WELDING. SCREWS OR WELDING IUNMAL IN CNAIGs SHALL BE OF SUFFICIENT SIZE TO INSURE STRENGTH OF CONNECTION. WELDING SHALL BE IN K8 ACCORDANCE WITH (AWS) D1.3, STRUCTURAL WELDING CODE-SHEET STEEL. MOJEC r MANAGER 4. FABRICATION AND ERECTIONS SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. . . . . . . . . DRAWN ISY SCALE ksl/4"=V-0 ALE 5. PROVIDE TWO ROWS OF BRIDGING BETWEEN WAL�.a UP TO 12'-0" TALL. _ PARTIAL ROOF PLAN ,/4-ay'_Q- 5 PARTIAL FOUND. PLAN2 �" _-s NO. RRASM _ DAIM S. AT METAL STUD BEARING WALLS PROVIDE 10" GF UNPUNCHED STEEL AT BOTH ENDS OF STUD. 7. JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS OR A LOAD DISTRIBUTION MEMBER. ---- "� ROOF FOUND. PIAN PLAN 8. ADDITIONAL JOIST SHALL BE PROVIDED UNDER PARALLEL PARTITIONS WHEN THE PARTITION LENGTH -- - I EXCEEDS ONE---HALF THE JOIST SPAN. 5 2 " 9. END BLOCKING SHALL BE PROVIDED WHERE THE JOIST ENDS ARE NOT OTHERWISE RESTRAINED r 81 S, FROM ROTATION. PROFF nW �G / Gin 10. CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED A'i 8'-0"O.C. MAXIMUM FOR ALL JOISTS MORE THAN 12" DEEP UNLESS BOTH EDGES ARE HELD IN LINE FOR THEIR ENTIRE LENGTH. I _ W",_ 11. METAL FRAMING CONNECTORS SHALL BE THOSE MANUFACTURED BY SIMPSON STRONG-TIE, AS I ` ' SPECIFIED ON PLANS. CONNECTORS BY MANUFACTURES OTHER THAN SIMPSON MY BE USED PROVIDED: { A. CONNECTORS MEET OR EXCEED THE CAPACITY OF THE SPECIFIED SIMPSON COUNTERPART. 8. CONNECTORS ARE APPROVED f OR USF IN A CURRENT ICBG CiALUATION _ REPORT. 1 u II n n "� II II II II I � s • VERIFICATION TWX CAPACITY OF HARDWARE BY ALTERNATE MANUFACTURES MEETS OR EXCEEDS CAPACITY OF SPECIFIED SIMPSON HARDWARE SHAII BE TIAE RESPONSIRILITY II II +I II I OF THE CONTRACTOR. F/►�MmERS FOR ALL CONNECTORS SHALL BE AS SPECIFIED BY ii ii ii II THE MANUFACTURER FOR FULL CAPACITY OF THE HARDWARE. 10 1, 11 II II I I CONaULTING 12. ST1tl.1C'1URAL MEMW.RS SWILL NOT BE CUT FOR PIPES. ETC. UNLESS SPECyFICALLI' DETAILED, Ii 11 • r a 1 a T u w A l AND JOISTS ARE STRICTLY PROHIBITED. II II g II n NOTCHIWG OF Si'UFJS TTP. � I a M o 1 M e e A• . � 0 IL � 13, UNLESS NOTED OTHERWISE. THE MIN*" YIELD STRENGTH OF COLD-FORMED SM1 STUDS, JOlM. TRACKS. FLAT STWPS AND OTHER MEMBERS SHALL BE 33 KSI. (EXCEPTION; USE yO KSI ii ii n n I I Rr �> FOR 601OS250-54 STUDS) II II 11 11 GENERAL NOTES,KEY PLAN 'r10 } n n u u 01 II n n n I w SCCA OF WORK I _ T1".Zi�l2T_T?.ZI_ZZZ 1_ .�'77'7'1?'TTrm ..� meowdombmww� - ._.__ _. ,.._A.._._..___._ �..�_.__� _�,.• � DST � zl►a� �7 SCALE KED' PLAN �`s. - 8 PLAN 1 „ , J f q i l : - .r.lr.. w ilL••au. .ti.u.w'.r. •nwr...Wi wr/i.•wr.a.n•+aH.r.✓ ..wx.a.u, .._....._,..... .....ox....... rK .. -,... /4�SOAwa'6y1�'�.7.d�f6YttlfMtiAilWwY•rC' ,n,+..wHv.1. w ..wi....,,. ...,.w.:.-. ...,.s ,..a.. rr+J.i .a...:..iw ryyuw.r n.ww r+.arew.. ww,a..:yiriu .w. .. •rrV,.a.--w..;.raw.,.s..+w� w,wua:wmwrru.s.r+,a.wr .,a ..w«.a.rr....w.:,.....nv„rMYWwM LITTLF 362T i 25-43 CONT.--,,,,, FOR CONN., SEE � _- FRMG. -- t01e tda ni @ aftIM0 ad taia U M EL-1'-0” T. tW�.fit2w !1: tt�+it290't VERIFY W/ARCH. I 362S125-33 MTL. I www. 11ttl • • stlp • . ao ■ STUDS O 16"O.C. TYP.-- —_— FINISH. Tl Ammiq ilkA ��owi� I SEE ARCH. of 1�Ir�Mr� II CMIt� !fie -15/32" STRUC I VmAm~Aoft0r°AW'Wjf'*A� PLYWOOD SHTG. - id- W lImi? ''o"a'xmwir m'&v - FOR CONN., I I i�2W -- SEE I 362S125-33 O 16O.C.. lYP. W/BLKG. O PLYWD. EDGES 362S125-33 DIAG. BRACES O 16-O.C. TYP. + + + + 362T125-43 CONT. W/2-0.177"0 PINS O 24" O.C. MIN (12/16" EMBEDMENT) ER-2388 EL=12'-0" (E)CONC. SLAB-ON-GRADE VERIFY W/ARCH. 4--#10 SCREWS TYP. - CEILING. SEE ARCH. t t t t a FRMG. _ + + - - + + EL-11'-l" -- t 2x2x1 EIGA. ;•�: :•� 1 I u- CONT. TYP. VERIFY W/ARCH. a.' v'' • o O O �— 362S125-33 MTL. i STUDS o 16"0.C. TYP. D V A $ E D 5 2.7527_D07B 27515_D06G I"Tema am ,/ )_ 12 9 SECTION SCALE 1 _oN 6 DETAIL/ CONN. � SILL SCALE -o" 3 6" LONGx 14 GA. TRACK SCREW ATTACHED TO FULL HEIGHT STUD 362S162-43 W/6-#10 SCREWS & TO HEADER W/3-#10 SCREWS EACH FLANGE. L4x4x4x 1/4 ' (SKEWED AS NEEDED) HEADER ATTA HMENT / (E)METAL DECK cncn MIN. 22 GA. co T/MTL DECK / e -A 362T162-54 all 8 a 8 w O EL=VERIFY W/ARCH. — 1/2" G g -- - - - - - -�++ - - - - -- - - - 2x2x 16GA. CLIP ANGLE. --EQUAL $ c t , TOP do BOTTOM OF 1" Cv9 c� cc HEADER (1/2" LESS 4-#12 THAN STUD WIDTH) 1/2" d1 362S162-43 .c CL SCREWS TYP. W/3-/10 SCREWS EACH LEG 3/16 — ATTACH TOP do BOTTOM " (N)MTL. STUD TRACK W/2-x)10 " SCREWS O 16"O.C. r / / / \\-362T162-54 / / / B-0 (E)STEEL EtAR / JOIST TYP. — FULL HEIGHT JAMB STUDS W/2-#10 SCREWS O 16-O.C. ranjcVAt.w cwUcs K3 CONT. TRACK TOP do --UNPUNCHED STUDS, SEE "A-A" BOTTOM. SEE 'A-A" 27520_D07 B , T 27527 - u>IAwra 1T _DO6B 27527D04G . . .. .. .. . . 113 SECTION - SCALEI .-�" 5 SECTION 3�1 '-ON 2 (E)MALL BULKHEAD --- —' 15/32" STRUC. I PLYWD- SHTG. W/ #8 1 L4x4x4x 1/4 SCREWS O 6"O.C. ALL 2'-4L4" — STUD TO ATTACH TO (SKEWED AS NEEDED) - EDGES do FIELD VERIFY (E)JOI T MEMBERS, \ SEE s FOR CONN. MIN. 24 DECK 4--012 SCREWS 3625125-33 STUDS PR MIN. 24 GA. - ---� O 16"O.C. TYP. -- �, — 362S125-33 STUDS �'� t31Ng4, . \ O 160O.C. TYP. T/MTL DECK T FRMG._ EL-VERIFY W/ARCH. _ --� —� EL-14'-0" - -- VERIFY W/ARCH. \_ 3-#10 DIAG. BRACING 362S12 -.33 O�GiON Lil SCREWS O 16"O.C. TYP.. SEE • 'F-��, j�. ' BOX BM. TYP.. SEE ,, FOR CONN. 362T125-43 CONT, EA. GYP. WALL BD. Typ' 3�1s END. ATTACH TO (E`WALL -- CEILING, SEE ARCH. W/2-010 SCREWS EA. STUD -2x2x16GA. CLIP ANGLE W/2-#10 3625125-33 STUDS O 362S125-33 BLKG.- --- I SCREWS EA. STUD -� 16"O.C. TYP. .� GLAZINf SEE ARCH. ---- —4-010 SCREWS TYP. _ OOMOULTIN• SIGNAGE. SEE ARCH.-- __8�MG. — O T R U c T U R A L y/ " GYP. ELR9'-fi •NwINl�R• N 0 L3x3x18G11. WALL BD. VERIFY WpARCH. (E)STEEL BAR CONT. TY{'. — 4'-#4" rL TO `C. JOIST TYP. - 362S125•-33 CM. BRACES O — 48-O.C. W/362T125-43 CONT. VERIFY EA. SIDE: O MIO LENGTH -- DOOR, SEE ARCH. SECTM9&DETA6.a9 a 27521.-D05B 27527-D03D sj 7 SECTION4 SECTION Of Zy 1/2 -1 -0 tII� T 11 Tq� .. • / a r I _.J r , , r ' , u , - r 1' .k r J , r r . ,� r t '.: {'ng:'bse .:.. ,,..1, ..-s..,C+�-, "�:•It Mr•�„y,{,.�rj • ,. ..�ks M, ',,.,:-„1". . I .. e :.... ,. .. . a . ',•. ,e: .<. .., � ,.: ,. ..:. ... !w .r ,.. _ , .a� t i'- ,� , .. r , r • , 4 /1 7. • I11IP'� J f Y'1 „ r . 1 k Y ' kT i� r }• ' • Y .4' t !„ J S •.1 1- ---------- - •.----- - c• • ' •' ��♦ RP _ ' Op iz Y • • 1 .��r1,1..�� ^, ► .� , . � ars.. � 4 ar�r. �� ^�; <� s a 1 1 . PO G .tA..,Oh p I •.�. 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' i � ► Iw MM im 77-7- 4: • t I r r t ..eve � •,„• ,,:::. . .,:. , v+i�,r.'47.tw.u�e..,'.n,:u,.s.>nc....r.,s.xw�,.,.....,...:,..w..m...:,,,.:,.....,......,:.:.•....<..'..r..Y..:..s.....s...:..s.w...w.�.w.a +.r�rr....;..+....y.�u..,<+ iradiwr� 1+7r.a wYCrurrwJw.r.+Y.ruYrFsrrawars.awW'aoaiW.YWFw.v---- .•— ...w.a,,,, 4' ��r.., .,� �..�s,, »..r....0 ...,w�.+zw'rove+..a.u.wrauu....w...-..,wwaY, ruJc:eMiYroiewY3 '� YY�Yi►liifll�G " I` - frrauue.F:r.c;ar...:a....w....,s.:.::t.....uw,.•.Y i,r....wr.wwi....�.Y:._w:i........,...,....-.�.-..�-r.�...w.r..:..,..,..,....r...,,o....e:....r. •^,.,._. - ,..,.,..,r �' •'uelr:«,+�;e,rA.;,, � ;,,,,ra'� �its�.r .lYrc'1rY- .,,_'__.��:_. .. .. ..: _ - ,. i•Y. P t' ABBREVIATIONS E L WASHINGTON SQUARE At EA Each IAS to y R. Radlw PROJECT TEAM X11 Y Ul' 11U.AK And E. Each Fare LAME East L. L.annkaes RALength R RebaotnAk 9473 WASHINGTON SQ . RD . II Tff Tr%, To nnncAb Anchor Boil E.AGO Expoaad LAV �y RB RaAber BssrsAIC I nr Conmor 61 E�arinonn LB lip&�R RD Rod Drainr OWNER �kq THE MACERICH COMPANY ACT Aoc6ttalfSCM Cuing T>hs EL Elwatiotn LDW Lose Door Width REF Rehrwnoa ACOUB Aooulrrr i ELLC Electrical L.I. Lsnd Island REFL Reflected AD AD AnaDram ELEV Elevatar LKR L.odcar REFR Rehiperalor DESIGN WESTERN DE8:ON GROUPADD AddendumE.O.S. Edge of Slab LL Lint Load REINF Rair C07-CO8 TEAM 4812 NE MINNEHAHA$T ADJ ENCL Endoaana IS L.arndscq*v RESiL Resilient ADJT ENOR ErVineer LT LJpId REQ'D Required VANCOUVER,WA 98881 A.F.F. Above FkaMh Floor EP Ekw*lcal Penal LVR Lotrwer REV Revise or Re-dslon 380-899••5317 7818 FAX AGO EQ Equal RM Room ALS Standard EQUIP Et `xrtarM M —R.O. R TIGARD , OREGON 972 3 CONTACT:DA D HARDISTER,AIA ALT ANOD An EW Each WSlde MAT'L, MaletlaRCDP R�L� APPROX Appno�dmals EDF Elaclrio[rating Foix Machine 8" 1 AUTO A EXIST E� MC �CCaree PROJECT DATA A.F.C. Above Fkthh Co ttii EXT E� MDO MedwrNcalE��*$ 3tsAh B MED MedMxn Sc Solid Con BUILDING LOCATION WASHINGTON SQUARE MEMS Marnbrane SCD Seat Cover Diepenser 9473 S.W. WASHINGTON SQ.RD. BC Bottom of Curb F—- — -- -MEZZ Mezzanine $GRED Scttsdaola TIOARD,OR.97223 ; MFR MwKdWt" SD Boap M"� ` BO Blow FA Fin Alarm MH Mrem� SECT Section BITUM BMa11111*oush FAFlwST Flag MI Malesbl"Mon SOE s.rt�!-plata Enamel THIS PROJECT IS TO DEFINE TENANT SPACES C07 & C08t REMOVE ONE USE RETAIL SPACE BLDG BuMdlrq FBA Furnished by(Xhem MIN MknNnrnurn H;. BLK N�odr FD Fborpo�akn MIR Mirror SH s at�kw EXISTING REST ROOM AND RELOCATE EXISTING ELECTRICAL EQUIPMENT. BUCO Banc FDN Foundation MItaC AAhoagarnaoeu gMiWFt SS ed OCCUPANCY GROUP M B.M. NsTataoln FE FireExtlnrluishar MO MasotsrryC�pankng ALL TENANT IMPROVEMENTS ARE TO BE UNDER SEPARATE PERMITS BY THE ■ BM Dean O p Mourned SIM similar FEC Fie Extlrntvlat►er Ca" AREA OF WORK: 5084 S.F. B4O. Bottom of... Mdd SJ Selsrnlir Joint �, � •ger ";. �. FF Finish Fia�r BOT Bottom MULL eft(n SL SHdt; TENANTSY u h B�k�p FHC Fire Hose Cabireat et SCOPE OF WORK: MOVING OF EXISTING DEMISING WALLS, BRt3 Sid FIN Finish MEDCAB Medicine Cabinet SM ahe Mtrtal B.S. Botit ss SND Sanitary Napidr.Dispenser DEMO EXISTING BATHROOM W: BSMT Basement FL Floor SNR Sirtltaty Napkin Rec"Ands ADD NEW EXIT DOOR g,..; FLASH Ftasltktg SPEC Spec lrt�o;+ort BURN BBeetwee RRoof FLUOR Fiuo,,•scwet N —SQ Square �s>< BPW Bad P.n FU Face or N North s$ Stainless steel INDEX O F D RAW I N G S FOC Face of Concrete S 8 V Stain&Varnish 4 �p�c ,a e FOF Face of Finish NAT N�Ililtal A0.1 COVER..HETET a C � STA Station � -------.OM Face of NAasorwy STD Standarc! ChamelFOS Face of Shod NIC: Not In Contract +:r IAB C Cabind FOTS Face of Tube Section NO.OR d Number STL SteeSTK n D1.0 DEMOLITION PLAN CB Catch Basin FRT Fin Retardant Treated NOM Nominal STL StorCONSTRUCTION FT Foot or Fed NS NeN�N SbA ep A1.0 FLOOR PLAN CEM Coment NTS Not 10 Scats STRUCT Sructmal AND DETAILS CFI Contractor Furnished FTO Footing NIS Not In Shell Issue SUSP Sus;ended and Irtatelled FURR Furring 3YM Symmetrical CG Corner Guard SYST System C.I. C�Iro�tn Installed L%,y G —_� CLG Calling GALV OGaA�attlzed OA Overall T CCLR CIM LOS GA Cb GA Gob Bar OBS ObscAvo T Tread —` N CJ Contraction Joint GC General Contractor OC On Center TB Towel Bar C.JT Control Joint OI Galvatnized Iran OD Outside Diameter TT&B Top-nd Bottom g W CMU Concre!o Masonry Unit GL Glass O.F. Owner Feornished, TC Topof Curb 4 COL C;okNnn OL GNU Ground O.F.C.1. Furnished, el phone COMP GP nlraa OFF, Office EMP Temp z CONC Corncneta GRD Orad! OH Over bead T 6 G Tome*and Gmare V/ © O CONN CCurmnirilon�'V GVP Gypown Veneer PIMe-or OPNG TJ K Tool�Jdnt to ti CONST Conshucl n GYP Oypwm Board OPP Opposite 05 Outside TP Top of Paverresnt O CONT Congnulor OR Owner Furnished TPD Toilet Paper Dispenser z (� W CORRR Corrldoo r H TPD(S) Surface Mounted CORK Cart{dot .� s Installed Tolle Paap�per Dispenser CR Cont wAw Rough4n HB Hose Bibb TS Tube$ectbn CRRR Co*=W Removed, HC Hollow Con W RebcoW 8 Reinii1ed HC Hatndkap Parkkp SWI P TV Teles Isiorn CS cour if'eunk HDWD Hardwood TY Top of Wail Z U C� y a TYP Tya�d BIDDER DESIGN ELECTRICAL CRITERIA C:to.•I Conslnxtton Joint HDWR Hardware PAR Parallel /, CSMT Casement HM Hallow Metal PC Precast GENERAL NOTES, CT Ceramic Tile HORIZ Horizontal PIP Poured in Place Q CTR Carder HR Hour PJ Panel Joint U Cente"Ino H. r' p PL Property Line UNPIN Unflr.. 1. ALL WORK TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF 1. ELECTRICAL DESIGN CONTRACTOR WILL CCi7RDINAT•E POWER,SIGNAL AND LIGHTING 8W Cold Water HVAC Oi�eatlngNentlk&V P.LAM Plastic L.rarrninats �Condidoninp pU8 p�� UR Udnrl� TIOAFD.THE CURRENT EDITIONS OF OREGON STRUCTURAL SPEClI.LTY CODE. DESIGN AND PROVIDE CALCULATIONS IN CONFORMANCE WITH STATE ELECTRICAL �/'1 `.�/ HW Hot Wt�latsr PLYyWiD PP U/CUT Undo r taut ANY BUILDING OFFICIAL, SUBCONTRACTOR OR TRADES PERSON CODE,ENERGY CODE AND BUILDING COnE. �/J D U.N.O. Unloa Ncdsd Okhe W*& NOTING DISCREPANCIES SHALL NOTIFY THE DESIGNER IMMEDIATELY PREFIN Profit-Ashed V UPON DISCOVERY. 2. ELECTRICAL DESIGN CONTRACTOR WILL RE I!EW THE PROGRAM DRAWING DBL Douce I P.T. Pressure Treated AND WILL MEET WITH THE TENANT TO FINALIZE THE EXACT POWER LOCA71ONS TD C Tows!Dls V Elarrier 2. CONTRACTORS SHALL COORDINATE ALL REQUIRED INSPECTIONS BY THE AND REQUIREMENTS FOR EQUIPMENT. DESIGN WILL PROVIDE FOR CODE p�p� Csrrnol�sFn ID Inside Diameter(Dim.) PTDR Canbination Paper o&RT V REQUIRED AND MAINTENANCE RECEPTACLES. DESIGN WILL INCLUDE rOUNTY OF CLACKAMAS,AND ANY OTHER GOVERNING AUTHORITIES AS DET INSUL Insulation DI ve`iX REST Vestiwr a FIRE ALARM SYSTEM IF REQUIRED,COORDINATED AND EXTENDED FROM c DdkirRp FountAkn INT Interim PTN Partitlart REQUIRED. --®' DIA own** INV invi PTR P Towel Renew G Vo iPf BUILDING FIRE ALARM SYSTEM. OUTLETS,PHONE AND DATA JACKS SHOWN SHEET TITLE DIAD DIa001fa1 IPS Iron PIM Size PVC Po ri - r'- VO Vortical t3tsin 3. CONTRACTORS SHALI.VERIFY AND CONFIRM EXISTING CONDITIOP ON ARCHITECTURAL PLANS(IF ANY)ARE MINIMUM REQUIRED AND MAY NOT DDIMIP DMwww on PVMT Pavernew SHOWN OR IMPLILiD ON DRAWINGS PRIOR TO THE START OF INCLUDE ADDITIONAL.OUTLETS REQUIRED BY CODE OR FOR MANTEi 1ANCE. COVER SHEET W CONSTRUCTION OR ORDERING W%TERIALS,AND NOTIFY THE DESIGNER D'� '� JAN Janitor —� —� � 3. ELECTRICA►,DESIGN CONTRACTOR WILL COORDINATE HIS WORK WITH THE DL Dud Load OF ANY DISCREPANCIES. DMT Diable •� Joist W �'W West. ARCHITECT ANC WITH THE HVAC AND FIRE SPRINKLER DESIGN/BUILD DN Domin JS' Joist Q W/ With 4. CONTRACTORS SHALL OBTAIN AND PAY FOR ALL TEMPORARY UTILITIES CONTRACTORS. WG Water Closet INCLUDING ELECTRICITY NECESSARY FOR CONSTRUCTION. DID DR DW�n Krr Kin T gym'� W.D. Wnd w Dimension 4. ELECTRICAL DESIGN CONTRACTOR WILL MEET WITH THE TENANT TO REUSE OF DOCUMENTS Ds Downspout KD KNkn*n WD Wide m 5. ALL CCNSTRUCTION DEBRIS TO BE NEATLY STOCKPILED ON SITE UNTIL DETERMINE AND/VR CONFIRM THE LOCATION OF ALL DATA AND COMMUNICATION DSP Dry Standpipe WG DISPOSAL.ALL DEBRIS IS TO BE DISPOSED OF IN LEGAL MANNER AT P, CONNECTIONS REQUIRED AND INCLUDE COr.DU!T TO 8"ABOVE FIN CLO.BOX AND This docurrncynt,and the Ideas DT Drain Tile WH W Heater LANDFILL OR RECYCLING CENTER.NO DEBRIS IS TO BE DISPOSED GAF IN PULL STRING IN THE REQUIRED LOCATIONS UNDER THE T.I.CONTRACT. and designs incorporated,as an D111+0 Is,,struneenk of rofesalonal D , or Round /W Without LOCAL WASTE COLLECTION FACILITIES. service Is t o)property of WS o lIn ng 5. CONFIRM LIGHTING SWITCHING REQUIREMENTS WITH OWNER Western Design Group, Inc. 8. CONTRACTOR SHALL INFORM THE DESIGNER OF ANY AND ALL and Is not to be used,in whole WW SCT WW'm`,� REQUESTED CHANGES,CONTRACTOR SHALL NOT PROCEED NTH WT Wel M REQUESTED CHANGES OR DIRECTIVES WITHCUT PRIOR AUTHORIZATION or in part,for arty reason without WWF '��VWAre Fabric FROM THE nE81(3NER AND A WRITTEN CHANGE ORDER. G. CONSTRUCTION AND AS-BUILT DRAWINGS TO BE PROVIDED ON ELECTRONIC Ute written authorization of M_DLA,AUTOCAD RELEASE 14 OR LATER,TO THE ARCHITECT FOR THE Western Design Group,Inc. OWNER'S RECORDS. 7. CONTRACTOR SHALL PROVIDE STORAGE FOR ALL BUILDING MATERIALS IN ACCORDA►`+CE NTH MANUFACTURERS RECOMMENDATIONS. 7. ELECTRICAL DESIGNMUILD CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY L ALL DEVICES,INCLUDING BUT NOT LIMITED TO:STROBES,ANNUNCIATERS AND 8. AIL SUBSTITUTIONS(MUST BE APPROVED BY DESIGNER,ALONG WITH EGRESS LIGHTING,REQUIRED BY ALLAPPLICABLE CODES.a^:"SER AND DATE ISSUE WRITTEN REQUESTS CONTRACTOR SHALL PROVIDE ALL INFORMATION LIGHTING DRAWINGS INCLUDED IN THIS DOCUMENT ARE FOR DESIGN 01/25/07 PERMIT REGARDING THE SUBSTITUTION IN QUESTION,INCLUDING COST. PURPOSES ONLY.ANY DEVICE REQUIRED BY CODE OR BY BUILDING OFFICIAL AND NOT INCLUDED IN ELECTRICAL DESIOI/BUILDERS BASE BID SHALL BE 9. SOLID WOOD BLOCKING,INSULATION,OR OTHER FIRE STOP MATERIALS IS INSTALLED AT THE ELECTRICAL DESIGN CONTRACTOR'S EXPENSE. TO BE PROVIDED.BETWEEN TOP STORY A, 'D ROOF FACE. 10. CONTRACT^f:SIANLL PROVIDE SAMPLE OF FINISHES AND STAIN COLORS FOR APPROVAL,WY DESIGNER.THIS INCLUDES INTERIOR,WD EXTERIOR PAINT,AND SHEET ROCK TEXTURES. CM OF TIGA�1D MECHANICAL, ELECTRICAL, PLUMBING AND 11 OVER SCALE OFSIDRAWINGS.DOONS AND TNOTEA&REDRAWIN DES ON DRAWING SHALL TAKE RAWINGS M11JE l�,asbottat1P01 «« FIRE SPRINKLER DESIGN BUILD NOTES ANY DIMENSIONS.DR?WINGS ARE IN SCALE FOR PURPOSES OF UE81GN AND INTENT ONLY.ALL DIMENSIONS SHOWN PLANS ARE FROM AND TO 1. ALL MECHANICAL,ELECTRICAL,PLUMBING AND FIRE SPRINKLER WORK SHALL FACE OF FRAMIF -IR FROM AND TO CENTERLINE OF WALLS,UNLESS � r BE PROVIDED UNDER A SEPARATE CONTRACT AND PERMIT.SUBMITTALS SHALL OTHERWISE MOI 4 $ / + �� DRAWN BY KK BE DEFERRED. 12 ALL FEATURES OF THF,WORK NOT FULLY SHOWN SHALL BE OF THE SAME CHECKED BY DH 2. IT Ib THE DES*W BUILD CONTRACTORS RESPONSIBILITY TO CONFORM TO TYPE/Or)CHARACTrcR OF THAT SHOWN FOR SIMILAR CONDITIONS.IN THE ALL APPLICABLE BUILDING CODES AND- 3 PROVIDE ALL DOCUMENTATION EVENT:oF THAT ACOITIONAL WORK IS REQUIRED TO COMPLETE THE WORK AS ---�— RMI HIRED TO OBTAIN PERMITS FOR WORK UNDER THEIR CCW.TRACT. iNTENDED OR REQUIRED BY GOVERNING CODES,YET NOT FULLY SHOWN JOB # : 07-4005 OR OMITTED i3Y IN THE DRAWINGS,CONTRACTOR-S)MUST 8T1t,L PROVIDE 3. THE OWNER AND ARCHITECT ARE NOT RESPOFJSIBLE FOR A 1 MC*IAL COSTS FOUNDATION,CARPENTRY,MECHANICAL,ELECTRICAL AND OR/PLUMBING DEFERRED INCURRED DUE TO DESiGPYBUIL.D CONTRACTOR'S ERROR AND�. A8 REQUIRED FOR CERTIFICATE CWF OiICUPANCY,INCONSISTENCIES,OR � ..e DISCREPANCIES. PA A" r... DATE: 01/15/07 13. VERIFY ALL DIMENSIONS AND MFIt.SPECIFICATIONS OF OWNEF FLIRNISHFD EQUIPMENT PRIOR TO CONSTRUCTION. lPMs-41, •+�G �" .j � SCALE: AS NOTED 14. DO NOT SCALE DRKMNGS. !hr LY•i0oft •.�. iw►� �-- S" ..� FILE: r SHEET NUMBER OFFICE COPY ,., A0.1 144e a �� verve was w.�c�a�ww�.wew..e�wawsu.cw�.ver. Ff �t� � ,. �..-. - ,,, - ......,........ '"'•"^""„rwrw'.w7wwurw+A..werrw,. �ttl R ''r� ti r J.' I .,. n I' .. .. .. *, , .R { vlll �m : , ti r, a` i wuN s.GAY.::w ar..:a+u.,1w...ur:rr+lLLx..4.w.61:.+'1-rY4.rrrir.IfY'1�r�i i a i1Li�'r.Ji:aw!N+:'• "`:raJ• . .: .• , qk ,ar>,,:+w.....,...•. .w..:..w•.v:.s....,r+r:.�,r.n,l' ,.w.'.m•..:.,.',.....d,..:w.s.n.....,.is.�...s.vro......:,J.ti �:--, s......w.rb..:4". t , � DEMOLITION NOTES RELOCATE EXISTING ELECTRICAL REMOVE EXISTING WALL 1. VERIFY ALL DIMENSIONS IN THE FIELD. GUTTER T'O MALL CORRIDOR IN THIS AREA ONLY 2. VERIFY 11W MALL ALL LOCATIONS OF NEW E17UIPMENT. RELOCATE EXISTING ELECTRICAL 2. LOCATE AND MARK ALL EXISTING PLUMBING ANES. PANELS TO NEW LOCATION 4. VERIFY EXISTING STRUCTURE AND LOCATE ANY L111 STRUCTURAL W0tLL8 PRIOR TO DEMOLITION. DEMO EXISTING RESTROOM AND CUT BACK AND CAP EXISTING PLUMBING LINES.PATCH 8 HOLM IN CONCRETE AND CLEARLY MARK LOCATION OF LINES ON THE FLOOR. EXISTING RESTROOM TO REMAIN y NEW LOCATION FOR ELECTRICAL PANEL REMOVE EXISTING DEMISING WALLS AS SHOWN a. i T �* EXISTING CMU—� 4 I SHEAR WALL TO REMAIN t °� a t` s EXISTING NON-BEARING I Q N WALL TO BE REMOVED (� f EL � ! EXISTING CMU SHEAR WALL j i TO REMAIN V) '� 9OD Z � ti zz o 0 0 U � CO Z U 0 co EXISTING EXISTIN• d 1920 SQ. FT. 3104 SQ. F-1 . _ 0 EXISTING TENNENT SPACE EXISTING TENNENT SPACE FRONT ENTRANCES NOT FRONT ENTRANCES NOT TO CHANGE IN ANY WAY TO CHANGE IN ANY WAY SHEET TITLE DEMO PLAN REUSE OF DOCUMENTS This document,and the Ideas and designs Incorporated,as an instrument of professional service Is the property of Western Design Group,Inc. and Is not to be used,In whole or In part,for any reason without the written authorization of EXISTING CMUWestern Design Group,Inc. 9WAR WALL r„ TO REMAIN w �1 r•t. DATE ISSUE 01.25.07 PERMIT 44 p11R r F x s u DRAWN BY KK CHECKED BY DH [JOB # : 07.4005 DATE: 01/25/07 �VSCAL.l:. AS NOTED i� ;' . . DEMOLITION LEGEND FILE: '!r FLAN EXISTNVo vw�a.TO REMAar EXISTING DOORS TO 1lEMAIN hj'tr�y SHEEN" NUMBER woe"*vwlu.TO a"mom NtXOTM OdOitb 10 8E RldMOtilB) D1 .0 ii. 6 i y i„ ey t c n SS tiS3, r , , , ■ y , b; ti d y M i.. Y i ,> v Y Y` x� r +w 1.,..rcfa.ai:`i•-++w...ltr+ --.—�= '.+�� -' IgIXWJlodir::Ssi.ru°s{ii.r:, , •.. Y� y, 9'- 1 KY� 50'-1'/00' 15'-IY RU CTUIp tG _ 4/,S. 10.4f. Yin p� ngineering, IOfn 11050 S.E. 145th Ave. a b F Happy ValleyO , OR 97088 I-P ' M p. 503.858.3541 f. 503.858.3549 � Som. (D3 � a. NES f Li r.� j I \�-NEWWALLS 2 r l EXISTG ROOF DECK AND DOOR `// � I ,i-- -64 MIL.MTL.DEFLECTION TRACK WITH 2"LEO r EXISTING RESTROOM - _ 6007200-b4 FOR DEFLECTION TRACK FASTENED TO DECK AT 13"O.C. (DO NOT OR 64 Mt.PREMANUF.DEFLECTioN TRACK PENETRATE ROOF MEMBRANF). PROVIDE 1" TO REMAIN FREE SPACE BETWEEN TOP OF STUD/WALL i EXISTING EXIT DOOR SCREW DEFLECnDN TRACK TO BOT.OF TRACK/►,'dD DEFLECTION TRACK AS SLIP JOINT r' ROOF DECK VW(Z)n SCREWS 01a"O.C. ,. .._ NEW LOCATION FOR EXISTING -- FIRE SEA'ANT ,i /----ROOF STRUCTURE ELECTRICAL PANELS(VERIFY) SCREW GYP BD TO DEFLECTION TOP CORD PROVIDE TELEPHONE r-TRACK%V(2)n SCREWS ( I (2)VERTICAL 6"33 MIL.MTL.STUD CONDUIT FOR NEW _- _.._ 190TTOM OF EXISTING ROOF 2EQ EA.SIDE OF STRUCTURE PROVIDE lzrI u 1-IM"FREE AIR SPACE BETWEEN SPACE(VERIFY) 6W TYPE GYP BD i -�r- TOP OF STUD AND'MCK. SCIIEW FIRST ONLY. LAYER OF GYP 00 i l l , .- PROVIDE A TAB AT BOTTOM OF TO STUDS 1---- i I I N STUD FOR ATTACHMENT TO TOP SOUND BO.1 T8 OF TRACK WV TEK 60oS1ci-33 METAL STUDS 0 16'O.C. � �� o%n::W. - SW TYPE W GYP.BD.EA.SIDE / ,I -20 OA.MTL.TRA�.:K VVY 4"LEG looHILTI X-DNI POWDER,ACTUATED FASTENER -k�_ N FASTENEJ TO DOTTOM CORD OF EXISTING CMU --� ��VW'WASHER AND 1"MIN EIARED 016"O.C. ,K I STRLICTJRE. EXTEND EACH END TO SWEAR WALL PLACE FASTENER AS CLOSE TO STUD AS POSSIBLE "I i NEXT FULL LENGTH VERTICAL STUD B 86 OCREWS(NS,FS CK Nom) � � I ROOF STRUCTURE OWTI 50-30 CONT.TRAA1.0 BOTTOM CORD FIRE SEALANT i 5/6"GYP.BD.ON S"33 MIL.MTL. 'J.L.DESIGN VM DESIGN STUDS,SCRIBE AROUND ROOF NO.W25 VVHMMI-0316-1 NOTE: STRUCTURE,CENTER SEAM AT aI s 1 HOUR 1 HOUR GYP. W.TO BE UNDER TENANTS PERMIT CENTER OF ROOF STRUCTURE ALL WALLS OVER 8' S"MTL.STUD CENTERED BELOW REQUIRE LATERAL ROOF STRUCTURE BOTTOM CORD E BRACING 48 O.C. PROVIDE 1-1/2"FREE AIR SPACE 25'-2" BETWEEN TOP OF STUD AND TRACK -- (KMK PUNCH SYSTEM oRsIMILIA,R) 1501"IETRIC DETAIL AT WE8 J015T w DE 1151NG WALL DETAIL AIS I• = I' � CV) AL0 SCFE: I' 1'-0' P REMOVE EXISTING FLOORING&CEILING FINISHES W 2 &4 TO ALLOW FOR THE NEW DEMISING WALLS A1.0 U) J O P --HEADER CONSISTING OF(1}600S162-330 V STUD AND(1)SOOT126-33 TRACK 0 0 (-) W �— 0 W Y - (2}OWS162-33 JAMB STUDS ANDr L) O (1)6W ( T125-33 Q EA.SIDE OF J Z 9 < OPENING Q � Z Q DC r -SIMPSON L50 CUP Q EA. CORNER dW(6)#10 � � `J SCREWS IN EA.SIDE 4'-0"MAX.WIDTH OPENING i SHEET TITLE FLOOR PLAN � I �---WRAP ENTIRE OPENING --J AND DETAILS f SPACE C07 SPADE D05 W/8WT125-33 TRACK i 2594 SQ. FT. 2452 SQ. FT. SIMPSON L50 CLIP Q EA. REUSE OF DOCUMENTS T.I. UNDER CORNER W(6)x110 SEPARATE PERMIT T.I. UNDER I SCREWS IN EA.SIDE SOOS162-33 STUDS UDS(�16"O.C. This document,and ft klea. SEPARATE PERMIT Inns designs m ofpin� as an sioxw service Is the property of i EXISTING CMU� !� Western Design Groep,Inc. I and Is not to be used,In whole SHEAR WALL or In part,for any reason wdhout the written audwrizedon of ' IWestem Design Group,Inc. DATE ISSUE I -SOOS162'33 STUDS 16"O.C. 01/25/07 PERMIT 03/01/07 REV 4 OPENING IN DEM15ING WALL � { ALsD SCALE: I' - I'-m' (FOR MECHANICAL PENETRATIONS IF NEEDED) REVISIONS BY t 03/01/07 KK d DOOR SCHEDULE SYMBOL SIZE "Y'PE COMMENTS _ 1 3'-0" X 7'-0" H.M. EXISTING DOOR TO REMAIN DRAWN BY KK 2 3'-0" X 7'-0" H.M. EXISTING DOOR TO REMAIN CHECIAEDBY DH 3 3'-0" X 71-011 , H.M. DRAAMB NEW 1 HR. SELF CLOSING ' DOOR & JAMB SOB # . A-4092 �- - DATE: 01se/00 —J - _ SCALE: AS NOTEL. :v CONSTRUCTION NOTES ----�— -- 1. PRIOR TO START OF CONSTRUCTION VERIFY ALL FILE: MEASUREMENTS AND LOCATIONS%V MA- -` do LEGEND 2. ALL TINNAW IMPROVEMENTS TO 9E UNDER SHEET NUMBER SEPARATE P�AAI'T!!. . I/�1' • 1'-D' ] EXII�TII�KII IIIM1L1.t O EKldTMG DOt711 (� NEW DOORS 3. ELECTRMAL,M& ANICAL,PLUMBING WORK TO A1 .0 Nf,W VW Lg M DU.2 SO UNDER SEPARATE PERMITS. L.I,wn, . w. wa r