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y UP2013 - 00080 I - ... ya�y�J) k t S/ 1 5, iYyyy 1�) 4N,Y �, r /_ ,� A. s �{ 9P ;. ��� � ROt#t 'J. .a . _z AC � , ifil I ilmh . A APR t 2013 r� IIIIIIIIIIIIIIIIIIIIIII � . - LAI M D� It ' V� C UILDI Zvi11 W`111?'!-:70':*,i !�! �' cz .. I = � OF 0 0 � I I ... U � A I � In ON I IT-00 I I _________ � --- . - I -. I d1'T_ T_ SIGN VENDOR LIST CODEANDBUILDING DATA LISTOF DRAWINGS _ •2N o� PROJECT SCOPE: SHEET NO. DRAWING NAME ISSUE DATE REVISION DATE = � -v 0 INTERIOR ALTERATIONS IN AN EXISTING MERCANTILE SPACE,INCLUDING;NEW OFFICES,BREAK ROOM SINK AND CABINETS,AND RESTROOMS. EXTERIOR A0.0 COVER SHEET 04/12/13 V) 20 x DOOR SYSTEM WITH NEW AUTOMATIC - I . - -.. :.. 1. ALTERATIONS,INCLUDING A NEW 8-0 WIDE BY 10-0 HIGH OVERHEAD RECEIVING DOOR,REPLACEMENT OF STOREFRONTSITE lL 0 AN EXI TING CONCRETE DOCK. - - IHI I; M I; I I M IHI 0 1 Mir = I; I !, IM 11: 41111W I � � 14365 SW PACIFIC Hi HWAY TIG Rmumnl" A don h, R 4 0 O N .. ;; BI-PARTING DOORS AT THE MAIN ENTRANCE,A NEW CONCRETE PAD,AND REPAIRS T S0 p� - Co A 0 ARCHITECTURAL SITE PLAN I e,. � . I :::�,: Ha: rlbo'r Fr' I ht T. 04/12113 - lloo a : � � :: :: � � : : : * ::� :: : * : * * :: :::: ::.: :: : - .. 1 . 9... .. . L DEFERRED SUBMITTALS: . 1 *1 .1111 I I I - - .1.1 I 11.1 3. . DEMOLITION cO � I 10 ,: >: .. . ATLAS SIGN INDUSTRIES 'It CO � �.3 V el IRE SPRINKLER SYST ._ . y .. I � I 1 . : , � I I I 111. - I .. : _ ALTERATIONS TO E F . I . W -, rr i.e,,.,.. ,. .. I I .1 - . - 1 . : . 1. 1. I ,� �:, -. ign� ---n or . ..., � : : : . . ...,. _:., . .. :�....:: I I .:, - ::_:, : . .] ., : ___ - I .: , . . I I—- ..---1 -1-1 1 . 11 I 11 1.I� 1 . I-.I I.... :.:. :. :.. _:.:, I I 1. I I : -,- :.:.,., :..._:_ - 11 - -''I 1 . I -. ...�1.1.1 I 1 077 W BLUE HERON BLVD MOLITION F OOR PLAN 04/12/13 D10 DE L _ WEST PALM BEACH FLORIDA 33404 04/12113 t1 ca _ _ _... __ ___ D2.0 .DEMOLITION CEILING PLAN � :: : . ® . . _ . �- 1. . 1. STACEY . 11 . . . __ :: CONTACT•TRACEY CN VOARCHITECTURAL = LO Q .. _; _. . _.. T:(561)863-6659 BUILDING CODE• 2010 OREGON SPECIALTY STRUCTURAL CODE .. _: 0.2 G E . IL.tra y @ tlas g in ustnes.us D - - __ _ _ _ __ . ... : _. _ . _. _ .__ _ _ ._ _ . 1 . ce .s a si n _ o cfl ::.: r _. . : MECHANICALCODE: __ . . g WN thi.e.rn U . ELECTRICAL CODE• 2010 OREGON SPECIALTY ELECTRICAL CODE Al2 FIXTURE PLAN 04/12/13 0 _ . _ _.. ... v a?,, ,,,h_w% o w_ �. .�?N.3a,.,x 0. x.,_ }'s}3;: 9^ PLUMBING CODE• 2010 OREGON SPECIALTY PLUMBING CODE A1.3 04/12/13 ., SIGN VENDOR (NORTHERN) FINISH PLAN n s# - x: - C) (1) 1. Atla1. S n l du rlc, X .. 3 .._ , c .....:- a�.#T,,?'�d%'v �foar».r<":,a -c: -x'.e✓,�, m€'Y'' -; .:.:. ...:.:... .... ..-.:._... ;: sa:,s.. .:.. . _ 1 1 1 m,, .a, u .. z,.c ,, FIRE CODE: 2010 OREGON SPECIALTY FIRE CODE . . .b.�:�<<.<�2 .; � ,« 1.4 FIXTURE SPECIFICATION AND DETAILS 04/12/13 `, n .E A O w ;F, .,tea. r` -. _ Y'`i..:us?;.<�F,_3.^;3,:,':fi„4ir„'`5;,:; 'Gs';�'`c;•:s?: :.:. :.:. ..:.:. ... ... .:. :.:.: .. :.:. .:.:. :. ,cd'4t .S»<,s"3':$�'k �'c,c�.^ d ..:.....:.:-':.......:.:.:. '{�.g<. .......:.....:.:.:.. ' p ,..wv.. ,t ;>_ e.r,,,. .0 £:;.-:y`',.< ' :.' '. URBAN NEON ELECTRIC SIGN CO. ACCESSIBILITY CODE: 2010 OREGON SPECIALTY BUILDING CODE __ >:r; ;.f,.m,•,tom xF:?<.k :.."Ffx a _ s .' ,, ..:. A1.5 E SPECIFICATION AND DETAILS 04/12/13 1FIXTUR . ........ .......:..: ... ..:.: .". . .�....s.r F .- k f r .. ,:sa3?r•:s,,.>s;,µ>„,h' E.�. : 's�„:�S 'x is s .....,..}: - �'...a�-.'�,...,xw c.:, .. .,�.a:< .. :. Yr,,,a. , 500 PINE STREET SUITE 3B z .:.-. �;,,..;x. z...<: r„<..«.„}sx°;vim-,:s€?d,.,.,>s, ,5.,.,I,L,,.c ,4 .. .<;.£,,.; „=,Hnr 4,," <,.s ww ,: w A1.6 FIXTURE SPECIFICATION AND DETAILS 04/12113 . ..> �. . k,r�,$Ay3}„.sj,,.,Y -.. F�<.m� >3.a•<r:.x,>o.a�i >.sl f �o ..�`T",s <, 5:' Eah„s<s;<�.y,F: r? '}.'4' .,,Z. ¢. .s r' x HOLMES PA 19043 US :;,<.> w. � < , A Y LASS FICATION: ,z f]`\ Orth�rn ,w,�<? ,,.�.n . E:���.,,..,�.F` a.,�.,.:Y.H^;,�,. .x..<.� �„' USE and OCCUP NC C <.�<.. �1.'.T. ,<<3cc.,,:' ,,.5„3L�,Y<.:.k� ,Cu.An�. 3 �E...?va.,3s,'knd...., ,S>^,Csr.:3�r.. .,, - ..-�.�r.,?<�.a.? q ..,. ,,.... ... o..^,,,. ..xr .o£ ?",`.s, ?. i. .:o.£�e£o L>, -3,<.>„a.s,,,,l' X ,,.4 ..29 , ... L .'.:.:: ..;y,a,...Q,.>..s..w:R,x,,`a'3<.- rs Myq, ?;� >•�os>, vuu',... .:t. �.;>�sSbw"yF�,E.,,<:>.i>, <. a<„,. £ cu<3 oS, -,�+.`.`\4'�2.<.s „V?r ?is o£q.. A a>'S t,}}}£i`w _ . .�t'3.,>L..sic 1 ?' 04/1 13 ... :. YSO .H,d..i,s.i.,.'�.,,.,�},c.3.%3 "ST'�i,a�'r�'."S:b`r,.., ., X. ..,y<Af.a, F:•.,:'Y �� `� . .: - �a/ ,^. � � _<„�,�, ,,. � .,,_. . __. A1.7 FIXTURE SPECIFICATION AND DETAILS �.%3.�,,.,5r•c<::'Et$"<,:..r„>�.a",y F,et, Re' a .^s`x-3 3< ..Ua j' k ��::;,,:�..a:.g�.' ,�...:u�.:v:. :, E.�„�,..:. ; x,;e b. ?,x, ;, .:. .. CONTACT.JIM MALIN Urr N �#. sa£3' . . `'3 `Y .,.S .. I.-I.-.1.1-1-:1-1. �_.v ;. �,, r,., �;� :,,.«. �:, <,..; ,h wsu M MERCANTILE ... o <,r..,C3T s- �'S„7<.':C;'a;Y`.}};,ro.R £ :.'� ,g x .c}t 3�; x .'fir: `/ "£ - 1_ . `mHs,.s. >, h.o<,.sr: �� m, ,?A<,o,w. s., 04/12113 : .,,r.=<:-,,::,>,.r: :x <. _.<? ,,. ,d.. �,, , . a,, T: 610 583-6366 A1.8 RACKING SPECIFICATION AND DETAILS :.:.:.:.:. -:.:.: ... :.: . 5. < '.'�.� - r ss E' ,sv z�.:.,< „< ,K„F F: ka, ( ) . : }, 't s:3a'i ,e, >-,,.,.,,,<:,�,ase ksW, >. `z H}xs�.,SSM...~~' '.x# ;: ,.. _... O ;s..?a�°�<x,.`<.'>xrz,::<^<<°''��aax`..'�.s ac.,,r.�<S?<...�F:.<3�> « ,<.3'z' °,s-< .._, -,. c ,.,s..?,m.s _ :'. -::� ,:.,w:�s.<F,�.. :xa,<.,.,,, e3;,1.�.:,,. ,}:;.<r .a..,,,�',,,c„�.3ia.<,b<.., rM?gg..1,:_ :-d,... 'r.v. .�.<,:,.z-.,r. ,-Ki,�.:k.�„n Ss 5�3.,. x ..... ..... ..... ++ ....:......... :.:. ...... ..... 1,>.q»_„�3-o`',s.YS;v„„<-;,,o-,..,<, <.,?.,,,.< ,oss::t'�q,.<,,:k;... .. .. 1. '.:<:�<, 3c;acEs.„µ'E..a3c ;<,,., .h,. + a ._� :.:r"`.r,s' :r.;?a.< � �"�': �S'.xc'�;"s3"?�mo.'s:%«.a:�';r s _ ,.�,n,,<,,�. � � r anneon.com ys,.,:.:o„=<.n,,., �<> q,u<roe, ^ ,: « .,.. ;a`;=., a L:hm@u A19 RACKWG SPECIFICATION AND DETAILS 04/12113 ': r.�><.c a:.«t..,3,';,a?�a<...,, .r.. ,.,c<r;;<,,,a':`s?,.:., ,>..� ._„x:-k,r.. <>,.;.F,x"'a,E�s..a?.��.^a :zw .-.,.,....:,' 3;/. Q r;.n>,'>. „ .•,i,;,y,a:...:...<C<,w, ..y...3h:,-.,.,w.,f,r. ..,k.i:,.C.L:cM.. .<,;,f..r, .: �.�"a... , EMAI b El CONSTRUCTION CLASSIFICATION (TYPE). ,r, ,°arsw, r,s;:,�,.,,hir. .xxa�..e.,.,�r�;�'`�'>Ek`�::>.,ss� .,'�+,. t���-<?�w��,.,,`aG>�`y,��`.; .'S°�';}'��4..? .a � •-•-•� .,,.,.18.:20 Cy0>i�/,.9`}r',. '<"` .r,gR<, ,jq,<o q>..w a'<Er:@�: 'i^ .?:C ^ <3> Ga,Rw :k u�SL. '. iE..: C^S,or^a;,.Y?'''w1'xv .�.c, ,:3H 3�H: .'�;3,,'° ,,;.�� l .<�: �: E {J . - 1'. : s -s .,.mto,;•,r.,u:<€.,u.E�"s.> .:.c �s:C '��'_ru: • p�� L. k VB-FULLY SPRINKLERED ' # 1. A2 0 CEILING PLAN 0 / 3 Q L l �.,. a ,s: .?. . .: .... I ....:.... <?v<,'1 x?^T,.>a" -r ': .. ,a:,,�,�„>,,,,,... _s. '>3"ws ^-. ;f,,. fir,�s a'`.8. _ . a ..o<>x a 9.,:$A. £1 s. �F!.,e ^ :: A3.0 EXTERIOR ELEVATIONS 04/12113 °v; vii v �t ^, M ..a. .�b->r:...r Ik.>, ..�<nr�.�L3S>,��,.,,n �'s s s�.,£'N. , i.`�} �s^ K, 00 Ct�as . �Lr■ ... �,, -x.a: s.. �.�,>. Cze,.a .�,. '9.,; y,.cc x., ,s r' -u x;,. �_,.�..I?'�a, '3`,`.�, t S1 I1 l n ,: � a, .'Ca.�<:....,�.3',r.`,_�.�`�..� : Aw�;�=ti : <.�;.. .�.�, �,.,,.>~ ..��,�£n.��s.. , . BUILDING CONSTRUCTION SUMMARY: ..I..... `,.a a ,., <>s„<s,"c?..Y< .`_$,:,s y, .:.:...r„ 3;. ,..,^..'.ca .<s}',-;,.'t;;u s.,..,�.^<:u._<>.a}w?�r:, .- .. .......... ..- ... .... .....1. .<;�^�ks3�s�ac,,G�^3.�,.n s s;<m:' s,�„`�!, w<3,. .>����t,.. ..S,e 1 :.3'y ��., a ,x,.:�4` h ::�x,n r,< s. ;. ,,z;< SIGN VENDOR WEST COAST >_ �. . ,, ,^:. ,,.F, ,.,><�, . � .� x. � - 04/12/13 : , .:..eQ,.. _, ;zs < - 3.;,:'r.. . .M� . $"CMU EXTERIOR WALLS A4 0 SECTIONS AND DETAILS o.x . . 4 :. ... ...};x $'3„? `¢�'a. �>" q. "E�a„rwct �:r k c3' "j. _ r, ?:��.ue ,.a r as :., :s�s}, i cx L ++ (n '. ;�,�;rc^a"c:r-.>.7,a}k";��.�a�r��-.:x:F' �vr, ". :•..°. �r�,?:..,w:o 5��;r�` �������� ;yw,-. :: '� �.�:.:. .:..:.:... ...... :.:.:... ++ ._ . : ,�,.,,..., ;,' ;�.� , E, :�?z. ^ ,.: , . ,, ? � ,., � :: . A4. WALL TYPES AND DETAILS 04/12113 3 �� �R s � • CONCRETE SLAB ON GRADE FLOOR 1 Q o a . _ INC. c 9 ,';, GN,INC o 0 �LLL' 1500 W MBASSY ST • 1-HOUR MINIMUM RATED DEMISING WALLS A4.2 SECTIONS AND DETAILS 04/12/13 �_ r=o L. STEEL ROOF JOISTS WITH WOOD FLANGES AND A BUILT-UP ROOFING TAILS c° :r3 co �"`" ANAHEIM CA 92802 • S S G A5.0 DOOR SCHEDULE AND DE 04/12/13 Ito - . , �O c�N _. IE L ...: _ __. CONTACT:STEVE FRAZ R A51 ENLARGED VESTIBULE PLAN AND DETAILS 04/12!13 o �, FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(HOURSY. m T: 714 999-1977 W _ ,.. , ( ) _. .. «<g WALLS: C ( a) EMAIL:steve.frazier coastsi n.com a v� . _ _ @ steve.frazier@coastsign.com FRAME: 0 HOURS INTERIOR NONBEARING W 0 HOURS ... ., .':: ':: y... a _ ' c a�!. .: L. _.0 1 0 HOURS EXTERIOR BEARING WALLS• 0 HOURS FLOOR CONSTRUCT ON X00 ., ',: 1. 0 OUR ROOF CONSTRUCTION: 0 HOURS . _ . .... _.._ 1. ;' INTE R B ING WALLS I LUM • OHOURS I MIA MECHANICAL SCHEDULES AND DETAILS 04/12i13 0 �- : .,. , L_ RIO R CO .- a�- ._ : ... : ' . NOTE: MECHANICAL/PLUMB[NG SPECIFICATIONS 04/12/13 - .;. L. `' ,- - - ® ALLOWABLE ++ HEIGHT n BUILDING AREAS: . �: ALL SIGNAGE AND PERMITS FOR P1.0 PLUMBING PLAN 04/12113 o .: L. ..:.; 00 SQ.FT.PLUS SPRINKLER AREA INCREASE 300 `� T 36,000 T.(9,0 ) ,. o 0 :11:: N , % PIA 04112!13 SIGNAGE ARE BY OTHERS AND N ALLOWABLE AREA: S .F - 11,049 S o .. .._ . .. o a) PART OF THE BUILDING PERMIT SALES AREA: Q.F FIRE PROTECTION . .::. . 4,606 Q. cn PACKAGE NO BUILDING SIGNAGE . . . , . . ... .. . ... _.:: .. . _ T . . . ... _ _ AS o . WORK TO BE PERFORMED A FP10 FIRE PROTECTION PLAN 04/12113 � o _ . . _ .. :. 1 . THIS PROJECT PERMIT. ELECTRICAL � ��_ : . 16,171 SQ.FT. aom c . . . _ _ 1. ALLOWABLE HEIGHT +501-0" m- E 0 AREA: E01 ELECTRICAL SPECIFICATIONS 04/12!13 __ a�s� ACTUAL HEIGHT: +191-7q E1.0 POWER PLAN 04/12/13 a c LEASE AREA: 16,569 SQ.FT.(NOT PART OF OCCUPANCY CALCULATION) E1.1 LIGHTING PLAN 04112!13 � S? Lo - - E1.2 COMMUNICATIONS PLAN 04112113 a m >%U) 0 El E2.0 ELECTRICAL LEGENDS&SCHEDULES 04/12/13 - ® OCCUPANT LOA 0 VENDOR LIST � � ACTUAL INTERIOR AREA BUILDING: 17,222 SQ.FT. E2.1 LIGHTING&PANEL SCHEDULES 04112/13 � a� FUNCTION OF SPACE FLR.AREA I OCC. CALCULATION ALLOWABLE N E.� IT VENDOR IT CHECKLIST FLOORING VENDORS LIGHTING VENDOR M-SALES 30 GROSS 11,049 SQ.FT.(INTERIOR AREA)/30= 369 OCCUPANTS �� COMM-WORKS MUST HAVE CHECK LIST: DLAMA-SHIELD,LLC ROCKERZ INC. CAPITOL LIGHT MC LIGHTWG SOLUTIONS M-STOCK 300 GROSS 4,606 SQ.FT.(INTERIOR AREA)/300 16 OCCUPANTS � �� IC"�� ��I O Q N M -- MAIN CONTACT:JEFF ROETZEL 32401 INDUSTRIAL DRIVE 100 COMMONWEALTH DR. 270 LOCUST ST. 8959 TYLER BLVD. B-OFFICE(ACCESSORY) 100 GROSS 516 SQ.FT.(INTERIOR AREA)/100= 6 OCCUPANTS Approved ssssass■■■■■srssruaraaaar,san*[%,.-] �� T:(763)795-7118 ❑ PROJECT MANAGERS CONTACT INFORMATION MADISON HEIGHTS,MI 48071 WARRENDALE,PA 15086 HARTFORD,CT 06114 MENTOR,OH 44060 NOTE:ANTICIPATED OCCUPANCY IN THE STORE AT ANY GIVEN TIME IS TO EXCEED 150 391 OCCUPANTS Co��ditionalty Ahproved..,a„..,a,,,.[ ] �0� C V Q EMAIL:jroetzel@comm-works.com INCLUDING EMAIL ADDRESS CONTACT: TRAVIS SIBLEY CONTACT:JENNIFER DAVIS CONTACT:BETH RIBE CONTACT:MARY BROOKE BONADIES OCCUPANTS BASED ON HISTORICAL DATA PROVIDED BY TENANT See Letter to:Follow................■. [ ] c LI/�S11aITY 2ND CONTACT: SCOTT OLSEN ❑ CONTRACTOR INFORMATION 1 WEEK BEFORE T:(313)510-6149 T:(724)553-3850 T:(860)449-4502 T:(615)979-5257 Attache .,........a.r. ,[ • � a o c T: 763 258-5950 CONSTRUCTION STARTS(PROTRACT TRIGGER EMAIL:tsibley@diamashield.com EMAIL:'davis@rockerzinc.com EMAIL:beth.ribe@capitollight.com EMAIL:marybrooke.bonadies@mcsign.com El EGRESS REQUIREMENTS: Permit N ber•:• �� G C�Ity r?f I��i'd and Its � 00 o ( ) q : 11 -- 2 00 EMAIL:solson01@comm-works.com VIA EMAIL) REQUIRED EGRESS WIDTH: 391 OCC.x 0.20=78.2 MIN. Addre �IT1pIO�/E OS S11aI I nOfi U� Q� a ❑ GENERAL CONTRACT INFO INCLUDING EMAIL PROVIDED EGRESS WIDTH: 140" B Date: t -° ADDRESSES y responsible for discrepancies o r CABLING VENDOR LVT VENDOR FIXTURE VENDOR BI-PARTING DOOR VENDOR OVERHEAD DOOR VENDOR REQUIRED EXIT ACCESS TRAVEL DISTANCE: 250 MAX 10 = - ❑ SITE FOREMAN INFO INCLUDING EMAIL PROVIDED EXIT ACCESS TRAVEL DISTANCE: LESS THAN 2501 Which may appear herein. h.0 o ADDRESS DEF E COMM-WORKS FORBO FLOORING PIN DORMA METRO DOOR MIN.NUMBER OF EXITS REQUIRED/PROVIDED 2 EXITS REQUIRED/3 EXITS PROVIDED Final inspection approval iS L_0 Cn ❑ CONFIRMED ADDRESS WITH MPOE LOCATIONS S CONTACT:DAN MILLER HUMBOLDT INDUSTRIAL PARK 9015 STERLING STREET 924 SHERWOOD DRIVE 3500 SUNRISE HWY.,BLDG. prinklef }- o `' (CLOSET,DMARK,ETC) Vire t % required prior t0 occupancy. aim o ACCOUNT MANAGER 8 MAPLEWOOD DRIVE PO BOX 667 IRVING TX 75063 LAKE BLUFF IL 60044 SUITE 210 Q Q. Q T:(651)262-9115 ❑ STANDARD STORE SETUP IS 2 LINES 1N A HUNT HAZLETON,PA 18202 CONTACT:KEN STYNE CONTACT:REGINA LOVE GREAT RIVER,NY 11739 O PLUMBING FIXTURE REQUIREMENTS: I MelChanteal4.0 GROUP,1 LINE FOR BACK UP COMMUNICATION, PER TABLE 29A OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE: r o 0 EMAIL:dmillerU1@comm-works.com CONTACT:DAVID BOLINGER T:(972)621-1200 T:(361)946-3965 CONTACT:GAIL CAPOZZIf � � tr 'f1 ' _ �'� AND 1 ALARM LINE.IF WE NEED MORE 16171 S.F./200(OCC.LOAD FACTOR =81 OCC. (41 MALE&40 FEMALE OCC. 1§ DEDICATED ALARM LINES TO PASS CITY CODE, T:(614)439-7343 F:(972)621-2543 EMAIL:clove@dorms-usa.cam T:(800)669-3667 X 640 )' ) iecctri shall lie. on job site• (9 ); 3 NEED TO KNOW THAT UPFRONT F:(614)583-8504 EMAIL:kstyne@pin.com EMAIL:gcapozzi@metrodoor.com PLUMBING FLXTURE CALCULATION REQUIRED PROVIDED 'rus� &; _ o EMAIL:dave.bolinger@forbo.com WATER CLOSETS,MEN: 1 PER 50 OCC. 1 1 Shop Or4winss N IDc i. IWATER CLOSETS,WOMEN: 1 PER 50 OCC. 1 1 othet U c� o 0 ADDRESS VERIFICATION/ LAVATORIES,MEN: 1 PER EACH 2 WATER CLOSETS 1 1 OFFICE COPY - o 0� DOOR HARDWARE VENDORS SECURITY GATE VENDORS . METER SEREVICES LAVATORIES,WOMEN: 1 PER EACH 2 WATER CLOSETS 1 1 V 0 o BASS SECURITY SERVICES,INC. TCH COST CONTROL ASSOCIATES RETAIL SECURITY INC. CORNELL STOREFRONT SYSTEMS COMMERCIAL REPAIRS&SALES INC. DRINKING FOUNTAINS: OCCUPANT LOAD GREATER THAN 30 1 1 +- ' MOP SINK: 1 SERVICE SINK!USE GROUP 1 1 Q � � � 26701 RICHMOND RD. 723 HADLEY AVE.N. 310 BAY ROAD P.O.BOX 277182 140 MAFFET STREET P.O.BOX 3379 a" @ - 4-0 CLEVELAND,OH 44146 MINNEAPOLIS,MN 55128 QUEENSBURY,NY 12804 SACRAMENTO,CA 95827 WILKES-BARRE,PA 18705 RIVERVIEW,FL 33568 SITE VICINITY MAP � 1 o O CONTACT:NANCY BAILEY CONTACT:MIKE SPIEKER CONTACT:DAVE SADLOCHA CONTACT:WES CROTEAU CONTACT:KIMBERLY WROBEL CONTACT:RICK CIANCIULLI V) a E o T:(615)964-6000 EXT.1527 T:(800)747-1980 T:(518)824-0311 T:(888)499-4283 T:(800)882-6773 X 614 T:(800)345-9043 LO = E 2 EMAIL:nbailey@girtman.com F:(651)735-1800 EMAIL:wes@retailgates.com EMAIL:kwrobel@cornellstorefronts.com EMAIL:rick@commercialrepairs.com C0 o CL EMAIL:mspieker@tchco.com 0 1. IY+E3' ++ SECURITY CAMERA VENDOR HVAC VENDOR - �,��':n,_�, -...�... I * " t1. Gae a HFT VENDORSCOPEOF WORK SUMMARY :, fx 0 BASS SECURITY SERVICES,INC. PROTECTION 1 LENNOX INDUSTRIES z "' -oll. - �I .." �� �.� 1 L .:: - - , 26701 RICHMOND RD. 8126 N.23RD.AVE.SUITE A-E NATIONAL ACCOUNT MANAGER .�L *j�� ;.. _ ..._ ... , .� � ? .�� �__ "....,*,*�� I.`.:�� .-. ,.I I . ,, -11c y � _ 1, -1 .�L �*�_*....... .�._x ;�%'�'.;;)':�';L :11 -11 REVISIONS CLEVELAND,OH 44146 PHOENIX,AZ 85021 CONTACT:CARLA KIMBERLING f` ,tl D BITCON STOREFRONT: : >>` , - ; CONTACT: AN - CONTACT:CHRIS JENKINST. 704 405 7755 R":gig= ( ) • FURNISH AND INSTALL HFT BI-PARTING DOOR PACKAGES. SEE DOOR SCHEDULE FOR FURTHER INFORMATION. ,' r : T:(888)774-3400 EXT.935 T:(602)532-6458 F:(803)802-56881. £"��€ F: 216 593-0963 EMAIL:danbitcon rotection1.com EMAIL:eada.ldmberling@lenno)dnd.com k ( ) @p 9@ OVERHEAD DOOR h ,. ; y y. EMAIL:harborfrei ht bass-secun .com • D TALL HFT OVERHEAD DOOR AT RECEIVING AREA. SEE DOOR SCHEDULE FOR FURTHER INFORMATION. 'i g @ tY FURNISH AN INS SIGNAGE: F r • FURNISH AND INSTALL EXTERIOR SIGNAGE. POWER AND BLOCKING BY G.C. PROJECTDIRECTORY 1. ��` � € • FURNISH ALL INTERIOR SIGNAGE. k '' �" y FLOOR FINISHES: 1. �, w UALITY PROJECT '� °" BOR FREIGHT TOOLS ARCHITECT CONTACTgha, x .t, :w�'<..; L. RACKING ENG. CONTACT BLDG. DEPT. CONTACT HARBOR FREIGHT TOOLS HAR F FURNISH AND INSTALL LVT FLOORS. < r �r MANAGEMENTA� o �E z .i; • FURNISH AND INSTALL GRINDING AND POLISHING OF CONCRETE FLOORS. f v s ti 'r. - >' HARBOR FREIGHT TOOLS ADA ARCHITECTS INC. • FURNISH VESTIBULE CARPET TILE. PIN CITY OF TIGARD QUALITY PROJECT MANAGEMENT HARBOR FREIGHT TOOLS 1. "' w 702 E MCNAIR 26541 AGOURA ROAD 26541 AGOURA ROAD 17710 DETROIT AVE. �" 9015 STERLING STREET PERMIT CENTER BUILDING 1 " , Q IRVING TX 75063 13125 SW HALL BLVD. TEMPS,AZ 85283 CALABASAS,CA.91302 CALABASAS,CA.91302 CLEVELAND,OH 44107 'LL FIXTURES/FURNISHINGS: _ � � ti p :.<, � �� 1:1-1 RAP . • CONTACT:BRIANQUINNFURNISH AND INSTALL SALES AREA CASH W S CONTACT.KEN STYNE TIGARD OR 97223 CONTACT:DOUG HORROCKS CONTACT:CHRISTINA CLOCHIATTI CONTACT:ADAM STEECE NT Q � . • FURNISH AND INSTALL FRONT OF HOUSE AND BACK OF HOUSE FIXTURES. r : . _,_ ;; .> - - T. 216 521 5134 . ., x. o Assistant of Construction Mana er National Director of Constn�ctlon T. 972 621 1200 P. 503 718 2439 Pro ect Mana er g ( ) ( ) ( ) I g • FURNISH AND INSTALL COUNTERS iN MANAGER OFFICE CASH ROOM AND BREAK ROOM. 5 ^>_ € w,. fir.=' r r N M �t In t0 tom• oo F: 972)621-2543 T:(602)708-3352 T:(818)836-5048 T:(818)519-7503 F:(216)521-4824 • FURNISH POWER POLES. 7y�r � � € x .�, ,>} c4'�.,.:.., • r i .com EMAIL:b uinn adaarchitects.cc � .. F ., EMAIL:kstyne@pin.com EMAIL:dhorrocks@gpmllc.com EMAIL:cclochiatti@harborfreight.com EMAIL:asteece@harborf a ght q @ 4 ELECTRICAL: � x z' I 1A ' s , • FURNISH AND INSTALL TELEPHONE/DATA WIRING. VERIFY IF WIRING IS TO BE PLENUM RATED. ` Y • FURNISH AND INSTALL SOUND SYSTEM. % k3 " L L. I 1 - I ....� r_-,-� ': � .11�1 . 6� ,.� I ��,� ,� ::�__., , ., :�,�,:����: �:��%�, ;.��]L�:,,��:]�::.,. COVER .. ,�_ - , " 1L . I , .1.X, .1 1- ' ' . '" pk'_ ." - ':"� " �' '' ' . ,%:�,. , � .... L ': ,� " . I 'L . I 11 ,, I � ';�'�:�L�%: I -1 :_,]:,%��;, ..__ I _�-;� . V .� I � ,.� �'�''L �, ,��', I", �_ I..........e.. ._:�_ .''. � ,� ., ,,,z: --..., 1 I _.% , , ...I ,,, tt,'. ,- - - ,- • FURNISH LIGHT FIXTURES AND LAMPS. , , 11% :'11,..;; L.- I".... SHEET _ 'L L' :��FIR ALARM S U M MARY LPROJECT LOCATION SATE 04/12/13 THERE IS AN EXISTING FIRE SPRINKLER RISER IN THE SALES REPLENISHMENT AREA OF THE EXISTING BOOKS STORE. THERE WAS NO SPRINKLER FLOW MONITORING PANEL JOB NO. 13040 FOUND BUT THERE ARE DEVICES THAT INDICATE THE RISER IS MONITORED. THE AHJ REQUIRES A NEW SPRINKLER FLOW MONITORING PANEL AT THIS RISER. A FIRE ALARM SITE V MAP . . SYSTEM IS NOT REQUIRED. THERE WAS NO CURRENT SPRINKLER RISER CERTIFICATION. A NEW CERTIFICATION IS REQUIRED. . NOTE: SCALE = NTS G.C.TO COORDINATE WITH QPM FOR SPRINKLER MONITORING REQUIREMENTS. SPRINKLER MONITORING IS THE RESPONSIBILITY OF THE LANDLORD. 0 SHEET NO. ARC RO E •� � .".;ifs��rt L A E }� p ial,tt KEY NOTES '♦� 101. MAIN TENANT ENTRANCE DOORS. SEE SHEET A1.1 FOR FURTHER JOINT SEALER 705.04 +/-6'-0"1-12 MAX SLOPE 4"4000 PSI CONC.RAMP AND WALK wl OF OV, INFORMATION. 102. ACCESSIBLE PATH OF TRAVEL. W2.9XW2.9 W.W.M.REINFORCING 103. EXISTING CONC.SIDEWALK TO REMAIN. PATCH AND REPAIR ASPHALT CENTERED.SLOPE NOT TO EXCEED 1:12 o N r 104. EXISTING PARKING AREA TO REMAIN. PAVEMENT TO MATCH AND _ - -1 105. ACCESSIBLE RAMP. SEE DETAIL 1/AS1.0 FOR FURTHER INFORMATION. ALIGN W/ADJACENT ASPHALT EXP.JOINT — U ASREQUIRED f............ ..__. ....... .........._.... ....._ .. . ........._..__:.._. 106. EXISTING ACCESSIBLE PARKING SPACE AND SIGNAGE TO REMAIN. —EXISTING 4"CONC.SIDEWALK � ` 107. EXISTING LANDSCAPE AREA TO REMAIN. -------------- ----------------- -------------- fi 108. CONCRETE RECEIVING DOCK. SEE SHEET Al.1 FOR ADDITIONAL ' - ----"- - ' ' _ � k � '�,,� - � ���; �� � �� ���._��,�' �4�y' #4 DOWELS @ 16 O.C. = O t� - -tc;'1�.�.•.� 9�..� )>. r ♦ ..h i7Y,j' -"'Y. -"� r r ... " P ` INFORMATION. u --.. ......:......... .......__..... � ...swam..: E ............. ANCHOR 4 MIN.INTO EXISTING — v 109. EXISTING CONCRETE RECEIVING DOCK TO REMAIN. SEE SHEET Al.1co ;..........._... , ..........._...; .. . . . . :.' : , :...... v _:..:_ _,._..... ....._....-s.� SLAB W1 HILTI HIT HY 150 O X v� FOR ADDITIONAL INFORMATION. ADHESIVE ANCHOR @ 16 O.C. c� IL 110. CONCRETE SIDEWALK AND CURB. SEE SHEETS D1.0 AND Al.I FOR 6" = N v ADDITIONAL INFORMATION. #4 @ 12"O.C.EA.WAY 6"COMPACTED 411 AGGREGATE,TYP. _ _ 0 c v CO LK. EE SH .0 AND A1.1 FOR ADDITIONAL L 111. CONCRETE SIDEWALK. S SHEETS D1 COMPACTED SUBGRADE � INFORMATION. M to L9 t� 2 CONCRETERAMPS CTIONGEN L NOT S = N Q it 11 �s 1 S1. SCALE 1 = 1 -0 — alo 1. THE EXTERIOR ROUTES OF TRAVEL PARKING ARE EXISTING PRIOR TOCo THE OCCUPANCY OF HARBOR FREIGHT TOOLS. ®N 2. NO ADDITIONAL SITE CHANGES ARE REQUIRED EXCEPT NOTED OTHERWISE ON ARCHITECTURAL FLOOR PLANS. 109 108 OF DORMA r DOOR f: . ...':. .._....._...... ..................... a.. ai CL 2 FINISHED FLOOR Q o c.L S1.0 @ o'-0 >- IS �•r7 cn n..............................._....._....................A.4....` ....a.................. N < m 0 - 0 '"o 0 oca `- o ADJACENT • � p� a. Coto l n . Q .a� as HARBOR FREIGHT a r a to o t p 1 a TENANT a a . �� G f, o N m EXIST. a ��o :� oTOOLSpia t a V a a ^.. {r �. 45 a0 ^C^' ' 1 p Q.a - �-^�� .. 4af � a ��A x p� a a N`Ar_ a .\ MERCANTILE ,tr V /� t t x c a .�� h . . 2 16,569 L A A L t �a F p L't A (NiI.C.) ..............................I.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� ' tp a . _ z a' p '...... ....... ._..... ._. ...... .......... . ....... ..._ ....................t.._......_a .... .. .. .. VJ DRIVE - - _ _ o N ......_............_. . .....................__ " ............ ............... ..................... ......._..._............................._ ...... .... .. ..... . ...................__. ................................._................ .... .. .:.... -6 B.F.F. _............ ........... ..........,........................_.............. ........ ............................................................................._ C 'v o•v E tQ•2 a 1-0" 5'-0" 81-0" 5'-0" 1-0" Q c . f .......... 1 -.° 01 1 ACCESSIBLERAMP PLAN DETAIL ;L� 0 1= t v v 8 0 0 .❑ S1. SCALE 111 = 11_011 L m Q = a' ♦ , SEE ARCHITECTURAL SITE a 3 ` \ PLAN N HIS SHEET ' 102 �''� O T EE 103 105 110 Q. �yca nCL CIO y N O 106 = 3 TYP. 107 v t 0 TYP. V is o ............. . O C)o ............ i 1 . ' U , = ( +(a+ O co) L Q ca co ca Z 1-1 IWO { EELo S (0 V U Q. 104 M a°_ E TYP. d' y .0 r ~ .;�� PAM REVISIONS \ a }VI I r - W , �i I i r• N M d' Lo (o ti QO m r. ADJACENT , , ARCHITECTURAL LD EUI ING , SITE PLAN (N.1C.) .............................................................. ............................................... .............................. .......................... DATE 04/12/13 JOB NO. 13040 ARCH 1TECTUrx1-%L SITEPLAN OV- ERALL SITE PLAN SCALE: NTS SCALE: 1" = 20' SHEET NO. GENERAL DEMOLITION N +2,-0"TYP. I( I I 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS (I SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND/OR REMOVAL WORK WHICH MAY BE A 14 I I I I REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS.THE SCOPE OF WORK Q I I I DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXISTING CONSTRUCTION , I IN PART OR ITS ENTIRETY,AND THE REMOVAL,RELOCATION AND RE-POWERING OF CERTAIN 4. . ail, all I I I CONSTRUCTION MATERIALS AND EQUIPMENT,INCLUDING ITEMS RELATED TO OTHER TENANTS WHICH I MAY PASS THROUGH OR OCCUPY THIS TENANTS SPACE.IT IS THE INTENT THAT EACH PORTION OF THE 1L.... . �.I .... ... 447 DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL I _o INSTALLATION, ie:CARPENTRY WORK BY THE CARPENTRY TRADE,MECHANICAL AND ELECTRICAL WORKof ' BY THE MECHANICAL AND ELECTRICAL TRADES ETC.).THEREFORE,EACH CONTRACTOR AND o N I I SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN HIS _ r 04 PROPOSAL FOR THE COST OF ALL DEMOLITION AND/OR REMOVAL WHICH MAY BE REQUIRED TO 102 I I _I Z 3 PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. r' '\ I N CO Q Q 2. GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT DOCUMENTS AND oN- ^ - T -� - - REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. 06- I � I ` 3. ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL - o +7'-4" REQUIRED SHORING,BARRICADING,AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL = P N v v " CONTRACTOR. O Xcn A108 of TYP. ti 4. ALL WORK TO BE IN ACCORDANCE WITH O.S.H.A.REQUIREMENTS. O v I( 121 5. ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR = __ -� L J I N - n PLACED IN PRE-APPROVED DUMPSTER LOCATIONS FOR REMOVAL OR DUMPSTER CHANGE OUT DAILY; = - J v Q " " " THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD cu ±5 12 10 ±4-0 I ±4 5 -4 \ n 116 TYP. i REPRESENTATIVE. O M O o h � g /�'� ` 1 F - -- - -------------- - ��• �.� � �L- - J )I 6. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE.ANY �� cu b ASBESTOS REMOVAL OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR PER PROPER I I I a,r. (I -x o I APPROVALS. - N I -- Q Lo 7. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY TYP. -- T +.. 11 P 5 l I - - \ (: i I REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND UTILITY _ o 1p4 (` 112 COMPANY LINES ABOVE,WITHIN,OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH •'-' LINES,CAUSING EXPLOSIONS,ETC. p .I OC �. 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE CORE DRILL OF CONCRETE SLAB AT ALL AREAS - O MOLITION SAWCUTTING PLAN I I ( WHERE UNDER SLAB MECHANICAL,PLUMBING AND ELECTRICAL WORK OCCURS.REVIEW AND '� 121 COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL ELECTRICAL AND PLUMBING -_ _ 122 ~ 103 i SCALE 1/8 ' 1 -O K 111 -- - DRAWINGS.NOTE:DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD. ±T-10" I 9. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION"RULES AND REGULATIONS". +5..8\x` 'E. I 10. DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT DOES NOT DISTURB T' I I ADJACENT TENANTS OR DISRUPT THE OPERATION OF ADJACENT TENANTS. o 116 - � 11. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO DEMOLITION. o o I I I I I TYP. �" I 12. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS Q Q o / � INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON"OFF HOURS". COORDINATE ALL SHUT DOWNS � � Q- 113 3 I I........................... G.8 WITH LANDLORD.A 48 HOUR NOTICE REQUIRED. ® L!E m ......................_._......._........... __._... .............._..._-.............................. 117 116 I I( I I 13. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION. o / I I TYP. I( I I 14. REFER TO MECHANICAL 1 PLUMBING DRAWINGS FOR MECHANICAL 1 PLUMBING DEMOLITION. a •L 115 TYP. 3 \` L -- - - - - J L -_-_ -_ 15. DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE ORa 76 ,( C- -- -- - - - - -- - -- - - - -- - - - - - -� �- - - - - Nco r HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR oc` THE PUBLIC OR PROJECT EMPLOYEES. o N 116 I I 115 TYP. 115 TYP. ( 16. ALL FLOORING MATERIALS TO BE REMOVED,UNLESS NOTED OTHERWISE. TYP. I I I I I 17. ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPLETING WORK IN THE BUILDING L I I I 18. ANY LANDLORD COMPONENT THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO I I I I THE LANDLORD.(DUCTWORK,CLEANOUTS,ETC.)LABEL CLEARLY IN TENANT SPACE;PROVIDE ACCESS a PANELS. co a`)- I I I 19. HFT CONSTRUCTION MAY ATTACH TO BUILDING STRUCTURE ONLY-(NO ATTACHMENT TO ROOF DECK, =o N• LATERAL BRIDGING,CONDUITS,DUCTWORK,ETC.,IS ALLOWED)FOR STABILITY. o 123 I i ( I I - © 20.ALL FLOOR PENETRATIONS MUST BE CORE-BORED OR SAW-CUT.CONTRACTOR MUST X-RAY OR a- � TYP. I I I I - OTHERWISE SATISFACTORILY VERIFY THERE ARE NO EXISTING HIDDEN CONDITIONS PRIOR TO a - W CUTTING. �o 1 ALL EXISTING INSTALLATION NOT SCHEDULED FOR RE USE MUST BE COMPLETELY DEMOLISHED AND �o � I PROPERLY DISPOSED OF OFF SITE.NO EQUIPMENT CAN BE ABANDONED IN PLACE.ALL UTILITIES MUST BE REMOVED TO THEIR POINT OF ORIGIN. CURBS MAY NOT BE CAPPED;CURBS MUST BE REMOVED, a 2 DECK OPENING IN-FILLED AS NECESSARY,AND ROOFING TO MATCH ADJACENT AREA MUST BE n I � ��. r 108 TYP. I I I I INSTALLED. ,, 0 cn II II I I 124 �,cn o 100 SERIES DEMOLITION KEY NOTES0 � II ll E' G)'o EN 100. LOCATION OF LEASE LINE(LOCATED @ CENTERLINE OF DEMISING WALL). Za N•o (I 124 I I '.' I 101. REMOVE ALL EXISTING FLOOR FINISHES.PATCH AND REPAIR ANY DAMAGED SECTION OF CONCRETE Q c . (( SLAB. PREPARE SLAB TO RECEIVE SCHEDULED FINISHES.(TYPICAL THROUGHOUT SPACE UNLESS Q.COOCc J I I ENTIRE I -H NOTED OTHERWISE) :' I WALL I 102. REMOVE PORTION OF EXISTING CONCRETE SLAB FOR PLUMBING TRENCH. DOWEL NEW CONC.INTO c 115 Trp, I I 116 EXIST.SLAB WI#4 BARS @ 24"O.C.PATCH FLOOR TO FLUSH CONDITION WITH CONCRETE TO MATCH N a,a I ............................................... I I I NP. II .............. EXISTING AND PREPARE TO RECEIVE NEW FINISHES. VERIFY EXACT LOCATION OF ALL FIXTURES La Ca..... .... .. ..... ..............._ . ... ......... ......_............................ ......._....... _............. ....... ..........._............_ .... _...... ... .._.........._.................__o ..._ ....................................... ......... ......_............. ........ .........._.................._...... F 0. I PRIOR TO SAWCUT.VERIFY LOCATION OF ANY BUILDING STRUCTURAL COMPONENTS OR UTILITIES IN = O c I I OR BELOW SLAB WITH LANDLORD PRIOR TO SAWCUT. L 118 I I 103. REMOVE PORTION OF EXISTING WALL COMPLETELY. ¢ a� x TYP. 104. SAWCUT AND REMOVE PORTION OF EXISTING MASONRY WALL TO ACCOMMODATE THE INSTALLATION Q 3 I 101 I A NEW OVERHEAD DOOR.SHORE AS REQUIRED DURING DEMOLITION. TOOTH-IN MASONRY AROUND a I� 0 109 I OPENING. SEE DETAILS 5&7 ON SHEET A4.1 FOR ADDITIONAL INFORMATION. .� a -' I I 105. SAWCUT AND REMOVE PORTION OF EXISTING MASONRY WALL TO ACCOMMODATE THE INSTALLATION c I _ •" 116 c= _� 110 I A NEW MAN DOOR.SHORE AS REQUIRED DURING DEMOLITION. TOOTH-IN MASONRY AROUND 4 p 121 �•yp• 105 r 114 I I I OPENING. SEE DETAILS 5&7 ON SHEET A4.1 FOR ADDITIONAL INFORMATION. CL Q ,, I( 106. REMOVE STOREFRONT DOOR AND TRANSOM ABOVE COMPLETELY. co a o 100 107. REMOVE STOREFRONT SYSTEM COMPLETELY. = 3 L +3,-0" I I I 108. REMOVE PLUMBING FIXTURES COMPLETELY. CAP AND SEAL ALL WASTE AND WATER LOINES. SEE .................._..-...,.-._.-..--.-...-.._........._.. PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. _ - a� I I I `2 109. REMOVE FIXTURES(FIXED OR FREE-STANDING)THROUGHOUT THE SPACE. Vo ................................._............. %'' 110. REMOVE ALL ABANDONED EQUIPMENT IN HFT SPACE. o >' ..... ..................._................................... ......... .......... 111. EXI TIN D00 AND FRAME TO REMAIN, DOOR CH ® +- o t; ........................... .......... .................._................_......._........ _.......................................... S G R A R IN SEE SCHEDULE ON A5.0 FOR ADDITIONAL �. _... -..._-.... -... _.._-..-_..._......._.�. I I INFORMATION. c = U \\ V � � o \\ I 112. REMOVE OVERHEAD DOOR AND FRAME COMPLETELY. Q 2 N�. j I I 113. REMOVE DOOR HARDWARE AND LOCK DOOR IN PLACE. PROVIDE BLANK HARDWARE AS REQUIRED. a- c C 114. ALL DIMENSIONS TO BE FIELD VERIFIED AFTER DEMOLITION HAS BEEN COMPLETED. NOTIFY HFT c o / / I PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES. HFT G.C.IS REQUIRED TO VISIT PROJECT (n a / / I SITE AND VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. E E .� G 115. REMOVE WALL COMPLETELY. � o fl. I( I 116. REMOVE DOOR AND FRAME COMPLETELY. cv) cc 0 115 TYP. I I 117. REMOVE PHONE EQUIPMENT COMPLETELY. I I 118. REMOVE GYP.BD.COLUMN ENCLOSURE COMPLETELY. PREP.FOR PAINT. r ~ m 118 I I 119. SAWCUT AND REMOVE PORTION OF CONC.SIDEWALK I ASPHALT AND CONC.CURB AS REQUIRED TO I ACCOMMODATE FOR NEW ACCESSIBLE RAMP. SEE SHEET ASLO FOR ADDITIONAL INFORMATION. i( 120. SAWCUT AND REMOVE PORTION OF CONC.SIDEWALK/ASPHALT AND CONC.CURB AT LOCATION OF EXISTING NON-ACCESSIBLE RAMP. SEE SHEET AIA FOR ADDITIONAL INFORMATION. REVISIONS -� D 121. REMOVE PORTION OF LANDSCAPE AREA/ASPHALT TO ACCOMMODATE FOR NEW CONCRETE I I RECEIVING DOCK AND/OR CONCRETE SIDEWALK. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION. I 122. REMOVE PORTION OF EXISTING CONCRETE DOCK AT DAMAGED AREA OF DOCK. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION. I 123. REMOVE ELECTRICAL PANELS AND DISCONNECTS COMPLETELY. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. a o i 124. REMOVE WALL COMPLETELY FROM FINISH FLOOR TO UNDERSIDE OF EXISTING SOFFIT WALL. SEE I I I SHEET A2.0 FOR ADDITIONAL INFORMATION. 107 +5'-7" +6'-0"fl,�±6-6" II II © DEMO LEGEND ............ ... . . v T _ ___ .... ........-__-_. L-i ,` B SYMBOL DESCRIPTION 106 I .O EXISTING WALLS TO REMAIN O 119 '- - \ #12'-3" -- - - _ EXISTING WALLS TO BE REMOVED N �,,� o ' ❑ ❑ ❑ ❑/ ❑ ti :... _- EXISTING CONSTRUCTION TO BE REMOVED DEMOLITION - T M FLOORPLANTHE INFOR T 0 ED 0 MAIN NOT N THIS SHEET I FOR _ S GENERAL USE BASED ON WHETHER THE GENERAL CONTRACTOR AND/OR HIS/HER SUBCONTRACTORS ARE +� 120 4 WORKING FOR THE LANDLORD OR HFT IN THE DATE 04/12/13 ±20'-0" ±13'-5" ±2'-11' ±9'-0" -H COMPLETION OF WORK WITHIN THE PREMISES. JOB NO. 13040 DEMOLITION FLOOR PLAN SCALE 1/811 s 1 1.00 ■ SHEET NO. � . I , GENERAL DEMOLITION NOTES r ,;� 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING FIELD CONDITIONS 6 SO AS TO BECOME FAMILIARIZED WITH THE DEMOLITION AND/OR REMOVAL WORK WHICH MAY BE CQ c I (1003 REQUIRED TO PRODUCE RESULTS INTENDED IN THE CONTRACT DOCUMENTS.THE SCOPE OF WORK �. � 7 ►_4 DESCRIBED IN THE CONTRACT DOCUMENTS ANTICIPATES THE DEMOLITION OF EXISTING CONSTRUCTION • • IN PART OR ITS ENTIRETY,AND THE REMOVAL,RELOCATION AND RE-POWERING OF CERTAIN LA E 'V O � )p CONSTRUCTION MATERIALS AND EQUIPMENT,INCLUDING ITEMS RELATED TO OTHER TENANTS WHICH I�, MAY PASS THROUGH OR OCCUPY THIS TENANTS SPACE.IT IS THE INTENT THAT EACH PORTION OF THE �� ''•"'' DEMOLITION AND REMODELING WORK BE DONE BY THE SPECIFIC TRADE INVOLVED IN THE INITIAL `� l' 4pdau ams� 1 2 3 INSTALLATION,(ie:CARPENTRY WORK BY THE CARPENTRY TRADE,MECHANICAL AND ELECTRICAL WORK . BY THE MECHANICAL AND ELECTRICAL TRADES ETC.).THEREFORE,EACH CONTRACTOR AND o N SUBCONTRACTOR SHALL THOROUGHLY EXAMINE THE PROPOSED WORK AND MAKE ALLOWANCES IN HIS ■ r.ap . PROPOSAL FOR THE COST OF ALL DEMOLITION AND/OR REMOVAL WHICH MAY BE REQUIRED TO __ 'I'' I I I PRODUCE THE END RESULTS INTENDED BY THE CONTRACT DOCUMENTS. N 2. GENERAL CONTRACTOR TO COMPLETE ALL DEMOLITION AS NOTED IN CONTRACT DOCUMENTS AND aI Z ..p-� REMOVE ALL DEBRIS AND RUBBISH FROM THE PROJECT AND BUILDING SITE. 3. ALL AREAS WHERE DEMOLITION IS TO OCCUR IS TO BE SECTIONED OFF FROM THE PUBLIC AND ALL - O T- I REQUIRED SHORING,BARRICADING,AND SCAFFOLDING TO BE THE RESPONSIBILITY OF THE GENERAL = o�0 CONTRACTOR. (o O X v6 ca 4, 1 3 U I IH I 4. ALL WORK TO BE IN ACCORDANCE WITH O.S.H.A.REQUIREMENTS. - - N LL. N J L _ -J� I� IIID = T = 5. ALL RUBBISH AND DEBRIS TO BE REMOVED FROM THE PROJECT SITE WITHIN A 24 HOUR PERIOD OR _ _ � - - - PLACED IN PRE-APPROVED DUMPSTER LOCATIONS FOR REMOVAL OR DUMPSTER CHANGE OUT DAILY; - = U J U IN II IIII I I � L ; THIS CONTRACTOR TO RECEIVE APPROVAL OF DUMPSTER LOCATION FROM BUILDING LANDLORD • ca I I 11 0 IIII IN II II REPRESENTATIVE. IllN M.m 9 III �� IIII LIN II IN 6. ALL DEBRIS REMOVED FROM THE PROJECT SITE TO BE DUMPED IN ONLY APPROVED DUMPING SITE.ANY � I .1 co I II is I� A 2 I ASBESTOS REMOVAL OR DEBRIS DUMPING TO BE COMPLETED BY THIS CONTRACTOR,PER PROPER c L9 . 111 I 1 11 II II APPROVALS. >N I IN IN I = . a II 11 7 1a a � 11 7. GENERAL CONTRACTOR TO CONTACT BUILDING LANDLORD REPRESENTATIVE AND ALL UTILITY COMPANY _ ♦.,� 205 E IN I� REPRESENTATIVES HAVING JURISDICTION OVER THIS PROJECT TO ASCERTAIN BUILDING AND UTILITY O� () , AT ENTIRE HATCHED E . A 11 l� 203 203 COMPANY LINES ABOVE,WITHIN,OR BELOW PREMISES TO AVOID ANY POSSIBILITIES OF CUTTING SUCH N N I1 � 11 I =. - _ LINES,CAUSING EXPLOSIONS,ETC. AREA±1,350 S.F. 202 ! 202 IN IN 0 I-(- 8. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE CORE DRILL OF CONCRETE SLAB AT ALL AREAS _ o< , a) IN 11 IN : IBI WHERE UNDER SLAB MECHANICAL,PLUMBING AND ELECTRICAL WORK OCCURS.REVIEW AND ti p O O O I 11I ( H I COORDINATE EXACT LOCATIONS AND SIZES WITH THE MECHANICAL,ELECTRICAL AND PLUMBING �= - -ice I� - - 11-11-_ .____�__ __ _ ------. _ ____.- -._. _.__. __..__.._____� T a. I� III I - - L DRAWINGS.NOTE:DO NOT CUT SLAB WITHOUT WRITTEN APPROVAL FROM LANDLORD. �� I7 III - _- - II I IIII 9. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION"RULES AND REGULATIONS". I mm _ m . ¶� �� , �:I �/. \. ml_ - - -\ __ .- \ � ; 10. DEMOLITION OR DEMOLITION REMOVAL TO BE COMPLETED IN A MANNER THAT DOES NOT DISTURB I / 'ot � am, =�- _` -�-pm '` �'�� I I \ ( ��� - G•$ ADJACENT TENANTS OR DISRUPT THE OPERATION OF ADJACENT TENANTS. Lo . / , �� , 205 II O / / r r 1 r 1 �' AT ENTIRE HATCHED �I 11. PROTECTION OF ADJACENT TENANTS OR SPACES IS REQUIRED PRIOR TO DEMOLITION. 0 0 0 II / . /� I I I I I I I I~. I I AREA±125 S F (1 12. ALL CUTTING OF SERVICES OR UTILITIES AFFECTING THE BUILDING COMPLEX OR ADJACENT TENANTS Q ¢ o Y J. `/s' I I I I I I I I I I I I I I L_ __ _ _ _ _ _ _ __ __ _ _ _ _ _ _ _ _ _ _ _ _ r_ _- J L _- _ INCLUDING SPRINKLER OPERATION TO BE COMPLETED ON"OFF HOURS". COORDINATE ALL SHUT DOWNS ai 0.3 II- it/ I I L J L J L J 208 I -- -�- - - -- - -- -�- �. -� '1` _ _ _ (/) % WITH LANDLORD.A 48 HOUR NOTICE RE UIRED. ® :c - ' Q L ++ M 1 .. 1 . REFER TO ELECTRICAL DRAWL FOR ELECTRICAL 0 11 11 \ ,�L , 1 3 C NGS R E R DEMOLITION.I I � � � 1 1 1 1 1 1 1 I 1 1 I 1 1 1 ,.\ � •� m 14. REFER TOMECHANICAL/PLUMBING DRAWINGS FOR MECHANICAL/PLUMBING DEMOLITION. o I III ® I I I I I I ! I I I I I I I I t7 0 - - - - - ® ®_ -_ _ _..............................11-11._.._..............._...._�..... ._ __..........•....._........ <..................................... 15. c �. o DEMOLITION WORK TO BE PHASED TO ALLOW PROPER EGRESS FOR ANY PERSON IN CASE OF FIRE OR \ �t I\� I I r 1 I r 1 I I r �1 1 I 1 I -1 -1 �; r �lI r 1I 1 "r r 120 1 " 207 HAZARD AND NO DEMOLITION WORK CAN OCCUR IF THE WORK JEOPARDIZES A MEANS OF EGRESS FOR I- . iil I I I ® ±45-0 ±32-8 2 �,.. L I I�\ IIII I I .I1 I 11 11 I I 11 11 I I II I I 11 I 216 I� I +� THE PUBLIC OR PROJECT EMPLOYEES. �, L J L J L J L J L J L J L J L J L J L J L J i _ _ 16. ALL FLOORING MATERIALS TO BE REMOVED,UNLESS NOTED OTHERWISE. �'° ...... .....I............. I... 1111 _.... _ . . 1.....1 - - ...... ...... 1.... .... .......... . _ II _ - - - - - 1 I ........1._._.._....1. ._. . �J I �� J J J J_ . . I ETING WORK IN THE BUILDING o 17 ALL LABOR TO BE COMPATIBLE WITH OTHER LABOR COMPL III I ® t- " " ' F � �� ±45 5 ±8_0 c a��, I I I I 18. ANY LANDLORD COMPONENT THAT 1S EXISTING iN THE PACE M 11 j�� S UST REMA N VISIBLE AND ACCESSIBLE TO _ Il. `� ; : ; I N THE LANDLORD. DUCTWORK CL OUT ETC. LA EL o ° '`. EAN S, B CLEARLY IN TENANT SPACE;PROVIDE ACCESS m Ill I I l I I ._ ...........................1111..._.. ( ) : . , CL 1. I \. \ I 1111. . . � ... 1111 ........ .:......... ........... .......... . ..........._. ._.... .... 1111. 1111. 1 I �� �� �� r � r � r � rel r � r � ` r � r � r � P !s. N �� II i IIIA G. ANE 1. I J : II 11 : 11 11 : : 11 II 11 I : : I 11 ; : II II I II : I II I II • I II I II I 11 - - -- -- 1 ONLY-(NO ATTACHMENT TO ROOF DECK, o I • -. - ---.-_- --- -. _.._ .- ... ....... 1111...1-111--.. 1..1....... .. ... .. .. 11 11._-. .. 9 F CONSTRUCTION CT 0 MAY ATTACH TO BUILDING STRUCTURE TTACHME : : , _- _.._.._.._.._..... .._.._.. 1-111 1-11-1. ...-111-1- 1-1-1-1 ___. . _-__ __ ___._ 1_.1.1.1__ ._ II �.- J- __, _ _ :_ _ ___ _ µ _ -- __ __ _ _ _ _ 1-11-1- _ _._ L J J J J J - L J L J GING,CONDUITS,DUCTWORK,ETC.,IS y o _L��_...-..... J......- .J-......1111.. J 1111... J-.......................... J J ... . ........... .... -- G LATERAL BRID D ALLOWED)FOR STABILITY _ �,< �- : O -\ : 20. OR SAW-CUT.CONTRACTOR MUST X-RAY OR '- ; I ! .-.y I.. i 1. Ii i : i . .. .. ... ALL FLOOR PENETRATIONS MUST BE CORE-BORED E OTHERWISE SATISFACTORILY VERIFY THERE ARE NO EXISTING ooa� I ST G HIDDEN CONDITIONS PRIOR TO L �n I COL. COMMENCING CORING/DRILLING I I E G OR SAW CUTTING. 0 iiI1. 111 - - - - 11 - ® � � � � I � �� �� : .......... : : ; : : : ; : : : t... . N1 11 :......... ........... :.......... ........... .. ALL EXISTING INSTALLATION NOT SCHEDULED FOR RE-USE MUST BE COMPLETELY DEMOLISHED AND \ -H ® -11 PROPERLY DISPOSED OF OFF SITE.NO EQUIPMENT CAN BE ABANDONED IN PLACE.ALL UTILITIES MUST c° IN, I I ` 1 I II II II II II II II II II II II II I II I I1 I II I I I II I II - ''`, �, I I BE REMOVED TO THEIR POINT OF ORIGIN. CURBS MAY NOT BE CAPPED•CURBS MUST BE REMOVED �- m L L�,\_\"ll -I. a., N� L I LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ L vi L% ._J...........:............. J..._....._........: ........ J_............. ........:........ J ._....._. ......... _.. J J J. J J_ J J. : : : : . I__ . 1__ DECK OPENING IN-FILLED AS NECESSARY,AND ROOFING TO MATCH ADJACENT AREA MUST BE o : I : INSTALLED. -� °�' - - { f �'. j) L I 1 Z I +.. 1 I 0 O m III - -- - - -- - - - - -- - - - =IIIN o 1111... ..........� ......................... ........ .......... ......._...........................� ......._....................... `............ 1111 1111 .. .. _ 77 -t II :r �: r �I : : : r � rel 4. r r � r i r o I I100 ,� �, 11 I II II I I: II II II II I II ( II II I II ` I II I II II �I II I II SERIES KEY NOTES0-0 1I LJ LJ LJ LJ LJ® LJ LJ LJ LJ LJ LJ LJ 2 aE.N L. .1.....1....1....1- J.......... ..._..._ 11 J....... ..... ........... J._ ...... .. . ...... J........... ........__..1.11..1_ J...... ..... . J 1111. . .. .... J_..._. ............._...... J...... ........... II \\\ \� I J J 0 � Y I . . . : C - : : : € 1 1 e to ... M mm : 201. EXISTING 2 X 4 LAY-IN CEILING GRID TO REMAIN. REPAIR OR REPLACE AN D c . �L I. Y AGE TAINS R _ . . i i : � : : 1111 %" DAMAGED, DO : : ; _. ..... ....... ..... .... ..1....1.1..... 1.... ..11 .... .-_..._...... .........1..1.... ....1-1 MISSING TILES TO MATCH EXISTING. ._........ _ :1111 .-... ......... ...... ...... ... ... ... .. I t F f-1E� � � ;. .. 1111 �. : I " L®............. ..... .... :.................s....:......... :................a........... : 202. ,. --�--- a. �. 1111.. . I -i 1\ \_ \1 I I [r� �� �� Irk Ire Ir=1 r � r � r � r. r r . >% REMOVE PORTION OF EXISTING LAY-IN CEILING TO ACCOMMODATE FOR CONSTRUCTION OF NEW I I SOFFIT SYSTEM OR CONSTRUCTION OF NEW WALLS. SEE SHEET A1.1 FOR ADDITIONAL INFORMATION. -.J 11 I. 11 (� 11 I� 11 II 11 1. �) it I II I II I II I II I Il I II 203. REMOVE EXISTING LIGHT FIXTURES COMPLETELY THROUGHOUT THE INTERIOR OF THE HFT SPACE �a LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ � � �� - - - +�.'L ..... .... . ...... . . J J J : J : J J.. J J.. J..... J.. _ _ _ _ WARE,WIRING AND ABANDONED CONDUIT.REFER TO ELECTRICAL ai + _ " °' oc _12.5 I \ DRAWINGS FOR ADDITIONAL DEMOLITION NOTES.(TYPICAL THROUGHOUT SPACE.) 00 . U U 2 0 L CA 04 REM VE ALL ABANDONS HVAC E UIPM N A D U 208 D E T N D CTWORfC SEE MECHANICAL D I Q RAW NGS FOR o . c (j[#f _ a) ADDITIONAL I DEMOLITION NOTE (TYPICAL THROUGHOUT S TY I T GHOUT / t . I . ; . : : 11-:11.. ;1111 _ .. �.... _. ... 111:1... 1111 1111. a.... SPACE) -o r � _ = 3 �� �� Irk ; its �� rr�1 r � . r � r r -� r -� rel o O ! : : : : -[ 205. REMOVE GYP.BD.CEILING COMPLETELY INCLUDING ALL MECHANICAL DEVICES(DIFFUSERS,RETURN c, 3 . 202 r \ , ¢ L �) II : 11 11 11 11 11 11 11 11 11 11 it 11 I 11 I II I I� I II I 11 I II AIR GRILLES,ETC.),AND LIGHTING FIXTURES. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR - o 1 - - - _ - -- - - _ _ _= ADDITIONAL INFORMATION. LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ_ �� � � �� � _ � � -o ... .... ...... . .... ..._. . . .. ........ ........ ......... .......... ......... . ..._. ....... a J.......... .. J J. J ... ... ....... J_ J .� z : �JJ J J J 11 : (- : : E 206. REMOVE PORTION OF SOFFIT SYSTEM AS REQUIRED TO ACCOMMODATE FOR NEW SOFFIT SYSTEM. L•`N 201 c� �- ¢ PATCH AND REPAIR GYP.BD.AS REQUIRED AT GYP.BD.JOINTS. a-0 II II E Q N S. 0 20 1 R 1 R a L i i i i i i : 20 : i i i i i t i i i ` i E i : : i ` i ` i i : i : i _._ IGHT M 6-8 A.F.F.T010-6 A.F.F. Q.Z 1-111_...1-11-1----... _.. 7. REMOVE PO TION OF EXI IN OFT 0 R ST G S FI SYSTEM T INCREASE H FRO ft LJ 2 E :......._.. L.L.. .......... ...... ........ ...- ......... ..... ...... .. ..... ....... .._.._ ......... ....... ......... ........ ..- . LJ . 1111.. :.........: . ...._ _ �........:........... :_ :_ _ .. .. N � � r � rr� r � rr� r � r � r. r r r �` r r �' TON. co (o o I- : : : : C� 1- C� 204 1 1- <. A J m 3L= �: z. - : ; : : 208. REMOVE SOFF T SYSTEM COMPLETE ORM L - ; -�: II II II II II II : II II i 11 11 : 11 II i I I: I II I II I II I II I it - 0 3 1-111 _.. - 1-111... -..... ._... . ... ..._....__. ........ _.............. .. . _.. a� a- :- f 209. REMOVE FABRIC AWNING AND FRAMING COMPLETELY. PATCH REPAIR .._ z.... .. .. AND FINISH EXISTING � LJ J J J . L LJ'. ,A - ��, � LL_ ........._..:............�J......... _�............,....._... ...... J _�......... ..... ...... J.. .. ......:. J. . .. �_ :.` . J ` .. . E : is - \ : : ; : ; FJ(TERIOR WALLS AS REQUIRED TO MATCH EXISTING. Z a� :\ a��4 O \ 210. REMOVE PREVIOUS TENANT INA E COMPLETELY. S G GPATCH,REPAIR,AND FINISH EXISTING EXTERIOR o I I 11 I V m \; ® �. >,. WALLS AS RE UIRED TO MATCH EXISTING. . Q // o . -- - LL \ - �� �� =� +.. LJ LJ = : : ; : _ 1-111.. _ 1-111. _.�.... _......................................... 1111 .. ... . ........ ............ ... ........ ... - - -- � - 02 :...._..........L..�............._�.-..-1111..�J................z.............:.......... :........ ....... . ......,... � � _ �� � _ � - _ �- o. >f rr�1 r� r r �1 ` rel r rel r �1 r U N 3 N / ISI CL : : 1 i II II II II II II II II II II I II I II I II I II I II I II DEMO LEGEND . `� *'*"*"'*...: t . f LJ LJ LJ LJ LJ LJ ®LJ LJ LJ LJ LJ �- � ca .- J.. .J..... .... ...:.._......._.. J... --t..._.... ............. J 1111. J............................. I........................... . _ 1111. ...J_.................. ............_ J......... ................. J : : ; J ._... ...... .......�.............:..................:.......... : . a.. I r �� -- SYMBOL DESCRIPTION o 0 1 c c - - - -- a� 0 : LJ : ; : � � - � _ � - _ : :................................:............... :..............................._.,.................:................I_...J.-...............<_..............:..................:.................._............ :................................ :................................. EXfSTING WALLS TO REMAIN In Q IS �, o �: . : : . . r. �. � �1 rel rel r � rel r . ` rel - - -- - qt o" - _ -- - EXISTING WALLS TO BE REMOVED M II II II II II II II II : II II I II I II I I I I� I II I II d- N S LJ LJ LJ LJ ; LJ I LJ LJ LJ LJ LJ L_J - r L ....... ....... 1....1.......11 ......... ..... ............................. .. . ......... .................................................. ............11.............11... _ ..................:...............,......._....................:..._..-........ ..J.........-.........._._......-........-. .J.................o....._....................... J 1111..., 111 1. J : J J : J : : J : : E-- o W i : :. i [ : i e ` i i i i i i i i • ' _F : � � EXISTING CONSTRUCTION : 11-1-1-.._1-1-1-1- __ 1-11-1-_.____ ___ _. .1-11-1- _ _ _.___ ___ _.__._..___-__ _.. __ ______.____._..___1-1,1-1_ __. __ _ � ___ 1-11-1 _ . 1-1-11_ -_-- - 1-1-1-1-__-- _ __._._.1-1-1-1- ___ _. _ _ _ 1-1-1-1- _ 11--1-1-_ 1-1-1-1- 1-1-1-1-. _ 1-1-1-1-_ 1-1-1-1-_. ___._�_ __ _ �_. __.._.___.__ .. _ _ _ _ _ _ _ _ _ _ _ - - - _ - .. £ 1111 ,: .. L t- 11 j : i : : : : : i 11 I� : ±2 2 : : : .................11 - _ : : ......._........... It 11 ;� .......... .....1111 .......... .......... ......... ;1111 .1111 ... 1111 �... 1111. __.. :E 1111 _ 1111 �._. <. I I I I I Ir 1 1 1 1 Cr�1 Ir�T. +12t-0" rr�i. r �1 r r ±49'-11" r .....I......I....y................. ...I......[]...I........ S r r �.. REVISION 3 THE INFORMATION NOTED ON THIS SHEET IS FOR I I I I I 1 I I II II I I I I II II II II _ I LJ LJ LJ % LJ LJ LJ ILJ LJ LJ LI LJ GENERAL USE BASED ON WHETHER T - LTJ- L � I I � J- L1 T HE GENERAL J J......�_.._- J.. J............._.......... _............ �. . .. ........ --r � _. .._:.. . 1111. _._ _......._: .... 1 1... .. �... �.. l. ._ 1... �... CONTRACTOR AND/OR HIS/HER SUBCONTRACTORS ARE o O I I I I I I I I I I I I I 1 208 ( WORKING OR THE LANDLORD OR HFT IN THE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 i 1 1 1 1 I M : i Ir ; I COMPLETION OF WORK WITHIN THE . . +� _ _ _ PREMISES. i t _ _ _ _ I- - r =I r1 r � �. ; its :r � - -=® ® ® _ == _ ® --= _ = I I I I I I I I117 1 +1 I. � ,,� � ��� _- .� 202 I I I I I I I 11 II II 11 11 I _ C I I I I I I I I LJ LJ r � � � � - � � �_ �_ ml L J L J L J J_.JJ L.J......... J® -I J - - _ . : ; ................1. 1111. ........... .... ' ................................ ' .......... ....................41.....1...1.......... ...... ..11.11 . ............ , 11 . ...........'................._.:_....... ... 1:111.._ ........� ._._� , �.............. 1111 ......... ................... ..................... ...... ..... ..............._............... B w a 1 I _...__.__...._..__..I..._........_.-....---- O - - �IM� � �� � = � = �� � !7 � � � � � �� � 0 1 1 1 1 1 1 w L - �. I � ]I � � ]I r7 _El 11 I i -- . o . 205 �m == � 210 I I I I I i N M d' to Cfl ti o0 I AT ENTIRE HATCHED L - _ ® - -L - -1 I . AREA±255 S.F. I . I209 DEMOLITION . � I I CEILING PLAN . I I � I DATE 04/12/13 ,::::,.,.. DEMOLITION CEILING PLAN JOB NO. 13040 I ., .1.1: r SCALE 1/811_ 11.01 i . SKEET NO. . t A)?�l 1. ALL WORK AND MATERIALS DESCRIBED HEREIN ARE THE RESPONSIBILITY OF EITHER THE LANDLORD OR THE TENANTS GENERAL 33. THE PROPER RECEIPT OF ALL NEW MATERIALS AND EQUIPMENT AT THE JOB SITE IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, t} � � CONTRACTOR.THE TERMS"GENERAL CONTRACTOR',"CONTRACTOR',OR"SUBCONTRACTOR"REFER TO THOSE ENGAGED(SEE WORK WHETHER WORKING FOR THE LANDLORD OR THE TENANT,AND l OR ITS SUBCONTRACTORS(IF ANY).SECURE AND SAFE STORAGE OF ALL NEW AND - RESPONSIBILITY CHART)TO PERFORM THE WORK. EXISTING MATERIALS AND EQUIPMENT TO REMAIN(IF ANY)WILL BE PROVIDED BY THE GENERAL CONTRACTOR.GENERAL CONTRACTOR TO POLISHED CONCRETE SPECIFICATION t;g . IMMEDIATELY ADVISE TENANT OR TENANTS REPRESENTATIVE OF ALL DAMAGED OR DEFICIENT SHIPMENTS OF MATERIALS AND EQUIPMENT, 2. ALL RULES AND REGULATIONS,SCOPE OF WORK AND PROCEDURES INDICATED WILL BE PERFORMED BY THE SPECIFIC GENERAL WHETHER SUPPLIED BY TENANT OR DIRECTLY BY CONTRACTOR OR ITS SUPPLIERS.GENERAL CONTRACTOR TO COMPLETE AND SUBMIT ALL PART I-GENERAL j CONTRACTOR,THEIR AGENTS,SUBCONTRACTORS,AND SUPPLIERS TO PROVIDE A TOTAL AND COMPLETE PROJECT FOR THE TENANT.WORK SHOWN NECESSARY PAPERWORK AND ARRANGE INSPECTIONS OF DAMAGED GOODS AS PER TENANT CONSTRUCTION DEPT.REQUIREMENTS.NOTIFY 1.01 SUMMARY 0 iwA IN THESE NOTES IS TO BE PERFORMED BY THE SPECIFIC GENERAL CONTRACTOR OR SUBCONTRACTORS,AGENTS AND/OR SUPPLIERS ONLY, TENANT,OR TENANTS REPRESENTATIVE OF ANY POSSIBLE DELAYS.INCOMPLETE ORDERS AND DELAYS ARE TO BE IMMEDIATELY BROUGHT TO THE WHETHER OR NOT THE WORK IS DELINEATED PROPERLY. ATTENTION OF THE SUPPLIER AND THE ARCHITECT.SUBMIT CONFIRMATION OF ALL ORDERS DELIVERY DATES AND A FULL WRITTEN SCHEDULE TO A. T ON INCLUDES THE FOLLOWING: ki W U � A HIS SECTION TENANTS ARCHITECT. 1. POLISH CONCRETE TO SPECIFIED FINISH,DENSITY,POLISH. , - j ` 3. BOTH THE LANDLORD AND THE TENANT'S GENERAL CONTRACTOR ARE REQUIRED TO HAVE ALL SUBCONTRACTORS REVIEW THESE NOTES I" ! 1 '( Iw'11I1r PRIOR TO BIDDING AND TO FAMILIARIZE ALL PERSONS AND SUBCONTRACTORS WORKING ON THIS PROJECT WITH THESE GENERAL NOTES AND THE 34. ALL EXISTING TO REMAIN AND NEW BUILDING ENTRY GLASS AND DOORS,STOREFRONT AND INTERIOR GLAZING,IF APPLICABLE,MUST 1.02 REFERENCES CONTRACT DOCUMENTS NOTED,LANDLORD'S DESIGN CRITERIA(IF APPLICABLE)AND THE EXECUTED LEASE AGREEMENT BETWEEN LANDLORD AND COMPLY WITH ALL APPLICABLE CODES,LANDLORD'S CRITERIA,LANDLORD'S AND TENANTS CONTRACT DOCUMENTS AND SAFETY GLAZING O , TENANT.ANY DISCREPANCY BETWEEN THESE CONTRACT DOCUMENTS AND THE LEASE OR DESIGN CRITERIA INFORMATION IS TO BE REPORTED TO STANDARDS.GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,TO VERIFY IN FIELD ALL EXISTING GLAZING TO A. AMERICAN SOCIETY FOR TESTING AND MATERIALS: I OF TENANTS ARCHITECT PRIOR TO THE START OF ANY WORK.BOTH GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR FULLY ACQUAINTING REMAIN MEETS OR EXCEEDS SUCH CODES,STANDARDS,ETC..INCLUDING BUT NOT LIMITED TO TYPE,SUPPORT,FRAMING METHODS,ETC..AND 1. ASTM-C779,STANDARD TEST METHOD FOR ABRASION RESISTANCE OF HORIZONTAL CONCRETE SURFACES. THEMSELVES WITH THE CONTENT AND SCOPE OF THESE DOCUMENTS.WORK DECLARED UNACCEPTABLE BY THE TENANT AND LANDLORD SHALL BE UPGRADE IF OR AS REQUIRED.ALL STOREFRONTS TO BE INSTALLED BY GLAZING SUBCONTRACTORS CAREFULLY FOLLOWING REQUIREMENTS AND 2. ASTM G23-81,ULTRAVIOLET LIGHT&WATER SPRAY. O lqt CORRECTED IN A MANNER AND TO A DEGREE OF QUALITY AS ACCEPTABLE BY THE TENANT AND LANDLORD. DETAILS FOR DESIGN AGAINST WIND LOAD CONSIDERATIONS,EVEN THOUGH SUCH INSTALLATION OF STOREFRONT GLAZING MAY BE IN AN 3. ASTM C805,IMPACT STRENGTH. ' C)00 N ENCLOSED BUILDING.GENERAL CONTRACTOR TO VERIFY EXISTING STRUCTURAL SUPPORT/HANGING CONDITIONS FOR STOREFRONT AND IF 4. ASTM 1028,SLIP COEFFICIENT _ 't'T 4. BOTH GENERAL CONTRACTORS,AS APPLICABLE,AND ALL SUBCONTRACTORS ARE REQUIRED TO CHECK AND VERIFY ALL DIMENSIONS AND STRUCTURAL SPANS ABOVE FOR SUCH HANGING EXCEED NORMAL HANGING SUPPORT DETAILS OR SPAN AND/OR WIND LOAD CALCULATIONS ARE B. AMERICAN CONCRETE INSTITUTE: It r FIELD CONDITIONS AT BUILDING SITE AND PREMISES AND NOTIFY THE LANDLORD,THE LANDLORD'S REPRESENTATIVE AND TENANTS PROJECT REQUIRED DUE TO LOCAL BUILDING DEPARTMENT REQUIREMENTS,THIS CONTRACTOR IS TO HIRE A LOCAL STRUCTURAL CONSULTANT TO DESIGN 1. ACI 302.1 R-89,GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION. p N ARCHITECT OR TENANTS CONSTRUCTION REPRESENTATIVE OF ANY AND ALL DISCREPANCIES AND LIST ANY WORK NOT YET COMPLETED BEFORE SUCH SUPPORT SYSTEM HANGERS AND COMPLETE ALL STRUCTURAL CALCULATIONS 1 DRAWINGS IN THOSE AREAS WHERE SUCH INFORMATION IS C. OTHER TEST: I I z L Lo STARTING WORK.IF A GENERAL CONTRACTOR IS REQUIRED TO INSTALL A BARRICADE DURING THE CONSTRUCTION PHASE OF THIS PROJECT,SUCH REQUIRED AND TO INCLUDE SUCH COSTS IN THE BID TO THE TENANT. 1. GLOSS METER REFLECTIVITY. = 0� BARRICADE TO MEET THE LATEST BARRICADE DESIGN REQUIREMENTS OF THE TENANT,INCLUDING THE PAINTING OF SUCH BARRICADE AND ANY __ v- SIGNAGE ADDITIONALLY,THIS BARRICADE MUST BE MOVED OUT AS REQUIRED FOR WORK AND/OR REMOVED AT THE END OF THE CONSTRUCTION 35. ANY SUBSTITUTIONS OF FINISH MATERIALS MUST BE APPROVED BY THE TENANTS ARCHITECT IN WRITING.THE GENERAL CONTRACTOR, 1.02 QUALITY ASSURANCE = W% -0 N U . TIME PERIOD.CHECK WITH THE LANDLORD TO VERIFY IF A BARRICADE HAS PREVIOUSLY BEEN INSTALLED ON THESE PREMISES IN ANTICIPATION OF WHETHER WORKING FOR THE LANDLORD OR THE TENANT,IS RESPONSIBLE FOR SUBMITTING TWO(2)SAMPLES OF EACH SUBSTITUTION. O X N CONSTRUCTION BY THE TENANT;IF THIS IS THE CASE,DO NOT INCLUDE ANY COST FOR THE ACTUAL BARRICADE BUT DO INCLUDE COSTS FOR A. INSTALLER QUALIFICATIONS: I w 3: (O U MOVING SUCH BARRICADES IN AND OUT. 36. ALL THE FLOOR FINISHES,WITHIN THE PREMISES,OR AT THE TRANSITION BETWEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR 1. USE AN EXPERIENCED AND APPROVED CERTIFIED INSTALLER AND ADEQUATE NUMBER OF SKILLED WORK PEOPLE WHO ARE TRAINED _ _ (D UL-W FINISHES(AT ENTRY OR REAR DOOR,IF APPLICABLE)ARE TO BE SMOOTH AND LEVEL TO AVOID TRIPPING HAZARDS AND BE WITHIN THE AND EXPERIENCED IN THE WORK BEING PERFORMED. J U 5. ALL CONTRACTORS SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AND SHALL HAVE SOLE RESPONSIBILITY FOR VERIFICATION OF CLEAR REQUIREMENTS OF BARRIER FREE DESIGN.IF AN EXPANSION JOINT COVER IS REQUIRED,SUCH COVER IS TO BE LEVEL AND SMOOTH WITH TENANTS 2. PROVIDE A LETTER OF CERTIFICATION FROM CONCRETE MANUFACTURER STATING INSTALLER IS A CERTIFIED APPLICATOR OF - HEIGHTS WITHIN THE PREMISES;ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY.A GENERAL CONTRACTORS TOTALLY FLOG FINISH ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FINISH ELEVATION.IF THE EXISTING SLABS ARE NOT LEVE! THE GENERAL D PED TH CES Y C Y E P E RF - () s- ( ( R (NISAPPROVED MATERIAL AN IS EQUIP W( NE SAR MA HINER NEED D FOR ROP R PE ORMANCE OF WORK IN THIS SECTION. RESPONSIBLE FOR ALL"HOLD"DIMENSIONS AND IS TO CONTACT THE ARCHITECT,THE TENANT AND THE TENANT'S CONSTRUCTION CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,IS REQUIRED TO COMPLETE FLASH PATCHING THROUGHOUT TO OBTAIN A B. PROTECTION: It co REPRESENTATIVE OF ANY DISCREPANCIES VERBALLY AND ALSO IN WRITING,FIRST,PRIOR TO BUILDING WALLS,IFL THERE IS A QUESTION.TENANTS SMOOTH AND LEVEL CONCRETE SLAB. 1. NO SATISFACTORY CHEMICAL OR CLEANING PROCEDURE IS AVAILABLE TO REMOVE PETROLEUM STAINS FROM CONCRETE SURFACES. (D� _. CU FIXTURES FIT INTO PLACE WITH NO ROOM FOR ERROR.CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS. PREVENTION IS THEREFORE ESSENTIAL. c:Lo37. SHOULD AN EXPANSION JOINT OCCUR IN THE LEASED PREMISES,GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE a.ALL HYDRAULIC POWERED EQUIPMENT MUST BE DIAPERED TO AVOID STAINING THE CONCRETE. a)r 6. WHEN BIDDING THIS PROJECT,EACH CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND VERIFYING TENANT,IS RESPONSIBLE FOR ALL CONSTRUCTION AFFECTED BY SUCH JOINT,INCLUDING FURNISHING AND INSTALLING A LEVEL,SLAB HEIGHT b.NO TRADE WILL PARK VEHICLES ON THE INSIDE SLAB. IF PARKING ON THE INSIDE SLAB IS NECESSARY TO COMPLETE THEIR _ :1 >NEXISTING CONDITIONS AS REFLECTED IN THESE CONTRACT DOCUMENTS.ANY EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS EXPANSION JOINT COVER,INCLUDING FLOOR,WALLS AND CEILING.GENERAL CONTRACTOR SHALL MAINTAIN INTEGRITY OF ALL SUCH EXPANSION SCOPE OF WORK,DROP CLOTHS WILL BE PLACED UNDER VEHICLES AT ALL TIMES. = Q Lo SHALL BE REPORTED TO THE TENANT OR TENANTS ARCHITECT IMMEDIATELY. JOINTS IN A MANNER CONSISTENT WITH ACCEPTABLE CONSTRUCTION DESIGN PRACTICES. c.NO PIPE FITTING MACHINE WILL BE USED ON THE INSIDE SLAB FLOOR. _ d.STEEL WILL NOT BE PLACED ON INTERIOR SLAB TO AVOID RUST STAINING. U O(O 7. ALL WORK ON THIS PROJECT SHALL BE IN ACCORDANCE WITH ALL CODES,SUB-CODES,BUILDING DEPARTMENT REQUIREMENTS AND HEALTH 38. ANY SCAFFOLDING,SAFETY RAILINGS,BARRICADES AND/OR PROTECTION DEVICES REQUIRED FOR THE PROJECT WILL BE FURNISHED AND e.ACIDS AND ACIDIC DETERGENTS WILL NOT COME INTO CONTACT WITH SLAB. e 0)N DEPARTMENT REQUIREMENTS.GENERAL CONTRACTOR TO CONTACT LOCAL BUILDING OFFICIALS FOR SPECIFIC REQUIREMENTS FOR THIS USE. PAID FOR BY THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,AS PART OF THE BASE BID.PROTECTION OF f ALL TRADES INFORMED THAT THE SLAB MUST BE PROTECTED AT ALL TIMES. 01%-.O WORK IN PLACE-WORK IN PLACE THAT IS SUBJECT TO DAMAGE BECAUSE OF OPERATIONS BEING CARRIED ON ADJACENT THERETO SHALL BE _ p N 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS,METHODS,TECHNIQUES, COVERED,BOARDED UP,OR SUBSTANTIALLY ENCLOSED WITH ADEQUATE PROTECTION.ALL FORMS OF PROTECTION SHALL BE CONSTRUCTED IN A 1.04 PROJECT CONDITIONS � 0� SEQUENCES,AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT,INCLUDING ANY AND ALL OSHA MANNER SUCH THAT,UPON COMPLETION,THE ENTIRE WORK WILL BE DELIVERED TO THE OWNER IN PROPER,WHOLE,AND UNBLEMISHED REQUIREMENTS,UNLESS CONTRACT DOCUMENTS GIVE OTHER SPECIFIC INSTRUCTIONS CONCERNING THESE MATTERS. CONDITION.ALL SUCH WORK SHALL BE COORDINATED WITH THE TENANTS REPRESENTATIVE.THE TENANTS ARCHITECT IS NOT RESPONSIBLE FOR A. ENVIRONMENTAL LIMITATIONS: r 13- JOB SITE SAFETY OR EXISTING CONDITIONS AT THE JOB SITE AND SINCE ALL WORK IS BY GENERAL CONTRACTOR FOR THE TENANT"FIT-OUT",THEIR 1. CONCRETE FLOOR FLATNESS RATING AT LEAST 40. 9. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,AND THE SUBCONTRACTORS FOR THE GENERAL REPRESENTATIVES WILL BE REQUIRED TO DO ALL SUPERVISION,OBSERVATIONS AND JOB SITE SAFETY. 2. CONCRETE FLOOR LEVELNESS RATING AT LEAST 30. CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK NOTED ON THESE PLANS.THIS INCLUDES COSTS FOR ALL 3. CONCRETE MUST BE CURED A MINIMUM OF 28 DAYS. . INSPECTIONS BY AUTHORITIES HAVING JURISDICTION,BUILDING DEPARTMENT AND HEALTH DEPARTMENT PERMIT COSTS,AND PERMIT COSTS FOR 1 39. THE STRUCTURAL SYSTEM OF THE BUILDING HAS BEEN DESIGNED TO CARRY A MAXIMUM LIVE LOAD AS SPECIFIED IN THE LANDLORD'S 4. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS OF SUBSTRATE TEMPERATURE,MOISTURE CONTENT,AMBIENT I- FIXTURING SUPPLIED BY TENANT(IF APPLICABLE). CRITERIA,AND THE LANDLORD'S OR TENANT'S GENERAL CONTRACTOR AND I OR THEIR SUBCONTRACTOR AND I OR ANY AND ALL MATERIAL SUPPLY TEMPERATURE,HUMIDITY,VENTILATION AND OTHER CONDITIONS AFFECTING PROCESS. HANDLERS SHALL NOT IMPOSE ANY LOADING FOR ANY OF THE TENANT'S WORK ON A TEMPORARY OR PERMANENT BASIS WHICH CAN EXCEED SUCH � �. O 15 t 10. ALL CLEARANCES OF PIPES AND DUCTWORK INSTALLED BY THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE SPECIFIED LOAD. PART 2-PRODUCTS 0 Q o+= TENANT,OR SUBCONTRACTORS MUST BE MAINTAINED FOR ADEQUATE HEIGHTS REQUIRED FOR CEILING SYSTEM AND LIGHT FIXTURES. 2.01 MATERIALS-CORMAXX,HIGH GLOSS DENSIFIER OR APPROVED EQUAL. cr) ai a 3 CONTRACTOR MUST REVIEW ENTIRE SET OF CONTRACT DOCUMENTS FOR CEILING HEIGHTS.GENERAL CONTRACTOR(OR DESIGNATED AUTHORIZED 40. ANY ALTERATIONS,ADDITIONS,DRILLING,WELDING OR OTHER ATTACHMENT OR REINFORCEMENTS TO LANDLORD'S STRUCTURE TO Q �-Z c CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE)TO REMOVE OR REPLACE AS REQUIRED ANY AND ALL EXISTING P.V.C.PIPING WITH LOCAL ACCOMMODATE TENANTS WORK SHALL NOT BE PERFORMED WITHOUT,IN EACH INSTANCE,GENERAL CONTRACTOR,WHETHER WORKING FOR THE A. EQUIPMENT: I_ o Y CODE ALLOWABLE MATERIALS THROUGHOUT LEASED PREMISES. LANDLORD OR THE TENANT,OBTAINING LANDLORD'S PRIOR WRITTEN APPROVAL,AND THIS CONTRACTOR SHALL LEAVE LANDLORD'S STRUCTURE AS 1. THREE HEADED PLANETARY FLOOR MACHINE WITH NINE ROTATING DISKS. ='`' N - STRONG AS,OR STRONGER THAN,THE ORIGINAL DESIGN AND WITH FINISHES UNIMPAIRED.ONLY UTILIZE LANDLORD'S DESIGNATED ROOFING 2. SINGLE HEAD PLANETARY FLOOR MACHINE WITH ROTATING DISKS. � o,o a� 11. ALL WORK TO BE COMPLETED FOLLOWING LANDLORD'S CONSTRUCTION"RULES AND REGULATIONS',IF APPLICABLE.THE GENERAL CONTRACTOR FOR ALL ROOF PENETRATIONS,FLASHING AND COUNTER FLASHING. 3. DIGGING MACHINE WITH TWO INDEPENDENT DIRECT DRIVE HEADS. c= o CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,IS RESPONSIBLE DURING THE BIDDING PROCEDURES,FOR CONTACTING 4. SINGLE DISK HAND EQUIPMENT WITH ATTACHMENT FOR CUTTING BLADES. � m v w THE LANDLORD'S REPRESENTATIVE FOR A COPY OF THESE"RULES AND REGULATIONS"AND TO INCLUDE ANY COSTS IN THE WORK QUOTED TO THE 41. SPRINKLER SYSTEM DESIGN AND/OR LAYOUT MODIFICATION,(IF APPLICABLE)TO BE PROVIDED BY THE DESIGNATED SPRINKLER 5. SPRAY APPLICATOR AND MICRO-FIBER APPLICATION PADS. °m-- LANDLORD. SUBCONTRACTOR AND ALL SUBMISSIONS TO THE FIRE MARSHALL AND BUILDING INSPECTOR FOR THE NECESSARY APPROVAL ARE THE 6. SELF-CONTAINED,28 6 INCH,AUTOMATIC FLOOR SCRUBBER. o(n RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR.GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,TO 7. VACUUM SYSTEM. 12. GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,AGREES THAT IN THE PERFORMANCE OF TENANTS WORK VERIFY WITH THE LANDLORD OR LANDLORD'S CRITERIA IF SPRINKLER CONTRACTOR IS TO BE LANDLORD'S APPROVED OR DESIGNATED m 6 AT THE PREMISES,ALL WORK SHALL BE PERFORMED IN A MANNER WHICH WILL NOT CREATE ANY WORK STOPPAGE,PICKETING,LABOR DISRUPTION CONTRACTOR.APPROVALS BY LANDLORD,LANDLORD'S INSURANCE UNDERWRITER AND THE BUILDING INSPECTOR AND FIRE MARSHALL WILL BE 3.01 SURFACE CONDITIONS I c•Q.,. co OR DISPUTE OR VIOLATE LANDLORD'S LABOR CONTRACTS AFFECTING THE BUILDING OR INTERFERE WITH THE BUSINESS OF LANDLORD.IN THE REQUIRED. - a EVENT OF THE OCCURRENCE OF ANY WORK STOPPAGE,PICKETING,LABOR DISRUPTION OR DISPUTE RESULTING FROM ACTIONS OR OMISSIONS OF A. EXAMINE SUBSTRATE FOR CONDITIONS AFFECTING POLISHING PROCESS. CORRECT CONDITIONS DETRIMENTAL TO PROCESS. CN a�_ GENERAL CONTRACTOR OR SUBCONTRACTORS OR ANY SUBTENANT OR CONCESSIONAIRE,OR THEIR RESPECTIVE EMPLOYEES,CONTRACTORS OR 42. THE MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO SUBMITTING A BID FOR THE WORK ON THIS PROJECT. B. VERIFY ALL MERCHANDISE,EQUIPMENT AND OTHER MATERIALS REMOVED FROM CONSTRUCTION AREA. -� m SUBCONTRACTORS,GENERAL CONTRACTOR SHALL,IMMEDIATELY UPON NOTICE FROM TENANT,CEASE THE CONDUCT GIVING RISE TO SUCH THE CONTRACTOR MUST BECOME FAMILIARIZED WITH THE FIELD CONDITIONS,AND THE SCOPE OF WORK.CONTRACTOR TO ENGINEER,FURNISH a o 0 CONDITION.THIS CLAUSE MUST BE PART OF ALL GENERAL CONTRACTOR/SUBCONTRACTOR AGREEMENTS AND IF SUCH CLAUSE IS NOT INCLUDED, AND INSTALL ANY/ALL REQUIRED FIRE ALARM,SMOKE EVACUATION,SMOKE DETECTION SYSTEMS,INCLUDING ANY/ALL PARTS AND LABOR(OR 3.02 POLISHING PROCESS co o 0 IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. MODIFY EXISTING AS REQUIRED),TO MEET LOCAL CODES,LANDLORD REQUIREMENTS AND FIRE MARSHAL SPECIFICATION,WHETHER SUCH WORK IS a)- OR IS NOT SHOWN IN THE CONSTRUCTION DOCUMENTS.IF A SMOKE EVACUATION AND/OR DETECTION SYSTEM OCCURS FOR THIS SPACE,IT SHALL A. START ANY OF THE FLOOR FINISH APPLICATIONS IN PRESENCE OF MANUFACTURER'S TECHNICAL REPRESENTATIVE. 'o N aa) 13. ALL CONTRACTORS,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL BE BONDED,LICENSED CONTRACTORS POSSESSING I I BE LEFT INTACT DURING CONSTRUCTION AND ANY NEW WORK,MODIFICATION AND REWIRING TO BE COMPLETED DURING CONSTRUCTION PHASE TO B. SEALING,HARDENING AND POLISHING OF CONCRETE SURFACE. I Q-o U) 46 GOOD LABOR RELATIONS AND MUST BE CAPABLE OF QUALITY WORKMANSHIP,IN HARMONY WITH OTHER CONTRACTORS WORKING ON THE POINT OF NEW PANELS.IF SMOKE DETECTORS ARE REQUIRED TO BE HARD WIRED TO LANDLORD FIRE ALARM SYSTEM,THEY ARE TO BE PER 1. CONCRETE MUST BE IN PLACE A MINIMUM OF 28 DAYS OR AS DIRECTED BY THE MANUFACTURER BEFORE APPLICATION CAN BEGIN. m� . PROJECT.THE TENANT IS TO BE NOTIFIED IN WRITING OF THE NAMES,ADDRESSES,DAYTIME PHONE,FAX,AND EMERGENCY PHONE NUMBERS OF LANDLORD'S SYSTEM.CONTRACTOR TO CONTACT LANDLORD OR APPROVED AGENTS FOR PURCHASE AND INSTALLATION OF DETECTORS AT G.C. 2. APPLICATION IS TO TAKE PLACE AT LEAST 10 DAYS PRIOR TO RACKING AND OTHER IN-STORE ACCESSORY INSTALLATION,THUS c o ALL SUBCONTRACTORS AND SUPPLIERS WORKING ON THIS PROJECT.GENERAL CONTRACTOR MUST ATTEST THAT NO PRODUCTS CONTAINING EXPENSE.G.C.AND/OR ITS FIRE ALARM SUBCONTRACTOR TO CONTACT LANDLORD FOR FINAL POINT OF CONNECTION TO LANDLORD'S FIRE ALARM PROVIDING A COMPLETE,UNINHIBITED CONCRETE SLAB FOR APPLICATION. E ASBESTOS OR HAZARDOUS MATERIAL WERE KNOWINGLY USED ON THIS PROJECT. JUNCTION BOX AND PERFORM WORK AT CONTRACTOR'S EXPENSE. 3. BROOM AND WET SCRUB FLOOR CLEAN. 42 ca L 4. GRIND FLOOR WITH 25 THROUGH 80 GRIT METAL BOND DIAMONDS TO REMOVE REMAINDER OF RESIDUE ADHESIVES AND EXISTING L_v)co 14. PRIOR TO COMMENCEMENT OF ANY WORK,THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL 43. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,WILL FURNISH AND INSTALL A COMPLETE SEALANTS. o CONTACT AND MEET WITH LANDLORD'S TENANT COORDINATOR AND TENANTS PROJECT MANAGEMENT REPRESENTATIVE FOR A PRE MECHANICAL SYSTEM TO INCLUDE BUT NOT BE LIMITED TO MECHANICAL EQUIPMENT,INSTALLED AND MOUNTED WITH DISCONNECT AND WIRING, 5. BROOM AND WET SCRUB FLOOR CLEAN. � = CONSTRUCTION MEETING,AT WHICH TIME,HE/SHE WILL PRESENT TO ALL PARTIES A LIST OF NAMES,ADDRESSES,BUSINESS PHONE,FAX AND HANGERS AND DUNNAGE FOR SAME(INCLUDING THE HIRING OF A LOCAL STRUCTURAL ENGINEER TO DESIGN SUCH DUNNAGE HANGERS), 6. GRIND FLOOR WITH 100 GRIT SEMI-METAL BOND DIAMONDS. o EMERGENCY TELEPHONE NUMBERS OF THE SUBCONTRACTORS FOR THIS PROJECT.THE GENERAL CONTRACTOR WILL COMPLETE THE CHECKLIST DUCTWORK,COLLARS,DIFFUSERS,REGISTERS,CONTROLS,TIME CLOCKS,ETC..,WHETHER OR NOT SUCH WORK IS OR IS NOT SHOWN OR 7. BROOM AND WET SCRUB FLOOR CLEAN. _u) N FORM(CONTRACTOR INFORMATION FORM)REQUIRED FOR EACH TENANTS SPACE THAT CONTRACTOR WILL BE WORKING ON AS REQUIRED UNDER DELINEATED IN THE CONTRACT DOCUMENTS.GENERAL CONTRACTORS MECHANICAL CONTRACTOR(S)ARE REQUIRED TO COORDINATE WITH ALL 8. APPLY CORMAXX OR APPROVED EQUAL WITH PUMP SPRAYER. O cn LEASE OBLIGATION.THE CHECKLIST FORM INCLUDING SCHEDULE INFORMATION AS WELL AS GENERAL CONTRACTOR AND SUBCONTRACTORS OTHER CONTRACTORS ON JOB TO MAINTAIN TENANTS CEILING HEIGHT,LIGHT FIXTURE LOCATION,SPRINKLER BRANCH LINES,ETC.. 9. WORK SURFACE WITH MICRO-FIBER PADS.ALLOW TO DRY. := c INFORMATION IS TO BE SUBMITTED TO THE LANDLORD'S REPRESENTATIVE UPON ARRIVAL AT THE JOB SITE. 10. GRIND FLOOR WITH 200 GRIT RESIN BOND DIAMONDS. 0 E ai 44. ALL GYPSUM BOARD TO BE APPLIED VERTICALLY ON WALLS UNLESS OTHERWISE NOTED.ALL GYPSUM WALL BOARD TO BE FIRE RESISTANT 11. BROOM AND WET SCRUB FLOOR CLEAN. N 2 15. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL HAVE AT ALL TIMES,AT THE PREMISES, AND NONCOMBUSTIBLE AS SPECIFIED BY LOCAL CODES. 12. POLISH FLOOR WITH 400 GRIT RESIN BOND DIAMONDS. St n t LANDLORD APPROVED CONTRACT DOCUMENTS,BUILDING DEPARTMENT AND HEALTH DEPARTMENT(IF APPLICABLE)APPROVED PERMIT DRAWINGS. 13. BROOM AND WET SCRUB FLOOR CLEAN. Q s 45. ALL METAL FRAMING,GYPSUM BOARD,PARTITIONS,SOFFITS AND FACADES BY THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE 14. POLISH FLOOR WITH 800 GRIT RESIN BOND DIAMONDS. Q- c 16. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,IS TO ARRANGE WITH THE LANDLORD FOR THE LANDLORD OR THE TENANT,UNLESS OTHERWISE NOTED. 15. BROOM AND WET SCRUB FLOOR CLEAN. v I- o I BUILDING,WHERE BUILDING EQUIPMENT AND MATERIALS ARE TO BE LOCATED AND HOW TRUCK TRAFFIC IS TO BE ROUTED TO AND FROM THE 16. APPLY INSPIRE-GUARD(OR APPROVED EQUAL)HIGH GLOSS DENSIFIER WITH PUMP SPRAYER. c A Q BUILDING. 46. ALL GYPSUM BOARD TO BE FIRE TAPED AND SPACKLED THREE(3)COATS,SANDED AND READY TO RECEIVE PAINT OR WALL COVERING.ALL 17. WORK INSPIRE-GUARD(OR APPROVED EQUAL)INTO FLOOR SURFACE WITH MICRO-FIBER APPLICATION PAD;ALLOW IT TO PENETRATE -_.r EXISTING GYPSUM BOARD TO BE REPAIRED TO"LIKE NEW'CONDITION. FOR MINIMUM OF 20 MINUTES. •°�c 17. AN APPROVAL BY THE TENANT WILL ONLY BE VALID IF IN WRITING AND SIGNED BY THE TENANT OR BY THE TENANTS DESIGNATED 18. FINISH TO A MINIMUM 40 GLOSS LEVEL POLISH WITH 800 GRIT RESIN BOND DIAMOND. aoi fly'..voi REPRESENTATIVE FOR SUCH PURPOSE.THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,WILL BE 47. ALL DOORS,METAL BUCKS,TRIMMED OPENINGS AND HARDWARE,INCLUDING LOCKS,TO BE PROVIDED BY THE GENERAL CONTRACTOR, :t! 0 a RESPONSIBLE FOR OBTAINING APPROVAL FROM TENANTS ARCHITECT ON ALL STRUCTURAL CHANGES DURING THE COURSE OF THE CONSTRUCTION WHETHER WORKING FOR THE LANDLORD OR THE TENANT,UNLESS OTHERWISE NOTED. 3.03 WORKMANSHIP AND CLEANING L � ' <.c ca PHASE OF PROJECT,AS WELL AS VERIFICATION OF CORRECT INSTALLATION AND SPECIFICATION FOR MISCELLANEOUS STEEL FOR MECHANICAL Q.o� QD SYSTEMS,STEEL FOR MEZZANINES(IF APPLICABLE),DUCTS,ETC.THE LANDLORD'S ARCHITECT AND THE LANDLORD ARE NOT INVOLVED NOR WILL 48. ALL SWITCH/OUTLET PLATES/COVERS TO BE FINISHED IN SAME COLOR/WALL COVERING AS ADJACENT WALL FINISHES,UNLESS NOTED A. PREMISES SHALL BE KEPT CLEAN AND FREE OF DEBRIS AT ALL TIMES. p 3-L THEY TAKE ANY RESPONSIBILITY FOR TENANT'S STRUCTURE.ANY STRUCTURAL WORK ON PROJECT TO INCLUDE BUT NOT BE LIMITED TO OTHERWISE.FACTORY PAINTED GRILLES,DIFFUSERS,METAL TRIM(BUCKS,ETC..),ACCESSORIES,SWITCH AND OUTLET PLATES,ETC..,ARE TO BE B. REMOVE DEBRIS CREATED FROM POLISHING FROM JOB SITE. Q c 3 MECHANICAL EQUIPMENT SUPPORTS,HANGING SYSTEMS,CONCRETE SLABS,COSTS,ETC. PAINTED TO MATCH ADJACENT SURFACE IN AN ENAMEL,CLEANABLE FINISH,OR AS SPECIFIED ON THE CONTRACT DOCUMENTS. >," `' 0 3.04 PROTECTION a=.Q 18. ALL FINISH AND EXPOSED WOOD SHALL BE KILN DRIED,MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT COATING OR. 49. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,IS RESPONSIBLE TO CUT AND FRAME ALL OPENINGS 2.0)cn TREATMENT IF REQUIRED BY CODE OR THE LOCAL FIRE MARSHALL.NO WOOD OR COMBUSTIBLE MATERIAL SHALL BE USED ABOVE THE SUSPENDED FOR OTHER TRADES,SUCH AS MECHANICAL,SPRINKLER,PLUMBING,ELECTRICAL,FIXTURE CONTRACTOR,THROUGH PARTITIONS AND STRUCTURAL A. PROTECT FINISHED WORK UNTIL FULLY CURED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION. >_ CL Q CEILING UNLESS NONCOMBUSTIBLE LUMBER IS USED AND IS SPECIFICALLY ALLOWED BY APPLICABLE BUILDING CODES,THE FIRE MARSHALL AND WALLS.ALL PENETRATIONS THROUGH RATED WALLS,WITH DUCTS OR PIPING,TO BE FILLED AT OPENING WITH"FIRE STOPPING'MATERIALS TO Q o o p ALL AGENCIES HAVING JURISDICTION.IF FIRE TREATED WOOD IS REQUIRED FOR FIXTURING ITEMS,THE GENERAL CONTRACTOR,WHETHER MAINTAIN THE INTEGRITY OF THE SPECIFIED RATING OF THE WALL. � fl'm Q WORKING FOR THE LANDLORD OR THE TENANT,IS RESPONSIBLE FOR EXECUTING THIS WORK AS PER BUILDING OFFICIALS'REQUIREMENTS. _ 3 (o 50. ALL WORK THAT NEEDS TO BE COMPLETED BY THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT, 65. FIRE EXTINGUISHERS SHALL BE LOCATED AT THE DIRECTION OF THE FIRE DEPARTMENT,PROVIDED&INSTALLED BY HFT GENERAL �3 19. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL FURNISH AND INSTALL,AS REQUIRED, BELOW OR ABOVE THE PREMISES MAY HAVE TO BE DONE IN OTHER TENANTS DEMISED PREMISES AND SUCH WORK NEEDS TO BE DONE IN CONTRACTOR. BEGINNING WITH THE CONSTRUCTION PHASE,HAND OPERATED FIRE EXTINGUISHERS,U.L.RATED,AS PER LOCAL CODE REQUIREMENTS: COORDINATION WITH THE TENANTS BELOW,OR ABOVE,INCLUDING ANY OVERTIME WORK OR PAYMENT FOR SECURITY THAT MAY BE NECESSARY. 66. AT THE TIME OF SUBMITTING A BID,THE GENERAL CONTRACTOR IS TO HAVE CONFIRMED ALL FIELD MEASUREMENTS AND HAVE REVIEWED = 'Z O ai PLACEMENT AS APPROVED BY TENANT AND LOCAL BUILDING OFFICIAL. THE COST FOR THIS WORK,INCLUDING OVERTIME,MUST BE INCORPORATED IN THE BASE BID. ALL FIELD CONDITIONS. V o 20. ALL CEILINGS SHALL BE UNDERWRITERS APPROVED AND OF THE NON COMBUSTIBLE TYPE.SEE CEILING SPECIFICATION WITHIN THE 51. THE CONSTRUCTION DRAWINGS LISTED IN THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON THE BEST INFORMATION o �.o CONTRACT DOCUMENTS. AVAILABLE TO TENANT DURING PREPARATION OF THE CONTRACT DOCUMENTS.IN THE EVENT THAT PROBLEMS ARISE DURING THE COURSE OF THE 67. G.C.SHALL VERIFY ALL RELEVANT DIMENSIONS,ELEVATIONS,ANGLES,AND EXISTING CONDITIONS BEFORE PROCEEDING WITH THE V- *. O AFFECTED WORK AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. ALL DISCREPANCIES SHALL BE RESOLVED PRIOR TO afli= WD PROJECT,DUE TO UNKNOWN SITE CONDITIONS OR CODE AND LANDLORD REQUIREMENTS(IF ANY)THAT CONFLICT WITH THE CONTRACT CONTRACTOR PROCEEDING WITH AFFECTED WORK. V E 21- 21. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL BE RESPONSIBLE FOR DAILY REMOVAL,OR AS DOCUMENTS,THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL INFORM THE TENANTS ARCHITECT Q ` w a REQUIRED BY LANDLORD,OF TRASH,RUBBISH AND SURPLUS MATERIALS RESULTING FROM CONSTRUCTION.THE CONTRACTORS AND I IMMEDIATELY.ANY CHANGES THAT WILL BE REQUIRED,WILL BE DELINEATED BY TENANT ARCHITECT. '05 SUBCONTRACTORS PARTICIPATING IN THE PERFORMANCE OF TENANTS WORK SHALL REMOVE AND DISPOSE OF,AT LEAST ONCE A WEEK AND MORE 68. THE CONTRACT WORK SHALL INCLUDE FURNISHING ALL MATERIALS,EQUIPMENT,TOOLS,LABOR AND SERVICES NECESSARY FOR > � FREQUENTLY AS TENANT MAY DIRECT,ALL DEBRIS AND RUBBISH CAUSED BY OR RESULTING FROM THE PERFORMANCE OF TENANTS WORK AND, 52. QUALITY STANDARDS:ALL SUCH WORK SHALL BE PERFORMED IN A FIRST-CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD AND COMPLETION OF THE PROJECT. > �c o UPON COMPLETION THEREOF,REMOVE ALL TEMPORARY STRUCTURES,SURPLUS MATERIALS,DEBRIS AND RUBBISH OF WHATEVER KIND REMAINING USABLE CONDITION AT THE DATE OF COMPLETION THEREOF.GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT, (n aa) E c: IN THE BUILDING WHICH HAD BEEN BROUGHT IN OR CREATED BY THE CONTRACTOR AND SUBCONTRACTORS IN THE PERFORMANCE OF TENANTS SHALL REQUIRE ANY PERSON PERFORMING ANY SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND ALL DEFECTS IN 69. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS HAVING JURISDICTION WHETHER OR NOT SUCH E E o WORK.THIS CONTRACTOR MUST MAINTAIN A CLEAR PATH OF EGRESS FROM THE PREMISES FREE FROM TRASH AND RUBBISH AT ALL TIMES.ALL WORKMANSHIP AND MATERIALS FOR ONE(1)YEAR FROM THE DATE OF ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.TENANT SHALL ALSO WORK IS SPECIFICALLY SHOWN ON THESE DRAWINGS,INCLUDING ALL SEISMIC REQUIREMENTS. THE GENERAL CONTRACTOR SHALL (D 0 v m REMOVAL OF CONSTRUCTION DEBRIS TO AN APPROVED DUMPING SITE TO BE INCLUDED IN THE GENERAL CONTRACTOR'S WORK. REQUIRE ANY SUCH PERSON TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITHOUT ADDITIONAL CHARGE,OF ANY AND ALL WORK DONE PROCURE AND PAY FOR ALL NECESSARY BUILDING PERMITS AND SHALL BE REIMBURSED FOR GENERAL BUILDING PERMIT COSTS BY OWNER. M -a= E OR FURNISHED BY OR THROUGH SUCH PERSON,WHICH SHALL BECOME DEFECTIVE WITHIN ONE(1)YEAR AFTER COMPLETION OF THE WORK.THE BUSINESS LICENSE COSTS ARE NOT REIMBURSABLE. �' cmn coy 22. ALL EXITS SHALL BE UNOBSTRUCTED AT ALL TIMES DURING CONSTRUCTION AND OCCUPANCY. CORRECTION OF SUCH WORK SHALL INCLUDE,WITHOUT ADDITIONAL CHARGE,ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, r � fl L REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR DISTURBED THEREBY.ALL WARRANTIES OR GUARANTEES AS I_ ca o 23. THE GENERAL CONTRACTOR, 70. THE GENERAL CONTRACTOR SHALL 8E RESPONSIBLE FOR FOR THE QUALITY OF WORKMANSHIP AND FOR COMPLIANCE WITH THE DESIGN. � WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL FURNISH AND PAY FOR ALL TEMPORARY TO MATERIALS OR WORKMANSHIP ON OR WITH RESPECT TO TENANTS WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH L UTILITY SERVICES DURING THE COURSE OF CONSTRUCTION. SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD AND TENANT,AS THEIR RESPECTIVE INTERESTS APPEAR AND CAN BE DIRECTLY ENFORCED BY THE GENERAL CONTRACTOR SHALL CORRECT ALL ERRORS AND DEVIATIONS AS REQUESTED BY THE OWNER. EITHER.GENERAL CONTRACTOR TO HAVE THIS CLAUSE IN EVERY SUBCONTRACTOR AGREEMENT FOR THE PROJECT AND IF SUCH CLAUSE IS NOT 71. THE GENERAL CONTRACTOR SHALL CONTACT THE OWNER/HFT IMMEDIATELY IF THEY ENCOUNTER ANY HAZARDOUS MATERIALS 24. EACH CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,AND SUBCONTRACTOR PARTICIPATING IN THE PERFORMANCE INCLUDED,IT WILL NOT RELIEVE THE GENERAL CONTRACTOR OF THE REQUIREMENTS OR WORK STATED HEREIN. REVISIONS OF TENANTS WORK SHALL(A)MAKE APPROPRIATE ARRANGEMENTS WITH LANDLORD FOR TEMPORARY UTILITY CONNECTIONS INCLUDING WATER AND ELECTRICITY,AS AVAILABLE WITHIN THE BUILDING,WHICH CONNECTIONS SHALL BE AT SUCH LOCATIONS AS SHALL BE DETERMINED BY 53. TENANTS WORK SHALL BE COORDINATED WITH THAT OF LANDLORD AND OTHER TENANTS IN THE BUILDING TO SUCH EXTENT THAT TENANTS 72. THE G.C.SHALL ESTABLISH CONTROL LINES 2'-0"O.C.FROM ALL COLUMNS.LINES TO BE PERMANENT AND REESTABLISHED DURING LANDLORD,(B)PAY THE COST OF THE CONNECTIONS AND OF PROPER MAINTENANCE AND REMOVAL OF SAME,AND(C)PAY ALL UTILITY CHARGES WORK WILL NOT INTERFERE WITH OR DELAY COMPLETION OF OTHER CONSTRUCTION WORK IN THE BUILDING. CONSTRUCTION AS NEEDED. INCURRED AT THE PREVAILING RATES OF THE UTILITY COMPANY PROVIDING SUCH SERVICE TO THE BUILDING,DURING THE COURSE OF CONSTRUCTION UP TO AND INCLUDING THE DATE OF"TURN OVER"TO THE TENANT. 54. CONTRACTOR IS TO VERIFY THAT THIS SPACE IS ASBESTOS FREE.NO ASBESTOS WORK IS TO BE COMPLETED BY THIS CONTRACTOR UNLESS 73. EXACT LOCATIONS OF PIPING,DUCTWORK,CONDUIT AND FIXTURES SHALL BE COORDINATED BETWEEN CONTRACTORS AND . SPECIFICALLY NOTED IN THESE CONTRACT DOCUMENTS.IF ASBESTOS IS UNCOVERED,NOTIFY THE TENANT'S REPRESENTATIVE IMMEDIATELY AND SUBCONTRACTORS TO AVOID INTERFERENCE. 25. IT IS THE GENERAL CONTRACTOR'S REQUIREMENT,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,THROUGH ITS STOP ALL WORK.LANDLORD IS RESPONSIBLE FOR ALL ASBESTOS TESTING,FILING AND REMOVAL. SUBCONTRACTORS,TO RECONFIGURE AND BRING IN NEW UTILITY SERVICES AS REQUIRED,TO MEET THE NEEDS OF THESE SPECIFIC CONTRACT 74. ALL SPRINKLER HEADS SHOWN ARE CONCEPTUAL ONLY.GENERAL CONTRACTOR TO HIRE A LICENSED SPRINKLER CONTRACTOR TO DESIGN DOCUMENTS. 55. UPON COMPLETION OF ALL CONSTRUCTION AND PRIOR TO TURNOVER OF THE SPACE,THE GENERAL CONTRACTOR,WHETHER WORKING FOR AND INSTALL/MODIFY SPRINKLER SYSTEM. HEAD REPLACEMENT TO MEET ALL LOCAL AND NATIONAL CODES INCLUDING NFPA-13. THE LANDLORD OR THE TENANT,IS RESPONSIBLE FOR HAVING THE SPACE CLEANED.ANY CLEANING WHICH IS NOT DONE AT THE TIME OF 26. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,AND ALL SUBCONTRACTORS WORKING ON THIS TURNOVER AND NEEDS TO BE DONE BY THE TENANT,WILL BE BACK CHARGED TO THE GENERAL CONTRACTOR. 75. AFTER COMPLETION OF THE WORK PARTS OF THE BUILDING SHALL BE CLEANED WHERE EVER SUCH CLEANING IS REQUIRED INCLUDING PROJECT ARE RESPONSIBLE FOR CONTACTING THE PUBLIC UTILITY COMPANIES SUPPLYING UTILITIES TO THE AREA WHERE THE PROJECT IS W LOCATED,IN ORDER TO VERIFY LOCATIONS OF UTILITIES,UNDERGROUND OR OVERHEAD,AND SECURE THE PROPER PROCEDURES WHILE WORKING 56. ALL OF THE SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF WORK/SERVICES TO CONTACT THE LOCAL BUILDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. THE GENERAL CONTRACTOR SHALL REMOVE FROM THE PREMISES TRASH, a ADJACENT TO,ABOVE OR NEAR SUCH UTILITIES TO AVOID ANY PROBLEMS WITH EXPLOSIONS,DISCONNECTION,REMOVALS,ETC. DEPARTMENT/AGENCY TO DISCUSS CODE ISSUES/IDIOSYNCRASIES REGARDING THEIR SERVICES AND THE QUOTE ASSOCIATED WITH THE SERVICES RUBBISH,TOOLS,EQUIPMENT AND EXCESS MATERIALS. THE BUILDING IS TO BE LEFT IN PERFECTLY CLEAN CONDITION. TO THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,FOR THIS PROJECT. THIS CONTRACTOR TO BE FAMILIAR 27. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,SHALL APPLY FOR ALL UTILITY METERS AND NOTIFY WITH THE SITE WHERE SUCH SERVICES/WORK WILL BE PERFORMED,THIS SPECIFIC USE AND THE IDIOSYNCRASIES ASSOCIATED WITH THE LIFE, 76. ALL ELECTRICAL WORK SHALL CONFORM TO LOCAL CODES,THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE,&NFPA 72. THE UTILITY COMPANY OF THE NAME,ADDRESS AND PHONE NUMBERS OF THE TENANT FOR PERMANENT SERVICES.TENANTS G.C.UNLESS SAFETY AND HEALTH ASSOCIATED WITH THIS WORK AND TO INDICATE ON THE QUOTE ANY ITEMS REQUIRED THAT ARE NOT NECESSARILY SHOWN III OTHERWISE NOTED SHALL BRING IN ALL ADDITIONAL SERVICES,ADEQUATE FOR TENANT'S NEEDS AS REQUIRED,INCLUDING,BUT NOT LIMITED TO ON THE DRAWINGSISPECIFICATIONS. 77. EACH CONTRACTOR SHALL COORDINATE ARCHITECTURAL DRAWINGS WITH THE PLUMBING,MECHANICAL AND ELECTRICAL DRAWINGS AND Q ELECTRIC,SPRINKLER,SOIL(WASTE),AND DOMESTIC WATER LINES(WHEN APPLICABLE). ALL SPECIFICATIONS BEFORE PROCEEDING WITH THE WORK AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS a 57. CONSTRUCTION SHOWN TO REMAIN AS EXISTING SHALL BE REPAIRED,IF NECESSARY,IN A MANNER THAT WILL BE CONSISTENT WITH THE IMMEDIATELY. ALL DISCREPANCIES SHALL BE RESOLVED PRIOR TO THE CONTRACTOR PROCEEDING WITH AFFECTED WORK. 28. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,AND/OR ITS ELECTRICAL SUBCONTRACTOR SHALL NEW CONSTRUCTION,AND PAINTED TO MATCH THE OVERALL COLOR SCHEME,UNLESS OTHERWISE NOTED. . VERIFY ALL EQUIPMENT SPECIFICATIONS AND REQUIREMENTS WITH THE TENANT OR THE TENANTS CONSTRUCTION REPRESENTATIVE PRIOR TO 78. ALL ADDITIONAL MATERIALS,EQUIPMENT,LABOR,ETC.NOT SHOWN BUT REQUIRED FOR PROPER COMPLETION OF PROJECT SHALL BE START OF CONSTRUCTION.THIS CONTRACTOR TO VERIFY AMPERAGE/VOLTAGE SPECIFICATIONS,WIRING SIZES AND REQUIREMENTS(SERVICE 58. THE CONSTRUCTION SITE SHALL BE CLEANED AND TRASH REMOVED DAILY. PROVIDED BY THE CONTRACTOR. AND PANEL SPECIFICATION)WITH THE EQUIPMENT SUPPLIERS. 59. ALL FINISHES TO BE AS NOTED AND SHALL NOT HAVE SMOKE DEVELOPED RATINGS GREATER THAN 450. 29. ALL PLUMBING AND ELECTRICAL ROUGH-IN TO BE NEW AND ELECTRICAL SERVICE CONDUIT AND WIRE TO THE DEMISED PREMISES TO BE 79. EXIST.PORTIONS OF THE BUILDING SHALL COMPLY WITH PROVISIONS OF EXISTING OCCUPANCIES,AS PER SET FORTH IN NFPA 101 LIFE EXTENDED TO THE POINT OF NEW PANELS BY THE CONTRACTOR AS NECESSARY IS SHOWN ON CONTRACT DOCUMENTS.GENERAL CONTRACTOR, 60. INTERIOR FINISHES OF WALLS AND CEILINGS IN ALL ROOMS OR ENCLOSED SPACES SHALL HAVE A CLASS C FLAME SPREAD INDEX 76-200; SAFETY CODE I GENErv-XL A I NOTES WHETHER WORKING FOR THE LANDLORD OR THE TENANT,TO FIELD VERIFY THAT THESE UTILITY LINES ARE AT OR ADJACENT TO TENANT'S SPACE SMOKE DEVELOPED INDEX 0-450. INTERIOR FINISHES OF EXIT ENCLOSURES AND EXIT PASSAGEWAYS SHALL HAVE A CLASS B FLAME SPREAD AS NOTED AND AT THE SIZE SPECIFIED,BASED ON GENERAL CONTRACTOR'S OR SUBCONTRACTOR'S PRE-BID REVIEW OF PREMISES.IF THE UTILITIES INDEX 26-75;SMOKE DEVELOPED INDEX 0-450. ASTM E 84. IFC TABLE 803.3. 80. GENERAL CONTRACTOR SHALL DISTRIBUTE ALL NECESSARY DRAWINGS COPIES OF CONSTRUCTION DOCUMENTS FOR REVISIONS ARE NOT IN LOCATIONS AS NOTED ON THE CONTRACT DOCUMENTS OR OF A SIZE LARGER OR SMALLER THAN NOTED,THIS CONTRACTOR IS TO I AND/OR DISTRIBUTION TO PARTIES DURING CONSTRUCTION PHASE AT NO ADDITIONAL COST TO THE OWNER. MODIFY THE SERVICE ACCORDINGLY WITH EITHER NEW CONDUIT AND I OR NEW COPPER SERVICE WIRE EXTENDING BACK TO LANDLORD'S 61. MATERIALS USED AS INTERIOR TRIM SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE DEVELOPED INDEX AND SHALL COMPLY ELECTRICAL/METER ROOM SERVICE POINT,AND INCLUDE SUCH COSTS IN THE BID TO THE TENANT. WITH ASTM E 84. COMBUSTIBLE TRIM SHALL NOT EXCEED 10%OF THE AGGREGATE WALL OR CLG.ARE IN WHICH IT IS LOCATED. IFC 804 81. GENERAL CONTRACTOR IS TO PROVIDE A SCHEDULE AND PROJECT CALENDAR TO HFT PROJECT MANAGER TO SHARE WITH OTHER VENDORS (E.G.-FIXTURE SUPPLIER,FLOORING SUPPLIER/INSTALLER,SIGNAGE MANUFACTURER,LIGHTING SUPPLIER AND MISCELLANEOUS LOW DATE 04/12I13 30. THE ELECTRICAL SUBCONTRACTOR IS TO PROVIDE A CIRCUIT DIRECTORY WITH PROPER PHASING AND BALANCING,WHICH IS TO CONFORM 62. INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 286 TESTING MEASURES. INTERIOR FLOOR FINISHES SHALL COMPLY WITH VOLTAGE INSTALLERS). TO THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND UNDERWRITER'S CODE.THE SIGN(S)JUNCTION BOX PERMIT IS TO BE INCLUDED IN NFPA 253 WITH A CLASS 2 CRITICAL RADIANT FLUX>0.22 WATTS/CM2. FLOOR FINISHES IN EXIT 1 ACCESS CORRIDORS SHALL BE CLASS 1 .. THE WORK FOR THE ELECTRICAL SUBCONTRACTOR AND THE BOX IS TO BE SUPPLIED BY THIS CONTRACTOR AND PROPERLY LABELED. CRITICAL RADIANT FLUX>0.45 WATTS/CM2. 82. GENERAL CONTRACTOR TO FURNISH THE HFT REP.WITH AS-BUILT DRAWINGS UPON COMPLETION OF PROJECT. JOB NO. 13040 31. THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT,IS TO PROVIDE SHOP DRAWINGS OF ALL MILLWORK 63. INTERIOR FINISH MATERIALS SHALL BE APPLIED SO THAT THEY WILL NOT BECOME READILY DETACHED WHERE SUBJECTED TO 200 DEGREES 83. UPON COMPLETION OF CONSTRUCTION,GENERAL CONTRACTOR TO SUBMIT RECORD DRAWINGS OF THE PREMISES TO LANDLORD.THIS AND FIXTURES,PRIOR TO START OF CONSTRUCTION,FOR APPROVAL BY THE TENANT'S ARCHITECT. F.FOR NOT LESS THAN 30 MINUTES. IFC 803.2. SUBMITTAL SHALL ALSO INCLUDE TEST AND BALANCE REPORTS WITH THE HFT ARCHITECT/ENGINEER OF RECORD APPROVAL. 32. ALL EQUIPMENT,MILLWORK AND FIXTURES SUPPLIED BY THE TENANT TO BE UNLOADED,ASSEMBLED AND INSTALLED BY THE GENERAL CONTRACTOR,WHETHER WORKING FOR THE LANDLORD OR THE TENANT. 84. THE REQUIRED FLAME SPREAD OR SMOKE DEVELOPED INDEX OF SURFACES IN EXISTING BUILDINGS MAY BE ACHIEVED SY APPLICATION OF 84. SIGNAGE PERMITTING DRAWINGS TO BE SUBMITTED SEPARATELY. ALL SIGNAGE TO COMPLY WITH LANDLORD TENANT CRITERIA AND APPROVED FIRE RETARDANT COATINGS AND SHALL COMPLY WIHT NFPA 703. IFC 803.4. STATE/LOCAL CODES. COORDINATE WITH SIGNAGE VENDOR FOR ANY SPECIFIC CRITERIA TO BE USED. I s SHEET NO. FLOOR PLAN NOTES 1. REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION C' o a J. 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO �� c n SUBMITTING PROPOSALS AND COMMENCING WORK. �+ 8 3. HFT GENERAL CONTRACTOR IS TO PROVIDE FULL TIME SUPERVISION OF PROJECT. NOTIFY HFT a PROJECT MANAGER OF TYPICAL WORK HOURS. 4. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND TIMING OF ALL HFT VENDOR INSTALLATIONS. COORDINATE WITH HFT PROJECT MANAGER FOR LIST AND MILESTONE TIMING. ' i� 1 ® O 5. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR UNLOADING AND HANDLING ALL OWNER 331 SUPPLIED MATERIAL AND DISPOSAL OF ALL PACKING MATERIALS AT THE JOB SITE. t�d- 6. HFT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY AND FIT OF ALL MATERIALS, LOCATION OF EXISTING FIRE INCLUDING,BUT NOT LIMITED TO,ALL REFURBISHED MATERIALS. ALL REFURBISHED MATERIALS = �' RISER TO REMAIN. U TO APPEAR NEW. 307 332 7. HFT GENERAL CONTRACTOR TO COORDINATE WITH HFT'S FIXTURE MANUFACTURE TO ENSURE L0 TYP.OF 2 FINISHES TO MATCH. r 8. IF THE CONTRACTOR CONSIDERS ANY SURFACE UNSUITABLE FOR A PROPER FINISH,HE SHALL = O I '�� o NOTIFY HFT AND ARCHITECT OF THE CONDITION AND NOT COMMENCE WORK UNTIL DIRECTED BY = o v 304 I ,' / / / 322U---<3�06 311 310 HFT OR ARCHITECT. O N 0 Np. o 0 0 0 0 0 0 9. HFT GENERAL CONTRACTOR TO NOTIFY OWNER OF ANY DAMAGES/SHORTAGES WITHIN 48 HOURS U ° 'a a a I 14'-91/2" 3'-6" 14'-01/2" 3'-0" 3'-6" 3'-6" 3'-0" 3'-6" OF RECEIPT OR BEAR RESPONSIBILITY FOR REPLACEMENT OF SUCH. -� 4.4 I 10. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PUBLISHED INSTALLATION J v ° ,< 4,: I C323>-/ SPECIFICATIONS AND PROCEDURES OF THE MANUFACTURER OF THE MATERIAL USED. cc s' ° ° TYP.OF 8 11. PROTECT OTHER WORK AND MERCHANDISE AS REQUIRED TO PREVENT ANY DAMAGE. °a:.. a. a :°- . I RECEIVING AREA 12. PROVIDE A CLEAN SMOOTH CONCRETE SURFACE FOR PROPER INSTALLATION OF ALL FLOORa Lo rcu .B °- •° -4--. ' °� - L 12 I 105 FINISHES. - - - 4° a O I 309 13. APPLICATIONS OF PAINT SHALL BE ONE COAT PRIMER AND TWO COATS PAINT(U.N.O.). PRIMER - >c� '.a - SHALL BE SPECIFIED OR RECOMMENDED BY PAINT MANUFACTURER. d a 331 , °' . a.: I 14. ALL WOOD DOORS AND WOOD TRIM SHALL BE PAINTED P-2. ALL H.M.DOORS AND H.M.FRAMES _ J-0 -SHALL BE PAINTED P-4. - C CN 309 SALES 15. ALL ADHESIVES TO BE SUPPLIED BY HFT GENERAL CONTRACTOR. THE TYPE TO BE USED AS " I RECOMMENDED BY WALL COVERING MANUFACTURER SELECTED FOR THE TYPE OF INSTALLATION. o O °d °.' Q a Q 4� REPLENISHMENT r 16.GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT ALL WALL COVERING FOR QUALITY p a 317 104 _ H AND DEFECTS PRIOR TO INSTALLATION. I` v - M � 17. ALL SURFACES TO RECEIVE FABRIC OR WALL COVERING AS SELECTED SHALL BE PROPERLY `-�" 330 333 I PREPARED AND SIZED AS RECOMMENDED BY WALL COVERING MANUFACTURER SELECTED FOR 41-6" INSTALLATION. CONTRACTOR SHALL NOTIFY HFT OF ANY SURFACE NOT SUITABLE ........___..._............___......._-_.-_ .._._. ....-......_-_.._....._..._-.._...... _._.-.. ._....._....._.._..... _..._-.._-.--__.G 8 FOR OPER APPLICATION OF WALL COVE NOT NIS `o_ THE E OF PR RING. DON APPLY ANY MATERIAL UNTIL SITUATION RESOLVED. ar ' 309 18. HFT GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF BLOCKING FOR ALL WALL 0 ¢ o AND CEILING SUPPORTED ITEMS IN STORE. REVIEW ITEMS THOROUGHLY. COORDINATE WITH �-� VENDOR AS NECESSARY. ® ` cu o I 19. HFT GENERAL CONTRACTOR TO ENSURE TIGHT,SECURE,AND PROPER FASTENING OF ALL Q o STANDARDS TO METAL STUDS. O 309 N 20.THE MOUNTING HEIGHTS OF ALL HARDWARE SHALL COMPLY WITH NBHA"RECOMMENDED °N LOCATIONS FOR BUILDERS HARDWARE"AND/OR THE LATEST REQUIREMENTS OF THE A.D.A. I- REGULATIONS,OR CABO/ANSI STANDARDS WHICHEVER APPLICATION IS MORE STRINGENT FOR ITS `L° a� 16-71/2 USE. 21. ALL DIMENSIONS ARE FROM FACE OF GYP.BD.U.N.O. a 22. ALL INTERIOR DOORS ARE 6"OFF WALL U.N.O. .�a ---- ----. --'.._-- -- - 23. ALL EXPOSED WALLS TO UNDERSIDE OF STRUCTURE SHALL BE BUILT TIGHTLY AROUND o a O STRUCTURE,PIPING,ETC. co `m O1U _.._. __._ __.._. ._. __ -- _ . _.._.- t5 O U I 300 SERIES FLOOR PLAN KEY-NOTES - BREAK ROOM ° N 106 I ° N o s ,..• O I 301. LOCATION OF LEASE LINE LOCATED @ CENTER LINE OF DEMISING WALL). c 302. EXISTING STEEL COLUMN TO REMAIN. PREP AND PAINT(P-2) L 303. EXISTING STOREFRONT SYSTEM TO REMAIN. ,L " I � 304. EXISTING ASPHALT AND/OR CONCRETE PAVEMENT TO REMAIN. � � c 305. EXISTING CONCRETE SIDEWALK TO REMAIN. .V N I M S I 306. EXISTING SPRINKLER RISER/EQUIPMENT TO REMAIN. SEE FP-1.0 FOR ADDITIONAL INFORMATION. a , I �N WOMEN ! ( 307. EXISTING FIRE DEPARTMENT CONNECTION TO REMAIN. o 108 107 ! 308. EXISTING CANOPY ABOVE TO REMAIN. ar ° 49 08 309. 1/2"PLYWOOD TO 4'-0"A.F.F.(REFER TO SHEET A-4.1 FOR WALL TYPE DETAILS). DO NOT INSTALL N I O FLOOR BASE WHERE PLYWOOD OCCURS. °- 302 310 A3'0"CL F ^� ° ......................................_....... .......... NE EQUIPMENT. AIN EARA IN LOCATION OF ELECTRICAL PANELS AND E MAINTAIN - NCE FRONT 0 TYP• ELECTRICAL EQUIPMENT-REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 0CrTa 1 F 311. 4'-0"X 5'-0"FIRE RATED PLYWOOD TO HOUSE ALL ELECTRICAL AND OWNERS EQUIPMENT-REFER a A4.0 v TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 312. 4'-0"WIDE X 3'-0"HIGH TWO-WAY MIRROR W/2"H.M.FRAME CENTERED IN WALL FACING CASH WRAP =-¢ d : AREA,BTM.OF WINDOW TO BE @ 40"A.F.F. SEE A5.0 FOR ADDITIONAL INFORMATION. Al 313. CONCRETE SLAB,PATCH AND REPAIR TO ENSURE A SMOOTH AND LEVEL SLAB,PREP.SLAB TO 320 07 313 RECEIVE NEW FINISHES. L d 314 SALES AREA NOTE: 314. SEE FIXTURE PLAN ON A1.2 FOR FIXTURE LAYOUT&ADDITIONAL NOTES. Q ' 325 315. REUSED/EXISTING MATERIALS AND EQUIPMENT TO BE IN LIKE NEW CONDITION OR SPECIFY THE ='r GC SHALL COORDINATE AND PROVIDE A LIFT 315 101 COST TO SUPPLY/INSTALL IN BID. HFT GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE FOR ON-SITE FOR HFT VENDORS USE THROUGHOUT 13 316 THE CONSTRUCTION OF THE PROJECT. ANY COSTS ASSOCIATED WITH REPAIRIREPLACEMENT OF EXISTING/REUSED ITEMS. v,.° 301 316. NOTIFY HFT PROJECT MANAGER AT START OF CONSTRUCTION IF A LEVEL FLOOR CANNOT BE OBTAINED. �- Q.�¢ -0 . EX NAL INFORMATION. 2 317 (STING WATER METER TO REMAIN SEE PLUMBING DRAWINGS FOR ADDITIONAL Q � 318. 6"0 STEEL PIPE BOLLARD. SEE DETAIL 4/A4.1 FOR ADDITIONAL INFORMATION. �j (A N o ----•-..... 319. ACCESSIBLE RAMP. SEE SHEET AS1.0 FOR ADDITIONAL INFORMATION. = 3 320. 4"CONCRETE SIDEWALK TO BE FLUSH WITH AND MATCH EXISTING. DOWEL NEW SIDEWALK TO ^a�'3 .................... ........ ............................................_.......... ...._.... .................................................. ..................... .......... ....... .......................... 0 ® ® O EXISTING SIDEWALK WITH#5 BARS 12"LONG AT 24"O.C. PROVIDE 6"MIN EMBED. ......................._................................... ._...................-._............. I . 0 321. 6"CONCRETE CURB TO BE FLUSH WITH AND MATCH EXISTING. DOWEL NEW CURB TO EXISTING = CURB WITH 1#5 BAR 12"LONG WITH 6"MIN.EMBED. U u� ca o 322. EXISTING ROOF DRAIN LEADER TO REMAIN. LL- ° 0 ' 323. 4"0 STEEL PIPE BOLLARD. SEE DETAIL 3/A4.1 FOR ADDITIONAL INFORMATION. 0 � ? a' 324. PATCH AND REPAIR ANY DAMAGE TO EXISTING ASPHALT PAVEMENT DUE TO CONSTRUCTION OF `� Q 2 a CONCRETE SIDEWALK. SEAL AREA WITH MATCHING MATERIAL. �. v, 3•� 325. FILL AREA AROUND NEW CONCRETE SIDEWALK AND/OR DOCK WITH COMPACTED AGGREGATE TO > `-° 304 > _ MATCH EXISTING. BACKFILL WITH DIRT AS REQUIRED TO MATCH EXISTING GRADE. 326. CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING. SEE A3.0 FOR 1=o ADDITIONAL INFORMATION. Lo o Q. 327. APPLY 3M FASARA DECORATIVE WINDOW FILM W/OPAQUE WHITE FROST PATTERN TO INTERIOR M -°a o SIDE OF STOREFRONT GLAZING. 12'-5" 12'-0" 328. BI-PARTING ENTRANCE DOOR. SEE SHEET A5.0 FOR HARDWARE AND ADDITIONAL INFORMATION. 40- t) o 0 ET A5.0 0 ARD AND L a� � � 329. SINGLE SLIDE ENTRANCE DOOR. SEE SHE FOR WARE AN ADDITIONAL INFORMATION. 2-9 EQ. EQ. 330. EXISTING GAS METER TO REMAIN. SEE MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL 1 INFORMATION. A A A5.1 - - - - - - ® 331. EXISTING LANDSCAPE AREA TO REMAIN. REVISIONS 332. EXISTING WINDOW W/BURGLAR BARS TO REMAIN. WINDOW SILL AT 8'-0"A.F.F. 05 04 329 02 333. DIAGONAL BRACE EXISTING WALL TO STRUCTURE AT EACH END W/3-5/8"X 20 GA.METAL STUDS. O 4 . 312 c� w CASH MANAGER 32s I _ I 326 VESTIBULE , " WALL LEGEND ROOM A OFFICE o 2'-2" I 03 I 2-2 100 ____._..........------- Lu . 103 B 06 102 B I 01 I C SYMBOL DESCRIPTION O A 0 ...............__...................... : ..................... ......... _ _._.________ _ __ __ _--__ _- _ _ _ _ _ ....... ......................... .••.__-_.;'____........ ........................................... ;... @) EXISTING WALL TO REMAIN 326 327 327 I An 5"METAL STUD WALL TO UNDERSIDE OF EXISTING DECK,BULKHEAD,OR OPENING. - - - - - - .............._..._........_..O 305 0 0 0 328 318 303 3 EQ.SECTIONS=12'-5" 21'-31/2" 7"METAL STUD WALL TO UNDERSIDE OF EXISTING DECK. TYP.OF 4 TYP. 21/2 MTL.STUD WALL TO 6 ABOVE LAY-IN CEILING SYSTEM. H ° i 308 C 5"MET TO 7'-O"A.F.F. F O . °. ��-����- AL STUD HALF WALL . .F. Xa- WALL TYPE DESIGNATION.SEE SHEET A4.1 FOR ADDITIONAL INFORMATION a o a �# N M d' 11� CO I� QO NOTE: EQ. 5'-0" 5'-0" X5'-0" EQ. a °. ° "' gyp' 1. ALL WALLS BRACED TO STRUCTURE ABOVE @ 4'-0"O.C.MAX. Nkol 2. ALL WALLS TO BE PAINTED TO 6"ABOVE CEILING,TO UNDERSIDE OF DECK(IF CEILING IS OPEN TO STRUCTURE),AND BEHIND ALL WALL FIXTURES BY CONTRACTOR. 319 FLOOR PLAN 320 321 324 304 1 7'-101/2" 9'-0" A3.07r 7f DATE 04/12/13 FLOOR PLAN JOB NO. 13040 SCALE 1/811_ 11.01 ■ SHEET NO. (27n ACCESS PANEL THROUGH BOTTOM ,*" �� B F .�'o' C I NOTES:- I � � V 1.MATERIAL:27.0mm[1"]LAID UP PARTICLE BOARD COLOR TO MATCH A- `" PIONITE IVORY KID LG 1101 SIDE;BACKER 1 SIDE(10-930-1400). � IYO D 1 9 2.MATERIAL:19.2mm 3/4" MELAMINE PARTICLE BOARD COLOR TO MATCH r� FUNDER ALMOND 2 SI ES 10-910-0381 . tf ". . r '-0" 3.MATERIAL:19.2mm 3/4" MELAMINE PARTICLE BOARD COLOR TO MATCH �`� � 5 � [ l � BLACK 2 SIDES(10-910-0001). . 0 F clo PLAN VIEW 4.MATERIAL:3.0mm x 1-5/16"IVORY KID LG 110 PVC(90-100-0623). 5.MATERIAL:0.5mm x 15/16"ALMOND PVC(90-100-0022). . T-000 U �. N _ -� t- BAG RACK NOTE#4 NOTE#1 -1 NOT INCLUDED. TOP EDGES a 04 I � 'O N V NO SCREWS REQ'D O X V C 6 . o + o Q __ 2 2" M = .- = -j U BAICK ELEVATION L . `�' O M 4'-0" �� tQ NOTE#2 GRADE _................................_........._........ = Q N _... �r +l--3'-O"A.F.F. /' ! :... `'' NOTE#5 NOTE#2 ,�/ / / / / , / 401 N 1 N 1 N 1 N 1 R 1_ q 1 N 1_ R i O / / / 50 x8-3 x8 } ; 50 x8-3 x8 ; 50 x8 3x8 50 x8 3x8 �.c� EDGES ° / // ' / /' ' / o o i o 0 0 0 0 0 :i i i r ; !; :} " :. o NOTE 1"BUMPER d , :1111..................................... ,.................................._..............................._.I,..._._..........._ 0 N ° ° -� #2 °d• ° d° ° c� INTERIOR SLACK ° ° :° P:e . 4 ° o _ O NOTE#5 ° d. RECEIVING AREA 1 X Q 1` O • NOTE#2 TAPE HARDWARE BAG INSIDE NOTE#3 a CONC�bOCK ° `f' �? 1` 1 a o /�� �s r 0-Os.A.F.R• - ° 105 .d ............................................................................................................................................................................................................................................................. NOTE#3 NOTE#5 .° ° .• °-.. °. e •e.. ,�....... ...�1111 _ . ° _ O " " s °. a Q 15'-9" i 50"x8'-3"x8° 50"x8'-3"x8' S0"x8'-3"x8' 50"x8'-3"x8' 50"x8'-3"x8' 50"x8'-3"x8' S0"x8'-3'Sc8' 6'-4° 1-1011116 1-1011116 / 9d d ° i _._ _. ___ L / :a 1 } O . °- is ii IE .....__ ........_....._........................._..........n......................... ...................__...........................-....1........1...................11 ...._.........._1111 ° • ° .................._!,................_ +, . ; 111:1... • °. SIDE ELEVATION ISOMETRIC VIEWS '/'/ d . a° SALES °.o a ° a ... REPLENISHMENT �-3 ' '''' ' . � ° . ° . 402 TYP. 5'-101/2" o ® .� 1 ACCESSIBLE T NSACTION COUNTER °_ 104 � Y d. ° � _ 0 407 o_ N 1 N 1 ! R 1 11 / q 1 R 1 ;: N. ,...R.. ,1111. 0..._.........._._._.._..._........._....... ..._..... "- ...N.-.7......._......i:... 1111-.. " ,1111 ,.._..........4:........... 1111..__ ......._......, ..-................._....... ....... ................._.................................... .......... ............................ �'^J r_._ e.. ® O 1111. ..._..._......_............................_...........:............_............_...._._._......................................................................... :: _ _ : 1111 .... 1 1 1 1 1 11 1 11 1 1. ......... ..... ...................................................................................................................................._.............1...............1.1.........1. I..........1... 1 1.1. .. _ _ �•-. .: ....................................................................................._.... ,... : ,: ;; 50 x8-3 x8 50 x8 3x8 50 x8 3x8 50 x8 3x8 50 x8'3x8 50 x8 3' 8 ® - v, } f- `� a R 1 R 1 R 1 R 1 R 1 q 1 R 1 q 1 N 1 R 1 N 1 N 1 R 1 N 1 (n O L !: ':; ii :: ;i i ':i :; iii , i :. .................:.:.................................._...................................... U _ ...._...._._......................................._,..............................._._........................................................................._...._..................................:: is......................................................... 4- 50 x8-3 x8 i' S0 x8-3 x8 50 x8-3 x8 50 x8-3 x8 50 X8-3 x8 50 x8-3 x8 50 x8 3x8 i .a L N }' } }: " ; X....... ................... ................. .......... ................................................ O,.O� i is _ - : ... ... ......... 1111 G.8 0 ....._...................................................................:._..........._...._........................._.._........................,.............................................._..................._...................................................................................................................................................._...... 1111. � o °n O c cn N 400 S I FIXTUR PLANK Y NOT S _ o I cA ......................._..................... _.......................................................... ._.................................. ................. r........................................................................�................._........................................................_.........._..........................._................................._................:........ ... ...y:.... ...;1111. L :1111... ER E CODE. CONTRACTOR TO VERIFY FINAL _..................-:1111... I} I cc n.. :1111 401. 10 LB.ABC WALL MOUNTED FIRE EXTINGUISH P R 1 R ; i L LOCATIONS WITH FIRE MARSHALL: g'_2" I ; :� 14-11 I. 50"x8'-3"x8' ( 50"x8'-3"x8' . 50"x8'-3"x8' 50"x8'-3"x8' 50"x8'-3"x8' 50"x8'-3"x8' 50"x8'-3"x8' �'=m !: N 1 N 1 N 1 q 1 N 1 q 1 N 1 N 1 R 1 R 1 R 1 q 1 N 1 11 1 ? } 'a O 402. FRONT/BACK OF HOUSE FIXTURES ANCHORED TO SLAB PER MANF.INSTRUCTIONS. VERIFY 50 x8-3 x8 50 x8-3 x8 50 x8-3 x8 50 x8-3 x8 50 x8-3 x8 50 x8-3 x8 1 50 x8-3 x8 :; c n :: E` 3 ca }� "• ;' ii :; :f E` l; i. ...............................................i..........................................................................ii............................................. c }, ..........s.. _'................. :; .........:;. :1111 N ADDITIONAL REQUIREMENTS WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION MANAGER. SEE _ I ; . 0 U :.........._................_.........................................._:..........................................................................:..........................................................................;:........................................................................._......._........................................................................................................................................._E: o -0 _ A1.4,1.5,1.6,1.7,1.8,AND 1.9 FOR ADDITIONAL INFORMATION. _ o 0 0 403. CASH WRAP. HFT GENERAL CONTRACTOR TO VERIFY EXACT LOCATIONS WITH THE HARBOR FREIGHT q rn o.3� TOOLS CONSTRUCTION MANAGER. REFER TO THE ELECTRICAL DRAWINGS FOR ELECTRICAL ................................................-...........�........................._.....................................................................................................................................................:........ ...........................I .n ............................................................:..................-...................................................:.....................................................>............. . :.....................................:....................................:.........................................................................:.........._........................._.................................:...................................... . �, 0 A _ i : 401 REQUIREMENTS. INSTALL ALL CASH WRAPS WITH A MAXIMUM COUNTER HEIGHT OF 34 A.F F.F R 5 11 1/2 - : q 1 11 1 1[ 1 11 1 11 11 1 It c o 407 it 1 11 1 " 1 " 1 ly 11 1 11 1 11 1 Ir 1 " 1 " " 4' 4" 4'X7'' 24"X4'X7'24"X4'X7'24"X4'X7'24"X4'X7'i 24"X4'X7''24"X4'X7'i 24"X4'X7'i 24 X4 X7 24 X4 X7 i 24 X4 X7 24 X4 X7 24 X4 X7 24 X4 X7 24 X4 X7 24 X4 X7 a� C o q X4 X7:24 X4 X7 24 X4 X7 24 X4 X7 24 X4 X7 24 X4 X7:24 X4 X7;24 X4 X7,24 X4 X7:24 X4 X7:24 X7:2 ; : , OR DDITONAL ; _ :_.___ ____----_ -- -_- _-=------ --�__.___-- .._____-_. _-. _ - - L_ MINIMUM COUNTER LENGTH OF 36 PER ACCESSIBILITY CODES. SEE DETAIL 1/Al2 F A I �,_ n 407 _--____--_---____.____. ---._---- __._.____ _ _.- ---_ _--_,---..�_--------_. 6-01!2 y-- c� L INFORMATION. � :SANDPAPER 16) :CASTES/TIRES (16 JKSD B T J :WINCH/HOIST(16) :TIE DAWNS (16) TARP$ (20) y E :._.................................:.....................................:....................................:.........................._.........:..................................................._.-.................:......._...........................:......................._........._:............:.......................:......................._.............................:................................................... :1111. 404. BREAK ROOM SINK. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. ' � g . _ . m 405. APPROXIMATE POWER POLE LOCATION. HFT GENERAL CONTRACTOR TO CONFIRM CASH WRAP IS IN I I 1 11 N : .........< U ...... o Z PROPER LOCATION PRIOR TO POWER POLE INSTALLATION AND FINAL HOOKUP. 410 a' ��o 1 N 1111... ......... ......................................................... ......... ...........:............................................. .......... ........................................................ . ..� ... _ 1 10. L....... o o G _,� 406. 1 6'-0"AND 1 T-0"FACTORY GRAY COUNTER TOP FOR THE MANAGERS OFFICE DESK AND 2 6-0 - _.... .............. - O O O ................._.................... ..._......_.........._._..._....... :......................................, , 1111..........................._..._., U O 0 A4.0 : .....................................: ;;.................................... FACTORY GRAY COUNTER TOP FOR THE CASH ROOM DESK.SEE DETAIL 12IA4.0 FOR ADDITIONAL I - I : _ n m I } ' I m m o E INFORMATION. m m 1 N : I m : ^ �, � ' _, .;1111................................. E : �� n. N 404 BREAK ROOM M J ............_....._....... i f .. . i 407. CORNER PROTECTION,SEE DETAIL 9/A4.1. : ; i } _ d-......._ ........................_............ 2 . : I . :.1......1.1........1............- :........._........................-: :............. .........,: € } i E ! } i O i �� .......� �++ O 408. APPROXIMATE LOCATION OF SAFE BY HFT. ,, ,, ;t: 106 N ; } } _...._..........._..............._ i N o d`. .... " n 1 U o AW ( AW i w E i n. OXIM OCAT 0 0 IT CABINET BY HFT. to ^ i _ 0 o v� o 409. APPR ATE L I N F ^ ; ......... ......._. cn m ■ U . p : N }©1111.. .... .._1--._< LLJ (n a - c I I -� i i w i o J a� E^: i = ! �. ...< } 410. APPROXIMATE LOCATION OF BREAK ROOM TABLE BY HFT. Q } �- : : 07 ;o ;N , o , w j �- �-I--- i.... x U) ..............N..........._ :.......... ........._..........; ^ :.........._.........................., ; O M......... ci 411. GRAY GROMMET IN COUNTER BY HFT GENERAL CONTRACTOR.VERIFY EXACT LOCATION W/HFT. I .._< I `. 82 ; 1 :F-- o ,I _ ,o ; �-.; : _ ; ^ Q = i d- c c 412. CASH REGISTER I O : I Q (n >- w N I �- : N �: f- ; :1111.__...�._. >...,........_. 1111.: .... . o p I AF. ;.0....,.1w...., }....�.. AF u..' a �. vi c MENS c } } � .y_._ x;d. o °- 413. PRINTER OMENS }1--- v): cn a � : U O n n N I ~ I I € w €U Z ; i � € U; iW N N O.cn E ; O : p : - E E i W W i (n w i 414. HFT VENDOR TO PROVIDE AND WIRE KRONOS SERIES 4000 TIME CLOCK. G.C.TO MOUNT 44 : ; p Q ; , :1111..1111........................... } 0..........< J.... '...i = o c 107 1 Y , � ; W H ' U Z _ o= : } n, ] ; 1.;__ _ ; -w-. = 0 o A.F.F. w ` o- U Z <O 'O �- _ I = ;w cn ® ; w : Q U : O w ; J L rnc, 1 u-I = i2 .Z....__.... :....aC._:.- ._< .1-....i {...._-']; J... o: c c O AF ... C7 i� . W...< W ; Z ® J i ' m or ipl z o ... ............................................... a : Un Q } � : Y :...............t--.............. J I -- - ____ I....... Q .2 °_ c L T . 1 N ERA N XT R PLAN G 0 S {: ....... ................ ..... U r �. Z } Q .. .n ,� p p y..... .... :1111 O .L Cn o �' jy 0 i " J i '.._ 1J1........_.....................I........... ...... .................I. ..................... ... ............................................ I .. }_...... ...............................................-....... .......... ............_............I......_....................., ...._..... ............................................ .......... ......_............. ...... ...1.111 :.... 1111..... _............... ............. -o n. o........................................... 4..-0 ....._................................... ... ._ L'1" - } } I•--° 1-- F : .. ...,.. . . .. .. 11;11.. ... . ... 1'•111. .�.... 1111.. ... � O � T a� 1 = 1 L].1 � rn Z L........... : € 's ? _........... ... .......... _....... ! z L.� to 1. REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION w .-•---------------- ----------- } } } t ' _: _ - ..p ' o L A4.0 407 407 : i ! } Q i Q 1--• �.. ._ w.. �•- Q 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING i i _ Z 0 ai ami° ............................... } L z.._.........._}..._............ E............._.i..........._.... >.................................... ..._._._....._!............... PROPOSALS AND COMMENCING WORK. i 1 I .' N n 1 } ;1111 } c� o _ � :1 :���..._..............................� :.......................................; :................................... ................ ; !BLE CEILING AND WALL BLOCKING AS ° ....................................... .......... ...., 3. HFT GENERAL CONTRACTOR TO PROVIDE NON COMBUST :........................................ a� NECESSARY. _ _ 3 L Aw SALES AREA TYP. AW o. - �, 3 4. HFT GENERAL CONTRACTOR TO INSTALL POWER POLES FOR CASH WRAPS.LOCATIONS INDICATED ON . / . -1 - 402 PLAN.PRIOR TO INSTALLATION COORDINATE WITH FIXTURE FABRICATOR. / '.' 401 _.-__.-..--._.--.___-. _ ' _...-_-.. `r 101 _...._ `� _ ° °' .............. ................................... :... a.., i :..................................... :............................. .... :..............................._..... _........ :....... 5. HFT GENERAL CONTRACTOR TO FIELD SURVEY AND COORDINATE ACCESS OF ALL MILLWORK WITH � ! i j j v� U U) m HARBOR FREIGHT TOOLS OPERATIONS I STORE DESIGN. P2 : i P3 ! I o Z'� . . } u- a I (n i = : g : O++ 6. HFT GENERAL CONTRACTOR AND.FIXTURE FABRICATOR TO COORDINATE WITH APPROVED FIXTURE : i : : : } I o .. . E ............................ .........d-.............Y .-..... --_._..__- ; j . _ : : •o PT :_ :1111................................I IN : : ....111..................1.. O DRAWINGS. i ; I : : L ! ; i i i e ; i /1i (� ': ; } : e i `: . AW ! AW : . 7. HFT GENERAL CONTRACTOR TO COORDINATE WITH THE HARBOR FREIGHT TOOLS CONSTRUCTION : : J ; : : : i w X �, �, - N m; : m, u.. : ,� , d• :.. .................... .................. L.m o... 3 - MANAGER FOR NEW FIXTURE DROP LOCATIONS TYPES,AND QUANTITIES. ; i ^ N ; o [ .... N. `f' _ -----.---------.------.-- ca € ? 1+•- .: ... # -' ^ s O A PT ;.........._o............ >............�.................. v7 ; ::..................................._., }^ -� : 3-8 1__. N �. o 8. ONLY GRAPHIC REPRESENTATIONS OF FIXTURES ARE SHOWN. ALL DIMENSIONS ARE APPROXIM TE r ^ ; : o : ;o : } ; o: i o Z J o COORDINATE WITH FIXTURE DESIGNER AND FOLLOW ALL GOVERNING CODES FOR FINAL LOCATIONS -� w w O ; :N € N ; ! N (� N O : N N: •__•_ o o o x X N ; : AF i�:: �... �...0...:... cn N - W C� v._ E : �./ .�. kk I ......._...................................... ................ . CL'............................................... ........ . 1111... .. E m . 1...................................... } o . :. _... ...._........ :..........._t-.._..........a............ ...,I�.................................. ...._. e.............-.. a c� . ( t1 o LO AND PLACEMENT. Z................... : � , w O Q ` I i CD ;O I w w; ! `-_ .� u. O w w U m o F o _ :�- E N - ; mom _ ° 4'-2" } } :Z ; i gyp : U Cfl 9. FIXTURE INSTALLER TO ADJUST FIXTURE LAYOUT AS REQUIRED TO PROVIDE 44 CLEAR PAST ANY Y : O >.._..........._ _............._ :..............._._..................: ; \: p- U :U _.....__.._............a - : i w _............................. i U - ;1111.>.... U _ PT Q, Z 0 � � : wi- iap ;�' w Y: IU : I` Z; I= Q M o 0 COLUMN U.N.O. ; : ; : O = i U : \ w u. O }....�....; . .._ :. cn.._ : ........ }w..._:.._ ;.w...;.-1,-.J DC r L of o: ;1111... c 0Y J m . ~' ' m: W W J } Q Cn }tY Q i Z€ LL' p- tL: W 2 : I O O :w - O 11.11._ �, � : �-- :Q v w............. J a. ; �............. ---_ vi L w i� : I� ! O :: RAKD VUN i AR FOOTAGE 0 S U ' =I . PT w , : w . O : O i , Oi o.. ; �: �... • p U- I- 2111. ................< ; ; U : m ...0...<................. ............................._ a..�... m = Q u.; u- cn , } .... ,11__1.2. . J Q : 1--• ,1111 I ; Q } I Q : i O ; } LU i Imo : Z.............. ; ; PT : ......_......_..........._..._. ................. ....._.....:.._.._........_; -- -- - : } _ REVISION S SALES AREA SQUARE FOOTAGE 11,217 S.F. : , : : : ; ; I Q Q SALES REPLENISHMENT SQUARE FOOTAGE 4,749 S.F. ; ; ; I _ . ; ........._............ : ........... .......... .............................. .......1....1.1.1.............. u.} u. : ._ : { = OFFICE AREA SQUARE FOOTAGE 603 S.F. ^: : o : °J- ; i i i u..; u- i _ N. ; i : ; 11 P1 12 2111. <... _: 2111 ,... I i ! } ' E M } ! PT .. ...................................... .................................. ..................._..........., .........�................... 1111.. .....� ................ .................._................: _.. , TOTAL OVERALL LEASE SQUARE FOOTAGE 16,569 S.F. �. � � = ' : 2211.. 2111.. ...........� ........................................ :.............................. : AT NOTE:AREAS LISTED ON THIS SHEET ARE BASED ON LEASE AREA FOR FIXTURE PLANNING. J 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" 4'-8" AW 4'-8" 4'-8" 4'-6" AW 4'-10" 4'-8" '5'-8" 5'-0" 4'110" 4'-10" SEE SHEET AO.0 FOR OCCUPANCY CALCULATIONS BASED ON INTERIOR AREAS. O O. '.............. I--- ti - ...... ..._............_ ......_ _...__1.............-........1...1.1.1-._ _1_._ -111_......I....._......._.........__.._. -. _ .. ......... ......... ........_....1.. - .._._............... _1111 -1111_ _. _........._._..._.._....._.._... .. _..._......._.....__...:_..............._......_ _..._._......_.._._...._ _.........._. . - _._.__._........_._......_...._._....--_._.-- .___. ---._........._..._._... __._.. �. 111.1.__ 4 _....._.------._..----_111.1..._--. __.-- --...__._.. ......_...._._.....__ _.__ _..__......___......_..__..-_.__-- --- � ® p LAN K Y - XT U R P w PT 414 411 407 405 412 405 ENDCAPS TO BE 50.25" ; I AT : i........._.::......................... : ::.............. WIDE,TYP.-ALL N w O I nP• � - GONDOLAS TO BE "' o- a :3 412 1 N 1 " i; - 1 10-0' 18 3 l2 } ANCHORED TO SLAB AT SYMBOL DESCRIPTION HEIGHT ........... ......._... 2,111. .., .....;_..._.................................... ... ..... ............... ...........I AW ADVERTISING 4 WAY 4'-0"A.F.F. 408 ^� : : S'-9" 5'-1 1/2" 4'-10" 4'-9" AF ADVERTISING FLAT 0'-0"A.F.F. 412 ` = 412 403 ------ MANAGER _.___._ ___._-- ___- _-.._ _ ______ _ A Q G GONDOLA 7'-0"A.F.F.(Consider all unmarked fixtures to be Gondola's) CASH :-. .......; : - T J D DOUBLE TABLE 1'-9"A.F.F.-3'-6"A.F.F. 411 i ; AF - AF AF AF 406 ROOM OFFICE VESTIBULE ; ; S SINGLE TABLE 3'-6"A.F.F. TYP. 0 �� 102 406 12 TYP. 100 N O F FLAT DISPLAY MAT 0'-0"A.F.F. 1 3 A4.0 403 0 401 0 cv M �t �n co oo rn 409 ,', . ........... MM MOBILE MERCHANDISERS 4'-10"A.F.F. ;- : Q ................... ................... .............................................. ...........-----..-----.......----......----...... ...1111 ..............................., LADDERS!SAFES . .............................................. 2111... . _....................... _._................ -_........._. ..__..._..--1111_ ----- -.._____......._...._...._..----1111_. .--- -_11.11..-----_------- _.- ----- - --- _-- .........................:....... LS LOW SINGLE TABLE 1'-0"A.F.F. ::...:.:..: �_-_. : HS HIGH SINGLE TABLE 2'-6"A.F.F. : I M XP EXTENDED PEG PANEL 7'-0"A.F.F. 413 F F F F F M ...................................................................0 PT POWER TOOL DISPLAY T-0"A.F.F. i FIXTURE PLAN .._:-..................................................................,................................ ............................. .................. :.. AT AIR TOOL DISPLAY T-0"A.F.F. o 0 0 0 € ° . ° TRAILE DISPLAY(20 41 _�_.______�_____.___._..__ AXE AXE RACK DISPLAY 7-0 A.F.F. . MPR MOTOR!PUMP RACK T-0"A.F.F. ❑ - : ° . ° ❑ TRAlLR ACC1(. (16) i ❑ ❑ ❑ ❑ °. a°.. ° ° B BOX STOCK ON DISPLAY FLAT ---- _ DATE 04/12/13 u d ° ° ° ° d °.. - ° .. ° ° . d. a ALE AREA AND SALES REPLENISHMENT AREAS VARY. THE CEILING TO THE a ° d:- NOTE: THE CEILING IN THE S S d ° JOE No. 13040 ° ° . ` _ , " 0 IDL N 2 l GYP. .F. THE EILiNG TO THE NORTH FGR I E S SOUTH OF GRIDLINE 2 IS LAY iN CEILING A T113AF C . BD.CEILING AT 13'-3"A.F.F. A PORTION OF THE SALES REPLENISHMENT AND RECEIVING AREA CEILINGS / / ARE OPEN TO THE STRUCTURE ABOVE WITH BOTTOM OF STEEL JOISTS AT 12'-6"A.F.F. t FIXTU R PLAN SCALE 1/8"v 11.01 ■ SHEET NO. FINISH SCHEDULE KEY MATERIAL MFR. L �`' OBE Cr' COLOR REMARKS •t. xi C'� P-1 PAINT SHERWIN-WILLIAMS SW7006 EXTRA WHITE(EGGSHELL) PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. � 5 ' � P-2 LATEX PAINT SHERWIN-WILLIAMS SW7066 EXTRA WHITE(SEMI-GLOSS) PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. * Lt Ii'00 A WALL P-6 PAINT KILZ MASONRY PAINT WHITE 390-MSDS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. FINISH TRIM AND CUT AROUND ALL DISPENSERSMIRRORS WHICH OVERLAP "'i�I (lhi,, WC-1 WAINSCOT TO 4'-0"A.F.F. MARLITE(NO SUBSTITUTIONS) WHITE FACTORY FINISH WAINSCOT. TRIM SEAMS AT WALL BASE. WAINSCOT AND TRIM PROVIDED AND I V� INSTALLED BY GENERAL CONTRACTOR. Q Fi 0:'� CON-1 CONCRETE FLOOR SEALANT HARBOR FREIGHT VENDOR N/A PROVIDED AND INSTALLED BY VENDOR. GRIND AND POLISH SALES AREA&6'-0" o N INTO STOCKIRECEIVING AREA. CLEAN AND SEAL STOCK/RECEIVING AREA. . 0 00 FLOOR = V "*'T . FINISH LVT-1 50 CM X 50 CM X 2.5 MM, JOINT WHERE VINYL TILE FLOOR MEETS 6"RUBBER BASE TO BE SEALED WITH N o� ALLURA STONE LUXURY FORBO FLOORING S62415-CONCRETE GRIGIO WITH SILICONE SEALANT. _ =^ VINYL TILE ®' O(o � - C-1 CARPET TILE MATWORKS-MONSTER TILE CHARCOAL PROVIDED BY HFT INSTALLED BY GENERAL CONTRACTOR. - p�v � I . 02 3 w 0ca Xw 3LL 0 BASE RB-1 6"RUBBER BASE VPI C01 BLACK DO NOT INSTALL BASE WHERE PLYWOOD SHEATHING OCCURS). _ _ a? ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG WHITE 2'X 4'CORTEGA SQUARE LAY-IN TILE #769 W/PRELUDE 15/16"EXPOSED I U J L TEE GRID. PROVIDED AND INSTALLED BY HFT GENERAL CONTRACTOR. cc EXISTING GRID TO REMAIN AS INDICATED ON SHEET A2.0.SEE NOTE 8. : w ��� CEILING ACT-2 ACOUSTICAL CEILING TILE ARMSTRONG WHITE 2'X 4'ESPRIT FIBERGLASS MOISTURE RESISTANT SQUARE LAY-IN TILE#403 WI I _ c to c. PRELUDE 15116 EXPOSED TEE GRID. PROVIDED AND INSTALLED BY GENERAL / ...._....................._......._...._. ........ ...................................................... ........_............................... >V CONTRACTOR. SEE NOTE 8. / / , IA I Q: 1: � P- PAINT HERWIN-WILLIAM G.C.TO PAINT ENTIRE CEILING INCLUDING STRUCTURE AND DUCTWORK IF a �'/'//'/'/L11/' o 0 0 0 0 0 0 0 _ To ' 5 S S DRY FALL(FLAT BRILLIANT WHITE) 1 .4 - d• ' .a - - ,'. :' ° WSJ ,���7 : \ 1 CEILING PAINT IS NOTED IN FINISH SCHEDULE. .. ....... ..11.1............1 4 d t:....................................__.........................:....:: ..,............_-.........---.............................................__...._.........................................._....................:.................... ..._......._... .......:..............._..................._ . I/ • ° d 1 }���.................................. �- � d• d1\ ±27'-4"PAINT P-1 ±24'-3"PAINT P-1 N N MISC. P-3 INDUSTRIAL ENAMEL SHERWIN-WILLIAMS HONORABLE BLUE#6811 PROVIDED AND INSTALLED BY HFT GENERAL CONTRACTOR. A .d-- 4 : , i 0 P-4 INDUSTRIAL ENAMEL SHERWIN-WILLIAMS SW7006 EXTRA WHITE SEMI-GLOSS PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. ° d.. °_ °. :d.. :° PER FINISH SCEDULE PER FINI H SCEDULE _ o. < , C a g d 4 •. . . d: �'d .d � -"""'"----____ ",___ _.._._..--.-.- .___._. .v_....__...----------.�..._. ..------_,___-----___. ---'-'-.-------------- --._._--.--------- --------�- ^ }{{ ROOM SCHEDULE11111_ d : d s ° o ; j: ° d RECEIVING AREA ; I /// :'° d ° i is �:11:::::::::::::::::1::::::1:::. : : ......................11..........................................-......._. CEILING 0 105 / d. .•d. d ° ° . °° SALES I ''' REPLENISHMENT J / / d.d. w € 0 all, NO. ROOM NAME WALL BASE FLOOR MATERIAL HEIGHT ,// a W I p ¢ o / ° 104 v ? ., ai a 3 A o e { �. w j V1 co d . d 1 1 R a 1- 7' C (/) 1 VESTIBULE P-1/GLAZING N/A C-1 ACT-2 11 7 A.F.F. z € L ca / d € O O Y - - / o €: Z a.} ....... 1 n I a - ++ ii ii i •. :: : ..........I......... ... 1..........1..1.1 E.T.R. LAY-IN VARIES 11-3 I ...................4.........._ ._. ........... ......._....._..................._......._.......................... � � ............. _...... _............_......_.................... L Qcoco ( ..............................................................................................................................................;................................................................... ........... .; .................. _ .Y H o 101 SALES AREA P-1 RB-1 CON-1 CEILING GYP.BD. 13'-3"A.F.F..F. ' a o°� E G!G P F �, (3 _ }; I is } c= o :: :: :: € , .... ............................................... ..................................._..I............. ......................: :: ............................................................................................................................................._.........................-........1.. 102 MANAGER OFFICE P-1 RB-1 LVT-1 ACT-1 8-0 A.F.F. € € c�:O v� 1 R (1 • ! : :: :, is :€ i } I: S f ........ ' t :: " S _ O '• - i •�! 4� :j I................................................................L:..................._......._............................_......:.................................1111..1111..1111..........._.• 1111..............................._................n......................................................._....._.........w;..............................,..........................__...._......i:........................................:.........._............._......_............................................................_........:..5. 1111. .. .. .......... .................. ... t . I � O N 103 CASH ROOM P-1 RB-1 LVT-1 ACT-1 8'-0"A.F.F. ±32'-8"PAINT P-1 c v PER FINISH SCEDULE _ --" - (D 0 PEN TO STRUCTURE/ SEE SHEET A2.0/ ; € - �,}, _ -t . 104 REPLENISHMENT -1 SALES EPLENISH T P-1 RB CON-1 1 R ;i i , ';: liT P: E.T.R. GYP.BD. 13-3 �- Z Ln J}i k 1 - 0} :I } € `-- 105 RECEIVING AREA P-1 RB-1 CON-1 OPEN TO STRUCTURE SEE SHEET A2.0 ¢ z } m a� cma 4. - C]i ?i ?i i :; :t } U....................................................................................................................................................x..................................................._....................x..........................................................................._............. ...................................................................................._....................... ........._......................1.................111.. u.,` I o :: -, w, c�� _-__________-- _-----_-_-_---------- ------- o : :: 1111... 106 BREAK ROOM P-1 RB-1 LVT-1 ACT-1 8'-0"A.F.F. �- w --_-'-------._________--�___.___-- -��--_---____--_---_____�_---________-______-- -_____-_---_____�_ m � a. } vov 04 i ( .L-) 107 WOMENS RESTROOM P-2,WC-1 RB-1 LVT-1 ACT-2 8'-0"A.F.F. 16'-8"PAINT ' 9- ii P-1 PER - �. __ - __- ---- -_--- ' -v o 108 - I. kmm +' MENS RESTROOM P-2 WC 1 RB-1 ACT-2 8-0 A.F.F. 0- LVT-1 . ....... ............ .. ....................... .......... ........ ................1111... ............. ...................... FINISH SCEDULE ....................................................................:_.................._..............................._..................................._.............z...._.................._...._................' .........................................._......_......... , -1111 ._... ._. c � � NOTES. .....:.:.... . .. : ...111............1 ............................ .. ...... .......... ....................................................... ......... ..... ......... . 1111: :. � ... ................................................ ® 4� cC� o c 1. SEE PLAN FOR EXTENTS OF PAINTING IN SALES REPLENISHMENT AREA.GYP.BD.WALLS TO RECEIVE PAINT P-1,CMU WALLS TO RECEIVE = m N v, PAINT P-6(IF APPLICABLE). o- 2. BASE TO INSTALLED ALL RECEIVING PLYWOOD FINISH. EE HEFT A1.1 FOR EXTENT OF PLYWOOD FINISH. NO S BE INST D AT WALLSS S S ....................... ................................................................_........ ..... ............. ............................._........ ................................._.....................................- ............ ........................................................................... -.......1.. ........ ........... :.........11.. ..1.....1............ 3. PAINT EXISTING GYP.BD.CEILING AT SALES AREA ONLY P-5. : : : ; O : ........................................ ........................I............... ..................................... .................................I...... ............................. .1......1 ........... ..............._............. ............................... .., f >,c� o BREAK ROOM , I -o W ........... ....... } : `f' ;�+' ... ...... : - : : : : : : i : i : } i 106 ; } € .... 1111 ...............:1111. 111:1. ..., . t . :_....................._............... .T.................................... } o a� i : : E : . :._........_......_........_......_i 1 __......... .._1. ; : : : : : S ......_. - �.., € - N : : € } to X �...'Y i. t... i } yy i , � t t i � € L . . i t : : 1 ....._l.....; ! ; i ? } 1111._.. .......... ..1... ......... .......... ......... l.................y..............._i .......... ......... 1111.. 111_1._ - : : - : : : i i.... 1111. : 1111. € ; 0 i i..................._...................._...: ! �... 1111 • ............................... .............. .. i. - } i - c . .. • - , } =• } ; } I F- . ; . i I R3 11 .11 : I : : I i : : 1 A : ................ 1 } i ci i . • ..................._.........._, }.._...._................... ? }-....:....._...._............._< _1111.. } i E i ! I I : } I �Q MES 0 NS ;i : : i .._:.... ....j : 1111 ....:.... - ' S : ; [ ................................ t ' i . :....................................... € : , : I : 11111...................._.........._: , p S -1111..................... € ...._..._.....................{ i•r L` .................: : 108 107 } N Q-0 : } I } a_. : : } : t ; ;'s 3 E i i € I €1111 Q C7 } 1111..............{................, i; } I c : : .... } € .. .. : € : i 20S € ; I .........; : ...................... c .: I : : : : i i : } i ----'----,.-' _ - . : : : : : :, : : : I : : I : € : i ..............' ..._.-.... _...... - E i i i................................_3 .................i.................: i E._..............i._............:.i € ......... ........_ j........._....__..._....... ......... ........_ € € Q 3 } ' + i € - L ` l.... .._;.. i .., € ; € ; } € o �� _ - - : :................_._...............3, : ; i } ' € .......... ......I.... ......_._._....._.... ........................_._._...... 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E i 1111 t 1111 1111. 1111, ... , . . . € i i , ; : ; . - - - __ - _ - --- -.___.. _.. 1111...............i...............-': : i : . _- i V J -, -: : E € € I : O ; - : ' � o } I } : :_.... ::............... ........ ........................ : : : : ! € ; . € € � � . } a i : ; : : - . : , € is i : }................s.................i . >.................i..........__.... +__.......__.;..._.........._; :: .. 1111.._. S - i 1111. .._.. . , i . . € ! , N U . : t C L a.... 1111... �..1. f V ! } i i i ; i __1111--._ ............................... . i € € +�`�- i } N : : : W : I } , l I ( . ................ i.... I I % € : i } € i : € 3 €... : i : : . s : '...............__..._............... 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Xn 1111.. o _..............; ( : 1111.. L- 1111.. 1111. 1111.. ......... ...,: r: 1 : E: : : 3: 7 :' ii is . .. . i..................n.................._............J..... ^ 1111.__.._! '\ .......... ............... ...' E `: .i : : i . 1111.. 1111 11 . I ' CASH . • MANAGER : : I.._.............. ........................................ ................I....................... .........................I.............. I w ROOM OFFICE ______: [ VESTIBULE € ~ a 0 103 u 102 } 100 I I : _@ •i El .. _........... .--...1..............1.......11.... _...._............__.. ............. ...._...........__....-._..._..._........__......_.__... _..............._......--1111..-.............._....._. _. ..... [ - - - - � - - . -..... _E��__�_ , I--] " !!� aa _1111.. _........ _._. 4 _........... ............... ......................._.........._......_.. .......... ........................................................ 1111... .......................... _.... .................................... I:- ...... ........ _....................................__.............._1111... ........................... ......... 11 B �,,� . ; i : I ; :...............�� !: I :.I : .-0 f......_..........._.._.......;..................-........................................__.-.._.,............._._..._........... : : ...r.... 3 I ;. I O O O O ' i . : : z z : : i : t : : ° . * ° : : ; : z : :� IFINISH PLAN . ° ! : : q t : :L . 1 : a . : : ; ! : : t : d° d-.. °a. - ..° o° z : : z ; . d e . . v . d e a e d A d a i d d ° DATE 04/12/13 d / JOB NO. / 13040 1 FINISH PLAN .1 �L "" . �, SCALE: 1/8" = 1'-0" ■ SHEET NO. E J LA Vo ............... . . ...... ......- ...... ABEL LAYOUT OF O'W PALLETL MAXILINE GONDOLA:AND WALL:GENERAL.ASSEMBLY s C:)CN g,ond ma o ib 00 NOTEI This pubkotion is intended to be a aeneric ins.tall tion.i6st.ruction�formadix gondola and wall,helvin d .p ly be 5 biect to.ch.ongeo�re.a.uired.,by;.the.localbuilding.codes.Consoltthe,bu.ildin.o.inspection.deDartrnentat thejobslte� 0 CN :E LO READ AND UNDERSTANDTHIS DOCUMENT BEFO -�,O EDING. (.0 TO 0 INSTALL SHELVING. SPECIAL ITEMS THROUGHOUT ARE DENOTED WITH: -0 Cq 0 USTO SHIP: ER. 0�000 U C 0 X 6 DATE, POO* zt ca PALLET.if. CAUTIONI WARNINot a "'gi , 1����PALLET WEIGHT. Cc Mal I Do 34238 M.FQ:ORDER#:-.,.v 0) 'A U J NOTE! T ft X TS MADIX ORDER:# HEST ANDARDPROD UC LISTED BELOW ON- MMULL12W-1 QW-0 g. o- es Em Specificinstructions covering any prodfiCtsdilsted below, f.0 T�:54 'T 0 OWN. SHIP TO ADDRE'er INIUALTER THEINSTALLATI NPROCEDURES CARRIER w 81 thh'dO.c e tOa 40NDOLA it ordered,are included RON. Mtn UM n 5'. Refert them prior tabe&nInglastallation C) a) 10. lgi -_ 0 since you r procedure will be.aftered. PACKTYPE. REQUEST .......... END MERCHANDISER&&**##*.0###ASY-452 CANOPIES-etea ASY-092 0 ftnP < TELESCOPING UPRIGHTS..,#0.##.0.A$.Y-027 0 U 0 =7 UCK L0 TL:--: K ...... ...-AD B0XCORNER..mf*0si1##vASY-098: 0 ITEMS.ON P LLET LESS THAN LT (a Cn'a :3:2 C: -269 M-ET. A.L.END FLAK,.,,,...,,,_,..,.,,ASY TRUCKLOAD L- 43 Co ID INSIDE CORNER..6saa#.i.. Y-062 J W. 1 NO -6 OPEN.BACKSTIFFENER-064oso -ASY-042 -2 mom 0 ca:6 0 A OUTSIDE�CORNER.#oviiii�o..ASY-05. WAL4 ATERIAL FLOOR.ANCHORS,##S#94000ASY-1�7 (D QUANTITY ON MATERIAL MATERIAL COLO INIREGRID BACKS.,,i..4.....v.ASY-320 C C6 (OD) PALLET: DESCR-11PTION C: 0 OUTSIDEMOUNTEND 2 0 C).(1) MERCHAN01SER..*&#s*w*#ASY-064 ....... .......... .47 IMPORTANTI When,unloading,stack all boxes... TPA TK A TRIPLE 1. WITH THE LABas VIS LE r- 0 (4 Co r (D 2 WITH THE SAME DESCRIP ON TOO THERS ==STORE FIXTURES T1 -E UC:3 E=0* T00'11F1$"FW0 t 0 0 P.O.BOX 72.TERRal, 7516a Q-0 3. WITH THE SAME PARTNUMB TOGETHER. 0. 2 TERREL.T AS, 5160 21J5J5;54D0/ 776-2349 ER 76-7149 (D 2t A$Y-046: �AGE20FJ5: REX06 cun) (D ASY-046. PAGE1 pf 15: REv.m 4) 60 0/18/CO.AA3 ECN#560000010$40 8 ECN#5 6010540 0 ca (D U) 0 4- 0 :3 (D N E 21= ca r < d < C6 SIT 5,45 .02) a(A 8 0 lcal?a < 2 < 0 < W < -FIXTUREHEIGHTTOBME IDTH. CL a) 4� Cl) :3 POST THIS ENTIff PAGE IN ACONSPICUOUS PLACE HT HEIGHT CLEARLY VISIBLE TOALL STORE PERSONNEL UPRIG. M 0 If the heigh.. .0.upright exceeds.sixtimes the space.between the uprigh tan.d shoe in le thesystemmosibesectired' :one of the following configurat ns- (D Aff 0 CLEANINGSHELVINGO: ID CC: rd11&N1imV`G IMPORTANT INSTRUCTIONSL FOR CLEANING ecut d at the to q;, 11 0 n P as per p- LL .......... READ BEFORE ASSEMBLY-FOR.YOURS MADIX.METAL SHELVING.o. WETY1 E 6 e For Gondolas,BaSeL:Shoe Levelersmiust.be anchored to the floor as shown In Ins CL tall all she V and or-fliktutes as described in installation instruClJoh'. Whenpecessary to clean MaOi� :�h,eivlqg,use of a non abrasive CL ca .0 -357 �i ASY E cc= 1W Shelving andcompon-ohts should ONLY be insta traiLned-pers ne.1 mild..deter entandwarrn.wate�folloWed:b thoro()qhdry1n* y on r 0 Ideal.L.The use of a cloth made ora so,tivy i.e.co 0 whohavere d* d 0 r.st.!ndthe.se.in5tructions,..,Fp.i.tu're-to.doLs..o.:mayL a an U) For.Walls,:.Base.Shoe Levelers AND Upright.Levelers must be anchored to the floor.� 5 E 0 g..ntS t at COL dd..Th u$e.of cle�ni Main E E g yrec9mmert.g . V resultin product damage or personal Injury. LO abrasives,bleach,or st ng solvents su�ch.as ketonesethers.etc. U Uo DOLAS... Do not exceed the maximum load capacities as outlined under all..headings ....... ............... WALLS... GON 0 Cn -0 E Will.result in.damage to the finish.The damagels most severe LEVELERSPACING 8 C h* document, related to Load Li mits,or Mes I n,tL I$ USE CHART FOR EXAMPLE ONLY: USE CHART FOR EXAMPLE ONLY. when these harshdeaningagenTs are:used on c lors whkh 0 ......... --- f* h- WALL ... ........... ........-.. . .. ..... 0- ONever use damaged parts. conta in lea ing'al u in u r')i pi''''''--t h- der .m gmen. spc aspow.. cbrorno, E UALS LEVELER MAXHEIGHT Us BASE SHELF 2 tn.an q er' a a ecomponents only as-directed. silvervef . d th vein"type finishes,The'ajumihurn in.thew EVELER MAXHEIGHT I[ nd WE SHELF EQUALSL OF UNANCHOPED DEPTHS OF SPACINQOF OF UNANCHORED ides at QF� 1 .1 coa the:sunac h:a d Is.thet0f0re more DEPTH OF DO hot cot bi 'Mad.ixp 0 ith.horIM d oductsal ings res. eq, t !e ne. , dU,ctsW . a.. lix pe. UPRIGHT UPRIG susce I* tegLr, of the pti ble to d a mage by the.harsh clea n Ing:a gents. As a n 0 Always ins a 1.1 Ri piates,.(KP-(nw))to.reta!Ln the�strv.c.tura- in ty UPRIGHT HEIGHT t J-CK. REVISIONS Iternative.to the mLild.d ementcleaners.with ingredients 2" 9L 1/2 a. et 540' 1140 slielvi g.Kkkplate�smustbe nstalledcor ctly! ....... .. ...... re. m e Xcts:su!�h as-409 si......,1ArtPth0. S foundinprod 126 ntas0kafid 2 14" 66' 12"&.14�: .1 .0 Do lot ha.na.shelves,peig hooks or other accessories the side of a. Slinple Green:Lcan be.used d- ts .-CALITION1 clea.ne(s h4ylti in I 14 1,4!! fixture that does not have base shoes(13S)installed. sienilartoth6s(!fou,nd!nAjo�K,$ora Reach,Comet,.0c.snpulo 6.* 1�3 1/2 7TL 23" 1.38" be ..............L............ & 0 Do not hang shelving,peg.,hooks or other accessories .that exceed the derith avoided as finish damage,:<: 1dresULIt' .15 112' 90 14� 25 14V 20 17.112:4 102" 16�1&i&' 27'� 162 of the base on a ciondola orwall ... ............ ...... ......- *All components that:require trim,.such as.uprights(13U):and:base shoeSL(aS) 2? 111411 WARNINGI ALL.GONOOLA AND.WALL FIXTURES� Hi�IGHTM shouldhave trim installed. ED.1NG 9ViN. 1 1/2�: 1200 .......... ............. ALL UPRIGHTS 96"ANDABOVE SEEASY-3.57 FOR I>i?OPfAR�.4NCHOI?ING.PROCEDUi?ES W ever expose an �sha tededge t h 26"' 23 1/2.L #.:N y. ..rporpolh os -oppersorem oyees. A FOR GONDOLAAND WALL! WILL NEED TO BE ANCHORED* *:Donotclimboesta clonishelving. lwt 25.1 ....... .......... GH Pro ide safe acceSS�Lto�all levels of shelvino accordinct to OSHA regulati ns WARNING'NEVER STACK.ETENSION UPRI -.TS(EU).. .30,# 27 1/2" 162 n t exc d �pod capacity On,EU-Moximum ........... ....... # Do not move assembled unit. W toad capacity for E0:6*to.1 2#is 250 Ib per side,13,7 to 18'� ...... LEVEL ACING o:Donot r arr nge sheIv' a while mercbandised. ea a. in-. is 215.1b per side,19'�to-24v 160 1b per side.Land 24and NOOLA Do not lean heavy items against,shelving., 1UP10000b per sld�SEEASY-0 18FOREU..IN $zALLATION. BOLTING.UPPEft SHELVES AT THE:TOP.0F FIXTUR LLER THA All end panels(EP).and.other panels.for merchandisingor aesthetics must. WARNING!LOAD CAPACITYFORPEGBOARD BACKS: ES�TA N 96 M It 0 W fl- 00 (D MAX-15MSLforper I0W,6($pdn etlil,01'ace .side With SL have bases.in ordierlo:direct traffic away.from protrusions. Z.7 3001b.5 !de HS�.ff a .0v D y TU FIXTURE Z7 T14. ONANY -R0 W OFSHELVES ON FIXTURES . ...... SPECIFICATIONS 11C.Com UR THAN THE.SHELKS AIUS T BE TORE FIXTURES TERREL.L.JX: 800-776-2349 t�(==STORE:FIXTURE,% wwwpadl MMSTO 6 FIXTURES TAt Row�Bqx 7�p T�F�SE�1.TW.$75!§Q 8 - 'HERTHROU HTHE. 0570 7�9TERRKLJE El AND DETAILS 114-515-54001,800-776-2 49 214;�15-5QQ F809;ZZ§;2342 A E- 0 WEINFROMBELOW ASY 046. W Q�,t 3 OF 15 0 HOLES INTHKSIDES OF THE SHELVESI ASY-046 PAGE40F15. R .06 10/18/06LAJ8 ECNL#50M00010840 10 UPPER SHELVES 10/1 ECN#�606 ............ 8/06AA 00010840 DATE 04/12/13 ............ JOB NO. 13040 HE T NO. T - __ - - - - - ____1_____________,__ I--_,"-_ -,�-- I __ - _ __ - -__ i . � I I I I I I I � I . I I I . I -____ _____________ --__--______ ________- . I . � I . . I I . . :" - -0 A# s�l -1� " I . k _. I I; I ".�I -� #00ERT . . . I � � . .4 AC - 1. . � 1 04 % 50 f I I . I I 41 LA W . , ,oll 0,9 � 1k V,k I , . � . f-1p, . � I � �� W:i!,,�,kk 1;1'.) . ,-. 10, . .1 . . . I..,...I..,.... .........11 ..I 1. ... ..... I . 1. ..... �1. .. ....1. I...''. ....I— ..I——I.. .1. . �1 .11 1.11 I I . I...I I I..I..I. .I....I.I 1.I I...... -1.... I... 1. 1. 11 I—— . . .11 I ... ....�.I..� .. -11- . ef I I � . 11 .1 .. ila��...�I 1. I 11 . . .' ' . . � I . ... .1 -1 . _� . I� I .. .�I... I T14 I IQL .1 11 102" UPRIGHT 100" UPRIGHT 0 1 I .. � 1 . 1-1. . � 11 1 . 11 I I . 1. :q BACK PANEL IDENTIFICATION FOR GONDOLA AND WALLS � . . 11 �� . .. ...11 .I.11 � .1 0 OF 3 0 � . 1.�,,,_.-,......�� ,:...,1.,..-1-. � .'' . ,�...-.�,.�i.�.i�.�.�;".���.�":,.".,A.,.,�� -...11 . I il"'._ , , ,, - �: -. 2, - ;__ -�,, GON OLA IWALL P4RTS IDENTIFICATION,0,# . ��� 967UP1110K : ,.,.,,_ .. 1. 1. _, . ':.. ..... ,� -, .. .�:.., �_ - :_;:;�_ ,� :% . I I ."..I—...,�'_ .��z.. ....._.. I '%. . I . .. 7. .. .. . :.. � .. . I . _ . . . ,. I 1. I. .. . .., * "... ..�,.��,!i.�,i�ii�.::!!�ii�iiii��.������.,�;!�����..,.,.,,..- r�_'t I I I 11 I .1 . � 11 I%— ,.. . I . . .. .. .1 , �.,. "'I" ,, .;:,::��;,:: . .11, ..._ , � "_,ifi, L&=1=3810RE FIXTURES ���.:_ I—, :",1 ��:I I .; .90" UPRIGHT �:. ;.. -11, 711 I .1 1. .. �:: 1-.- I I., � C)CN .�� _��: _.,��_. �� N . .7 . . -, - --1 - 718�: -00 _ - _1 , V:;.dll I 1. ,i - .. ,� PQ.��?29TFRRfu-"TEW,700P - , ..:��_' ��24.��I-�a$� T . ___- ........� .... IIHI��Izl�l I .,...... ,.,.: 84".UPRIGHT ___�_..", � 14�, ..",,.", ", I r�711%_ "I - .1� I ,_.,t4o��4� , ... ._.',,'.�- - .. !, �.�,,� �?�,�'x�:i�: 2m-05-546o i 86(01-2342 1 1 1 " -. :I �:,�,� .1 e I �;,�:v. -... - -- .:, � � �:O�'. ,;, - .,�,.,,,___�.��......�,.j �,.,�, :1,: il,,2e.'��`,T�. ,�...� �, ,, () 't'7 ",.�i. ',,]����.,�!�,,,,t! �- �. .: ,��M��� ,�I � ,1:1-','.i�i��� � 781' UPRIGHT . ,1: . �, ,�,,,11',,,,�,,��i� (' �:, �,:""; . ���I�,��J�� . :,� � ���:�;��',��,�:,�'�::��',T::,::4� ' - - I M".. - - �_ ..�: �,..,: I �1. �,C 14 I ) , ,�� I I� ___ I I I , .- 11�-.*, . I �_���_ ::. ��:�Z� .. . � "'' - MY-' 4 PAG . ,.,��,.S',,�]�x,-.�s,;...:��.,:�]��x:�,,': o�� , I ,, 0 6 t6 op i..5.. .Atv.66. V, Y! �,: � T ".". I I . I , , 11.11.1 I ,:::.,;.. :;_�:�: ..-.1.1..... 2��'�j���'�,',�_:��::: - I 11 ,.:��;,:�, 1, -1 5� - , , :;:::�::� . .'", � . � �. .�", .. , I , .11 � ..i .1,�� ., , . , ". ., -I I � Upk.I I ..'��.-.,. ..... �. �WMGS.r- :, .� .. .'��,::",. �''.11. : �:�,. �, ,All. ,; ��,�,:�,�,�.,.�,�, � :�- :,�,, annowswo r.,,, , .�,, I � "�, .......V..,......"I � "-T��; �11_.�I'�I n 04 .. . � I 11-� -� �: - ��:%:::, ,;"1: �, _ : -, I 1. , . .1 1 10/18/06 A)B ECN#5000000108401 n 3GHT 211�_, � ,.K,,,;,�� I'll .:T:::; 1::_-. .,i:,��,,�,,������i��,,���j����:!�'.,�,��!���,'!���l��. `�11 S_n .S2 L() _ , , UpRia"T CAP �' ��' , _",�,,�!��"-z "I I I I . . I I I ij ." , . 1. , - I �..'_ o - 7_1 �;,411.; . - W I .. I I � I � I . -..-. ,� . �_ �.,�:: . - _' �� I __,:��4, .:��:_::��':�:: :,� 1- _ :,:�:_���..�:��I., , :,:;]��.*���i�': �. - .1, ,, '47, , , - I , ,�� :��],.,',�`,:� �,L� -.7,:x,:::,�,�:�:1�::��:�;!:�, 1--. ."''.. ,.- *:1 ,; . I, ., I ..... f, �41 ("', .:. , .11 "','"" . .`11.1�"'" �:, z ,�, 11 ; �, I . I .. � . I . _, - .1.I xl . .I Q0.110am . _'. 0',_., I �_� .41 IM_71,1' IV-1 � � 0 THE PARTS SHOWN HERE REPRESENT .. .:1 I , , , . . I - .- . �,r .�, ��_.;� �:K:�;� ,.J:ji_,:��;�i;.� _ _`."'�:,.. " �� I., �' I .., � :�:X.111,1:,i I � ��;��:%,:�J:�.111�11 . 4)* - , at 66" UPRIGHT ... _7W�". 1 -,��_ ,.,:: I I �, . ~Hlr .- I __ _ � � lfe I I 718!!-)�� I_1 I�1-111,_":�"I�;_�z,��:�;",.�:����A I '.�.,:�o�: ,�:!W ::,;:, T� ' �:' = 0(.0 , ., -.111. . . �1_ ..... - . I ,��.!��,, IM,Mr!�i!��M � ����:�::: Cn q?"-V"A**I � -orr � �� I ,,, is , = -T- END tWtft fy � I � ''.. .1 %�% 1%� ;: : ,,,, - , � �:, _,.. "I ,��, :1. ... 11 P, 11�1 �i��;�P`.'��`! � . - � :11":;.....,,,;�,��,'.�- . ..; --1,11 �� ,_:�,,�,�: ,� -- �, ", ,'��, I I .1 0% -0 04 () ...I.. , 1. IX", :�,-�.,��,-,�,,���",��i,,��.l�,,,:,::,,:,,"::,; ',z . � � .... I .1 n��:_;��.,,, .,�.,��,��:��!��,..�.,�.,�,���.,�,�...g.� 1-11 AW 44 4 �:. = , A WALL,SINGLE SIDED, SECTION. I I Z� .1�1 �1_. : r - . , � ,I ; ____ I . ��; : I . I . :;,� '. !", " %-1 : _:�;,,,,� �",,:i,;,"",�,;:,�,7 r��7 �7 ... - r I uc_01=.A65k, * . -W I .. I . I 0�000 , __.I., nt�,,-r," 7�_7 () , , . 60" UPRIGHT ----1...-1 CAD -1M ��:�,�:.��,,.,�,�,,.,,��i��.,.���,.,�; ,_:� ,.��,,,I ,?'.l� , . �,� * . ie" " ,:��.��;:�,;��!',;�:.,:I��:��i�i �!�� ._ " - � � !.�� " .., .", ,,�,O_V4 I-1_ :,� ' , :;:; " - 0 V . _,_�rzf__ 111�1,.�.-. I _:,:j��: �......i�::����:�:�,.�����::"".,.,���;�� _::�.�, .1 `�, ::_� ,: �, ,,�X.Iezl' .1 V . ������l!:i:�����,,,��i::���l�,,��:,�i�' , ,. fl��,��:�::!",zf�:��,�;J�,!�� . ,:��'_�_�:�;��..�V�,`��.:_�, ::�,:- :,,�,,,,_:�:�,,�:��,,,.�.,',:'�,],,,.:.,.��:,,,::����� �a`_;:;.�.�:�l ,��_�,i,.,�,,�� . �_ , � I I ... . _ " '. ,�. :.�,�i�%�i;�,��.,���"5�.:".,����,,,.���: �_ X.:_z � .14.. _-_-- .,c: , -,�: e� ,� , _ �� ,T, - F� 0 x (6 1, �, 1j1VjxA .:�]', � , I ,�!�� !��-�:�,�_�� %, I rt�_�Mtlr -_ .�_,�__ ��,'-..-_,, I :.. ,", j 1',�'..."'."; , ,� - ,:��::;,:, :::i:,1.I I�,:� 11 . - (/) tQlc:::::�� lli�,�i<97' ��,',1 i. I �,,,�:',,,����l�:",��,,',,�:��;���� ,������ 10, ,-_�:]:�,'���:!,��i_ ��,�:�': ��i:",:�,�: -1111.1-1 ,,�: �i ---d-._;,:, 1�,:� ,:�:,�,_ - f� , ��, el -rt I �.,�I 1: I ,. I ,�.� ; --::I��:,:"����:;.��:�,,:�,:�,::�.:.�i.:�,'! _ .., ::��,,, . 1-11 _.� , : I M. - - : " I ��L��]_'��,�:� : : _= - - - _ _ ._ :���,�,��_�::� ...'_��el,��:,��� :x::, : : 3: ca . . I I ......__.___.��.__ ..,..��%, � �::.,�, *BOTH GONDOLA AND WALL .1 .�,�i��21.'.,��,:�� ��,�,:��,� ::.�::�:,:�:,�j " --1,�_,;Z� -_-,,-� _ . %-,., 1- ,� , ,�,�::,";�l,.�,�.��:�,1,��,::;,� ,:�"::�,���: ���,,,:��:��,� :-:- I - fl- I � I ]�,:�.! I ..._ .; �;�:,::,� , , �e:��:��,�, 1,r 1.�,� �I ., , , I .� � . , I �!r:,!-:._.�i;;,O:.,. ��j�i,.�g:!�g�, I.." ..,.1 �:: -.1_1_11 ��il�i,��'11:�;;,,; ,',��I�i��, , ? :` ��,�:�,�:�",.�.,��� :� :; �� � lr",."""���.,��,:"�,�::��.,;�,,��,��,,�.��,���.:�� , ::,.��":,i ������.,�],���.��:��,,���:�,�'.,,�l, ��:;:��-. �,. - d) . 5 _ I ., I ,J_.4.,_��:���� , _i,� � ��, ,�j":%.,:'' . � � :: (1)Li -Z I......1�1� .._�- .1. � .� ,�!..,!],��:,�' ..'�1� ,�,;:�:,.��, ., -., ,�, �' . ���i:l I.. 1. _t,� , �_, �� ;'1. - �:!::� �- ,: , �:t_ , . �;�,::,::��:, - "I I .. .I � � _____ i��' ;00� I � %� , 1. �,�e�,�,]:,�,:�,��L:�;, I I :,�:_ = I ,�, ," �,,:��� I.s,�"I., .: I � .1 ____ M- �11111 �:,4:1.1�::, sm.N� :,�,x�'.. F,e�,T:�,�::� �; �_',��:;�,.*����,�l F.,z,��.�,i; ; �1,1,� �:,]','��:,�� _�d ±5 , . 1. I . I - ` - ,�. . , "l, �,� - SPAN111c _:le��...�*,, .................................... .....�;";... �:: �:,M,!� 11.�:..!�k�:�, -.11� ----------- � SECTIONS USE.THE SAME PARTS. . !!�----`E�� _:n� -�,___� ,__�...... 1. I'�' :, ; � .I .. I - I _ ___ I �, . ��. .. � I .. ._., �:���o,_ ,�, Co = . . 5'.., .1 I . - " - �.' _`x�,,e I r- iai�. 7= 1 - _. . � " . - 7� MM8109-El &El: ., , �ss-Elmmwmwa 7 _j � 11 . 1" :,���., 1111_1-11. ��. I � . .11 I . I SP I , - �66_0 $_Uv� � _ . ..IS-: �.� I I : () � 0 1 . ..1:--*, . .- ,,��,,, ": .. - ..I � I _ , L_ I � - I .. . .1 . ,".'�,:' L I 11:1_��t , � " �t 1 111�41 1 1 .1 .."... �. I .. I..I I 11. . I . . --1 � 7M7 _=� . ,__,% -,-----",",���,.��-,,��,-I,�,,..�'. ,.. �,..._!...�_,..._,._.... ...7�,_,1 _ _,:�, . - I �''�_--I—1.��, I 11_11�1; '. _ , - .. 1- .1 I , 1. � ,:,_ _ _� , , . 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I I ��: 1�� lfx,�,� 11 -1, �:, �.,.� _1,". ��� _ ._ - I `:'�' - , � 810TA&FOO M � ,.� "'. �,:::: -!!I�i��,i. slightly different,dimen- 1. (I 61.1 F., � t:Ti!��, , IF _ '. r I C ,� �� . . .. .0 . I I � Z7 �� . . �L�':��'%i��,'�L] , - -1 i::�j I L_ . I �:: � .:.�� L I I I . ,�, I., ..I � , ,� �,�.,,,e�� I I I I I I � . I : � ::,�', : ,�- - L - , I.. I .. . � ' � _�,�L � , .1, :: ;d �� ft 0 1:, 45" ,,�:��,I:z�,_m, � I I ,, . X7 TFA .1"', ... .::�,:,��lj� �;0]���,�� �, - _. 'j�'�L�.�j �:�,��:,]�����.,�-".,��';�����:.�:��:�.I �;��,:�)' , A2 0)= ... I I __�Tl .. ��.,�'i :.� � � .1 I , ,� , � ,L = ca , . ... I .. .. BSSIL-(ND DO NOT - - . . slons -see ASY 3.281.1 . ,� �.:� , :�� ��2,:J�,7�".:��I,:�,,�,", ":. ,% , � , . -7 . � -:1%:::,�''.':��,�, , ����!:, �� �1. L 1''..L.. I I .�-,& ,. ,.�_�._� , - 'a I I I I 1.11 . ('11, . ,� , �; : ��.�I��Y��I �,:�::j"�,:,�",._,,:, L .� I�'. '.L" I TH , I I - ��::l � , . 1:1��,� ,,�:,�. 11 I .�...�. ': ,:"L - I- _� :, I � . I .1 . L- ACTUALWID ka eTd ,0 z %� IX I ,el,:; a 6 co REQUIRE THE INSRA I I � I _!-N 1&.� L . .pie back.system l'an- .I. �q.. . . ","11"1�1"',`"' �:;:;�; ,.. ... I �� I . � BASS Uipr . .. . . IT ., . I . LEVELELR T A:16'�=3.4 � co C (D . I :. . . . 4- . 88QQ .. . � WHENCH . _bCMC:jST0RR FWURES JR els Will have slightly.dit- 0 0.0 LL I. 1. ..L.. �1. - .1 . ., ....L' .. D-0 ? 1 OWD64 stamp6d as� t*1 *,=44'=44 112 (1) - . 1. * . PO.80*729TEARE41,TEXAS 75160 .ff Q 11howell""44""t. .. ferent dilmensions...sea . a) ID I , . , . w&� . 21 14.15.40 I gaz7fLalu . .1 I . I to I �.. .L _ "��. . 8". 9 I ASY 325.. � I CL 3(U) . � � � 00,00M -0 6 PA�SE50FI5 AEV.06 I � 1-1 -a 016 I 1 : 'ASY- 4 . . . 1 . - I 4EC,(:M,: I . . . .. .. .. . . 11 .... .1.� .. I .0 . I . I I.�. I. . .. .I ..I I . . I . 1 10/18/06 AJ.8 �ECN#5000000 40 ..''..1.11.1 .. 1-111.11.1 111.1'.. . � 8 ...--_� I . . _. ., .... .108 1 L . 11 L .. I C 4) I . L a . I I . . .) c E � i _______ L -ffi 2 L L = . . I � I &_ (A W . I (1) a. 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I� � . . .. . .. - . . VIEW . . . I .1 I ._�- .,I . N . I . 1 2 . I BYAUSHIN60OWNON . I I . . �11 �, � 1,3�,�.."'� I _',_ . FN" I. 1. �,_w_ . .-.--Z- I ...I .� .. L . L. . .. :1 I L .. � � 11 -I.. , . I . I .. . I I .1 � I . � GE"' ' L '' 7N�..q120,! 1�_� , 0 . I I �I 1. 1. � . I . I I I . A - � I I I _� �-_ . : I 11 I--- : : i .......... . ::=.:......1W.:-. 'L 'UCKPLArg UPRI61ITS STEP6 1. I NOTE:IM SHOWS . __?�_ .. Wulilfe - ____ IZZ--, .. 19''Op",I e . . . . ... . . L : "'I-- .(;;;�___ �� .4 J I., I——I .....'... .1 . L . .1'..�I I 1. _.. I � I �.__�__ . I L . 111 , . 11, 11 _ ____ L 11 11 I . I - 11 ,�< .1 0-OLKILIN11� 1- �1. I .. 1. `"_.__.. -..... � . L I . x I _-.__� I . I I I .. ""LL.L..-.1 I I I � * 1. I � LOWERSPANNER. L...........� _. , . ... .. ..,.", .., , ,'' I 11 .1 I , ?,.�, . L J.11. I',-I L I I I I . -Aww - -,--. I I L' ' . . ."..I .1. .I . L L- ..L. -1 I I REVISIONS I I I .. :L I � I I ,,,,,IN - I ,. �j.L� IF ,4(*�".$Hot . I : TABS ON.CENTER NOTE:IFLOW CEILING CLEARANCE PREVENTS LLATION OF I . . .I . .. . I .1. .� � ____�AIFW- INSrA ''"'''' 'L' . � I � I � I N. I.. � I 11� " . I :� L X I L . SPANNER WILL NEED t%jr; 1: 19HAIX � BACK PANEL S FROM TOP,BACK PANEL SMAY BE BOWED SLIGHTLY . ..'' , ,;.....� I . . 40 I 1,"''L",......L..............*---..,. . .1 I"... _ I ,___1_'__ j______;1,. I . I ..I , 5 . I I . . �. ..." �I -----------------I 1. .11 I I ?�,�_ ., . i ..I L I .... '117A. I . - . . I __ :__, , WWI . L t,1: ANDFLEXED INTOUPRIGH BE CAREFUL NOT TO DAMAGE �, 14 1 "O . � I . , .. .. - .1.1 � . I -1 I....1-1... -1 I 11 L V� I TO BE BENT IN. L I. L .... . I. I 1ACKPANELS1 . .111, � I L I . . ;�. 11 . -11 I ,� , I ' .1 . SIMILAR MANNER �I . I . I I� I I L � :-413ASR 6" . \� , I 00 L _____* . I I I . . � ; I -1 L ...L' 1. . . I I � . I . - I I L r. . L . . . ' I �...... I ____16�� L ..... I . ... 11.1. ., 1. ..........�_._:.1 tF_jjLf*:j I I ; ldl L � th,'SOANNER� � I ;.. 1.� I ......I .. � .... � I I 11.1.1. -1. ...... .--- . . I. . I I L. .1. I .. .L .L. ! I , . I I_ , L L � .1 I I� [;;��� . - .I ...I 1111`�11_1_ . . , 1 . . . . . C;zZ=,,------.--j,r;;;;;;; �"_ 1WV46110 ;I I �. ., . . .. . . I -.1... Sn", &,_ ' L- � ,* : L I . ON VE IN PINS I I . I � 1�-` 1.1. I .......1'. __ . . C:;��� -- -_ . .._" 4 10,C)^ATF. � . . � r .. __ I ..1�..A1..--_j Q..;.',,,.-.J%..._...... . : . , . I L I . I . �.JLL L qLL.UPRIGHTS1 L. I "I . I I . I . _ -A I I .1 L . I Al 61 : STEP:6 � I . " . I . I . d4A��Ike L .- 1)LOC. ATE"OPEN.ME FIRST-BOX.AND REMOVEPROVID'EDL LEVE�ER WIRENCH . .I� I . 9)Install the back panel:from step.4 1 :��.. . I I� W � .. .1 .. .. .. � ' ' I I . . . . . . �L � � � 1. " (L I I � � - ..TOOLS NEEDED INCLU.DE,LARGE SCREWORIVER,.CH.ALKLINE,.LONG..MEA$UR TAPE,NYLON.STRING _� I I Slide down from tvtJ*... I �,�* - - . OTHER , I -1 I.E , � , 'L , . I I - I '" ' "' I I L.L.L..L�.LL.1.....-..-----1-1.......��........... I ... I, 9.1.._L_11 � -1� I 11 L' - ,�,,_ � . � I MATERtALFORSHIM(S) . L I . lik 0�� ;__.,L'-.-.-- _� ".. .: I I I . ,L Ir Ir. �, .F - I I - . . � I � I � I . . 11 I �� . -11 I 11 2)Snap chalklines on the L floor for�fixture alignment,using,d lagtam above as a guide...ALLOW 1. �I.. "I , . ht ". I -1 , . 11 . � . . � � L L I . IL . I'll L. 111. . . I lz� . .. Uj . I . I .I . - 1 5/8"FOR KICKPLATE RECESS 'N_11. . . DO NOT DROP BACKS.ONTO i � I I :; N � . . �I . . . .. ". I . . I �_ I I I . ., .1 . I I I f il � I .. < .1 :3)Lay out parts m shown abo withkickplates and spannem end to end..A I upright should ove 16D as I I THE.LOWER.SPANN ERI .,� I 1 C3 .1. . .. . -1 .. '' . .''. --vel . I - .I ... -1 I. -1 L 1 . .1. I I .� I I . I I., vi' -1 - I .f1-,",L, , I . - I 3 . : r. I n:in I I . . ., . I - show , side h, bottom o each�,u pright wi I I stan d a the kick Ia e:16ints...IF.RUN IS 7 I it,� &-m . ... . . � . .... p a . WOR I . . L - I � t . . ; oUtSpljCL '' ,.' _ I .. It ' ' L L" ' _ �. I I � 1� I . . - .1 1 . � .1 I I .. .1. L n,to cen.er spanner. _"�, .� . .1. �. I..L....�L I . I I I LO CD I,*- 00 0) � HIGHER,lay e ' '. th:4dditio, I .1 %, &� 10)Stand remaining uprights in r n,installing -- I . C) . � 0, I - �, .L .... . - .. . ' 'L i I T_ . t"' L *11...ONLYLOWER BACKIS REQUIRED.FOR I �� .1 I �I.. I I . I I I L 4)Laydne back,for first.sec ion.nearb _lF THE RUN IS 78"OR HIGH , . ... 11 I.. .� . 1. . .. 11-1 1. I . I . I I center and lower spannets between the .11 L I ., I . � . . I I .. . I I �.O. I , . I . 1. . . I ft, . .11 . - . 1 11 .. : - �� 1. . UARING...extension back is not required. I :U P r 1.9 h tS, : ..... : . . - .. . . I I - I I .. '. � 11 . 11 .. "I, L.I . L .L ,"' 'L I'll . .. . . _ I ..11 . I I a tirne....rUL - � ;k 5)Insert base shoes into all umicihts...shoes do not have to be locked in tthis n upright leveleirs . . .� � "I .. ___ I . FIXTURE f -, � 1. � I 1-1 . . L . . 1. . . . I . .I . Aa 0 't , ', 'L, ,� H I I I .. ,. . � Aa I I I . I . Irm L..0 approximately 1/4 1. . I . I . W: � I I I I I � L _ .1 ,, L..1. . . .. . . I I I 1 1. . 1. I .. " ____ ' ' . L L , " pi h i 'tiC L I and push down,$L bar ly�oa .. .1 ,n,,Lif th do not lock inj step'fiLL rMl y'on to'o I I I � I I WARNINGI . . I...'' . a . Q Raise fit tu Lng..T To ver . .p se'shoes should lock ey . , . . . I .. I I : - 1. .. .. .1 . , . I . I� � I I I I - SPECIFICATIONS . I . L I 'L .. . . 1 . L .. . I . I of shoe to,Iock,.FOR STRAIGHT LIN.BASE SHOE(OSSIL)Note. rning la ng ., ,eengage ,ji I =='OtakE 0j, ,,_ -L, , I . --7.I � .. C=CM STORE FIXTURES wa .bel,Nr jocki tab Sliding tab mwt.b. d in Up ght 460. n I .. . . I � I , � . , -4 XTURES Never',allow fram ework to s tand alo,.e.un,01 aback.. 'L I �I �... .1. .. L I . . . 11 I I . .. .., .. I ... . .. .1.1 ".. ... .....- , I . I I ..1. ' I " L ' � . I _ _ ,, __ .. - . �. L L .. .1 � . .1 )I- L *'* ' " " ' , '''. ' L L I.. I �L I... L I �I . .I I I P0.66k 729TERREU,TEkM 151'66 panel is In place. Framework may fall! 7. . Pd.66k 729 TERREU,TEXAS 75160 ETAIL I . I. 234-511-5M/aM7 6-2141 . I.''..1 I . .. . . I L .. L' I. 21j-.515-54AjAW,ZZ§-21!U I - I : .riv L e WSRP pin through ,b.-upright base shoe , . . IL . . .. � .1 L I.. I NOTE.-ONALL UPRIG. .TS WITH OS-(ND)TYPE$HOE.*lay uprighton flooL r and d t e ,.a ncl .�. :., I . . CENTER SPANNERSmUStLbe installed. %_"Wiv :*.1 I - . .. . � . ..__ . .... . . . I - _ .,..... , .I I—.�I 1.I 1 ,. 1-I 11 . I .. �, 45 �.. 06L . sh ' L -046 PAGE80F15 REV.06 I . .1 I 'L L " . ASY L - :� 6 PAPE10F45 R L' ' . . ..1. I . I . .1 111. I S"D n Vn il it is fully seated.Leave 1/0'to 1/4"'Op betw.'ejen Din head and side panel of shoel ASY 04- . L...... L V. L . . . I own-All Upright oLnot drive th WSRP pin I .. .I _ . 11 .. 6/18/06 Aj,' ...,� �. - I . .111. . ��� .L� � �L...... 1. I..I I...I L 11 I 1. ''I''. . 11 _ .1 . . . . 11 1.1. -.1 . . L,...1. I I.....'',..,11 .... ....I.... I I I .1 . I . I... I I � I . I .....I.. I JB I I 1. . 1 . . LL I I — — I 1 .11, .1 e I I., .1 I,. �t.. ., _. I...— -, . .. , I I L . I 'IotiAloo A)B , tcN#sbo-O OMM] . . I ECN#500000010840 DATE 04/12/13 . � �,�..:,�_...*''..'', . I ..''' ..,...1. .1 1. . I . . L , . - I I � I I 1. . .. - I I � I � . I II ___ __________ � � I I . JOB NO. 13040 . . I . L . . I � I . L . . . . . L . . 0 1 1 1 L . I SHEET NO. I -r- I 0 . � I . N I a Lf� I , ` , * le I A I,fp I m IiS� 1 :*6.9 151 H I I _,".. J_ .. � I- " ..... - I :1 I , I I I - I11 I , I � 11 I I " 11 , �. ,r � : %, AW . . C, - � FE I i , , 11 � -"-,.� I i, F I *` � I I I a�___....-.*�rl I �. � - I . I . I . � . . I I . � . I I I I I . . . I � I I I 44 2 Li K %V ORN ASSEMBLY PROCEDURE.i.0 UCAPSTEP20�� VS; ASS9MBLYPROCEDURE0.01 OF 0 LIC ez� snqNw)�sTEPig. .11)install all kickplates...kickol directiv in.frorn front.. -ate5 snap, UPRICHT CAP TASS.ON CAP' WILL GO INSIDE UC�,�$TEP 20 --00 1.2)Poll both,end Uprights forward tobring.the kickplates.to.the UPRIGHTAND chalkline,then p lun usng,a.1 I fatia of Uprl 1b eve against dht and: SNAPTOINSIDE adj usting the base shoii 1:e*vel ers.; UE( OFFIRSTLANCE. LO .2 VC ONCEIN PLACE OR (0 0 13)Attach thenylonji Ine to end.u prig ht asshown.Attach.1*..no at VC UPRIGHTCOVER CAPINILL NOT MOVE -0 C%4 0 corresponding:slot on opposite end upright draw*taut�a d STEP 10 0 y 0 X 0) Z! ca 174 14)E I all up 10 Iflo 11 d ni ethehl hest LL upright in:run,excluding end UPI-1911U,.Pul[this highest upright. :L. forward.until,kic p k .latels on the chalkll e.If run is a gondola, 7: -J plurnb�at base-.s.hoe level If Js�a wall*plumb at upright ers i run co V and base shoele elers, S8SL C:U) J BASESHELF STEP23--\ MZ= lie LO Theremustbe enough clearance between.the bottom of the upright he (0 andthe ad of the level lea to allowinstallation of anchors! W-9tM 4-0 N TABS ON SPANNER II&K 114 THIS.CLEARANCEMUST UPRIGHT4RONTOEW NOTE: SFA-RD REGULAR DUTY FLOOR ANCHOR CHECKALIGNMENTAND WILL NEED TO HAVE -0 AtLoWANOO$ TiDFITIL IFITOECOMESNECESSARY LE REQUIRES ONE�(!)FASTNERTO FLOOR VELOFRUNBEFOREANCHORIN61 TA S REST BEHIND ,tONLY ON GONDOLA UPRIG14TSI 0 TO EXTEND THE LEVELING TOP LANCE AS: NOT ON WALL UPR16HTLEVELERS -I ','SHIMS LEGS BEY*ONO 1� > .12 SHOWN 4, 4,9 S MUST BE USED TORAISE 1-- off fl'' -.EgSTEP 17 as "o 17)On gondo' a.upfightsonly:Run leve egs up, the THEFLOORLEVEL. STEP 2,1 app.toxlrnatel�1/4. THIS:APPLIESTOALL GONDOLA UPRIGHTS 23)Install base shelves Visually heck REGARDLE S OF ANCHORING 8 VL ELERS ARE ANCHORED. base: elfall hMent.L 0 ONLY BASE$HQ.:LE < .0e ON GONDOLAS,NOT UPRIGHT L.EVELERS a ;st shelve 0 24)L 11 UppL -S dnd-accessories. 1.8):R ov AheA lo,,n stL r i,n'g used I le ollog a nd in'stall all remaining backpanels SFA-HD REGULAR DUTY FLOOR ANCHOR., 11 the run Ca REQUIREST (2)FASTNERS TO FLOOR 0-.,e wo DO NOT BACKS ONTO 0 If trim of Melves dd THE LOWER SPANNERS! A W -.20 RNINGst 0 not.0 Odd nof.pass 19),Ins all top spanners.Make sure tabs rest:below first lance as shown.Install.uprIght:end 1.5 Workin With the.remaining upri h%in sUtcesslod bri d VC'Is. THESE MUST BE IN PLACE BEFOREUC G 9 9 D. ..NOTHAN $HEL G�PEO HOOKS. 1AU litispec* 'Covers.UEC IsLol StIC 42-0 kIckp ates Up to.chalkli.fte,then.adjust*f6r.hel: h 1-htleveler OR OTHER ACCES$ORI.ES THAT EXCEED -0 8 00 recheck plumb&level. (UPRIGHT.00S)ARE INSTALLED, 0, and plu mb at base shoes THE DEPTH OF THE BASE.ON&GONDOLA L- 4 1frun 145.notplohlb,044 20)if. - S Up VCS(metal upright covers)are installed,Install LIC.(upright caps)so that the short: OR WALL. 16)Raise or lower end upri.-h until slots on ends and hlghest� ight op 0.ED a pl stic extrusion is captured in the:slot at top of the Vit and abssnapbehindi lance SLelL 0 g�ib A correspond relat.1yeto thenylon Jlpe� 14513-1-6.. 4F ustrat on top right. TM, THENBEPLUMBBOTH END UPRIGHTSI A .21).To Install the.:BEC.s(Base End Covers),simply slide.them over the 85(Base Shoes)The BECs CZ3C=3 STORE FWUREG =MOTORS FIXTURES Ca r- Q ........ WARNING! NEVER EXTEND LEVEL . ... are held in placeby the..b*ase shelves. 0 0 X- 'j6o - .I I. d. A0.DOX.729TEAREL�T01CAS 75 BOX 729 TERRELLJWS 75160 Q"a STEPS 15&16 1/2"MA 2.14-515-51 LEGS O- VER 1112'.. -2JA-51 5;519Q/f42�7Z&2aJ2 80077ZCL2349 Q YL -ANDL LEVEL OF*RUL N.If flooranchors.are required ca V) 22)VERIF ALIGNMENI install them now. CL:3 ASY-046: PAGE,9 OF JL5 REV.06 ASY-046 PAGE 10 Of 15 REV 06 au Vt SEE ASY 357 FOR PROPERANCHORING PROCEDURES 00 AJ8 CCN000000610840 i0/t'8/06:.AJ3, E04500600608410 r(D LD- E Ca W (2 Q o i> 40- 0) 0 46 (1) Z 0) 0 ENO CL 2- t=0 ca r=C- 43 r- 0 >%4D SO ca.(A 01 .2 0)to) .E- ra-) 0 r CL WALL RUN INSTALLATION AND WALL RUN ANCHORING...., FIXTURE LOADING AND PRODUCTSAFETY-6 Q --- CL GENERAL EtitmoToftE FIXTUMS a: 1 1. co 0 top of s Uprights will be.anchoredto single run of 2 x 4 furring strips secured.at approximately 81 below the the upri0ts,subject. o eve Ing.- Box RELLTW$T5100 3: P9� 729 TER 1)Contatt.the total�Ulldlnci cl.60.4rtme-n.t tartin;q install 0 A to checkLo st IFCANOPY IS TO BE.USED, P. Por .0 a o n any re .rictions. *Determine.run lenQth anci.location..then strikeia chalkllne�dn the.w.alf at upright heigh NS, 211.4 .5 T,minus 8" 7 "VLTI ,, TALLATION 2 Only parts and accessories prod ced or supplied by Madix.are,covered a x warra,ntv. L by M cl i ...... -046 PAGE.O,O.F.1.5 EV.06* "16 ASY to align th furr ng strips. Q �e to e qe of the I p �d.- INSTRUCTIONASY 092.. .3)Installa t b foil dex tlyfo.ra.sseMbly-a.6d!e.v.ellh..g. -0 n:sequence.mus . e owe 0c 10/18/06 AJ8 ECN#500000010840 rt with a 10.!lona 2.x.4,finishing,the.test of run with flong 2 x4s,this insures that up ghts. 0 PRIOR:TO PROCEEDING id da Maa 0) Ca 0 4)Under no 1 �.umstances sh.00 ed Parts be used will notbe on ajoint 0 00 0 A 5)Do not use�.shelving parts or accessories for anyL purpose other than:originally intended. LL 0 ts. ONE 2X4 FORUPRIGHTSVP TO 96 ........... 0)InSta instructions with product load ratlngSL�arejncluded .,,h.orde,r a Rd:m pst be fol I owed ca-refu 11y,- Co' t Ct.YoUts 4- TWO 2X4s FOR UPRIGHTS OVER 96 p.oyees:m s specified.in.load.ratings,If you dobot re elve thes% L 9 7)Ein -1 ust be made aware of possible overl6adlng.a c pinse n a a 2 (A CL ONE-2X4F0R.EXTEN$1ON(EU)UP TO.36 or�LCUStorner, CL seryltefepres.e..ntatlyeO TWO 2X4s FOR EXTENSIONS(EU)OVER 3&' r 8)Initial installation or relocation 0 Madix gondola or wall fixtures.should be su I s iveiy by q u 1 46 pery sed exclu, alified personne 0 Installation of wall fixture follows sameprocedure as the gondola 0 (D E R instructions,step 1.through I I.,EXCEPT:: WARNING! LO E E GONDOLA/WALL SHELVING :3 0 CL FAILURE TO PROPEALYANCHOR WALL FIXTURE 0 al e or accessories into the sid f a shoes-On that side. E 9) Never install she v S e:o :an.upright thathw nob sL co No chalkline Is necessary.....set.bac'k ofupright's.,approximat6ly 0 SYSTEMS AND"IfOSION$MAYRESULT ILif away from furn ng.strips. 10)Be sure:all shelving pa rts.or accessories are com pletely seated:in Slotting o r perforatio n s. JN$EVERE INJURY OR DEATHI helv *If using basic upright wall mount support,.BUWMS,install in g. rsta dIngQh evinga a dcludihg Ws es. i-i)Dd hot, rmittlimbiii t* ny UmLi-J pe Q ...M -sh 1* 4 s USEANCHORINGHA.RDWARETHATRESISTSA ........... rear sided upright in Oth slot ftorn top. 12)Do not attempt to relocate merchandised shel vies or accessories. MINIMUM OF800 tbs.PULLOUTFORCE. TRUCT ION 1:1)Never tf t I if handis0d. MANY TYPES OF WALLCONS WILL BE: -y-q�moye. letod'fx u.es,espec a .y N merc Push fixture back against furring.strips and proceed with ENCOUNTkRED.USE' 4)No shelves or accessorie uld,pr 'ect past the:front of the base shelf.; FASTNERSAPPROPRIATE FOR s sho 0J plumb and level steps:12 through 16-Visually sightin I I'll�� - .1 1. 15 REVISIONS BUMS Base e' eL Ins a ht end covers mustalwa b 1J.- t.lled-at the.end-of a ruri. kickplate alignment.. 160TH WALL:TYPEAND LOAD SITUATION. n Cove YS ENG11VEER F flf using BUMS.wall.mountsupport,secure to furring strips CONTACTA LOCAL.STRUCTURAL AMILIAR 16)To avoid collisions with upper shelves or accessories,all displays used on gondola ends MAD1XL with app, te-h rdW hi b h CODES IN,YOUR AREA CANPROVIDETHE% ent. ropria a asnecessary. WITH should have a base shelf,metal:end.flat,or othe(l)+Clse end treatm are,.s.+1imm ng: e. ind the BUWM *if not using.BUWM+S,secure uptigh t6furritigstripmth roorime 1 ppp.- CONTACTFOR ASTRUCTURAL.ENGINEER IF REQUIRED. fasteners into 1 Oth slot from too. 4 ..-y MA X .1 L0 +AI) APA' CITV IN POUNDS ,1f base sheives.have+a wedge shaped gap,it will be necessar Complete steps 17 through 2+1.L to push in at the d/or pullout�at the adjacent gop an F L AL T UJ nt of me the base shoe le WITHOU I - &J?n�. Fmd suwms: W4RNING!. W1LTffB.UlNMS Type 000h L64ded Load�d joints... adjust I� . 8�� 6 15 ID� -velermaybe hecemr Row I) �C ..ALL.CAPAPTIE�ARE.FOR C [:]F .30 _]EJ Ej, SU # : 125 -6 Mix 2 #'-10W EVENLY DJS TRIB U TED LOA D. W 20n 24�!L 1LW# ........... .......... C4PACITIES ARE REDUCED P�ULJLJ 1V .8.Y3096' WHENONLYTHE .0 Tilt 17 FRONTHALFOFTHE N CO 'D 1- 00 W -------------------------- --------------------------- ADEDI ------------- ------ SHELFIS,LO Z7 n rilla ALTERNATE METHOD....Follow instructions abQ eXC 4(1)LStrik 14' ye� . ep. CAPACITIES LISTED ARE FOR TPA 7755 55 r7a. FIXTURE the chalkline on wall a t.updahthelg4r,im L n us 2!....,thlsNne,is to trark anchorlocarions ZU Ju" 1WLW- U1210 SHELVES INSTALLED IN,MADIX n.0 0;6 SPECIFICATIONS furring strips will beslightly.lower,(2),Orn-it u-seLQf BUWMS rfa t n rsL n1a -------------n a na Secon r--IC:I STORE.FDCrURES MAXI SHELVIN6 SYS TEM -30WMW1 (3)Cut 2)(As.to section len h Set2x4on S 112"&r4L,34 1120.horK(4) d.sponner P.O.8dkMT.f-kRttvEXAW5160 lancefromtopo upright and secure to the wall using theappropridtee tasteners for wall ONLY! done".iL MI&p 14 k 111 AND DETAILS "I, h& L I t pi?and 16adsituations. y ASY 04.6: PAGE I I OF15 R,EV.06 10431:06:AJB ECN#$060 1 846 0 L DATE 04/12/13 JOB NO. SHEET NO. IF ROBERT J. AC IA . I � Lt V 91 I R LOADING- T Y tXTU :L I�r R D�► T F Y OF 00� DO 'r XCEEDANYOFTHEMAXIMUM LOAD LIf�ITS IN THEFOLLOW1hCG SECTIONS1AWARNING! E � O N �lA RNI G1 DO NOT EXCEED AN Y Cif`THE MAXIMUM LOAD LIMITS T.S l THE FOL LO WING�'E TIONS! ao AM. _ �' i OFFSETLOADING N +COLUM LOADING _ __ _ . . __ . o i Dff t caa is asure rn chl n nds and re reserls the bendrn la +d at the boss shots connetFtrcan and the a rr fit.Tc deterrttrne rf clu •–u7 se,1. drag _rile_ d _, rt R ._ _ _ 9_ _ _ p 9_ Y — ........... .... ... :. .... .. ... .take ...vett-.. . .:.:.:...:. �:. .. .:.... -: •:. ... .. ....., .. y:.:.._.:..� CAltrrrtn loading s the toad treasured = FRONTLOADED SHELVES r _ � _ exceed the_load lur�rt of the fixt�rr.e� take the difference betvrreen the larger tnchllb.tcalc�alatrons on one side of the fix and the"in llb. — 0(.0 l _ _,... ,. ,_ ,,.... vett ,..-.....,.., ;.,..._ _ .,.. ,...,;. _ s vete .:. _.. .,_ - . I In.pounds,that, n be q /led on any upright., — .. ,, t c ltrn to v �,p �' lc�ntr ns on the other.Thfl Dlf'i�ERENC'E CA N4T EXCEED 1�QQQ lNC'I,t�/LBS.fn the.case of wall seg tans the ,�Iru_,� o fOr h. ane side — �N / l#�t��� �"!Frontloaded �tefVs�re�t��°h�rna�L It� l rtuc�ti�nca, . t . 0__ _ _ __ _ � _ t�. _ � _ _ , ro`.y i. Each u rt ht bears ONE HALF O THE _ . E CANNOT EXCEED 1 15, 00 o x vi for exceedin the fixture fond'ng Hca ,ac�tles.Com pare.the I creases i i Zt CU +D�EACfY SHELF Tl�',A7`�?"SUI�'��I3T,S la inch/lb. 0adin sof front�.lvaded; helves over eveni loaded shelves — � a�L- Y f _ VENLY LOADED SHELVES O .Gt��' DOLA _ — �' � .a? l ' lXI1t11 COL1t+V�1i L+ Al7 I.S 5'3 11h[1S , . , , PARTICULARLY ON WALL SECTIONS! r r ._ r ual shelf load _ = CU i Divide each shelf depth by 2••.rnultiply times the weight on shelf to determine ind"rv�rd _ � J o DCl ADT'EXCEED!' - A front loaded shelfhots a void between the bask aneI and the _ r 1 1B" x 3QQ lbs. or 'QQ r ch lbsCU , . . 251 Z7001" r _ 2: �r: 3400 lbs. or 3 600 rnchllbs. - TR E 1«RO I 80Inch/lbs. cv merchandise.Take one half the/called area drnfienstrrn las the _ D 1B 1 x r SUR ACT I. . 0 u7 ..,..: .., ... .... .. .... -... . ....... :._. _ .... -�.... .. .. �.�: : :pew' ��. .. <': ''::: .. ® W a dim enslon:at back rt n ult� / ttr». the wel h t on the shelf D3 22 f -- l l x SQQ lbs., Or OQ rr,ch/lbs. 01 3� El' -8 700 Inch/lbs. 500# 50Q _ — >N in-order rder tt deterrrtine ndi�r d4nl._Ch.1lli..load. ; ICE TOTAL– i t�3QQ in lbs: r 3 ,t 001 achfibs. Q Ln 3 750 lbs. los 750Ibs �15001bs, � � �_ p2 �Q� 0 E2 i P El ! ! 9 x 30 lbs. or 270f?Irchllbs — SAFEI. ,1 QO I fCHILB,S.DOESNOT OT N i - (D —� 1 "—► r 1500 tbs.divided'+ 2� E2 IS" l 2 � 9�, X 300lbs. car' 2,7001hthllbs. 1i"' 1�° EXCEED 1�5 000INCH/LBS 1'�lAXlh�1UM ®.... R: �" _6" S" i' . E3 18 2 11 x 3QQ lbs. or 3 300► chubs. 75f1 ib ctrrrtn lo+ d err the center upright / E FRONTLOADED SHELVES Uri GONDOLAS � D � ,,. : i .Al Q# B1 A l �'J,. + 4"' 3QQ lbs. air 3,30 ►inchllbs., r t��� SIDE E TQTAL -= 8,70Q rnchllbs. ,: , � o ...- gyp: .. N: 7� 4 6k &" A2 7'" + 4" = 1?" x 400 tb's. or 4,, 001hchlibs. i i 100# 100#: A-3 + 4! 13" X 500 tbs. tar 0 500 inchlibs, SIDE TOTAL 14,200 tnchllbs. i 100# 00 o 411 6 � �J x ®, or 34.001nchllbs. i 500# 590 � --- o A3t B : �� t p a o 2 + = 12" X 300tbs. or 3,4Q0.1nchlfbs i 100# � 100#. JJ. .. �J. ... Ji [--- -p -. __ - ... ......_ ...._.... ..._... .._.... 22 22 B3 S �- � .- 14 x 3t�Q lbs: or �2�0 ench fbs. r � WALL SECTIONS-TOP VIEW EVENLY LOADED SHELVES C11�tlf/ALL.SEG'7`/C1f4�'S" _ stnE a TOTAL 1100tnchll6s. i 200# 200 ti times,ttirei t E1 ! L o Y: .._._.:: ..._..._� '7: 1 Divide byZi.mul pfy time__ he _weight ° o on s�helfto determine Ind vldual shelf,load ��' WALL SECTIONS'-FRONT VIEW _ SATE!11,800INCHILBS.DOES NOTEXCEED v— �° v°� St18TRACT 8 FRa I A r F1 1811 � 2 �: ,91" X 300 lbs. or 2,700.lflc'hllb s. F2 1 ,200 inchllbs 5,000 lNC`1f/LBS.MAXIMUM o�L ,: 500 tbs.plus.500 tbs. tbs. -rr, v inchlibs r' F2 1810 f 2 9" x 400 lbs* car 3,600lnch/Ibs. ��� -° o � i 1QQ01bs.divided b F3 22" 2 11$` X 5t3Q lbs or 5,50.0 1nchllbs ;�- ... °— ' N U 2,800 inchfibs 1 500 Ib.colunin food cart the center upright' SIDE E TOTAL= 11,800 rnchjlbs. F3 c ° ca 22-21" SAFE-2,800 INC�F ItSS # ' r r n :� � DOES t1Ct)T EXCEED i c o cn _... 15OQt?I11t+CHlLS �d3rt3RE Frxrs a .0 • i. rel l 3 rrQRE F[}CTtRE tAXIIUfI r acs;ax7sTRR€li Tf7tA55iBOX ,° Z t ; 729 TERR€L4T£KAS 751�•0 ASY-046: PAGE 11 or�s REv.06 ASY-046 PAGE t a or 15 REV 06 Q=�_n 1fl/18/00 A18 E0#50QoWo1U84U 1of18/t3G:ASB EC�1#SUfX?O�OIa84fl �� o c E 4- cc2 ID a cn o ° a� � 45-0 2 O Ca Cc Qct. (D a ccnn = Oc U O 2 V Q,F a 0V, a._ 3 o .. .......... ..::.....................:-... .:.:... ....:-.. -..... ........... ... .-..... .......... .................. ......... ............. L.2 co .vete .. .. .. ,. - Co POST THIS ENTIREPAGE INA CONSPICUOUS PLACE CLEARLY VISI LSE ASL STORE >f L PLACE, N � O RE-LEVELING O OFFSET LOADED FIXTURES � 3 L _ e) AFT R E FIXTURE IS Lt�ADED I A GAPP# �OF Tl-1E SHELVES}APPEARS ON THE HEAVILY LOADED SIDE IT IS POSSIBLE THE ORIGINAL INSTALLATION: z ° E TH. t F N , IS THE CAUSE.. CHECKTHESE TWO CONDITIONS BEFORE PROCEEDINGi 0 U) ° O CAUTION!BEFORE`MAK iV6 ANYADJ STMENTS TO ANYCO1�COMPONENTS BE SURE T` ATALEMERCHANDISE�AS BE'E`N BE ` VED. � o o�: V Cc 1 ALL UPRIGHTS,MUST SIW AT THE SANTE HEIGHT# CAU / I Q A,Vlsually sight across the top of the fixture to check forhigh or law uprights, E ca 2 a 8 if a row of shelves at a particular upright appeat tri rise car sag at this indicates an unlevel section CARE SHOULD BE TAKEN TO AVOID TO CORRECT:Pull a string across the top of the uprights frc�rr�end to end, ACCIDENTS II�I.IURY WHILE j �o 0 Er- IF THE UPRIGHT'IS TOO LOW.on lightly leaded section... At�1CtSf II�G�"IERCl�A14�l3I�EC� � a E o a.Raise base sloe levelers on each side equally until upright touches stringline. fl)(TURESI LO IF UPRIGHT IS HIGH on lightly loaded section... M �C0 E % 1. Y. CAUTION! qt a.Remove klckplates On both sides of the low upright. N b.Screw upright leveler out,of dovtn,raising the tip upright ur►til It touches strincilne DD 'tT # ELtAEC1I�ITtiES ,� c.Screwbasg�y�shoe levelers do �y ane ual r un e of turns until lase sh€es:lark u[� (ainst the upright, AL AYS1.RE 1.t�� EMER�1�A1 DIS IF UPRIGHT IS 100 HCGH on lightly or heavily loaded section... 'T0►1t OVEA, YFIXTURE. a. Remove kickplates on both saes of the high upright, b. Screw upright leveler up Into upright,this may solve the"too high"problem,.if not.... REVISIONS c.Screw loose shoe levelers up into shoe an equal number of turns antil top of upright toutrhes.stringline DD NOT AT TEMPT TO ADJUST I T!RES THATARL- 2.NONE OF THE:SECTIONS IN THE RUN HAVE BEEN MOVED OUT OF ALIGNMENT ALREADYANCHORED A.Visually sight:along the front of the base shelves. B.ComDare the front of the base shelves to a the line. CT:Facin the: 'ed e sha ed a areas h sicall ash the section back into ilr��,closin the a s.De en'din on the meirchandise it ma be TO CORRE Y 9 'g:_ p ._.g: p ; J p Y y:p : a g p p__ _ g J y v n .At.e t to move the se tion.b a 1' i fcot pressure at the kick late'vir*t ori necessary to unload or part1aily unload the section befdre neo i g, t mp_ m4 n _Y pp y ng P ! 1 Y if not'possiblel W a.Place a 2.x 4 block against the kickplate Joint and tap back into alicg,n.ment...or.. a b.Use a jack and 2 x 4 block against kl:kplate joint .jack should be braced:across the aisle against;a Iona 2 x�4 spann'rna several kick;plate Joints. F THE ABOVE CONDITIONS ARE NOW CORRECT.-look for shelf gaps cin the heavil '<loaded sde...the base shelf Dint wile!be tight,,.but the u er shelves IF - a p Y . j �. w e i n _ s t the to' REMOVE OVE KIC PLATES ON BOTH SIDES FOR,AT LEAST ONE SECTION ON EITHER:SIDE OF THE HEAVILY r-- vvrll have anereasingly larger wedge shape gap a p EM K. Q LOADED SECTION. o ON THE:LIGHTLY LOADED SIDE', a. Run uprlglit levelers down to the floor. � cv M �t �n co i` 00 rn o b.Run base shoe leveler Up, p into shoe until the pressure Is off of it...114"free rnovernent. THEN..ON THE HEAVILY LOADED SIDE) FIXTURE c. +g n at the first heavily loaded.upright TO YOUR RIGHT,facing the heavily loaded side–run the base shoe �► leveler down until all the shelf gaps at that�rpright close t.ghtly. .T°" d.Repeatc.with remain ha heavily Ioaded uprig h.ts,.1t ORKIN..GORE.FIXTURES TOYOUR LEFT: SPECIFICATIONS AND DETAILS THEI�.,.ON THE LIGHTLY LOADED SIDE,. e.Run loose levelers dawn until shoe locks up against the upright. ix �ox��40£RQ€-Z f�2149 �o f.Replace kickplate.s ren:both sldes. 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I I . 1. i I .1 1. . .1 J I i ...-...I...- 1-1- "'''L.......-11-.....1. I ,!,:, .,I 1. - � N . , 11 El i . NOTE1 i . . ,! I ... . ! I . UTY. L . I I L � $ A 1 �. i L FRZAM . - � . FTWSD . .� . . I" L , I 11 �,_ I 1: . I e,i I I I I = I I .: . ,�. �-r"\, --I- � . I "a ge INSTALLATION: i, ! . L-UGHT U . LQ.: ..� 7,�I V1. ! I � � %� ._1__" .. iL � .. .. L I . . i This publication is int n roj ,tall f 1 _41 DEPTH,. I - ended to be ns ...,pion I . I .REGULAR. � 1. I I L � i I 1. I. . - .L .111. . , - --RD: - I : . WiM spm t . I I L' � I � .... I 'L''.. - � � -I ,! REWIDUTY DE - � 11 i* . � I " 46M_.4,Lk P(�Ct i I: ^ - I ! - ............-�-....... - $U T ON. I 140 . . I . I I LENGTH : i &_ , A i Dury�"HO I p !I I I I I I 11 .1 OECK� 0 L' L 1� V . L N, - '�, I IECE . i . -.1......--, .. instruction for Madix.Wide Z�Pan, aqd�may Possibly.be . I ! ..... I-: :.. I DUTY . ,,�) HEAVY I \ ,. I ! . I . I - . . . : .... �', ' ' _- "'' - j: .J.- \ . -' . - . . I . .1 ! DIMENSIONS I DS0,0L I I .. I.....L . I < -U 15 'L 11 . L . ' I 1 J ! -.....................�..............I.......--i...:...W-1...........%_.:.:.;.......:.z;.....:.:.....................�..............�.......�... RDW.S DUTY I I I ,----AENGTH* _�__ ; I 0� (3.(I) U :i subject to chanae as.r . u d .... codes PAG 6-7 �1 ? . :, . i . i I - - .. i� = � I , . .:: . � ! ... I ::, g .. equired by localb il inq I I E L L - ! �- - f _T_ < 1- I .. ..., ''� � .1 I.. - JL ! Deck Sortorts ,Beams - . ................................................................�...�...I......1-�..............._� I L i I L 1 -...-I..�.....':"'L.�.....'�'.':"'."':,�-.:L:"',-1... .. -".... I�I I INNOW-1.111111 WON I il. ! ��� iL 0 16 i I ection deportment at job site. � I . .. �,i.1. V�V AD tE.� FP.�W I. �: i I �: i ...consult,the build ng insp INSTALLATION.017 ! Actual 4 L . 1. .� ......... W - (Ii a- . 11 I - �. �. . I.., - .. .., - 1! . .. . , f - I I . I I f I 0 0"a ! 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Q.-O .1. 1. . . .1 L L . . :)nap chalklineson floor I . ' aini- L i.� t t,-'L 1 4 , , L I 80 . I , . I L- i- I i I I f . 'L I ... .. ..:I. N _Y&L CATION ! !1 erected with:boams:a op . -, - . N___� 1 sequencewit fe I DECKSUPPORTS_._ QUA T17 --0.111. . . .. � F V. .A.:: i� < 2 2:�: 1:11 .111 �. I . .- I Cl- L - I . 1. .. !, 1L -L'' .I ofifio ' �!!--z=_,,= . I as shown for shelving 'I,--,'. L 1. ' !���_ --_:7_:n7__ j .L i 0 �5 on � :1 .. . . � END ___---- i frames, beams and dart 1, and.bottom four �__��. . ": .. .1.11 I I V �: . .1 -_ L.I . .. . I CLI JL __-�I I�I . L: q! f .I 11 M I � , . . .. . E�� I , ! layout. See diagr m. on LINE A[StE -- .� . CL !:: i ____ . . �R i 1: L_A- I , 111. I iL I ... -11. 1: : i. �: +� I - 1, .. I .. . I I L ._.,__�L- ,L..§ I L L LL clips/retaine ' - if 1: I_,,,, framet'Locato,the 11 . - � . - -1-17. 111s. f, V . L !. .p I i�. I A . - 0 . . J,�._E�qp�L 14 1.0'I 1.4" . i I I ]0 ' ' L'' 4) page one for dimensions.. I _.,__.� LINE' !_ - . .1. I L I 1XI,EQUAL, .A f,�8,�'1 1-W IX . I - . _'�L IL 10 ,. *� � i: (9 8.r- 12 11 . L im ! I % . 4- i . .. ! NOTE!lfbaok to..ba_0z,,ru i I -1 .. i, c hho,cllbi(811 fbe :�l- Q '' _ ' L " . I vs - us ow the L top V I I I I It . I.. i� I I. ___ . L I . � I .L 1.,: �., - I., it,TV . 1 1 - a: e - %u : 1� ..'...., .-I I . t : --�a C=_ . � 1, I . il _!� BACK TO�BACK ! 0 0 - L 1 L . eing i 1, beams:an I jus I 1. � . . ..� L _`_� i are,b .. installed,, see, I : . d' t above the . 1. A � -IL . .1� 1.1.-E* L' 'L ''' I !: 0 U) �6 0 � I I - I -two I : ! >,. � L .L.. � ! 11 ill I 11 r ,,.- I 1: L__ . ,,, 7T . i - I I I CONNECTOR 4- - � ai e first frame to � . I . I . 1-1. I . , !� page 6 for back toback i�__ L�_ i ! bottom..be 1,-7_$ - r10 with ( ,� : : : L� ! , I I I L .I , .1 _ , � - . I 11 i i. 1. ! . I I 7 W� L, I . . . ...", .. . I 1: . U_ 0 --a I 'I., . V - +� 0*6. , .. I ...�......1�1 4'UAW�.....�-- , -- I WSBBC -24 � a-+� . . - I . . 7' __ . .1 I ...I �. 1 .[�_-,------��'$,6%r,$'W �'--'�-)- ., - . - _)� *-77-L............�.v,6%.7 3F.T P 6 -.1......I i I . W__ a , 2 . . I _;�'.._ connectors. � . .. ..., - 1. . .1 � 4h a s P . . . .s i vertical posib stall �: 1. I I N'. .. I ..e fastener 8... hown. PU i !� I 4) _J a) ... - -_ .�_-_ �L� . . , 11 . . !.: I !L' .,- - "I . . . . I Lail qoi;,ks.:. rd.g d and ffow throu OR s'.. ! It V () W.ff . "', .r ' L' W'. LLL I I , L '' . - -�I .1 - L .1.......�---- -1 I 'woo!docks_� : 1 . .....n ...gh.d* k:�. V I , � I E +� i � I IL , � ......�� ,. , I .... * ! . ; .. .. ,/ . V I LL first beam�j arne 11 n)w : . : I ! I . three der.k supports two.deck supports four,deck supports !i . . �, ��', .4 V. :. . I � i�: < 2 (0 0. I 11 . � I ...., 1�: I � � rd L . 4� - .3 . ca ;t W i,. stand alone., I : ; .... . 1: � Repeat With.the rematning , .� * .\\4 !: 13- - - . . .. I J; : IL . . . .. . . I \ C 1� . I; I 1. . - '�kx\ . L . - - I I . I- !:, -;-.2-r- .1 I . � � 11 / I I ! W If floo L' I I I � I .. I - ,e t, n * I Z� -4 �;� ! I i r - I ..... NOTE! r anchors or I . I I . .0,dinq the�deck support I lt�:�, :��.. . -1 i )''C-10 $� / at f I w. \\ . !I 3: -'E� 00 I 1. I I � 1 . �� - . - �;�,�_ . . I .. � ,�:� , ! 0 ,-�,_ - ___`.__� . - _ �, 1. 1: //�; L i . .1 I . "L : . I ---.i- .." 1�__� -, � ... 7 - V i .. I . - � . . . . : i: U) 4) E 1i :I____--_ - Install aJI L" ten . . �;� 'L . I 1: 11 ; . I i, L - extension frames ate'to be . L ? i., a , _:��_, '� � I .LL-..L;,,-,- - - r.4 .t an angle to the.be m ___�11 �;R ;;;;-1� - _51::� - I I L L L L it � - I :-,:- .��,._�!:;.: 15�!.�; ;�� i in i I E = - . . . I 11 11 19 . L I I___�- .. _.,."_�*�,___ - 0 --*,I , ediate beam ! ,%% I� , : I i:: 131) . :3 8 0 . Us&d, th , L - , !!!�7__<� . I . I ... . - �_ - � I . . . I La . i I ey shou-id be i 1. 10=-- : saueeze the opensi&and.: I ;�� . _,� � I . I ka .. 1. (.0 CL i -F--7,_. . L .. - 1. .. - L . I A . .-4.0 , �,�..�: . � :1 . . i:: . I I , I�1. I .. I�� � .. I . _. I . I �� 7�� ----.-I--- - . � f. t , . R -_ �: %J %%P i .... I-, . I.L . . -,', - 7��_l , I 1: as�required ,then install a . M -a= E - - - :1 I . . . 1� in 7 1� . 1 �� I .. . i ihstaed prior to raising :.I 1 . sert in-to.the beam, then _:� ��.I � I WSLBBC.2-24 HA. DWARE PACK�472 079 [ 0 1 ,. : � ,. . I I . i I . - -00 11, .�e W 0 i L 1. I - � I AdlhL . I third connectoras:close:as� .......�.........I.....;......................................i....�........................A...................I...........�...........................:..............!..a....................................I : 1. , . i T_ .r- C I- I � zj I I T , * - 0 . i . I 'I � 1, i . 01 IL �t� . . : I il I - 11 . i frames to the:vertical � I III.. i� swing the.1ree.end around jL ' " - * . .I QTY�, .. 1.11 EM. DESCRIPTION.: q ! . I il L ...........:...d...:...:...:...a...:...:., - - I .......�............................�....�...........................................�..............................�E.m...�.........................0. i i� . 11 - . I 1; I. . __ L � LQ i possible.. f the-*..mid-p int:.of . I.. . 1: L i i I .- ,� ..� *. ...... - I ! - .i pos to the opposite,beam. . !. i� ID ition...seaLpages 5-6. L � f i ..1.1-1- ''. . , 1 48(''' L , ... 114�40.x�2 114"..corr@ e' ! I- !.. .1 . 1. 1, i� 0.........�......*................................�..........................-............ .. __g bolt, : : . . - _�., r, . the framesi-Complete the OL I -.-w........._ I !� ! I I i i � iq !L1 . .L I . _ . I WiL !. . �� 4- i 1 �_ i V. s eeze the openside and . i I sh -, - , L'L. . I I i . 1.L- _.�_' _____� . I � �'qu --L �...__�`.t I I I I .el,,",, . 48 14�20 ngnut� .1 I IN - I �� : Z_�_:�_ ___ . � . . ._�,__ � ving run with tho deck I : !�L i - j: I .1. ...- __;.. __.,�_... - i-� I . 1. \f- __�__�__ � i q nsert into.the.beam, __e : _r� .�I 1. I-_ !, t * .1 .. .. I I !L t5�1 . �....�I .. 1. ,I ._;�; I .. ., - �-L I I I ' - . I ��_ .1 I I., 1 � 1 I I-_��,� . __:;�'T.L...- IL p .nd deckSL. I I . . - [ sup ort$a I a*se second frame to Vf� . __ ! 11 I I I . i I-.11 .. �,;.. . O...' dicates it m,Where.used. REVISIONS I L .. � . � . I . L -� . I.-I I... - . . I I I I ;�__�J L*__�_ i. --_ I -11 I I -, A : �M4--I I I_ . I : i ; � L . i L � I. I I I IL I 0 ,.I- .-- 11 I 1--<1� . F- _ . 11 11 11 . .1.1 . . .L J;;L* I� i I I 11 L I�_ . I = .. � I i . I - .- I. .11 . � I �!: 11 i i Wrtical and install free end I I I I . - I . : :. I il !. . : : , 1: i . . I . . I I -.1- 1 I -.1- .. L � I I ''I'LL'.. I I : I � .1 .1 '11, i ., . il . i I * I L I . . I i I I I ; . ... I � I : �� 1. ! - -....11 LL -1...I-- 1. I - -....-11 - 1-1-.....- . -11. .-LI, .1. -.....-LL I .1-L. ......I 1: .. ; . I I 9 i of first beat-ri... i st 11 . . . . 11 : : . : .. . L iL: . .. : I g: 1. � nr a. 11 ; ; . I i. � li I I . I - LL I i I .! ... ILI . L L .11 11 .. 111. , :: I - . � .. : I - iL: L I . i L I L L I � 7 :th opensideof 1-11-i . : ; . 1 1. .1 LOPPOS . . ee .e I ....- - .. . .. I .:. : �4 LL I . . L .S I I . . 012 �� , : ; e L'_* th, L l. . 1. I econd beam on ite ::: . L � L I I L :, i . * ! . I p * -..-- . : .I 1..�- - 1.I .1.1. 11 - C L . I � il - 11 A 1. . i the d k support at�each 1:1 1 .- I I , . i F .I.... - Ire holb � 4: �_.,._L L . _7__.___.-: I ,. i: L I"... . ... .11 - - . 1....I . I ; - . : - ....-I- L'I. - ..: I . : -7., __._,___. i - -2 m- . . L . 1---... ; '", .;...... � � I I ! : ,�� I L 1:A 1�: ,N� - . � ��-_= -. f I 1 4" :, 6 I. ! I � .1 � I __ L ' :5=� :: -t �I wer '. , * - , , I r_e .� - � - . . 11 I 1.1- - .! I _J _...1. ...... - � '. � --..,-N� I F� .I i *�1. I I I.. ___,_� L I 1 . t. e us $ . earn .: \�.,- .: I . _. ; 5, ��. i from the too of bp o !, I . .1.I--, I . I , ..... .. .. R� 1z L I L . 11 i : - ,t-1-i! \ - --.= I fr JI(I I : side. ,;-,. . I,------ . I. . nd:j t"n'ide th- b i "* . �-r]1 , . Me . tL I ''I :j I i : I !',sl . I . 0 'i F. : I insert . � .. . . . I .0; 1. cl;__.��_ ,� ix L u0war as I ., A-stop to . 1: 0:11 � - m I .1 : t and d$ -s , . - 11 . I � I i I !I -L. . f(')t . ".L' ''." i .1i L , ; . : . i: . . : . IF� . � . I , N: 1 49 1 - I . I : : .- I-. -1 I-......L I . . . i r ill : I . i L . �1 : P t: 41 I : ; I . J I I. : I I . I Preve L L;.....�... ....�' .. '"' 1. : I 'I . I..I .. t r om I I .1 . .I... I ,4 1 1 1 . : ..I , i . I I �;l: 1. !: . � � ,,L tl_�_�__! _�_,�� ! j! N 11 i he connecto 'fr FRAME L.ji ;1-_0 i� .M..i � - I �, t � 1.15 � � .- I i shown.: .1 i - . ,: V! I i ! I 0 _� - �____., - I : i I L .1 :7.�� , .1::. ;!-,_ 1- - . I _11". � I .. tall up er beams at . . �.��w�� 'J , f CONNECT )RS. &: : -,::- "Ill ., .p ... : i �-__� L ; ___�__._ . --7-- : i UJ - �. I !:. . 1. I 1. I :: I , . IL I - I .,��. :'L� : * 2t:"77. .1 _. � 1i v ' i t the fl : 11 '�Tl : : __... : I I - .1. I . I _�.4 . . I 11 I . 4. 1:. � . ;.- ;..... .11�I L.:- I; z .: I .1 � . : !:: .; : I �L . I -.,.- .1 �t � ---. .1 - it WSFC-2: : �_ , il a- ,.. tj& z : designated levels. :�� I - -_". .� t_,A-,�-t-g___ ![� . : I , ... . -.,�, ,::� � . .�,.. --- I . N . I . - ., ,,-, : : � - �4-. 1 I �_ � i . L I I . �.�� .1. - , �,,17. . : . A !� I __ � . 1. - . , .,�")k;;t,.�--! jL I I : . I . 1. �L.. - -1.I.. . L � ,� � .. ___ _ <_ W� _Z_ � ;111 . - I I i I TOP OF ; I . I - � I ,!, �, I 1�_, e i Jise f conn t .' into frame : 1111, I t I .. 1. I .. . : � i I 1.-I I : i . . L I.. I - i . i ; * : I 1. 1. I 11 L I I . - : I . L; - ... . A rect 68talledLLPOS'tion . ____�... .1 ;. i, , .,'", i i I : I ;� :_��_. . ____.- . .. I. : I I FRAME . : : .. 1 . I �, 1. .11 - ,: I 1. I i 1 i .-.- W-1 e ..r 0 lonnector .-! I . . ' � . L _-, : 1 i I L _e��_� ---__ ., --,i!: i. _ lot o rile, . I-: 1. I .- I I '. . : 4 . . i* W - ; : , I I . !,:; . i : . I . I . ft g Dait C1104- 00'r OK like th'S.-Soe I ? I�L , . . - . . I ,* �____ ! 11 .1 --___� ` ��t�-_;__ :4 : 1: L W111 10 : � � : - - - I : . : .------- . 9 L I -, I � ! I .. __�� . : I ; _1=1_1;-� : � 11. I UPRIGHT 11� 1 : . I 1. - . I . I.. slotti I . � . I . . I :: .. -1 L ... I i -: M4 .. I .1 L. -. .. __ - I : I .�� . 11 I ta(;jflg the,.L ...flg .1 -MM-17"_ . ol T--,,.--:�___ .. - o . I I - �I i . -, �_ . Press dart clips through: - i I 1 above.fot quanfityof d *ck . i . . . a , : . : .. I ... 1.I.- -10 I : _-, �_ .� I V L I . , _� I . ! � ! I .i ., I � I !� - - * ----,0. ; I f ,ri'L I I 11 I � SUppor I ; i � - ---�-_� !:: , I I . L. : 1.� I : � I I I I I : : L _. � : 111.11, �1.]III. .. 1�: � . � ::, I I jL beam b acket a* nd'UP 9ft o . I ts per beam length.. . : !: . vol�s . 'L I ... -, . . I I a I __Z,__-_ : I i . . . !: r . .L - . ; . . . I i : - I I I�., : � . . I .%. !� .1. , i -,b; t 0 Ill I i oil undo side of beam as L I I i � . . I I . .1 I y � � I 1. i . .1 � i Ivr : I 1, I . - . I 11 ! : frame ith provided F 1 �, V I I .1 .. � , I * I .. I i * : 1. I . I .. � , i . : I I L . I" L � : I . - I. L I i_� 1. !: i I .."T 4 . �� I � - .-LL - . - � \ . Li shown. I seirt one dart clip ... I I . i: 1. - I � . - i 7 I : i I I !: i L 11�/ 4_ . .. . 1-11 � L I L [ ,rs....rem, th t P. ; .� �C . L t- I '.L 111.1 : ... I .1 L I I i:: .: 1:� � : I I h L of L ll be 11 .. "o-- 7 1 1 .epii�at with the � ; � .I - . i, . ...� 1 .I .I L I . 17 . 1V . � L I I f� I " �: 11 . I . RACKING II I I . �t L - I I -1 __ � ... I iti 1. ; L i . - : I 1: SUpportSLin .- i4 I.. .1. . .. . ; : I -. 1" I . ff ' ,L L, , I I * 1. .1 I i ,L I V t . : �: I L I L L -, I � 3 .. : : : 1. � _____ nk.wl : � .� - 1� .. .. I . _ i i in r P1 s: ; .. : : ;, t t J .: . ,; i using Reta' e n . i remaining deck I 11 1: t b .-P th the:2nd : i: I � a :1 ; !� I I . . ; I 1 . . I t. : 4 ... . . . I 0,'' I' L,,''L L f - t " ' : 1. i ;. DART CLIP: !, th L � , 11 I . 11 . . IL I I I I 11, I...- I ;9 . 11 � t I -_ . i I insert o e. eg o a re ainer 'm i RETAINER I 11 � e shelving run. i -, ____ �:.�_ ': -078 SPECIFICATIONS - . . I - I : __ -� .. i UPI ldht Of the framd.. WSFC-2 HARDWARE PACK #7200 1 ---- L . , .�.. - , - t� L - � L I %. I i i 1'. .- .- -_-'_-.1.1___1"_--...�..,,-,-..�.-I.�."...�"�.."-.,.�'..�.�."�1-1-�;.....1. .............��.............;...�..............................�....L......�..... ..... i �� I PiL k L 1.�., . ........�. 11 .1 . wDC.50 i . I : .1.� I ! i q n through beam brac et . >.-. ,PIN I - . . i I . , _�__" � . ! L QTY, ITEM DESCRIPTION. L � . I - 4 lt�z�_ - . .. I ..1. .. I-, _ ! A I I � 1-1 w_ .. I . . 80'T . _I .. _:.:...- ...I."....�;.;.",�..,..�.I...'�..�...I......-.............�...................�.........................�....L..........I.I-.........L' . _ - ' L - I . .. . 11 i !L: I �WS _pack,of 50 �� I . L ower AND DETAILS L It � I . -_ ' :and upright I sett o e pin REP: I .... . iL' i TOM OF I - --�..............L.....'... . ...... L �.. - --.1 i: �. .1 . _: L 4 -m-20 XL:2' Phillips:truss head.machne screw !L . 1_ ,-L' 1/4 1 1 1 1 . L I .- i� ��............�........�-......... I I...I......__...........�.."__.:..',I-,...- L I . .1 I I I I 'L L .1. . I .1 . .1 i !: connectors and secure I I- � . , - , : at each end of L all beams. . I : . .1 I i I . - I I .1 - - .: . i FRAME 'L . I install all docks in the -1.1 - ... . � * 1 4 1/4 o-2G hex nut i�� I � 11 I L I . I .I . L. I :S, . . I. . i: . __J DATE 04/12/13 1 M .1 i, [ thfoug e:six i i NOTE.-R tainerpins.�and dart clips serve : ' . . .... i� .h th.I..' th.hole up 1-11 .1 ' I . I i � frio,L, I i. m e lo int. .. i ca es.i em w er I V ------------ �UPRIGHT I I I- ..L -10- I ..�,11 . I she ving:run I I I . 1 - 1: ..., I : it . . J� I I .. . -''I I -1.1 I .. � I V I . i same purposedo retain:beam connections., I .... ( th j, 0-indi t I h e used. . I ! � L i 11. I I.., L''L. . I .. . . III i ! 1: I . i - � i ------- L�------- ... -� I�....�.........-..........-...�_....... ............................... .9 ! I L I.."...I -.......L.I.-...I--,.......--1 .. I LL -L-...'L L .. . JOB NO. 13040 1 [ .: 1�: .!, . i I .. I ! . - , . I I I L' I ____ -1-1., .A1�1 I:, 7 ,'� . .r,.,."7 1 1. . A �"'f 17 I. ....O/ .f /7- t . . .. ?I. . " 11 . . . �: .TfA ". ____] !.� , ! , � I - . 1! � .. I. � .�' � I ".1-1 ,, .�,v -<--I I I 'L :1 0 . .4 .\ I I I - N I ! . I( L, 11 fj-�'\ i.l., 'L I . .> . _��L"i�, � � i �'-I'.- - rm I i �, A . / Y, 1 , I ,17 I , - 10 . ;L� I ��J ,>.�� REV I , J�'1. . i i �\ " '' L' 'L L .. I I I i ; ", 1� _( q 11 I , � ,� I I � 11, 1� P.LO. A, X 7'a 6 1� k.. 1 29 1: TERRI 2.563.$744 . S. li� f I , "- 4 / 1 :../.'N,�_�-.../ `%-It. "' S _._�11. N, _____��12-_____. 7sleil.l. 071 .�._ - . - -A .�/ J I ,, �_/ P.O. '13 0 X 7 qIL'I. T - . 1 0,01111.7.14,2 4 _.�___.____ _._� .... - I : _�_.�.�--.-,�,�.-��;-�!;-;-...-.�"., __ -�-.1-�-,�t�,,�-.-,��.-�i",�.,�.--- L .11 I 1. .1 - 111. , .9.22 0 �,-_- /I� L, TZRRzLL,..TZA� .1!f!�O 1 072.116 A7441 OOC774.2346 jg)t A 1; - _ I., -��L-l-,�L���l�..-����;�',����!�1-1-�-��l-�-'�'.;.' -�;- --�7---,.",-,----�'---.-,-,---....-�-.� �.,�;_f��;:� 'L�7-�.�l-��-'��Zo�;.��"'���'��-�-,�', ��.-7-.-��,---i-�-,-.-!-!�,��.-���l_;.,�����:- . . BOX IL . , I . . -.. , .�;� . I J.-z. - - �� L , P'O" ALOX� 1,23 1 TERRELL, TEXA�S.�.7 6 I 0,0.1 S 1 72 1.$d,1L.574.4 � 1110.0.77 � ,.� _...JWt -J . ,, �.� '" _, _Z, �,��_:l -_ 7 7 1, 43 . ,.L _ . I ���. ____2 :2---.-.,�...-.---....-,,.,-�-,: -__�____i�------���-,-,-�-��,-,-,-,-,-.-.�,-�,-!-� -4----_1 'L . - 11 I L I . , .1. 'L I L 1340 72 1 2 0 5.9 2 10.. - --]-� URE 35072 205:.83111*511114 1 440.1233�62111 . Lf..........I STORE: IXTURES P.O- OODWATiRf'.ALABAMA: 35072 t'205:.111'19.6354�I 9:00.633 6292 13 . ,, _�Cl i'l IR, A�iABAMAI : 8, 0 i,0� 5_6 X 417�1'.0000WATFtj ALABAMA: --- .., F � - ... . C]STORE FiXTUMES PjO. BOX.177 f OLOODWAYL 6114 1 8_00.61SA282 OIL. r.,.,.,...., 'STORE .. � I I I . L .------- . I _________________ I-. I I I I � . I 0 L I I . L L I . _____ _____ --- I SHEET NO. . I I I I ___ _______ I 0 . I � I 0 1 1 - , I n r 1, C*V� I I � ��4 AIIIIIIIII& I W&immmii I V 11 - FM_ 0 H EW M7G] I. I Fa- M7G] I ;1 _" .1 �. V Lim 1 :44 -47MT f � , I I I I I I .. L I I .1 I I I I I I I I`, I I I I I I I I i 0 . L I . . � . . . . . . . . . L . . . . L I � I . .. ... ..................... ......... .................. .. PAGE 7 OF 1 PAGE OF 10 h try' .. .- .. .. ... .: 1 'Nam G ROD ER ERT J win.. a. A& I E rAN* a L ASY 061 N 26 n Fa LV N I. . is t FLOOR ANCHOR VSFA-2 I N S T A. L ' . A T 10` N O F E X T R A S L 0 A D S A F E T Y i TMS E - AND TACK Old Yt NOTE, IF FRAME HEIGHT,OR.TOTALNEIGNT OF CONNECTED FRAME, ISMORE THAN _l E T1-1 H S L FRAME DEPTH;..,FRAMES.MU$T BE SECURED WITH FWQR ANCHORS, POWERED FORD TRUCKS f , C)04 00 . OR STACKERS ARE NOT f Insert Door anchors into the t o N L E' C) D AA ` bottom of each frame, They RECOMMENDED FOR USE ,_ Ln : Will only insert at 45"to the: � = c� O ON WIDE SPAM SHELVING ., f } l frame. fake sure that o `-- ' u) F O X !; anchors are inserted so that LL the will not project into _ 0 — ; �- - - -- ; CU aisles or crass aisCes. _ - : - - ! Frame loadin €s th vertical load measured in ounds that can be a lied:on::any wide s .an frame. co e s p pp y p co l _ ca _ IR t t i#Supports. ch Each wide span frarrie will bear ONE HALF OF THE LOAD ON EACH BEAM PA ha pp , I` Fallow directions;on page ALL FRAMES HAVE 1Q,000 POUND LOAD CAPACITY E c nCU 1 ,. to step 6,except do not ' — >N i f: �: Q Ln instal[dart clips on. — i. i . t ;I f beams.Secure beams to f — -o cfl F } — f . frames through the floor I 1' — N t } anchor as shown. The screw i f aD I ' will 4 through at one of the r i g j O tWf:. } Q locations,depending on <' r` p r i the beam size: (. i it , � .� �x �,. O a.. i Check run ali0nment to LEVELING SHIM o i i � < is ,< chalkline .rlor to..rillin floor ! `ot�ci4lbs x 3'revels 3U0 ills x 4levels 1 1X44 lbs 4leitels' 1' O Q"� p 9 wSLS-10C 4; t: G: !: —k ' 1 x, 1 p �< -9,OW lbs�:-2 frames � =12,09014.4"2 frames t =6 440 lbs=-2 frames � � a 3 } for ex pan bolts. Due to _. . �"� p Ten pack of galvanized i _ - ;: 4 . . 4,5Q0 lbs each frame I -6,Q00 lbs a �h fir ; -x;240[bs each fMm , iCU : varying hoar conditions; shirns:..dim led -- . �; 1 I I O l f: 1 1 ex,ansion bolts must be _ 1Sg �"L p to.it in bottom of u ri ht and s �. ! �IAXIl�Ut�i ordered separately, if they maintain' , i 4,500 iii 3,244 3,200f l were not ordered ins#loll but , EtM ;, I-- ; RIME 6 i 6 040 ib FRAME �°c Y stackin interlock; x,244 ib LaA3 LOAD f ° f g ,. f' 1 LOAD 10,504 ib are required, see page 8 to ' ! i:RAMi. i=R1�Mi+ CAPACITY '` LOAD LOAQ. i c cn a� order from Madix or PER �; 5 f , purchase locally: I 1 BEAM "o c _ .. ......... ! OVERLOADI ,�. TOP CAP PAIR °-� � �. 1f3,+04t�>..BS MAX!lUiUr�# R RE PACK #7200=00 1 °- I' wSFA-2 HA DwA.RE f--� 1 BEAM` LIGHT REGULAR HEAVY #OF DECK o " i F , r v�STC _ L:�-CL. Y _ ITEM._DESCRIPTION....... '', . LENGTH: DUTY DUTY DUTY SUPPORTS o CST l c s of or clear i _ _ __ � lea. � 4 �$ , _ - -- - ...- --- -- - - -- - -. . ..._......_....._ .............._..__ - i • Based Qn eveh z i _ 1/4-20 x 1/2_,round head machine screw I ! 48 1000 160Q# 30Q0 2 ° ° _ _ --� lastic top caps, two per _.............................._ L ! l distributed loads _.....--- ! nut .._ 6 0 1600# 3x00 3 2 1/4 20 hex..n � ---..___�}........_.._..._. _.._�..._00 frame. Tap into top of !; �- ...�... ......-. ..__... _ _ ...._._....._.. ......_.......... _.... a ° } 2 1/4"flat:�asher each frame ri ht. Ba ark_g 72" 1000# 1 X00# QOa## 3 h fr u f o i p beam ler th' all; ...._.._ - - --.........._...._ _ .... } ' :..indicates item, where used: T 8 1000# 1000-# 300n## 3 �,_ � ca2 frame wtdfhs H f °s a•• _ 96 1000# 1600# 3000# , 3. f. R� ► IPA REV r _ 1, .q. SOX 749 f 7ER .E11 TEXAS Tl1�80 1 9T2,l163.1iT44 1 @00.778.234' _ P. 4 T 1 R.St..1 TBXAS. T71 $:Q: 1 S72.S65.S7.4.4 1 S00;T7.$_.2349 D 1'ER ALABAMA 3:5iT2 / 205.859.6#54 / S6Ib`.B3_:3.8 82 O P-0- BOX.'ITT .7':t3Q:00WA•TER ALAEAMA:$1IOTS ! 2Q41'.839:.8564 1 8Q.0:.B.$3.6.16.Z .r_�9rT1�RE�fXTt���S �•.+�• BOX ITT 7:Ofy?Q W.A. �. to a U (D "N Q Oma• 9+ � N a—L _. U >+ Vj PAGE: 9 OIF 1U PAGE '1O OF 1t ° ,� W�I =N=01� A90011k:MMUL Mom aw= AggFah. '1111M LV 1 MIM 8 M.Marm: ASY 061 %V M AMR CD .0 N I E Admak "m W � now G ASY 061. S I j AN :G140RING' TO THE FLOOR oC 1 SAFETY DURING INSTAL:LATION ;: Q � 3 t "° r XPANSIC I BUL.TS CtR ELC-0R ANCHORS 50 expansion baits 3/8" 15 x 31/2"POwERS/RAWL Rawlstud or otherGENERAL ICBG approved expansion bolts Q -CL Q CL ' �- '. � � tet prior t tartin i stat ion to check on an restrictions. ° 1. Contact the local buildin de ar m n r o tostarting n lotf X <_ g p _ p gSQA-.EB50 See below for other ICBO approved expansion bolts which may be used: ! ! I: ! ' T � ce sones rad ed or sLi lied'b Mad' are covered b Madix wartan l ; ! ° 2. Only arts and.ac s. uc f Z p pp y y _ yp _ NOTEI The expansion anchors provided by ix far door anchoring at this site have been supplied by one of U o {' tested and approved.a stated b the following ICDO report F — �- A. 3. Installation sequence.must be followed exacts for assemblyand leveliri i their s listed below.All the anchors have been # s pp s Y g p o L LjL a... O , i f numbers and all are manufactured in the United States or Canada: If the anchors are not provided by Madix'and U "0 t l field substitution other than listed be roven Madix cannot be held responsible. Should venification be required, l' �N ° i 4. Under no circumstances should damaged parts be,used: z p2 °- p �. __ i call Madix Customer Service at, 800.770.2349 3 _ ca Z is O ILrLiV arts or.accessories for an purpose other than:originally intended. ° 5, Do not use shelvingg, y f P C Parawed e Co'' re#e anchors . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ER-2350 S1 0 U ° E LIBRA ANCHORS CGRP' ►. ° E ++ i= F DIVERSIFIED FASTENING SYSTEMS, DFS Wedge anchor : : : : : : , . • , , . : . : : : . . .ER-4.194 S1 � � S } tins are included with each order and must be followed g c0 O_ °- 6. Installation instructians_with raduct loadra _ ; p t GUNNEBO FASTENING CORP Drop-in and Sup-r-stud concrete anchors . . . . . . . . . . . . . . . . .ER-3210 S1 Cc - carefully. I I` V w S �: HILTI INC. Kw1k,7bolt-ll concrete anchors . . . . . . . . . . . . . . . . . . . . . . .ER-4627 S1 �- _ L - i 'ca o _. _ a HILTI INC. HCKB Kwik-bolt concrete anchors . . . . . . . . . . . . . . . . . . . . . . . . . . . .ER-5224 S1 i t r o ssible oyerloadin as specified.in load ratin s. If you do not , 7. Merchandisers:must be made aware, f _ _ f I IT RAMSET/RED HEAD, lTV1l Ramset stud, Trubol#wedge and multi-set>l l concrete anchors ER-4235 f; receive these lease contact our sales or customer service representative. _ f. these, � p • 1SOMETRICOD., Std, sleeve and drop-in anchor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ER-3631 S1 t I I MARKSMAN MANUFACTURING CO.,. Thunderstud wedge anchor: . . . . . . . . . : : : . . . . . . .ER-2713 S1 i REVISIONS 8. Initial installation or relocation of[radix gondola,wall or rackin fixtures should be supervised 9 9 i exclusively by ualified personnel'. POWERS RAwL�Powers Rawl concrete anchors ER-5225:S1. STAR EXPANSION CO: :wedge anchor Type 1 . . . . ER-2239 4 VVEJ IT Wei-it anchor bolt and ANKR-TITTE stud anchor : : . . . ; -ER-1821 S1' R-4378 YAMA,SHINA INTERNATIONAL, INC'.,:INS., Con-Lok concrete anchors. . . . l RACKING... FRAMES S 1 A�Ii is E Embedment must be minima .6 bolt diameter: ,. . ` OTHER ICCO APPROVED ANCHORING MATERIALS ...not furnished by Madix W 9. Obsente all prohibitions in the ins#allation instructions Qn the use of powered lifts, a ! - l PNEUMATIC OR PO DER-DRIVEN STEEL Tt D AND NAILS 10.. minimum four people are re uired to erect frames taller than 8'. l A_ rrt m of p p r qDEBA INTERNATIONAL, Remin ton law velocity owder actuated.fastener : . : ; -ER-5087 w l B Remington tY P. . . , t _ HILTI INC., Hilts love veloci tY powder actuated or pneumatically driven fasteners ER- 88 , i- �: i a oc ed or secured i frame lottin f o 1 Be sure all bea s or accessories are completely seated and l k. n 1 _ _ m _ ITw RAMSET/REf3 HEAD Ramset powder actuated and ower oint.fasteners : . . ER-15739 ; tp p p E N M d- to CO 1` co ! 12. Ladders, if used, should be at least frame height. I F ADHESIVE/EPDXY ANCHORS ! 1' '' GU NEPO FASTENER CORP, Li' uid roc 3.00 of ester ca'Sale urs and twin tube anchors .ER- 4320L ! 13. Never stand on lower-beams to install upper beams. � � . p y p p RACKING Ht TI INC,, HVA adhesive and HIT adhesive anchor systems .ER-51 '3 Es f , ITVV RAMSE`TREI HEAD, IT Ramset E can system epoxy anchors . ER-4285 1.4..Do not walk©n docks;:especially wire grid. l j p p SPECIFICATIONS i ►: 1 U.&ANCHOR CORP., Solid band HS-200i HST-200 and Cdncresive1420 adhesive fasteners ER-4398 S 1 i ` AND DETAILS ' 15..Never try to move a completed racking run, especially if merchandised. I l U.S.AN HOR CGRP, ultra bond QC,Ata Et and CA epoxy chemical anchors , . , : : : . . : . . .ER-41396 S1 ; ` - E ATE 04/12/13 P Q BDX 729 1 TERRELI.. TEXAS 751 BO 7 9.72 66'$ 15744 1 $SIO 776 2549 i' ! r. { w.d. TtRE F1)tf,tRs. o.. aOx ITT };t3tlilt+YATER. LAOAMA. 350.74 1 246 8551..58#4 t 80x.655,6483' JOB NO. 13040 i E V#' f - N# _ _- R V E 510-----_---------- r-13 Y #t1lT -- R L ii# E G.N# f REVISION �– Y- < DATE., A _— + R s 4 8 6 6 i _ REVISE tAY O ti 1' I A M 2124100 _._.....m �..._. ........ ...._... ....._._..__._._......................_.__._. _.. ........................... _. _ r B A 3555 AOD Yf1SRl is ,I 2716104 i .r r So 76-.23,44 _.._ _. ... ..._._ 9 RRELL 78XAS TE1:8# 7 9T 2.685.8744 0 T _ . �` k..S '�....., _, ,_.... � _ ............ ..... f.:;.zC 1 i■fit EFWT`U E3 P:O. BOX 7:1:::1 Q660WATE* .AL AS AMA: 36072'1 205.839.6534 1 040.683:.6282: ■ SHEET NO. ,� x : - CEILING PLAN LEGEND'', ,,, .1- ,xl : ;' ;"% 11 ' ' le, � , . 1 : ; 11 ; / 1;': ' '' ' i._A�; :i �� F...*........;_' . ' ' ' 1-1111, "I'll, F '. - f ;:t: �: F . ,/ 3Fy j. ......................1111_.. ..............1111................. 1111 1111 1 1 �'! i; RQ ER ' �;�'�r .....;..1..1'11... E A ' R ` ;/; 1 - 2 X 4 FLUORESCENT LIGHT FIXTUR SUPPLY AIR DIFFUSER ``1,\. N : SEE ELECTRICAL DRAWINGS FOR SEE MECHANICAL PLANS FOR M " S 10-4 ;1 ,r; ���: : ADDITIONAL INFORMATION ADDITIONAL INFORMATION ' L �') �� �� ti . ... ... .. t� ----------_-._ __1111_ 1111__:: EXISTING CEILING FRAMING TO 8'SURFACE MOUNTED LIGHT FIXTURE RETURN AIR DIFFUSER 'S� REMAIN SEE ELECTRICAL DRAWINGS FOR SEE MECHANICAL PLANS FOR Z� �. ' } ADDITIONAL INFORMATION ADDITIONAL INFORMATION EXISTING METAL JOIST W1 WOOD � F FLANGES TO REMAIN EXISTING GYP.SD.CEILING,SEE d- SHEETS A1-IN .3 AND A2.0 FOR 1clq 2 X 2 FLUORESCENT LIGHT FIXTURE EXHAUST FAN _ EXISTING WOOD WALL FURRING ADDITIONAL INFORMATION SEE ELECTRICAL DRAWINGS FOR SEE MECHANICAL PLANS FOR (j 'T d @ 24"O.C.TO REMAIN11 ; F� -,, . EXISTING f EYOND BEAM W/GYP.BD.FINISH ADDITIONAL INFORMATION ADDITIONAL INFORMATION - p 04 LAY-IN CEILING,SEE \1 O SHEETS A1.3 AND A2.0 . FOR ADDITIONAL .........:,........ O Z 3 I INFORMATION EXISTING WOOD WALL FURRING CEILING P LAN G N E RAL N OT S p�- @ 24"O.C.TO REMAIN 1_ N 1_ N 1 N O cx0 ate-' 12 3 30 0 30-0 - 3LL v EXISTING STEEL BEAM TO REMAIN 1. REFER TO GENERAL NOTES OF SHEET A0.2 FOR ADDITIONAL INFORMATION. _ _ � I - cu .c n .. G.C. VI E COND 0 I 2 HFT G SIT SITE AND VERIFY XISTING ITL NS PR OR TO SUBMITTING PROPOSALS AND _ 508 - J :: :: ; EXISTING 5/8 GYP.BD.TO REMAIN .............. . _ v EXISTING 5/8"GYP.BD.TO REMAIN j COMMENCING WORK. ` -PATCH AND REPAIR AS REQUIRED TYP, co AT NEW CONSTRUCTION MATCH -PATCH AND REPAIR AS REQUIRED I 3. HFT G.C.TO NOTIFY HFT PROJECT MANAGER IMMEDIATELY AFTER DEMOLITION OR START OF Ill M to O AT NEW CONSTRUCTION MATCH �r CONSTRUCTION IF PROP ED CE LING HEIGHTS&MECHANICAL RE UI EME AN I J D. OS Q R NTS CAN NOT BE c6 D ALIGN W/ADJACENT GYP.B x c9 r AND AL N ADJACENT YP.BD. - IG W/ G ACHIEVED FOR ANY REASON. 2X WOOD BLOCKING @ 24"O.C. a = 5'-0" 8'-0" 8'-0" 8'-0" 6'-7" >r _ ( 4. HFT G.C.IS RESPONSIBLE FOR PATCHING&REPAIRING ALL FIREPROOFING AS REQUIRED DUE TO PRIOR _ >04 2 , . 1 T < 5I8"GYP.BD.-SEE FINISH '• `� I TENANT CONSTRUCTION AND DUE TO ANY NEW DEMOLITION OR NEW CONSTRUCTION TO MEET BOTH u LANDLORD AND BUILDING DEPARTMENT REQUIREMENTS. - O YTT Q SCHEDULE ON SHEET A1.3 FOR 1.1:<, J - U &_cD a 5. HFT G.C.TO PROVIDE CEILING ACCESS PANELS AS REQUIRED TO ACCOMMODATE ELECTRICAL, - {'' ADDITIONAL INFORMATION , PLUMBING,SPRINKLER AND/Ofd MECHANICAL SERVICES THAT PASS THROUGH THE LEASED PREMISES. ()� o � _T I w RECEIVING AREA IE.,J-BOXES,DUCT SMOKE DETECTORS,FIRE DAMPERS,FLOW SWITCHES,UTILITY CONNECTION o SALES FLOOR = 514 POINTS,ETC. Q O BOTTOM OF WOOD DECK 105 4 506 � ELEV VARIES.+1-14'-8"A.F.F. OPEN TO 505 0 6. SUSPENSION WIRES SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 48"O.C. r STRUCTURE ABOVE 511 I 7. ALL LAY-IN CEILING GRIDS SHALL BE CENTERED IN ROOM U.N.O. @ ROOF EDGE&VALLEY 506 8. SEE FP1.0 FOR SPRINKLER HEAD LOCATIONS AND ADDITIONAL INFORMATION. +I-16'-0" RIDGE ("_2� BULKHEAD SECTION . @ € 9. REPLACE ANY DAMAGED OR MISSING CEILING TILES @ LOCATION WHERE EXISTING LAY-IN CEILING IS BOTTOM OF JOISTS AZ-0 SCALE: 1"= 1'-0" _ j -'� TO REMAIN. o �, ELEV.+I-12-6 A.F.F. SALES SALES w ¢ U o (/) p °aff 0 0 0 REPLENISHMENT 4 REPLENISHMENT 500 SERIES CEILING PLAN KEY NOTES N.N 1a4 .............._...o ......_- o....._......_......... _..._-....._... ---.._.. ..._..'--_.-.-._...._..... ....t04 _. __..............-.............._..__........ _......_........._............__.. -- ---....11.__....._...® w 81-0n 81-0n 81-0n 'g1-0n OPEN TO EXISTING I a�0,°v -V 501. 2 X 4 LAY-IN CEILING GRID INSTALLED PER MANUFACTURERS SPECIFICATIONS,SEE FINISH Q �, STRUCTURE ABOVE GYP.BD.CEILING ' G.8 0 = cD '-'--"'--"'----'---•"----•--' -'-'-' --'-'------'--•'-•--'-.--•---' O SCHEDULE ON A1.1 FOR ADDITIONAL INFORMATION. LAY-IN GRID TO BE CENTERED IN ROOM U.N.O. ( >a o @ 13'-3"A F.F. 502. EXISTING 2'X 4'LAY-IN CEILING GRID TO REMAIN. REPAIR OR REPLACE ANY DAMAGED,STAINED,OR -° ca•_ cn 1 4- 1] ISALES AREA MISSING TILES TO MATCH FJQSTING. 510 0 503 509 101 509 503. REPLACFJ PROVIDE LAY-IN CEILING GRID AND TILES TO MATCH EXISTING WHERE NEW WALL °j " I PENETRATES EXISTING LAY-IN CEILING GRID,WHERE NEW WORK REQUIRES CEILING DEMOLITION v ° 53-6 EXISTING WORK,OR TO EXTEND GRID TO COMPLETE EXISTING CEILING. a? 0= o LAY-IN CEILING I 504. APPROXIMATE LOCATION OF ROOF TOP HVAC UNIT ON ROOF ABOVE. SEE MECHANICAL DRAWINGS .- o m O ao @ 11'-3"A.F.F. FOR ADDITIONAL INFORMATION. Q.� �lk505. REMAIN. REMOVE ANY UNUSED IPMENT,WIRES,HANGERS,ETC. L__ ...............c....11111111.o.................,.................;_...............%.................;.....1..1.....:1...1... .. ................d.................:........ 111..1 .. ........ 111 1 ...... .... ...1111.. .. « ... ... ..t... EXPOSED STRUCTURE TO EQU FROM STRUCTURE AREA 506. NEW LIGHT FIXTURES THROUGHOUT ENTIRE HFT SPACE. SEE ELECTRICAL DRAWINGS FOR o - ADDITIONAL INFORMATION. ... .................'...._.......111:.....1._........€.......... :..._......._......----:_--11-1__. < ... - -1111... 507. TO ENSURE ° Z L N < r._. _"_ : : : G ORDER. SE LECTRICAL DRAWINGS FOR ADDITIONAL -<-' - ' �- -'-- -- -a-- - EXISTING CANOPY L GHT FIXTURE TO REMAIN RE-LAMP AND RE-BALLA T A RE R I S S QUI ED r. 1: FIXTURE IS IN GOOD WORKIN E E °. 544 I NFORMAT ON a ° o 504 1 I I . ; 53 �' 510 508. WALL MOUNTED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. ° : ; i c o . . • 1._._._....-....._..._.......«1111 . , . 1111. :1111.: :..__....:_... 1111- ...... .. I I € 509. EXJSTING SOFFIT TO REMAIN. BOTTOM OF SOFFIT AT 10'-6"A.F.F. N � I IN BREAK :: mI € I I RMATION. ,t.- c; ;. 1 : : s_ : 510 SOFFIT TO MATCH EXISTING AT 10 A F F SEE DETAIL 1/A2 0 FOR ADDITIONAL INFO : : ............................. ........ ............................................... _....... ..............................._................... 511. F�CISTING GYP.BD.CEILING TO REMAIN. PATCH REPAIR AND F N HTO TCH ADJA ............ ......... ................... ...................... .......... ........................................................ ......... ........................................ .. ......... ................ . . 1111 TING ........................................... ....... .......... ................................................ ...... .................... ..................... ....... ...................................................... ........ ..............................................<....... ... 1111.. 1111. .. 1111.. 1111. .. -cco Zvi ................................................ ....... .................................................... 1111.. .............................. 1111. ........ ( IS MA CENT EXIS ROOM # i L..._a.. L L;_ J fl �/ FINI ATAREA W E HT F EE ED OR ° . e. ,.. -0 1. . : ...._...___. ..___......�---- �, v cn SH S HER LIG iXTURES HAVE B N REMOV FIRE SPRINKLER - MOD C T 0 OCC - .° 10 IFI A i NS UR. PAINT CEIL NG P 5 PER FIN SH CHE ULE ON H E A A 6 I I S D S E T 1.3 T SALE AREA 0 € € S 0 I H-. aD CEILING ONLY. LAY-IN CEILINGA v� o 1 N fjj I 512 L NE OF EX T N ROOF OV TO EMA 8 0 .F F : - I IS I G ERHANG R IN. ca 0 .. 0ml ..-..i ....�........... I � ........ 1111 . « %..... ......... :1111 # N v y k _ c : € i l I i : ( ; : : : : I ® : : i 514. PAINTI80TTOM OFDEXPOSED STEE BEAM AT LOCATION OF NEWLY REMOV D DEMISING WALL TO 501 A2.0 I MATCH EXISTING. ftftL 1 . I �. 0 ; :. :... ....._... ..._._. _....... .. 11.1..1 1 : : : : 1;111 �.... :... 1;111 _<.. :... __. .. : Q� . } : : I # . i i ] n ri 1i . : MENS1. # 1. E r_ -_ ¢ � �. 0 r :'� a 18 t iii ; r.... __I_� : ... 11:11.. %_. t.- ;1111 . ......... ._...... ......... ........ ----__ ............T-11 : 1 71 € : : I I = y 1:111 LAY IN C LNG0 1 n k I vi.,cm++ @ 8-0 A.F.F. 513 �. c ° 1 v >,o € # ; • i : : : ................._........_....... 0 L].N € I : : � i 2 _..............1111.-........«._._.._............_........... ..__._......_..........%.........._......._................_._._.....................;................1111................... �� _. .._ 1111 : ... ......._..'. ..... ..... 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HEADER W/TWO(2)3-5/8"X CASH i, : 1 N : N -0 _ 18 GA.STUD CONNECTED 3' I o, S R00 M A5.1 a; TO EXIST.STUDS AT BOTH k 103 - ENDS OF OPENING W/CLIP W O O LAY IN CEILING SEE 9 4 [ = ANGLES AND(4)#12 TEK LAY-IN CEILING # 510 0 SHEETS A1.3 AND A2.0 z 0SCREWS,TYP. `.................................... . ................e............. @ 8'-0"A.F.F. _I. .. Ir - ® I FOR ADDITIONAL a I _ # INFORMATION ® ..1 ..........111.._............_................. i i T # I I -7- F-1 ' :I 7 Y G' . __ .....:__..._....._.._......_........... ..--......._ 1 111.. --.s...._............_...........i.._.......... I "I � 0 501 : -_ _ - - - - - -- - - - -. ....._ _..._..__..._.._......_...-........-11 11 1111.-..:-...-:.._..-...._--.........................-.:=....1.1...-11....11. -1111 ...... ......... 1111.. _.................._1111.... _ - - _ __ _ ¢ . >� ____l L _ - B . k \ o F N M to cfl 1� 00 � O 501 503 503 501 ® w ..............................._. ............... x O 7SALES FLOOR . . . : iN k: / BULKHEAD SECTION CEILING PLAN : : 11_ 1 tl E: - MANAGER I . ! i : ! I # A2.0 I i I I SCAL 1 - 1 0 BOTTOM OF WOOD DECK __j 507 507 OFFICE ELEV VARIES.+/-11'-8"A.F.F. TYP TRP VESTIBULE 1 N I +- RI E EXISTING GYP. VALLEY / 16-0 DG 100 102 , @ @ BD.CEILING @ DATE 04/12/13 LAY-IN CEILING BOTTOM OF JOISTS LAY-IN CEILING I, @ 8'-0"A.F.F. ELEV.+/-11'-4"A.F.F. - - @ 11'-7"A.F.F. 10'-10"A.F.F. - - �oB No. 13040 . .... .,,,.,LLLL'. CEILING PLAN 'L �"_Ll� .. .1 .SCALE 1/8°_ 1 1.011 S SHEET NO. ELEVATION GENERAL NOTES 1. REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION. RO T J 2. SIGNAGE PERMIT DRAWINGS TO BE SUBMITTED SEPARATELY. � A CI i R C� 3. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING 5 PROPOSALS AND COMMENCING WORK. ' LA ' �F D 4. SIGNAGE SHOWN FOR REFERENCE ONLY-ACTUAL SIGNAGE SIZE AND TYPE TO BE DETERMINED BY HFT `� f AND LANDLORD 5. ALL SIGNAGE TO COMPLY WITH LANDLORD TENANT CRITERIA AND STATE/LOCAL CODES. f� 6. COORDINATE WITH SIGNAGE VENDOR FOR ANY SPECIFIC CRITERIA TO BE USED. tt��,, 7. ALL SIGNAGE TO BE UL RATED. 01 v 8. EXISTING STOREFRONT CONSTRUCTION AND FINISHES TO REMAIN U.N.O. o 0 600 SERIES ENOTES 04 CLEAR ANODIZED ALUMINUM N COLUMN ENCLOSURE,TYP.@ 600. BI-PARTING STOREFRONT ENTRY DOOR REFER TO SHEET A5.0 FOR DOOR TYPE AND HARDWARE - 0c.0 BOTH SIDES-SEE DETAILS ON SPECIFICATIONS. - .�N v SHEET A4.1 FOR ADDITIONAL 601. ALUMINUM STOREFRONT SYSTEM TO MATCH EXISTING FINISH. SEE DETAIL 2 ON THIS SHEET FOR 00 X vi INFORMATION ADDITIONAL INFORMATION. ca t4 602. EXISTING STOREFRONT SYSTEM TO REMAIN. G.C.TO CLEAN AND REPAIR CAULK AT WINDOW AND V--� 13/4"X 41/2"CLEAR ANODIZED �., ALUM.PANEL SEALS AS REQUIRED TO PROVIDE A WEATHER-TIGHT STOREFRONT SYSTEM. ALUMINUM STOREFRONT 603. SIGNAGE BANNER. PROVIDE EYELETS SPACED AT 4'-0"O.C.OVER A 40'-0"LENGTH ON EXISTING - -� v BUILDING PARAPET FOR BANNER ATTACHMENT. G.C.TO COORDINATE EXACT PLACEMENT OFcu cu 4 SYSTEM WI 1/4 CLEAR TEMP. BANNER WITH HFT SIGNAGE VENDOR. (D M GLASS,TYP. 604. APPROXIMATE LOCATION OF HFT EXTERIOR SIGN. STOREFRONT SIGNAGE PROVIDED AND �jcu INSTALLED BY HFT SIGN CONTRACTOR-HFT GENERAL CONTRACTOR TO COORDINATE. ALL NOTE:G.C.TO FIELD VERIFY ALL SIGNAGE IS BY SEPARATE PERMIT. Q 04 EXISTING STOREFRONT DIMENSIONS 605. CLEAR ANODIZED BREAK METAL ENCLOSURE. SEE DETAILS ON SHEET A4.1 FOR ADDITIONAL - BEFORE ORDERING.NOTIFY INFORMATION. _ U 2(.0 ARCHITECT OF ANY DISCREPANCIES. - �-' i' 606. ACCESSIBLE RAMP. SEE SHEETS AS1.0 FOR ADDITIONAL INFORMATION. 0 y 607. 6"0 STEEL PIPE BOLLARD. SEE DETAIL 41A4.1 FOR ADDITIONAL INFORMATION. 608. PATCH,REPAIR,AND 1 OR REPLACE DAMAGED WOOD FACADE SHEATHING AND FRAMING AS REQUIRED. PAINT TO MATCH EXISTING COLOR. I` O A CLEAR ANODIZED B CLEAR ANODIZED 609. SCRAPE LOOSE EXISTING PAINT AND CLEAN STANDING SEAM METAL ROOFING AT ENTIRE AREA OF r ALUMINUM STOREFRONT D ALUMINUM STOREFRONT HFT SPACE. PRIME AND PAINT TO MATCH EXISTING COLOR. 610. APPLY 3M FASARA DECORATIVE WINDOW FILM W/OPAQUE WHITE FROST PATTERN TO INTERIOR SIDE OF STOREFRONT GLAZING. L K"2 STOREFRONT ELEVATION ° REFER TO NOTES ON EXTERIOR ELEVATIONS FOR EXISTING BUILDING MATERIALS.REFER TO KEYED � Q 2 o �-oSCALE: 1/4"=1'-0" NOTES.ON EXTERIOR ELEVATIONS FOR NEW WORK. 0 02 a3 a.• c0 Q �� N O C•L N ® C O O NZ N LOQ N 6 can) C to N ±149'-1 1/2"HFT SPACE •-�c0 C° °-n L 608 cn a,- TAN METAL COPING,TYP. t50'-4" 15 o TAN STUCCO ON PLYWOOD PANELING,TYP. TAN WOOD LAP SIDING TAN PLYWOOD PANELING,TYP. o TYP. 609 BROWN STANDING SEAM MTL. 604 609 TYP. BROWN STANDING SEAM MTL. 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TYP. TYP. TYP. BOTTOM SECTION OF Q C OF 4 STOREFRONT SYSTEM vi•° ca Q ID a� EAST ELEVATION = 3°:t! SCALE: 118"= 1'-0" N= 3 A3.0 "a Ucu O LL ® U E +r o Q 2ca `.Cy- +r O O N ECO E E N M 'O E N N U N L REVISIONS a Q 0 00 W 0 EXTERIOR ELEVATIONS DATE 04/12/13 JOB NO. 13040 SHEET NO. QAR NOTE:DIMENSIONS SHOWN ARE FOR TOILET PAPER DISPENSER LOCATED BELOW GRAB BAR.IF DISPENSER IS ABOVE GRAB BAR,DISTANCE FROM 16'-7 1/2 �g ROBER REAR WALL SHALL BE 2'-0 - -- ---"-3'-0"FROM REAR WALL.IF DISPENSER ISNOT --���---------�-�- --- --� -...._: ' RECESSED,IT MUST BE 12"MIN.ABOVE THE GRAB BAR. 48" PAC R 9 702 7163'-3"-3'-5" LOU, n 1 nC�3-0 4-6 �MIN. MIN. ? N �� 1'-0" 21-01' 1'-0n 31-61' z 705 MIN. MIN. MAX. MIN. c� lLlL112 ............. ............. TOILET & BREAK ROOM NOTES . oN c� SEE DETAIL 8/A4.000 1 w TOILET PAPER FOR BLOCKING AT 2'-6" A 701. RESTROOM FIXTURES,SEE PLUMBING DRAWINGS FOR ADDITIONAL d' z GRAB BARS jQ DISPENSER GRAB BARS NO OTHER FIXTURES INFORMATION. O 04 PERMITTED IN CLEAR z :a Lo 702. DOTTED LINE INDICATES PROVIDE AND INSTALL WC-1 ON WALL AS SHOWN.SEE - FLOOR AREA - r M FINISH SCHEDULE A1.3 FOR ADDITIONAL INFO, _ O co cn a _ M 08 703. TOILET PAPER DISPENSER BOBRICK MODEL:#B-2840. PROVIDED BY HFT AND = N v N a r o - - - - - - - - - - - J INSTALLED BY G.C. o x� 0 704. DRINKING FOUNTAIN-REFER TO PLUMBING DRAWINGS FOR ADDITIONAL v `_� 5'-0"MIN. 712 10 BREAK ROOM A INFORMATION = _ N o A4.0 705. WATER HEATER MOUNTED ABOVE MOP SINK ON SHELF. SHELF TO BE _ = to t 106 MOUNTED AT 7'-0"A.F.F.REFER TO PLUMBING DRAWINGS FOR MORE DETAILS. = = J L 2'-0"-31-011 oco B 706. FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR MORE DETAILS. d' o M 707. DASHED LINE INDICATES MIN.CLEAR FLOOR SPACE(TYP.) o 708. CLEAR FLOOR SPACE CENTERED ON LOW DRINKING FOUNTAIN. c� 712 716 711 709. SEE DETAIL 7 THIS SHEET FOR MOUNTING HEIGHTS AND DIMENSIONS. _ >N 710. NUMBERS INDICATE MINIMUM CLEAR AREA AT FLOOR SPACE DIAGRAMS TYP. - t1) 3 ACCESSIBLE WATER CLOSET ELEVATIONS 2 ACCESSIBLE TOILET PLAN �♦ 714 711. REFRIGERATOR LOCATION. 00 SCALE: 1/2"= 1'-0" SCALE: 11211= 1'-0" 712. SEE SHEET A1.2 FOR CASEWORK AND TABLE TAGS. = U .� A4.0 A4.0 a� • 713. HFT GENERAL CONTRACTOR TO PROVIDE AND INSTALL ASI PORCELAIR HAND �/ 0 DRYER(110-120V,17.6 AMPS),MODEL#0185. SEE ELECTRICAL DRAWINGS FOR 1� o ADDITIONAL INFORMATION. - 0 o...... 1 714. BREAKROOM SINK SEE P1.0 PLUMBING FIXTURES SPECIFICATIONS 715. MOP SINK-REFER TO PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. r- 716. USE%GREEN BOARD IN-PLACE OF%GYP BOARD AS NOTED ON WALL TYPE A. 717. GRAB BAR. SEE DETAIL 8/A4.0 FOR ADDITIONAL INFORMATION. °o • • •o QUA 1 717 717 GENERAL NOTES V-5"MIN. I 701 701 O Q o HOT WATER AND DRAIN PIPES UNDER I,x - - TYP. a 3 511 '' }' LAVATORIES SHALL BE INSULATED OR I ;-- �. '00 1. SEE TYPICAL RESTROOM DETAILS THIS SHEET FOR ADDITIONAL INFORMATION. V-3"MIN. r`' �:2 \ 709 ` "' MENTYP n, WOMEN "' 709 2. SEE A1.1,&4.1 FOR KEYNOTE REFERENCES,WALL TYPE REFERENCES,AND �, o Y OTHERWISE CONFIGURED TO PROTECT I \ .2 ADDITIONAL INFORMATION ` .' ' AGAINST CONTACT PER ADA REGULATIONS. c ( 701 ti._..._...._.... - 701 3 SEE PLUMBING SHEET FOR FIXTURE TYPES (' >,° - - - _ - - - - 713 1703 7.43 713 4. FURNISH ALL HARDWARE AS REQUIRED. PROVIDE ADJUSTABLE SHELVES AND I- -1 30" I 13Q REQUIRED HARDWARE WHERE SHOWN.(NO VISIBLE HARDWARE) a �. --- �' B `, 706 60" 60" 706 A 5. SEE ELECTRICAL&PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION o N w z 702 .� - P cUa� h O A 716 P. ca> z 1 . `\ • .1 - - z:\ - �4 07 - o -- O I - t_j M /H ♦ EE= r z N ! _ - Z ♦ , _ ..Y .. - c I , s C'? _ N DC 4 O C a) N ' \♦ *Na° N lz c O 1- n A A y ♦\\ i ' �i� r. : .........) o21-1a)v ... cV !. . Oma) 4'-0"MIN. Q- _ n 704 " ___ __ _ ��o a� 4- 8"MIN.KNEE 6"MAX.TOE 8"-1'-4"KNEE 6"TOE 12 I 702 12 6 � CLEARANCE CLEARANCE CLEARANCE CLEARANCE NO OTHER FIXTURES = E PERMITTED IN CLEAR 708 716 µ- FRONTELEVATION 1'-51'-21-11' FLOOR AREA _ n �' c SIDE ELEVATION :Oo 30 ;0: :........................... .............. ...... v � vcn ELEVATION PLAN '-'- 707 710 `° al)4- 4 ACCESSIBLE WATER CLOSET ELEVATIONS 5 ACCESSIBLE LAVATORY PLAN & ELEVATION 4 TYP. TYP. aN n_ i n n_ 1 n " A4.0 °�, � A4.0 SCALE: 1/2 - 1-0 A4 SCALE: 1/2 - 1-0 48 48" - 6'-21/2" 4'-0" 6'-511 �' 2 o 2r 7r 7f 7r Q �� 2�. 6" ��\`1' Q `� a ENLARGED RESTROOM / BREAK ROOM PLAN `�i c LATCH SIDE ��Q / 9" OF DOOR A4.0 SCALE: 3/8"= 1'-0" �,a 7 &0 O QN VO O ` GRADE 2 SEE INTERIOR Q c c BRAILLE � ; ELEVATIONS OR L - - o TYP.RESTROOM SIGNS u- ACCESSORY SCHEDULE - ¢ 3 w 61' FOR EXACT SIZES , . \ s Z i� C7 CV Q / L Q- 9 o ACCESSORY ACCESSORY �/ z \ W SIGN U N "a� co TEXT 0- W O 0 Q N a) \ Z �• > LL = Q0Q O v- DC W = ca O O I4-- TYP.ROOM/EXIT SIGNS � Y W w w U- 0 1 114" 11' (' 3 Q w Z J = �- U ~ U u. w r Z 11 1 (�,.., L NOTES: �- = o r1' m w o _ � O z o zQ TO 2 2 BLOCKING,TYP. _ 010 w w oc } c3 z a o I-. �- O I-; Q FOR ALL GRAB BAR m-° 1. SIGNAGE SHALL COMPLY WITH LOCAL ACCESSIBILITY CODE AND SECTION 703 OF THE ADA REGULATIONS,INCLUDING THE m >- �-- O w O `l "' ca a- O � � w . m o °- U)i � � LOCATIONS V °, REQUIREMENTS BELOW. w o oo W m w m m Z o > N W o U 2. CHARACTERS,SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS AND SYMBOLS SHALL a co z 0 � •1 4 � � > Owm � c Uz � O w � � � v `- > PEENED U ?� o. CONTRAST WITH THEIR BACKGROUND. o o 0 o UQ = o a m M w {, L 3. CHARACTERS ON SIGNS SHALL BE RAISED 1/32"MINIMUM&SHALL BE SANS SERIF UPPERCASE CHARACTERS.CHARACTERS � a o o _ w �' GRIP Q L °- SHALL BE A MINIMUM OF 518"AND A MAXIMUM OF 2"HIGH. �;, 4. BRAILLE SHALL BE GRADE 2 AND SHALL COMPLY SIZE AND SPACING REQUIREMENTS IN THE ACCESSIBILITY CODE.BRAILLE v �j c o CHARACTERS SHALL BE LOCATED BELOW THE SIGN TEXT,WITH A 3/8"MINIMUM SPACE BETWEEN BRAILLE AND TEXT OR OTHER PAPER TOWEL WASTE HAND PAPER CUP COAT OVER FULL r � E SIGNAGE ELEMENTS(BORDER,PICTOGRAM,ETC). WALL lsn ° O 0 5. PICTOGRAMS SHALL BE ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE DISPENSER RECEPTACLE DRYER DISPENSER HOOK LAVATORY LENGTH "=cu"�- o- OUTSIDE DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MINIMUM OF 6"IN HEIGHT. MIRRORS �' co 5 p c L_ 6 SIGN DETAILS 7 ACCESSORY MOUNTING HEIGHTS $ GRAB BAR SECTION �-oSCALE: N.T.S. �.oSCALE: 1/2"= 1'-0" A4.0 SCALE: 1/2"= 1'-0" REVISIONS CASEWORK NOTES 1. REFER TO GENERAL NOTES OF SHEET A0.2 FOR ADDITIONAL INFORMATION 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING GYP.BD.(TYP.) CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND COMMENCING NEW OR EXISTING WORK. STUD(TYP.) w if 3. CABINETS WITH DOORS: 4"X 4"X 48"ALUM. ya f ALL PARTS EXPOSED TO VIEW SHALL BE COVERED WITH LAMINATED DIAMOND PLATE ~ PLASTIC FINISH.INSIDE OF CABINETS SHALL BE MELAMINE. FINISHED END 4"HIGH,314"THICK GRAY 25" PANELS TO MATCH 4"X 4"X 48"ALUM. CORNER GUARD 4. FURNISH ALL HARDWARE AS REQUIRED. PROVIDE ADJUSTABLE SHELVES DIAMOND PLATE w LAMINATE BACKSPLASH AND REQUIRED HARDWARE WHERE SHOWN.(NO VISIBLE HARDWARE) 4"H.PLAST.LAM.BACKSLASH FRONT FACE " CORNER GUARD (2)2"GRAY PLASTIC SQUARE EDGE ON 11 " PLAST.LAM.BACKSPLASH BEYOND 4 H.PLAST.LAM. PLAST.LAM.FINISH STRIP Q 5. PROVIDE ALL NECESSARY IN-WALL BLOCKING OR PLYWOOD BACKING AS 11 A-4.0 � GROMMETS PER COUNTER 2112" COUNTERTOP,NO REQUIRED TO SUPPORT COUNTERS,SHELVING,CABINETRY,ETC. 24"DEEP PLAST.LAM. BACKSPLASH TO MATCH COUNTER NEW OR EXISTING TOP,EQUALLY SPACED. 'r BULLNOSE 6. PROVIDE SUPPORT BRACKETS AS REQUIRED AT ALL COUNTERS. ALUMINUM'U'PANEL RETAINERS .........................._........................... COUNTER STUD(TYP.) �- N M d Lo CO t` 00 0 7. PROVIDE'CUTOUT'AND/OR OPENINGS AS MAY BE REQUIRED FOR BASE CABINETS GYP.BD.(TYP.) PLUMBING FIXTURES,EQUIPMENT,ETC.VERIFY LOCATIONS WITH HFT. REMOVABLE PLAST.LAM.PLUMBING - - _ W/(1)ADJ.SHELF ACCESS PANEL.FABRICATE CONT.2X4 CLEAT 8. PROVIDE OPENING IN COUNTERS W/PLASTIC GROMMETS FOR WIRING AT CONNECTORS AS REQUIRED SO g" SECTIONS QQATTACHED TO WALL ,f, ELECTRIC&DATA OUTLETS AS MAYBE REQUIRED,VERIFY LOCATIONS THAT PANEL MAYBE REMOVED TO PLAST.LAM.APRON / / \ / \ STRIP WHERE CAB. & WITH HFT. - o o - - - - - - - - - - - - - - MEETS WALL 1-112 THICK GRAY O SERVICE PLUMBING BEHIND. DETAILS 9. SEE DRAWING A1.2 FOR CASEWORK&COUNTERTOP LOCATIONS. - - - - - - - - - - - - - - - LAMINATE COUNTERTOP ' N N "' \ \ / \ / 10. PROVIDE RUBBER BASE OVER TOE KICK. SUPPORT PANEL @ 4'-0" n 11. OPEN SHELVING:ALL SHELVING UNITS,EDGES OF SHELVES AND VERTICAL \ \ / \ / RUBBER BASE OVER 4 \ \ / \ / 4"HIGH TOE KICK O.C.MAX. FINISH TO SUPPORTS SHALL HAVE PLASTIC LAMINATE FINISH ON ALL SURFACES ALUMINUM CLIP ANGLE MATCH COUNTERTOP EXPOSED TO VIEW. DATE 04/12/13 4"HIGH RUBBER BASE 1'-5" 2'-0" 2'-8" 2'-9" 2'-9" GUARD AT WALL OPENING GUARD AT WALL CORNER .JOB NO. FINISHED FLOOR 13040 10'-0" (`12� OFFICE COUNTERTOP SECTION �� COUNTERTOP SECTION SINK �o BREAK ROOM CASEWORK ELEVATION 9 WALL GUARD DETAILS A4.0 SCALE: 1/2"= 1'-0" A4.0 SCALE: 1/2"= 1'-011 A4.0 SCALE: 1/2"= 1'-0" A4.0 SCALE:3"= 1'-011 ■ SHEET NO. EXIST.WD.STRUCTURE TO REMAIN SEE DETAIL 1/A4.1 FOR LINE OF EXIST.STRUCT. „ EXIST.GYP.BD. CEILING VARIES, WALL TYPE NOTES EXISTING EXTERIORBRACING AT UNSHEATHED CLG.TO REMAIN SEE AlA1.1&A2.0 K STUD FLANGES � 3-5 8 �tQii WALL FOR ADDITIONAL GYP.BD.CONTINUES TO 1. REFER TO GENERAL NOTES ON SHEET A0.2 FOR ADDITIONAL INFORMATION INFORMATION END GYP.BD 6"ABOVE DECK IF LAY IN CEILING 2. HFT GENERAL CONTRACTOR TO VISIT SITE AND VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING PROPOSALS AND T PATCH&REPAIR GYP.BD. s DROP CEILING DOES NOT OCCUR COMMENCING WORK. t , AS REQUIRED AT NEW `o `o 3. THE MATERIALS AND DETAILS SHOWN ARE FOR TYPICAL INSTALLATIONS WHERE THE STUD MANUFACTURES CEILING VARIES,SEE WALL CONCTRUCTION _ RECOMMENDATIONS OR LOCAL ORDINANCES ARE MORE RESTRICTIVE,THEY SHALL APPLY. A1.1&A2.0 FORto 4. TYPICAL FASTENER: "' t 4x6 MTL.WALL VENTS STOREFRONT WINDOW SYSTEM, " ADDITIONAL 4A. STEEL STUDS TO STEEL STUDS OR TRACKS:#-18 X 1/2"TEKS/2 WITH PHIL PAN HEAD FOR 25 GA.OR 20 GA.#10-16 X •' ,� PROTECT DURING CONSTRUCTION- 2-1/2 20 G .METAL INFORMATION " @ 48 O.C.MIN.,PAINT APPLY 3M FASARA DECORATIVE STUDS @ 16"O.C. 9116 TEKS/3 WITH PHIL PAN HEAD FOR INTERCONNECTION OF 18 GA.OR 16 GA. TO MATCH WALL.CUT WINDOW FILM W!OPAQUE WHITE 4B. STEEL STUDS OR TRACKS TO WOOD PURLINS,GIRDERS&BEAMS:#14-10 X 1 1/2"H.W.H.TYPE"S"METAL-TO-WOOD p 04 OPENING THRU GYP. FROST PATTERN TO INTERIOR SIDE 3-518"18 GA.METAL STUDS @ TEKS. _ EXISTING EXTERIOR '-'- BD. OF STOREFRONT GLAZING 16"O.C. 4C. STEEL STUDS OR TRACKS TO STRUCTURAL STEEL(TUBE STEEL,WIDE FLANGE COLUMNS,BEAMS,GIRDERS,ETC.): WALL 3-112"R-13 BATT INSULATION TEKS/3 OR TEKS/4-GAUGE AND LENGTH AS REQUIRED FOR THE COMBINED THICKNESS OF THE FRAMING TO BE DRILLED. .p`CV to NOTE: WALL TYPE Al, 4D. PLYWOOD TO STEEL STUDS:#10-24 X 314"TEKSl3(PLYMETAL TEKS)WITH THIN WAFER HEAD. -_ 3-5/8"20 GA.METAL 6"18 GA.METAL STUDS @ 16 4E. GYP.BOARD TO STEEL STUDS:#7 X 1 114"HI-LO TYPE"S"BUGLE HEAD SCREWS FOR 3/8"TO 5/8"GYP.BOARD TO 25 O STUDS @ 16"O.C. -H 518" GYP.BD. 518"GYP.BD.---- O.C.OCCUR @ PLUMBING GAUGE OR 20 GAUGE STUDS.#6 X 1 1/4"TYPE S-12 BUGLE HEAD SCREWS FOR 3/8"TO 5/8"TO 18 GA.OR 16 GA.STUDS OR _ w% -0 v WALL BETWEEN RESTROOMS TRACKS. 5/8" GYP.BD. AND BREAK ROOM. 5. ALL GYPSUM BOARD RETURNS SHALL HAVE METAL CORNER BEADS MINIMUM FLOOR TO CEILING.ALL PENETRATIONS IN U) v ..<= DRYWALL CONSTRUCTION ABOVE FINISHED CEILING AND AS NOTED ELSEWHERE SHALL BE EFFECTIVELY SEALED TO - - �' �- ) NOTE: GYP.BD.TO EXTEND PR 3-5/8"20 GA.METAL 2-1/2"20 GA.METAL 3-018"18 GA.METAL TRACK SOUND LEAKAGE AND FIRE CAULKED AT U.L.RATED PARTITIONS.ALL DRY-WALL JOINTS ABOVE FINISHED _ _ co CEILING SHALL BE"FIRE TAPED"ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE TO DECK ON ONE SIDE OF TRACK TRACK A` WALL AT EACH CASH ROOM UNDERSIDE OF THE DECK STRUCTURE ABOVE.ALL PLUMBING CHASES UNLESS OTHERWISE NOTED SHALL EXTEND W dcc - ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.ALL VERTICAL DIMENSIONS SHOWN ARE TOCc M RUBBER BASE RUBBER BASE SCHEDULED BASE LLALL. THE TOP OF THE SLAB,UNLESS NOTED OTHERWISE. LO FINISHED FLOOR FINISHED FLOORLFINISHED FLOOR 6. DRYWALL CONTROL JOINTS ARE TO BE INSTALLED AT MINIMUM 30'-0"O.C.AT PARTITIONS AND ELSEWHERE AS NOTED. N 7. AT PARTITIONS HIGHER THAN 12'-0"PROVIDE HORIZONTAL LATERAL BRACING WITH 11/2"16GA.COLD ROLLED CHANNELS __ Q Lo C WALL TYPE C B WAL L TY P E B A WAL L TY P E A AT 8'-0"O.C.VERT. ANCHORED TO STUDS. SEE DETAIL 1 THIS SHEET FOR ADDITIONAL INFORMATION. _ - " - 8. ALL HFT FRAMING SHALL BE METAL STUDS. - U O A4.1 SCALE: - 1-0 A4.1 SCALE: 1 - 1-0 A4.1 SCALE. 1 - 1-0 9. ALL WOOD IS TO BE FIRE RETARDANT TREATED. D 04 10. ALL RATED WALLS TO FOLLOW UL DESIGN#U419. C:) O r f2 NOTE: BRACING OCCURS WHERE INDICATED ON WALL TYPE DETAILS AND AT MID-POINT OF WALLS BETWEEN END OF GYPSUM BOARD ABOVE CEILING AND THE ° STRUCTURE ABOVE,TYP. Q.a 3-518"20 GA.METAL JOISTS @ CL 3 ................................_....... ..............._......................................_ 16"O.C. . Cc 5/8"TYPE"X"GYP.BD. L 1/2 TYP. EXISTING CMU WALL TO REMAIN Q °N (j)' 0 L " _ 4"DIAMETER 114"STEEL PIPE W/ �o 518 PLYWOOD,PAINT P 2 0 FRAME SOLI SEE _ FULL HEIGHT OF FRAME PRE-MANUFACTURED RAISED LID o GROUT CORE NEAREST D INTERIOR WALL, FLOOR PLAN,SHEET A1.1 o AND WALL TYPES,SHEET 3-518"20 GA.METAL TRACK .............. REBAR SEE 5/A4.1 FOR NOTES DOUBLE BOLT INTO CONCRETE PER N }�,A4.1. EXIST.CONC.BLOCK,GROUT SOLID MANUFACTURER'S REQUIREMENTS c518"MOISTURE RESISTANT GREEN BD. 3-518 20 GA.METAL STUDS z GALV`D METAL STUD �Q d o ` m CL @ 16"O.C. Q v d u. °- is cn :._....... ................... .o . 4'-0"HIGH WC-1. SEE ¢ v DOOR TRACK BY DOOR MAN F. m 5/8"TYPE"X"GYP.BD. `? o TOP OF EXIST.SLAB ° " FINISH SCHEDULE ON F- a� Z A1.3 FOR ADDITIONAL GALV.STEEL CHANNEL PAINTED. PREP. a°v; o INFORMATION " AND PAINT P-4 AS REQUIRED -D a)o MOP SINK 3-5/8 18 GA.METAL TRACK *-5 PATCH AND REPAIR CONCRETE 1/2"X 5"GALV.TAPCON OR EQUAL L) o ..................._.............................................................................................................._.. ADMAGED AS A RESULT OF o c SCHEDULED BASE STAGGERED @ 16" INSTALLATION TO MATCH ADJACENT TRADE READY SPAZZER 9200 SURFACES(TYP.) E'n a� -. .............-............. FINISHED FLOOR SPACING BAR - Z L D A 3 INTERIOR BOLLARD DETAIL a N D WALL TYPE D 1 LATERAL BRACING FREE STANDING WALLS 2 OVERHEAD OORJ MB � -� ' A4.1 SCALE: 1"= V-0" A4.1 SCALE:N.T.S. A4.1 SCALE: 1 112"=1'-0" A4.1 SCALE: 1"= 1'-0" to L L f; O aCOcc � . CONCRETE TO BE RAISED Q c �Q 6"DIAMETER STEEL PIPE FILLED w/ 24"TYP. CONC.PAINTED SAFETY YELLOW AND ami a W EM-BEDDED IN CONC.BASE EXISTING BLOCK TO L 0 REMAIN BITUMINOUS JOINT AROUND PIPE(ONLY o Q 3 :� EXTEND SIDE BARS Q 0 3 WHEN INSTALLED IN CONC.) THROUGH BOND Nv i1'-4" v BEAM AS REQUIRED .n -1-0" ca Q Q.o0 TOP OF EXIST.SLAB >Q 8" _ 12 ? 8"x 16"DEEP MASONRY BOND BEAM REINF U) o PATCH AND REPAIR TO MATCH w/(2)-#4 TOP AND BOTTOM AND GROUT SOLID. 1 U EXISTING MASONY WALL TO EXISTING DECK I-l- �. o ADJACENT SURFACES(TYP.) /\\j\\ \\j o n n ... ................................._..............................................:....................................................................... . . � PROVIDE 8 DEEP MASONRY AT 4-0 MAN .................... c.�.. � REMAIN,PROTECT DURING ............................................................................................................................................................... E :3.0, U Ego �/j\\ •-''.> :ti j�\j M DOOR OPENING I �- '�. CONSTRUCTION � v, L CL GROUT AND REINFORCE JAMBS AS 8"x 16"DEEP MASONRY BEAM REINF Qa. REQUIRED SEE 7/A4.1 PROVIDE AN 3'- 3000 PSI CONCRETE /\\//� p e i•. •: ADDITIONAL(2)-#5 w/(2)-#4 TOP AND BOTTOM AND GROUT OVERHEAD DOOR ANCHORED TO > o \/\,;a ° ► d ` \/ Z STEEL CHANNEL SOLID. EXTEND BARS 24"PAST EDGE MASONRY > o // SEE DETAIL 21A4.1 FOR DETAILS I ' BARS AT EACH SIDE " OF ALL OPENINS. ................................................:.............................................. ......................................_...,.... ..........._ OF OPENING,TYP. PROVIDE 8 DEEP EDGE OF BLOCK BEYOND BARS TO EXTEND A MASONRY AT 4'-0"MAN DOOR 24 GA.MIN GALVANIZED STEEL LO o ; HOOD BY DOOR MANUFACTURER. v fl. / n 0- / MINIMUM OF 24 -v E : := I - -.-.--................- _._._ :.-::......._:... --.- - - - CONTRACTOR TO CONFIRM ALL M M.O.-SEE PLAN I PAST THE EDGE OF is j ^'T ' EP MASONRY BOND BEAM iDIMENSIONS �' N �� OPENINGS. �� - j 8 x 16 DE :�: :: r H.� o 1-4 :................. �_.{ _ __ ____ __.__._ _ :'____ __ _ REINF w/(2)-#4 TOP AND BOTTOM AND 4- 4 BOLLARD DETAIL 5 B®ND BEAM DETAIL PROVIDE ANADDITIONAL2-#S BARS AT BOTH SIDES OF ALL OPENINGS. GROUT SOLID A4.1 SCALE: 1°= 1�_0�� A4.1 SCALE: 1"= 1'-0" ,......... :._... -..... .. BARS TO EXTEND A MINIMUM OF 24" PAST THE E OF OPENINGS.GROUT DOOR -- COR SOLID HAND CHAIN BY D REVISIONS MANUFACTURER. . ................... r TOOTH NEW MASONRY INTO EXISTING INSULATED 24 GA.MIN STEEL : - -_ INTERLOCKING FLAT SLAT..-.... . MASONRY(IF REQUIRED) ........... _....................-. CURTAIN BY DOOR z MANUFACTURER. '..._ ;...................... 5 ................... ....................... HATCHED AREA DENOTES THE o € MINIMUM AMOUNT OF CMU LOC oc STEEL CHANNEL BEYOND THAT MUST BE GROUTED J PREP.AND PAINT P-4 AS a -..._....-...:. 0 NEW BTO EXISTING o REQUIRED . ANCHOR ANY NE LA I o -_1 _.__ __ H#4 x 1'-0"AT 12"OC USING HILTI EXTRUDED ALUM BOTTOM AR ..............:............. WITH HIT HY 200 ADHESIVE ANCHORING •B B DE 4"MIN NT 8'-0" _ BY D00 MANUFACTURER. :........... .....................�...........-...................... . SYSTEM PROVIDE EMBED ___^ - INTO EXITING SLAB-TYP DOOR TRACK BEYOND BY lDOOR MANUFACTURER.FLOOR(BEYOND) .:. .--. .........._-.. .._. ,................................................... o -------------- N M CO f�- QO 0) r, .................................-...... .... f ::::� __... 2/A4.1 € PROVIDE DOWELS IN FOOTING OR WALL TYPES & .......................---.--.--.- ..,_:::-�.......................... FOUNDATION WALL TO MATCH REINFORCING AROUND OPENINGS- DETAILS TEANCHOR TO EXISTING FOOTING WITH f HILTI HIT HY-200 ADHESIVE f ANCHORING SYSTEM-PROVIDE 6"MIN r .s DATE EMBEDMENT � I! ATE 04/12/13 JOB No 13040 - 7 NEW MASONRYOPENING DETAIL s OVENOT USEDRHEAD DOOR DETAIL s A5.1 A4.1 SCALE: 1/2"=V-0" A4.1 SCALE: 1/2"=1'-0" ■ SHEET NO. AR RoETT LAI o ll <� 1-1I2"STEEL HANDRAIL-PTD. .. •rain i�jl,(il�i;i,la+a. EXIST.CONC.STAIRS TO REMAIN 4 � 1 M r 3-0 OF Cit o �d- r 12"MIN. 04 N EXISTING CONCRETE FILL AREA AROUND NEW CONCRETE -00 RECEIVING DOCK TODOCK WITH COMPACTED AGGREGATE = U dam'-Ir- -7 / REMAIN 1 11.0" TO MATCH EXISTING. BACKFILL WITH 0 N REPLACE EXISTING DOCK DIRT AS REQUIRED TO MATCH EXISTING = Lo GRADE. REPAIR LANDSCAPING/ e Q c.0 BUMPERS W/12"x 24"x 6" 6 RESEED AS REQUIRED,TYP. 4 5 LAMINATED LOADING DOCK 3 A 0 v r BUMPERS.PART#B612-24 BY A4.2 A4.2 0 x--4 A4.2 o NOTE: CISCO-EAGLE OR EQUAL-TYP. — (D LL, C14GUARDRAILS!HANDRAILS TO BE ALL WELDED OF 2 A / / CONSTRUCTION ALL WELDS GROUND >>y EXIST.ASPHALT GRADE SMOOTH AND FINISHED.TOUCH-UP ABRADED d' co AREAS IN FIELD. ALL HAND RAILS&RAILINGS TO / / / / / / / N�-0 0 BE PREPPED AND PAINTED HONORABLE BLUE P-3 a �.8,,. / / =L? ca PER FINISH SCHEDULE ON SHEET A1.3. ° a a a ° >T_ S. , ° d a — Q Ldp 4 SECTION CONCRETE PAD = �= o� U L SCALE: 1/2"= 1'-0" ,� a a ° . A4.2 4 �12 ° ,,�• a a o N °. `.. A4.2 A4.2 a ° _ o 4 Cd ° a a 1-1/2"STEEL HANDRAIL- d ° d. SEE DETAIL 4 ON THIS o SHEET FOR ADDITIONAL INFORMATION / ? : a 4 d d a - C.J. o 0•( 1-1/2"DIA.STEEL POST / / d ° o �.� EXISTING CONCRETE / a 2"O.S.DIA.x 3/8"THK.PIPE SLEEVE STAIRS TO REMAIN / a. a d ° ® ' m 3/8"DIA.x 1"MOUNTING BOLT(3)PER c 6"THICK CONCRETE PAD, / (' >,p� BRACKET ° :� O MIN STRENGTH OF 4,000 / / / d a ° i— M CONT.WELD PSI CONCRETE WITH 6x6- / ° a o L / d co 3-1/2"DIA.x 3/8"THK.PLATE W4.0 x W4.0 WWF / / ° ° o 3/8"DIA.x 3"SLEEVE ANCHOR.(3)PER / ° �'� BRACKET / - a ° °. c m r / d 4 d a.. O(4 EXISTING CONC./ASPHALT TO REMAIN M / ° ° a a N 4 _d• d• c a a 73 0 N. v d ° (C N e d U 0.0 vd :a d• ; N a'� d• a: N d a O d� co L C O ° dQ• da da •Q Q e c a..° O O E o c O O- 0 n. L �� o N 5 GUARDr1r%m1L POST CONC. CURB CONCRETE RECEIVING DOCK PLAN '�� ° �.2SCALE:6"= 1'-0" A4.2 SCALE: 112"= 1'-0" fl.O.N ^ O N N OVERHEAD DOOR-SEE c Q SHEET A5.0 FOR ADDITIONAL c rn.; INFORMATION a N += 0c 6"THICK CONCRETE PAD,MIN ` a, SEE DETAIL 8/A4.2 FOR JAMB 2 . STRENGTH OF 4,000 PSI CONCRETE CONDITION AT OVERHEAD Q v m 6"THICK CONCRETE PAD,MIN WITH 6 X 6 W 4.0 X 4.0 W.W.M. SEE PLAN o DOOR a 3 STRENGTH OF 4,000 PSI CONCRETE WITH 6 X 6 W 4.0 X 4.0 W.W.M. SEE PLAN #5,TYP. 0 w .c CL cma �'TYP. EXPANSION MATERIAL TYP. � ��� N EXISTING CONC.PAD TO a O REMAIN-PATCH AND O EXISTING GRADE w REPAIR AS REQUIRED _ o °° TO MATCH AND ALIGN W/ v '-- ` 3 NEW CONC.PAD w s a s y cv ce io '�4' "x;�, a''x:d "'� F" i?`�� ,'�-✓`�''K' .c'� -.sr' �'•�..d�`�'.,,...r` „ ii...a. ..,x..................... ° Q� .]''M. '.':.t ,.>J .a ,'..`f'>`X. '.�•;.:.('.:: Y .......: 1 nn R : : ; 1 O p M ......... S 1 :.. v x1-4 DOWEL i TN i ..............i i i k.............. E I i 1 N n vJ ............._ r ✓ rte✓ . : Y 5x1-4 DOWEL 6 O.C. :...........:: : :..............: : :............ 11 i S 1 .............. i ......._.--.... :....-...-._...: ......-....... IN. o � _ : : :_� ( � ANCHOR MIN.INTO O.C.ANCHOR 4 M : . ...� �........... : : ..... -.- ... ... . � i i i ! ..: j R ^, #5 DOWELS 16 O.C. : :.._...:.....:..: _........_.. : ;.�._..:.._:..: ;.-..._......:..: .!..... E .:.....:.......: : ,.......:.....:.; :................; ; .:.. r ...............: : :._............: INTO EXISTING SLAB W/ — €— @ • r. ^........... ......� '.�:..... -HY m WD €................ ................: : ....... IT H 200 EXISTING SLAB W/HILTI HIT � : . � � ___� ` __ _ _ HILTI H - Y E ca'o 24 : :. m_ : -: : --' -- :; -.. ....:--::........:.. . .: : :. 200 ADHESIVE ANCHOR :.: ................. :..._..... ADHESIVE ANCHOR v, co 6"COMPACTED AGGREGATE,TYP. ._ EXISTING FOOTING 0`0 ;- oo COMPACTED SUBGRADE,TYP. E o 6"COMPACTED AGGREGATE,TYP. Lo U m COMPACTED SUBGRADE,TYP. fl. M -°vcao d' � cn0 E TION CONCRETE PAD (`_2� SECTION CONCRETE PADS C ~�° A4.2 SCALE: 1l2"= 1'-011 A4.2 SCALE: 1/2"= 1'-011 REVISIONS 6"THICK CONCRETE PAD,MIN EXISTING CMU WALL TO STRENGTH OF 4,000 PSI CONCRETE REMAIN WITH 6 X 6 W 4.0 X 4.0 W.W.M. 181-0 w w #5,TYP. a � 0 N EXPANSION MATERIAL,TYP. w EXISTING GRADE m Q D _ ............' 4 r (� ray" �oz r �t ! i r� J} ✓� f Ti ........... #5 DOWELS @ 16"O.C. .............. : .._.......__ .............. ._..... ;-....._... #5 x10 DOWELS @ 16 O.C. ... , ;- 's?€ - ..... ............... ' ;_ ; '.......-..+ - S " 24" : : .......... ..... .... ............._ _ - ANCHOR 4 MIN.INTO .............. f....-.......... .............. EXISTING SLAB W/HILTI HIT SECTIONS SECTIONS & 12" 70 ADHESIVE ANCHOR DETAILS 6"COMPACTED AGGREGATE,TYP. EXISTING FOOTING COMPACTED SUBGRADE,TYP. DATE 04/12I13 JOB nlo. 13040 3 SECTION CONCRETE PAD L A4.2 SCALE: 112"= 1'-0" ■ SHEET NO. NOTE: DOOR AND FRAME SCHEDULE HARDWARE I - I GROUP ALL HARDWARE LISTED TO BE SUPPLIED BY j141� 1r,*' LISTED MANUFACTURER OR EQUAL :,. .�► DOOR DOOR DOOR FRAME FIRE HARDWARE HEAD/JAMB GROUP#1 GROUP#2 GROUP#3 GROUP#4 N0. TYPE V----___T ISIZE MAT'L FINISH TYPE MAT'L LABEL GROUP DETAIL REMARKS (MANAGER,UTILITY) (CASH ROOM DOORS) (BREAK ROOM,CORRIDOR) (RESTROOMS) -4� �k I� . I BUTTS: 1-1/2 PAIR HAGER ECBB1100, 1-1 2 IR HAGER EGBB1100 1 1/2 PAIR HAGER ECBB1100 � f / PA 1-1/2 PAIR HAGER E BB 00 BU C 11 BUTTS: BUTTS: TTS: ............._.............._..............................................................................................................._......._.........._..................._......................... ..............................._.........._..................................................................................................................................... ... . ..............,................ ............................................................................................................................................................_ _...__................._.........._.._......_.... ............ . `����'� 12'-0"x 7'-8"HFT CLEAR SUPPLIED BY G.C.TO COORDINATE FINAL DOOR AND FRAME DIMENSIONS WITH DORMA. SEE � � � ��� � �.-; " " p R p N R 11 412 x 412 x US26D. 412 x 41/2 x US26D 41/2 x 41/2 x U 260. r SEE WALL TYPE , 01 A GLASS/ALUM. 2AIA5.1 ALUM. - PER MANF. / / / S 41/2 x 41/2 x US26D. PACKAGED UNI VENDOR INFORMATION ON SHEET A0.0 FOR CONTACT INFORMATION. LATCH SET: TORE OOM LEVE DETAIL ON ,:O' O G T ANODIZED DORMA FALCONS R R S SHEET . 12'-0" G.C. N L DOOR AND FRAME DIMENSIONSWITH DORMA. EE LATCH SET: FALCON'ENTRANCE'LEVER W581 BD-D-626 LATCH SET: FALCON'PASSAGE'LEVER LATCH SET: FALCON'PRIVACY'LEVER '�'�' " ` x 7-8 HFT SUPPLIED BY G. COORDINATE FINAL S CLEAR S P _ _ ______._-_-._ __.. ..__.______..._ __._. _1-11-1-11-_ ______:_ -__._. - _ ._._..._ ._.. _ _. ..___.____ _._._____.____.__- A4.1 FOR ADDITIONAL = 02 A GLASS/ALUM. 2AIA5.1 ALUM. - PER MANF. '� DEAD BOLT: D - NY. W511BD-D 626 FALCON 2410-626 W101S D-626 W 01 -D-626 TL.STUD TO MATCH INFORMATlO ,�.,, , M S M T O PACKAGED UNIT ANODIZED DORMA VENDOR INFORMATION ON SHEETAo.O FOR CONTACT INFORMATION. ____.__._.. __.. _. ___..._ _________.- �___S__________ _-___ _________---------------___.._______._._-_ N 1 R 1 " - CYLINDERCORE F CON C I (IHCK,IHK 626 AL C WALL CONSTRUCTION 8-0 x 7 8 HFT CLEAR ANOD. SUPPLIED BY G.C.TO COORDINATE FINAL DOOR AND FRAME DIMENSIONS WITH DORMA. SEE ( ) - -- - - - --------- ------ ----- -- - ...-- ' 03 A GLASS/ALUM. 2B/A5.1 ALUM. - PER MANF. CLOSER: FALCON SC81 HW I PA-689 CONST.CORE: SCHLAGE 80-035-GRN CLOSER: FALCON SC81 HW 1 PA-689 CLOSER: FALCON SC$1 HW I PA-6$9 -11 .................._.............._..._......_.......................... .. ............................... ................. . ..................._._........................................ ..__.. ..... ...... .. .__.. ... .... ....... -............................ . .._.... . ..._.... ..._ ......_........... .... ........ ................. -� -- O PACKAGED UNIT ALUM. DORMA VENDOR INFORMATION ON SHEET A0.0 FOR CONTACT INFORMATION. � � - - ------ - ---- ----- ----------------- ,_•--._.. MTD.ON INSIDE MTD.ON INSIDE MTD.ON INSIDE p ...._. . . ..... . ._...._.................._.....(..........._............ .........). ( ).. (........................ 2 HOLLOW MTL. CAULK AROUND ENTIRE 04 B '-0"x T-0" NTED - KICKPLATE: HAGER 194S-10x34 US32D CLOSER: FALCON CONS' HW/PA-689 ) o N I f. �r - 3 x 1314 S.C..C.WOOD 1 H.M. EE NOTE 11. S 1 A BiA5.0 S FRAME,ANCHOR ; OPENING,TYPICAL BOTH O .......................................... r 00 MTD.ON INSIDE KICKPLATE: HAGER 194S-10x34 US32D KICKPLATE: HAGER 1945-10x34 US32D SECURELY TO SIDES. " N N SILENCER: 3 HAGER 307D-GREY d• 05 B 3-0 x 7 0 x 1314 S.C.WOOD PAINTED 1 H.M. 2 A&B/A5.0 SEE NOTE 11. O ... ___........._........_..._........ _.._...................................._......._............... � � METAL STUD r/ O KICKPLATE: HAGER 194S-10x34 US32D SILENCER: 3 HAGER 307D-GREY SILENCER: 3 HAGER 307D-GREY ..... ......... .... ......... .... . .. ........ ..............._..............................................................._..................I... ...... ........ _.._..... ...... .. . ..............._............... ............... ...................._................-......... .. . ... . ( � ( ).... ....................... ......... ................ ........... oN FRAMING FLOOR STOP. HAGER 241 F-US26D DOME STOP - Z .-Cn 06 B 3-0 x 7-0 x 13/4 S.C.WOOD PAINTED 1 H.M. - 2 A&B/A5.0 SEE NOTE 11. SILENCER: 3 HAGER 307D-GREY FLOOR STOP: HAGER 241 F-US26D DOME STOP FLOOR STOP: HAGER 241 F-US26D DOME ST_11-11-1-1OP ....... ........_...................................._...................................................................:..... ......................... ._....._._............ ......... .I... ..... . ....... .. ...... . ...—.. ............. ...... .. ......... ...... ......... . ....... ................. = I'llO� IrsRA is"° PEEP HOLE: ROCKWOOD 620-CHROME _ .,r . 0 ...... _. _-._ _____ __._ . TWO-WAY MIRROR _ ____....__-. _________ __--�_._ _-.�.._-_...__-----___- _ _- ___ _ _ ._ __..___._ _ _-. _. __ _ _ _ _: 07 C 4'-0"x T-0"x 1314" H.M. PAINTED 3 H.M. - 6 C&D/A5.0 SEE DOOR SCHEDULE NOTES. PEEPHOLES FOR MANAGER OFFICE SIDE OF FLOOR STOP: HAGER 241 F-US26D DOME STOP EXIT DEVICE: DETER EXIT ALARM ECL-600-ALUM - = N v GLAZING O _ _..___.._______ _: DOORS _-- _- --`__ -- ---- __._ . __ _.___ _ :@ CORRIDOR DOOR E11 ONLY. _---_- _-_ _______ 0 O X vi _ -111 08 B 3'-0"x 7'-0"x 1314" S.C.WOOD PAINTED 1 H.M. - 4 A&B/A5.0 UNDERCUT DOOR 1" PEEP HOLE: ROCKWOOD 620-CHROME j - +� " " p _ p GROUP#5 GROUP#6 = = co - 09 3-0 x 7-0 x 1314 S.C.WOOD PAINTED 1 H.M. 4 A&B/A5.0 UNDERCUT DOOR 1 NOTE: NO HARDWARE ON _ _ B O ( _ : U _j (OVERHEAD DOORS) (EXIT DOORS) EXTERIOR SIDE) s- . 10 B 3'-0"x 7'-0"x 1314" S.C.WOOD PAINTED 1 H.M. - 3 A&B/A5.0 DOOR PANELS: 2-3/4"STEEL INTERLOCKING FLAT TTS: 1-1/2 PAIR HAGER ECBB1100 d- o CO N " C E.T.R. SLAT CURTAIN W/ENDLOCKS 41/2 x 41...SEEDOOR _.........5..6_...._ ..............._................ " � N " REPLACE ALL EXISTING DOOR HARDWARE WITH HARD S 6 S 00 ............._._.........................__.............._.............. _ �................................. _......_....._. . . E11 3-0 x 7-0 x 1314 E.T.R. H.M. E.T.R. E.T.R. H.M. - 6 E.T.R. ... _...................._..........................._..................................... _.......... �� O E.T.R. ( ) PAINTED ( ) SCHEDULE NOTES. (PAINTED) __. _.______-__._--_._._.__BOTH ENDS BY METRO DOOR _... _.. _.___._. __ ._.. . __ -. ._______ _ " " " CHAIN OPERATED NON-INSULATED SERVICE DOOR AS MANUFACTURED BY METRO PADLOCK _-_� SCHLAGE KS41 F1200___ _-______--_,_-. FJ(IT DEVICE: 1. DETER EXIT ALARM >04 12 D L8'-O x 10-0 x 1 1/2 MTL. GALV. BY.MANF. MTL. - 5 2&8/A.4.1 CYLINDER CORE:___FALCON C649_(IHCK,IHK)-626__ ECL-600-ALUM. Q LO I_-- _..____ .- _. __.. _____ _ __.__ _._-_. --_- _.TYP. INTERIOR WINDOW HEAD DETA L ODOOR. FURNISHED AND INSTALLED BY METRO DOOR. _ 2: +.• R OU - - E CONST.CORE. SCHLAGE 80-035-GRN IM HOUSING: SCHLAGE 80129-626 N R NOTES: .............................._ - - ........HOOD...._.................................... 24 GA.MIN.GALVANIZED STEEL = o v- A5.0 SCALE.3 1 0 1. HFT G.C.TO FURNISH AND INSTALL ALL DOORS FRAMES AND HARDWARE. .......BY METRO DOOR......._........._.............................. .........._...I...._.. ......_.._..._.._... .. . ... CHAIN HOIST: HAND CHAIN BY METRO DOOR CLOSER: FALCON SC71 RW/PA-689 ®`� 2. EXTERIOR DOORS AND FRAMES,INCLUDING OVERHEAD DOOR,TO BE PAINTED TO MATCH THE ADJACENT FINISH ON THE EXTERIOR AND PAINTED P-4 ON THE INTERIOR. SEE FINISH SCHEDULE ON SHEET A1.3. 1..1� . GUIDES: BY METRO DOOR MTD.ON i IDE - o a) . ........... .. E)............... ...................................... 3. INTERIOR DOORS AND FRAMES TO BE PAINTED P-4. SEE FINISH SCHEDULE ON SHEET A1.3. (............_...... .........NS.........) . ... ......... .. .. r- - .... ....... ... .. ....._..................... ... . ....... .......... . ..... ....... ........ . . ................ ..................................................... ........... LOCKING: CHAIN KEEPER BY METRO �-C ._................._..................._............_..._.................. . .. . ....................... ...........................................................KICKPLATE...........................HAGER_194S-_10x34.US32D .....:.. . .... ......................_..................._.... . ....DOOR).WITH._PADLOCK...... .................... .................... . `� ,- CAULK AROUND ENTIRE ___.___._____--___.._ (SUPPLIED, HFT GC) _. SILENCER:__- __ (3)HAGER 307D-GREY ._. . _-___- _________________-.w..__ _.-___ _ __ ____..- .__ _..-_ _. _. __ _ SEE WALL TYPE DETAILS ON OPENING,TYP.BOTH SIDES BOTTOM BAR;.... EXTRUDED ALUM BAR BY FLOOR STOP HAGER 268E US26D CAST FLOOR o /,. SHEETA4.1 FOR ADDITIONAL .", DOOR AS PER SCHEDULE ................................... ... .._. ........_.._METRO.DOOR........................................ ................. .......... ..... -.... ..................S.TOP_&_HOLDER... ....... .............. ... ¢ � ; SEE WALL TYPE DETAILS ON SHEET ( ) PEEP HOLE: ROCKWOOD 620-CHROME w 0.00 INFORMATION 1.111< I�- . I. 1-1 MTL.STUD TO MATCH WALL A4.1 FOR ADDITIONAL INFORMATION WEATHER SEALS: BY METRO DOOR 0 Q -1-2 " .. DOOR_BOTTOM: NATIONAL 36VA 36 w HOLLOW MTL.FRAME .. i CONSTRUCTION ..........................................._......................................_........��..........................................................................._............................................ ........_......_......._.. .._...._......_.................................................... ....................... (1) v,.cn a CURTAIN. 12 CLEAR STD.SMOOTH STRIP ® .,� Lu :1�1" c ANCHOR SECURELY TO ........................................—..I—-........... a••. co ............................................_..................................................._................................. " " /I CURTAINS_W/.60%.OVERLAP,_„_ GASKETiNG NATIONAL 160V(1)x 36 (2)x 72 w a� °,c METAL STUD FRAMING �: CAULK AROUND ENTIRE OPENING, ...-_�,. __ _ - ___ ___ = �, N . TYPICAL BOTH SIDES. - i y .. . ..........._........................................_HEADER HARDWARE,.SINGLE........... .. .._ o �' SIDE OPENING THRESHOLD: NATIONAL 425E 36" c°o UNIVERSAL STUD ANCHOR -_. - UNIVERSAL STUD ANCHOR v ca y O v %_ DOOR SCHEDULE NOTES � 0 � a)1,02:D vi a) L L . . .� .. . . _ : .,\.'_'_._..;;,L"/'\,, I/. . L .. a��- DOOR AS PER SCHEDULE 1. RATED DOORS SHALL BE A TIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLY = !2- ( ) ca HOLLOW MTL.FRAME,ANCHOR 2. ALL EXISTING/NEW DOORS AND HARDWARE SHALL COMPLY WITH CURRENT ADA REGULATIONS. c Q_a SECURELY TO METAL STUD FRAMING 3. ALL DOOR HARDWARE SHALL BE LEVER TYPE OR PANIC HARDWARE. .0 a`)- DOUBLE MTL.STUDS AT JAMB,TYPICAL 4. EXTERIOR DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,SPECIAL KNOWLEDGE OR EFFORT. r o 5. OPENINGS SHALL BE A MINIMUM OF 32 WIDE WHEN DOOR IS AT RIGHT ANGLE TO CLOSED POSITION. o 6. BOTTOM 10"OF ALL DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE FOR OPENING BY WHEELCHAIR FOOT REST. m'Z (�'_B� TYP. INTERIOR DOOR H DETAIL (`_A� TYP. INTERIOR DOOR JAMB DETAIL 7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS.FOR EXTERIOR DOORS,AND 3 LBS.FOR INTERIOR DOORS WITH A PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOOR AND . AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATIONS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS,WHEN FIRE DOORS ARE REQUIRED. THE �m0.0 o A5 0 SCALE:3" 1'-0" A5 SCALE:3"= V-0" MAXIMUM EFFORT TO OPERATE THE DOORWAY MAY BE INCREASED NOT TO EXCEED 14 LBS.WITH CLOSURE. 0 .c 8. SUBMIT HARDWARE CUT SHEETS FOR ANY ALTERNATES TO HFT REPRESENTATIVE PRIOR TO ORDERING HARDWARE FOR APPROVAL. a C F ,/ 9. REPLACE ALL EXISTING HARDWARE,TO COMPLY WITH HARDWARE SCHEDULE. °-'M . / E EXIST.8"CMU m c y 10. MANAGERS OFFICE AND CASH ROOM TO BE KEYED ALIKE. m o c 11. PROVIDE A SIGN ABOVE ALL EXITS STATING THAT"THIS DOOR IS TO REMAIN UNLOCKED DURING BUSINESS HOURS". LETTERS SHALL BEAT LEAST 1"IN HEIGHT AND SHALL BE WHITE ON A CONTRASTING .o N GROUT JAMB SOLID L Z N ; BACKGROUND. o °4� 12. CONTRACTOR SHALL COORDINATE KEYING OF LOCKS WITH OWNER PRIOR TO INSTALLATION. �� ° EXIST.BLOCK WALL TO REMAIN � =o m .. CAULK AROUND ENTIRE 13. ALL HARDWARE LISTED TO BE SUPPLIED BY LISTED MANUFACTURER OR EQUAL ° : , . EXTERIOR OPENING AS REQUIRED USE 14. ALL DOOR HARDWARE TO BE BRUSHED CHROME FINISH. a it p / EXTERIOR GRADE SEALANT E 6"HIGH N HELVETIC FONT STYLE. S DOOR ELEVATION FOR MOUNTING HEIGHTS. 0.E N . : ........... ...... ........ ......... ......... ...... ......... - •L Jai.'• 16. VESTIBULE DOOR THRESHOLDS BY DORMA AUTOMATIC DOOR MANUFACTURER. 5 Qc �. N c SEE DETAILS 5&7/A4.1 FOR . l Q ADDITIONAL STRUCTURAL \ Z. \ : �-��.. INFORMATION /` >, 1. ALL WELDED H.M.FRAME _ 1. Q . � f �1i �_. USE TAP CON FOR ATTACHMENT ; o OF DOOR FRAME TO WALL PER / i f 2 V MANF.SPECIFICATIONS . . . EXIST.8" 3 " <.c c 6 EXPANSION BOLT JAMB : : \ LL ' \ CMU WALL " �" a 3 _ 5 - ANCHOR 8 O.C. MIN - c .,� @ C4 Q � 3 INTERIOR EXTERIOR _�_ ____ __....L 11 _____ _______. EMBEDMENT I - - J L - Q - o L CAULK AROUND ENTIRE OPENING .......... ... .........../..........................I... ._.'./.. ............. s a �' ALL WELDED HOLLOW METAL >" Q.v Q DOOR FRAME INTERIOR PRINTABLE SEALANT AROUND Q a) a,Q ENTIRE FRAME Q-Z a� cu 0 LINE OF WALL BEYOND = 32)= C� 3 LINE OF DOOR FRAME BEYOND "o L . = ani c o oL rD"� TY . EXTERIOR DOOR HEAD DETAILrc__N� TYPN EXTERIOR DOOR JAMB DETAIL I A5.0 SCALE:3m c: 11, "= 1'-0" A5.0 SCALE:3"= 1'-0" Q E 0'o ` - a CL (a 3 _M C ca= �-°,� 0 1 aa)iEo . Ln � oa� DOOR TYPES FRAME TYPES ( 00-a 0 M � c° o It D (aV NOTE: T- = c L . I 'f o CHAIN SIDE OF DOOR 1. GENERAL CONTRACTOR TO COORDINATE WITH DORMA FOR FINAL DOOR ,"- OPENING SIZES. SEE A0.0 FOR CONTACT INFORMATION. 2. HOLLOW METAL DOOR AND WINDOW FRAMES TO BE PAINTED P-4. SEE FINISH SCHEDULE ON A1.3 FOR ADDITIONAL INFORMATION. REVISIONS 3. ALL GLASS TO BE TEMPERED 4. ALL WORK TO BE DONE BY HFC G.C.U.N.O. 5. HFT G.C.TO FURNISH AND INSTALL ALL DOORS,FRAMES,AND 8'-0"CLEAR OPENING HARDWARE. 6. INTERIOR DOOR FRAMES SHALL BE 20 GA.MINIMUM. 81-0" 7. EXTERIOR DOOR FRAMES SHALL BE ALL WELDED 16 GA.MINIMUM. . 12'-0" HFT AND ADDRESS SIGNAGE PER G.C.TO VERIFY FINAL DIMENSIONS WITH DORMA DOOR SCHEDULE NOTE 16 2"TYP. 3'-O CLEAR ANODIZED ALUM.FRAMED DOORS (ALL GLASS TO BE TEMPERED) I- - - - - - - - - - - - - - - - - - - 2"TYP. X-0" III SEE DOOR SCHEDULE SEE DOOR SCHEDULE Lu ./:..:::.......... ................ HFT G.C.TO FURNISH AND = a 2 TYP. INSTALL ALL WINDOWS FRAMES B D a Q \ w 2 PEEP OLE AS OCCURS. A5.0 A5.0 o O IN TAL "A.F.F. Q S 5-6 0 0 'HFT13 : E / o � / i" � // A5.0 . / _�.. /1 /L� I ., U) / J J �` \ O c O f j8 *k r N M lf) Co f� DO It- , I / Z - / ". r Z /: Z M I f O f O � ' 1 -i _j ui ]_�� i : \ i .................1 > > L (L f �. p p O 1 Z ` Z W \ W W W � \ O_' r-- a I Nrv__ _____ ,� / _ _ W Q DOOR SCHEDULE _j _j /`�Q I I I- aQ � 0- U U) U) O� \ _j IO O F_ ti o o U 0I - � 4'-0NL � & DETAILS 0 0 � 1�1 L t. LL \ W / W O / 11 . . .I wcr_ U U) W W \ I I > 11 I .1 > / z / 5. I w A5.0 DATE 04/12/13 • i�` /11 _ : O / U �j %` V i M .' J \ JOB NO. 0 ,Ji�f �, o / c 13040 A5.0 \ 04 PLATE MAY OCCUR KICK PLATE MAY OCCUR ■ ®A BI-PART PARTIAL BREAKOUT ALUM ENTRY DOORS Efl SINGLE SLIDING PARTIAL BREAKOUT ALUM ENTRY DOORS ESOLID CORE WOOD DOOR E EXTERIOR HOLLOW METAL DOOR N-1) . �STEEL ROLL-UP DOOR a INTERIOR HOLLOW METAL DOOR FRAME a INTERIOR HOLLOW METAL WINDOW FRAME [ EXTERIOR HOLLOW METAL DOOR FRAME SHEET NO. 5 A4.1 t LINE OF STRUCTURE VESTIBULE KEY NOTES 800. DENOTES 31"EMERGENCY DOOR BREAK OUT. O$ " 12'-9ii CIA t 1 801. 4-112 CLEAR ANODIZED ALUMINUM POST TO MATCH EXISTING FINISH.TOS BE CONSTRUCTED BY G.C. r / 1 SEE SLIP TRACK DETAIL 12'-01/2"CLEAR 802. DENOTES DORMA BI-PARTING ENTRY DOOR.TO BE CONSTRUCTED BY L # O ,O I DORMA. M I 3-112"R-13 BATT INS. 803. DENOTES DORMA SINGLE SLIDE ENTRY DOOR. TO BE CONSTRUCTED BY LINE OF EXISTING DECKING 4'-8"CLEAR OR STRUCTURE ' DORMA. , `�= 3-5/$"X 20 GA.METAL " t \��, t " 804. NEW VEST{BULE TO BE CONSTRUCTED BY G.C. '` STUDS @ 16 O.C. il 3 OR AS REQUIRED 3-518"18 GA.MTL KICKER 4'-0"O.C.- 801 801 o N @ A5.1 ■ GENERAL NOTES 00 BY BY CODE °- SLIP TRACK RUNNER ATTACH AT TOP AND BOTTOM W/(4) _ 00 #8 WAFERHEAD FRAMING ,`: t #10 TEK SCREWS d' SCREW(TYP.) ~.. ... .:.......... ..... _......... 1. ALL GLASS TO BE 1/4"TEMPERED. o cv 2'X 4'LAY-IN CEILING.PROVIDE .. •—tr) ( 2. ALL WORK TO BE DONE BY HFT G.C.U.N.O. _ .� DRYWALL SCREWS .�s �� ' e HOLD-DOWN CLIPS AT VESTIBULE CEILING. SEE FINISH SCHEDULE ON A 02 3. ALL STOREFRONT AND VESTIBULE MULLIONS TO ALIGN WITH EXISTING 802 518"TYPE X GYP.BD. ( A1.3 FOR FURTHER INFORMATION STOREFRONT MULLIONS AS APPLICABLE. `(( �n 'o x 2A UD CUT x: 2 X 4 LAY-IN CEILING-SEE FINISH 800 ca-� MTL.ST 1 � U SHORT OF DECK `� F<'' I SCHEDULE ON A1.3 FOR FURTHER LL INFORMATION – – _ OR c6 � 1 O 803 804 d' c6 �i J M-� O �r cc d m 800 c �-- _ O + cn ALUMINUM STOREFRONT SYSTEM, _ � ; - - W CENTER ON BULKHEAD. r VESTIBULE © r = Q cg 5 SLIP TRACK DETAIL z 4 2B 100 A5.1 A5.1 2C _ U �to A5. SCALE:3"= 1'-0" VESTIBULE SALES AREA © A5.1 O N 03 _ O N 3 VESTIBULE BULKHEAD SECTION A5.1 SCALE: 1"= 1'-0" M L O moi-+ 01 p ALUM.STOREFRONT ATTACH 2X TREATED SILL PLATE TO VESTIBULE _...._..___.___-.-___-._.--___ Q o EXIST.CONC.SLAB W/314"0 THREADED �, = �,, �._._.---.__- ___..._-.__._._. w '6 a 3 ROD W/HILTI HIT HY150 ADHESIVE ____..____......-. _ ANCHORING SYSTEM @ FLOOR AND 2X " D o co BI-PARTING DOOR 518 GYP.BD. Q +, SYSTEM TOP PLATE TO EXIST.HEADER FOR MTL.STUD CUT 1" 802 7 ° -r WALL ATTACHMENTS ,-' (' >%a o SHORT OF DECK ` `�. A5.1 SIM. A5.1 75 �•,\ 80;0 `�°a v R-13 BATT INS. GYP.BD.CEILING `o 4-8 CLEAR ca i 4-- BOTTOM TRACK ° `� °' BREAK METAL TO MATCH 12-01/2 CLEAR }, 0 0 EXISTING STOREFRONT r_ Q'� .c_n cu— BACKER ROD AND SEALANT 12'-9" o N' SHIM AS REQUIRED ca U O U L4 Z SHIM AS REQUIRED-TYP. ALUMINUM STOREFRONT NOTE:G.C.TO FIELD VERIFY ALL EXISTING STOREFRONT DIMENSIONS AND AT ALL JAMBS SYSTEM TO MATCH EXISTING STOREFRONT SYSTEM COORDINATE WITH DORMA DOOR BEFORE ORDERING.NOTIFY ARCHITECT OF -v N 0 BACKER ROD&SEALANT BREAK METAL SECTION OVER 2X ANY DISCREPANCIES. 'r — BACKER c � TO MATCH EXISTING BLOCKING-FINISH TO MATCH ,2 E EXISTING STOREFRONT SYSTEM �' c m 0 0� 4 STOREFRONT HEAD DETAIL VESTIBULE PLAN DETAIL s STOREFRONT JAMB DETAIL N A5. "o SCALE:3"= 1'-0" A5,� SCALE:3"= 1'-0" A5 SCALE: 112"= 1'-0" a N 2•N c ca 8'-01/2" 12'-9112" Q 41/2" 8'-01/2" 41/2" ci vi c EQ. EQ. 41/2" EQ. EQ. 4112" Q a� a aw 41/2"X 41/2"CLEAR s 'u 8 ANODIZED ALUM.POST TO L MATCH EXISTING FINISH, Q TYP. CLEAR ANODIZED ALUM. CLEAR ANODIZED ALUM. Q '3 STOREFRONT SYSTEM STOREFRONT SYSTEM .0 (6.0 T L fl. TRANSOM PROVIDED ANDco :! TRANSOM PROVIDED AND ';/�' �;, ',. °'Q INSTALLED BY DORMA INSTALLED BY DORMA I,, QQ 2 Z a 1/4"TEMPERED GLASS > °' = CL 114"TEMPERED GLASS � � o TYP. TYP. 41/2"X 41/2"CLEAR 41/2 X 41/2 CLEAR o ANODIZED ALUM.POST TO ANODIZED ALUM.POST TO ...............................% aZi o ..........._................................ V cv H .......................................................... _ MATCH EXISTING FINISH, MATCH EXISTING FINIS OILL TYP. � �. _...._..._.._._._ { --_-___ _.__. Q V 046 . cc E o NOTE: o °' 1. GENERAL CONTRACTOR TO COORDINATE f I m r WITH DORMA FOR FINAL DOOR OPENING �_ ;f'/ f �� / ~ > 0 6 CLEAR ANODIZED ALUM. SIZES. SEE A0.0 FOR CONTACT f�'f # z / or- co � STOREFRONT SYSTEM Lo INFORMATION. ;' ,�'L........... ' fl. 2. HOLLOW METAL DOOR AND WINDOW cn o— z z M – E FRAMES TO BE PAINTED P-4. SEE FINISH - ----- - = w `� `� oo w V1 SCHEDULEON A1.3 FOR ADDITIONAL ........................_. ......__...............__...._......................._.......................... ..........................................................1 .540- :. .............. .................................................................................... J INFORMATION. ............................_.-......_........_..-.._..........................................................._.._...._........... :....-........-....-...._........................_......................................_.......-........,._.................... z W � 3. ALL GLASS TO BE TEMPERED �. u- 4. ALL WORK TO BE DONE BY HFC G.C. U.N.O. r t REVISIONS 5. GC SHALL PROVIDE SIDELITE FRAMING SEPARATELY FROM THE DORMA PACKAGE THAT INCLUDES THE DOORS f I d AND THE TRANSOM ONLY. 6. CG SHALL COORDINATE SIDELITES WITH DORMA PACKAGE. ..............._......................._................_..........._..............................._...............................< —_ _ _-- _ _ ....................................................................................... . .............................................................................. 1/4"TEMPERED GLASS a TYP. w 2 STOREFRONT ELEVATIONS a 0 SCALE: 1/2"= 1'-0" k r N co d to CO t'- 00 M ENLARGED VESTIBULE PLAN & DETAILS DATE 04/12/13 JOB NO. 13040 s SHEET NO. I PROGRAMMABLE T'STAT MECHANICAL GENERAL NOTES: LOCATED AT PHONE BOAR AT 1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE,THE MECHANICAL CONTRACTOR SHALL 4'-0"AFF.COORDINATE E CT INCLUDE ALL NEEDED OFFSETS,CHANGES IN DIRECTION,TRANSITIONS,ETC.NEEDED FOR I LOCATION W/EC. COMPLETE AND OPERATIONAL SYSTEMS. 74866PE E3 E32. PERFORM ALL WORK IN ACCORDANCE WITH THE,RULES®ULATIONS OF THE OREGON co m m APPROPRIATE STATE AND LOCAL BUILDING CODES AND SUBTITLES. T T T T T T 3. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDING OF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF I I THE MEANING AND INTENT OF THE DRAWINGS SHALL BE FINAL. 3 ", A 4. IF CONFLICTS EXIST,PRIORITY OF LOCATION IN REFLECTED CEILING GRID SHALL BE AS O IN FOLLOWS FROM HIGH TO LOW:LIGHTS,SPRINKLER,MECHANICAL,FIRE ALARM DEVICES. _ d- 5. THERMOSTATS BY MECHANICAL CONTRACTOR SHALL BE MANUFACTURED BY HONEYWELL, O N LID MODEL MODEL VISIONPRO 8000.THERMOSTAT SHALL BE TOUCHSCREEN PROGRAMMABLE 7-DAY I SR 14110 SR 14110 TYPE.PROVIDE LOCKING GUARD COVER AND NAMEPLATE. O A 500 � � A 500 - � p N U 6. MECHANICAL CONTRACTOR SHALL PROVIDE AN AIR BALANCE REPORT TO VERIFY THAT THE O X uj HVAC EQUIPMENT IS FULLY OPERATIONAL.TURN OVER AIR BALANCE REPORT TO HARBOR CU.oX U FREIGHT TOOLS'GENERAL CONTRACTOR FOR DISTRIBUTION.REFER TO MECHANICAL —_ SALES SPECIFICATIONS ON DWG.M1.2 FOR ADDITIONAL INFORMATION REGARDING TESTING AND - _ J REPLENISHMENT ___ -_ _ _m _ _ __ _ _ ___ BALANCING. __...__._.__._._.._.__... . ._._..._...._.._.._..._..._.._._..................._.....__...._..__...-.............._..._...-...._....___................_. ..._.._............. ........_�.._._m._� __ __...__.____._. *--14/14 � � _ CU .._....._. ................._.......m...._. ..._.......__._....._._....._..._._..__..m_.......__...._.-�.m�..�, ._..�...._�. m.._�_�....__._..........�-.tea 104 � d' ca O 7. MECHANICAL CONTRACTOR SHALL CONFIRM THE EXISTENCE OF EXISTING DETECTORS IN THE �,, m CU 10/10 - - RETURN AIR DUCT AT EACH ROOFTOP UNIT OR AS REQUIRED BY LOCAL CODE,IF NONE EXIST, ' THEN MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL SMOKE DETECTOR(S)AS _ D N REQUIRED A MANUFACTURED BY" Y TEM SENSOR". EE DUCT DETECTOR DETAIL N � X QU SS S S O S UC0 ELECTRICAL DRAWINGS FOR WIRING. _ += SR 1216 X SR 12/64-1 A 250 A 250 I 8. MECHANICAL CONTRACTOR SHALL DATE ALL FILTERS WITH INSTALL DATE. t) _. ....__.....................___.._ .._ __ �� _ O N - - _ - - ___.. _._ .... .-. _.. _..._.__..._...._.....__. __......._.... ...._...._.......... m. _-_..._ _.......... -._ _ _.... 7rE r Ex I o -C �Q_ TG 1-1200 /8 4 F .5 TONS 5 ( MECHANICAL KEYNOTES: 5 I I 7 RTU7 0 �. Q U 5 _ _. _� _ 7 RTU-9 11 O o.�� ......................................... .......,. - -�__..-���-�-��.-�-�-�������_�--� ���-������_.�m.F 1 EXTEND 8 I�SUPPLY BRANCH DUCT AND CONNECT TO EXISTING SUPPLY MAIN FROM RTU-6. CD 8"0 G 22x10 4 .. _.. _. .._..._.m_mm m._..-�. Q Q 3 A 200 B EAK A 20 I I RTI XIS . I ___ �_ -___.__ ___- �� ^� ___ _ _.-_ _._- �� ^m __ ____ 2 EXTEND 6"0 SUPPLY BRANCH DUCT AND CONNECT TO EXISTING SUPPLY MAIN FROM RTU-6. ® ��q - _ _ _ _- _ _ __. .._.__........_ _............._......R. m __....._.........._.._.-_�...__......... _.� __. mm 9 . — _. ..� __ G i aca 5_T NS __ -o T3 CLEAN AND REFURBISH EXISTING DIFFUSER/GRILLE TO LIKE NEW,TYPICAL. Q V n 0 0 V)'L 'FO6 4 4 4 I 4o RE-BALANCE EXISTING DIFFUSER TO ACCOMMODATE THE ADDITIONAL DIFFUSERS AS °o 1 _ - �-.. �_� _�.._ m_____ ___�_�. _ _.._..__...__ ___._....__.__ _..__.._.._..__.._...._...__........_............. .. .... __ ____..__.._._m___....__n_ ___� _ _� m _ _._ __ _ __ __ SCHEDULED. �, S N 4 0- 6 0 5 PROVIDE SMOKE DETECTOR IN RETURN DUCT.SMOKE DETECTOR AS MANUFACTURED BY a c EF EF o �- SYSTEM SENSOR.REFER TO DETAIL ON ELECTRICAL DRAWINGS. _ �, a) r - 6 8"0 EXHAUST DUCT UP THRU ROOF WITH BIRD SCREEN.TERMINATE WITH ROOF CAP.MUST BE MINIMUM 10'-0"FROM ANY FRESH AIR INTAKE.. - ca 1 +1 F - - 1 co MENS -- - - _-- m 7 SPACE TEMPERATURE SENSOR MOUNTED ON COLUMN AT 7'-0"AFF. n a)- _ TU I I I 10 oco ( CD 18"O 108 5 I EXIST. O ` I C 2000 8 CONNECT 10/10 SUPPLY DUCT TO EXISTING SUPPLY DROP FROM RTU-7 AND EXTEND AS Co c a) 8 10 ON R I I SHOWN. �° CD 6"t� _ — R EXi - m. _ .__ _ 90 CONNECT 14/14 SUPPLY DUCT TO EXISTING SUPPLY DROP FROM RTU-9 AND EXTEND AS Q O 8 50 0 TINS . 5 I I — .... � __..__ _ 3.__ — SHOWN. a,�•- 0 ONS - -� -- --- - F 10 EXTEND EXISTING SUPPLYIRETURN DUCT RISERS DOWN AND TRANSITION TO 18"0,CONNECT �o� I g I 5 1 I I I TO CONCENTRIC DIFFUSER PER MANUFACTURES REQUIREMENTS. c E�- WOME S I4 I 11 EXTEND 8"O SUPPLY BRANCH DUCT AND CONNECT TO EXISTING SUPPLY MAIN FROM RTU-10. °) 2 �� N Oz _ m L�. _.._.__- . _. .-_ _............... _...._._._....... _..._........_.m..._.._._.__._ _m - 3 3 �� 12 EXTEND 8"0 SUPPLY BRANCH DUCT AND CONNECT TO EXISTING SUPPLY MAIN FROM RTU-8. Z �' o I ( ° a) RTL XIS $ >,u) o L — J _- _ - __-. ..._ mm .__.._.__..__........_..._......._.._._._._.. .._._-.. _.._.. _._... ..._.... _._....._...._._._.__._._._....._.............._..........._.........._._............._.......__._._.m...__ _ _ . __ �. m..� ... 10 7. TO _ _ coi o avi MECHANICAL LEGEND I I SYMBOL DESCRIPTION Q N (n L•L ^N 0-6 SA SUPPLY AIR Q . S LE A EA EA EXHAUST AIR Q-� 7 RTU-11...�.._. ._.�.. _ ...�......�... .�.�._._m...._ .._._.__...._..._.. .___.._ .._......_...._..__.._......_..__..._. .__._. ......................._................... ............._........._._..._...._....__ .._.._..._..____.__...____.______..____.-..__.._.._.,.._..�_..___..___..�..__. �...�___________._..__ _.._...__.�_ EF EXHAUST FAN - cQ OF v' -- --- o -- - -- E TG TRANSFER AIR GRILLE Q�; o c CD CEILING DIFFUSER _ U 0 Q.� c' a) _.. _ _._. _. _._._._. ___. __.._._........_.. .........._.._. __._..__....................._._._...._........_........................_......_.._....._ _._ _ -__..m_..__._m..m. ____. m __ TT .. _ . _ OA OUTSIDE AIR o L L Q RA RETURN AIR 0 L �� o _ _.. . ___..__._.__..___._____._...__....._..... ._................._....._.._.____ _._........_....._- _............._.......__................. ._......_................._.......__................._....._.._.._.._._ m____ __....._._.._...._m_.m .__._ _m...- mmmmm.. __ � ___.. _ __ � I RG RETURN GRILLE ��`� 4 4 Q 4)a RTU ROOFTOP UNIT a) _ _ _ __. _._ _ - _._.._......__..._......._..__.. _._......._..........._._...._.._..m.....__....._......_........_....._.___.__...._ _.._ __ ....mm_._.. m _ _ LL LANDLORD a A AGER O FIDE RTU-8 B 82. 7 RTU-10 AFF ABOVE FINISH FLOOR = .2 o T02 - ___ _... .. _ ._..__ _.......__......__....__......._.........__._.._......m.....__......._-._. _._�. m _ _.........._........_._._............................__.........._...............__.... __m_. _ mm m _ �. _ MC MECHANICAL CONTRACTOR o TG 8x6 iG 8x6FZ 21 B 120 120 PC PLUMBING CONTRACTOR V �0 -'o i N Q. EC ELECTRICAL CONTRACTOR +, _ 6/ 6/ D.. � _.....�_..._................_._....._.m_�._ _. _......- ....... ._... ._...._.._ ._......... ._.....__.m m._.... .._._.._..... TT. _ � � _ GC GENERAL CONTRACTOR 6/ coo ___TTT THERMOSTAT MTD.4'-0"AFF a) 0 o ( ) In moa) 4 TG 22x10 SPACE TEMPERATURE 1 11 Cfl a I QS RE SENSOR(MTD.7-0 AFF) F A 120 12 12 120 �. co S D........... ........................................ .............. 11 C SMOKE DETECTOR ® �- 0 __ __..__.___.____ __ OB_ _ -m ____ --� _�_ - mm � � FLEXIBLE DUCT(8'-0"MAX LENGTH) CASH ._ TG 22x10 I FLEXIBLE DUCT CONNECTOR CD 8"� CD s"� A 120 _,_ REVISIONS ROOM MANUAL VOLUME DAMPER 11 0 E' i A 120 A 120 CD 8 O �— E' i 103 A 150 _ _ �_- FIRE DAMPER W/ACCESS DOOR(FD W/AD) ___m_.............._.........._....._..............._........................__.-..__..._...............__.._._-....._..__......--.._.__........._._..........._._.._._._...._._............. ._.._.m..........m_.... ..__. ELBOW WI DBL THICKNESS TURNING VANES I ISI ; - - 1"UNDERCUT DOOR BY GC FRESH/RETURN/EXHAUST AIR DUCT ® SUPPLY AIR DUCT w a MECHANICAL PLAN LIGHTING AND HEATING SCHEDULE a 0 SCALE: 118" =1'-0" PYLON/BUILDING SIGN BUILDING LIGHTS INDOOR HEATING COOLING SUNDAY PARKING LOT LIGHTS WALL PACKS LIGHTS cv co �- �n co t` oo a� DUSK TO DAWN PHOTOCELL 7:30 AM 68 DEGREES 72 DEGREES SAME TEMPS REFEREjv Q8 ON ON DUSK(BY PHOTOCELL) ALWAYS ON DURING DARK 140T APPROVED WITH THIS PERMIT � � AT 8:00 AM AT 8:00 AM AT 10:00 AM MECHANICAL OFF 9:15 PM DURING THE DAY 8:30 PM 62 DEGREES 78 DEGREES SAME TEMPS PLAT V AT 9:00 PM AT 9:00 PM AT 6:00 PM LIGHTING LZ-3 LZ-2 LZ-1 DATE 04/03/13 CONTROL ZONE DRAWN BY: RDB CHECKED BY: KDH JOB NO. 13040 NOTES: THE SYSTEM CAN BE OVERRIDDEN BY THE OVERRIDE SWITCH IN CASE THE STORE IS OPEN EARLIER OR LATER THAN NORMAL CONTROL ZONE STORE HOURS. MEP Consulting Services 25760 First Street Cleveland,OH 44145-2522 engineering 440-871-2410 1% Dependable Guidance ST:fEYS,rk,NL RNA115 RFSQiVFD440-871-7954 (FAX) SHEET NO. WPrRNi1f oYlgt 7HERW1.ENNRONEIIPL GRILLE, REGISTER AND DIFFUSER SCHEDULE TAG MANUFACTURER CFM AIR NECK DAMPER FRAME PANEL MAXIMUM FINISH MATERIAL REMARKS PATTERN SIZE STYLE SIZE NC LEVEL &MODEL NUMBER � 866 74 PE r CD PRICE AS AS OPPOSED LAY-IN WHITE OREGON co A SPD NOTED AS SHOWN NOTED BLADE CEILING 24x24 30 POWDER STEEL TAG NECK SIZE COAT CD PRICE AS AS SHOWN AS OPPOSED LAY-IN 12x12 30WHITE STEEL ' B SPD NOTED NOTED BLADE CEILING POWDER COAT CFM ti d' N CD RSI AS 4-WAY (2)18"DIA. EXPOSED 48x24 30 MILL FINISH ALUMINUM - d'dM' C 01-530-18 NOTED - - d' O_N LO-� WHITE SR PRICE AS DOUBLE AS OPPOSED SURFACE NECK SIZE 30 STEEL - O�_ BLADE MOUNTED +1-314" POWDER A 520D NOTED DEFLECTION NOTED COAT -N U LAY-IN WHITE O x� TG PRICE AS N FER AS 24x12 30 ALUMINUM L�. U A 81 NOTED Tom' S NOTED - CEILING POWDER _ _ _N COAT - - 0 WHITE J V TG PRICE AS TRANSFER AS SURFACE NECK SIZE N CU B 535 NOTED NOTED - MOUNTED +1-3/4" 30 POWDER STEEL Uj d- COAT OM-O T- co �LO SIMILAR MANUFACTURERS: KRUEGER,METALAIRE > N Q O� O N EXISTING ROOFTOP UNIT SCHEDULE DUCTWORK SCHEDULE - o MANUFACTURER HEATING CAPACITY GROSS COOLING CAPACITY ELECTRICAL DATA SMACNA SMACNA WEIGHT REMARKS DUCT SYSTEM DUCT INSULATION �0- TAG NOMINAL CFM ESP OUTDOOR PRESSURE SEAL MODEL NUMBER 1st STAGE 2nd STAGE AFUE EAT TOTAL SENSIBLE AMBIENT MATERIAL SERIAL NUMBER TONNAGE (IN.) AIR (MBH) (MBH) (%) DB/WB (MBH) (MBH) EER TEMP. VOLTAGE HP MCA MOCP (LBS) CLASS CLASS L RTU CARRIER 2 HP EXPOSED SUPPLY AIR 2"W C B GALVANIZED REFER TO Q 6 48TC CARRIER 10 3000 .80" 690 120198 180/148 82 80/67 123.3 95.0 11.0 95 208V 48.5 60 1250 EXISTING TO REMAIN }'0 - EXPOSED DUCTWORK STEEL SPECIFICATIONS (4 ® Q.o 2HP °' (03 Q �.N q RTU CARRIER 7.5 2600 .80" 640 95 208V 41.8 60 1100 EXISTING TO REMAIN CONCEALED SUPPLY AIR GALVANIZED -&- 120/98 180 1148 82 80/67 95.2 71.0 11.0 2"W.C. B 2"DUCT WRAP 7 48TCEA08 3PH DUCTWORK STEEL Q �_ N_ O 0.L C: O N RTU CARRIER 2 HP _ �� RETURN AIR GALVANIZED �� � 10 3000 .80 670 120/98 1801148 82 80/67 123.3 95.0 11.0 95 208V 48.5 60 1250 EXISTING TO REMAIN 1"W.C. C 1"DUCT LINING 8 48TCDAl2 3PH DUCTWORK STEEL m N RTU CARRIER 2 HP O cvia� 9 48TCEA08 7.5 2600 .80 640 120/98 180/148 82 80167 95.2 71.0 11.0 95 208V 41.8 60 1100 EXISTING TO REMAIN EXHAUST AIR GALVANIZED 1 W.C. B NONE c a� 3PH DUCTWORK STEEL RTU CARRIER 2 HP 10 48TCEA08 7.5 2600 .80" 640 120/98 180/148 82 80/67 95.2 71.0 11.0 95 208V 41.8 60 1100 EXISTING TO REMAIN NOTE: ALL DUCTWORK SIZES ARE AIRWAY DIMENSIONS o 3PHHca moo RTU CARRIER 1 HP o o aa) 11 48ES-060 5 2000 .80" 400 90/70 82 80/67 57.2 44.8 11.0 95 208V 29.8 40 900 EXISTING TO REMAIN a�U) 3PHa�i�o �o � QCT 4� N L FAN SCHEDULE VENTILATION AIR REQUIREMENT � U to•- CU TAG MANUFACTURER AREA SERVICE CFM ESP MOTOR WATTS FAN FAN MAX. WEIGHT REMARKSO.A. O.A. � o�. SOUND HVAC AREA OCCUPANT REQUIRED REMARKS -'' &MODEL NUMBER SERVED VOLTAGE RPM TYPE LEVEL (LBS) UNIT SERVED LOAD VENTILATION REQUIRED SUPPLIED (CFM) (CFM) U N� EF GREENHECK MENS EXHAUST 100 0.3" 113 1400 CIELING 3'4 17 SEE NOTES 1-8 RTU-6 190 7.5 CFM/PERSON 0-:3'N 1 SPA-190 RESTROOM 120-1-60 SONES THRU SALES 3302 3600 PER ASHRAE STANDARD 62.1-2007 N 0 RTU-11 (15,642 SF) 0.12 CFM/SF Q -:3. ca EF GREENHECK WOMENS EXHAUST 100 0.3" 11360 1400 CIELING 3'4 SONES 17 SEE NOTES 1-8 RTU CASH ROOM/ 2 5 CFM/PERSON 25 30 PER ASH RAE STANDARD 62 - > 2 SPA-190 RESTROOM 120-1- g OFFICE (240 SF) 0.06 CFM/SF .1-2007 Q NOTES: PROVIDE WITH THE FOLLOWING ITEMS- 5 RTU BREAK ROOM/ 6 5 CFM/PERSON Q 0 40 50 PER ASHRAE STANDARD 62.1-2007 O 0 1. DISCONNECT SWITCH 5. ACOUSTICAL LINING 6 RESTROOMS (160 SF) 0.06 CFM/SF = 00 2. GRAVITY BACKDRAFT DAMPER 6. FLANGE OUTLET CONNECTION 2 a)0 3. WALL MOUNTED SOILD STATE FAN CONTROLLER-MOUNTED&WIRED 7. GRILLE-WHITE ALUMINUM Q'a 0 � o MENS4. HANGING KIT W/VIBRATION ISOLATORS 8. AMCA SEAL&U.L.LISTED 9 RESTROOM 1 WC 75 CFM/WC 100 _ 100 CFM EXHAUST Q c 3 SIMILIAR MANUFACTURERS:COOK,JENNAIR,PENN 0.0L WOMENS 100 CFM EXHAUST RESTROOM .� 1 WC 75 CFM/WC 100 - - 2 � Q �- cZQ NOTES: NOTE: ca moo ASHRAE 62.1-2007 ITEM 6.2.2.1 BREATHING ZONE OUTDOOR AIR FLOW(CFM)VBz=RpPz+RaAz 3 1. DO NOT INSTALL FACTORYco SUPPLIED DUCT SUPPORTS, WHERE _ o UNLESS NOTED IN ASSEMBLY Az_ZONE FLOOR AREA U o o INSTRUCTIONS. Pz=POPULATION Rp=TABLE 6.1 OUTDOOR AIR PER PERSON LL_ o 2. ALIGN UNIT SUPPLY Ra=TABLE 6.1 OUTDOOR AIR PER AREA 5 o OPENING TO MATCHE co L SUPPLY OPENING OF a- v, .N CONCENTRIC DUCT PACKAGE `-° �y c00 3• FIELD BAFFELS MAYBE S�Qe oEo REQUIRED FOR BALANCINGLO :3E E 4. DUCTWORK&DIFFUSERS ��'�� co SHALL BE FIELD SUPPORTED d' v, 0c� r a I +a o N L.. INSULATED SUPPLY AIR ACCESS DOOR REVISIONS TRANSITION DUCT AIR FLOW AIR FLOW AIR FLOW = 3"MAX. INSULATED RETURN AIR L s, L L 3" .=MININ.0. x W L W so TRANSITION DUCT DOUBLE R THICKNESS MANUAL AIR DAMPER WITH VANES L=0.25 x W L=0.25 x W LOCKING QUADRANT R/W MUST BE GREATER W 1 H 3"MIN. 3"MIN. THAN OR EQUAL T01.5 w TRANSITION BOX BRANCH DUCT BRANCH DUCT SUPPLY GRILLE WITH NO TURNING VANES INTEGRAL VOLUME REQUIRED DAMPER w a CONCENTRIC DIFFUSER SQUARE ELBOW SUPPLY TAP RETURN TAP SUPPLY TAP WITH ALTERNATE SUPPLY GRILLE RECTANGULAR ELBOW N M � o co ti Como RE F NCONLY MECHANK.111 L CONCENTRIC DIFFUSER DETAIL- DUCTWORK DETAILS- NOT APPROVED WIT111TH PERMIT SCHEDULE A NO SCALE NO SCALE DETAILS DATE 04/03/13 DRAWN BY: RDB CHECKED BY: KDH JOB NO. 13040 MEP Consulting Services 25760 First Street Cleveland,OH 44145-2522 engineering 440-871-2410 ■ Dependable Guidance RFSE 02D WP440-871-7954 (FAX) SHEET NO. rNIGHf 0P 7NQtWL FM1�NiFNVL SSfEl6,NC.ALL"CHIS R.ID MECHANICAL SPECIFICATIONS: MECHANICAL SPECIFICATIONS(CONTINUED): MECHANICAL SPECIFICATIONS(CONTINUED): PLUMBING SPECIFICATIONS: PLUMBING SPECIFICATIONS(CONTINUED): � �''U' A. GENERAL CONDITIONS J. RECORD DRAWINGS 7. WHERE DUCTS PASS THROUGH ROOFS FLOORS AND FIRE RATED PARTITIONS PROVIDE AS MINIMUM 1-1 2 INCH BY . IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A COMPLETE L 1-1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND 01 INSTALLATION FOR FINISHED WORK, TESTED AND READY FOR OPERATION. VI. LANDLORDS CRITERIA <✓ r 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO RECORD ANGLE FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE ASSEMBLY FIRE THE WORK THROUGHOUT SHALL BE EXECUTED IN THE BEST AND MOST ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT. 1. THE PLUMBING CONTRACTOR IS TO BECOME FAMILIARIZED WITH LANDLORD'S CRITERIA FOR THIS DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, REVISIONS, RATING. CONTRACTOR TO PROVIDE FIRE OR COMBINATION FIRE / SMOKE DAMPERS AT EACH PENETRATION WHERE REQUIRED THOROUGH MANNER UNDER THE DIRECTION OF AND TO THE SATISFACTION LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN 74866PE ADDENDUM'S AND CHANGE ORDERS, SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED BY CODE. OF THE OWNER. 2. THE TERM "CONTRACTOR" SHALL MEAN THE "MECHANICAL CONTRACTOR HIRED TO COMPLETE THE WORK OUTLINED THESE DRAWINGS AND SPECIFICATIONS. IN THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE SPECIFIED. EQUIPMENT SUBSTITUTIONS AND CONTRACTORS COORDINATION WITH OTHER TRADES AND EXACT ROUTING OF ALL SANITARY r. OREGON � AND DOMESTIC WATER PIPING UNDER FLOOR. 8. ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT SEALER. 02. ALL MATERIALS REQUIRED FOR THIS WORK SHALL BE NEW, UNUSED, BEST V11. ELASTOMERIC WATERPROOFING MEMBRANE � 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO REVIEW ALL DRAWINGS FOR ALL OTHER TRADES. JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. OF ITS RESPECTIVE KINDS, AND FREE FROM DEFECTS AND OF FIRST CLASS 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL QUALITY. BASIS OF QUALITY SHALL BE LATEST STANDARDS OF ASTM, ANSI 1. DESCRIPTION: MANUFACTURER'S PROPRIETARY ELASTOMERIC COMPOUND FORMULATED FOR USE AS HEAVY r 1 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ITS SUBCONTRACTORS WITH A FULL SET OF BID CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS ARE 9. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE BACKING SHALL BE USED TO SEAL FLANGED JOINTS. FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. DUTY WATERPROOF MEMBRANE UNDER CERAMIC TILE FLOORS. DOCUMENTS INCLUDING SPECIFICATIONS AND MUST COORDINATE ITS WORK AND INSPECTIONS AND THE WORK AND TO BE TURNED OVER TO THE TENANT. INSPECTION OF THEIR SUBCONTRACTORS WITH ALL OTHER TRADES ON SITE TO CONFORM WITH THE GENERAL 10. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 03. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR WORK 2. REQUIRED IN WET AREAS: CONTRACTOR'S TIME SCHEDULE. K. GUARANTEE. WARRANTY UNTIL ITS COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY 11. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, FIRE / SMOKE DAMPERS, CONTROLS AND OTHER OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN WITHOUT a. TOILET ROOMS 5. BY SUBMITTING A QUOTATION OR PROPOSAL THE MECHANICAL CONTRACTOR EXPRESSLY STATES AND WARRANTS 1. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL M I TW K THAT RE UIRE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS EXPOSED TO THE SALES b. FLOOR MUST PITCH TO FLOOR DRAIN A MINIMUM OF 1/4" PER FOOT (2q SLOPE), MAXIMUM OF 1/2" ITE S N DUC OR Q ADDITIONAL COST TO THE OWNER. THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS AND WORK UNDER THE CONTRACT AND SHALL PER FOOT. I`d' FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. MAKE GOOD, REPAIR, OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT WHICH MAY AREA, IT MUST BE APPROVED BY THE TENANTS CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY-IN SUPPLY AND O N RETURN AIR DIFFUSERS, GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE USED AS ACCESS LOCATIONS. 04. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND ■ 00 BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY 3. ACCEPTABLE MANUFACTURER'S: r 6. BEFORE SUBMITTING A FINAL PROPOSAL THE CONTRACTOR SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO MATERIALS INSTALLED TO BE FREE FROM INHERENT DEFECTS AND SHALL - .d-d- THE TENANTS CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN a. BOSTIC CONSTRUCTION PRODUCTS, HUNTINGDON VALLEY, PA. DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT THE PROPOSAL. IF DISCREPANCIES ARE NOTED BETWEEN 12. ALL BRANCHES AND TAKEOFFS SHALL BE EQUIPPED WITH MANUAL VOLUME CONTROLLING DEVICES HAVING AN KEEP IN REPAIR AND REPLACE ANY DEFECTIVE MATERIALS OF WORKMANSHIP -j- THE DOCUMENTS AND THE EXISTING CONDITIONS THE ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR SHALL THE GUARANTEE PERIOD, THE GUARANTEE ON THAT PORTION OF WORK SHALL BE EXTENDED FOR A PERIOD OF 12 INDICATING AND LOCKING DEVICE. b. MAPEI CORPORATION, ELK GROVE VILLAGE, IL. � FREE OF COST TO THE TENANT (OWNER) FOR A PERIOD OF ONE (1) YEAR RECEIVE CLARIFICATION BEFORE SUBMITTING A BID. THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT ALL MONTHS FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY IS TO INCLUDE ALL LABOR, AFTER THE OPENING FOR BUSINESS. c. THE NOBLE COMPANY, GRAND HAVEN, MI. O N CHARGES AND COSTS MADE NECESSARY BY EXISTING CONDITIONS ARE INCLUDED AND THAT THE COMPLETE SYSTEM MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE SYSTEM IN SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR G. FLEXIBLE CONNECTIONS d. LATICRETE INTERNATIONAL, BETHANY, CT. L0 AS DESCRIBED HEREIN WILL BE FURNISHED AT THE PROPOSED COST. STARTING FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE TENANT. IT SHALL ALSO INCLUDE ONE SUMMER TO - ��-. WINTER CHANGEOVER AND ONE WINTER TO SUMMER CHANGEOVER, A NEW SET OF FILTERS AT THE TIME OF STARTUP AND 1. FLEXIBLE COLLARS SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP UNITS, 05. ALL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF ALL 4. INSTALLATION: (2 COATS) = O Cf) 7. WHEN USED, THE TERM "PROVIDED BY CONTRACTOR" SHALL BE INTERPRETED AS MEANING "FURNISHED AND TWELVE (12) MONTHLY FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK SHALL APPLICABLE CODES AND LEASE CRITERIA (IF APPLICABLE) AND SHALL - _r ETC.) AND DUCTS OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING EXPANSION JOINTS. RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. a. INSTALL OVER CURED CEMENT MORTAR BED AND CONCRETE FLOORS AS APPLICABLE, IN STRICT _ INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE ITEMS ARE "PROVIDED BY TENANT" SHALL BE INTERPRETED BE PERFORMED AT THE TIME OF THE FILTER CHANGES. USE ONLY #40 PLEATED TYPE AIR FILTERS. COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. - w -O N 0 AS MEANING "FURNISHED BY TENANT INSTALLED BY CONTRACTOR ", EXCEPT WHERE NOTED OTHERWISE. PREPARE ALL REQUIRED DOCUMENTS, DRAWINGS AND PERFORM ALL „ ( ) 2. FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF NEOPRENE-COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE REQUIRED TESTS AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE b. FLASH MEMBRANE 4 UP ADJACENT WALLS AND RESTRAINING SURFACES AS RECOMMENDED BY L. OPERATIONS MANUALS O X C6 JOINT FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. MANUFACTURER. B. GENERAL REQUIREMENTS APPRQVALS. � to+� 1. ONE COPY OF EACH OPERATION AND MAINTENANCE MANUAL FOR ALL EQUIPMENT FURNISHED ON THE JOB SHALL BE 3. FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. d. DO 0 0 MAM OWNCON�TRUCTIONRIORFFOIC ON(MEMBRANE. - _ LL �0_, 1. THE MECHANICAL SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF WORK/SERVICES TO CONTACT THE PROVIDED TO THE TENANT BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. THE BINDER SHALL INCLUDE BUT NOT 06. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR THIE WORK - LOCAL BUILDING DEPARTMENT AGENCY TO DISCUSS CODE ISSUES/IDIOSYNCRASIES REGARDING THEIR SERVICES AND BE LIMITED TO INSTALLATION, MAINTENANCE AND OPERATING INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED SHOP BEFORE HAVING SUBMITTED A PROPOSAL. NO ADDITIONAL COMPENSATION e. MUST BE SLEEVED AND CAULKED. 3-26-08 = _ (af - / 4. FINAL CONNECTIONS TO EXHAUST FANS) SHALL BE WITH A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT -0 THE QUOTE ASSOCIATED WITH THE SERVICES TO THE GENERAL CONTRACTOR FOR THIS PROJECT. THIS CONTRACTOR DRAWINGS AND WARRANTIES OBTAINED FROM EACH MANUFACTURER OF PRINCIPAL ITEMS OF EQUIPMENT. WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE COURSE OF THE _ = U J TO BE FAMILIAR WITH THE SITE WHERE SUCH SERVICES/WORK WILL BE PERFORMED, THIS SPECIFIC USE AND THE FIBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE FASTENED CONTRACT. FIRE PROTECTION SPECIFICATIONS: " IDIOSYNCRASIES ASSOCIATED WITH THE LIFE, SAFETY AND HEALTH ASSOCIATED WITH THIS WORK AND TO INDICATE ON L TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED METHOD. (u M. S EEVES THE QUOTE ANY ITEMS REQUIRED THAT ARE NOT NECESSARILY SHOWN ON THE DRAWINGS SPECIFICATIONS. 'd' (U 07. THIS CONTRACTOR MUST PROVIDE LANDLORDS CONSTRUCTION I. DESIGN BUILD RE UIREMENTS 0 M 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE H. THERMOSTATS REPRESENTATIVE WITH COPIES OF REQUIRED INSURANCE AND COPIES TO BE / Q �V- 2. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE „ U NISHED TO THE OWNER BEFORE COMMENCING WORK. INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS AS EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE FLOOR. 1. MOUNT THERMOSTATS 4-0 (ADA COMPLYING), THERMOSTAT SENSORS 5-0 ABOVE FINISHED FLOORS AND SET DATE, F R 1. THE SPRINKLER SUBCONTRACTOR, A LICENSED SUBCONTRACTOR OF THE TENANTS GENERAL CONTRACTOR (USE ONLY DESIGNATED O SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB TIME, TEMPERATURE, ETC. TURN OVER OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. CT SPRINKLER SUBCONTRACTOR IF REQUIRED BY LANDLORD OR BUILDING) IS REQUIRED TO MODIFY AN EXISTING SYSTEM AS PER ® r- CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE 08. SUBMIT THREE (3) SETS OF SHOP DRAWINGS IDENTIFIED WITH PROJE 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH APPROVED THE LATEST N.F.P.A. PAMPHLET (PAMPHLET 13) AND THE BUILDING LANDLORD'S INSURANCE UNDERWRITER'S REQUIREMENTS AND = N MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD 2. THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED SECURITY COVERS AND DESCRIPTIVE NAMEPLATES. NAME OF THE FOLLOWING (1) ELECTRIC HOT WATER HEATER OR - Q� VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING SEALANTS RATED FOR THE APPLICATION SO AS TO MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM TO THE U.L. INSINKERATOR 2 PLUMBING FIXTURES AND TRIM. CONTRACTOR SHALL OTHER RELEVANT AUTHORITIES REQUIREMENTS. SPRINKLER CONTRACTOR TO VERIFY WITH BUILDING LANDLORD AS TO THE BASIS - 4-A THE TENANT SPACE PRIOR TO SUBMISSION OF BID. ASSEMBLY RATING OF THE FLOOR OR WALL. ( ) FOR DESIGN - OCCUPANCY TYPE AND DENSITY, NORMAL OR HYDRAULIC AS WELL AS INSURANCE REQUIREMENTS. _ �-. I. FLEXIBLE AIR DUCT SUBMIT SHOP DRAWING OF PIPING LAYOUT TO THE OWNER FOR THEIR FILE. _ �p Cf) 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE 2. THE SYSTEM SHALL BE DESIGNED TO EITHER INSTALL NEW IF SPACE IS NEW OR IF AN EXISTING SPACE MODIFY THE SPRINKLER - a-'T- CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS OR FOR 1. FLEXIBLE DUCT FOR CONNECTIONS SHALL BE A FACTORY FABRICATED ASSEMBLY CONSISTING OF AN INNER SLEEVE, 09. THE PLUMBING SUBCONTRACTOR IS A SUBCONTRACTOR OF THE TENANTS HEADS WITHIN THE DEMISED PREMISES. 0 N LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 GAUGE GALVANIZED STEEL MINIMUM. INSULATION AND AN OUTER MOISTURE BARRIER. THE INNER SLEEVE SHALL BE CONSTRUCTED OF A CONTINUOUS VINYL GENERAL CONTRACTOR. Q..� NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE COATED SPRING STEEL WIRE HELIX FUSED TO A CONTINUOUS LAYER OF FIBERGLASS IMPREGNATED AND COATED VINYL. A 1 PROVIDED AS PART OF THE CONTRACT. 4. DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL. 1/4" THICK L4YER OF INSULATING BLANKET OF FIBERGLASS WOOL SHALL ENCASE THE INNER SLEEVE AND BE SHEATHED 10. NOTCHING AND BORING OF STRUCTURAL STEEL MEMBERS IS NOT 3. THE SPRINKLER HEAD TO BE USED IN THE ENTIRE SPACE WHERE A CEILING OCCURS ARE TO BE WHITE PLATED RECESSED TYPE, _ p 0 WITH AN OUTER MOISTURE BARRIER OF A BIDIRECTIONAL REINFORCED METALIZED VAPOR BARRIER. THE FLEXIBLE DUCT PERMITTED. WHEN HANGING FROM STRUCTURAL STEEL ONLY HANG FROM UNLESS THERE IS A SPECIAL TYPE HEAD REQUIRED BY THE LANDLORD. IF THIS IS THE CASE, THE SPRINKLER HEAD TO BE USED r- O 4. WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S N. HANGERS SHALL BE RATED FOR A MAXIMUM WORKING VELOCITY OF 6000 FPM AND SHALL BE LISTED BY THE UNDERWRITERS TOP FLANGE OF BEAMS AND TOP CHORDS ONLY AT PANEL POINTS OF IS PER LANDLORD'S SPECIFICATION ONLY. 1"= TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE FOR PROVIDING THE SYSTEM AS DESIGNED AND LABORATORIES UNDER THEIR UL-181 STANDARDS AS A CLASS 1 DUCT AND SHALL COMPLY WITH NFPA STANDARD - 90A. JOISTS / TRUSSES. 4. THE SPRINKLER CONTRACTOR SHALL INCLUDE IN HIS SUBMISSIONS FOR APPROVAL BY THE BUILDING LANDLORD AND REVIEW BY r'°- DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, THE FLEXIBLE DUCT SHALL BE THERMAFLEX M-KC OR APPROVED EQUIVALENT. FLEXIBLE DUCT SHALL ROUTE FROM SHEET „ 5. THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE CHANNELS, HANGER RODS, ETC. NECESSARY FOR THE INSTALLATION OF WORK. METAL DUCTWORK TO CEILING DIFFUSERS ONLY. THERE SHALL BE NO EXPOSED FLEXIBLE DUCT. 11. THE PLUMBING SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF THE TENANTS REPRESENTATIVE, A 1/4 SCALE SPRINKLER LAYOUT. (UTILIZE TENANTS REFLECTED CEILING PLAN.) LANDLORD AND TENANT. 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO PIPING OR DUCTWORK. 2. FLEXIBLE AIR DUCT MAY ONLY BE USED IN VERTICAL APPLICATIONS WITH PRIOR APPROVAL FROM THE TENANT'S WORK/SERVICES TO CONTACT THE LOCAL BUILDING DEPARTMENT/AGENCY TO 5. THE SPRINKLER SUBCONTRACTOR SHALL OBTAIN ALL APPROVALS FROM APPLICABLE AUTHORITIES FOR THE SPRINKLER SYSTEM. 6. COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL WALLS, LIGHTS, SPRINKLER HEADS, CEILING TILES AND DUCTWORK SHALL NOT BE SUPPORTED FROM ROOF DECKING AND/OR BRIDGING, BUT SHALL BE SUSPENDED FROM THE CONSTRUCTION MANAGER. DISCUSS CODE ISSUES/IDIOSYNCRASIES REGARDING THEIR SERVICES AND TOP CHORD OF BAR JOISTS, STEEL OR OTHER STRUCTURE. DUCTWORK SHALL CLEAR ALL SPRINKLERS AND OTHER THE QUOTE ASSOCIATED WITH THE SERVICES TO THE GENERAL CONTRACTOR 6. OWNER, TENANT, CLIENT AND LESSEE ARE ALL THE SAME INDIVIDUAL OR COMPANY. THE LANDLORD AND LESSOR IS THE O DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION. 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 8 FEET IN LENGTH AT ANY ONE LOCATION. FOR THIS PROJECT. THIS CONTRACTOR TO BE FAMILIAR WITH THE SITE BUILDING LANDLORD AND/OR THE OWNER OR REPRESENTATIVE OF THE OWNER OF THE SHOPPING CENTER. LANDLORD'S Q j 5 OBSTACLES AND SHALL D HUNG AS HIGH AS POSSIBLE IN WORK AND STORAGE ARE4S. WHERE INTERFERENCE'S OCCUR, WHERE SUCH SERVICES/WORK WILL BE PERFORMED, THIS SPECIFIC USE ARCHITECT AND CONSTRUCTION REPRESENTATIVE MAY OR MAY NOT BE ONE AND THE SAME; TENANT'S ARCHITECT AND w 0.0 O 7. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATION, SERVICE, IN ORDER TO SUPPORT DUCTWORK AND THE IDIOSYNCRASIES ASSOCIATED WITH THE LIFE, SAFETY AND HEALTH 0 r- MAINTENANCE AND REPAIR. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL J. SUPPLY AND RETURN AIR TAKEOFF FITTINGS CONSTRUCTION REPRESENTATIVE MAY OR MAY NOT BE ONE AND THE SAME. ® N Q•3 EQUIPMENT FOR SERVICE. OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE ASSOCIATED WITH THIS WORK AND TO INDICATE ON THE QUOTE ANY ITEMS THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND OTHER EQUIPMENT SERVICE 1. RECTANGULAR DUCT REQUIRED THAT ARE NOT NECESSARILY SHOWN ON THE 7. SINCE SPACE TO BE OCCUPIED IS NEW OR WHOLLY OR PARTIALLY ANOTHER SHOPPING CENTER OR BUILDING TENANT (AS w.N 0 8. THE CONTRACTOR SHALL DO ALL CUTTING, CORE DRILLING, CHASING, OR CHANNELING AND PATCHING REQUIRED DRAWINGS/SPECIFICATIONS. REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD APPLICABLE), THE SPRINKLER SUBCONTRACTOR MUST CHECK SITE CONDITIONS TO ANALYZE IF MAINS, BRANCH LINES, ETC., MAY �.� N FOR ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION CRITERIA. A. PROVIDE 45 DEGREE RECTANGULAR TAKEOFFS FROM MAIN DUCTWORK TO RECTANGULAR BRANCHES. BE EXISTING LOWER THAN OR IN THE WAY OF THE NEW CEILING HEIGHT OR OVERHEAD GRILLE ASSEMBLY IF APPLICABLE; IF w Q 0 Y MANAGER AND THE LANDLORD OR LANDLORDS REPRESENTATIVE. PATCHING SHALL MATCH FINISH OF SURROUNDING I. WORK RESPONSIBILITY ( ) � +' 0 AREA. 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED FOR THE OUTER DIAMETER OF INSULATION. 2. SPIRAL DUCT THIS IS THE CASE, THEN COSTS FOR REMOVING, RELOCATING AND NEW, SHOULD BE INCLUDED IN THE SPRINKLER CONTRACTORS Q 0 CO'L C. CODES INSTALL 6 INCH LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS FORA BID• ( �,ao N A. PROVIDE SADDLE OR DIRECT CONNECTION OF A BRANCH DUCT INTO A LARGER DUCT. THE DIAMETER OF THE BRANCH COMPLETE, SAFE INSTALLATION OF PLUMBING WORK IN FULL CONFORMITY - C� 0 SHALL NOT EXCEED TWO THIRDS OF THE DIAMETER OF THE MAIN. PROTRUSIONS INTO THE MAIN ARE NOT ALLOWED. 8A. THIS IS A NEW SYSTEM TO BE INSTALLED AS TO LAYOUT AND CAPACITY BASED ON TENANT'S FLOOR PLANS, CEILING PLANS, " 0 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD CONSTRUCTION 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY SEPARATED FROM ONE ANOTHER. WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AS INDICATED �--- 0 PRACTICES. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE LANDLORD'S CRITERIA; STATE, ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING IN GENERAL THE HEIGHTS AND SECTIONS AND THE LATEST N.F.P.A. PAMPHLET/STANDARDS GOVERNING THIS USE. SPRINKLER SUBCONTRACTOR TO O M L COUNTY AND LOCAL CODES AND ORDINANCES; THE LATEST EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, P. ACCESS DOORS K. DAMPERS . FOLLOWING: CHECK WITH LOCAL FIRE AUTHORITIES REGARDING ANY SPECIAL SPRINKLER REQUIREMENTS FOR SIDE WALL CASES (AS .0 ,- a THE APPLICABLE BUILDING CODE, UNDERWRITERS LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 70, 90A APPLICABLE). TENANT'S ARCHITECT'S PLACEMENT OF SPRINKLER HEADS IS FOR AESTHETIC PURPOSES ONLY; THE ACTUAL �4O ZD 1. FURNISH STEEL ACCESS DOORS AND FRAMES, MINIMUM 16 INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE 1. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE OPERATORS IN EACH BRANCH DUCT , AND 96 AND ALL OTHER APPLICABLE CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE CHANGES 2. SANITARY DRAINAGE CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT PLACEMENT MUST MEET CODE, TENANTS PLANS, LANDLORD AND INSURANCE REQUIREMENTS AND IF IN A GRID SYSTEM PLACED IN c cn Q ACCESS TO THE GENERAL CONTRACTOR FOR ALL LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO CONCEALED AND AS SHOWN ON PLANS TO FACILITATE AIR BALANCING. Q+.t REQUIRED BY ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, NO REQUIRING SAME WITH FINAL CONNECTIONS TO EXISTING PREINSTALLED THE CENTER OF THE GRID PATTERN, WHETHER EXISTING OR NOT EXISTING. ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR. VALVES AND OTHER EQUIPMENT REQUIRING SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND NUMBER WILL BE OUTLETS PROVIDED BY PRIOR TENANTS OR LANDLORD. PLUMBER SHALL 0.�?+r DETERMINED BY THE CONTRACTOR AND APPROVED BY THE TENANT CONSTRUCTION MANAGER TO SUIT EQUIPMENT 2. WHERE ACCESS TO BALANCING DAMPER IS RESTRICTED OR IN AREAS WITH SHEET ROCK CEILINGS, YOUNG REGULATORS ( ) 4- ttf SHALL BE USED. VERIFY EXACT LOCATION OF WASTE PIPE OUTLET BEFORE SUBMITTING BID 86. THIS IS AN EXISTING SYSTEM TO BE MODIFIED AS TO LAYOUT AND CAPACITY BASED ON TENANT'S FLOOR PLANS, CEILING PLANS, 0 O D. LICENSES. PERMITS. INSPECTIONS AND FEES REQUIREMENTS. GENERAL CONTRACTOR WILL INSTALL ACCESS DOORS AND FRAMES. Q,Q AND NOTIFY THE ARCHITECT OF ANY LOCATION DISCREPANCIES. PLUMBING HEIGHTS AND SECTIONS AND THE LATEST N.F.P.A. PAMPHLET/STANDARDS GOVERNING THIS USE. SPRINKLER SUBCONTRACTOR TO O L Ja 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR 2. ACCESS DOORS LOCATED IN FIRE-RATED WALLS FLOORS CEILING-FLOOR OR CEILING-ROOF ASSEMBLIES SHALL BE 3. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR AND RELIEF AIR DUCTS ARE TO BE OPPOSED BLADE TYPE. ALL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONCRETE SAWCUTTING CHECK WITH LOCAL FIRE AUTHORITIES REGARDING ANY SPECIAL SPRINKLER REQUIREMENTS FOR SIDE WALL CASES AS D Q= RELATED TO THIS WORK. FIRE RATED, U.L. LISTED AND LABELED. RECTANGULAR DAMPERS IN RETURN AIR DUCTS TO BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT DAMPERS MUST REQUIRED TO MAKE THE FINAL CONNECTION TO THE EXISTING WASTE PIPING APPLICABLE). ( 'a�t ALSO BE OF THE LOW LEAKAGE TYPE. OR CAPPED OUTLET(S). SAWCUTTING, EXCAVATING, BACKFILLING AND NEW c 0 v) 2. FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION 3. ACCESS DOORS SHALL BE FLUSH TYPE, MANUFACTURED FROM 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE TYPE CONCRETE MUST MEET WITH THE LANDLORD'S APPROVAL. 9. ALL SPRINKLER HEADS IN ACOUSTICAL SALES AREA CEILINGS TO BE IN CENTER OF TILES. - 0 v APPROVAL AT COMPLETION OF PROJECT. FRAMES MANUFACTURED FROM 16 GAUGE STEEL, PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SUITABLE FOR 4. ALL MOTORIZED DAMPERS NOT FURNISHED WITH EQUIPMENT ARE TO BE HONEYWELL DAMPERS. v INSTALLATION IN WALL OR CEILING MATERIALS SHOWN IN ROOM FINISH SCHEDULES. PROVIDE ACCESS DOORS FOR ALL A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY II. GENERAL REQUIREMENTS •�a ? L E. DRAWINGS L DIFFUSERS. GRILLES AND REGISTERS BLOCKAGE. Q CO CONCEALED VALVES, VENTS, DAMPERS, FIRE DAMPERS, EXPANSION JOINTS, PULL BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, PUMPS AND ANY OTHER ITEM REQUIRING SERVICE. DOORS IN PLASTER OR CONCRETE SURFACES SHALL B. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. 1. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A COMPLETE INSTALLATION FOR FINISHED WORK, TESTED AND READY 4- 1. DRAWINGS (PLANS AND SPECIFICATIONS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF HAVE A'RECESSED DOOR WITH CONCRETE OR PLASTER FACING. DOORS IN CARPETED OR TILED AREAS SHALL BE 1. PROVIDE DIFFUSERS, GRILLES AND REGISTERS AS SCHEDULED. DEVICES TO BE COMPLETE WITH FRAMES AND ALL Q O THE MECHANICAL SYSTEMS. BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL DUCT RAM ES. FOR OPERATION. THE WORK THROUGHOUT SHALL BE EXECUTED IN THE BEST AND MOST THOROUGH MANNER UNDER THE Q-0 4- RECESSED WITH TILE FACING. NO ACCESS DOORS ARE REQUIRED IN 2 X 2 AND 2 X 4 LAY-IN ACOUSTIC TILE CEILING. ACCESSORIES. ALL DIFFUSERS, GRILLES AND REGISTERS IN SHEET ROCK CEILINGS TO BE PROVIDED WITH PLASTER F 3. COMPLETE VENT SYSTEM, ALL FIXTURES INDIVIDUALLY VENTED WITH FINAL c) 4- AND PIPE OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE REQUIRED. THE MECHANICAL CONTRACTOR MUST FINISH TO BE COORDINATED WITH INTERIOR FINISHES. DIRECTION OF AND TO THE SATISFACTION OF THE BUILDING OWNER AND TENANT'S REPRESENTATIVE. � 0 OBTAIN APPROVED CONSTRUCTION DRAWINGS FROM THE GENERAL CONTRACTOR BEFORE BEGINNING ANY WORK. PROVIDE COLORED PINS TO DENOTE ACCESS TILES. FURNISH FACTORY MADE METAL ACCESS DOORS, COMPLETELY FLUSH, CONNECTION THROUGH ROOF OR TO EXISTING LANDLORD SUPPLIED COMMON Q 0 Q "ALLAN HEAD" SCREWDRIVER OPERATED, WITH FRAMES AND CAM-TYPE CATCH WITH STAINLESS STEEL STUD. DOORS SHALL VENT. ROOF PENETRATION AND FLASHING TO BE PERFORMED BY LANDLORD'S 2. ALL MATERIALS REQUIRED FOR THIS WORK SHALL BE NEW, UNUSED, BEST OF ITS RESPECTIVE KINDS FREE FROM DEFECTS `- E 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN OR THE MECHANICAL PLAN. ,�� �7 2. THE LAYOUT SHOWN ON THE DRAWINGS IS BASED ON A PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF BE NOT LESS THAN 12" X 12" FOR HAND ACCESS. DOORS IN WALLS AND CEILING SHALL BE PRIME COATED CARBON ROOFER (IF APPLICABLE). COST OF ROOF PENETRATION AND FLASHING TO BE AND OF FIRST CLASS QUALITY. BASIS OF QUALITY SHALL BE BASED ON THE LATEST STANDARDS OF THE N.F.PA. PAMPHLET Q C +2 EQUIPMENT IS USED WHICH REQUIRES MODIFICATION OR CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR STEEL. FURNISH FIRE RATED DOORS FOR FIRE RATED CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AS PART OF THIS CONTRACT, UNLESS NOTED OTHERWISE IN BID PROPOSAL IF AND OTHER ACCEPTABLE STANDARDS. a 0 0 SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE AS PART OF THIS WORK, FOR MAKING ALL SUCH M. DUCTWORK INSULATION ( c CONSTRUCTION. APPLICABLE. Q Q 0) MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES WITH THE COST THEREOF INCLUDED IN ) � THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK 1. ALL NEW SUPPLY AND RETURN AIR DUCTWORK WITHIN 10' OF HVAC UNIT SHALL BE ACOUSTICALLY LINED. DUCT SIZES 3. THE SPRINKLER SUBCONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK UNTIL ITS COMPLETION AND FINAL ACCEPTANCE AND ;-'-v•� SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE Q• ELECTRIC MOTORS SHOWN ON THE DRAWING ARE INTERNAL FREE AREA SIZES. INTERNAL LINER SHALL BE 2" THICK DUCT LINER EQUIVALENT 4. DOMESTIC WATER SUPPLY SYSTEM INCLUDING CONNECTION TO EXISTING SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE BUILDING O Q TENANTS CONSTRUCTION MANAGER. " " " CAPPED OUTLET AND FINAL CONNECTIONS TO PLUMBING FIXTURES AND OWNER OR TENANT. 1. FURNISH, INSTALL AND ALIGN ALL MOTORS REQUIRED FOR THIS EQUIPMENT, UNLESS THEY ARE FACTORY INSTALLED ON TO JOHNS MANVILLE PERMACOTE LINACOUSTIC ( R VALUE = 6.3) AND SHALL BE APPLIED TO THE DUCTWORK WITH FIRE EQUIPMENT REQUIRING SAME. VERIFY EXACT LOCATION AND SIZE BEFORE �' 0 F. EXISTING LEASE SPACE CONDITIONS THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND SAFELY SWITCHES FOR SUCH MOTORS SHALL BE FURNISHED AND RESISTIVE ADHESIVES AND CADMIUM OR COPPER PLATED MECHANICAL FASTENERS. SUBMITTING BID. 4. THE SPRINKLER SUBCONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS INSTALLED BY HIM TO BE FREE O 0 0Qi INSTALLED BY THE ELECTRICAL CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS AS DEFINED IN THE ELECTRICAL v+. SPECIFICATIONS. 2. LEADING EDGES OF DUCT INSULATION SHALL BE OVERLAPPED BY ADJOINING INSULATION FOR 6" MINIMUM AND THEN FROM INHERENT DEFECTS AND SHALL KEEP IN REPAIR AND REPLACE ANY DEFECTIVE MATERIALS OF WORKMANSHIP, FREE OF 4 c 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING MECHANICAL 5. INSULATION OF ALL HOT AND COLD WATER PIPING, INCLUDING UNDER COST TO THE TENANT OR LESSEE OW v Q-0 WORK IN THE SPACE NOT SHOWN TO BE REUSED IN THE NEW TENANT SPACE. SEALED WITH FOIL VAPOR BARRIER ADHESIVE AND DUCT MASTIC SO THAT NO FIBERGLASS INSULATION IS VISIBLE. ( NER) FOR A PERIOD OF ONE (1) YEAR AFTER THE FINAL COMPETITION OF THE WORK. 2. DESIGN, CONSTRUCTION AND PERFORMANCE CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL APPLICABLE LAVATORY A.D.A. PIPE WRAPPINGS. Q� N 2. THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING FIRE PROVISIONS OF LATEST NEMA, ANSI, ISEE STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS SHALL BE SUITABLE FOR 3. ALL INSULATION ON EXISTING PIPING OR DUCTS THAT IS WETTED, DAMAGED, DISTURBED OR REMOVED SHALL BE 5. ALL WORK SHALL BE DONE ACCORDING TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND BUILDING LANDLORD / TENANT 0 I 0 PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, DUCTWORK, ETC. OPERATION ON VOLTAGE VARIATION OF PLUS OR MINUS 10 PERCENT, 40 DEGREES C AMBIENT TEMPERATURE AND HAVE A REPLACED. 6. FURNISH AND INSTALL WATER METER (IF APPLICABLE) ACCESSIBLE TO LEASE CRITERIA (IF APPLICABLE) AND SHALL RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION. PREPARE ALL 0= AND ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. SERVICE FACTOR OF NOT LESS THAN 1.15. UTILITY COMPANY OR LANDLORD'S REPRESENTATIVE FOR MONITORING WATER, REQUIRED DOCUMENTS, DRAWINGS AND PERFORM ALL REQUIRED TESTS AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE Q : CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED EQUIPMENT, PIPES, DUCTWORK AND 4. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND IN ACCORDANCE BUT METER SHOULD IN NO WAY BE IN THE PATH OF THE A.D.A./CABG-ANSI, APPROVALS. Q.E c EQUIPMENT PRIOR TO REMOVAL ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED UNLESS NOTED FOR R. LOW VOLTAGE (24 VOLT) WIRING WITH RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY WITH NEPA 90A. 5'-O" CIRCULAR PATTERN. 1...m REUSE OR RECONFIGURATION ON PLANS. ROOF PATCHING SHALL BE PERFORMED AT THE CONTRACTORS EXPENSE BY 6. THIS CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR THE WORK AND REVIEWED THE DRAWINGS WITH THE TENANT'S GENERAL >% A ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF 6 0 C 1. THE CONTRACTOR IS TO INSTALL ALL LOW VOLTAGE WIRING REQUIRED FOR THEIR EQUIPMENT. THIS WORK INCLUDES 5. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF CONTRACTOR BEFORE HAVING SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND DURING THE O .- (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK OR PART OF THE LANDLORDS OR ANOTHER TENANTS 7. COSTS FOR WORKING BELOW TENANT'S SLAB IN ANOTHER TENANT'S SPACE. Q ALL TRANSFORMERS AND DEVICES TO MAKE THIS A COMPLETE FUNCTIONAL SYSTEM. NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM C 411 OR AS REQUIRED BY LOCAL CODES. COURSE OF THE CONTRACT. --� ACTIVE SYSTEM MUST BE REMOVED AND ROOF WALL/FLOOR PATCHED REPAIRED TO MATCH THE EXISTING STRUCTURE. cl,m.; EXISTING ABANDONED PIPES, DUCTS OR EQUIP ENT IN THE FLOOR, MBEDDED IN CONCRETE OR OTHERWISE 8. INSTALLATION OF FLOOR DRAIN, BACKFLOW PREVENTER (IF REQ. BY CODE) 7, THIS CONTRACTOR MUST PROVIDE TENANT, LANDLORD AND TENANT'S CONSTRUCTION REPRESENTATIVES WITH COPIES OF REQUIRED INSURANCE 5 >.N 2. ALL WORK IS TO CONFORM TO THE ELECTRICAL SPECIFICATIONS AND THE REQUIREMENTS OF THE AUTHORITIES HAVING 6. RETURN DUCT INSULATION INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT JURISDICTION. AS PER LANDLORD REQUIREMENT AND CLEANOUT PER LOCAL CODE. AND COPIES TO BE FURNISHED TO THE OWNER BEFORE COMMENCING WORK. 0 Q 0 REUSED IN THIS PROJECT. COORDINATE ALL LOCATIONS WITH OPERATIONS MANAGER. 0 O A. SERVICE: RECTANGULAR, RETURN-AIR DUCTS. = 0 0 IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED PIPING AND OR DUCTWORK MUST BE REMOVED TO POINT 3. ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. 1. MATERIAL: INSULATION BOARD, 6 PSF MINIMUM AND PLAIN FACING. 8. SUBMIT THREE (3) SETS OF SHOP DRAWINGS IDENTIFIED WITH PROJECT NAME TO THE BUILDING OWNER, OWNER AND OWNER'S CONSTRUCTION L O OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO BID AND/INCLUDE IN BID PROPOSAL. 2. THICKNESS: 1 INCH. REPRESENTATIVE FOR THEIR FILE. Q,E- c'- 4. SMOKE DETECTORS AND REMOTE TEST STATION 3. NUMBER OF LAYERS: ONE. II. GENERAL ITEMS Q 9. THE FIRE PROTECTION SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF WORK/SERVICES TO CONTACT THE LOCAL BUILDING 3. ACTIVE LANDLORD OR OTHER TENANT SERVICES ENCOUNTERED IN WORK SHALL BE PROTECTED AND SUPPORTED. 0- = i. IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE OF THE AHU AND PHOTO-TYPE ARE TO BE USED ON THE A. INORGANIC GLASS FIBERS PREFORMED AND BONDED BY THERMOSETTING RESIN. MUST COMPLY WITH ASTM C 612, 1. SLEEVES: PROVIDE #22 GAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING DEPARTMENT/AGENCY TO DISCUSS CODE ISSUES/IDIOSYNCRASIES REGARDING THEIR SERVICES AND THE QUOTE ASSOCIATED WITH THE SERVICES Q r � F EXISTING SERVICES NOT ANTICIPATED REQUIRE RELOCATION, CONTACT THE TENANTS CONSTRUCTION MANAGER SUPPLY SIDE. ON ALL OTHER TYPES OF HVAC UNITS WHERE SMOKE DUCT DETECTORS ARE REQUIRED, USE FIELD TYPE 1A AND 1 B, THROUGH WALLS AND FLOOR, PACK WITH NON-ASBESTOS ROPE AND FILL TO THE GENERAL CONTRACTOR FOR THIS PROJECT. THIS CONTRACTOR TO BE FAMILIAR WITH THE SITE WHERE SUCH SERVICES/WORK WILL BE >,.'-�- IMMEDLATELY. ALL COSTS FOR REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER TENANT SERVICES DURING INSTALLED IONIZING TYPE IN RETURN DUCTWORK AND PHOTO-TYPE ON THE SUPPLY LOCATED BEFORE THE FIRST 1. KNAUF INSULATION OR APPROVED EQUIVALENT. WITH EXPANDO NON-SHRINKING CEMENT. PERFORMED, THIS SPECIFIC USE AND THE IDIOSYNCRASIES ASSOCIATED WITH THE LIFE, SAFETY AND HEALTH ASSOCIATED WITH THIS WORK AND TO 0•- CONSTRUCTION SHALL BE PAID FOR BY THE CONTRACTOR CAUSING THE DAMAGE. TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR WILL SHUT DOWN HVAC UNIT. INDICATE ON THE QUOTE ANY ITEMS REQUIRED THAT ARE NOT NECESSARILY SHOWN ON THE DRAWINGS/SPECIFICATIONS. -0= O- 4. TIE-INS AND MODIFICATIONS TO EXISTING LANDLORD SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF B. APPLY INSULATION AS FOLLOWS: 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING, BOTH BARE AND COVERED, WITH N.O 0 LANDLORD OPERATION AND DURING HOURS SPECIFIED BY THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR ii. SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY TEST STATION SYSTEM WITH AUDIBLE AND VISUAL ALARM, CP CAST BRASS ESCUTCHEONS WHERE PASSING THROUGH FLOORS, CEILINGS, III. SCOPE OF WORK >_ CL 0 Q CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE LANDLORD PRIOR TO SUBMITTING THEIR BID. THE SIMPLEX MODEL 4098-9842 OR APPROVED EQUIVALENT. ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH VOLUME A. APPLY ONE-LAYER INSULATION WITH JOINTS TIGHTLY BUTTED. SECURE LAYERS WITH ADHESIVE, MECHANICAL WALLS OR PARTITIONS. Q N o CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM TIME REQUIRED TO PERFORM MODIFICATIONS DURING HORN TONE SETTING. " a 1. FURNISH ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTORS FOR A COMPLETE, SAFE INSTALLATION OF SPRINKLER WORK IN FULL Q L Q FASTENERS OR BANDING. FASTENERS SHALL BE LOCATED A MAXIMUM OF 3 FROM EACH EDGE AND NO GREATER THAN 12 � Q. OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK MUST BE COORDINATED WITH THE LANDLORD. CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED. Q APART. 3. HANGERS AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST cn � ALARM SYSTEM MAY BE DELETED WHERE NOT REQUIRED BY LANDLORD OR BY LOCAL CODE. EVERY 5 FEET OR AT EVERY HUB, COPPER TUBING EVERY 7 FEET AND = cv N 0 5. EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR „ IV. GENERAL ITEMS 2= MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO MEET THE RESTRICTIONS IMPOSED BY THE BUILDING OR ITS N. SYSTEM CLEANOUT STEEL PIPE EVERY 10 FEET WITH CLEVIS HANGERS AND INSULATION n 1 A. HEATING VENTILATION AND AIR CONDITIONING V COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN THE NEW WORK AREA. PROTECTION SHIELDS. PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR 1. IF VALVES ARE NOW UTILIZED IN SYSTEM BUT NOT ALLOWED BY LAW, THEY ARE TO BE REMOVED AS REQUIRED. 1. UPON COMPLETION OF INSTALLATION, CLEAN ENTIRE SYSTEM BEFORE INSTALLING AIR OUTLETS. CONTRACTOR TO PROVIDE OTHER PIPING. ONLY SUPPORT FROM TOP FLANGES OF BEAMS AND TOP cQi= L 6. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE AND DISTURBANCE TO BUSINESS ROUTINE. ALL WORK 1. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND A CERTIFICATION THAT CLEANING WAS ACCOMPLISHED PRIOR TO PROJECT CLOSEOUT. CHORDS AT PANELS OF JOIST AND TRUSSES. PROVIDE SWAY AND SEISMIC 2. SPRINKLER SUBCONTRACTOR SHOULD VERIFY WITH LANDLORD ANY SPECIAL REQUIREMENTS, HOOKUPS, ALARM SYSTEMS IN PIPING ETC. AND Z - O Q SCHEDULES SHALL BE COORDINATED WITH AND APPROVED BY, THE TENANTS CONSTRUCTION MANAGER. ELECTRICAL PLANS AND SPECIFICATIONS TO SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS ELEMENTS OF THE BRACING WHERE REQUIRED BY CODES. INCLUDE COST IN BID - ITEMIZE AND SPECIFY INCLUSIONS IN BID. N-0� HVAC SYSTEM, MATERIALS AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCE'S AND CONFLICTS. 2. NEW FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE OPERATED. U m O 7. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE 3. DRAIN DOWNS AS PER GENERAL CONTRACTOR'S REQUIREMENTS. PIPING SHALL NOT BE SUPPORTED FROM DUCTWORK, ELECTRICAL, MECHANICAL, - 0 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO THE B. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF EQUIPMENTa 0. SYSTEM TESTING. ADJUSTING AND BALANCING PLUMBING, OR OTHER SPRINKLER PIPING. ONLY HANG FROM TOP FLANGES OF BEAMS AND TOP CHORDS AT PANEL POINTS OF JOISTS AND LL ACCORDANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION _ 41 O++ RULES AND REGULATIONS OF THE OWNER. TRUSSES. O - 0 1. PRIMARY HVAC UNITS ARE TO BE AS SCHEDULED. EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN APPROVAL ONLY. 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE COMPLETED BY AN INDEPENDENT CONTRACTOR WHO IS AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF U Q Q 8. CONTRACTOR SHALL PROTECT THEIR WORK AND EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT IS ALL COMPRESSORS ARE TO INCLUDE A 5 YEAR EXTENDED WARRANTY. OWNER'S REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED 4. TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS BASED ON CODE OR BUILDING OWNER'S REQUIREMENTS AND IN ACCORDANCE E ca O CURRENTLY LICENSED BY THE ASSOCIATED AIR BALANCING COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING L DAMAGED, VANDALIZED OR STOLEN PRIOR TO ACCEPTANCE OF BUILDING BY OWNER AND ARCHITECT SHALL BE IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM IS OBTAINED. Q REPLACED 8Y RESPECTIVE CONTRACTOR AT NO CHARGE TO TENANT. BUREAU (NEBB). NO OTHER BALANCE REPORTS WILL BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND/OR AS SPECIFIED. TEST SHALL BE PERFORMED IN THE PRESENCE OF BUILDING � N 0- 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS OWNER (IF REQUIRED) AND OWNERS REPRESENTATIVE AND LOCAL INSPECTOR. TEST SHALL BE REPEATED IF NECESSARY UNTIL FINAL APPROVAL 0 3.LA PROVIDED TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE DRAWINGS AND SPECIFIED. A. TEST DRAINAGE AND VENT PIPING BY FILLING WITH WATER TO OF SYSTEM IS OBTAINED. AS PER CODE REQUIREMENTS, TEST PIPING BY FILLING WITH AIR UNDER PRESSURE FIRST. S m y 9. IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL FOR TESTING SHALL BE MADE 8Y THE HVAC CONTRACTOR. OVERFLOWING AT ROOF, WATER LEVEL TO REMAIN. a DAMAGE DONE TO ANY EXISTING FACILITIES, EQUIPMENT, PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES � 0 OF THE BUILDING, BY EITHER THEIR OWN WORKMEN OR BY ANY OF THEIR SUBCONTRACTORS. THE CONTRACTOR 3. EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. ALL AIR 2. THE CONTRACTOR SHALL INSTALL NEW FILTERS IN ALL UNITS PRIOR TO THE AIR BALANCING. THE COMPLETE AIR B. TEST WATER PIPING WITH WATER 1-1/2 TIMES THE WORKING PRESSURE. 5. STERILIZATION OF SPRINKLER SYSTEM: IF REQUIRED BY CODE OR LANDLORDS CRITERIA, BEFORE SPRINKLER SYSTEM IS PLACED INTO SERVICE, !^ 0 0 SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN WORKMEN OR SUBCONTRACTORS AND THE OWNER AT THEIR CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE DRAIN AND BE TRAPPED IN ACCORDANCE WITH MANUFACTURER'S BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS IN MINIMUM POSITION. ALL LINES SHALL BE CHLORINATED TO THE SATISFACTION OF REPRESENTATION (AS APPLICABLE) IN ACCORDANCE WITH N.F.PA STANDARDS. W Q E � DISCRETION, MAY WITHHOLD PAYMENTS EQUAL TO THE REASONABLE COST OF THE REPAIRS. DATA. SEE DRAWINGS FOR ADDITIONAL DETAILS. 5. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN � o 3. BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR MINUS 5 PERCENT OF THAT INDICATED ON THE DRAWINGS. SERVICE, ALL WATER LINES SHALL BE CHLORINATED TO THE SATISFACTION OF 6. NOTCHING AND BORING OF STRUCTURAL STEEL MEMBERS IS NOT PERMITTED, WHEN HANGING FROM STRUCTURAL STEEL ONLY HANG FROM TOP L0 v O N 10. THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE PERMITTED TO USE ANY PART OF THE EXISTING BUILDING C. TOILET EXHAUST FANS ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED THE ARCHITECT OR LANDLORD'S REPRESENTATIVE, IN ACCORDANCE WITH FLANGE OF BEAMS AND TOP CHORDS ONLY AT PANEL POINTS OF JOISTS / TRUSSES. 0 v AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND ARCHITECT. FLOW RATES SHALL BE PROVIDED BY THE HVAC CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. A.W.W.A. SPECIFICATION C601-53T. M -0 (0 O 1. WHERE SHOWN ON DRAWINGS PROVIDE A TOILET EXHAUST FAN COMPLETE WITH GRAVITY BACKDRAFT DAMPER. ALL 7. SPRINKLER CONTRACTOR TO FILE FOR PERMITS AND SUBMIT PLANS TO BUILDING DEPARTMENT FOR APPROVAL AND SIGN-OFF. ALL BUILDING d" cn 0 0 11. WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF SERVICES UNAVOIDABLE, THEY SHALL BE MADE AT NIGHT DUCTWORK, ROOF OPENINGS AND CAPS NECESSARY TO PROVIDE A COMPLETE EXHAUST SYSTEM SHALL BE PROVIDED BY 4. THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: 6. SLOPE WASTE LINES 2 INCHES AND SMALLER NOT LESS THAN 1 4 INCH DEPARTMENT WORK FOR THIS CONTRACTORS SCOPE, TO BE FILED BY THIS CONTRACTOR. T_ 1- c L OR AT SUCH TIMES AS WILL CAUSE THE LEAST INTERFERENCE WITH THE ESTABLISHED OPERATING ROUTINE. THE CONTRACTOR. REFER TO PLANS FOR APPLICABILITY. / '1O PER FOOT. SLOPE LARGER MAINS NOT LESS THAN 1/8 INCH PER FOOT. V. BUILDING LANDLORD'S CRITERIA 12. THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY A) AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING CONTRACTOR. a) DURING THE TIME ACTUALLY REQUIRED TO MAKE THE NECESSARY CONNECTION TO THE EXISTING WORK. THIS D. VIBRATION ISOLATION DEVICES B) INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 7. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK, AT EACH CHANGE IN 1. THE SPRINKLER CONTRACTOR IS TO BECOME FAMILIARIZED WITH BUILDING LANDLORD'S CRITERIA FOR THIS LOCATION (IF APPLICABLE) AND CONTRACTOR SHALL GIVE AMPLE WRITTEN NOTICE IN ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. 1. VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, ROOFTOP C) MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. DIRECTION, AT INTERVALS NOT OVER 50 FEET AND ELSEWHERE AS SHOWN INCLUDE ANY WORK REQUIRED OF THIS CRITERIA, WHICH IS NOT SPECIFICALLY NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 13. ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, DUCTWORK AND OTHER EQUIPMENT FOR USE IN THIS UNITS, ETC.) AND STRUCTURE. D) AIR CFM AND STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY PITOT TUBE DUCT TRAVERSE ON DRAWINGS OR REQUIRED BY LOCAL CODE. CLEANOUTS SHALL NOT BE �+ �+ 2. THE SPRINKLERS MUST BE AFULL-COVERAGE SYSTEM WHICH COMPLIES WITH ALL THE REQUIREMENTS OF NEPA PAMPHLET 13. p EV �7 O N�7 CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL BE AT THE UNITS. INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANTS f` E MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE READINGS FOR EACH LEG. CONSTRUCTION MANAGER. KEPT CLEAN AND DRY. THE MOTORS, UNITS, FIXTURES, FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING 3. SPECIAL ATTENTION MUST BE PAID TO SPRINKLER OBSTRUCTIONS INCLUDING STOCK FIXTURES AND VALANCES. COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER MATERIALS ENTERING THE PARTS DURING ERECTION AND EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH HOUSED SPRING MOUNT DEVICES. F) MOTOR AND FAN RPM, SHEAVE SIZES AND BELT SIZES AND LENGTHS. CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE FOUND THAT ANY PARTS ARE DAMAGED DUE TO G) OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AT FULL COOLING. III. MATERIALS 4. THE 200 PSI, TWO-HOUR HYDROSTATIC TEST OF THE SYSTEM IS REQUIRED TO BE WITNESSED BY A REPRESENTATIVE OF THE BUREAU OF FIRE CARELESSNESS ON THE PART OF THE CONTRACTOR IN NOT PROVIDING PROPER PROTECTION, SUCH PART OR PARTS 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES. ADJUST FOR PROPER ALIGNMENT H) MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. PREVENTION. SHALL BE REPLACED BY THE CONTRACTOR AT THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, PIPING, AND LOADING. AV010 "GROUNDING" THE ISOLATOR. 1) FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE DUCTED). 1. DRAINAGE AND VENT PIPING: EXTRA HEAVY HUB AND SPIGOT CAST IRON CONDUITS, ETC., SHALL BE PROPERLY PROTECTED WITH TEMPORARY CAPS OR PLUGS AT ALL TIMES. J) INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. SOIL WITH RUBBER GASKETS CONFORMING TO ASTM C564. NO-HUB CAST 5. A COMPLETED, CERTIFIED COPY OF THE "CONTRACTORS MATERIAL AND TEST CERTIFICATE" IS REQUIRED TO BE TURNED INTO THE BUREAU OF G. DISCREPANCIES IN DOCUMENTS 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND THE UPPER AND LOWER IRON TO HAVE HEAVY DUTY, TYPE 304 STAINLESS STEEL COUPLINGS FIRE PREVENTION. ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 5. ALL CONTROL SEQUENCES SHALL BE TESTED AND OPERATING STATUS RECORDED IN THE REPORT. CONFORMING TO ASTM A 666, TYPE 304 STAINLESS STEEL SHIELD, TYPE 1. DRAWINGS (PLANS, SPECIFICATIONS AND DETAILS) ARE DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND 304 STAINLESS STEEL BANDS AND SLEEVE. INTENT OF THE MECHANICAL SYSTEMS. WHERE DRAWING, EXISTING SITE CONDITIONS, SPECIFICATIONS OR OTHER 5. CONSULT MANUFACTURER FOR APPLICATION DATA. 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE TENANT'S NPS 1-1/2" TO NPS 4": 3" WIDE SHIELD WITH 4 BANDS; TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO SUBMITTAL OF BID. CONSTRUCTION MANAGER FOR REVIEW AND COMMENT. NPS 5" TO NPS 10": 4" WIDE BAND WITH 6 BANDS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ADVISE THE TENANT'S CONSTRUCTION MANAGER, IN WRITING, OF E. CURBS AND STEEL FRAMING FOR SUPPORT NOTE: PVC SCHEDULE 40 PLASTIC PIPE (TYPE DWV) CONFORMING TO ASTM D2665 VARIATIONS TO THE CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, TENANT'S CONSTRUCTION 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR THE WITH JOINTS TO BE SOLVENT CEMENT CONFORMING TO AST D2564 MAY BE USED MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL 1. THIS CONTRACTOR WILL PROVIDE ALL NECESSARY CURBS AND STEEL FRAMING REQUIRED TO INSTALL ALL HVAC SYSTEM DESIGNED IN THESE DRAWINGS. THE BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT THE TENANT DEEMS AS PER PERMITTED BY LOCAL CODE. LlJ COMPENSATION PERMITTED. EQUIPMENT. CURBS SHALL BE A MINIMUM OF 14 INCHES HIGH AND OF THE SAME MANUFACTURER AS THE EQUIPMENT NECESSARY AT NO ADDITIONAL COST TO THE TENANT. a SUPPORTED. INSULATE UNDER THE COMPRESSOR SECTION TO PREVENT CONDENSATION. ALL CURBS MUST BE INSTALLED 2. WATER PIPING BELOW SLAB: TYPE K HARD COPPER TUBING, WITH CAST 0- H. TRADE NAMES AND MANUFACTURERS SO THAT THE TOP OF CURBS ARE "DEAD" LEVEL. ALL PENETRATIONS OF EXISTING STRUCTURE SHALL BE DONE IN 8. FINAL BALANCE REPORT SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. BRONZE OR WROUGHT COPPER SOLDER JOINT FITTINGS USING 95-5 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT ACCORDANCE WITH THE LANDLORD'S GUIDELINES AT THIS CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO ROOFTOP SOLDER. WATER PIPING ABOVE SLAB: TYPE L COPPER TUBING USING SILVER EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUIPMENT SHALL BE INSIDE THE CURB (CONDENSATE DRAIN, POWER WIRING, CONTROL WIRING, ETC.). P. FINAL HVAC INSPECTIONS SOLDER. EQUIVALENT OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY THE F. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT TO HAVE AN W TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE 3. WATER HAMMER ARRESTERS: PROVIDE ON HOT AND COLD WATER BRANCHES SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. INDEPENDENT HVAC CONTRACTOR INSPECT THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH TO FIXTURES, J. R. SMITH HYDROTROL MODEL 5020 FOR UP TO 60 FIXTURE ~ 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO APPROVAL BY THE TENANT'S CONSTRUCTION MANAGER. DEVIATIONS THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS UNITS. 0 I. SHOP DRAWINGS FROM DESIGN MUST BE APPROVED BY TENANT'S CONSTRUCTION MANAGER PRIOR TO FABRICATION OR INSTALLATION. ALL REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TO PLANS AND SPECIFICATIONS REQUIREMENTS AT NO ADDITIONAL DUCT SHOWN AS ROUND ABOVE A CEILING SHALL BE LONGITUDINAL SEAM DUCT AND SPIRAL WHERE EXPOSED, OR AS COST TO THE TENANT. 4. VALVES: GATE VALVE WATTS SERIES GV: 1/4" TO 4" BRONZE BODY, CHECK VALVE 1. SUBMIT THREE COPIES OF MATERIAL LISTS AND SHOP DRAWINGS FOR ALL EQUIPMENT AND DUCT FABRICATION SHOWN ON THE DRAWINGS. Q. INDOOR AIR QUALITY WATTS SERIES CVY: 3/8" TO 2" BRONZE BODY, BALL VALVE WATTS SERIES 86080 OR r- CV M Cfl O O O DRAWINGS TO THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW PRIOR TO ORDERING EQUIPMENT. SUBMISSIONS 86081 FULL PORT: 1 2" TO 2" BRONZE BODY. MUST BE EARLY ENOUGH TO ALLOW THE TENANT'S CONSTRUCTION MANAGER EIGHT WORKING DAYS FOR REVIEW 2. ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SMACNA LOW VELOCITY AND "HVAC DUCT / WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BE IN ACCORDANCE WITH CONSTRUCTION STANDARDS MANUAL", LATEST EDITION AND ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. CONFORM 1. NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR CONTAMINANTS OR LEVELS OF CONTAMINATION. 5. VACUUM RELIEF VALVE: WATTS MODEL N36-M1 BRASS BODY, 1/2" NPT THE GENERAL CONDITIONS USING THE MANUFACTURERS LISTED ON THE DRAWINGS. SHOP DRAWINGS SHALL INCLUDE TO THE REQUIREMENTS IN THE REFERENCED STANDARD FOR METAL THICKNESS, REINFORCING TYPES AND INTERVALS, TIE LINE SIZE. ALL DATA THAT PERTAINS TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS AND IN THE SPECIFICATIONS. THE ROD APPLICATIONS AND JOINT TYPES AND INTERVALS. ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE WALLED lel Olr MECHANI CAL / SUBMITTAL SHALL INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS INCLUDING DESCRIPTIVE LITERATURE AND " " 2. IT IS THE RESPONSIBILITY OF THE GENERAL AND MECHANICAL CONTRACTOR TO INFORM THE TENANT'S REPRESENTATIVE, CHARACTERISTICS OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS, ROUGHING-IN DATA, CAPACITY, CURVES, VANES ON MAXIMUM 3 CENTERS. PROVIDE SEAL CLASS C ON ALL TRAVERSE JOINTS UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK FREE ASSEMBLIES. LANDLORD AND TENANTS ARCHITECT IF ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR CONTAMINATION IS IDENTIFIED. IV. INSULATION ,tA�+ e� tt' tit PRESSURE DROPS, CODE COMPLIANCE, MOTOR AND DRIVE DATA AND ELECTRICAL DATA. OBSERVE SPECIAL IIVtJ 1 t1►ppR®VIJ 11vITH�TIliS P � PL UMI NG INSTRUCTIONS WHEN REQUIRED. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL AND SUBCONTRACTOR 3. PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING CHASES, AIR SHAFTS AND RETURN AIR PLENUMS CLEAN ALL AREAS 1. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH THE CONTRACT 3. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY DUCTWORK INSTALLED IS TO BE COMPLETELY SEALED UP THOROUGHLY. THE CONTRACTOR SHALL GUARANTEE THAT THE PLENUM CHAMBER USED FOR RECIRCULATING OF AIR WILL BE - DOCUMENTS OR INDICATE WHERE EXCEPTIONS TAKE PLACE. LACK OF SUCH CONTRACTOR'S REVIEW WILL BE CAUSE OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR 1" THICK RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM ENTERING THE SYSTEM. OF TIGHT CONSTRUCTION AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, SOIL STACKS, DOWNSPOUTS, VENTS, WITH VAPOR BARRIER CEMENT. VAPOR BARRIER NOT REQUIRED ON HOT SP�CI FI CATIONS FOR REJECTION WITHOUT REVIEW BY TENANT'S CONSTRUCTION MANAGER. ALL SHOP DRAWINGS MUST APPEAR IN THE EXHAUST DISCHARGES AND OTHER SOURCES WILL BE ENCLOSED SO THAT NO CONTAMINATED AIR WILL BE RECIRCULATED. WATER PIPING. OPERATION AND MAINTENANCE MANUALS LEFT ON SITE AT JOB COMPLETION. 4. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT SYSTEMS TO 2 INCH WATER GAUGE PRESSURE CLASSIFICATION 2. TENANT'S CONSTRUCTION MANAGER'S OR ARCHITECT'S REVIEW OF SHOP DRAWINGS OR SCHEDULES SHALL NOT (VERIFY WHETHER RETURN OR EXHAUST DUCT IS POSITIVE OR NEGATIVE PRESSURE). PRESSURE TEST DUCTS FOR 4. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT OFF THE HVAC SYSTEM, BLOCK OFF ALl AIR GRILLS, DIFFUSERS V. SPECIFIC PLUMBING SPECIFICATIONS RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS, OMISSIONS OR OTHER DEFICIENCIES OR DEVIATIONS LEAKAGE. REMAKE LEAKING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE A SYSTEM THAT DOES NOT EXCEED AND OTHER OPENINGS OUTSIDE THE IMMEDIATE CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SPACES NI LL BE DATE IN THE SHOP DRAWINGS FROM THE CONSTRUCTION DOCUMENTS. 5 PERCENT LEAKAGE OR LESS AS STATED BY PRESSURE CLASS RATINGS IN SMACNA STANDARDS. COVERED WITH FILTER MEDIA TO PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS FROM PASSING TO ADJOINING 1. INSTALL NEW ONLY IF EXISTING DOES NOT MEET CURRENT ADA/CABG-ANSI 04/03/13 SPACES. (AS APPLICABLE) STANDARDS, OR IS DAMAGED, NOT IN WORKING ORDER OR RDB KDH 3. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND / OR THEIR SUBCONTRACTORS TO FURNISH SHOP 5. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR REINFORCE WITH A BEAD APPROXIMATELY 3/8 INCH WIDE BY 5. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO VENTILATE CONSTRUCTION SITE AND KEEP SITE UNDER NOT EXISTING AS APPLICABLE. DRAWN BY: CHECKED BY: DRAWINGS AND SUBMITTALS ON ANY AND ALL EQUIPMENT, DUCT, DAMPERS, CONTROLS ETC. TO THE ARCHITECT FOR 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT VIBRATIONS. SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS. JOB NO. 13040 THEIR REVIEW PRIOR TO CONSTRUCTION. 2. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET 6. INSTALL RIGID ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. NO 6. CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO PROTECT ADJACENT SPACES FROM DUST, PARTICULATES, VAPORS FIXTURES, IF REQUIRED BY CODE OR NOTED ON THE DRAWINGS, UTILIZING WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND NOISE. WHERE TEMPORARY BARRIERS ARE INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXITWAYS. THE SPECIFICATION ABOVE AS A STANDARD AND MEETING CODE MEP Consulting Services AND LOCAL CODES OR BY LANDLORD. REQUIREMENTS. SPACING OF FIXTURES TO BE COORDINATED WITH THE 25760 First Street GENERAL CONTRACTOR AS WELL AS THE PLUMBING INSPECTOR'S REQUIREMENTS. Cleveland,OH 44145-2522 engineering 440-871-2410 m Dependable Guidance 440-871-7954 (FAX) SKEET NO. mP 020Mcxom n¢�u rzmaNMA srsma,xc,ru wars e PLUMBING LEGEND SYMBOL DESCRIPTION COLD WATER PIPINGr 74866PE HOT WATER PIPING r OREGON c SANITARY SEWER(ABOVE GRADE) SANITARY SEWER(BELOW GRADE) D@ FD FLOOR DRAIN I`d' o CO FLOOR CLEANOUT • O 00 _ d'd' V SANITARY VENT PIPING 'q zN� G GAS PIPING(LOW PRESSURE) N _ .� O LO SHUT-OFF VALVE IN RISER 1 2 '1' SHUT-OFF VALVE C LL_ U RISER DOWN(ELBOW) RISER UP(ELBOW) CUw 'T (0J BRANCH-TOP CONNECTION co BRANCH-BOTTOM CONNECTIONLO � Loj — Q N TEE ELBOW = -0 ON TMV THERMOSTATIC MIXING VALVE O (D € WC WATER CLOSET 0 UR URINAL LAV LAVATORY L CONNECT NEW 1" CW TO SK SINK Q 0 o EXISTING WATER METER °.0 0 DF DRINKING FOUNTAIN 0 Q 3 ® N c0'a 7� � MS MOP SINK n L O Y PC PLUMBING CONTRACTOR 0 o 0 75 GC GENERAL CONTRACTOR o N �- EC ELECTRICAL CONTRACTOR o ® v MC MECHANICAL CONTRACTOR CW R)}, (N) NEW Qca jD L _.......— _ _..............._. — .._ R _ _ _.....— .................._. ..........._..... __.........,....... _ a ° cn Cc C a) PLUMBING DEMOLITION GENERAL NOTES: o 0" 1. THE PLUMBING CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL EXISTING 0°- � — RTU EXIST. PIPING,EQUIPMENT AND FIXTURES REQUIRING DEMOLITION.THE CONTRACTOR SHALL 5 0� 7 7.5 TONS I I a 0 Q tP COORDINATE ALL DEMOLITION WORK WITH THE ARCHITECT,GENERAL CONTRACTOR, L_ F AND WITH THE OWNER. RTU EXIST. ( I ___ ____�____ __.. _._..�.._�.._.-_--- __ ___ �_.� 2. THE PLUMBING CONTRACTOR SHALL CUT EXISTING SANITARY AND WASTE PIPING 3" —— - -�—_m_ BELOW FLOOR AND PLUG WITH PERMANENT STOPPER. o , >,cn O 3. THE PLUMBING CONTRACTOR SHALL REMOVE ANY FLOOR DRAINS THAT ARE NOT U ° USED FOR NEW SPACE LAYOUT. CUT WASTE LINE TO 3"BELOW FLOOR AND PLUG -a WITH PERMANANT STOPPER. 'D . � ^N2 4. THE PLUMBING DEMOLITION WORK SHALL BE PERFORMED EXCLUSIVELY BY THE PLUMBING CONTRACTOR UNLESS OTHERWISE INDICATED. Q'- i — 5. ALL PATCHING AND SEALING OR WALLS,FLOORS,CEILINGS,ETC...TO BE DONE BY = a 0 I I GENERAL CONTRACTOR. �' RTU EXIST. � �� °-' 6. THE PLUMBING CONTRACTOR TO MAKE ALL FINAL PLUMBING CONNECTIONS TO 2 'au I 8 10 TONS I �I FIXTURES&EQUIPMENT. LL Q.�'c• Q La� L — J RTU EXIST. r — -� Q U.L 6 10 TONS I I 7. THE PLUMBING CONTRACTOR SHALL CUT AND CAP UNUSED EXISTING WATER AND a �_ 3 -- .S L----� --- VENT LINES BELOW FLOOR. '' oFr _ 8. THE PLUMBING CONTRACTOR SHALL REMOVE ALL UNUSED EXPOSED EXISTING }- CUQ CU �j WASTE,VENT,AND WATER PIPING COMPLETE. Q Q 9. PLUMBING CONTRACTOR SHALL CAP ALL UNUSED SANITARY BRANCH LINES NEAR a ° RTU c 10 7.5 TONSL — -� MAIN WITHIN 2'-0"WHERE POSSIBLE.NO DEAD END RUNS ARE ALLOWED PER CODE. (� 3 &_ _ ° 0N O L N�� U � ° NOTE:PLUMBING CONTRACTOR SHALL REFER TO DWG. o REFER TO ENLARGED PLUMBING M3.0 FOR PLUMBING SPECIFICATIONS U �� 0•CU PLAN ON DWG. P1.1 FOR THIS AREA. 0 N 4— _ ca-a (� +- ° O � Eo LO moa) (0 U U Q PLUMBING DEMISE CRITERIA: co N U WATER SERVICE: r -r- o THERE IS AN EXISTING CW METER IN THE BACK OF THE STORE THAT WILL SERVE FOR HARBOR FREIGHT TOOLS'LEASE SPACE INCLUDING SERVICE LINE,VALVES, AND BACKFLOW PREVENTER TO SERVE HARBOR FREIGHT TOOLS'LEASE SPACE. REVISIONS PLUMBING CONTRACTOR SHALL ENSURE THAT EXISTING CW SERVING HARBOR FREIGHT TOOLS'LEASE SPACE IS CONNECTED INTO WATER METER SERVING THIS SPACE. SEWER SERVICE: — ! — — — — — — — — THERE IS AN EXISTING SANITARY SEWER AND VENT PIPE IN THE AREA OF PLUMBING FIXTURE DEMOLITION.PLUMBING CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION,SIZE AND INVERT ELEVATION OF EXISTING SANITARY SEWER PRIOR TO STARTING WORK.NOTIFY ARCHITECT AND/OR ENGINEER IF A PROBLEM ARISES REGARDING THE EXISTING SANITARY SEWER. ALL ABANDONED PIPING TO w '°�' BE PROPERLY CAPPED AND SEALED OFF.ALL NEW CONCRETE PATCHING FROM TRENCHING OF EXISTING CONCRETE SLAB FLOOR SHALL BE PATCHED TO MATCH TmmmTTT EXISTING MATERIALS.PLUMBING CONTRACTOR SHALL FLUSH OUT EXISTING w SANITARY SEWER TO ENSURE PROPER FLOW. Q � I Q v r' N co 'q- to (0 ti QO m --------------_- _.- W - — _ — -- - B PLUMBING KEYNOTES: A O EXISTING GAS METER.GAS LINES RUNNING FROM METER TO ROOFTOP HVAC UNITS ARE EXISTING TO REMAIN AND ARE FULLY OPERATIONAL.THERE IS NO PLUMBING o 0 0 o � WORK ON GAS LINES ON THIS PROJECT. ENE 0Y �_ _ _ _ __�_ _. _ .. NOT APPROVED WITH THIS PERMIT PLAN DATE 04/03/13 DRAWN BY: RDB CHECKED BY: KDH JOB NO. 13040 MEP Consulting Services PLUMBINGPLAN 25760 First Street Cleveland,OH 44145-2522 SCALE: 1/8"=1'4' engineering 440-871-2410 ■ Dependable Guidance 440-871-7954 (FAX)"c. SHEET NO. MMOff SM TCW DM%M UAL seas. ut wcxrs MU n PLUMBING GENERAL NOTES: 1. EACH LENGTH OF PIPE,FITTINGS,TRAP,FIXTURE,MATERIAL,ETC.,UTILIZED IN THE PLUMBING SYSTEM SHALL BEAR THE 1/2"TEMPERED LAV `J IDENTIFICATION OF THE MANUFACTURER,AND APPLICABLE STANDARD TO WHICH IT WAS MANUFACTURED. SPOUT BRACE WATER LINE 2 74 O 866PE 2. ALL MATERIALS USED SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE STANDARDS UNDER WHICH THE MATERIALS OREGON -SPOUT WITH HOSE END / ARE ACCEPTED. ALSO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE FOLLOWED. AND PAILHOOK UNDER-THE-COUNTER 1/2" THERMOSTATIC ' METAL EDGE VACUUM BREAKER 3 WH LL 3. PIPES PASSING THROUGH CONCRETE SHALL BE PROTECTED AGAINST EXTERNAL CORROSION BY A PROTECTIVE SERVICE FAUCET WITH TEMPERING VALVE - O SHEATHING OR WRAPPING. 1 1/2" 4. PLUMBING SYSTEM SHALL BE INSTALLED SO AS TO PREVENT STRAINS AND STRESSES THAT EXCEED THE STRUCTURAL 30" O 1 O_N STRENGTH OF THE PIPE. DRAIN 12" 00 ms 5. JOINTS AT THE FLOOR,ROOF AND AROUND VENT PIPES SHALL BE MADE WATER TIGHT. ` : THERMOSTATIC TEMPERING - C ON 6. HANGERS,ANCHORS AND SUPPORTS SHALL SUPPORT THE PIPING AND THE CONTENT OF THE PIPING. HANGERS AND VALVE (TTV) DETAIL = �, 0 STRAPPING MATERIALS SHALL BE OF APPROVED MATERIALS THAT WILL NOT PROMOTE GALVANIC ACTION, PIPE SHALL BE NO SCALE "e®� ®� o-®®®®®'-o I 1 -OGG _ SUPPORTED AS FOLLOWS: _ - MS - ___ - p�U 0i 3"DIA.P-TRAP 4 i a � Co 46 CAST IRON PIPE MAXIMUM HORIZONTAL F-0" TEMPERING VALVE SERVING LAVATORY IN TOILET ROOMST _ _ �... LL_ N COPPER PIPE MAXIMUM HORIZONTAL 12'-0" SHALL BE WATTS SERIES MMV WITH A MINIMUM FLOW OF.5 GPM I -_ .40 COPPER TUBING 1-1/4"AND LESS MAXIMUM HORIZONTAL 6'-0" AND 2 GPM @ 10 PSI PRESSURE DIFFERENTIAL.NOTE: I I - U J L COPPER TUBING 1-1/2"AND LARGER MAXIMUM HORIZONTAL 10'-0° MOP SINK DETAIL TEMPERING VALVE SHALL BE LISTED TO ASSE 1070 STANDARD. I I CU a) M-� 7. RIGID SUPPORT SWAY BRACING SHALL BE PROVIDED AT CHANGES IN DIRECTION OVER 45°FOR PIPE SIZE 4"AND ABOVE. NO SCALE I 6 C:LO 4N� 8. PLUMBING CONTRACTOR SHALL MAKE THE APPLICABLE TESTS. PLUMBING CONTRACTOR TO GIVE REASONABLE ADVANCE PLUMBING PLAN TAG NOTES: �' S SK 5 = Q N NOTICE TO THE CITY WHEN THE PLUMBING WORK IS READY FOR TESTS. THE FOLLOWING TESTS ARE REQUIRED. /Y\ - - DRAINAGE&VENT WATER TEST: MINIMUM 10 FEET OF HEAD AND KEPT IN FOR AT LEAST 1 DAD NEW 4"WASTE INTO EXISTING SANITARY SEWER SERVING DEMOLISHED 4 = 0 �O O EXTEND N CONNECT N I - L cO 15 MINUTES BEFORE INSPECTION STARTS PLUMBING FIXTURES.FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING SANITARY SEWER DRAINAGE&VENT AIR TEST: MINIMUM 5 PSI FOR AT LEAST 15 MINUTES PRIOR TO STARTING WORK. ® DRAINAGE&VENT FINAL TEST: SHALL BE VISUAL&IN SUFFICIENT DETAIL TO ,1� -- 11 n n n n n C7 n O DETERMINE COMPLIANCE PLUMBING FIXTURES SPECIFICATION 2 EXTEND AND CONNECT NEW 1"CW LINE TO EXISTING CW WATER METER.FIELD VERIFY EXACT Q �. O O WATER DISTRIBUTION SYSTEM: MINIMUM 100 PSI WATER PRESSURE T TING WORK. SEE DRAWING P1.0 LAV LAV WATER HEATER(WH)-RHEEM POINT-OF-USE MODEL EGSP20,20 GALLON STORAGE SIZE AND LOCATION OF EXISTING CW METER PRIOR 0 STAR CAPACITY WITH 1,500 WATT HEATING ELEMENT,120V,1 PHASE WITH GALVANIZED DRIP FOR CONTINUATION. LAV I LAV - 9. THE SUPPLY LINES AND FITTINGS FOR EVERY FIXTURE SHALL BE INSTALLED TO PREVENT BACKFLOW. PAN.RUN DRAIN LINE TO MOP SINK. O3 ROUTE 3/4"CW AND HW DOWN TO WH.SEE DETAIL ON THIS SHEET FOR ADDITIONAL we I I We 1/2u 3/4" WC ' We 1/211 10. THE FIXTURES SHALL BESET LEVEL AND IN PROPER ALIGNMENT. WATER CLOSET(WC)-AMERICAN STANDARD"CADET 3 FLOWISE"MODEL 2835.125 INFORMATION. 3 I O ° FD I FD FLOOR MOUNTED,ELONGATED,LOW CONSUMPTION (1.28 GPF),AND 16-1/2"RIM - Q 0 o 11. CONNECTIONS BETWEEN THE DRAIN AND FLOOR OUTLET PLUMBING FIXTURE SHALL BE MADE WITH A FLOOR FLANGE. HEIGHT.SEAT:"LAUREL"NO.5311.012.PROVIDE COMPLETE WITH CHROME SUPPLY O ROUTE 112"CW AND HW DOWN THROUGH WALL AND CONNECT TO LAV. I 7 O ai 9 3 WITH LOOSE KEY STOP.NOTE:MOUNT FLUSH LEVER OPPOSITE SIDE OF WALL. °.N 12. FLOOR DRAIN SHALL CONFORM TO ASME A112.6.3 OR ASME A112.3.1. 50 ROUTE 112"CW DOWN THROUGH WALL AND CONNECT TO WC. - m FLOOR DRAIN(FD):J.R.SMITH 2005 GENERAL SERVICE FLOOR DRAIN,CAST IRON BODY Q o 13. WATER HEATER RELIEF VALVE SHALL CONFORM TO ANSI 221.22. WITH FLASHING COLLAR,ADJUSTABLE STRAINER,TRAP PRIMER CONNECTION,VANDAL ROUTE 112"CW AND HW DOWN THROUGH WALL AND CONNECT TO SK. [Ell [Ell FC� °o PROOF SCREWS AND SQUARE TOP STRAINER. " cc 14. WATER HEATER DRAIN VALVE SHALL CONFORM TO ASSE 1005. 70 ROUTE 1/2"CW DOWN THROUGH WALL AND CONNECT TO DF. DF DF P o a L LAVATORY(LAV)-"LUCERNE"MODEL 0355.12 WALL HUNG BARRIER-FREE LAVATORY.FAUCET: o 15. AFTER CONSTRUCTION THE INDIVIDUAL WATER SUPPLY SYSTEM SHALL BE PURGED OF DELETERIOUS MATTER AND AMERICAN STANDARD MODEL 1340.225 METERING FAUCET WITH WATER-CONSERVING ROUTE 3/4"CW AND HW DOWN THROUGH WALL AND CONNECT TO MS. vO 00 DISINFECTED. PRESSURE COMPENSATING 1.5 GPM VANDAL-RESISTANT AERATOR WHICH IS FACTORY +' SET TO MAINTAIN FLOW BELOW THE MAXIMUM 0.25 GALLONS PER CYCLE,PROVIDE EXTEND AND CONNECT NEW 3"VENT INTO EXISTING VENT SERVING DEMOLISHED PLUMBING - -- -- -- F -- - - -- - o 16. WATER-HAMMER ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATION AND ASSE COMPLETE WITH GRID STRAINER,FOOTED WALL CHAIR CARRIER SUPPORT,CHROME FIXTURES. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING SANITARY SEWER PRIOR TO 0 �Q 1010. TRAP WITH CLEANOUT AND CHROME SUPPLIED WITH LOOSE KEY STOPS.INSULATE STARTING WORK. N WASTE AND WATER LINES WITH TRUEBRO"LAV GUARD 2"INSULATION KIT WITH WHITE c ° 0 17. COPPER OR COPPER-ALLOY TUBING(TYPE K,L&M)SHALL MEET ASTM B75,ASTM B88,ASTM B251,ASTM 8447. WATER c ° PIPING TO CONFORM TO NSF61 AND SHALL HAVE A MINIMUM PRESSURE RATING OF 100 PSI. THE JOINING OF SUPPLY PIPING FINISH TO CONFORM TO ADA REQUIREMENTS.MOUNT AT ELEVATION AS INDICATED ON o 0 TO BE MADE WITH LEAD-FREE(LESS THAN.2 PERCENT)SOLDER AND FLUXES. THE ARCHITECTURAL DRAWINGS. 2 ami � aa� QU) MOP SINK(MS)-"FIAT"MODEL MSB-2424 MOLDED STONE MOP SERVICE BASIN AND ,�, f ,4 �-0 o 18. SANITARY DRAINAGE SYSTEM SHALL HAVE MINIMUM 1/8"PER FOOT SLOPE.FOR PIPING 3"TO 4"&1/4"PER FOOT SLOPE FOR24"x24".TO BE COMPLETE WITH VINYL BUMPER GUARD MODEL E-77-AA,HOSE AND o 2-112"PIPE&LESS. HOSE BRACKET MODEL 832-AA,WALL GUARD MSG-2424,DOME STAINLESS STEEL DRAIN 2 °(D_ E WITH SEDIMENT BUCKET AND WALL SERVICE FAUCET MODEL 830-AA WITH VACUUM i-c F 19. MECHANICAL JOINTS COUPLINGS FOR HUBLESS PIPE AND FITTINGS SHALL COMPLY WITH CISPI 310 OR ASTM C1277. THE BREAKER,AND WALL BRACE. w N ELASTOMERIC SEALING SLEEVE SHALL CONFORM TO ASTM C564. °; BREAKROOM SINK(SK):JUST NO.SL-ADA-2019-A-GR,18 GAUGE TYPE 304 ADA COMPLIANT o 20. CLEANOUTS PLUGS TO BE BRASS. HORIZONTAL DRAINS SHALL HAVE CLEANOUTS AT 50 FEET ON CENTERS,AT EACH SINGLE BOWL SELF-RIMMING STAINLESS STEEL SINK,20"x`19"4-11/2"DEEP SINK.FIXTURE ENLARGED SANITARY PLAN ENLARGED WATER PLAN CHANGE(45 DEGREE)IN DIRECTION AND AT EACH BASE OF STACK. CLEANOUTS TO HAVE A MINIMUM CLEARANCE OF 18" WITH FAUCET LEDGE.SET IN BED OF PUTTY.FAUCET:JUST NO.J-902 SINGLE LEVER DECK 0 a0 L FOR RODDING. MOUNTED FAUCET WITH SPRAYER,AND 2.2 GPM AERATOR.DRAIN:JUST NO.J-ADA-35FS ADA - - .° o COMPLIANT STAINLESS STEEL DRAIN WITH REMOVABLE STRAINER WITH 1-1/21,17 GAUGE SCALE: 1/4 -1-0 SCALE: 1/4 -1-0 ,0 E a� 21. VENT PIPES SHALL EXTEND THROUGH THE ROOF AND TERMINATE AT LEAST 6 INCHES ABOVE THE ROOF. VENT PIPE OFFSET TAILPIECE, McN0.8912-C-F 1-1/2"17 GAUGE TUBULAR CHROME PLATED BRASS N 'o THROUGH ROOF TO BE MADE WATER TIGHT. ADJUSTABLE P-TRAP WITH BRASS CLEANOUT AND ESCUTCHEON. Q DRINKING FOUNTAIN(DF)-ELKAY MODEL EZSTLDDC TWO-LEVEL BARRIER-FREE WALL Q :. 22. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE,THE PLUMBING CONTRACTOR SHALL INCLUDE ALL NEEDED OFFSETS, MOUNTED DRINKING FOUNTAIN WITH FLEXI-GUARD SAFETY BUBBLER AND FRONT AND CHANGES IN DIRECTION,ETC.NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS. SIDE PUSH BUTTONS. C 4 23. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT OR MATERIAL IS TO BE `� Q 0 WALL CLEANOUT(WCO)WITH ACCESS COVER:JOSAM SERIES 58710-15. o ° ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS,CLEARANCES,POTENTIAL CONFLICTS = ° o WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB. °'" 24. PERFORM ALL WORK IN ACCORDANCE WITH THE,RULES®ULATIONS OF THE APPROPRIATE STATE AND LOCAL BUILDING /// \ ¢ 3 c CODES AND SUBTITLES. 20 '� o 25. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE AWARDING OF THE / 22•a' CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING AND INTENT OF THE DRAWINGS SHALL BE Q FINAL. V co 10#0 0 26. TENANT'S CONTRACTOR IS TO VERIFY POINTS OF CONNECTION OF ALL VENT,SEWER AND WATER LINES WITH LANDLORD SHUT-OFF VALVEs- BEFORE PROCEEDING WITH WORK. VACUUM RELIEF VALVE 6"ABOVE WATER (TYPICAL) 1 �i // 1 // 1 �, HEATER. WATTS#289 OR EQUAL O / �_ � - ° 27. INSTALL SHUT OFF VALVES AT ALL PLUMBING FIXTURES. " // /4, 2 I 2p (� °' o 3r4 / / 11 28. INSTALL HAMMER ARRESTORS AT ALL PLUMBING FIXTURES. ,/ \ /�.01 2 I - w° _ " 3/4" QD CHECK VALVE v S� 1 I I LAV Q � o 29, ALL EXPOSED PIPING ABOVE TENANTS CEILING SHALL BE INSULATED WITH A MINIMUM OF 1/2 GLASS GIBER WITH I /v i ` I 112 i 3.N NON-COMBUSTIBLE UL RATED VAPOR BARRIER JACKET PER CODE. -� EXPANSION TANK AMTROL "THERM-X-TROL"MODEL ST-5,2.0 GAL I /104) I 00 30. TENANTS CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL WITHIN THE LANDLORDS TENANT CRITERIA MANUAL 3r4"HOT WATER OUTLET 3r4"CONNECTION i / I I �i WCO E o INCLUDING MALL MANAGEMENT'S RULES AND REGULATIONS. GENERAL NOTES: WCO / I 2 (� - 31. THE MOUNTING HEIGHTS OF ALL ACCESSORY ITEMS AND HARDWARE SHALL COMPLY WITH NBHA"RECOMMENDED DIELECTRIC TYPE I I I I 1. DRAIN VALVE SHALL CONFORM TO ASSE 1005. MS I ' / ' I I '` 3 N cin c0i I LOCATIONS FOR BUILDERS HARDWARE AND/OR THE LATEST REQUIREMENTS OF THE A.D.A.REGULATIONS,OR CABO/ANSI UNION(rYP.) 1 I 3 ,�,�12 I I SK I I 2 FD �- -,a STANDARDS WHICHEVER APPLICATION IS MORE STRINGENT FOR ITS USE. 2.THE VACUUM RELIEF VALVE SHALL COMPLY WITH ANSI Z21.22. I I I o W� FULL SIZE TEMPERATURE-BOILERURE I I I � 32. TENANT CONTRACTOR IS TO HAVE ALL WEATHERPROOFING OF ROOF PENETRATIONS DONE BY LANDLORD'S APPROVED RELIEF VALVE DRAIN PER LOCAL 3. THE TEMPERATURE AND PRESSURE VALVE SHALL BE SELF ROOFING CONTRACTOR. CODE&LANDLORD'S CRITERIA. 314" CLOSING(LEVERED)CONFORMING TO ANSI Z21.22. I2 -2 3 4. INSTALL HEAT TRAP ON HOT WATER OUTLET PIPING NEARI I I n I REVISION S 33. PLUMBING CONTRACTOR TO INSULATE ANY EXISTING EXPOSED OR RE-INSULATE ANY DAMAGED,MISSING PIPE INSULATION WATER HEATER.TRAP TO BE MINIMUM OF 18"DEEP CENTER I I 3 2 DRAIN LINE PIPE FULL SIZE DOWN TO CENTER. I I WC DF WITH NEW PIPE INSULATION. -AND SAFEWASTE INTO NEAREST LAV INDIRECT WASTE RECEPTOR OR 5. WATER HEATER SHALL BE SUPPORTED TO STRUCTURE 34. PLUMBING CONTRACTOR SHALL SNAKE ALL EXISTING SANITARY SEWERS A MINIMUM OF 100 FEET. ANY EXTERIOR TRUCK APPROVED DRAIN W/2"AIR GAP. USING SEISMIC STRAPS OF APPROVED MATERIAL OR 2"x 18 2tl FD NO DOCK DRAINS SHALL BE SNAKED A MINIMUM OF 100 FEET. GA.STRAP WITH 3/8"DIA.x 3"LAG BOLTS/SCREWS. PlIx - 3/4"COLD WATER INLET 3 35. PLUMBING CONTRACTOR SHALL VIDEO SANITARY AND STORM LINES DURING FIRST WEEK OF CONSTRUCTION AND 314"THREAED OUTLET NO CORRECT ANY ISSUES.PLUMBING CONTRACTOR TO UPLOAD VIDEO TO PROTRACK AND PROVIDE ON CD IN CLOSEOUT 1"MIN,DIA.DRAIN PER LOCAL CODE& PACKAGE. LANDLORD'S CRITERIA,TO NEAREST INDIRECT PROVIDE A WATER TIGHT,GALVANIZED STEEL PAN, w WASTE RECEPTOR OR APPROVED DRAIN. MIN.2"DEEP x 24 GA.,BELOW HOT WATER HEATER (FURNISHED AND INSTALLED BY PLUMBER) DRAIN VALVE SANITARY AND VENT RISER DIAGRAM Q WATER HEATER DETAIL SCALE:NONE NO SCALE N M d' U-) (0 ti w a� FIXTURE CONNECTION SCHDULE REFERENCE ONLY PLUMBING TAG DESCRIPTION CW(IN.) HW(IN.) WASTE(IN.) VENT(IN.) NOT APPROVED WITH THIS-PERMIT DETAILS WC WATER CLOSET 1/2 - 4 2 FD FLOOR DRAIN - - 2 1-112 DATE 04/03/13 LAV LAVATORY 112 112(105°F) 1-1/2 1-1/2 DRAWN BY: RDB CHECKED BY: KDH JOB NO. 13040 DF DRINKING FOUNTAIN 112 - 1-1/2 1-1/2 MEP Consulting Services SK SINK 112 1/2 1-1/2 1-1/2 � 25760 First Street MS MOP SINK 314 314 3 1-1/2 Cleveland,OH 44145-2522 engineering 440-871-2410 ANN Dependable Guidance 440-871-7954 (FAX) SHEET NO. CWffl"f 020CTWUk EN✓"%Dffk MM K,"L 16NM ROUNED FIRE PROTECTION NOTES: 1. THIS DRAWING IS FOR REFERENCES PURPOSE ONLY. THE FIRE SPRINKLER CONTRACTOR SHALL BE r RESPONSIBLE FOR THE FULL DESIGN OF THE SPRINKLER SYSTEM AND ITS CONFORMANCE TO NFPA 13 AND 74866PE ANY LOCAL CODE REQUIREMENTS.THE FIRE PROTECTION CONTRACTOR SHALL INCLUDE ALL NEEDED r OREGON co OFFSETS,CHANGES IN DIRECTION,TRANSITIONS,ETC.NEEDED FOR COMPLETE AND OPERATIONAL SYSTEMS. �y BRANCH FIRE LINE 2. THE CONTRACTOR WILL VISIT THE SITE AND BE FAMILIAR WITH SITE CONDITIONS. NO EQUIPMENT OR mx` MATERIAL IS TO BE ORDERED OR FABRICATED PRIOR TO FIELD VERIFICATION OF ALL MEASUREMENTS, CLEARANCES,POTENTIAL CONFLICTS WITH EXISTING CONDITIONS OR THAT OF OTHER TRADES ON THE JOB. 3. PERFORM ALL WORK IN ACCORDANCE WITH THE,RULES®ULATIONS OF THE APPROPRIATE STATE AND o N LOCAL BUILDING CODES AND SUBTITLES. _ d dam' 1"DROP NIPPLE U 4. QUESTIONS REGARDING THESE DRAWINGS SHALL BE ADDRESSED TO THE ENGINEER PRIOR TO THE p N 1 2 3 AWARDING OF THE CONTRACT. OTHERWISE THE ENGINEER'S INTERPRETATION OF THE MEANING AND INTENT = OF THE DRAWINGS SHALL BE FINAL. _ 0(10 —_ �► �N U I 5. SPRINKLER CONTRACTOR SHALL REVIEW ARCHITECTURAL DRAWINGS FOR CEILING TYPES,HEIGHTS,COLOR, ELEVATIONS,SOFFITS,DISPLAY WINDOWS,ETC. M-6 U REDUCER _ _ � �U- ................ l..........."....".. ........._...._..............__._...._....__... 6. SPRINKLER CONTRACTOR SHALL ENSURE THAT EXISTING FIRE PROTECTION SYSTEM IS IN PROPER WORKING = _ C t SUSPENDEDIGYPBOARD CEILING ORDER INCLUDING BUT NOT LIMITED TO BACKFLOW PREVENTERS,FLOW AND TAMPER SWITCHES,ETC...AND MEETS NFPA-13 AND LOCAL FIRE DEPARTMENT REQUIREMENTS. W d' to CU a)cM 0 :3 T- 7. FIRE PROTECTION SHOP DRAWINGS MUST BE SUBMITTED FOR DEPARTMENT REVIEW AND APPROVAL AT LEAST tQ C TWO WEEKS BEFORE THE PROJECTED INSTALLATION DATE. > I I = QN Ln SALES SPRINKLER HEAD 8. FAILURE TO OBTAIN APPROVAL OF THESE DRAWINGS BEFORE INSTALLATION COULD RESULT NOT ONLY IN = }' REPLENISHMENT DELAY OF THE FINAL INSPECTION AND ISSUANCE OF AN OCCUPANCY PERMIT,BUT ALSO IN REMOVAL AND _ U O 104 PENDANT SPRINKLER HEAD DETAIL RECONSTRUCTION OF INSTALLATIONS WHICH FAIL TO MEET LOCAL AND NFPA REQUIREMENTS. 0 041 o1 NO SCALE 9. SPRINKLER CONTRACTOR SHALL SUBMIT WORKING FIRE PROTECTION PLANS,HYDRAULIC CALCULATIONS, — C ETC...TO THE FIRE DEPARTMENT FOR SEPARATE PLAN CHECK. 0 10. SPRINKLER CONTRACTOR TO MODIFY ALL SPRINKLER COMPONENTS AS REQUIRED TO ACCOMMODATE CEILING HEIGHTS SHOWN ON PLANS. 11. DUCTWORK AND PIPING TO BE SUPPORTED PER SMACNA SEISMIC RESTRAINT MANUAL AND ALSO THE FEDERAL ° SPRINKLER HEAD Q EMERGENCY MANAGEMENT AGENCY"INSTALLING SEISMIC RESTRAINTS FOR DUCT AND PIPE"AND PERo.�?0 o CALIFORNIA BUILDING CODE. Q ® o�c "MaiQ �— REDUCER >,o ° o o FIRE PROTECTION KEY NOTES: -0 L- Co 1"DROP NIPPLE � RT " W" -�-' SPRINKLER CONTRACTOR SHALL MODIFY/ADD SPRINKLERS AND PIPING TO o _ .._. __ _... - -- --- -- ------------ - Y R ON BRANCH FIRE LINE O EXISTING FIRE PROTECTION SYSTEM IN OPEN CEILING SPACE TO ACCOMMODATE � o 0 1 6 0 L NEW LIGHTS AND CEILING REMOVAL.SPRINKLERS SHALL BE UPRIGHT TYPE. L _ to m— 2 SPRINKLER CONTRACTOR SHALL MODIFY/ADD SPRINKLERS AND PIPING TO o 5 O oro EXISTING FIRE PROTECTION SYSTEM IN SALES TO ACCOMMODATE NEW LIGHTS. 0 O SPRINKLERS SHALL BE PENDENT TYPE. •a N 4 4 CL OSPRINKLER CONTRACTOR SHALL MODIFY/ADD SPRINKLERS AND PIPING TO ° I UPRIGHT SPRINKLER HEAD DETAIL EXISTING FIRE PROTECTION SYSTEM IN THIS AREA TO ACCOMMODATE NEW mm ` _ __ _....___._ LIGHTS,CEILING AND WALLS.SPRINKLERS SHALL BE PENDENT TYPE. �' E"- 107 I NO SCALE R�N ___ _ _ _ _ _ _ _. _ _.___.._.____._.._.._ __ ___._....._._._........__............._. __.. m............ ..... _ _ F �, NQ1 4 SPRINKLER CONTRACTOR SHALL MODIFY/ADD SPRINKLERS AND PIPING TO MENS O � U EXISTING FIRE PROTECTION SYSTEM IN EXISTING TOILET ROOM AREAS TO o � os € ACCOMMODATE NEW CEILINGS,LIGHTS AND WALLS.SPRINKLERS SHALL BE 0- o 2 PENDENT TYPE. =o N i N ^.Nt FIRE PROTECTION LEGEND o 0 C ALS RA 2 I Q� :. � _ '�..%' SYMBOL DESCRIPTION �tri � c �. -- _ _ __ CEILING DIFFUSER U ?. N N t2 to — O O .t= U O RETURN GRILLE ¢i —FT •0 aNi L. CL ...... � ...._........ ..... "."....".........._, ..,........_.._.........__ __. ..._.....W..._". ".".,.........."". ...................W.W. ...._ Q I Q wfa.ami Q - � tn � `=' NOTE: _ GENERAL CONTRACTOR SHALL VERIFY SPRINKLER SYSTEM MONITORING, (_� mm CERTIFICATION STATUS AND PREFERRED VENDOR REQUIREMENTS WITH = o o 1 1 14-1 L-- LANDLORD AND HFT PROJECT MANAGER PRIOR TO SUBMITTING BID. V o 31 -0ca LL o Z C °U E ca I C Q C. L NOTE: 0- B SPRINKLER CONTRACTOR SHALL ENSURE THAT EXISTING FIRE PROTECTION — i SYSTEM IS IN PROPER WORKING ORDER INCLUDING BUT NOT LIMITED TO o° CASH MANAGER 1 A ' BACKFLOW PREVENTION,FLOW AND TAMPER SWITCHES,ALARMS,ETC... °' o ROOM OFFICE LO E o r- 103 102 ' ° ° AND MEETS NFPA-13 AND LOCAL FIRE DEPARTMENT REQUIREMENTS. O I c0 �_0�. El El El © PROVIDE 5 YEAR SYSTEM CERTIFICATION AT ROUGH INSPECTION. co 0 0 W: : WW: �w _�... .W........ V to U N L ........_._..._............................. .........................................................._..........._........_........................................... "........ .... ..,..............,....,......... .......... .,..............,............................. ....................................._.........................................................................................................,....,..,....,.............................".._........".._,..."._.,._.... ."..._.."....... .. ... .................. REVISIONS a FIRE PROTECTION PLAN— SCALE: "_V-0" 0 CO t` oo m r REFERENCE ONLY FIRE NOT APPROVED WITH THIS PERMIT PROTECTION PLAN DATE 04/03/13 DRAWN BY: SM CHECKED BY: KDH JOB NO. 13040 OU� MEP Consulting Services 25760 First Street Cleveland,OH 44145-2522 engineering 440-871-2410 ■ Dependable Guidance 440-871-7954 (FAX) SHEET NO. mrewr o wos xmu,crmeor�xrK soros,nc,xi nKans s�mm � __ . ___-1_.___ - I _ _ ___ ----------_____1 - __ ____ ______ - __ - _ _ __ _ _ ____ ------------- -,- _____ ____-, ___ - __ - - __ -------- - __ ____ - ----'-- ___ ____ __ __ ______ -.---- ___ - - --- _ --- - _ - -- --- - -- ---_.._ _ __ __-, --- -1 - - __ - _.________.___ - ..- __ 1. _________ _ ___ . -1 - - __ _ __ 14�, 11 ____ ____ __ ___ ELECTRICAL SPECIFICATIONS A: DESCRIPTION OF WORK F: FITTINGS FOR CONDUIT viii.Provide supports for all lighting fixtures as detailed on the Drawings,as specified,or as required by 5.Panelboard and Transformer Installation �I / the fixture specified. Fixtures installed in unfinished areas(areas including but not necessarily limited 1.The electrical contractor shall provide all labor,material,equipment,and tools necessary for demolition and removal of existing and the 1.Couplings and connectors for EMT: Die cast zinc,steel,or aluminum compression type. Set screw type will to warehouses,factory areas,manufacturing areas,office spaces without lay-in ceilings,and spaces i. Mount panelboards at uniform height throughout the building,and such that the top switch is not more 748 6P complete installation of the new electrical work,ready to use,as shown on the drawings or specified herein. Work shall include,but not be also be permitted. Approved manufacturers,Thomas&Betts,Steel City,0-Z Gedney. above lay-in ceilings)shall not be fastened directly to the structure. In these cases,unistrut type than 79 inches above floor when measured to the center of the switch handle. r OREGON co limited to the following: 2.Fittings for rigid plastic conduit: Polyvinyl chloride,joints solvent welded in field,providing continuity of channel along with the appropriate fasteners and clips shall be used to support the fixtures. Refer to 9 9 Y� YI 1 ty ii.Install handle guards on all breakers for night lighting,emergency,and similar circuits when indicated. "y� �y 1 L Furnish and install new conduit and wire. mechanical strength and water tightness. Fittings and cement shall be produced by the same manufacturer the drawings for specific support requirements in addition to those noted here. as the conduit. iii.Each panelboard shall be identified with a legend plate of lamicoid plastic inside the door for �C` ii.Furnish and install all fuses,circuit breakers etc. ix.Fixtures shall not hang directly from conduit boxes unless the boxes have been specifically designed panelboards in finished areas and on the outside of panelboards in unfinished areas with the panel iii.Furnish and install new lighting fixtures&wiring devices. 3.Fittings for rigid conduit: Cast or malleable iron bodies,zinc or cadmium plated,with full threaded hubs, for such purposes. These boxes shall be supported independent of the conduit system and shall not designation as shown on the drawings. screw covers and gaskets when located in areas requiring gaskets. Approved manufacturers: Crouse-Hinds, rely upon the conduit for support. Lay-in troffers in suspended ceilings and surface type fixtures mounted to suspended ceilings shall be x Appleton.Pyle National, pp . . iv.Install not less than two spare 1-1/4 inch conduits from each flush mounted panel to an accessible area 2. The exact location of all items shown on the electrical drawings is dependent upon field conditions. Review the plans and specifications for all Pyabove the ceiling. [*--d- arts and consult with other trades of this project for pertinent data on sizes,locations,wiring,etc.,as required for a complete electrical 4.Couplings and connectors for flexible steel conduit: Malleable iron or steel,zinc or cadmium plated and secured mechanically by screws,rivets,clips,etc.as per Section 410-36(B),NEC. Additionally,lay- O N P P j p 9 q pP v.When branch circuits are not scheduled on the drawing,they shall be arranged to balance the phase � installation. shall fasten to the conduit b a clamping action around the periphery. Connectors for"liquid-tight"flexible in fixtures shall also be supported by two independent support wires running from diagonally opposite _ 00 Y P 9 P P ry• loads on each panelboard and the loads shall be equally distributed on each of the phases of the d'd' conduit shall be approved for the purpose and maintain the liquid-fight feature of the installation. Approved corners of the fixture to the overhead structure. Surface mount fixtures shall be additionally supported PP P Ppp by means of at least two clips for each fixture which surround the T-bar and are tied to the overhead panelboard. �� 3.The electrical contractor shall not attach to,cover up,or finish against any defective work,or install in a manner which will prevent proper manufacturers: Thomas&Betts,Steel City,0-Z Gedney. N Y structure with a separate wire. The surface fixtures shall be secured to these clips. vi.Mount panelboard,safe switches,and similar equipment secure) to walls or steel supports. ZO LO installation of the work of other trades. P safetyY pP 5.Bushings: Grounding type,with insulating plastic insert;malleable iron,zinc or cadmium plated,for steel Equipment mounted on the building perimeter foundation walls shall be shimmed at least 1/4 inch = conduit and aluminum alloy for aluminum conduit. Install grounding a bushings as required in the A.Plaster frames shall be furnished for each recessed fixture installed in plaster ceilings and walls. - 0 C4 4.The electrical contractor shall warrant all work&material indicated on these electrical drawings for a period of 1 year from the date of final Y 9 g tyP g q from the wall to permit back ventilation. =fixtures shall Wherever the mounting surface slopes Chains or cords will not be accepted. , 0'---'O „T- grounding section of this specification. xii.Pendant mounted fixtures shall utilize pipe stems to mount fixtures at elevations as noted on the - � -0 N U acceptance.Warranty shall include any additional labor or material required to repair or replace defective item. vii. Provide supports for truss mounted and wall mounted transformers.All transformers which are - O`-�O 6.Fittings for conduits:All conduit runs at building expansion joints shall be provided with 0-Z type expansion fittings.Sizes shall be as dictated by the drawings. mounted above panelboards shall be mounted away from the wall by an amount equal to the depth of O X C6be provided with universal type fixture hangers to allow the fixture to hang plumb. M 4-0conduitsize.A bonding jumper shall be securely connected to each conduit.Exterior exposed runs of PVC conduit shall be provided with expansion the panelboard.The width of the panelboard shall also be maintained clear behind the transformer. - �L L U B: CODES,PERMITS AND FEES fittings at intervals not exceeding manufaturers recommendations. xiii.Fixtures shall be installed with due regard for beams,piping,ductwork,and other mechanical or _ F� � �_ 9 9 viii. Approved Manufacturers for Power Distribution Equipment: 7.Outlet,Pull,Terminal and Junction Boxes in Classified Hazardous Areas: Cast boxes shall be copper-free plumbing equipment. - cu � 1.All work included by the drawings and specifications,together with all material(or equipment)furnished,shall comply with the latest published (Hazardous) PP General Electric Company Siemens _ J i codes and standards listed insofar as such shall apply.All electrical items shall be UL labeled&listed. aluminum with integral hubs or box wall thickness sufficient for a minimum of five full tapered threads. xiv.Incandescent fixtures shall be thermal) rated,protected and marked for their application especially in Cutler Hammer/Westin house Cleveland Switchboard Co. Covers shall be screw-on bolt-on through 12"x 12"boxes and hinged removable bolt-on covers for larger Y PP P Y g W 'T (U recessed mounting,to protect against over-temperature and combustion. The installation shall comply Square D 0 boxes. Boxes other than outlet boxes shall be equipped with a breather drain and equipment grounding lug with Section 410-65 thru 410-72 the NEC. �T-(U 2.The contractor shall secure all permits and pay all fees that are required by the applicable local and state codes. and all boxes shall be,as applicable,for installation in the particular classified(hazardous)areas which are L: RACEWAY AND GENERAL GROUNDING FC:LO designated on the drawings. Approved Manufactures: Crouse-Hinds,Pyle-National,Appleton,Adalet, xv.Branch circuit conductors shall be run in fluorescent fixture wiring channels only as permitted by the X (DIt'_ 3. Perform all work in accordance with the latest edition of applicable codes including,but not necessarily limited to those listed below: 0-Z Gedney,or Killark. N.E.C. The Contractor shall be responsible for providing all necessary boxes and conduit for an 1.The entire power,lighting system as well as building structure,mechanical&plumbing systems,fences& - >N approved installation. simalar metal objects shall be permanently and effectively grounded in accordance with the - Q LO 8.Conduit Fittings in Classified(Hazardous)Areas:Conduit seals and/or drain seals shall be installed in strict minimum requirements of the National Electrical Code,or as specified herein,whichever is the more - O i. The National Electrical Code-sometimes referred to herein as accordance with the NEC in classified(Hazardous)areas designated on the drawings,with special attention xvi.Where a modular wiring system is installed,all ceiling mounted recessed fluorescent lighting fixtures stringent. - U .-%CO 'r- the"NEC"-(NFPA-70). to the following: shall be furnished with suitable receptacles to match the modular wiring system furnished and installed 0 2.Ground conductors shall be stranded,annealed copper with green insulation(insulation material as � ii. National Electrical Safety Code(ANSI-C2). by this Contractor. Each fixture shall be equipped to permit either single or multiple fixture circuit i. Entering or enclosures containing arcing or high temperature devices. specified for general building use). 0� iii. All applicable state and local codes. wiring as is appropriate for the fixture type. - O N ii. Two-inch conduit and larger entering any enclosure. r- O iv. Applicable provisions of the Occupational Safety and Health Act. 3.The entire power and lighting system shall be permanently and effectively grounded including panels, ti iii. Passing from Division 1 to Division 2,from Division 2 to non-classified areas,with or without a barrier. xvii.When fixtures are installed in a fire proof ceiling,the fixture shall be U.L.listed to maintain the iv. Multi-conductor and shielded cables. fire proof rating or the fixture shall be fire proofed by the electrical contractor using a U.L. starter enclosures,motor frames,and other exposed,non-current carrying parts of the electrical equipment. �-C C: SHOP DRAWINGS accepted standard.see architectual drawings for ceiling ratings. The equipment ground conductor shall be separate from the neutral conductor and shall not be used as a G: ELECTRICAL SUPPORTING DEVICES load current carrying conductor. 1.The electrical contractor shall furnish shop drawings for approval by the engineer before starting the work xviii.At the time of final inspection all fixtures and equipment shall be complete with all required glassware 1.Supports shall be suitable for the device or equipment to be mounted. All supports shall present a neat 4.Any item covered by the preceding paragraph which is within six feet of grounded metal and not directly and/or reflectors,clean and free of defects. Any glass-ware,or reflectors,etc.,which have defects 2.The following is a list of items to be submitted: appearance,and shall be installed in such a way that they do not detract from the appearance of the space. hreplaced interconnected with the grounded metal shall have a flexible bare copper cable connection not smaller than o shall be repaceat the Contractor's expense before final acceptance. -6 � L All motor starters,motor control centers,and related components. Supports shall have adequate strength and shall be installed so as to properly support the device or #6 AWG to the grounding system. � QQ 4) 0 equipment mounted on them. xix.All lamps shall be in working order at the time of final acceptance of the work b the Owner and ii. All disconnect switches,panelboards,and related components. P gY 5.Where building type conductors are installed in a raceway,a green equipment grounding conductor shall be 0 Q ° :!-- iii, All lighting fixtures Architect/Engineer. This Contractor shall replace all defective lamps with new lamps until the work is included in each raceway system. 0 a-3 g g 2.Electrical supports shall be attached to the structure by one of the following methods: Y Y cn cn'a iv. All wiring devices finally accepted. 0 :3!E a v. All life sa system products i. Wood-wood screws. 6.Lighting fixtures permanently connected to the conduit system shall be grounded by means of a grounding ID L +' M ftY Y P xx.Low voltage lighting transformers should be protected by fuses. Fuse sizes shall be as conductor run inside the conduit. Fixtures mounted on trollies or portable lighting units shall be rounded =o N A. All communication system products ii. Concrete-expansion bolts or cast in place anchors. recommended by the transformer manufacturer. Busman type P 9 g g Q o 0•C: iii. Structural steel-approved brackets or machine bolts. by means of a grounding conductor in the portable cord. >,0 0 3.One reproducible copy of the shop drawing shall be submitted to the engineer for comment.Other copies of the shop drawings shall be PP HRS or Littelfuse 155020,fuse holders are recommended. (� c� 0 distributed as per other requirements of the job or owner's requirements,as required. H: CONDUCTORS 7.Convenience outlets shall be self-grounding a or shall have a green grounding conductor installed from � `a P q J q q xxi.Solid state transformers for low voltage lighting shall not be used for dimming applications unless the 9 9 tyP 9 9 9 �- ' N 1. Conductors shall be new,600 volt,90c,type XHHW,THHN or THWN insulation,stranded copper for feeders rated above 60 amps. transformer and dimmer are a U.L.listed assembly specifically intended for the application. the ground lug on the outlet to the outlet box. -a ca D: GENERAL REQUIREMENTS o N Minimum size shall be#12 AWG for runs of less than 100 feet total circuit length(out and back for single phase circuits and out only 8.Motors shall be connected to the equipment ground conductor with a conduit grounding bushing and with a -0 y-- 3.Outdoor and Site Lighting Installation: a cl 0 for three phase circuits with no neutral). Use#10 AWG for circuits longer than 100 feet.Other sizes shall be as noted.Control wiring bolted solderless lug connection on the metal frame. i.. 1.The drawingsrepresent the design forth listed 0 t epe d requirements. If any substitutions are accepted by the engineer,this maybe#14 AWG.All 120 volt and 277 volt circuits shall have a dedicated neutral conductor. The neutral conductor shall be the same i.Site lighting luminaires shall be as called for on the drawings. � 0 contractor shall be responsible for all necessary modifications,including cost,to the electrical system required because of the substituted size as the phase conductor.All conductors shall be copper. g g g 9.The armor of interlocked armor cable,wiring channels,cable trays,and all metallic conduit including rigid, 4-.o m equipment or material. ii.Bases for site and roadway luminaires where required,shall be augered into the earth and concrete EMT,and flexible conduit shall be connected at each end to the equipment ground conductor utilizing a0- ) C: Q-Q shall be poured into the augered hole without a sona tube below grade to allow the concrete to fill the conduit grounding bushing. Junction boxes and other enclosures(sizes above 5"x 5")shall utilize an ca a�- 2.The electrical,mechanical,architectural,structural,and all other drawings as well as the specifications and addendums are part of the natural crevices in the earth. Portion of base above grade shall be formed using a sonatube. Exposed equipment ground lug to securely bond the equipment grounding conductor to the enclosure. o 20 contract documents.any electrical requirements called for on other trades contract documents shall be included in the electrical bid. portion of finished base shall be smoothed,and voids filled with grout. Co C: 0 2.Compression type lugs and connectors shall be used for all terminations and splices. All terminations shall 10.Where any grounding conductor requires physical protection to maintain grounding integrity,it shall be run � o 0 be permanently identified and numbered,using"Brady"labels or other approved equal.Wire numbering iii.Bases shall have reinforcing steel as indicated on the contract drawings and shall be Class'N concrete. through a non-ferrous conduit or bonded to a continuous steel conduit at both ends. 0-0 Z P Y 9 Y PP q 9 9 00) 0 3.The contractor shall visit the job site and become familiar with all existing conditions. Submission of a bid assumes the contractor has shall be panelboard and circuit numbers. Also,all wiring which passes through junction or pull boxes shall iv.Anchor bolts for poles shall be performed for the pole bolt circle at the factory. s " Q.Z 07 reviewed or accepts all field Conditions and existing conditions. No additional compensations shall be allowed for labor or material because be identified with appropriate numbers. When panelboard/circuit numbers are not appropriate for 11• The grounding electrode system shallconsist of / diameter x 10 copper clad ground rods.Exterior ground rods shall be driven to -a 0 0 K.Lighting and Receptacle Panelboards 12 below finished grade&be provided with a 12 diameter x 30 long rigid pvc pipe w/screw cover for inspection purposed.center 0-0 . of ignorance of these conditions before or after bid submission. identification,the contractor shall assign a unique number and record this number on the construction set. 0 �e ground rod in pipe&install pipe flush with grade.pvc pipe and cover shall be traffic rated.interior ground rods shall be driven to 6" ai 0 0 1.Panelboards for 480/277,208/120,or 240/120 volt lighting and receptacle service shall be dead front above rade&installed as close to a wall as possible.all connections to round rods shall be cadweld e 4.Discrepancies between the drawings or between the drawings and actual field conditions shall be brought to the attention of the architect and l: WIRING DEVICES 9 P 9 type. a)= type,conforming to NEMA standard PB-1-1-71 and UL 67,and consisting of three phase,three or a a N the engineer prior to submitting the bid.The more comprehensive and most expensive scope of work shall be considered for the electrical bid four wire solid neutral,main lugs or main overcurrent device as indicated,branch overcurrent devices unless written clarification is provided by the architect and the engineer prior to submitting the bid. 1.Provide wiring devices which are UL listed and which comply with NEMA WD 1 and other applicable UL 9 0 Q c and NEMA standards. Device Color shall be white unless otherwise noted. Coverplate color as noted and equipment ground bar,all in a surface or flush mounted code gauge galvanized sheet M: EXECUTION �.�,cn shall match device color. Confirm color selection with architect before purchasing and installing. steel cabinet as indicated. Enclosure to be NEMA 1 unless noted otherwise with primer and finish o E 1 E: RACEWAYS paint of the manufacturers standard.All busing shall be copper. 1.The contractor shall exercise due caution when working so as not to damage that portion of the electrical ''- 0 4- 2.Receptacles: Devices shall be specification grade,NEMA 5-20R configuration.Duplex type,Hubbell Cat system that is to remain. F'� Q No.CR5362,single outlet type,Hubbell Cat No.CR5361,GFCI duplex,Hubbell Cat No.CR GF5362. Catalog i.Standard enclosure shall be NEMA 1,unless noted otherwise,with primer and finish paint of the c0i o cn 1.EMT conduit shall be used in all locations which call for conduit unless noted therwise. Conduits routed thru areas of significant temperature numbers for Hubbell are shown for reference purposes and equivalent receptacles by other manufacturers as manufacturers standard. Cabinets shall be oversized where necessary to accommodate the entrance of 2.Positively no conduit or wire removed shall be reused in the new installation. (D 4- 15 :3 differences shall be provided with seal-off fittings to minimize condensation.Conduits penetrating fire walls shall be firestopped per NEC& noted above are also approved. Receptacles shall comply with UL 498 and NEMA WD 1. Special several large conduits and/or when necessary to avoid overcrowding except cabinets for panels 3.All circuits shall be identified on the panel directories by this contractor. At the completion of the job,the 0 F N details shown on drawings. receptacles not shown below shall be specification grade with Nema configuration as noted on the drawings. mounted flush shall be not more than 22 inches wide and 5-314 inches deep unless otherwise approved contractor shall provide each panelboard with a new typed directory with the existing loads as noted from coftft �'o the arch itectlengineer. Trims shall contain hinged doors and shall be equipped with flush chrome the old directory and the new loads as installed. Q C-r- by _ 2.Rigid PVC Schedule 40 shall be used for all underground or below slab conduit runs. 3.Ground-fault interrupter(GFI or GFCI)receptacles as indicated above shall be designed for and installed in plated combination key locks and catches.Locks shall be all keyed alike and two keys furnished to the 4.The contractor shall keep on the job,one complete set of working drawings on which he shall record any 00 co a 2-3/4 inch deep outlet box without adapter,grounding type,Class A,Group 1,per UL Standard 94.3. owner. LU Q! � 3.Heavy wall rigid steel onduit shall be used in all exposed interior applications below structural ceiling and exterior exposed applications. deviations or changes from such contract drawings made during construction. Record drawings shall show �. >,provide 2 coats of rust inhibiting paint for exterior runs.Paint shall match surface conduit is attached to. 4.Snap switches: Devices shall be specification grade quiet type,20 A 120/277V,single pole Hubbell Cat ii.Column-type enclosures shall be similar to the standard enclosure except panel shall be approximately changes in the following: o Q No.CS1221,two pole Hubbell Cat No.CS1222,three pole,Hubbell Cat No.CS1223,and four pole,Hubbell Cat 8-1/2 inches wide for mounting between building column webs as indicated,and provided with i. Size,type,capacity,etc.of any material,device or piece of equipment. S� No.CS1224. Catalog numbers for Hubbell are shown for reference purposes and equivalent receptacles by extension trough and pullbox with neutral bar when shown on the drawings. ii. Location of any device or piece of equipment. 0 Q a) 4.Type'MC'cable or flexible metal conduit with ground conductor shall be used for connecting light fixtures,or motors.(Utilize 6'maximum other manufacturers as noted above are also approved.Devices shall be specification grade,quiet type ac iii. Location of any outlet or source in the building service system. _ 0 � lenghts).'MC' cable can be used within wall cavities to connect receptacles. switches,and shall comply with UL 20 and NEMA WD1. iii.Where spaces are noted on the drawing,equip the panelboard with bus and all necessary hardware for = U 0 future circuit breaker installation. iv. Routing of any conduit,or other building electrical service. i M o 5.Approved manufacturers for wiring devices: Q.� �. 5. When power or control conductors are installed in a raceway,a green equipment grounding conductor shall be included in each raceway iv.Metal frame and plastic covered typewritten card shall be mounted inside each panel door. These drawings shall be kept clean and undamaged,and shall not be used for any other purpose than Q a � system and shall be sized as shown on the drawings or if not noted on the drawings,then in accordance with Table 250-95 of the NEC,or as Hubbell ty recording deviations from working drawings and exact locations of concealed work. After the job is 0 Information entered onto the cards shall correspond to the circuit numbers as installed in the field. Q � � indicated on the drawings If green insulation is not available,the grounding conductor shall be bare and clearly and permanently marked at all P&S completed,this set of drawings shall be delivered to the owner in good condition,as a permanent record of = L tap and terminating points by green"scotch"marking tape,code markers,or other approved means. 2.Overcurrent Protective Devices the installation as actually constructed. -0 uS.0 6.Dimmer switches:solid state dimmer switches conforming to NEMA WD 1,mounted in outlet boxes For +- incandescent fixtures;switch poles and wattage as indicated,120 V,60-Hz,continuously adjustable toggle, i.General use circuit breakers for panelboards shall be bolt-on molded plastic case type,1,2,or 3 pole, ami� CL Cn N: CUTTING AND REPAIRING L•0 to single-pole,with on-off switch. Equip with electromagnetic filter to eliminate noise,RF and TV quick-make,quick-break,with trip-free operating handle,position indicating and thermal-magnetic >_ Co. Q 6.All conduit shall be securely fastened in full accordance and as directed by the latest edition of the National Electrical Code.In addition to the tri device. Furnish 2 and 3 ole breakers with common operating handle and common tri 1.All necessary cutting in walls,floors and other such work shall be neat) and careful/ done and the work C 0 0 CU NEC requirements,conduit hangers,supports,or fastenings shall be provided at each elbow and at the end(within 6")of each straight run interference. Dimmers to be Lutron"Nova T Star"series for dimmers rated up to 1500 watts and"Nova" P P P 9 P ry 9 Y Y Q 2 Q Q series for 2000 watt dimmers. Lighting switches shown adjacent to dimmers shall be Lutron Nova T-Star" mechanism. All circuit breakers used for switching applications shall be U.L.listed type SWD shall be repaired in an approved and workmanlike manner. No cutting into the structural parts of the ..-, terminating at a box or cabinet. g g 1 , cn 0 or standard"Nova" style to match dimmers and shall be provided with a single,one piece coverplate. for that application.all circuit breakers used for protection of motors,refrigeration equipment,or building,which may impair its strength,shall be permitted without the prior written approval of the owner. = M ai 7.Conduits or boxes may not be supported by ceiling support wires or other ceiling supporting hardware. Color shall be specified by architect. HVAC equipment shall be U.L.listed type HACR for that application. If such cutting is permitted,the area shall be suitably reinforced to restore the structural integrity of the I. i1 L'� work to its designed value. _ a�� . 8.Horizontal and vertical conduit runs may be supported b one-hole malleable straps,clam backs,or other approved devices with suitable 7.Wiring device accessories ii.Circuit breakers furnished with panelboards shall conform to the following interrupting ratings .90 )n Y PP Y P P pP 9 = 0 s mmetrical in amperes unless otherwise noted: 2.The electrical contractor shall be responsible for all damage to work of his,or other trades,caused by his �-0 s bolts,expansion shields(where needed)or beam type clamps for mounting to building structure or special brackets. i.Wall plates: Single and combination,of types,sizes,and with ganging and cutouts as indicated. (symmetrical) P work or through the neglect of his workmen. All patching and repairing of damaged work shall be done b 0 c o 9 e9 P 9 P 9 9 y V Provide plates and attachment screws which mate and match with wiring devices to which attached. Voltage Trip No.of I.c.Amperes Frame the trade which originally installed it,at the direction of the owner's representative,and the cost of such 0� .0: 9.The use of perforated iron for supporting conduits will not be permitted. Provide wall plates with engraved legend where indicated. Provide smooth nylon coverplates for Rating Rating Poles (Symmetrical) Size repair shall be paid by the electrical contractor. o- finished areas,and galvanized steel plate for unfinished areas. U 0 : 0 120 15-100 ampere 1 22,000 100 amp 3.Absolutely no cutting of wall,floor or other finished material or fastening of electrical components to the o 10. Conduit runs between outlets shall contain not more than the equivalent of three(3)quarter bends. Provide junction and/or pull boxes Q :+-' L ii. Floor service outlets: Modular,above-floor service outlets and fittings of types and ratings indicated. 240 15-100 ampere 2&3 22,000 100 amp exposed surfaces of finished areas will be permitted. L �' CL where shown on the drawings or as required,whether shown on the drawings or not Pull boxes shall be approved for use in the area � � � where they are to be installed. Pull boxes or junction boxes shall be provided in accordance with the following schedule: Construct of die cast aluminum,satin finish.Use design compatible with floor outlet wiring methods 240 125-225 ampere 2&3 22,000 225 amp C m indicated. Provide 20 Amperes,125 Volts,gray duplex receptacles. NEMA configuration 5-20R 240 250-400 ampere 2&3 42,000 400 amp 0: TESTING �r~- where indicated. Provide with 3/4 inch or 1 inch NPT,1 inch long,locking nipple for installation 277 15-100 ampere 1 25,000 100 amp C 0 0 i. Straight runs-not over one hundred 100 feet apart. 1.The testing work shall include all labor,materials,tools,and equipment to perform and record all necessary V� 0 F c 9 ( ) P where compatible with wiring method. 480 15-100 ampere 2&3 25,000 100 amp 0 tests and adjustments of equipment including Load Center Unit Substations Motor Control Centers High F E -z,- ii. One(1)90 degree bend-not over seventy five(75)feet apart. 480 125-225 ampere 2&3 30,000 225 amp � 0 0 8.Wiring device installation: Voltage Cable,600 Volt Wire and Cable,and Grounding,as indicated on the drawings,specified herein,or (4 v Q iii. Two(2)or more 90 degree bends-not over fifty(50)feet apart. 480 250-400 ampere 2&3 42,000 400 amp 0- where necessary to verify performance requirements. M _0 C0 E L Install switches and receptacles in outlet boxes as specified elsewhere in this specification. Install 480 400-800 ampere 2&3 42,000 800 amp ,I- v, U) 0 11. In Class I and Class II hazard areas,as designated on the drawings,explosion-proof flexible metal conduit shall be used for all final conduit single pole toggle switches so that the switch is on in the"up"position. Install receptacles with the 2.Inspection tests shall provide a visual inspection of electrical equipment for manufacturing,shipping or T_ -r- C: +- - terminations at motors and to all other devices subject to vibration or movement. This shall include all pendant mounted lighting fixtures and U-shaped ground slot at the top or to the left. installation defects. Fo 41 conduit runs at building expansion joints in Class I and Class 11 hazard areas. Electrical ground continuity shall be provided as noted above. iii. Ground fault circuit interrupters shall be similar to general use circuit breakers specified;15-20 Q ii.Duplex receptacles shall be wired with the neutral wire to the silver binding screw. ampere,1 or 2 pole with 5ma sensitivity. Furnish when indicated on drawing. 3.Acceptance tests shall show that the methods and materials used in the installation of equipment conform to iii.Three phase receptacles shall be wired such that all have the same phase sequence. applicable codes and standards,and the manufacturers installation instructions,and to determine that the 12. Telephone and data(including others special communications stems such as cable TV conduits shall be a minimum of 3/4"in size unless PP 4 iv. Fuses over 600 ampere shall be Bussman Hi-cap time delay type KRP-C,or Gould Shawmut A46Q P (• 9 P Y ) equipment involved may be energized for operational tests. noted otherwise,and shall run continuous from outlet to outlet and back to the main terminal board,or shall be stubbed into the ceiling space iv.The receptacle circuit and panel number shall be indicated on the inside of all outlet boxes,or directly (601-2000 ampere)or Gould Shawmut A4BY(2001-6000 ampere)600 volt,UL Class I with REVISIONS (6"above the ceiling)and provided with a plastic bushing. Bond conduit stub with a#10 bare copper conductor to the nearest electrical on the conductors by means of a wire labeling system. minimum interrupting rating of 200,000 ampere rms symmetrical. 4.Operational tests shall show the electrical equipment will perform the functions for which it was designed. outlet box or continuous metal conduit body. Refer to plans for specific details about the routing of the conduits.All empty conduits shall be v.Combination switch/receptacle shall be installed in a two gang box with a combination v. Fuses 600 ampere or below shall be Bussman low-peak dual element type LPN-RK(250 volt)or LPS- 5.The services of a recognized independent testing laboratory shall be engaged to conduct all tests described provided with a#10 pull wire. switch/receptacle coverplate. Connect the receptacle to the lighting circuit ahead of the switch and RK(600 volt)or Gould Shawmut Amp-trap type A2K(250 volt)or A6K(600 volt)UL Class RK1 herein with the exception of routine insulation resistance,continuity and rotation tests. locate the switch on the side of the box closest to the door. Note,this method is to be used only for with minimum interrupting rating of 200,000 ampere rms symmetrical. 6.Perform all acceptance and operational tests in the presence of the Architect/Engineer. Notify the 120 Volt lighting system. 277 Volt lighting switches and 120 Volt receptacles shall be located in Architect/En sneer of time of test at least two 2 days prior to testing. Notify 13. Cables installed in plenums without conduit shall be UL classified for low flame resistance and low smoke properties with"FEP"Teflon or vi.Provide spare circuit breakers installed in panelboards as indicated on the panel schedule as shown on 9• ( ) y p• g. ty manufacturers of electrical Halar insulation suitable for plenum applications per 760 of the N.E.C. separate boxes. o equipment to permit their representatives to witness the test should they so request. P PP P the drawings. Provide 10/o spare(minimum of 3)of each type and rating of fuses installed. 14.Conduits below grade shall be installed in conformance with: vi.Confirm final location of all wiring devices and outlet boxes with owner/architect prior to rough-in. 3.Safety Switches 7.Submit test reports,including complete data and actual readings taken,for all equipment tested to the 9.Wiring devices listed or noted on the drawings as weatherproof shall be provided with a cover which Architect/Engineer for approval after each test performed. Do not energize any equipment for operating L Provide fusible or non-fusible safety switches as indicated on the drawings. Switches shall be quick- tests until data has been approved. Include copies 1. Provide all necessary trenching,backfill&removal of trenched material from site. maintains the weatherproof integrity when the cover is closed. Receptacles noted as suitable for operation pp pies of the final approved test reports upon completion of the W make,quick-break,heavy duty visible blade type,horsepower and I squared T rated. Use NEMA 12 work as art of the required operating and maintenance data to be furnished as specified in Division 1. Q. in a wet locations shall be provided with a cover which will allow the receptacle to remain operational P q P 9 P } ii. The bottom of the trench shall be undisturbed earth or thoroughly compacted fill.The contractor shall be responsible for such during wet conditions with a plug inserted into the receptacle. enclosures in factory areas,NEMA 1 enclosures in other indoor areas and NEMA 4X stainless steel type ( compaction.the bottom shall be free of projecting rocks or other foreign matter.Where muck or unstable ground is encountered in enclosures outside unless otherwise indicated on the drawings. Furnish three pole,single-throw switches 8.Give each power feeder and subfeeder cable(600 Volt Wire and Cable)a continuity and megger test. the bottom of the trench,it shall be excavated to a depth of at least 12in.below the bottom line of the ducts and replaced with pea J: LIGHTING unless otherwise indicated,with current and voltage ratings as indicated. Isolate power cables to be megger tested by opening switches at each end of cable prior to testing. Apply gravel in the proper grade.Duct shall not be installed on or in frozen ground.sheeting or bracing shall be provided where necessary megger tests,using a 1000 volt megger,between each conductor and ground with the other two conductors W to protect the work or adjacent roe Sheeting,bracing, ea ravel shall be installed b the electrical contractor at no 1.Lighting Fixtures:see drawings for manufacturers catolog numbers. ii. Provide safety switches with an external operating handle interlocked with the cover door to prevent in the conduit grounded to the same ground. Minimum acceptable readings for disconnected cables shall be p 1 property.rtY 9 9 P 9 Y 0 additional expense to the owner.Backfill shall consist of 3 inches of compacted sand below conduits and 12"above conduits.Clean 2.Indoor Installation: the door from being opened while the switch is in the"on"position except by operating an 1(one)megohm. Cable must pass megger test to be reported as acceptable. screened fill shall be installed and compacted to 6"below final grade or as detailed in architectural specifications.Final grade patch inconspicuous interlock defeating mechanism. Provide means for padlocking the operating handle in L The Contractor shall refer to the Architectural drawings for ceiling type,construction and details of the"off'position. Equip switches with auxiliary contacts when indicated. 9.The following test and inspections shall be made on the grounding system. shall be by E.C. mounting.Adjust fixture trim ring as required for correct mounting in ceiling fixture is to be installed. P q P ry N M d- c� r oo rn All fixtures shall be supported per NEC Article 410. iii.Fuse clips shall be rejection type for fuses specified(up to 600 ampere). Fuses clips for 601 ampere i.Inspect ground conductors and connections for compliance with plans and specifications and for iii. Duct joints shall be sealed with waterproof joint compound.Ducts shall be supported at least Sin.above the trench bottom on plastic to 6000 ampere shall be suitable for UL Class I fuses. satisfactory workmanship. After installation of the grounding electrodes, supports with spacing not exceed 5'.Before duct is placed,supports shall be aligned,set to grade,and placed in concrete to ii.Suspended ceiling systems shall be supported for fixture installation as noted above,and as a provide ground resistance testing prior to the interconnection of other grounding systems. Do not prevent movement when encasement is placed.Ducts shall be secured to supports and spacers placed for tiered ducts. minimum condition,as noted in ANSI/ASTM C636-76,par.2-7,CEILING FIXTURES. 4.Transformers perform tests under unusually wet weather;tests should be performed during normal weather REFERENCE ONLY iii.Install fixtures in accordance with the Architectural Reflected Ceiling Plans. Where substantial i.Transformers shall be indoor dry,two winding,quiet type,with ventilated enclosure,conforming to conditions. ELECTRICAL differences may occur between the Reflected Ceiling Plans and the Electrical Plans,inform the NEMA standards,220 degrees celcius insulation for continuous operation in a 40 degree ii.Reports shall include all resistance readings obtained,temperature,humidity and condition of the soil NOT APPROVED WITH THIS PERMIT iv. All secondary power service underground ducts shall be encased with 3000 psi concrete.All underground ducts shall be 4"in celsius ambient temperature with a temperature rise not to exceed 80 degrees celsius. SPECIFICATIONS diameter schedule 40 rigid non-metallic(P.V.C.)ducts with ground wires,unless specifically indicated otherwise on the drawings. Architect/Engineerfnr resolution of the discrepancy. P o P o g at the time of the tests. concrete encasement shall be in accordance with the applicable provisions of the general trades portion of the specifications. iv.The Contractor shall coordinate fixture construction details with ceiling system in which they are Provide a minimum of two 2-112/o FCAN and four over/o installed,i.e.: support system dimensions,flanges where required,acoustical the or pan pattern,etc. FCBN Paps in the primary winding for Transformers over 25 KVA and a minimum of two 2-1/2% 10.Operational tests shall be performed on all electrical systems,and shalt include,but not be limited to, FCBN taps for transformers 25 KVA and below. Transformers 25 KVA through 75 KVA shall be building lighting system,panelboards,motor starters and control devices,alarm circuits and site lighting v. Encasement shall be continuous monolithic pour providing a minimum of 3"completely arownd the ducts.Concrete shall not be v.Rows of fixtures shall be installed accurately as to line and level. Fixtures shall be securely mounted designed for floor or wall mounting. equipment. DATE 04/03/13 poured directly on top of the ducts,but shall be poured from the sides and allowed to flow over the ducts. so that they will not be distorted by handling incidental to normal maintenance. vi.Surface a fluorescent lighting fixtures mounted on acoustical ceiling must be coordinated with the ii.Sound levels shall not exceed those established in ANSI standard C89 shown in the following table: P: GUARANTEE DRAWN BY: TRR CHECKED BY: MAR type 9 g 9 JOB NO. 13040 Architectural drawings in order that a main"T"runner will be laced in the center of each fixture 1.Material equipment and installation shall be guaranteed for period of one year from the date of vi. Bell ends shall be installed at all duct terminations or as required by the power company.Fittings,couplings and other accessories,as g P KVA dB level 9 P Y - recommended by the manufacturer,shall be provided and installed. and/or each row of fixtures. Main"T"runner shall be of at least the same length as the lighting fixture acceptance. Defects which appear during that time period shall be corrected by this contractor at his and shall be supported to carry at least twice the weight of the lighting fixture. 0-150 42 expense. MEP Consulting Servicesvii. Ducts shall be cleaned by rodding and brushing.It shall be the contractors responsibility to assure a full bore opening throughout the 25760 First Street ducts stem. vii.All fixtures shall be securely supported with approved hangers. Where fixtures will be installed in iii.Furnish transformers having voltage,KVA ratings and connections as indicated on the drawings. OH 44145-2522 Y Cleveland, suspended ceilings,any Code-required additional ceiling supports as approved by the Architect,shall engineering 440-871-2410 be provided by this Contractor. ■ Dependable Guidance 440-871-7954 (FAX) SHEET NO. GENERAL ELECTRICAL DEMOLITION 1. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL EXISTING ELECTRICAL DEVICES,LIGHT FIXTURES, R 0086 J "'� /COMMUNICATION DEVICES,WIRING,CONDUIT,ETC. TO BE REMOVED AND/OR RELOCATED. 746PE r HOWEREVER,THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION OREGON PRIOR TO SUBMITTING BID. r co 2. REMOVE AND/OR RELOCATE EXISTING DEVICES ON WALLS OR CEILING BEING REMOVED.' COORDINATE SUCH CONDITIONS WITH ARCHITECTURAL DRAWINGS. � 3. EXISTING CONDUITS,CIRCUITS OR SYSTEMS IN WALLS OR CEILING BEING REMOVED WHICH SERVE SURROUNDING UN REMODELED AREAS SHALL BE REWORKED AND MAINTAINED. 4. EXISTING CONDUITS,CIRCUITS OR SYSTEMS PASSING THROUGH THE REMODELED AREAS WHICH P18 12 2 SERVE UN REMODELED AREAS SHALL REMAIN AND BE PROTECTED DURING DEMOLITION AND _ 00qql 3 I REMODELING,AND SHALL BE RELOCATED AND REROUTED. I #12- ISO GND I PANEL P 5. CONTINUITY OF CIRCUITS INTERRUPTED BY REMOVAL OF ELECTRICAL DEVICES SHALL BE Z0 CN PANEL L MAINTAINED. _ -� - _ _.. ___ _.- ._ m _ ._ _.. _._ _ - ._ _ _ ..._I __ ._ __ _ 0�_ c 6. ALL UNUSED WIRE(POWER&COMMUNICATION)SHALL BE REMOVED. •• N U P-27 ... 12 7. ALL EXISTING WIRING(POWER&COMMUNICATION)THAT IS TO REMAIN SHALL BE REWORKED OR 0 X 10-2 0 0 REPLACED WITH CODE COMPLIANT MATERIAL AND SUPPORTS. ANY EXISTING SURFACE MOUNTED — 0 14 I CONDUITS SHALL BE REMOVED OR RELOCATED SO THAT THEY ARE IN THE JOIST SPACE OR WITHIN = _ 4- TIME CLOCK AND WALL CAVITIES. = - � J U RECEIVING AREA CONTACTORS 8. EXISTING LIGHT FIXTURES THAT REMAIN OR ARE BEING RELOCATED SHALL BE CLEANED AND d. CU RE-LAMPED WITH 4'T8 LAMPS.BROKEN LENSES SHALL BE REPLACED.PROVIDE NEW T8 BALLASTS N M-0 105 :3 REQUIRED. 0 LCU 0LO 9. EXISTING LIGHT FIXTURES,ELECTRCIAL/TELECOMMUNICATION DEVISES,PANELBOARDS,ETC., >r I THAT ARE NOT TO BE REMOVED SHALL BE NOTED AS EXISTING TO REMIAN ON THE DRAWINGS.SEE = Q LO SALES ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ON SCOPE OF _ 0 REPLENISHMENT DEMOLITION. _ N 104 10 CONTRACTOR SHALL INCLUDE IN THE BASE CONTRACT ALL PREMIUM TIME REQUIRED FOR !.� 10 • SHUTDOWNS,INCLUDING TIME REQUIRED FOR UTILITY SHUTDOWNS. - C Q �, 0 11 EXISTING CONDUITS STUBBED THROUGH FLOOR SERVING ITEMS BEING REMOVED AND NOT S_- I I REQUIRED FOR REUSE SHALL BE CUT OFF FLUSH WITH FLOOR,FILLED,AND FLOOR REPAIRED TO MATCH ADJACENT FINISHES. .8 L O LL Q U O 0a9 ® POWER KEYNOTES 00 a iZ- N IiI0 O N 1 PROVIDE A FLUSH JUNCTION BOX AT 12"AFF.CUT HOLES IN RACK&EXTEND CIRCUITS IN MC Q _ I L-31,33,35 0 �o I CABLE TO TWO QUAD OUTLETS MOUNTED ON RACK.MOUNT OUTLETS IN 2 GANG BELL BOX. r_.- o L-25,27,2 4-3 0 O COORDINATE LOCATION OF OUTLETS ON RACK WITH HFT. I— to I 4-3 RTU "_ ca P-42 17 2 PROVIDE A DEDICATED CIRCUIT&WIRE THRU TIME CLOCK.UTILIZE SAME CIRCUIT 1F THERE ARE o ( I ct RT 9 TWO EXHAUST FANS. �; o P-37 I � � - I -41 1 I 3 DEDICATED ISOLATED GROUND QUAD OUTLET ON DEDICATED CIRCUIT.COLOR TO BE ORANGE. �.� L GFI 1.5KW WATER +48" I I ( SD I 4 DEDICATED QUAD OUTLET MOUNTED WITHIN THE CASHWRAP WITH BOTTOM OF QUAD 2"ABOVE g �.� HEATER LOWEST SHELF. - P-3 - - 0 ---- --- -.---- �- -� --- � — -=J ---- --- --�- --� _�.. G 5 QUAD PLEX OUTLETS ON A DEDICATED CIRCUIT AT 101 A.F.F.WITH ONE RJ31X PHONE JACK FOR � C � — I P-22ALARM SYSTEM. � 0 0 - AK L_®®® �. ROOM Q -35 P-37 +78' 6 DUPLEX OUTLET MOUNTED AT 12"ABOVE WINDOW.MOUNT FLUSH IN CEILING IF CEILING IS WITHIN Q 0 FI 106 17 I I 12"OF TOP OF WINDOW. -0 a)o 48" P-33 ' FI _V -26 28,30 7 DUPLEX OUTLET MOUNTED FLUSH IN CEILING FOR INSTALLATION OF INTERIOR MOUNTED NEON a 0 o I _- - tt14 SIGNS BY T.G.C. �-- 48 4-3 L-38,40,42 0- P-24 -, 8.3 8 J-BOXES WITH SERVICE DISC SWITCH FOR SIGN CIRCUITS.COORDINATE ROUGH-IN REQUIREMENTS v GFI�� P-26 P-24 r 15 1 O WITH SYSTEM CONTRACTOR. 5 RTU o Z +42 � 2 P-26 � GFl O � r — � 0 0 +42" I I I 1 9 2 COMPARTMENT POWER POLE IN THE CENTER OF THE CASHWRAP. �,U)o @_ 0 I L- I �o � p_2g 16 I I 4-3 -41 I I 10 WEATHERPROOF PUSH BUTTON MOUNTED+48"CONNECT TO SERVICE BELL.EDWARDS#852. ; 1a2 P-31 I I RTU 5 R U L-37,39,41 I I 11 SERVICE BELL CEILING MOUNTED ABOVE CASHWRAPS.COORDINATE EXACT LOCATION.EDWARDS Q E N GF14 10-2 — 6 r 1 4-3 I I #744-590. �' 2 0 MENS O�AENS _ _ L — — _ F 12 PHOTOCELL ON ROOF. PROVIDE BOOT SLEVE AND PATCH ROOF PER LANDLORD ROOFING p N 108 107 I I I — I I I CONTRACTOR REQUIREMENTS. Q I P-41 I 13 DUPLEX RECEPTACLE FOR SUSPENDED MONITOR.E.C.SHALL PROVIDE MC CABLE&CAST BOX& Q MOUNT RECEPTACLE ON MONITOR ARM.COORDINATE EXACT LOCATION WITH COMMUNICATIONS U v.; L — _ _ _ _ _.__._..____ __.___ ____ _.. __ I ____�____ _ ___ _ _-__ _.-___.___-_ _.._..__._�.__ __ CONTRACTOR. I.- a SALES AREA I I °' 0 a 14 ELECTRICAL DISTRIBUTION EQUIPMENT.REFER TO SHEET E2.0 FOR ADDITIONAL INFORMATION. � 0 o OL - - J L �o 101 15 ROOFTOP UNIT IS EXISTING TO REMAIN. MAINTAIN EXISTING DISCONNECTS AND EXTEND WIRING Q I I I TO INDICATED CIRCUIT. Q I 16 HAND DRYER 120V,17A AND WIRE TO INDICATED CIRCUIT. .� . �Q 17 EXISTING ELECTRICAL DISTRIBUTION AND EQUIPMENT SHALL BE REMOVED UNLESS NOTED L L OTHERWISE.REMOVE ALL ASSOCIATED CONDUIT AND WIRING BACK TO SOURCE AS REQUIRED. Q ami Q Y AND MAKE ALL ARRANGEMENTS FOR SERVICE SHUTDOWNS(AS PREMIUM TIME WORK)REQUIRED ;>> a TO ACCOMMODATE DEMOLITION.RETURN METER TO UTILITY COMPANY REMOVE CONDUIT = 3 .0 STUBBED THRU FLOOR. 2 — _(DN O `- 1 2 �_0 +78'AFF () U) O LL 4__ s C O U U ( I I w 3:Cc N W Eo LO U U Q I M -00 E D N U 10-2 P-19 --RME£= K�VERRI1DE -- - --- 10-2 P-21 #10 ISO GND N N N N N N N N #10 ISO ND 5 SWITCH @+60"AFF. o a a a 13 10-2L-2 P-1 p_ -8 11 P-1 -16 T_\1 ° 1a2 10-2 P-3 I -4 P- i I P 12 P-1 REVISIONS P-7 #10 ISO GND - 10-2 P- 0 ...�...___.�....__ I I ..................... 1a2 4 4 --._ I 'P-9 P-7 10-2 P-5 Ff 7 CASH 0- ............. ............ 2 P-� 10 2 P-7 ° 3 #10 ISO GND ` P-28 P-38 ROOM C0D © P-23 P-23 C ° 10-2 10-2 F E O ....... 103 �..�..... _........ _-._..._._..__.._.....�....... __ ___-_._..__.. .._ m ...._.........._....�.... ��_____...__m...._. �m�.. __.._.......... .-...�.. _.....-.-......_ _� ........----------------------- - -- ------------ P-15 a2 #10 ISO GN MANAGER 8 I P-23 © I A 1 -40 3 P-17(10-2) #10 ISO GNI) OFFICE 1P 30A/IP 3 10-2 P-13 102w #10 ISO GND 1a2 I F- #10 ISO GND I REFERENCE NC ONLY NOT APPROVED WITH THIS PERMI'T POWER PLAN DATE 04/03/13 DRAWN BY: TRR CHECKED BY: MAR JOB NO. 13040 POWER PLAN OiD . MEP Consulting Services SCALE: 1/8" = 1'-0" 25760 First street Cleveland,OH 44145-2522 engineering 440-871-2410 0 Dependable Guidance ssrzus,W_xi woos swam ,440-871-7954 (FAX) SHEET NO. arrwratr o toot nirnuu omaaeurxrx. GENERAL LIGHTING NOTES 1. ALL SALES&SALES REPLENISHMENT AREA LIGHTING CIRCUITS SHALL BE 10-2 74866 PE r 2. ALL NIGHT/EMERGENCY/EXIT LIGHTING CIRCUITS SHALL BE 8-2 � OREGON � 2 3. EMERGENCY BALLASTS SHALL BE WIRED TO POWER(2)LAMPS PER FIXTURE.REWORK EMERGENCY TI BALLAST WIRING AS REQUIRED TO ILLUMINATE THE TWO LAMPS THAT OCCUR ABOVE THE MAIN EGRESS AISLES. -10 12'-3" 30' 30' 4. LIGHT FIXTURES WITH NO LETTER DESIGNATION ARE EXISTING TO REMAIN.CLEAN,RELAMP& REBALLAST TO 4'LAMP T8 SYSTEM AS REQUIRED. SA L-6 SA L-6 JA L-6 5. EC SHALL WIRE ALL EMERGENCY LIGHT BALLAST COMPONENTS AS REQUIRED FOR COMPLETE O N ----------- ____.._.�R__.� _. ...._. m_._m lel _ __. _ _ _ _ - __ ____ .__..._. _ .m _ m _ _. _ SYSTEM INSTALL. L-10,12 _=_ L.J _ 6. IF EXISTING EXTERIOR LIGHTING/PYLON SIGNS,ETC ARE CONTROLLED BY EXISTING DISTRIBUTION 2 SETS SYSTEM LOCATED IN HFT SPACE,CLEAN,RELAMP AND RETROFIT EXISTING FIXTURES,REROUTE, ZOLO ° ° ° ° ° ° ® EXTEND BRANCH CIRCUIT TO INDICATED CIRCUIT AND CONTROL WITH CONTACTORS. _ � O 9'-4" 10-2 7. PROVIDE EGRESS ILLUMINATION THROUGHOUT BUILDING 1LUXAT FLOOR LEVEL — -0 N U � DE NL L-2 D L-10 DE NL L-2 D L 10 D_ NL L 2 ( ) — �v O SA C U_ U L-6 � RECEIVING AREA L-2 = = J -0 L 105 ® EM3 o LIGHTING KEYNOTES . 't ca 0 W M O -0 12'-8" DE NL L-2 D L-12 DE L-10 D L-12 D L-10 .S 1 WIRE SWITCH IN SERIES AFTER TIME CLOCK CONTROLCONTROLS CIRCUIT L-10 FOR 50 � EM4 � PERCENT REDUCTION OF ILLUMINATION. r = QN 2 2 — LO EM1 L WIRE IN SERIES AFTER TIME CLOCK CONTROL FOR 50 PERCENT REDUCTION OF SALES LIGHTING. ETR--t--6 ......--._._...-.........—.E_TR.........G -ETR- t-6 ................. �— — += O OO O ._-.-...- 3 EXISTING CANOPY LIGHTING TO REMAIN. INTERCEPT AND EXTEND WIRING TO THE CIRCUIT — _(0 I RE LENISHMENT — - - - - - �--- - -- - - --- - --- — INDICATED AND CONTROL WITH LIGHTING CONTROL CONTACTOR REFER TO LIGHTING CONTROL 104 '-' DIAGRAM FOR MORE INFORMATION. O N _ D L-12 D L-10 DE NL L-2 D L-10 D NL - 8 i D L-10 DE NL L-2 D L-12 D L-10 0- ............................... -._____..........._.._......_._....._W..._ ....... ..___... L- L-19 L-16 o a; co.N r- 3 DE L-12 C1 � LL L O,L a) � 4- N O co•�_ Q �O— __ /7T7 �•- O BREAK IEM1 - EGRESS PATH TYPI AL L-14 o-0 co C �--0jo ROOM o 106 �c C: m � R .._...._..... ._. _. �-� U W _ - ,e E ---NL L --- „ .p pE .__. .__..._ �0 _W .�3............_.........__......._._..... DE.. NL_.._. ...LW2.......D....__... ...D.. D.1.... .. _.E _.:..:: . .C..1 c a�� CC L-8 NL L-2 o Q o L r L — e A d A A C: (n L-15 `° � °' 0-(n a) Q��� Cn C Ocan L-6 1 1D D D D D D D D1 C C C C1 0 Q {, ET R O ! c o o c E BE � -�5 0 r2 3 ---------- L 17 4-p MENS L-13 F. L 108 >%Vj O E -- — 8_ __ -_ _ _ _ ( 1 - -t t- ) V N i '`�-� U N NL L-2ftftftft a) E N 4a Q. -2 EM4 __ ._ _ _._._.... __.._. E____]EM1 _ _ _ __ _ ._ - pa v, a EMI L-2 SALES AREA L-11 EM2 Q~ 101 =�a E DI DD D D D C C C C1 += oc Ui .0 U O 2 V E 3 E 1 o t -21 Q�3L —f)2 -0 `o_ Cn E_ __ ___ CU _ C _ 1 Q E Q-if Q :• _ o (7 �a� � L_ _ _ L) a a, U NO 46U Q � a L Q. ETR Co �Mo L 12o EM1 L-5 EM1 L- 4- o o �-- Cn a _ U U Q D DE NL L-2 D D DE D D DE D DE NL L-2 D DE D1 CE C C1 M F. 0%mom 1 2 MANAGER NL L-2 o OFFICE m,n C '`., , 0C ]El 0 E L-3 E � a b; 0 r C-1 V -A I L-2 E L___J REVISIONS °n A m A ' AE b A. D1 DE D D DE___j __D1 AE A D D1 C C1 C C1 CASH C L-2 R00 __ ._.... ____ __ ___ __ ___ _ __.___..__.-___ _ _ ___.�EM3 T_. _....__ _._..____.._.__.__________.._ _____�____...._-...._____._____.._ . ____ �m _.._. ...._.____.____ ____ ___ __ __..__-__ ___ _ ____.�_ ---_.._. ___ m. ___ 103 ............�..............�................................................�......._..._...._....... ..... ............ . ......... ._ ..�__� -- - L-4 ETR ETR ETR ETR ETR ETR EM4 A ET _. ETR QTR �, ETR ETR _-'E _ ..m mm C 1 E w 3 .................................._.. o- __. ._._.....w._�.__.._._._._.._._ .._.__. .__......w_......... .........._.._....... ....._ .._....._..........__... ......_. ......................._......................... ................................_............_ ....._...... _ .__.. 3_ W_._.___._.___ ..___.__ ____ _..___. _ _ 3 3 I- ... ...................... r..._........_............................................ Q 0 r- N M "t U-) Cfl f, 00 m O r REFERENCE ONLY LIGHTING PLAN NOT APPROVED WITH THI S PERM F LIGHTING PLAN SCALE: 1/8" = 1'-0" DATE 04/03/13 DRAWN BY: TRR CHECKED BY: MAR JOB NO. 13040 MEP Consulting Services 25760 First Street Cleveland,OH 44145-2522 engineering 440-871-2410 Dependable 6uldance CD?ffWo= DMRMMEWK�M tU PoQM 440-871-7954 (FAX) SHEET NO. GENERAL SECURITY NOTES GENERAL ELECTRICAL DEMOLITION 1. SECURITY SYSTEM WIRING SHALL BE HONEYWELL#11045501 GENESIS 22/4 STRANDED UNSHIELDED 1. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL EXISTING ELECTRICAL DEVICES,LIGHT FIXTURES, CABLE. COMMUNICATION DEVICES WIRING CONDUIT ETC. TO BE REMOVED AND/OR RELOCATED. 2. EACH DIFFERENT ALARM CONTACT AND ALARM SENSOR SHOULD BE PROGRAMMED SEPARATELY HOWEVER,THE ELECTRICAL CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION PRIOR 74866PE TO SUBMITTING BID. TO ITS OWN DESIGNATED ZONE. OREGON co E1 2. REMOVE AND/OR RELOCATE EXISTING DEVICES ON WALLS OR CEILING BEING REMOVED. may ' 3 EACH SPECIFIED ALARM CONTACT AND EACH SPECIFIED ALARM SENSOR SHOULD BE WIRED IN A CLOCKWISE MANNER TO ITS OWN DESIGNATED ZONE STARTING AT THE MAIN CUSTOMER COORDINATE SUCH CONDITIONS WITH ARCHITECTURAL DRAWINGS. _..._.._...__.........._.._...._..._.___ ....__ __ ._.._....... ..._._..... _..___ .__._.__..__.._____ .____._____.._____..___........_...___._.__..__..__...._..__....._..__.._____..__..._....._.......____.___...........rt___._._._._.._.._._...1�..__.._..._____.�__.._.._________..__...._._.______._............__.......__.___.._....._......_.. .m......__.._._.._______ ENTRANCE/EXIT DOOR CONTACTS. 3. ALL UNUSED WIRE(POWER&COMMUNICATION)SHALL BE REMOVED. GB GB 4. ALL EXISTING WIRING(POWER&COMMUNICATION)THAT IS TO REMAIN SHALL BE REWORKED OR 4 EACH SPECIFIED ALARM CONTACT AND EACH SPECIFIED ALARM SENSOR SHOULD BE SPECIFICALLY REPLACED WITH CODE COMPLIANT MATERIAL AND SUPPORTS. ANY EXISTING SURFACE MOUNTED ° S5 10 0 ° ° S5 LABELED ACCORDING TO ITS DESIGNATED CONTACT OR SENSOR NAME,ITS LOCATION WITHIN THE CONDUITS SHALL BE REMOVED OR RELOCATED SO THAT THEY ARE IN THE JOIST SPACE OR WITHIN E2 C1 STORE,AND PROGRAMMED SEPARATELY TO ITS OWN DESIGNATED ZONE. WALL CAVITIES. O N RECEIVING AREA E3 5 THE CONTRACT SHOULD NEVER PROGRAM/INSTALL ANY TYPE OF LOCKOUT CODE INTO THE PANEL 105 2 E8 OR EXPANDER. GENERAL ELECTRICAL/COMM NOTESN_ 6 COORDINATE CONDUIT AND/OR JUNCTION BOXES AS REQUIRED FOR SECURITY SYSTEM. — t 7 ALL PRODUCT SPECIFIED ARE FEATURED IN PRODUCT BROCHURES FROM THE MANUFACTURER. _ 0(0 S14 E16 O 1. HFTS COMMUNICATIONS CONTRACTOR SHALL PROVIDE AND INSTALL ALL CABLE,JACKS,PATCH = N U CORDS,SPEAKERS,TELEPHONE EQUIPMENT ETC FOR A COMPLETE LOW VOLTAGE O...U COMMUNICATIONS SYSTEM. O X-� SALES � Co CAM C9 S# LL. v S13 E15 O REPLENISHMENT SECURITY SYSTEM KEYNOTES 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT,BOXES,PULL STRINGS,120 POWER Y — C 104 SLEEVES FOR COMMUNICATIONS WIRING AND EQUIPMENT. COORDINATE WITH COMMUNICATIONS - u U HONEYWELL 21 ADEMCO 1 HONEYWELL ADEMCO VISTA 20P 8 ZONE CONTROL PANEL AND 1 HONE #4 9 CONTRACTOR AND EE SYMBOL LEGEND FOR ADDITIONAL DETAILS. - S13 S1 0 CONTRAC 0 N S S 0 L. _...�......._.-._____..__._.............._.._._._._.._............_...._..._.._....__....._._._.._......_.m.._._..._....m..._..______ ....._.___._.._.__......_..._._.__......__.._..._....._..._...._......_._....._._._........._......._..._......__....._....._......_....._..._._._ O F ABOVE THE CEILING. VISTA EXPANDER MOUNTED IN THE CASH OFFICE 0 d- �--�-- 3. ALL CONDUITS SHALL BE PROVIDED WITH PLASTIC BUSHINGS AT EACH END,PULL STRINGS AND BE M S2 1 HONEYWELL#6160 KEYPAD MOUNTED OUTSIDE OF THE MANAGER'S OFFICE WALL.BOTTOM OF N � -_.. __ _ _� _.. � _ -__ �- — - �-- ( ) BONDED TO LOCAL BUILDING STEEL. �T— (p ....................._...... ..»,................-.........,,..__.......................,......................... .....................................................................................................................,...,..,...................................,.........................................,....,.................,......,..........,................,. .................... ................._................. ......_.........,...,..,.....-... ........... .... KEYPAD SHALL BE 4'-0" AFF. � C:U? 4. ALL LOW VOLTAGE CABLES SHALL BE PLENUM RATED. S3 (1)HONEYWELL WAVE2 2-TONE SOUNDER(SIREN HORN)ON THE MANAGERS1 OFFICE WALL FACING — >N THE SALES FLOOR MOUNTED AT 12'AFF. = Q LO 5. THE COMMUNICATIONS CONTRACTOR SHALL PROVIDE A COMPLETE DATA COMMUNICATIONS __.._................................ ............................._.... _._.........._ . _. __._... __...__......................_......................... ................_.__....R...__.m._ S4 (1)HONEYWELL#FG1625 GLASS BREAK DETECTOR CEILING MOUNTED IN THE MIDDLE OF THE SYSTEM WITH EQUIPMENT,PATCH PANELS,CABLE,JACKS,J HOOKS,BOXES,LABELING TESTING, VESTIBULE 5 FT.FROM THE PERIMETER GLASS PANES ENTRANCE/EXIT DOORS.GLASS BREAK ETC.ALL EQUIPMENT SHALL BE SUPPLIED AND INSTALLED PER CATEGORY 6(BICSI AND EIAITIA) = U DETECTOR SHOULD LD FACE GLASS PANES. INSTALLATION STANDARDS. O N - mm -- — --- -- --............- -- ............ ............ S5 (1)HONEYWELL#FG1625 GLASS BREAK DETECTOR ALONG THE INTERIOR OF GLASS STOREFRONT 5 6. THE COMMUNICATIONS CONTRACTOR SHALL PROVIDE A COMPLETE COMMUNICATIONS SYSTEM — O N FT FROM GLASS PANES FOR EVERY 50 FT OF STOREFRONT GLASS(25'IN EACH DIRECTION).GLASS LABELING SYSTEM. INCLUDE BUT NOT LIMITED TO:CABLES,JACKS,PATCH PANEL RACKS,ETC. Q [" o C7 SP BREAK DETECTORS SHOULD FACE GLASS PANES. ALL LABELING SHALL COMPLY WITH STANDARDS OF EIA/TIA 606. P C7 S6 (1)WALL MOUNTED BOSCH#DS860 SERIES TRITECH PIR/MICROWAVE DETECTOR MOUNTED AT 9'-6" 7. THE COMMUNICATIONS CONTRACTOR SHALL TEST EACH CABLE AFTER INSTALLATION AND AFF FOR EVERY 60 LF OF STOREFRONT GLASS SHOOTING SIDEWAYS ACROSS THE GLASS.NO TERMINATION TO CERTIFY THAT EACH CABLE COMPLIES WITH TIA/EIA CATEGORY 6 STANDARDS. MOTION DETECOTERS IN THE VESTIBULE. PROVIDE DOCUMENTATION PER HFT REQUIREMENTS. L ......... ---- ----- ---------.--------- - S7 (1)CEILING MOUNTED 360°BOSCH#DS939 PIR DETECTOR AT 12'TO 25'AFF FOR STOREFRONT ° GLASS. C) U ' 0 S8 (1)WALL MOUNTED BOSCH#DS860 SERIES TRITECH PIR/MICROWAVE DETECTOR ABOVE VESTIBULE 0 Q.3 DOOR FRAME FACING SALES FLOOR MOUNTED AT 101-0"AFF. ® ELECTRICAL KEYNOTES •� S9 (1)CEILING MOUNTED 360°BOSCH#DS939 PIR DETECTOR IN THE CENTER OF THE CASH OFFICE ® ca c AWAY FROM ANY AIR DEVICES. 0 N _ _._., _._.___..-_.-_____ __ ___ W _ ��-- S10 (1)WALL MOUNTED BOSCH#DS860 SERIES TRITECH PIR/MICROWAVE DETECTOR ABOVE ALL E1 PLYWOOD FOR TELEPHONE BACKBOARD. Q o BREAK 4yyV ryMV EGRESS DOOR FRAMES(EXCEPT RECEIVING MAN DOOR)AT 8'-0"AFF. E2 CONDUIT TO TELEPHONE DEMARK. 0 S11 (2)GE#R1078 INTERLOGIX STEEL DOOR CONTACTS AT FRONT AUTOMATIC SLIDING DOORS. " " 11 " I E3 12 x4 x1/2 COPPER BUS BAR MOUNTED AT 84 AFF U.O.N.ON INSULATORS.PROVIDE BAR WITH(6) ° L ROOM EQUALLY SPACED 3/8"DIAMETER HOLES.CONNECT BAR TO HFT'S MAIN PANELS GROUND BAR WITH 106 S12 (2)GE#1078C INTERLOGIX STEEL DOOR CONTACTS AT FRONT SWINGING DOORS. #4AWG COPPER CONDUCTORS. ° D 6 S13 (1)HONEYWELL#959 DOOR CONTACT FOR EXTERIOR DOORS,OVERHEAD DOOR OR ROOF HATCH. E4 4"DIAMETER EMT CONDUIT RISER FROM CEILING SPACE INTO TOP OF RACK. C� ° (2)DOOR CONTACTS REQUIRED AT DOUBLE DOORS. E5 2 COMPARTMENT POWER POLE. - C6 S14 (1)CEILING MOUNTED 360°BOSCH#DS939 PIR DETECTOR IN THE CENTER OF RECEIVING AREA c Q� SP 6 E6 NOT D. e MOUNTED AT 15'-25' USE AFF. N - MENS SP E7 20A 120 VOLT DUPLEX RECEPTACLE AT JOIST SPACE FOR SECURITY CAMERA MONITOR. -C CU COORDINATE EXACT LOCATION WITH COMMUNICATIONS CONTRACTOR. MOUNT FLUSH IN CEILING C ° N 3 m o 108 ° 0 WHERE CEILINGS OCCUR,RECEPTACLE SHALL BE WHITE WITH WHITE COVER PLATE. COORDINATE o ° EXACT LOCATION WITH SECURITY VENDOR. o ami ca E8 PROVIDE 2 GANG BOX WITH 1"CONDUIT&PULL STRING TO CEILING SPACE. �. E9 TIMECLOCK PROVIDED AND WIRED BY HFT.INSTALLED ON WALL BY GC. a)- C11 E10 1"CONDUIT WITH PULL STRING FROM AMPLIFIER TO JOIST SPACE. r- 0 Q — _ -- --- Ell NOT USED. L WOMENS E12 (3)11/2"CONDUITS&PULL STRINGS FROM TOP OF SECURITY PANEL TO CEILING SPACE. m ° U 107 E13 FLUSH SINGLE GANG BOX MOUNTED AT 48"AFF WITH 3/4"EMT CONDUIT STUB TO CEILING SPACE. LCU E14 PROVIDE 3/4"EMT CONDUIT DROP FROM JOIST/CEILING SPACE&SINGLE GANG BOX MOUNTED AT >,U)o ca ca S138'-0"AFF. F o 2 L DC M CAM C9 SALES AREA E15 3/4"CONDUIT STUBBED INTO DOOR FRAME FOR DOOR CONTACT. 5 Q 4- 101 E16 PROVIDE OCTAGONAL BOX ON BOTTOM OF JOIST. C .i E17 PROVIDE 3/4"CONDUIT FROM 4"ABOVE FLOOR TO JOIST SPACE FOR OVERHEAD DOOR CONTACT. Qca � �- S10 W E18 SINGLE GANG BOX AT 12"AFF WITH 3/4"EMT CONDUIT TO CEILING SPACE FOR PIR/MICROWAVE Q DETECTOR. C9 Q += oc �# COMMUNICATION KEYNOTES Qqq. Cl 25 PAIR CATEGORY(3)24AWG TWISTED PAIR CABLE.TERMINATE AT TELEPHONE DEMARK AS > 3 _ DIRECTED BY TELEPHONE COMPANY.TERMINATE AT HFT PHONE BOARD ON 66 PUNCH DOWN -° cn•- O _ BLOCK. °- ...�.�... .......................... 2.0!n I C2 (3)4 PAIR CAT 6 24AWG CABLES BETWEEN HFT PHONE BOARD&RACK.TERMINATE ON BOTH ENDS. �" 32 m"� CU ( LAST(5)FEET OF CABLES SHALL BE MARKED FOR VISUAL VERIFICATION. Q a C3 24 Wx43 Dx80 H FLOOR MOUNTED LOCKABLE RACK PER HFT STANDARDS. iU 0 ° O L C9 SP SP C4 (2)4 PAIR CAT 6 24AWG DATA CABLE BETWEEN REGISTERS&HFT RACK.TERMINATE ON BOTH � ��•3 C5 (1)4 PAIR CAT 6 24AWG CABLE BETWEEN REGISTER&HFT RACK FOR TELEPHONE.TERMINATE ON = 0 C9 BOTH ENDS. U W m ° C17 0 L '-a�- C6 DAISY CHAIN(1)24AWG 4 PAIR CAT 6 PLENUM RATED CABLE FOR THE SALES AREA SPEAKERS. c o C4E5 C5 C4 C4 E5 C5 C4 E7 _ _ HOMERUN CABLE FROM CLOSEST SPEAKER TO AMPLIFIER ON PHONE RACK.TERMINATE CABLE AT (� Q :3o V SPEAKERS&LIFIER.SPEAKERS PER HFT STANDARDS. CABLE SHALL BE BELDEN Q �N Q E9 S E 33 #2C18-CMP-GY-RFA-BED.SPEAKERS SHALL BE PROVIDED BY IT VENDOR. Q. c 3 cn C19 E12 ca S1 C12+44 K S2 E3 C7 DAISY CHAIN(1)24AWG 4 PAIR CAT 6 PLENUM RATED CABLE SPEAKER CABLE FOR THE SALES , REPLENISHMENT AREA PAGING SPEAKERS. HOMERUN CABLE FROM CLOSEST SPEAKER TO = o 0 AMPLIFIER ON PHONE RACK.TERMINATE CABLE AT SPEAKERS&LIFIER.SPEAKERS PER HFT L0 E F o E4 � � M STANDARDS. CABLE SHALL BE BELDEN#2C18-CMP-GY-RFA-BED. � o i C8 NOT USED. M �°= E C8 - d' co 0 C15 , S5 __ _— C9 SECURITY CAMERA&(1)CAT 6 24AWG 4 PAIR CABLE FROM CAMERA TO RACK,TERMINATE CABLES c L MCC4 S7 , AT BOTH ENDS. 4 E1s o H < I CAH 4 S9 a C10 (1)CAT 6 24AWG CABLE FROM TRAFFIC COUNTER TO HFT RACK.TERMINATE AT BOTH ENDS. _1� cq ROM C9 C9 Cl l (1)CAT 6 24AWG CABLE FROM WIRELESS ACCESS POINT TO HFT RACK.TERMINATE AT BOTH ENDS. a — -- °! --- _.._._. _ — � --- - --- -- C12 1 CAT 6 24AWG 4 PAIR CABLE FROM TIME CLOCK TO HFT RACK.TERMINATE AT BOTH ENDS. 10 ____ ._ 1 0 C13 (2)CAT 6 24AWG 4 PAIR CABLES FROM PRINTER/FAX TO HFT RACK.TERMINATE AT BOTH ENDS. REVISIONS - C9 s5 O MANAGER C14 (2)CAT 6 24AWG 4 PAIR CABLES FROM MANAGERS WORK STATION TO HFT RACK.TERMINATE AT OFFICEBOTH ENDS. t Sid SS 1 C15 (2)CAT 6 24AWG 4 PAIR CABLES FROM MANAGERS WALL TO HFT RACK.TERMINATE AT BOTH ENDS. 102 mm E15 E15 C16 (1)CAT 6 24AWG 4 PAIR CABLE FROM BREAK ROOM WALL TO HFT RACK.TERMINATE AT BOTH ENDS. C17 (1)RG59 COAXIAL CABLE FROM CCTV MONITOR TO RACK.TERMINATE AT BOTH ENDS. C18 1 CAT 6 24AWG 4 PAIR CABLE FROM CASH ROOM TO HFT RACK.TERMINATE AT BOTH ENDS. C19 (1)RJ31X PHONE JACK MOUNTED AT+101"AFF FOR SECURITY PANEL. W p„ F- PLAN " M � `o � ', °° m � COMMUNICATION SCALE: 118" = 1'-0" COMMUNICATION REFERENCE ONLY NOT APPROVED WITH THIS PERMIT PLAN DATE 04/03/13 DRAWN BY: TRR CHECKED BY: MAR JOB NO. 13040 MEP Consulting Services 25760 First Street Cleveland,OH 44145-2522 engineering 440-871-2410 0 Dependable PF_RiNFD THENAL 6uldanc Ce 440-871-7954 (FAX) SHEET NO. OPRtNMI020MENAL INNRONYFATA SYSIFYS.NC.NL fdOilS MOUNT ON RETURN&/OR DUCTWORK AS TYPICAL DUCT SMOKE DETECTOR INDICATED ON THE FLOOR PLANS. SYMBOL WIRE LEGEND (SYSTEM SENSOR MODEL#D4120�SAMPLE TUBE) PURCHASED&INSTALLED BY 74866PEELECTRICAL r RTU MECHANICAL CONTRACTOR,WIRED BY � OREGON C6 SYMBOL DESCRIPTION Tag Fill Tag Fill Tag Fill SMOKE DETECTOR ELECTRICAL&FIRE ALARM -yy ALARM ALARM ALARM 120VAC CONTRACTORS. 1 HOMERUN TO PANEL"A"INDICATING CIRCUIT NUMBER(S)-ALL WIRING SHALL BE#12 WITH EQUIPMENT GROUND No Tag (2)#12,#12GND-3/4"C 4-4 (4)#4,#4GND-1 114"C 410-3 (3)#410,#2GND-2"C NC NO NC NO NC NO POWER 1 12 1 2 3 1 2 3 A B C WIRE UON(INCREASE TO#10 FOR CIRCUITS OVER 100 FT.)-ALL HOMERUNS ARE TO A 20 AMPERE,1 POLE 12-3 (3)#12,#12GND-3/4"C 2-2 (2)#2,#4GND-1"C 4/0-4 (4)#4/0,#2GND-21/2"C A-2 CIRCUIT BREAKER U.O.N. - QUANITY OF CONDUCTORS AS NECESSARY TO ACCOMMODATE CIRCUITS AND CONTROL INDICATED.CROSS HATCHES INDICATE REQUIRED LIGHTING CONTROL U.O.N. 12-4 (4)#12,#12GND-3/4"C 2-3 (3)#2,#t4GND-1 1/4"C 300-2 (2)300KCMIL,#1/OGND-2"C 2#12#12GND-3/4"C.BY ELECTRICAL CONTRACTOR.t*f>- o N 00 9q_Iq - - - - -� CONDUIT RUN IN OR UNDER FLOOR SLAB(1"C.MINIMUM,UON) 10-2 (2)#10,#1OGND-3/4"C 2-4 (4)#2,#4GND-1 1/4"C 300-3 (3)300KCMIL,#1/OGND-21/2"C = FIRE ALARM CONTRACTOR SHALL PROVIDE ALARM INDICATION WIRING TO BUILDING r- O (3)#10 #1OGND-314 C 1-2 (2)#1 #4GND-1 114 C 300-4 (4)300KCMIL #1/OGND-21/2"C FIRE ALARM SYSTEM(IF PRESENT)COORDINATE ALARM PROGRAMMING WITH .� SCHEDULE 40 PVC CONDUIT RUN AT 36"BELOW FINISHED GRADE.CONTRACTOR SHALL BORE BELOW STREET. 10-3 � AUTHORITY HAVING JURISDICTION.PROVIDE ANY NECESSARY CONTROL RELAYS TO - -� COORDINATE WITH CITY.TRANSITION TO HEAVYWALL RIGID STEEL CONDUIT 2 FEET BELOW GRADE WHEN = r CONDUIT IS TO RISE ABOVE GRADE. 10-4 (4)#10,#10GND-314"C 1-3 (3)#1,#4GND-1 114"C 350-2 (2)350KCMIL,#3/OGND-2"C INTEGRATE THE DUCT DETECTOR WITH THE FIRE ALARM SYSTEM. I o 0 0 O U SWITCH-20 AMPERE,120/277 VOLT,SINGLE POLE-MTD AT 48" AFF UON("a"=DENOTES SWITCHING,"K'=KEY 8-2 (2)#8,#8GND-3/4"C 1-4 (4)#1,#4GND-1 112"C 350-3 (3)350KCMIL,#3/OGND-21/2"C � co� K" O O U S OPERATED, P PILOT LIGHT, IL ILLUMINATED TOGGLE, 3 -THREE WAY, 4 -FOUR WAY, "M"=MANUAL 3#14 INTERLOCK WITH RTU CONTROL WIRING FOR RTU SHUTDOWN ON _ _ � O ILL MOTOR STARTER."D"=DIMMER SWITCH "LUTRON NOVA SERIES") 8-3 (3)#8,#8GND-1"C 1/0-2 (2)#1/0,#2GND-1 114"C 350-4 (4)350KCMIL,#3/OGND-3"C DETECTOR ALARM.BY ELECTRICAL CONTRACTOR. _ N U Cq J U 8-4 (4)#8,#8GND-1"C 110-3 (3)#110,#2GND-1 1/2"C 500-2 (2)500KCMIL,#310GND-21/2"C d' DUPLEX RECEPTACLE-20 AMPERE,125 VOLT-MOUNTED AT 15"AFF UON(TO BOTTOM).SUBSCRIPT"T"DENOTES " O M ® TAMPER RESISTANT.C-WHITE RECEPTACLE&COVER MOUNTED FLUSH IN CEILING.IF CEILING IS MORE THEN 15" 6-2 (2)#6,#6GND-1 c 1/0-4 (4)#1/0,#2GND-1 1/2"C 500-3 (3)500KCMIL,#3/OGND-3"C TO OTHER DUCT DETECTORS.WHERE AUTHORITY HAVING JURISDICTION Co ISI ABOVE TOP OF WINDOW MOUNT RECEPTACLES 12"ABOVE TOP OF WINDOW.IG=ISOLATED GROUND TYPE.TVSS= REQUIRES ALL RTUS ARE TO BE SHUT DOWN UPON ANY DUCT DETECTOR SURGE PROTECTED TYPE. 6-3 (3)#6,#6GND-1"C 210-4 (4)#210,#2GND-2"C 500-4 (4)500KCMIL,#3/OGND-31/2"C GOING INTO ALARM.BY ELECTRICAL CONTRACTOR. = > ® DOUBLE DUPLEX RECEPTACLE-20 AMPERE, 125 VOLT-MOUNTED AT 15 AFF UON(TO BOTTOM) 6-4 (4)#6,#6GND-1"C 3/0-3 (3)#3/0,#2GND-2"C 600-2 (2)600KCMIL,#3/OGND-3"C 6#14-1/2"C BY ELECTRICAL CONTRACTOR = p F01 DUPLEX RECEPTACLE MOUNTED IN A FLUSH FLOOR BOX.PROVIDE ALUMINIUM DUAL FLIP LID ACTIVATION KIT. 4-2 O O (3)600KCMIL,#3/OGND-31/2"C REMOTE TEST STATION p N (2)#4,#4GND-1 C 310-4 (4)#3/0,#2GND-2 C 600-3 JUNCTION BOX-MOUNTING HEIGHT AND SIZE AS REQUIRED BY CODE OR AS NOTED ON DRAWINGS 4-3 (3)#4,#4GND-1"C 410-2 (2)#410,#2GND-2"C 600-4 (4)600KCMIL,#3/OGND-31/2"C Q O JUNCTION BOX-FOR SIGN.PROVIDE LOCAL DISCONNECT&COORDINATE LOCATION&MOUNTING HEIGHT NOTE:CONDUIT SIZES ARE FOR EMT&IMC. FOR PVC&RGC INCREASE CONDUIT BY (1) S 0 tl J TRADE SIZE. FOR FLEXIBLE CONDUIT SIZES REFER TO NEC. 0 WITH SIGN CONTRACTOR IN THE FIELD. 0 A Q-' HEAVY DUTY NON FUSIBLE DISCONNECT SWITCH. M L 15 HEAVY DUTY FUSIBLE DISCONNECT SWITCH.FUSE SIZE TO BE DETERMINED FROM EQUIPMENT TO BE SERVED o 5 ®j aa) ° A.F. NAMEPLATE DATA 0 0 Q 3 COPPER GROUND BAR REMOTE TEST STATION WITH AUDIO VISUAL ALARM.SYSTEM SENSOR 0 �, �, 1"CONDUIT TO JOIST SPACE.(3)CAT 6 CABLES #SSK451-PS12124 LENS"SMOKE"PROVIDED BY MECHANICAL CONTRACTOR :3� c FLUSH COMMUNICATIONS OUTLET WITH TWO GANG BOX SINGLE GANG EXTENSION RING MOUNTED AT 15"AFF 1-1/2"CONDUIT WITH 25 PAIR L+' m TO HFT RACK.LAST '-0"OF CABLES SHALL BE WIRED&INSTALLED BY ELECTRICAL CONTRACTOR.ELECTRICAL '102°Y U.O.H.(TO BOTTOM) AND 1"CONDUIT,STUBBED TO NEAREST ACCESSIBLE CEILING.PROVIDE BLANK COVER. CAT 3 CABLE DEMARK MARKED FOR VISUAL VERIFICATION. CONTRACTOR SHALL PROVIDE LAMINATED LABEL ABOVE TEST STATION Q 5 co.� W=MOUNTED 54"AFF. 66 PUNCH DOWN BLOCK ® INDICATING RTU#.MOUNT WHERE REQUIRED BY AUTHORITY HAVING � o T1"CONDUIT TO JOIST SPACE E M E6 N COMMUNICATION OUTLET MOUNTED IN A FLUSH FLOOR BOX.PROVIDE(4) 5�-0� FOR SPEAKER CABLES JURISDICTION. �""' o D JACKS AND AN ALUMINIUM DUAL FLIP LID ACTIVATION KIT. m 2- music MUSIC c vi a� SPECIAL NEMA CONFIGURED OUTLET MOUNTED AS REQUIRED TO SERVE APPLIANCE. VERIFY AMPLIFIER .,�. ® CONFIGURATION PRIOR TO ROUGH-IN AND ADJUST WIRING AND CIRCUIT BREAKER SIZE AS DUCT DETECTOR DETAIL NOTES: 4-.o C) REQUIRED. SHELF MECHANICAL NT H PROVIDE C � L 1. CHANICA CONTRACTOR SHALL PROV D 120VAC DUCT MOUNTED SMOKE DETECTOR,SAMPLING TUBE& C- ) C a� 'GR GROUND ROD-3/4"X 10'COPPER CLAD REMOTE TEST STATION WITH INTEGREAL HORN/STROBE.MECHANICAL CONTRACTOR SHALL INSTALL 0 o c' DETECTOR&SAMPLING TUBE.ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT WIRING,CONTROL WIRING CU o a) 12-0 WIRE LEGEND TAG (12=CONDUCTOR SIZE, 4=QUANTITY OF CONDUCTORS.) 3 PORT DATA 4'"O11 TO RTU&INTERLOCKING WIRING TO OTHER DUCT DETECTORS(AS REQUIRED).ELECTRICAL CONTRACTOR 0-a'� 3/4"C BY EC. OUTLET IN 2 SHALL WIRE&INSTALL THE REMOTE TEST STATION AT A LOCATION APPROVED BY THE AUTHORITY HAVING ° °U' DD CL n DUCT MOUNTED SMOKE DETECTOR.SEE DETAIL THIS SHEET. TYPICAL FOR 5 GANG BOX JURISDICTION.FIRE ALARM CONTRACTOR SHALL WIRE DETECTORS TO FIRE ALARM SYSTEM(IF REQUIRED). o AFF ABOVE FINISHED FLOOR a c E " 'x4'x314"PAINTED FIRE DUCT DETECTOR DETAIL 2= � AC INDICATES DEVICE MOUNTED AT 8 ABOVE COUNTER 5 L U) c EC ELECTRICAL CONTRACTOR RATED PLYWOOD SCALE: NONE (D - >,U)0CU GFI GROUND FAULT CIRCUIT INTERRUPTER TYPE LOCATION OF TSTATS. COMMUNICATION SYMBOL LEGEND CUUON UNLESS OTHERWISE NOTED QUANTITY AS REQUIRED. o a�-5 2'-0" V+, IG ISOLATED GROUND SYMBOL DESCRIPTION Z °-0 EX,ETR EXISTING TO REMAIN CL NO ^nom REX EXISTING TO BE REMOVED CAM SECURITY CAMERA Q ' o � � Q� c Sorb LQ WALL MOUNTED DUAL SWITCH MULTI TECHNOLOGY DUAL CIRCUIT OCCUPANCY SENSOR WITH DC DOOR CONTACT �--F- a' �aWHITE FINISH HUBBEL#LHMTD2W GLASS BREAK DETECTOR BOARD ELEVATION .c c WALL MOUNTED DUAL SWITCH MULTI TECHNOLOGY SINGLE CIRCUIT OCCUPANCY SENSOR WITH 5 ,,0) a WHITE FINISH HUBBEL#LHMTD2W SCALE: NONE MO CEILING MOUNTED 360°DETECTOR ° a i U M WALL MOUNTED MOTION DETECTOR -a CD Q V'i- ® POWER POLE Q c 3 A SPEAKERS '0 SP ami �- co Q Q--a o WAP WIRELESS ACCESS POINT Q fl. DATA CABLE = 3 (� a� 3 S SPEAKERS&LIFIER = o PHOTOCELL ON ROOF FACING NORTH. V ° _ ca TORK#EPC2 REFER TO SECURITY NOTES ON SHEET E1.2 FOR EXACT DEVICE SPECIFICATION. V- o � 0U CU 2 HOUR OVERRIDE SWITCH FOR CUSTOMER& V 04-•0 24V INTEGRAL TRANSFORMER - f EMPLOYEE LIGHTING ZONES.TORK#SSA20OR-24. co TYPICAL FOR 2.LABEL EACH SWITCH"2-HOUR __ ca - - - - - - - - - - - -I LIGHTING OVERRIDE"LABEL SHALL BE BAKELITE TIME CLOCK TORK#DLC400BP. "0`0 CONTRACTOR SHALL COORDINATE PLASTIC WITH 114"LETTERS. W E PROGRAMMING OF ON/OFF WITH HFT. I LO � 0 a I I MOUNT IN APPROPRIATELY SIZED NEMA CABINET WITH co = 1= I I HINGED COVER&LOCKING HANDLE. PROVIDE(4)4 d- N 0 POLE SPARE CONTACTORS till _j METERBASE ETR COORDINATE ALL WIRING WITH EQUIPMENT I I I REVISIONS PANEL 2A REX PANEL 26 REX PANEL 2C REX PANEL L PANEL P MANUFACTURER PRIOR TO ROUGH-IN. - I I 200A 1201208V 3PH 2O0A 1201208V 3PH 2O0A 120/208V 3PH 400A 120/208V 3PH 2O0A 1201208V 3PH I I I C3 C4 C5 I (2)#12,#12GND-314"C I I Sa I C2a C2b C2c C2d C2e C1a C1b (EXTERIOR SIGN (INTERIOR SIGN (EXTERIOR I 1 I I 1 I i 1 I L - - - - - J I (CUSTOMER (CUSTOMER (EMPLOYEE SALES (EMPLOYEE DAY (EMPLOYEE (EMPLOYEE (EMPLOYEE LIGHTING) LIGHTING) LIGHTING) LIGHTING) LIGHTING) I 20A I REPLENISHMENT) LIGHTING ZONE) LIGHTING) LIGHTING) LIGHTING) I I I I I I I I L-5 I L-14I S}�---�L-10 I SX L-3 I L-16 I L-1 I P-40 I P-38 I L-4 I I L-9 I L-21 L-12 I I L-7 I L-23 I L-8 I I I L-6 j I I j I I j I I I L-13 ♦-�- I I L-11 I I I I I I a 200A I 1200A I 1200A I )400A )200A I I L-17 I I I I I L-15 L_ ®-J L_ --J L_ --_j I I REX REX REX 600-4 3/0-4 I I ( < CT CABINET I I UTILITY COMPANY (ETR) I I PAD MOUNTED 120V/208V 600A WIREWAY (ETR) I I N M �n c� ao o, o TRANSFORMER ELECTRICALLY HELD/ ELECTRICALLY OPERATED HEAVY (ETR) DUTY LIGHTING CONTACTORS ETR - - - - - - - - - - - - ONE-LINE DIAGRAM REFERENCE ONLY & DETAILS OT APPROVED Nv1 TH THIS PERMIT DATE 04/03/13 RELABEL PANEL B DRAWN BY: TRR CHECKED BY: MAR TOPANEL P JOB NO. 13040 MEP Consulting Services 25760 First Street . ONE-LINE DIAGRAM Cleveland,OH 44145-2522 engineering 440-871-2410 ■ SCALE: NONE Dependable Gu►darnc 440-871-7954 (FAX) SHEET NO. SCHEDULE (SEE NOTE#1&# ) PANEL NAME PANEL NOTES PANEL CHARACTERISTICS CIRCUIT BREAKER REMARKSLIGHTFIXTURE S=SHUNT TRIP H=HACR G=GFCI L= C/B MOUNTING 400 400 208 / 120 22K LOCK TC=TIME CLK NB=NEW C/B SURFACE ' IG=ISOLATED GND HT=HANDLE TIE BUS MATERIAL 74866PE ARKS TYPE SYMBOL DESCRIPTION MANUFACTURER LAMPS VOLT WATTS REML �j eT(� ��� �C� � � � �■ /"►i�/ EX=EXISTING LOAD TO REMAIN NL=NEW LOAD COPPER � OREGON � Ckt Breaker Load Phasing Load Breaker Ckt � 2X4(3)LAMP T8 FLUORESCENT TROFFER FOR PHILIPS No (Remarks) LOAD DESCRIPTION Type Load VA L1 L2 L3 Load VA Type LOAD DESCRIPTION (Remarks) No A INSTALLATION IN LAY-IN ACOUSTIC CEILING TILE SECURITY LIGHTING# F32T8-ADV841 120 88 OFFICES GRID R243BLW 1 20/1 OFFICE LIGHTS L 352 1,357 L EMERGENCY & NIGHT LIGHTS 20/1 2 FACTORY INSTALLED WHIP CONNECTION. (3)LAMPS 3 20/1 SALES AREA LIGHTS L 1,372 1,424 L CANOPY LIGHTING 20/1 4 2X4 3 LAMP T8 FLUORESCENT TROFFER WITH 5 20/1 SALES AREA LIGHTS L 12028 352 L EXTERIOR WALLPACKS 20/1 6 ( ) SECURITY LIGHTING# PHILIPS OFFICES 7 20/1 SALES AREA LIGHTS L 1,370 492 L BREAK/MEN/WOMEN LIGHTS 20/1 8 AE 400 LUMEN BATTERY BALLAST FOR INSTALLATION F32T8-ADV841 120 88 EMERGENCY BALLAST.SEE GENERAL NOTE#3. VERIFY THAT EM BALLAST IS WIRED FOR 9 20 1 SALES AREA LIGHTS L 1 370 1,026 L SALES REPLENISHMENT LIGHTS 20/1 10 O N - 1 _ R243BLW E 00 �00 F&J IN LAY IN ACOUSTIC CEILING TILE GRID (3)LAMPS APPROPRIATE VOLTAGE PRIOR TO WIRING FIXTURE.FACTORY INSTALLED WHIP CONNECTION. 11 20/1 SALES AREA LIGHTS L 1,370 456 L SALES REPLENISHMENT LIGHTS 20/1 12 _ PHILIPS 13 20/1 SALES AREA LIGHTS L 1,256 572 L SALES AREA LIGHTS 20/1 14 2X4(2)LAMP T8 FLUORESCENT TROFFER FOR SECURITY LIGHTING# TOILET ROOM 15 20/1 SALES AREA LIGHTS L 1,2 800 L SALES AREA LIGHTS 20/1 16 O N B INSTALLATION IN LAY-IN ACOUSTIC CEILING TILE R242BLW F32T8-ADV841 120 58 FACTORY INSTALLED WHIP CONNECTION 17 20/1 SALES AREA LIGHTS L 1,028 X 20/1 18 = _C LO O 2 LAMPS GRID ( ) 19 20/1 SALES AREA LIGHTS L 1,256 X 20/1 20 = ® O Q0 21 20/1 SALES AREA LIGHTS L 800 X 20/1 22 = w 70 N U 2X4(2)LAMP T8 FLUORESCENT TROFFER WITH PHILIPS TOILET ROOM 0'--'o 23 20/1 SALES AREA LIGHTS L 8Q0 X 20/1 24 SECURITY LIGHTING# O X vi BE 400 LUMEN BATTERY BALLAST FOR INSTALLATION F32T8-ADV841 120 114 EMERGENCY BALLAST.SEE GENERAL NOTE#3. VERIFY THAT EM BALLAST IS WIRED FOR 25 X 5,020 5,824 X R242BLW-E100 U IN LAY-IN ACOUSTIC CEILING TILE GRID 2 LAMPS APPROPRIATE VOLTAGE PRIOR TO WIRING FIXTURE.FACTORY INSTALLED WHIP CONNECTION. _ ( ) 27 60/3 H RTU-7 - 7.5 TON X 5,020 5,824 X RTU-6-10 TON 60/3 H 28 _ _ Q)V- (D Y 4.5 PHILIPS SALES&REPLENISHMENT AREA 29 X 5)020 5,824 X 30 = 8'-4 LAMP T8 CHAIN MOUNTED STRIP SECURITY LIGHTING# _ 31 X 5,020 5,824 X 32 PHILIPS ADV841 C 120 114 FOR OPEN CEILINGS PROVIDE CHAIN&INSTALL AT 12-0.RUN IN TC232B-120-CSHC-CS8-COUPLER-L 60 3 H RTU-9 - 7.5 TON X 5 020 5 824 X RTU-8-10 TON 60/3 H 34 R3 FLUORESCENT FIXTURE 33 / , 4 LAMPS O CONTINUOUS ROWS WHERE SHOWN.PROVIDED WITH COUPLER. III 35 X 5,020 5,824 X 36 N CO-0 PHILIPS SALES&REPLENISHMENT AREA 37 X 5,020 3,579 X 38 T. N 8'-4 LAMP T8 CHAIN MOUNTED STRIP FLUORESCENT SECURITY LIGHTING# _ - RTU-11-5 TON 40 3 H ' F32T8 ADV841 - IN CONTINUOUS ROWS WHERE 39 60/3 H RTU-10 7.5 TON X 5 020 379 X / 40 N CE 120 114 FOR OPEN CEILINGS PROVIDE CHAIN&INSTALL AT 12 0.RUN CO � FIXTURE WITH 1100 LUMEN BATTERY BALLAST TC23213-120-CSHC-CS8-COUPLER-L-E96 4 LAMPS SHOWN.EMERGENCY BALLAST.SEE GENERAL NOTE#3.PROVIDED WITH COUPLER. 41 X 5,020 3,579 X 42 = >N ADDITIONAL NOTES: 0 = QLo+- • PHILIPS SALES&REPLENISHMENT AREA p NO SUBFEED LOAD SUBFEED LUGS = 01-1 C1 4'-2 LAMP T8 CHAIN MOUNTED STRIP SECURITY LIGHTING# F32T8-ADV841 120 58 FOR OPEN CEILINGS PROVIDE CHAIN&INSTALL AT 12'-0".RUN IN p FLUORESCENT FIXTURE C232B-120-CSHC-CS8-COUPLER-L 2 LAMPS O N ( ) CONTINUOUS ROWS WHERE SHOWN.PROVIDED WITH COUPLER Track Total Lighting Load "L" (KVA) 19.74 36.94 Total Connected Load in KVA - Phase A 0... Length (FT) Total Track lighting Load "D" (KVA) 0.00 35.14 Total Connected Load in KVA - Phase B - p N 4'-2 LAMP T8 CHAIN MOUNTED STRIP FLUORESCENT SECURITY LIGHTING# PHILIPS SALES&REPLENISHMENT AREA 0 C Show Window Total Receptacle Load "R" (KVA) 0.00 35.32 Total Connected Load in KVA - Phase C Q � O C1E F32T8-ADV841 120 58 FOR OPEN CEILINGS PROVIDE CHAIN&INSTALL AT 12-0.RUN IN CONTINUOUS ROWS WHERE FIXTURE WITH 1100 LUMEN BATTERY BALLAST C232B-120-CSHC-CS8-COUPLER-L-E96 (2)LAMPS SHOWN.EMERGENCY BALLAST.SEE GENERAL NOTE#3.PROVIDED WITH COUPLER. Length (FT) Total Show Window Load "C" (KVA) 0.00 107.40 Total Connected Load in KVA - All Phases (�� Misc Load Total Motor Load "M" (KVA) 0.00 298.1 Total Connected Load in Amps PHILIPS SALES&REPLENISHMENT AREA Demand 1.00 Total Electric Heat Load "H" (KVA) 0.00 112.33 Total NEC Demand Load in KVA - All Phases D 8'-4 LAMP T8 SURFACE MOUNTED STRIP SECURITY LIGHTING# F32T8-ADV841 120 114 SURFACE MOUNTED.FOR CEILING MOUNT PROVIDE CEILING CLIPS&SUPPORT FROM STRUCTURE AS Total Misc Load "X" (KVA) 87.66 311.8 Total NEC Demand Load in Amps FLUORESCENT FIXTURE TC23213-120-CS8-COUPLER-L REQUIRED BY CODE.FOR JOIST MOUNT,PROVIDE MOUNTING HARDWARE&UNISTRUT AS REQUIRED.RUN IN Kitchen Appliance Load "K" (KVA) 0.00 0 (4)LAMPS CONTINOUS ROWS WHERE SHOWN.PROVIDED WITH COUPLER.SEE GENERAL NOTE#4. Q U 8'-4 LAMP T8 SURFACE MOUNTED STRIP PHILIPS SALES&REPLENISHMENT AREA p•o SECURITY LIGHTING# SURFACE MOUNTED.FOR CEILING MOUNT PROVIDE CEILING CLIPS&SUPPORT FROM STRUCTURE AS REQUIRED O Q DE FLUORESCENT FIXTURE WITH 1100 LUMEN BATTERY F32T8-ADV841 120 114 PANEL NAME PANEL NOTES PANEL CHARACTERISTICS CIRCUIT BREAKER REMARKS aj CL 3 BALLAST TC232B-120-CS8-COUPLER-L-E96 (4)LAMPS BY CODE.FOR JOIST MOUNT,PROVIDE MOUNTING HARDWARE&UNISTRUT AS REQUIRED,RUN IN CONTINOUS 00S=SHUNT TRIP H=HACR G-GFCI L- C/B MOUNTING ® � co a ROWS WHERE SHOWN.EMERGENCY BALLAST.SEE GENERAL NOTES#3.PROVIDED WITH COUPLER. 200 200 208 / 120 22 K Co PHILIPS SALES&REPLENISHMENT AREA LOCK TC=TIME CLK NB=NEW C/B SURFACE p D1 4'-2 LAMP T8 SURFACE MOUNTED STRIP SECURITY LIGHTING# F32T8-ADV841 120 58 SURFACE MOUNTED.FOR CEILING MOUNT PROVIDE CEILING CLIPS&SUPPORT FROM STRUCTURE AS - IG=ISOLATED GND HT=HANDLE TIE BUS MATERIAL Q o.a FLUORESCENT FIXTURE C232B-120-CS8-COUPLER-L REQUIRED BY CODE.FOR JOIST MOUNT,PROVIDE MOUNTING HARDWARE&UNISTRUT AS REQUIRED. BUS MCB 3 4 W AIC EX=EXISTING LOAD TO REMAIN NL=NEW LOAD COPPER V 0. O (2)LAMPS RUN IN CONTINOUS ROWS WHERE SHOWN.PROVIDED WITH COUPLER Ckt Breaker Load Phasing Load Breaker Ckt SALES&REPLENISHMENT AREA No (Remarks) LOAD DESCRIPTION T Load VA Load VA LOAD DESCRIPTION ) No ~ �- 0+- PHILIPS ) ype L1 L2 L3 Type (Remarks o M 4 -2 LAMP T8 SURFACE MOUNTED STRIP SECURITY LIGHTING# SURFACE MOUNTED.FOR CEILING MOUNT PROVIDE CEILING CLIPS&SUPPORT FROM STRUCTURE AS � F32T8-ADV841 1 20/1 STOREFRONT DEDICATED RECEPT R 360 360 R CASHWRAP DEDICATED 20/1 IG 2 a)0 D1E FLUORESCENT FIXTURE WITH 1100 LUMEN BATTERY C232B-120-CS8-COUPLER-L-E96 120 58 REQUIRED BY CODE.FOR JOIST MOUNT,PROVIDE MOUNTING HARDWARE&UNISTRUT AS REQUIRED.RUN IN -a - 2 LAMPS 3 20/1 IG MANAGER DEDICATED RECEPT R 360 360 R CASHWRAP DEDICATED 20/1 4 c v N BALLAST ( ) CONTINOUS ROWS WHERE SHOWN.EMERGENCY BALLAST.SEE GENERAL NOTE#3.PROVIDED WITH COUPLERa)4_5 20/1 IG MANAGER DEDICATED RECEPT R 360 360 R CASHWRAP DEDICATED 20/1 6 o +r F 8'-4 LAMP T8 SURFACE MOUNTED EXTERIOR COLUMBIA# PHILIPS 120 114 EXTERIOR CANOPY FIXTURE. 7 20/1 MANAGER RECEPT R 720 360 R CASHWRAP DEDICATED 20/1 IG 8 -.Q WEATHERPROOF FIXTURE 47A8-232EB8-UNV-WL OR EQUAL F32T8-ADV841 (2)LAMPS SEE NOTE#4. 920/1 CASH ROOM RECEPT R 1,080 360 R CASHWRAP DEDICATED 20/1 IG 10 o 11 20/1 IG CASH ROOM DEDICATED RECEPT R 360 360 R CASHWRAP DEDICATED 20/1 12 a) t SELF-POWERED EXIT SIGN WITH LED LAMPS- SECURITY LIGHTING# 13 20/1 IG CASH ROOM DEDICATED RECEPT R 360 360 R CASHWRAP DEDICATED 20/1 14 o EM1 ® UNIVERSAL MOUNTED-SINGLE FACE PRB INCLUDED 120 7 SALES&REPLENISHMENT AREA 15 20/1 IG CASH ROOM DEDICATED RECEPT R 360 360 R CASHWRAP DEDICATED 20/1 IG 16 C _o i-' O U EMERGENCY LIGHTS EQUIPPED WITH 90 MINUTE 17 20/1 IG CASH ROOM DEDICATED RECEPT R 360 360 R MUSIC PAGING SYSTEM 20/1 18 0 Z SELF-POWERED EXIT SIGN WITH LED LAMPS- SECURITY LIGHTING# INCLUDED 120 7 SALES&REPLENISHMENT AREA BATTERY BACK-UP.WIRE AHEAD OF LOCAL 19 20/1 IG SECURITY RECEPT R 360 200 X DOORBELL 20/1 20 ° C o EM2 CL cn:3 UNIVERSAL MOUNTED-DOUBLE FACE PRB CONTROL 21 20/1 IG SECURITY RECEPT R 360 360 R SALES RECEPT 20/1 22 -a W o SURFACE MOUNTED 2 HEAD EMERGENCY DUAL LITE# REMOTE 23 20/1 SHOW WINDOW RECEPT R 180 960 R RESTROOM/EWC RECEPT 20/1 24 o c EM3 INCLUDED 120 15 SALES&REPLENISHMENT AREA 25 20/1 TIMECLOCK X 200 400 M RESTROOM EXHAUST FANS 20/1 26 _ E`•- UNIT WITH REMOTE CAPACITY LZ30 CAPACITY 27 20/1 RECEIVING AREA RECEPT R 180 X SPARE 20/1 28 12-Cu o-C SECURITY LIGHTING# PROVIDE WITH 2 HEAD MOUNTING PLATE. 29 25/1 HAND DRYER X 2,040 X SPARE 20/1 30 0 `) c EM4 y EXTERIOR WP 2 LAMP REMOTE HEADS INCLUDED 120 15 EXTERIOR °; c 2A6H6A-MPWP2 WIRE TO EM3. 31 25/1 HAND DRYER X 2,040 X SPARE 20/1 32 _ _ 33 20/1 BREAK ROOM COUNTER RECEPT R 1,200 200 R CAMERA/MONITOR RECEPT 20/1 34 0 a)� EXTERIOR WALL MOUNTED FIXTURE WITH SECURITY LIGHTING# 35 20/1 BREAK ROOM COUNTER RECEPT R 1 200 1 200 M AUTOMATIC DOORS 20/1 36 SA 150W PSMH 120 165 EXTERIOR WALL 6-- Q ® SILVER FINISH. TWSMC-150PMH-WD-MT-DS 37 20/1 BREAK ROOM RECEPT R 1,080 1,200 L INTERIOR SIGN 20/1 38 U 0 O 39 20/1 BREAK ROOM REFRIGERATOR X 8001,200 L EXTERIOR SIGN 30/1 40 C 41 20/1 ROOFTOP RECEPT R 1,080 1,500 L WATER HEATER 20/1 42 E.N co " C LIGHTING FIXTURE SCHEDULENOTES ADDITIONAL NOTES: 0 N 0 t 0 NO SUBFEED LOAD SUBFEED LUGS Q CU 0 Q•`n Track Total Lighting Load "L" (KVA) 3.90 8.00 Total Connected Load in KVA - Phase A "� a a 1. HARBOR FREIGHT TOOLS HAS A NATIONAL AGREEMENT-ALL LIGHTING FIXTURES AND LAMPS ARE TO BE PROVIDED BY CAPITOL LIGHT. Length (FT) Total Track lighting Load "D" (KVA) 0.00 7.18 Total Connected Load in KVA - Phase B C Q Show Window Total Receptacle Load "R" (KVA) 14.72 10.32 Total Connected Load in KVA - Phase C vi.LM4j �. c 2. CONTACT BETH RIBE OF CAPITOL LIGHT AT 615-385-1510 or bribe@capitollight.com-2016 20th AVENUE SOUTH-NASHVILLE,TN 37212. Length (FT) Total show window Load "G" (KVA) o.o0 25.50 Total Connected Load in KVA - All Phases a Q U) Misc Load Total Motor Load "M" (KVA) 1.60 70.8 Total Connected Load in Amps = 0 o 3. FOR EMERGENCY FIXTURES AE,Al E, BE,CE,C1 E, DE&D1 NOT SHOWN AS NIGHT LIGHTS, RUN AN EXTRA HOT CONDUCTOR(BYPASSING ALL CONTROL)AND CONNECT TO EMERGENCY BALLAST. Demand 1.00 Total Electric Heat Load "H" (KVA) 0.00 24.12 Total NEC Demand Load in KVA - All Phases L cm Total Misc Load "X" (KVA) 5.28 66.9 Total NEC Demand Load in Amps Q FIXTURES SHALL BE SHUT OFF WITH LOCAL LIGHT FIXTURE CONTROL. �._ Kitchen Appliance Load "K" (KVA) 0.00 5 3 Q a 4. MOUNT LIGHTS AS HIGH AS POSSIBLE IN SALES REPLENISHMENT AREAS. L � � o �-r- CL CM CO Q Q ca 0 _ �0 �� 0 ani� U U) a.- LL, O r1 CSO U U O O. i N Q O CU.c �O v- �//�� +� O o vJ N E cO 0 U Q co _ ca EO N U) U F- +p�O N L REVISIONS 0 k N M q tf) (D (` W M A REFERENCE ONLY LIGHTING & PANEL ,NOT APPROVED WITH THIS PERIYI.I T SCHEDULES DATE 04/03/13 DRAWN BY: TRR CHECKED BY: MAR JOB NO. 13040 MEP Consulting Services 25760 First Street Cleveland,OH 44145-2522 engineering 440-871-2410 ■ Dependable Guidance 440-871-7954 (FAX) SHEET NO. corm�sr o Zoos mEraw sxhawuexru ssieuS n+e."L�ramrvm