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Plans BUP2U13 - 00011 __ - _________ I - . - � � I __ � __ - � I . I . I � I - i -+_ I RECETVr ,A) , () 0 . JAN I 0 2013 '_ (0 CITYOFTIGARD (D (10 +_J I _+'I"'It"""'I'll a) BUILDING DIVISION I 0 iiiiiiiiiiiiiiiiiiiiiiiiii 1�2 C W 1111111111I111111111111111111 I � I 0 �e 1. a) - I C cc > < 0 CL :2 - I � - I - - - () Z . - I " 11 I - I I a . � I -1 0 N_ - I I. A1111111111111,111111. 0 7 (y) W 0 ,It Ii r, C6 > W -r- '_ 0, � 5 '� WASHINGTON SQUARE 0 W 0 . R W , :D co 9585 S .W., WASHINGTON SQUARE ROAD , SPACE # 57 & 56 Z If- . W CQ M � 0 � `I- TIGARD , OR 97223 J (-q _J CO ___ ___ __ _______ _____ - - W Ir- -...­­.......................... - __ M .... . . .. , ., . ... - .. "--- ;;� ' ------ ------ ..' .. _ - ....' : : . . 1. . .*"*"* : : I :. - �' .." . .' .. I ;:: : :­.. ., I"'. : X .. , . _- '**.... ...* ­ ­' + ­�'­` :: : : . . , .. ... ,.: .. :;: " " ' � ...... I - � ": .+ ;: .. " :'X� ,. ". : :: , : .:. :': .. : I - ::: -.'.: .. +1 .. .. , .....* .. i"I"i'l I... .." .....'.. : ..... 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I ... :: �...I ; �, :'.. .': :; :::: .......'........ .R.1-.-'--'.-1'1"1: ........ ---"---.. ... ............. � . ..... 1:-.......I..... - I � + .� AVAMM LO ARCHITECTURAL: - ... .. - 0) UVI51ON DATE 0 Ir- I APPLICA13LE CODE5: ALL WOKK UNDER TH15 CONTRACT 5HALL COMPLY WITH THE PROV151ON5 Of THE 5PECIf ICATION5 AND DRAWING5,AND 155UED P\LV I KEV 2 KEV 3 KEV 4 REV 5 - I I CONCRETE I G BOXESI: 5HALL 5ATI51'Y ALL APPLICA13LE CODE5,OP\DINANCE5 AND KEGULATION5 Of ALL GOVERNING BODIE5 INVOLVED. ALL PERMIT5 AND LICEN5E5 CVP\ COVEK 5HEET* INDEX ___- BKCK BLOCK NECE55AKY fOK THE PROPER,EXECUTION Of THE WORK 5HALL BE 5ECUKED AND PAID FOR 13Y THE CONTRACTOR,INVOLVED. APPLICABLE CODE5 GIOO GENERAL PROJECT INFORMATION - - INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: AOO I DEMOLITION PLAN THIS DRAWING hos b�en preporeo.by the Architect, or prepor9d unde� �is direct supervision os on instrument of service and is intended for use ol �n this�proj�ct. All CODE RE5EARCH: AIOO FLOOR PLAN I Drowin S if' tions, ideas and (esigns, including the :4 - ' * , -1111 IIII BUILDING t 5TKUCTUP\AL: INTERNATIONAL 13UILDING CODE WJOKEGON AMENDMENT5 2009 Al 10 FIXTUU PLAN - - I overoilloiouteclorimco, arrangement, and composition of spoces �. I % 4 . HII . and elements portrayed, constitute the ong;nol, unpublished +. . +. .. - � � � i � A120 FIN15H PLAN Work of the Architect. Any rep�oduI;tion, use, or disclosure of .'' .. *' � - i . .�I -!. I .. . . 1111 the information contained herein without the written consent CONCRETE . .. .. - I . EARTH - PLUMBING: INTERNATIONAL PLUMBING CODE 2009 �+ .. . -.4 1 I ..'...4. �,4 ...I 11=H-4 Al 30 RffLECTED CEILING PLAN of the Architect is st(ictly prohibited. .+ - . MECHANICAL: INTERNATIONAL MECHANICAL CODE 2009 A200 5TOREfRONT ELEVATION5 I (0 2013 H.C.KLOVER ARCHITECT 0 0 0 (D A201 5TOKEf KONT ELEVATION5 THE ARCHITECT DISCLAIMS responsibility for the existing building . . � �'­­ w. ..' ELECTKICAL: NATIONAL FLECTKCAL CODE 2009 A300 5TOKEfKONT 5ECTION5 structure,site conditions,existing construction elements, or any * ' . . , :.':'-":'.�1' rojec w ic a no r e c I ec s sea. e c ie s 0. . 00 00 a 1'1...�­�'.�_'�;'_.."'�-.�'+:+��%­..�1. ;_p�.; - . �.. :,�i,,.:.�,.,�.,.,�..�+�-.-,-".',� .. .. '...'...�''!+�., .�-': .. A400 DETAIL5 services ore undertaken in the interest of the Project Owner. No . � ; . ., : :.:.".,.+ * t.%�'.- :.� ' +__��+. , + I 1111, , "�:, , , 0 0 0 00 0 00 00 . , " '.:_'_:.. w .�:�'.':�' �::­ .:-+R. GRAVEL 5AND .1 .w: .1.-�+-- INTERNATIONAL FIRE CODE 2009 Obligoron is assumed� khAed for the benefit of any other entity. . I _"'.. ...:.;;,.. I ­­::�::-' 14 10 f I RZ/LI f ff 5AFETY: A4 I 0 D ETAI L5 . , �_. _,:, -1:;:."­*­.�_';:".. ,.,: ' 0 0 0 0 . ., I : .. . .......-_ . '. .� , . I , .1 . . " nr'Prv-'Prv­Pnr-)0r,rV G �.. _�,.�;+ � -.1-1; 6 . (D (D ,.. --:..�.....: RUTED DOCUMENTS: This Drawing is a single component of on '/ A420 FRAMING DETAIL5 I integrated set of Construction Documents. Wal and Suppie,mentory ACCE55151LITY CODE: AN51 1 17.1 + 2003 Conditions of the Contract,General Requirements,Specifications and A500 INTERJOK ELEVATION5 other Dro affect the Work descrItied. Failure to reviiew and 1� . LI le*iT y intent of the whole of the Construction Documents e,r, the 13 9 BUILDING DATA: A5 I 0 Kff5TKOOM PLAN AND ELEVATION5 I - not relievThe Contractor from providing a complete Project. WOOD DIMEN51ONAL (D 0 5PR.INKLEK 5Y5TEM AND FIRE ALARM 5Y5TEM AGOO 5CHEDULE5, FIN15HE5*DETAIL5 I COlIftY NTH oil laws,codes,ordiinoKes and regulations with oulhorit�s 13LOCKING LUM13EK NUMDEK Of fLOOR5: I ARE DE51GN 13UILT BY GENERAL CONTRACTOR.. having jurisdiction and with requirements of the Landlord,if opl I�qble. - .. i . OCCUPANCY TYPE: M MERCANTILE ALL FIKE 5PRINKLER.AND f IRE ALARM DRAWING5 AG I 0 WALL TYPE5 Do not start Work until all permits and required opprovols;ore loineii CON5TRUCTION TYPE: 213 A700 D15PLAY CA51f DETAIL5 I VERIFY ACTU&CONDITIONS and dimensions prior to construction. 13Y 5EPARATE PERMIT A5 A DEfEKRf D Commencement of work constitutes verification and acceptance 0 oil TOTAL GKO55 AKEA 5.17. = 2,1 1 5 5f A600 GRAPHIC5 I existing conditior& Applii:otion 0 a mate(d or ui nt Rern to Work . _ EXAMPLE DETAIL#9/AXXX , 5U5MITTAL 30*1i /I �' 5PI00 5FECIfICATION5 inslolW by others constitutes acceptance of[hot ork,and assumption -------__�'___:�� y y -_ I of responsibility for satisfactory installation. fIN15H I -_ BATT I 5P I 0 1 5PECIFICATION5 I DWINSIONS SW ore to finish face of a material unless ftwise infcoted. I OCCUPANT LOAD: Wool) �> IN5ULATION ,MINED BY THE 50TTOM KIGHT HAND BOX,PLEA51f 5EE 5AMPLE5 A13OVE FOR DETEKMiNING 5PI02 5FECIfICATION5 I CkCM A MR kasiorts-00 NOT U1�owings urkss dWse&Kid NOTE: DETAIL NUMBER5 ARE DETER 5ALE5 AREA IN 5.F. 1,715 5.f. (GRO55) /30 = 57.1 OCCUPANT5 El i i 1 DETAIL NUMBER5 WORK AKEA IN 5.f, 400 5.F. (GP\055) /300 = 1.3 OCCUPANT p r o j e c t t i t I e � . 'Io- 'r , I, . TOTAL 13UILDING CODE AREA 5.f. 2,1 1 5 5.f. MECHANICAL: : :, : :: :- ".I, ..": _.'."i":'� .1 . . .. :: . , .. : :: : : .. .. .. ??-.' : " ':� :: ".."O."I., -� ' . .". � ___ ____ " ... .� . , .1 "' �: .' .. .: .' -15...: - 1��'. ­_­"';"'�..� -- � . .... , � ,.i 1. :: , TOTAL ALLOWED OCCUPANCY LOAD: 58 - ' ' � . . � p ... �. CEILING GYP5UM ;..- .'.. I .-'.'.It� .".'.' , .. . .. ' � r 11 . .. : I � .�7-�'-"-+"�+_-+.+__'1_.- 71'1!'_.;I - ­ ­` . .. ,. ,'." M_I MECHANICAL f LOOR PLAN " .. I'll, . . ... . , ... : - . ... . - ...... . � I 11 , ... , - , . ....... . I .. ... IX-.-- .. * � I � . . .. I .... . . . + .. - . . . . ....... . I - . ... . - I . 1! """' , p - .. .. '_ .'..*'.-.' I- .". . � ��",7+�i*'_'l '. ",-- � .. I 11 . .' -0 11 , %. .. .� TILE 111111111111111 130ARD �" ­_ .1 ". " : ", ... ! I, I I :.... .. ". I ...' . �:. I :::: ....: ...-:: ..... X"-.- ,. " , ;. .... ... - :"'- �- __- ....... .. .. " .. .- LO . .. .. ::: +..:::: .: --- .... ............ M-2 MECHANICAL 5CHEDULf 5 AND DETAIL5 .. EXIT CALCULATION: MP-I MECHANICAL/PLUMBING 5PECIfICATION5 06 ____ - - .addIIIIIIIII11hi.. OCC. LOAD 500 OK LE55 = 2 Rf QUIRE[)EXIT PIP,113C 402.4.2- 1--- I �01/ . 11,11 KIGID 1111111 H MP-2 MECHANICAL/PLUMBING 5PECIf ICATION5 LU Lo 1 444/ 1 1 11 I 11 I I . -Z37- PLYWOOD 444/ - Xx TRAVEL D15TANCE TO THE MALL 15 LE55 THAN 75 FEET V/// IN5ULATION 111111 I MP-3 MECHANICAL/FLUM13ING 5FECIfICATION5 r)000 4# �_ N NORTH ARKOW INDICATOR � � 4-WAY ELEVATION TAG P_I PLUM13ING f LOCIR,PLAN LU i* i* It PROVIDED = 3 EXIT5 I < (-) . I XXAXX KEQUIKED EGRE55 WIDTH (49 X 0.1 5) =73 2451,(PROVIDED) < 1, Q- - 5TEEL METAL 5TUD � ­...'.... .�.......�. ,qqqqppp, :D (/') � WALL I . *.,. � � . . . . . . . I 11 (D DRAWING KEYNOTE TAG KE5TKOOM fIXTUKE COUNT: I (PKOVIDED) ELECTRICAL: -_ --A (n CV-) (O 6 E_I LIGHTING PLAN I < co I ALL FIN15HE5 COMPLY WITH FIRE U515TANCE RATING5 REQUIRf D FOR CORKIDOP\5 AND ROOM5. 5EE FINOH KEY FOR CD C.'e) 0 CN WALLTYPE TAG ? COLUMN GRID BUBBLE AND LINE E-2 POWER PLAN CN a- 0 1 FLAME 5PREAD AND 5MOKE DEVELOPMENT RATING5. C**-4 06,10 ll­�' E-3 5PECIAL 5Y5TEM5 PLAN Zt# = LU 0'�- E-4 ELECTKICAL 5CHEDULE5 AND DETAIL5 Cle Cl-f DOOR,TAG E-5 ELECTKICAL 5PECI f ICATION5 < 0 (D Ali-J.0. 5LA15 I ,_ ELEVATION HEIGHT TAG UJO =:) , FiNI5H NOTE TAG \�FELEV. 100-011 E_G Eff CTNCAL 5PECIf ICATION5 - I CY 11-- 0 r) (= . (-*,) Cl-f -- X 1.10.0.10'a . - -__ __ 1. ___ � � 0 (D ,.P- < ____ 0 (D .. - . I"'. "', :'.. :". ... .... I .. -+ .. .. .. X+..... . 11 .. .. . , .. . . '..'...... . I .. -- ii.- + .. . , .. . . � ' ,,, , , ' .. .. . .. :-:: : ' I -1 �� - � ""', - - 11 .*. ..."i., .. --X': �.'.-':� .. . , ': ,". . .. ; ... : . . . - -'� xi- = I " I -.-.-,,..: .. , "I", ::::: .1 . " � � ..", .1 : . "" .. .........: , ' *1 ..... .. ,. -. --- ­' " .: :: : :,::: - ": "; �.-: ..", ,-'....�q.: : .. . ,........ .. ..' .1 , ... ' : .. .. .. .. ..': KEV15ION TAG ' " : � .: ... . .. .. ' -1 - 11 .. ' ' .. -- -`. "" '.... . .. . : Ax .11 - .'+.?i . ' .' , ��"".-�!".`�: . , - , - I - _. '. - . I ... ­.. .. '. : ' ------% ... , _... . .+ .1 .. .. . ' .. I *­ . .. I I C/�) Z .. ­...', . . � ,. . . _ 00� ' .. :- :..:. - ' .1 .. .. .� :: ". .. . . . . �. - . . . . � i ..", :... ::::: .:. ;.,..::::,.-,. . . ' .I..... . . . " . .. . .+. . . 11 :11 ... ":, .1 , . .. ... " L . p .. .. . . . .."i" ""' i.,. ..... _. .. .": "..."I"...': \ ,Z' '.X'.-'.'.'-':" .1 ­-�." "'" -1 '. ' ... .. .. - S.". = T , .. _,".. . - ... ,1. ` "I .11, .. . .; .. .. ... .. . � .. .: .. , " .... .1 ... '. ."'.1 ':­­ . . ' ... ­: " " " . 11 I . .1 """ - . -1- . - .. . . . . . .. . .. .. .. , "' .:..7x..,..,.:.".",.:.....;;,�,�.'.,�.:�'... .: .. -""."." .: : *.""...' ­­­... ... . . .. - .. ... . �... ". 1.1--z' .,.-.- ..,, ... .. .. .1 1"..".....:".".,.-,�":"-""",.,..,. .. _.....,.... 11 ' .1....1....I .. 11" ....... .1111 .1: %,. .. ........... . ... ..------------ . ... ......?�.-::..... . . - ... ­­ -.--.-.,-,.. N I....-Z,.- .'..' ...' I ..� X '� I - -) (/,) DEMOLITION TAG PROJECT LOCATION C/ L I I DETAIL 13OX TAG � OWNER: ARCHITECT: < < AfF Above fini5hed f[30 furnl5hP,d by Othei-5 PIL Plate HELZ13EP\G DIAMOND5 H.C. KLOVEK ARCHITECT 3:: floor fl) floor Drain PLAM PIa5tIc Laminate X ACT Acol.15tlGal Ceiling Tile IFE fire ExtingU15hCr FLYWD Plywood I XI-XII CEILING MATEKIAL AND HEIGHT TAG I J 1 L325 5WIfT 10955 LOWELL AVE., 5UITE 700 3: 3i ACOU5T Acoi.)5tlCal FEC fire Extingi.115her*Cabinet PLUMB Plumbing I NORTH KAN5A5 CITY, MO G4 I I G OVEKLAND PAKK, K5 GG2 I 0 C/i ADJ Adjl.15tablC FFE furniture, fixture5 PNL Panel X T:6 I G.G27.143G T: 9 13.G49.6161 Lf') AHJ Authority Having JUrl5diction �Equipment ' I 00 P P\ Fair X XXXX -_ f: 81 G.G27.1495 F: 913.G49.1 275 LO ALUM Aluminum fIN f inl5h PREP Preparation ROOM NAME AND NUMBER,TAG CONTACT:TODD[30DEN5TAD CONTACT:JON WAYNICK 0*% AMB Air-moi5ture barrier f LUOK f luore5cent PREFIN Pre,fim5hed 00_0� %-111� PROJECT LOCATION ANC Anchor f LP\ floor FTD Painted X - I . ANOD Anodized FKP fiber�la55 Reinforced QT Qu�rry Tile 5ECTION CUT TAG PIa5tIC .....................I.-....... .. . '' " ........I..............­......... ............ ....-.........­­. -....�..... Architect(ural) QTY Quantity I.. . .. . . ...- '.'.+...............".+.-.-.,...-,.-......-,-,:W._'.' .... .'.. --- ..............I..... '....,_ ­+_�:��i�....:: I I 11 � . . - '' . ...' . li��;��i::."'-'�;,' ,­.­."'. ..."­:+::::::­.'" ."+" ' * ­""', .'.��.. ,...::. ARCH - �.. .... .. :k=' .... .., .......______._ �.`_-�.................. .........��o, ... . ' - ... - '.�" 1:.... ,+. . ...'...%+. !:,: .::.+,:--:_ .......,_­+* .]:::,�;::::-,+.:.-..'-'. ­­: - ..._...._.'_._......._......' .......:.:.:.::' . :.::.".:.:::::;�.:.:.:,:.:,.�.:.:.:.. ................. � . : ;-.: I _ . , ­....­......xv, %_.­.'.­'..­.. :' '-:':­ -.'.'1'.---:­­ � _::*:::::::X. ',-.*�!::. ... . , � I .'_ ----%,­-........'.. �. - ..­....,.,........... ­..... , - ­­­ _: .. .... 1+ ..�'.­: . + I ­.... .1"..."....' ­...... ..... . . I .1 - ,:,::+: . 11.1 , : :::- . I . '-%'i:�..'.:�:.:.-�..::�;.,.:.,..V. . .... ... .......' .. .11 I I I .'"' - . 11 . . .J."':.-�'.". I... , .'. `� - . ., ._+1�-:'0:*::i:�:::::X.:. . . X )i :� ,� ..:.::: , - .. " .j:�:�:���+�ii��:i����:�i����i����:�;i.:. .. .. f P\T fire Ketardant Treated DETAIL CIRCLE TAG .1 I I� I !�I' �. I . �­ . I .11 �:;�- I .11 : 11 I .." LANDLORD: MECHANICAL, PLUMBING, ELECTRICAL: . I '...1. I I . .' ..' ' .11, .: ' ' .. , I I ­_: I I .. ' .... A55Y A55CMbly RA Return Air . .. �� .11 ' . I . . . . .. . I I I .+:i:::++.+::.'.*.++.,++.,�:.+,-.,�-.'.�:.,.,.*."".�l:;.... , 12007.052 � . . *�'."'*" ,. I _. ; I I'll. ... ...,:,::�...:��.-..i..'�..�-,.,:��-..*..: ,�.: ., , '' '* ..' .:.... .. ,::. . I ' I�� " .1 .11 ' - ,:­. .,.+"""*,::+,+++,.:::......,:,..,.",..*.�-":, a I . I- . ,:..: - . , . .1 I I ............'........... I .. :-­.. I i ,I , :. :'nl, ) I i .: . . I I . I 11 1. .1.111. , F5 floor 5ink qqqiww ELEVATION TAG :: . 1..'' - I ."r: :.:,:.-%`.` I 1. _'.. ., ,.�:.'. I 1. 11 I., ...............- .. �% . -I : I,.:. .. 1. � I . ,��. . .1 .:,.-::! ':' I I :.:: U.- - .. + I -+ ____ �..'... .1 . �:' . . I I ....P...... :. + .�:. - .+.I..1. ..I � -� - - I I I . . I +��� I— : 7'�- I ,, ........... I I: I I . .. . 1. . . . "'.". -.ol�-JtJ - ;.�4'.";C: I 1. . I - _.... ... I I + . , - . ... ... I * I I -11 .I .. 1. I . I 11 .. . I 11 I ......I . 11 , ...' *,!. -,- � �. . � - I � ; +. . . . , -i�:::i.:­--+j.�-:� I - I I hENDER50N ENGINEEK5, INC . I.. , .: :' , ' - -'1� ..-,,-,.,,,--'.--':+-� � 51) Board RAD R'adIu5 k / I I .,".:.� , ��� ; -"i ., ..: I :.."w'ijr_-_ THE MACER.ICH COMPANY I . ", :, . � ::. , . I I.... , - 1. - ... .1 .'.. . ................-11-11.-," . I ...-, . . ..- .I ..:,+:: .-..�.!.,-,-.-.-.%...�,�................... � . . ..I.., I I I I . I ��:-'.-'.F-..--'.-.-.' 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ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LOCAL LAW5, CODE5 AND REGULATIONS OF ALL r CERTIFICATE OF OCCUPANCY. GC IS AL50 TO PROVIDE A TYPE-WRITTEN L15T OF NAMES,ADDRE55E5 AND PHONE AUTHORITIE5 HAVING JURISDICTION. IN CA5E OF CONFLICT BETWEEN REQUIREMENTS,THE M05T RE5TRICTIVE N c9 BR A B A MATERIAL 1 SHALL APPLY. NUM E 5 OF ALL SU CONTRACTORS AND M TER L SUPPL ERS. 2. THE CONTRACTOR 5HALL BE RE5PON51BLE FOR HAVING THE ENTIRE STORE CLEANED TO THE 5AT15FACTION OF Y THE OWNEK5 REPRE5ENTATIVE AT THE TIME OF CARPET,5HOWCA5E AND FURNITURE IN5TALLATION AND AT 2. BIDDING CONTRACTORS SHALL VISIT THE JOBSITE AND VERIFY ALL FIELD CONDITIONS A5 NECESSARY TO . COMPLETE THE WORK AND COMPARE TO APPLICABLE CONSTRUCTION DOCUMENTS. REPORT DISCREPANCIES OC N TURNOVER. BETWEEN FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS TO OWNEK5 UPRE5ENTATIVE PRIOR TO Q O i PRIOR TO THE STORE OPENING CONTRACTOR IS TO ARRANGE FOR A NEER CERTIFIED INDEPENDENT BALANACING 3 I SUBMITTING BID. FAILURE TO REPORT DISCREPANCIES DOES NOT RELIEVE CONTRACTOR OF THE RESPONS BILITY T A H M A 13ALANCING REPORT E D CONTRACTOR TO BA N CE THE HVAC 5 TE AND PROVIDE COPY F THE B CNG RE OR 0 THE OWN R5 C R LA YS 0 CO 0 LAN I HCON5TRUCTIONDOCUM NTS AND SHALL NOT SULT N TO PROVIDE FINISHED PRODUCT TO THE INTENT OFT THE E RE z REPRESENTATIVE THE MALL MANAGER IN A FORMAT ACCEPTABLE TO THE MALL. B ADDITIONAL TIME OR COMPENSATION OR REVISE THE E5TABLI5HED CONTRACT AMOUNTS. �. 4. IF REQ'D BY LANDLORD,THE CONTRACTOR SHALL SECURE ANY NECESSARY APPROVALS FOR STORE SPRINKLER SYSTEM 3. THE CONTRACTOR SHALL ADHERE TO THE CON5TKUCTION DOCUMENTS. SHOULD ANY ERROR OR INCONSISTENCY • A I REQ D BY LANDLORDS INSURANCE C RR ER. APPEAR REGARDING THE MEANING OR INTENT OF THE CONSTRUCTION DOCUMENTS THE CONTRACTOR 5HALL W Lo r IMMEDIATELY REPORT SAME TO THE ARCHITECT WHO WILL MAKE ANY NECESSARY CLARIFICATION, OR REVISIONSO cV 5. CONTRACTOR TO TURN OVER ALL KEYS TO THE OWNERS REPRESENTATIVE AND MARK EACH KEY FOR T IDENTIFICATION A5 REQUIRED. G. THE CONTRACTOR 5HALL 5ET ALL TIME CLOCKS,THERMOSTATS, ETC. PER THE REQUIREMENTS OF THE OWNER'S 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL CONSTRUCTION AND DEVELOPMENT RELATED FEES, INCLUDING, O BUT NOT LIMITED TO: CON5TRUCTION PERMIT FEE5, SEWER AND WATER TAP FEES, ENVIRONMENTAL IMPACT FEES, I �j REPRESENTATIVE. LJJ T ETC. THE SELECTED QUALIFIED BIDDER WILL BE REQUIRED TO PROVIDE A COMPLETE LINE-ITEM LIST OF ALL FEES > II.- o) 7. THE CONTRACTOR 5HALL EXPLAIN THE OPERATION OF ALL MECHANICAL 5Y5TEM5 TO THE OWNEK5 INCLUDED IN BID BA5ED ON APPROPRIATE 5CHEDULE5. REPRESENTATIVE AND PROVIDE COPIE5 OF OPERATION, MAINTENANCE AND WARRANTY MANUAL5. (n 5. CONTRACTOR AND H15 SUBCONTRACTORS AND AGENTS SHALL HOLD ALL APPLICABLE AND REQUIRED LICENSES 0 8. GC SHALL SUBMIT ONE COMPLETE SET OF REPRODUCIBLE DRAWINGS INDICATING ALL DISCREPENCIES CHANGES FOR THE JURISDICTION WHERE THE WORK WILL BE PERFORMED. LW .- Z) 00 ETC. �ACTUAL LOCATIONS OF CONCEALED WORK(I.E.: UNDERGROUND CONDUIT)TO THE OWNERS T G. CONTRACTOR AND HIS AGENTS SHALL AQUATINT THEMSELVES WITH ALL LANDLORD/DEVELOPER REQUIREMENTS Z i o0 REPRESENTATIVE. THE GC SHALL ALSO SUBMIT A PHOTOCOPY OF THE ACTUAL PANEL DIAGRAM. W , AND SHALL COMPLY FULLY WITH SUCH. 0) 9. THE GENERAL CONTRACTOR AND ALL 5UBCONTRACTOR5 5HALL WARRANTY THE WORK FOR A PERIOD OF ONE YEAR Q d' 7. TO ENSURE COORDINATION BETWEEN D15CIPLINES CONTRACTOR SHALL SUPPLY EACH SUBCONTRACTOR OR c� FROM THE DATE OF FINAL ACCEPTANCE BY TENANT OF FINI5HED WORK. T E E -J CO AGENT WITH A FULL SET OF CONSTRUCTION DOCUMEN S FOR THEIR US J 10. THE GENERAL CONTRACTOR 5HALL INSTALL NEW FILTERS IN THE HVAC UNIT5 ONE WEEK PRIOR TO TURNOVER OF W 0) 5. MAINTAIN SAFE EXITING AND APPROPRIATE FIRE PREVENTION PROCEDURE5 AT ALL TIMES DURING THE THE PROJECT. .. CONSTRUCTION PROCESS. O J 9. ALL WORK LISTED, SHOWN OR IMPLIED IN THE CONSTRUCTION DOCUMENTS SHALL BE 5UPPLIED AND INSTALLED BY LO THE CONTRACTOR EXCEPT WHERE OTHERWISE NOTED. THE CONTRACTOR SHALL CLOSELY COORDINATE HIS WORK 0) A OTHER T AND E D T A THAT A HEDULE5 ARE MET AND THAT ALL 0 WITH THAT OF 0 ER CONTRAC OR5 N V N ORS 0 55URE ALL 5C WORK 15 DONE IN CONFORMANCE WITH THE MANUFACTURERS REQUIKEMENT5. r 10. CONTRACTOR 5HALL PROTECT THE EXI5TING CON5TRUCTION AND REPAIR ANY DAMAGE OCCURRING A5 A RESULT REMODEL NOTE5• OF THEIR OPERATION5 AT NO C05T TO THE TENANT OR LANDLORD. CONTRACTOR 5HALL AL50 ENSURE THAT THEIR OPERATIONS DO NOT INTERFERE WITH THE OPERATION OF THE REMAINDER OF THE DEVELOPMENT/MALL. THIS DRAWING hos been prepared by the Architect, or prepared under his direct supervision as on instrument I. IT SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FULLY EXAMINE THE TENANT SPACE, BARRIERS TO N015E, DUST AND SECURITY BETWEEN CONSTRUCTION AREAS AND PUBLIC AREAS SHALL BE of service and is intended for use any on this project. All in if' i n i n ' n includingh ALL EXISTING 5TKUCTURE5 AND ALL OTHER EXISTING STRUCTURE ON THE PROJECT 51TE BEFORE COMMENCING ERECTED, MAINTAINED AND REMOVED PER THE DEVELOPMENT CRITERIA BY THE CONTRACTOR. Draw % S ec coto s, dens and des.g s, the rlll ppfrmarrangement, n m ��n fspp� ave o 0 out, o , and co os t o o es THE WORK. GENERAL CONTRACTOR 5HALL VERIFY ALL DIMEN51ON5(VERTICAL, HORIZONTAL t OTHEKWI5Q,A5 and elements portrayed, onstitute the orginol, unpubilshed WELL A5 TO VERIFY THE CONDITION AND NATURE OF THE TENANT CON5TRUCTION, MATERIALS, AND AVAILABLE 1 1. CONTRACTOR 5HALL PROVIDE ADEQUATE PROTECTION OF WORK, MATERIALS, FIXTURES, ETC. FROM L055, Work of the Architect. Any reproduction, use,or disclosure of DAMAGE, FIRE,THEFT, ETC. the information contained herein without the written consent Y ( h hi i strictly � UTILITIES AND STRUCTURAL ELEMENTS AND TO NOTIFY THE OWNERS REPRESENTATIVE, N WRITING,OF AN AND o the Architect s st�cty ALL DISCREPANCIES BETWEEN THE SAID EXISTING CONDITIONS AND THE5E DRAWING5. FURTHER, IT SHALL BE 12. NO CLAIMS FOR ADDITIONAL COMPENSATION AND/OR TIME SHALL BE MADE OR CONSIDERED VALID UNLESS © 2013 H.C.KLOVER ARCHITECT THE JOINT RE5PON51BILITY OF THE GENERAL CONTRACTOR AND ALL 5U5CONTRACTOR5 AND SUPPLIERS OF WRITTEN NOTIFICATION IS RECEIVED BY THE OWNER'S REPRESENTATIVE AND THE ADDITIONAL COMPENSATION THE ARCHITECT DISCWfr1S res nsibility for the existing building i conditions, i i MATERIAL5 TO SECURE ALL NECE55ARY ADAPTATIONS TO 5AME A5 REQUIRED FOR THEIR RE5PECTIVE WORK THE site conal t ons,ex sung construction elements,or any AND/OR TIME IS APPROVED IN ADVANCE OF PROCEEDING WITH HE WORK. documents,drawings or other instruments t►sed for an pari of this PRIOR TO ORDERING, FABRICATION OR INSTALLATION OF ANY MATERIAL5, EQUIPMENT OR COMPONENTS WHICH Project which do not bear the Architects seal. Tie Architects ARE TO BE INTEGRATED INTO THE WORK OF THI5 PROJECT. NO CLAIMS FOR ADDITIONAL COMPENSATION 13. CONTRACTOR SHALL VERIFY AND PROVIDE ALL UTILITY CONNECTION5(PLUMBING, ELECTRICAL, GAS, ETC. IN THE services are undertaken" in the interest 0 the Project Owner. No SHALL BE MADE OR SHALL BE VALID UNLESS WRITTEN NOTIFICATION IS RECEIVED BY THE OWNERS FORM OF 5UPPLY AND DRAIN PIPES, CONDUIT AND PULLING WIRE5, ETC.)RELATED TO EQUIPMENT AND obligation is assumed 4 the Architect for tN beneld of any other entity. RELATED DOCUMENTS: This Drawing a is single component of on 9 Pa P E E TATI AND E ADDITIONALP ATI I APPROVED ADVANCE F PROCEEDING WITH THE APPLIANCES. int roled set of Construction Documents. General and Su mento RE R 5 N VE N H COM ENS ONS ROV N V C O pple e9 ry WO Conditions of the Contract General Requirements, •ficotions and �` 14. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, PATCHING AND FITTING NECESSARY TO ACHIEVE THE other Drawings may affect the Work described. Failure to review and integrate nintent i Construction n INTENT OF THE CONSTRUCTION DOCUMENTS leg ale the desg al the whole o the Const uclo Documents 2. THE CONTRACTOR 15 RE5PON5113LE FOR MAKING THE EXI5TING SALES CA5E5 MOVABLE BY INSTALLING THE does not relieve the Contractor from providing a complete Project. CASES ON G.C. PROVIDED CASTERS AND THE CA5E5 WILL THEN BE REARRANGED PER THE OWNER'S DIRECTION. 15. NEW WORK AT EXISTING CONDITIONS SHALL ALIGN WITH AND MATCH EXISTING WORK EXCEPT WHERE OTHERWI5E COMPLY WITH d lows,codes,ordinonces and regulations with authorities having jurisdict'an and with requirements of the Landlord,d a���'cable. DIMENSIONED OR DETAILED. not slarl Work until all and and required approvals are obtained. THE CA5E5 ARE MOVABLE TOA LOW THE CA5E5 TO BE MOVED TO HD5 TEMPORARY SPACE. Do s L P� eQ PfN 16. CONTRACTOR 5HALL NEVER SCALE DRAWINGS. LOCATIONS FOR ALL PARTITIONS,WALLS, CEILINGS, ETC. WILL BE VERIFY ACTUAL CONDITIONS and dimensions prior to construction. 3. THE STORE 15 TO BE CONSTRUCTED IN ONE PHASE AND NOT IN D15TINCT 5ECTION5. A5 5UCH THE HOUR5 OF Commencement 0 work constitutes verification and acceptance of all ' DETERMINED BY DIMENSIONS ON THE DRAWINGS. ANY AREA OF THE PLANS MISSING REQUIRED DIMENSIONS MU5T existing conditions. AppTicobon of a material oreq u���ment item to Work i t i r m i WORK SHALL INCLUDE THOSE OUTSIDE NORMAL MALL STORE HOURS FOR DEMOLITION,STRUCTURAL, SHEET nstaled by others const lutes acceptance of that Wo k,and ossu pion BE REPORTED TO THE ARCHITECT IMMEDIATELY. f responsibility o ROCK CEILINGS AND OTHER WORK WHICH CANNOT BE PERFORMED DURING 5TORE/MALL OPERATIONS. oP y la satisfactory installation. 17. DIMENSIONS ARE TO FACE OF FINISHED MATERIAL UNLESS NOTED OTHERWISE. DNEWA6 SHOWN are to(rush face al a moterid unless otherwise inkoled. DO NOT r SG4.E�owirgs udess olhawi�kid4. THE CONTRACTOR 5HALL PROVIDE FOR DAILY CLEANUP AND CONTINUOUS HOUSE CLEANING AND TRASH 18. CONTRACTOR SHALL COORDINATE THE DELIVERY AND STORAGE OF EQUIPMENT WITH EQUIPMENT 5UPPLIER AND W81 a dunensa�a REMOVAL. THI5 WILL BE STRICTLY ENFORCED AND IN NO WAY COMPROMISED. COORDINATE TRA5H REMOVAL TAKE MEASURES TO ENSURE THE PROTECTION OF EQUIPMENT FROM DAMAGE DURING THE CONSTRUCTION PHASEp f 0 e C t t I t e AND DUMP5TER PLACEMENT WITH MALL OPERATIONS MANAGER. J PRIOR TO AND AFTER EQUIPMENT INSTALLATION. 5. CONTRACTOR TO REPLACE FILTER5 ON HVAC UNIT AT COMPLETION OF PROJECT. TENANT5 GENERAL 19. CONTRACTOR 5HALL VERIFY ALL EXISTING UTILITIES IN THE FIELD AND PROVIDE ADDITIONAL UTILITY SERVICE AS _�o CONTRACTOR MUST HIRE THE LANDLORD5 ROOFING CONTRACTOR FOR ALL ROOF REPAIR AND FINISHING OF REQUIRED TO MEET THE SCOPE AND INTENT OF THE WORK. `O PENETRATIONS AND EQUIPMENT CURBSPR0VIDE AIR BALANCE REPORT TO MALL OPERATIONS MANAGER. 0.6 20. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION START. ANY AND ALL LOSSES OF G. THE OWNER 5HALL PROVIDE STORE SECURTY 5 REQUIRED.A I ! A I D. BU51NF55 TO THE LANDLORD, DEVELOPER OR OTHER PARTY RE5ULTING FROM DAMAGE CAUSED BY CONTRACTOR W `n OPERATIONS 5HALL BE THE RE5PON5113ILITY OF THE CONTRACTOR. ANY UTILITIES DAMAGED DURING TCONTRACTOR1S ESPONSIBLE FO THE REMOVAL AND PROPER DISPOSAL OF ALL CASES SHELVING CONSTRUCTION SHALL BE REPAIRED/REPLACED IMMEDIATELY AT THE 50LE EXPEN5E OF THE CONTRACTOR. w 7 HE R R > U STOREFRONT CLOSURE, LIGHTS, ETC.WHICH ARE NOT TO BE REUSED OR INSTALLED IN THE PROJECT. NO P I FT IRE TOPS A5 RE 'D BY GOVERNING CODES AND JURI5DICTION5. NEW < 2 f. CONTRACTOR 5HALL ROV DE DRA /F S Q EXISTING CON5TRUCTION OR EQUIPMENT 15 TO BE REU5ED UNLE55 EXPRESSLY INDICATED A5 5UCH. AND EXISTING PENETRATION5 IN FIRE-RATED PARTITIONS OR DRAFT 5TOP5 SHALL BE PROTECTED BY A SYSTEM � ` I I AGENCY.LISTED BY A RECOGNIZED TEST NG GE CY. co C 8. ALL SHOWCASES AND TRADE FIXTURES 5HALL BE DESTROYED PRIOR TO DISPOSAL TO ELIMINATE THE co Q POTENTIAL FOR RESALE OR REU5E BY OTHER PARTIES. THE DEMOLITION CONTRACTOR MU5T NOT CONSIDER 22. PROVIDE FIRE EXTINGUISHERS PER APPLICABLE CODES. VERIFY FINAL LOCATION WITH A.H.J. ® N O THE SALVAGE VALUE OF THE FIXTURES AND SHOWCASES DURING THE BIDDING PROCESS. 23, CONTRACTOR 5HALL COORDINATE WORK THAT AFFECTS THE ROOF WITH THE LANDLORD AND, IF REQUIRED BY THE � LANDLORD, CONTRACT WITH THE SHELL ROOFING SUBCONTRACTOR TO PERFORM ALL WORK OF PENETRATING THE w o� . CONTRACTOR REQUIRED TO REMOVE 5ECURITY EQUIPMENT AND RETURN TO THE HELZBERG GENERAL OFFICE. � 9 , A A A THE R F AND PATCHING SEALING OF SUCH PENETRATIONS DURING AND ROOF FOR ANY AND ALL ITEMS ADDED ON 00 J Q UNLE55 OTHERWISE INSTRUCTED BY HELZBERG CONSTRUCTION MANAGER. AFTER EQUIPMENT INSTALLATION. 0 O �---- a o 0 5HALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE cn � 24. CONTRACTOR AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR 5PACE I5 PROVIDED A5 REQUIRED TO O (D 0Z Q 0 ENSURE EASE OF INSTALLATION. 25. CONTRACTOR SHALL COORDINATE H15 WORK WITH ALL OTHER CONTRACTORS AND VENDORS FURNISHING LABOR, MATERIALS, ETC. ON THE PROJECT TO ENSURE THE WORK A5 A WHOLE SHALL BE EXECUTED AND COMPLETED Z WITHOUT CONFLICT OR DELAY. 2G. CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF ANY AND ALL DRAWINGS INCLUDING ARCHITECTURAL, MECHANICAL, ELECTRICAL, MILLWORK(CABINET)5KETCHE5/DETAIL5. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO EXECUTION OF WORK. 27. NO CONSTRUCTION MATERIAL OR DEBRIS SHALL BE PLACED IN ANY OF THE LANDLORDS TRASH RECEPTACLES OR vi COMPACTORS AT ANY TIME. THE CONTRACTOR SHALL ARRANGE FOR A TRA5H DUMF5TEK, 51ZE AND LOCATION CIO . COORDINATE DUMP5TER OF WHICH IS SUBJECT TO LANDLORDS APPROVAL, FOR THE REMOVE OF REFUSELO o� PLAN: PLACEMENT WITH LANDLORD/DEVELOPER. MALL I LAN' 28. CONTRACTOR TO VERIFY THAT EQUIPMENT HA5 APPROPRIATE CLEARANCES DURING INSTALLATION INCLUDING MAINTENANCE CLEARANCES; VERIFY TH05E WHICH INVOLVE CONFLICTING UTILITIES. p r o j e C t n U m b e r 29. PROVIDE AND INSTALL ALL NECESSARY INWALL FRAMING REQUIRED TO CARRY SHELF, HANGING, AND VALANCE 12007.052 LOADS, RAILINGS, ETC. A5 PER PLANS., d r a w i n g i s s u g n c e B TH WA IVI ':{ A E T EQUIPMENT, 00 S LLS • 30. PROVIDE SILICONE SEALANT AT ALL JOINTS AND INTERFACES OF ALL COUNT R OPS, , LANDLORD/PERMIT/BID SET 01.09.12012 .... a f ry; �C. r AE I ACCORDANCE WITH THE drawingrevisions 31. ALL JOINTS AND OTHER OPENINGS IN THE BUILDING ENVELOPE 5HALL BE 5E L D N CCOR G W BUILDING CODE AND ENERGY CODE. No. Description: Date: x y..,r..: � `y'k. �: tri...::. • 32 ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE PRESSURE TREATED, MOISTURE RESISTANT WOOD. J, 33. ALL WOOD TRIM OR OTHER PREFINI5HED TRIM ITEM5 SHALL BE CUT TO FIT AND RAW, EXPOSED SURFACES 5HALL i56' Q.SGi6:4Y.:• BE FINISHED TO MATCH ADJACENT FINISH MATERIAL5. s � r 34. CONTRACTOR 5HALL PROVIDE WOOD BLOCKING, BRACING AND NAILER5 A5 REQ'D FOR MILLWORK, EQUIPMENT, � .:. s SHELVING ETC. COORDINATE WITH TENANT. t€ f is r 35 GC TO PROVIDE 5%ADDITIONAL 5TOCK OF FINISH MATERIALS OR A5 AGREED TO BY THE CONSTRUCTION MANAGER. rr0000 maummog: ,. w RED, SA DED,TRE TED, AN ALL SURFACES WHICH ARE INDICATED TO BE FINISHED OR PAINTED SHALL BE PREPA N A D PRIMED IN STRICT ACCORDANCE WITH COMMERCIAL QUALITY STANDARDS, AND IN STRICT ACCORDANCE WITH FINISH _. ;l MATERIAL MANUFACTURER'S IN5TRUCTION5. r 37. ALL FINISH SURFACES PENETRATED SUCH AS CEILING TILES AND MILLWORK COUNTERS FOR ANY REASON MUST p r o f e s s i o n a I S e a ..::j A A M P E p�p5 HAVE N ASSOCI TED GROMMET APPROVED FOR THAT US PAW.; 38. PROVIDE OCCUPANCY SIGN IN A CONSPICUOUS LOCATION IN ACCORDANCE WITH STATE LOCAL CODES. DE51GN S . s TO BE APPROVED BY ARCHITECT . f; C. LO y - 39. APPLICATION OF MATERIAL OR EQUIPMENT INSTALLED BY OTHERS CONSTITUTES ACCEPTANCE OF THAT WORK,ANDHENRY ASSUMPTION OF THE RESPONSIBILITY FOR SATISFACTORY INSTALLATION AND PERFORMANCE. c/ 'v 1✓riv f, #6�-aT.:G._: f ,i 5 i: yy r r::.. .. d •• H .- - ::; 40. CONTRACTOR 5HALL PROVIDE ALL NECESSARY BRACING TO STRUCTURE FOR INTERIOR PARTITIONS,SOFFITS, D PARKs KS ���` ,rr rrarf�ion w iu f•.:r � .: r , CEUNG5, PIATFORM5, ETC. WHETHER SHOWN ON THE DRAWINGS OR NOT. � R 41. EXISTING UTILITIE5 ARE 5HOWN GENERICALLY AND HAVE NOT BEEN 5PECIFICALLY VERIFIED BY THE OWNER OR THE OWNER'5 REPRE5ENTATIVE. THE CONTRACTOR 5HALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIE5 OF A. BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT f.. .r ..r• f F OCCUR BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. 42. OWNER 5HALL PROVIDE THE SCHEDULED PRE-FINISHED MILLWORK TRIM AS DESCRIBED AND DETAILED. THE d r a w 1 n g t i t I e CONTRACTOR 5HALL BE SOLELY RE5PON51BLE TO RECEIVE, CHECK AND CONFIRM THE MILLWORKS ARRIVAL IN IMMEDIATELY F AN PROJECT INFORMATION GOOD CONDITION, AND IN SUFFICIENT QUANTITY AND SHALL NOTIFY OWNER MMED TELY 0 Y GENERAL PR J D BY THE CONTRACTOR INA FIRST HELZBERG DIAMONDS N DISCPREPENCIES. ALL PIECES ARE SENT UNASSEMBLED AND SHALL BE INSTALLS C RA R LEVEL I CLA55 MANNER WITH A MINIMUM NUMBER OF JOINT5 P0551BLE. COPE ALL RETUKN5, MITER ALL CORNEA5 AND drawing num b e r 5PACE#5G 57 USE SCARF JOINTS FOR END TO END JOINTING, NO BUTT JOINTS. REFINISH ALL CUTS AND DAMAGED ARES 5 REQUIRED. ARF- 43. UPON COMPLETION OF WORK, G.C. MUST SUBMIT ONE 5ET OF"A5-BUILT"REPRODUCIBLE DOCUMENTS FOR THE LANDLORD'S RECORDS. U U z FURNISH INSTAL NOTE: NOT ALL NOTE:THIS IS A MASTER LIST AND REf ERENCE KEYNOTE5 USED DEMOLITION NOTES : X _: :_ w.. w :1K? o NOT ALL KEYNOTES WILL BE USED z z o zCD r 0 1 U FUR,dISH N�TALt r zQ o z DESCRIPTION Q `� w U z w Z w z z z N z �S rn DESCRIPTION ,� Q o Q o ,L� cnz oz o EX151TING LEASELINE,VERIFY EXACT LOCATION U L z z 7 w w :2S,I- C.r 2 REMOVE EXISTING FINISHES STOREFRONT AND SIGN BAND UP TO EXISTING BULKHEAD ® � m . <• 4 REMOVE EXISTING SLIDING GRILLE ■ NOTES: 9.5 E 5P CI ICATIO S DIVISION I � '- 24"O.C. j 5 REMOVE EXISTING DOOR ■ r 1. G.C. IS RESPONSIBLE FOR INSTALLING Q p 6 REMOVE EXISTING INTERIOR PARTITION ® ---- BARRICADE. CL 2 7 %REMOVE ALL EX15TING FLOOR,MATERIALS(TILE,CARPET, ETC.)-PREPARE 5URfACE5 TO RECEIVE NEW FINISHES 0 2.0 ITE WORK 8 REMOVE ALL EXISTING CEILING MATERIALS LIGHT FIXTURES WIRE AND CONDUIT BACK TO PANEL ■ ■ EE SPECIFICATIONS DIVISION 2�DEMOLITION NOTES p 9 REMOVE AND DISPOSE OF ALL REMAINING DISPLAY CASES AND COUNTERTOPS. G.C.T 2. BARRICADE MUST BE INSTALLED PRIOR z 0 COORD.WITH H.D.S.CASES TO BE RELOCATED 0 A R T TEMP SPACE. ® ■ TO ANY WORK BEGINNING WITHIN THE g 10 REMOVE ALL EXISTING RESTROOM FIXTURE5 HOT WATER HEATER-CAP ALL REMAINING PIPE5 AS REQUIRED BY CODE ■ 11 3.0 CONCRETE CC I I EXISTING DEMISING WA T A LEASED PREMISES. PROTECT EXPOSED LL 0 REMAIN B BI I A ■ 3.I PATCH CONCRETE SLA PLUMBING, ELECTR C L W � MALL FLOOR TILE W MA5KING TAPE OR MECHANICAL A5 UQ'D/ 9.2 1` 13 EXISTING NEUTRAL PIER TO BE REMOVED ■ 6.4 EQUAL PRIOR TO LAYING PLYWOOD p r 14 REMOVE ALL EXISTING DUCTWORK AND MAIN TRUNK UNLE55 OTHERWISE NOTED RE: MECHANICAL DWGS ■ ® FLOORING. GC 15 RESPONSIBLE TO LU • I r- 4.0 MASONRY � 5 REMOVE ALL EXI5TI NG ELECTRIC PA MELS�SYSTEM UNL ESS OTHERW(5 NOTED(RE: EL A E ECTRIC L DWGS _ � .� REPAIR ANY DAMAGE CAUSED TO MALL � .1 ATC +�REPAIR ANY DAMAGE TO MALL TILE OR WALL _ _ __- ' : o tet' 17 CONSTRUCTION BARRICADE-VERfY W/MALL MANAGEMENT THAT THtS$ARRICADE DETAIL PROVIDED 15 ACCEPTABLE ® OR ADJOINING TENANT FINl5HE5. A ONRY A Q' o O r , W I I w p - 1_ 0) 9 EX I ST NG COLUMN TO REMAINA B AND PR ■ E PROTECTED META L5 5.0 MET LS I II I �� nc 20 - AI - I IFIELDiii _ ,sir€ I I I C TO M GC TO VE FY N NEW PAIR 3 0x6 8 LOCKABLE DO - ST NG STRU TURF REMAIN R ORS FOR ACCESS TO A ■ � SP CE VERIFY EXACT LOCATION WITH MALL ,�, � II U3 21 G.C.TO IN5TALL TENANT PROVIDED GRAPHICS TO BARRICADE DURING CONSTRUCTION-COORDINATE W/TENANT. ■ fA „ „ 5.2 115/8 5TRUCT RAL 5TEEL METAL STUD iii fit: 6.1 I C CHANNEL PLATE o� 5.3 STRUCTURAL 5TEEL METAL STUD Ali! Mil[ 22 EXISTING DEMISING WALL TO BE REMOVED ■ 8.0. HEADER '.'. W r 23 EXISTING 5TORERONT 5TRUCTURE TO BE REMOVED. ■ SECURED TO PLYWOOD 5.4 TYLMARJC DIVIDER#120064 ® _ op 8'-4"A.F.F. 7.2 5. 1 5/8"COLD ROLLED CHANNEL ___-- _--- Vii. z r > REPAIR ALL ADJACENT SURFACES INCLUDING THE NEUTRAL PIERS AND MALL SOFFIT WHICH MAY BECOME DAMAGED DURING DEMOLITION AND/OR CONSTRUCTION. ■ 0.1 5.6 314"W x 1/2�`'D x 9 "L f3RU5HED ALUM.REVEAL ® >< �i W o0 O 5.7 I/8' ALUMN. EDGING ANGLE .___ ...-_--- _..--- - - _- -. -- fit: 9.10111 .8 TYLMAR J-MOLD#12004 I ®: Q > GENERAL CONTRACTOR IS TO FIELD VERIFY REQUIRED DEMOLITION. DEMOLITION RESPONSIBILITIES ARE NOT NECESSARILY LIMITED TO TH05E LISTED ABOVE. ■ I 5.9 TYLMARK 13 °COLUMN TRIM#120066 20 0.1 5.10 TY ARK W LLMAKKER HEAD 110360 - > i r -J r > CONTRACTOR TO COMPLY W/REMODEL INSTRUCTIONS ON G 100 BEFORE ANY DEMOLITION OF EXISTING SPACE. REMODEL NOTE5 TAKE PRECEDENT OVER DEMOLITION NOTE5 WHEN CONFLICTING. ■ >* a . „U ° 5.11 TYLMA.K ALLMAKKER 51LL AND ANCHOR,#1 10451 lMfi W Q 5.12 TYLMAR 90 COLUMN TRIM#120___ > REMOVE OR INSTALL MALL FLOOR TILE A5 REQ, TILE TO BE OBTAINED FROM OR APPROVED BY LANDLORD PRIOR TO INSTALL. ■ ► 5.13 LUMIN M TRANSPARENCY FRAME. - _ Oo Q- 5. 4 S M K CAM LOCK T P AND BOTTOM#510199 0 '> > G.C. TO VERIFY ON 51TE REQUIREMENTS FOR PROVIDING FLUSH TRANSITION BETWEEN TENANT MALL TILE REFLECT IN BID ■ ■ 5.15 114_1/6 DIVIDER. _ _ . -__ irri LO 5.16 CHLUTER STRIP RENOU-V 5.17 CChLTJTER STjP RENOU-U DEMOLITION NOTE5 DOOR HEAD DETAIL BARRICADE DETAIL 5.18 DOUBLE"C"J015T HEAD 4X 12 GA. �- 19 CHLUTER.STRIP RENO-TK - �i SCALE: NTS SCALE: 3"=1'-0" SCALE: 1/4"=1'-0" 6.0 ARPENTKY 6.I FIRS 715 TED WOOD BLOCKING THIS DRAWING hos been prepared by the Architect, or 3 4" I T ATED PLYWOOD - -_- -- I prepored under his direct supervision os an instrument -- ---- - - of service and is intended for use onlyon this ro'ect. All 6.3 2x WOOD B KING FOR EXISTING CASE ROLLING_ _ _ _ €: •p d• Drowin s, S ecificaGons, ideas and designs, including the 55EMBLY. TI ALL A5T01�ASSEMBLIES INA SINGLE _ _ overall�oyouP form, arrangement, and composition of spoces CASE RUN GET ER FOR LATERAL STIFFN S_. - >'€ and elements portrayed, constitute the orrgmal unpublished 6.4 2x FIRE TREATED DOUBLE STUD FIEADER Work of the Architect. Any reproduction, use, or disclosure of MALL CONCOURSE NOTE: G. /4' DWD. FRAME W/ 1/2"x I-112' 5TOP AI NT TO MATCH _ the information contoined herein without the written consent 20 _- -- :::;:;; of the Architect is strictly prohibited. 1. DO NOT ABANDON ANY UTILITIE5 OR ADJACENT SRF CE _ _ _ •_.>>: y p MATERIAI-5 WITHIN LEASE SPACE. REMOVE 6.6 1/2'x1 1/2"HARD WOOD MOULDING - (9 2013 H.C.KLOVERARCHITECi o 17 o BACK TO SOURCE. 1 I x4 WOOD TRIM PIECE THE ARCHITECT DISCLAIMS responsibility for the existing building G. 1 1/2" I TREATED PLYWOOD W/NON-ABRASIVE ■ structure,site conditions,existing construction elements, or any 21 I/4"CUSHION BACKING documents,drawings or other instruments pled for any part of this 2. DO NOT REMOVE EXI5TING TELEPHONE -C.1-2 1/4"5HIM Project which da not bear the Architects seal. The Architects ------ ------- - - - -------- :.:::: seroces ore undertaken only in the interest of the Project Owner. No % DEMARK. IF GC REMOVES EXISTING G.I 112"M f1!!►!: _ X otitigation is assumed 4 the Architect for the benefit of any other entity. _ ...:,:. DEMA THE GC SHALL REPLACE THE T i i i 2 RK, '` RELATED DOCUMENTS: This Drawing is o single a component of on .:;;;: 2 _ DEMARK AT THE SOLE EXPENSE OF THE GC. ----- - - -- - integrated set of Construction Documents. Wal and Supplementary 0 6-0 23 7.0 THERMAL MOISTURE PROTECTION _ __- _ Conditions of the Contract,Canard Requirements,Specifications and 7.1 MIL.T S EN POLY SECURED TO__KICKERS _ X11: _ other Drawings may affect the Work described. Failure to review and 010FI `r .2 MIL.TKAN5LU ENT POLY-O_C_0_VER EXISTIIN_G_MALL TILE ■ integrate the design intent of the whole of the Construction Documents 5 7.3 BLACK NEOPRENE ®.; does not relieve the Controctor from providing o complete Project. 7.4 NOT USED ------- - -- ® I» <'>I COMPLY WITH all lows,codes,ordinances and regulations with authorities 7. NOT USED having jurisdiction and with requirements of the landlord,if a licoble. -- >: PQ 1 I 7.6 HB DOUBLE COATED ACRYLIC FOAM #494 I - Do not start Work until all permits and required approvals are Oatoined 2 _ - - - 77-8"x3/8"x3" EOPRENE-PAD - - ■ VERIFY ACTUAL CONDITIONS and dimensions prior to construction. �-- - -- --- - -- - - - Commencement of work constitutes verification and acceptance of all 23 /�1 f>7 4 ♦ - _ - -_ - _ _ existing conditions. Application of o material or equ�ment pRem to Work �% U ♦ ` - - -�_ - T--- _--- - - __.. _ -T_ _T -------- -- -- ---- --- - installed 4 others constitutes acceptance of that Work and assumption �s _ _ 8.0 DOORS WINDOWS :.:X. :< :»>::; of responsibility for satisfactory installation. // _ - _ _ - - ♦ ♦ - _ _ _ 8.1 112"TEMPERED CLEAR GLAZING / ♦ ♦ OWENSIDIiS SHOWN ore to lnish fore d o material Mess olhen►ise ind�coted. / 11 .I ♦ ♦ ♦ _ - - - 8.6 VEKHEA GRILLE AND TUBE STEEL 5_PPORT _ _ __ • ♦ ♦ _®_ 8.7 HOLLOW MEA F M E _ - - - - -- -- - f�ICIN+If!tfEASUfr Emensons-DO NOT SCN E drorirgs wless dhwrise Erected 6 t ♦ 8.8 /4"x 3/4"ALUM.TRACKFASTENED TO PLYWOOD _ ■ ►'. J 11 I l 23 ♦ 6 5 I 1:2 I _�_ - p r o e C t t i t I e I I 9.0 FINISHES ♦ 11 9.I 1/2"GYP. BD. --- - - -- -- - ■ -o I J 9. 5/5",GYP. D- ■ LO ♦ 9.3 /8" E"X"GYP. BD. COMPLIES W/ASTM Cr 0.6 fr 9.4 G"METAL ST DS I6"0 C.-(MAX.),OR A5 NOTED _ 17 I I �` 19 ' // 19 9.5 3 5/ "METAL 5TUDS� I G"O.C. AMAX R A5 NOTED 21 I I I / / 9.6 2 12 METAL STUDS, 16 O.C.�MAX�z_OR AS NOTED ■ NOT USED � _-__�.-_.__�.�_....� � .� ����.�_��� " -:�,� _._��.�.z..n.,.m.-.�a ,�.�, �.._.. .... .. ,�.,.� ._- -.__m.a. ...�,...-. � ., .7 15/8"METAL STUD 16 C.C. MAX. ORAS NOTED 9. 7l8" A CHANNEL 24' O.C. (MAX.), OR A5 NOT E W /� i r 9.9 D E LEG T CK - ♦ I I I 0 6" I "5 Y G TAPE" BLUE _ > iNt Q SCALE: / I o to 11.3 I IN5TALLED AT t A5E LIN _ _ {><>. ai N 40 / I -5/8 S IP TRACK = I N AND BACKER,ROD _-- Cn Q / ! 9.I 5TU 'O.C. MAX. Q -�- - I 9.I / II TE S A GYP.OR �,/� 0 co .15 /8 META J TRIM t NCie Bili: ;moi; I 9.16 LIGHT BUtL P BEAM I -+�..- w o� 4 % �j -9-.T-7 5 x 20 GA METAL STUD WITH 1 5/8 FLANGE. 16 O.C. iil: "t-f�- p! � � II /� C 9. 4 12- T K 5 W5 Irk: Q � I / :/ % 6 9.19 12"x II GA TRACK W/ 5/8"FLANGE ® � . fiiii 9.20 3 5 8 x 2 GA TRACK WITH I /4 FLANGE J //� 9.21 14 GA. CLIP ANGLE _ (� _ ®� � _ / / � 9.22 A 1WIRE TIED TO 5TRUCT. AND COLD ROLLED CHANNEL liildli; `, 1 1 9.23 5/8 LI HT GA BUILT UP COLUMN >f" 0z J ! o V I II II 11 / II.25 1 I O.C. J 0 _ Q �- / 9.2 6 X 20 GA TRACK W/ 5/ FLANGE 6 F- �♦ L J a �-- � 7 9.25 2- /4 WOOD CA51NG Jiii F- Z 7 9.2 PREFINI5HED MD PANEL w 1:2 14 8 fir -9-.25- 1/2"CEMENT BOARD _ II 14 8 �` ♦ / 9 tl Jl 11.2 /i�� Q // 6 6 10.0 PECIALTIE5 '� S / ♦ // I I1. 10.1 I C LAR LOUVRE5-LESLIE KE 2"DIA. -#RL5C2 ® `r I I - - - - - - f� // I ♦ I I I.13 I I 10.2 RAB BAR-B LEY ! I/4"DIA.x36° ®COMING h N I I ♦ / s�r � 6 / ♦ � I I SATIN FI 15H 8322 00136 // 10.3 RAB BAR-BRADLEY I/4"DIA.x42" ® l ,� - x�>Fwi.x v ��sssrax �� r�xm� r, ae csr cassW / ATI FINISH -8322-00142 00 so. mor.;' 4A00 I TYP, I I - - - - - - - AL ..J ® ® :.;:<. .4 MEDICINECABINET-BRAD /BRADEX RECESSED o .� � I / TAI N LE 5 5TEEL-175 _ _ 1. / - ♦ I I 10.5 PAPER TOWEL DISPENSER- BRADLEY SURFACE MOUNTED I 11.13 I I I"Wx 15 5/1 6"Hx4'D- 250-15 5 f 0 5 I I 10.6 TOILET PAPER D15PEN5ER-BRADLEY SURFACE MOUNTED ®' ! p r o j e c t n u m b e r 2 r '' 1 SINGLE ROLL- 508 r 10.7 A ITARY NAPKIN DISPOSA -BRADLEY 12007.052 23 I - URFACE MOUNTED 8 Wx I I I/2 x »>; I 0 8 OAP DISPENSER BRADLEY 24 FL. OZ. 650 I ■ <>` .�. �' _ _ drawing issuance .. m- - _ -_� �.....,m __- - - �..n u m = a -_ _ 10.9 TOWEL DIS EN5ER BOBKICK B 253 ■ « g 1/4"DIA.xI �;.;:>:> 19 I I 10.I I EXISNING 1MALL BULKHEAD 0 REMAIN ® LANDLORD/PERMIT/BID SET 01.09.12012 22 - - II 11 I0.I2EXISTIGMALL FLOORSLABTOREMAIN drawingrevisions I _ _ 10.1-3 I5TI NG ALL FLOOR TILE TO REMAIN • ` No. description: pate: 10.14 MULTI-DIRECTIONAL ROLLING CASTOR Vii: f II 6 I 10.15 .080 ALUM. CABINET FACE SEMI- 1rNr 5 B IN15 -PAINT WTERIOR OF CABINET WHITE GL055 LACK 7 10.16 INSULATED DRAIN OVER . I' 10.19 ALUMINUM CABINET: .063 ALUMINUM / NJ: <'> 1 �. >;: S MI-GLOSS BLACK FINISH :.. `. 10.20 BACK PANEL PIANO HINGE FOR SERVICE ACCES ® ® �< 10.21 1/4"TEMPERED GLAZING ■ ! .2 BERG RAP IC • ► • .: 8A001 TYP. I I 10.23 ELZBERG PROMISE SIGN • «> .24 5TOREFRO T IG -RE:51GN DRAWINGS ® . ErKr � � > 1. 5 / 15 !0.25 FULL LENGTH MIRROR: BOBRI K-60"x20" B- 90 2060 ■ MONO LE sin +1�P# t X� €? J�-a slr�e mLma !0.26 24'H x 36"W SH LF SCREWS TO WALL ON TOP OF SAFES r 1 o 7 0.27 CUSTOM AWNING ® f. 14 6 ♦ 1 1 11.0 EQUIPMENT prof essionalseal ZIP9 1 1.1 ALES DI PLAY CASES CONTRACTOR TO LAY OUT ■■ rwr I"I ` t� :W 5 I I I 1 1. DIAMOND ROOM DE5K AND HAIRS 0 1 1.3 OFFICE DESK WITH 5TOKAGE - .`.d� 1 1.4 DIAMOND ROOM CABINET LER'S R €: f.e 11.5 JEWS ROOM FLOOR SAFE _ 1 20 4'-01 I _ _ I f.6 NOT 5ED b. > a ;.. . _........ 15 11.7 GOLD CASES W/STORAGE - ELEC. CONNECTION BY G.C.® RYCAL®VER - - :.,. _ - _ 1 1.13 LARGE STORAGE 5AFE 35 I/2"1)x43"Wx7 "H 424 Ib5 1 1.13a 5MALL STORAGE 5AFE 25"Wx3 I/2"1)x42"H 1779 Ibs 53 6 1 1.14 STORAGE SHELVES 12"Dx46"W 2 II I I I I.15 STORAGE SHELVES 12"Dx3611W • <> OVERLAND PARK, 11.I LAYAWAYCABI ET AND FAX SHELF WITH STORAGE IN II 6 I I - - AND LATERAL FILE 20"d x 42"w If 23 I I 11.17 NOT U5ED ■� `` NOTE: 74�nn 1. G.C.TO INSTALL GRAPHIC SECTIONS THAT ARE 8'-0" 19 I I I I I.18 PLASMA T.V. ® . ::.:.:. TALL X 10'-0"WIDE. GRAPHICS TO BE SPACED EVENLY 17 :.:;. ALONG OUTSIDE FACE OF BARRICADE. 15.0 MECHANICAL REFERENCE MECHANICAL DRAWINGS 21 d r a w i n g t i t l e 2. IMAGE5 SHOWN ARE SAMPLES OF GRAPHICS TO BE 1 I 16.0 ELECTRICAL REFERENCE ELECTRICAL DRAWINGS INSTALLED. EXACT WORDING ON GRAPHIC MAY BE REVISED. 16.I 5E URJTY EQUIPMENT DEMOLITION PLAN 17 13 I ADJACENT TENANT d r a w i n g n u m b e r BARRICADEGPAPHI DEMOLITION PLANAM MIF In SCALE: - SCALE: 1/4"=1'-0" 31'- 11211 2'- ' 12'-3 1/511NOTE: NOT V. .F. I V.I.F. NOTE5: REf ERENCE KEYNOT S 5EF� CD O ® 1. UPON COMPLETION OF DEMOLITION,THE G.C. MUST VERIFY THE OVERALL DIMENSIONS AND AREA OF THE SPACE FUR,�ISH N°TALL r AND FAX A CONFIRMATION COPY OF THIS DRAWING 70 THE OWNER'S REPRESENTATIVE. (RE: PROJECT z�c �- �- CV w z z z C4 �' > % DIRECTOR m DESCRIPTION Q o Q o (D %o� _ � �cnz Qz a v v vl iL- 2. G.C.70 VERIFY WITH LANDLORD BEFORE BIDDING 1F ANY FIREPROOFING AND OR SMOKE EVACUATION SYSTEM IS c p _ GMEKAL REQUIRED.THE G.C. IS TO FURNISH AND INSTALL ALL DRAFT STOP MATERIAL SUCH AS DRYWALL FRAMING REQU RE , PE IFl ATIN DIVE I N I N MATERIAL, FOAM SEALANT, ETC. PER THE LANDLORD AND LOCAL REQUIREMENTS AT G.C. EXPENSE. fY > I- t` O Q TRK U_ - 2. 51TE WO C M �ry 3. G.C.70 BUILD STOREFRONT SOFFIT UP TO EXISTING MALL BULKHEAD EE P IFI ATIN , DIVISION 2 DEMOLITION NOTES U L7 ■ �•`': z A AN STIONS r.... I . WA TYPE DESIGNATION EXTENDS TO NEAREST PERPENDICULAR WALL SURFACE. F THERE RE Y QUE , 4 LL - 8 CONTACT THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION 3. CONCRETE 50 4 5/ E LAB PLUMBING, SLE TRI AL .I CONCRETE L _ W LO LEASE SE LINE TO GYP. BD. ,L 5. G.C.TO REFER TO THE FIXTURE PLAN AND LAY OUT ALL CASES PRIOR TO CONSTRUCTION OF THE WALLS. NOTIFY ME AN A RS D > N NOTE: I > THE OWNERS REP. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. r 1. ALL DIMENSIONS TO LEASELINE OR COLUMN LINE N G. G.C.TO FURNISH AND INSTALL TYPE ABC 10 LB. FIRE EXTINGUISHERS. COORDINATE LOCATIONS WITH LOCAL 4.0I MAT HIt NRREPAIR ANY DAMA E T MALL TIL R WALL : O d- r,.. . O UNLESS OTHERWISE NOTED. o _ FIRE MARSHALL. A NKY A RE D. 2. UPON COMPLETION OF DEMOLITION THE G.C. cii W T MUST VERIFY THE OVERALL DIMENSIONS AND - 7. DIMENSIONS ARE NOTED FROM FACE OF flN15hED WALL UNLE55 OTHERWISE NOTED. 5. METALS ~ O �+ 0 AREA OF THE SPACE AND FAX A CONFIRMATION 5.1 EXI TIN TRU TUBE T REMAIN- T VERIFY I FIELD 1 �, COPY OF THIS DRAWING TO THE OWNER'S I 8. G.C.TO PREP ALL EXISTING WALLS THAT REMAIN FOR NEW FINISHES. .2 5/8 TRU TUBAL TEFL METAL STUD iii: m LU z REPRESENTATIVE. 5.3 GSTRUCTURAL TEFL METAL 5TUD +. 1:-_ LU �- LL, 9. RE:A420 FOR STRUCTURAL FRAMING DETAILS. 4 TYL I I ER 12 4 <`' Z) 00 / L E CHANNEL Iii! z OR 10.G.C.TO PATCH AND REPAIR ANY PENETRATIONS IN THE DEM151NG WALL TO ENSURE A I-HR FIRE RATING. •6 /4 W x / D x 96 L RU HED ALUM. REVEAL ■ .lr W .7 / ALUM EDGING ANGLE � � ® Q d- 3 5.8 A - 120041 "`< iii O 11.KE AG 10 FOR WALL TYPES 5.9 TYLMAKK 135 COLUMNTRIM 12 GG ■ -� c6 J 5.1 TYLM RK W LLMARKER SAD 1 1 6 ■» W ,- 12.ALL KEY STATIONS FOR ROLLING GKILLE5 ARE TO BE ON INTERIOR OF STORE 5. AR WA A ER IL AND ANCHOR 1 1 48 I ■<`` >+i�t! O -1 5.12 TYLMAKK 9 COLUMNTRIM 12 G5 ■ 5.13 ALUMINUM TRAN PAKEN Y FRAME. ■ I Q. 40'-2 5/8" NOT USIED . 4 A K P D BOTTOM#510199 ■ '> ! LEASE LINE TO GYP. BD. GENERAL N 5 .15 I/4 / DIVI E LO ►� SCALE: 5.16 HLUTER TRIP REN U-V 5.17 TER TRIP REN U-U ir ; O > SCALE: 5.18 DOUBLE"C"J015T HEAD 4X 12 GA. I - 5.19 HLUTER TRIP REN -TK 1 � G. CARPENTRY G.l FIRE TREATED WOOD BLOCKING THIS DRAWING hos been prepored by the Architect, or 2 3 4 FI TREATED PLYW D prepored under his direct supervision os on instrument G.G.3 2x4 W D B KIN FOR EXI TIN CASE ROLLING of service and is intended for use only on this project. NI Drain s, Specificotions, ideos and designs, including the _ _ SMBLY. TIE ALLCASTORAS5EMBUES INA SINGLE overoll loyout, form, orrongement, and composition of s ces pioh nelementsr r n i he mo un ubl s ed ......»»..»,...,..».._.»., ,,.. �.............»..»..»,,.,,,... »»,.»»»»»».,».,, o d toed constitute tute t , A CASE RU TOGETHER ER F R LATERAL TIFFNSP� Y �'9 P W 15'-6 1/411 w 241-113/8" 4'-l 0" 6.4 2x8 F( TREATED UBLE TUD HEADER Work of the Architect. Any reproduction, use,or disclosure of i n the information contained herein without the wr tten consent V.I.F. V.I,F. V.I.F. G.5 4 HDWD. FRAME W/ 112 x I-112 5TOP, PAINT T MATH of the Architect is strictly prohibited. 451-35/611 AENSURFACE "'' © 2013 H.C.KLOVER ARCHITECT G.G 1/2 x I /2 ARD D MOULDING lam; N THE ARCHITECT DISCWk1S res nsibilit for the existing building le LAYOUT D I AG SAM 1 x4 D TRIM PIE Ertrr� po y g g " G.( /2 FI TREATED PLYW D WIN N-ARRA IVE structure,site conditions,existing construction elements, or any SCALE: I/8 - I -0 14 U HI N BACKING documents,drowings or other instruments psed for ony part of this 3 2 1 Project which do not bear the Architects seol The Architect's G.12 14 HIM services ore undedoken only in the interest of the Project Owner. No G. 3 1/2"MD ! l� od' tion is ossumed thi Archdect for the beneld of other entity. � � �y y RELATED DOCUMENTS:This Drowing is o single component of an _ __ inlegroled set of Construction Documents. Gerwol and Supplementary I A200 7. HERMAL M I TURF PR0TCT10N Gonditrons of the Contract,General Requirements,Specifications and (D _ 7.1 MIL. TRANSLUCENT POLY SECURED T Ki KER other Drawings moy affect the Work described. folure to review and D D 2MIL. TRA ENT POLY ER D(I TIN MALL TIL inlegrole the design intent of the whole d the Construclion Documents Wo Wdoes not relieve the Controctor from providing o complete Project. S 0 7.3 BLA K NEOPRENE M. o ■ 1 0 7.4 NOT ED COMKY WITH al lows,codes,ordinances and regulations with outhorities .5 T S hoving jurWiction and with requirements of the londlmd,if o lieoble. _ 7 pp 35 0 I/4 -- Do nd start Work unld ar permits and required approvals are obtained. 1 7.6 3M HB D UBLE COATED A RYLI FAM, 494 VERIFY ACTUAL CONDITIONS and dimensions prior to construction. " 0 7. x318 x3 NEOPRENE PAD Ali; 3-4 I/4 15-3 2-I I/2 8-8 I/2 I -7 2-0 1 -113/4 N Commencement of work constitutes verification and occeptonce of oil 7 do do 4o - � exsting conditions. Appf�cotx>n�a materiel or egwprnent item to Work _ _ 1 m I A510 insiolled by others constitutes oceeplonce of that N�ork ond assumption ® / i - responsibility l if in II n t r sto oto. 5 'b t for sat s OCt _ WIND W o e s 8 D _ _. _ _ - ®.■ some mass - �. 15.1 2 TEMPERS LEAK GLAZING !! ONENSIDNS SIfM are to finish lace of o molerid unless okherwlse indicoted. - ! 0 7'-9 1/2" ' 8.6OVERHEAD-GRILLEAND TUBS TESL UPP RT ■ ®'''` CkWK J V dmmn m-DO NOT SW dao wkss dh"se directed 8.7 H LL W METAL R FRA 8.8 4 x 3/4"A M.TRACK F TENED T PLYWOOD soon r o e c t t i t I e ' GA400 I - - 1 _ - ® 9.1 121 GYP. BD. .p 11400 0 I I 9.2 5/8 YP. BD. viii; rit 12A400 o TOILET I 9.3 518 TYPE X BD. MPLIE W/A TM 36 1 ROOM - I 6 META T D , 16 . (MAX.), R A NOTED 103 N I 9.5 3 5/8 METAL TUD , 16 . MAX. , R A TED ilii: inti �� f� o 9.6 I/2 MET L T D , 16 M R N TEDiiii; T D I (MAX.), R A NTE I 8 ETA G J__ 'L- 1 9.8 7/8 AT HANNE , 24 M R A TED _ w 14'-10" I'- " `? 7A420 9.9 DEEP LS TRACK- - - - - - ._- igir U do I I 9.19 6 I AY TAPE�BLUEj ED LINE 9. 1 13-5/6 N SLIP TRACK - - _- - - - ». _».. ,�.»»» »»».. _....»...... »».... _ mr _... ._. ... ». -..» ..... . ... .. ... ... 9.12 E N N D KER R0-D �! CCS E ♦ / 9.13 METAL , 12'�O.C. MAX.) I �,r� _ 9.I /8 WATER RE I TANT GYP', B ARD _ _ _ ® t� 0 N ETA TIM til m IC 9.1 l8 -- ------- -- - ::: N C r\ m 9. T A BUI T UP BEAM CV IT - -- - ILLI 9.17 /8 x 2 A META STUD WITH 15/8_FIANCE. J 6 O.C. I■ f� ��,_ -- 9. 8 4 12- I�BREWS --- - -- - - - (� WORK 9.19 12 x 2 A T K W/ 1 5%8"FLANGE : _ _ 0 N AREA 1 9.2 l8 x A TRACK WITH 1 1/4"F N E. ---- - -_ - > _ �� _ -- - -- - - ® _ 104 9.2 I IP AN E ! c� Cie 0 9.2 A WIRE TIED T 5TRUCT. AND COLD ROILED CHANNEL-_ >r Z Q - 9.23 518 I 7GABUILT UP COLUMN _ 7A4!0 _-_ 9.24 6 2 A TRACK W/ 1 5/8 FLANGE. 16".b.C. ► 5A300 I = 9.25 2-3/4 W D A I -- - - - - - ■ F� ~ � 9.26 KEFINI HED MDF PANEL 9.27 11/4"GYP. BOARD 2A500 Ln A 9.28 1/2 E SNT BOA _ I Q / m 1 PE IALTIE� - - - - - - �, .I IR ULARLOUVKE5-LES_LIE LOCKS 2"DIA_. -#RL�C2 - - ■ Ic- 2 RA BAR-�RA�L1' I I/4TDIA x36`r ATIN FI 1511-8322-0.0 13� o D 10.3 RAB BAK�RADLEY I I/4'DIA.x42" _ - --__- .- _ • _- % o D - ATIN FINI H -8322-00142 _ 0�0 SALES ::;;:::. `'- AREA o `" 1 .4 EDI INE ABINE_-BRADLEYIBRADEX REC SED ------ «»< _ _:■ LO o I I - - -- -- . : o� T I LS5EL-175 _ CV -- - - - - - ---- - Q 101 1 -- DIAMOND .5 PS T WEL DISPENSER-BRADLEY SURFACE M�7UNTED__ _ _ ■ _ :wir€ !A400 I Wx 15 1 16-"�ix4'�D 250- _5 _ _ iti ROOM _ I .6 T-011-LET PAPER D(�EN5ER-BRADLIY 5URFACE MOUNTED_ r LQ -51NGLE ROLL 5084 p r o j e c t n u m b e ,n 102_jI 7 AN1 ARY NAPKIN DI O5AL BRADLEY- - - -- - - ■-- ----" - „- - -- --- - - - 12007.052 o I o SURFACE MOUNTED 8 Wx 1112 FL_ v .8 AP D15PEI ER-_BRADLEY 24 FL OZ -650 I _ ® d r a w i n i s s u a n c e o = I I B -1-0:-9 TOWEL DI PEN EK-BOBRICI 8-253 g d O 13-6 21-4 I/4 I I .I GRAB BAR-BRIDLE( 11 I/4�'DIA.x 18'� ___�___ Mi LANDLORD/PERMIT/BID SET 01.09.12012 N 12A410 ATIN FINI H -8322-00116 � _ I .I I EXI TING I-ivALL BULKHEAD T­ 4111111 1 .12 EX1 TI�NCTvIAL���R 5LAB-T0 REMAIN ■ d r a w i n g r e V I S I 0 n S =' I .13 I TI L F QR TILE TDRWAN _ _ - _- _ 4 MULTI-DIRE TI L ROLLING CASTOR [0- E No. Description: Date: 5 .080 ALUM, CABINET FACE WI_._EMI- ._OF- . _ - -- ■I>r' --- BLA K FI I H -PAINT INTERIOR OF CAB1fVET WHITE 9A300 I I .16 1 ULATED DRAIN COVER_ --- --- _- - -_-- _ _ 19 A UMINUM CABINET: 063 ALUMINUM W/ _ -_ ■ ® >. EMI-GL055-_BCACK_FIN15H IA500 I .2 13ACK ANEL P A �NINGE>=0R 5ERVI�E AK0ES-S_ ■ ■ .21 1/4"TEMPEREDGLAZING _ ---- - - - -- : / ♦ 1-0.2-2 HELZBB_RG_GRAPHIr- 10.23 C-! .23 HELZ13ER PR�MT5E SIGN - -- -- . ----- ■ o T REFR NTN-RE:SIGN DRAWINGS- TO-.2-4 ■ _ _- >!! 10.25 FULL LEN�11 MIRROR: B�7BRICK-60°x2()` B-29d 2060 G 24"H x 36 W HELF,5CFTW5_TO WALL ON TOP OF SAFES ♦L, r I .27 U T M AWNING- ---- -- -------- ----------------- ■ A A 11. EQUIPMENT----- ------_-- ___-- professionalseal 9A400 I ALE I PLA CASE5,C�NTRATOR TO_LAY OUT ■ N I .2 DIAM ND IZOOI�DE5K AND HAIR --- ----- - ■ I -Ir73- FF E E WITH 5TM_ GE I -DIAMOND M�ABIET -- -- ■ - - ■► STORAGE - 1 JEWELER R M FLLOOK SAFE p 1 OG NOT USED c� 11. LD CASE WI jTORAGE ELEC. CONNECTION BY ._. A I 1.13 LAR E RAE AFE 35 I/2''Dx43' 211 4,_ --_ �_ 424 Lbs ®: < ■ � R��. 1� N 11.13a ALL T RAGE�AFE 25"Wx30_I/2°Dx4�"11�I,779 I_s_ _ ___ �: ' ® << 1 1.14 TRA EVE-_I 2"Qx46 W 573 [ 1.15 T E H LV I2¶Dx3GFW _ _ ■ _ w - I .I G LAY WA CA-BINES AND FAX-5HELF WITH 5-TORA�S_ -- ® - : -,: _ <., OVERLAND PARK,KS 5A300 AND TERAL ILS 2d x 4-2"w BRIDAL 1.17 N T EDROOM IDA I 18 PLASMAT.V. - - --- -- -- -- - ® . ------- ---------- ---- - -- 105 15.U- M�ANICAL REFERENCE MECHANIJ SAL DRAWINN�S�__ 4 d r a w 1 n g i t I e 1-1/2"FURRING O 16. ELE TRI AL REFERENCE ELECTR{�AL DRAWING -- _ -_- -- ::: A300 A CHANNEL A A 16.I URI EQUIPMENT ■ I< ■ I<`__. FLOOR PLAN ao --� _- -- -- - - m - - - �»- » » »m-.� drawing num b e r amommom missile millions mmwo 3'-4" 8'-9 1/2" 15'-0" 51-G 1/4" 7'-G 112" NOTE: . DIMENSIONS ARE TO FINISH FACE OF WALL f LOOK PLAN AMW 5A400 2. RE: 1 I A 100 FOR LEA5E LINE DIMEN51ON5 ADJACENT TENANT SCALE: 114" = 1'-0" -_._---� NOTE: NOT ALL NOTE: N KEYNOTES U5ED 0 - I 1. SPECIAL EMPHA515 5HOULD BE GIVEN TOP5C-0T 0 _ PROTECT SALES AREA FROM BOTH DIRT AND HAZARD. REFER TOP I 0 IU o NOT ALL CASES 1 w o DIVISION I LF-01 LF-02 FURNISH 'No-TALL SECTION 01000 PROTECTION OF FURNITURE AND EQUIPMENT. MAY BE USED TOWER �w z z � z � � BF-1 5HOWCA5E FIXTURE L005E FIXTURE U to DESCRIPTION o 0 BRIDAL FILLER L005E FIXTURE L005E FIXTURE (1'-0"OF D15PLAY) o 2. G.C.TO LAY OUT THE ENTIRE STORE WALLS CA5ES CEILING FIXTURES ETC. PRIOR TO STARTING ANY n ? v o z ! ) 4-0 OF DISPLA z z �� � �� ( Y) (30-0 OF DISPLAY) � u .._.► I -0 OF D15PLA I -0 OF D15PLA d (n CONSTRUCTION. IF THERE ARE ANY DISCREPANCIES BETWEEN THE LAYOUT AND THE CONSTRUCTION (0 OF DISPLAY) Y a� • ® c DOCUMENTS CONTACT0 5P-3(L) • THE WNERS REPRESENTATIVE IMMEDIATELY. - 5C-0 PE IFI ATI N , DIVI I N I Y P- I 10 M �� �� N 3. WHEN LAYING OUT CA5E5,G.C.TO ACCOUNT FOR AN EP END PANEL WHEREVER A CASE MEETS A WALL OR LF-03 LF-04 5H0WCA5,E FIXTURE STANDARD CASE Q 0 COLUMN.THERE ARE TWO"EP"END PANEL5 WHERE A STANDARD CASE MEET5 THE HANDICAP CASE. BRIDAL CASE (I'-0"OF DISPLAY) (3-0 OF DI5PLAY) LOOSE FIXTURE 2. ITE WORK (2 0 OF DISPLAY) L005E FIXTURE L005E FIXTURE (30'-0"OF DISPLAY) HE P IFI ATI N , DIVI I 2 DEMOLITION N TE U r>? Z 5P-4 L a ! ) 4. COORDINATE 1N5TAttAT10N OF LARGE AF 5 �®. S E PRIOR TO FINISHING FRAMING OF SALES AREA. (2-0 OF DISPLAY) (16-6 OF DISPLAY) _ `• DR-3WCr P-102A 3. CONCRETE Cr A .I PATH CONCRETE B PLUMBIN ELE TRI AL A D E 3 LA TAD CS RE: H A 5 N R 5. S EET 5 10 FOR RESTROOM FIXTURE DETAILS. ..... . ... 5HOWCA5E FIXTUREW LO BRIDAL CASE LF-05 (!'-0"OF DISPLAY) (4'-0"OF DISPLAY) LOOSE FIXTURE MECHANICALA RE D <" (I 9'-6"OF DISPLAY) O ~ G. RE. SHEET A420 FOR RE5TROOM STRUCTURAL DETAIL5. CV (3'-0"OF DISPLAY) T 5P-5(L) 4. MA NKY 7. SECURE ALL STORAGE 5HELVING TO WALLS. P-1020 ! PAT REPAIR ANY DAMAGE T MALL TILE R WALL hip; o It BR 4(L) NRA RE D. ,. 5TANDARD CASE Crj L005E FIXTURE 5C-06 LOOSE FIXTURE ":` 8. UPON COMPLETION OF DEMOLITION,THE G.C. MUST VERIFY THE OVERALL DIMEN51ON5 AND AREA OF THE (5'-0"OF D15PLAY) SPACE AND FAX A CONFIRMATION COPY OF THIS DRAWING TO THE OWNER'S REPRESENTATIVE. BRIDAL CA5E (6'-0"OF DISPLAY) (I 9'-6"OF DISPLAY) 5. METAL ~ (4'-0"OF DISPLAY) LW-4(LL) PH 5.1 EXI TIN TRU TUBE T REMAIN - T EKIFY 1N FIELD )fit 0 . 9. G.C.TO COORDINATE EXACT TYPE AND LOCATION OF FIRE EXTINGUI5HER5 WITH LOCAL FIRE MARSHALL. ® 5.2 5/8 TRU T RAt TEFL METAL TUD Iii r 5.3 6 STRUCTURAL TEFL METAL TUD A W SHOWCASE FIXTURE FAD HOLDER ,- BR-5 L LOW-WALL FIXTURE .4 DIVIDER 12 6 ® <' _ o0 O 10, OBTAIN FROM OWNER TEMPLATES AND VERIFY CA5EWOKK MEA5UREMENT5 IMMEDIATELY UPON RECEIPT OF LF-06 (I 8-0 OF DISPLAY) 4'-0"OF DI5PLA 5.5 1 5/8 L ROLLED CHANNEL hi h z ! MR-STiiiiiiiiiiiiim!e MANUFACTURER'5 DRAWINGS. DISPLAY CASE TEMPLATES 5HALL BE TAPED TO FLOOR AND PERMANENTLY ® 5.6 31-4'W x 1/2"D x 96 BR ED ALUM. REVEAL ® <> W o- OUTLINED IN ORDER TO LOCATE CEILING LIGHTS,STOREFRONT COLUMNS AND WALLS. COORDINATE W/ BRIDAL GASE 5C-07 LW-5(LL) MIRROR 5TANDING 5.7 I/8 A UM . EDGING N hili :iii: > (5-0 OF DISPLAY) 5.8 L ARK -M LD 120041 ®< ;: iii Q OWNER TO REVIEW ENTIRE STORE BEFORE INSTALLATION OF WALLS. 5.9 L AR.K 35 COLUMN TRIM 12 66 • MR CO LOOSE FIXTURE SHOWCASE FIXTURE LOW-WALL FIXTURE _57-11 A RKER AD 1 ! 36 ® hli -•� T (12'-0"OF D15PLAY) (4'-0"OF DISPLAY) (5'-0"OF DISPLAY) MIRROR 5.I I MA WALLMARKER ILL AND ANCHOR 148 I o 5. 2 L A 9 COLUMN TRI 12 65 • �h 5.13 LU !NU TRAM PA N Y FRAME. ® - O Q. .I 2 KTP NDB TTM 5I l99 NOTU5ED GENERAL NOTE5 5. 1/4 /8 IVIDERLO CASE LEGEND H TE T P E - LO 416 LU R RI R N U V hh± SCALE: SCALE: TER 5 5TKIP RE U- hlh o SCALE: 54 .18 DOUBLE C J 15T HEAD 4X 12 GA. - 5.19 H L TE TRIP KENO-1r\ --_ - Z. 6. CARPENTRY FIRE TREATED WOOD BL KIN i #ti THIS DRAWING hos been prepared by the Architect, or 6.2 4 FIRE TREATED PLYWOOD prepared under his direct supervision as an instrument 6.3 x4 D BL KIN FOR EX TIN CA5E ROLLING of serv►ce and s intended for use only on this project. All Drawings, Specifiotions, ideas and designs, including the EMBLY. TIE ALL A T KA55EMBLIES IN A 51NGLE overall layout, form, arrangement, and composition of spaces ICA5E RUN TOGETHER FOR LATERAL TIFFN and elements portrayed, constitute the original, unpublished 6.4 2x8 FIRE TREATED D UBLE TUD HEADER Mhwl Work of the Architect. Any reproduction,use,or disclosure of 6.5 /4 DWD. FRAME W/ I/2 x I- /2 5TOP, PAINT T MATH hj the information contained herein without the written consent of the Architect is strictly prohibited. ADJACENT UREA E © 2013 H.C.KLOVER ARCHITECT 6.6 1/2"x 1 1/2 HARD WOOD MOULDING >iAf1 G.I 1 x4 WOOD TRIM PIECE h� h THE ARCHITECT DISCLAIMS res risibility for the existing building 6.1 I /2 FIRE TREATED PLYIN D W/N N-ARRA LVE hi structure,site conditions,existing construction elements, or any I/4 HI NBA KIN <; <> documents,drawings a other instruments psed for any pori of this Project which do not bear the Architects seal. a Architect's 6.12 /4 5HIM serwces ore undertaken only in the interest of the Project Owner. No 6.13 1/21,MDF t > obligation is assumed by N Architect for Die benelit of my other entity. "HELZBEKG DI OND5" RELATED DOCUMENTS: This Drawing is a single component of on 51GNAGE LOCATION @ integrated set of Construction Documents. General and Supplementary FRONT OF SH WCASE 7. THERMAL M I TURF PROTECTION Conditions of the Contract,General Requirements,Specifications and 7-.1 MIL.TRA U ENT P E U ED T KI KE other Drawings". ay affect the Work described. Foilure to review and 7.2 MIL.TRA LU ENT POLY T VER EXI TIN ALL TILE h integrate the des n intent of the whole of the Construction Documents ® - - - - does not rel',eve the Contractor from providing o complete Project. _ 7.3 B NEOPRENE ®> w 7.4 N U ED COMPLY WITH all laws,codes,ordinonces and regulations with authorities 7. U ED ho4g jurisdiction and with requirements of the landlord,if aPQlicoble. 7.6 3M HB D UBLE ATED A RYLI FAM, 494 Do not start Work until all permits and required approvals are lloined. MR 7.7 x3 xNEOPRENE PAD VERIFY ACTUAL.CONDITIONS and dimensions prior to construction. FILLER 5P-4(L) 5P-4(L) 5P-4(L) 5P-3(L) FILLER - - Commencement of work constitutes verification and acceptance 0 all ex'ting conditions. Application of o material or�uipment Rem to Work installed fly others constitutes acceptance of that Work,and assumption � 8. D WIND W of responsibility for satisfactory installation. Nd Nd Nd Nd �. 8.1 1/2 TEMPERED LEAKGLAZINGDhIENSbNS SHOWN ore to fuwsh lace of o molerial unless otherwise indicated. _ - 'fTOILfT 8.6 OVERHEAD GRILLE AND TUBE TEEL UPP RT ® ' > ®'>> HELZBERG DIAMOND5 v cn o -- - - S(GNAGE LOCATION @ jR00M 8.7 LL METAL DOOR F - I�f dhenise directed o_ m o LF-05 J 103 �� 8.8 l4 x /4 ALUM.TRACK FA TENED T PLYW D r 0 e C t t I t I e FRONT OF SHOWCASE 15LAND 1 0 p -a oc GI IX. = 42 LF U- l '-0 3 4" J " I�w I 3'-I CW I 7 / m- w 9. FINI H CW-2 l �0 4 2 _ 9.1 1/2"GYP. BD. liiir �o = l I � 9.2 5/8 GYP. BD. :L i trio �.r� % °- N 9.3 518 TYPE"X"GYP. BD. MPLIE W/AM�3g)--- 31-5h 31-011 -v - 9.4 6 META TUD , 16 MAX. , R A NOT ED "A � `r A m ry �mm 9. 3 / METAL TUD , 16 (MAX.), NOTED iii' LO » _ _ _ »� w W �= Cal I w 9.6 2 /2 METAL TUD , 16 . ( R TED hN 9.7 15/8 METAL TUD , 16 MAX. , R A NOTED " = co m z {� I _6 PH PH PH 9.8 7/8 A HAN E , 24 AX. , R NTE hl W V 9.9 DEEP LE TRACK hi the U I I A TAPE (BLUE) hili; Q FILLER MR FILLER WORK I IN TA E L A E LINE SP-4(L) SP-4(L) SP-3(L) FILL LU 9.1 1 3-5/8F IP TRACK. -- - - - - _ - - - I FILLER BR-5(L) I AREA w 3'-0" 104 I 972 AIANT TN�BACKER ROf� Vii: allitt` f� 6 W X 34 H4 Nd ASHWRAP L 9.T3 METAL 2 . MAX. htM i .I I8 E RE NT GYP. B Q co ADA CASE r _ RD _. ------ -- - ---- - - - !'. - i ® C� 0 N _» Lp / TRICie CN cv GATE BY CASE F_ I v -9.1-1-3-5/6 .I H B IL�UP BEAM �i ` �. -- _ I'--- _ :fIA[ _. W O� l MANUFACTURER TYP. I - S 9.I 3 / x 2 A METAL TUD WITH I.58 FLANGE.-I.6 _ __ ___:ri i-_-_ _ ( M NU CURER m .I 4 - TE - - ---- - - --------- 9.I I x 12 GA TRACK W7 ! 5/8"FLANGE -- _ h0 GATE BY CASE °C s - I 2 3 5l x 2 A TRACK IT I I/4 FLAN E. MANUFACTURER TYP. 1-011A. 1 A iii' t - 9.21 14 L NL - --- -- - - : .. 3'-0 I/4" 45 S E I 9.22 A WIRE TIED T TRUCT.-AND COLD ROLLED�ANNEL h�` h `n (D z Q �,., pH 9.2 3 5/8 LIGHT BUILT UP--COLUMN_ _ -_ _ - - :iii' iii; 0 O � 9.2 6 2 A TRA -W/ 1 5/8°FTANl�E, 16" _ - - - hi SP-4 L M - � 9.2 2-3/4 W D A ING - �-- FILLER ( } RSP 3(L} FILLER l �, N D� 9.26 PKEFINI HED MDF PANEL ---_-_ _ '' fl. V� o m DIAMOND 9.27 1/4" . BOARD hit hhi Z r ROOM Nd �Id 9.28 /2 CEMENT B ARD °- 4'-3 11211 4'-3 112 " 102 I :;::{ 10.0 19 ? PE IALTIE� J m Ly-SO 1 .1 IR ULAR L UVRE5-LE_5_ UE LOCKS 2°DIA #RL5C2- - -a %!2 LF 2 RA BAR-BRA DLEY_I I/4"DIA.x36'� ATlN I I 322-00136 _ 10.3 RAB BAR-BRADLEY 1 714"DIA.x42" - -- __ ® N l -- { SALES LVi-SSLO `\1 AREA _�' m o FL-02 TIN FINI H -639-2--00--f 42 __ __ "HELZBERG DIAMOND5" 7A700 TYP V � _ UH-SO 1 .4 MED IN ABINE -BRADLEYIBRADEX_RECE55ED. - ® a I 0 t I LE TEEL-175 _ 51GNAGE LOCATION @ I 1 .5 PAPER TOWEL D PEN ER-BRADLEY URFAUNTED FRONT OF SHOWCASE I x 15 6 Hx4 U _ 4'-2° 1 .6 TOILETPER DI PEN ER-BRADLEY RFA E MOI TED _ ® <> _ --- p r 0 j e C t n u m b e r ---- -- Q. LH g EQ IN L RLL-5084 4'-I �, 12007.052 7 ANITARY N PKI DIP AL-BRADLEY fCLE <::>: ' ���--- ED 8 x I -.1�2 IT- ':`::::: 200 . I' 6° .8 AP DI PEN E -Bf�ADLEY 24 FL OZ. =650! - --_. - ®_-_- _ _ drawin issuance ISLAND 2 Nd = I 9 TOWEL D PEN ER-B BRiCB-.253_ -- - --- --- -- ■ -- -- -- I'.' g ®LU .I RAB BAR- EY I 4 DIA.XT8'� >» t 47 LF _ U, m ,�, >< : LANDLORD/PERMIT/BID SET 01.09.12012 3'-9 3/4° TI FINI H -8322- 18 `� v 1 .I EXI TIN ALL LKHEAD 7�REMAIN -- ® - m x I 12 EXI TI MA FL OR SLAB TO REMTIN d r a w i n g r e v i s i o n s t 13 EX TIN M L FLWR TILE TO REMAIN_- PH PH PH PH = o _ ___ No. Description: Date: P-1 CO Q _ I4 MU TI-DI IO1�AL ROLLINCAiTOR _ _ _ _ MR 5 . 8 ALUM. B(NET FACE W/SEMI- _ ® off FILLER FILLER BLA K FI I H-PAINT INTERi�R DF CABINET Wt11TE 5P-4(L) 5P-4(L) 5P-4(L) 5P-3(L) --- - - I .16 I ULATED DRAIN _VER_ ® ...; 10.I ALUMINUM CABINET: .063 ALUMINUM W/ ® <' EM-GL�S5.BTA_CK,FIN1511- --- - -- ---- - --- - -- - _ <: I .2 BA K PANEL PIAN HINGE FOR SERVICE ACCESS a ■w - -- - m I I .2 14 TEMPERED_GLAZING - 2 BERG KAPMC- - - -------- ------- = BRIDAL0.23. HE BERG PROMISE 51GN - r m ROOM 10.24 T REFR N -RE:-SIGN DRAWINGS-- _ ■><I <--_ `\' I 105 .25 FULLLENGTH MIRROR: B BRICK-COx2 , B-29G_20G 0 l v STORAGE .26 411h x 36 REEF,5CR_EW5 Td W�LCON TOP�5F EB _ ®:j.:;: hitt o I OA700 I06 .27 TMAWNING - -- - 11. EUIPMENT profIsssionaIseal MR MR M SECURITY 1.1 ALE DI PLAY A E ,_CON RA T RELAY_0(JT _ 2 IA ROOM Df-5K-AND CHAIRS I._6" FILLER BR-4(L) BR-4(L) BR-4(L) BR-4(L) BR-4(L) RBR-3(L) MONITOR I 3 FFICE DE5K WITH TRACE - ---- - 1.4 DIAM ND R M ABINET -`_ • "HELZBEKG DIAMONDS" Nd Ind _ Nd ud Nd SONIC _ -� -»- -» �- - JEWELER ROOM FL R SAFE - 51GNAGE LOCATION @ 0 56 LF o l 6 ED ► FRONT OF SHOWCASE _ _ 1.7 GOLD CA5E5 TGE=ELEC_CONNEI�N BYE. HENRY 0, LOVER rr, "� l 3 RA AFE 3- 1/2 Dx432�H 4,424 Ib5_ _ r '< _ r>`< cle p """` m - - - - - - - " ® - - - I I.13a MAL TO E AFE 25''Wx30 I�2"Dx42'f I-7�9 lbs _ ®::. ..: m / WALL FEATURE I I I "---- - 3573 51GN GE I 14 T RA E HE VE 12 Dx4B W ________� >> I I I. 5 T RA E HELVE_ 2 Dx361/ - o i A p/ lft _ O FAXI I I 6 LAYAWAY CABINET AND FAX�IELF_WITH 5TORAAGE -- - ®-- --::::> OVERLAND PARK9 KS S GE I » m 5- 41011 0 �� AND LATERAL FILE 20"d x 42�w flex V. TI 18 FLA5MA v� . OF I ME RANI AL REFERENCE MECIIANI�AL DRAWINGS) NOTE: ALL FIXTURES,5HOWCA5E5, - - - - - - - - - - - - - - - - - -� d r a w i n g t i t l e CA5HWRAP5, BACK ISLANDS, 6. ELE TRI AL REFERENCE ELECTRICAL_DKAWINJ ( MILLWORK TO BE COORDINATED 16.I SECURITY QUIPMENT FIXTURE PLAN I A700 WITH FIXTURE MANUFACTURER F IXTUPT PLAN d r a w i n g nu m b e r SCALE: 114" = I'-0" -- ,, KiEf NOTE: NOT ALL 11-1, .,�'.;' ERENCE KEYNOTES USED0 O NOTE: " FU>?NI5H ,N TALL r Z oL cD Ir " V F N t...', - ' U . �c DESCRIPTION � Q o Q o v I- 11 . ALL ATTIC STOCK TO BE LABELED AND STORED ABOVE KE5TROOM. ,L� z o z p `Qz � � (jQ � Y a) 2. REFERENCE DRAWING 4A4 I 0 FOR INTERIOR BASE DETAIL. �` • '® EE E IFI AT N , DIVI I I r 3. ALL CARPET I5 TO BE INSTALLED BY THE G.C.THE GENERAL CONTRACTOR SHALL COORDINATE AND SUPERVISE Q O THIS INSTALLATION TO INSURE THAT A FIRST CLA55 JOB 15 ACHIEVED.THE GENERAL CONTRACTOR IS AL50 2. ITE WORK11 PUNCHLIST. A CARPET INSTALLATIONE LITI N N TE , .-1 () C, I RING CIII N 2 D M A (NISTFI TI N D V AND DM EPE I RESPONSIBLE FOR CREATINGE . RESPO .. Z A c; 4. G.C.TO PATCH ALL AREAS WHERE FLOOR I5 NOT LEVEL OR TRUE PRIOR TO FLOORING IN5TALLATION W/ N 3 CONCRETE . UNDEKLAYMENT MATERIAL. FLOOR SHALL BE LEVEL TO 1/4 IN I 0 0. P UMBIN ELE TRi AL OC 3. P T N RETE LAB L W LO EHNIALA RS D > t` 5. G.C.TO VERIFY APPROPRIATE METHOD OF LEVELING TENANT FLOORING W/MALL FLOORING. ANY REQUIRED 11 0 N ADDITION TO OR REMOVAL FROM THE MALL FLOOR SLAB SHALL BE ACCOUNTED FOR IN THE BID. (D 4. MA NRY O T AL 1Nw � O d- "I". O (O I. I. .. PAI ANY DAMA E T MALL ILS R W L PATH RE R ' G. IF SPACE IS ON AN UPPER LEVEL OF A MALL A WATERPROOF MEMBRANE MUST BE INSTALLED ON RESTROOM M NRY D. .'.'."::'.- _M . 1i11 I ,: .�. - - - - FLOOR.THE MEMBRANE MUST BE COMPATIBLE WITH FLOOR TILE AND GROUT, AND MUST EXTEND A MINIMUM ,;s OF 6 UP WALL. 5. METAL ..."�...".'*......",.��-+.,.� 1".�.�.....,.----'...---'.�"-l'.....": > H O .1 EXI TIN STRUCTURE T REMAIN- T VERIFY IN FIELD0 , 7. G.C.TO VERIFY ALL CONTROL�EXPANSION JOINT LOCATIONS�PROVIDE UNDEKLAYMENT BENEATH THE TILE .2 / T U L TEEL S A TUD Ali; • WHICH ALLOWS FOR FREE MOVEMENT OF THE JOINT WITHOUT AFFECTING THE TENANTS TILE. 5.3 6 STRUCTURAL STEEL METAL STUD X' �. I11 5.4 TYLMA DIVIDER I2 G4 �■ trrtri � 00 tt!5. 1 5/ LD ROLLED CHANNEL Vii: .' 8. G.C.TO VERIFY ACTUAL TILE DIMENSIONS(21"X 13"�AND MAINTAIN GROUT SPACING OF: 1/4"ON FLOOR TILE 5.6 3/4 W x 1/2 D x 96 L BRU H D ALUM. REVEAL ®" :fir; W 00 O AND I/8 ON WALL TILE I/8 L MN. E I AN LE () d. 5.8 TYL A -M D 12 41 ® >r' Iii€: Q c0 r 9 A 15 L MN TRIM 12 GG ® -J 5.1 TYL AR WA LM KKEK HEAD I ! 3G ® ::iii:: W M .1 I TYL RK AL MARKER ILL AND ANCHOR I 1 48 I • ` < ;i 1; c� 5.l 2 AR COLUMN TRIM 12 G5 S ALUMINUM TRA- AREN Y FRAME. ® 'I? ;il!i Q NOT U5ED NOT U5ED NOT U5ED 8 IW, 5.I4 2 TYL A K AMLOCK TOP ANDB TTM 5I I99 ®>>< GENERAL NOTES 5. 5 I/4X1/8 DIV]DER LLO O 16 H UTER T I REN U- :iii O H TE TRIP RE U-U ; O l U R SCALE: SCALE: SCALE: 5.17 @ @)(9SCALE. SCALE= NTS 4 5.18 DOUBLE C J IST HEAD 4X!2 GA. 19 TER TRIP RE -TK1. `' (a) G. CA ENTRY 6.I IF TREATED WOOD BL KIN THIS DRAWING hos been prepared by the Architect, or G.2 3/4 FIRE TREATS PLYWOOD prepared under his direct supervision as an instrument Em of service and is intended for use onlyon this project. All 3 2x4 D KIN F K EXI TIN AER LIN I.. Alt: idesigns, including h DrowinQs, Specificotions, ideas and t e E B Y. TIE ALL A T RA55EMBLIES IN A SINGLE overall layout, form, arrangement, and composition of spaces CASE RUN TOGETHER F R LATERAL TIFFNE and elements portrayed, constitute the original, unpublished G.4 2x8 FI TREATED D UBLE STUD HEADER I Work of the Architect. Any reproducto, use,or disclosure of 6.5 3/4 HD D. F E WI /2 x 1- /2 STOP, PAINT T MAT the information contained herein without the written consent ADJACENT RFA S of the Architect is strictly prohibited. © 2013 H.C.KLOVER ARCHITECT kG 1/2 x 1/2 HARD WOOD ULDIN ' ' NOTE: x4 WOOD TRI PIECE :i Vii; THE ARCHITECT DISCLAIMS responsibility for the existing building /2 FIRE TREATED PLYWOOD W/N N-ARRA IVE structure,site conditions,existing construction elements, or onj I/4 U HI N AKIN documents,drawings or other instruments pled for an pori of th;s y i i i I Tfl Ar h RESTROOM FINISH MATERIALS <..>;. Project which do not bear the Architects s sea. e c tect s 12 1/4 HIM 0 I i i Pr' n ABOVE POL-I sernces ore undertaken any n the interest of the Project Owner. No TRIM AP-I N ABOVE PO I ►� POL-2 PROVIDED AND INSTALLED G. I/2 MD tr>p�l o!>rgotian is assumed by the Archdect for the benefd al any other entity. D L n POL-I ABOVE BY THE G.C. RELATED DOCUMENTS: This Drawing is o single component of on BELOW T-7 0'o TRIM AP-I o integrated set d Construction Documents. General and Supplementary T-5 o BELOW T- o T-5 POL-3 AP-I TRIM 7. HERMAL M I TUBE PR TE TI N �`'><>;: Conditions of the Contract,General Requirements,Specilkotions and POL-3 POL-2 T-7 BELOW 7.1 MIL.TRANSLUCENT P LY E URED T K! KE r ililri other Drawings may affect the Work described. Failure to review and T-7 N T-7 7.2 MIL.TRANSLUCENT P LY T VER EXI TIN MALL TILE ij; integrate the deggn intent of the whole d the Construction Documents 7. BLACK NEOPRENE ®I'%••`•< � does not relieve the Contractor from providing a complete Project. 7.4 T U ED ® COMPLY WITH al bws,codes,ordinances anal regulations with authorities 7. N USD Dowrwt start Work un ion a o�jh remuls andiremen required o on approvals s,areoplo�oed + + + + + + 7.6 VHB UBLE ATED A RYLI FAM, 494 I .. P� e9 PP + - - - - - 7.7 x3/8x3 E PRENE P D ;.... � VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and occeplor�ce of all POL-3 + + + + +Ill + + + + I� _ + + + + + + + + + + WCf) + ex'xting candicans Application of o material or u�ment item to Work i or and assumption + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + nsloned by others constitutes acceptance of Uwl W k, p + +-+= � ++_ +_ T = 7- 4- � + + + + + n+ + + + + + + + + + +� __ -____ _ 8. D WINDOWS ,L: <<> of responsibility for sotisfoctory ins anon. + + + + + + 's + + + + + + + +-+ -+ + + 8 + + + + + +. -+ + + 8.1 /2 TEMPERS LEAK LAZIN + + W + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _ DUIENSIONS SII(>rYN ore to fitiSh(ace al o material unless dherwise ind�cafed. BA E G 6 VE A RI E AND TU S TEEL UPP RT ®<r; "_ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Pt + - I 8.7 LL W ME L D K FRAME ;IMS`, dimes - NOT` �orrgs dhernse�esle4 POL-2 + + + + + + + + + + + + + + + + + + + I+ + + + + + + + + _� + + 8.8 /4 x 3/4 ALUM.TRA FA TSNSD T PLYW D `lei - r o ' e c t t i t I e + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + p J -SII SII 11 I I + +II + + + -4 _j _ - + + + + + + + +II + +I + + + + + + + + +I� + T + + + 9.0 2� + + + + + + + + + + + + + + + + + + + + + + + + + + + +II + + + +P_3 ++++ + 9.I 121 HE BD. Al.. �O 41 + + + +il + + + 11+ + + + + + + + + + + + + + + + + + + + + TYP. + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + +WCi-I + + 9.2 518 GYP. BD. 9.3 5/8 TYPE X GYP. BD. (COMPLIES W/A TM 3G lilA: 06 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 9.4 6 META T D 16 . AX. , R A N TED ri + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� �, k k + + + + + + + + + + C+ + + + + ! + I+ + + + + + + + + + + + + ` � P-3 + + + + 9.5 51 MEA STUDS, 6 (MAX.), R A TED iii LO + + + + + + + + + + + + + + + + + + + + + + + + + + +""" t�J+ + + + 9. 2 / E A TUD 6 (MAX. , R A N TED Ali: til! - I �0� + + + + + ABASE + � + + + + + + + + + + + + + + + + + + + + -� + + + + 9.7 / META TUD 6 R A TE 2A600 TYP. + + + + + + + + + + + + + + + +j + +I + + + + + + + + + + + + + + + + 8 + + + + + 7/8 AT AN E , 24 M K A TE w ,• + + + + + + + + + + + + + + + + + + + + + " U + + + + + + + + + + + + + + + + + + DEE LE T K .... .. �= -+-+-�- -+-�-+- +- -�- + + + �+ + + + + + + + + + + + + + + + + + + + + +_ _+ + + + _+ + + + 4+ +i+ + + + + + + + + + + + + + � � + + + 9.I 6 WIDE A N TAPE BLUE 11MIi; SIC' a- ® + + + + + + + + + + + + + + + + + + + + + + + + f- + + ) + + + + + + IN TALE LIE >>'>' T-7h + + + �� + + + + +�+ + + + + + + + + + + + + + + + 1+ P�3 + I + + + + + + + + 9.1 1 3- /8 I T t cn i 2 ELAN AND B KER ROD i0 Gj + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �A ( + + + + + + + + ® Q M T-5VA + + + + + + + + + + + + + + + + + + + �- + + _ + + + I 3 M A 2 MAX. - - .14 /8 TE REI N . B ARD ; C/� CV + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I 5/8 AL TRIM :OMNI 1 0 + + + + + + + + + + V + 11 + + + + C"i ri � + + + + + + + + + + + + + + + + + + QEF€REfJCE+A200 ASOO+fOf� + + + + + + + + + + + + + + + + + + + 9.I LIGHT A BUIL UP BEAM 110. . . ;Z '. W p� + I t , + + 75/811x 2 A METAL STUD WITH I /8 FLANGE. 16lii' + + l3 ISII I L OLtTS + + + + + + + + + + + + + + + + + 2- 4 TEK SCREWS Cilli: Q AL RI A,L 9.18 4 + + + + + + + + + + + + + + + + + + Q + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� 9. 9 ! x 2 A TRA K W/ 15/8 FLAN E >NMI' MrM 0 W W + + + + + + + + + + + + + + + + + Joe + + + + + + I+ + I + + + + + + + + + + + + + + + .2 3 / x 2 A T WITH I /4 FLAN cif; :iii: � 0 0 POL-2 + + + + + + + + + + + + + + + + + + + + + +_ + + + + + + + + + + + + + + + + 9.2 14 A. 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Z. -65 I ■ + + + + + + + + + + + + + + + + + + + + + + +_+ + + + + + + + + m 9 TOWEL DISPENSER-B BRI K 8-253 ■ d r a W i n g I S S U a rl C e 2' _ I + +I t + + + + + + + + + + + + + + + + + + + + + + + + IF+R + + + + + + + -I+ + + B BAR-B DLSY 114'DIA.x 18 ®«.<I . LANDLORD/PERMIT/BID SET 01.09.12012 ABOVEMLL + I + + + + + + + + + + + + + + +I�+ + + + + + ATl FINI H -8322- 118 Isi,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + TO TRIM AP-I �P' + I jf + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ! 12 EX.1 II TIN MALL BLL REALAB TR REMAIN ® d r a w I n g r e V I S i 0 n S BELOW T-7 + +I + + + + + + + + + + + + + + + + + +) + + + + + + + + + I+ + I + + + + + + + + + + 13 EXI TIN MALL FL R TILE T REMAIN • + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 MULTI--DIRECT AL R LLI ATR ; :lam No. Description: Date: + +_ � � +I + +I� + ! I 8 ALUM. ABI E FA W/ EMI- ® r' iiiiiiii� L BLACK Ft I H -PAIN i TERI R F ABINET WHITE + + y + + + + + + + + +_+_ + + + �+ + + + + + + + + + + + + + + + + + + + + I I G I ULATED DRAT VER . ` � ilii:. 4+ pr1 I 19 ALUMINUM CABINET: 63 ALUMINUM W/ ® ... POL-3 + + 5E C- + I + + + + M+ + + + + + + + + + + + + + + + + + + + + + + + + + + + 1. + ��+ + + + + + + ± + + ± + + + + -+J+ + + + + + + +1 + +I1+ + + + + + + + + + + EM- L B FINI H + + + + + + + + + + + + + + + + ++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I + +I�+ + + + + + + + + + + I .2 BA K PANEL PIAN HIN E F R ERVI E A E '<1. ®>><;'' ! .21 1/4 TEMPERED LAZI i' 22 HELZBE RAP I �■ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + POL-2 + + + + + + + + + + + + + + + + + + + + Ta + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +I + +11+ + + I 23 E BER PROMISE SIGN . ;IMM; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 24 STOREFRONT -RE:SIGN DRAWINGS ® <il �II1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .+� + + + 25 FULL LENGTH MIRROR: B BRI K-6 x2 , 8-29 2 6 ■ ''"+ + kA000 T�YP.+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + - + + + 26 24' x 36 W HELF,SCREWS W L NTP F FE ■� .. i ' 2AG00 TYP. .27 U T M AWNIN + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1 + + + + ® ``'' ��iI. + + + + + + + + + + + + + + + + + + + + + + + + I + + + + + + + EQUIPMENT+ + + 11. u sea + + + + + nal + + + + + + + + + ofessio 1,7 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ii + + + + + + + + + + + + + + + + + + + + + + + + + T-7 - - + + + + + + + + + + ++ + ++_+ ++-++��+-++ + + + I I I ALE DISPLAY CASES, NTRA T R T LAY OUT ®'> ®' ! 1.2 DIAMOND ROOM DE K AND HAIR ®: T-5 + N + + +1% %++% 11 + + + + �Il+ + + + + ILII+ + + �II1 ��-®- t + + + + + + + + + I 3 FFI E E K WITH T RAE ® <`'' - - _ - - - - + _+ -++-+ - + +-�-+-+--+- --+-+�+ + + I + + + + + + + + I.4 J DIAMOND E D R M FLROOM BINRT AFE ® ® <r' .sir + +�I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + BRIDAL + + + + + + + + I I.6 N U ED + I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 00NF + + + + + + + + 1 1.7 LD CA5E5 W/STORAGE - EL NNE TI N BG.C. + + + + + + + + + + + + + + + + + + + + + + + + + + + ERY 'KLOVER 2 I 2 H b5 AFE 12 Dx43 Wx 4 4 4 T E 35 ll + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + POL-2 + + + Cr- 11.13a MALL STORAGE AFE 25"Wx30 I/2"Dx42"H ,779 lbs r <'<' ®''''` 673 + I + + + + + + + + + + + + + + + + + + + + I I !.14 TRA HELVE 2 Dx48 W + + + + + + + + + + + +�+ +_+ + + + + + + + + + + + + + 15 T RAGE HELVE 2 Dx36 • ® � Lp PARK,K� g + + + + + + + + + + + + + I + + ++_ +� - + + + + + + + + + + + + + I I.16 LAYAWA ABI ET AND FAX HELF WITH TRA E + + + + + + + + 0 -':.*_'._1`i-*�' :::: `�% I (�+I + �o +� + + + + + + + + W - + ++ I 17 A D NOT ED LFILE2 dx42w PO -3 + -I+ W -� + + + + + + ® > Kiriq/� + + + + + + + + + + I --+- _+ �-_+ + + + + + + + + + + + + + + + + 1 1.18 PLASMA T.V. - - 15. MECHANICAL REFEREN E MECHANIC AL DRAWIN d r a w i n g t i t l e ABOVE FOL-I !6. ELECTRICAL REFEREN E ELECTRICAL DRAWING TRIM AP- BELOW T-7 I 16.I SECURITY EQUIPMENT ® ,. ;< FINISH PLAN d r a w i n g num b e r :..4 AIIIIII0111111111111111111111111kN :X,­ I::':&: :EIN151 FLAN - .:.'*.'.' -1.1..:- Fat:."'. AW � SCALE: I/4" = I'-0" l - - I i � CEILING LEGEND: REf ERENCE NKEYNOTOTUSED ALL =+iIii"IIIIIIII 0 E NOTE: L, T -, () O .I 10Q EQ F1,10151-1 1N�_A1s ,.._ I EaRECE55ED METAL HALIDE FLUORESCENT _ DOWNLIGHT-ONE(1)LAMP 2X4 LIGHT I. IN LOCATING CEILING ELEVATION DIMENSIONS, FIRST LOCATE,THEN MAKE ALL MEASUREMENTS ' m DESCRIPTION c o o LU z Q Z (D FROM THE HIGH POINT OF THE FINISH FLOOR. RE:Al I0 FOR ADDITIONAL LAYOUT NOTE5. u-- z 0 o z d Q j FRONT OF CASE ® RECESSED METAL HALIDE STOREFRONT*TRIM TO BE LEVEL. Z o g o D DOWNLIGHT-TWO(2)LAMP 2. 51ZE FOR LAY-IN CEILING 50FFIT5 IN 5ALE5 AREA 15 NOMINAL. COORDINATE W/MANUFACTURER17E - `..'` ®� E E IF T N , DIVI I '`" Y i ACTUAL 51ZE OF REQUIRED OPENING. IN M05T CA5E, IT WILL BE APPROXIMATELY 5/8"LARGER. > , f� i ® RECESSED METAL HALIDE 3. COORDINATE THE FINAL LOCATIONS OF THE J-BOX*CONDUIT FOR THE SECURITY SYSTEMS <' I Q O DOWNLIGHT-TWO(3)LAMP WITH THE SECURITY 5Y5TEM CONTRACTOR. 2. ITE W a- M MOTION 5EN50R E PE IFI TI N , DI I N 2 DEMOLITION T U 4. ACT-I TILE GRID TO COME PRE-FINISHED FROM THE MANUFACTURER-WHITE z - - __ ____ _ _ _ _ _ __ _ _ _ 5. RE5TROOM HA5 A GYP. BOARD CEILING WITH PLATFORM. RE: 3*7 ON A420 FOR DETAILS. - - - - - - - - - - - = NOTE: NOT ALI REf ERENCE KEYNOTE5 U5t[) 0 LU IfU_�N&i IN5TALL 0 C\J LU < UJ DE5CRIPTION 2! C), < C5 <in LU M5TING MALL >e LLi UJ U_J CEILING I.0 ll(�LNLKAL JON -1 5EE 5PICIFICATIO959 15 Cr< 0 .4 CL 2.-U--51TE WORK 1-011 1-1 IN HE -DIV15ION 2f-DEMOLITION_N0Vr5__ z -4 2 If' 11-411 11-10 11211 2 EQ. 2 1 10112 G EQ. 21-511 11-7 11211 1-9-CON CRETE............ .......................... ....................... 3.1 PATCH CONCRETE 5LAB @ FLUM13IN ELECTKICAL. ........................ .... ................. ..................... . ...... t MECHANIC 1)................ ...................... ........... ... ------ . . . ... ................................ ...................... . . ..... .. ............................ ......... :...................... .......... ............. ....................... AL A5 RE Q W U) 011 ............... . ......... ............................. MA50NKY............ ...... I....... . .. ..... ..... ............ .. ......... 14A400 IM. .. ...... ................. .......... .. 4............... ... ..................... ... ... .. .. .............................. ....... ......... ............................. ........ .. ... PATCH REPAIR ANY DAMAGE TO MALL TILE OR.WALL ............ 4.1 ............ .................. ... ....... ............................... ............. O (O .......... MA50NKY A5 REQ'D.. ....... cii ............ ......... ............. . ......................... ........ ........... W.............. ... ................................... . ........ .................... ............ ... ....... ................. .... 5 METAL5 -LL)...... GC;JU VLKIrY IN rl 5 1 EX15TING 5TRUCTUR TO REMAIN L_ VJ .... ................ ao ...................... . .......... .......................... .................................. 0 5.3 G 5TRUCTURAL 5TEEL METAL 5TUD W............ .... ...... ..... .. .... ......... 00 5TYLMARK DIVIDER#I .........in ......... 5.4 20G4............................. ........C\J ............ COLD ROL ED CHANNEL z ........................................ ........... U ............ ............................ ...... ............ .................................... 5.G 3/4"W x 1/2"D x )G1 13KU5HED ALUM. KEVLAL 03 Cq ....... ......... 0) ............ ............ 5.7 1/6 ALUMN. EDGFNG ANGLE .......................... .. ........... .............................................. . .- - - --"..-::....... ......... . ... . .... . .... . ........ .. .... ........................... . ................ .................. . ................. ....... ....... .. .................... ........... .... ...... ....... . .......... 5. 0 5TYLMARK WALLMARKER.HE .. ............. 1 b]YLMAKr\WAILLMARKLIK t5ILL AND ANCHUK#1 10461 0) 5TYLMAP.. ............................. .. .............. 5.TZ K 900 COLUMN TRM#I 20OG5 ........ .............. -5-.F3-ALUMINUM TRAN5PARENCY f RAM E............ ......................... 15 CL ............................................... 5.14 2)5TYIMAKK CAM LOCK TOP AND BOTTOM#510199 PROVIDE FP\T PLYWOOD ................................... LO 5.15 114X I/6 IAVI L)Ll;�........ LO ................... BACKER 13EHIND 5IGN................... RP F\ENOU-V............ 5.1 G 5ChLUTER,5T..................13A400 ..... ................... 0) .......... ......I.... ........................ . .....I .................. ... ................................................... 5.17 5ChLUTER 5TRP RENOU-U ....... .................... ............................ T HEAD, 4X I.......... ALL fIN15h::5 TO RETURN ....... ... ........ z ...... 5.18 DOUBLE"C',J015 2 GA. .................. ........... ...... -TK .............. ..............TO GKILL OPENING,TYP. ............. 5.19 5CHLUTEP\5TFJI`KENO ....................... ................ ....... . ..................... ................................. ..........POL-I FOL-I.... .. ....... ........................................ .. .........TYP. TYP,. .................. ..................... ................ .. .. G.0 CAKFENTRY..........4(- .......................... 4(--.......... THIS DRAWING has been prepared by the Architect, or ............ ............... AP-I AP-1 G.1 FIRE TREATED WOOD BLOCKING................. eporo under his direct supervision as on instrument ............. _G_._2_3/4"f IRE TREATED P OD.................. Pr .......... G.C.TO CUT 0 service and is intended for use only on this project. All .. . . .... iti ideas and desgns, including the _(�_.3 2x4 WOOD BLOCKING FOR EX15TING CA5E ROLLING........... ...........I %..%................. ............ Drowin S .................... .. ........................................ . .. .........I TIGHT TO siouflfor'mc','an' ....... .............. A55EMBLY. TIE ALL CA5TORA55EMBLIE5 IN A 5INGLE overall la aa a mposition of s ces ................................................. ments portrayed, constitute the original, unpub ished COKNER CA5E RUN TOGETHER FOR LATERAL 5TIf f NE55.. . ..... and ele lis I ............. ...... ..............I................. .... .. .... ................................. .......... .:........................................... .............. -G-.-4 2x6 f IRE TREATED DOU13LE 5TUD HEADER. Work of the Architect. Any reproduction, use,or disclosure of ..................... MOLDING............................................. G.5 3/41,HDW0. . . . . . . . . ....... . . . . . the information contained herein without the written consent ......... .. ......... ........... ........... f KAME W1 112N I-112"5TOP, PAINT TO M .......... of the Architect is strictly prohibited. (5.1 2)TYP. . . . . . . . . . ........ . . . . . . . . . . ............ ADJAC ENT 5URFACE (9 2013 H.C.KLOVER ARCHITECT ........ ....................... ............ .. .....%....%.................. G.G T/2Txl HARDWOOD MOULDING.. . .................................. OD TR.IM PIECE G.10 I x4 WO THE ARCHITECT DISCLAMS responsibility for the existing building -9.1-1 1/2"FIRE TREATED PLYWOOD W1 NON-ADRA51VE I ons,existing construction eemen of any . .... ... .......... tructure,site condi documents,drowi s or ot ins is y for any of In'Is ........... I/4rCU5HION BACKING Project which do not r the chitects seat. e hitect s . ......... ........ ................. G.1 2 1/4"5HIM services ore ................. ......... ................................. un oken only in the interest of the Project Owner. No ................ . ....................... 15A400 POL-3................... TYP. ............ G.13 1/21,MI)f... ........ obrigatim asswied h Archliect for the benefit ol any other entity. ............ �PO L-2 RELATED DOCUMENTS: This Drowi a single component of on ....................CY) 49�Itls .................. integrated set of Construction DDcu General and Supplementary 1yP.. ............ ... ..................TYP. ............... ...... TION Conditions of the Contract,C,enerd Requirements,Specificatons and ............... 7.0 THERMAL*M015TUR PKOTEC ............ TRAN51LUCENT POLY 5ECURED TO KICKER5 ................................ i . failure to review and ..................... other Drawings.may affect the Work described ............. 7.1 4 MIL......................... .. ....... I....... ... Integrate the design intent 0 the whole of the Construction Documents 7.2 4 MIL. TRAN5LUCENT POLY TO COVER EX15TING MALL TIL .................................. ................ doei not relieve The Contractor from providing o complete Project, ................................. LACK NEOPRENE 7.3 13............. .... ................... ... ....... 7.4 NOT U5ED COWLY ITH all lows,codes,ordinances and regulations with authorities .................................. having jurisdiction and with requirements of the Landlord,if a icable. .............. ON I 7.5 NOT U5ED ........................ Do ndt start Work until all permits and required approvals ore%toined. VERIFY ACTUAL CONDITIONS ond dimensions prior to construction. T-5 7-G 3M VH13 EDACKYLIC AM ........... .......................... 7.7 b"x315"x3"NEOPRENE PAD mencement work consttutes ver oti n and acceptance a all existing condition 4plication 0 a mot idd nt Rern to WA insloW 4 others constitutes acceptance 0 I or,and ossumption .0 DOOK5*WINDOW5 ...... of respons1ility forr satisloct ins Potion. 130TTOM TILE -Y BOTTOM TILE 6.1 1/2"TIMPERf AR,GLWAZING TO 13E CUT A5 TO BE CUT A5 DWEN90NS M ore to rbish face of a material unless ol[herwise irdcotd OVERHEAD GRJLLE AND TO-13-E-5TEEL_5UPPORT (ACUT I C19R 6menk-DO 401 Of drowirip uriess othinise kId REQU I RED(TV.) REQUIRED(TYP.) -F7-HOLLOW MUR-DO-OlUf RAME 6.6 3/4 X 3/4 ALD W-TRACK-f-R5TE N f D-TO-rLYWOOD`HfLZI3ERG DIAMOND5- "HEI 713ERG DIAMOND5 p r o e c t t i t I e 5IGNAGE LOCATION @ 5IGNAGE LOCATION @ FRONT Of 5HOWCA5E FRONT Of 5HOWCA5E 9.1 11/211 Gf. 15D.9.2 5/611 Gf, 15D.- LO -9-.3-5/8"_TYFC_vXTGY_[�_BD_(COM PLIE5 V/A5TM_C3Q_____ED 5TOP\Ef DNOAT ELEVATION T5__3 5/6"M ETAL-5-T05--T G�� NAM')'V.)-, -5 T-D-9-4 0'[5T'D 1 (M) E LU LO 3 -5-.G 2 1/2"Ml!T­A[5T_D`D­5_,_ O_.-C.-(MAX1, CRA5-NOTED 5CALE: 1/211 I 1-011 1 5/5"META G O._C_.9.5 7/6"HAT NOTED_5_.95ff­D1EP LE U UJ .Ta-gFW1_D_E 115TAY[MG TAP_1ffff___I5L_UQ IN5TALLED AT LEA.9E Lill F-5/8"5LIP TRACK TI 1 3 0 0 Ira% D_BACKER 0 Lu:z �9.12 5EALANT AN Ci co -97. 5-8 METAL 5TUD5, 1 2 �C_. MAX.) C.,000.) in fXI5TING MALL 3/_6"WATER.KE515TANT GYr. 50AK.9- 0 C'4 M 9. 5 5/5 ETAL J TKIM C.4 fie CEILING 9.1 G LIGHT GA BUILT UP DEAM f U-J T 1-7 3 5/6 x 20 GA METAL 57TUD WITH 1 5/5 U(4)#1 2 EK 5CREW5 < 0 9.19 1 2"x 1 2 GA TRACK W1 1 5/811 U-0-E 121-2 1/211 121-2 11211 e- -9 72T 3 5/6"x 20 GA I KAC;r\"IT 1 1/4"fLA-NZF-- 0 7 11 TYP Cie___T_ 1 4 GA.CLIP cle) r1&10 112 921 __ANGLE P-I 1 112" 11-411 P-I 1 112" 5 EQ. 21-511 I 1 1/2" P-5 112" 4 EQ. 21-511 2 I I/211 5 EQ. @ 21-511 �1 1 112 I,5 .22 8 GA WIRE TIED TO 5TRUCT.AND COLD ROLLED CHANNEL- -3 5/6"LIGHT GA BUILT U_P=MN 5.23 0 0 5.2-4 _G`_X=A TRACK W1 1 5/6"FLANGE. I G11 O.C......................... ..... ..... .... 9.25 2-3/4"WOOD CA51NG... ................ . ........................ ............. .......... .. .......... .. .....% ......... TF7.. ..................................C\J ........................... ....... ....................................... . ....... ........................ .............. ...... . .. ... .... ............ .................................... ................ ... .... .................. .................. . ............... .................. ... . .... 9.2G PREFIN15MED MDF PANEL ........... ................... ................. ........... ................... ........ .................... .................... ........... ..................... ............ .................................................................... ... .... -2-7 1/4"Gf. [3 ........... .......... (.0000) ................ ....................... ......: .I.I.I.I.............'.....,......... ............................. ........................... .......*............................... ..................................... �] � �]� ........... ........... ............................... ........ .......................... ................. . . ... . . ............ .. ...... ................ ........... . ...................... ..... . .... ... . . ........... 77777= -5._25 -1/7-CEMENT BOARD ............ .. ... .............................. ....... ........... ......................... ............*...... ............. ..... .... ...... ----- ...... ............ ............................ .... ......................... ............. .... ........ ............................. .... ....................... ........... ..... ............................ .................................. ..................................::1...................... .............. ...................................... ....... .0 5 I.......... ............................ ........................ ... ... ........................ .... ... ......... ...... ...................... ...... ................... ....................... . ........ ....................................... ............ ............................................. ............................................................... ............ ............... .. ........ ............. .. .................................... ... ....................................... ................... .............. ........... ......... ....................................... ................................ ........ .................... ........................... ............................ .................................. . ................... ....... ....... ..................... ................ ....... ...:. ..................................................... ........ ............ ........... ........................................................................... .... .. ........................................ ...... ..... ...................... ...... ... ...................................... ....... . ...... ...... ......... 10.0 ................................ ................................ ..... ........... ............ ................... ......_"..................... ................ ..................... ...... . .................L? ....... ..... ...................%. ...... "....... ..... .............................. ....... .......................................... .................. 10.1 CIRCULAR LOUVRE5-LE5LIE LOCKE 2 A. #RL5C2 ................................ ........... . ....... . .................... ................ TO-.20PUBAR,-5RADLffY I I/4"DIA.x3G"..... ........ ................ .... ......... 5ATIN f IN15H 6322-001 3G.............................. ........ ...... ................ . .............................. ............ ....... ......... ... ................. ...... BRA I 1/4"DIA.x42 BAR.................. ............ .... ... ................ ... LO ................ .......... ................. ........... 5322-M 1 42................ ....................... .. -- -------- ......... ...... 00 t--it- _JL_ 5ATIN FIN15H ...............00......... ...... kBINET 13RADLEY/BRADEX KECE55ED LO 1 .4 MEDICINE C ... ....... ........................................................... .......... ......... 01 ......... ... ......... ........ NLE55 5TEE ...... ............. ....... ............................. ]i�*."..,...".�i��.,..ii��!..,...-*,*::,::................................ .................................. .............. .................... ................ -BRADLEY 5U fACE MOUNTED...... .... ........ PEN5EP\.... .................................... ......... 10.5 PAPER TOWEL D15 in ............................................. ............ ................. ..... ...... I I"Wx 1 5 5/1 G`Hx4"D- 250-1 5......................................................................................................................................................................................... ............... ....................................... .......... .... ... .... ... ............................. U............. ....................... F::::*," 9 ::,.:.............. ................ .... ... .... ...... ............... ............... ........ .... . 13P Y 5UPfACE MOUNTED .............. ......... ..................... ........ CIO ................ ......... I O.G TOILET PAP[R,Di5PEN5ER, \ADL................................... .... ................. p r o e c t n u m b e r ........................ ....... ................ ..................... ............ ......... .... - 50,54 .......... . ..... ... ...... .. .............................. ..................... .................................. ........ IL 5INGLE POLL M 6AL-BRADLEY .......... ........ . .... . . ............................ ....................`,%.,, :.....­*................... 7.............. .............:�:-.X.,; ............... TO.7 5ANITAKY NAPKIN Di5P............... ............. 00 ........ ........................... ............. ............... ....... ........... ........ .............. ........ 12007.052 5URfACE MOUNTED 6"Wx I I 1/2"Hx....................... .... ................................. _�i JL 10.5 50AP D15PEN5EP,-BRADLEY 24 IF L. OZ. -G501............................................... ................................ ..... .... drawing issu a n c e ...................... ................... ................. TO.9 TOWEL D15PEN5EP,-1305RiCK 13-253............... ....... . . ...... ... ..... .................. ...................... .......... ...... .................... .... .. .......................... ............ ... ...................... ... ............... _M GP TQ. \A5 BAR-15RADLEY I /4`DIA.x I 8" ..................... .............................. ....... LANDLORD/PERMIT/BID SET 01.09.12012 ................ ....... ............ ........... 5 8322-001 16 ................. ........ ........... ................... ...............121-411 V_ED ................ ATIN fIN15H .............................. .............. ... ............. . ................. .............................. \EMAIN......... PP\OVI DE f PIT PLYWOOD 10.11 EX15TING MALL BULKHEAD TO P. .............. .................PRVI DE f PIT PLYWOOD #1 do......... .... ........ .. ..... .......... ...... .............. .............. .. . ......... ING MALL FLOOR.5LA13 TO REMAIN d r a w n g r e v I s I o n s 10.1 2 EX15T................................ BACKER 13EHIND 5IGN.......... ................ BACKER BEHIND 5IGN ALL 1`05HE5 TO RETURN I 3A400 .13 EX15TING MA ............. ... . ....... ... :0.2 ........ LL FLOOR TILE TO REMAI N .::.*.,:,�i:i.,.,..i.�.�.:.::i..,:�:j;�:�:j: :%*.,*.::... .............. ...... ...... ......... No. Desc6prion: Date: ....... -111IIIIIIIIIIIIIIIIIIIIIII11W 10.14 MULT-DIP..................... .... I ECTIONAL ROLLING CA5TOR TO GRILL OPENING,TYP. .................................................... ........ ...... ..................I....... _VV............. ...... ..... ...... ...................... ................... .......... ALL f IN 15h E5 TO RETU�N .... TO.1 5 .060 ALUM. CABINET FACE 5EMI-.......... ...................................................................*........ ......... ......TO GKILL OPENING,TY K f IN15h -PAINT INTERIOR Of CABINET WHITE........... ............ .... GLO55 DLAC .................... ...... .... ..................... ... ..... ..... .... ........ ......... POL N POL-I I 0.I G IN5ULATED DRAIN COVER........... ........ ................................... W/........................................... ........ .............. ............................ ....... I 0.I ALUMINUM CABINET: OG3 ALUMINUM ............ ........... TYP. TYP............ ... .................... ...... ...... ........11 . . ......... 5EMI-GLO55 BLACK fIN15H...................... .................. .... ....... ... ......4(' ...... ........ NGE FOR 5ERVICE ACCE5...... AP-I ....... 1 20 BACK PANEL PIANO HI 5............................................. ................................... ...... .............T 0.2 1 1/4"TEMPERED G...................... G.C. TO CUT G.C.TO CU LAZING .. ............................ 10722 HELZBERG GRAPHIC 0........................... ............................. .................... ...... .................. ....... ....... .........TIGHT TO ...... TIGHT TO ................... .......... ........ IGN 0 ........ ........ 10.23 HE[2BERG PROM15E. .................................. ....................... .......... ............ ...... IN CORNER ................... ...... CORNER ......... TU4 5TOREfP\ONT 5IGN RE:5IGN DRAWING5 ... ...................... ......... ...... ................. ... 10.25 FULL MOLDING OGO MOLDING LENGTH MIPP\OP\: 50BRJCK-GO"x2o% 13-290 2.............................. W.............. .. ..... TU.2G 24"h x 30 1.1................... .............. ........................ .....................I....... ........ ................................ .................. _QM TYP. :::x:: . 5HELf,5CREW5 TO WALL ON TOP Of 5AfE _C_ - -AWNING(D)TYP. T0727 05T I .............. . . . ......... ...... . . . ........................ ........................................... .................................. ... ==.&. 1 1::::::::.................. .... ..... ..... ....................... ........................ ....... .... ................... ... ........ ..................... ..................... ..... .......... ......................::::::: .... ................... p r o fe s si o n a Is e a I 11.0 EQUIPMENT TJ_--SALE5 Di5PLAY T CA5E5, CONTRACTOR,TO LAY OUT POL-3(POL-3)- ... ....... 5A400.......................... ................ FI.2 DIAMOND ROOM DE5K AND CHAIR.. ... TyF.TYP........... ... . ......... ........................ .................... 1 1.3 Of fICE DE5K WI ORAGE.... ........ .. ............................................ . ............... .. ..... . ..................................... TT.4 DIAMOND ROOM CABI)------) �""""': ""' ............. (POL-2 C T-7 ..................TYP. M FLOOR 5AfE....... ...................... 1.5 JEWE TYP. LEK5 ROO......... ...... ................................ ......................... .......... I : I ::� ......... I.G NOT U5ED TYP. .............. ..........co C; ...................... .................... .... NJ............................. ........ T 1.7 GOLD CA5E5 W1 5TORAGE ELEC. CONNECTION 15Y G.C... ................... KLOVER ........................ ............. ......... .......... HENRYCO '%72"H(4,424 lb5)............ ............. ... ................. TT.1 3 5 1/2"Dx43 V LARGE 5TORAGE 5AfE 3.............................................................. IN IN...... I 1.13a 5MALL 5TORAGE SAFE 25"Wx3O 1/21)x42"H (1,779 1W...................... 3573 ................ ................. ....... ... ..... ............................ ......................... . ............... ..... . ................ .............. ...�%.........__...... ........ ................................... ..................... 2 Dx46"W ........... ........... I 1.1 4 5TORAGE 511ELVE5 I 17......... ... .................................... .............. ................. ... I......................... .................... ............. ... . ............. 15 5HELVE5 I 2`DX3G`W LAN PARKsKS ..................... N. . .. ...... ................. ....... .. ........ AND LATERAL f ILE 20"d x 42"w................................ ................. OVER -5 I I-I G YAWA fABINET AND FAX 5HELff WITH 5TORA E 11.17 NOT U5ED I I.T_,5 PLA5MA T.V.BOTTOM TILE BOTTOM TILE 130TTOM TILE TO 13E CUT A5 TO BE CUT A5 TO BE CUT A5 1 5�0_ MECHANICAL(Pf-fEP\ENCff MECHANICAL DRAWING5)REQUIRED GYP.) REQUIRED(TYP.) ........ REQUIRED GYP.) "hfLZI3EKG DIAMOND5- "hELZI3ERG DIAMOND51' "HELZbER DIAMOND511 d r a w 1 n g t i t I e I G.0 ELECTKICAL(Rff ERENCE ELECTKICAL 0RAWI NG5)5IGNAGE LOCATION @ 5IGNAGE LOCATION @ 5IGNAGE LOCATION @ EXTERIOR I G.I 5ECUKTY EQUIPMENT FRONT Of 5HOWCA5E FRONT Of 5HOWCA51f FRONT Of 5HOWCA5E ELEVATION5 drawing n u m ber 5TO RE f'NONT ELEVATION 5CALE: 3/811 I 1-011 ANION00"401W W" JL IL 14111111111111111111111111111111W NOTE: NOT ALL KEYNOTES U5[[) O �,- ^ U o U I✓U1.N15h INJTALL 11- CID cD F- a >--- a a) CV ry m DESCRIPTION Q o Q o �� 'c!7 c� r^ X W z v J .F. oCz u< CUA {- U :3 EE PE IFI ATI N, DIVISION - Q O LrL 2. ITE WORK -- EE PE IFICATIONJS,_DIVISION 24 DEMOLITI_GN NOTE -- �-► �i - -, Z 3.0 CONCRETE _ fY • 3.1 P T H�ONCRETE SLAB PLUMBING, ELECTRICAL M C ANTOAL A5 RMD WLO T 4. MA30NRY ____ l PASREPAIR_ANY DAMAGE TD MALL TILE�R_WACL _ I ; o 1'*A30NKYAS EZ'D, O c� ----METALS --- - - I- 0 5.G: _ 5.1 E� TING 5TR,UDURE TO REMAIN-GC T� VERIFY IN FIELD 5.2 3 5/�CTURAL STEEL METAL STUD � U 5.3- 6 TKUCT�L�TEEL METAL5TUDT- Tl L IARI�DI IDER#12664 - - --- --- --- - - ® ' Z) co -- ChCOLD LLz T 5.6 3/4 WW x 1/2 D x 96 L BRU511E_D ALUM.REVEAL ® ...:.> _ iii W 00 5.7H13 118 ALUMN.EDG`1XG AR1GLE - -- - - ---- - - Rt L/1ARIKJ-M(CD 4 i-2OG41TYLMA 135 LUMNTRIM#120066 c„j TYL ARK WALLMARKER HEAD#1 11 G . r;TYL A ALLMARCT ER SILLAND AN�_NOR#1_1048 IW0) TYt�vTARKCOLUMN TRIM#12D06� • ''> ;fir:5. LUMINUM TRAN PARENCY FRAME. •> > i O Q - - ...... NOT USEDUSIED OT D T U ED �IOT 5.14 2 T`lLMA�.K�ATi/I-COCKTOPANDB�TTdM#5;1�;I 99 -N U5E N0 � �v 5.15 !/4X I/8 DIVIDER. _--_------ - --_-------- - �l� LO � 124 .16 HLUTEK TRIP REN U-V ! frit; SCALE: SCALE: SCALE: SCALE: 5.17 H L TER T P RE -U_ - .. _------_ _ __ ---- -_ --_ -- i - o 5.18 DOUBLE'C' 015T HEAD 4X 12 GA. T' 5.19 H LUTER TRI P REN -TK 6. ARPENTKY I I --WOOD - - - -- -- - - - - THIS DRAWING has been prepared by the Architect, or 6.1 FIRE TRE TED-WOOD BLOCKING � _ ___; p epored under his direct supervision as on instrument I I 6.2 /4 FI TREATED PLYWOOD 11iti r I I 6.3 2x4 WOOD BL KIN F K EXI TIN CA51f K LLIN ] of service and is intended for use only on this project. All I I EMB TIE A ATR - - Drowinqs, Specificot�ons, ideas and designs, including the I I LY ALL A55EMBLIE5 IN A5INGLE _ __- overollloyout, form, arrangement, and composition of spaces LL, MALL BULKHEAD I I AER T ET EK F R TE TIFFNE and elements portrayed, constitute the original, unpub fished I I z TO REMAIN I I „__, MALL BULKHEAD 6.4 2x FI TREATEDD UBLE TU HEADER _ Work of the Architect. Any reproduction, use,or disclosure of - z - the information contained herein without the written consent I I - TO REMAIN MALL BULKHEAD 6.5 314 H WD. FRAME W/ I/2 x I-1/2 5TOP, PAINT T MATCH - . of the Architect is strictly prohibited. I I TO REMAIN ADJA ENT E '"' - '~'`' © 2013 H.C.KLOVER ARCHITECT I I 14A400 I I 16A400 6.6 1/2"x 1 I/2 HARD WOOD MOULDING I I 6.1 I x4 WOOD TRI PIECE _ THE ARCHITECT DISCLAIMS responsibility for the existing building I I G. 1/2"FI TREATED PLYWOOD W/N N-ABRA IVE lit tip; structure,site conditions,existing construction elements,or any /4 H IBACKINGdocuments,drawings or other instruments used for an port of this _ _ _ _ _ _ _ _ _ _ _ _ _ - mm - Project which do not bear the Architect's seal. Tne Architects 9.5 - µ - - mm ( , 1 2 I/4 N I owes ore undertaken only in the interest of the Project Owner. No . G. /2 DF oW*tion is assumed by the Arch7ect for the benefit of my other entity. TO I 9.5 I I ( I I RELATED DOCUMENTS: This Drawing is a single component of on / -_-__-- -- __ --�_-- _ --- _ _- _-- _ integrated set of Construction Documents. General and Suppernentory STRUCT. I I I STRUCT. I ` I I I 7. THERMAL M I TURF PROTECTION _ ________ Conditions of the Contract,General Requirements,Specifications and I I I I I I 7. MIL.T N ENT POLY E LIKED TO KICKERS other Drawings may affect the Work described. Foilure to review and 14A400 .2 I .TRA L ENT P LY T VER I TI MALL TILE - integrate the design intent of the whole of the Construction Documents 9.5 I I I I 9.5 I I I I 9'S I I I I 7.3 BLACK NEOPRENE ® does not relieve the Contractor from providing o complete Project. I I 7. T U ED ------ - -- -__--- -- - COMPLY WITH all lows,codes,ordinances and regulotions with authorities 8.6 I I 8 6 I I I I I 7.5 T U ED honing jurisdicl'an and with requirements of the Landlord,if aPQ�,noble. E - - -- - ------ - - �I 7.6 3M VHB UBL ATED ACRYLIC FOAM,#494 I _ Do not start Work until od permits and required approvals ore Oaroirled I I I I 7. x3/8 x3 NEOPRENE PAD -- VERIFY ACTUAL CONDITIONS and dimensions prior to construction. - - --- -- ------ Commencement of work constitutes verification and acceptance 0 oll _ _ existing conditions. Apgation of o moleriol or ugme0 Rem to Work _ --- __-- hsloW 4 others constitutes occeplonce of thott A and ossumption _. 8. D WIND __ _ - - _ __ of responsibility for satisfactoryinstallation. 2A4 10 I I 8. /2 T E D CLEAK G-LAZING r■. - f y I I 9.5 I I I I I I --- - - - ----- -� - D4IENSWNS SHOWN me to Trish face al o material unless otherwise indicated. I I I I I I I 8.6 VERH GRILLE D TUBE 5TEEL SUPPORT__ ® ® >>': ® � I I _ - _.------ - _-- .. CN.CUTAIE I I�ASURE dimensions-00 NOT SCNf sowings whss dharrise dretted. 8.7 HOLLOW METAL DOOR fKAME M _ I I I = I I I I I I I 8.8 /4 x 3/4 ALUM.TRACK FASTENED TO PLYIIVO�D o I - -- - r o e c t t i t I e - I. 9.22 p 9.22 I I I I 9.5 I I I I : 9. INI HE -- - - --- --_ -- -- - - I I I I I I I I 9.5 I I I I 9.1 1/ . BD. CLG. PER PLAN : I I I I 2 {1/2) I I I I 92 5/8 GYP. BD. - _____--._.___ _ _--_------ ■° I I . CLG. PER PLAN I BEHIND SIGN TO 9.3 5/8 E 11X'GYP. BD. MP IE W/A TM 36 � 06 I A NOTED - ; PANEL ONLY STRUCT. I I I I 9. 6 M T D , 16O.U. (MAX.),(M ) _ I I I 9. / ET L TUD 16 (M RAS-NOTEDlLO 51GN PANEL I I I I 9. 2 1/ MET L TUD , 16 . , K A5 NOTED- l �--� RE:At 30 I RE:A 130 I I I I I 7 151 E TUD (MAX.),OK I 6 C. (MAX. OR A51�OTED - - - ► >A _ _ -- w _ • I I = I I 3A410 .8 7/8 HATCHANNEL, 24 . MAX. , OR"A�N�TED_ �l I I I, 9.9 DEEP L TRA K - ttf •� U 5.5 : I ` 6 WIDE A TAPE"-BLUE - - ---- - - - - twit : Q I « - I I I N TALE T ELINEo- 4 9.113-5/ LIP TRACK 9.5 I I I I I 15A410 _ .12 SEALANT D BA KEK K D - _ ----- -- - - -- c fi TYP. I A TU , Q M 9.IS I I I I I I: 9.14 3/8 WATER,RE I TANT Y . B ARD Al' i Ii CV T. + i TYP. + I ,�, .15 5/8 ETA TRIM �wr INii. N cV s + + _ 1� � 9.1 LIGHT A BUILT UP BEAM ..Y _.. .._.... .... .. ..: . ._ ..-.>.... RE:A 130 I `I ' 9.17 / x 2 A METAL TUD WITH 15/8 -fLARGE-1ark; � I I I -9-71T4 - TEK REW - f' .� 9.2 x 2 T 1 5/8 FLA E iW10 �.�.J 53/4 2 9.2 5/8 x 2 A T K WITH 1 1/4"FLANGE. Ih; �® f� ® CLG. PER PLAN I I I I 9. 4 A. LIP N L ;lwfr 5 3/4" : I I I I 9.2 Wf TIED T TUT.AND LD ROLLED ANNEL > l z Q J# t RE:A13060 9.2 9.2 3-5-/6"-MHT A BUIL P COLUMN Igrii Ili[ �„J RE:A 130 I I I I 24 6 X 2 A TRA W/ 1 5/8 FLAN E. 16 � 7 �_- I I I I .2 2-3/4 W D AIN Vii: �' Z .26 P FII HED MDF PANEL >#A! 9 RE i z •� I I I 9.5 9.27 I/4 YP. BOARD lrerr' a@ 8 1/2 EMEN B ARD 1� I _ I I I (� Q I I I I I PE IALTIE Q > IR LA UVRE -LE LIE LDCKE 2 DIA. - RL 2 ® <{ ILL .2 B BAR-BRA LEY I /4 DIA.x36 '> ATIN FIN15 -8 22-0GT36 _ 0 1 .3 RAD BA -B DLEY�%4�A.x42 POL-I - �- I I I I . - ATIN FINI H -8322-06142 -- - -- -- : « <{" co I I I I .4 MEDICINE 5TAINLBENE I-BRE A LEY/BRADEX RECESSED v wfLO I I I I TO.5 PAPER TO WEL DI PE EK-BRADLEY URF E MOUNTED ®:<< 1 WxI 5/1 G`Hx4"D- 25 -I� 5 T .6 TOILET PAPER I PEN ER-BRADLEY UREA E MOUNTED r 0 @ C t n u m b e r IN LEPOLL- 5064 p I .7 ANITAKY NAPKIN DIP AL-BRADLEY_ ® 12007.052 RFA MOUNTED 61% 112 Hx T 10.6 AP DI PE ER-BRADLEY 24 FL. 0Z.-65D-1 ■ d r a w i n i S S u a n c e i .9 T WEL DI PEN EK-B BR 8-253 ■ g I BAR-B EY 14 DIA.x 18 ® ` LANDLORD/PERMIT/BID SET 01.09.12012 0 9.5 j j ATI FINI H-5322-001 18 NJ I I I I MAIN 14A4 10_ I .12 EXI TIN ALL FLOG MALL OR.BULKHEAD TO - :> drawingrevisions d I I 13 EXI TI ALL FL K TILT REMAIN 9.2 - _ 9.2 I I I .14 MUT-DIRE I NAL R LLIN ATR No. Description: Date: 0 0 10.15 . 8 ALUM, f E FACE W/ E I- a' I I I I' L BLACK I I H -PAIN INTE I R. F CABINET WHITE I 16 I U TED DRAIN VE r 9 ALUMINUMCABINET: 63 ALUMINUM W/ ®<>::><>; <<:: o, I I I I °' EMI- L BLACK FINI H <<` l J 10.20 PANEL IA HINGE R SE\VI E A E I I I I 10.2-1 I/4 TEMPERED LAZIN a I I I I 22 HELZBEF GRAPHIC I I I I .23 E BER PR MI E 51GN lair I 24 T REFR NT I N-RE:51GN DRAWIN 9 2 I I I I 25 FULLLENGTH MIRK K: B BRI -6 x2 , 5-29-0-=2G ■ 26 24 x 3G"W HELF, REW T WALL NTP F FE T-7 I I I I .27 U T M AWNING -__ < < I I I I I I I I I EQUIPMENT I I I I 1.1 ALE ( PLAY AE NTRACTORT LA OUT ® r professionalseal I I I I 1.2 DIAMOND ROOM DE5K AND HAIR 1 1.3 FF E DE K WITH RA E 11111111 I I I I 9.28 DIAMOND R CABINET v ><€ I I I I 1.5 JEWELS ROOM FL R AFE 1 1.6 ED LD CA5E5 W/ T RA E - E E NNE TI N BY . ENR�(G. �CL4VER I I I I 11.13 LARGE T RA E AFE 35 1/2 Dx43 x 2 H 4,424 lbs ®:«<< ®<<< 1 1.13a MALL 0 GE AFE 5"Wx30 1/2"Dx " ,779 Ibs M '<> ®I''<'%'` 3573 I I I I 1.14 T E HELVE 1 Dx48 W •I"'I j I I I 1 1.15 T RA E HE VE 12'Dx36 W Afftf OyEll ®PARK,KS _ o I I I I .1 6 AND LAYAWAY TE L FIL AND FAX d x 42 w ELF WITH T RA E i■ 0 1.17 NOT ED BASE a j I I I 11.16 PLA M r>'>: ?4�nv PER PLAN BA5E 9.20 I I I I 13 A4 10 PER PLAN 15. MECHANICAL REFEKEN E MECHANICAL DRAWIN I I I I . I � draw i n g t i t l e 16. ELECTRICAL REFEREN E ELECTRICAL DRAWINGS) << `' STOREFRONT SECTIONS RE:A200, A 120,AND RE: A200,A 120,AND !G.I 5ECUKITY EQUIPMENT < < ® < A500 FOR FINI5HE5. A500 FOR FINI5HE5. RE: A420 POR STRUCTURAL RE: A420 POR STRUCTURAL RE:A200,A 120, AND drawing num b e r CONNECTION5/DETAIL5 CONNECTIONS/DETAIL5 A500 FOR FIN15HE5, KE: 1 A300 FOR TYP. 5TOREf ONO N T 5ECTION KE: I A300 FOR TYP. 5TOREf RONT 5ECTI N RE:A420 FOR 5TKUCTURAL 5TOREf�0 N T SIECTION AW 11L DIMENSIONS. DIMENSIONS. .... CONNECITONS/DETAILS SCALE: I° = I'-0" 5CALE: I 1101-011 ISCALE: I" = I'-0" e LUNOTE: NOT ALI 9.18 P-4 z =�lu J. 3'-4 I/4 REf ERENCE KEYNOTES U51. 9.I40 NOTE: FU>ZNISII I NSTA�t N �I z oc � LU z Z Z 9.23 RE: I IA420 I. G.C.TO PROVIDE I/2 CEMENT " m DESCRIPTION Q o Q o w 7A400 BOARD BACKER AT ALL TILE LOCATIONS LL- 'cn - 0 n - '-5 a % ILIJ o�z _.:Z 1 1- U .-S i- 3 _ 2. G.C.TO FULLY ADHERE SOLID POLYMER Y - c • m PANELS TO GYP. BOARD BACKER '- I I co 3. RE:Al 20, A200,A500 FOR FINISHES 1/2"FIRE TREATED1 EE PE IFI TI N , Di I 1 N ! fY 1 I 9.5 PLYWOOD BEHIND SIGN _ Q O I I 9 5 POL-3 • zPE IFI ATI 2. ITE WORK BRONZE PORTAL 9.5 9.1 E ND1VIN 2DEMOLITION NTE FRAME 8.6 ' -Y 0 I I BURGUNDY INNER = • 3 CONCRETE TE I I POL-2 FRAME I OA400 m 9.1 : 3.I PATCH CONCRETE 5LAB P, PLUMBING, ELECTRICAL >il I I IOR : . ME RANI ALA RE D > 1 µM M .2 I POL-3 O CV 9 1 I RE:A 120 FOR o 9.28 I - 4.0 VA5ONRY 0) FINISHES �r `, • e -4-.-1 PATH REPAIR ANY DAMAGE TO MALL TILE OR WALL o lqt A NRY A RE D. MN .2I PAINT SCREW W T POL-I 1- 0 TO MATCH - 5. METAL € I SIGN PANEL % . . . . . . . EA5TING 5TKUCTLIKE TO REMAIN-GC TO VERIFY IN FIELD i 46 I I - RE. I I A420 9.23 5.3 6 /TRT URAL RTEEL METAL METAL TU UD iii: W N I I I LEASE LINE 8 3/4" POL-3 5-.4-- TYLMAR.K DIVIDER 12 64 � o0 I I I A I OA400 5.9 9.12 5 ! 518 LD ROLLED HANNEL z r S GN PANEL 10 8. 0.2 1" 1/2" 1" 5. 314"W x 1/2"D x 9G`L BRU HED ALUM. REVEAL W °�? I I 7 1/8 A MN. EDGING N LE ! 0) I'-6" 5,9 5.8 TYLMAR -M LD 120041 ®.»» Q II J 6.2 A M TRIM 12 66 (I/2} 5.9 TYLM R 35 L CO I I BEHIND SIGN NOTE: 5.I L ARK WA L RKER HE I I 6 ® '` W C7 5.1-1 ARK W ARKER ILL AND AN H R 1 1 46 I ® >> f rn I I PANEL ONLY 1. G.C.TO PROVIDE 1/2"CEMENT BD. BACKER AT . 2 9 COLUMN TRIM I 65 • lflii[ f € ALL TILE LOCATIONS. 5.13 ALUMINUMTRAN P REN Y FRAME. •<>> 1ltt J 2�� 2. G.C. TO FULLY ADHERE SOLID POLYMER PANELS. .14 2 TYL A AMLOCK TP NDB TTM#510199 ®:< int; �' 3. RE: IA100 FORDIMEN51ON OF OPENING. TRIM DETAIL COLUMN. POPTAL TO PANEL TRAN151TION DETAIL 5. 5 1/4 /6DIVIDER LOT�IM DETAILCOLUMN DETAIL -6 TER TRIP REN U V �4. RE:A 120, A200,A500 FOR REMAINDER OP FINISHES. .17 LUTER TRIP RE U-U iii o ��_ � �� SCALE: FULL SCALE: HALF SCALE: HALF SCALE: 3/4-I -0 5.18 DOUBLE C IST HEAD 4X 12 GA. .19 hL TER TRIP REN -TK BURGUNDY INNER POL-2 FRAME NOTE: 6. CARPENTRY <'< G.I FIRE TREATED WOOD BL KIN THIS DRAWING hos been prepared by the Architect, or BRONZE PORTAL G. 314 FIRE TREATED PLYWOOD prepared under his direct supervision as on instrument 1. G.C.TO PROVIDE 1/2"CEMENT 9•I 2x4 W L KIN F R EXI TIN AER LLI of service and is intended for use only on this project. All POL-3 FRAME Drown9s, S�ecificotions, ideas and designs, including the BOARD BACKER AT ALL TILE LOCATIONS EMB . TI A A T RA551fMI3LIE5 IN A 51NGLE overall layout, form, orrongement, and composition of spaces 2. G.C.TO FULLY ADHERE SOLID POLYMER A RUNT ETHER F R LATERAL TIFFN and elements portrayed, constitute the anginal, unpublished PANELS TO GYP. BOARD BACKER POL-3 6.4 2x8 FIRE TREATED D UBLE TUD HEADER € Work of the Architect. Any reproduction, use,or disclosure of MALL SIDE I I " 3. RE:A 120 A200, A500 FOR FINISHES G 4 HDWD. FRAME W1 1/2"x 1-1/2 5TOP, PAINT TMATCH the information contained herein without the written consent RE: I I A420 9.23 D A F T U „, © 2013 H.C.KLOVERARCHITECi of the Architect is strictly prohibited. 6.6 1/2xi 1/2 HARD D MOULDING LEA5E LINE .'.'.'. 6.I x4 D TRI PIECE Ijllr yliM THE ARCHITECT DISCLAIMS responsibility for the existing building i conditions, piconstructionelements, r n structure s le cond t ons existing o a 6. I /2 IRE TREATED PL D W/N N ARRA NE , 9y FINISH PER ELEVATIONS ;. 1/4 HI NBA N :;<;;; documents,drowings or other instruments pled for ony pari of the 5.6 d- 9.12 Project which do not bear the Architect s seat. The Architect s m m 6.12T/-43-5RIM !' services are undertaken only in the interest of the Project Owner. No NEUTRAL PIER ;,.. ao '' c4 T_5 -9.1-3 I/2 MDF oblieJation is assumed by the Architect far the bene( of ark other enbly. s "'T �'`j- 'e-'•.' `�: -.:; 9.21 _ RELATED DOCUMENTS: This Drowing is a single component of on integrated set of Construction Documents. Generol and Supplement - I T PROTECTION ongditions of the Contract General Requirements, i(icatrons and 9.5 7. THERMAL M URE '< < C , eq ,Spec 40 e• 9 1 7.1 MIL.TRAN LU ENT POLY 5ECURED T KI KER iiMNi other Drawings may affect the Work described. failure to review and MIL. T L ENT POLY T VER EXI TI MALL TILE integrate the deiggn intent of the whole of the Construction Documents OR :. •• 7.3 BLA K NEOPRENE ® does not relieve he Controctor from providing a complete Project. 9.5 ® fAkIPLY WITH of lows,codes,ordinances and regulotions with authorities 9.28 I OA400 g 2 I OA400 9.28 . • . •. 7.5 NOT U ED having jurisdiction and with requirements of the Landlord,if o table. O p�pII "' Do not start Work until of permits and required opprovols are obloined. 9.5 RE:A 120 FOR I �I 7. 3M VH D UBLE ATED A RYLI F A 4941 iii: 2-I 1/4 7.7 x3/8 x3 NEOPRENE PAD I VERIFY ACTUAL CONDITIONS and dimensions prior to construction. FINISHES Commencement of work constitutes verification and acceptance of oll P e><�Sting conditions. ApVation of o moter'x:l a u'anent tem to Work i Work mi installed by others constitutes acceptance of that Wo k,and assumption on a 8. D WIND W >><> <<<' of responsibility for satisfactory inslofation. 8.I 1/2 TEMPERED LEAK LAZIN ! DIVENSIDNS SHM ore to rO tote of o moterid unless otherwise indicated. NOTE: 8.6 VER EAD RILL AND TUB TEEL UPP RT _ RE: A 120, A200,A500 8.7 N LL METAL DOOR FRAME I rr d NOT dowings urkss ofharise directe0 FOR FINISHES. 8.8 /4 x 3/4 ALUM.TRACK FA TENED T PLYW DI p r O J e C t t l t l e NOTE: 9. FINI HE <> I. G.C. TO PROVIDE 1/2"CEMENT BD. BACKER AT 9.I I/2 GYP. BD. .2 5/8 D. iiI LO ALL TILE LOCATIONS. 5 12 .3 / E YP. BD. ( MPLIE W/A TM 36) ( 00 lfrji 2. G.C.TO FULLY ADHERE SOLID POLYMER PANELS. 9.4 6 METAL TUD 16 . MAX. , R A NOTED ...... 3. RE: I A 100 FOR DIMENSION OF OPENING. TRIM DETAIL COLUMN D ETAI L O F TILE TOE-KICK P R L 3 / E A TUD , 16 , R A TED iiia; UJ LO COLUMN DETAILTRIM DETAIL • 5 :A 0 A 00 A 00 FOR REMAINDER OF f(N15hE5. 9.6 2 I/ META T D 6 (MAX.), R TED >�i 4 RE 12 2 5 RE TE SCALE: FULL SCALE: HALF 9. 5/8 METAL TUD R D Il. �/ SCALE: HALF SCALE: 3/4"=1'-0" 9.8 718 AT AN E , 24 (MAXR TE I Iw 9. DEE LE TRACK Q U 6 ID A TAPE" BLE Q I 1 I 9 5 I N TAL ED AT LEA E LINE 9'2 TENANT SPACE TYP. 9.18 9.22 <: 1 1 9. / I iNr Iii 9.5 9.7 AT LIGHT 9.12 EA NT D A K ROD ani; � p MALL BULKHEAD 9.5 ( I I I LOCATION 9.9.14 3/8 TER RE I3 6"METAL � IAN Y .M ARD 19r � C,l� < CSV 4I 1/ BURGUNDY INNER + 48 O.C. I 9.15 /8 METAL TRIM N 1 9.16 LI A BUIL UP BEAM ii iii o� 9.12 FRAME POL-2 I 1 I ' CLG. PER LU CLG. PER 1 I I I 1 .., 9.1 7 18 x 2 A METAL TUD WITH 1518 FLANGE.E. 6 Vii; BRONZE PORTAL PLAN z z PIAN 9.18 4 I -I T K RE t!�ii Q I I/ " FRAME I 1 I I; 9.19 x 12 A TRA W/ 1 518 FLANGE ® � 9.15 RE: ! I A420 9.23 POL-3 I I 9.2 3 518 x 2 A TRA K ITh I I/4 FLANGE. �„ B.O. CLG 8.6 _ B.0. CLG Tiiili I A. I P ANGLE SA400 RE:A130 , I I P_I RE: A!30 9.22 A WI TIE T TRU T. AND LD ROLLED CHANNEL z Q 9.23 3 5/8 LI T A B ILT UP MN0 I' n u 5.5 6 3 9.24 6 X 2 A TRACK W/ 5/8 FLAN E. 6 . ' 9.25 2-3/4 WOOD CA51 j I 5.5 I I I I 9.2 9.26 REFINI E MD PANEL t 9.2 I 9.27 1/4 . B A 00! : WC-3 I I I I EQ. EQ 9.7 9.28 /2 CEMENTBOARD iwnn` 1� I 9.5 r I I I Q 8.6 c� 9.5 I 1 I z 1 I WC-3 I PE IALTIE I CIRCULAR L UVRE -LE LIE L KE 2 DIA. - RL 2 1 1 /2" == I OA400 9.2 6.I G.I 2"x4" I .2 B BAR-BRADLEY I 1/4' IA.x36 I I: ATIN FII -6322-0013G vj � • T - ,... POL-I RE:A 120 FOR - - - - - - - - - - - - - 9.25 I 3 RAB BAR-BRADLEY ! 14 DIA.x42 00 9.12 FINISHES 21-53/411 TYP. 9.25 I+ +1 TYP. AIN FINI -83 2- 1 2 >«> oO a' I .4 MED INE A I E -BRAD /BRAD REE EDLO 1 I - - - - - - - - +-+ - - - P-3 TAINLE TEE -175 :<<: o� J-MOLD TRIM @ PORTAL 8.0.CLG _ ` ONLY �t - - :.::. -� ..:••:>••.•:• :...f::- :{ :. I 5 PAPER EL DIP ER-BRADLEY UREA E MOUNTED • >> RE: A 130 I Wx I 5/ 6 x4 D- 2 5 1 I 9.I OR 9.28 - I I 9 2 16 0 16 TOILET PAPER DI EN ER-BRADLEY RFA E-MOUNTED �•-1 p r 0 J e C t n u m b e r 16.0 IN ER -5 84 I 1 9.5 PAINT PER RCP I .7 ANIITA KY NAPCE �NIT DI 8 Wx AL-1 BRADLEY ■ ••• 12007.052 1 I NOTE: RE: I A 130 12 Hx I 8 AP DI PEN ER-BRA LEY 2 FL. Z. -65 I ■ I 1 MALL CONCOUR5E I.G.C.TO PROVIDE 1/2"CEMENT BD. BACKER AT 10. I .9 TWEDIPENER-BBR KB-253 . drawingissuance I BBA -BRADLEY /4'D A.x 8 •«<;" LANDLORD/PERMIT/BID SET 01.09.12012 1 1 ALL TILE LOCAT10N5. ATIN FINI H -8322-00116 I € 2.G.C.TO FULLY ADHERE 50L11 POLYMER PANELS. -1-91-1 EXI IN MALL B K EAD T REMAIN 50f EITLIGhTALC01/E I9.IEXITI MALLFLR BT REMAIN • drawingrevlsions IGRILLE 5UPPO�T DETAIL3. RE: I A 100 FOR DIMENSION OF OPENING. COLUMN DETAIL RE:A 120 AND A500 FOR �I DAL TRIM D L �OLLNG 4. RE:A 120,A200,A500 FOR REMAINDER OF FINISHES. 213 EXI TIN MALFLOOR TILE T REMAIN ADDITIONAL FINISH CALL OUTS I .14 MULTI-DIRE I AL ROLLING ATR No. Descr�ptlon: Date: SCALE: HALF SCALE: HALF SCALE: 3/4" = I'-0° SCALE: 11/2" = I'-0" 1 5 . 8 ALUM. CABINET F W EMI- L BLA K FINI H -PAINT INTERIOR F ABINET WHITE I 16 IN U TED DRAIN ER ® >>I NOTE: .19 ALUMINUM ABINET: . 63 ALUMINUM WI 1. G.C.TO PROVIDE 1/2"CEMENT BD. BACKER AT EM- L BLACK FINI ">?< ALL TILE LOCATIONS. I .2 BACK PANEL PIA HINGE FOP, ERVI E A E �■ <> ® < I -6 8 3/4" 4 TEMPERED GLAZINGtil: 2. G.C.TO FULLY ADHERE SOLID POLYMER PANELS. 2 H BERGRAPHIC ® « 3. RE: I A 100 FOR DIMEN51ON OF OPENING. 1 .23 HE BER PR I E 5IGN • RE: I I A420 9.23 8.6 RE: I I A420 9.23 8.6 .24 T R fK N I N-RE:5IGN DRAWI ® < > MALL SIDE 4. RE:A 120,A200, A500 FOR REMAINDER OF FINISHES. ! .25 FU LENGTH MIRR R: B BRI K-6 x2 , 8-29 2 6 ■ `> LEASE LINE I OA400 BURGUNDY INNER EASE LINE I OA400 IF 26 4 H x 36 HELF, RE T WALL TOP F AFE A":®> ; POL-2 _ .27 L1T M AWNINGo 92 RE: 11A4209.23 9'2 I. EQUIPMENT professionalseal LEASE LINE 7A400 ` RE:A 120 FOR d- 7A400 ` RE: A 120 FOR ALE I PLAY ACONTRACTOR T LAY U BURGUNDY INNER = o FINISHES 2 AM ND R E K AND AIR • o FIN15HE5 740 g 2! - 3 FF E DE K ITH T RA E ARIFINISH PER ELEVATIONS 9.21 POL2 FRAME " 1.4 DIAMOND M BINE ® )viii 5.6 1 I. JEWE E ROOM FLOOR WE NEUTRAL PIER q ` �" .6 U E ..... .:. - �' 8 3 4° 9.2 X9.5 .7 LD E W/ T RA E - ELEC. BY G. ........... ........ - RE:A 120 FOR BRONZE PORTAL .13 LARGE T RA E WE 35 1/2 Dx43 Wx72 4,424 I s ®'>< ®'` HENRY C.ICL®VER BRONZE PORTAL 9.5 - - BRONZE PORTAL FRAME _ FINISHES U FRAME 0 FRAME POL-3 I I.13a MALL TORAGE AFE 25"Wx30 !/2"Dx42"H ,77 lbs •' ®><<' POL-3 IOA400 IT.14 T RA E HELVE 12'Dx48 • 3573 I OA400 8 6 I. 5 T E HELVE 12 Dx 6 W •'< ; 8 3/4° o = 8 6 .16 LAYAWAYCABINET AND F HELF WITH T RA E OVERLAND PARC,DCS 9.1 8.6 N AND LATE LFILE2 dx42w BURGUNDY INNER = 9.5 I II 11.17 NOT U ED ® 9.5 POL-2 FRAME 9.21 d- I -6 I I.I PLA M T.V. ®` RE: I I A420 9.23 - RE: I I A420 9.23 15. MECHANICAL(REFERENCE MECHANICAL DRAWIN NOTE. - d r a w i n g t i t I e RE: A 120,A200,A500 16. ELECTRICAL(REFERENCE ELECTRICAL DRAWIN `< I'-0" LEASE LINE 16.I SECURITY EQUIPMEN ®_> ; IN DETAILS FOR FIN15HE5. 3/4 REVEAL NOTE: NOTE: I. G.C.TO PROVIDE I/2"CEMENT BD. BACKER AT 1. G.C.TO PROVIDE 1/2"CEMENT BD. BACKER AT d r a w I n g n u m b e r ALL TILE LOCATIONS. FIN15HE5 ARE THE ALL TILE LOCATIONS. 2. G.C.TO FULLY ADHERE SOLID POLYMER PANELS. Adplbk SAME AT THESE 2. G.C.TO FULLY ADHERE 50LID POLYMER PANELS. COLUMN DETAIL 15A400 COLUMN DETAIL 1 . TRIM DETAIL IM N51 N OF PENING. COLUMN DETAIL AREAS 3. RE: 1 AI oo FOR DIMENSION OF OPEN NG 3. RE: I A 100 FORD E O 05 4. RE: A 120, A200,A500 FOR REMAINDER OF FINISHES. „ _ II 4. RE:A 120, A200, A500 FOR REMAINDER OF FINISHES. SCALE: SCALE: HALF SCALE: 3/4"=1'-O° SCALE: 3/4 - 1 -0 NOTE: NOT ALL fes ' ESE EN CE KEYNOTES USED `,_� " i O «J FURNISH 1'- 57 Al- r- z c� 1- 1- o N o� all9.5 `L n DESCRIPTION Q o Q o t- z z 9.5 � O I r►-� � w � zwo +-a 9.2 �z •u'S Pz 0 :2S d►!sr Y r ® c 9.25 I EE PIF AT1 N DiVI I N I Y 6.1 9.2Q O 2. IT W RK �- : 5EE 5FECIfICATION5, DIVI I N 2 DEMOLITION N TE p ...........--( t z 9.5 I I .� 3. N RET E !S 3.1 PATCH CONCRETE LABPLUMBIN , ELE TRI AL N W LO MECHANICALA RE D XX N PAINTED MDF I '- 4. MA5ONR.Y 8'1 .1 PATCH REPAIR ANY DAMAGE T MALL TILE R WALL It 9.2 MA5ONP\Y A5 oPAINTED . MMDF I C-2 1W-- 5.0 META 9.20 L 5.1 EXI TINGTRU TUBE T REMAIN - T VERIFY I FIELD :iii p , C-I 2 3 /8 TRU TURA TEFL META UD • 11111111111 .3 6 TRU TUBAL TEFL METAL TUD iii!! 9.15 I W ,- 5. TYLMA DIVIDER, 12 64 Iriy(; I � co 47/6 9.20 / POLLED HANE ;iii iii: z T- O HOLD 5. 3/4 x 1/2"D x 9G"L BRU HED ALUM. REVEAL ®>`>` 11 W CO A M ED ( A O m5.7 / N. N ANGLE I .. 5.8 A -M L 120041 .9 TY AR 5 L TRIM 12 66 C„� TY ALLMARKER HEAD 1136 ® r- TY A L KKER ILL AND R 1 10461 5.12 A 9 COLUMN TRIM 12 65 . <>> fliyt; 5. 3 ALUMINUMTRA PAREN Y FRAME. s y iii: OO Q SECTION DIAMOND BOOM DIAMOND DOOM DETAIL HEAD JAMB DETAILTYPICALINTERIOR 2 AM K AN B TT M I 199 .>>41,8 VIDER :hili' LO LO 5.16 HLUTER TRIP REN U-V ill; �€ � 1-011 SCALE: 3 -I -0 SCALE: I 1/211=ISCALE: 11/2 = I -0 SCALE: 311=I1-0115.17 UTER TRIP RE -U p 5.18 D UBLE"C"JOIST HEAD 4X 12 GA. r 9 LUTER TRIP RE -TK I 1i 111,,111111111 NOTE: G.0 CARFENTRY' FULLY ADHERE STOREFRONT I I 6.1 FIRE TREATED D BL KIN THIS DRAWING hos been prepared by the Architect, or FINISH MATERIAL TO6.2 3/4 FIRE TREATED PLYWOOD prepared under his direct supervision as on instrument 6.3 x4 WOOD BL IN FOR,EXI TIN CA5E POLLING of service and is intended for use only on this project. All BACKER. RE: A200 FOR 6.I I IDrowin s, S ecificotions, ideas and designs, including the M I A E BLY. TIE ALL A R q I I 1 composition ASSEMBLES N A SINGLE overall II P form rr n gement, n m n f spaces STOREFRONT FINISHES. o e o oyou, , o a ge e , o d co pasta o ces I I E RUNT ETHER R LATERAL TIFF E and elements portrayed, constitute the original, unpublished 6.4 2x6 FIRE TREATED DOUBLE TUD HEADER, Work of the Architect. Any reproduction, use,or disclosure of I I 6.5 /4 DWD. F ME W/ /2 x I-1/2 5TOP, PAINT T MATH the information contained herein without the written consent ADJACENTURF of the Architect is strictly prohibited. 2 x 1 2 H D MOULDING © 2013 H.C.KLOVER ARCHITECT I 9.15 6.6 / / W .` I I 9.5 0 G.I 1 x4 WOOD TRI PIECE THE ARCHITECT DISCLAIMS responsibility for the existing building C\1 FIRE TREATED PLYWOOD W/NON-ABRA IVE structure,site conditions,existing construction elements, or any I 9.2 ,n 4 U H I N B KIN documents,drawings or other instruments,pled for any port of the P-5 SIGN BOX Project which do not bear the Architects seal. Ine NORMS N 6.12 /4 I M 0 sennces ore undertaken only in IN interest of the Project Owner, No I 6.13 / D obi tion is assumed IN Archlect far h beneld of an other entit I 9.I I 9.15 6.2 (112") 9a r y 9 2 RELATED DOCUMENTS: This Drawing is a single component of an I 7. ERMAL M I TURF PROTECTION integroled set of Construction Documents. General and Supplementary I 9.16 RE: GA420 >I` <` Conditions of the Contract,General Requirements,Specifications and 9.2 9.5 7. IL.T L ENT POLY 5ECURED T K KE other Drawings may affect the Work described. Folate to review and I a LEA5E LINE 7.2 I . TRA U ENT P LY T VER EXI IN ALL TILE integrate the design intent of the whole al the Construction Documents 6.1 7.3 DIA KNEOPRENE ® does not relieve-the Contractor from providing a complete Project. I 7. NOT E ® COMPLY WITH on lows,codes,ordinances and regulotions with authorities 7.5 T U ED having jur�sdict'ion and with requirements of IN Londlord,if ap�icoble. I Do not start Wark untr aN permits and regwred approvals are obtoned 6 3M VHB D UBLE COATED A KYLI FAM 4941 I 7.7 x3/8x3 NE PKEN PAD VERIFY ACTUAL CONDITIONS and dimensions prior to construction. I _ Commencement of work constitutes verification and acceptance of all existing conditions. Application 0 a materiel or ugment item to Work - i I n r m i 8. D WI N D W nsto led 4 others constitutes acceptance 0 thot o k,anal ossa pt on I - - - J" of responsibility for satisfactory installation. I 8.I /2 TEMPS EAR GLAZINGiii rfi � "9.2 " _ D4IENSIONS SIiQWN are to fnish face of o material unless otherw�e ind'coted. POL-2 8.6 OVERHEAD RILLS AND TUBE TEFL UPP RT ® > ® CkWl I ka as-DO NOT Of�o udess dWse directet I g 6 6' S 3/4 2 1/4' 8.7 L E R FRA E ..iii ii. 8.6 3 4 x /4 AL M.TRA F TENED T PLYWOOD I 7"OPENING p r o j e c t t i t I e - REQUIRED if DOO'K J-MOLD TRIM @ N 15 OVER 20' PORTAL ENTRY 9. FINI HE '< 2'-0" - I'-0 I/4" ONLY 9.1 1/2"GYP. BD. 9.2 5/8 GYP. BD. til: ice; Lo HOLD 9.3 5/8 E YP. BD. MPLIE W/A TM 36 - � 5TO PT f PONT D ETAI L NOT USEDCASIIEWORK SECTION GRILLE OPENING 9.4 6 ETAL TUD , 16G.C. MAX.), RA NUI ED Iwil iMii ENLARGED P LAN DETAIL 9.5 3 518 METAL TUD , 16 (MAX.), R A NOTED LO 9.6 2 [/2"META T D 6 . , R A TED Vii: �I 11 '•7'F- SCALE. FULL 15 SCALE: SCALE: I I/2"=I'-0° SCALE: 311=1-0 3 .7 5/8 ET T 6 (MAX.), R A TE .8 7/8 A CHANNEL, 24 ANOTED- - 9.9 E :sir I w 9.9 DEE LE TRACK iii I! U I E BLE I ALE L LINEo- ti NOTE: NOTE: I I 9.I I 3-5/6 HIP TRACK I 9.1 FULLY ADHERE STOREFRONT G.C.TO PROVIDE A SAMPLE OF I 1 FINISH MATERAL 9.25 FOR HELZBERG APPROVAL 1 I I 2 EA N BACKER.R D fit: M p RI L TO 9. AL 2 (MAX.) 1r ; Q co I BACKER. RE:A200 FOR, T FIRST TIME THE CON5TRUCTION _Z I I 9.14 /8 TER REI P. A D ® + 0 cv IMANAGER V151T5 51TE.TYP. I I I I 0.2 9.15 /8 M AL TRIM N STOREFRONT FINISHES. • 9.16 TIGHT A BUIL BEAM � I SEALANT I I LEA5E LINE 9.17 3 /8 x 2 A METAL TUD WITH 15/8"FLANGE. . 1 9.18 4 12-14 TEK REIN _ I I I 9.1 9.1 2 x 12 A T K W�1518"FLANGE-- - ---------- -- - ® Q 0 I I 9.2 3 518 x 2 TRA ITh 1 1/4 FLAN E. I (48"O.C.) I ACT-I 9.5 I 9.21 14 A. LIP ANGLE 9.5 9.2 A IRE TIED T TKUCT.AND COLD ROLLED CHANNEL :. I 9.14 9.22 (48"O.C.) I G. 12"WIDE 9.23 5/6 L HT BUI T UP COLUMN lwwf 0 (D Z a 9.7 AT LIGHT LOCATIONS I I = 9.2 6 X 2 A TRA K W 1 5/8 FLAN E. 6 (�C.-- - - > :iii O I I I I 9.2 I I F N 9.25 2-3/4 WOOD A I ______ __ __ --- - _ -- _ F �" ~- I 0 I _ 9.26 PREMNI HED MDF PANEL I POL-1 = 9.27 1/4"GYP. B AK 1r Z I I I I 1 9.5 o 9.28 /2 CEMENTBARD _ --- - ----------- - - -- -- � B.O. CLG B.O.CEILING TO STRUCT. ABOVE I I 9.16 RE: GA420 m ___ _ . __A-__ __ __ � Q 9.2 RE:A 130 RE:A 130 I I I I PE IALTIE - -- -- - - -- r I a I I DIAMOND 9.2 i BRIDAL ROOM 9.15 I I IR ULAR L UVRE -LE LIE L 2 DIA. #RL5C2 _ ® iii 9.5 I I G.I 2x4 ROOM I 1 .2 BAR- RADLEY I I l4'DI .x36 I 6.1 I I TIN FI 15H -8322-0013G I a I I 9.25 13 B BAR- D 4 D A_._x4_2 ;:. 9.25 TIN FINI -6322-00 I 42 _ _ _ _ 00 - - - 9.25 1 .4 MEDT INE ABINET-BRADLEY/BRADEX KICE559D� _ ® r[ LO I I I 8.0.SOFFIT T INLE TEFL-17 O` a 4 - - RE:A 130 B.O. 50FFIT - I .5 APE T WEL DI PEN ER-BRADLEY URFA E M UOTED I ° -GROUT FULL 9 2 RE:A 130 1 Wx 5 5/1 GHx4 I % I 6 ILET AER DI PE 5-ER-BRADLEY SURFACE MM�UNTED ® 1 9,2 PAINT PER RCP I 92 - I ROLL- 5064 - p r 0 j e C t n u m b e r � ! 7 ANI ARY NAPKIN D1 P AL-BRADLEY ■ """ "" I 9.28 I I ( 16.0 PAINT PER 5.10 I A4 10 RF MOUNTED 8 Wx I I/2 x - - 12007.052 -: 0.6 50AP RCP 8 1 9.2 9 2 8.0. AWINING 1 .9 TOWEL DD15PENEEK BRADLEY 25302. -6501 d r a w I n g I S S u a n C e NOTE: P-5 ::.:;.:; ;,:;;: 6" 5 3/4" I'-0" RAB BAR-BRADLEY I I/,DIA.x G.C.TO PROVIDE A SAMPLE OF I FINI -8322-001 18 LANDLORD/PERMIT/BID SET 01.09.12012 I 9.25 FOR HELZBERG APPROVAL 50f 8'67"OPENING I I EXI TI AL K A T REMAIN SECTION COLUMN I ( T FIRST TIME THE CONSTRUCTION GLA55 PAKTITION F IT REQUIRED IF DOOR A NING D I .12 EX TIN MA FL K LAB T REMAIN . ' d r a w i n g r e V I S I 0 n S .13 EXI TIN MALL FLOOR,TILE T REMAIN • MANAGER V151T5 51TE.TYP. "- IS OVER 20' 14 MULTI-DIRE TI ALR IN ATR _ No. Description: Date: SCALE: FULL I I I SCALE: 1 1/2 =1-0 SCALE: 1 1/2=! -0 TM 5 .080 A UM. ABINE FACE W/ EMS- -- -------- ® BLACK FINI H -PAIN_ INTERIOR F_ABINET WHITE ` 10.1 G IN ULAE�DRAI�1 COVER ®< i -- 10.1-9 ALUMINUM CABINET: .063 ALUMINUM W/ - _ _ _ • ® "< -_ NOTE: I I I EMI- L 5 BLACK FINISH FULLY ADHERE 5TOREFRONT I I I - - I .2 B _ K PAIL PlA 0 I11NGE_FOR SERVI_E A E_ FINISH MATERIAL TO I I I I .2 I T4"TEMPEREDLAZW� - -- -- - l € 2 HELZBER RAPHIC ---- --- -- - - -- BACKER. RE: A200 FOR I I I POL-I -10-.2-3 HELZBER PK MI E 51GN STOREFRONT FINISHES. I I I .24 T RER NT 5IGN-RE: SIGN DRAWINGS >:<< �1l .25 FU L LENGTH MIRROR: B_BRI_K- _x2 =' I I 9.I 2411H x 3 W 51-1E1CREVy`a TO UVP,LL 0N_TOP OF 5AFE- I .27 T M AVAIL • 9.25 --- I NOTE: 9.28 I I I < I _ - - HOLD TRIM AND DRYWALL I. E UIPMENT a _ ;;: I.I ALE DI PLAY A E5, C�NTRACT�R TO-LAY UUT_ ® p r 0 f e S S i 0 n a i S e q I UP 3/8 FOR CARPET. DIAMOND _ I I g.l .2 R M DE KAND�AIRS� 1.3 FIE E 1Tf1 TRACE -- GROUT FULL I I I .4 DIAMOND R M C- INET_ I 1.5 JEWELER M F OR SAFE a OT U o.l I 11.7 N LD CA5E5 W/ T RA E -.ELE �C_NNE BY�.C. HENRY C.KLOVER I I I I I 11.13 E T RA E AFE 35 I/2nDx43 Wx72 H 4,424 Ibsl •::; •>>< PAINTED MDF LEASE LINE 1 1.13a MALL G AFE 25"Wx30 T%2" x42"f1I�79_Ib6 • - 3573 a I I 12A410 I !.14 E HE VE 12 Dx W -- - •::<:< I EXISTING CONCRETE I I 5.8 11.15 T RA E HE VE 2 D 36`W-- - - -- - _. __ • OVERLAND PARK,KS FLOOR I ( I I C-2 5TYLMARK#1 10481 51LL 5.I I I !.16 LAYAWAY ABINE AND FAX HELF WITH 5T�RAGE AND LATERAL FILE 2 d x 42 w A 4 1 1.17 NOT E --- - - - `� STYLMARK#I 10358 ANCHOR 1.16 PLA MA T.V. C-1 ATTACH W/TAPCON SCREWS I _ Q . -1 EM13EDED 1-1/2"MAX Q 9.15 15. MECHANICAL REFERENCE MECHANI AL DRAWINGS Q .`.. d r a w g t l t l e 6. ELECTRICAL gfERENCE_ELECTRICAL DBA- WI NN 11 16.I ECUKITY EQUIPMENT DETAILS drawing num b e r 5ECTION COLUMN SECTION CASEWORK BASE GLA55 PARTITION SECTION GRILLE OPENING RE: A 120 AND A500 FOR FINISHES SCALE: FULL SCALE: 3/4"=1'-0" SCALE: 1 1/2"=1'-0" SCALE: FULL :<». 3"X 3"X 1/411 X 3"CLP NOTE: NOT ALL ANGLE WITH SLOTTED RE17 ERENCE KEYNOTES U5ED HOLE5 AT TUBE TYP. LU a O 'r FURNISH 1`45TALL ,... BOTH 51DE5. CV w CONNECT CLIP ANGLES Cal DESCRIPTION Q o Q o v TO H55 3"x3" _ u-� � z v z LU ATTACH ANGLES � ,�, ,�, �- N OVERHEAD DOOR TOGETHER W/(2) a ® Y SUPPORT WITH 5/8" HILTI X-EDNI EACH E IF TI , DIVISION I � .: 6 0 O.C.•MAX SIDE A325 THRU BOLT. cc > FIELD VERIFY HSS COLUMN PER PLAN BOX COLUMN RE:I 1/A420 -- --- --- -- - 2. ITE WORK z ATTACH 4"x 4"x EE P IFI AT _DiVl5�2_t DEMOLTIt�N NATES= � 1/4"ANGLE TO Z 3. ONCRETE P CHORD OF .: BAR JOIST W/(2) 3.1 PTH N TE LAB PLUMBING, ELE TRI AL1 W LO HILTI X-EDNI EACH MECHANICAL A _ D ::... �.) > r-- SIDE - - 0 (V s T 4.1 PATH REPAIR ANY DAMA E T MALL TILE R WALL :iii: rrr O O 4"x 4"x I/4" 3-5/8"x 18 GA. METAL 5TUD. A NR RE D. cfi O ATTACH TO BOX COLUMN WIT W ANGLE GR. 36 (4)#10 SCREWS. 5. METAL - .. 5.1 I T!N TRU TURF T REMAIN-GC T�VERIFY IN FIELD .2 3 518 TRU URA TEFL MET L TUD ROOF JOISTS 3"x3"x6"LG 14 GA. CLIP ATTACH CLIP TO STUD 5.3 6 TRU TUBAL TEFL METAL 5TUD > W ANGLE. ATTACH TO H55 WITH (4)#10 5CREW5. TY AR DIVIDER 12 64 ®:»'; 1� � 00 5.5 5/8 LD ROLLED CHANNEL 1* z r H55 3"x3" COLUMN WITH (3)#10 6 314"W x 1/2"D x 9G1 BRU HED ALUM. REVEAL ■ << W 00 5CREW5. .7 1/6"ALU M N. EDGING AN LE tiiii > O OVERHEAD DOOR »> 't 8 TYLMARK -M LD 12_ 41 ■>{<- _ - Q O 5UPPORT. 5.9 TYLMA J („� 5.1 TYL ARK ALM RKER HEAD I I 36 - _ ■ € - __ :... -- W T 5.1 I TYL ARK A RKER. 1LL AND ANCHOR 1 148 L ■ <` . 2 TYL AR COLUMN TRIM 12 6 ®<> wi CONNECTION5.13 U 1 TRA PAREN FRAME. �:TO 5TRUCTURE NOT USIED NOT USED 5 5.1 2 MARK AML K TOP AND BOTTOM#510199 ■`'>" viii CONNECTION fP\OM BOX COLUMN TO H55 . 51/4 /8 DIVIDER Ilett 401 LO SCALE: 3/4" = 1'-0" 5CALE: SCALE: 16 HLUTER TRIP REN U-V O SCALE: 3" = V-0" 5.17 TER TRIP REN U-U li p 5.18 DOUBLE J 1ST HEAD 4X 12 GA. 5.19 HLUTER TRIP REN -TK NOTE: 5.3 18 GA. 5.18 6.2 9.2 12"O.C. 6. CARPENTRY 18 GA. I IRE TREATED WOOD BL KIN THIS DRAWING hos been prepared by the Architect, or 1)MAX. COLUMN HEIGHT= 20"-0"FROM FLOOR 6.2 /4 FIRE TREATED PLYWOOD prepored under his direct supervision as on instrument CLG. HT. of service and is intended for use only on this project. All TO UNDERSIDE OF STRUCTURE. 6.3 x4 WOOD B KIN FOR,EXI TIN AER LLI Drowings, Specificot;ons, ideas and designs, including the PER RCP E BL . TI ALL A T A55EMBLIE5 IN A SINGLE overall loyout,form, arrangement, and composition of s es 2) RE: DETAILS 13-1 6 ON A420 FOR ADDITIONAL CA51f RU TOGETHER,FOR,LATERAL TIFFNE . and elements portrayed, constitute the anginal, unpublishedl EXISTING MALL BULKHEAD 5 3 6.4 2x8 FIRE TREATED DOUBLE 5TUD HEADER, Work o the Architect. Any eproducto; use, or disclosure of INFORMATION ON STOREFRONT STRUCTURE 6.5 /4 HDWD. FRAME W/ 1/2"x I- /2 P, PAINT T ATH jj 1i1 the information contained herein without the written consent BOTTOM OF EXISTING ADJACENT A E of the Architect is strictly prohibited. STRUCTURE 18 GA. © 2013 H.C.KLOVER ARCHITECT 5.2 6.10 6.2 9.2 6.6 1/2"x 1/2 HARD WOOD MOULDING I I x4 WOOD TRIM PIECE ;SIM: THE ARCHITECT DISCLAIMS responsibility for the existing building 18 GA. 6.I /2 FI TREATED P YW D W/NON LVE iAi liiii structure,site conditions,existing construction elements,or any !/4 H( NBA KIN =<s; <<;; documents,drawings or other instrumenls psed for ony part of this G. 11 HIM ------- - - - Project which do not bear the Architect s seal. �e Architect's 3-5/8"x 14 GA. METAL 5TUD WITH 1-518" services are undedoken only in the interest of the Project Owner. No G. 3 /2 obligotion is assumed by the Archiled for the benefit of any other entity. FLANGE. (1YP TOP AND BOTTOM) H55 COLUMN PER PLAN ++ + ,� NOTES: RELATED DOCUMENTS:This Drawing is o single component of an EXTEND TO STRUCT.ABOVE I AIR GAP FOR DEFLECTION I. RE5TROOM PLATFORM DESIGNED FOR A 125 A I PROTECTION integrated set of Construction Documents. Generd and Supplementary RE: 16A420 @COLUMN LOCATIONS ONLY C 7. HERM L M TUBE �> �€i Condtans of the Contract,Generd Requirements,SpecaticoCans avid 11 LB./5.F. LIVE LOAD. 5EE REFLECTED CEILING PLAN NOTE.: 7. MIL.T N LU ENT POLY 5ECURED T KI KER other Drawings may affect the Work described. failure to review and jj FOR RESTROOM CEILING HEIGHT STORAGE ROOM RESTROOM PLATFORM DESIGNED FOR A 125 LB./5.F. 2 IL.T ENT POLY T VER EXI TI MALL TILE ;Ilii integrate the depgn intent of the whole d the Construction Documents ATTACH BOX COLUMN TO H5S .3NEOPRENE ®; does not relieve the Contractor from providing o complete Project. CEILING HEIGHT. LEVE LOAD. 5EE REFLECTED CEILING PLAN FOR 7.4 T U ED COt�PIY WITH o9 laws,codes,ordnonces avid regulations with authorities 11 COLUMN RE.-4/A420 RESTROOM CEILING HEIGHT t STORAGE ROOM CEILING 7.5 T U ED hoving jurisdiction and with requirements of the Landlord,if o Gable. 3-5/8"x 14 GA.TRACK WITH 1-112" "" '"''° Do not start Work until of permits and required opprovols ore tamed. II 2. INSTALL 5PRNKLER5 IN TH15 AREA A5 INDICATED IN HEIGHT. IN5TALL 5PRINKLER5 IN TH15 AREA AS 7. H DOUBLE COATED A RYL FAM, 4941 BOX COLUMN RE:I I/A420 FLANGE. (TYP BOTH SIDES) 7.7 x3 8x3 NEOPRENE PAD VERIFY ACTUAL CONDITIONS and dimensions prior to construction. II SPECIFICATIONS AND IN CONFORMANCE W/LOCAL A INDICATED IN SPECIFICATIONS AND 1N CONFORMANCE A Commencement of work constitutes veri(�otion avid acceptance of all BUILDING CODE5. W/LOCAL BUILDING CODES. ex'rfing conditions. Applicat'ion of o moferid or u�ment item to Work :.::. MIN - _ inslolled by others constitutes occeptonce of[hot Work and assumption _ _ 8. D WINDOWS <<; >< of responsibility for satisfactoryinslallat;on. BOX BEAM HEADER RE:6/A420 #10 5CKEW5 @ 6"O.C. I 112 TEMPERED EAR GLAZINGti Vii€ p y II 1N EACH TRACK FLANGE. 8.6 VE I AND TUBE TEFL UPP RT ■ ■ DgIENSIONS SHAWN ore to lirish lore o(o moierid unless otherwise ind�coled. - -------------- - Ck�tlU1E It(rll9tlRE drner k-DO Hof 9W drawings wim dhow N directed 8.7HO-LL-OW-METAL DOOR.FRAM E --- -- --_ __- -_-:moi` - -:Mai:: 8.8 /4 x 314'AL M.M.TRACK I=A5TENED T�PLYW �D cWITH F _ projecttitIe 50UND INSULATION - 9.1 I/2"T-YP. BD. --- ------ 9.2 5/8'�GYP. BD. -- ---- -- -- -- - DETAIL COLUMN CONNECTION BUILT UP COLUMN RESITONOODM FKAMING SECTION � M MIN S Cl I N 93 5/8 E' YP. BD. M(MA W/A TM 36(,,U9.4 6 ETA T D , I (MAX.),, R A TED 9. 8 METAL TUD 6 (MAX.), A TED I it 1571 ( LO �� _ � �� _ _ .6 2 /2 METAU-5-005, 16O.C. (MAX.), R A N TED ;art! 5CALE: 3/4 - I -0 LLJ 5CALE: HALF 5CALE: I/2 - I -0 SCALE: I/2 - I -0 9.7 15/ -META TU ,__6 _ •-_-,AMAX. ,__R A _TED - 9.8 /8 NA�NANNEL, 24�0.C. MAX. ,ORA NOTED-- - I .... w .9 DEEP L TRAM--- --- ---- -- -- - - [ - Q U IDE G TAPE - Q 47 3-5/8"x 14 GA.TRACK I TAL EO ASL UNC - -__ - -- ----- - -- J NOTE: WITH 2"FLANGE. ffYP TOP 9. 13- /8 LIP TRACK-=- - -- - - ------- - -- _ _ M C] BOTTOM) 9.12 N AND BACKER-K-001-- AND 0 9.I ETAL T D , 12'rO CCMAX.) . - -- - - - - - - wNl fir �[ M 1)MAX.SPAN OF BOX HEADER IS / TE RE fiANT-GYP. BOARD _ _ _ ® (f) O CV 18 _T I .... ..... 25 BOX COLUMN 4"x6"x 14 GA. CLIP ANGLE --- -'r - w o� 9.16 UI P BEAM � ;I!iitl _ / x 2 METAL L TUD WITH_1 518 FLAN E. 1( �I 11 RE:I I A420 2 2)RE: DETAILS 13-16 ON A420 9.18 4 - TE 5CREW5 - - ` _ Iii - 1l Q BOX BEAM RE:GA420 FOR ADDITIONAL INFORMATION 9. 9 2 x 12 A TRACK / 1 5/8 FLAKE �� aillii ON STOREFRONT STRUCTURE 0 ZD 9.2 /8 x 2 TRACK WITH - 114_FLANGE. ate; W �„� 0 9.2 14 A. LIP ANGLElgtt [,� 9.22 WIRE TIED T TRU T. AND LD ROLLED HANNEL all cn 9.23 3 / LIGHT 6UICT UP COLUMIN----- hili ( z Q 9.24 GFX 2 A TRA W 1 5 8 FLAN E. 16�`-0. . iitiiiii ® 0 -j- I 1 - ----- 9.25 2-3/4 WOOD A TNG_---� twr F® 9.26 PR FINI HED MDF PANEL 9. 7 /4 GYP. + + 8 x 14 GA. METAL _---r.___ _- -_- ---- 9.28 I/ MEN BARD1; _ 5TUD WITH 1-5/8" (� cn FLANGE. (fYP BOTH Q SIDES) I PE IALTIE H. Q INFILL STUD .I IR ULAR L UVRE5-LE5LE LOCKE�2"DIA. #RLQ .2 RAB BAR-BRADLEY-I T/4 DIA x36 __ ___ ® ....:. ATI F1 N I H -8322-0013G _ ------- _-- . CRIPPLE 5TUD10.3 GRAB BAR-BRADLEY I 1/4"DIA x42' ■ iyiN LT # E "0. k ATIN FINI H -8322-00142 -- ap 10 5CR W5 @ 6 C 10.4 MEDICINE CABINET-BRADLEY/_BRADEX RE�ES�ED ®: :<: rw �r� IN EACH TRACK FLANGE. AINLE TEFL-17� (3)#10 5CREW5 + � ! .5 PAPE TOWEL DI PEN�EI�-BRADLEY SURFACE MOUNTED_ HEADER TRACKS I x 15 5/1 GHx4 D-250=15 + I .6 ILET PAPER DI FEN5tP\--BRADLEY 5URFACEMOUNTED __ ■ p r o J e C t n u m b e r I N LER LL- 10.7 I K NAPKIN D151`O5AL BRADLEY__ _______ ■_ 12007.052 RFA E UTE 8 x 1 1 I%2'�11x + I .8 AP DI PE ER-BRADLEY 4 1.OZ. -650!_ ■ -9 WEDIPNER-BOBRICKB253 - . drawinglSSUanCe + + .1 B R HEADER ATIN FINI -8322- 1 18 -. LANDLORD/PERMIT/BID SET 01.09.12012 HEADER 0 COLUMN CONNECTION NOT USED BUILT UP BEAM MEMBERS 1 I I EXI TIN ALL FLOOR.ADT REMAIN ® . ! 2EX I A R LAST REMAIN ■ dr ® WingreVlSIOnS 5CALE: 3" = 1'-0" SCALE: 5CALE: HALF 3 TI FL R TIL T RE IN ■ °:< CRIPPLE 5TUD 14 MULTI-DIRECTIONAL ROLLING A R No. Description: Date: + .15 .060 A CABINET FA E W%OM1-- - - ■ <i< L BLA K FINI H-PAINT INT�RIN C►F ABINET WHITE 10.I6 I ULATED DRAIN VERY _ ■ >!> tiyi; JAMB .19 ALUMINUM 63 ALUMINUM W ■ ■<< i EM- L K FIND - - 2 BACK PANEL A HfNGE FOR SERVICE A E ■< ■ 5TUD WEB STIFFENER .2 14 TEMPERS INS JOIST } .22 HE BS PHI _ ■< ` it f TYP AT EACH (6)# I 0 TECK SCREW PER .23 HELZBER PRM E�N- _ ■ f END OF J0I5T. 4 T REFR NT I -RE: I�D_PAWIN�� ■ ;>: f HEADER. PLACE(2)AT .2 F L LENGTH IRR K: bub-PUCK-60 x2_C, B-29D�206 ■ 5CREW ATTACHMENT EACH END AND(2)IN THE .26 24 x 3G"W HE F, C-KEW5-T-01NAAtL 0V1 TGP-OF SFE SCREW MIDDLE. 27CUSTOM AWNING ATTACHMENT k f k f f k 11.0 EQUIPMENT �� �������� professionalseal 3-5/8"BUILT UP BOX f 1 1.1 ALE D PLAY CASE5,-CONTRAC-T-OR T�LAY-OUT ■ ■ << i 1.2 DIAMOND ROOM DE5K AND HAIRS _ ■ COLUMN. RE: I I/A420 .3 FFI E DS IT T RAGE <>< .4 D R BINE - - ---- ■" X t 5 JEWS ER ROOM FLOOR, AFE __ IN f I .6 N ED (2)#I 0 SCREWS(TYP.) L CA5E5 / T RA E - ELEC. C NNS TI N BY > < tIN HENRY C. KLOVER I .13 R E T AFS 35 1/2 Dx43 Wx 2 H ,424 lbs ■ <> ; ■<>>> fE -I- -L- 3"x3"x 14 GA. CLIP ANGLE f k k II 11.13 5MALL S R EGVE AI 2 Dx48x3N0 I/2"Dx42"H (1,779 lbs : >' ■< 3573 EACH 51DE OF COLUMN. I I.15 T RA S HEV 12'Dx36 W ■ >r111 B I.16 LAYAWAY BINE AND FAX HELF WITH T RA E ® OVERLAND PARK KS T.O. EX ST NG SLA AND LATERAL FIL 2 d x 42"w + + I 17 NOT E ■ t >; �C .18 PLA MA T.V. ■ CUT BOTTOM OF P05T SQUARELY SUCH THAT THERE IS POSlTIVS CONTACT (2)3/1 G"XXXH 1.083x;0 I" TAPCONS W/ I"MIN. ADDITIONAL ! MECHANICAL REFERENCE MECHANICAL DRAWIN BETWEEN ALL LIGHT GUAGE MATERIAL AND EMBED ANCHORAGE @JAMB d r CJ W I n g t i t I e CONCRETE. OR I ELE TRI AL REFERENCE EL TRI AL DRAWIN ) (2)HILTI X-DNI W/ I"MIN. JOIST I I 5ECURITY EQUIPMENT ._ __ ® ® FRAMING DETAILS EMBED. -�� ------ STUD(ALIGNED---,/ r a w I n g nu m b e r TRACK WITH J015T ABOVE) COLUMN BA5E PLATE P\E5TF\UOM f1\AM I NG DETAIL 5TRUCTU RAL FRAMING ELEVATIONAEr 5CALE: 3" = 1'-0" 5CALE: 3" = 1'-0" SCALE: 3/4" = 1'-0 _ -- NOTE: NOT ALL 4-M KEYNOTES USED � v FURNISH IU5TAI L r w� O E- ►- CV t wm DESCRIPTION Q o Q o � � zvozo LU LU +� O O1.0 GEME17E r o o HE 5PPECIFICATION5, DIVISION I-- y Q Q o Q ► 2. ITE WORK P-I E _P IFIATION5 DIVI�IDN C] i 3.0 PATCH CRETF SLAB PLUMBING, ELECTRICAL - - - -- SIM - - - - - - - - - - - - - - MECHANICAL A RE D W to k" L p c� ' AWNING BEYOND WC-! PDL-I T ; 4. MA NRY 4.1 AT REPAIR ANY DAMAGE T MALL TILE R WALL O It WC-5 A R. RE D. M W OPEN TO '` WC-5 OPEN TO WC-5 OPEN TO ----------- - ----- --- -- - I_- � . _ 5. METAL ,.... MALL MALL MALL API I EXI TIN TRU TUBE T REMAIN - T VERI IN FIELD flit0 BEYOND BEYOND BEYOND 5.2 3 5/8 TRU TURA TEFL METAL TUD >ri; W T T-7 TY DIVIDERS-20-0-9-4----5.3 G"5TRUCTURAL 5TEEL METAL -------- -- -- -- ® - - -- 00 / POLLED CHANNEL Z T TYP. 5. 3/4 x 1/2"D x 9G1 RU HED ALUM. REVEAL ® 'I" Mlt W 00 .7 /8 ALUMN. EDGING ANGLE _-- ; _ ->It > 0) .:::.:.: 5.8 TYLMARK -M LD 12004-1 5.9 L A 135 COLUMN TRIM 12 -_66 ® CO 5.I A WA L ARKER HEAD#I �36D _ _ - 1 T - -- C-2 C-2 C-2 C-2 A A RKER_ILL NDA _R 12 TYLMARK 9 LUMN TRIM-#T20065 .. NOT U13 LU IN M T AKEN ME. .<<< O Q NTERIOR ELEVATION 5. 2 MAR AML KT PANDB TTM#510199 5.15 114X /8 DTVI ER- - - to SCALE: SCALE: !/4" = I'-0" . 6 HLUTER�RENOU-V -- - - - --- - -Iwo .- 0) 5.1-7 L TER TRIP REN U-U apt: p 5.18 DOUBLE"C"J015T NQ, 4X 12 GA. -- --- ------ --- - - - - ;. - 5.19 H UTER TRIP REN -TK i NOTES: DIAMOND ROOM GRAPHIC 6. CARPENTRY _ G.I FIRE TREATED W009 BLOCKING -- - - - j THIS DRAWING hos been prepared by the Architect, or ------------ - - - - prepared under his direct supervision as on instrument 1. LASER CUT AVERY ETCHMARK .2 4 Fl TREATED P D of service and is intended for use only on this project. All 6.3 2x4 WOOD BLOCKING FOR EXI TIN CA5E POLLING Drowin s, S ecificotions, ideas and designs, including the (A5861-5)TRANSLUCENT VINYL APPLIED EMBL . TIE A A T RASSEMBLIES IN A SINGLE overall�o out form orron ement and com osition of spaces y 9 P. TO 5ECON FA n l m n r r constitute horiginal, unpublished D SUR CE OF GLA55 PANEL. A RU TOGETHER,ERF R LATERAL TIFFNE . : <� _ and ee a is po t oyed, co st tate t e GRAPHIC KNOCKED OUT TO BE CLEAR. 4 2x8 FIRE TREATED D�U�LE�TUD i1EADER- - 111; Work,of the Archdect., Any reproduction, use,or disclosure of �t the information contained herein without the written consent 2. GRAPHIC INSTALLER TO ENSURE THAT cQ9 5 3D A DN D FRAME W/ 1/2 x -112 5TOP, PAIN T MATH _ of the Architect is strictly prohibited. LOGO IS CENTERED HORIZONTALLY ON SECURITY MONITOR '` ``' © 2013 H.C.KLOVERARCHITECT 6.6 1/2"x 1 1/2HARD WOOD MOULDING GLA55 PANEL WC-I WC-I SF-3 WC-I 6.1 Ex-440-01)TRI PIECE - - flllti THE ARCHITECT DISCLAIMS responsibility for the existing building 3. GRAPHIC FABRICATOR TO COORDINATE BEYOND I 1 1/2 FI TREATED PL D W/N N-AB LVE Ti�it structure,site conditions,existing construction elements,or any /4 N AKIN documents,drowings or other instrur eTls pled for an pari of this WITH GC TO ENSURE THAT GRAPHIC IS Project which do not bear the Architects seal. The Architect's 6.12 1/4" H 1 ! series ore undertaken only in the interest of the Project Owner. No AT LEAST AS WIDE A5 GLASS PANEL 6.13 1/2 DF iryil otdigwation is assumed by thi kh'ded for the beneld d any other entity. HI 4 GRAPHIC PROVIDED BY HDS, INSTALLED P-3 RELATED DOCUMENTS:This Drawing is a single component of on BY GC integrated set of Conslruct�on Documents. Wal and Supplementary 7. THERMAL M I TURF PROTECTION Conditions of the Contract,Generd Requirements,Specifications and _ 7. MIL.T LU ENT POLY 5ECURED T KI KEP other Drawings may affect the Work described. Failure to review and WC-I 7. MIL.T U ENT POLY �R EXI TIN MALL TILE - integrate the deggn intent d the whole of the Construction Documents \ 7.3 BLA K NEOPRENE ® does not relieve the Contractor from providing o complete Project. \ \ 7. U ED COI,KY WITH all lows,codes,ordimonces and regulot�s with authorities ::>< €:> :; P-3 7. T E ® havinngg jurisdiction and with requirements of the Landlord,if appliable. \ \ -- - Dol start Work until al permits and required approvals are obtained. \ \ 7.6 VHB D UBLE ATED ACRYLIC-FOAM,#4941 7.7 x318 x3 E PRENE PAD VERIFY ACTUAL CONDITIONS and dimensions prior to construction. POL-2 \ o \ --------- - -- --.-- :: - ,.,. - Commencement of work constitutes verification and acceptance of all a conditions. Ap�'�cation d o materiel or equipment Rem to ark existing - ----- ---- - inslolled 4 others constitutes acceptance d that Work,and assumption of responsibility for satisfactory installation. I / TEMPERED EAR GLAZING _-- -'! -___>::.:_ ONEN90NS SHOWN are to finish face d a material unless dherwise indicated. --OVERHEAD RILL AND TUBE TEFL UPP RT ®<'': •>I ,n // - - - - CALCULATE I l dim&m-DO NOT SW drowirgs udess othenise duetled 8.7 LL W MET L D R FRAME ------ w l . ...................................................................._......................_............................. .. ...... ..................... / 1:1- 8 /4 x 3/4"ALUTvi.TRACK FA ENED T�PLYWOOD --- - - -- -- Vii!! -- . ............. ... . ...... . t :::.::::::.:::. ::::::::::::::.::::..:......:::..:::....... r c t t l e ._--......... _ _ . e 9.D FIN1511E� ` ::: T-5 C-2 C-2 o C-2 .-- 12 GYP. BD_ ' ' -- alt �o RE: I A800 FOR v- 2 5/8�.BD. -- --- - - -NOT U 9.3 /8 ' YP. BD. (COMPLIER W/ASTM X36) - - - - - I-- - dS DIAMOND ROOM INTERIOR ELEVATION _ 9. 6 META TUD 16 MAX.}, R A�NDTED _ a 1 GRAPHIC NOTES 9.5 5/8 META TUD , 16 �M �, R ASI -TED fir SCALE: AND DIMEN51ON5. 9.6 2 1/2 ETA D 16"0�.AM__ ,OR A�NOTED w�l r `� SCALE: 1/4" = I'-0" - - - /8 METAL TU -16 -O.C.. �_NT_AX. ,�A5l� TE - - - -- - 8- 7/0 HAT CHANNEL, 24'1_O.C. MAS,OR A5-NO►TED a (rpt w 9.9 DEE L TRA _ .. 9. 0 I YZONG TAPE" BLU -- -- -- --- -- - - - - - Q IN5TAL ED Af Lt LINA - _ - -- -- -- --- - 9.1 1 3- /8 IP TRAC-IV -- - --- - - --- A - .12 EALA ITT ID BACKER R\D -- - --- I■ - co � fi 9. 3 METAL 5TU 12'��.c. (MAX.) - -- - -------- T - Qp co 9.14 3/8 ATER.R�I�TANT-GYP.. BOARD _ _ ® C, CV 9. 5 5l8 TRIM - - - - :lr tail N 16 LIGHT A BUILTI-JP BEAM 0 0 0 9.17 3 1 x _A METAL 5UD WIT_H 5/8'r FLANGE 16`T. . L LU o� Q 9.18 4 12-14 TEK RE- Wr ------ -- c� 19 I x 2 TRACK W/ 1518 FLANGE_ 0 < O 9.2 5/8 x 2 A T CK WITH 1 1/4'FLAN E. P-I .21 14 A. CLIP ANGLE 9.22 A WI TIED T 5TRUCT.A_N COLD ED�HANNEL !! II. 9.23 3 I LIGHT BUILT UP COLUMN -_ € 0 V 9.2 6 X 2 A TRA W/ 1 5/8 FLAN E. 16�O. viii; ifit 0 -- E- F-- .25 2-3/4'WOOD AIN ;viii Nt F-- Z - - - - - - - - - - - - - - - - - 9.26 REFI I E MD PANEL— ��_ _ z 9.27 1/4"GYP. D A. P-3 .28 112 CEMENTBARD _ PDL-I AWNING BEYOND WC-I Q WC-5 WC-510.0 5PECIALTIE5 .I IR ULAR L UVRE5-LESLIE LOCKS 2-"DIA7- RL Ott: 1 .2 RAB BAR-B DLEY I FIT _ __ ® ' MI TI FINI Imo-52-00-I 36 AP-1 OPEN TO OPEN TO .3 B BA - EY /4 DIA_x42'f LO MALL MALL ATIN FINI,5 -8322-00142-_ BEYOND BEYOND 1 .4 ED INE ABINET-BRADLEYIBRADEX REE ED ® ' > i t LO AINLE TEEL-175 T_7 10.5 PAPER TOWEL DPEN ER-BRADLEY SURF-ASE MINTED n,P I I Wx 15 5/1 G"Hx4"-D-25�-15 _ I TOILET PAPER DIP ER-BRADLEY UREA E M UNTED ® >> !! r 0 e C t n U m b e r IN RL - 84 p ;:;;: ;.. I ANITAKY NAPKINDI 1`05AL-BRADLEY _ URFA UNTED 8B rWx I T I%2�11x _ 12007.052 C-2 C-2 C_2 10.6 AP DI PE ER-BRADLEY 24 FL.OZ--G50! ■ 9 TOWEL DI PEN ER-B BOK B-253 ■ d r a W I n g I S S u a n C e .I GRAB BAR-BRA LEY I I/4 DIA.x 8 LANDLORD/PERMIT/BID SET 01.09.12012 ATIN FINI H -8322-001 8 N T E RI 0 R ELEVATION ! ! I EXI TIN MALL BULKHEAD TO REMAIN 2 .12EXITI MAL FL R LAST REA1N ® drawingreVlSIOnS SCALE: I/4" = I'-0° !3 I TIN R TILE T RE AI - I`» <>> ! 14 MULTI-DIRECTIONAL R LLI ATR No. Description: Date: ! 15 .060 ALUM. ABINET FA EW%SEMI- ®`'`< ! L I I H -PAINT INTEI�OI �OABINET WHITE 10.1 G I U TED I VER X.I.I.....X ! .19 ALUMINUM ABINET: . 6�MINUM EMI- B CK FIND I .2 BA PANEL P A 0111N0E FSR SERVI E A E • >» ®I- 2 1/4 TEMPERED ING----- - 1i o .22 HE BER RAPH1 .23 ELZ ER PR M15E51GN - >» VENDOR SIGNAGE N .24 T REFR NT 5IGN-RESIGN DRAWN;5_ : < X. WC-I BY OWNER .25 FULL LENGTH MIRROR: B BRICK-6 x2 -29 2 6 ■ `'<> 6 24"H x 3G"W HE RE T ALL N T F AFE WC-2 WC-3 P-3 TO.27 U T M AWNING1 . »< TRIM II. EQUIPMENT `< prOfeSSiOnalSeal I A E DI PLAY A E NTRA T K T LAY UT ® >' ■� 12 DIAMOND R M DE K AND HAIR • 1.3 FFI E DE5K WITH T RA E 11.4 DIAMOND ROOM CABINET WC-I 1.5 JEWELER ROOM FLOOR AFE ■� «<'> 7 � � - - - - ! .6 NOT UE ® iAt .7 LD CA5E5 W/ T RA E ELEC. BY ! .13 LARGE T RA E AFE 35 1/2 Dx43 x72 H 4,424 Lbs ® I`' ®' > HENRY 0. CLOVER WC-3 WC_I I I.I3a MALL TO GE AFE 25"Wx I/2"Dx42"H I,77 bs • n 4 T RA E HELVE 12 DX W ® <: 3573 / I- � -4 1J I 1 5 T RA E HEL E 12 Dx36 W / I ( 11. 6 AWAY CABINETAND FAX HELF WITH T RA E OVERLAND PARS, KS AND LATERAL FILE 20"d x 42"w 1 1.17 N T ED / / I \ I \ I \ ( 1 1. 8 P MA T.V. o liriit ' Iz _ LJ L � _�J I \ I \ I \ I T-5 15. MECHANICAL REFE CE MECHANICAL DRAWIN ................. ..................................................... ra 1:1! t I e ��� w i n g 1 16. ELECTRICAL(REFERENCE ELE TRI AL DRAWIN INTERIOR ELEVATIONS C-2 C-2A_ C-2 C-2 16.1 5ECUKITY EQUIPMENT ___-__ �■.'' drawingnumber AM INTERIOR ELEVATION SCALE: 1/4 = P-0° ___� NOTE: NOT ALL REf E KEYNOTE5 USED LU FURNISH I,USTAi_L O T U LU m DE5CRIPTION Q o Q o Q) (0 p �® Y C 15EE 5PECIfICATION5, DIV15ION I tY > O Q _ ITE WORK 0- 5EE 5PECIfICATION5, DIVI I N 2 DEM LITI N NOTE C, Z 3.0 ONCRETE C • 3.1 PATH CONCRETE LAB P, P UMBIN E E RIA L 1 L1J LO MECHANICAL A5 REGO oN T 4.0 MA50NKY 4.I PTH REPAIR ANY DAMAGE TO MALL TILE OR WALL > 00 It (0 NKY A5 RE D. ch Lw T r 0) 5.0 M ETAL <> <; I EXI T[N TRU URE TO REMAIN -GC TO VERIFY IN FIELDA. .2 3 5/6" T T L 5TEEL METAL 5TUO Vii; tri 5.3 6 TR T RAL TEEL META TU W 5.4 5TYLMARK DIVIDER.#1 20OG4 ® lliilii ap .5 1 5/8 LD POLLED ChAN EL iii; fir z r .6 I4 x 1/2"D x 9 BRU HED ALUM. REVEAL ® triiir LU 00 5.7 /8 ALM . ED I N AN LE > > p 5.9 TYLMARK 35 COLUMN TRIM 12 66 �■ iii J CO 5.1 TYL A W LMARKER HEAD 1136 ■ ' T. ARK WALLMARKER 5ILL AND ANCHOR#1 10451 ■ W O .I2 TYLMARK 900 COLUMNTRI 12 ■<I... NOT USED NOT USED NOT USED 5.13 LUMINUMTRC PAREN TOPAND. ■>< CL 5.14 2 A LOCK T AND BOTTOM#510199 125.I 14 1/6 D IDER ilii: LO Li C% _A 5CALE: 5CALE: 5CALE: 5. 6 LU ER TRIP REN U-Villi! 0) 5.17 H TER 5TRIP REN -U iii; Lln p 5.18 DOUBLE "JOIST HEAD 4X 12 GA. 5.19 HLUTER TRIP REN -TK ADA 51GN5 6. AKPENTR <>> G. IRE TREATED WOOD BLOCKING THIS DRAWING hos been prepared by the Architect, or 5" `Q prepared under his direct supervision as on instrument 2 4 FIRE TREATED PLYW DI I of service and is intended for use onlyon this project. All 6.3 x4 WOOD B KI FOR EXI TIN CA5E R LLI N S designs, includingthe _ GRADE 2 " Drowings, pecifico6�ons, ideas and BRAILLE EMB Y. IE ALL A T RA55EMBLIE5 IN A 51NGLE overall loyout, form, arrangement, and composition of spaces RU TOGETHER F R TERAL TIFFNE anal elements portrayed, constitute the anginal, unpulihed x A E 5TUID HEADER Work of the Architect. Any reproduction, use,or disclosure of 6.4 2 FIRE TREATED UBL U E R �ir ADA ROOM Go 6.5 3/4 HDWD. FRAME WJ 1/2"x I-1/2 5TOP, PAINT T MATH the information contained herein without the written consent D A ENT RFA E :» of the Architect is strictly prohibited. IDENTIFICATION 51GN '' (!/4"1H1CIU 2A 6.6 J X /2 HAR WOOD MOULDING---- GRADE jj © 2013 H.C.KLOVERARCHITECT BRAILLE Gil .1 I x W TRI PI E THE ARCHITECT DISCWMS responsibility for the existing building o -- G.I I/2 FIRE TREATE P YW D W/N N-AB 1V structure,site conditions, existrng conslruction elements, or ony DOOR MOUNTED 5IGN I/4 U N B KIN documents,drowings or other instruments used for any pari of INS Project which do not bear the Architects seal. The Architect's I/4 THICK CALlFONIA ONLY) 1 G. /4 5HIM til: services are undertaken only in the interest of the Project Owner. No 6.13 1/21, D obligation is assumed by the Archileci for the benefit of any other entity. LATCH 51DE OF DOOR GRADE 2 RELATED DOCUMENTS:This Drowing is a single component of on BRAILLE integrated set of Construction Documents. General and Supple lentory 7. HERMAL M I TUBE PR TE TI N ' < Conditions of the Contract,General Requirements,Spedi otions and DOOR MOUNTED 5IGN5 7. MIL.T E PLY 5ECURED T KI KER li riiil; other Drawings may affect the Work described. Failure to review and CALIFORNIA ONLY 7.2 MIL.T LU E POLY T VER EXI TIN A L TILE ilii`. integrate the design intent of the whole d the Construction Documents 7.3 BLA KNEOPRENE ■; t does not relieve The Contractor from providing o complete Project. NOTE5: 7.4 T U ED COMPLY WITH of laws,codes,ordinances and regulations with outhorities 1. CHARACTERS AND 5YMBOL5 SHALL CONTRA5T WITH THEIR BACKGROUND. 7.5 T U ED having jurisdiction and with requirements of Ilse Landlord,if ap�I�cable. �'- Do not start Work until all permds and required approvals are obtained. 2. IDENTIFICATION 5YMBOL5 ARE TO BE ON WALL ADJACENT DOOR 60"ABOVE 7.6 M VHB DOUBLE COATED ACRYLIC FAM, 494 I ;hili: 777_5"x3/8"x3`NEOPRENE PAD VERIFY ACTUAL CONDITIONS and dimensions prior to construction. FLOOR AND ARE TO BE D15TINCTLY DIFFERENT FROM DOOR AND WALL IN COLOR Ae�l Commencement of work constitutes verification and acceptance of oil AND CONTRAST. existing conditions. Applicolion of a material or equipment Rem to Work inslolled 4 others constitutes acceptance 0 that Work,and assumption 3. PROVIDE ROOM IDENTIFICATION 51GN ON LATCH SIDE OF DOOR. 8. D IND W `... of responsibility for satisfactory installation. 4. LETTER5*NUMBERS ON 51GN5 5HALL BE KA15ED 1/32"MIN., 5HALL BE A MIN.OF cV 8.I /2 TEMPERED LEAK GLAZING !! DWDUNS SM are to finish face al o molerid unless otherwise indicated. 5/8"HIGH f 5HALL BE 5AN5-SERIF UPPERCASE CHARACTERS. A.D.A.51GNAGE w 8.6 OVERHEAD GRILLE AND TUBE TEEL UPP RT ■ `; ■ < !; CkC8J J 00 NO[�dr . urks al�se ktd w�6113� 8.7 HOLLOW METAL D R FRA E hr 01r'"� ACCOMPANIED BY GRADE 2 BRAILLE. . 3/4 x 3/4 ALUM.T FA TENED T PLYWOOD iii; 5. REGULATORY 51GN5 TO BE TYPICALLY ADA COMPLIANT TACTILE 3-D PLAQUES PER p r o J@ c t t i t l e CODE REQUIREMENT5.51GN5 TO BE A TYPICAL ONE PIECE INJECTION MOLDED 9. FINI HE FABRICATION WITH RA15ED 5ECOND SURFACE GRAPHIC5. "' 0 9.1 !/ GYP. BD. � i G. ALL 51GN5 SHALL BE BROWN 9.2 508 YP. BD. iiMi ;Cllr; LO NOT USIED NOT U5ED FT5TROOM9.315/511TYPE X YP. BD. C. (MAX.),W/A TM 36 1 NOT 6A T D , !6 . M R A NOTED i :>jfli 9. 5/ METAL U 16 (MAX.), R A NOTED i lit LO SCALE: SCALE: UJ 7 3 9. 2 I/2 METAL TUD 16 AX. , R A TED VIII: dill SCALE: 1/4 = 1'-0" SCALE: .7 1 508 ETA TUD 6 (MAX.), K A NOTED 9.6 718 HA NEL, 24 MAX. , R A NTE Iliii�: w 9.9 DEEP L T Li aili Q U 979 6 A E IDE AY LONG LA NEE BLE N5T9.! i -518 LIP TRA cn A N N KER POD ilt 10.4 .13 A T MAX. Q co P_I P-I 9.14 3/ ER RE ( TA GYP. BOARD ® CV 40 A.F.F. (MAX)TO „M 9.1 508 A TRIM lir; I. C'4 O 8.0. REFLECTIVE 54 IN. BUIL B A iii; ;Iii SURFACE I'-0" 42"MIN. NOTE: 9.17 3 /8 x 2 A MEA TUD WITH 1 518 FLANGE. 1G=. W o� < 0 �f 9.1 4 2- TEK W Q O 36"MIN. 6", + MAX. 39"MIN. 9.19 x 2 A TRA 1518 FLANGE ilifil »iii; �, ® � GFI OUTLET T_4 10 1 T-4 KE5TROOM FIN15H MATERIALS .2 5/6 x 2 TRACK WITH 1 1/4"FLAN E. 41 MAX. PROVIDED AND INSTALLED �- 9.2 I 14 A. CLIP AN LE ' 10.3 .22 A WI TIED T TRU T. AND LD R LLED CHANNEL BY THE G.C. 0 o FCD z .23 3 5J8 A B LT UP COLUMN 10.I 75- 9.24 6 X 2 TRACK / 1 5/8 FLANGE. 16O.C. 10.6 - 9.25 2-3/4 WOOD A 1 N irrN; lir F-- z / - 9.26 KEFINI HED MD PANEL 51.0" 9.27 -1/-4 -GYP. B A D : Z 9.28 1/2"CEMENT BOARD 2, 6„ MIN. �� Q z I PE (ALTI E MIN. o o "- _ o c�, 10.1 CIRCULAR L UVRE - LE LIE L KE 2 DIA. - RL 2 ■' ' d- NOTE: I'-3" A Q 1'-6" 2 B BAR-MOLLY I I/4 IA.x36 ■<'> o z Q A WATERPROOF MEMBRANE MUST BE INSTALLED "' ATIN FIM -6322-00136 ON RESTROOM FLOOR AND UNDER AND AROUND MIN. I .3 BAR-BRADLEY 1/4 IA.x42 �■> ' TIN FINI H -8322-00142 000 - MOP 51NK. MUST BE COMPATIBLE WITH FLOOR _ _ 10.4 MEDICINE ABINET-BRADLEY/BRADEX REE ED ■ ■ �' TILE AND GROUT,AND MU5T EXTEND A MINIMUM - _ _._.., INLE TE L-175 OF 6"UP THE WALL. 10-.5-PAPER TOWEL DI PEN EK-BRADLEY UREA E M UNTED -' - IL I1 Wx155 16Hx4D- 25 -15 15" 10.1 !'-6" 1 .6 TOILET PAPER,Dl P N EK-BRADLEY URFA E MOUNTED ■>« p r O j e C i n U m b e r I ROLL-5084- 10.7- 4 I .7 ANITAKY NAPKIN DIP AL-BRADLEY ■ 12007.052 � Y Y URFA MOUNTED 8 Wx I I 1/2 Hx I J5 AP i EN ER-B DLEY 24 FL. Z. -G501 ■ .9 WELDIPENER-BBR 8-253 ■ drawingissuance .I BAR-B D EY I 1/4 IA.x 8 ■ yNlii; ' - � ATIN FINI - 322- 1 18 LANDLORD/PERMIT/BID SET 01.09.12012 Z d 4 z 1 .1 1 I TI ALL BULKHEAD T REMAIN ■ , FT57NOOM ELEVATION FT5TONO'CIM ELEVATION _ � � - _ w r v 1 s 1 o n s � � 10.12 I TI MALL FLOOR LAB T REMAIN al f a n g e _ " _ �t ,� �, .13 ( I L FLOOR TILE T REMAIN ® 5CALE: 1/2 - 1 -0 SCALE: 1/2 - I -0 m F 0 ` I .14 MULT-DIRE I POLLING ATR No. Description: Date: -9A5lOF \ ... .... `o WITH SOON ' . 8 ALUM. ABINET FACE Wl EMI- L BLA K FI I H -PAIN INTERIOR F ABINET WHITE IN5ULATION ` I 16 I U TED DRAT VE ® ` j I .19 ALUMINUM CABINET: 63 ALUMINUM WI ■ ><' ■ `> z EMI- L K FINI N . - 10-20 K PANEL IA HINGE FOR. EKVI E A E ■ <! ® `< -TN " 7- 10.5 "" 21 I/4 TEMPERED GLAZING .22 HE BE PHI ■ ><< i P-I 46' A.F.F.TO P-I 7A420 1'-0" 23 E ER PRM E SIGN ■```` BOT. OF UNIT ° A .24 T REFR NT -RE:51GN DRAWIN ■<>> MW .25 FULL LENGTH IRR R: B B K-6 x2 ', 8-29 2 6 ■ .26 24 x 3G"W E F, RE T WA TOP F AFE ® <r T-4 .27 TMAWNING ■ 10.4 T-4 T-4 11. EQUIPMENT T-Iprofessionaiseal O MIN. I. ALE DI PLAY A E NTRA T KT LAY OUT ®< " ® << .2 DIAMONDROOM DE5F,AND AIR ■ 10.1 I. Of fl DE K WITH TRA E ARI .4 DIAMOND R M BINET JEWELER ROOM FLOOR FE >< T-I 1.7 D ADE W/ T RA E - ELEC. BY . HENRY�.4CL�Y�� / 1.13 LARGE T RA E AFE 3 I/2'Dx43 Wx72 4,424 lbs ■ ■«<<` 0 0 I I.13a A TO GE AFE 25"Wx30 /2"Dx42"H(1,779 lbs ■ ■ 3513 1 1.15 TRA HE.14 5TORAGE LVE 12 Dx36 W ■ IV INSULATE HOT W TER C�VE�LN®PARS,KS z _ � 11.16 LAYAWAY CABINET AND FAX ELF WITH TRA E _ A T RAL FILE 20"d x 42"w PI PE5 t D I N5 d- m 11.17 NOT ED << z OF 15. ME RANI AL KEFEREN E MECHANICAL DRAWIN 8"MIN. 6"MAX 4,_6„ drawl ng title KNEE CLEARANCE TOE CLEARANCE MIN. 16. ELE TRI AL REFS NCE ELE TRI AL DRAWIN 17"MIN. 16.I SE RITY EQUIPMENT ® ® > RESTROOM PLAN ELEVATION5 DEPTHg. drawing num b e r APLANAMRESTROOM ELEVATION RESTROOM ELEVATION ENLARGED TOILET NOOM A5 U5CALE: 112 = 1'-0" I'v, SCALE: 112 SCALE: 1/2 -1 -0 ;. I UKNI5H INSTALL NOTE:TH1515 A MASTER LI5T AND NOT m �F� KNISH INSTALL h N C NOTE: NOT ALL MATERIALS WILLBE USED. fIN1.5H KEY KEYNOTES USE D 0 DESCRIPTION DOOR SICHEDULE MANUFACTURER LIE COLOR COLOR# FLAME OKE LA55 REMARK5 � W FURNISH I�u_S_ T-A�i ,L CT> _j ►- � SPREAD DEVEL. V VB-I ® ® VINYL COVE BASE JOHN50NITE TRADITIONAL 4" BROWN 47 0 v viz LOCATION ROOM WIDTH HEIGHT THICK DOOR MATERIAL HEAD JAMB FRAME HARD- LABEL REMARKS DESCRIPTION Q Q o o w w E WARE � •� z Q z o (0 n , 6 g No. TYPE TYPE FINISH v z c z LU w +� SALES AREA CONSTANTINE CUSTOM #5346 0.45 WATTS/CM-2 Z g F-- 1- ► rl C I • • R22007(3(J82 i PAD BACKER IS HARDWARE PLUS EB O CA ET ) ( ) :h RP CARPET 1A :'. • ENTRY To SALES AREA 101 12'-1 1/211 9'-0" r q ALUMINUM r r r A (I) (2) (5) 77T-707 :� ♦ ..� Q C2 ® ® SALES AREA CONSTANTINE CUSTOM R220070(J82) #5346 0.45 WATTS/CM-2 I 6"HIGH WI FINISHED EDGE ESPECIFICATIONS, DIVI ( ! Y U CARPET BA5E CARPET ''y ' - 11 11 r r (1) (2) (5) N 18 • ENTRY TO SALES AREA 101 12 3 9 0 ALUMINUM A A • PPR-159744 #32 0 0.45 WATTS/CM-2 M-2 I G.C.T PROVIDE DE ADNESIV E 0C3 • CARPET TILE CARPET IC • ENTRY TO 5ALE5 AREA 10I 16'-1 3/4' 9'-0" q ALUMINUM A 2. ITE WORK �- -�. I PE IFI ATI N , DIVI I N 2 DEMOLITION N TE P-I • • GENERAL WALL P EGGSHELL CHINA WHITE I -I PPG PAINT 5 5 VARIES 1 „ r r • V A � 1 2 5 R E5 W/SURFACE „ ( ( ) O I D ® ENTRY TO 5ALE5 AREA 101 15-2 9-0 q ALUMINUM A P-2 • • GENERAL CEILING PPG PAINT FLAT CHINA WHITE 515-1 VARIES W/5URFACE I E ® . ENTRY TO 5ALE5 AREA 101 �-8'-7 11211 9'-0" q ALUMINUM • • q (I) (2) (5) MANUAL GATE 3.0 CONCRETE z --J-PATCH RETE LAB PLUMBING, ELECTRICAL I . 3 4 LLJ 1 II 1 11 11 ( ) ( ) LO °- 2 ® WORK AREA 104 3-0 7-0 1 3/4 B MTL 9A600 9A600 HM P-3 B I 1 A RE D >::::::::: P-3 A • PEARL TRIM PPG PAINT SEMI GLOSS BONE WHITE 5!6-3 VARIES W/SURFACE 777 3 4 TOILET ROOM 103 3'-0" 7 13/4" B MTL 9A600 9A600 HM P-I C 17 P-4 • • STOREFRONT TRIM PPG PAINT EGGSHELL 5TONINGTON 416-4 VARIES W1 SURFACE 4. MA NRY ' Cn 4 ® STORAGE 106 3'-0" 7'-011 13/4" B MTL 9A600 9A600 HM P-3 B 4.1 PTH REPAIR ANY DAMAGE T MALL TILE R WALL iii O ((0• RECESSED GRILLE VARIES W/SURFACE .� MA NRY A RI D. M SHERWIN WILLIAMS FLAT TRICON.BLACK 6258 W ,- P-5 • • TRACK PAINT ., ...w... r STOREFRONT PPG PAINT EGGSHELL MEKLOT 435-7 VARIES W/SURFACE (I) 5PEC1E1 R DETAILS PROVIDED BY DOOR FABRJCATOR(N.I.C.)-REFER TO SHOP DRAWINGS. (3) G.G.TO INSTALL PEEP HOLE IN DOOR 5. METAL - P-6 ® • (2) ALL KEY TION5 ARE TO BE ON INTERIOR OF STORE (4) PAINT SALES 51DE PER ELEVATION. PAINT ROOM SIDE P-1. 5.1 I TINGTRU TUBE TO REMAIN-GC TO VERIFY IN FIELD SALES ACOUSTICAL GRID-PRELUDE GRID-CONCEALED T-5U5PEN510N SYSTEM; 15/16"GRID FACE (5)ALL BATTERIES FOR OVERHEAD GRILLS ARE LOCATED IN B.O.H. 2 3 / STRUCTURALTEFL METAL STUD • ACT-I • • 1 I I. 5.3 6 TR RAL STEEL METAL STUD 11911: W r CEILING-2 x 2'x 3/4 ARMSTRONG WHITE 0-25 CLASS A TILE-ANGLED TEGULAR EDGE#1774 G TILES-DUNE URNISH INSTALL 5.4 TYL AR DIVIDER 12 64 ■ 00 Q WORK ROOM1. (I) NOTE:TH1515 A MASTER L15T AND NOT ACT-2 • • ACOUSTICAL CEILING- ARMSTRONG GRID-PRELUDE 0-25 CLA55 A GRID- 15/1 6 GRID FACE ALL HARDWARE SETS WILL BE USED. HARDWARE SICHEDULE 5:6 3/4/8 x /L'D x 9 ROLLED L BRU HED ALUM. REVEAL ■ W 00 2 x 4 x 3/4 TILES-DUNE WHITE TILE-ANGLED TEGULAR EDGE#1774 tu- 5.7 /8 ALUM . EDGING ANGLE Iii > o ACRnic F- s-- p .8 AR L 1 ■:` Q (0 2 o Cfl PANEL AP-I ® • EXT.ACRYLIC BAND OWNER SUPPLIED RED APPLY To MALL SIDE OF STOREFRONT ONLY -� Z -� CATALOG J-MOLD ,_ 9 ARK 135 UM TRIM 12 66 ■ >>< -� Q o a a IIS REMARKS ITEM QUANTITY DESCRIPTION MANUFACTURER FINISH H CO z U z z 0 a / NUMBER _5_.I TYL RK LMA KIR 1 136 ■ W 5.1 ARK A AKKER ILL D ANCHOR 1481 . `> i It Cn cuss DIAMOND ROOM OWNER SUPPLIED A ® ® ::: OVERHEAD GRILLE HDWK. SATIN CHROME ALL HARDWARE SUPPLIED W/DOOR SYSTEM t INSTALLED BY OTHER Fiwt SF-3 ® ® FILM ON GLASS I A 9 COLUMN TRIM 12 ■ 5.13 ALUMINUM TRANSPARENCY F ME. ■< liiiIVA Q. FINE GRAIN 13 ! ® HINGES THREE(3)PAIR BUTT HINGES HAGER 13131279 4x4 SATIN CHROME 5.14 AR AML T AND B TTM#510199 ■ LU CONTACT TERESA HUMPHREY @ WIL50NART 5. /4 1/ DIVIDE LO PL-I ® • FIXTURE LAMINATE WILSONART RAN 7931-78 5.I HLUTER 5TNP REN U-V •I Z PREMIUM FIN15H • ® DOOR HANDLE ONE(1) STANLEY 93K7D 15D-53-626 SATIN CHROME 0) g FINE GRAIN .17 TER TRIP RI U-U o n- PL-2 • O FIXTURE LAMINATE WIL50NAKT PREMIUM FINISH PEARL B15QUE L5D485-7 CONTACT TERESA HUMPHREY @ WIL50NART ® SILENCERS ONE{1) IVES SR64 SATIN CHROME 5.18 UBLE'C"J01ST HEAD 4X 12 GA. r L L I B I I E 5.19 HLUTER TRIP KENO-TK TOILET ROOM WALL DAL TILE SEMI GLOSS ALMOND K165 L o ! FLOOR STOP ONE(1) IVES FS!7 SATIN CHROME T-I ® ® TILE GLAZED WALL TILE BONE.G.C.TO SUBMIT SAMPLE TO OWNER FOR APPROVAL BEFORE INSTALL. " " Q II GOLDEN NUGGET 2x2 ORE UAL FROM LOCAL SUPPLIER,•G BUI I PRODUCTS#1 TOILET ROOM FLOOR L N GG Q FR OCA ROUT:CUSTOM LD NG56 6. ARPENTRY T-2 • DAL TILE GOLD RUSH #5208 - - • D AI E E 2 IVES 10 HIGH 8400 S32 S T N CHROM KICKPLAT TWO �_ TILE MOSAICS PEPITE DORADA FA C.T BIT P T E F APP A BEF IN TA o'� °� G.i FIRE TREATED WOOD BL KIN THIS DRAWING hos been prepared by the Architect, or ~ T-3 • • o prepored under his direct supervision as an instrument G. 3l4 FIRE TREATED PLYWOOD iiiiAll rr�l1 NOT USED cn ® PEEP HOLE WORK AREA ONLY of service and is intended for use only on this project. All 6.3 x4 WOOD BLOCKING FOR EXISTING AIR LLIN Drowinqs, Specificotions, ideas and designs, including the SEMI GLOSS ALMOND 1 x C ® HINGES THREE(3)PAIR BUTT HINGES HAGER 15131279 4x4 SATIN CHROME IMBL . TIE ALt A T RASSEMBLIES IN A SINGLE overall Tayoul, form, arrangement, and composition of spaces T-4 ® • TOILET ROOM WALL TILE DAL TILE GLAZED WALL TILE K 65 A E RU T ETHER F R LATERAL TIFFNE and elements portrayed, constitute the original, unpublished UST M BUILDING PR DU T # 2 BONE ''`` "" „ s ! DOOR HANDLE ONE(1) 5CHLAGE #AL405 F76 NEP-626 SATIN CHROME PRIVACY LOCK 6.4 2x8 IF TREATED DOUBLE STUD LADE iiNr til Work of the Architect. Any reproduction, use,or disclosure of T-5 ® ® BORDER TILE CONCEPT SURFACES SUPREME CHOCOLATE 12 x 12 ,CUT TO 2 x 12 SATIN FINISH;GROUT: LATICKETE#35 MOCHA G. 3/4 DWD. FRAME / 1/2"x 1- /2 STOP, PAINT T MATH ®' the information contained herein without the written consent D A E RFA of the Architect is strictly prohibited. T_G ® ® NOT USED ! SILENCERS ONE(I) IVES SR64 SATIN CHROME © 2013 H.C.KLOVER ARCHITECT 6.6 1/2"x 1 1/2 HARD WOOD MOULDING li FLOOR STOP ONE(1) IVES 1`517 SATIN CHROME .1 1 x4 D TR( PI E ( wN THE ARCHITECT DISCLAIMS responsibility for the existing building T-7 • • EXT. FACADE STONE CONCEPT SURFACES SEA SHELL GR15 RG 201 CS 21"x 13 GROUT-CUSTOM BUILDING PRODUCTS#38G OYSTER GRAY .I 1/2"FI TREATED PLYWOOD W/N N-ARRA IVI Aii< structure,site conditions,existing construction elements, or Ty i CLOSER ONE{I)W/HOLD OPEN LGN LCN 1460 SATIN CHROME 1/4 N BACKINGdocuments,drawings or other instruments psed for ally pori of lhls 6.12 /4 HIM Project which do not bear the Architect s seal. The Architects WC-1 • • CUSTOM SCROLL MURAL KOR05EAL MOHAVE II CU5TON SCROLL BY SINGER CONTRACT GROUP J services ore undertaken only in the interest of the Project Owner. No 0 G. 1 2 M F WC-2 • • LINEA PEARL MDC WALL COVERING i--. � S KICKPLATE ONE(1) IVES 10 HIGH-6400-532D SATIN CHROME RESTROOM SIDE / obligation�assumed by lf�e Architect for the benefit al any other entity. z RELATED DOCUMENTS: This Drawing is o single component of on LU WC 3 • • BLUE XOREL CARNEGIE XOKEL 5TRIE 6423 W 122 integrated set of Construction Documents. General and Supplementary P TI rRequirements, if' I A M I T RI RTE N n 1' f Specifications H RM L U the t Generalat and 7 Co titans o Contract, TYPE5 DOOR> f=1Nl5N SCHEDULE WC-4 • • BURGANDYXOREL CARNEGIE XOREL METEOR 6427 W228 7.1 IL.TRANSLUCENTPLY SECURED KICKERS 11MN other Drawings may affect the Work described failure to review and 2 MIL.T ENT POLY VER ITN MALI TILE integrate the design intent al the whole of the Construction Documents WC-5 _ Q o 7.3 139 PEI ®< does not relieve the Contractor from providing a complete Project. • • GENERAL WOLF GORDON RADAR LIGHTHOUSE KDK 7 3868 z z LL_ v cn W z 7.4 -NOT ED COt1PlY WITH oB lows,codes,ordinances and regulatxxd with aulhori('les FOL_I MALL STOREFRONT KMDI MICROLITE- WHITE FULLY ADHERED TO SUBSTRATE ROOM _ 0 � z o 7.5 T ED having jurisdicl'an and with requirements of the Landlord,g applicable. • • u� O '`'` ''""` Do not start Work uncal all permits and required approvals are obtained FACADE CUSTOM No. ROOM NAME m ►�- REMARKS 7. M BLE COATED A KY I FAM, 494 I l; Alli: 7.7 x /8x3 E PRENE PAD VERIFY ACTUAL CONDITIONS and dimensions prior to construction. MALL STOREFRONT 101 SALES AREA ACT-I P-I RE:ELEV N/A RE: PLAN C-2 C-I RE:ELEVS t PLANS FOR FINISH LOCATIONS Commencement of work constitutes verification and occeplance of all LU POL-2 • ® KMDI MICROLITE- BURGANDY FULLY ADHERED TO SUBSTRATE exdDng conditions. Apohtion d o material a uonent item to Work FACADE CUSTOM _ 102 AC - P-I VARIES A A C-2 G I E�5 PLANS FOR F{N{511 LOCATIONS inslalled 4 others constitutes acceptance 0 that Work,and assumption DIAMOND ROOM __:T-1 N/ �ll 8. D WIND W >''=1 >?' of responsibility for satisfactory installation. POL-3 MALL STOREFRONT KMDI MICROLITE- BRONZE FULLY ADHERED TO 5UB5TRATE -5-.-F- 1/ TEMPERED LAR GLAZINGlilii; ® ® FACADE 103 TOILET ROOM P-1 N/A P-1 T-I/T-4 WA T-1 T-2DIkIENS10NS SHOWN are to fnish Lace of a material unless otherwise indicated. CUSTOM 8.6 VEKHEAD GRILLEAND TUBE TEEL SUPPORT ■ <>< ■?`»> t area as_DO NOT lE drawings urkss dharise dre<led MALL STOREFRONT 1/2'x 55'x 120"SLABS FULLY ADHERED To SUBSTRATE WITH 104 WORK AREA ACT-2 NIA P-! WA NIA C-2 C-3 7 HOLLOW ME A DOOR FRA I t o 55-1 ® • FACADE VERONA MARBLE COMPANY LEGACY QUARTZ POMPEII �, LATAPDXY 310 STONE ADHESIVE 8.8 3/4 x3/4'-ALUM.TRACK FASTENED T PLYWOOD p r o j e C t t i t I e 105 BRIDAL ROOM ACT-I RE:ELEV RE:PIAN N/A N/A C-2 C-I RE:ELEVS PLANS FOR FIN15H LOCATIONS MTL-I • • BREAK METAL BY OWNER BURGANDY 106 STORAGE ACT-2 WA P-I NIA WA C-2 C-3 TYPE °A" DOOR TYPE °B" DOOR 9;1 it 21 HI • BD. 1 / __O ' NOTE:THE GENERAL CONTRACTOR SHALL STORE THE REMAINING FIN15H MATERIALS IN A MANNER THAT ALLOWS FOR EASY STORAGE-LABEL SEAL CANS, LABEL t WRAP FABRIC/MARBLE. OVERHEAD GRILLE METAL DOOR -9.2 5/8 GYP. 15D. l..0 06 /8 TYPE X YP. 13D. ( MPLIE W/A TM 36 1�l1 � '* A CONTINUOUS WATERPROOF MEMBRANE MUST BE INSTALLED UNDER THE TILE FLOOR.EXTEND UP THE WALLS A MIN.OF G"-ONLY NEEDED IF STORE 15 LOCATED ON AN UPPER FLOOR.ENSURE TILE AND GROUT INSTALLATION ARE COMPATIBLE WITH 9. 6 ETA STUDS, 6 C. (MAX.), R A NOTED 1INI NOTE: ALL BATTEKIE5 FOR OVERHEAD GKILL5 ARE LOCATED IN B.O.H. MEMBRANE 9. / METAL TUD 6O.C. (MAX.), R A TED 9UJ LX . 2 /2 METAL TUD 6 MAX. , R A TED tali: er 9.7 /8 MIA T D 6 . M R A TED iii; .8 18 HAT CHANNEL, 24 MAX. , R N TED iiatil' w 9.9 DEEP E TRACK til U 9. 6 WIDET TAPE BLE Vii; iria Q -INSTALLED L LIN r« �- 9.1 13-5/5"51-11'T cn I ALAN D BACKER ROD M (a p 9.1 , 12 C. (MAX.) Q co 9.14 3/8 ATEK REIT YP. B ARD "001 0 CV /8M A TI N [i 9. H I BEAM . � o� 5/6"x A MET TUD WITH 1 5/6 FLAN . 16O.C. pari; 9.15 4 - EK W `. Q 0 9. 9 12 x 2 TRA W/ 1 5/8 FLANGE rliiLU0 9.2 3 5/8 x 2 A TRACK WITH 1 I/4 FLAN E. .21 4 A• LIP ANGLE- 5.2-2 N [� cn .22 A I TIE T TR T. AND LD ROLLED CHANNEL i r z Q 9. 3 5/ LIGHT BUILT UP COLUMN rill: i ® 0 0 9.24 6 X 2 A TRACK W/ 1 5/8 FLANGE. 16O.C. 9.25 2-3/4 W D AIN 9.2 PREFINI HID MDF PANEL : 9.2 /4 GYP. OAKD i Z 9.28 I/2 EMEN BARD Q 10.0 PE IALTI 10.1 ( R LOUVRES-LE LIE L KE 2'DIA. - RL 2 ■ " :moi 12 RAB B K-BRADLEY11/4' IA.x36 ■ a TIN FINISH -6322-00136 ! 3 B BAR-BRADLEY /4 DIA.x42 ■ <lla> ailiri TI FINI H -8322-00142 00 10-.4 IDI IN ABINIT-BRADLEY/BRADEX REE ED ■ > Iwr AINLE TEEL-175011 I .5 P ERTOWEL DI PEN EK-BRADLEY SURFACE MOUNTED ■ I Wx15 6 x4D- 25 - 5 I .6 TOILET AER DISPENSER,-BRADLEY URFA E MOUNTED ■ <r< p r o j e c t n u m b e r SINGLELL- 1 .7 SANITARY NAPKIN -BRADLEY ■ 12007.052 SURFACE MOUNTED 8 Wx 112 HX ALIGN. 10.8 P { EN ER-BRAD EY 2 FL. Z. -65 I ■ d r a W l n I S S U a n C e ALIGN. I . TWE DI PEN ER- 1 I -253 ■ g GRABTGTM BAR-BRADLEY 4 I .x 8 LANDLORD/PERMIT/BID SET 01.09.1012 TIN FINI -6322- 1 18 NOT USED NOT USED TILE PER 2"MARBLE CARPET TILE TILE PER PLAN 5.15 10.I I I i EXI TfN MALI BU KNEAD T REMAIN ■ °` .12 TIN A L FL R LAB T REMAIN • d r a w i n g r e v i s i o n s SCALE: SCALE: PLAN _ THRESHOLD PER PLAN 13 I I MALL R TILET REMAIN ■ » <<'f' P 0.14 MULTI-DIRE I N L ROLLING ATR _ No. Descri tion: Date: .15 8 ALUM. ABINET FACE W/ EMI- a ■ a L BLACK FINI H -PAINTINTIK( F ABINIT WHI I ° e " e . ° I 16 I ULATI DRAT VER ■ + + + + + + + 19 ALUMINUM CABINET: 63 ALUMINUM W/ ■ ■ ° EM- L BLACK FINISH • °' s • • d 9 • • 4 v 10.20 BA PANEL PIAN HINGE F R ERV E A E ■: >> ■ ><>I v ° ° v � • e a 4 ° v v, v' v °'' •'v a e •d '• a .21 14 TEMPERED GLAZING171t+i; 22 HE BER GRAPHIC ® <:: 23 HE BER PROMISE N ■>>`> •i 24 STOREFRONT I -RE:SIGN DRAWIN ■ .25 FULL LENGTH MIRK R: B BRl - x , 8-29 2 6 ■ .26 24"h x 36 W ELF, REW T WALLN T F AFE ■:<I> I: T072-7- CUSTOM AWN I N ■ err A PET TILE TRAN51TIO N TILE MALL TPAN5ITION BATHROOM TILE C � / NOTE: EUIPMET r protessionalseal REFER TO FLOOR PLAN FOR 8.7ARI 6.I SCALE: FULL SCALE: FULL I 5ALE5DI PLA CASES, T LA OUT ■ ■ 1.2 IA DE5r\AND I ■ <>> 0. CORRECT WALL TYPE. 1 .3 FF E IT TRA >< 1.4 -DIAMOND ROOM-CABINET ■ 1.5 JEWELERS M FLOOR SAFE ■ ,.. D Aw .7 DNOT ECASESW/STORAGE - ELEC. BY .■ LU ! .13 LARGE RAE SAFE 35 1/2'Dx43 Wx 2 ,424 Ib5 ■N ■<'<<i HENRY C.i LOVER 1 1.13a MALL TORR E AFE 2 "Wx 0 1/21Dx42"H ,77 I s ■><> ■ €> 1 1.14 TRA HELVE 12"Dx48 W ■ 1 < 3573 a 1 1.15 T HELVE 12 Dx36 W ■ 5% .15 TT._IG ANDAW LATERAL CABINET E 2 D x 4 w ELF WITH TRA ■ _ O ERLAND PARK,U CARPET TILE PER PLAN 5.16 CARPET PER PLAN CARPET PER PLAN ILE PER PLAN 1 1.17 NOT USED ■ <'< 1 1.18 PLASMAT.V. q ! M H NI AL REFEKEN E ME HANI AL DRAWIN ° d r a w i n g t i t I e • •- 16. ELECTRICAL KEFERIN E ELECTRICALD WIN e " • a p 4 °'" v e • 1 1 SECURITY EQUIPMENT ® SCHEDULES, FINISHES DETAILS r e .4 r v D s pr s e °• a 4 d r a w i n g n u m b e r TUSIEDJAMB HEAD DETAIL CARPET CARPET TILE TRAN51T1ON CARPET / TILE NOT / / AW SCALE: SCALE: 3" = 1'-0' SCALE: FULL SCALE: FULL - NOTE: NOT ALL w 171-211 REf ERENCE KEYNOTES U5ED 0 i - - ------ ArN\ - -- ....-..- ..- - LUU O V FURNISH INSTALL T FURNISH IN5TAI I FURNISH INSTALL z ac „_, - SLIP TRACK CONNECTIONAT T.O. WALL r DESCRIPTION Q C3 Q � O V z CV a TO UNDERSIDE OF JOiST. ATTACH WITH ::::: `:_: :., a :...- ►�_ z Q z 1. F WALL TYPE zz :: oz _ o C WALL TYPE zz_: ::oZ_::;: o �z � 6 � ►- � a, J J J J #I 0 TEKI SCREWS @ 24 O.C. STAGGERED _ z z a Q o W o . ® i 14-I 0 1/2 z U-:, �: � z�5 17 .-- - 0.:!a EE PE IF T iVl >r Y O �r . 1 ! . ,�'... ,.c O 11 1. floor Ceiling nn - h r nn r - 1. Floor�Ceilin Runners-Sha ed runners 3-5 8 - Foo Ce Ru ers S a ed u e s,3 5/8 ) p / 9 p 9 IT n 2 u 2 u 2. E RK - m m 0m from I alv.stee Wide, 1 I {e s formed from !8 ms alv. steel wide ! ! 4 Ie s formed o 8 s 6 � l4 9 9 9 � � / 9 9 9 � 4 PE IFI ATI N , Di I I N DEMOLITION N TE p I I . U #i 0 TE SC S 2 O.C. STAGGE D attached to floor*ceiling w/fasteners s aced attached to floor*ceilin w/fasteners s aced z K REW @ 4 RE g p @ 9 p @ II m u " 2O.C. 24 O.C. x6 TL ANGLE 40 4 S .......,-] 1 li TE 12-6 11 3.I PATH N RETE B P BI E E L (4) #12 SHT MTL SCREWS _ _ _ ...... 2.) Steel Studs Channel sha ed, 3 5/8 wide, !. 1 n p 2.) Steel Studs Channel shaped,3-5/8 wide, W 12-0 ME HANI A RE D frm _ II II '` 114 les 3 8 folded back returns formed o < 0 :: I frm fr m / / i 1 les 3 8 fo ded back returns o ed o 4 l 9 / g , O N 11 II 11 `'r r M59. alv. t i s ce 2 o.c. max. 1 s see a dl 1 6 8 m g g p 18 msg. galy. steel spaced 12 o.c. ax. ::. : 4. NRY '>; ' (RE: A 130 FOR CLG. m _ 11 4.I REPAIR ANY DAA T ALL TILE R. A L .. O I 3.) Wall Board Gy su (One side only) 5/8 thick, 3.) Wall Board G sum- 5/8 thick,4 0 wide, O (4 p Yp NRA D. 1 II RE I HE H A I HEIGHT LOC T ONS 1 I wide, attach t stee st s an floor cM 4'-U' d ed o ud d oo to steel studs and floor ceilin track w attached g / II II II II II " II ?}�: <;'::< W ceiling track wl I Ion Type S self tapping screws I long T e 5 self tapping screws s aced 8 O.C. O 9 9 P Pp 9 9 Yp pp 9 p spaced 8"o.c. along edges of board and 12"o.c. along ed es of board and 12"o.c. in the field of 5. MET L 9 9 _ in the field of the board. Joints oriented vertical) .i I TI TR T REMAIN T ERiFY IN FIELD iii: Vii: , GENERAL SEISMIC BRACING NOTE. y the board. Joints oriented vertically and staggered0 (n 1 �I and sta eyed on osite sides of the assembl . 5.2 / T TEE ET TUD Vii: iii , y ono osite sides of the assembi . Use water 5.3 6 TRU TUBAL TEFL ET L TUD ALL ICE BRACING NG F OMI -0 A.F.F. TO 99 pp pp Y uw KICKER R RA R 3 r A DIVIDER, r I hi .46 ..:.. ::.;.. :>:;. „ Use water resistant y sum board on all wal s which resistant sum board on all walls which will receive L RK � op + 9 p 9Yp STRUCTURE ABOVE 6 0 IN LENGTH _ 1 D N N ( ) 5/8 L R L ED EL ;Viii' z u will receive tile. tile. . :`<> 00 A - G.A. 111 - k­ I -H-1 5. 4 W x l/ D x 6 L BR ED ALUM. REVEAL :iii' W . H BE 2 . MET SITUD S LL 3 58 0G LS U 4.) Joint Tape Compound-Vin ,d or re-mixed 5.7 /8 ALUMN. EDI N LE CONSTRUCTION W STIFF BACK AT p p '�' p % 4.) Joint Tape Compound-Vinyl, dry or pre-mixed 5.8 TYLMARK -M LD 12 ®I>. ii- Q Dint compound,applied in two coats to oints and joint compound,ound, a lied in two coats to oints and 5.9 L ARK 5 COLUMN TRl 2 ®:r.. tli J _ 1 J p pp �� J () J p pp J aj THE MIDPOINT 0 O.C. TO OCCUR IN 4 R II J screw heads. Paper tape 2 wide,embedded m screw heads. Paper tape 2 wide, embedded in 5.I TY ARK W L ARKER HEAD 1136 ® I' i T I TY A A A E I A I I . > W BOTH DIRECTIONS TYP. first layer f compound ver all ints. 5.I LM RK W LLM RK R LL ND N H R I 48 O y o o Jo first layer of compound ound over all Dints. p J 5.12 TYL ARK 9 LUMN TRIM 12 65 I><` fMi1i O :.,;_: 5.I3 L MINUM TRAN PAREN FRA E. ....: J Q 5.) Finish wall surface as required per applicable 5.14 2 TYLMARK AML K T P AND B TTM 5 I 199 . i 5.) Finish wall surface as required per applicable 5.15 4X 18 DIVIDER LO NOTE: q p pp Finish Plans, Keys, or Schedules. M / / ..... LO 5 Finish Plans, Keys,or Schedules, 5 5.16 HLUTER TRIP REN U-V iriir 0) I .. : WALL TYPES 0 STO EFRONT _ RE R R I H TE TIP RE U U ilii 5 7 L R R .. 4 6.) Walls tem to extend from floor slab to 6" 5.18 DOUBLE C 15T HEAD 4X 12 GA. ETI F ATA A 4 II SC ON OR CU WALL L fl r { 6.) Wall system to extend from 0o s ab to 6 above finished ceiling. If there is no ceiling,extend 5.19 HLUTER TRIP REN -TK1` CONSTRUCTION MATERIALS above finished ceiling. If there is no ceiling,extend r III 9 9 to deck. Studs to extend to st ucture 4 0 o.c. 2 I II 2 II 2. RE: 12A420 FOR ADDITIONAL to deck. Studs to extend to structure 4-0 o.c. max. and allow for 2 of vertical movement at the II 6. ARPENTRY II 11 m n ll for 2 f vertical movement at the ax. and allow o o vert ca e 3 3 Dint of attachment. THIS I h n prepared h Architect, r ATTACHED TO FLOG WITH 2 14 X 1-3 4 p 6.I FIR TREATED W D BL KiN S DRAWNG has bee p epa ed,by the tett, o R O / / CONNECTION DETAILS ared under his direct supervision os on Instrument 11 point of attachment. 6.2 3/4 FIRE TREATED PLYW D bili: I P P f I vi i inn f any n hi r' All o service and s intended or use D o t s project. DIAMETER HILTI KWIK CON il. i 2 O.C. I F CA 5E 6.3 2x4 WOOD BL K R EXI TI E R LLIN A .:: y Drawings, Spec'rfications, ideas and designs, including the EMBLY. TIE A A T LL R rill form, arrangement, n m Iln f ASSEMBLIES IN A SiNGLE overall o 0 out o and co osto o spaces I y I11- P. I i 1 1 Iunpublished n inn rr n h n F F and elements e is t ed co st tute the or o E RUN T ETHE LATE L TI FNE R R RA , Po aY 9 6.4 2x8 FIRE TREATED D UBLE TUD HEADER Work of the Architect. Any reproduction, use,a dsclosure of DWD. F ME 1 2 x 1-1 Z T P PAINT T MATH Ali :iii: the information contained herein without the written consent 6 5 3/4 RA W/ / / , D A ENT URFA E of the Architect is strictly prohibited. 6.6 1/2"x 1 1/2 HARD WOOD MOULDING .ice, © 2013 H.C.KLOVER ARCHITECT 6.1 1 x4 WOOD TKIM PIECE _#__# THE ARCHITECT DISCLAIMS responsibility for the existing building structure site conditions existing construction elements or an G.i 1 1/2 FIRE TREATED PLYWOOD W/N WABRA IVE : 9 Y 1/4 U H I N BACKING documents,drawings or other instruments used for any part of this ....... Project which do not bear the Architect s seal. a Architect s 6.12 II4 HIM �! services are undertaken only in the interest of the Project Owner. No 6.13 1/21,MDF I_MM l obligation is assumed by the Archlect for the benefh of any other entity. RELATED DOCUMENTS:This Drawing is a single component of an integrated set of Construction Documents. Wall and Supplementary FURNISH INSTALL FURNISH INSTALL 7. HERMAL M I TUBE PR TE I N <>< .`.'.'5,:"1x Condtxxls of the Contract,General Requirements,Speat�atans avid 7.1 MIL.TRAN LU ENT P LY E URED T Ki KE other Drawings may off ect the Work described. Foilure to review and o o > o C1 7.2 MIL.TRAN LU ENT P LY T VER EXI TIN MALL TILE iii; inlegrote the design intent of the whole d the Construction Documents E WA TYPE B WALL TYPE does not relieve the Conkractor from providing o complete Project. LL T i P z '- o o Z i-- o 0 7.3 BLA KNE PRENE ®: fir z . J z' ._J _ Q: Q ® COMPLY WITH al krws,codes,ordnonces and r ulatior>s with authorities ¢: o ¢: :� a 7.4 N TU ED e9 z z z z t� z U.z ¢ - e z t? z ¢ - h jurisdiction and with r niierrients the Landlord,if o icobk. LU 1,, 7.5 N T U ED °"n91 eq. Q 1� w z i.-- :� }--; z }-; 1- "....- .`:"' Do flat start Work until ON permits and required approvals are obtained 7.6 M VHB DOUBLE COATED ACRYLIC FAM, 4941 :iii; I I I.) Floor t Ceiling Runners-Shaped runners, 6" 7.7 x3/8x3 NEOPRENE P D VERIFY ACTUAL CONDITIONS and dimensions prior to construction. II Commencement of work constitutes verification and acceptance of all i n r h rn r 3 8 II P I.) Floor Ceiling Runes 5 a ed u vie s 5/ 9 P - le formed from 2 m alv, steel wide I 1 4 s o d o O s l , , i' f I pisting 2 2 9 99 e sb conditions. icaf'Ion o o material a equipment'tem to Work 9 >tP . wide 1 14 le s formed from 20 ms alv. steel � '� 1r eq / 9 9 9 I f n r Installed by others constitutes acceptance of that Yfork,and assumption I. METAL STUDS attached to f oar ceiling w/ ante e s spaced @ 8. D WIND W of res nsibilit for satisfactory installation. attached to floor*ceiling w/fasteners s aced 11 II II II Pa y o'y 9 5p i.aced o.c.G.C. to provide 518 Type X gyp. on both 8.i /2 TEMPERED LEAK GLAZING Vii; lar: 24"O.C. DNENSgNS SHOWN are to Trish tote of o rnoterial unless ofhse indicated. UNLESS NOTED OTHERWISE,ALL STUDS ARE TO BE COLD FORMED STEEL STUDS,C5J20, ICBO 4943P FROM DIETRICH sides to metal deck. 8.6 VERHEAD RILLS AND TUBE TEFL PP RT ®<>< ®»>' C�LCl�p1E di iEA`>YIRE dirnan�ans-DD N01 SGIf drai>6gs uriess oth�ise diecleQ H F M iii. 8. LL W METAL D RRA E MANUFACTURER. 2. Steel Studs-Channel sha ed 3-5 8"wide 2. Steel Studs-Channel sha ed, G"wide, I-1/4" 7 p / ) p 8.8 /4 x 3/4 ALUM.TRACK F TENED PLYWOOD `tom: STUD SPACING AS INDICATED ON PARTITION TYPES. II I I II ( ) r o e c t t i t l e f I r rn frm frm 20 ms . I S o ded back etu s o ed o r r m fr m e s 3 1 1 I folded bark m formed ed o p e s 3 8 o ded b etu s o / � 4 , I g , /4 - 9 9 II I. II 2.TOP TRACK 20 msg. galy. steel spaced 16 o.c. max. 14 galy. steel spaced 16 o.c. max. 9. FINI HE II I_ II 9.I 1/2 GYP. BD. i-X'. -p 3. Wall Board G sum One side only)-5 8 thick 3. Wall Board G sum-5/8 thick, 4 0 wide, Y ( Y) / ) Yp 9.2 5/8 GYP. BD. :moi; ;ilii: I LO II p A A I 1 II I A I ATTACHED I HILTI ACTUATED i DIA. FA TEN 2 O.C. TOP TRACK 8 G . DEFLECTION TRACK TT CHED W TH H LT POWDER CTU TED 45 S ERS T l n fl r ill ra k I attached to stee studs a d oo ce n t c w 9.3 5 8 TYPE X'GYP. BD. MPL E W A TM 36 11 4 0 wide, attached to steel studs and floor g I / I MINIMUM II II II II II II II M MUM OF I EMBED M A T D 1 M A E IMti r d o.c. U. L U 6 R N T D I T e S self to in sc ews s ace 8 ceiling r 1 l If in cr ws I on ce n track w on Type y se to s e Y p 9 p pp 9 Y � p pp 9 9 9 ETA T D . D 'iii 11 9.5 3 5 8 6 EVALUATION REPORT ER 1752 II II / , (MAX.),( LU LO f r I i fi I f s aced 8 0.c along ed es of board and 12 o.c. atom ed es o boa d and 2 o.c. n the e d o 9 9 P 9 9 9.6 2 I/2 METAL TUD , 16 (MAX.), R A N TED i ri i 11 r r in d v rt ca and sta e ed r vertically the boa d. Jo is o ente e i h fi I f h r in i n vert ca n the e a the boa Jo is o e ted d d y Y 99 9.7 15/8 METAL TUD 16 . MAX. , R A N TED I 3. BOTTOM TRACK and sta ered on osite sides of the assembl . -11 ono osite sides of the assembl . Use water 9.8 7/8 HAT HANNEL, 24 MAX. , K A N TED w 99 Pp Y pp y 9.9 DEEP LE TRA Ki' U i m board n all wall which will receive U56 water re istant s m board on all walls which res Stant su bo d o s Us s U 9 Y p Y A HP 9 p 9.1 6 WiDE TAY L N TAPE BLUE r' Q BOTTOM TRACK 18 GA. DEEP LEG OR RUNNER ATTACHED WITH HILTI POWDER ACTUATED F STENERS X 2FT .1 45 DIA. I i d tile.le. will tile.receive II IIH IN TALLED AT LEA51!LINE o- AT 12 O.C. WITH A MINIMUN OF I EMBED. 9.I ! -5/8 UP TRACK ;v, iii v� ICBG REPORT ER 1752 AND ER 4943P 4.) Joint Tae�Compound-Vinyl, dry or pre-mixed 4.) Joint Tape.*Compound-Vinyl, dry or re-mixed 9.J 2 EA NT AND BA KER R D :iii Tape P p P p iii: r M D n 9.13 METAL TUD 12 (MAX.)Dint compound,applied in two coats to Dints and Dint compound,applied in two coats to Dints and , J p Pp J J p pp JQ co screw heads. Paper tape 2"wide, embedded in screw heads. Paper tape 2"wide, embedded in - 9.14 3/8 WATER.RE I TANT GYP. B KD ® (f) 0 Cv 9.15 5/8 METAL TRIM 11[11 N CV first layer of compound over all oints. first layer of compound over all Dints. De 1� Y p J Y p J 9.16 LI HT A BUILT UP BEAM i w O� 9.17 5/5 x 2 A METAL TUD ITH 15/6 FLAN E. 16 . .l 12-14 TEK RE Ni: II 9 8 4 HEIGHT IMITATI N F 2 A. T D 1 Q G L OS OR OG SUS 60C 5. Finish wall surface as required per applicable 5. Finish wall surface as re uired era licable ! 9.19 12 x 12 A TRA K W/ 1 518 FLAN E 1 0 q p pp ) q p Pp (TO BE USED ON STUDS SPANNING FLOOR TO ROOF DECK.) 9.2 3 5/8 x 2 A TRACK WITH 1 1/4 FLANGE. 0 5 Finish Plans, Keys,or Schedules. 5 Finish Plans, Keys,or Schedules. 9.21 14 A. LIP AN LE wirr �""® cn � II _ I_ 9.22 A ! TIED T TRU . AND LD K LED CHANNEL :ilii: 'il 3 5/8 METAL STUDS 15 5 6. Wall s stem to extend from floor slab to 6 1- .:..:. :::; ;:, 4 II m extend from floor 1 b to 6" 4 ) y 9.23 3-5/8"L HT A BUILT UP UM (D z Q _ II 6.) Wall syste to e to d o 0o S a 4 METAL STUDS 16 6 above finished ceiling. If there is no ceiling,extend 9.24 6 X 2 A TRACK W/ 1 5/8 FLANGE. 16 '.ilii ® 0 0 II above finished ceiling. If there is no ceiling,extend , „ i,_. I.. - 6 METAL STUDS- 22'-10 2 II 2 to deck. Studs to extend to structure 4-0 o.c. 9.25 2 3/4 WOOD AIN viii: ;iii: �® 11 , „ to deck. Studs to extend to structure 4 0 o.c. „ ® {� 9.2 PREFINI HED MDF PANEL 8 METAL STUDS 28 8 max. and allow for 2 of vertical movement at the 6 (f 3 max. and allow for 2 of vertical movement at the 3 9.27 1/4 YP. B ARD i.... fit; Z I f tachment. - p o nt o at MET AD point of attachment. 9.28 I/2 CEMENT BOARD = 777 Q I I 1 PE IALTI E ! .I IRU R L U RE - E LIE KE 2 D - R ® >>; - 1. I 2 RAB BAR-BRADLEY 11/4'DIA.x36 ®:>:' Vii[; ?� ,...: 3: FAKTITION NOTE5 TI FI I H -8322- 6 .>` , t,; 1 .3 B BAR-B D EY 1/4 DIA.x 2 ® >< Vii- ATIN FINI H -5322-00142 <" SCALE: 4 MEDICINE ABINET-BRADLEY/BRADEX E ED ®:<>> ;viii L.0 TAINLE TEFL-175 =" o` 1 PAPE TOWEL DI PE ER- RAD E MOUNTED ® <`. ilii[; I Wx i6 x4D- 25 -I 16 TOILET PAPER DI PEN ER-BRADLEY URFA E MOUNTED ® < r 0 e C t n U m b e r I N LE R. LL-50,54 p FURNISH INSTALL FURNl5H INSTALL FURNISH INSTALL I 7 ANITARY NAPKIN DIP AL-BRADLEY ■ 12007.052 URFA E UNTED 8 Wx I /2 Hx I AP P -B EY 2 F ■ I ENE RADL 4 L. . -65 Q c� >: o 8 R -- drawin issuance c� c� oc n� °C 1 .9 T L D PEN ER- BRI K -253 ■ :> 9 Z WA TYPE Z >- ::a z o D WALL TYPE z > o �- o A WALL TYPE z o Z o ,_ �- I RAB BAR-BRADLEY l 14 DIA.x 18 ® r»:< :cilli: ¢;:` o ¢ a ¢ a ¢ a ¢ ;::'.a ¢ `' c' LANDLORD/PERMIT/BID SET 01.09.12012 6 Q � zezw ~ z Q� wzizU. z 5 Q� zzzz ATIN FINI H -8322- 118 z ,J _� ,'P � =jib 11 - g ti=':0 g z a] r 9 � r-' g I .I I EXI TIN MA L BULKHEAD T REMAIN II 11 I I Z EXI TI MALL FL R LAB T REMAIN ® draw ! n C V I I n I _ e s o s n rs r Cellin unners Sha e rune 6g Ceiling r ha n I. Floo R d , I. floor Ce n vines S e run ers 00 � Ru d 6 ) } g p 9 p II EXi TIN I MAIN _ I MA FL T LE T -RE MAI 3 R r II F r ilin nn r ha r nn 3 8 I I u es S ed u es 5 I II 00 �Ce R p 9 - m I frm f m al . i 11 I e r 20 s v stee - w e 4 e s o d o d N D ri f D t m from m I No. est ion. a e. l formed f 2 galv. I , wide 1 1 4 e s o ed o O s v stee , / , 9 99 p 9 9 9 II I 14 MULTI-DIRECTIONAL NAL R LLI ATR f 2 wide, I-1/4 le s formed from 20 ms alv. steel, attached to floor*ceilin w/fasteners s aced 9 9 9 attached to floor*ceilin w/fasteners s aced @ 1 5 . 8 ALUM. ABINET FA E W/ EMI- ®> % 9 p @ 9 p a a h fl r ilin w fa vier s aced " II II II 11 II 11 11 tt c ed to 00 ce ste s p @ _ 9 BLA FINI H PAINT INTE F ABINET WHiTE r n th L K RI R 1 i e T e X o bo .c. C to ov d 5 8 I c. G.C.tprovide T e X n both 6 o G 6 0, GC o58 0 / Y Y Type gyp. 11 p p 9p 9 ®:<_< 24 o.c. I 16 IN ULATED DRAIN VER `int' sides to metal deck.Wall shall be constructed to ..... ��.'.*-I -L- sides to metal deck. Wall shall be constructed to A IN A INE : A U IN W i - Ili hour . If I .19 LUM UM B T 63 L UM co m I with U.L. Desi n#U 465 I hour rated. If co m I with U.L. Des n#U 465 ou ted II p pY 9 Y EMI- B FINI H p l2 9 L K h - i 2. i Channel a e 8 wide,Stee Studs C e s d 3 5 p I II fr mi i xi i I tan w m l a r s e stn do not ns e eta stud metal stud framing is existin ,do not install new g g, I .2 BA K PANEL PIA HIN E F R ERVi E A E 9 9 1-I/4 le s, 3/8 folded back returns,formed from framing. 9 framin 1/4 TEMPERED GLAZING I 9 20 ms . alv. steels aced i G"o.c. max. 9 = �`­* q ®:- 99 p I 22 HE BER GRAPHIC >:; 2. Expanded metal securlt mesh flattened carbon II Boar G sum- "thick e"X" 4'-0° 10.23 HELZBER PR MI E 5IGN ® ;;:r: p Y 2.) Wa d yp 5/8 ,typ , 11 I 11 F 1 - I I ® >>I m- hi - wide, 1 .24 T RE R NT N RE N DRAW N Wall Board 5U 8 thick, O _ 3. W o d G 5 4 I I a. xl Fllh height. n stee 1 2 8 4 0 0 0 u e t When Y1 / pwide attached to steel studs and floor�ceiling 9 9 , 9 I .25 FULL LEN TH MIRR R: B BRI K-6 2 B 29 2 6 e II 1 fl Ili r w II I I d Dor ce n tack c i m sh attached to stee studs an I only stu framing exten s to deck, se ur t e o d d d 9 track w l Ion T e y self to in screws s aced ®..:.::. Y Y / I .26 24 H x 36 W HELF RE T WALL T P F AFE 9 9 Type tapping p , Am I"Ion Type"S" self tapping screws s aced 8"o.c. I 27 U T M AWNIN ®`I- rii stops at top of gyp. bd. etco or approved 9 Yp Pp 9 p 8 o.c.along edges of board and 12 o.c. In the f I i fi I of atom ed es o board and 2 o.c. n the e d equal. 9 9 field of the board. Joints oriented vertical) and ' q Y I I an sta ere he b board.. rots oriented vert ca 1 d d t o d Jo o d Y 99 m I it i es of the arse b . Use sta ered ono os e s d Y P p 99 I I I I I. E U PMENT II I II I 1 rofessionalseal m P f I . a r m n i i h a e b Use w to Wall board G su 8 thick type, X 4 0 0 0 os to s des a t e ss 3 a o 5 ) Y Y Y r n a l walls which will p r r istant sum b a I ®«'`�> p p p Ovate es a d o I I.I A E DIP Y A E T T T Y T ® ><` gyp L LA NRA R LA U 1. r I iv m II all wh ch wI I rete e i I n floor ceiling resistant 5u board on a w s w tache t stee stu s a ce n s�'< de, attached d o d d oo gYp receive it If applied r ext tin wall with 11.2 DIAM ND R M DE K AND HAI 9 ece ve t o ed ave s y .. 10,111111 II II II pp 9 9 p i::F:ii: T I I. FFI E E I H T E i 3 K W RA { Type S self tapping screws s aced t le. track w 1 on n ed Y i tailed to deck new . bit. e 9 p pp 9 p bit. alread ns Y Y 9p 11 II IA D ABi ET - ><> lt I f r in 11.4 D M N R M N n e es board an 12 c. the 8 oc.ao d o o d d o fi i h ceiling. I I above vi e e n on be to ab e s d c 9 9 6 . m - I r re-mixed Y 9 1 1.5 JEWS ER ROOM FL R AFE 4. Joint Tape�Compound Vin d o �' r vertically a p Y P field of the board. Joints oriented ve t a and P Y II. NTUED in an 6 in m vi a li int c a t t d 0 t co ou d ed wo o is o o s i i f m l p pp J UX sta ered on os to s des o the arse b . Use J I i. D A E W T E E ETI BY Y 7 L / RA LE NN N R pp E 99 V II in I or re m xe Y G .K L Joint Tae Com Dun V d d 3 � d I I ) r r a w e embedded e n sc ew hea s. Pa e t e 2 d e dd d ®�>`'�� ® <> water resistant sum board on all walls which will d p p p p y ''�' P I 113 LAR E T RA E AFE 35 I/2 Dx43 Wx72 H 4,424 lbs 9Yp II II II Dint compound,applied in two coats to Dints and 11.I a MALL TORAGE AFE 25 Wx30 12 Dx42 H I 9 lbs ® ® >< first layer of compound over all Dints, p pp J / ,77 i wall i Y J J 3573 receive it If applied over ex tin w l with P ece ve t e ed ov s Y pp 9 9p II ® . 5 4 screw heads. Pa er tae 2 wide embedded in 1 1.14 T RA E HELVE 12 Dx 8 W Ir i ll k n Paper I' b . already vista ed to deck, new bit. need d Y Y IrMiii 9 p I I. 5 T E HELVE 1 2 Dx36 RA R K S r P i � r of m Dun over all Dints. 11 i I a required era licable f rst la e co d V� � s F nish Wall surface s 5Y P J ) P n c dinp p onl be to 6 above fi ished e11.16 LAYAWAY BINET AND FAX HELF WITH TRA E 4 Y 93 Finish Plans K s or Schedules. AND LATERAL FiLE 2 d x 42 w ey i 5 I r a tic b e i wall surface as re uired e a 1 I.I T ED 4.) Fin sh 7 N U 2 q p pp ® <" 4.) Joint Ta e Com Compound Vinyl,dry or re mixed II i i I 5 e r the les. I I.18 P MA T.V. Tape p p 6. Walls tem to extend from floor slab to 6 F n sh Pan , K ys, o S du 4 5y5 ­­. .....tem h I Din and 0 int compound, a ed n two coats to is a 2 3 J pp J i I► f r i ceiling,extend 0 above fin shed ceiling. I the e s no ce ,e 11 9 9 "*�.-- OF II II s. Paper tae 2 wide,embedded In 2---1.1".'..., 1 11 screw hea d dd d headi­ - .`-�..".., 5. p extend r t re -0 o.c. .. ......I 5.) Chicken wire or WWM (4 x4) from to of y . 1MECHANICALFE EMECHANICALD I 2 to deck. Studs to e to d to st uc u 4 p 9 P 5 RE REN RAW N m n r I in fir layer f compound over al o is II st e o co 0 al I n n t k. In t I on when bit does o Y p bit. to dec s J m r f vertical m at Y ax, and allow for 2 o vert ca movement a Y 9 p d r a w i n t i t ) e I 3 point of attachment. i extend to de k g I EE T i A FE N EEE T A D WI 6 L R LRE L RI L RA N 5. Finish wall surface as required per applicable RE q p pp '1 I WALL TYPE5 Finish Plans, Keys,or Schedules. 16.I SECURITY EQUIPMENT ®1.1 . € 11 II r win n m r x from d a u b e 6. Chicken wire or WWM 4 4 ro to of ( ) p 9 k I all nl h n securlt mesh to dec . nst o w e bit Y Y 9Yp does not extend to deck. 1. G.C.TO MAINTAIN 1 HR. RATING 1. G.C.TO MAINTAIN I HR. RATING CLIP ANGLE 5HELF TO NOTE: ONE(1)5ET5 OF SHELVES, KEYNOTE5 U5ED NOTE: NOT ALL WALL ON EACH SIDE ONE SET ON EACH WE,TO BE REFERENCE INSTALLED BY G.C.SECURE SHELVING w o FURNISH :NSTkIt or TO TO WALL. z oC c� F- ►- a CV z z z (0 `� 0 0 m DESCRIPTION ,�, t= a z Q z c0 tL� 'NZUaZJa U-i U -tom R MU51C EQUIPMENT `a`�z '� F- c� � ►- � ,.= ,. � � � C: EE 5PECIfICAT! N5, DIV5ION I ---- - Y '= C\' VCR RE: ELEC. --- - - Q o NOTE: INTERIOR SHELVING 2. 1.13 TO BE 5ET BY G.C. ITE W RK > >� 0- 2 HE 5PECIfICATION5, DiVI ION 2 DEMOLITION NOTES >: z i SAFE HEIGHT-42"5AFE - ---- ---- ---- ---- ------- - -- __ WEIGHT- 17791b5 CUBIC 3. N RETE W 1'-8 1/2" 3.1 PAT CONCRETE 5LA6 LO PLUMBING, ELECTRICAL _ _ CAP. -7.70 INTERIOR MHAN7C-AL A�RECD SHELVES- 2 - N T 4.0 MASONRY --- _- - - ---- - -- - - - _ _ _ _ PATH REPAIR ANY DAMAGET Cr MALLTILE OK WALL - _ -_ ww - _ o m 18 R A D. - - - -- -- ch 1 If -----------'----- -------------- -- - - 1` _ m ---- - - _ ---- ---------- - - - - - �W- 0) 4 5. METAL I I Ti TRUC-TUBE TO REMAIN-GO T�VERIFY IN FIND - - 0 .2 /8 TRU T RA TEFL MIf AT5TUD--- ---- - - - :llr' • 5.3 Of 5TRUCTURALTEFL METAL T : W__2F_5TYLMAKK r DI IDER 2 64 -- --- - --- - ® D 00 \ / 5.5 1 / D ROLLED NEL iii z r 6 3/411W x I/2 D x 99L BRUSHED ALUM REVEAL_ _ _ _ _ ® _ W . WALUMN. EDGING A E._ - > 0) 8 TYL A -M LD#12004 I ----- --- ---- - - ® r ; Q 3'-3 !/2" 9 TYL ARK 35 COLUMNTIM 12 66 5. ARK WA LMARKER HEAD-_I I-36 -- - ■'»< -� 5.I I LMA WALL ARKER SILL AND ANNCNOR#i 1 Z�48 I ■ ' - I W 0) ----- - .12 TYLMARK 9�OLUMN TRIM_ 120 6�5-56 __---- ----- _-_ ® I< . LU M TRAN�PARE�ICY FRAME.- - - ------ 5.15 - NOT USED NOT USED NOT USED 5Af E 5HELf DETAIL 5.I �RC�CAMZTQPAND BOTTOM#5I�I99 ■ / 5. /4 I/8 DIVIDER ?iii: � 5.16 HLUTER TRIP REN U- " ' LO SCALE: SCALE: SCALE: SCALE: 1/2"=1'-0" 5.17 HL TER TRIP R�NOU-U o 5.18 DOUBLE 'C"J015T HEAD 4X 12 A. .19 H UTER TRIP RENO-1K9j' CLC. PER PLAN 8.0. CEILING THIS DRAWING hos been re 6.I FIRE TREATED W D BLOCKING ___ _ :iii p pored by the Architect, or RE: RCP 6.23/411FI TREATED L OD -- prepared under his direct supervision os on instrument of service and is intended for use only on this project. All 6.3 2x4 W B KIN FOR EA TIN _A-E ROLLING __ _ Drowin s, S ecikotions, ideas and designs, including the EMBLY. TIE ALL ASTORASSEMBLIES IN A 51NGLE overall�oyout, form, arrangement, and composition of spaces 4" 11-10" RU TOGETHER R LATE TIFFNE and elements portrayed, constitute the onginaf, unpublished - - f h h� reproduction, I r 6.4 2x8 FIRE TREATED D UBLE TUD HEADER _ Work o the Architect. Anyuse,or disclosure of 4 D D. FRAME W/ 1/2 x I-112�'_5TOP,PAINTS MATGII _ the information contained herein without the written consent BLK'G A5 KEQ'D ADJACENTE --- --- --- - - - of the Architect is strictly prohibited. FOR CAB• 6.6 /2 x I /2�HAKD WOOD MOULDING © 2013 H.C.KLOVERARCHITECi INSTALLATION 6.I x41JV�OD TRIM PIECE THE ARCHITECT DISCW�IS res nsibility for the existing building G.I /2 FIRE TREATED PLYWOOD W/NON-ABRASIVE - -- - - > 9 y structure,sale conditions,existing construction elements,or on <; documents,drawings or other mshmenls sed for on rt of this /4 U H I N BA KIN P p° --- ----- -- . Project which do not bear the Architects seol. The Architect's N6.12 /4 H I services ore undertaken only in the interest of the Project Owner. No DECORATIVE I I/2"FURRING 6.13 / MDF obfgotion is assumed 4 the Archiled for the benefit of any other entity. MIRROR PANELS CHANNEL "'` RELATED DOCUMENTS:This Drawing is a single component of on integrated set d Construction Documents. General and Supplementary. 7. HERMAL Iv1C►fBTURE PRZ�TECTION Conditions of the Contract,Generd Requirements,Specifications and 7. MIL.T N N PLY E LIKED T KI KE _ _ i other Drawings may affect the Work described, Failure to review and 6.! 7. MIL.T LU ENT POLY TCOVEREXI TIN ALL TILE_ iiia - integrate the deggn intent of the whole of Construction Documents ---- -- -----5T -- - - does not rebeve the Controctor from pro°ding a complete Project. 3 BLA K NEOPRENE ■ _ _ :t 7.4 T ED COMPLY WITH of lows,codes,ordinances and regulations with authorities FAX MACHINE 7.5 T ED having lur�sdict'ion and with requirements of the landlord if applicable. o - - -- -- ---- - --- ` Do not start Work until al permits and required approvals are Joined. 7. M VH UBLE TED ACRYLIC_FOAM�494 I _ - - 7. x / x3 E RE PAD VERIFY ACTUAL CONDITIONS and dimensions prior to construction. N E PA --- - --- ---- -- -- - Commencement of work constlules verification and acceptance of all I'6 !/4° --, -_ _--- - - - existing conditions. Application of a material or equipment item to Work inslolled 4 others constitutes acceptance of that Work,and assumption 8. D WIND W -_ of responsibility for satisfactory installation. PHONE FOR FAX •I /2 TEMPERED LEAK GLAZING -- --- --- - - --. ■� DIIENSIONS SHOWN ore la fxush face d a material unless otherwise ind.coted. 6 VERHEA GRILLE AND TUBE TEFL SUPPORT - ® ® � p� y _DD NOT SGIE&aein�urss dharise drecled I- 4 QUAD OUTLET 8.7 HOLLOW MEAD R FRA_ E----- - - - ■; _ r 8.8 /4 x 3/4 A UM_TRA K FASTENED T(YPLYWOOD _ y� - p r o j e c t t i t l e Im _ COOLER 5HOWN 9. FINI - I I DASHED I I/2 GYP. BD_ - -- -- - - - - ---- - -- - -.o 9.2 5/B��YP. BD. pri. lrr LO 9.3 /8`�_TY?I!VGYP.BD. {COMPLIES 1N1 A5TM_C36�------ - --_ -- -- -- : _ dS .4 6 ETAL _T JD5,16 _0 . MAX ,OR A5 NOTED_----_ - - ..... NOT U5ED NOT U5ED NOT USED DETAIL ELEV BRIDAL WALL 5/8 META TUD , 6 MAX. , OR TE`D�s - W ,n 153 9. METAL TUD 6 (MAX.) R A TED �� � �� 9.7 ETA T D 6 R TED SCALE: SCALE: SCALE: I" = I'-0" SCALE: 1/2 =1 -0 1 , 9.6 /8 CHANNEL, 4 .0�M_ _R A�NOTED I ilii; W DEP TRACK -- - ------- - - -- --- U�t 9.1-U-6'WIi�TAYL0 G-TAPE'� BLUES-- ----- ■i �wlr S N TALLED AT L A E LINE0- 1'-10" 9.! I - / IP TRACK- -- - I E A KER ROD - --- - - ;til Ci 4'-I" A T D 2 O.OMAX ;iii; iii --------- 0 co 2'-6" 9. /8 WATER TANT YP. BEARD_ __ _ ® t/� CV 9.15 5/8 METAL TRI wit 9. 6 LIGHT A BUIL BEAMv _ [ © ® 9.17 3 5/8 x A MET L TUD WITH 1 5/8„FLANGE. 6 . viii Vii[ � 9.18 4 - TEK REW C\J10 Q 0 / - 19 12 x 12 A TRACK W 1 5/6"FLANGE a 9.2 3 5/8 x 2 A TRACK WITH !/4 FLANGE. 1 car 9. 4 A. LI P ANGLE / m = to Cie �, 18 FLUORESCENT 9. A FRE TIE TRU T.AND LD ROLLED CHANNEL :ftlt; r z Q 51DE MOUNT 9.2 5/ T BUILT UP COLUMN 11O.C. ...... :..riii `.J O LIGHT FIXTURE 9.24 9'X 2 A TRA / 1 5/8 FLANGE. 16 F-- �- N % - 9.2 2- /4 D A 1 iii viii: �® 3 m ° ° n 9.26 PREFINI HED MDF PANEL_ ► �/'� ® Z z o FAX MACHINE 9.27 /4 BARD ilrll a 9.28 I CEMENTBOAR cn p cn N l� PE IA TIE ---- Q Q ° 0 10.1 IR LAR L UVRE -LE LIE LOCKS 2'DIA. - RL 2 ■<` Q3" KAB �r ,�, 2 ATN F1RI BRADLEY 83-22--OOT-3G 11A.x36 ■ >> :NMI m d- = I 3 RAB BA BRADLEY I I/4 DIA.x42 ■ 'iii LO LO N HOLE THRU FOR TIN FIN H -8322-00142 00 FAX CABLES -COOLER 5HOWN I 4 MED fI ABIN -BRADL /BRADEX REE ED ■ «>> LO T I E TEFL- 7 1 DASHED I 5 PAPER TO WEL DI PEN ER-BRADLEY, UREA E MOUNTED ■ �, Wx 15 5/1 GHx4 D- 250-15 OUTLET FOR FAX I ! .6 TOILET APER DI PEN5ER-BRADLEY RFACE MOUNTED ® ! p r o j e c t n u m b e r 51NGLE ROLL-5084 4 QUAD OUTLET I 10.7 ANITARY NAPKI D1 P AL-BRADLEY ■ URFA E MOUNTED 8 Wx 12007.052 2" 4 5/8" I .8 AP Di PEN ER_-BRADLEY 24 FLS 1 ■ 9 WELDIPENER- BBRIK5-253 ■ drawingissuance 10.10 B BAR-BRADLEY 1 1/4 DIA.x 18 ® ' LANDLORD/PERMIT/BID SET 01.09.12012 ATl FINI H -5322-001 18 I .1 1 EXI TIN MALL BULKHEAD TO REMAIN ■ NOT U5ED TYPICAL CASE ELEVATION TYPICAL CASE 5ECTION. SECTION BRIDAL WALL 12EXI TIN MALL FLOOR LAST REMAIN d r a w i n g r e v i s i o n s I AI N ■ 2 10.13 EXl TIN MA FLOOR TILE T RE -< SCALE: SCALE: I - I -0 SCALE: I - I -0 SCALE: I/2 -I1-011I 14 MULTI-DIRECTIONAL R LLIN ATR No. Description: Date: - I .15 . 8 ALUM. CABINET FACE W/ EM- ■ » fir LA K FINI H -PAINT INTERIOR F ABINET WHITE 10.1 G IN ULATED DRAIN E ■ »_'` fiiyi Tu.-F9 ALUMINUM CABINET: .063 ALUMINUM W/ ■ ® « E - L B K FINIim 15'-0° .2 BA K PANEL PIAN HINGE FOR ERVI E E ■`> ■ ><r 10.21 1/411TEMPERED GLAZING 1 .22 HE BER GRAPHIC ® '< EQ EQ 1 .23 E BER R I E 51GN ■ << iii .24 T REF NT I -RE. 51GN DRAWIN ■<`> .25 FULL LENGTH MIRROR: B B K-6 x2 8-29 2 6 ■ 9A700 9A700 OPP 26 24 x 3 W HE F, RE T W TOP F FE ■ t I EQUIPMENT p r o f e s s i o n a I s e a I ALE DI PLAY A E NTRA T R T LA OUT ® ■ - .2 DIAMOND R M DE5r\AND AIR ■ . _ ., `- 1.3 FF DE WITH T RA EARI ■ STORAGE STORAGE STORAGE I = COOLER BELOW o 11.4 DIAMOND R CABINET 0 o a 1 1 0 0 1.5 JEWELER ROOM FLOOR AFE ■ FAX 1 5HOWNDASHED Q 11.6 N TU ED ■ "O 7 D AE W/ T RAE - ELL . CONNECTIONBY 2A700 TYP. 1.13 LARGE T RA E AFE 3 1/2 Dx43 Wx72 H(4,424 lbs ■:' ■> � � �'i�L� l • •. . ..•.7;.`. .��.. .. I I.13a A L ORAGE AFE 25'Wx30 I/2"Dx42"H 1,77 I s ■ >>> ■ ��>i 3573 - I I 14 T RA E H E E 12'Dx48 ■ 0. 1.15 T RA E HELVE 2 DX3G W ■I>>` KS I.16 LAYAWAYCABINET AND FAX HELF WITH T RA E OVERLAND i��� , I DECORATIVE MIRROR PANELS AND LATERAL FIE 20"d x 42"w WC-2 I I/2"FURRING 9.2 1 -10 I -1011I -10112-6 6 2-6 9 1 1.17 NOT U5ED « ,� 18 PLA M T.V.00 ® >`> CHANNELOF 5'-6" 7'-0" 15. MECHANICAL REFEREN E MECHANICAL DRAWIN d r a w i n g t i t l e 16. ELE TRI AL REFEREN E ELE TRI AL DRAWIN DISPLAY CASE DETAILS 16.1 S UKITY EQUIPM N ■ »' ■ >> d r a wit n g n u m b e r PLAN DETAIL 15RIDAL WALL PANEL ....... NOT USED ENLARGED PLAN SRI DAL / HERITAGE WALL SCALE: HALF SCALE: SCALE: 1/2"=1'-0'• 1 T cm QD CC > I Q O 0 411 11-5 11 `T `7 11 2'—ON 2'—1 011 411 I Oil 411 z CCUJ LO • 4" I 4" *" ,: b O � DLAM( SC'7 LLJ r C) r•<•%'.. VJ PERG W c1r) ' ' : 00 i $ :• z r 1141 2tLJ2' 21-411 J co !'- 4 1131411 4 12" 1 1 3 4" 2'-2 1/2"6 / ! � 0 � o LO LO co 0) O T THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as on instrument of service and is intended for use only on this project. All DrowinIs, Specifications, ideas and designs, including the overall oyout, form, arrangement, and composition of spaces and elements portrayed,constitute the original, unpublished Work of the Architect. Any reproduction, use, or disclosure of the information contained herein without the written consent CA5E5 DIAMOND ROOM (HERITACE WALL� of the Architect is strictly prohibited. LOW WALL 3 © 2D13 H.C.KLOVER ARCHITECT SCALE: !/2" = I'-0° THE ARCHITECT DISCLAIMS res risibility for the existing building 5CALE: 1/2° = 1'-0" structure,site conditions,existing construction elements,or ony documents,drowings or other instruments 0for any paA of th;s Project which do not bear the Architects seal. The Architeck s services are undertaken only in the interest of the Project Owner. No obligation is assumed by Die Archlecl for the benefit of any other entity. RELATED DOCUMENTS:This Drawing is a single component of an integrated set of Construction Documents. General and Supplmntory Conditions of the Contract,General Requirements,Speckotbns and r other Drowings may affect the Work described. Failure to review and 'C integrate the design intent of the whole of the Construction Documents does not relieve the ConUoctor from providing a complete Project. COMPLY WITH oll lows,codes,ordinances and regulations with authorities having jurisdiction and with requirements of the landlord,if olk9ble. Do not start Work until all permils and required opprovols are loined. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Apoicotion 0 o material or egwprnent item to Work mslolled by others constitutes occeptonce of ttwl Work,and assumption of responsibility for satisfactory installation. DWENZWS SHOWN are to find loce of o material unless otherwise indcoled. 2'-0" 2'-0t1 'I CN.CtdAIE,t ISE dimeR4ianS-DO fail SfAE sowings udess athenise d'rected p r o j e c t t i t I e 2'-2 1/2" 5" 1511 �o 0.5 L0.r W n1 '4'?'�{�:{:•::.is y!:%H'jv CV �- �� I/2" L411 Cn o (./e) 0 N w Cie C114 LJJ CT Q O 0LUCJ o c/7 fle V Z Q 0 Z = CERTIFICATES DIAMOND ROOM DESK WALLLO2) 5CALE: 112 = I'-0" 5CALE: 112 = 1'-0" LO o�- p r o j e c t n u m b e r NOTES: DIAMOND ROOM GRAPHIC 12007.052 I. LASER CUT AVERY ETCHMARK d r a w i n g i s s u a n c e IF MORE THAN 4' (A56G 1-5)TRANSLUCENT VINYL APPLIED TO SECOND SURFACE OF GLA55 PANEL. LANDLORD/PERMIT/BID SET 01.09.1012 USE 2 EQUAL PANELS GRAPHIC KNOCKED OUT TO 5E CLEAR. d r a w I n g r e v i s i o n s i 2. GRAPHIC INSTALLER TO ENSURE THAT LOGO 15 CENTERED HORIZONTALLY ON No. Description: Date: GLA55 PANEL. 3. GRAPHIC FABRICATOR TO COORDINATE WITH GC TO ENSURE THAT GRAPHIC 15 AT LEAST A5 WIDE A5 GLA55 PANEL. 4. GRAPHIC PROVIDED BY HDS, INSTALLED 15Y GC professIonaIseaI 0 ... .... .. .... f' „ ; :.:::..................: .............__....... _......,... ......... ...................._............ ... HENRY C.KLOVER 35` 3 N OVERLAND PARK KS I'I m draw i n9 t i t l e 4'-011 GRAPHICS MAX d r a w I ng n u m be r NOT USED DIAMOND ROOM GLA55 DETAIL 5CALE: 5CALE: 112 = 1'-0” SECTION 00 22 13 – SUP. INSTRUCTIONS TO 1.1.13 'PROVIDE': Furnish and install, complete and ADD to subparagraph 3.7.1 the following SECTION 01 00 00 GENERAL REQUIREMENTS PROTECT PRODUCTS from domage, including MAINTAIN A RECORD–SET of Construction ACCESS TQ WORK: Utilize the existing service EXTRA STOCK: After completion of the Work, FINAL CLEANING: IDR • read for the intended use. "3.7.1.lThe Contractor shall a for all hook .0 damn e from ex osure to the elements. Re lace Documents indicotin differences between corridors far access to the rotect site when furnish re lacement finishes includin aints of o BDES. y PY P! 9 P P 9 P J P ( 9P ) T charges, 'tap–in' fees, permits and other retae SUMMARY OF WORK or repair items damaged as a result of Construction Documents and the actual installed possible. Repair all damage to existing property, at least 5� of the quantity installed of each type, PRiOR TO OWNER OCCUPANCY, clean all surfaces N AIA DOCUMENT A701-1997 "INSTRUCTIONS TO 1.1.14 OWNER (and/or TENANT): The entity expenses related to the construction and fult k ``` Construction operations. Damage resulting from Work. Mork revisions made during construction with corridors, roads and parking areas by job related color and material provided, exclusive of accessory including fixtures and equipment, for use by the I DER i in I financial) responsible for procurement of connection or hook–u of all utilities." THE WORK consists .of limited demoIit�Qn and new inappropriate storage or handling, including but not colored pencil – do not conceal any Work before vehicles or personnel at no cost to the Owner. cam onents. Deliver extra stock to Owner's Owner. Employ experienced workers or professional 0 a.,, B D S s c uded as a part of these documents Y p P "#, N b this reference. Co les are available from The construction. If a "tenant", that entit has construction as indicated in the Construction limited to environmental conditions, will be the revisions have been recorded. Note actual routing Limit parking for construction personnel to existing desi Hated s ace, ro erl acka ed a er cleaners for final cleaning. Clean each surface or , ®� Y Y P Y ADD t Para r h 1 I Documents, and as indicated within tb,e responsibilit of the Contractor. No claim for of under–slab plumbin and utilit lines, if s aces a roved for and or desi nated for use b g P P P Y P g (P P unit of work to the condition expected from a American Institute of Architects, 1735 New York negotiated a lease of the Project Site fora o gap 3. 0 the fo lowing: Y 9 Y P PP / 9 Y wrapped) and �dent�f�ed. Y N Avenue N. W., Washington, D. C. 20006, or the limited period of time from the property owner or "3.10.4 In the event that the. Contractor fads to Responsibility Schedule on the Drawings additional costs due to damage to stored products different from design drawings. In addition, the Landlord. normal, commercial building cleaning and OC local AIA office. Note that Paragraph 2.1.3 Landlord – but while leasin , that entit is adhere to the schedule, the Contractor will fib t fish or equipment will be considered. Repair damage to maintain copies of the following related drawings GENERAL EXECUTION REQUIREMENTS maintenance ,program. Comply with the � g y PROVIDE SERVICE CONNECTIONS of HVAC; plumbing, Owner–furnished products caused by construction or documents prepared by others: PROGRESS CLEANING: At all times, keep the project manufacturer s instructions for operations. requires that each bidder visit the site prior to considered to be a "Tenant" and not on "agent" of such additional labor and/or services, or work as or electric to casework fixtures si nae or Con ru ion R irements of the L ndlord submitting a bid/proposal. the Property Owner. sufficient overtime as may be necessary to make g 9 9 operot�ons to the Owners sat�sfact�on. st ct equ a site free from accumuiat�on of waste materials or INSTALLERS INSPECTION OF SUBSTRATE CONDITIONS: �� Z equipment units indicated – whether installed as a Casework shop drawings prepared by the Casework rubbish caused by construction operations. Provide Before installation, inspect substrate material and CLEAN EXPOSED SURFACES to a dust–free progress conform to the schedule. Failure to , f films and similar THE FOLLOWING PARAGRAPHS modif , delete from, ADD to aro rah 1.2, CORRELATION AND adhere to the schedule, or failure to take ste s to Part of this Work or 'by the Owner s. separate CONTRACTOR'S USE OF PREMISES: fabricator suitable waste receptacles for trash and the conditions under which the Work will be condition, ree of dust, stains, CC Y P g P p n r r r lir Si nae sho drawin s re ared b the Si nae noticeable distractin substances. Restore reflective W co t arta s o su e s. construction debris and arran e for trans ortation and or add to the above referenced Instructions to INTENT the following: regain the schedule, shall constitute default within PP 9 9 P 9 P P Y g 9 � 9 P performed. Do not proceed with installation until g � „ » Contractor, and and le al dis osal of materials off site. surfaces to their ori final reflective condition. Bidders, as if originally written therein. Where any 1.2.4 Notes written in the imperative mood refer the terms of the Contract. ADJACENT EXISTING FACILITIES MAY BE OCCUPIED or 9 P unsatisfactory cond�t�ons have been corrected. g 0 CV CAREFULLY STUDY AND COMPARE ALL''QRAWINGS in use b the Landlord or se orate Tenants durin Sprinkler shop drawings Vacuum carpeted surfaces. Damp wipe walls, Article of the Instructions is modified, or where any to action(s) to be performed by the Contractor, Y P g Application of a material or equipment item to includin but not limited to Architectural, the entire eriod of construction of this Work. DO NOT construct or install any portion of the PROVIDE DUMPSTERS AND COLLECT WASTE from fixtures and equipment to be dust–free without o 0 Paragraph, Subparagraph or clause thereof is the words 'the Contractor shall' are alwa s im lied ARTICLE 4 – ADMINISTRATION—OF THE CONTRACT.... .. (i g P. work installed by others constitutes acceptance of Structural Mechanical or Electrical aW"other Perform the Work so that it will not interfere with Work related to these drawings at any time construction operations daily. Comply with Landlord that Work and ossum tion of res onsibilit for stains, films and other distracting substances. p C0 modified or deleted by the following Supplementary unless otherwise noted within the Construction P - . ) P p y Contract Documents•.with the existin editions at ..adjacent facilities oro erations and to facilitate without such drawings being available at the site. requirements for size and location of waste M Instructions, the unaltered provisions shall remain in Documents. OWNER ADMINISTRATION OF CONSTRUCTION -' 9- „ J P satisfactory installation. Inspect each item of T P R T AT IA in i i mirr W T effect. CONTRACT: REVISE Article 4 from Para ra h 4.2, the project–site. Report errors, inconsistencies or ongoing use and existing occupancy, as applicable. receptacle. Comply with requirements of NFPA 241 material or equipment immediately prior to CLEAN RANS A EN M ER LS, cud ng ors H 0) g P TEMPORARY FACILITIES & CONTROLS l f m i I ast ma erial and and lass in doors and windows and lumbin omissions discovered for clarification'.'.`°The Coordinate this Work of the Project with other for remova o co bust b e w e t installation. Re'ect damn ed and defective items. g p g � throu h Para rah 4.6 inclusive, b substitutin j . J 9 1.2.5 Figured dimensions and marked data shall 9 9 P, Y 9„ ADD the followin aro rah to Article 1 – h r r h r r r Contractor will be responsible for repair or contractors at separate construction projects within debris. Do not hold materials more than 7 days fixtures to a polished condition without noticeable 0) p p t o wo d Owne w e eve the wo d Archi#est �s 9 9 r r I r I take ecedence ave sca ed measu ements, and PR I A T P RARY ilii rar r k R m an h r rices which P correction costs if work �s executed with knowled e the same develo ment, so that this construction OV DE LL EM 0 ut t es, tempo y during normal weather or 3 Boys when the P RF R INSTALLATION WORK b ersons ualified st ea s. e ave putty dote substa P .. . E O M W Definitions: r ill i i r g Y P q T details shall take precedence over smaller scale used, as the Owne w adm n ster the Const uction fac�l�t�es and tem orar controls re uired for tem "1.10 STIPULATED SUM amounts shall include all Contract. that it involves on error, inconsistency or Work will not interfere with or delay their P Y q perature is expected to rise above 80 deg F. to produce workmanship of specified quality, �n are noticeable as v�s�on–obscuring materials. Z) Q0 general drawings. omission – without the above notice. construction o erations. completion of the construction Work. Provide Handle hazardous, dangerous, or unsanitary waste Replace chipped or broken glass and other Z T P accordance with manufacturers anted installation o0 costs to the Contractor for materials, labor, rotection of construction materials from loss mat rials se aratel from other waste b P damn ed trans arent materials. W equipment, testing and any and all items of 1.2.6 In case of conflict in or between contract ARTICLE 5 – SUBCONTRACTORS dama e, e P Y Y recommendations and requirements. Install Work g P 0) THE INTENT OF THE CONSTRUCTION DOCUMENTS is USE OF EXISTING BUILDING: Limit construction g fire or theft. Connect to existing systems containerizing properly. Dispose of material in a Q d' ex ense includin hone calls , fees, taxes, I I I at the rotect site to rovide for tem orar water, during conditions of temperature, humidity, C0 P ( 9 P ) requirements (General and Supplementary to include all items necessar for the ro er activities to occur within the Project Site, or w�th�n P J P P Y lawful manner. Do not use the Landlord's or other MECHANICAL AND ELECTRICAL EQUIPMENT shall be J ADD the followin new Sub ora ra hs: Y P P J exposure, forecasted weather, and status of the J M overhead and profit for the Contractors full and Conditions , General Re uirements Division-1 „ g P g P execution and com letion of the Work – and to other areas desi nated ora roved for use b the electrical power, lighting and heat for construction tenants waste rece tacles. wiped clean. Remove excess lubrication and other W T ) q ( P 9 PP Y P project completion which will ensure the best � complete performance of the Work as set forth in 5.2.5 LANDLORD REQUIRED SUBCONTRACTORS: operations, unless otherwise indicated. substances. Clean plumbing fixtures to a sonitory Specification Sections), Drawings, Specifications or provide all products, materials, equipment or Owner or Landlord. if not within the project site, possible results for each unit of work. the Contract Documents. When indicated to be required by written accessories re uired for ro er o eration in make connections to existin utilities in the most FIELD OFFICE: Maintain an area within the leased condition. Clean light fixtures and lamps. 0 manufacturers product requirements, the Contractor q P P P , 9 J Q- construction requirements of the Landlord, ex editious manner ossible, with minimal PROVIDE TEMPORARY ELECTRICAL POWER including o will be deemed to have estimated on, and agreed sub–contract s ecific Work to entities a roved accordance with their manufacturers requirements. P P space for the management of the Work. Provide PROVIDE ATTACHMENT AND CONNECTION devices and L REPLACE Para raph 2.1.4 to read as follows: p Pp _ disturbance of existin construction elements. grounded power distribution system with overload s ace to review rotect drawin s for rotect CLEAN THE PROJECT SITE, including landscape LO g to rovide, the renter uantit and better unlit The Contract Documents are complementary 9 P P J 9 � P 1 methods for securin the work properly as it �s P 9 q Y q Y 9 recommended or otherwise re uired to be used b rot cti n. Size s stem to accommodate use of develo merit areas of rubbish litter and other An deviations from or exce tons to the q Y P e ° Y in and r e f o uments. P meet s sto a o d s Y P of material rid r what is re uired b one shall be as bindin as if g , 9 installed, true to line and level. Isolate each unit o s a Wo k. q the Landlord, to coordinate with existing building Y g T i f power tools, electrical heating, lighting, and foreign substances. Sweep paved areas to a broom til Specifications, Drawings, Terms and Conditions required by all. While prepared with due care and MAINTAIN THE EXISTING CONS RUCTION n a sa e of work from non–compatible work, as required to systems. and weather ti ht condition throw hout the start–up testing of permanent electric–powered FIELD ENGINEERING revent deterioration. Make allowance for clean condition; remove stains, spills and other and/or any other Bid Document must be clearly 1.2.7 If Work is re uired in conditions makin it diligence, perfection is not possible. Design and 9 9 p q g construction eriod. Access to existin ublic areas equipment prior to its permanent connection. foreign deposits. Rake grounds that are neither defined and set forth in the Bidders Proposal. If impossible to execute in an reasonably acceptable 5.2.6 ROOFING SUB–CONTRACTOR: Sub–contract all construction are complex – every possible P 9 P _ expansion, contraction, and building movements. aved nor )anted to a smooth even–textured no exceptions are shown in the proposal, none will manner considerin normal industr trade– ractices, condition or contingency cannot be anticipated or is subject to control by the Landlord for purposes Locate multiple outlets (minimum of 4 gang) SURVEY THE EXISTING BUILDING prior to the start Coordinate closing–in of work with required p P ' 9 Y P roofing work, including penetrations for new HVAC of rotectin the existin finishes from dama e spaced so that the construction area can be surface. THIS DRAWING has been repared b the Architect, or full indicated. P 9 9 9 of construction, to document an existin ins ect�ons and tests so as to m�n�m�ze the P Y be considered at the time of Contract Award. re west on inter retation and clarifications from the Y Y g P re ared under his direct su erv�sion as on instrument q P P P P units to an entity approved for use by the roofing and for securit . Maintain ublic areas such as reached b ower tools on a sin le extension cord Owner before proceeding. If no request is made, no � Y P � Y P 9 conditions such as cracks, sags, loose materials necessity of uncovering completed work. of service and is intended for use arily on this project. All system manufacturer, to maintain the Landlords hallwo s stairs, SUBSTANTIAL COMPLETION PROCEDURES: Drowm s, S ecificotions, ideas and desi ns, includin the REPLACE Paragraph 3.3.2 to read as follows: excuses will be subsequently entertained for SCHEDULE AND COORDINATE the Work of the y , and existing toilet rooms free of 50 maximum length. or other defects of the existing construction. This g g overall oyou,form, arrangement, and composition of s ces existing roofing warranty. rf from accumulation of waste material, rubbish or record shall serve as a basis for determination of Ili ffi and elements rtra ed constitute the or.inal, un ub�hed com tete Pro esti includin Work e armed b BRACE PARTITIONS, sus end ce n s or so ts, and Po y g P 3.3.2 Substitutions ro osed b a Bidder are not erformance of unacce table Work. P J 9 P Y P 9 P P Y P P SET ALL TIME CLOCKS thermostats and s�m�lar Work of the Architect. An re roduction use or disclosure of r T f' in y P others at the rotect–site to assure an efficient construction debris. Take all precautions necessa y PROVIDE EMPORARY LIGHTING ,xtures areas subse went dama e resuitin from the Contractors brace latforms sus ended items or similar i P J q 9 9 P P the information contained herein without the written consent to be ncluded in the Base Bid, but mo be Y ARTICLE 7 – CHANGES IN THE WORK to rotect the buildin and its occu ants durin where ce�l�n s and existin fixtures are removed. – devaces to the current local time. Provide a and order) se uence of installation of all elements P 9 P 9 9 9 o erations at the site. construction aril to structural elements even if of the Architect is strictly prohibited. appropriately itemized on the Bid Form or as on REPLACE Paragraph 1.5.2 with the following: Y q i i i i in m n f – i in 1i htin ffi res wh n ossi 1e and P y printed list of names, addresses and phone c lois H.C.KL°VERARCHITECT » – with provisions for accommodating items to be the construction per od. Ma nta n ex st g ea s o Re use ex st g g g xtu e p b not specifically noted. Do not brace elements to churn hr i 1 in f nr f r r i atta e t t e eta as a Contractors Vo untary .5.2 Execut o o the Co t act o Const uct on ADD the followin new Sub aro ra h: numbers of all sub–contractors and material 9 P 9 P e ress and exits durin construction er sus end from the existin structure. Remove _ T I r n i ill f r h xi in it m » installed later. Prepare eneral coordination 9 9 P P 9 FIELD VERIFY EXISTING DIMENSIONS of the Project the roof deck lumbin s rinkler i es THE ARCHI ECT DSCWfrIS es• sb ty o,t e e st g bu d'g �, g P 9 / P PP Alternate with the corres ondin add or led ct b the Contractor is a re resentotion that 1 the Viers used. ppoo P 9 u Y P ( ) .1 4 W R ITT AP P R VA o f h n r i i t I' f' h n n fix u r s u p P strocture,site conditions, existing construction elements,or on 7 EN 0 L t e Ow e s requ ed r in h I r ri n n r I requirements of the AHJ. Repair all damage to the temporar ightin �xtures w en perma e t t es Site after selective demolition is cam leted and is d aw gs, sc edu es as app op ate, a d co t o Y 9 P , ductwork, electrical conduit or s�m�lor elements. documents,drawl s ar other instruments sed for any of ltus amount included." Contractor has carefully examined and understands for an additional construction Work rior to its existin buildin caused b construction o erations. are o erational. Y P site–utilization, from the beginning of construction 9 9 Y P P forward a drawing with verified dimensions to the Project which do not bear the Architects seat. The Architect's the intent of the Contract Documents (including the execution. Work performed without the written activities throw h rotect close–out. The Contractor Owner. Note size and locations of columns, AFTER final cleaning operations have been services ore undertaken only in the interest of the Project Owner. No 9 P j AT PROJECTIONS 0 F FINISHED SURFACES, i n c I u d i n g obG tion is assumed the Architect far the benefit of on other entl. r cam leted and when the Project is read for 9a � Y ADD New Paragraph: 4.1.8 as follows: Agreement Form, the General Conditions, the a roval of the Owner will be considered as bein MAINTAIN EXISTING SERVICES, includin electrical, PROVIDE SANITARY FACILITIES includin tem orar P J Y PP 9 is solely responsible for construction means, 9 9 P Y chases, pipes, conduits, doors and storefront or pilasters or thickened walls, return all exposed RELATED DOCUMENiS:This Drawin is a sin le component of an "4.1.8 Bids shall remain in effect fora eriod of Supplementary Conditions, the Specifications and ori inall included in the re uired sca e of Work, hone, water, HVAC, fire– rotection, alarms or toilets, wash facilities and drinkin water owner occupancy, obtain an occupancy permit on 9 9 P 9 Y q P methods, techniques, sequences and procedures. P P 9 window openings and other objects that affect surface finishes back to the primary surface even integrated set of Construction Documents. General aril Supplementary no less than THIRTY 30) da s after submittal. The the Drawings); (2) that the Contractor has visited without any obligation or responsibility for control systems in full and unrestricted operation dispensers for the use of all workers. Existing la out of the Work. Re ort inconsistencies to the behalf of the Owner, and approval by any other CondCans at the Contract,Generd Requirements,Specificouons and ( Y Y P if not s ecificoll noted. P y rn mo n l a u h o ri t i e s h a vi n u ri sit i ct i o n over other Drawings may affect the Work described. Folure to review aril ave eta t r the project site and has reviewed the conditions subsequent approval as an approved chane by P F f m I f h to the reatest extent feasible. Make all public toilet facilities cannot be used b Owner for resolution before commencin Work. g g j int rale the design intent of the whole of the Construction Documents 0 osed rices shall include all costs to the 9 ER ORM ALL WORK re uired or co et�on o t e 9 Y g e9 I! P P P O q P Contractor for materials, labor, e ui ment, testin under which the Work will be performed (including the Owner. Project, exce t as otherwise indicated in the disconnects of existing services only during construction personnel. Provide separate facilities the Project. does not relieve the Contractor from providing a complete Protect. q p g J p ALIGN SURFACES of new finishes with existing CONY WITH oA lows,codes,ordinances and r ulations with authorities and an and all items of ex ense includin hone but not necessarily limited to labor availability, Res onsibilit Schedule included in the Drawin s. non–business hours and onl with the Landlord's for male and female personnel when both sexes WORK LAYOUT: Establish and maintain chalk–lines y p ( g p p y g Y finishes and match existing finish–surface SUBMIT a written re uest for ins ection, statin hoving juriskion and with requirements of the Landlord,if appliable. calls , fees taxes overhead and rofit for the codes and regulations, hazards, procedures, ARTICLE 9 – PAYMENT AND COMPLETION approval. are working. Comply with all applicable codes and and other morkers necessary to locate all conditions except as otherwise indicated. Patch q P g Do not start Work until all permits and required approvals are obtoined P that the Work is Substantial) Com lete and read construction means and methods necessary and CODES, ORDINANCES & CONTRACTOR ACTIONS: All regulations and health department requirements for elements of the project, including partitions, existing surfaces and refinish to match adjacent y P Y VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Contractors full and complete performance of,the ADD to Sub ora ro h 9.3.1 the followin PROHIBITED ACTIVITIES IN EXISTING BUILDINGS: Do the t e, number, location, o eration and for the Owners beneficial use and occupancy. Commencement of work constitutes verification and acceptance of alt weather conditions), (3) that the Contractor has P 9 p 9 Work for this project shall conform to applicable YP P casework, electrical and plumbing connections and existing surfaces, as applicable. existing conditions. Apd�cotion of o materal or uipment item to Work work as set forth in the Contract Documents. , „ �, Ascom an notice with a listin of all items to be correlated personal observations with the 9.3.1.3 Unless otherwise indicated in the Owner – local, state, aril national codes and ordinances not impose any load, temporary or permanent, on maintenance of fixtures and facilities. Provide toilet fixed casework or fixtures. Calculate and measure P Y g installed by others constitutes acceptance of that ork and assumption ' tissue a er towels a er cu s and similar completed or corrected. of responsibility for satisfactory installation. re uirements of the Contract Documents; and 4 Contractor Agreement Form, The Owner will retain and with applicable requirements of the Notional any part of the Landlords existing roof or P P P P P required dimensions. VISUAL EFFECT Provide uniform joint widths in ADD New Para ra h: 4.1.9 as follows: q ( ) f' f i g P " • dis os a b I e m a to ria 1 s for each f a c i I i t . DatENS�NS SHON"N ore to nosh ace of o molerid unless otherwise nd�coted. » h h n ra r ill c m { ith ll n r n 1 % f he m n f h r r Fir. Protecti n Associ n s Life afe ode as structure without their written a roval. Do not cut P Y ex osed work or anized for the best ossible 4.1.9 Provide a com lete line–item breakdown of t at t o Co t cto w o p y w a to pe ce t ( 0 0) o f a ou t o eoc p og ess e o at o S ty C pp p g p P OWNERS ACTION: Fol lowing obse rvo ti on of the G4.CUAlE�NEASUf'f dimensia�-DO NOT SCALE�awings urfess othwnse dvected requirements of the Construction Documents. No payment application until final payment. administered by applicable authorities having any hole in existing floors, walls or the roof CASEWORK FIXTURE TEMPLATES of each type of visual effect. . Recheck measurements and all development or construction related fees PROVIDE TEMPORARY HEAT AND VENTILATION to Work, the Owner will either prepare the certificate claims will be approved for additional time or costs jurisdiction AHJ . Obtain all licenses business, without the Landlords approval and compliance unit will be furnished by the manufacturer to the dimensions of the work, as on integral step of r 0 e C t t i t I e J ( ) included within the proposed Contract Sum, either maintain ode uate environmental conditions to of substantial completion, or will advise the p J result�n from the Contractors lack of ARTICLE 11 – INSURANCE & BONDS technical or otherwise and ermits re uired to with requirements herein. Attachments to the roof q Project Site. Layout and permanently mark with starting each installation. Refer questionable 9 P q on the Bid Form, or as a se orate attachment if ) ntr star f work which must be erformed '� P facilitate progress of the Work, to meet specified Co o o p familiarization of the requirements of the perform the Work. Provide all required notices for deck are not permitted, and do not attach to spray–point on the floor all casework prior to the visual–effect choices to Owner for final dec�s�on of 'I necessary. minimum conditions for the installation and proper before the certificate will be issued. Results of the Construction Contract. ADD to Subparagraph 11.1.1 the following: inspections and approvals of the work by the AHJ plumbing or sprinkler piping, or to electrical start of construction operations. acceptability. �o "11.1.4 Liability insurance shall include all major – the most restrictive code requirements as conduit. Do not install combustible materials above curing of materials, to protect materials and observation report will form the initial punch–list LO DELETE Paragraph 4.2 in its entirety – no finished ceilin s or in an other concealed s aces. finishes from damage due to temperature or ESTABLISH & MAINTAIN new benchmarks and other MOUNTING HEIGHTS: Where mountin hei hts are for final acceptance. dS ADD to Paragraph 1.6 the following: divisions of coverage and shall be on a interpreted by the AHJ will apply. 9 Y P 9 9 bid security will be required. „ com rehensive basis with s ecified limits listed Use of common area electricit is not be humidity, and to prevent hazardous accumulations markers to set lines and levels for the Work as not indicated within the Drawin s, mount at � 1.6.2 Electronic media files are considered P P Y g LO "Instruments of Service" b the Architect who below maintained specifically for this project. OBTAIN THE LANDLORD'S TENANT CRITERIA, Tenant permitted. All carts and dollies shall have rubber of dust, fumes, vapors or gases. Once new needed to properly locate all elements of the industry–recognized standard mounting heights for PREREQUISITES TO FINAL COMPLETION: ADD Paragraph: 5.3.3 as follows: Y , systems are operational, they may be used for Pro est. Calculate and measure re uired a licotions indicated. Refer uestionable mountin retains all common law, statutor law and other Coverages shall include: Personal Injury Liability Construction Manual, and other written construction tires. Do not transport wet concrete through J q pp q g I i i I � w 5.3.3 Bidders are hereby advised that Proposals Y with Em to merit Exclusion deleted, Contractual, existin finished s aces without rior a rovo{ of temporary heating and cooling only if: (1) all dimensions b instrumentation or other a ro note COMPLETE ALL WORK TEMS as expel t ous y as rights, including the copyright. No representation is P Y requirements of the Landlord applicable to the 9 P P PP Y PP P height choices to Owners representative for final Q U for this Work are being invited from other bidders." the Landlord and without extensive rotection of registers diffusers and filters are cleaned before means. Do not scale the drawin s to determine possible, providing labor at times when the facility made regarding the accuracy or completeness of including specified provisions for Contractors Work of this Project, and acknowledge receipt to P 9 decision. Q the existin floor finish. substantial completion, and (2) warranty periods dimensions, unless directed by the Owner. �s not in operation, if necessary. Coordinate with � � electronic media data. If obtained electronic media obligation under Paragraph 3.18, Owned, the Owner. Become familiar with all construction 9 cn DELETE subparagroph 7.1.1 and ADD the remain unchanged, starting from the date of AFTER INSTALLATION, provide coverin s to rotect the Owners representative and perform the Work T� Q followin files are transferred from the Architect to the non–owned and hired motor vehicles, and Broad rules and regulations of the Landlord maintain a g P V1 g Contractor, the Contractor will not use the Form Property Damage coverage. printed copy at the Project Site, ands comply with EXISTING, ROOFING COORDINATION: Use the Substantial Completion. TAKE FIELD MEASUREMENTS as required to fit the installed products from damage from traffic and so that it will not interfere with the Owner's M "7.1.1 Costs for Performance and Labor and ' Landlords desi Hated roofin contractor for an Work properly. Recheck measurements before construction o erations, remove when no Ion er operations. ® t� GV Electronic Media data for any purpose other than Premises–Operations, Independent Contractors all requirements of the Landlord. No additional 9 9 Y P g N Material Payment Bonds shall be indicated as an enetrations or other modifications to the existin PROVIDE TEMPORARY FIRE–PREVENTION MEASURES installing each product. Where portions of the Work re uired. Re air and re lace dama ed items, at ` �1 preparation of shop drawings, coordination drawings, Protective, Products and Completed Operations, costs will be allowed for the Contractors neglect P 9 q P P g '', alternate cost on the Bid Form, and shall not be roof membrane. Existin roof access ma be and procedures, including Type ABC ore indicated to fit to other construction, verify no additional cost to the Owner. Additional time COMPLETE FINAL TESTING of systems, and instruct z W o� or Record Drawin s for this Project. Owners & Desi Hers Protective Liabilit and Broad of these requirements. 9 Y I included within the Base Bid amount. The Owner g J g y' restricted to the Landlord's ersonnei or their fire–extinguishers at locations reasonably effective dimensions of other construction by field required to secure replacements and to make Owner's personnel in the operation, adjustment, reserves the ri ht to re uire such bonds to be Form Property Damage coverage. Property Damage P in extin uishin fires and as acce table to the measurements before fabrication. Coordinate fire g q 1.6.3 The Contractor agrees not to transfer the Liability coverage shall provide X, C, and U A REFUNDABLE CONSTRUCTION DAMAGE DEPOSIT designated sub–contractors only. Obtain the g g P repo�rs will not be considered as justification for maintenance of all mechanical, plumbing, � � furnished upon execution of the Contract (or local AHJ. Comply with NFPA No. 10. Post warning fabrication schedule with construction progress to an extension of time to complete the Work. protection, monitoring and electrical systems. �. Q electronic media data to any entity not involved in coverages, with Completed Operations and Products may be required of the Contractor by the Landlord Landlords written approval for other workers to be and wick–instructions at each extin wisher, and avoid dela in the Work. subsequent to contract execution as a change q 9 Y 9 cn � the construction Work without the prior written Liabilit covera e maintained for two 2 ears prior to start of construction activities. This on the existing roof, if applicable. Existing public order in the amounts ecified on the Bid Form. Y g O Y instruct personnel on proper use. Post fire CUTTING & PATCHING REMOVE TEMPORARY FACILITIES and controls, and O i ) P consent of the Architect. The Contractor further after final a ment. The followin minimum limits deposit is refundable to the Contractor upon areas of the Landlord may not be used by P Y 9 deportment call number on each telephone at GENERAL PRODUCT REQUIREMENTS temporary utility services from the project site i agrees to waive all claims against the Owner and are applicable to each incident occurrence as well successful completion – unless there is damage construction personnel for lounging, eating or ' �.� E— � SECTION 00 73 00 – SUPPLEMENTARY CONDITIONS project site. DO NOT cut and patch structural elements in a along with construction tools, field office, �, ® (' the Architect, resulting in any way from any use of as for the total annual aggregates – which shall to the Landlords facilities. The amount of the work–breaks. the use of the electronic media data. Use of be dedicated s ecificoll for this rotect aril de osit will be considered an overhead ex ense of NO SUBSTITUTIONS are allowed when products or manner that would reduce their load–carrying mock–ups and similar elements. Z GENERAL CONDITIONS: AIA Document A 201-1997 I tronic m is data oes not reduce or minimiz P Y P J Y the Contractor and is not considered as a cost PARTIAL OWNER OCCUPANCY: The Owner reserves PROVIDE TEMPORARY COMMUNICATION SERVICE equipment items are indicated by manufacturer, capacity or load–deflection ratio. Do not cut and 2 e ec ed d e M�n�mum coverage amounts shall be as listed Edition: "General Conditions of the Contract for in an wa the Contractor's res onsibilit to take below or os re uired b low, whichever is renter: of the Work. the right to occupy and place and install including local phone service (wired or wireless – unless approved in advance by the Owner. patch operating elements or safety related TOUCH–UP AND REPAIR or restore marred exposed v� Q Construction" is included as a art of the Contract Y Y P ' Y , ' q Y g e ui ment in com leted areas rior to Substantial 1 line minimum) with a phone handset. Provide components in a manner that would result in finishes. Deliver spare parts, tools, extra stock of P field measurements, check dimensions, and to Workers Compensation: Statutory q P p P PRODUCTS IN QUANTITIES shall be alike and Documents b reference. Co yes are available from Com letion rovided such occu anc does not either a separate fax phone line with fox reducing their capacity to perform as intended, or materials and similar physical items. • Y P coordinate with other construction work at the General Employers Liability: 1 000 000.00 OWNERS SEPARATE CONTRACTORS OR SUPPLIERS: P P P Y interchan eable. Where additional amounts of a the American Institute of Architects Project Site. interfere with completion of the Work. Placing of machine or broadband internet service with a 9 result in increased maintenance, or decreased J Comprehensive General Liability, Contractual Liability, e ui ment and artial occu anc shall not computer configured for internet communications. product are likely to be needed by the Owner ata operational life or safet . Do not cut and atch (1-800-242-3837). Participation in the Work of COORDINATE WITH the Owners se orate q P P P Y Y P INSTRUCTION OF OWNER'S PERSONNEL: Arrange for vi Owners & Contractors Protective Liability, and P later date for maintenance and re air, rovide this Project �s considered acknowledgement of the ARTICLE 3 – CONTRACTOR contractors or su Viers for Work indicated as constitute acceptance of the total Work. Allow use of communications equipment for the P P construction exposed on the exterior or �n each installer of operating equipment and other LO Independent Contractors Protective Liability: ( ) PP Owner, Architect and for sub–contractors, with standard, domestically produced products which are occupied spaces, in a manner that would, in the work that requires regular or continuing 00 participants understanding of, and agreement with, , , all re uirements of the Contract for Construction. ADD to Para rah 3.1 – GENERAL the Property damage: 1,000,000.00 being Not–In–Contract (NIC) – cooperating with ton distance costs to be aid for b the art likely to be available to the Owner of such toter Owner s o inion, reduce the buildin s aesthetic maintenonce, to meet at the site with the Owners o� q g P PROJECT COORDINATION & ADMINISTRATION: g– P Y P Y P 9 • ' Bodily injury: $ 1,000,000.00 them so that their work can be performed making the calls. date. qualities, or result in visual evidence of cutting personnel to provide necessary basic instructions �n following: Contractual Liabilit : smoothly, without interfering with or delaying the and atchin Remove and re lace Work cut and the ro er o eration and maintenance of the THE FOLLOWING SUPPLEMENTARY CONDITIONS 3.1.4 DUTY OF COOPERATION: Issuance of the Y SCHEDULE AND COORDINATE THE WORK of the P 9 P P P P Work of this Contract. f SUPPLY PRODUCTS COMPLETE with all standard p r O J e C t n U m b e r modif the General Conditions as if ori inall Construction Documents to the Contractor im lies Property Damage: � 1,000,000.00 complete Project to assure an efficient and orderly PROVIDE TEMPORARY BARRIERS, ences and other patched in a visually unsatisfactory manner. entire Work. Where installers are not experienced in y g y P devices, trim finish, and all accessorues indicated Bodil in ur 1,000,000.00 se uence of installation of construction elements, controls required to prevent public entry to the required procedures, include instruction by the written therein. Where a portion of the General and anticipates ongoing communication between the Y .J Y' � REVIEW SHOP DRAWINGS prepared by separate q 12001.052 Com rehens�ve Automobile Liabilit : with rovis�ons for accommodatin items to be construction areas and to rotect construction in the latest edition of the manufacturers catalog USE MATERIALS that are identical to existin Conditions is modified or deleted b these Contractor and the Owner. The Contractor will be P Y P 9 P 9 manufacturers representatives. Y contractors) or suppliers for general conformance I i r ; ; Propert Dama e: $ 1,000,000.00 installed later. Prepare general coordination workers and the public from the hazards of or brochure published at the date of the award of materials. If identical materials are not available or Supplementary Conditions, the unaltered portions of respons b e for repo r o correction costs f Work s Y 9 with the intent of the Construction Documents, and drawin s schedules and control site utilization construction operations. Provide secure, temporary the Contract. Furnish such items complete with cannot be used where exposed surfaces are OPERATION AND MAINTENANCE DATA: Include the d r a W I n g I S S U a n C e the General Conditions shall remain in full effect. executed with knowledge that the Work involves an Bodily injury: 1,000,000.00 9 . for service–connections and clearances if required. from be innin of construction throughout project enclosures between work areas and existing component parts necessary for the obvious and involved, use materials that match existing following types of information �n operation and LANDLORD/PERMIT/BID SET 01.09.12012 The General Conditions may also be modified error, inconsistency or omission without prior notice Umbrella Excess Liability Insurance: $ Verify that required rough–ins, connections and g g occu led s aces to limit an objectionable noise, intended use and installation, whether or not ad acent surfaces to the fullest extent ossible elsewhere in the Contract Documents by provisions being made to the Owner. 2,000,000.00 clearances will be rovided, and re ort on close–out. p P Y J J P maintenonce manuals: emergency instructions, d r a w I n r e v I s i o n s located in other Sections of the S ecifications. P p y vibration, P 9 with re and to visual effect. Use materials whose g odors or dust, that could souse affect descri tions or catalo numbers contain all g spore parts listings, copes of warranties, wiring P discrepancies. VERIFY AND UPDATE a licabie Construction use of facilities or loss of the Landlords or their su lemental information and or numbers of such installed erformance will e ual or sur ass that of No. Description: Date: ADD to Paragraph 3.4.2 the following: 11.1.5 Any person engaged in construction Work at pP PP P q P diagrams, inspection procedures, shop drawings Documents and other required information and existing tenant's business. components. existing materials. and product data. I ARTICLE 1 – CONTRACT DOCUMENTS "3.4.2.1 After the Contract has been executed, the the site must be covered under applicable PROVIDE SCHEDULED DATES for delivery and Owner will consider written requests for substitution Workmen's Compensation insurance, either through installation to Se arate Contractors or su liers, directives from the Owner's Electronic Project P pp EQUIPMENT NAMEPLATES: Provide permanent TAKE ALL PRECAUTIONS necessary to avoid cutting FINAL CLOSEOUT SUBMITTALS: ADD to aro rah 1.1, DEFINITIONS, the of roducts in lace of those s ecified onl under Management Program (Buzzsaw) at not less than PROVIDE TEMPORARY ENCLOSURE SCREEN (when P 9 P P P P Y the General Contractors own policy, or that of and notify them when construction is ready for „ �, nameplates on each item of service connected or existing pipe, conduit or ductwork serving the followin the conditions set in the General Re uirements weekly intervals, and provide hard–copy paper applicable) separating the leased space from Mall 9' q appropriate sub–contractors. Workmen s their delivery and installation. Provide openings, power operated equipment. Indicate manufacturer, building, but scheduled to be removed or relocated ELECTRONIC CLOSEOUT SUBMITTALS: In addition to 1 (Division 1 of these Specifications). Compensation Insurance policies must include an delivery access, and staging space for installation. documents to the Project Site for field use and or other common–use areas, �n compliance with reference. Landlord requirements. The enclosure screen is to Product name, model number, serial number, until provisions have been made to bypass them. set of paper originals of the documents indicated "1.1.8 'FURNISH': Supply and deliver to Project site, endorsement waiving all rights of subrogation Contact the Owner if scheduling or communication capacity, speed, rating, and similar essential Employ skilled workmen to perform cutting and below, provide Operation and Maintenance Data, ready for unloading, unpacking, assembly, 3.4.2.2. B makin re uests for substitutions based completely enclose the store opening from the �,I Y 9 q against the Owner, the Landlord (when applicable), problems arse regarding separate contractor(s). operating data. Locate nameplates on an easily patching. Proceed with cutting and patching at the Warranties, and the list of sub–contractors and i installation, and similar operations. on Subparagraph 3.4.3 above, the Contractor: (.1) VERIFY LOCATIONS OF EXISTING UTILITY SERVICES mall floor to the ceiling, allow construction work accessible surface. earliest feasible time and com lete without dela . and the Architect. p Y I re resents that he has ersonall investi ated the OWNER FURNISHED – CONTRACTOR INSTALLED serving the project before starting Work. Locations to proceed without interfering adjacent operations, material suppliers, in electronic media (CD at P P Y g of existin utilities noted on the Drawin s are close–out. Provide jewel–case covers and label 1.1.9 'INDICATED': Re uirements ex ressed b ro osed substitute roduct and determined that it 9 9 and to act as a dust and noise barrier. Do not J q P Y • P P P ADD to Subparagraph 11.1.3, the following: (OFCI) PRODUCTS: LABELS: Locate required labels and stamps on an CUT existing construction to provide for installation each CD and cover with the rinted title approximate, and may be based on unverified install more than four 4 feet into the mall from P graphic representations or in written form on is equal or superior in all respects to that ( ) accessible surface which in occu ied s aces, ,s of other com onents or erformance of other „ SII 11.1.3.1 All certificates of insurance required information. Provide all connections required at the the existin lease line, or from the new lease line P P p P OPERATION AND MAINTENANCE MANUAL, Project Drawings, in Specifications, and in other Contract specified, (.2) represents that the Contractor will COORDINATE WITH AND INSTALL all Owner–Furnished g not conspicuous. construction activities and the subsequent fitting r o f e s s i o n a I s e a herein shall name the Owner, the Landlord (as existing utility connection points at no additional of a " o out" store unless written a royal is name, and subject matter of contents, as p Documents. Other terms including 'shown', 'noted', provide the some warranty for the substitution that products, including but not limited to prov�d�ng P P– PP and patching required to restore surfaces to their I , applicable) and the Architect as additional insured. cost to the Owner. scheduled , and specified have the same meaning the Contractor would have provided for the g g y g p obtained from the Landlord. No signs or graphics p g g g appropriate. Provide two (2) sets of electronic schedulin receivin at site, venf �n recei t, are allowed other than that indicated within the MANUFACTURERS INSTRUCTIONS: Whenever roducts methodscleasltJ I keV utoedam'a ec elemrents tau be documents to the Owner. as �nd�cated . specified product, (.3) certifies that the cost data handling, storage on site, and ROUGH–lN REQUIREMENTS: Verif final locations for are required to be installed and/or perform in Y 9 DELETE Paragraph 11.3 – Project Y Drawings and as approved by the Landlord. , retained or adjoinin construction. presented is complete and includes oil related costs mechanical/electrical/plumbing service connections, mechanical, electrical and P SUBMIT FINAL OCCUPANCY PERMIT, and other le al Management Protective Liability Insurance, �n its plumbing rough–ins with Relocate temporary enclosure screen as required accordance with a s ecified manufacturers J g g 1.1.10 'INSTALL': Operations at the Project Site under this Contract except the Architect's redesign entiret . as applicable. The Owner will pay directly for the field measurements and with the re uirements of instruction or rocedure, rocure, distribute and ' H RY0. LOO R Y q to facilitate construction operations. Completely P p PATCH with durable seams that are as invisible as releases necessary for the Owner complete and including but not limited to unloading, temporarily costs, and waives all claims for additional costs product costs including delivery to the Project Site. the actual equipment to be connected, prior to remove screen at com letion of the Work and maintain at the site copies of such information. h r unrestricted use. 3573 storing, unpacking, assemblin erectin lacin related to the substitution which subse uentl Provide all OFCI su liers with an accurate address P ossible. Com I with s ecified tolerances. W e e 9� 9� P 9� q Y DELETE from Paragraph 11.4 – Property Pp start of installation. arran e for ie al itis osal. No allowance or consideration will be made for P P Y P PP Y g 9 9 P feasible ins ect and test atched areas to anchoring, a I in working to dimension, finishing, become apparent; and (.4) will coordinate the Insurance, Subparagraph 11.4.1: the word "Owner" with accurate delivery directions and instructions. claimed ignorance as to what a cited standard P p SUBMIT WARRANTIES, uarantees, maintenance () OVERLAND PARK,KS curia rotectin cleanin and similar o erations. installation of the acce ted substitute, makin such COORDINATE SPACE REQUIREMENTS and installation contains, as each tradesman is considered to be demonstrate integrity of the installation. Restore g g' P g' g' P P g and substitute the word Contractor , as the PROTECT EXISTING CONSTRUCTION and adjacent ex osed finishes of atched areas and extend bonds, maintenance agreements, final product i changes as may be required for the Work to be AT DELIVERY, INSPECT PRODUCTS FOR DAMAGE ❑t of mechanical and electrical Work which are experienced aril familiar with the published p P . Contractor is hereby responsible to provide properties from damage by construction operations, finish restoration into retained ad'oin�n certifications and similar documents. I 1.1.11 LANDLORD LL : The entit ossessin le al com lete in all res ects. the Project Site. If items are damaged, defective indicated din rammaticall on the Drawn s Follow standards of quality and workmanship for his own j g ( ) y P g g P P (Builders Risk) Property Insurance. DELETE g Y g ' and repair any existing work that is damaged by construction in a manner that will eliminate title of the Project Site, includin desi nated or m�ss�ng, mark the bill of lading as necessary. routin shown for i es, ducts, and conduits, as trade. �� j g g Subparagraph 11.4.1.2 in its entirety. g P P construction operations. Where wet concrete or evidence of atchin and refinishin SUBMIT MARKED–UP RECORD DRAWINGS, operations management representatives including 'Developer', or ADD to Para rah 3.5 the followin Contort the freight line and request a damage closet as ractical• make runs arallel with lines P g g damage or settlement 9 P g Y P P other large equipment or materials will pass and maintenance manuals, inspection of the items and submit a damage of the buildin Utilize s aces efficient) to STORE PRODUCTS in accordance with 'Shopping Center Manager' and their agents legally "3.5.2 CONTRACTOR'S WARRANTIES FOR SINGLE DELETE subparagroph 11.5.1 from Paragraph g p Y through existing finished spaces, protect existing survey, extra copies of drawings and specifications, claim. Notify the owner within five (5) days of maximize accessibility for other installations, for walls and floor surfaces with a minimum of 6 mil manufacturers instructions, maintaining sensitive and similar final record information. Provide d r A W I n t I t I e authorized to act in their behalf. SOURCE PRODUCTS: The Contractor's usual 11.5 Performance Bond and Payment Bond, and g receipt of any missing, damaged or otherwise maintenance, equipment operation and for repairs. materials within temperatures and humidity ranges one–set of half–size drawin s at the Project Site warranties (express and implied) shall remain in full ADD the following: poly and all floors with 1/2 plywood or particle g J SPECIFICATIONS defective products – or replace/repair items at no Conceal pipes, conduits and similar elements required by the manufacturer. For exterior storage for the Owner's use. 1.1.12 'PROJECT SITE' (or SITE): The designated force and effect even if a material or equipment "11.5.1 PERFORMANCE AND PAYMENT BONDS MAY board panels. lace on silo ed su arts interior space or property upon which construction item is required by the Owner to be manufactured BE REQUIRED by the Landlord. When applicable, cost to the Owner. whenever possible within the new construction, in SCAFFOLDING: Provide all scaffolding and of fabricated products, p p pp finished areas. above ground. Cover products subject to SUBMIT A FINAL LISTING of all sub–contractors and activities will be performed. The extent of the by a specific entity, and no other acceptable review the Landlord's re uirements and rovide construction aids required, including guard rails, d r a w 1 n n u m b e r Project Site is indicated on the Drawin s and ma e uivalent roduct manufactured b an other entit q P li hts and latforms necessar for the com letion deterioration with impervious sheet covering; with material suppliers used on the project. g J 9 Y q P Y Y Y bonds complying therewith. Submit notarized bond g p Y P ventilation to avoid condensation. Arrange storage or may not be identical with the description of the is acceptable. forms to the Owner and Landlord prior to start of of the Work, and for the protection of the land on which Project is to be built. workmen and the public. to provide access for inspection. construction. . W -� SUBMIT AN UPDATED FINAL STATEMENT accountin EXISTING RESILIENT FLOOR COVERINGS: Comply with SECTION 05 50 00 — METAL FABRICATIONS DISCARD UNITS of material with defects which SECTION 07 92 00 — JOINT SEALANTS SECTION O8 14 00 — WOOD DOORS SECTION 08 71 00 — DOOR HARDWARE PROTECT GLASS FROM BREAKAGE immediately upon AT DOOR OPENINGS, frame with 2 each 0.032 inch +� 0 9 for additional changes (additions and deductions) to "Recommended Work Practices for the Removal of might impair quality of work, and units which are installation, by use of crossed streamers attached (20 gage) studs extending to structural support j the Contract Sum. identify amounts for change Resilient Floor Coverings", as published by the PROVIDE metal fabrications where shown on the too small to use in fabricating work with minimum PROVIDE sealants complying with requirements PROVIDE wood doors where noted on the Drawings, WORK INCLUDED: Provide finish hardware to framing and held away from glass. Do not above at both jambs, securely attached by screws O orders, liquidated damn es addition or deduction , drawin s and as s ecified herein. oints or o timum oint arran ement. included herein, in order to establish and maintain ass ecified herein and In com liance with throw hout the Work as indicated in the Drawin s, apply markers to surfaces of glass. Remove either direct) to door frames or to jamb anchor g ( ) Resilient Floor Covering Institute. Existing resilient 9 P J P � j 9 P P 9 9 Y J � }, deductions for uncorrected work, deductions for floor covering materials may contain asbestos fibers airtight, vermin proof, and waterproof continuous applicable requirements of AWI "Architectural as specified herein and as required for a complete nonpermanent labels and clean surfaces. Cure clips on door frame. Install runner track sections '�' Y N re—inspection payments, and previous payments. that are not redily identifiable. Do not sand, dry FIELD MEASUREMENTS: Check actual locations of SET rough carpentry Work accurately to required seals on a permanent basis. Failures of installed Woodwork Quality Standards". instaElation. sealants for high early strength and durability. (for jack studs) at head and secure to jamb Y e scrape, beadblast or mechanically pulverize existing walls and other construction to which metal levels and lines; with members plumb and true sealants to comply with this requirement will be studs. pC j SUBMIT FINAL PAYMENT REQUEST with final resilient flooring, backing, or lining felts. fabrications must fit, by accurate field and accurately cut and fitted. Securely attach recognized as failures of materials and LABELS: Where noted in the Drawings, or where PROVIDE finish hardware throughout the Work as REMOVE and replace damaged glass and glazing. Q _0 measurements before fabrication; show recorded car ent Work to substrate b anchorin and workmanshi needed for a complete installation and as specified Wash and polish glass on both faces not more FRAME OPENINGS OTHER THAN DOOR OPENINGS ;n r M � unconditional lien releases from all sub—contractors P rY Y g P required by the Building Code to be constructed of herein. than 4 da s rior to date scheduled for ! CLEAN UP: U on cam letion of demolition work, measurements on final shop drawings. Coordinate fastening as required. Use common wire nails, Y P same manner as re uired for door o enin s, and and material suppliers, and other supporting P P fire—resistive construction, provide "UL" or ins ections intended to establish dote of q P g Z documentation not reviousl submitted or acce ted. remove tools, equipment and demolished materials fabrication schedule with construction progress to except as otherwise indicated. Use finishing nails PROVIDE SEALANTS where noted on the drawings _ " n r h P install framing below sills of openings to match P Y P Warnock Hersey tested a d labeled p educts t at FIRE—RATED OPENINGS: Com I with NFPA Standard substantial com letion. Com I with lass roduct from the site. avoid delay of Work. for finish work. Select fasteners of size that will and at the followin locations: p y P P Y 9 P framin re uired above door heads. � g are acceptable to local authorities having � g q • SUBMIT FINAL LIEN RELEASE, Contin ent aril u on not penetrate members where opposite side will be Control joints in ceilings, soffits and other No. 80 and local codes for installation of hardware manufacturers recommendations for final cleaning. W 9 Y P jurisdiction. LO receipt and bank clearance of final payment MATERIALS: Provide steel plate, shapes and bars exposed to view or will receive finish materials. overhead surfaces in fire—rated assemblies. Provide only hardware INSTALL SUPPLEMENTARY FRAMING, runners, furring, � N amount. SECTION 03 30 00 — CAST—IN—PLACE CONCRETE meeting ASTM A36, steel pipe meeting ASTM A53 — Make tight connections between members. Install Joints at Ceramic Tile Work which has been tested and listed by UL or FM in blocking and bracing at opening and terminations V_ SOLID—CORE FLUSH WOOD DOORS: Aso Custom com liance with re uirements of door and door SECTION 09 21 16 — GYPSUM BOARD ASSEMBLIES in the work grade A schedule 40, and steel tube meeting ASTM fasteners without. splitting of wood; predrill as Joints between plumbing fixtures and walls, P q , and at locations required to support • dj Grade 5 Ply hardwood face veneer solid core units, frame Vabels. fixtures, e ui merit heav trim O � A500. For materials that will be exposed to view, required. Anchor.and.nail as shown, and to comply floors, and counters. q p , services, SUBMIT THE PUNCH—LIST(s) with the Contractor's PROVIDE concrete for new floor slabs (where as manufactured by VT Industries or equivalent, Y O CO provide materials that are free from surface with Table 2304.9.1 Fastening Schedule of the Pipes, sleeves, conduits, duct and other wall PROVIDE screw—type gypsum drywall with metal furnishings and similar work which cannot be I'` cri signed statement indicating that all items have required), for patching existing floor slabs, where - with species of face veneer as indicated on the bolts and been completed or otherwise resolved for installation of new plumbing and electrical lines blemished, pitting, rolled trade names, and � international Bui1'ding��Code. penetrations FASTENERS: Provide necessary screws, framing systems) where indicated on the drawings, adequately supported directly on gypsum board W *— Drawings i..... 0, acceptance. require removal of existing concrete materials, and roughness. other fasteners of suitable size and type to as specified herein, and as needed to meet the alone. for concrete curbs when shown on the drawin s. SECTION 06 20 01— FINISH CARPENTRY ACRYLIC — LATEX SEALANT (metal door frames to anchor hardware in position for long life under requirements of the construction shown in the � 4 9 INSTALL doors to comply with manufacturers hard use. Provide concealed fasteners for hardware W • FASTENERS shall be zinc—coated fasteners for INSTALLATION dr wall & other interior joints ermanentl Contract Documents. GENERAL GYPSUM BOARD INSTALLATION SUBMIT EVIDENCE OF CONTINUING INSURANCE Y � 1 )� P Y instructions. Fit doors to frames with uniform P REQUIREMENTS: COVERAGE com I in with re uirement of the CONCRETE MATERIALS: ASTM C-150, T e 1, exterior use or when built into exterior walls as flexible emulsion t e, nonstainin and nonbleedin units which are ex osed when door is closed. W .— p y g q YP yp 9 9' clearances and bevels. Machine doors for hardware, D 00 Contract Documents. Include certificates of Portland cement, with ASTM C-33 sand and follows: INSTALL finish carpentry and casework where noted recommended b manufacturer for eneral interior METAL STUD FRAMING: Provide ASTM C 645 studs Bolts and Nuts: Re ular hexa on head t e, ASTM on the Drawin s and ass ecified herein. T icall Y g if required. Seal cut surfaces of door edges after KEYING: Provide all locksets ke ed alike, r insurance for roducts and com leted o erations crushed stone a re ates, mixed to rovide 3000 g g YP g P YP y' ex osure. y of 0.018 inch (25 gage) x 3-5/8 depth unless INSTALL insulation where indicated, prior to gypsum W o0 p p p 99 9 P P fittin and machinin Refer to Division-9 section A-307 Grade A. finish carpentry ,terns will be furnished g g' masterkeyed to Landlords system. Provide 6 total otherwise noted. Provide runners matchin studs board unless readil installed after board hos been O when required. PSI minimum compressive strength at 28 days. " g � Y Q d' La Bolts: S uare Heat t e, FS FF—B-561. un—assembled. Painting for finishing requirements. Chan e—ke s to Owner. g q YP SANITARY SILICONE SEALANT (interior ceramic the 9 Y of type recommended by stud manufacturer for installed. Locate exposed end—butt joints as far � cD WELDED WIRE FABRIC: ASTM A-185 welded steel Machine Screws: Cadmium plated steel, FS FF—S-92. floor and ceiling support of studs, and for vertical from center of walls and ceilings as possible, and J CO SUBMIT WRITTEN CERTIFICATION that: (1) the Plain Washers: Round Carbon Steel FS FF—W-92. UALITY STANDARDS: Com I with "custom rade" Joints & of plumbing fixtures to wall surface): ADJUSTING: Rehang or replace doors which do not AT FIRE—RATED DOORS rovide UL—listed surface abutment of dr wall work at other work. Provide r n I s han 1'-0" in a1 ernate courses W t� Q p y g P y stagge of est t wire fabric, min. 6 x 6 — W1.4/W1.4 Comply with ASTM C 920 Type S swin or o erate free! Refinish or re lace doors Contract Documents have been reviewed, (2) the To le Bolts: Tumble win t e, FS FF—B-588, T e, re uirements of a licable revisions of the g P y' p mounted closers and UL—listed head jamb ' gg g yP yp q PP P /J 0.032 inch (20 gage) hot—shaped furring members of board. Install ceiling boards in the direction and 0 � Work has been inspected for compliance with the class and st le as re uired. �, (single—component) and Grade NS (nonsag), Class damaged during installation. Q. Y q Architectural Woodwork Institute (AWI) Quality gosketing in addition to hardware indicated in er ASTM C 645. Provide stud manufacturers manner which will minimize the number of J Contract Documents, 3 the Work has been MOISTURE BARRIER: 10 mil thick sheet meeting 25, white colored unless otherwise indicated p ( ) ASTM E 1745 — Class A. Lock Washers: Helical spring type carbon Steel, FS Standards". ( ) Schedule below. standard clips, shoes, ties, reinforcements, end—butt joints, and which will avoid end joints in LO completed in accordance with the Contract FF--W-84. mildew—resistant, acid—curing silicone sealant. PROTECT doors as recommended by door LO Documents, 4 e ui ment ands stems have been Drilled—In Ex ansion Anchors: Ex ansion anchors Available Products include: manufacturer to ensure that wood doors will be fasteners and other accessories as needed fora the central area of each ceiling. Stagger end O ( ) q P Y P P FASTENERS AND ANCHORAGES: Provide nails, screws CLOSERS: Provide units only with high—strength, complete stud system. Joints at least 1'-0". 0 SELF—LEVELING FLOOR TOPPING: Provide Ardex Dow Cornin Cor oration; 786 Mildew without damn e or deterioration at time of T— tested in the presence of the Owners complying with FS FF—S-325, Group VIIi (anchors, and other anchorin devices of the t e, size, g p g cast—iron bodies, tamper resistant regulating SD—L topping at all floor surfaces too rough or g YP Resistant Substantial Completion. screws fors eed back—check and latch s eed representative and are operational, and (5) the expansion, [nondrilling]), Type I (internally threaded material, and finish required for applica#ion P � P � SUSPENDED STEEL FRAMING — GENERAL: Comply INSTALL WALL/PARTITION BOARDS vertically to avoid too un—even to finish with the indicated materials. GE Silicones; Sanitary SCS1700 Work is completed and ready for final inspection. tubular expansion anchor); and machine bolts indicated to provide secure attachment, concealed and with all—temperature fluid. with ASTM C 754 end—butt joints wherever ossible. At stairwells and Install topping in accordance with manufacturers Tremco; Tremsil 200 FIELD—FINISHED DOORS: Refer to Division-9 section J P complying with FS FF—B-575, Grade 5. where possible, and complying with applicable " „ similar high walls, install boards horizontally with THIS DRAWING hos been re ared b the Architect, or directions. Painting for finishing requirements. P p y OWNER'S ACTION: Following final inspection, the quality standards. STOPS: if a wall stop is not possible to install, WIRE HANGERS: ASTM A 641 Class 1 zinc coating, end joints staggered over studs. prepared under his direct supervision as on instrument JOINT BACKER: Use only those back—up materials „ „ of service and is intended for use arily on this project. All Owner will either prepare the certificate of final SECURITY MESH (at all drywall demising partitions provide a floor stop equal to Ives 438 x 626 soft temper, 0.162 (8 gage) diameter wire at Drawin9s, Spd is i tendo ideas anal deli nthi includin the INSTALLATION: Comply with ACI 304 Recommended which are specifically recommended for this 9 9 acceptance, or will advise the Contractor of work around store u to 10 ft AFF : Flattened ex anded CONDITION wood materials to average prevailing _ or equal where scheduled below. 4'—O" cc max t icall or as otherwise indicated. INSTALL EXPOSED GYPSUM BOARD with face side overall layout,form, orrongement,anal compos�t�on of sp.aces Practice for Measuring, Mixing, Transporting, and p ) p installation by the manufacturer or the sealant SECTION 08 31 00 ACCESS DOORS & PANELS YP y and elements portrayed, constitute the original, unpublshed � which must be performed before the certificate will carbon—steel mesh constructed of .042 inch (18 humidity conditions in installation areas. Discard used, and which are non—absorbent and out. Do not install imperfect, damaged or damp Work of the Architect. Any reproduction, use, or disclosure of be issued. Placing Concrete , and as herein specified. install „ units of material which are unsound, warped, _ INSTALL hardware items at heights as CONCRETE FASTENERS: Post—installed, ex ansion boards. Butt boards together for a light contact at the information contained herein without the written consent on re rk m ch n m i i i in gage) carbon steel with 1/2 spacin of perforated non staining. PROVIDE access doors for access to valves, p of the Architect is strict rohibited. c c to Wo to at a d eet ex st ng adjo n g g bowed, twisted, improperly treated, not adequately recommended by the Door and Hardware Institute t e anchors fabricated from corrosion—resistant ed es and ends with not more than 1 16 o en h p REINSPECTION FEES: Should the Owner or Architect surfaces. openings — in 10 foot tall units: Ametco Flattened controls, signage, and other concealed items YP g p © 2013 H.C.KLOVERARCHITECT seasoned or too small to fabricate work with and as required by ADA, except as specifically materials with holes or loos for attachin han er s ace between boards. Do not force into lace. 1 2 x 18 .039 inch thick flattened ora roved INSTALLATION: Clean Joint surfaces immediately requiring maintenance. P , g g P P THE ARCHITECT t)ISCLAIMS res nsibilit for the existin buildin erform re—ins ections for either Substantial / # ( ) pp minimum of joints or optimum jointing required to comply with local codes. Install wires and ca able of sustainin a load e ual to 5 y g g P P ( TROWEL FINISH: Apply trowel finish to slab surfaces equal. before installation. Prime or seal joint surfaces as P 9 q structure,site conditions, exis�ng construction elements,a any Com letion or for Final Com letion due to the arrangements, or which are of defective recommended b manufacturer. Com 1 with hardware in compliance with the manufacturers times that im osed b construction er ASTM E LOCATE either ed e or end joints over su orts, documents,drawl s or other inshments sed fo a�ny ori of this P P ) P Y P 9 J P P n4 P p that are to be exposed to view and to slab manufacturer with res ec# to surfaces, sizes or Y P y ACCESS DOORS AND FRAMES: 0.032 inch (20 gage) Project which do not bear the Architects seal. The Architect's failure of the Work to comply with the claims of P instructions and recommendations. Set units level, 488 testin except in horizontal applications or where owes ore undertaken on in the interest of the Project Owner. No surfaces that are to be covered with resilient WIRE MESH ABOVE 10 FT: ASTM A-185 welded steel manufacturers Instructions. Fill sealant rabbet to a flush face ane) door with 0.053 inch 16 a e g �' t status of completion made by the Contractor, the patterns. P ( g ) plumb and true. Consult with owner as to keying intermediate supports or gypsum board obligotion is assumed by the Archled far the benelit at any other entity. flooring, carpet, ceramic or quarry tile, wood wire sheet (not rolled), min. 6 x 6 — W2.9 x 2.9 slightly concave surface, slightly below adjoining concealed flange frame for flush drywall instructions. — black—blockin is rovided behind end joints. RELATED DOCUtdENTS: This Drawin �o sin le component of on Owner will compensate the Architect for such surfaces. Where horizontal oints ore between a COLD—ROLLED CHANNELS: 0.053 inch (16 gage) 9 P 1 9 g flooring or other floor finishes. Provide BACKPRIME all woodwork with a sin le sealer coat J installation, baked enamel finish inside and prime inlegraled set of fonstructon Documents. General anal Supplementary additional services and will deduct the amount of _ �• „ g horizontal surface and vertical surface, fill joint to bare steel thickness, with minimum 1/2—inch— Position boards so that both tapered edge joints Conditions of the Contract,General Requirements,Spedficohons and finished surface {ane tolerance not exceedin i 8 BURGLAR BARS: 3 8 diameter steel bars framed of lac uer or varnish com I in with a licable J finished outside far field painting. Provide 10 x 10 such compensation and the Owners direct costs P g / / q P Y 9 PP ADJUST and check operation of every unit. Replace wide flan e 1-1 2 inch dee t icor)) . abut, and mill—cut or field—cut end joints abut. other Drawings may affect the Work described. falure to review and in ten 10 feet, in two different an les. with an o enin no neater than 8 x 8 to s an finishin re uirements in D+'vision — 9 Sections of form a minimum 1/4 radius convex cove, so inch minimum size unless otherwise indicated, as 9 / P YP Y integrate the deign intent al the whole of the Construction Documents from the final a ment to the Contractor. ( } g P g g P g q units which cannot be adjusted to operate freely Do not place tapered edges against cut edges or does not relieve the Contractor from providing o complete Project. P Y an buildin o enin lar er than 12" x 12" or 12" these S ecifications for rimers and a lication. that joint will not trap moisture and dirt. manufactured by Milcor, JL Industries or equivalent. y g p g g P P PP and smoothly. ends. Stagger vertical joints over different studs fA1�l1f WITH al laws,codes,ordinances and r ulotior�s with oulhoriC�es PROTECT the fresh) {aced concrete from Provide concealed spring—type hinge opening to HAT—SNAPPED FURRING CHANNELS: 7/8 inch e9 Y P in diameter, including openings for ductwork at all on opposite sides of partitions. having jurisdiction and with requirements of the Landlord,if a�Iicoble. _ premature drying from wind, excessive cold and hot roof—top HVAC units, secure) attached to buildin INSTALL the Work plumb, level, true and straight CLEAN UP: Do not allow sealants to overflow joints 175 degrees minimum, with flush screw driver minimum deep ASTM C-645 rigid units of 0.0312 Do rot start Work until al permits and required approvals ore'obtoined. SECTION 02 22 00 EXIST. CONDITIONS Y g or to s ill onto adjoinin Work, or to mi rate into o erated lock with metal cam. inch 20 a e minimum commercial steel sheet VERIFY ACTUAL CONDITIONS and dimensions ria to construction. temperature, and maintain for a period of time structure. with no distortions. Shim as required using P J g . g P SECTION 08 80 00 — GLAZING ( g g ) ATTACH sum board to framin and blockin as p ASSESSMENT voids of ex osed finishes. Clean ad'oinin surfaces � gYP g g Commencement of work constitutes verification anal acceptance of all necessary for hydration of cement and proper concealed shims. install to a tolerance of 1 8 in P J g with manufacturers standard corrosion—resistant re uired for additional su ort at o enin s and existin conditions / q P P P 9 9 Appf�coton al a melena)ar equ�ment item to Work hardenin „ by whatever means may be necessary to eliminate INSTALL plumb, level and square, in accordance WORK INCLUDED: Provide lass and lazin as zinc coating. cutouts. Form control oints and ex ansion o d inslolW by others constitutes acceptance of lhot Work,and ossumption REVIEW EXISTING FLOOR SUBSTRATE elevations and g' SHOP PRIMER: Manufacturers standard rust— 8 —O for plumb and level, with 1/16 maximum , 9 9 9 J P J of res nsibilit fo sotisloclo installation. „ evidence of spillage. with manufacturers installation instructions. p° y ry conditions to verif if an of the followin exist: inhibitin rimer; corn atible with finish coats of offset in flush ad'oinin surfaces and 1 8 shown on the drawings, as specified herein, and with space between edges of boards, prepared to li Y Y 9 g P P ) 9 / DIiENSIONS SNDWN are to fitWsh face al o molerid unless alherwse ind�coted CURBS: Where concrete curbs are indicated on the Coordinate installation and filed finishing with work os needed to meet the re uirements of the TYPICAL EXPOSED GYPSUM BOARD: T e X fire receive trim accessories. Cover both faces of steel Variation of over 1 2 inch or more over paint. Coordinate selection of metal primer with maximum offsets in revealed adjoining surfaces. q YP ( CALgAAIE hFASIIRE dimensias-DO tl0t SGIf�arirgs udess dhelrise dxected � / Drawin s, stri forms while concrete is still neon CURE AND PROTECT: Cure sealants in compliance of other trades. Adjust hardware and o enation. °° g p g finish oint re uirements s ecified in Scribe and cut to fit ad oinin work and refinish J P construction. resistant) with tapered long edges, 5/8 thickness, stud partition framing with gypsum board in �, entire floor area P q P j 9 and steel—trowel surfaces to a hard, dense finish with manufacturers instructions and Repair or replace damaged units. exce t where otherwise indicated, in maximum Division 9. cut surfaces or re air damn ed finish at cuts. P concealed spaces (above ceilings, etc.), except in p r 0 J e C t t I t � e Slopes of over 1/8th inch in 10 feet in any with corners, intersections and terminations sli htl p g recommendations, to obtain high early bond 9 Y GLAZING STANDARDS: Comply with recommendations length available which will minimize end joints. chase walls which ore properly braced internally. area rounded. . . strength internal cohesive strength and surface Rou h or un—stable floorin substrates FABRICATION and installation shall conform to the INSTALL STANDING AND RUNNING TRIM with minimum of Flat Glass Marketing Association (FGMA) "Glazing 9 9 durability. Replace or restore sealants which are SECTION 08 33 26 — OVERHEAD COILING GRILLES re uirin extensive re air latest AICS Specifications, and perform ail number of joints possible, using full— length pieces Manual" and "Sealant Manual" except where more TILE BACKER BOARD (behind all wall tile and tile ISOLATE perimeter of non—load—bearing drywall `o 9 9 P damaged or deteriorated during construction period. „ „ � shop—welding by an AISC—Certified steel fabricator. to the greatest extent possible. Stagger joints in stringent requirements are indicated. Refer to base): 5/8 thick DenShield Fireguard by partitions at structural abutments. Provide 1/4 to � SECTIQN 05 40 00 — COLD—FORMED MTL FRAMING Protect installed sealants from damage from INSTALL Owner—furnished overhead coiling grilles REVIEW CONDITIONS of other existing construction Form Work true to line and level with accurate adjacent and related members. Cope at returns, those publications for definitions of glass and Georgia—Pacific in 4 foot wide panels by maximum 1/" space and trim edge with J—type construction operations until owner occupancy. where indicated on the Drawings and as specified l� angles and surfaces. Ease exposed edges to a miter at corners, and use scarf joints for glazing terms not otherwise defined in this section length possible, complying with ASTM C 1177 with semi—finishin ed e trim. Seal joints with LO elements to be reused in the new construction, and WORK INCLUDED: Provide cold—formed metal framing herein. Units will be a complete operating g g J W verif that the will rovide on acce table substrate radius of approx. 1/4 unless otherwise shown. Weld end—to—end joints (butt—joints are not permitted), assembl includin curtain, uides, lockin or other referenced standards. glass mats both sides and long edges, with acoustical sealant. Do not fasten drywall directly to 4# y y P P as shown on the drawings, as specified herein, and corners and seams continuous) co in connections, YP � stud s stem runner tracks. w for new materials and finishes indicated. Y� P 9 to rovide ti ht fittin oints with full surface y g g g water—resistant treated core. Provide T e S-12 as needed to meet the requirements of the P g g J SECTION 08 11 00 — METAL DOORS & FRAMES hardware, operators and installation accessories Y unless otherwise indicated. Grind exposed welds contact throughout length of joint. INTERIOR SINGLE—PANE SECURITY/SAFETY GLAZING: bugle head, self—topping, rust—resistant, fine Q Q construction shown in the Contract Documents. where indicated. REPORT all un—acce table substrate or existin smooth and flush to match and blend with adjoining Provide in ail "framed" lass doors, windows and thread panel anchors. SPACE FASTENERS in gypsum boards in accordance p g PROVIDE metal door frames and hollow metal 9 111_ materials to the Owner in writin before roceedin surfaces. Provide shop coat of red oxide primer and GRAIN MATCHING OF NATURAL FINISHED WOODS: doors, where noted on the Drawin s and as TAKE FiELD MEASUREMENTS and examine conditions storefront systems, consisting of 1 pone of with referenced standards and manufacturer's cn g P g SYSTEM COMPONENTS: Provide standard steel runner 9 with new construction Work. touch—up at project site as required. Form exposed When grain character or color variations are s ecified herein. Com I with a licable of substrates, su orts, and other site conditions. laminated safety glass with a .030 inch thick clear JOINT TREATMENT AT TILE BACKER: "Dow Corning" recommendations. On partitions/walls apply gypsum M p tracks, blocking, lintels, clip angles, shoes, connections with hairline oints flush and smooth p p Y pp pp reinforcements, fasteners, and accessories as J noticeable, select and arrange woodwork requirements of the Steel Door Institute Do not proceed until unsatisfactory conditions are polyvinyl butyl Interplay layer (tempered glass units 795, Pecora 895, GE Silicone Silpruf Sealant, board vertically (parallel), unless otherwise ® Q N using concealed fasteners wherever possible. Use components on each wall for the best visual recommended by manufacturer for applications "Recommended Specifications: Standard Steel Doors corrected. are not acceptable). Minimize glazing unit sizes or "Tremco" Dymonic joint sealer with 2" wide 10 indicated, and provide sheet lengths which will N SECTION 02 41 19 — SELECTIVE DEMOLITION exposed fasteners of type shown or, if not shown, matching of adjacent units. Install with uniform and rovide heat stren thened units onl where x 10 lass mesh uick tae or e uivalent, and � indicated, and as needed to provide a complete and Frames. p 9 Y 9 q P q minimize end joints. Fasten gypsum board supports w metal framin s stem. Phillips flat—headed (countersunk) screws or bolts. tight joints between members. INSTALL grille unit and operating equipment and required by code. finish with "G—P" Gypsum setting—type joint with screws. � WORK INCLUDES removal and le al dis osal of g Y g p �� controls cam tete with all necessar hardware in cam aurid Q existing construction items specified to be removed ROUGH HARDWARE: Furnish bent or otherwise custom ANCHOR to blocking or directly to substrate with EXTERIOR DOORS: 53 Inc thick insulating P y P Q STEEL FOR 0.042 INCH THICK (18 GAGE) AND assembl , with 0.053 inch thick (16 gage) accordance with manufacturer's instructions. Upon EXTERIOR DOUBLE—PANE SECURITY/SAFETY GLAZING: DIRECT—BONDING TO SUBSTRATE: Where necessary � � Q herein, noted to be removed within the Drawin s, fabricated bolts, lates, anchors, han ers, dowels countersunk, concealed fasteners and blind nailin Y g LIGHTER UNITS: commercial quality steel sheet with P g g cold—rolled hot—di ed alvanized sheet steel faces completion of installation including Work by other Provide in all exterior doors, windows or storefront TRIM ACCESSORIES: Provide manufacturer's standard to install gypsum board adhered directly to a []�/ cn tY or as otherwise required to be removed to and other miscellaneous steel and iron shapes as where possible. Anchor to metal studs (where f a minimum yield point of 33,000 psi; per ASTM both sides, flush tP pe with top, bottom and all trades, lubricate, test and adjust unit to operate systems, consisting of 1—inch thick dual—sealed trim accessories of types indicated for drywall substrate (other than studs, joints, urr�ng (D z Q facilitate construction activities. The Work includes A-446, A-570, or A-611. required for framing, supporting or anchoring. blocking does not exist) using adhesive and f ll I Yan round smooth. Provide easily, free from warp, twist or distortion. insulated loss assembl constructed of two 2 work, formed of alvanized steel unless otherwise members or base la er of sum board , corn I all items indicated on the drawin s to be removed re—drilled countersunk trim—head screws. Fill edges u y we deal d g 9 Y ( ) 9 Y gYP ) P Y o � g P wee holes at bottom to allow esca e of each la ers of laminated safet loss each ane indicated, with either knurled and perforated or with gypsum board manufacturers F® Z � or not intended to be reused and the followin as „ „ PROTECT finishes of metalwork durin construction r wi h od u t match surface finish of p P , Y Y 9 ( P ) ' g' PUNCHED C — SHAPE STUDS: standard g ecess t wo p tty o entra ed moisture. Door ane) shall rovide INSTRUCT OWNERS PERSONNEL in proper operating with a .030 inch thick clear polyvinyl butyl expanded flanges for nailing and beaded for recommendations, and temporarily brace or fasten � Z applicable: period by use of temporary protective coverings. wood. pp P p load—bearing steel studs of size indicated, with thermal insulatin resistance factor of not less procedures and maintenance scheduling. inter la la er tem erect lass units are not concealment of flanges in joint compound. Provide gypsum board until fastening adhesive has set. Storefront and si n fa ode Remove rotective coverin at time of Substantial 9 P Y Y ( P 9 � � 9 ' P g corner beads, L—type edge trim—beads, U—type � 1.625 flange and flange return lip. Provide Com letion. Restore finishes damn ed durin than R-11. acceptable). Provide a pyrolitic low—E coating on Existing ceilings, carpeting and raised platforms P 9 9 INSTALL CASEWORK without distortion so that edge trim—beads, special L—kerf—type edge INSTALLATION OF DRYWALL TRIM ACCESSORIES: Q Existin casework and counterto s minimum 0.032 inch thick (20 gage) units, or as installation and construction period so that no cabinet doors and drawers fit o enin s ro erl the 2 surface of the assembly, providing a Q g p noted on drawin s p g p p Y EXTERIOR FRAMES: 0.053 inch thick (16 gage) SECTION 08 42 26 — ALUMN. FRAMED STOREFRONT trim—beads. Stapling of trim accessories will not Where feasible, use the same fasteners to anchor HVAC, plumbing & electrical systems not utilized in 9 evidence remains of correction work. Return items and are accurately aligned. Adjust hardware to minimum 0.70 Solar Heat Gain Coefficient. Minimize be permitted. trim accessory flanges as required to fasten remodeled buildin that cannot be refinished in the field to the shop; center doors in o enin s and to rovide free hot—dipped galvanized cold—rolled steel, fully glazing unit sizes and provide heat strengthened g P g p INSTALL framing members with accessory parts anal gypsum board to the supports. Otherwise, fasten PROVIDE PRIME COAT FiNiSH: one coat of make re uired alterations and refinish entire unit or welded. Provide minimum of 4 goly. wire type, units onl where re uired b code. Provide a vi 9 operation. Complete installation of hardware and hardware as furnished b the Owner, and rovide Y q Y CONTROL JOINTS: Provide 2 — standard L—type flan es b nailin in accordance with she a lied red—oxide, zinc—chromate, or other rovide new units. corrugated sheet metal or expansion type anchors y P 10— ear minimum warrant on all insulatin lass g y g EXISTING CONDITIONS: The Owner assumes no P— PP P accessory items indicated. Install tops securely to Y Y 9 9 similar rust—inhibitive rimer, unless otherwise per jamb. all glazing for aluminum—framed storefront, where edge trim beads, in lieu of manufacturers manufacturers instructions and recommendations. op responsibility for the actual condition of items or P base units and other support systems. J indicated on the Drawings, and as specified herein. units. standard one—piece control joint beads. Install metal corner beads at external corners of p structures to be demolished. noted. ISOLATE non—food bearing metal framing to structure with double, deep—leg U—shaped nested steel tracks ANCHORAGE TO GLASS: Where woodwork is indicate INTERIOR METAL DOORS: 1-3/4 in. thick with GLAZING TAPE: Preformed butyl—based elastomer;c drywall work. ' SAFETY GLASS STANDARD: Provide tempered glass JOINT COMPOUND: ASTM C 475; On interior work SALVAGEABLE ITEMS of value must be removed from INSTALL in accordance with manufacturer's printed typically. to be mounted to lass, provide 3M's "VHB Double minimum 0.042 inch thick (18 gage) cold—rolled tape with solids content of 100%, complying with 9 components that comply with ANSI Z 97.1 and provide single multi—purpose grade, ready—mixed INSTALL METAL EDGE TRIM whenever edge of the site as work progresses — storage or sale of or written instructions and recommendations. Install sheet steel faces, flush type with visible edge ASTM C 1281 and AAMA 800. p r 0 J e C t t1 U m b e r removed items on site is not permitted. The Owner runner tracks sized to match studs. Align Backed Clear Tape . Clean glass with alcohol and testing requirements of CPSC 16 CRF Part 1201 vinyl—type, with perforated type paper joint tape. gypsum board would otherwise be exposed or remove all dust from wood trim with tack—cloth seams. for Category I1 materials. semi—exposed. Provide type with face flange to 12007.052 reserves the right to retain any salvageable item. accurately to layout at base and top. Secure track SECTION 06 10 00 — ROUGH CARPENTRY MISCELLANEOUS GLAZING MATERIALS: Provide prior to installation. GYPSUM BOARD FASTENERS: Gypsum Board Screws: receive Joint compound. Install L—type trim where � as recommended by manufacturer for type of DRYWALL KNOCK—DOWN FRAMES: Minimum 0.053 cleaners, primers and sealers, setting blocks, d r a w I n i S S U a n C e PROTECTION: Provide tem anon barricades and construction involved, exce t do not exceed 24" PROVIDE wood Hailers, blocking, backfin , and INSPECT COMPONENTS for damage upon delivery. s acers and ed e blocks of size and shoe ASTM C 1002. work is tightly abutted to other work, and install g P Y P g REPAIR DAMAGED and defective finish car entr (16 gage) cold—rolled steel, with 3 resilient P 9 P P y Unless minor defects in metol components can be special kerf—type where other work is kerfed to other forms of rotection to assure safe assn e o.c. s acin for nail or owder—driven fasteners, or plywood required for completion of the Work, which bum ers on each strike amb, units to be complying with referenced glazing standards, and LANDLORD/PERMIT/BID SET 01.09.12012 P p g �� P g p h h work wherever possible to eliminate defects P J repaired to the Owners satisfaction, remove and with re uirements of lass manufacturer for MISCELLANEOUS MATERIALS: Provide auxiliary receive long leg of L— type trim. Install U—type of persons around area of demolition work, and to 16 o.c. for other types of attachment. Provide is generally not exposed; w ere noted on t e functional) and visual) , where not ossible to reinforced with integral tobs for secure locking of q g materials for sum dr wall work of the t e and ' Drawin s and as s ecified herein. y Y P replace damaged components. a lication indicated. gYP Y YP where edge is exposed, revealed, Basketed, or d r A W I n g r e V I S I 0 n S protect people from injury. fasteners at corners and ends of tracks. Set studs 9 P re air ro erl re lace woodwork. Ad'ust joiner jamb to head, complying with SDI-100. Provide pp rade recommended b the manufacturer sum lumbi exce t as needed for alio anal bracin or P P P Y� P J 1 Y 9 Y gYP sealant—filled (including expansion Joints). P P 9 9 for uniform appearance. .043" (18 gage) drywall frame anchors welded to FIELD MEASUREMENTS: Check opening dimensions boards. No. Description: Date: INSPECT areas in which work will be performed required for non—plumb walls or warped surfaces LUMBER: Comply with PS 20 of "American Softwood frame, 4 anchors per jamb minimum. WATERTIGHT AND AIRTIGHT INSTALLATION of each by accurate field measurement before fabrication. lass roduct is re uired, exce t as otherwise INSTALL METAL CONTROL JOINTS above both sides prior to commencement of demolition work. and similar requirements. Anchor ends of Lumber Standard" and with applicable grading rules CLEAN UP ex osed and semi—ex osed surfaces. g P q P INSTALLATION P P Show recorded measurements on shop drawings. shown. Each installation must withstand normal of all door frames, and as otherwise required not stiffeners to supporting structure, where stud of inspection agencies certified by the ALSC board Touch—up shop applied finishes to restore GENERAL FABRICATION: Fabricate steel door and Coordinate fabrication schedule with construction LOCATE, IDENTIFY, STUB OFF, AND DISCONNECT s stem abuts structural columns or walls. of Review. Provide dressed lumber, S4S t icor)) , frame units to be ri id, neat in a earance and temperature changes, wind loading, impact loading to exceed a 30'—O" maximum uninterrupted Y YP Y damaged or soiled areas. 9 PP ro ress to avoid dela of the work. Where PREPARATION FOR METAL SUPPORT SYSTEMS: existin utilit and service lines that are not to „ P g y surface. 9 Y seasoned with 19% moisture content for sizes 2 or free from defects, warp or buckle. Where (for operating sash and doors}, without failure necessary, proceed with fabrication without f . Coordinate work with structural ceiling work to remain. Provide b ass connections as re uired INSTALL SUPPLEMENTARY FRAMING, blockin and less. ADJUST oine for uniform a earance. Clean, ossible, including loss or breakage of glass, ailure of ensure that inserts and other structural anchora e INSTALLATION OF DRYWALL FINISHING: A pl Y P q g j ry pp p fit and assemble units in manufacturer's measurements, and coordinate fabrication 9 to maintain continuit of service to other areas of bracin in metal framin s stem wherever indicated sealants or gaskets to remain watertight and P Y Y 9 9 Y lubricate and adjust hardware for smooth plant. Shop prime all hollow metal doors and tolerances to ensure proper fit. provisions have been installed to receive ceiling airtight deterioration of glazing materials and treatment at gypsum board joints (both directions), the building, if necessary. to support fixtures, equipment, services, casework, FIRE—RETARDANT TREATED WOOD: Provide fire—labeled operation. Re—hang or replace doors which do not frames. hangers. Furnish steel deck hanger clips and flan es of trim accessories, enetrations, fasteners heav trim and furnishin s, and similar work wood with minimum flames read ratin of 25, at swin or o erate free) . Clean casework on other defects in the work. 9 P Y 9 P 9 9 P Y FASTENERS: Aluminum, non—ma netic stainless similar devices to other trades for installation well PERFORM demolition work in a systematic manner. requiring attachment to the wall or partition. Where the followin locations: 1 blockin concealed within ex osed and semi—ex osed surfaces. Touch—u HARDWARE PREPARATION: Unless otherwise indicated g heads, surface defects and elsewhere as required g ( ) 9 P P P � steel, or other materials warranted b in advance of time needed for coordination with Use such methods as re uired to corn lete the t e of su lementar su ort is not otherwise Y COMPLY with FGMA Glazin Manual and to prepare work for decoration. Prefill open joints q P YP PP Y PP metal framed drywall partitions in non—combustible shop applied finishes to restore damaged or soiled all doors and frames shall be mortised and manufacturer to be noncorrosive and cam atible g other work. work required in accordance with requirements of indicated, com I with stud manufacturer's 2 framin & blockin located above areas. reinforced for hardware in the factor , P manufacturers instructions and recommendations. and rounded or beveled edges, using type of P Y construction; ( ) g g Y with aluminum components. Exposed fasteners shall compound recommended by manufacturer. Apply governing regulations. Provide shoring, bracing, or recommendations and industry standards in each finished ceilings; and (3) blocking within fire—noted g Use manufacturers recommended spacers, blocks, / p su ort to revent movement, settlement or match finish of members and hardware bein INSTALLATION OF WALL PARTITION SUPPORT r 0 f e S S i 0 n a I S e a „ joint tape at joints between gypsum boards, PP P case, considerin wei ht or loadin resultin from PREFIT doors at factor with clearance of 1 8 at primers, sealers, gaskets and accessories. SYSTEMS: Install su lementar framin , blockin g g g g demising walls. Y � � / fastened. pp Y g g except where a trim accessory is indicated. Apply collapse of adjacent construction to remain. item supported. SECTION 07 50 O1 — ROOFING MODIFICATIONS vertical edges and at top, 1/8 in 2 bevel at and bracing to support fixtures, equipment, Conduct operations by means and methods to CLEAN GLAZING CHANNEL and other framing heavy trim, furnishings and similar work joint compound in three (3) coats (not including PLYWOOD BACKING PANELS: For mounting electrical lock edge, bottom clearance 3/8 without EXAMINE SUBSTRATES AND SUPPORTS for services, prevent injury to persons or damage to adjacent INSTALLATION OF WALL STUDS: Secure studs to top PERFORM CUTTING AND PATCHING of the existin members to receive lass, immediate) before prefill of openings in base), and sand between last buildin s structures other facilities. Re air lama e or telephone equipment, provide fire— retardant g threshold, 3/4 with threshold. compliance with requirements indicated, installation g y which cannot be adequately supported on gypsum �, 9 P 9 and bottom runner tracks by either welding or roof membrane, to accommodate new construction, lazin Remove coatin s which are not firm! two 2 coats and after last coat. At caused to adjacent construction at no cost to the treated plywood, APA C-D PLUGGED INT with exterior tolerances, and other conditions that affect g g g Y board alone. ( ) J screw fastening at both inside and outside flanges. and to maintain the existing roofing warranty or installation of ❑ll lass entrance. Correct bonded to substrate. Remove lacquer from metal water—resistant gypsum board base for ceramicYC.KL'OVR Owner. glue, 3/4 thick. Provide minimum 3/4 plywood, or INSTALL hollow metal doors and frames In g surfaces where elostomeric sealants are used. tile, tae and finish Joints with two 2 coats 2 x lumber material as a minimum for backin at guarantee, as applicable. unsatisfactor conditions before roceedin with the ISOLATE STUD SYSTEM from transfer of structural P J ( ) FRAME OPENINGS larger than 2 —0 square with g accordance with manufacturers recommendations. y P g installation. loading to system, both horizontally and vertically. water—resistant joint material. 3��3 grab bars. Set frames accurately in position plumbed INSTALL lass with uniformit of attern, raw, CUT EXISTING CONCRETE SLABS only with masonry double studs at each jamb of frame except where CONTACT A REPRESENTATIVE of the existing roofing g y p d bow Provide slip or cushioned type joints to attain a or concrete saws neumatic ocks—hammers are aligned, and braced securely. Fit doors accurately and roller marks. Install sealants to rovide (P 1 more than 2 are either shown or indicated in system manufacturer and perform all new roofing INSTALL cam orients in accordance with P lateral support and avoid axial loading. Install PARTIAL FINISHING: Omit third coat (if specified) ������®���Ke K$ not ermitted to be used unless written ermission FASTENERS AND ANCHORS: Provide size, type within frames, in accordance with clearances P corn lete wettin and bond and to create a p P manufacturers instructions. Install runner tracks work to maintain the existing roofing warranty. manufacturers rinted instructions and P g runner tracks at floors, ceilings and structural and sanding on concealed drywall work which is material and finish as recommended by applicable indicated herein. Sand smooth all rust or damaged P is obtained from Landlord). and ack studs above and below wall o enin s. substantial wash away from glass. Install j R 9 standards. Provide fasteners and anchorages with a areas of prime coat and apply touch—up coat of recommendations. Set units level, plumb, and true walls and columns where gypsum drywall stud indicated for drywall finishing or which requires Anchor tracks to amb studs with stud shoes orb SUBMIT MANUFACTURERS CERTIFICATION to the pressurized tapes and gaskets to protrude slightly s stem abuts other work exce t as otherwise finishin to achieve fire resistance ratin , sound J Y hot—dip zinc coating meeting ASTM A-153. cam atible rimer. to line, without warp or rack of framing members, Y � P g g IF UNANTICIPATED utilities, structural elements, or weldin , ands ace jack studs same as full—hei ht Owner and Landlord that all conditions of P P out of channel, so as to eliminate dirt and indicated. Terminate artition studs stem at ratin or to act as air or smoke barrier. Refer to g p J g doors, or trim. install all required blocking and P Y g hazardous materials are encountered, investigate studs of wall. Secure studs stem wall o enin installation, includin but not limited to ersonnel moisture pockets. ceilin s, exce t where indicated to be extended to sections on aintin , coatin and wall—coverin s in Y P 9 PRESERVATIVE TREATMENT: Water borne preservatives 9 P bracing, whether specifically indicated on the 9 P P g g g and measure both nature and extent of the frame in manner indicated. complying with AWPB LP-2, kiln—dried to 19% involved, installation conditions, construction details, Drawings or not. structural support or substrate above. Division 9 for decorative finishes to be applied to d r a W i n g t t e conflict. Submit report to the Owner in written, and materials used are in com liance with their INSTALL INSULATING GLASS UNITS to comply with drywall work. accurate detail. Pendin recei t of directive from maximum moisture content for lumber and 15% for P SPECIFICATIONS 9 P INSTALL HORIZONTAL STIFFENERS in stud system, ( wood. Treat wood cants, noilers, curbs, requirements, and that the Work erformed will be recommendations by Sealed Insulating Glass » p y blocking, p CLEAN surfaces promptly after installation, SPACE STUDS 16 O.C., except as otherwise the Owner, rearrange selective demolition schedule s aced no more than 4'-6" in vertical distance. stri in and similar members in connection with covered under the existin manufacturers warrant Manufacturers Association, except as otherwise PROTECTION OF WORK: Installer shall advise as necessary to continue overall job progress P PP g g y exercising care to avoid damage to glass and indicated. Provide runner tracks of same material Weld at each intersection. roofing, flashing, vapor barriers and waterproofing. without exceptions. specifically indicated or recommended by glass and Contractor of re uired rocedures for rotectin without dela . metal surfaces. Remove excess glazing and sealant sealant manufacturers thickness as Jamb studs. Space jock studs same q P P 9 d r a W I n g n U m e r y Treat wood sills, sleepers, blocking, furring, stripping compounds, dirt, and other substances. as partition studs. gypsum drywall work from damage and TOUCH—UP PAINTING in field using compatible and similar concealed members in contact with deterioration during remainder of construction primer for prime coated surfaces. masonry or concrete. period. . r,-� SECTION 09 30 00 — TILING CLEANING AND PROTECTION: SECTION 09 65 00 — RESILIENT FLOORING AND BASE INITIAL CLEANING: Immediately after completing the RESILIENT FLOORING FINISH: Apply one coat of MATERIAL QUALITY: Provide best quality grade of FIELD QUALITY CONTROL: The Owner reserves the ADA SIGNAGE: 8 x 8 x 1/8 inch minimum radius PRESSURE SENSITIVE VINYL (PSV): "220'Scotchcal" installation remove visible adhesive and other various types of coatings as regularly right to engage the services of an independent " b 3M or equal 2 mil minimum thickness, opaque, U o sealer/filler to striped flooring, as recommended Yp 9 9 Y gP cornered Pictorial Symbol Signs, with 1/32 rased Y q Ir— PROVIDE PROVIDE TILE WORK where indicated on the CLEANING: Upon completion of placement and PROVIDE vinyl composition tile flooring and resilient surface blemishes using cleaner recommended by by flooring manufacturer. Coordinate selection of manufactured by acceptable paint materials testing laboratory to sample the paint material non—reflecting, cast PVC film with pressure N pictogrflm symbols, 1/32 x 5/8 high upper case Drawings, as specified herein, and as needed to grouting, clean all ceramic the surfaces so they base, where noted on the drawings and as specified the manufacturers. Sweep or vacuum floor ' manufacturers. Materials not displayingbein used. Samples of material delivered to the �, sensitive adhesive backing, suitable for exterior as floor polish with Owners personel or maintenance g p raised letter text and with 1/32 Grade II Braille gM O meet the requirements of the construction shown in are free of foreign matter. Unglazed tile may be herein. thoroughly. Do not wash floor until time period manufacturers identification as a standard, project may be taken, identified, sealed, and well as interior applications, colors as noted in Cn +., q service. After application of sealer, apply initial two text. Text and pictogram to be white on dark �}� O the Contract Documents. cleaned with acid solutions only when permitted by recommended by resilient flooring manufacturer best—grade product will not be acceptable. certified in the presence of the Contractor. The material—color schedule. Die—cut copy characters * �, �1 C {2) coats of high quality, metal cross linked, colored sign panel with matte finish. Provide from PSV tile and grout manufacturers printed instructions, FIRE PREFORMANCE CHARACTERISTICS: Provide has elapsed to allow resilient flooring to become testing laboratory will perform appropriate tests as , and mount on paper backing sheet. acrylic floor polish, allowing at least 30 minutes double sided 1/32 thick Scotchmount tape for Y a TILE MATERIALS & GROUT COLORS: Refer to the but not sooner than 14 days after installation. resilient flooring materials meeting the following well sealed in adhesive. Damp mop floor being SURFACE PREPARATION: Clean surfaces of dirt, rust, required by the Owner. If test results show OC > drying time between applications. Polish and buff attaching at 60 above floor to center of signon Q O drawings for tile materials and grout colors. Protect metal surfaces, cast iron and vitreous requirements as tested by UL or other testing careful to remove black marks and excessive soil, with a sin le disk floorin machine until a hi h scale, grease, moisture, or other conditions material being used does not comply with specified 9BUILDING NUMBERS: 8 high white reverse—mount < 0 plumbing fixtures from effects of acid cleanin agency acceptable to authorities having Jurisdiction, g g g the Contractor may be directed to the wall adjacent to the latch side of a door: p g g. g y p g � .Remove any excess adhesive or other surface otherwise detrimental to formation of a durable requirements, y to interior side of gloss facing main street gloss luster Is obtained. ,,,� C] LATEX—PORTLAND CEMENT MORTAR: ANSI A118.4 Flush surface with clean water before and after in accordance with the following ASTM requirements: blemishes, using appropriate cleaner recommended paint film. Perform preparation and cleaning stop painting, remove noncomplying paint, pay for 1 each RESTROOM (at Employee Restroom) (comply with local code and regulations) Z prepackaged dry mortar mix including cleaning. CRITICAL RADIANT FLUX: 0.45 watts per square CM by resilient flooring manufacturers. procedures in accordance with paint manufacturer's testing, repoint surfaces coated with rejected paint, 1 ea: MEN or WOMEN (as applicable at } or more per ASTM E 648. PROTECT FLOORING against mars, marks, and remove rejected dint from previously pointed multiple manufacturers standard dry—polymer additive for P indentations, and other damage from construction printed instructions for each particular substrate j P P Y P p e toilet rooms) REAR SERVICE ENTRANCE DOOR: Provide PSV 0pC • addition of onlywater at the job site. FINISHED TILE WORK: Leave finished installation SMOKE DENSITY: less than 450 per ASTM E 662. STRIP EXISTING FACTORY FLOOR FiNISH by scrubbing condition. surfaces if, upon repainting with specified paint, signage indicating Company Name, Suite/Space W ti J operations and placement of equipment and 9 9 9 P Y clean and free of crocked, chipped, broken with a single disk automatic scrubbing machine the two coatings are noncompatible. PRESSURE SENSITIVE VINYL (PSV): "220 Scotchcal" fixtures during remainder of construction period. ( ) Number, and receiving hours (verify exact text with O N LATEX—PORTLAND CEMENT GROUT: ANSI A118.7 un—bonded, or otherwise defective tile work. MAINTENANCE INSTRUCTIONS: Submit manufacturers and by washing with a commercial stripping REMOVE hardware, accessories, plates, lighting b 3M or equal 2 mil minimum thickness, opaque, r Use protection methods indicated or recommended P 9 9 Y qOwners representative. Coordinate Service Entrance • � mix including manufacturer's standard recommended maintenance practices for each type solution and worm water. Do not flood floor with b file manufacturer. fixtures, and similar items in place and not to be CLEAN—UP: During the progress of the Work, non—reflecting, cost PVC film with pressure4) prepackaged 9 y Door signage with Landlord requirements, when O d- dry—polymer additive for addition of only water at APPLICATION OF GROUT SEALER: Provide file and of resilient flooring and accessory required. stripping solution or rinse water. Remove stripping finish—painted, or provide surface—applied remove from site discarded paint materials, sensitive adhesive backing, suitable for exterior as O to Y applicable. rout seal coating in full strength not diluted in solution by mopping. Rinse with clean water and protection prior to surface preparation and painting rubbish, cans and rags at end of each work day. well as interior applications, colors as noted in W M the job site. 9 9 9 ( ) P P P P P 9 PP T.. accordance with manufacturer's recommendations. EXTRA STOCK: Deliver minimum of one 1 carton wet vacuum or mop dry. operations. Remove, if necessar , for complete Upon completion of painting Work, clean window material—color schedule. Die—cut co characters ( ) SECTION 09 72 00 — WALL COVERINGS P Y P PY INSTALL signage in accordance with the approved � O Avoid overlapping, painting of items and adjacent surfaces. Following glass and other paint—spattered surfaces. Remove from PSV, and mount on paper backing sheet. shop drawings, to be level, plumb, and at height = , TYPICAL TILE—EDGE TRIM AT CARPETING: "Schluter — pp� g, over—spraying, puddling and of resilient file and twelve (12) lineal feet of base P 9 1 9 P P 9 immediately wipe off all adjacent materials of material, of each 'type and color of material completion of painting of each space or area, spattered paint or otherwise damage finish t) Schiene AE (satin anodized aluminum) in height Y p J YP WORK INCLUDES preparation of existing wall P P 9 P „ indicated, free from distortion or other defects of0 • overs ra . Maintain sealed areas dr for not less installed. SECTION 09 fib 00 — CARPET INSTALLATION reinstall removed items. surfaces. Touchup and restore all damaged or require to match tile thickness. Provide typically P Y Y surfaces for installation of new wallcovering, and BUILDING NUMBERS: 8 high white reverse—mount appearance. Remove and reinstall signage materials W ,— than 12 hours after application. defaced painted surfaces after completion of Work to interior side of lass facia main street � 00 between file and carpeting. PP installation of wallcovering fabric, as specified 9 9 that do not comply with these requirements. WORK INCLUDED: Install sheet—type carpeting and CLEAN WOOD SURFACES of dirt oil of other trades. Z -- VINYL COMPOSITION FLOOR TILE: 12" x 12" x 1/8" herein and as needed for a complete and proper , and other (comply with local code and regulations) W o0 �, PROTECTION: When recommended b the provide all accessory materials, where indicated in foreign substances with scrapers, mineral spirits,TILE GROUT SEALER: Au a—Mix Sealers Choice 15 Y thick products complying with ASTM F 1066 installation. 9 P P MOUNT plastic laminate signs directly to face of � O q manufacturer, apply a protective coat of neutral the Drawings, as required herein, and as necessary and sand a er, as required. Sand surfaces PROTECT work of other trades, whether to be Q I- PP Y P Com Composition 1 non—asbestos formulated . P P q REAR SERVICE ENTRANCE DOOR: Provide PSV door. Use double—sided foam to e to mount to c� Gold penetrating sealer or approved equal. p ( ) for a complete and proper installation. The Work pointed or not a ainst damage b painting. p .J protective cleaner to completed the walls and P p p WALLCOVERING MATERIALS: Refer to Drawings for exposed to view smooth and dust off. Scrape and P g 9 Y P 9 si nae indicating Company Name, Suite/Space smooth non—non—porous surfaces. Install ADA signs ,J C6 Manufacturer(s) and product type as indicated on 9 9 9 9 P YP 9C floors. Protect installed file work with Kroft paper includes leveling and patching of concrete floors, clean small, dr , seasoned knots and a I a thin Correct damage by cleaning, repairing or replacing, ,— P P the Drawings. Finish Schedule or Materials Schedule. Y PP Y Number, and receiving hours (verify exact text with centered at 60 inches above finished floor on :• : 0) MORTAR AND GROUTING SYSTEMS: 9 installation of carpeting, providing adhesive for coat of white shellac or other recommended knot and repainting, as acceptable to Owner. Provide g ( Y or other heavy covering during construction period „ strike side of door frame. to prevent damage and wear. glue—down installation, and providing carpet sealer before application of rimer. After priming, Owners representative. Coordinate Service Entrance wet aunt signs to protect newt painted finishes. P 9 ADHESIVE: Provide manufacturers recommended PP P P g P 9 P Y P Q. THIN—SET FLOOR TILE on concrete slab—on— rode : RESILIENT BASE: 4 high rubber, with integral coves, accessories. Door signage with Landlord requirements, when J ( 9 ) fill holes and imperfections in finish surfaces with Remove temporary protective wrappings provided by q CLEAN soiled sign surfaces and protect units from Comply with TCA Method No. F113 using latex PROHIBIT foot and wheel traffic from usingtiled topset, type as required for compatibility with adhesive, primer, and/or sealer, produced putt or plastic woad filler. Sand smooth when others for protection of their work after completion applicable. 9 P LO Portland cement mortar per ASTM A108.5 flooring material. If not indicated base color will be , expressively for use with selected wallcovering on Y P p damage unit) acceptance by the Owner. LO P floors for at least three (3) days after grouting ,s REFERENCED STANDARD: Carpet Specifiers' dried. of painting operations. At completion of O withlatex—Portland cement rout in accordance with selected b the Owner from manufacturers standard existing substrate. Provide materials which are construction activities of other trades, touch up INSTALL signage �n accordance with the approved g completed. Y Handbook by The Carpet and Rug Institute; mildew—resistant and non—stainin to wallcoverin shop drawings, to be level plumb, and at hei ht Ir- ANSI ANSI A108.10. Attach tile base to casework using a color range, as manufactured by one of the 9 9 P 9 , P 9 complete with recommendations which can be PRIME, STAIN, OR SEAL WOOD to be painted and restore damaged or defaced painted surfaces. SECTION 12 32 00 — MANUFACTURED CASEWORK P g g reasonably applied to es of carpeting work immediatelyupon delivery. Prime edges, ends, indicated free from distortion or other defects of full—s read of organic adhesive with a notched following manufacturers: BEFORE FINAL INSPECTION remove protective Y PP YP P g PREPARATION: Acclimatize wall covering materials by P Y 9 appearance. Remove and reinstall signage materials trowel, or 3 continuous lines of construction Burke Flooring Products Division, required. faces, undersides, and backsides of wood including PAINT MATERIALS SCHEDULE: coverings and rinse neutral cleaner from file q removing from packaging in area of installation g PROVIDE refinished, manufactured casework and adhesive. Flexco Division., Textile Rubber Co. g p g g cabinets, counters, cases, and paneling. When RE: www.paintinfo.com for MPI's "Approved Product that do not comply with these requirements. P THIS DRAWING hos been prepared by the Architect, or surfaces. P 9 ( P PP countertops where indicated on the Drawings, as Johnson Rubber Co., Inc. not less than 24 hours before application. Remove P g prepared under his direct supervision as an instrument LEVELING COMPOUND: Latex type as recommended transparent finish is required, backprime with spar List ) specified herein, and as necessary for complete of service and is intended for use on l on this project. All WALL TILE on Glass—Mat Backer Board): Comply R. C. Musson Rubber Co., Inc. switchplates, wall plates, and surface—mounted MOUNT plastic laminate signs directly to face of P Y P ( ) P Y by carpet manufacturer compatible with adhesive varnish. Backprime paneling on interior partitions installation. The intent of this Section is to rovide Drawin9s, Specificotions, ideas and es;gns, including the Ro e Rubber Corp. xtures �n areas where wallcovering is to be door. Use double—sided foam tape to mount to P overall layout, form, arrangement, and composition of spaces with TCA Method No W245 setting tile in latex PP P where mason plaster, or other wet wall SECTION 09 51 00 — ACOUSTICAL CEILINGS and curing/sealing compound on concrete. applied. 'y' P INTERIOR DRYWALL: SATIN LATEX ENAMEL (Class A: smooth non—porous surfaces. Install ADA signs readily available stock prefinished units from local and elements portrayed constitute the anginal, unpublished Portland cement mortar per ANSI A108.5 with construction occurs on .backside. Seal tops, non—sanded latex Portland cement rout in CONCRETE SLAB PRIMER: Nonstaining type as _ n f rim d r with 5-5-0) centered at 60 inches above finished floor on retail home—supply stores, or through the work of the Architect. ed reproduction,use, w disclosure of g WORK INCLUDED: Provide acoustical ceilings as bottoms, a d Cutouts o un ed woo dao s PP Y 9 the information contained herein without the written consent g recommended b flooring manufacturer. INSTALLATION ADHESIVE. Water resistant PRIME AND SEAL substrates in accordance with wall P Primer Coot: MPI # 50 — Interior Latex strike side of door frame. Contractors other normal sources. of the Architect is strictly prohibited. accordance with ANSI A108.10. Y 9 a heavy coat of varnish or sealer immediately © 2013 H.C.KLOVER ARCHITECT shown on the drawings, as specified herein, and as non—staining as recommended by carpet Y Y covering manufacturers recommendations for type Primer Sealer needed to meet the requirements of the manufacturer, which complies with flammability upon delivery or after installation, if unit is cut in THE ARCHITECT DISCLAIMS res risibility for the existing building INSTALLATION: TROWELABLE UNDERLAYMENTS AND PATCHING of substrate. Apply surface sealer to gypsum 2 Finish Coats: MPI # 52 — interior Latex CLEAN soiled sign surfaces and protect units from COMPLY WITH the Kitchen Cabinet Manufacturing � y 9 9 construction shown in the Contract Documents. requirements for installed carpet. the field. structure,site conditions,exismg construction elements, or any COMPOUNDS: Latex modified, portland cement based drywall which will permit subsequent removal of Eggshell—like sheen damage unit) acceptance by the Owner. Association (KCMA) Quality Standard A161.1 for documents,drawings or other instruments ysed for any part of this COMPLY WITH MANUFACTURER'S instructions for formulation provided or approved by tile wall covering without damage to paper facing. Apply finish coots with roller, unless cabinets, and KCMA A161.2 for plastic—laminate Project which do not bear the Architects seal. I e Architects TYPICAL ACOUSTICAL CEILING PANELS: Refer to SEAMING CEMENT: Hot—melt seaming adhesive or CLEAN NONGALVANIZED FERROUS—METAL SURFACES PP Y services ore undertaken only in the interest of the Project Owner. No mixing and installation of materials. manufacturer for applications indicated. that have not been shop coated; remove oil otherwise indicated countertops. obligation is ossumed ty the Architect for the benefit of any other entity. li 9 drawings for schedule of ceiling materials and similar product recommended by carpet P � _ VINYL WALL COVERING INSTALLATION: Place SECTION 10 14 00 SIGNAGE RELATED DOCUMENTS:This Drowmg is a single component of on sizes. manufacturer, for taping seams and butting cut grease, dirt, loose mill scale, and other foreign integrated set of Construction Documents. Ge*ol and Supplement ADHESIVES (Cements): Latex water resistant type wallcovering panels consecutively in order cut from INTERIOR METAL: SATIN ALKYD ENAMEL Class A: COORDINATE layout and installation of blocking and e9 °�. EXTEND file work into recesses and under or behind ( ) YP edges at backing to form secure seams and substances. Use solvent or mechanical cleaning ( Conditions of the Contract,General Requirements,Specifications and equipment and fixtures, to form a complete recommended by tile manufacturer to suit resilient r n it I at m rolls, including filling of spaces above or below ) PROVIDE signage indicated herein as required for a reinforcement in partitions for support of casework. other Drawings may affect the Work described. Foilure to review and P TYPICAL CEILING GRID: Armstron Prelude 15 16 prevent t p e ass sea s methods that comply with recommendations of the 5-5-0 integrate the deign intent of the whale of the Constnrction Documents Armstrong / floor file products and substrate conditions indicated. openings. Hang by reversing alternate strips if complete and proper installation. +'9 covering without interruptions, except as otherwise inch series, or equivalent b Chicago Metalic or p Steel Structures Painting Council. First Coat: MPI # 79 — Alkyd Anti—Corrosive does not relieve khe Contractor from providing o complete Project. q Y 9 necessary, except on match patterns. Apply CASEWORK MATERIALS: Do not use adhesives or COM11Y WITH oil lows,codes,ordinances and r ulotions with authorities shown. Terminate work neatly at obstructions, edges USG, in standard white color except as indicated MISCELLANEOUS MATERIALS: As recommended by Metal Primer e9 p METAL EDGE STRIPS: Extruded aluminum with mill adhesive to back of wallcovering and place in SEPARATE CONTRACT: The Owner will arrange for other materials that contain urea formaldehyde, honing jurisdiction avid with requirements of the landlord,d oppficable. and corners without disrupting pattern or joint otherwise. manufacturers of carpet, cushions and other TOUCH UP SHOP—APPLIED PRIME COATS that have Note: Primer not required to be applied in other signage to be provided b a separate and as follows: Do not start Work until aT permits and required approvals ore obtomed. finish of height required to protect expos" ed e of accordance with manufacturers instructions. Install been damn ed. Wire—brush clean with solvents field on pre—primed items g g P Y P a alignments. 9 q P P 9 carpeting products; selected by Installer to meet g P P contractor. Coordinate with that entityregarding PARTICLEBOARD: ANSI A208.1, Grade M-2—Exterior VERIFY ACTUAL CONDITIONS grid dimensions prior to construction. 9 9 � I T tiles, and in maximum available lengths to minimize circumstances and requirements. seams plumb, and at least 6 away from corners. recommended by the paint manufacturer, and 2nd & 3rd Coats: MPI # 51 — Interior Commencement of work constitutes verifcaGon and acceptance of 011 CEILING SUSPENS ON MA ERIALS: Comply with ASTM project q field dimensions, shopdrawings, site access, Glue existing conditions. Ap*otion of o moterid a u�pment item to Work ACCURATELY form intersections and returns. Perform running joints Horizontal seams are not permitted. Overlap seams touch u with the same rimer as the sho coat. . g ' eq C 635, as applicable to type of suspension system P P P Alkyd, Eggshell scheduling, ower requirements, and other items MEDIUM—DENSITY FIBERBOARD: ANSI A208.2 Grade instolW by others constitutes occeptonce 4 that Work,and assumption cuttingand drilling of tile without marring visible and double—cut to assure tight closure. Roll, _ 9' P q of responsibility for satisfactory installation. g g required for e of ceiling units indicated. SURFACE PREPARATION: All surfaces to receive g Brush apply finish coats unless otherwise 1m Y ry q YP 9 necessary for timely installation of all project MD surfaces. Carefully grind cut edges of the abutting Coordinate with other work su rted b or INSTALLATION: carpet shall be clean and dry. 1 16 or brush, or use broad knife to remove air bubbles, MATERIALS PREPARATION: Carefully mix and prepare indicated DW[N90NS SHOWN ore to finish rote of o molerid unless otherwise indicated. o P 1T r Y signs. HARDBOARD. AHA A135.4, Class Tempered �m a y �,,, _DO NOT N� „�otter dirretted PP Y wrinkles, blisters, and other defects. Cut paint materials in accordance with manufacturers PLASTIC LAMINATE: High—pressure decorative trim, finish or built—in items for straight aligned penetrating through ceilings, including light fixtures, more, holes, unevenness and roughness must be P joints. Fit the closely to electrical outlets, piping, EXAMINE AREAS where installation of tiles will occur, wallcovering evenly to edges of wall penetrations. directions. Maintain containers used in mixing and INTERIOR PAINTED WOOD & MDF: SATIN ALKYD HVAC equipment, and partition system if an filled, leveled and made smooth with a compatible g / complying p r o f e C t t i t I e P Y ( Y}• with Installer resent to verify that substrates and Trim selvages as required to assure color ADA SIGNAGE: 8 x 8 x 1 8 inch minimum radius laminate with NEMA LD 3 — fixtures and other penetrations so that plates, present, Y latex floor patching compound. Prior to filling, the g q application of paint in a clean condition, free of Class A: 5-5-0 conditions are satisfactory for tile installation and P g Puniformity and pattern match. ( ) cornered Pictorial Symbol Signs, with 1/32" raised Post—formed Grade HGP — in medium blue color colors, or covers overlap tile. Y floor must be swept clean. Feather a minimum of Y p foreign materials and residue. Stir material before Prime Coat: MPI 45 — Interior Alkyd ATTACHMENT DEVICES: Size for five (5) times design � p # Y icto ram symbols, 1 32" x 5 8" high upper case with a decorative pattern to obscure staining. comply with file manufacturers requirements and 4 — where filling or leveling is required. After application to produce a mixture of uniform Primer Sealer P 9 Y / / „ 9 PP load indicated in ASTM C 635, Table 1, Direct g 9 q THERMOSET DECORATIVE PANELS: Particleboard or � JOINTING PATTERN: Unless otherwise shown, lay file those specified in this Section. Do not proceed with fillingallow filler to dry. Dam mo the floor with CLEAN—UP: Remove excess adhesive along finished density; stir as required during application. Do not raised fetter text, and with 1/32 Grade II Braille Hung. installation until unsatisfactory O' p p g 2nd & 3rd Coats: MPI # 51 — Interior medium—density fiberboard finished both sides with in grid pattern. Align joints when adjoining tiles on ry conditions have been seams while it is still wet using warm water and stir surface film into material. Remove film and, if text. Text and pictogram to be white on dark 06 worm water and allow to dry. Vacuum after Alkyd Eggshell thermally fused melamine—impregnated decorative floor, base, walls and trim are same size. Layout corrected. clean sponge, and wipe dry. Replace removed necessary, strain material before using. Use only colored sin ane) with matte finish. Provide ' Y HANGER WIRES: Galvanized carbon steel ASTM A mopping. fates and fixtures; verify cut edges of wall y Brush apply finish coats unless otherwise g P ,> paper complying with LMA SAT-1 — in "white" j tile work and center the fields in both directions in P Y 9 thinners approved by the paint manufacturer, and double sided 1/32 thick Scotchmount tape for 641, soft temper, pre—stretched, yield—stress load PREPARATION: Level and 9 completely only within recommended limits. indicated color typically each space or on each wall area. Adjust to patch subfloor using coverings and tom letel concealed. Remove attaching at 60 above floor to center of sign on YP Y � of at least three 3 times design load, but not VACUUM FLOORS again immediately before Y g g EDGE BANDING: PVC or polyester edge banding minimize the cutting. Provide uniform joint widths, ( ) g compounds recommended by flooring manufacturer. surplus materials, rubbish, and debris resulting the wall adjacent to the latch side of a door: P Y g g w installation of carpeting. Check concrete surfaces SECTION 10 00 00 — MISC. SPECIALTIES J complyingwith LMA EDG-1 — color to match U unless otherwise shown. less than 12 gage (0.106"). Remove coatings from subfloor surfaces that would from wall covering installation upon completion of APPLICATION: A I point in accordance with to insure that no dusting through installed carpet Apply p 1 each RESTROOM (at Employee Restroom) prevent adhesive bond, 'including curia compounds, Work, and leave areas of installation in neat clean exposed panels. Q P g g P will occur. manufacturers directions. Use applicators and PROVIDE the following specialties where noted on 1 ea: MEN or WOMEN (as applicable atCai EDGE MOLDINGS: Manufacturer's recessed channel adhesives, paint, oils, waxes and sealers. Broom condition. techniques best suited for substrate and type of q YP the Drawings and as specified herein. install multiple toilet rooms) CABINET HARDWARE: Provide Manufacturer's �Fo � � � molding for edges and penetrations of ceiling, with clean or vacuum subfloor surfaces and apply primer, material being applied. Use applicators and Y y standard units complying with BHMA A156.9, Q M single flange of molding exposed, baked enamel if recommended b flooring manufacturer, prior to CARPET INSTALLATION: 9 PP PP specialty items furnished b others, as indicated 9 9 9 P Y 9 , P techniques best suited for substrate and type of on the drawings. ® �,/� N finish to match balance of grid. application of adhesive. SECTION 09 91 00 — PAINTING material being applied. Do not paint over dirt, rust, g PRESSURE SENSITIVE VINYL (PSV): 220 Scotchcal including back—mounted decorative wire pulls or ^, � N COMPLY with manufacturers recommendations for by 3M or equal 2 mil minimum thickness, opaque, plastic knobs, and decorative semi—concealed seam locations and direction of carpet; maintain scale, grease, moisture, scuffed surfaces, or EXPOSED SUSPENSION SYSTEM: Manufacturers DO NOT DRY SCRAPE OR SAND existing flooring P WORK INCLUDES surface preparation and painting conditions detrimental to formation of a durable TOILET ACCESSORIES (where required}: by units non—reflecting, cast PVC film with pressure (wraparound) butt hinges or pivot (knife) hinges2 � � uniformity of carpet direction and lay of pile. At or finishing of surfaces exposed to view, as indicoted in the Drawings. sensitive adhesive backing, suitable for exterior as at Contractor s o tion Provide Q 0 standard exposed runners, cross—runners and materials, and do not dry scrape or dry sweep 9 p paint film. ( P )• doors, center seams under doors; do not place throughout the Project and in accordance with well as interior applications, colors as noted inN_ CLU � accessories, of types and profiles indicated, with residual backing or felt lining materiels. Such g j epoxy—coated—metal, self—closing drawer guides; seams in traffic direction at doorways. requirements herein. Except where a natural finish FIRE EXTINGUISHERS (FE): Provide manufacturers material—color schedule. Die—cut copy characters designed to prevent rebound when drawers are �— 0 0 exposed cross—runners coped to lay flush with materials may contain asbestos fibers that are not q P SCHEDULING: Apply first—coat material to surfaces 9 main runners. Provide uniform factory—applied finish readily identifiable. or a material is specifically noted as a surface that have been cleaned, pretreated or otherwise standard 10 Ib, 4A-60BC rated units at location(s) from PSV, and mount on paper booking sheet. closed; with nylon—tired, ball—bearing rollers. (D Z Q EXTEND carpet under open—bottomed obstructions not to be painted paint or finish all exposed indicated on the Drawings and as approved or as ® 0 on exposed surfaces of ceiling suspension system, prepared for painting as soon as practicable after ' „ including moldings, trim, and accessories, in VERIFY that concrete slabs comply with ASTM F 710 and under removable flanges and furnishings, and surfaces whether or not painting is designated in and before subsequent surface otherwise directed by authorities having jurisdiction. BUILDING NUMBERS: 8 high white reverse—mount CABINET FABRICATION: 4 �_ �— i= , into alcoves and closets of each space. Provide the Drawings. Where items or surfaces are not preparation to interior side of lass facia main street — 0 manufacturer s baked enamel finish, to match type and that slab substrates are dry and free of curing 9 deterioration. Allow sufficient time between g g REVEAL OVERLAY DESIGN (door and drawer faces ] Z cut—outs where required, and bind cut edges s ecificall mentioned oint the some as s�m�lar COORDINATION: Coordinate with other Sections to com I with local code and re ulations of ceilin compounds, sealers, hardeners, and other materials specifically P successive coatings to permit proper drying. Do ( P Y g ) partially coveringcabinet fronts), of either = g' properly where not concealed b protective edge g P P Y g' P Y } whose presence would interfere with bonding of P P Y Y P 9 adjacent materials or areas. assure that the locations of miscellaneous P 9 not recoat until paint has dried to where it feels face—frame or frameless style (at Contractors Cfj c� guards or overlapping flanges. Fit sections of specialties does not conflict with other related REAR SERVICE ENTRANCE DOOR: Provide PSV INSTALLATION: adhesive. Determine adhesion and dryness firm, does not deform or feel stick under P carpet into each space prior to application of Y option), and as follows: < < characteristics b performing bond and moisture P P P PP PAINTING NOT REQUIRED: Unless otherwise indicated, items. Examine and inspect installation of floor or s� via e indicating Company Name, Suite S ace Y P 9 moderate thumb pressure, and application of g g g P Y / p DOOR AND DRAWER FRONTS: 1/2—inch—thick adhesive. Trim edges and butt cuts with seaming painting is not required on plastic laminate, wall finishes, and other conditions that affect / MEASURE EACH CEILING AREA and establish layout tests recommended by file manufacturer. Verify that P 9 q P another coat of point does not cause lifting or Number, and receiving hours (verify exact text with Y cement. refinished sheet metal, plumbing fixtures, electrical P g installation of miscellaneous specialties. Do not thermoset decorative panels ]�: 3� of acoustical units to balance border widths at subfloors ore free of cracks, ridges, depressions, P p g loss of adhesion of the undercoat. P Owners representative. Coordinate Service Entrance scale, and foreign deposits of an kind. equipment excludin exposed distribution cabinets proceed until unsatisfactory conditions have been CABINET ENDS: 5/8—inch thick Thermoset to opposite edges of each ceiling, except as otherwise 9 P Y (excluding P ( ) Door signage with Landlord requirements, when APPLY adhesive uniformly to substrate in or electrical devices. Pointing is not required on corrected. decorative panels LO indicated on the Drawings. Avoid use of 9 q APPLY PAINT to completely cover previously painted applicable. 00 accordance with manufacturers instructions. Butt surfaces such as walls or ceilings in concealed or BACK, TOP, AND BOTTOM RAILS: LO less—than—half width units at borders, and comply GENERAL INSTALLATION: Comply with manufacturers 9 surfaces, to provide an opaque, smooth surface of p� with reflected ceiling plans wherever possible. printed installation instructions, and as specified carpet edges tightly together to form seams inaccessible areas. Metal surfaces of anodized INSTALL the work of this Section according to 3/4—by-2-1/2—inch solid wood, interlocking with without gaps. Roll entire carpet area lightly to uniform finish, color, appearance and coverage. INSTALL signage in accordance with the approved herein. Extend resilient flooring into toe spaces, g P P 9 Y aluminum, stainless steel, chromium plate and Cloudiness, spotting, holidays, lap marks, brush manufacturers instructions, using fasteners shop drawings, to be level, plumb, and at height end panels and rabbeted to receive top and ' door reveals, and into closets and similar openings. eliminate air pockets and ensure uniform bond. similar finished materials will not require finish marks, runs, sags, ropiness or other surface appropriate to substrate as recommended by unit indicated, free from distortion or other defects of bottom panels. Back rails secured under pressure COMPLY with manufacturers printed instructions, 9 P r o e C t o U m b e r Remove any adhesive promptly from face of exce t as otherwise indicated in the finish manufacturer. Install units plumb and level firm) with glue and with mechanical fasteners. p and with governing regulations, fire—resistance Scribe, cut and fit resilient flooring to permanent painting, P imperfections will not be acceptable. P ' y appearance. Remove and reinstall signage materials fixtures, built in furniture and cabinets, pipes, carpet by method which will not damage carpet hardware schedule. Do not paint over anchored in locations and at heights indicated. that do not comply with these requirements. WALL—HUNG—UNIT BACK PANELS: 3/16—inch—thick 12007.052 rating requirements and with industry standards P P face. ' applicable to the Work, outlets and permanent columns, walls and code—required labels or equipment identification THE NUMBER OF COATS and film thickness required p Y q plywood fastened to rear edge of end panels and labels. SET EACH ITEM secure) in lace, leveled and to top and bottom rails. d r a W i n g i s s U a n C e partitions. is the same regardless of the application method. Y P MOUNT plastic laminate signs directly to face of ON COMPLETION of the installation in each area, adjusted to the correct working height. Anchor to DRAWERS: Fabricate with exposed fronts fastened ARRANGE acoustical units and orient Do not apply succeeding coats until the previous J g g door. Use double—sided foam tape to mount to LANDLORD/PERMIT/BID SET 01.09.12012 all dirt, carpet scraps, etc., must be removed PROVIDE PRIMERS and undercoat points produced supporting substrate where indicted and where to subfront with mounting screws from interior of directionally—patterned units in the manner shown ADHESIVE: Adhere flooring to substrates using Ful{ P P coot has cured as recommended by the pp g smooth non—porous surfaces. Install ADA signs g from the surface of the carpet. Any soiling spots b the same manufacturer as the finish coats. required for sustained operation and use without boot with 1/2 inch thick thermoset decorative d r a w I n r e V i S i o n s by reflected ceiling plans, with pattern running in spread of waterproof, stabilized mastic Y manufacturer. Sand between applications where q P centered at 60 inches above finished floor on Y� g recommended for use b flooring manufacturer to or excessive adhesive on the carpet shall be Use only thinners approved by point manufacturer, sandingis required to produce an even smooth shifting or dislocation. Conceal anchorages where stake side of door frame. panel subfronts, backs and sides, and � one direction. Y g removed with the proper spot remover. , q No. Description: Date: suit material and substrate conditions. P P P and use only within recommended limits. possible. / p surface �n accordance with the manufacturers 1/4—inch—thick refinished hardboard drawer INSTALL SUSPENSION SYSTEM to comply with ASTM directions. CLEAN soiled sign surfaces and protect units from bottoms. DO NOT walk on or move furniture onto carpet PREPARE surfaces and apply coatings �n strict SECURE MIRRORS TO WALLS in concealed INSTALLATION OF TILE FLOORS: Lay file from center PP Y 9 � C 636, with hangers supported only from building damage unit) acceptance by the Owner. SHELVES: 5/8—inch thick thermoset decorative marks established with principal walls, discounting surface until installed area has all carpet tiles accordance with the coating manufacturer's tamperproof manner with special hangers, toggle panel structural members. Locate hangers not less than P P 9 g APPLY ADDITIONAL PAINT coots when undercoats, bolts, or screws. Set units plumb, level and �� minor offsets, so that file at opposite edges of anchored at the perimeter and control grid lines. recommendations. P � 6 from each end ands ace 4'—O"; aloin each PP 9 stains or other conditions show through final coat P9 Do not allow construction traffic, other than as square at locations indicated according to room area of equal width. Adjust as necessary to of point, until point film �s of uniform finish, color q g SECTION 10 14 00 — SIGNAGE PLASTIC—LAMINATE COUNTERTOPS: Rolled, self—edged carrying channel or direct—hung runner. Secure wire may be required to fit up specific carpeted areas, p p ' avoid use of cut widths less than 12 tole at room USE ONLY SKILLED painters for mixing and opplying and a earance. Give s eclat attention to insure manufacturers instructions for type of substrate or raised marine edge with rolled front hangers by looping and wire tying, either directly to / to traverse the completed work. pp p g perimeters. La the square to room axis, unless P paint. Quality workmanship is required. In the that surfaces, including edges, corners, crevices, involved. PROVIDE si nae indicated herein as required for (Contractor's option) on 3/4—inch thick structures or to inserts, eye—screws, or other P Y q g g 9 9 q ( P ) / otherwise shown. Match tiles for color and pattern acceptance or rejection of finish painting, no and exposed fasteners receive a dr film thickness complete and proper installation. particleboard substrate with integral one—piece devices which are secure and appropriate for VACUUM CARPET using commercial machine with P Y 9 P b using file from cartons in same sequence as g allowance will be made for the pointers' lack of INSTALL GRAB BARS to withstand a downward load substrate. Y 9 q P equivalent to that of flat surfaces. curved—top post—formed back—splash. Cover manufactured and packaged if so numbered. Cut facee beater element. Remove spots and replace skill or in adequate lighting duringpaintingof at least 250 Ibf, complying with ASTM F 446. SEPARATE CONTRACT: The Owner will arran e for P g carpet where spots cannot be removed. q g g g exposed edge of backsplash with plastic—laminate INSTALL EDGE MOLDINGS at perimeter of acoustical tile neatly around all fixtures. Broken, cracked, operations. PAINT INTERIOR SURFACES of ducts, where visible other signage to be provided by a separate finish. ceilin area and at locations where necessar to chipped, or deformed tiles are not acceptable. through registers or grilles with a flat, nonspecular ADJUST units for proper operation and verify that contractor. Coordinate with that entity regarding g Y PROTECT CARPETING against damage during mechanisms function smooth) Replace damaged p r o f e s s I o n a I s e al conceal edges of acoustical units. Screw—attach � construction. Cover with 6—mil thickpolyethylene DELIVER MATERIALS to job site in original, new and black paint. Paint back sides of access panels and Y• P 9 field dimensions, shop drawings, site access, INSTALL CABINETS with no variations in flushness ADHERE tiles to flooring substrates without producing unopened packages and containers bearing removable or hinged covers to match exposed or defective items. Clean and polish all exposed scheduling, power requirements, and other items of adjoining surfaces; use concealed shims. Install moldings to substrate at levels not over 16" o.c. covering with taped joints during the construction g P surfaces strict) according to manufacturer's necessary for timet installation of all project J g » open cracks, voids, rasing and puckering at joints, manufacturers name and label. Store materials surfaces. Y 9 Y Y P j without distortion so doors and drawers fit and not more than 3 from ends, leveling with period, wherever protection is required, so that recommendations after removing temporary labels signs.telegraphing of adhesive spreader marks, or other not in actual use in tightly covered containers. 9 P Y g s. openings and are aligned. Install cabinets and ARO-4 celing suspension system to tolerance of 1/8" to carpet will be without any indication of 09D surface imperfections In completed tile installation. Maintain containers used in storage of point in a MINIMUM COATING THICKNESS: Apply materials at and protective coatings. countertop level and plumb to a tolerance of 1/8 12'—O". Miter corners accurately and connect Hand roll tiles where required. deterioration, wear, or damage at the time of clean condition, free of foreign materials and q 9 not less than the manufacturer's recommended ADA SIGNAGE: 8 x 8 x 1/8 inch minimum radius inch in 8 feet. Fasten cabinets to adjacent units securely. acceptance. Damaged carpeting will be rejected. As residue. Kee storage area neat and orderly. " HENRY C. KLOVER the carpet is laid, remove all trimmings, excess p g Y spreading rate. Provide a total dry film thickness cornered Pictorial Symbol Signs, with 1/32 raised and to backing. Fasten wall cabinets through back, INSTALLATION OF ACCESSORIES: Apply wall base to Remove rags and water daily. Take all precautions of the entire system as recommended b the SECTION 10 14 00 — SIGNAGE icto rom symbols, 1 32" x 5 8" high upper case near to and bottom, at ends and not less than INSTALL ACOUSTICAL PANELS in coordination with pieces of carpet and laying materials from each Y Y P 9 Y / / 9 PP P 353 walls, columns, pilasters, casework and other to ensure that workmen and Work areas are manufacturer. raised letter text, and with 1/32" Grade II Braille 24 inches OC with No. 10 wafer—head screws suspension system, with edges concealed by area as it is completed. PROVIDE si nae indicated herein as required for a / ® OVERLAND PARK K$ permanent fixtures In rooms or areas where base �s adequately protected from fire hazards and health g g q text. Text and pictogram to be white on dark sized for 1—inch penetration into wood framing, � support of suspension members. Scribe and cut required. Install base in lengths as loll as hazards resulting from handling, mixing and complete and proper installation. blocking, or hanging strips. Fasten plastic—laminate ,. 1�%_,_ffl q 9 9 g 9� 9 PRIME COATS: Before application of finish coats, colored sin ane) with matte finish. Provide 9� 9 9 P P panels to fit accurately at borders and at racticable with reformed corner units, or MAINTENANCE MATERIALS: Deliver specified extra 9 P . p p application of paints. apply a prime coat of material as recommended double sided 1/32 thick Scotchmount tape for countertops by screwing through corner blocks of Iry^S1 penetrations. fabricated from base materials with mitered or stock and usable scraps of carpet to Owners SEPARATE CONTRACT: The Owner will arrange for „ by the manufacturer to material that is required g base units into underside of countertop. coped inside corners. Tightly bond base to designated storage space, properly packaged attaching at 60 above floor to center of sin on p g y JOB CONDITIONS: Apply paints only when to be painted or finished and has not been prime other signage to be provided by a separate 9 g A.,; OF . ADJUST AND CLEAN EXPOSED SURFACES of (paper wrapped) and identified. Dispose of smaller temperature of surfaces to be anted and contractor. Coordinate with that entity regarding the wall adjacent to the latch side of a door: substrate throughout length of each piece. p P coated by others. Recoat primed and sealed Y g g ADJUST CABINETS AND HARDWARE so doors and 4 acoustical ceilings, including trim, edge moldings, pieces as "construction waste"• surroundingair temperatures are within field dimensions, she drawings, site access, 1 each RESTROOM (at Employee Restroom) and suspension members; comply with P surfaces where evidence of suction spots or p g drawers are centered in openings and operate d r a W I n g t t I e P P Y recommended range permitted by the paint unsealed areas in first coat appears, to assure a scheduling, power requirements, and other items 1 ea: MEN or WOMEN (as applicoble at smoothly without warp or bind. Lubricate SPECIFICATIONS manufacturer's instructions for cleaning and IMMEDIATELY PRIOR TO SUBSTANTIAL COMPLETION, manufacturer's printed instructions. Do not apply finish coat with no burn through or other defects necessary for timely installation of all project multiple toilet rooms) operating hardware as recommended by touch—up of minor finish damage. Remove and vacuum carpet using commercial pile lifter of type paint when relative humidity exceeds 85%, or to due to insufficient sealing. signs, I manufacturer. replace work which cannot be successfully cleaned recommended by carpet manufacturer. Remove damp or wet surfaces. drawing num b e C and repaired to permanently eliminate evidence of spots and replace carpet where spots cannot be CLEAN CASEWORK on exposed and semiexposed damage. removed. Remove rejected carpeting and replace surfaces. Touch up factory—applied finishes to with new carpeting. restore damaged or soiled areas. dr.�, �- i - � * MECHANICAL SYMBOLS HVAC NOTES 'r I I U 0I I� , __ Q) C\J(.0(0 NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING ' i � N THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL BE 0 '- Y a) PIPING HVAC EQUIPMENT & DUCTWORK ALLOWED DUE TO LACK OF THIS KNOWLEDGE. ►�( CC CC O CD CONDENSATE DRAIN CD NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. 11 � ( ) SEE SECTION 15250 OF THE SPECIFICATION FOR DUCTWORK TO 2. PROVIDE ALL MATERIALS FOR A COMPLETE U p INSTALLATION IN ALL RESPECTS READY FOR �� Z I ACD AUXILIARY CONDENSATE DRAIN (ACD) RECEIVE INSULATION OR LINER. INTENDED USE AND IN STRICT ACCORDANCE WITH RL REFRIGERANT LIQUID RL ( ) EXISTING DUCTWORK OR EQUIPMENT TO REMAIN STATE AND LOCAL CODES AND MANUFACTURER'S � RD REFRIGERANT DISCHARGE (HOT GAS) (RD) - RECOMMENDATIONS. U W Lo RS - REFRIGERANT SUCTION (RS) � _ _ EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED > ~ 3. SPRINKLER HEAD AND LIGHTING FIXTURE 0 T HEATING HOT WATER SUPPLY HWS LOCATIONS TAKE PRECEDENCE OVER DIFFUSER 0 • 7 HWS EA (HWS) BRANCH DUCT WITH 45' RECTANGLE-ROUND BRANCH LOCATIONS. COORDINATE WITH ELECTRICAL 00 9t HWR HEATING HOT WATER RETURN (HWR) FITTING AND MANUAL VOLUME DAMPER CONTRACTOR AND FIRE PROTECTION CONTRACTOR. C'7 CWS CHILLED WATER SUPPLY (CWS) ELBOW WITH TURNING VANES 4. DUCTWORK IDENTIFICATION AND INSTALLATION TO - > W T CWR CHILLED WATER RETURN (CWR) ADHERE TO GOVERNING CODES. 0 5 HS HEAT PUMP SUPPLY (HS) 5. DUCT SIZES ARE INSIDE CLEAR DIMENSIONS. IF • ----HR---- HEAT PUMP RETURN (HR) RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP DUCT LINING IS REQUIRED INCREASE DUCT SIZE W 00 � -`' ` TO MAINTAIN ORIGINAL INSIDE DIMENSIONS. z T_ : LIPS LOW PRESSURE STEAM SUPPLY (LPS) I\i RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN W o0 6. ALL DUCTWORK SHALL BE GALVANIZED LPC LOW PRESSURE STEAM CONDENSATE (LPC) SUPPLY AIR DUCT UP SHEET-METAL, DESIGNED, SHOP FABRICATED AND UQ � EXISTING PIPING TO BE REMOVED INSTALLED TO SMACNA STANDARDS. DUCTBOARD J c0 PIPING TO REMAIN �x6 i SUPPLY AIR DUCT DOWN IS NOT PERMITTED. W � EXISTING P 7. TYPICAL BRANCH FITTING DETAILS ARE APPLICABLE £' i 011" DIRECTION OF FLOW -E r.k , , . O EQUIPMENT WITH FLEXIBLE DUCT CONNECTION = , a QU THROUGHOUT. r.f; _J �� � � ''� BALL VALVE F ,�� '�' CONTROL VALVE 8. FURNISH AND INSTALL VOLUME/BALANCE DAMPERSLO °- LO 10 CSD-1 300 CFM AT ALL BRANCH DUCTS TO DIFFUSERS. LOCATE r� n 0 NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER11 -- - 1'�"3__"`_ETHREE-WAY CONTROL VALVE DAMPERS A MINIMUM 4'-O" AWAY FROM SHUTOFF VALVE DIFFUSERS. PROVIDE ACCESS DOORS AS MANUAL VOLUME DAMPER REQUIRED. x CHECK VALVE SQUARE TO ROUND TRANSITION ,��, 9. PROVIDE FIRE SEAL WHERE PIPING AND THIS DRAWING has been prepared by the Architect, or BALANCING VALVE WITH PRESSURE PORTS DUCTWORK PENETRATE FIRE RATED ASSEMBLY. prepared under his direct supervision as an instrument TRIPLE DUTY VALVE WITH PRESSURE PORTS O DUCT MOUNTED SMOKE DETECTOR of service and is intended for use only on this project. All SD=SUPPLY RD-RETURN Drawings, Specifications, ideas and designs, including the �'�' WATER METER RD ( / - ) 10. PROVIDE SEISMIC BRACING BASED ON overall layout,form, arrangement, and composition of spaces APPROPRIATE SEISMIC ZONE REQUIREMENTS PER and elements portrayed constitute the original, unpublished - STRAINER SMAC NA PUBLISHED SEISMIC DETAILS LOCAL AND Work of the Architect. Any reproduction, use, or disclosure of FD FIRE DAMPER CO2 CARBON DIOXIDE SENSOR the information contained herein without the written consent NATIONAL CODES. CONTRACTOR'S RESPONSIBILITY of the Architect is strictly prohibited. - SOLENOID VALVE FSD FIRE SMOKE DAMPER HS HUMIDITY SENSOR INCLUDES STRUCTURAL ENGINEER'S CERTIFICATION © 2013 H.C.KLOVERARCHITECT PRESSURE GAUGE ON DETAILS SUBMITTED FOR PERMITTING. THE ARCHITECT DISCLAIMS responsibility for the existing building THERMOMETER SD SMOKE DAMPER PS PULL STATION structure,site conditions existing construction elements,or any 1 . INSTALL VTR'S EXHAUST FANS AND FLUES A documents,drawings or other instruments used for any part it this O 1 � � Project which do not bear the Architects seal. The Architect's PRESSURE AND TEMPERATURE TEST PLUG MINIMUM 5'-0" FROM PARAPET OR OUTSIDE WALL services are undertaken only in the interest of the Project Owner. No VD VOLUME DAMPER SP STATIC PRESSURE SENSOR AND 10'-0" FROM EQUIPMENT WITH AN OUTSIDE obligation is assumed by the Architect for the benefit of any other entity. UNION AIR INTAKE. RELATED DOCUMENTS:This Drawing is a single component of an integrated set of Construction Documents. General and Su lementa I MD MOTORIZED DAMPER TS TEMPERATURE SENSOR e9, PP, ry FLANGE CONNECTION Conditions of the Contract,General Requirements,Specifications and 12. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND other Drawings may affect the Work described. Failure to review and \ , ELBOW UP integrate the design intent of the whole of the Construction Documents \� BD BACKDRAFT DAMPER tJH HUMIDISTAT SPEED CONTROLS SHALL BE MOUNTED 43 INCHES 9 9 ' ' `�. �` -3 ELBOW DOWN ABOVE THE FLOOR FOR ADA ACCESSIBILITY. does not relieve the Contractor from providing a complete Project. WITH a!!'laws,codes,ordinances and regulations with authorities _ �4 *1___ ;___ ._ , __ ___ _l. _ .._ THERMOSTAT haMPLY,urisdiction and with requirements of the Landlord if a Gcable. __ _� .r I ..._,_ _ - g J q. P .. T p ___ ate; _.. __ ;_., i 1111. ;[ ?' _ ? t_ _ _ i _ __, TEE UP 13. PROVIDE A COMPLETE TEST AND BALANCE FOR Do not start Work until all permits and required approvals are obtained. _ ._._ I_ - � .__._ ____ _ _ .,__ _ _�_ 3__ ._. ;_ �- _ 1 -:: _ 6 CD2 LAND 1! i .- ; , , , I j .1111 ,. TEE DOWN VERIFY ACTUAL CONDITIONS and dimensions prior to construction. -c_.. r : fi : ; ... ._.. ... yq .._.! � -v.�_4 -_..........1 a .... 1 I i E ! ) ,�� 50 CFM ... ___.. {;_._. 1111... 1111:... .. ---- �. 1 Commencement of work constitutes verification and acceptance of all NOTATION I, I { ii��j I T t ; i PANY . _ _ \ __ __i_;i.. _ ____ _ E F 3 10 O F existing conditions. Apprcation of a material or a uipment item to Work 1. ;; `I j _ _, (TYP.) REDUCER A�R BALANCEVSHALL BE WITH NLAN C y 1� r' 'r � ::.. __� __,___ _... _____ __i_ _._ ,_.�w__, M2 MECHANICAL PLAN CALLOUT installed by others constitutes acceptance of that Work,and assumption ®t -11. ry i ! 1 CD SCHEDULED AIRFLOWS. : i ._.:W:::: W_:.G 1_1_111.__W: �...W:�_ ._ _1111., -_, .: ..._ _ ::�-:..::_:. v::.. 1111__-::.- :...z ....�._ .� :":T _.::' ,,..._..._-:"`.=^"`C. .........3 f ! I..._ 6 i. ..->. DIIAENSIO a _ w 15.109 ; ; 1� are f ` -mm - ' W I '' ' ' R WHERE E DUCTWORK oto finish ace of Ia material IunleSS otherwise indlCated 0 sit I' _i. ;i I I � - CU MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED 14. PROVIDE SHEET METAL COLLA W E , ABBREVIATIONS CNCl1lAlE&M durrensans L>o NOT SGVf drawings unless otherwhe dratted. I Ii t: 1 � If � ' AND INSTALLED UNLESS NOTED OTHERWISE) PENETRATES DEMISING WALL. ': t EXISTING MALL SUPPLY _ 'I AFF ABOVE FINISHED FLOOR MC MECHANICAL CONTRACTOR 1 __ 4 ,, �; p r o e C t t I t I e AIR DUCTWORK ETR. I IE - I` f: I BAS BUILDING AUTOMATION SYSTEM MIN MINIMUM s= 11 I - :F,� -- .'--- ,� II I i CONNECTION POINT OF NEW WORK TO EXISTING 15. EXISTING DUCTWORK MAY BE REUSED IF IN GOOD If, , i I BD BACKDRAFT DAMPER NC NOISE CRITERIA WORKING CONDITION AND NET FREE AREA EQUALS ", �.,..I`y E £ ... i ? ' i T ,i ii fe ..�.,.... 1111.. }i ` 1 - - © 1;5.106 , ! jl CFM CUBIC FEET PER MINUTE OA OUTSIDE AIR 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER OR EXCEEDS THAT INDICATED ON THE DRAWING. �o 1 ,1. ?- I tc= = � � � { LOWER NUMBER INDICATES SHEET NUMBER CONSULT LISTED ENGINEER FOR QUESTIONABLELO __ _:1 ; ;10 C 1 .; 0 CD 1 €,1;12 �_ DDC DIRECT DIGITAL CONTROL RA RETURN AIR M 1 ' f 350 CFM 'I - ;,; €i i jl , ; 14 ETR DUCTWORK SIZES. W _ 045 15.1051 if sloN t It 14; II.1 I DX DIRECT EXPANSION SA SUPPLY AIR i .... 1 r ___ - -I is ill ,I 350 CFM 111 iCTOR T 0 is 3,, 1. 10 CD1 , i DN I FA EXHAUST AIR SD SMOKE DUCT DETE 1 SECTION CUT DESIGNA I N W: _ 15.106 _ __ - I`� ; ! � � I - 1 M1 UJ `� L _ 1111 � - 350 CFM - FFA FROM FLOOR ABOVE TFA TO FLOOR ABOVE - - - - - 1. - ` I ice-`-`- , ; ;,; . - `- -Th...- - - -I i H� FFB FROM FLOOR BELOW TFB TO FLOOR BELOWrl� 4t ... I i iD EMOLITION NOTES ' I I .. iI i ....I .. 15.105 GPM GALLONS PER MINUTE TYP TYPICAL U i ` III r I I .3 : [ 1 1 15.105T ! 15.105 �1i. �; ' i IN WC INCHES OF WATER COLUMN UNO UNLESS NOTED OTHERWISE .. ;� I E REMOVE ALL EXISTING EQUIPMENT AND ASSOCIATED Q :�T t ,1111. E - I ' i_r ..___- _= I. I Fl3i ' I MAX MAXIMUM W WITH DUCTWORK, AIR DEVICES AN CONTROLS NOT BEING o- /I _ . T I i _ - --' I _ `' REUSED PER PLANS. CAP OFF AND REMOVE ALL 1; r: E 1_ __ __, rt I ;;1tE i /�--� i'[ M2 MBH 1000 BTU PER HOUR i ;. I' ',l i TR r i€ Ili ' [ V1 ` " J v __ i i r,, 1: s., 10 E 11 I' It ' i 1 W/0 WITHOUT € ;11 E . IIT c _._ _ ____:_ ih. _ _ _._:: ,' L_ i II COORDINATEAALL DEMOLITION WITH GLAND ORD. Q(3 Ci N _ - _ _ I 10"� ETR I �� II - r �► 15.108 .t ,: I i I - I 3 N o- � ; r, , 5�1 �i �� 8" CD1 z w [� I� � i 1 ;05 ii IiE ; � ;; - P ;; 150 CFM KEYNOTES 3 ..5......... .I , it < - . i 3 I . : � PiI I I 18"x 12" ETR I „ ;. ( �� § if ' I i 15.105 II �� 0 15.1060 I L i E ;. l '. ?� i r 15.100 I , i - 1 I PROVIDE NEW THERMOSTAT COMPATIBLE �- C� Z 7 11 It . I } Q t\ G I_I_. : _. i i I �; � Ii ; ( WITH V CONTROLS. MOUNT0 1 is i .... � I VA BOX C L M 11 11 „ »1 9' 1 I „ » i , 22 x100 A.F.F. COORDINATE AS REQUIRED. REFER F 10 O ETR �,i !' TO- ELECTRICAL DRAWINGS FOR ADDITIONAL 0Cie 15.105 22 x22 RG 1 ,; 1 1 { 1 I - R , . I INFORMATION. 7 _. TYP2k f AT N ^ ky E - . _ _,. . _. - _ r � ` .i�t ,. i� V I I :<...e._z- t,.; , ,1 IN, 1 j .. ... 1111. W_::. 111_1. _1111 _.11,11. __.... .._._ ....._..__.. .,_...__ _�.__ :, 1 1�1� v 1. z 1 :1E; r l;m �.,; ,. E'1 11 8 O ETR 15.105 T = I ;; I Z CONNECT 0 EXISTING SUPPLY DUCTWORK ri FIELD VERIFY EXACT SIZE AND . r 11 t ll� `- - -__ ri I _ iii 1 : li 3 LOCATION. I .. �.x„ ^ , INDICATED. - f 3 i. ! v, Q ;1 i I E ,�......... , p 1 , y _ 13 lI e ' 15.105 f I; 15.106 REMOVE EXISTING DIFFUSER AND FLEX AND Ir I 12 , 15.105 1 I Iii l ( 1r ; PROVIDE NEW DIFFUSER AND FLEX AS ]�:: 3� x . x .- `:. i I s 22 10 I INDICATED. FIELD VERIFY EXACT SIZE AND I f , I ? 1111_1111 -..._ __._,.._..., E ' 1 LOCATION ` ; jj Rti2 , I i l i . 10" CD 1 r 1 i � I 0 „ M j i �W/� r-.. 1 I1 1 �1 . "J I t E_ I '` 1 15.108 REMOVE EXISTING FPVAV BOX, CONTROLS I r 350 CFM r I 1` 1 - ' - 8 C 1 Ii II AND PROVIDE NEW FPVAV BOX AND r h r - 150 CF ' ` 1:i i 0, i [ - ;I iINDICATED. -- E ; CONTROLS AS . ; 1 CD1 w F I iti I ';I I 35( Cf=M- _ -, I ' 1[.: :1,5,.1't�6!': 3, 8 CD1 150 f 15.109 CONNECT NEW EXHAUST AIR DUCTWORK TO i 1 ' ; 1 .. ._. - "'- -1111-. _.. 15s 1 �,I 1 �; Q_�_ 15. t ,(� EXISTING EXHAUST AIR DUCTWORK OF 12007.052 l _: .m_ 1. ..__ ; i ; i ;`L.. i i 11 f EQUAL OR LARGER SIZE. EXTEND NEW . IsiJill 1` i I 1 i, E i 1 i ,r ....f I 1 i tl ,... 1 �11 _ _ 15.108_ _ ! _ _ _ _ ' EXHAUST AIR DUCTWORK TO THAT - - - - '! €a �' 22 X22" G1 -_ ' - � � ;� `_- � - - - LOCATION. FIELD VERIFY EXACT SIZE AND d r q W I n g ISS U a n C e I i s 1 ._ ..__.. [ j _... I I [w:1_ I _- _. _ __ LANDLORD/PERMIT/BID SET Ol.09.13 VAV 2 LOCATION _ I 2 H w -r- M 2I it I i ; 5 II " ;� 'I d i raw n revlslons i 3 VAV 2 S i i 1 ! I i $"Sb '' g I_f_ I i t ( ; 8 iI CAP FOR FUTURE i [i • 15.10Q i t Description: I { F 1 No Desc on ate 2 1 i { A I l i t . €I € 1 E ... _1111.. ii 11 . I m'a e..ni 1111. _ 1111 1111.1111.1111 ..1111 1 i 1 I 1 _ -1111.__.. ._. 1111. 1111 ._ _. '¢ .I��. ..I 1111 y 4 ;: E i ..I' ... . ._; .:_ ___ ___ _1111.�. 1� 1111 1111._.___ __ t ;E 3 ; It - "x 12" 12"x 12>, I 1 I TI I €, I ; i r1 i.: 'ri r ...i 3 4i �' 3 I€j .itt€ . '[9 � '.... v :,. Ff 1111._.. .. x'.._.. ri! .._. __ __...,:1 1111. 1111 __.._ "_ f ---- ____... -_ 1 % ,t,. _ _ 1111.. ... __..._L- ._ _-___ _1 1:_11-----_.. _ ._ _._._ .___._ __„_,1 111. i EF , i 1 ;i i ! . 1111 I /1 31 L �1 1 I 11 , .t.....L... .___a I I ? I 4 'i ,;1 l it ; t i ; I10" CD1 10" CD1 I Ii '! I I ' 350 CFM 350 GFM i I 1 i ;I I i 1 i. ): 8» I p i .._. 1111. I I L ._., S 3 ,i 3 10" CD1 I I ! CD1 250 CFMI' i 1 I 1 4 ; Ii1i15i 0 CFM E' !' i '-T- (TYP.) P ) 'i I Il (TY r it . 1 ill ; I i M2 M2 !ii i i 1 fl €_ ,I Ir__;_ _, I $»� : 11 I Iz pro esslonalseal ' 1'..i I 1 3 I i ;.I 3 i li I ' ,-_I 3 i , 1111... 1111.. 1.111.. 1111 1111 111_1_ 1111_. 1111._. ..1111. _1_111.. 1111. 1111... _ 1111_ 1111: 1. iE i iE I. I. i 1 1 111_1.. �;--f.__- .-11 11_�... ____1111.._-..........___..: .e. _�...._.__ _1111._ r_1111._-_..._-1111._.____ �._ _ ti]�_: , __.. 1 i I3 I I "I ! I lil I :r' 1' 11I 1I :1 I i I Il ,. j i 1 W, l?' 1,: 1r 3r� illi Irl s r it m i I, 1 1 k 1 ,1 I jril :Ii� E1 ! f' f . I; !.{ _ _ PR. I1 4 f €€ , i _(...�.».., -,,,,, -m...,.. .._ e�.,,.�.,�ya�.�.� w., .�..,�p-�'.:,.�_ .n,...,....,..«,., Sr .� - ,ti.p.� Il ' �'' 1 1 .... ? r .r•.._.- „.y 4 __ 1111... ....._... ....... 111.1 1111.. _1111__ 1111..._ _1111. 1111.. __.. 1111... 1111. .....,.. 7 r Ii s i � z - OMY : 1 , ,..._ _.. 1111_ 1111... _... __ ._ i E 1 1111... 111.1.. .......... .. _1111... ....... 1111.. ...._..... _... _. ....._.. _........ .._......_.... 1111_ ........ i., r I . (_I 1 i t i I I E1 . i 11 i ;I I II 11 i „. Il 22 x22 RG 1 y■jam y(L73♦ ::3 { e i eT0Ta THIS PERMIT i I 1 I 3.. € ; 1 f 1 b 73 1111.t i i 1 I I i .i-. ...3 _ t i \ ...3 I i 1 f) ... .. ... - _ 1 ... 11__ ' 1 EGfi3i� II i i SE ►.1 , i 11 I 8 CD1 7, 91 .._-__ - _,_.. 1a 150 CFM = 1. 1 , g I - .._._ F t _ 1 I 1 .IL , P 1 1;1 f�€ t 1' . j I =1 1Is i l �I E, i. ?-i' if I It,. 1111_.. : ' i 3 ......... 3 N. L I , I 11 ; 1 i lit EE .{ I3 it 1t 11 •aw wa!•xa 1 [i _1__111_.. ......1 : ... ._^-_ 11_11,..: 1111_ ,._, 1111-.: 1_111 1111._ 1111 _... t , j. E ,_F .� t .^ ,i { '1 1111... .. 1111... t {._.__ _ ---�... .__ -_ __.__. .:m _ ,_�__�.�____ _ --------___ -- I E E 06/3 1 _, _ - _ _ - - - -- -8-- - - Z - - _ _.. - _ _._. 1. I d r a w i n g t i t l e Of � L" W HENDERSON I 0 w N OTE: E N G I N E E R S MECHANICAL FLOOK PLAN u EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 d r a w i n g n U m b e r w HVAC PLAN AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 I Z SCALE: 'I 4"- -��� EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 FAX 913 742 5001 COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES Iwww.hei-eng.com o AND EXISTING CONDITIONS. 125000250b O � T PARALLEL FAN- POWERED VARIABLE AIR VOLUME TERMINAL SCHEDULE (ELECTRIC HEAT) NOTES 4- D MARK UNIT MANUFACTURER MODEL INLET OUTLET PRIMARY MINIMUM FAN HEATING COIL FAN OISE CRITERIA ELECTRICAL Y � K STEPS V PH HP RADIATED DISCHARGE MCA MOCP ' SERVED SIZE IN SIZE IN CFM CFM CFM EAT LAT MBH W � L A - J FPVAV-1 EXISTING MALL AHU TITUS ATQP 14 14x 1 1 2250 405 995 65 80 22.1 6.5 1 208/3 1/3 38 26 26.6 30 � Q O 23 15.4 20 A - J - i FPVAV 2 EXISTING MALL AHU TITUS ATQP 10 14x1 1 1250 225 475 65 80 1 1.9 3.5 1 208/3 1/4 34 � Q � NOTES: ,o A. PROVIDE FILTER FRAME WITH 1" THROWAWAY FILTERS. B. HEATING COIL CAPACITY BASED ON 45 °F MAX. AIR TEMPERATURE RISE W U-) AND 450 FPM MINIMUM COIL FACE VELOCITY. > ~ i O c\t C. MOUNT HEATING COIL ON SUPPLY AIR OPENING. , T D. INSTALL WITH FLEXIBLE DUCT CONNECTORS AT ALL CONNECTIONS. O d0- E. FAN CFM BASED ON 0.35" MINIMUM STATIC PRESSURE LEAVING BOX. r, C6 F. PROVIDE FACTORY INTEGRAL DISCONNECT SWITCH. W r G. PROVIDE FACTORY INSTALLED CONTROL POWER TRANSFORMER. COORDINATE VOLTAGE WITH ELECTRICAL SERVICE. F= H. BOX NOT TO EXCEED SCHEDULED DISCHARGE OR RADIATED NOISE CRITERIA AT 0.5" W.G. PRESSURE DROP. J. PROVIDE FACTORY-INSTALLED, PRESSURE INDEPENDENT, ANALOG CONTROL PACKAGE, AT33 CONTROLLER TYPE. W r Z) 00 zT w Cq > � Q � AIR DEVICE SCHEDULE EXHAUST FAN SCHEDULE -J J PROJECT DESIGN CONDITIONS W T MARK SERVICE MANUFACTURER MODEL STYLE FRAME TYPE FACE SIZE NOTES MARK MANUFACTURER TYPE SONES SP V PH HZ NOTES 0) CD1 SUPPLY TITUS TMSA-AA CEILING DIFFUSER LAY-IN 24 X 24 A B SPACE SUMMER MAXIMUM SUMMER WINTER MINIMUM WINTER ,f ,C,D MODEL CFM WATTS O � CD2 SUPPLY TITUS TMSA-AA CEILING DIFFUSER LAY-IN 12"X12 A'B C D EF-1 COOK CABINET 1.7 100 120/1/60 A C SERVED TEMPERATURE MAXIMUM RH % TEMPERATURE MINIMUM RHS LO RG1 RETURN TITUS 50F CEILING DIFFUSER LAY-IN 24" X 24" A,B,D GN-144 78.2 LO RG2 RETURN TITUS 50F CEILING DIFFUSER LAY-IN 24"X12" A,B,D EF-2 COOK CABINET 4.6 200 120/1/60 B, C OUTSIDE AIR 85F N/A 23F N/A A VI GN-182 160 GENERAL INFORMATION LL DE CES : SALES 75F N/A 72F N/A 1. CONTRACTOR MUST S SELECT SCHEDULED MATERIALS OR APPROVED EQUAL. GENERAL INFORMATIONALL UNITS)) OFFICE AREA 75F N/A 70F N/A THIS DRAWING n Architect,DRAW G has been prepared b the A ch tect or ACCEPTABLE MANUFACTURERS ARE TITUS, CARNES, AND E.H. PRICE. 1. CONTRACTOR SHALL CHOOSE A SCHEDULED UNIT OR A COMPARABLE PP Y prepared under his direct supervision as an instrument UNIT OF A DIFFERENT MANUFACTURER. of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the NOTES: 2. CONTRACTOR SHALL PROVIDE A BACKDRAFT DAMPER IN THE overall layout,form, arrangement, and composition of spaces A. ALL ALUMINUM CONSTRUCTION DISCHARGE SIDE DUCTWORK OF EACH FAN. and elements portrayed constitute the original, un ublished Work of theAr e e p Architect. �n r roduction us or disclosure of � B. BRANCH DUCT SIZE SHALL BE SAME AS DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. HVAC SYSTEM LOAD SUMMARY the information contained yhe ein without the written consent 0 ED 0 WISE. of the Architect is strictly prohibited. TENANT NAME: HELZBERG SQ. FT 1,956 C. DAMPER AT TAKEOFF TO DEVICE. NOTES: © 2013 H.C.KLOVER ARCHITECT D. STANDARD WHTIE BAKED ENAMEL FINISH. A. SWITCH WITH LIGHTING. THE ARCHITECT DISCLAIMS responsibility for the existing building E. SUPPORT DEVICE INDEPENDENT OF DUCTWORK. B. FAN TO BE INTERLOCKED WITH SALES FLOOR LIGHTING. DESIGN CONDITIONS structure,site conditions,existing construction elements,or any documents,drawings or other instruments used for an part of this F D.B. 67.0 F W.B. OUTSIDE 72 FDB (INSIDE)- F. OPPOSED BLADE DAMPER IN NECK. C. PROVIDE FACTORY SPEED CONTROLLER MOUNTED ON FAN HOUSING. SUMMER: 85.0 (OUTSIDE), ( ) Project which do not bear the Architects seal. The Architects WINTER: 23.0 °F D.B. services are undertaken only in the interest of the Project Owner. No obligation is assumed try the Architect for the benefit of any other entity. LOAD CALCULATIONS: COOLING (BTUH) HEATING (BTUH) RELATED DOCUMENTS:This Drawing is a single component of an SENSIBLE LATENT TOTAL integrated set of Construction Documents. General and Supplementary Conditions of the Contract,General Requirements,Specifications and WALL: 0 0 0 other Drawings may affect the Work described. Failure to review and _0 Trite rate thegdesi n intent of the whole of the Construction Documents OUTDOOR VENTILATION AIR SCHEDULE GLASS: 0 0 0 0 does not relieve gthe Contractor from providing a complete Project. - - - -- _ COMPLY WITH all laws,codes,ordinances and regulations with authorities ROOF: 1 1,605 0 1 1,605 6,854 CALCULATION OF MINIMUM OUTDOOR AIR(OA) PER 2009 INTERNATIONAL MECHANICAL CODE -____ __ _ - __ __ - - -- __ _ _-_ having jurisdiction and with requirements of the Landlord,if applicable. PEOPLE: 7,560 6,078 13,638 -- Do not start Work until all permits and required approvals are obtained. -- --- _ SPACE SERVED PEOPLE ZONE OUTDOOR ZONE OUTDOOR AIRFLOW ZONE BREATHING ZONE ZONE AIR ZONE PROVIDED SYSTEM -- VERIFY ACTUAL CONDITIONS and dimensions prior to construction. VENTILATION: 7,137 913 8,050 -20,428 Commencement of work constitutes verification and acceptance of all ZONE OCCUPANCY REQUIRED PER AREA OUTDOOR DISTRIBUTION OUTDOOR OA CFM PROVIDING existin conditions. Applicationof a material ore ui ment item to Work ZONE FLOOR PER 1000 SF POPULATION AIRFLOW POPULATION RATE REQU 9 APP P INFILTRATION: 0 0 0 _ 0 installed by others cons�tutes acceptance of that�Nork,and assumption - -- -- CATEGORY AREA (SF) (CFM/PERSON) AIRFLOW (CFM) UNIT AREA (CFM/SF) AIRFLOW (CFM) AIRFLOW (CFM) EFFECTIVENESS AIRFLOW (CFM) OA (UNIT ID) LIGHTS: 18,669 0 18,669 -- of responsibility for satisfactory installation. SALES RETAIL SALES 1,575 15 25 7.5 188 0.12 189 377 0.8 471 475 VAV-1 & 2 MISCELLANEOUS: 3,484 0 3,484 -- DIIrIENSIONS SHOWN are to finish face of a material unless otherwise indicated - ---- - - - - - -- -- CALCULATE&tIFASURE drrrensans-I10 WTKUdrawings unless otherwise directed. OFFICE OFFICE SPACES 341 5 2 5 9 0.12 41 50 0.8 63 155 VAV-1 & 2 TOTAL 48,455 6,991 55,446 -27,282 _ r o e c t t i t l e TOTALS 230 534 630 VAV 1 & 2 ^� --- - CFM PER SQ. FT. AIR CONDITIONED AREA = 1.78 p -o LO r LU 7 J UU LU ROOF _= C 3 JOIST ® CV I ANGLE OR UNISTRUT \ 4 6,f 6,f w Q I j 1 HANGER STRAP � Z � O i SEE NOTE 1. Q i W 0 =D o z J SHEET METAL ® O ~ �-- 1" MIN SCREWS SEE (D O NOTE 2. (TYP) = z 60" MAX ROOF ELECTRIC REHEAT COIL _.W / c� GRIP LOCK WOVEN NYLON BLOWER SECTION PARALLEL TO STRUCTURE f, POLYESTER BLEND FLEXIBLE (SEE NOTE 1) 6 r� JOIST 6 00 °� ALLOW FOR REQUIRED LO CONNECTION MAXIMUM 6 LL Q o• (SIMILAR TO METAL-FAB BY SUPPLY NEC CLEARANCE. �� �� DUCT DURO DYNE) OVERLAP DUCT VAV BOX WITH INTERNAL - FASTENER p r o j e c t n u m b e r WRAP INSULATION AND SEAL r � INSULATE INSULATION,EXTERNALLY SEE OTHERWISE OPTIONAL ROUTING IN BOLT AND 12007. 2 SEE NOTE 4. � 05 CONCEALED AREAS NUT � CONCENTRIC SHEET METAL T (MAX. 36� " drawin i s s u a n c e ) g � METALLIC OR NON-METALLIC BAND OVER INSULATION TYPICAL7 REDUCER, ONE SIZE CONTROL BOX SEE NOTE 5. ANGLE OR UNISTRUT INSULATED DUCT / LANDLORD PERMIT BID SET 01.09.13 LARGER THAN BOX INLET J \ � , HIGH EFFICIENCY TAKEOFF EXTERNALLY REQUIRED WITH FLEX ON PROVIDE LINED RETURN AIR BOOT FULL SIZE OF BOX RETURN AIR OPENING OR d r a w i n g r e v i s i o n s INSULATED, WITH VOLUME DAMPER HIGH PRESSURE SIDE - J AS INDICATED ON PLANS. BOOT SHALL BE SHEET METAL AND DAMPER LOCK WITH EXTENSION �� „ „ No. Description: Date: ROUND SUPPLY „ L SHAPED AS SHOWN OR STRAIGHT IF SCREW FOIL TAPE AT .......... i » MAXIMUM 6 FLEXIBLE AIR DUCT :;::::: W ELBOW. MIN. 5 ..................... 1 i SPACE DOES NOT ALLOW (MAX. 24 0) INSULATION .-.::::. CONNECTION SEE NOTE 3. TOTAL LENGTH .....................:::: JOINT = ELECTRICAL PROVIDE DUCT WRAP i -- WIRING BY INSULATION AND SEAL---­-, i �� LINE OF SIGHT FASTENER TYPES SEE NOTE 1. I _ ELECTRICAL ALL- THREAD I ALL THREAD ROD - CONTRACTOR MINIMUM STRAIGHT LENGTH �- PROVIDE OR RELOCATE . ....... .... --- TO STRUCTURE OF 3X DUCT DIAMETER FILTER RACK AS REQ'DROOF ::. PRE-INSULATED FLEXIBLE PERPENDICULAR TO STRUCTURE DUCT AS REQUIRED, INSULATION INSULATION AS SPECIFIED EXHAUST DUCT f INSTALL PERMANENTLY AS REQUIRED SEALED AND SUPPORTED RE: MECHANICAL PLAN BOTTOM OF TO PREVENT KINKING AND - - - - - STRUCTURE ���\ ;�'�� LOADS MUST BE SHARP TURNS BACKDRAFT SUPPLY DUCT HUNG WITHIN 6" FAN HOUSING METALLIC OR NON-METALLIC DAMPER " OF PANEL POINTS rofessionalsea NOTES: l BAND (TYPICAL) TWIST STRAP FASTENER p J 1. SUPPORT AIR TERMINAL UNIT BOTH ENDS WITH MINIMUM 2 WIDE GALVANIZED 22 GA. i SUPPORT UNIT WITH SPRING VIBRATION ISOLATORS WITH 0.5 STATIC 16 GA. GALV. STEEL ADJUSTABLE HANGER STRAPS SU � REFERENCE „ ONLY �.rr MOUNTING BRACKETS DEFLECTION IF INTERNAL FAN SPRING ISOLATION IS NOT PROVIDED. LOCATE BAND (2 WIDE) NOT APPROVED WITH THIS PERMIT � � E�pGlllllllllll IIIIIIIIIIIIIIIIIIVIII:_ PRp E-Z SUPPORTS AROUND UNIT TO MAINTAIN CLEARANCE FOR ACCESS TO UNIT COMPONENTS � R 2. INSTALL BOX NOT MORE THAN 3 FEET ABOVE THE CEILING TO ENABLE ACCESS FOR C� +� FLEX CONNECTOR MAINTENANCE. ROUND DUCT �y � � NOTES: 1 3. FLEXIBLE CONNECTION SHALL BE ATCO MODEL UPC# 017. OR DURO-DYNE INSULFLEX. CEILING 1. FOR DUCTS LARGER THAN 360, USE TWO HANGER RODS, WIRES OR STRAPS ISOLATOR BUSHING - - - - -- ---- ,� 47 . PROVIDE 6" CLEARANCE FOR MAINTENANCE UNLESS MORE IS RECOMMENDED BY TO SUPPORT DUCT FROM EACH SIDE. OREGON WITH FLANGED NUT EXHAUST GRILLE CEILING MANUFACTURER. SEAT.�� 1 5. PROVIDE MINUMUM 18 CLEARANCE FOR ACCESS TO CONTROL PANEL. NOTES: PROVIDED WITH ROUND RECTANGULAR DUCT SUPPORT DETAIL 1. EXTEND RIGID METAL DUCT SO THAT MAXIMUM FLEXIBLE DUCT LENGTH DOES NOT EXHAUST FAN 1 eS' EXCEED 5'-0". PROVIDE RIGID 90' ELBOW WHERE REQUIRED TO KEEP FLEXIBLE PARALLEL FAN POWERED NO SCALE DUCT WITHIN 5'-0" LENGTH LIMITATION. E ES 06/30/13 z 0 2. PROVIDE RIGID ROUND-TO-OVAL TRANSITION WHEN PLENUM HAS OVAL CONNECTION. BOX WITH ELECTRIC REHEAT COIL ° Ckfd r a w i n t i t l e w - 2 NO SCALE 9 LAY IN CEILING HENDERSON w DIFFUSER DETAIL NOTE: ENGINEERS MECIANICAL5C1IDULE5AND DETAIL5 4. CEILING MOUNTED EXHAUST FAN V5 NO SCALE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE SUITE 300 d r a w i n n u m b e r 3 9 NO SCALE w AND MAY NOT REFLECT EXACT AS BUILT CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 Z EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 Q Z) COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES - o www.he� eng.com AND EXISTING CONDITIONS. 1250002506 _� 4_ 15A WARRANTIES 0 15A. Heating, Ventilating, and Air Conditioning. o WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE - N 15A GENERAL INSTRUCTIONS PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS 3. CONSTRUCT SUPPLY DUCTS UPSTREAM OF FPVAV BOXES TO MEET SMACNA POSITIVE 24. 15A FPVAV BOXES a) (O O ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO PRESSURE OF 4" W.G & SUPPLY DUCTS DOWNSTREAM OF FPVAV BOXES TO MEET 15A GENERAL REQUIREMENTS PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR SMACNA POSITIVE PRESSURE OF 2" W.G. CONSTRUCT RETURN, OUTDOOR AND 25. PROVIDE E.H. PRICE, TITUS, CARNES, KREUGER OR ENVIRONMENTAL TECHNOLOGIES Y a) WILL BE HE PSTREAM OF FANS TO MEET SMACNA NEGATIVE PRESSURE PRESSURE INDEPENDENT VARIABLE VOLUME FAN POWERED TERMINAL BOXES AS + " LD RESPONSIBLE FOR VI AUST DUCTWORK U LE VIOLATIONS OF THE LAW. MANUFACTURERS STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL EXH REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY DEFECTS OCCURRING WITHIN THE WARRANTY PERIODS) AS STATED IN THE OF 1" W.G. CONSTRUCT EXHAUST DUCTWORK DOWNSTREAM OF FANS TO MEET NOTED AND SCHEDULED ON THE DRAWINGS OR APPROVED EQUIVALENT. � � > CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. 15A PROTECTION OF EQUIPMENT AND MATERIALS GENERAL' CONDITIONS AND DIVISION 1. ' SMACNA POSITIVE PRESSURE OF 1" W.G. CONSTRUCT BOX CASING OF 22 GAUGE ZINC COATED STEEL, INTERNALLY LINED WITH ��'� Q p CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO 3/4 INCH THICK DUAL DENSITY FIBERGLASS INSULATION THAT COMPLIES WITH UL 181 0- 2 REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR 4. PROVIDE MILL PHOSPHATIZED OR GALVANEALED FINISH FOR EXPOSED DUCTWORK AND NFPA-90A. () 0 • UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, SITE. COVER WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. TO BE FIELD PAINTED. SHOP TREATED SHEET METAL SHALL HAVE GALVANIZED METAL " z TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PRIMER APPLIED IN THE SHOP AFTER FABRICATION AND PRIOR TO SHIPPING. 26. CONSTRUCT THE PRIMARY AIR VALVE DAMPER OF METAL WITH PERIPHERAL GASKET SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE PIVOTING IN SELF-LUBRICATING BEARINGS. WHEN CLOSED, THE DAMPER LEAKAGE M • CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO ENGINEER OR OWNER. 5. SEAL DUCTWORK WITH HEAVY LIQUID SEALANT, HARDCAST IRONGRIP 601, DESIGN SHALL NOT EXCEED 2 PERCENT OF THE RATED CFM AT 3" INLET STATIC PRESSURE. 0 WLO THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. POLYMER DP 1010 , UNITED MCGILL DUCT SEALER OR APPROVED EQUAL, APPLIED SET MINIMUM POSITION OF DAMPER AT THE FACTORY AND ALLOW FIELD O N PORTIONS OF THE WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL ACCORDING TO SEALANT MANUFACTURERS INSTRUCTIONS. FOR DUCTS WITH ADJUSTMENT. r BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR PRESSURE CLASSIFICATION OF 2 W.G. AND GREATER SEAL LONGITUDINAL AND W6 CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY TRANSVERSE DUCTWORK JOINTS AIRTIGHT TO MEET SMACNA CLASS B. FOR DUCTS 27. CONSTRUCT FAN BLOWER OF STEEL WITH FC BLADES, DYNAMICALLY BALANCED 0 "- AND CLEAN "OAPPEARANCE AT THE TERMINATION OF THE WORK. INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT WITH PRESSURE CLASSIFICATION LESS THAN 2" W.G. SEAL TRANSVERSE JOINTS WHEELS AND DIRECT DRIVE MOTOR. PROVIDE PERMANENT SPLIT CAPACITOR TYPE ti M 15A DEFINITIONS DATE AND TERM. AIRTIGHT TO MEET SMACNA CLASS C. TAPES AND MASTICS SHALL BE LISTED AND MOTORS WITH LUBRICATED BEARINGS AND THERMAL OVERLOAD PROTECTION. W r PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND LABELED IN ACCORDANCE WITH UL 181A. DESIGN MOTOR FOR USE WITH ELECTRONIC FAN SPEED CONTROLLER. PROVIDE i-- Cn FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE 15A CUTTING AND PATCHING ISOLATION BETWEEN MOTOR AND BLOWER ASSEMBLY. PROVIDE AN ELECTRONIC 0Z) • PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND OF DEBRIS INTO THE SYSTEMS. 6. PROVIDE RADIUS ELBOWS, TURNS, AND OFFSETS WITH A MINIMUM CENTERLINE SPEED CONTROLLER WHICH ALLOWS CONTINUOUSLY ADJUSTABLE FAN SPEED FROM U) 0 SIMILAR OPERATIONS." PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL RADIUS OF 1-1/2 TIMES THE DUCT WIDTH. WHERE SPACE DOES NOT PERMIT FULL MAXIMUM TO MINIMUM. W r• 15A SUBSTITUTIONS WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO RADIUS ELBOWS, PROVIDE SHORT RADIUS ELBOWS WITH A MINIMUM OF TWO Z) 00 INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR CONTINUOUS SPLITTER VANES. VANES SHALL BE THE ENTIRE LENGTH OF THE BEND. 28. PROVIDE BOX WITH A BACKDRAFT DAMPER, FILTER AND FILTER FRAME, AND DIRECT V I z *' SITE INCLUDING THE ACTUAL UNLOADING, UNPACKING, ASSEMBLY, ERECTION, THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL PROVIDE MITERED ELBOWS WHERE SPACE DOES NOT PERMIT RADIUS ELBOWS, DIGITAL CONTROLS INCORPORATE A SINGLE POINT ELECTRICAL CONNECTION WITHW 00 O PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER WHERE SHOWN ON THE DRAWINGS, OR AT THE OPTION OF THE CONTRACTOR WITH ELECTRICAL COMPONENTS ENCLOSED IN A SINGLE CONTROL BOX WITH AN ACCESS UQ d- PROTECTING, CLEANING, AND SIMILAR OPERATIONS." WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND THE ENGINEER'S APPROVAL. MITERED ELBOWS LESS THAN 45 DEGREES SHALL NOT PANEL SEALED FROM PRIMARY AIR FLOW. J APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE REQUIRE TURNING VANES. MITERED ELBOWS 45-DEGREES AND GREATER SHALL J CO PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE HAVE SINGLE THICKNESS TURNING VANES OF SAME GAUGE AS DUCTWORK, RIGIDLY 29. PROVIDE ELECTRIC RESISTANCE HEATING COILS OF OPEN COIL CONSTRUCTION WITH W � NICKEL 20 PERCENT CHROMIUM. PROVIDE NEMA 1 CONTROL PANEL READY FOR THE INTENDED USE. INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE ARCHITECT. FASTENED WITH GUIDE STRIPS IN DUCTWORK. VANES FOR MITERED ELBOWS SHALL 80 PERCENT , � , _, SUBSTITUTED ANDA COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE BE PROVIDED IN ALL SUPPLY AND EXHAUST DUCTWORK AND IN RETURN AND OUTSIDE ALUMINIZED OR GALVANIZED STEEL FRAME, AIRFLOW SWITCH, THERMAL OVERLOAD -1 D Q r J DO NOT INSTALL PROTECTION AND MAGNETIC CONTACTORS. - ` FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER 15A ROUGH IN AIR DUCTWORK THAT HAS AN AIR VELOCITY EXCEEDING 1000 FPM. _ �,., , �, O THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH VANES IN GREASE DUCTWORK. f O REQUIREMENTS OF THIS DIVISION COMPLETE AND READY FOR OPERATION CHANGES IN OTHER MATERIALS EQUIPMENT OR OTHER WORK THAT INCORPORATION COORDINATE WITHOUT DELAY ROUGHING-IN WITH GENERAL CONSTRUCTION. 30. 15A TEMPERATURE CONTROLS O INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF CONCEAL PIPING AND CONDUIT ROUGH-IN EXCEPT IN UNFINISHED AREAS AND WHERE 7. DUCTS SHALL BE CONNECTED TO FANS, FAN CASINGS AND FAN PLENUMS BY MEANS r PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE OTHERWISE SHOWN. OF FLEXIBLE CONNECTORS. FLEXIBLE CONNECTORS SHALL BE NEOPRENE COATED 31. 15A GENERAL REQUIREMENTS UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEERS DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED GLASS CLOTH CANVAS CONNECTIONS, DURO-DYNE, ELGEN, VENTFABRIC OR EQUAL. ,� t` SUBSTITUTION SHALL BE FINAL. 15A STRUCTURAL STEEL FLEXIBLE CONNECTORS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE 32. PROVIDE A SYSTEM OF TEMPERATURE CONTROLS INCLUDING THERMOSTATS, .. . ENGINEER: WHERE REFERENCED IN THIS DIVISION ENGINEER IS THE ENGINEER OF DEVELOPED RATING NOT HIGHER THAN 50. MAKE AIRTIGHT JOINTS AND INSTALL WITH CONTROL PANELS, TIME SWITCHES, OVERRIDE TIMERS, DAMPER MOTORS, AND RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND THE TERMS "APPROVED", "APPROVED EQUAL", AND "EQUAL" REFER TO APPROVAL BY STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT, DUCTWORK AND PIPING MINIMUM 1-1/2" SLACK. RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. PROVIDE THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD of service and is intended for use only on this project. Al DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS 8. PROVIDE BALANCING DAMPERS, MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC Drawings, Specifications, ideas and designs, including the overall la out form arrangement, and composition of s aces CONTROL WIRING SHALL BE SIZED TO ACCOMMODATE THE VOLTAGE Y � � 9 � P. APPROVED EQUAL, WHERE EQUIPMENT. THIS DIVISION IT MEANS INCREASED INVOLVEMENT BY AND OBLIGATIONS TO THE SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT INDUSTRIES CESCO LOUVERS & DAMPERS POTTORFF OR APPRO Q SU PO T , , and elements portrayed constitute the original, unpublished ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE SUPPORT MECHANICAL COMPONENTS FROM CEILINGS, OTHER MECHANICAL OR SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF DROP ASSOCIATED WITH THE DISTANCE BETWEEN THE CONTROL DEVICE AND THE Work of the Architect. Any reproduction, use, or disclosure of "ARCHITECT". the information contained herein without the written consent CONTROLLER. COORDINATE AND VERIFY NON-STRUCTURAL ELEMENTS. AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; RI WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED ELECTRICAL COMPONENTS, AND OTHER NON S EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. of the Architect is strictly prohibited. AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR 15A ACCESS DOORS RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. 33. PROVIDE SUPERVISION AND ON-JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE © 2013 H.C.KLOVER ARCHITECT JURISDICTION OVER THE WORK. ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION. THE SYSTEM THE ARCHITECT DISCLAIMS responsibility for the existing building ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING THE ACCEPTANCE structure,site conditions,existing construction elements,or any documents,drawings or other insWments used for any port of this . THE TERMS APPROVED EQUAL", "EQUIVALENT", OR EQUAL ARE USED BECAUSE OF SUBSTITUTED EQUIPMENT. FOR ACCESS OR MAINTENANCE TO CONCEALED VALVES AND EQUIPMENT INSTALLED NOT EXCEED 4.0 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 1�� WG PRESSURE OF THE SYSTEM BY THE ARCHITECT/ENGINEER. CORRECT DEFECTS OCCURRING Project which do not bear the Architects seal. Tfie Architects services are undertaken on in the interest of the Project Owner. No SYNONYMOUSLY AND SHALL MEAN ACCEPTED BY OR ACCEPTABLE TO THE UNDER THIS SECTION. PROVIDE CONCEALED HINGES SCREWDRIVER-TYPE LOCK DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND MODEL NUMBER DURING THIS PERIOD AT NO ADDITIONAL COST TO THE OWNER. 1 „ obligation is assumed by the Architect for the benefg of any other entity. ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED . THE TERM 15A SHOP DRAWINGS ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD-50. PROVIDE SPIN-IN FITTING RELATED DOCUMENTS:This Drawin is a'sin le componentthe of an APPROVED SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED ARCHITECTS APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. WITH STANDOFF CONNECTION AND VOLUME DAMPER FOR ROUND DUCTWORK 34. 15A SEQUENCE OF OPERATION integrated set of Construction Documents. General andSupplementary. TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. OMIT DAMPER AT TAKEOFF FITTING Conditions of the Contract,General Requirements,Specifications and other Drawings may affect the Work described. Failure to review and PROJECT. (6) COPIES OF MANUFACTURERS SHOP DRAWINGS FOR EQUIPMENT TO BE 15A ELECTRICAL WIRING WHEN DAMPER IS LOCATED DOWNSTREAM OF TAKEOFF. 35. 15A FAN POWERED VAV BOX WITH REHEAT CONTROL (FPVAV) 9 integrate the designn intent of the whole of the Construction Documents FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN does not relieve the Contractor from providing a complete Project. 15A PREBID SITE VISIT CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL 9. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, PROVIDE A 36. UPON A RISE IN SPACE TEMPERATURE ABOVE COOLING SETPOINT THE FAN POWERED COMPLY WITH all laws,codes,ordinances and regulations with authorities ' VAV BOX UNIT PRIMARY DAMPER SHALL MODULATE TOWARDS ITS MAXIMUM COOLING having jurisdiction and with requirements of the Landlord if a I'icable. PROVIDED BY METROPOLITAN AIR TECHNOLOGY MODEL RT-250 OR EQUAL BY YOUNG'S REGULATOR , p SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE 91 q. P I Y CONCEALED CABLE OPERATED VOLUME DAMPER WITH REMOTE OPERATOR. CFM. A DROP IN SPACE TEMPERATURE SHALL RESULT IN THE FAN POWERED VAV Do not start Work until all permits and required approvals are obtained. PRIOR TO SUBMITTING BID VISIT THE SITE OF THE PROPOSED WORK AND BECOME SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE AND DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED B , VERIFY ACTUAL CONDITIONS an limen ions prior to cons d s traction. FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH BOX UNIT PRIMARY DAMPER MODULATING TOWARDS ITS MINIMUM COOLING CFM. AS P Commencement of work constitutes verification and acceptance of all T FALL BELOW THE HEATING SETPOINT THE (. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH STANDARD 1/4'$ NUTDRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL THE SPACE TEMPERATURE CONTINUES 0 existin conditions. (cation of a material or aqu��i ment dem to Work I R RETURN AIR TO SPACE. 9 APP. P A ADJUSTMENT. POSITIVE FAN POWERED VAV BOX UNIT FAN IS ENERGIZED TO DELVE U installed others constitutes acceptance of that Wo and assum tion REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE , PRICE. REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. DIRECT, TWO-WAY DAMPER CONTROL SHALL BE PROVIDED WITH NO SLEEVES, AS THE SPACE TEMPERATURE CONTINUES TO FALL BELOW THE HEATING SETPOINT, of responsibility for satisfactory installation. P ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR SPRINGS OR SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. THE FIRST STAGE OF HEAT IS ENERGIZED. AS THE SPACE TEMPERATURE INCREASES DIMENSIONS SHOWN are to finish face d a material unless otherwise indcated. 15A MATERIAL AND WORKMANSHIP RESUBMITTAL IF REQUIRED. 15A REFRIGERANT AND OIL SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND KINKS IN CABLE. TO HEATING SETPOINT, THE FIRST STAGE OF HEAT AND FAN IS DE-ENERGIZED. CALCULATE&MEASURE dmension-DO 0 A drawings unless ohrk dreded. ' A JEWELER'S ROOM EXHAUST FAN CONTROL r 0 j e C t t l t I e WORK SHALL BE SEMCO UNITED WESCO OR EQUAL, 37. 15 J IN NEW AIR CONDITIONING 10. ROUND OR OVAL DUCT Q , PROVIDE NEW MATERIAL EQUIPMENT AND APPARATUS UNDER THIS CONTRACT SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEIS FIRM NAME OR LOGO PROVIDE FULL REFRIGERANT AND OIL CHARGE p J UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL REFRIGERATION SYSTEMS, AND MAINTAIN IT FOR FULL TERM OF THE GUARANTEE. SHEETMETAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER 38. EXHAUST FAN SHALL BE INTERLOCKED WITH SALES FLOOR LIGHT SWITCH AND BE NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" 15A FINAL TESTING AND ADJUSTMENTS THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION ENERGIZED WHEN LIGHT SWITCH IS 'ON' AND DE-ENERGIZED WHEN LIGHT SWITCH IS 1-0 11 STANDARDS FOR GAUGES WHEN PRESSURES NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN FOR PROCEDURES TO BE USED. EXCEED 2 W.G.): 'OFF'. 1_0 E DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PERFORM TEST READINGS ON FANS UNITS COILS ETC. AND ADJUST EQUIPMENT TO C-6Q ` DUCT GAUGE FITTING GAUGE r__1THE ENGINEERS CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS DELIVER SPECIFIED AMOUNTS OF AIR. PREPARE TESTING AND BALANCING REPORT 11. SIZE PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN LOG SHOWING AIR SUPPLY QUANTITIES, AIR ENTERING AND LEAVING TEMPERATURES 14 & UNDER 26 24 W LO PLANTS LOCATED IN THE UNITED STATES. DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS AND PRESSURES, FAN AND UNIT TEST READINGS, MOTOR VOLTAGE AND AMP DRAWS, 15 THRU 26 24 22 ry 4t OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR ETC., AND SUBMIT SIX COPIES OF THE FINAL COMPILATION OF DATA TO THE 28 H 22 20 w WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE 38 THRU 50 20 20 < U WORKMANLIKE APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING PROJECT. BALANCE AIR SYSTEMS TO WITHIN PLUS OR MINUS 10 PERCENT FOR 52 THRU 60 18 18 Q 0- ACA RCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. TERMINAL DEVICES AND BRANCH LINES AND PLUS OR MINUS 5 PERCENT FOR MAIN =) cn E EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES DUCTS AND AIR HANDLING EQUIPMENT OF THE AMOUNT OF AIR SHOWN ON THE 12. LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED QUAL FACTORY F4-- G/1 M oci M AND LAWS. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED INA DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR 3-RING BINDER. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION TEMPERATURE IN SPACES. ADJUST EQUIPMENT TO OPERATE AS INTENDED BY THE SPECIFIED ROUND BRANCH DUCTWORK, AT CONTRACTORS OPTION. HEAVY LIQUID O (f) O THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE SPECIFICATION. ALIGN BEARINGS AND REPLACE BEARINGS THAT HAVE DIRT OR JOINT SEALANT MAY BE OMITTED ON FACTORY-MANUFACTURED ROUND DUCTWORK. N o� RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, FOREIGN MATERIAL IN THEM WITH NEW BEARINGS WITHOUT ADDITIONAL COST TOW7 BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR THE OWNER. BALANCE CONTRACTOR SHALL INCLUDE IN THE REPORT ANY 13. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" 2 Z � 0 COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT MATERIALS. FOR EQUIPMENT WITH MOTOR STARTERS OR VFDS, INCLUDE SHORT IMPROPERLY INSTALLED OR MISSING BALANCING DEVICES THAT WOULD NEGATIVELY IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY Q SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DULY AND CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL IMPACT THE SYSTEM OPERATION. SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24 IN DIAMETER. FITTING W ® 0 RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT GAUGE SHALL BE 22 GAUGE FOR 36 FITTINGS AND UNDER, 20 GAUGE FOR LARGER �- 0 Z MET. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST SIZES. 90 DEGREE TEES SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND c/) Q REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED (D i-J INCLUDING CARTONS CRATING PAPER ,STICKERS AND/OR EXCAVATION MATERIAL REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING ACCORDING TO MANUFACTURERS INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN ® Z 0 NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE SATISFACTORILY. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM MEDIUM PRESSURE (DUCT PRESSURE CLASS 3" TO 6" W.G.) DUCTWORK AS � Z � 0 CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. TEMPERATURE IN SPACES. CALIBRATE, SET, AND ADJUST AUTOMATIC TEMPERATURE RECOMMENDED BY SMACNA. 0 C/-) z THE WORK. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION Z = 2 DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT OF SAFETY CONTROLS. 14. 15A FLEXIBLE DUCT c/) OW PRESSURE DUCT PRESSURE CLASS UP TO AND INCLUDING 2 W.G. AND MEDIUM Q REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME AND L ( ) WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR SUBMITTALS 15A EQUIPMENT FURNISHED BY OTHERS PRESSURE (DUCT PRESSURE CLASS 2.1 TO 6 W.G.) FLEXIBLE DUCT SHALL BE < 3: T Y E-MAIL, SHALL COPY THE ARCHITECT AND ENGINEER' FLEXMASTER TYPE 8B THERMAFLEX TYPE G-KM, M-KE, OR EQUAL FIRE RETARDANT - AND REGULATIONS HAVING JURISDICTION. SEN B E M L, S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE ENGINEER PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL 3: 15A COORDINATION REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF COOKING INSULATED DUCT, R-5.0 FIBERGLASS INSULATION. PROVIDE CPE LINER WITH STEEL crj SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE MATERIALS EQUIPMENT, WASHING EQUIPMENT, ETC., FURNISHED BY OTHERS, IN LOCATIONS AS WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. U-) COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND SHALL CLEARLY INDICATE INDICATED ON THE DRAWINGS AND/OR DESCRIBED IN THE GENERAL NOTES TO THIS 00 COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES BEING PROPOSED. CONTRACTOR. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE EQUIPMENT 15. CONNECT FLEXIBLE DUCT TO RIGID METAL DUCT OR AIR DEVICES AS RECOMMENDED o. THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SUPPLIER MAY INCLUDE FLUES, VENTS, INTAKES, ASSOCIATED ROOF JACKS AND BY THE MANUFACTURER. AT A MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. CAPS TO OUTDOORS, DAMPERS, IN-LINE FANS, ROOF FANS, CONTROL INTERLOCKS, AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON-METALLIC CLAMP TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. ETC. AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM IN OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER THE OUTER p r o j e c t n U m b e r 15A ELECTRONIC DRAWING FILES ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE WITH UL-181B AND UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES MARKED 181B-C. DUCT TAPE SHALL BE LABELED IN ACCORDANCE WITH UL 181B AND 12007.052 AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH-IN DIMENSIONS, AND MARKED 181B-FX. SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO d r a W I n g I S S U a n C e CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED. 3.5 INCH FLOPPY DISK, 100 MB ZIP DISK OR CD-ROM DISK, AS DESIRED, FROM THE SERVICE INSTALLATIONS. 16. 15A AIR DEVICES KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO LANDLORD/PERMIT/BID SET 01.09.13 CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL 15A DUCT INSULATION, DUCTWORK, ACCESSORIES, FLUES AND FANS 17. PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE E.H. PRICE, KRUEGER, NAILOR INDUSTRIES, TITUS, OR TUTTLE & BAILEY. SELECT AIR d rowing C e V I S I 0 n S NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND 15A DUCT INSULATION DEVICES TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC-30 UNLESS No. Description: Date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p rofessionaIseaI N STRICT HIS CONTRACT SHALL BE ICOMPLIANCE WITH SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS WITH INDEX 2. PROVIDE GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. 20. 15A EXHAUST AIR SYSTEMS �+ UNDER T0 CURRENTI APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AND TABS SEPARATING EQUIPMENT TYPES TO THE ARCHITECT AT THE TERMINATION CONSTRU T UC DING FITTINGS AND TRANSITIONS IN CONFORMANCE REFERENCE �1V1� AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. 21. PROVIDE IN-LINE (DUCT) MOUNTED EXHAUST FANS AS SCHEDULED ON THE NOT APPROVED WITH THIS PERM T ASSOCIATION NEPA UNDERWRITERS LABORATORIES UL OCCUPATIONAL SAFETY ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL MINIMUM THICKNESS OF DUCT SHALL BE 26-GAUGE SHEET METAL. REINFORCE DRAWINGS OR EQUAL COOK GREENHECK CARNES TWIN CITY FANS ACME OR 'Q PR . . THAN 5 -6 ON I UNTIL THIS HOUSINGS AND DUCTWORK OVER 30 WITH 1-1/4" ANGLES NOT LESS PENNBARRY COMPLETE WITH ISOLATED BLOWER UNIT AND CEILING GRILLE. PROVIDE ti SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD U � SHA AMERICAN SOCIETY OF MECHANICAL °�r AND HEALTH ADMINISTRATION (OSHA), >!N ENGINEERS ASME , AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT BACKDRAFT DAMPER, DISCHARGE DUCT, GOOSE NECK, AND VIBRATION ISOLATION AS '�Lc CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON SCHEDULED OR SHOWN ON THE DRAWINGS. (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. CENTERS NOT TO EXCEED 8'-O". DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EQUIPMENT, ETC. FROM DUCTWORK. COORDINATE ROUTING OF DUCTWORK WITH 22. 15A SHOP EXHAUST HOODS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE PROVIDE AS-BUILT DRAWINGS (SEE DIVISION 1 AND GENERAL CONDITIONS). OTHER CONTRACTORS SUCH THAT PIPING, ELECTRICAL CONDUIT, AND ASSOCIATED OREGON SUPPORTS ARE NOT ROUTED THROUGH THE DUCTWORK. SM.17,11a 1 CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 23. PROVIDE GALVANIZED STEEL EXHAUST HOODS AS DETAILED ON THE DRAWINGS. HOODS SHALL BE 18 G / AUGE MATERIAL, RIGIDLY BRACED AND SUPPORTED SO AS TO f . E PREVENT VIBRATION OR BENDING. ' ES 06/30/ z 0 W HENDERSON drawingtitle 0 UJ N OTE: FAENGINEERSId MECHANICAL 5PECIFICATION5 r -(A EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 W AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS. FIELD VERIFY ALL LENEXA KS 66214 z EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 ZCOORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-en .com o g AND EXISTING CONDITIONS. MPI 1250002506 I U SECTION 15B: PLUMBING. O T CV ` 15B GENERAL INSTRUCTIONS 1513 PROTECTION OF EQUIPMENT AND MATERIAL 15B STRUCTURAL STEEL DOMESTIC COLD WATER, HOT WATER, CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1" ONE— � PIECE FIBERGLASS COVERING WITH FARE—RESISTANT JACKET WITH SELF—SEALING LAP TO 15B GENERAL REQUIREMENTS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS—CORNING OR ARMSTRONG. 4- Y Q) COVER WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS SIZED FOR THE OUTSIDE Y REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER CLAMP FOR VERTICAL PIPE. � Q) THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SEAL EXPOSED INSULATION WITH INSULATION SEALER. EXCEPTION FOR VERTICAL PIPING: _` Q O RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL PIPE AND EXTEND CLAMP 0- . REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS OWN EXPENSE. ELECTRICAL COMPONENTS, AND OTHER NON—STRUCTURAL ELEMENTS. THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND VAPOR BARRIER WITH WET U o § SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND COAT OF VAPOR BARRIER LAP CEMENT. FOR COLD PIPING AT HANGERS PROVIDE 8" LONG " z I LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. 1513 ACCESS DOORS SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS—MANVILLE, DRAWINGS AND SPECIFICATIONS. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW OR FLEXIBLE UNICELLULAR CC • OF THE WORK. PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR PIPING INSULATION MEETING ASTM C 534-01A, TYPE I WITH INTEGRAL HIGH DENSITY PIPE 0 W Lo THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY COOPER B—LINE / ARMACELL OR >O N DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO CONCEALED HINGES, SCREWDRIVER—TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT T DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS o 0) It ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT BEFORE ORDERING. INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE O O CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. KEEP THE MANUFACTURER—PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND ir-�- c6 SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE F. 15B MISCELLANEOUS REMODELING WORK] CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES W r 15B DEFINITIONS TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER �— O PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING FOR INSULATED PIPING. 0 CC) � FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, 15B SUBSTITUTIONS REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS. EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE—PIECE PVC PREMOLDED INSULATING W T THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD � oo INSTALL: TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, NOT LIMITED RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND z `— E CL G, BUT 0 L ED NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR op TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE W 0) APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. THE WORK SHALL BE SEALED GAS—TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SILICONE. JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURERS Q �1- COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL J O INTENDED USE." IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY AUTHORITIES, MITER INSULATION AT FITTINGS. W CO INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED � O PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER BEFORE FINAL FLOOR FINISHING. 15B PIPING JOINTS .3�' - 1. 1Wp MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD �� �� Q w J FURNISHED BY OWNER OR FURNISHED BY OTHERS: AN ITEM FURNISHED BY THE OWNER OR REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD �; �- 1 �' .I In-11 � LO IONS OR CONTRACTS AND INT SAW—CUT EXISTING CONCRETE FLOOR AS FREE 95 5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE ' UNDER OTHER DMS INSTALLED UNDER THE REQUIREMENTS OF THIS SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEERS DECISION OF APPROVAL OR SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW CU E / Ln DIVISION COMPLETE AND READY FOR THE INTENDED USE INCLUDING ALL ITEMS AND SERVICES DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. REQUIRED TO INSTALL NEW UNDERFLOOR LINES AND PATCH TO MATCH EXISTING SUB—FLOOR. SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN O - O WITH n R COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WI , INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. SOFT TEMPE .— THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." THE TERMS "APPROVED" "APPROVED EQUAL" OR "EQUAL" REFER TO APPROVAL BY THE THE FITTING MANUFACTURER'S RECOMMENDATIONS. �, , ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE ENGINEER: WHERE REFERENCED IN THIS DIVISION, ENGINEER IS THE ENGINEER OF RECORD ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING 11 "" . AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT APPROVAL PRIOR TO AWARD OF CONTRACT. GOOD OPERATING CONDITION. ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT THIS DRAWING has beenPY reP ared b the Architect, or TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL WHILE WET AND IN ACCORDANCE WITH ASTM D2855. prepared under his direct supervision as an instrument AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED PATCH HOLES WEATHER—TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS of service and is intended for use only on this project. All WASTE PIPE TO NEW OR EXISTING DISSIMILAR Drawin s, Specifications, ideas and designs, including the i PIPE ADAPTERS: MAKE CONNECTION OF NEW gg pp INVOLVEMENT BY, AND OBLIGATIONS T0, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT SUCH AS PIPING. overalllayout,form, arrangement, and composition of spaces » pp OBLIGATIONS TO, THE "ARCHITECT". MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION and elements portrayed constitute the original, unpublished INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND Work of the Architect. Any reproduction, use, or disclosure of AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY AUTHORITY HAVING JURISDICTION OVER DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. STANDARD FITTINGS AND JOINING PRACTICES. HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 the information contained herein without the written consent / (AUTHORITY) of the Architect is strict) prohibited. YP THE WORK. SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS © 2013 H.C. Architect ARCS strictly 15B SHOP DRAWINGS 1513 SYSTEM TESTING AND ADJUSTING FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH THE ARCHITECT DISCLAIMS responsibility for the existing building ECT NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 MASTIC. structure,site conditions existing construction elements,or any CFR 1910.7 E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL SIX 6 COPIES UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN documents,drawings or ofher instruments used for Q FURNISHED UNDER THIS Proan port of this ' The Architects OF MANUFACTURERS SHOP DRAWINGS FOR EQUIPMENT TO BE FUR CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR 15B PIPING INSTALLATION � t which do not bear the Architect s seal. T services are undertaken only in the interest of the Project Owner. No THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND CONTRACT ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND obligation is assumed b the Architect for the benefit of an other en . » REAM ENDS OF PIPE TO 9 Y Y �Y SHALL MEAN ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE GENERAL. CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. RELATED DOCUMENTS:This Drawing a is single component of an 9 P OR MANUFACTURER SPECIFIED . THE TERM APPROVED SHALL MEAN LABELED LISTED OR LISTS VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE RESULTING THEREFROM. REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH integrated set of Construction Documents. General and Su lementa , e9.. PP. ry BOTH, BY AN NRTL, AND ACCEPTABLE To THE AHJ OVER THIS PROJECT. INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT Conditions of the Contract,General Requirements,Specifications and other Drawings may affect the Work described. Failure to review and MAINTENANCE. HIGHLIGHT MARK LIST OR INDICATE THE MATERIA NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION THREE 3 WORKING DAYS BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE 9 Y I D E LS PERFORMANCE CRITERIA , , inte rate the desi n intent of the whole of the Construction Documents 9 9 158 PREBID SITE VISIT AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME—PLATED does not relieve the Contractor from providing a complete Project. REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED COMPLY WITH all laws,codes,ordinances and regulations with authorfies PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. having jurisdiction and with requirements of the Landlord,9 appltained.icable. Do not start Work until all permits and required a yals are ob INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE PPro VERIFY ACTUAL CONDITIONS and dimensions rior to construction. REPAIR OR CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE P WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEIS FIRM NAME OR LOGO, NOR SHALL BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. Commencement of work constitutes verification and acceptance of all COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. IT CONTAIN THE HEIS ENGINEERS SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEIS REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC—PLATED STEEL ezistin conditions. lication of a material or aqu��i ment dem to Work WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL— install6d b others constitutes acceptance of that Work,and assumption 1513 MATERIAL AND WORKMANSHIP TO PARAGRAPH ELECTRONIC DRAWING FILES FOR PROCEDURES TO BE USED. MAKE TESTS IN THE PRE / " PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S TO—COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. of responsibility for satisfactory installation. I AUTHORIZED REPRESENTATIVE. DIMIX ONS SHOWN are to finish face of a material unless otherwise indicated MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B— G11.CULAE&MEASUREdimensions-DO NOT Uf drainpuninofherkdredd UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE LINE OR EQUAL BY ANVIL MICHIGAN TRUSCON OR UNISTRUT. CONNECT HANGERS TO THE GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE p r o j e C t t I t I e SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER NUMBERS. AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS -0 AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PIPE PIPE FITTINGS PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3—RING PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON 06 LOCATED IN THE UNITED STATES. BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES FUNCTIONING. THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR I� INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: LJJ LO WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT ot:� 44-- APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL W WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH STARTERS OR SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. BE B—LINE #63170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE U SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF BAND HANGERS FOR INSULATED COPPER TUBE AND 3 SMALLER SHALL BE B—LINE #133170 NF Q DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND chi) INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, ARE NOT MET. LARGER SHALL BE B—LINE #133100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER 0 � (3 6 M TER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE TUBE 2 AND SMALLER TO WALLS OR IN CHASES WITH B—LINE B3198RCT COPPER COATED NOISE S Y RATTLING EQUIPMENT OR TEST THE DOMESTIC WA # CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL E CAU ED B Q CV » Q " 1 B EL DRAWINGS SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY—FOUR EXTENSION SPLIT RING PIPE CLAMPS, 3 8 THREADED ROD AND B LINE #B3199CT CEILING O PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND 5 ELECTRONIC GS / C/� EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH N 0 0- RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. IN PREPARATION OF SHOP OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN SHALL .NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U—BOLTS SIZED TO BARE ON THEW7 w � Z ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT FROM THE ENGINEER FOR A PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B—LINE #B3373CT COPPER2ry 0 REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP To 12 SHEETS AND $15 PER 1513 GUARANTEE COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. Q INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR -0- W0 o / BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" I-- a Z BACKFILLING ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO WRITTEN AUTHORIZATION. CONTRACTOR SHALL COMPLETE AND SEND THE FORM ATTACHED AT THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, CAST IRON PIPE: ADJUSTABLE c� PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. THE END OF THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO HENDERSON ENGINEERS, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN AND LARGER SHALL BE B—LINE #133100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO r J INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING FORMAT ON THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT SUPPORT VERTICAL PIPE SHALL BE B—LINE #133373 GALVANIZED STEEL. �.J Z � REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK THE ATTACHED FORM. IN ADDITION TO PAYMENT, ARCHITECTS WRITTEN AUTHORIZATION AND HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH ,� ® Q Ce T AND ENGINEERS RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING THE WORK IS TO BE PERFORMED AND THE DRAWINGS AND SPECIFICATIONS PERTAINING PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3 AND SMALLER. CLEVIS HANGERS FOR 4 AND I— z 0 PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES 0 � GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT0 REGULATIONS HAVING JURISDICTION. FILES WILL BE SENT. THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF LARGER SHALL BE B LINE #83100 Cr) Z PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. VERTICAL PIPE SHALL BE B—LINE #B3373 GALVANIZED STEEL. = 158 COORDINATION 1513 WARRANTIES (/) cn GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN INSULATION PROTECTION SHIELDS: B—LINE #B3151 OF 18 GAUGE GALVANIZED SHEET METAL. COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH < 3: THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT ACCEPTANCE BY THE OWNE R. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. - WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. THEM. LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR 3: COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED WATER HAMMER. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS cf) AT NO ADDITIONAL COST TO THE OWNER. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WITH B—LINE #83031 OR #133033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE U-) PERIOD REPAIR OR REPLACE SUCH WITH B—LINE 3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. M F F 12 M F IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE WORKMANSHIP, DESIGN OR MATERIAL OR A PERIOD 0 MONTHS FROM DATE 0 # 1_0UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, CONNECT RODS IN WOOD CONSTRUCTION WITH B—LINE #83058 SIDE BEAM CONNECTORS. HANG p. BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY ARCHITECT AND ENGINEER. AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD (S), CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. 15B PLUMBING PIPING COPPER TUBE: 1-1/2" AND SMALLER — EVERY 6 WITH 3/8 HANGER RODS; 2 EVERY 10 WITH r 0 e C t n U m b e r 3 8"HANGER RODS; 2-1 2" EVERY 10' WITH 3 8" HANGER RODS; 3" EVERY 10' WITH 1 2" RODS, 4" p ES ENGAGED IN THE CONSTRUCTION OF THE PROJECT / / / / WORK OF OTHER TRAD , AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS 15B PIPING MATERIALS EVERY 10, WITH 5/8» HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10 . 12007.052 OTHER TRADES. WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER d r a w i n g i s S u a n c e FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING RODS; 3„ WITH 1/2” HANGER RODS; 4 WITH 5/8 HANGER RODS; 6 WITH 3/4 HANGER RODS; 8„ CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OWNER. METHOD. AND LARGER WITH 7/8” HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. LANDLORD/PERMIT/BID SET 01.09.13 OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN DOMESTIC WATER (COLD AND HOT): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4'. 1-1/2" AND SMALLER WITH 3/8" HANGER RODS; 2" drawing r e v i s i o n s WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT WITH 1 2"HANGER RODS; 2-1/2" AND 3" WITH 1/2" HANGER RODS 4" AND LARGER WITH 5/8" PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED HANGER RODS. SUPPORT VERTICAL PVC PIPE EVERY 4'. No. Description: Date: FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR OWNER AND STATING THE COMMENCEMENT DATE AND TERM. MECHANICALLY FORMED TEE CONNECTIONS (T—DRILL) MAY BE USED IN COPPER LINES WHERE „ APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER SILFOS INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8 PER FOOT FOR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. ( ) I MANUFACTURER'S INSTRUCTIONS. PIPING 4OR LARGER AND NOT LESS THAN 1 1513 COINCIDENTAL DAMAGE JOINTS IN CONFORMANCE WITH MANUFAC " 4" PER FOOT FOR PIPING 3" OR SMALLER. LAY PIPE/ 15B ORDINANCES AND CODES AT UNIFORM SLOPE, FREE FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN H CONTRACTOR SHALL REPAIR WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH CONNECTIONS WITH SANITARY TEES OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE NEOPRENE GASKET JOINTS, MEETING ASTM A74, MANUFACTURED BY AB & I FOUNDRY, FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL SATISFACTION OF THE ARCHITECT. CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. HUBLESS LONG SWEEPING "ELLS", COMBINATION 'Y AND 1/8 BEND FITTINGS, OR 45 DEGREE ELLS (1/8 BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCHEDULE 40 DWV ASTM BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. INSTALL PIPE WITH THE BARREL OF INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE 15B CUTTING AND PATCHING D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454—B WITH ASTM 2665 THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THE PIPE PROTECTION ASSOCIATION NFPA , UNDERWRITERS LABORATORIES UL), OCCUPATIONAL SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO LINE WITH BATTEN SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. CODE. BOARDS SET NOT MORE THAN 24'-0" APART. CLOSE OPEN ENDS OF PIPE WITH A STOPPER (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS FOR (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR p r o f e s s i o n a I s e a I MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301, TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. THE CONTRCT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TRADEMARK OF THE CISPI AND NSF. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PRIOR TO "SOLID WALL" CELL CLASS 12454—B WITH ASTM 2665 SOCKET FITTINGS INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION POINT OF REFERENCE ONLY P� TO THE ARCHITECT. MEETING ASTM B 1784, PERMITTED WHERE APPROVED BY CODE. NOTE: PVC EXISTING SEWER SERVICE LINE OR EXISTING TENANT CONNECTIONS INDICATED ON THE fit. WITH SOLVENT WELD JOINTS IS ALSO P PERMIT °� PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE ( NC?'�APPROVED WITH THIS PE IN ELEVATION POINT N RETURN AIR PLENUMS DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEV R� PIPING IS NOT ALLOWED IN CEILING ET WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES 1513 ROUGH—IN ) OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT SO THAT AN ALTERNATIVE MAY BE 1 OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING 15B PIPING AND EQUIPMENT INSULATION DETERMINED. . PUBLIC. ROUGH—IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH—IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. SEN SEPT.17i 1 1 ,S �' e ES 06/30/ 3 z O wHENDERSON drawingtitle 0 ui N OTE: FENGINEERS MECHANICAL 5PECINCATION5 Vi EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 d r a w i n g n u m b e r UJ AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 z EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 FAX 913 742 5001 Z) COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.h i- n .com o e e g AND EXISTING CONDITIONS. 1 MP2 1250002506 � � O M r PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON ® THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED O BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. Cn +� GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING Y SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3 SIZE EXCEPT IN TROPICAL L CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND ►�� Y FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE .�® Q p DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT U_ FLOORDRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN U ON THE DRAWINGS. �. z DOMESTIC WATER: ARRANGE COLD AND HOT WATER PIPING TO DRAIN AT THE LOWEST POINT IN CC • EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT W LO CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE N REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. r MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE ' Qj INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS 00qt POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER I-, c6 INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. W Ir- 15B 15B PIPING SANITIZATION I— O � x SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) 0 U WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION W IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL :) 00 TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL z r CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. W Cq O Ud• 15B PLUMBING SPECIALTIES J O J M 158 AIR CHAMBERS, WATER HAMMER ARRESTORS, AND TRAPS W 0) PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER—SEALED SELF—CLEANING DESIGN. FULL "S" x 3 TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE O 0- DRAWINGS DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS = J LO THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH Ln TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAPS PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. _ 15B CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS K�r A H FLOOR CLEANOUTS: SHALL BE AS EDUCED ON THE DRAWINGS. INSTALL CLEANOUTS AT THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET of service and is intended for use only on this project. All IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES Drawings, Specifications, ideas and designs, including the ,> �, overall la out,form, arrangement, and composition of spaces CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4", AND 4 SIZE FOR PIPES LARGER THAN 4". Y 9 P. an original, pp d elements portrayed constitute the o Igrna, unpublished DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION Work of the Architect. Xny reproduction, use, or disclosure of AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, the information contained herein without the written consent RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH—IN AND INSTALL EACH of the Architect is strictly prohibited. FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. © 2013 H.C.KLOVER ARCHITECT THE ARCHITECT DISCLAIMS resppgonsibility for the existing building structure,site conditions, ezistin construction elements,or an WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS AT documents,drawings or other instruments used for an part of this POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR Project which do not bear the Architect's seal. Be Architects services are undertaken on in the interest of the Project Owner. No DOWNSPOUT STACK, AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET � � obligation is assumed b the Architect for the benefit of an other entity. NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT SPECIFIC Y Y �Y RELATED DOCUMENTS.This Drawing a is single component of an 9 P FIXTURE TYPES. INSTALL WALL CLEANOUTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED integrated set of Construction Documents. General and Supplementary. WITHIN FOUR FEET OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE Conditions of the Contract,General Requirements,Specifications and WALL TO LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED. INSTALL CLEANOUTS ON other Drawings may affect the Work described. Failure to review and WHERE REQUIRED BY CODE. integrate the design intent of the whole of the Construction Documents URINALS AND SINKS does not relieve h Contractor from rovrdin a complete o relev the Project. providing P COMPLY WITH all laws,codes,ordinances and regulations with authorities 15B VALVES having jurisdiction and with or of the Landlord,9 applivable. BALL VALVES: 2" AND SMALLER, NIBCO #S-685-80—LF; TWO PIECE LEAD FREE BRONZE BODY, WITH Do not start Work until all permits and required approvals are obtained. SOLDERED ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 600 PSI, BLOW— VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all OUT PROOF STEM. existing conditions. Application of a material or equipment item to Work installed b others constitutes acceptance of that Work,and assumption 15B PLUMBING FIXTURES AND EQUIPMENT of responsibility for satisfactory Installation. DIMENSIONS SHOWN are to finish face 4 a material unless otherwise indicated 15B PLUMBING FIXTURES C4C 19 HFCK dimensiuIs-DO NOT SN.E kings unless otherwise drected. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND p r o j e c t t i t I e INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME—PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. -0 158 PLUMBING FIXTURE TRIM a FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON UJ LO EACH ITEM. ^/ 1� LJJ PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS. U Q FIXTURE P—TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS C-0 TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME t/1 M o PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND � Cv TUBULAR OR ZURN. ® v-) Q "NO � SINK SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT TYPE WITH FULL TURN BRASS WHEEL HANDLE OR LOOSE KEY TYPES AS NOTED ON DRAWINGS SHALLOW STEEL w 0 STEM, � FLANGE, 3/8" COPPER RISER FLANGE, ALL CHROME PLATED, FINAL CONNECTION AS REQUIRED: Q BY MCGUIRE, BRASS CRAFT, EBC, PROFLO OR ZURN. W ® =D 0 c� PROVIDE HANDICAP INSULATION KITS FOR SINKS ON EXPOSED WATER AND WASTE PIPES AND Q FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY (D PLUMBEREX "PRO-2000" PROFLO TRAP—WRAP OR TRU—BRO. ® 0 [[� BROCAR, MCGUIRE, , �— F— Z o o � 15B WATER HEATER WATER HEATER SHALL BE EEMAX WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT c� SHALL BE WALL—MOUNTED, TANKLESS, POINT—OF—USE TYPE WITH THERMOSTATIC CONTROL, Q FLOW SWITCH, COMPLETELY PRE—WIRED AND JACKET, UL APPROVED. c� LO 00 Lo 0._ p r o j e c t n u m b e r 12007.052 d r a w i n g i s s u a n c e LANDLORD/PERMIT/BID SET 01.09.13 drawing revisions No. Description: Date: professionaIseaI REFERENCE ONLY �ti��� PRt��� 'NOT APPROVER WITH THIS PERMIT IN F � OREGON SEff.17,1 91 n E ES 06/30/ 3 z 0 wHENDESON drawingtitle 0 ui NOTE: E N G I N E E R S MECHANICAL SPECIFICATIONS Vi EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE SUITE 300 d r a w i n g n u m b e r w AND MAY NOT REFLECT EXACT AS—BUILT CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 z EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-eng.com .com g AND EXISTING CONDITIONS. 1250002506 • a O FIRE SPRINKLER GENERAL NOTES. SECTION 15C: AUTOMATIC SPRINKLER SYSTEM: 15C SYSTEM DESIGN 15C RECORD DRAWINGS 15C PIPING AND FINISHES M N 1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE (0 CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND RATING HAZARDS DURING PROGRESS OF THE WORK OF THIS SECTION THIS EXCAVATION, TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE (0 IN ACCORDANCE WITH NEPA 13. SYSTEM SHALL ALSO MEET ALL 15C GENERAL WITH THE OWNER'S INSURER PRIOR TO DESIGNING THE SYSTEM. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL WITH REQUIREMENTS OF THE EXCAVATION AND BACKFILL SECTION OF APPLICABLE BUILDING CODES, FIRE CODES AND THE REQUIREMENTS 4- OF THE AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER. 15C GENERAL REQUIREMENTS WATERFLOW AND PRESSURE TEST DATA SHALL BE ACQUIRED BEFORE CHANGES MADE IN THE INSTALLATION OF THE SYSTEM. UPON THE PLUMBING SPECIFICATIONS. Y SYSTEM IS CALCULATED AND BE DATED NOT MORE THAN 12 MONTHS COMPLETION OF THE WORK, ACCURATELY TRANSFER ALL RECORD Y VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL. PRIOR TO THE SUBMITTAL OF SPRINKLER SHOP DRAWINGS. INFORMATION TO THREE IDENTICAL SETS OF THE APPROVED SHOP PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF > ALL REQUIREMENTS UNDER THE GENERAL AND SUPPLEMENTARY �_ CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS ARRANGEMENTS FOR AND COST OF FLOW TESTS SHALL BE THE DRAWINGS. INSERT ONE SET INTO EACH COPY OF THE MANUAL THE ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT Q _O 2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO CONTRACTOR'S RESPONSIBILITY. DESCRIBED BELOW. CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM �- AND FOR BID PURPOSES ONLY. LAYOUT SYSTEM, PERFORM REQUIRED THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. INSTALL THOROUGHLY BECOME FAMILIAR WITH ALL ITS CONTENTS AS TO CALCULATIONS AND COORDINATE WITH 0Z SUPPORTED. OTHER TRADES. I SUPPLY 15C SYSTEM MANUAL SYSTEM SUCH THAT ALL PIPING IS RIGIDLY SECURED AND CODES AND REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. HYDRAULIC CALCULATIONS SHALL BE SUBMITTED INCLUDING SUP L 3. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL, AND DEMAND GRAPH; ALL HYDRAULIC REFERENCE POINTS AND AREA ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS AND MAIN RUNS OF OF APPLICATION SHALL APPEAR ON THE PLAN. CONTRACTOR SHALL UPON COMPLETION OF THE INSTALLATION, AND AS A CONDITION OF ITS PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER PIPING. CUTTING • EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR „ W OF COORDINATION AND TO MEET AUTHORITY HAVING JURISDICTION THREE 8-1 2 BY 11 OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR � AND INSURANCE CARRIER REQUIREMENTS AT NO ADDITIONAL COST TO REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE VERIFY WITH AHJ ANY MINIMUM SAFETY FACTOR REQUIREMENTS. ACCEPTANCE, CONTRACTOR SHALL COMPILE T /DEMAND SHALL NOT BE LESS THAN 10% BELOW THE SUPPLY AT THE MANUALS, FIRMLY BOUND IN HEAVYWEIGHT PLASTIC OR PAPER COVER HANGERS WILL NOT BE PERMITTED. ALL HORIZONTAL PIPING IN > � THE OWNER. DRAWINGS AND SPECIFICATIONS. > T DEMAND POINT. TO WITHSTAND HARD USE. LOOSE-LEAF BINDING IS NOT ACCEPTABLE. CEILING SPACE SHALL BE AT AN ELEVATION ABOVE THE TOP OF LIGHT THE SPECIFICATIONS WRITTEN HEREIN AND THE ASSOCIATED MANUALS SHALL BE DELIVERED TO THE ARCHITECT, AND SHALL FIXTURES AND AIR OUTLETS TO ALLOW FOR ACCESS TO LIGHT O O 4. MODIFY EXISTING SPRINKLER SYSTEM. RELOCATE AND/OR PROVIDE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF THE WORK PROTECT ENTIRE BUILDING, UNLESS NOTED OTHERWISE WITH A WET CONTAIN THE FOLLOWING ITEMS: FIXTURES AND AIR OUTLETS WITHOUT REMOVING HORIZONTAL PIPING. O (0 ADDITIONAL SPRINKLERS, PIPING, HANGERS, ETC. COORDINATE WITH TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. ROUTE ALL SPRINKLER PIPING AND PROVIDE ALL OFFSETS, BENDS, AND N (� WALLS, CEILINGS, LIGHTS, DIFFUSERS, STRUCTURE, OBSTRUCTIONS, DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN r E EVENT OF DISCREPANCIES ON THE DRAWINGS AND DESIGN SYSTEM FOR LIGHT HAZARD, 0.10 GPM/SF OVER THE 1) IDENTIFICATION CLEARLY VISIBLE ON OR THROUGH THE COVER, THE ELBOWS AROUND ALL MECHANICAL, ELECTRICAL, AND STRUCTURAL W ETC., IN AREAS AFFECTED BY SCOPE OF WORK. SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 100 GPM NAME OF THE PROJECT AND "FIRE SPRINKLER SYSTEM MANUAL". MEMBERS AS REQUIRED. O HOSE ALLOWANCE ADDED AT THE BASE OF RISER. 5 , 5. COORDINATE SPRINKLER SYSTEM MODIFICATIONS TO MINIMIZE SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER (n THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. REFER 2) NEATLY TYPED INDEX AT FRONT WITH ALL EMERGENCY WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME , SYSTEM IMPAIRMENT. PROVIDE FIRE WATCH AND INTERIM FIRE PROTECT ENTIRE BUILDING, UNLESS NOTED OTHERWISE WITH A WET INFORMATION CLEARLY IDENTIFIED. PLATED (OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT) SPLIT LU r PROTECTION MEASURES WHERE REQUIRED BY THE AUTHORITY TO SECTION 15B PLUMBING FOR ADDITIONAL REQUIREMENTS THAT TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY :) 00 / APPLY TO THIS INSTALLATION THAT ARE NOT WRITTEN HEREIN. HAVING JURISDICTION, INSURANCE CARRIER OR OWNER. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 2, 0.20 GPM SF OVER 3) COMPLETE LIST OF ALL SYSTEM COMPONENTS WITH AROUND THE PIPING. WHERE PIPING IS CONCEALED OR INSTALLED IN z T- THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 250 MANUFACTURER'S NAMES, CATALOG NUMBERS, AND ALL DATA FOR UNFINISHED AREAS, SUITABLE PLATES SHALL BE PROVIDED AT EACH W 0?15C DEFINITIONS 6. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH NFPA GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. ORDERING PARTS. PENETRATION TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A Q 70 FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND FIRE STOP. co DELIVER TO THE PROJECT SITE READY FOR UNLOADING, UNPACKING, PROTECT MECHANICAL ELECTRICAL AND STORAGE AREAS/ROOMS 4) ONE COPY OF THE RECORD DRAWINGS AS DESCRIBED ABOVE. J co 7. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT-PRODUCING WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE ' ALL OPENINGS FOR PIPING SHALL BE ANTICIPATED AND INDICATED ON W 0) ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS. SOURCES WITH NFPA 13. WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 1 0.15 5) ALL INFORMATION REQUIRED TO SECURE EMERGENCY REPAIRS OR THE APPROVED SHOP DRAWINGS. ANY ADDITIONAL CUTTING OF � • • GPM SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA OR ENTIRE SERVICE. OPENINGS MUST HAVE THE WRITTEN APPROVAL OF THE ARCHITECT. � �� _ _ 0 -r- INSTALL: THE TERM INSTALL IS USED TO DESCRIBE OPERATIONS AT J Q L ;:r 8. DO NOT CONNECT MORE THAN ONE SPRINKLER TO AN EXISTING ONEAREA, WHICHEVER IS SMALLER. INCLUDE MINIMUM 250 GPM HOSE ��r������ �,,,� � INCH OUTLET. THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, �� ANCHORING APPLYING WORKING TO ALLOWANCE ADDED AT THE BASE OF RISER. 6) TEST REPORTS AND CERTIFICATES INCLUDE CONTRACTORS PIPING SHALL BE ROUTED PARALLEL TO MAJOR BUILDING LINES. .W LO ASSEMBLY, ERECTION, PLACING, „ DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR MATERIAL AND TEST CERTIFICATES) FOR UNDERGROUND PIPING AND O 9. REMOVE ALL ABANDONED PIPING, FITTINGS, HANGERS, ETC. RESTAURANT SEATING AREAS MAY BE DESIGNED FOR LIGHT HAZARD "CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR DESIGN SHALL ALLOW FOR SUITABLE DRAINAGE OF SYSTEM, ALL TO u_ ° N OPERATIONS. � xb DENSITY WITH THE APPROVAL OF THE AHJ. ABOVEGROUND PIPING AS DESCRIBED IN NFPA 13. MEET WITH THE APPROVAL OF THE AFOREMENTIONED AUTHORITIES. 10. FORWARD COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES PROVIDE ACCESS PANELS AS REQUIRED. ALL DRAIN LOCATIONS TO THE OWNER. PROVIDE: THE TERM PROVIDE MEANS »TO FURNISH AND INSTALL, Q THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE HYDRAULIC 15C GUARANTEE REQUIRING ACCESS PANELS SHALL BE APPROVED BY THE ARCHITECT " COMPLETE AND READY FOR THE INTENDED USE."UIR PP Y CALCULATIONS, THE FINAL SYSTEM DESIGN, AND THE LAYOUT OF ALL PRIOR TO INSTALLATION. THIS DRAWING has been prepared b the Architect or RE 11. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. COMPONENTS OF THE SYSTEM AS REQUIRED FOR APPROVAL BY THE THE ENTIRE INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF Q prepared under his direct supervision as an instrument FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE P P P FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND OWNER'S INSURER AND THE AHJ. ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. LABOR SPRINKLERS IN SUSPENDED CEILINGS SHALL BE NOT LESS THAN 6- of service and is intended for use only on this project. All (INCLUDING TRAVEL EXPENSES) TO TROUBLE-SHOOT REPAIR INCHES FROM THE GRID IN ALL DIRECTIONS. Drawings, Specifications, ideas and designs, including the CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE ' overalllayout,form, arrangement, and composition of pspaces AND READY FOR OPERATION INCLUDING ITEMS INCIDENTAL TO THE THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COORDINATING REPROGRAM, OR REPLACE COMPONENTS SHALL BE FURNISHED BY and elements portrayed constitute the original, un ublished Work of the Architect. �n reproduction, use or disclosure f FIRE SPRINKLER DEMOLITION NOTES: WORK, SYSTEM LAYOUT WITH OTHER CONTRACTORS. CHANGES TO SYSTEM THIS CONTRACTOR AT NO CHARGE DURING THE WARRANTY PERIOD. SPRINKLERS IN SUSPENDED CEILINGS SHALL BE 1 FOOT FROM THE Y P. INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION the information contained herein without the written consent DESIGN DUE TO LACK OF COORDINATION SHALL BE PAID FOR BY THIS GRID IN BOTH DIRECTIONS OR CENTERED IN CEILING TILES. SPRINKLER of the Architect is strict) prohibited. AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE Y P GUARANTEE REQUIRED BY THIS DIVISION. CONTRACTOR. 15C MATERIALS AND INSTALLATION LOCATIONS IN FINISHED AREAS SHALL BE APPROVED BY ARCHITECT © 2o�s H.C.(LOVER ARCHITECT 1. PRIOR TO SUBMITTING BID VISIT THE JOB SITE AND BECOME FULLY Q N. PRIOR TO INSTALLATION. T WITH THE EXISTING CONDITIONS ACQUAINTED 0 S OF THE PROJECT. REVIEW THE THE ARCHITECT DISCLAIMS responsibili for the existingbuilding DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR 15C PRODUCTS structure site conditions ezistin construction elementor an GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL ENGINEER: WHERE REFERENCED IN THIS DIVISION, ENGINEER IS THE � 9 � Y ENGINEER OF PASSAGE OF SPRINKLER PIPES OR HANGERS SHALL NOT BE 15C COORDINATION documents,drawings or other instruments used for an part of this T WHICH MAY NOT P RECORD AND THE DESIGN PROFESSIONAL FOR THE REQUIREMENTS IC BE SPECIFICALLY CALLED OUT IN THIS s ACCEPTED. WHEN DESIGN APPEARANCE OR SIMILAR ASPECTS ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL BE Project which do not bear the Architects seal. Tlye Architects PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN services are undertaken only in the interest of the Project Owner. No ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN REQUIRE CUTTING, DUE TO ECONOMY, IT SHALL BE HELD TO AN UNDERWRITERS LABORATORIES LISTED FOR THEIR INTENDED USE. CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE FIRE obligation is assumed by the Architect for the benefit of any other entity. SUBMISSION OF BID. THE GENERAL AND ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT AND SPRINKLER ALARM DEVICES TO THE FIRE ALARM SYSTEM OR FIRE OR SUPPLEMENTARY CONDITIONS. WHEN USED IN e9RELATED DOCUMENTS:This Drawing is a single component of an THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND / STRUCTURAL ENGINEERS WRITTEN APPROVAL. ANY EXCESSIVE 15C PIPING AND COMPONENTS SPRINKLER MONITORING PANEL AS REQUIRED. integrated set of Construction Documents. General and Supplementary... . REQUIREMENTS OF THIS TYPE SHALL BE IDENTIFIED DURING THE BID Conditions of the Contract,General Requirements,Specifications an 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, other Drawings may affect the Work described. Failure to review and » PERIOD. UNDERGROUND PIPING SHALL BE CEMENT LINED DUCTILE IRON OR COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES SO AS integrate the design intent of the whole of the Construction Documents VISITS AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS. FIELD VERIFY AND OBLIGATIONS T0, THE "ARCHITECT". 9 9 EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW OTHER APPROVED OR LISTED MATERIAL, INSTALLED IN ACCORDANCE TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF does not relieve the Contractor from providing a complete Project. AHJ: THE CODE AND/OR INSPECTION SPRINKLER SPACING SHALL CONFORM TO NFPA 13. EXTENDED WITH NFPA AND FM STANDARDS; FIRE MAIN SHALL INCLUDE ALL THE WORK, WITH A MINIMUM OF DELAYS. WHEN SPRINKLER PIPING IS COMPLY WITH all laws,codes,ordinances and regulations with authorities WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS / AGENCY (AUTHORITY) HAVING COVERAGE SPRINKLERS SHALL NOT BE USED IN UNFINISHED SHELL REQUIRED FITTINGS AND VALVES. INSTALLED WITHOUT COORDINATING WITH OTHER TRADES AND having jurisdiction and with requirements of the Landlord,if opplicoble. PRIOR TO CONSTRUCTION. JURISDICTION OVER THE WORK. ( ) Do not start Work until all permits and required approvals are obtained. SPACES. CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS PP "EQUIVALENT", >� REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE VERIFY ACTUAL CONDITIONS and dimensions prior to construction. SPRINKLER PIPING 2-1/2 AND LARGER SHALL BE SCHEDULE 10 OR Q OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE THE TERMS APPROVED EQUAL EQUIVALENT OR EQUAL ARE USED ., Commencement of work constitutes verification and acceptance of all 3. Q P THE HYDRAULIC AREA OF OPERATION SHALL NOT BE REDUCED AS SCHEDULE 40 BLACK STEEL. SPRINKLER PIPING 2 AND SMALLER SHALL CONFLICTS. ezistin conditions. Application of a material or a ui ment item to Work REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO 9 APP. q P ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE BE SCHEDULE 40. PIPES SHALL HAVE WELDED, THREADED, OR installed by others constitutes acceptance of that Work,and assumption BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER of res onsibil' for satisfactory installation. » THE PIPE MATERIAL AND 15C PENETRATIONS P '� ry EQUIPMENT FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING SPECIFIED . THE TERM APPROVED SHALL MEAN LABELED LISTED OR SPRINKLERS. MECHANICALLY JOINED FITTINGS, BASED ON fY11fNSI0NS SHOWN are to finish face�a materiel unless otherw�e indicated. Gated. TRANSPORT TO OWNERS DESIGNATED STORAGE LOCATION. BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORYUL, SIZE PER NFPA 13 REQUIREMENTS. (E.G.( CALCULATE�IIFASURE dur�ensiorx-DD NOT SCN.E drain unless othemse dreded. I ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15C SHOP DRAWINGS SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS � 4. REMOVE ITEMS SHOWN HEAVY LINED AND/OR CROSSHATCHED AND/OR NOTED ACCEPTABLE ALTERNATIVES TO SCHEDULE 10 AND SCHEDULE 40 PIPE WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION , / / SIX (6) COPIES OF SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13. PENETRATIONS WITH 3M CP-25, OR APPROVED EQUAL FIRE BARRIER p r o J e c t t i t e TO BE REMOVED. 15C INSPECTION OF SITE SHALL BE FURNISHED TO THE ARCHITECT AND/OR ENGINEER, FOR HIS PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY 5. PERFORM ALL WORK ACCORDING TO THE PHASING SCHEDULE FOR THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE APPROVAL. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO GREATER. CRIMP-TYPE COUPLINGS SHALL NOT BE USED. MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE- SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING RATED ASSEMBLIES. ­o THIS PROJECT. PROVIDE ALL TEMPORARY DESIGN AND/OR PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF LESS THAN 1.0 NOT PERMITTED. LO CONFIGURATIONS THAT MEET APPLICABLE CODE REQUIREMENTS AS CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO 15C TESTING AN A . THIS TIME FOR RESUBMITTAL IF REQUIRED. D ACCEPTANCE E NECESSARY TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST ALL PIPING ON THE EXTERIOR OF THE BUILDING AND/OR EXPOSED TO SUBMITTALS AND SHO DRAWN OF THE PROJECT. OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT / P DRAWINGS SHALL NOT CONTAIN HEIS FIRM THE ELEMENTS SHALL BE EXTERNALLY GALVANIZED. CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER UJ LoPRICE. NAME OR LOGO NOR SHALL IT CONTAIN THE HEIS ENGINEERS SEAL SYSTEM AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION 6. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY THE SCOPE OF w WORK 15C SPRINKLERS ALLOWS. FOLLOWING SYSTEM INSTALLATION AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S W , THE CONTRACTOR THE PROJECT HAVE BEEN SHOWN. INFORMATION SHOWN AS EXISTING 15C SCOPE PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH SHALL PLACE THE SYSTEM IN SERVICE. AFTER THE SYSTEM HAS BEEN U TO REMAIN IS NOT BEING MODIFIED AS A PART OF THIS PROJECT. Q PROVIDE COMPLETE WITH ALL RELATED ITEMS A WET PIPE PRODUCT, REFER TO PARAGRAPH ELECTRONIC DRAWING FILES FOR SPRINKLERS IN AREAS WITH SUSPENDED ACOUSTICAL CEILINGS SHALL PLACED IN SERVICE FOR CONTINUOUS USE, WATER CHARGES, IF ANY < Cl- 7. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE. AUTOMATIC FIRE SPRINKLER SYSTEM FOR THE BUILDING, OR AREA OF PROCEDURES TO BE USED. BE FULLY CONCEALED TYPE WITH WHITE COVERPLATES . WILL BE PAID BY OWNER. c� THE CONTRACTOR SHALL PROPERLY NOTIFY THE BUILDING OWNER WORK SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE APPROVED ` _ J M SHOP DRAWINGS SHALL MEET THE REQUIREMENTS OF NFPA 13 FOR SPRINKLERS IN AREAS WITH EXPOSED PIPING SHALL BE UPRIGHT UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO N LANDLORD, THE LEASER AND ADJACENT TENANTS AS APPLICABLE A AND STATE LICENSED FOR DESIGN AND INSTALLATION OF FIRE Q WORKING LEVEL DRAWINGS AND SHALL INCLUDE THE FOLLOWING. TYPES WITH ROUGH BRASS FINISH. ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR ® CV F 48 HOURS IN ADVANCE BEFORE PROCEEDING WITH THIS PROTECTION SYSTEMS. THE WORK DONE UNDER THIS SECTION SHALL �� Or1611 1� MINIMUM 0 OCEED NG W S SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL WORK. BE PERFORMED ONLY BY A CONTRACTOR WHOSE WORKMEN ARE0- EXPERIENCED AND REGULARLY ENGAGED IN THE INSTALLATION OF 1 SUBMIT WORKING PLANS PER NFPA 13 INCLUDING LAYOUT 15C SERVICE ENTRANCE EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE w rN., DRAWINGS OF THE COMPLETE OVERHEAD SPRINKLER SYSTEM FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS 0:::f0 8. REMOVE ALL UNUSED AND DEMOLISHED EQUIPMENT AND ASSOCIATED FIRE PROTECTION SYSTEMS. CONTRACTOR SHALL BE CAPABLE OF MATERIALS FROM SITE. ABANDONING UNUSED PORTIONS WILL NOT BE PREPARING HYDRAULIC CALCULATIONS AND SYSTEM LAYOUTS. INDICATING RELATIONSHIP OF SPRINKLER PIPING AND SPRINKLERS TO FIRE PROTECTION SERVICE ENTRANCE SHALL BE LOCATED WHERE AND SPECIFICATIONS. Q ACCEPTABLE. ALL OTHER OVERHEAD ITEMS INCLUDING CEILING GRID AND TILES INDICATED ON THE DRAWINGS. THE SERVICE SHALL BE EQUIPPED Lu 0 =D 0 z LIGHT FIXTURES, DIFFUSERS, REGISTERS, GRILLES, DUCTWORK, WITH A UL LISTED BACKFLOW PREVENTER ASSEMBLY AS REQUIRED BY PRIOR TO CONNECTING TO THE OVERHEAD SPRINKLER PIPING, THE O PROVIDE ALL FIRE SPRINKLER ALARM DEVICES INCLUDING �/ STRUCTURE, SOFFITS, OBSTRUCTIONS, ETC. LOCATION OF RISERS, THE AHJ. ASSEMBLY SHALL INCLUDE APPROVED OUTSIDE SCREW AND UNDERGROUND MAIN SHALL BE FLUSHED THOROUGHLY AND TESTED 9. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW WATERFLOW ALARM AND VALVE TAMPER SWITCHES FOR ALL SYSTEM -� Q C Z F-- INSTALLATION. ETC. SHALL BE AS INCONSPICUOUS AS POSSIBLE AND SHALL YOKE OS&Y VALVES WITH TAMPER SWITCHES. IN ACCORDANCE WITH NFPA 24. SECURE ALL REQUIRED APPROVALS �./ INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA CONTROL VALVES. PROVIDE A NOTIFICATION APPLIANCE ACCEPTABLE ' ( ) [� FULFILL ALL FUNCTIONAL REQUIREMENTS. SYSTEM DESIGN OF THE FLUSHING OPERATION. ABOVE GROUND PIPING SHALL BE COST TO THE OWNER. TO THE AHJ ON THE EXTERIOR OF THE BUILDING AT 8'-0" ABOVE CAPABILITIES AND DEMAND SHALL ALSO BE NOTED ON THE DRAWINGS. SPRINKLER SYSTEM RISER SHALL BE EQUIPPED WITH AN APPROVED TESTED IN ACCORDANCE WITH NFPA 13. ALL SPRINKLER PIPING SHALL �- E- O FINISHED GRADE ADJACENT TO THE FIRE DEPARTMENT CONNECTION. � w R VALVE WITH TAMPER SWITCH WATERFLOW BE HYDROSTATICALLY TESTED AT A MINIMUM PRESSURE OF 200-PSI 10. SEAL ALL PENETRATIONS THROUGH FLOORS WALLS CEILINGS AND ROOFS COORDINATE ALL WIRING AND CONDUIT FOR A COMPLETE AND TYPE INDICATING CONTROL , Z WHERE FIRE SPRINKLER COMPONENTS ARE REMOVED AND WHERE THE FUNCTIONAL INSTALLATION. 2) SUBMIT COMPLETE DETAILS AND SECTIONS AS REQUIRED TO ALARM SWITCH, NOTIFICATION APPLIANCE, CHECK VALVE, SYSTEM FOR A MINIMUM 2-HOUR PERIOD OF TIME. CORRECT ANY FAULTY OR EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR CLEARLY DEFINE AND CLARIFY THE DESIGN, INCLUDING A MATERIALS DRAIN TERMINATING OUTDOORS, GAUGES AND FIRE DEPARTMENT LEAKING JOINTS AND PIPE. THE USE OF ANY SUBSTANCE OR MATERIAL SURFACES TO MATCH ADJACENT AREAS. , c� v� SYSTEM SHALL AT A MINIMUM BE IN ACCORDANCE WITH THE LATEST LIST DESCRIBING ALL PROPOSED MATERIALS BY MANUFACTURER'S CONNECTION WITH CHECK VALVE. EACH RISER SHALL MEET NFPA 13 ADDED TO THE WATER TO CORRECT LEAKS SHALL NOT BE PERMITTED. Q EDITION OF NFPA 13 24 UNDERWRITERS LABORATORIESUL AND NAME AND CATALOG NUMBER. STANDARDS AND REQUIREMENTS FOR ACCEPTABLE VALVE CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE Q ARRANGEMENTS. IF BACKFLOW PREVENTER IS LOCATED AT THE PERMITTED. TESTS SHALL BE REPEATED AFTER DEFECTS HAVE BEEN SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION MUST BE ACCEPTABLE TO THE OWNERS INSURER THE AHJ AND ALL 11. FIRE SPRINKLER ( ) 3 HYDRAULIC CALCULATIONS. SERVICE ENTRANCE AND BUILDING IS PROTECTED WITH A SINGLE ELIMINATED. ALL TESTS SHALL BE MADE IN THE PRESENCE OF THE AHJ APPLICABLE LOCAL STATE AND NATIONAL CODES AND STANDARDS. ) SHALL BE LEFT IN SERVICE AS APPLICABLE. , WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF / RISER, SEPARATE CONTROL VALVE AND CHECK VALVE MAY BE AND/OR THE OWNERS AUTHORIZED REPRESENTATIVE. vi 4 PRODUCT DATA FOR ALL FIRE SPRINKLER SYSTEM COMPONENTS. OMITTED. � THE REFERENCED CODES STANDARDS ETC. THE CONTRACT ) VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. , 12. CLEARLY INDICATE COMPONENTSUPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH °O NOTIFY THE ARCHITECT ENGINEER AND/OR OWNER OF ANY DAMAGED AND/OR DOCUMENTS SHALL TAKE PRECEDENCE. LO MALFUNCTIONING COMPONENTS. / / COMPONENTS APPEAR ON THE SAME CUT SHEET. PROVIDE NEXT TO THE SPRINKLER RISER, A PRINTED SHEET, SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE 0- WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO PROTECTED BY GLASS OR A TRANSPARENT PLASTIC COVER, GIVING REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL LABOR AND L 13. AL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH THE FOLLOWING. WHERE REQUIRED BY THE AHJ CONTRACTOR IS RESPONSIBLE FOR BRIEF INSTRUCTIONS REGARDING CONTROL, EMERGENCY PROCEDURE EQUIPMENT REQUIRED TO PROPERLY TEST ALL SPRINKLER EQUIPMENT WORKDAY. p J OBTAINING A PROFESSIONAL ENGINEER OR NICET STAMP AND AND OTHER DATA AS REQUIRED BY NFPA 13. FOR HYDRAULICALLY INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS r 0 e C t n u m b e r 1 ALL UNDERGROUND PIPINGWHICH PERTAINS TO THE FIRE / SIGNATURE ON THEIR SHOP DRAWING SUBMITTAL. HEI IS NOT DESIGNED SYSTEMS, A PLACARD MUST BE PERMANENTLY ATTACHED INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING ( SPRINKLER SYSTEM) AS INDICATED ON THE DRAWINGS, INCLUDING ALL RESPONSIBLE AND WILL NOT PROVIDE THIS. TO THE RISER INDICATING THE LOCATION, AND THE BASIS OF DESIGN ALL DAMAGE RESULTING THEREFROM. 12007.052 REQUIRED PIPE, VALVES, ETC., AS WELL AS THE REQUIRED (DISCHARGE DENSITY AND SYSTEM DEMAND).. SHOP DRAWINGS SHALL BE PRODUCED USING COMPUTER AIDED THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY d r awl n9 ISS U d n C e PREPARATORY AND FINISHING WORK SUCH AS TRENCHING, HAND DRAWN DOCUMENTS WILL NOT BE REVIEWED OR ALL CONTROL VALVE SUPERVISORY SWITCHES WATERFLOW ALARM HAVING JURISDICTION THREE 3 WORKING DAYS PRIOR TO MAKING BACKFILLING, AND PAVEMENT REPLACEMENT. PROVIDE THRUST DESIGN. ( ) APPROVED. SWITCHES AND SPRINKLER SYSTEM EQUIPMENT PANELS REQUIRING SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL REMAIN LANDLORD/PERMIT/BID SET 01.09.13 BLOCKS, SUPERVISED POST INDICATING VALVE AND VALVE PIT AS REQUIRED OR SHOWN ON DRAWINGS. INTERCONNECTION TO THE FIRE ALARM SYSTEM SHALL BE PROVIDED UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS BY THIS CONTRACTOR. CONTRACTOR SHALL PROVIDE A LINE SEIZURE IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON d rowing r e v i s i o n s 2) CONNECTION TO CITY MAIN SHALL BE A WET TAP AND SHALL p FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS CONTRACTOR TYPE AUTOMATIC DIALER (ADEMCO OR EQUAL) AND RELATED PORTIONS OF THE WORK MAY BE MADE AND IF SATISFACTORY THE No. Description: Date: INCLUDE ALL REQUIRED FITTINGS VALVES METER VAULTS BACKFLOW SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE TELEPHONE WIRING FOR REMOTE MONITORING OF FIRE SPRINKLER WORK MAY BE CONCEALED. PREVENTERS BACKFLOW PREVENTER VAULT ETC. PROVIDE PROCEDURES SPECIFIED IN DIVISION 1. CONTRACTOR SHALL NOTIFY ALARM DEVICES AND OPERATION OF THE NOTIFICATION APPLIANCE. BACKFLOW PREVENTION EQUIPMENT AS REQUIRED BY LOCAL CODES. THE ARCHITECT AND ENGINEER THAT THE SHOP DRAWINGS HAVE BEEN 15C INSTRUCTIONS POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED PROVIDE ROUGH BRASS SIAMESE FIRE DEPARTMENT CONNECTION A L INCLUDE THE WEBSITE USER NAME WITH TWO INDIVIDUAL TYPE DROP CLAPPER VALVES AND DRAIN AFTER COMPLETION OF ALL INSTALLATION TESTS ETC. AND PRIOR TO 3 DESIGN AND INSTALLATION OF A COMPLETE WET-PIPE, AUTOMATIC IN DIVISION 1, CONTRACTOR SHL , FIRE SPRINKLER SYSTEM FOR THE AREA OF WORK SHOWN ON THE AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. LOCATED ON BUILDING WALL WHERE INDICATED ON DRAWINGS. FIRE THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL INSTRUCT DRAWINGS OR SPECIFIED HEREIN. FOR SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE DEPARTMENT CONNECTION SHALL BE COMPLETE WITH PIN LUG TYPE THE BUILDING OWNER AND HIS SELECTED PERSONNEL IN THE ARCHITECT AND ENGINEER'S DESIGNATED REPRESENTATIVES. BRASS HOSE INLET CAPS WITH CHAINS. HOSE THREADS SHALL BE OPERATION OF THE SPRINKLER SYSTEM AND THE PROCEDURE TO 4 PORTIONS OF SYSTEMS SUBJECT TO FREEZING OR TEMPERATURES CONTRACTOR SHALL ALLOW THE ENGINEER REVIEW TIME AS COMPATIBLE WITH LOCAL FIRE DEPARTMENT SPECIFICATIONS. CONDUCT QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA 25.BELOW 40' F SHALL BE PROTECTED AGAINST FREEZING AS REQUIRED / SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR PROVIDE CHECK VALVE SIZED PER NFPA 13 WITH 3/4" BALL DRIP DRAIN SPECIAL CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING BY NFPA 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE PIPED TO THE EXTERIOR OF THE BUILDING. FIRE DEPARTMENT PERSONNEL WILL IMMEDIATELY RECOGNIZE WHETHER THE MAIN VALVE AND FOR ALL COSTS INCURRED FROM DAMAGE CAUSED BY FREEZING MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND CONNECTION SHALL BE PERMANENTLY LABELED "AUTOMATIC IS IN AN OPEN POSITION, WILL KNOW HOW TO DRAIN THE SYSTEM, AND » OF THE FIRE PROTECTION SYSTEM. SHALL CLEARLY INDICATE THE MATERIALS PERFORMANCE CRITERIA SPRINKLER FIRE DEPARTMENT CONNECTION . WILL KNOW HOW TO TEST THE SYSTEM. THE BUILDING PERSONNEL AND ACCESSORIES BEING PROPOSED. GENERAL PRODUCT CATALOG SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE AND CONTENTS 5 PROVIDE OVERHEAD SPRINKLER SYSTEM FOR FREEZERS AND DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PROVIDE STORZ FIRE DEPARTMENT CONNECTION: UL LISTED 4", 5" OR OF THE SYSTEM MANUAL DESCRIBED IN THIS SPECIFICATION. p r 0 f e S S I 0 n a I S e a „ COOLER BOXES. SPRINKLERS WITHIN COOLERS AND FREEZERS SHALL PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. 6 ROUGH BRASS FIRE DEPARTMENT CONNECTION WITH DRAIN, BE OF THE DRY PENDENT TYPE. LOCATED WHERE INDICATED ON DRAWINGS. FIRE DEPARTMENT END OF SECTION 15C N COMPLETE WITH 30? ELBOW AND HOSE INLET 15C ELECTRONIC DRAWINGS CONNECTION SHALL BE C M I , 6) INSTALLATION OF THE FIRE SPRINKLER MONITORING PANEL CAP WITH CHAIN. PROVIDE CHECK VALVE SIZED PER NFPA 13 WITH 3/4" D PRajc' �� � ADJACENT TO THE SPRINKLER RISER AS INDICATED ON THE DRAWINGS. IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, BALL DRIP DRAIN PIPED TO THE EXTERIOR OF THE BUILDING. FIRE �� � � COORDINATE THE CONNECTION OF ALL INSTALLED FIRE SPRINKLER CONTRACTOR MAY AT HIS OPTION OBTAIN ELECTRONIC DRAWING DEPARTMENT CONNECTION SHALL BE PERMANENTLY LABELED �, � � 1 � TT ALARM DEVICES. FILES IN AUTOCAD VERSION 14, 2006 OR DXF FORMAT, AS DESIRED, AUTOMATIC SPRINKLER FIRE DEPARTMENT CONNECTION". � �+ � ��' ®�la� FROM THE ENGINEER FOR A FEE OF $200 FOR A DRAWING SET UP TO 12 `�TO'T APPROVED WITH THIS PERMIT AND � N 15 PER SHEET FOR A SET OF MORE THAN 12 SHEETS. PROVIDE A CABINET CONTAINING SPARE SPRINKLERS AND E7 H CONTRACTOR SHALL CONTACT THE ENGINEER TO OBTAIN THE APPROPRIATE WRENCH ES PER NFPA 13 AT THE FIRE SPRINKLER NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING SYSTEM SERVICE ENTRANCE AREA. 5 . . 91 METHOD AND DRAWING FORMAT. PAYMENT MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15C EXECUTION ' z E IRES 6 30 0 UJ d r a w 1 n g t i t I e F7 XJ HENDERSON W MECHANICAL 5PECIFICATION 5 NOTE. ENGINEERSV Vi EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 d r a W i n g n u m b e r Z AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 FAX 913 742 01 a 50 COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES o AND EXISTING CONDITIONS. www.hei-eng.com 1250002506 MP4 _-_ - I - THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, I () p PLUMBIN G SYMBOLS NOTE. ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. PLUMBING NOTES N r CV WATER HAMMER » O 3/4 CW (D O ARRESTOR (TYP.) ANNOTATION PIPING 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH U) }, KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS -4- a) 1/2"CW O PLUMBING PLAN NOTE CALLOUT - DOMESTIC COLD WATER (CW) THEY RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION Y SHALL BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. � Y 0) tY 1-1/2 V PLUMBING EQUIPMENT DESIGNATION. (CONTRACTOR FURNISHED SCW SOFTENED COLD WATER (SCW) a o - TO P-TRAP TP1 N 1 AND INSTALLED . REFER TO PLUMBING FIXTURE OR EQUIPMENT -- DOMESTIC HOT WATER (HW) 2. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN CL � ISI � O ) ALL RESPECTS READY FOR INTENDED USE AND IN STRICT ABOVE CEILING 1 SCHEDULES --- O � P-TRAP FOR T&P DOMESTIC HOT WATER RECIRC. (HWR) ACCORDANCE WITH STATE AND LOCAL CODES AND z ` G��) 15.205 DISCHARGE WITH TRAP •_ EQUIPMENT DESIGNATION (OWNER FURNISHED _IU 3/4"CW PRIMER � D CONTRACTOR INSTALLED} 140' 140' DOMESTIC HOT WATER (140°) MANUFACTURERS RECOMMENDATIONS. g 3/4 CW • 1/2 CW/HW % N WC T TRAP PRIMER LINE T0 ETR O 2 v ETR ( ) 3. COORDINATE SEWER, GAS, AND WATER CONNECTIONS WITH W � i =L1CU MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED �� CIVIL AND AHJ. PROVIDE PRESSURE REDUCING VALVE AND > t` WC 2�L 1 AND INSTALLED UNLESS NOTED OTHERWISE) S SOIL PIPING = ABOVE FLOOR (S) BACKFLOW PREVENTER AS SHOWN OR REQUIRED BY AHJ. O (�� ,,$ „S �• S SOIL PIPING BELOW FLOOR (S) � CONNECTION POINT OF NEW WORK TO EXISTING L1 TP 1 � �, CON 4. REFER TO RISER DIAGRAMS AND PLUMBING FIXTURE O �t I _ (D O FD1 W WASTE PIPING ABOVE FLOOR (W) p p O I � SCHEDULE FOR ALL PIPING AND PIPE SIZES NOT SHOWN ON �, 1 DETAIL NUMBER I DETAIL REFERENCE UPPER NUMBER INDICATES D .� r,, WASTE PIPING - BELOW FLOOR W PLAN. � 15.203 W ( ) W r I LOWER NUMBER INDICATES SHEET NUMBER M1 - rn �.--' 4"S � 15.202 GW GREASE WASTE - ABOVE FLOOR (GW) - 5. FIELD ADJUST WATER CLOSET FLUSHING MECHANISM FOR � -14 -- _ PROPER FLUSHING OPERATION. � 1-1/2"V 1 ---GW-- GREASE WASTE BELOW FLOOR GW0 Cn ��'~9.,, SECTION CUT DESIGNATION ( ) ., • 2 V ETR M 1 _ ST STORM DRAIN ABOVE FLOOR ST BASED ON W r- ( ) SANITARY AND STORM SEWER PIPING SHOWN IS 6. SANIT R 15.201 ABBREVIATIONS ----ST---- STORM DRAIN - BELOW FLOOR (ST) 1/4" PER FOOT FALL FOR ALL PIPE SMALLER THAN 4" 111111111111111111111111111111111Mz 00 15.203 1 EXISTING WATER DIAMETER AND 1 8 PER FOOT FALL FOR PIPE 4 DIAMETER LUoo I VERFLOW STORM DRAIN - ABOVE FLOOR OST O OST 0 ( ) METER ETR CAP FOR AFF ABOVE FINISHED FLOOR MH MANHOLE AND LARGER. UQ 15.204 FUTURE c� » I I AFG ABOVE FINISHED GRADE MIN MINIMUM --- --- A E VBG 1 2 CW HW VBG VENT BELOW GR D / / TR LOW SLAB TO BE 2 DIAMETER -.� � 4 S E 7. ALL SEWER PIPING BE J t� I AHU AIR HANDLING UNIT N C NORMALLY CLOSEDC: / •--- - r \ BFF BELOW FINISHED FLOOR -VBF VENT BELOW FLOOR (VBF) MINIMUM. W O N 0 NORMALLY OPEN BFG BELOW FINISHED GRADE ID INDIRECT DRAIN (ID) i r WCO ORD OVERFLOW ROOF DRAIN 8. PROVIDE ACCESS DOORS TO ALL CONCEALED VALVES AND 'b- � �� � � O \ BOP BOTTOM OF PIPE ��_: J Q PDI PLUMBING DRAINAGE INSTITUTE CD CONDENSATE DRAIN (CD) CLEAN-OUTS; AND NOT ABOVE AN ACCESSIBLE CEILING. \ 2 S BOS BOTTOM OF STRUCTURE �" LO PVC POLYVINYL CHLORIDE . IIS � G NATURAL GAS (G) RIMERS AS SHOWN OR AS REQUIRED I'llLO BTU BRITISH THERMAL UNIT 9. PROVIDE TRAP SEAL P Q O \ ��\ PRV PRESSURE REDUCING VALVE -- C N,.,, tx CAP FOR �I cPvc CHLORINATED POLYVINYL RD ROOF DRAIN --G---- NATURAL GAS ON ROOF (G) BY AHJ. CONTRACTOR SHALL VERIFY REQUIREMENTS. O r CHLORIDE RPM REVOLUTIONS PER MINUTE MPG FUTURE FCO ETR MPG MEDIUM PRESSURE NATURAL GAS (MPG) 10. INSTALL VTR S, EXHAUST FANS, AND FLUES A MINIMUM a�� DN DOWN 15.201 RTU ROOFTOP UNIT » " h,, �� ---MPG--- MEDIUM PRESSURE NATURAL GAS ON ROOF (MPG) 5'-O" FROM PARAPET OR OUTSIDE WALL AND 10'-O" �� - -� =�-�` DFU DRAINAGE FIXTURE UNIT SF SQUARE FEET, SUPPLY FAN MINIMUM FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. DS DOWNSPOUT SP SUMP PUMP WS WATER SERVICE (WS) THIS DRAWING has been prepared by the Architect, or ETR EXISTING TO REMAIN SS STAINLESS STEEL SANITARY 11. INSTALL WATER PIPE ON INSIDE OF EXTERIOR WALL prepared under his direct supervision as is instrument FP FIRE PROTECTION (FP) of service and is intended for use only on this project. Al EWC ELECTRIC WATER COOLER SEWER SOIL STACK INSULATION TO PREVENT FREEZING. Drowin s, Specifications, ideas and designs, inluing the ' PD CONDENSATE PUMP DISCHARGE (PD) g p FD FLOOR DRAIN TDH TOTAL DYNAMIC HEAD overall layout,form, arrangement, and composition of spaces WATER RISER �WV RISER 12. PROVIDE SEISMIC BRACING BASED ON APPROPRIATE SEISMIC and elements portrayed constitute the ongmal, unpublished FFA FROM FLOOR ABOVE EXISTING PIPING TO BE REMOVED Work of the Architect. An reproduction, use or disclosure of (:3 TFA TO FLOOR ABOVE y p• ZONE REQUIREMENTS PER LOCAL AND NATIONAL CODES. the information contained herein without the written consent NO SCALE 2 Q NO SCALE FFB FROM FLOOR BELOW TFB TO FLOOR BELOW , EXISTING PIPING TO REMAIN of the Architect is strict) prohibited. EX CONTRACTORS RESPONSIBILITY INCLUDES STRUCTURAL y FF FINISHED FLOOR TYP TYPICAL © 2013 H.C.KLOVER ARCHITECT FL FLOW LINE V VENT PIPING (V) ENGINEERS CERTIFICATION ON DETAILS SUBMITTED FOR ND R T S LABORATORIES UL U E WRI ER , I FLA FULL LOAD AMPS PERMITTING. THE ARCHITECT DISCLAIMS responslblhty for the existing building INC. ® SQUARE FLOOR DRAIN (FS), SIZE & TYPE structure,site conditions, existing construction elements,or any FLR FLOOR documents,drawings or other instruments used for an part of this UNO UNLESS NOTED OTHERWISE 0 ROUND FLOOR DRAIN (FD), SIZE & TYPE 13. PROVIDE FIRE SEAL WHERE PIPES PENETRATE FIRE RATED Project which do not bear the Architect's seal. Thye Architect's GPM GALLONS PER MINUTE services are undertaken on in the interest of the Project Owner. No UPS UNINTERRUPTIBLE POWER SUPPLY � ASSEMBLY. h I i tion is assumed Architect for the benefit of a other entity. obi a ssu ed b the 1 2 3 HD HEAD, HUB DRAIN VOLTS fO� ROOF DRAIN (RD), SIZE & TYPE 9 y m V VOLT(S)I'I I P2 P2 P2 I ' IE INVERT ELEVATION 14. SEAL ALL FLOOR PENETRATIONS WATER TIGHT TO PREVENT RELATED DOCUMENTS.This Drawing is a single component of an VCP VITRIFIED CLAY PIPE BALL VALVE integrated set of Construction Documents. General and Supplementary IN WC INCHES OF WATER COLUMN SEEPAGE INTO ADJOINING SPACE. Conditions of the Contract,General Requirements,Specifications and ROUTE T&P DISCHARGE I I VS VENT STACK CONTROL VALVE other Drawings may affect the Work described. Failure to review and TO P-TRAP ABOVE ', ` JB JUNCTION Box VTR VENT THROUGH ROOF 15. CONTRACTOR SHALL VIDEO/SCOPE AND JET THE EXISTING integrate the design intent of the whole of the Construction Documents does not relieve the Contractor from providing a complete Project. CEILING J-BOX JUNCTION BOX SHUTOFF VALVE P 9 P J� I (�� kw KILOWATT W/ WITH SANITARY LINES BACK TO THE LANDLORD SYSTEM AND COMPLY WR all laws,codes,ordinances and regulations with authorities I - - - - - 1-1/2"V W/O WITHOUT CHECK VALVE PROVIDE A STATUS REPORT FOR THE OVERALL DISTANCE having jurisdiction and with requirements of the Landlord,d ap Iicable. MAU MAKE-UP AIR UNIT p I AND CONDITION. FURNISH ONE COPY OF THE FINAL REPORT Do not start Work until all permits and required approvals are obtained. __...__� .__.. -_. - _,;_L. [ _. n r WC WATER COLUMN -- r __1____1.11_ __. �____ -- .__3_ ---- VE WITH PRESSURE PORTS - - ;-- - ->E - 7 -' r .. - \ MAX MAXIMUM BALANCING VALVE WITH ONE COPY OF THE DVD TO THE LL OPERATIONS VERIFY ACTUAL CONDITIONS and dimensions rior to construction. E . _ 1 E :. I_ -_ _,:.,, z y�. L :_. i i TP 1 / P [ _ t - T,. _ L I r f _ I _ _ _ E _ L1 PER HOUR FER Commencement of work constitutes verification and acceptance of all WAST STACK WS E S AC ,- ' - -, - -- - _--- -i-- MBH i o0o BTu MANAGER AND HELZBERG CONSTRUCTION MANAGER. RE _ - _� _a _ __ WATER METER 1 ! - i € WSFU WATER SUPPLY FIXTURE UNIT TOS existing conditions. Application of a material or a parent item to Work � I1 f. t ._.....d. 3 I111_1.. -._. I : LL: i I ; ': 4"S FD1 WCO PECIFICATIONS FOR MORE INFORMATIO i led eS acceptance of that Work and assumption i i i _W f - r_ _- - �' _ AlL_ I _.._ I 3 ,,t nstal by others conshtut ��ll=��_,7,\ P P , , t: I STRAI N ER _. -_a 1. .___ _ __ of res onsibil' for satisfactory installation. I. ! I P itY 7 r:_ r I [ ` I I; I` r! I 2 -__.______,T.v - WITH BLOWOFF OWN are to finish face of a makerid unless othenr�e indicated. ., 1' If E,1 3,r TYP. 15.201 .. STRAIN 1. :_:-_ mm m _ __ _ __ _ _ .:. :�_., ., { ) ! I -= = C4LClfiA1E IIFASURE dur�nsar�-DO NOT SAI E dra!rin unless oiherwi�drected. _ __ I �; :: .; ' ; LVE I._i �, 1 _ .... ........ 11_11. 1 ' ... ..._..X. ......... _3;.f .:._gl \ € .f1 - f ._ ._ .._... % .. il : !!!!" r - RELIEF/SAFETY VA I 1 3 1111... 1111_ 11_11. .. _ .. .__.__. _......_... -_. .._.___ 111_1.._ 11_11. ._......___. -...__ ___... ......._. 1 f_E , .., , ,`j:e k I[ i SOLENOID VALVE S PRINKLER N OTES p r o , e c t I t I e f- : wm 1 � '�' SOLEN t I 3 3 E ! , i 2"V ETRI E I t 'I I€ i _111,1 I `rl ,I ! a ! I 1 f. _. _ '`' �€ REDUCING VALVE „ !€ ..... il W: , ! ''` ' E LATOR 1. CT THE BUILDING BY WET PIP SPRINKLER SYSTEM IN I1.I Ill- i j 1 ';' ;i I ; j G ACCORDANCE WITH SPECIFICATIONS, NATIONAL FIRE CODES, � _(:WC "e' AS PRESSOR REGU '. M i '.IF 1 __ ill I _ � I AND THE LOCAL FIRE MARSHAL. 045 THERMOSTATIC MIXING 1 1 I �: WI:i: ( ) ,'! ,,� ; TER 2. THE FIRE PROTECTION SYSTEM MATERIALS AND INSTALLATION �� r j TYP. P2 BACKFLOW PREVEN _ - ' ; A 13, STATE, AND LOCAL CODES. 44 ....3 I 1 1111..._1111 ,':..._ ai i 1111_ .. F . 1P. 1, i . _ , ` - GE 5 . SHALL COM Y WITH N ^^// _; I I t EMI , ; ;' �._ _._-- ,.._. _ _ . 1� W l 1, t GS - _ _ - - BASE SYSTEM DESIGN UPON WATER FLOW TEST READIN I— iz _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ METER PROVIDE HUT FF VALVES , BACKFLOW ;; .; - DE RISERS 0 OS&Y < U � - : THERMO ( ) i 1. ..I �.--1 I °i' ' / ;i - Ef PREVENTER, FIRE DEPARTMENT CONNECTIONS, SUPERVISED I I , . H r 'ii II I ,1 I UNION I 6: . i! I € 1€' -' ;I FLOW, AND TAMPER SWITCHES AS REQUIRED AND IN LOCATION }w- FLANGE CONNECTION AS DIRECTED BY LOCAL AHJ. `� I 1.I 1 ( _ _._-..:____1.1 11:.: 1111._-'ri•__... __ -'- . - ..___:_.._..._: _1_....... ._. fir=_____- _€! ..... .......... 1.111.._ 11_11.. .... ._ _. �^� 3, ri "s'ri $: , E �� .._moi€ -1111.. I. !] �! ..._. ._. ._. _. ... 1111. i I iJ 1 __ ;_ ;i; i ;, TAKE �/� 11 V1 I D M r: i 3, r; I 3 I I 3. LNG, DUCTWORK, AN v', Q N r 1 I r€ HOSE BIBB (HB) LIGHT CTW D POWER DROP LOCATIONS 1 ;,; �, ;` ;, ;i NONFREEZE WALL HYDRANT (NW) PRECEDENCE OVER FIRE PROTECT10N LINES AND SPRINKLER Q ry I _LL _ ___. _ _:_ _� ...._.. .. I , 11:€ Y ;t` I, { 1. _ .__ E ; ` HEAD LOCATIONS. COORDINATE WITH MECHANICAL AND ` �1 1 P1 T. ! [� { all{ 1i 13 ,. I . F. -." 1I_I.. _1111 _._ _._ €, " 3 i I I �; I I � - MANUAL / AUTOMATIC AIR VENT OR VACUUM ELECTRICAL CONTRACTORS. w w. � , y_r...3 ... _i 3E ` 4# L ' RELIEF VALVE O i I i r 1/2"HW I` 3/4"CW € 4. PROVIDE FIRE SPRINKLER DRAWINGS AND CALCULATIONS. UJ ' EMI I i ; Ii , EANOUT H V A FESSIONA E G N R EAL D AWINGS AND I I r I I r1 ,I 3 CAP A E P L c� Q i CALCULATIONS WHERE REQUIRED BY AHJ. �- z 1 . 3 _ I. 111I .h I iIF0 L r I i . I I 5• 4 S ETR0 0 F 15.204 _ . _ ; : �-I WALL CLEAN UT WCO MODIFY SPRINKLER SYSTEM PER NEW AY PER Q APPLICABLE CODES. INSTALL FULLY RECESSED TYPE HEADS. O FLOOR CLEANOUT (FCO) I-- Z O I I r I '� I rI I € 1 I �� `X� COVER PLATE COLOR TO MATCH FINISH SURFACE COLOR. (� r2 i 11 '!II i s � � �_ € I ❑ EXTERIOR CLEANOUT (ECO) �� Z ...'3 .: .. _.. _.._... 1111 ..1111.. 1111„rs_ .mw..,... /ti I } _. ............ .1111... _ E i r S! i I \ O U E +; - = I: lif3if E I- I - 6. USE LANDLORD SPECIFIED CONTRACTOR FOR MODIFICATIONS _ %1 11I q ¢¢i 11! 1 r i I f I ; I I i I ELBOW UP AND ADDITIONS TO SPRINKLER SYSTEM. CONTRACTOR TO (�� � .3f ( 1 P 11 E . ' i ' 1 PROVIDE COMPLETE SYSTEM INCLUDING DESIGN AND PERMITS. I f I ;'i l , _ _ ii 1 'I E ;iii 1 r E I 1 DEMO WC ; OWN __. , < 3: - I - -- I I�: r! 1' i ; j ELBOW D E 1 3 Etr! .ii! CAI? i i IE i , t•- i k. I, I i TEE UP 1 E3: 3i 1, ; �, ,III Idl1 E ' , .. TEE DOWN I . . , i ,' ii 1,! Ii_ E % DEMOLITION NOTES c/i i I_ , ,:I 3 i I e k./' I, ' II` '` / 4 Q ELBOW UP WITH SHUT-OFF VALVE (SOV) I i i i 11 . I I �, I i . LO - ii , I �/j I 3/ W ETR REMOVE ALL EXISTING PLUMBING FIXTURES NOT BEING 00 i DEMO FLOOR' :; I I I . - V V LO I ,; ' : 15.203 ELBOW DOWN WITH SHUT OFF VALE (SOV) I I r DRAIN ?r: !'1; li ,; i ; 15.205 REUSED PER PLANS. CAP OFF -AND REMOVE ALL 4. ; i ' `- 'I ' I :i __ _.._`'`; _.._____._ TEE UP WITH SHUT-OFF VALVE (SOV) DWV AND WATER PIPING NOT BEING REUSED. - _ -- 3 j 4 i € 11 11 i j/� I i 3 j� - .. =; 1 _ 7iG I ' i1[3 I .. TEE DOWN WITH SHUT-OFF A COORDINATE ALL DEMOLITION WITH LANDLORD. 1; � i DEMO SINK I ' I I ' I i1 i I (SOV) i;, »A» ro ectnumber r VALVE S V i ; ::::.:: 7 ; ,i i i [ ! '' WATER HAMMER RRESTER WHA p 1 € i EI 11 I� EXISTING WATER i_,_ 3 �; ,i I I }�,- i I !; 2 S .-•� 2"V ET WITH PDI SIZES, A, B, C, D, & ) 12007.052 i ii i . �` KEYNOTES l i i i METER ETR , /, I I : : E ; �l� I _ ! ' .',. =: f � ,.! €.:.:,s L, d r a w I n u a n c e � _ 1. r_ i . i i , ,r .. __ - 31 _ I �.. 15 1. ..__ ,ir EMI - II J 202 RECIRCULATION PUMP g I S S I 3 , - E 1 I i. i i i F -_ _ _ _ 1111. _ r - - -=� - - - -- ;I- - ';. - -� 1 ` - _ T--� - - - - �o P-TRAP 15.201 CONNECT TO EXISTING SANITARY PIPING OF EQUAL OR 1 _ �`r m - _-T �`- EI i 1 1 . - - - - _. LANDLORD/PE T/BID SET 01 09 13 } - RMI i I - E ' , ' n A CK LARGER SIZE. FIELD VERIFY PIPE EXACT SIZE AND ; I e ._. _ .__ CAP ,ice�� _ ' [ ii ;CAP F iI 11 -1/2"V LOCATION. _._ 1. 1 : i1 Fco 15.201 I ;! 1 drawingrevisions f G s co 3 1 : I 1t i , E it .1 T ;. ETR 1 i ; i I. i I 1 i h ]I 1 I � AP PRIMER15.202 CONNECT TO EXISTING VENT PIPING OF EQUAL OR No. Description: Date: T i L.j " i 1 I I I ! I !I i WCO TRAP PRIMER WITH DISTRIBUTION UNIT I I; ; . ; ` I LARGER SIZE. FIELD VERIFY PIPE EXACT SIZE AND € 9 f ; 15.203 F _ !1 ' i iI LOCATION .. 1111 1111 ... 1111 ... .. .. 1111 111_1 wm._:zr4 ' ; 3f i I� _ I__ _.w;�m_ I :.. _. _ ( I ! f; 15.203 CONNECT TO EXISTING DOMESTIC WATER PIPING OF N____-_,_--- --- - I,lrli �! t 'I 1 /2"CW 2" S T I, r, I: CAPPED 'is ; >, ._= :. I ;I , 1 ; E. FIELD VERIFY PIPE EXACT I I ., �, 1 HW AND SANITARY PIPING H. 1 111_- i 11' p ' ,i; ¢ SIZE AND LOCATION 3. i Eli I 3y 1€IEi �€ ji I S 3i� I) I •• € :, 1 ROUTED DOWN IN WALL AND _ _,_._.. 4 I� _:. _ _ _. I I I ; ;I I AT WALL FOR FUTURE. SINK SHOWN --_��.� -__.: _..F_ _ . I is L. " ii , I ; f ;` 'I }1 Ij ; FOR REFERENCE ONLY. COORDINATE 15.204 EXISTING SANITARY PIPING TO REMAIN. FIELD VERIFY I I I 'i i� j WITH ARCHITECTURAL DRAWINGS. SIZE AND LOCATION. . ` , £ , I E ! 3 I : 1 t: ! I� ) 1 I EMI I I ' i� i € 15.205 EXISTING CW PIPING TO REMAIN. FIELD VERIFY SIZE ® f3 j 1 1 X 1 ®I ' j)) AND LOCATION i 1..{#-_1 -111 I E -'F.2 i : 3 tl 3; I i € I £ 3 ! I I s..._. .®y-'F j I II i; 1! , € 3 € ' f i 1 1: I i I ii fi it ' ...F.i _. ' I I I it i E I I I I 11 , E I I I i i E€ I i 3 li I E EI 1 profess1onaIseaI i 3 1 I_....s.. € II (i .s I 1. 31 i I I I i:._.... I I i ' I` i I )I I I is .. 1111 __...._ ......... ......... 1111. 1111... ....._. 11_.. 11.11.. __. ......... 1111.. 1111.. t ( ! 11 ;E i _i E ... 1111 __ ___ _ E : ' _..f ._� E._.::.:::.._1111.__.__ 1111_. .. 1111._ _ ., ._ _ _..._.._.._.._.__1111___. 1111. ...11 ......_......,---1111, f 111,1-_.-_ ... 1111 �.. ._......_ _ E i �1, I. - { i� i' 4 t i4 04 3 i ._ _. 3 I Iij € I, 1@ ,,Ii. 1 f I E ,� i I 1111.. 1111 1111.. . 1.. , ` ` - E { gg 9 i REFE 1111....i 1111: �' ! �i11j E1 ilf 1iE€ ,j13 'ld� 3I.. €.I , j 3I { I 1 ild iti 1ill {. "RENCE ONLY �� � i : Ei, .. 111 _..�.- j)7 f 3 .-w.-....,.....w...w...-,.e-1111..+-,.�-..�-,-..- :a.+ .w.,.�.w.e..rn...+..w«..v r ^^--.,.,...o:s«.,+w v w. ,5... ..w.tee., a..p.»..-a. w[c y«�....�,..».w�,.- -.�'RSp1 j' f F ' 1 #, _ .'-111,1._r ., ti ! € .. _._. .. ...__1111._ 1.111. _..... Ids.... M ? __I ___ . __- - _ . _. . _ _.. _ ; ;. ; WITH THIS PERMIT f ,� .i OT APPROVED WI _ 1'J __ ,I f i i t : i I i I E M I i1. i. 1 I ' i ',fV Ii . I I !--'- i I % SEPT. I.!' 1 I I \ , . i , 1111. ..., 33 ' E . . i 1 I I _. _. i zz . i i 3'- , :: 1 .... .. _Illr --_,,1111 f V .. 1111... .._._1111. _..._.-1.111.. t 1111.11_11.. 1111.1111.1111_ 1 111 3 jj I I i ;� ; ; !:i ; I E' iIli, ( E 6�3 -- €€ a .- ! ..... Wil n ___�-- ._..:W._. . . . �-- - ,€ , S 0 1 Z E1 ._. _.. (. i I :f. ............. _....._......... . 1111. ., .- _ .. ..__... 1111.. ..-... .. 1_1_ ._. .......... _..__. _._ .. 1111..._ •---'-_ _11_-..._ ._....._._... ....__ _ _..�._11_1__1 O i ... 1111_._. ......_._.........._... ..............._._. ,. ........-._. 1111..,. _ ... ..J • 1_111. ...�...... ..__......-...: 1111.., p' ^ ._.. ......... 1111 _ 1111 _... -_1111 .._... -.. .... -_ 1_111. 1111.._ ... 1111 .. 1111 1111. ...... 1111 ._11_11... - V' _ _ j- _ 1_....... .........111 1 - ,,1111-. ..__1111... ._.._..,...,1 1111... ._, - ..__^_ ... 1111. 1111 1111 ._. - 01f � UJ _..... ..1111 .. 1111 .. -1111._ 1111. .._. d r a w i n g t i t l e HENDERSON 0 1 � ZPLUMPING FLOOR PLAN = NOTE. ENGINEERSys PLUMBING PLAN EXISTING CONDITIONS WERE TAKEN FROM ,ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 d r a w i n g n u m b e r AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 UJ SCALE: 1/4"=V-099 EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 o COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-eng.com AND EXISTING CONDITIONS. 1250002506 4— O WATER HEATER SCHEDULE PLUMBING FIXTURE SCHEDULE MARK AREA MANUFACTURER MODEL TANK V/PH/HZ NOTES MARK FIXTURE BRANCH SIZES MINIMUM MANUFACTURER MODEL DESCRIPTION NOTES SERVED 4— tU) -� SIZE KW CW HW WASTE VENT Y WH 1 RESTROOMS A.O. SMITH DEL-6 6 120/1/60 A,B WC WATER CLOSET 1/2$1 -- 4 2 AMERICAN CADET PRO 16-1/2"H ELONGATED BOWL, 1.28 GPF. OVERSIZED 3 FLUSH VALVE A,B Y L 1.5 HANDICAP STANDARD 215AB.104 PROVIDE AMERICAN STANDARD SEAT 5311.012 "LAUREL" WITHOUT COVER. �C L1 LAVATORY 1/2" 1/2" 1 1/4" 1 1/4" AMERICAN DECLYN WALL HUNG, CERAMIX 2000.100 FAUCET, MAX FLOW AT 0.5 GPM, A,C,D STANDARD 321.075 GRID STRAINER AND 1-1 4" P—TRAP i GENERAL INFORMATION A / ON LL UNITS 1. 1107 OUTLET TEMPERATURE. WCO WALL CLEANOUT -- -- -- -- ZURN Z1441 DURA—COATED CAST IRON BODY W/ ROUND, SMOOTH F z 2. CONTRACTOR STAINLESS STEEL ACCESS COVER AND SECURING SCREW SHALL CHOOSE A SCHEDULED UNIT OR A COMPARABLE - - - - -- - - -- UNIT OF A DIFFERENT MANUFACTURER. FD1 FLOOR DRAIN -- -- 3" 2" ZURN ZN-415B 6", DURA-COATED CAST IRON BODY, POLISHED NICKEL BRONZE TOP, W BOTTOM OUTLET ADJUSTABLE COLLAR > NOTES: TP1 TRAP -- -- -- -- ZURN Z1022 BRONZE PRIMER VALVE WITH REMOVABLE OPERATING PARTS T PRIMER INTEGRAL VACUUM BREAKER AND GASKETED ACCESS COVER. rn A. PROVIDE AMTROL (OR EQUAL) EXPANSION TANK, AND DRAIN PAN -------- - - - -- -- - -- - - -- - --- -- -- - - lqt SIZED PER MANUFACTURER'S RECOMMENDATIONS. -- BALL VALVES -- -- -- -- WILKINS 850 FULL PORT BRASS BALL VALVE WITH LEVER HANDLE 0 B. MOUNT WATER HEATER ON MANUFACTURER'S SUPPORT PLATFORM. GENERAL NOTE (APPLIES TO ALL) 1. SCHEDULE IS COMPREHENSIVE. ALL FIXTURES MAY NOT BE USED. REFER TO DRAWINGS. -• W T 00NOTES: z A. FIXTURES TO BE WHITE. > 0-) B. MOUNT CONTROLS ON ACCESSIBLE SIDE OF TOILET. J c� C. PROVIDE TRUBRO GUARD PROTECTIVE PIPE COVERS ON EXPOSED HOT WATER AND DRAIN LINES. J CO r D. PROVIDE WATTS SERIES USG-13W MIXING VALVE OR EQUAL. 00 . O r E. CONTRACTOR SHALL SELECT MOP SINK AND FAUCET INDICATED OR AN APPROVED EQUALr � �r F. CLEANOUTS ARE TO BE THE SAME SIZE AS THE PIPES THEY SERVE, UP TO 4". CL-� �:, G. SIZE PER MANUFACTURERS RECOMMENDATION. LID IUD H. SET FOR 105*F DISCHARGE. rn 0 THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument of service and is intended for use only on this project. All Drawings, Specifications, ideas and designs, including the overall layout,form,orm arrangement, and composition of spaces and elements portrayed constitute the original, unpublished Work of the Architect. drr reproduction, use or disclosure of the information contained yhe ein without the written consent of the Architect is strictly prohibited. © 2013 H.C.KLOVER ARCHITECT THE ARCHITECT DISCLAIMS responsibility for the existing building structure,site conditions existing construction elements,or any documents,drawings or o(her instruments used for anyy part of this Project which do not bear the Architects seal. TFie Architect s services are undertaken on in the interest of the Project Owner. No obligation is assumed by the Architect for the benef1l of any other entrily. RELATED DOCUMENTS:This Drawing is a single component of an integrated set of Construction Documents. General and Supplementary. Conditions of the Contract,General Requirements,Specifications and other Drawis may yn affect the Work described. Failure to review and . integrate the design Intent of the whole of the Construction Documents doesnot relieve does not Contractor from providing a complete Project. COMPLY WfiH all laws,codes,ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord,if applicable. Do not start Work until all permits and required approvals are obtained. VERIFY ACTUAL CONDITIONS and dimensions prior to construction. Commencement of work constitutes verification and acceptance of all existing conditions. Application of a material or a uipment item to Work instoll q ed by others constitutes acceptance of that Work,and assumption Of responsibil'Ity for satisfactory Installation. N06IONS SHD'WI are to finish face of a material unless otherwise indicated. CALCUUIE&MEASURE dialerlsm-M 9 SCALE drawings unless oh-k directed. p r o j e c t t i t I e �o LO W i U U CD < C� 0 Ce � 44= zw � Q o Lu 0 C) Q INSTALL WITH MINIMUM 6" t; Z CLEARANCE TO BUILDING j ® 0 I� STRUCTURE ABOVE7,i Z ~' 0 PROVIDE AUTOMATIC 0 � VACUUM RELIEF VALVEREFER TO SPECIFICATIONSABOVE TOP OF HEATER z INSTALL ASME TEMPERATURE _ CHECK VALVE cn SECURE PIPE AND PRESSURE RELIEF VALVE Coe)STRUCTURE TYP n HANGER TO FURNISHED WITH HWATER EATERSHUT—OFF VALVE i THERMOMETER , COLD WATER SUPPLY A E THREADED STEEL cry COLD WATER MAIN -----'` ,. - - INSTALL HORIZONTAL VENT PROVIDE A HARD COPPER —HOT WATER TO FIXTURES ROD WITH NUT AND PIPE MINIMUM 6" ABOVE RELIEF VALVE DISCHARGE PIPE 00 00 WASHER BOTH BRANCH PIPE WITH SHUT—OFF E 3 FLOOD RIM OF P—TRAP » SIDES TYP . FULL SIZE OF VALVE OUTLET ( ) VALVE FEEDING PLUMBING 3 4 BRANCH TO 1 i J „ d__ FIXTURES IN VICINITYEXPANSION TANK ( ) 2 HUB AND SPIGOT P TRAP ELECTRIC WATER HEATER PER CLEVIS HANGER, „ »- 1T IR_ OR 2 HUBLESS CAS ON SPECIFICATIONS AND OR ISHOWN FO » / PROVIDE 12 WIDE xR — r to m o e c u b e r CLARITY. I — — CONNECT 1/2 PIPE (WITHOUT P—TRAP WITH 2x3 SCHEDULE p SIZE 12 DEEP HEAT TRAP AT — — I SHUT OFF VALVE IN BRANCH INCREASER ON INLET TO HANGER FOR COLD _ _ � INLET AND OUTLET TYPICAL 12007.052 TO TRAP PRIMER VALVE OFF 1 DRAIN VALVE WITH HOSE (TYPICAL) _ SERVE AS AN INDIRECT _ i PIPE OUTSIDE BIBB BY WATER HEATER i TOP OF BRANCH PIPE. INSULATE WASTE RECEPTOR. INSTALL DIAMETER PLUS _ = CLEVIS HANGER, ( MANUFACTURERdraWln ISSUanCe PIPE UPSTREAM OF TRAP P— g INSULATION SHOWN FOR I P TRAP PARALLEL TO WALL PRIMER BUT NOT DOWNSTREAM. �. 3 THICKNESS. DO NOT CLARITY. SIZE (RATHER THAN PROVIDE 6 DEEP I LANDLORD/PERMIT/BID SET 01.09.13 E PENETRATE — HANGER FOR HOT PERPENDICULAR AS SHOWN 3/4» PIPE FROM PIPE HANGER RUST—PROOF PROVIDE DIELECTRIC PIPE INSULATION WITH — — PIPE OUTSIDE FOR CLARITY), AND ATTACH COLD WATER SUPPLY NEXT TO ELBOW WATER—TIGHT PAN UNDER I UNION AT TANK CONNECTIONS drawing r e v i s i o ns PROVIDE TRAP PRIMER WHEN E i s P—TRAP TO WALL STRUCTURE HANGER. DIAMETER. TO WATER HEATER, HEATER, WITH DRAIN PIPE FOR CONNECTION OF No. Description: Date: REQUIRED BY LOCAL AUTHORITIES p a e. WITH RISER CLAMP. WITH NO CHECK PROVIDE DISSIMILAR METALS (TYPICAL) DIELECTRIC PIPE INSULATE TRAP AND WASTE VALVES INTERVENING PROVIDE PLATFORM. I , - PROVIDE A SECTION ARM WHEN USED AS UNION AT TANK ATTACH TO BACKBOARD ROUTE RELIEF VALVE OF HIGH DENSITY INDIRECT OR CONDENSATE DRAIN CONDENSATE RECEPTOR. FDA—COMPLIANT CONNECTION FOR AND OR SUSPEND FROM I DISCHARGE PIPE AND DRAIN INSULATION OR PIPES) PER SEPARATE DETAIL. BUTYL DIAPHRAGM CONNECTION OF / IF CEILING EXISTS, PAN PIPE SEPARATELY TO STYROFOAM BILLETS DISCHARGE INTO P—TRAP WITH AIR DISSIMILAR METALS STRUCTURE ABOVE, MINIMUM INSTALL ABOVE IT IF 6” C ;, DISCHARGE INTO RECEPTOR CLEAR OF CEILING, IF ANY THERE IS ADEQUATE AT EACH HANGER GAP PER CODE REQUIREMENTS. WELDED STEEL — }' CESS SHOWNON PLAN, WITH AIR OF COLD INSULATED I WASTE PIPE TO BELOW EXPANSION LDTANK SWITH I I AIR CHARGING SPACE AND EASY AC GAP PER LOCAL CODE PIPE. FLOOR, OR WET VENT PIPE POLYPROPYLENE LINING, VALVE. FILL TANK IF P—TRAP IS INSTALLED ABOVE FROM PLUMBING FIXTURE NSF APROVED FOR WITH AIR PRESSURE REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT PROVIDE SHORT CUT INSULATION TO HARD CEILING, PROVIDE ACCESS -'- - BELOW, AS SHOWN ON DOMESTIC WATER TO MATCH WATER SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND INSULATION SHIELD FIT AROUND DOOR PER SPECIFICATIONS FOR LAPPING PLANS, MINIMUM 2" SIZESERVICE PRESSURE. HANGER. SEAL . LOCATIONS PER MANUFACTURER'S REQUIREMENTS. REFER TO FLOOR PLANS FOR PIPE SIZES. INSULATION JACKET EXPOSED PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES AND/OR SEPARATE OVER HIGH DENSITY INSULATION ENDS PIPING ARRANGEMENT SHOWN IS SCHEMATIC: ADJUST TO SUIT FIELD CONDITIONS PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO DETAIL INSTALL WITH BOTTOM MINIMUM 6, — 6 ABOVE FLOOR IF ABOVE JANITOR'S SINK, OTHERWISE INSULATION OR WITHJOIT SEALANT PROVIDE PIPE SIZES OF INDIRECTC T DRAINS AS SHOWN ON PLANS, AND PIPE SU IT FIELD CONDITIONS. FOLLOW MANUFACTURER'S HIGH AS POSSIBLE PLATFORM SHALL BE PLYWOOD ON UNISTRUT FRAME BRACKETED AND p r O F e S S Ona sea STYROFOAM BILLETS COLD PIPE HOT PIPE MATERIALS ASSPECIFIED. PROVIDE PIPE INCREASER ON HUB DRAIN REQUIRED INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY ANCHORED TO WALL AND/OR SUSPENDED FROM STRUCTURE ABOVE WITH THREADED ROD. POWER FOR SIZE OR QUANTITY OF INDIRECTPES. PROVIDE ENGRAVED PLASTIC / MAINTAIN VAPOR PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC WIRING AND DISCONNECT SWITCH ARE SPECIFIED BY ELECTRICAL. INTERLOCK OF AQUASTAT WITH LABELS ATTACHED TO PIPE(S): CONDENSATE DRAIN , OVERFLOW CONDENSATE DRAIN , BARRIER (S " " " DRAIN", STRAP OR BRACING WHEN 'REQUIRED BY LOCAL AUTHORITIES. RECIRCULATION PUMP IS SPECIFIED BY ELECTRICAL IF REQUIRED. RELIEF VALVE DISCHARGE WATER HEATER DRAIN PAN", ETCETERA AS APPROPRIATE. PR INSULATED PIPE HANGER DETAIL -- PR 4 — ABOVE CEILING SMALL EXPANSION TANK ELECTRIC WATER HEATER OVERHEAD ,� GIN � P TRAP AB NO SCALE � 1 � �ti � 3 NO SCALE NO SCALE NO SCALE -- REFERENCE ONLY OREGON NOT APPROVED WITH THIS PERMIT s f7,�s�i A �f8 z E PIRES 06/30/ 3 0 V) d r a w 1 n g t i t I e w 0 HENDERSON z UJ NOTE: ENGINEERSW PLUMBING 5C1 EDULE5 AND DETAILS Vi EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 drawing nu m b e r UJ AND MAY NOT REFLECT EXACT "AS—BUILT" CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 za EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 FAX 913 742 5001 o COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-eng.�om AND EXISTING CONDITIONS. 1250002506 __­ __ I 11 I - - - __ - - I . I I __ -+-- � GENERAL ELECTRICAL NOTES: () 0 LIGHT FIXTURE SCHEDULE ,q -,k "r- LIGHTING CONTROL PANEL: LCP- 1 1. READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL C\1 - TYPE MANUFACTURER/MODEL # LAMPS INPUT INPUT ESCRIPTION (0 - NO. � TYPE I VOLT ' WATTS VA ID DIVISIONS OF WORK. COORDINATE THIS WORK WITH ALL OTH Q) (O DESCRIPTION CIRCUIT # RELAY # LOCAL SWITCH MASTER SWITCH T/C ZONE PC ZONE A AMERLUX 1 PHILIPS 120 i 45 45 �CERAMIC METAL HALIDE RECESSED ADJUSTABLE LIGHT. DIVISIONS OF WORK AND ALL SUBCONTRACTORS. PROVIDE ALL -I--- U) +- ! � . �e (D #MRA-1-39-T4-E-WT-120-FL-WT-FLO CDM-TC 35/842 i I � SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. 0 � C: SIGNAGE E Pl-15 1 1 1 1 i - . - � G8.5 BASE � � : �e -.-- i I i i i i 2. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE Q) SIGNAGE NE Pl-17 2 1 1 i I ,- � Ir > A-1 AMERLUX 1 PHILIPS 120 45 � 45 :�CERAMIC METAL HALIDE RECESSED ADJUSTABLE LIGHT. HE WORK. REVIEW THE GENERAL NOTES, < 0 SIGNAGE NVV P1_19 3 1 1 #MRA-1-39-T4-E-WT-120-WF-WT-FL0 CDM-TC 35/842 � ! 0- _�� � : SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS ! : 4 1 1 � G8.5 BASE � � i I THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION () 0 , I i OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE ARCHITECT OF " z EF1 / HOOD P1-21 5 2 2 B AMERLUX 2 PHILIPS IC ED ADJUSTABLE LIGHT. #MRA-2-39-T4-E-WT-1 20-FL-FL-WT-FLO � i . ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. :� I NE ISLAND DISPLAY LIGHTS P1_3 6 2 2 i � CC 0 � G8.5 BASE � � 1 3. THE INTENT OF THESE DRAWINGS IS TO INDICATE THE GENERAL 0 W LO . � � N ISLAND DISPLAY LIGHTS P1-5 7 2 2 �_______ -I--- _ � - ___ I- - I - - EXTENT OF WORK REQUIRED FOR THIS PROJECT. ELECTRICAL > N C - -___­AM__­ERLUX ___ - __- - __ ___ -- ___ ___�3__ -_ PH_IL_1PS 120 , 1 " I I 35 � 135 �CERAMIC METAL HALIDE RECESSED ADJUSTABLE LIGHT. 0 C%A I i DRAWINGS ARE DIAGRAMMATIC, SHOWING THE LOCATION, TYPE, 1r__ BRIDAL DISPLAY LIGHTS P1-7 8 2 2 -FL-FL-FL-WT-FLO ! .diii #MRA-3-39-T4-E-WT-120 I � ; * 6 � DEVICES, AND EQUIPMENT REQUIRED. THE DRAWINGS SHALL NOT G8.5 BASE i � rl 1% ! ! P1_9 9 2 2 � : i � T MEASUREMENTS. PROVIDE ALL FIXTURES, %W 0 .�t -_ - - - ­_ -_ -_ - --- - -_- ---_ - - - - _ � - - �� DEVICES, ACCESSORIES, OFFSETS, AND MATERIALS NECESSARY TO C:, "O BRIDAL WALL P 1-1 1 10 2 2 D - STARFIRE - __ __ _ I 2 PHILIPS 120 ! 128 128 �4' RECESSED FIXTURE WITH COMBINATION OF METAL HALIDE RECESSED ADJUSTABLE LIGHT I-, cvi #VARF-2T4M39-2T21E-48-DW-W-1 � � IAND T5 FLUORESCENT. M'S FUNCTIONING AS INDICATED BY THE W �r- GENERAL SALES LIGHTS P1_1 11 3 3 � � � > � G8.5 BASE i � i DESIGN AND THE EQUIPMENT FURNISHED BY OTHERS. II.- O-) i � � I 12 3 3 � � � 0 7D ,� I 1 � SYLVNIA-OSRAM � ! 1 4. DRAWINGS AND SPECIFICATIONS GOVERN, WHERE THEY EXCEED U) i i : 0 13 3 3 ! - � � I i CODE REQUIREMENTS. IIIIIIIIIIIIII i i � W , : 14 3 3 1 i � I -) 00 E PINNACLE 1 1 SYLVNIA-OSRAM 1 20 1 18 � 18 i�2' RECESSED DIRECT WALL WASHER 5. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME Z V- � i 15 3 3 -2-G1G-G120-1C-W i #EW-1T5 � i � � FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE W CR : 16 3 3 - � � FACILITY. REVIEW THE GENERAL NOTES AND ALL OTHER TRADE > O-) ' EM1 SURE-LITE 2 MR16 1 20 1 36 36 �RECESSED CEILING MOUNTED MR16 EMERGENCY LIGHTING UNIT. < .-zj- 1 17 4 4 #RLM4MRT2141 INCLUDED ! DRAWINGS FOR ADDITIONAL REQUIREMENTS. NOTIFY ARCHITECT, () (O . � I � � ENGINEER OR OWNER, AS SPECIFIED, OF ANY CONFLICT OR _J co � I � � _J V_ 18 4 4 F .LSI � 4 1 SYLVNIA-OSRAM 120/277 � 115 � 120 �RECESSED 2X4 TROFFER DISCREPANCIES PRIOR TO SUBMITTING BID. � W 0) I INTERNAL DISPLAY CASE LIGHTS P1-43 19 5 5 #LA1 25-428-SD-SS5R2-UE � � 1 3: . . ,- � � � � 6. PROVIDE BACK BOX WITH 1/2" CONDUIT TO ABOVE THE 11 0 .I- I � , I I � I n, � _J CL RE EXCEPT WITH EMERGENCY BALLAST. EMERGENCY BALLAST 11 INTERNAL DISPLAY CASE LIGHTS P1-51 20 5 5 � 4 SYLVNIA-OSRAM 120 i 115 � 120 1 ACCESSIBLE CEILING AS REQUIRED FOR THE DIVISION 15 WALL , I FEM LSI I I 11 I - I #LA125-428-SD-SS5R2-EM1320-UE i � OF OPERATING ONE LAMP AT 1150 INITIAL LUMENS IN EMERGENCY MOUNTED HVAC CONTROLLERS. COORDINATE EXACT LOCATIONS I M �"I LO i ! - ' ' J INTERNAL DISPLAY CASE LIGHTS P1-63 21 5 5 i I to � ! I 'MODE FOR A MINIMUM OF 90 MINUTES, BODINE SERIES LP600 OR EQUIVALENT BY IOTA. 0) I t AND OTHER REQUIREMENTS WITH MECHANICAL DRAWINGS PRIOR 22 5 5 i � � � TO ROUGH-IN. THERMOSTATS, TEMPERATURE SENSORS, ETC. -, 0 L I I I I I I I � I : : I � Ir- G METALUX F-2- SYLVNIA-OSRAM 120 � 56 't 60 SU XTURE. SHALL BE INSTALLED AT THE SAME ELEVATION AS THE LIGHT I 23 5 5 1 : I � ': I #WN-228T5-A-UNV-EBT1-U i . ! SWITCHES UNLESS REQUIRED OTHERWISE. BACK BOXES FOR ! : i I I I ; 24 1 5 5 1 i 1-W H METALUX ! 2 SYLVNIA-OSRAM 1 20 56 60 1 4' STRAGGERED STRIP i ! COMMENTS: #SML-228T5-UNV-EBT1-U i ; � I � 7. PROVIDE A SEPARATE CODE SIZED GREEN EQUIPMENT GROUND THIS DRAWING has been prepared by the Architect, or i I I I i � 1. ZONES 1-5 SHALL BE CONTROLLED BY LOW VOLTAGE SWITCHES. - I CONDUCTOR IN ALL CONDUITS AND RACEWAYS CONTAINING LINE prepared under his direct supervision as an instrument H1 METALUX � 2 SYLVNIA-OSRAM 1 20 42 � 50 �3' STAGGERED STRIP VOLTAGE CIRCUITS. FOR ALL 20A CIRCUITS, EQUIPMENT GROUND bf service and is intended for use on on this project. All Drawin S, S ecifications, ideas and �esigns, including the 2. ZONE 1 SHALL BE REQUIRED TO BE "ON" FROM DUSK TO 12AM. #SML-22lT5-UNV-EBT1-U F CONDUCTOR SIZE SHALL MATCH PHASE CONDUCTOR SIZE. FOR overaillayout form,arrangement, and composition of spaces - WITH 2 HR OVERRIDE � CIRCUITS UPSIZED FOR VOLTAGE DROP INCREASE EQUIPMENT and eler�ents portrayed constitute the original, unpublished . . 3. ALL ZONES SHALL HAVE TIMECLOCK CONTROL THROUGH BAS SYSTEM (PROVIDED BY HELZBERG) � - - ____ - - - ­ I- I Work of the Architect. AnyhreKoduction, use, or disclosure of ITEMS FURNISHED BY HELZBERG: - _ _ - - - - - __ I- __ __ - __ __ __ ____-- _____ � - - - 1 GROUNDING CONDUCTOR SIZE PER CODE. ereln H2 METALUX 2 SYLVNIA-OSRAM 120 i 28 I 34 2' STAGGERED STRIP the information contained without the written consent I i of the Architect is strictly prohibited. : #SML-214T5-UNV-EBT1-U ! ; / � i i . (1) 24 RELAY PANEL, (1) LOW VOLTAGE SWITCHING STATION WITH FIVE ZONES ; 8. AC CABLING, MC CABLING, AND NONMETALLIC SHEATHED CABLING (�) 2013 H.C.KLOVER ARCHITECT � : - - _____ - ___ -- ___ --___ _____ __ --____________ -_____________ - ___�- __ _____ _ - I � ARE NOT ALLOWED. (1) DUCT TEMPERATURE SENSOR J HALPER 3 15W CFL THE ARCHITECT DISCLAIMS res onsibility for the existing building #HDDP (INCLUDED) i � structure,site conditions ex2iing construction elements,or any � documents,drawings or o6ir inshments psed for any port of this FOR FURTHER INFORMATION CONTACT: LINXSPRING INC., WWW.LYNXSPRING.COM, PH:913-901-1099 ! : 9. FLEXIBLE CONDUIT IS NOT ALLOWED, EXCEPT FOR WHIP (LESS � ___ - I - - - - ___ ___ - ___ ___ - __ ___ _____ - __ ___ _______ ____ - ---- -_ - --- - --- [ - I Pro�ct which do not bear the ArWitect s seal. Tfie Architect's X EVEN-LITE LED 120 � 3 THAN 6 FEET IN LENGTH), CONNECTION TO MOTORS, services are undertaken only in the interd of the Project Owner. No -RC-UC INCLUDED I TRANSFORMERS, AND OTHER EQUIPMENT THAT PRODUCES obrigafion is assumed by thi kNted for the benefil:of any other ently. � I i ! w I VIBRATIONS. USE ONLY GALVANIZED STEEL FLEX. RELATED DOCUMENTS:This Drawing is a single component of an tI i - .---- - - _ _____ - -- - --- - - - _ ---_ ---_�.____ -- --- --- - - --- i -_- -- _ i . i I X11 SURE-LITE �� 3 'CEILING/WALL AND END MOUNTED EXIT SIGN integrated set of Construction Documints. General and Supplementoty. . 1 1 LED 120 i ! i i � Condifions of the Contact,General Requirement Specifications and I 1 I #AP70R INCLUDED 10. ALL JUNCTION BOXES SHALL BE RIGIDLY ATTACHED TO I I I � other Dirlings may affect the Work desedbed. sailure to review and ! i I I � I I I I I STRUCTURE OR MILLWORK. integrate e design intent of the whole of the Condruction Documents 1 P1-15 GENERAL NOTES: does not rerieve the Contractor from providing a complete Project, ' 'II'll 11 I'll,I -I 1.11 I .11.1 I ... ­ "I 'll .11 �.., .11-1-1 ­­. ...''.. "I''. . -11. -111- �I -,11 .111111-1.] ! I A. ANY PROPRIETARY, SOLE-SOURCED LIGHT FIXTURE LISTED IN THE LIGHT FIXTURE SCHEDULE SHALL BE UNIT PRICED ONLY. NO PACKAGING OR LOT PRICING OF THESE I 11. REFER TO LIGHT FIXTURE SCHEDULE AND SYMBOLS LEGEND ON COMPLY WITH all laws,codes,ordinances and regulations with authoffies z i I -.1- 1-111-11-1 ­.- -I...- .1111. 1.111,11, .11,111.1.11 1111i i . _­_ - I LIGHT FIXTURES SHALL BE ALLOWED. UNIT PRICES SHALL BE CLEARLY IDENTIFIED ON THE BID FORM. having jurisdiction and with ir'ments of the Landlord,9 up icable. . ...11....­­­ILI--.11,I-...I I—,I-,-1 111.111. w .11,11111, I...... .. ..........................i..........r , -* �:.,.._ -7, �:�:_: �_ -_�_:,, " '': r_,,:,:,-:::.�.l... SHEETE4. pre'r'mqits ItIt, I.......11-11-111.1 1-i I—- ­­­...I'll I'll I 1.-1 11 11 I .1.1.11..., .I'll, I I I - I� ..I I ­­I..,�.I—.I 11.1.I 11...I—---I 11 - _:,-,_�_�q:i�m,n. .,- __ .... .................___ - Do n6t slait Work until all and required approvals are a tained. i- m,-,:::iiz,�, ,-,I. --:= ___ B. PACKAGING OF LIGHT FIXTURES WILL NOT BE CONSIDERED OR APPROVED. .1 ,,, -,'I! I - rr ­ g�,, t 1'�-,- 1.1.11 I­11.1 I..-1.11,-.1.1­... "W"'',""", _.._­­­.­­­­I'll I 11 , , " .. I .1­­­­1..1-I- -_1 _J , 1111"..."111 , I . I- i�_-j . . "', � - - I VERIFY ACTUAL CONDITIONS and dimensions prior to construction. N . 'L-� __ -_- _.......- - -""'' - --,-.--,,-.--,. -, _______1-1111_1 ­ ___1 1__ _-, __ - _,___. - __ ==_�_ - f*'__�,_ I-- 11 . \ , C. VERIFY CEILING CONDITIONS AND COORDINATE LIGHT FIXTURE MOUNTING HARDWARE AND TRIMS NEEDED TO SUIT CEILING CONDITIONS PRIOR TO ORDERING. . j..____,_,_____ 12 . _ --­ 1____11;U. 11 E. . li-i!............ ......­­­­­­­ -I I I­ - .1111.11 .. I -�I-111-11 I.., 1.111, ....1.11.11111-11.1.1111111.11 ...111.1.111.1.11 1 1.11 11.1.1. .-I—-I I I'll,11 I I I I 1 R-l'. - _'_­ ­.­­­­­I I_ I'll t . . 11 I-...�.................J 11 - , , \ , Commencement of wA constitutes veffication and occep m i :­­­_._­ _: �, - � f I - 1, D. VERIFY QUANTITIES, MODEL NUMBERS AND DESCRIPTIONS WITH MANUFACTURER PRIOR TO PLACING ORDER. .tance of all . I 'i I 1� I I _4 � , I - I �__- -.1 1L�;;;....;�.��­;­:;�_­,, 16.104 if', -, ,- :z :V_ GENERAL LIGHTING NOTES: . . 1 ­­­I_- � -� ­­­-1-1 - c . .,-.,--, 11 �_ ex n conflons. Apprication a in no or ealuipme em o Woi* : : li : I :1 --- -I!.-.__z�� ''I I 1.....I -_- ,I -:Z_- I- �;W_� - i.___11 i I E. VERIFY FINISH AND COLOR WITH ARCHITECT PRIOR TO PLACING ORDER. i i : I ; q .. ., 11 - ins ooce once a an assump on i ..i ': :[E� i:;�l � 1-111-111 I -1 I - ,� - -- . � - - ",-,"' , '"' - .1 ;� i ,� 1� I 1� 111 B 1�_ B ,. B '11 z 11 others con : .1 . i. z �__.­�z� , z: 1 :" !I P t ___1 t .i ;r I. I I . I , : ! i . ...­­..1-1-1.1 1- � - - , i ; s ;: . , F. REFER TO ARCHITECTURAL DRAWINGS AND DETAILS FOR EXACT LOCATIONS, MOUNTING HEIGHTS AND ADDITIONAL MOUNTING INFORMATION. CONTACT ARCHITECT IMMEDIATELY IF THERE ARE DISCREPANCIES :1 I _�:�:1__ � i :: 111 ill; m 11 1i .11 ::;i:::::=._; :­.::.­­I........11.11,11.11 - .1. .1 of responsiN14 for s isfactory installation. i ., ..;: i ,� '.._ ­ ­ I-— 11 1. i ; : �. . A �­­_ __ -.,-.,-I I --1 -�� I..__I - ,- I ­11. ! ELECTRICAL CONTRACTOR SHALL COMMISSION AND DEMONSTRATE .r . . 11 , I: ; I , __ ___ If�1- - r,-- i I 11 ;, q 11 i . is ": �4 l� . � - . i _1 is '. q; is Vl! 11 i !��� I CTURAL AND ELECTRICAL LIGHTING PLANS. i d--i'� 1 1 �� s � li z ­­.�, - I � I 11.11.1i 3 SHOWN are to Wish face of a nide(d un ss erwise indicated. is - - �.�. - I..I 1-1 I 3 - � . 11 - - li I—— - __ ­­­,__­ Y'V_ � LIGHTING CONTROL SYSTEM FOR STORE PERSONNEL. SCHEDULE DIWMl()NS =,��14�;!-­ll.-i...j� ''. � i=­� F= _. li,..........'..7.=.......:......__ 1 , ... 'i� ;:j:�_::.. :���_ . I �.�" i ­,­ i 1 F-;l��= !­ -1.....I 1-��­­ .� �-,=­=.-- __11-�-I`, I . .. ; ;I I - ; ; �­­u"� ''I'll, . - I.............._ ..I...-11-1.1-1-1­_ - _.. - I I�, :1 !sl ;;; =.�-;t�z� �j-�, ­�� - ­� -Irr.-I I-­-,- . �,I, I i G. CATALOG NUMBERS SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBERS ONLY. FIRST READ THE COMPLETE DESCRIPTION, NOTES it � �11�� __I .1 11.11 ,lll.tL�__;-�­.,,,-- 11 : _T . 4, ,�-,ilil-.,-__-___-J.I . ii!....... _ _ _� - , . k M U Imensin- ramop uo irec . . . -�= �,.I il -�;A 1 .Kil,&_­.s--Mw i � , _ il � .: : -�,+._­ ;� I I .1 1�1� -- && _ !!:, 0 II I !_77,_ ­�` z I WITH STORE MANAGER WHEN DEMONSTRATION SHALL AK 1: I .. ­ I i F ! - . f;� - ,i ii , i 101 ii 4 i ; i I !I1 _.- �4` AND SPECIFICATIONS IN CONJUNCTION WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE MANUFACTURES LISTED ARE THE BASIS FOR THE DESIGN. 1; I . i � - I �- . � I ............... ­­­­...­­­­.......I J.'''".- -.............. ...... ,111114.1 I -.......-1-111 I..,.. ....I....,1-1-I.-II.-I'll- 1111IX- I �­ 1. %i� .1 -� . -111 I "Ill.- - ? z . PLACE. . - ) I � I - - ; � i , , � I i � I 11 (. -11 I :, i 1 1 i i i I "I'll- ;I-, :1 I .......k"". I'll, ill I'll, 1. ..! I -11 '- - I ___­ -1,''.­­­­ - . ; - ..., - -"'' 11 "I'll ''. ­­111. I., i i i I � . ­ ...... - '.__!_____ I � -- r z _::::::::�::::::::::�:]:!1�1 0 1 i i I i ? i I 'I'L I i i 1 ; i i t . fl 1, I ; I , . I : : F � li:::::::::::����, ; 1 , lIE F H. CONTRACTOR SHALL PROVIDE ALL LIGHT FIXTURES UNLESS NOTED OTHERWISE. :!Cc .1 ; i i i : i a I s i I i� i . � � i . s I . i I , . . . .. i I � - I I . i t ;1 i I I � 41I i I i i " I I I ; ; I i III on 1; I I I I I N , I . . ; . I ,I ; � . i ; . : ; z i I . t i ; i ; : � :� ! E; I � i i i . i I a I I I L . I I 1] I 1. REFER TO DIVISION 16 SPECIFICATIONS FOR ACCEPTABLE LAMP AND BALLAST MANUFACTURERS AND ADDITIONAL INFORMATION. �: � i : ! . I � � i , i I . ; : a i .. .. . .I.................�......,._ . .1. _11 .i ;: I z i i : i I ,q;1::9 � .111,I—---1 --,,�...... I I I � : � 2. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL LIGHT : . � I f ! I ; I f I � i i I I : . . � I I ......I....�.A��,ii� : z �� ; i . if! � I i I .... i J. SEASON (BURN IN) CERAMIC METAL HALIDE AND PULSE-START METAL HALIDE LAMPS FOR 100 HOURS PRIOR TO TURNOVER OF PROJECT TO OWNER. : ; i � i �,?I . i . i . i I I . I ,­_ ��_n±n_�i�i ; ! E 't i i ! i I zi __1 1� I 1 1 � i I . i 4 � . i z ; . . : I ! 4 ; .I i , I ,I 1 1 .� : z i I i . i . . � � i i �, 1 i 1" ; � .� I I t . !;: � i I i ii i z z ; . � ; : i ; - I . - � z � . i � I I 1; i I i z ... i i ! I is : I I : : I . . G K. REFER TO LIGHTING CONTACTOR SCHEDULE AND PANELBOARD SCHEDULES FOR CONTROL INFORMATION. FIXTURES/TRACK LOCATIONS.. ; , i I i i� . ! i i i I z I I III ! . - I ...-.1---.-I I ­ 1. ­­ 11 I -1- ­­ ...'... i.. I 11 1.11.1-11 i I t .1 I.". -.1...."'.11111 "...'..." : . - . i i . i i I 1! 1. I - � I I 111.11, ­­­.-......1''. , -­-I � - I -1 .....'­ 11 I - I 11 ..." i I . r , - si . i v, I i I �� I � r- a ; : ! I . 1 - ! 1-0 . . i . i i I i I ; , I --, t . !''. ;1: I -1 � i I ., i ..... .1.1 i q i ll- ! 3 . -%_' ---I ; i I q . : . -� ;-11 ---­i I I , i ; ; Is[� i i : � ; i I 1 i i j--- � ? i � . I : i i i i .. �, ; � 1�1 I LO ; :I ) : I i . i s . ; 11 i !�- I i �� � : q 'I, . .. � 4 . ,: i .� i L t z if . ; ; i -.1 i I i . I : I ! 5 i ii I : . :I s i 117 11 i I I i� i i ; i i .. i�II , I. I . i I : i A 1 3. VERIFY ROUGH-IN REQUIREMENTS, LOCATIONS, MOUNTING I . � . . II z I s: I I M; i i 1 4 1.1 I i ; �11 1_1�I I .1 1-1.11111 I.''. .­­.. 11-11- 11 . t . I 11 I ­ I I . I I " I . � 1i . I � 4 i i I ! L.1 Is i i ; : -- : I . -1 Q -I I P-=i�i Z, -- l I I E�­��.,i � -.1 I ;: ; i .1 -._--..1..._ i Ili--I I I s - .1 i . - ­ . : I i - _. I ; i i is. �l:i . ,--, - ,1 11 : i � . I . , `-iss 1.. . 06 i � i . I I -1 I ­ = i I : ! i : I i--- .M I - I !i i : i i - -�­- � I I . � I I HEIGHTS, VOLTAGE, PHASE, AMPS, HP, ETC. FOR ALL LIGHTING - ; I . ___­ � 1-____ i 0 , N .E I I i ; . .. . i : i i i -3 IF . . I i � i r . . . i I ; I i�.j I :,i I i I � I i I I i I . . . 1�w IP 1 I. t", 1 I I ; s ; .- i I i i . w i i ; i I i ; � f 4 I � . : ! __- ; i i i i :__ i I 1 !! . :! ; I I P ; I NE .. . i I I , . I ! '�,=_ j ; � I I i z ; -IN. r__1 � . � I � i! �;i Ili i ii ''Hi., .-J1 fl! � . � !l I i. J ;� I ; I . 1 �4- . . EQUIPMENT BEFORE PROVIDING ROUGH I i: i i-111 .-,--..--a.-.- I- � . _­'! I..............,, 1"..'', ''I".. 11- . ­­­!­­­­­....''... ...; � ___ .1 -I I - i , i I - - . -11 I I I 111.1 Is-I I - ­I _41 1.11 1. -11 . - 11.1.-I-111.11,I..."..I 11.1.1 I 1.I I 11 I 1.i - ....11 li I I'll I y z q . . 4 . . � : � . i I i ,i : i ,� i : . q T, I : : �T i 0S i i :I : i ! 1; ..i I _.,i 11 - 4 1..........j! i 'i 3 I I 1_0 . I I I i - ."..,_. .1. 11 I i ; _ : I i .. . : . ; I i : .� ! i M . I : . . I I LU . , I : � i ; . . I i . i : i I I I � I � . Is Do , i i : I 1 � I 1,z i z I i I T . z - . . � I i i I i I - 1-1--11-I .­; � I . i ! I i 4 % .0 i . . I .­�, ''..''.., ---i-1. I... -I.. . I I . I � ; i i i ; i i i �� � 1 - ,-"--.----- I-- : . I� . i : ..i , i ; 1 I T . . i x i .1111........ � ..�I�.......-, I --­­­...... 1 I i i i :: I . i : fl;=�:�::-�:::%ss i I I - -1 I... 4. PROVIDE ALL MOUNTING AND SUPPORT HARDWARE FOR LIGHT � z I � ; i i , - i . i I I I . . i ., EMI I J I ! ___:.�___,,, _.".. ....... � � I : : I . i I I i i 0 -1- 11 I 1. �1.11 I � i­ __.-______­ _., I rl**o �­ i . � I ; 4 ? ; i ; ; . ; : ; q � I : i . i i -- i I - I I i . . . I . i ! 1 i z n; : 1 I I ­­ __-1.1__1-1__ --,-- -1 11-1-1- -­­ . ­­­ -- -- - - ,,"I I I ,.."', FIXTURES TO MEET SPECIFIED MOUNTING HEIGHTS. LU ____ - __ --I- I I - - _­ - _".. - - "---- 11, I_­_�_1_11­_ - -,----,, - -I ­_ ­ --!--I--,- 41, -I-----I � . I i^ I � i ; 1.i 4 i . . . 11 , _ I i ; I . I i ; ; i ! i : . L I ; i I i ; : . i : . I . : i I . i . I I . . . � I i : ; i i ? i i q . � 11 I : I i : .i i I i i . i I -..."i , . 4 L -. i -I , I , __ i i - I -"----- 11 li 1. .1...1.'I 411 I— -­- I 1-1.1.....[T� - ____1,____ -1 ­ ­ -..-,,-..-.,------- , 111_1 ­ - ---__1__11 - ;",.,___, ,,, � . I I I I . i . .. I ; � 7 i ! I I i U �i, . I I , I­-�--I �­I �I I .; I � ­ ­­I�I ­­I; 11 - "I'll'',''I'll 11 I 11 I "T - - .I I-� .--�--.1'.1 111.1111.11 I——...I'll,...I'll. I I I 11 11 .1 1..I I.11 11 I 1.11''. ''Ill, , ,-,"., -/_- ___�...... � iz :t, . - , � . . : i i . : 1 1 � I i i i -t:�,a,':i I I i 11 ; : i I t � . I z i i i .: : : . i . : i i I i 1 1 i i is � ; ; i I . ; I� �T i Is i I I . I ; i . . i ! ! ? I� I I I . i I . I I I I i P 1__13 1 i . 5. PROVIDE AN ADDITIONAL HOT CONDUCTOR FOR EMERGENCY , : i i ! : i i I t. � . I i ; : ; . i i f I I : ill; : ; i f . : . 4 i : ; ; ; I . � i i . i'l i I I .1 I I . I I �i�i . 1: I ; I i��s��=�z= .- I _.....111-11 ......I.... 1.I.." I I I . . q i . . i . � i I I i I � . i . . I a . , . : . r) . . 1 � I I I � ..-I'l � I . . . / ; _ -- ­_ - I - .I�.... ...1 'L b . I I i I : . . i i i : : ­_­�'__ 11 , . �3 .­­ . I . I i_l ! . I 0 I i ; . 1 ! g��;i_=1 mi:i - i � I ­_.-A I ! � i , i I BATTERY PACK. BY PASS CONTROL TO PROVIDE CONTINUOUS . 4 i i ­ . . . i ; . mzi�, 1 r" * ____ m2nn'. _. 4 ��_�am I 4 � I I :, I - i L10 - .'', 11- I - Is I ; i . / I 11111-1-1-� �,� .......�.....�,....If.......�i , - i I .- IL-T=tl� i . 11 I . is I . I I - I ; 11...1.11- ­­ 11 - .1-1--_ � ......... _.. , ­.I-1:­. .111 11-1. . ,I i I i - ­­­-1-1 --11- ­­­ -11111-11.11 .1.1111-i- I"! F_.::��,:,:,:.:�:I i ,/ I i - - . q , _ -� I : i , -- -iiiA_ -._1___ - ­ I � �- i ! I ; V ji-,:J ; I � , . I I �..��.�,::::.:.�':...::�-�::,T��:_�,�,��, - .I - _ ��:�:_ POWER FOR THE BATTERY PACK. =) 11L iL �4 � zz �z �-�r; � . ; . . . ; , . li . i - : i i I . . "" I i i -_", * - 11...11..... I i - .1-1.I.-1.1.11-1... . I 1 % . -, i I i il I! ----, I 11 I I i __--1_._-_----....I... .........1,...­­­­­..-1-1-1-1 I I­_­I..�� ...'..."...11-1.1-11 I I—-, . . . . i i I ......T s I : I .T I ]I I 4 i i , i, z I . i L .i i i I _,=��,V_111112111F_r_=IF =�� is imi'A-4- H : � . - I i I ; . f i Ill !I i I I . '�__ IF. .I", . ''.. 11.1 - ­­­­--�-- I � ,-------- -N,1.- f --p I i : i i : , , i - C ! , \- I - t 1 1 s I . i 71 : P r I I Pi-it ; 1. � 1 1 Pi-19 L i ; I I _"...".,- - -.1-1 11 I-1 1.11 I'll I I� ".. ''I'll 6. " _, � ? I P � ; ; � L .4- C1*_4 1 1 , . s s !Ill! . �" i " , , I 1, .11,111,111, 11.1 I I i I I UA ow < : : v . . i I .I. .iiii .111.1. -.,-, i , .. ...I.......1.1.1-111. - .1l .illiff-qea� :.-1�=Z��L., ......_ i \ i ills . I...t, � If, 11 I ......I- i I i - . I ''I''. - .f �' I 0 F . �... , �� � -) I 'k " ,III - as ,� W or) 0 Ci C, . 1i� : ! P14 . . C) C/) I - . 1i . y i , I , I i I's I 0 ALL EXTERIOR EGRESS LIGHTING AND EXTERIOR EMERGENCY . 'i� ; . I I [" -.1-11 ; i B � B if i : I , I ./11- - - 1 : � I j, i ii i 1 . i .11 I C .111 -� i i ,;. , � �. I . i I ; �,iir�"-===-V;,;!--= 'V;,;,-----� J -_ i=,2_.�: .. 4�-.1_s ;,-�-4 - Ah�_-�, ...- , � I � I ,I! d I �, Et i 1. i , " =-.. IT-1 11 I J! i I i _. . -- . i ; ! : i I i t I . %f"., I --- . I i 5 . i I I � ; I ! I . ; ; q JI 1 r � i ; a z -T � � L-=m�;=i�­� _11 . z ;...... i, i . , -:=­�= �;Z lis Ei I .. i EGRESS LIGHTING PROVIDED BY LANDLORD. 0 ; i , I i 11 L 11 _:� ...I...I—- .-..1.--.-r__..- t � .1111 1-1111111.1.1-1-1-1.1.1 11 ;­�­l . : i I : i i . . 7 ! 11 i I; I i 1,; - r_V 0- 4. I it I � . i � I i I i i li L i z i 5 i ? ; . I i 3 , .111''. I'll..... I'll i � I � I *_ ::: :::_::::::::::: I - �: *.:�: 4 � I L I -...-1 11 1. ­I I --L 111111111-11i I . I..,I I L-........... ''I'll 11.11111.11... 1''..''. lfm_� "I'll...- ...-..."I'll...ILI 11 ''I".1.111, 1.i f, i I 11 11 1.11 q -13 ! i lit�= _:�: , I I I (t...�i .1 = i q :f-7_1.,X!i_�r I .... .­­� P1 0'4 i I t.....��l . - z � . . Z� . I 1 I —.1.1--i'll . ; . -_ -� , ­ :_­ I is I - I i I '11 ; ; I s , , � i I zt � � � *:: -1 -11 )" il i I � i : i : i _­-I .-I.1.11 ..". I....1. I 1. I 11 I-- . t i - 3� 1 1 i . . i i 1 1 4 5 ; I I : ! L I . i I . I : i : I L i 1 ; I I I 11 I I , . �. i : : i I A wr�* 01 UJ C.le . i , . I i : i I I t I I 19, I .1 I I - � I . i : : I i I i : . . i ! I ; i Q` I . . I T� 4e 7. LIGHT FIXTURES HAVING "NL" DESIGNATION SHALL BE WIRED IN A . i � I ; i . ­­­ 1.1-...r "I � ; I i 1 1! I i I . ; s � I �� z I I - . I =#- n::f 0 1 , z . I I 1.11,- 11 i � . i 3 . I i i ; I i ; R ; . . ;1 i i i . , 1 ;i 1 '! ; t i i : ; I I f i : 1. : i ; : i I A il . ; . � ; III i I 7 $ ; i . � A-1 i . A- i i i I k-i- . I t . . I I 9 : I -1 � I i I ; I is 3 1 1 NORMALLY "ON" NIGHT LIGHT CONFIGURATION UNLESS NOTED _<1 - i I i I � I +1 I i + I I . . I ­ . ill I . ; . : i ; 5 1 1 11 I � . , s i I i 1 I X! . i i i I 7 ; ; i - - - -*-* ­­. I—.; - 4 . M -0� . i i I I Pi i 1 1 1 4 Al............ .....I.. ..I-111 _.- �.. ­ - -.1. 11 I ; I I , is I , i i I I i i ­­ i 1.11,- ­* .. ....Lp!r_J!_-.,,,,,,,,,---, .0. UJO ; i : . i I t ; : : 1, I I t.........__-.11 - 11 I i I . ! i ! a I -___ i 1 % � i I- ; i . . . . : � i , -11 � , ,11 11 1.1. f,11-1.11 1. =:) C) . . i i . i I -1 ;1.11.1-11 I : I i i . I - .111 I—. A i - OTHERWISE. i ! .............�%11,-- ..5 r -1-1-1 FEM I a i � I- � : i I A , . EMI I., 11 ­. J I i- If",I I I I 1.1.111,­­­­­.­.1. 1.1 I 1.­­­­-1. I I 1 f I- �:::0S i i ! :( � It - I .� ­ . I .�,� � .. ......"....., I-—Is . i + I - I i I i :. N I I . I I . ;, i i- . I I z I � _____,_-_1_- . . .;, 51 ! ' ,it M 1..::�:.�........I --- I I ! q i i I i ! 4 . i I r1_1 I --- .- I . I . i i � . : .1.�11-1.111 - _- - � .- - - i . I . I i _'. 4 -____ * cl:::� II--- a ,-- i . 6<00*� : � 3 : I I : i . I I 1-111- -I- ,---- , i L_ _ I . I . I ? I ; -, - - - -__­__ - +--; i i : i i i . I ,,, � . i . I I � ii.:­v i I ! . I i ' P) ; I I : F ­'.11'.., 11.1 �.., ,,,, � ......I....... I..'' 11.1--7-i --1_____1 I .1 I I I -11 ­ I 7.--,,----, _­ a I I : I i I . .16.107( I _,� i 71 - _ _ -11 I 1. I -) < : I . I I I z i i TY I ; fi I r I C ! ; i . i i I ....,I 11 � I ; is L/ i q : � i I I s o .....11...1-1......I z � ; I ; . . ? v ; I I s : i s ! ; A- _�­ I i I I in : � Ill , i s . i I I . I I if I / I ; � : . . I i i . I : I : i i I I : f \ .1 I I i 11.1 i i J . I i - I . i . . : . . L I I - - ! I "a., is GENERAL DEMOLITION NOTES: = I � .Ij 1i I r � ? . 2 � i i i 'W. : v . I L i-== . - 4 � s i E f 1, �_._ 4 i - -�-A- -Till ..� 11 ­1. 11...­..... -_ z z : i ; i s i i - �1'11l.A�......;��; � sim I . i I i 4 i i i : : ; . . ; . I -1-1 I I 1..-.-:L_._, � ; ! i i i . I I � '_­__­ 1+1i I ! -- i I , I z I g. 1 i i ? i I . , 1 L 3i I 1.11 111-111. ­­.­­­­­.­­­ �. I : � � I . i i i f ; i ; : I If ", i i i `gli� .`�­Fll- I I (D 1­ � . .1 -.1 + L":�:_* u ? ............ ...I...... .....s t I � I : . ? 11 -- 11=,11-- -,'"'I'll ...... i i , - U n_.- : t i f 1-1 --a:, I 1 + + I I-I...­­­­I� I � � , :�� �,i'_J. i . I A , �""fii;� . IH I - ...v� t - , z i i ! I I -v-1-11.1.111 - 11.1.111,-V-1 E H . i : : i I i I . IM(r-1 I i i i i -_ I I : . �:= -__:�u I . � -9 I z i i f I , W. I I...... i //* : : i 4 1 IT 0 i i i q., 11 i f , I I i. i 4.I. 1 1 11.1 - 1-11-1 1.11'..".... 1-1�I...I I I I ­­­-,.... .................. l___ , , , ­­­ 1 ! I � � ; : 132B ii . . . ......c . . ; � s I 1 '-- C, . : a w : i - , . I I 9 I i i I i I , - . i i 7 . i I I . i . 4 i a ; u_1-III �i : 1 6.10&(TYP)--1 . . i . I i ! U I 1 i ; .; _�MW.j I I I I i 1. REMOVE ALL EXISTING ELECTRICAL BRANCH CIRCUIT WIRING, : Ill I! 11 .. i 1 �-- 0 : I i: ; � - = I I i I . A ,� I : �m _[_L . + �__ � i i . ; i i ! : i ii I I . I , ==IF[ � z a . : i ; I i � I s 5 1 : ; 1 1 . ;: ill ; . i i 4 Ifd i ; I i \ I . ­­-._...1_-.1...�..,....­..''....",. ,--f .1.1.1...--F.-...... 1, 11 ,J_____r_ 1-1.1...�...1. I__I—,.I I -1 11 I 1.1.0-__ . i . I I.....1.111-1.I I I...1".. ­ i I . . � 4 . i i i : ; ; � I , � . I I I i 0 0- . i : I : q . ; a- lq -11-111 . ­ I i ; � . i : i I i . 1I ­­­...111,�� -'/I I I EQUIPMENT AND DEVICES UNLESS NOTED OTHERWISE. i � i : I i 1 I 1 s s � q . $ i i i I : I ; : Ill i . i i I...........................__". - , .�.... 0" � r i I __ I : I I . � i : . !i�j i su ! I-- 4 . I �i . I I i ' �. I J -I 11- I . . s . I . . i " I I . i P I ; I � : � � i I L##*�) - i � ; I i i i I if i I , � ­si + z " Is I I . i MA-1,11 A- i . . . i ­­- i - I - _q s, - � _.dl __,111 I 0 0 1 -1-11"ll'--i I-1-11�-I­ I - + -IF1. . ; 11 E .1-11.1.1-1- 111.1 I ., '"', 11 ,11:":j!�L�iiT- .;:"il .:z:f;F�,"�� ----1.11 1.I ­_1�____ , I i I - �� -.... .I 1 4 -11i : I 1 ! I I . ; :.;f�f:�:.­::�L�_: ., I :11 4 0 ; I � i 4 . I . . - I 1: I : & I � , i i , I.1+ .­­­­.­­­..­..­1-1-1 I - I .- I! i ; � ; i; I I i i i i i I i I = . ;:, � ;; 2 "`_ P. , i UA _;.1.111...... ..............I.........- - .111-11111. r-11.......1-11 I I'll : W I - ; F --lim I I sis,,A�U._, I I F . 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I - -C-31-- - ____1-------- -- -1_1_1____ I——__­­ ­ I 1-1-1-I I ---.1.I I 1.­­ -1 . 11 - ­ 1-11-......-�.I.....I...I I­­­­-.........�...................-1-1. s`_-.1 I - -...11.1-11.111-11-11.11I.-I I...11111-1111--I­­-1 I I..I.........­....I.."11­­­­�...... I 1. .11111 I I'll.11"I'll,I'll-I..I I "I". 1+ I -11-11 I 11 I I I Ld I HENDERSON d r a w I n g t i t I e I 1.11 * I NOTE: ENGINEERSM LIGffiNG fLOORK PLAN r . 1d99fX!2%1 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS r� 11111 P 8345 LENEXA DRIVE,SUITE 300 III , F I I 1 C7 3 _____ - J______RP W V,., 4 i i A i I i� I i f 1, I 1 ! i 11111111111111111 I I I I I I I i?_ if I 11 P1 , ` . , Ill P I I � � I Ili i ][ ��_ . I I I 1 LIGHTING PLAN c"'I" EXACT "AS-BUILT" CONDITIONS. FIELD VERIFY ALL LENEXA,KS 6621 4 0 SCALE: 1/4 It=1'-O It N EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 FAx 913 742 5001 �z COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-eng.com 0 AND EXISTING CONDITIONS. - I I GENERAL POWER NOTES: -4- 1 4- 1. ALL EMPTY CONDUITS SHALL HAVE PULL STRING. 0 0 CONTROLLED NON-CONTROLLED N LOADS LOADS 2. ALL EQUIPMENT NOTED ON PLANS SHALL BE NEW UNLESS CD SPECIFICALLY CALLED OUT TO REUSE. = U) - NEMA 5-20P AND 12/2+G SO CORD PROVIDED BY CONTRACTOR (TYP) 3. ELECTRICAL CONTRACTOR SHALL PERFORM ALL ALTERATIONS AND • Y � Y TERMINAL PLUG PROVIDED WITH BATTERY TYP REWORK INDICATED AND/OR REQUIRED FOR THE PROPER (� CC N > STRIP 1 BATTERY PER OVERHEAD DOOR TYP WORK AREA INSTALLATION AND OPERATION OF ALL EXISTING ELECTRICAL SYSTEM, Q 0 A ( ) ( ) INTEGRATING THE NEW WITH EXISTING AREAS. U_ ,Y u viiiiiii Hmimimmmiiiim 11 1111911f.---- immmmmmmiimi I-1-1111111-1 CEILING ADDITIONAL BATTERIES AS NECESSARY 4. ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LANDLORD DESIGN U 0 NOTES: Z O O O AND CONSTRUCTION STANDARDS. � I O O O O O O 1. ALL SYSTEM INTERNAL WIRING IS PROVIDED FACTORY O O INCOMING - -1 () I _ - � I I1 5. ALL POWER CONDUITS SHALL HAVE 2-#12 AND 1 #12 GROUND IN W LO 0 ___.� ffm WWI= INSTALLED BY CPI, UNLESS NOTED OTHERWISE. THIS SERVICE 'o I I- -� 1 J 1/2"C, UNLESS NOTED OTHERWISE. > r, INCLUDES FEEDERS BETWEEN PANELS P1 AS WELL. ELECTRICAL CONTRACTOR BATTERY � � L II 0 c� � A 6. ALL PANELBOARDS, SWITCHBOARDS, AND LINE VOLTAGE CONTROL LOW VOLTAGE INPUTS SHALL MAKE CONNECTION � � �- � � I 0 � _F EQUIPMENT SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS 2. ALL CIRCUITS ARE PREWIRED FROM CIRCUIT BREAKER OF INCOMING 0 � MING SERVICE TO OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. MARKING SHALL BE TO TERMINAL STRIPS BY CPI. � ' H L M ^�ME PANEL P1 AS SHOWN. LOCATED SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS T W BEFORE EXAMINATION, ADJUSTING SERVICING OR MAINTENANCE OF 0, H3. ELECTRICAL CONTRACTOR IS RESPSHELF ONSIBLE FOR THE EQUIPMENT. MARKING SHALL BE SELF ADHESIVE, COMMERCIAL LABEL D 0X FOLLOWING INTERNAL LOW-VOLTAGE SYSTEM WIRING �==qio CONFORMING TO NEC 110.16 AND ANSI Z535.4 AS MANUFACTURED (n `'- AND CONNECTIONS: BY IDEAL OR APPROVED EQUAL. ' W r A. LOW VOLTAGE LIGHTING CONTROL SWITCH STATION. BATTERY L 0 7. ALL SECURITY EQUIPMENT IS FURNISHED AND INSTALLED BY OTHERS. B. INTERNAL SPACE TEMPERATURE SENSORS. Q Ir- BM Z ELECTRICAL CONTRACTOR TO PROVIDE ALL OUTLETS, BOXES, AND W 00 PANEL PULL WIRES AS INDICATED ON PLANS. GENERAL CONTRACTOR SHALL > 0 COMPLETE SYSTEM IS UL LISTED, COORDINATE. Q � P1 COMPLIES WITH CURRENT NEPA 70 J LOW VOLTAGE WIRING REQUIREMENTS: 208Y/1 20V NATIONAL ELECTRICAL CODE, AND SHELF 8. ALL TELEPHONE EQUIPMENT IS FURNISHED AND INSTALLED BY j co IS SUPPLIED PRE-ASSEMBLED BY 'o OTHERS. ELECTRICAL CONTRACTOR TO PROVIDE ALL OUTLETS, BOXES, 0 CPI TO B I COVER PLATES AND PULL WIRES AS INDICATED ON PLANS. GENERAL � 1. LOW VOLTAGE LIGHTING CONTROL SWITCH STATION: E INSTALLED BY � O BATTERY ;;.: Q CONTRACTOR SHALL COORDINATE. J ELECTRICAL CONTRACTOR. . M=C � H P �� ROVIDE #18 AWG 11 CONDUCTOR WIRE IN 1/2 C TO LOW VOLTAGE INPUTS A B,C D & E. LO , , 9. ALL COVER PLATES AND DEVICES SHALL BE ALMOND IN COLOR FROM PANELBOARD UNLESS NOTED OTHERWISE. ,.11 0 2. INTERNAL TEMPERATURE SENSORS DUCT LYNXSPRING ETHERNET CONNECTION TYP RESTROOM FOR EXT 10. PANEL CIRCUIT IDENTIFICATION SHALL BE PROVIDED, TYPEWRITTEN AND Ir- SENSORS/HVAC FLOW METER VAV SYSTEMERNAL ACCESS , ONLY): LYNXSPRING �> .E PLATFORM Is I EAD .�. INSTALLED ON THE INSIDE OF THE PANEL DOORS. PROVIDE CIRCUIT ����,�� � -,,,,,- PROVIDE ,- PROVIDE (1) #22 AWG TWISTED PAIR IN 1/2"C TO LOW CONTROLLER DOOR (TYP IDENTIFICATION FOR ALL NEW PANELS AND EXISTING PANELS THAT LYNXSPRING LON CONNECTION VOLTAGE INPUT F OR G. ARE TO BE REUSED. THIS DRAWING has been prepared b the Architect or PP Y FOR EXTERNAL ACCESS prepared under his direct supervision as an instrument (3) BATTERIES MAXIMUM 1 1. REFER TO PANELBOARD SCHEDULES ON SHEET E4 FOR ADDITIONAL of service and is intended for use only on this project. All NOTE: TO BE STACKED - ONLY Drawings, Specifications, ideas and designs, including the INFORMATION. overall l t form, arrangement, and composition of spaces i PROVIDED NUMBER REQUIRED. ayou, g p and elements ortrci ed n pp constitute the original, unpublish d P. Y 9 � e VERIS POWER MONITORING 12. USE LANDLORD SPECIFIED CONTRACTOR FOR MODIFICATIONS AND Work of the Architect dny reproduction, use, or disclosure of ADDITIONS TO THE FIRE ALARM SYSTEM, COORDINATE ALL REQUIRED the information contained herein without the written consent INSTALLED ON DOOR B Y � of the Architect is strictly prohibited. cm cm eym WORK FOR THIS SYSTEM WITH LANDLORD. CPI, OWNER SUPPLIED cm � Mm © 2013 H.C.KLOVER ARCHITECT OVERHEAD DOOR BATTERY DETAIL ® THE ARCHITECT DISCLAIMS res onsibili for the existing building 4 • p tY 9 9 ® <= cm SCALE. NTS structure,site conditions, ezistin construction elements,or an PH 9 ASE LOSS MONITORING ,� y `� � � P 0 W E R PLAN N 0 T E S' documents,drawings or other Instruments used for any port of this SUPPLIED AND INSTALLED I I I Project which do not bear the Architect's seal. Tfie Architects BY CPI ! services are undertaken on in the interest of the Project Owner. No ® ® ® ® obligation is assumed Iry the Architect for the benefit of arty other entgy. ® P1 P1 16.120 PROVIDE TWO FOUR-CONDUCTOR PHONE CABLES FROM THE PHONE ® � 16.124 61 63 RELATED DOCUMENTS:This Drawing is a single component of on BOARD TO THIS LOCATION. LEAVE 12 CONDUCTOR WHIP ON EACH 9 9 P THERMOSTAT INSTALLED 16.125 integrated set of Construction Documents. General and Supplemenkary. r ... . ...._._ . CABLE WITH A TERMINATOR FOR EACH CABLE. Conditions of the Contract,General Requirements,Specifications and IF APPLICABLE, OWNER I- _ _. other Drawings may affect the Work described. Failure to review and SUPPLIED ! _ __� _ W _ 1 r integrate the design intent of the whole of the Construction Documents - - 16.121 WATER HEATER: FURNISHED BY THE PLUMBING CONTRACTOR. -W W r ! does not relieve the Contractor from providing a complete Project. 16 1 1___.____ _ 1. -16 1 A 1 _ P 9 P 1 , .____._......_.._ _ __ ___ -.1.111___ -. .1-----. _ _ : 111.1. . _. ____�'..._... _ __.. _.- -_. ........._.... ._.�...-...._... _. -......._........-1' 1 11 .........._ -� I I ELECTRICAL CONTRACTOR SHALL PROVIDE 208V POWER FOR .. ! COMPLY WITH all laws,codes,ordinances and regulations with authorgies iii ! ` .1.11.1 16.145 J 16.145 J 6`.121 CONNECTION. COORDINATE INSTALLATION WITH PLUMBING haven jurisdiction a with I', 11 r ::::: - �__....J;- LL W:� - - _. �;:_ _. _..._: _.___. _:W W 91 and wt regwrements of the Landlord,d up 6cable. :�..�:_. PANEL P1 I I i T. __ W ° ,i" i CONTRACTOR. Do not start Work until all permits and required a royals are o tained. II, 1 I Ii III Ill filar 1 P 1-50 °il 1 P 1-44 __ I'll 208Y/120V Il: I 1 II ;€E 1 ! I11 ! i` .. _ __:__ :: .._ VERIFY ACTUAL CONDITIONS and dimensions prior to construction. FEED I 16 148 ! , E (16.152) 59 (16.152) 16 122 PLYWOOD I E, u, it 1 = _ xiY -=s T - -- - 1 4'X 4'X 3 4" P Commencement of work constitutes verification and acceptance of all = ELECTRICAL CONTRACTOR TO PROVIDE A LYW - . S, i ; E (SECTION 2) TH R U .:..:W - ;I� :I Jt P 1 .I r, / existingconditions. Application of a material or a ui ment gem to Work i. PANEL MOUNTED TIGHT TO CEILING FOR THE TELEPHONE P 3- :: `x 'i f installed others c n 't � , o sb utes acceptance of that Work and assumption LUGS , I1 ;. ! �+ P. P i !! it 1 11 _..... 111._ _ - - - -I If - - - -- -,!I! I i? ( /­1. 1.1, € , EQUIPMENT. PAINT TO MATCH ADJACENT FINISHES. EXTEND EXISTING of response 14 for satisfactory installation. ! „' ` ' �" I f 4 LANDLORD CONDUIT WITH PULL STRING FROM M LANDLORD DIIaENSIONS SHOWN are to finish face a materiel unless otherwise indicated 1 I i ! 1 11 iii 1 I II (! 1,•I 36 i ,E !i !! !, I 1 1 11 it 1 If— I ! P�� _ ! I E2 TELEPHONE CLOSET TO TENANT EQUIPMENT (FIELD VERIFY EXACT C4LCULAIE MEASURE dimmsarls-DO NN SG1E drarin�unles otherwise drected. 1 ! i N (; r 3 '! 11 i '16.148 `1i rl i I; 11' _' iI ; C LOCATION). 11 ,, I ;if II , __ 1 r o t 3 £ , ;_ - ! 11 I. p j e c t i t I e ° ! ' ,3 3 i 16.1233 49 i P1 16.123 CHANNEL CUT/CORE DRILL FLOOR AND ROUTE CONDUIT TO STUB a ' 16 148 li 1LI' 11 sl g_ � _ i 11 t E P1 ' I UP IN LOCATION OF FLOOR JUNCTION BOX SHOWN. ELECTRICAL � _. 3 (1 !! i O.J� ri i� 38 E - 10 l.� I I ' ! 1! 'i II 1` y ._.- -11 - " i� CONTRACTOR SHALL MOUNT JUNCTION BOX FLUSH TO FLOOR. -o 1 ,, i T:: - 42 P 1 I I 1 If - - Il €1 lE ' I 16.139 HARDWIRE CASEWORK PROVIDED WHIP AT JUNCTION BOX TO ALLOWLO 1­111. 4.0 .___ . _-.. € 1 1 { ' :E I ]j µµ I I `€f � 1 I 16.143 FOR CONNECTION OF CASEWORK WHIPS. COORDINATE TIME AND �S i �� !. _ I: 161 4 ' ,I 2 €€ , ' 1 3 3 , � 1 1 ) 13 w, 1111 1111.-1111..-. � � ` 'i 11.11... .1111 .......... -. 1111.. � ..,........1111 .-. 1111. ........... .. ....._.... .... ........... 11.11.. 1111.. .......... 1111 1111 _ .... ... ._........, 1111... 1111 11.11. ..-1111.. 1111.. 1111._ -.. ... .. ....._.. .......... ...... .................._..... 1111.. .............. 1111. .. ................ 1111. ......... .......... .......... ... 1111. ... 1111. ........... ... 1111.. .......... 1111 1111. ............. 1111. EXACT LOCATIONS WITH LANDLORD 5 DAYS IN ADVANCE PRIOR TO I� I 11 !1 i;; i 11 �...1 T I I!= ,E I I LC P 11 1^ . ?i r r. I 16.148 I .�. _� i ! 1: i ;1 jE s ! I I j 1;l ; Ii ! I1... 1 I MAKING CHANNEL CUTS OR CORE DRILLING. COORDINATE ALL W 1 !i! 1 16.124 I ; ! - I 1 i.1' 611 ', P1 TRENCHING WITH MALL OPERATIONS MANAGER. 16 125 w ! 1 W►. I _ __ 1 ' ,. � _• I � _ Ii I 1 VAV I, �';. -� _- POWER C0 ; _ _!>� . _W_ I I CONTROL L SYSTEM - -- �� '- - ry -- 1. €= I ! PI. .1= j 1 I 16.124 RUN ONE CONDUIT DOWN STEEL COLUMN OR IN WALL TO FLOOR U 31 1 .1.11.1 - ( __ 47 lel; I !I ,l!, ;i! I _T1F 1. 1 E i E NOT TO SCALE I 1 i 1`' 1 k (ll 1 ; 1 ! r` 16.122 ' FO CO N CTION TO CASE LI HTS/RECEPTACLES/MOTORS. CONDUIT . ,; 111 I'1'; r'i Iii r' I, [ i 16.13 i I o- ( ) 3' 1 t , .;rl I � ,,{ I ! I Ili1 + ; ! RUN CONTINUOUS WITH NO JU TION BOXES NLESS NOTED. I I, I : 3 I 1` _ _ __ i` 11:1 1 � E 0 NC UAAmk __ I 1 €3 ) i . ; !i i 3 16.147 �/', 0 I _ I'- " 11 4 I 16.125 ELECTRICAL CONTRACTOR TO CONNECT FACTORY PROVIDED WHIPS 1 i ; 43 45 N I3 ALL ABOVE SLAB1 CONDUIT 1148 f P1 P1 P1 I BETWEEN CASES AS REQUIRED BY CASEWORK MANUFACTURER. % I ; i SERVING CASES IIN THE MIDDLE I i; (PART) P1 P1 PART 11 1 ( ) 8 2 6 1 1 CONNECT ONE CIRCUIT TO CASEWORK LIGHTS AND LAMP v� 0 � ! i I OF THE SALES FLOOR TO BE I 1 I . II i! P1 4I ! N � p. ,i. 1 ; 4 RECEPTACLE, AND ONE CIRCUIT TO RECEPTACLES. ALL i ,i ,--, i I 3/8" FLEXIBLE CONDUIT. i I i 1 ! , w � i; I CONNECTIONS SHALL BE MADE PER CASEWORK MANUFACTURERS (16.152) I 1126 i - REQUIREMENTS. P1-46 1I I 1 ! 16128 I I 0 I i i ! .1111. ... i ' 3 i �1 Q . !`� _ __� I 1 ' W ' 1 ! i '! i 16.126 PROVIDE 1 2"C WITH PULL STRING TO ABOVE CEILING FOR � f Z I I 1 1 �16.145 i - - .! I �If ! 16.129 ; I, ; / ' ' I '! 1! I! I ! '; ;, ��" 1 1 1 SECURITY CONTROLS. Q 1 I 1 _I I I . 0 ,...."..", ..___....., %if= FT 7 '4 ; (D Z . , I< 1 111 1 r'! ! IIr r !! �� t! 1 I , - . ! ' 16 128 ECEPTACLE MOUNTED ON WALL AT 9' 0" A 1 ;� 1 ! ,r1 1! !°1 i, i! i ; D PLEX - FF FOR 1 I 1511141 i 6.148 _:.r _:� i,E " t i 1 !;, I MONITOR.R _ .. l I ! '1: I i,l 1 I ' ' 1. [ i 1€ r E; €_r ti € r I3 1? 3 r '��( - ' i 1 is 11 i �- .. Eii{� � .. t! I t , ___ '-1 �+ - t1 z it 116.129 J-BOX FOR MONITOR MOUNTED AT 9'-O" AFF 1 III it 1 16 143 �r �I 111 I.; 1 i. I Ip ._ 1 , 9 i ;! I I ' ( 1!1 i s I , , 1. 16.130 RECEPTACLES FOR THE SECURITY AND TELEPHONE SYSTEMS. SEE Q 1 I 1 I ; i, i!i !Il P! 1; � i ,, I, i E I 11� __ 1 1 I.; ! I!I If.; hl) , ; 1 , �� E I (2) 3/4" CONDUITS CONCEALED IN WALL, (1) FOR ! I I t i , , l .i ; 1' 1' I THE ELEVATIONS 0 SHEET E F ADDITIONAL INFORMATION, < 3: If 1 ELEV TIO N 3 OR I 0 16.148 ` ' I E°` 1 li ! ' ! RELATIVE LOCATION, AND EXACT MOUNTING HEIGHTS. 3�: 3� POWER, (1) FOR TELEPHONE. 1 r ' I 1 r r i !; f ' I " ; !i , 1[ I 1' !, I 1 ' 3 € i i i,. i { I is , i 1 , !, II < , I€ 1 : �� E: I 1 �. :I - -- � r i ! 11 ! 16.135 PROVIDE RECEPTACLE FOR OWNER PROVIDED JEWELRY CLEANER. vi 1 i ? I , --� V. _ _ ' - I_ t 6 23 I 1 1 r` = I 1 .1 r ! !i T _11 `` , COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER I i ! !� i'i P ; , ;, PERSONNEL. 00 3 i` I[. ', 00 116 148 ,, 1 1 ;{! r I 11 (I 1 P1 ; I SP1 !: 5 1,, 1i; 11 ! P.1 0� -- I, r 7 __ .` 2 P1 11 I 16.138 PROVIDE CONDUIT AND WIRING FOR DUCT MOUNTED SENSOR IF 124 ' 1 1 1 I 55 ;'€ 16.124 I I. _ I_ 1 1 ; ( 16 1 € 1 23 I I I ; APPLICABLE RE /E2 LLJJ . Iii I qlll11 ! p r o j t b 1: 31 i '� 1111...: ^.; ..___ _.::.F ;€' c i is 1ec num er E: I � I I i 1 O-o ; I '°` , I ; ' 16.139 E1/2"C WITH WIRE SPACE SENSOR CONTROL WIRING. RE. 6P r 1 PROVIDE _ .. �,' .._ _..-. .. 111.1.. €� �� _. 1 �_ - i w�. j ter',, I 51 e ®® 1 ; 6.146 _- - ! _ Ir' ; I _ 12007.052 i , , 11 11.1.1.. P /E2 ®® i 1 i ,. , i I_ _ _._____ E g I ii V E "€ E 3 i :,.. W-... -. t ==111.1. ..�I;< ... i t< , , !1 s 1111. .....�,. I 1 i -,, ; ` ) pr_- _ J�: i r i I. 1 I ! ! II 11 I, i ; 16.140 PROVIDE 3 WHIP WITH CIRCUITRY FOR RECEPTACLES TO BE d r a W 1 n g i S S U a n C e 16.150 53 I !I E 1' li I! 0 I 16.124 I I � 116.139 I RECESSED MOUNTED IN BACK OF MILLWORK AS SHOWN. PROVIDE I „ 1 , ! a1 P ! 16.124 [�: P1-5� 16.125 r !1 I r I ; I ;i £ - ; LANDLORD/PERMIT/BID SET 01.09.13 16.120 1 i ! ;; I I !, 1 , FINAL CONNECTION AND INSTALLATION OF DEVICES AS REQUIRED i 16 I 33 ! 1i Ik j Iii 21 :: 12 I ; PROVIDE POWER ONCE MILLWORK IS SET. COORDINATE WITH MILLWORK INSTALLER. t! i i F 16.148 1i !; ! P1 ! i P1 ; ) FOR EXHAUST draw 1 n g r e v i s i o n s t 35 P 1E I ! , : Li i - ,'" � ;� 0., - 31; 117i -_ , , ,; HOOD AND FAN. : it-- - - - = - �. I t;, , ` I; I 16.141 MOTORIZED ROLLING GRILLE: PROVIDE TOGGLE SWITCH ON MOTOR No. Description: Date: E1 ! li ; 10 - - - __�J_] ..- 4ILi.jEi 1 ; ; AND CONTROL WIRING FOR KEYED SWITCH. COORDINATE EXACT I' 1 11 r. , 1I 16 X11 I I 116.141Ill ir'E d DISCONNECTI'rl! ' I L,--- - P1 i li I LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO ROUGH-IN. 1 " VAV r 1 E!1 ! �� ! 11 M ?i �,_` j I �-L- _.__:. a1; PROVI DED I�rf_-- - .-- - 151,148 I _� _ j 2 WITH UNIT,I ! if t 1 i ' 16.142 PROVIDE BLACK DEVICES AND COVERPLATES AT THIS LOCATION. NOTES: jj I ; 1! E 1 Il E. i I i TYP OF 2.1 r t! lI 16.138 11 1 16.145. I! Il I I „ 1. COUNTER IS PREWIRED BY MANUFACTURER. 11 , 1 '° 1 I 1 16.143 PROVIDE POWER FOR FLOOR MOUNTED DISPLAY CASES AT 2 AFF. I I I R I I; REFERENCEL. P1-48 1 1I 1i P CONNECT TO PROVIDED JUNCTION BOXES ON DISPLAY CASES ONLY FINAL CONNECTION REQUIRED. t 18 'E 1 ! r (16.1;50{ I 1! „ I P1 3! USING WHIPS. COORDINATE EXACT ELECTRICAL REQUIREMENTS WITH ��APPROVED WITH THIS PERMIT . I 2. COORDINATE EXACT REQUIREMENTS AND ' 3 1 1 FURNITURE SUPPLIED. 1 T 1 i 1 ; ,1 I ' CONFIGURATION WITH ACTUAL VENDOR SHOP DRAWINGS. ' " I ' I Ii ' ' ' i ` ' I 1 ! ; I I [ EI [ ! I I ; r ; € 16.145 PROVIDE JUNCTION BOX AND SINGLE GANG MUD RING FOR I ! I [ ;€ 1 1 r .:,;u I !i ROLLING GRILLE EMERGENCY i ; 11 ME GENCY EGRESS LEVER. JUNCTION BOX TO BE I 1 ! 48" A t l! i; 1; COORDINATE I i t �I 1 ._ ...._..._ _.. ... ._...__ 1.11__1 _ _C ; li I __ � I ; �:._: ____ ._ _ __- 1 i€ II H OWNERS REPRESENTATIVE PRIOR TO COUNTER2 ELEVATION 1 ? 1 _ _ 1.1.11 ___- 11 -_-- _---- __--Jr-_ .1�__--__._.1.11.1 €.f _ -_._._._. t �; 1 16.129 I ROUGH-IN. TS WITH r 0 f e S S I 0 n a S e d _. 1 i i ; I ifl ' rr '11 r I , -I i . p SCALE: NTS '! 1 J q{ 5 i: . i !8 aU .�� II i r3 I , : 3 11 I 3 . I TT l I ; 11. I r' �« .€ 1' r 1. I . I P 1 J i. Ii 1 1 1 I i ��-�-�-� f- - - -�--.iI -_ �--�-- -- ;j - - 1 ; ; ;; 16.146 PROVIDE WHIP TO INTERNAL RECEPTACLE. COORDINATE EXACT 1 ;, _ ... .. - - - - .- a _ 1 ® _ - L, .,_. ._�.,:oa i"-11'1'"1_,. '-`r' ......_. - 1111. ... 1111 E.._..____WW._._..,.._....... _. 1111..c � ..... ..... _ .._...... ....._.. 1111... f [i 1 i, f; .____ _._....__._.._.. 1 1 I 1 I __ _.1.1 _ ........ ._ ._-- _. ......_..._ ._. _ ._ II 1i s LOCATION AND REQUIREMENTS WITH OWNER PERSONNEL. , 135 j 11, ; I ; �-16if P 11 1 .148 1 16. : 16.128 `; ,I ' » ,'�� I 16.147 PROVIDE WHIP TO CABINET LIGHT AT +58 AFF. COORDINATE EXACT I [ i 1' ! LOCATION AND REQUIREMENTS WITH OWNER PERSONNEL. � GIN I I i 1 li 1 1 I 3 i3,f 3 E i � I P1 1 ; ji E a 1 II iii I 1 Ii I 1i - 2O 1 1 \ li I II 43 PART - - 24 1 16.148 PROVIDE DUPLEX RECEPTACLES AT DISPLAY ISLAND AND BRIDAL iE €i ( ) € 3 i " ! ' Il iI1` '' $fit =.111 I= _ - P1 I 1 1` ISLAND AS INDICATED. CONNECT TO DISPLAY CASE CIRCUITRY. I° 1' P1 __ . - __. ,. Imo" 1€ _ 1 Il l.... .1 {3i 1. !,! l f.- i 1 i '! Ofm 45(PART) !! ! r 111 ( ; lel € 11I !I! 1 ; 11 1 ! r_ I COORDINATE COLOR AND LOCATION WITH OWNER. !,1 ' P 1 it 1 a Ill II ( f I it 1 _ 1. 1€ 1111..:::;: �� __ !{ ,. ..acs... 14E- __... i`_.; 1111. 1111.. 1111 y : i y 1 ;, , i ,,_T_ _,:. - .. 16.152 ROUTE POWER FOR THE OVERHEAD DOOR FROM FRONT ENTRAN1-1CE a _. _ _. _ _____ = _. .- . � C E _ _ _ _ .._ -.. 1..111..-.. .._.... 1111. ....11 I.. ..1111 _.... .. ...__. ........ ..__._ .... ........... 1111... .... ..........._..... _. 1111 ..__... .1.111_. _ ....._...._._....._..._ .111 f__�.._.__.__._. _. .. ..�_. . 11.1 ._.... 1111 ..,.,,..... 1111_._. _ .... -. - . .....� 11.11 .;111.1.. 1111 .. 1111.. .. 1111 f�4/ .._............ 1111... _ 1111 _ __.. _..__ .... ._.. -/ i .._..- _ -_._ -_w w_ _ _ I TO SPACE ABOVE THE RESTROOM. RE 4/E2 FOR ADDITIONAL _ ._ _.__ _ . _ _- INFORMATION. � 1111...-__. __ ,�"-)-- 16.124 � 16.140 16.125 i 16.142 E ES 06/30 13 d r a w I n g�� t i t l e w HENDERSON • POWER FLOOR PLAN NOTE. ENGINEERS POWER PLAN N EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS - 8345 LENEXA DRIVE,SUITE 300 d r a W l n n u m b e r 0 1 „ SCALE: 1 4 -1 -0 g AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS. FIELD VERIFY ALL o LENEXA KS 66214 Q EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 COORDINATE NEW WORK • o OR AND DEMOLITION WITH ALL OTHER DISCIPLINES www.he�-eng.com AND EXISTING CONDITIONS. 1250002506 o �� SPECIAL SYSTEMS SCHEDULE ~ wWW O � 0 0 ULABEL DESCRIPTION CABLE 0000 (D O r— F- �--�•- Cn D1 P.O.S. — ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA CAT 5e) CEILING LIN ( � E W W Ld Y z zo J J J- D2 SPARE — ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA (CAT 5e) N D —-� > o E = w W CEILING LINE Q p _ F- In U m d EXTEND 1"C FROM w N D3 P.O.S. — ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA (CAT 5e) EXISTING TELEPHONE TO THIS EQUIPMENT TO BE zo v > � � � �o w� J — (n m LOCATED ABOVE SAFE W w rz ABOVE SECURITY EQUIP. x Q Q � o o � z z z o _ T e Z Q — w > D4 SPARE ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA CA 5 FIELD VERIFY LOCATION OF W 0 0 0- ? z _, cn << ( ) CONDUIT WITHIN SPACE. CEILING LINE SOUND rr ' SYSTEM RJ 11 NOTES: D5 P.O.S. — ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA (CAT 5e) W Lo 18" MONITOR 1. ELECTRIAL CONTRACTOR TO INSTALL EQUIPMENT IN A > f` POWER Q RJ 31 MANNER TO MINIMIZE SPACE THAT THIS EQUIPMENT TAKES D6 SPARE — ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA (CAT 5e) N 10 -- O REFER REFER UP ON WALL.(SPACE IS LIMITED) Q) p0)SHELVING UNIT TO E2 TO E2 O STOP CONDUITS D7—D10 ROUTE FROM HUB TO WALL JACK DATA (CAT 5e) O c0 6". ABOVE SHELVING UNIT WESTECH WESTECH SURGE 2. VERIFY EXACT ROUTE FOR INSTALLATION OF ELECTRICAL � C6 PROTECTOR AND TELEPHONE SERVICES IN THE FIELD WITH MALL W O D11 INSTALL WITH RJ45 AT EACH END. ROUTE FROM HUB TO WESTECH DEVICE ABOVE SAFE. DATA (CAT 5e} 0-) Ir— O O BUILDING ENGINEER. F_- REFER SWITCHER 0 :D O D12 INSTALL WITH RJ45 AT EACH END. ROUTE FROM HUB TO MUSIC BOX. DATA CAT 5e TO E2 O O VCR ( } (n C WESTECH WESTECH INCOMING ELECTRICAL W T CONTROL ALARM SERVICE D13 INSTALL WITH RJ45 AT EACH END. ROUTE FROM HUB TO ENERGY MGMT PANEL AND DATA (CAT 5e) E) op PANEL SOUNDERYZ Ir— MAKE MAKE CONNECTION TO TRIDIUM DEVICE WITH PANEL. W WESTECH Q CONTROLLER VERIFY CONDUIT D14 ROUTE FROM HUB AT PHONE BOARD TO DEVICE AT EACH STOREFRONT ENTRY SOFFIT DATA (CAT 5e) J ATT SURGE J co T AND CONDUCTORS W PROTECTOR MEET OR EXCEED D15 P.O.S. — ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA (CAT 5e) REFER NEC REQUIREMENTS 0 Q TO E2 INTEGRATED PANELBOARD w � � SYSTEM FURNISHED BY OWNER AND D16 SPARE — ROUTE FROM HUB TO BISCUIT JACK BELOW CASHWRAP. DATA (CAT 5e) LO O O INSTALLED BY ELECTRICAL LO CONTRACTOR. MUST BE MOUNTED O 0 6 BUTTON PHONE: LINES 1 AND 2 PROGRAMMED NOT TO RING. VOICE CAT 3 SAFE REFER TO E2. V1 ( ) � .� O ON PLYWOOD BACKERBOARD PER :� T O O � n CO LANDLORD REQUIREMENTS. LIGHTING PANEL �F ATT CONTROL ,P1, V2 6 BUTTON PHONE: LINES 1 AND 2 TO RING. VOICE (CAT 3) � � PANEL SECTION 1 ) 'LCP-1' V3 LINE 3 FOR FAX. VOICE (CAT 3) THIS DRAWING has been prepared by the Architect, or prepared under his direct supervision as an instrument V4 LINE 3 FOR SPARE FAX AND P.O.S. VOICE (CAT 3) of service and is intended for use only on this project. All WESTECH CONTROL PAD SEE Drawin s, S ecifications, ideas and designs, including the g p overall layout,form, arrangement, and composition of spaces SHEET E1, NOTE 16.100 CAT 3 V5 LINE 5 VOICE ( ) and elements portrayed constitute the original, unpublished PANEL Work of the Architect. �n re roduction use or disclosure of FOR EXACT LOCATION. Y P. WESTECH ) , P 1 the information contained herein without the written consent I (SECTION 2) V6 18 BUTTON SPEAKERPHONE: MOUNT AT 60" AFF. LINES 1 AND 2. VOICE (CAT 3) of the Architect is strictly prohibited. FINISHED FLOOR - © 2013 H.C.KLOVER ARCHITECT V7 LOCATED UNDER REMOTE P.O.S., BISCUIT JACK WITH LINES 1 AND 2 ACTIVE. VOICE (CAT 3) THE ARCHITECT DISCLAIMS responsibility for the existing building structure,site conditions, existing construction elements,or any HE FLOOR documents,drawings or other instruments used for an part of this FINISHED FLOOR FINISHED Project which r VS LOCATED UNDER REMOTE P.O.S., BISCUIT JACK WITH LINES 1 AND 2 ACTIVE. VOICE (CAT 3) to ch do not bear the Architects seal. Tf�e Architect's services are and rtaken on in the interest f ro' e e me est o the P ect Owner. No only 1 obli ation is assumed the Architect for the benefit of an other entity. 9 by Y V9 LOCATED UNDER REMOTE P.O.S., BISCUIT JACK WITH LINES 1 AND 2 ACTIVE. VOICE CAT 3 ) RELATED DOCUMENTS:This Drawing is a single component of an SAFE ELEVATION SECURITY ELEVATION I O N C P 1 PANEL ELEVATION I O N integrated set of Construction Documents, General and Supplementary 4 3 2 V10 LOCATED UNDER REMOTE P.O.S. BISCUIT JACK WITH LINES 1 AND 2 ACTIVE. VOICE CAT 3 Conditions of the Contract,General Requirements,Specifications and SCALE. NTS SCALE. NTS SCALE. NTS ( ) other Drawings may affect the Work descnbed. Failure to review and integrate the design intent of the whole of the Construction Documents does no r Ti providing I t e eve the Contractor from prov ding a complete Project. i COMPLY WITH all laws,codes,ordinances and regulations with authorities having jurisdiction and with requirements of the Landlord,if applicable. Do not start Work until all permits and regmred approvals are obtained. VERIFY ACTUAL ONS and dimensions prior to construction. woA on and tance f all _ z r # z __ r� eCommencement sting rconditions f Appficationtlofta matenalbor e u pment Pitem tooWoA install y i __ ;_ _ __€ ' __E _.__�_ _ �___. , i ed by others constitutes acceptance of that Work,and assumption EI - LL ...__ _:` _ �\ of responsibility for satisfactory installation. i - -_ DIMENSIONSOWN are to finish face of a material unless otherwise indicated 1E MEASURE dimensans-DO NOT SCALE drawings un{ess olher>nse rLrected , f �- [ CAL h L�� Z v p r o e c t t i t I e " CK 2 PORT BISCUIT JA PROVIDE PRE-WIRE FORLABEL D1, D2 i PEOPLE COUNTER TO BE i INSTALLED BY OTHERS. CENTdS 1 t it fi WITH ENTRY AREA, TYP .rI'�^ 1 € 1 D1 } " LU D2 V4 �l Lit �1I i v , E € ,€ MOUNT ,3 RJ ��VOJCE E f 7 t j i r E i E [ 3 E JACKS 2 �� 3fiX i [€ ��� T J ... �. TO PI��NEC E(�€U�-11PDOA CEN iCc� -' 1ENT 2 I' i, ( Ci M ... .. .. t,.,��:.... k::..._..._........._.�.._...::.- i ii i t V E r ( 3 r �1 E'n ; i i 1� i. E Eq) g f 1 € EI-- ..._............ ...... -.._. 1.-.._.............. ,f .._iy �1E i(• 7 ._. .. 77 CIL, €F .133€ 'I — Ej •i 3E i `/� t r � e , r 011-4 , p II13 .: -..._ ......... .. i f �i.. __ k_ __ .: _. 3 L Z i l _._. _ r �' ;1 i_- i . D1 1 � 0 , E , € I E3 Li D15 ; :. ,--WESTECH _j 0 D16 [1 ®V2 V4 VERIPHONE _ HU 1 t Z 10 0 V i O D14i �, _ F i 0 Cie E3 1 � � F E i 1 t j r ' ....E ll � � I = .= 1 IC BOX , M , ROUTER = — US 1 I z it _ ,r v. i1 ' I i ADTRAN f � I DSL l l I I LINE i 00 s , fi E .. _. E +i Ij i I1 ( ef , 1 CHANNEL CUT OR CORE DRILL FLOOR TO 3 E� I l i p r o J e c t n u m b e r i ROUTE CONDUIT UNDERNEATH WHERE ll I'! � i li i, v E r i I 11, SHOWN. COORDINATE REQUIREMENTS PERE I € € ;` u sC II 12007.052 I r ;2 P6kT BISCUIT JACK. !iti KEYED NOTE 16.123/E2. [_, E LAB LD3, D4 i /` i I `, !!___... __._ .. I drawIngISsUanCe 1 t i I ..--. ... E • eF £ f r ._...._ i LANDLOR / ER / IDSET Ol 09 13 VV i MI 1 [ �y q '1 'il E ' ' `1 it 1 3 I € t!S i D P TB lilt c£ drawingrevlslons iI f � ._ ..._. D3 r .y I i -€ i : 6 1_�_�� ��.. _. it _ �_. 1 3i ,. 'i No. 1: ��� � �'�.�-��-� ,) �! �� N Description: Date: i.i i E f D4 Ii ! { V4 E f E 3 I i r Jill 4 I t _ f�-((--- ------- Eli-- --- —_-- -�{.fir _ {[- _---- _ Jill! f i € ri3 € i.r1i [ j j € _ € E AIL i I ! p I D14 rofess1onaIseaI i) [ ; i 7 r € { i , t { ' ®►1N I I.I I I i ; , r;i rli `illi ll' l Ill; tlfi 1 1 1 : f f { j ��I y'f�y) �I ONLY eL.F:'.:�I 1 .-#i Eta .0:�[9'v£..:& `OA.I E CE ONLY 1, Jilt ff r i :lE' _. � 6[ _ l` � � � l .w w i' [� Ii i E II ! I€ r_ € ;r _ _ �i i F ' , ii NO P 'TJ ��/] TH THIS PERMIT � �APPROVED �1�i 6 1{ i V F 1 �:€ .1 F 1 I€� f i I:. F, I r ra - , _ __ BLANK DEVICES TO B r "! -- -^ - -� � . ry INSTALLED IN MILLWORK i E ES 06/30/ 3 - - - i •:-:..:.@: .........::.r...{ , }if i I I i ...... lig fD8 UL I � ! drawing t I t I e £ k 3 3 1 i 1 7 f € tt I7 i • f 3 3, , I � i _ x ._ .:.... ._ .. _. ......:._: .. _ _. _.._.._ .. .......... 1 HENDERSON Y N0 _. T j s _ - TE: ENGINEERSM SPECIAL SYSTEMS FLOOR PLAN S I EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 0 8345 LENEXA DRIVE,SUITE 300 drawing a W l n r1 U m b e r » g 0 AND MAY NOT REFLECT EXACT AS—BUILT CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 SPECIAL SYSTEMS FLOOR PLAN EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 N COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-eng.com oJ 1 SCALE. 1/4"=V-09' AND EXISTING CONDITIONS. 1250002506 NOTE:ELECTRICAL SYMBOLS THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ABBREVIATIONS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. Short-Circuit and Voltage Drop Calculations v-.09.02 Distances are for calculation purposes onlyand shall not be used for contractor takeoffs nor bidding - Contractor shall notify Engineer of an field condition that results in a change of 10% or greater circuit distance O 9 Y 9 Y 9 T ELECTRICAL ONE LINE & RISER CIRCUITING & WIRING SWITCH The following calculations are based on the Point-by-Point method where: PANELBOARD MULTI SECTION ED HOT CONDUCTORS (SHOWN TRAILING NEUTRAL) (SEE SCHEDULES) PANELBOARD NEUTRAL CONDUCTOR U) (SEE SCHEDULES) ( ) ISC (2) = ISC(1) x M(1) M= 1/(1+f) Feedef:(30) = 1.732 x L x Isc XFMR: f (30) = IP(sca)x Vp x 1.73 x %Z IS(sca)= Vp x M x IP(sca) VOLTAGE DROP (30): Y UNSWITCHED HOT CONDUCTORS SHOWN LEADING NEUTRAL • ® � 7 ISC (1) = short circuit current at fault point 1 C x E 100,000 x KVA Vs %VD= ((R x cos(orccos(pf)) + X x sin (arccos(pf))) x L/# x I x 1.73) / E Y 5 3 HOMERUN TO PANELBOARD, ARROWS INDICATE NUMBER ISC (2) = short circuit current at fault point 2 Feeder:f (10)= 2 x L x Isc XFMR: f (10)= IP(sca)x Vp x %Z VOLTAGE DROP (10): > W TX# TRANSFORMER I TX# SHIELDED P1 OF CIRCUITS, HASH MARKS INDICATE NUMBER OF Q O OR CONDUCTORS. INFORMATION AT ARROWS ARE I C x E 100,000 x KVA %VD= ((R x cos(orccos(pf)) + X x sin(arccos(pf))) x 2 x L/# x 1) / E CIRCUIT TYPE AND RATINGS TRANSFORMER P1-3,5,7 NUMBERS AND PANELBOARD. _ _ v AS SHOWN TYPE AND RATINGS L = Length of circuit E Line to line volts IP _ Primary short circuit current %VD CUM= Cumulative Voltage Drop from Fault Point 1 to Fault Point # Z L. _ I „ AS SHOWN C = C Factor from Bussman table where C = 1 / impedance per linear foot Vp = Primary voltage R= resistance in ohms per LF EQUIPMENT GROUNDING CONDUCTOR IN CONDUIT Feeder Types = IS= Secondary short circuit current X= reactances in ohms per LF (GREEN INSULATION OR BARE tY O 800A SWITCH I 225A CIRCUIT BREAKER ) NM - Non Magnetic Conduit, M - Magnetic Conduit, FB - Feeder Busway, PB - Plug-in Busway, TX - Transformer Vs= Secondary voltage W � 1 3P RATING AS SHOWN ( 3P RATINGS AS SHOWN ISOLATED GROUNDING CONDUCTOR IN CONDUIT Fault Source Source 1 Feeder L-L Circuit Load Circuit Conductor Conductor I Transformer FAULT VOLTAGE TOTAL Fault 0 CV (GREEN INSULATION WITH YELLOW TRACER) i � � E Point Bus/Feeder Phase (Fault Isc Conduit Material 1 Conductor Busway Volts Length Power Load Resistance Reactance Impedence, Degree CURRENT DROP V.D. Point aj (F#) Description Point) (amps) Type_ CU or AL # - - Wire/Bus Size - 'C' value ! C value - E _ L Factor(pf) A R X Z/ 0 Type j kVA Rise Z V sec f M Isc _ %VD_ %V_D C_U_M (F#) CONDUIT CONCEALED d- 200AS FUSED SWITCH -1 Utility Service Point 65000 at the tenant metering switchboard_ 208Y_f_20V -_ 3 phase- _ Source Isc + 6X Moto_r_ Contribution_ = 65120_ 1 0 i 3P RATING,POLES AND -- __ Motor Contribution 20 The connected full load__ motor ams includes c_om ress_ors on the system m - - - - - -- M 200AF FUSE TYPE AS SHOWN _ _ CONDUIT IN/UNDER FLOOR/GROUND CONSTRUCTION 2 l'TO PNLE4D "P1"- 3 65120 65120 M CU 1 Sets ofd 3 0 AWG -Tj Y- 0.000079 0.000052 0.451027 4.222 0.19 12470 1.25% 1.25% W r 12844 1- 208 - 100 0.9 160 2 FRS -- EXPOSED CONDUIT0 Cn ® CIRCUIT IDENTIFICATION - SEE CIRCUIT SCHEDULE FLEXIBLE CONDUIT I op GFR GROUND FAULT RELAY Z T- a0 ST SHUNT TRIP LOW VOLTAGE CABLE (NOT ROUTED IN CONDUIT) W dam-. Q MTETER UTILITY METER (AS REQUIRED BY UTILITY) CONDUIT TURNING DOWN PANELBOARD: P1 (NEW) FAULT CURRENT: REFER TO ONE-LINE DIAGRAM EQUIPMENT GROUND BUS J c6 BUS AMPS: 225A AIC RATING: 22000 FULLY RATED ISOLATED GROUND BUS W T 0) CURRENT TRANSFORMER RATING AS CONDUIT TURNING UP MAIN SIZE/TYPE: MLO SERVES: � . . SPECIFIED OR REQUIRED VOLTS/PHASE: 208Y/120V, 3PH, 4W MOUNTING: SURFACE O U J 0- - CONNECTIONPOINT OR EQUIPMENT TERMINATION SECTION. 1 LOCATION: ELEC ROOM , : Ln TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR CKT DESCRIPTION VOLTAMPS PHASE WIRE BKR P P BKR WIRE VOLTAMPS PHASE DESCRIPTION CKT In EQUIPMENT TERMINATION No. A B C NO. AMP AMP NO. A B C No. � X11 GROUND CONNECTION f EM/RL 1 LTG - GENERAL + EM 974 ' / 12 20 1 1 20 12 400 l;`.l ;,� RCPT-SECURITY - - - _2 LO RL 3 LTG - NE ISLAND DISPLAY �' 1,035 i! 12 20 1 1 20 12 /; j 400 - j��l f RCPT SECURITY 4 LO � GROUND ROD RL 5 LTG - N ISLAND DIPLAY 1, j 1,/,i/' 1,305 12 20 1 1 20 j 12 / l !l'!� � 400 RCPT-MONITOR �t_/l< -t lir LIGHTING WIRING DEVICES & OUTLETS STANDARD MOUNTING HEIGHTS RL 7 LTG - BRIDAL DISPLAY ,,7 10 ; ,` %� T,I ,2 20 , , 20 ,2 400 / - - - - I s- RCPT-SOUND SYSTEM ® CONTACT (OPEN OR CLOSED) RL 9 LTG - COVE -1''l 804 / 12 20 1 1 20 12 ;L% ��; 720 �'' Vit'j RCPT GENERAL - j-10 SINGLE POLE WALL SWITCH (NO LETTER DESIGNATION) (AFF, AFG, UNLESS NOTED OTHERWISE) �, r, ,_ ` - _ __- _ THIS DRAWING has been prepared by the Architect, or A RL 11 BRIDAL WALL CASE ; ! 600 12 20 1 1 20 12 j, - 360 RCPT-WORKRM_COUNTER 12_ prepared under his direct supervision as an instrument LIGHT FIXTURE 2 HEATER o SEE LIGHT FIXTURE SCHEDULE EM 13 LTG - BACK AREA + EM / EF2 750 ! f% 12 20 1 1 20 12 200 ; !%% RCPT-TV 14 of service and is intended for use only on this project. All SWITCH LETTER DESIGNATIONS AS FOLLOWS: ELECTRICAL LCK RL SIGNAGE - E '% " 1 20 i 12 20 1 1 20 12 �' 36 /" RPT- T -{ Drawin s, S ecifications, ideas and designs, including the a 15 t r. 0 �',/ o LL: C DESK 16 0 2 = TWO POLE WALL SWITCH „ c t;,/. , , - / ,� ,,, - - - - - - - ---+--- overall layout,form, arrangement, and composition of spaces HP MOTOR ® LCK,RL 17 SIGNAGE - NE / 1,200 12 20 1 1 20 12 - 600 RCPT JEWELRY BUFFER 18 3 = THREE-WAY WALL SWITCH ALARMS 48 1. _� 1� ___ __ _ _ - ____ - and elements portrayed constitute the original, unpublished / /'' j' /' _ _ _ _ Work of the Architect. An reproduction, use, LCK,RL 19 SIGNAGE - NW 1,200 / ;; ,; 12 20 1 1 20 12 360 �L_ , �; J , RCPT BRIDAL WALL 20 y p s, or disclosure of El a = SWITCHED BY SWITCH "a" 4 = FOUR-WAY WALL SWITCH ANNUNCIATOR PANELS 48" LCK,RL 21 SIG HOOD ! /' 228 ' 12 15 1 1 20 12 / % 1 500 ' STEAMER the information contained herein without the written consent BLOCK LOAD KW OR KVA " " / fi /"// a j 22 LCK ® A = LIGHT FIXTURE TYPE A D = DIMMER TYPE SWITCH ,;- /, of the Architect is strictly prohibited. 23 SPARE 20 1 1 20 12 1 200 SONIC CLEANER CLOCK OUTLETS CENTERLINE 84 % ;- / 24 I NL = NIGHT LIGHT OS = OCCUPANCY SENSOR SEE OCCUP. SENSOR SCHEDULE ( ) / r, r -�� - �r r - © 2013 H.C.KLOVER ARCHITECT # ( ) 25 SPARE i 20 1 1 20 /i ri,` // /! SPARE f 26 1 = WALL MOUNT P = SPST PILOT LIGHT SWITCH CONTROLS CENTERLINE 48 --- -- THE ARCHITECT DISCLAIMS resp i'i 27 SPARE 20 1 1 20 '% SPARE 28 ons b11 ty for the existing building SIGNALING = ARROW INDICATES AIMING DIRECTION K = KEYED LIGHT SWITCH ( ) ``-` L / / -- - - - ------ structure,site conditions,existing construction elements,or any 20 1 1 20 '`� ' /�' SPARE o M = MOTOR RATED SWITCH EXIT SIGNS (WALL MOUNTED, BOTTOM) 80 29 SPARE /,: `i 30 documents,drawings or other instruments used for an port of this 1 367 `� 1 20 %' ' Pro' t which d n B SIGNALING BELL _ �, 31 /'/ SPARE 32 lec o of bear the Architects seal. al Architects WP - WEATHER PROOF INTERCOM AFEA ONLY 36 i; serves are undertaken on in the interest of the Project Ow ® ( ) LCK 33 VAV-2 1,367 12 20 3 1 20 ,; SPARE _ only f n�. No obli ation is assumed b the Architect for the benefit of an other en . /, /,' 1 20 12 1 - 9 Y Y ' 35 1367 500 WH 1 LCK INTERCOMS 48 3a B SIGNALING BUZZER OCCUPANCY SENSOR (SEE OCCUPANCY SENSOR SCHEDULE FOR , I ��� RELATED ELATED DOCUMENTS:This Drawing is a single component of an TYPE AND MOUNTING CONFIGURATIONS » 37 200 ', 2,407 / ;�; 3S integrated set of Construction Documents. General and Supplementary. LIGHT FIXTURE WITH NIGHT LIGHT :_ „ ) PANELS/PANELBOARDS (TOP) 72 39 LCP1 TVSS 200 i' 12 15 3 3 30 10 �' % 2,407 ��"�="r VAV-1 4o LCK Conditions of the Contract,General Requirements,Specifications and T LV TRANSFORMER ® # = OCCUPANCY SENSOR TYPE # / %'�' �: �,� % q Spec l ® PHOTOCELLS 144 41 200 2,407 other Drawings may affect the Work described. Failure to review and " I�f`'� � _ integrate the design intend of the whole of the Construction Documents ABBREVIATIONS EMERGENCY LIGHT FIXTURE WITH EMERGENCY LIGHTING O SENSOR POWER PACK FOR LIGHTING CONTROL RECEPTACLES (CENTERLINE) 18" SECTION. 2 -- does not rereve the Contractor from providing a complete Project. RL 43 BRIDAL CASE LTG 840 12 20 1 1 20 12 1 000 ', ' E ROLL GRI ., .. . LLE LCK 44 BATTERY PACK O R CONNECTED TO EMERGENCY SOURCE ;, ;_�;I .�_�_ �',, � �. � �; COMPLY WITH all laws,codes,ordinances and ulations with authorities „ �I �,i:°� - - - - - f - - -- -- -- reg A AMPERES, AIR (COMPRESSED) MAX MAXIMUM O SENSOR AUXILIARY RELAY PACK FOR LIGHTING CONTROL RECEPTACLES (EXTERIOR) 24 4s BRIDAL CASE PWR/RCPT / /: 1,390 / ,2 20 1 1 20 12 / 1,000 ,/ �/ N ROLL GRILLE 46 LCK having jurisdiction and with requirements of the Landlord,9 ap cable. -- - - --- p „ 47 BRIDAL CASH WRAP t_ '!_/ 'l. 600 12 20 1 1 20 12 _'t�_/ 1,000 SW ROLL GRILLE 48 LCK Do not start Work until all permits and required approvals are obtained, MCA MINIMUM CIRCUIT AMPACITY 0 RECEPTACLES GARAGES 26 � �` �- A/C AIR CONDITIONING (GARAGES) 49 SMALL FLOOR DISPLAY 400 ' i ry 12 20 1 1 20 12 1,000 ' / % ROLL GRILLE 4 1, 50 LCK VERIFY ACTUAL CONDITIONS and dimensions prior to construction. �II1 SIMPLEX RECEPTACLE NEMA 5-20R UNO . AF AMPERE FUSE MCB MAIN CIRCUIT BREAKER W RL s1 N ISLAND CASE LTG / '''! 475 12 20 1 1 20 12 ' '-� 1 000 " r. ROLL GRILLE 5 Commencement of work constitutes verification and acceptance of all RECEPTACLES IN EQUIPMENT ROOMS 48 / s2 LCK P �_ LIGHT FIXTURE Q I URE WITH DUAL BALLASTS CIRCUITED SEPARATELY. " existin conditions. lication of a material or a ui ment dem to Work MCC MOT O 9 P AFC ABOVE FINISHED CEILING OR CONTROL CENTER �, � -^ 53 N ISLAND CASE PWR RCPT :�/, ' 1,270 12 20 1 1 20 ! � SPARE _s4_ � q p SHADING IMPLIES EMERGENCY LIGHT FIXTURE DUPLEX RECEPTACLE - NEMA 5-20R, UNO REMOTE INDICATING LIGHT EQUIPMENT ROOMS 48" / j � Z-` / �i - - - - installed others constitutes acceptance of that Work,and assum tion MD MOTORIZED ( ) ( ) N ISLAND CASH WRAP ;':; 12 20 1 0 �, p' p ZED DAMPER 55 600 ;, 1 2 ; SPARE S6 AFCI ARC FAULT CIRCUIT INTERRUPTER i f �,i/ �, , of respons�blldy for satisfactory installation. MDP MAIN DISTRIBUTION PANEL REMOTE INDICATING LIGHT FINISHED AREAS CEILING 57 CTR FLOOR DISPLAY 600 r,I 12 20 1 1 20 %/if a1; l l/ SPARE___ - "8 DIMENSIONS SHINN are to finish f - - _ - __ _ _ ____ _ ace of a material unless otherw�e indicated. AFEA AREA DOUBLE DUPLEX RECEPTACLE N ( ) ed EA FOR EVACUATION � LE EMA 5 20R, UNO � s9 E ISLAND CASH WRAP Y'f�' '�' % 600 I 12 20 1 1 20 SPARE DOD / �; 60 ASSISTANCE MFR MANUFACTURER LIGHTING TRACK WITH LIGHT FIXTURE TYPES AS INDICATED CA!CWIIE�MEASURE dmensans-DO NOT SCN.E drawin unless other>rise drected SAFETY SWITCHES 48 95 MG MOTOR GENERATOR SPECIAL RECEPTACLE - NEMA TYPE AS NOTED 61 E ISLAND PWR/RCPT 1 170 _ r 12 20 1 1 �" l SPACE - - 62 j` . AFF ABOVE FINISHED FLOOR » - - - " �:� �' - STARTERS 48 RL 63 E ISLAND CASE LTG 420 f 12 20 1 1 /! /�/ SPACE 64 ' AFG ABOVE FINISHED GRADE MH MANHOLE o A ° o MIRROR LIGHTS :, p r 0@ C t t I t I e AI ANA MIN MINIMUM - TWIST-LOCK TYPE RECEPTACLE SWITCHES (CENTERLINE) 48 SPARE ! 20 1 1 " '�' -- - - LOG INPUT GFCI 67 SPARE - �; SPACE 68 f lit_ 20 1 1 /,, SPACE 66 MLO MAIN LUGS ONLY OR GFCI TYPE RECEPTACLE* TELEPHONES PUBLIC 1 @ 48" 1 @ 36" 69 SPARE ! 20 1 1 '' %' AIC AMPERE INTERRUPTING CURRENT SITE LIGHTING FIXTURE ( ) �, /.' ' SPACE 70 ' �% ,, �O AL ALUMINUM MOCP MAXIMUM OVERCURRENT 71 SPARE , 20 1 1 =/, /, SPACE 72 1 LO ISOLATED GROUND TYPE RECEPTACLE TELEPHONE, DATA OUTLETS CENTERLINE 18 PROTECTION � SUBTOTAL / 9,211 7,719 7,142 5,767 7387 7 467 SUBTOTAL AO ANALOG OUTPUT � � dS MSB MAIN SWITCHBOARD EXIT SIGN - CEILING WALL MOUNTED ARROWS AS INDICATED. TELEPHONE TERMINAL BOARD (BOTTOM) 6 TOTAL PHASE A - VA 14,977 LOAD CONN. VA DF LOAD CONN. VA DF I� AP ACCESS PANEL / , II '[ EMERGENCY RECEPTACLE ATS AUTOMATIC TRANSFER SWITCH MSWB MAIN SWITCHBOARD TELEVISION OUTLETS 18" AMPS 125 COOLING 0 REFRIGERATION 1.00 LJJ __.. _-- TOTAL PHASE B - VA 15,106 HEATING 10 001 1.00 SIGN/DISPLAY 3 600 1.25 4=k AWG AMERICAN WIRE GAUGE MS/TP MASTER SLAVE/TOKEN PASSING EMERGENCY BATTERY PACK LIGHT FIXTURE - CEILING WALL RECEPTACLE INSTALLED 6 ABOVE COUNTER OR BACKSPLASH* - - - - - - - DOQ / AMPS 126 LIGHTI1.NG 6,418 1.25 KITCHEN 1.00 W BAS BUILDING AUTOMATION SYSTEM - COMMUNICATION TRUNK MOUNTED RECEPTACLE INSTALLED IN CEILING* TOTAL PHASE C - VA 14,609 RECEPTACLES 3,780 1.0/.5 EXISTING 1 1.00 U I BFF BELOW FINISHED FLOOR MTD MOUNTED � - � 0 p AFEA (AREA FOR EVACUATION ASSISTANCE) SIGN - CEILING/WALL AMPS 122 MOTORS 2,745 1.00 LARGE MOTOR : 3,963 1.25 TOTAL DEMAND BFG BELOW FINISHED GRADE N/A NOT APPLICABLE Cl- MOUNTED, ARROWS AS INDICATED. ® RECEPTACLE INSTALLED IN FLOOR* TOTAL PNLBD - VA 44,692 SUPP HEAT 3,000 1.00 SHOW WINDOW 1 25 48,187 VA c� BI BINARY INPUT N/C NORMALLY CLOSED TENANT ELECTRICAL SERVICE LOAD SUMMARY AMPS 124 MISC EQUIP 11,185 1.00 LTG TRACK 1.00 134 A T� BKR BREAKER NIC NOT IN CONTRACT RECEPTACLE INSTALLED VIA DROP CORD* TENANT OCCUPANCY TYPE: M SERVICE DESCRIPTION: PANELBOARD NOTES r// ) 0 6 M 0 C-4 '!�' _ _ Q BO BINARY OUTPUT TENANT SQUARE FOOTAGE: 2,100 208Y/120V, 3PH EM EMERG LTG HANDLE-ON CLAMP LCK HANDLE PADLOCKABLE-OFF DEVICE FEED THRU CONNECTION: #4/0 ® CV NL NIGHT LIGHT POWER E UIPMENT & DEVIC c t� ES * LO ? HANDLE-ON CLAMP D C CONDUIT DUPLEX RECEPTACLE SHOWN, SIMILAR FOR OTHERS LOAD DESCRIPTION Connected Demand Demand p1 N 0 NORMALLY OPEN � CD CANDELA / -� ELECTRICAL SERVICE PANELBOARD wR�wP KVA FACTOR KVA RL - CIRCUIT CONTROLLED VIA RELAY. REFER TO LCP1 SCHEDULE ON E1 LTG TRACK - TRACK LENGTH W � OC ON CENTER Z CT CURRENT TRANSFORMER (SURFACE OR FLUSH MOUNT) (5 RECEPTACLE LETTER DESIGNATIONS AS FOLLOWS: HVAC - SUMMER 0.00 100% 0.00 SIGN DISPLAY SIGNAGE & DISPLAY CASE cv D OS� OCCUPANCY SENSOR = Q C CLOCK HANGER TYPE - CAN CABLE TELEVISION SYSTEM HVAC WINTER 10.00 100% 10.00 TERMINAL CABINET RF - PDU POWER DISTRIBUTION UNIT (SURFACE ACE OR O D E = EMERGENCY POWER LIGHTING PER NEC-220 4 12-5%-- W0 � CCN CLOSED CIRCUIT TELEVISION PH, PHASE FLUSH MOUNT), TYPE AS NOTED S = SWITCHED ( ) 6. 28.02 ^^// �_ 0 z CKT CIRCUIT _ RECEPTACLES 3.78 100%;50% 3.78 1� c� Q PIV POST INDICATOR VALVE - PLYWOOD TERMINAL BOARD FOR TELEPHONE IG ISOLATED GROUND ® MOTOR LOADS 2.98 100% 2.98 z1 CPT CONTROL POWER TRANSFORMER = TAMPER � I- TR PNL PANEL SYSTEM, UNO. SIZE AS NOTED. RESISTANT LARGEST MOTOR LOAD 1.73 125% 2.16 ® � CU COPPER, CONDENSING UNIT PNLBD PANELBOARD WP = WEATHER PROOF COVER O „,� SUPPLEMENTAL ELECTRIC HEAT 3.00 100% 3.00 I--- CVD CUMULATIVE VOLTAGE DROP 0 ELECTRICAL DISTRIBUTION PANELBOARD WR - WEATHER RESISTANT - PROVIDE FURNISH AND INSTALL MISCELLANEOUS EQUIPMENT 9.99 100% 9.99 ` ^ W v DDC DIRECT DIGITAL CONTROL SWITCHBOARD OR MOTOR CONTROL MULTI-OUTLET SURFACE RACEWAY WITH NEMA 5-20R DISPLAY CASE/SIGNAGE 3.60 125% 4.50 z PT POTENTIAL TRANSFORMER �, ,� DI DIGITAL INPUT, DUCTILE IRON pT "/''''f' CENTER ON HOUSEKEEPING PAD " SHOW WINDOW_ / TRACK LIGHTING_ 0.00 PER NEC 0.00 GENERAL ONE-LINE NOTES: Z PAN, TILT, ZOOM RECEPTACLES 12 ON CENTER, UNO. DN DOWN QTY QUANTITY ® TOTAL LOAD 41.49 KVA 44.43 c� TRANSFORMER TELEPHONE OUTLET FLOOR OR WALL MOUNTED. INSTALL - -- - - -__-- - - - -- -- - --- - - 1. COORDINATE EXACT ELECTRIC SERVICE REQUIREMENTS AND Q DPDT DOUBLE-POLE, DOUBLE-THROW RCPT RECEPTACLE - TOTAL AMPA_CIT_Y 115.17 AMPS 123.32 Q ® ® AT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. - -- -- - - - - - - CONTRACTOR RESPONSIBILITIES WITH THE LANDLORD AND DPST DOUBLE-POLE, SINGLE-THROW RLA RUNNING LOAD AMPS `O` MOTOR SERVICE AMPACITY 200 AMPS 200.00 ELECTRIC UTILITY AND ADJUST ELECTRICAL PROVISIONS AS EM EMERGENCY SPARE CAPACITY AMPS 77 RTU ROOFTOP UNIT _ DATA OUTLET - FLOOR OR WALL MOUNTED. INSTALL AT NEEDED. EPO EMERGENCY POWER OFF 200/3/150 DISCONNECT SWITCH 200/3/150 DENOTES SD SMOKE DETECTOR, SUPPLY DUCT � AMPERES/POLE/FUSE NF- NON-FUSED CB- CIRCUIT SAME ELEVATION AS ADJACENT RECEPTACLE, UNO. ETR EXISTING TO REMAIN SF SQUARE FEET SUPPLY QFAN BREAKER (200/3/CB) MULTI-SERVICE OUTLET; TELEPHONE AND DATA - FLOOR OR 00 FACP FIRE ALARM CONTROL PANEL SPDT SINGLE-POLE, DOUBLE-THROW v WALL MOUNTED. INSTALL AT SAME ELEVATION AS ADJACENT NOTE: FBO FURNISHED BY OTHERS/OWNER SPST SINGLE-POLE, SINGLE-THROW COMBINATION DISCONNECT (SAFETY) SWITCH AND ® RECEPTACLE, UNO. THE SYSTEM IS DESIGNED BASED ON AN AVAILABLE 3-PHASE SYMMETRICAL ELECTRICAL ONE-LINE DIAGRAM NOTES: �' FCA FAULT CURRENT AMPS SS STAINLESS STEEL, SANITARY 30/3/15/1 MOTOR STARTER "30/3/15/1" DENOTES A MULTI-SERVICE POWER POLE WITH TELEPHONE DATA AND POWER FAULT CURRENT VALUE OF 65,000 AMPS AT THE POINT OF SERVICE LOCATED 1 FAULT POINT IDENTIFICATION LCMAMPERES/POLE/FUSE/NEMA STARTER SIZE NF= - AT P ❑ (TYPICAL) - REFER TO FF FINISHED FLOOROUTLETS A - TYPE, THE LANDLORDS SWITCHBOARD APPROXIMATELY 100 FROM THE TENANT SEWER, SOIL STACKE, SEE SCHEDULE IN SPECIFICATIONS r 0 @ C t n U m b e r NON-FUSED CB= CIRCUIT BREAKER (30/3/CB/1) PANELBOARD "Plot. NOTIFY ENGINEER IF ACTUAL VALUE DIFFERS SIGNIFICANTLY SHORT-CIRCUIT CALCULATIONS TABLE ON THIS SHEET FOR p FLA FULL LOAD AMPS ST SHUNT TRIP STEAM TRAP "Isc"A MULTI-SERVICE FLOOR BOX WITH TELEPHONE DATA AND POWER AVAILABLE FAULT CURRENT UNDER Isc AND VOLT DROP FLR FLOOR , FROM THESE DESIGN VALUES. 12007.052 SWBD SWITCHBOARD ® = UNDER CUMULATIVE VOLT DROP". MAGNETIC MOTOR STARTER, NEMA OUTLETS A TYPE, SEE SCHEDULE IN SPECIFICATIONS FVNR FULL-VOLTAGE, NON-REVERSING TL TWISTLOCK ®2 SIZE AS NOTED. 3-POLE, UNO. d r a w i n I s s u a n c e GC GENERAL CONTRACTOR g TR TAMPER RESISTANT A POKE THROUGH, - 2 PROVIDE NEW FUSED DISCONNECT SWITCH OF SAME TYPE AND o UGH A - TYPE SEE SCHEDULE IN SPECIFICATIONS GFCI GROUND FAULT CIRCUIT o ' CIRCUIT SCHEDULE. ❑ TX TRANSFORMER MS MANUAL STARTER MSB LANDLORD ELECTRICAL SERVICE ROOM AIC RATING AS EXISTING. RETURN ANY EXISTING FUSES STILL LANDLORD/PERMIT/BID SET 01.09.13 INTERRUPTER TYP TYPICAL ® (D THERMOSTAT I ALL CONDUCTOR SIZES ARE BASED ON IN PROPER WORKING ORDER TO LANDLORD. COORDINATE GFR GROUND FAULT RELAY VFD VARIABLE FREQUENCY DRIVE SWITCHBOARD AND METERING REQUIREMENTS WITH LANDLORD d r a w I n g r e v i s i o n s u/F UNDERFLOOR J J JUNCTION BOX OUTLET BOX i 75 DEG C RATED TERMINATION AND COPPER G GROUND / I ETR 208Y 120V 30 4W AND ELECTRIC UTILITY. U/G UNDERGROUND O RELAY OR CONTACTOR (IN SCHEMATICS) / CONDUCTORS WITH TYPE THHN/THWN-2 No. Description: Date: GND GROUND G BLANK FACE GFCI FEED THROUGH DEVICE UH UNIT HEATER INSULATION. WHERE ALUMINUM CONDUCTORS GRS GALVANIZED RIGID STEEL MAGNETIC CONTACTOR SIZE COIL VOLTAGE AND F1 ❑3 PROVIDE NEW FEEDER TO NEW PANELBOARD LOCATION. U/S UNDERSLAB ' ' ALC AUTOMATIC LOAD CONTROL RELAY ; - 1 TYP ARE ALLOWED PER SPECIFICATIONS AND HOA HAND-OFF-AUTOMATIC C - NUMBER OF POLE A I - M M „ UL UNDERWRITERS LABORATORIES, ❑L S S INDICATED (L LIGHTING FOR TERMINATION OR INSULATION TYPES ® REMOVE EXISTING FEEDER SERVING OLD SOMETHING SILVER IG ISOLATED GROUND CONTACTOR P= POWER CONTACTOR Q34 CLOSED CIRCUIT TELEVISION RA ESS THAN 7 INC. TED L 5 DEG C MODIFY TENANT SPACE ALL THE BACK TO LANDLORDS DISTRIBUTION ISC SHORT CIRCUIT CURRENT "OFF"ANNOTATION SIZES ACCORDING TO NFP 7 A 0. UNO UNLESS NOTED SWITCHBOARD AND LOCK SWITCH IN OFF POSITION.. TS ETR 200AS OS TION.. JB JUNCTION BOX TIME SWITCH UPS UNINTERRUPTIBLE POWER SUPPLY E SU PL 3P 3P 2 J-BOX JUNCTION BOX 1 ELECTRICAL PLAN NOTE CALLOUT ❑ INSTALL NEW CPI INTEGRATED PANELBOARD SYSTEM FURNI H REFERENCE N E 100AF 200AF 5 S ED ONLY �� V VOLTS 204 200A 4 3 0 1 6G 2 C kcmil 1000 CIRCULAR MILS ( � PC PHOTOCELL � ? D ( )# / ( )# BY TENANT. �` 'T APPROVED WITH THIS PERMIT KK KIRK KEY VAC VOLTS ALTERNATING CURRENT O TECHNOLOGY PLAN CALLOUT kV KILOVOLT VD VOLTAGE DROP INDICATING LIGHT VDC VOLTS DIRECT CURRENT 0 EQUIPMENT DESIGNATION (OWNER FURNISHED, kVA KILOVOLT-AMPS I'O PUSH BUTTON CONTRACTOR INSTALLED) ' 4 3 EXISTING ELECTRICAL EQUIPMENT NOTE: VFD VARIABLE FR II Q FREQUENCY DRIVE I � i�❑ kVAR KILOVOLT-AMPS REACTIVE I kW KILOWATT W WIRE • • STOP-START PUSH BUTTON CONTROL STATION ® CONNECTION POINT OF NEW WORK TO EXISTING i �. ' THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE WP WEATHER PROOF COVER _ _ '_ _ prof@SSIOna � seal kWH KILOWATT-HOUR 1 DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER ' PRIOR TO BID TO VERIFY ALL EXISTING CONDITIONS. THIS LF LINEAR FEET WR WEATHER RESISTANT E•• HAND-OFF-AUTO PUSH BUTTON CONTROL STATION INCLUDES VERIFYING ALL EXISTING ELECTRICAL XP EXPLOSION-PROOF M1 LOWER NUMBER INDICATES SHEET NUMBER DISTRIBUTION EQUIPMENT,ENT PANELBOARDS TIME CLOCK MAN MASTER ANTENNA TELEVISION ffl - � � � Q S, MUSHROOM TYPE PUSH BUTTON o � P SYSTEM � � N METERS, DISCONNECT SWITCHES, TRANSFORMERS, ETC... �� ANY EXISTING EQUIPMENT WHICH IS REUSED SH �� Ind Q ALL BE SECTION CUT DESIGNATION � � � OVERHEAD PADDLE FAN M1 F2 5 REFURBISHED (CLEANED, CHECKED FOR PROPER a�,� �PE OPERATION ALL MARKINGS INCLUDING NAMEPLATES r----L---; r PERMANENT MARKER WRITINGS, ETC... REMOVED, AND ' DEMO ' ' DEMO ' R 0 (DEMO) (DEMO) PNLBD PNLBD REPAINTED IF NECESSARY. ANY EXISTING EQUIPMENT PNLBD i ; PNpLBD ; P1 P1 WHICH IS REUSED SHALL COMPLY 100% WITH THE DESIGN ° 208 120 208/120 PRESENTED ON THESE DRAWINGS AND WITH THE OWNER'S 11 1 / / �208/120I �208/120� SEC. 1 SEC. 2 SATISFACTION, UNLESS DIRECTED OTHERWISE BY THE N OWNER OR THE ARCHITECT. E ES 06/3 /13 w HENDERSON drawingtitle Y ONE-LINE DIAGRAM ENGINEERS NOTE: ELECTRICAL SCHEDULES AND DETAILS SCALE. NTS o EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 d r a w i n g n U m b e r 0 AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 FAx 913 742 5001 o COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-eng.com AND EXISTING CONDITIONS. 1250002506 4- i F I () O T N SECTION 16A GENERAL ELECTRICAL16A PENETRATIONS �_0 � 11 REQUIREMENTS. Y COORDINATE SLEEVE SELECTION AND APPLICATION WITH SELECTION AND C 16A GENERAL INSTRUCTIONS 16A COORDINATION 16A ELECTRONIC DRAWING FILES APPLICATION OF FIRE—STOPPING SPECIFIED IN DIVISION 7 SECTION "THROUGH— 5. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING cc PENETRATION FIRESTOP SYSTEMS. CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. > Q O 16A GENERAL REQUIREMENTS COORDINATE ALL WORK WITH OTHER DIVISIONS AND TRADES SO THAT VARIOUS IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, r1 _�e COMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, AS AN OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ROOFS: 6. REPLACE ALL BURNED—OUT LAMPS AND LAMPS USED FOR TEMPORARY () p ALL REQUIREMENTS UNDER DIVISION 1 AND THE GENERAL AND SUPPLEMENTARY FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. z CONDITIONS OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. EQUIPMENT. REFER TO ALL DRAWINGS, INCLUDING, BUT NOT LIMITED T0, CIVIL, SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTACT COORDINATE ALL ROOF PENETRATIONS WITH ENGINEER, OWNER, AND AS " WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT THE ARCHITECT FOR WRITTEN AUTHORIZATION; AND, CONTACT THE ENGINEER TO APPLICABLE, THE ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY. 7. BALANCE ALL SINGLE—PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING DIVISION 1, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF OBTAIN THE NECESSARY RELEASE AGREEMENT FORM AND TO INDICATE THE BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. DO NOT TYPE UP W • 0 W FAMILIAR WITH ALL THEIR CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND DESIRED SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, KEEP ALL RACEWAY PENETRATIONS WITHIN MECHANICAL EQUIPMENT CURBS FINAL PANELBOARD DIRECTORIES UNTIL ALL RE—BALANCING AND REDISTRIBUTION > N DIVISION, SECTION OR BOTH. WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING RACEWAYS IN ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT WHEREVER POSSIBLE. COORDINATE WITH DIVISION 15 WORK. OF CIRCUITS ARE COMPLETE. TURN ON ALL LOADS IN AN ATTEMPT TO MAXIMIZE THE O r MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM THAT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. LOAD ON THE PANEL AND TAKE AMPERE READINGS ON EACH OF THE PHASES • 7 ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY THE DRAWINGS AND WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE PRE— BEFORE REDISTRUBITNG CIRCUITS AND BALANCING THE PANEL. O �t 4) SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE INSTALLED. 16A OPERATION AND MAINTENANCE INSTRUCTIONS FABRICATED MOLDED SEALS COMPATIBLE WITH THE ROOF CONSTRUCTION OC6 � EACH SYSTEM'S FUNCTIONING AS IMPLIED BY THE DESIGN AND THE EQUIPMENT INSTALLED, OR AS REQUIRED BY THE ENGINEER, OWNER, OR ROOFING 8. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL c_ W T SPECIFIED. 16A ORDINANCES, CODES, AND STANDARDS SUBMIT FOR ENGINEER'S REVIEW, COPIES EACH OF OPERATIONS AND CONTRACTOR. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND > �— O MAINTENANCE INSTRUCTION MANUALS APPROPRIATELY BOUND INTO MANUAL TERMINATION OF THE WORK AND SHALL NOT VOID ANY NEW OR EXISTING ROOF MAKE FINAL ADJUSTMENTS AS NECESSARY. 0 5 ,� THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) FORM INCLUDING APPROVED COPIES OF THE FOLLOWING, REVISED IF NECESSARY WARRANTIES. 1. U) AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF STANDARDS, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. PROVIDE THE 16A EXISTING EQUIPMENT REUSE AND REMOVAL • WALLS AND FLOORS: W DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, 5 op REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. REMOVE ALL EXISTING WIRING, LIGHT FIXTURES, EXPOSED CONDUITS AND OTHER Q MATERIALS. ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC SUBMIT THREE 3 SETS, AND INCLUDE, AT MINIMUM, THE FOLLOWING z T COMPLETION OF ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO SUBSTANTIAL C o0 UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. INFORMATION: SLEEVES FOR RACEWAYS AND CABLES W DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE THE WORK. 0") CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND MANUFACTURERS' CATALOGS AND PRODUCT DATA SHEETS 1. STEEL PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, Q CD ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER GALVANIZED STEEL, PLAIN ENDS AND DRIP RINGS. EXISTING RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE J �„� ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE WIRING DIAGRAMS SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS, IF W T 2. CAST—IRON PIPE SLEEVES: CAST OR FABRICATED WALL PIPE, EQUIVALENT TO FREE FROM CRACKS, FLATTENED SECTIONS OR SHARP BENDS; AND, IF SUITABLY O ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS AND CIRCUITS WITHOUT OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, . . T WITH OTHER TRADES OR INSTALLATIONS. SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL OR BOTH, SHALL GOVERN. CODE COMPLIANCE, AT A MINIMUM, IS MANDATORY. MAINTENANCE INSTRUCTIONS DUCTILE IRON PRESSURE PIPE, WITH PLAIN ENDS AND INTEGRAL WATERSTOP, LOCATED TO},AVOID CONFLICTS _ O .� LINES, AND OTHER INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A GUIDE CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK UNLESS OTHERWISE INDICATED. CAREFULLY FISH ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT TO . i Q- WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT NOT IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES. OPERATING INSTRUCTIONS REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWAB UNTIL ALL MOISTURE IS R LO WILL FIT INTO THE DESIGNATED SPACES, AND WHICH, WHEN INSTALLED PER SLEEVES FOR RECTANGULAR OPENINGS: GALVANIZED SHEET STEEL WITH MINIMUM REMOVED. � MANUFACTURERS' REQUIREMENTS, WILL ENSURE A COMPLETE COORDINATED PROMPTLY BRING ALL CONFLICTS OBSERVED BETWEEN CODES ORDINANCES PARTS LISTS 0.138 INCH THICKNESS AND OF WIDTH AND LENGTH TO SUIT APPLICATION. Fk O , �. �� T CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, f . x . SATISFACTORY AND PROPERLY OPERATING SYSTEM. RULES REGULATIONS REFERENCED STANDARDS AND THESE DOCUMENTS TO THE F ��, ' , 16A FIRE—STOPPING THROUGH PENETRATIONS AND PATCH AND REPAIR ALL SURFACE DAMAGE RESULTING FROM THIS WORK. CUT �`�" �", �I, ENGINEERS ATTENTION FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD TEST REPORTS AS DEFINED IN NETA ATS FOR THE SYSTEMS AND EQUIPMENTa, . DRAWINGS ARE SCHEMATIC IN NATURE, SHOW THE VARIOUS COMPONENTS OF THE RESPONSIBLE FOR ANY VIOLATION OF THE LAW. PROVIDED OR FURNISHED OR INSTALLED UNDER THIS CONTRACT. FLUSH WITH THE FLOOR AND PLUG AT BOTH ENDS, RACEWAYS STUBBED ABOVE THE �;a a; SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY SHALL FIRE—RESISTANT THROUGH PENETRATION SEALANTS: TWO—PART, FOAMED—IN—PLACE, FLOOR AND NOT USED AT SUBSTANTIAL COMPLETION OF THE WORK. SILICONE SEALANT FORMULATED FOR USE IN THROUGH—PENETRATION FIRE— THIS DRAWING has been prepared b the Architect, or BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS TAKE PROVIDE AND MAINTAIN ALL NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE NAMES, ADDRESSES, TELEPHONE NUMBERS, AND E—MAIL ADDRESSES OF P P Y STOPPING AROUND CABLES, RACEWAYS, AND CABLE TRAY PENETRATIONS A I TING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION AT re ared under his direct supervision as an instrument PRECEDENCE TO SCALED DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB SAFETY OF THE PUBLIC. OBTAIN AND PAY FOR ALL PERMITS FOR WORK IN THIS LOCAL CONTACTS FOR WARRANTEE SERVICES AND SPARE PARTS. RELOCATE LL EX S Q P P i THROUGH FIRE—RATED WALLS AND FLOORS. SEALANTS AND ACCESSORIES SHALL T CONTRACT, IF REQUIRED, AS A RESULT OF of service and is,intended for use onlyon this project. All SUBSTANTIAL COMPLETION OF THE Q MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY DIVISION. Drawings, Specificatrons, ideas and designs,.including the HAVE FIRE—RESISTANCE RATINGS INDICATED, AS ESTABLISHED BY TESTING SPECIFICALLY INDICATED IN REVIEWING ALL CONTRACT DOCUMENTS. CORRECT ERRORS THAT COULD HAVE SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE ANY WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT S C overall layout,form, arrangement, and composition of spaces BEEN AVOIDED BY PROPER CHECKING AND INSPECTION, AT NO ADDITIONAL COST 16A PROTECTION OF EQUIPMENT AND MATERIALS REQUESTS FOR SUBSTANTIAL COMPLETION. ALSO PROVIDE ADEQUATE VERBAL IDENTICAL ASSEMBLIES IN ACCORDANCE WITH ASTM E 814, BY UNDERWRITERS THE DRAWINGS OR SPECIFICATIONS. and elements portrayed constitute the original, unpublished Q LABORATORIES, INC., OR OTHER NRTL ACCEPTABLE TO AHJ. Work of the Architect. ,any reproduction, use, or disclosure of TO THE OWNER. INSTRUCTIONS OF SYSTEM OPERATIONS TO OWNER'S REPRESENTATIVE AT THE the information contained herein without the written consent FROM DAMAGE E EXISTING SERVICE ENTRANCE CONDUCTORS AND FEEDER CONDUCTORS MAY BE of the Architect is strict) prohibited. STORE AND PROTECT EQUIPMENT AND MATERIALS DELIVERED T COMPLETION AND BEFORE FINAL ACCEPTANCE OF THE WORK. E y P Q 0 COM LE NOF 0 ACCEPTABLE SPECIFICATIONS DEFINE THE MANUFACTURERS: REUSED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: © 2013 H.C.KLOVER ARCHITECT QUALITATIVE REQUIREMENTS FOR PRODUCTS JOB SITE IN Q Q ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. FOR MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. MATERIALS AND EQUIPMENT SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, 16A WARRANTIESTHE ARCHITECT DISCLAIMS responsibility for the existing building DAMPNESS, OR TEMPERATURE VARIATIONS, STORE INSIDE IN CONDITION SPACES. HILTI, INC. 1. CONDUCTOR SIZES MEET OR EXCEED THE SIZES SPECIFIED ON THE DRAWINGS. structure,site conditions, existing construction elements,or any 3M CORP. documents,drawings or other instruments used for any part of this 16A DEFINITIONS FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE CONDITIONS, COVER WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE Project which do not bear the Architect's seal. Tfie Architects RECTORSEAL. 2. CONDUCTOR INSULATION IS IN GOOD OR BETTER CONDITION. services are undertaken on in the interest of the Project Owner. o WITH WATERPROOF, TEAR—RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS � le N SPECIFY TECHNOLOGY INC. obligation is assumed b the Architect for the benefit of a other en . IN THESE SPECIFICATIONS OR DRAWINGS THE FOLLOWING TERMS NOTED TOy �' t'h' WHENEVER USED OLLO G E S REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE N UNITED STATES CONDUCTOR INSULATION IS THE CORRECT TYPE FOR THE CONDITIONS.3. SHALL HAVE THE INDICATED MEANINGS: DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR GYPSUM COMPANY. RELATED DOCUMENTS:This Drawing is a single component of an ACTIVITIES WILL BE REJECTED AND CONTRACTORWARRANTY EXCEEDS 12 MONTHS. REMEDY ALL integrated set of Construction Documents. General and Supplementary SHALL FURNISH NEW EQUIPMENT MANUFACTURERS STANDARD D W 16A ALTERNATES Conditions of the Contract,General Requirements,Specifications and , SUBMITTALS FURNISH: 'TO SUPPLY AND DELIVER TO THE PROJECT SITE READY FOR UNLOADING AND MATERIAL OF A LIKE KIND. DEFECTS OCCURRING WITHIN THE WARRANTY PERIODS) AS STATED IN THE other Drawings may affect the Work described. Failure to review and ' integrate the design intent of the whole of the Construction Documents UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS. GENERAL CONDITIONS AND DIVISION 1. INCLUDE ALL LABOR MATERIALS EQUIPMENT AND SERVICES NECESSARY FOR AND does not relieve the Contracts from providing a complete Project. AT MANUFACTURER'S SPECIFICATIONS AND TECHNICAL DATA PLUG OR CAP OPEN ENDS OF CONDUITS WHILE STORED AND INSTALLED DURING SUBMIT PRODUCTDATA, M P 9 P 1 INCIDENTAL TO THE COMPLETION OF ALL WORK UNDER EACH PARTICULAR INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO ALSO WARRANT THE FOLLOWING ADDITIONAL ITEMS: FOR EACH MATERIAL INCLUDING THE COMPOSITION AND LIMITATIONS, COMPLY ri all laws,codes,ordinances and regulations with authorities DOCUMENTATION OF UL FIRESTOP SYSTEMS TO BE USED AND MANUFACTURER'S ALTERNATE. FURNISH SEPARATE BIDS FOR EACH APPLICABLE ALTERNATE, STATING having jurisd'�ction and with requirements of the Landlord,if appl�cable. NOT LIMITED TO, AND AS REQUIRED: UNLOADING, UNPACKING, ASSEMBLING, THE SYSTEMS. INSTALLATION INSTRUCTIONS TO COMPLY WITH DIVISION 1. THE AMOUNT TO BE ADDED TO OR DEDUCTED FROM THE BASE BID FOR EACH Do not start Work until all permits and required approvals are obtained. ERECTING PLACING ANCHORING APPLYING WORKING TO DIMENSION FINISHING ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS HOLES CRUSHING OR VERIFY ACTUAL CONDITIONS and dimensions prior to construction. , ALTERNATE ACCEPTED. APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND 16A SUBSTITUTIONS BREAKS OF ANY NATURE. APPLY TO ALL WORK REQUIRED BY THE ALTERNATES UNLESS OTHERWISE Commencement of work constitutes verification and acceptance of all SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." MANUFACTURERS ENGINEERING JUDGMENT IDENTIFICATION NUMBER AND existing conditions. Application of a material or equipment item to Work DRAWING DETAILS WHEN NO UL SYSTEM IS AVAILABLE FOR AN APPLICATION. SPECIFIED. REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATIONS FOR installed by others constitutes acceptance of that Work,and assumption INCLUDE IN THE BASE BID THE PRODUCTS SPECIFICALLY NAMED IN THESE ALL RACEWAY SEALS ARE EFFECTIVE. THE LIST OF ALTERNATES. of responsibility for satisfactory installation. ENGINEERING JUDGMENT SHALL INCLUDE BOTH PROJECT NAME AND PROVIDE: TO FURNISH AND INSTALL» COMPLETE, AND READY FOR THE INTENDED SPECIFICATIONS OR ON THE DRAWINGS. SUBMIT, IN THE FORM OF ALTERNATES, S NAME WHO WILL INSTALL FIRESTOP SYSTEM AS DESCRIBED IN DIMENSIONS SHOWN are to finish face of a material unless otherwise inSicded, USE. WITH BID PRODUCTS OF ANY OTHER MANUFACTURERS FOR SIMILAR USE THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND CONTRACTOR DRAWINGS. CALCUTATf&HFASURE durrenswns-DO NOT Sf1V.E drawings urt{ess otherwise d'Uected. PROVIDED THE DIFFERENCES IN COST IF ANY ARE INCLUDED FOR EACH PROPOSED UNWANTED OPEN CIRCUITS AND GROUNDS. FURNISHED BY OWNER (OR OWNER—FURNISHED) OR FURNISHED BY OTHERS: AN ALTERNATE. r 0 e C t t i t I e SUBMIT MATERIAL SAFETY DATA SHEETS PROVIDED WITH PRODUCT DELIVERED TO p J ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY PRIOR TO THE BID DATE, SUBSTITUTIONS WILL NOT BE CONSIDERED UNLESS REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. JOB—SITE. FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE SUBMITTED FOR ENGINEER'S REVIEW, AT LEAST TEN CALENDAR DAYS PRIOR TO THE .o 16A EQUIPMENT FURNISHED BY OTHERS WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE DATE FOR RECEIPT OF BIDS. INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE SECTION 1 6B BASIC ELECTRICAL MATERIALS AND METHODS . 1_0 INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE ENGINEER OR OWNER. PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY 06 PROPOSED SUBSTITUTE INCLUDING CUTSHEETS PHOTOMETRIC DATA AND ALL 16B METHODS "ENGINEER" THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF EQUIPMENT ENGINEER: WHERE REFERENCED IN THIS DIVISION, ENGINEER IS THE ENGINEER OF OTHER INFORMATION NECESSARY FOR AN EVALUATION FOR EACH SUCH REQUEST. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL UJ U-)FURNISHED BY OTHERS IN LOCATIONS AS INDICATED ON THE DRAWINGS SPECIFIED RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, PROVIDE FACTORY GENERATED POINT—BY—POINT CALCULATIONS FOR ALL EXTERIOR WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR 16131-1 RACEWAYS 4t (PHOTOMETRIC OR BOTH. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE LIGHT FIXTURES PHOTOMETRIC FILES SUPPLIED SO THE ENGINEER CAN GENERATE WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY EQUIPMENT SUPPLIER MAY INCLUDE SUCH ITEMS AS FLEXIBLE CORDS AND PLUGS, w ARCHITECT, AS DEFINED IN THE GENERAL AND OR . METALLIC CONDUIT AND TUBING:SUPPLEMENTARY CONDITIONS. A POINT—BY—POINT DO NOT SUFFICE FOR THE POINT—BY—POINT CALCULATIONS INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE / ) AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM, IN Q U WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND PROVIDE INTERIOR POINT—BY—POINT CALCULATIONS AT THE DISCRETION OF THE COMMENCEMENT DATE AND TERM. Q ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND ENGINEER. SUBMIT A $100.00 REVIEW FEE TO THE ENGINEER WITH EACH SUCH ELECTRICAL METALLIC TUBING, COUPLINGS AND FITTINGS (EMT): ANSI C80.3, UL 797. = CL_ OBLIGATIONS TO, THE "ARCHITECT". POINT—BY—POINT CALCULATION FOR USE OF ELECTRONIC BASE FILES. 16A MISCELLANEOUS REMODELING WORK ONLY STEEL PRODUCTS ALLOWED. ROUGH—IN DIMENSIONS AND VERIFY THEM WITH BE RESPONSIBLE FOR CORRECT �/� M ' REDUCED WALL EMT IS NOT ALLOWED W ` " ) 0 6 M ENGINEER, OWNERS REPRESENTATIVE, EQUIPMENT SUPPLIER, OR ALL THREE, " AHJ: THE LOCAL CODE AND OR INSPECTION AGENCY AUTHORITY HAVING AFTER THE BID DATE PROPOSALS TO SUBSTITUTE LIGHT FIXTURES FOR THOSE PROVIDE ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AND NEW Q PRIOR TO ROUGH—IN AND SERVICE INSTALLATIONS. SHOWN ON THE DRAWINGS OR SPECIFIED R MODIFICATIONS REQUIRED BECAUSE OF BUILDING FLEXIBLE METAL CONDUIT (FMC): ZINC—COATED STEEL OR ALUMINUM, UL 1. �� 0 Imo. 0-4 JURISDICTION OVER THE WORK. D G EC ED HE EIN WILL ONLY BE CONSIDERED AS ELECTRICAL SYSTEM MODIFIC Q _ N � o� DEDUCT. SUBMIT PROPOSED SUBSTITUTIONS SEPARATELY, IN SUBMITTAL FORM, REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER 16A CLEANING REDUCED WALL FMC IS NOT ALLOWED (If NATIONALLY RECOGNIZED TESTING LABORATORY AS DEFINED AND LISTED BY WITH A LIST OF PROPOSED SUBSTITUTIONS TOGETHER WITH A DEDUCT PRICE FOR OPERATION AND NEW CONSTRUCTION. REMOVE ALL ABANDONED CABLES AND R_ =tt, = w OSHA IN 29 CFR 1910.7UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS EACH SUBSTITUTION. THE ENGINEER WILL THEN REVIEW THE PROPOSED WIRING ABOVE ACCESSIBLE CEILINGS AND VENTILATION SHAFTS. INTERMEDIATE METAL CONDUIT (IMC): HOT—DIP GALVANIZED RIGID STEEL CONDUIT: i� 0 (E.G.,( ) IN ADDITION TO THE REQUIREMENTS OF DIVISION 1, REMOVE FROM THE PREMISES Q PROJECT. SUBSTITUTIONS. ANSI C80.6, UL 1242. O � 16A ELECTRICAL WORK DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE ELECTRICAL C� z HOMERUN: THAT PORTION OF AN ELECTRICAL CIRCUIT ORIGINATING AT A JUNCTION THE ENGINEER WILL HAVE THE FINAL AUTHORITY AS TO WHETHER THE LIGHT WORK, AS REQUIRED, TO PREVENT ACCUMULATION. COOPERATE R MAINTAINING LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC ~ cn Q BOX, TERMINATION BOX, RECEPTACLE OR SWITCH WITH TERMINATION AT AN FIXTURE IS AN ACCEPTABLE REPLACEMENT TO THE SPECIFIED ITEM. THE 16A BUILDING OPERATION REASONABLY CLEAN PREMISES AT ALL TIMES. IMMEDIATELY PRIOR TO FINAL JACKET: UL 360 V Z � INSPECTION, MAKE A FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM THE ELECTRICAL PANELBOARD. NOTE: WHERE MC CABLE IS UTILIZED FOR RECEPTACLE PROPOSED SUBSTITUTION MAY ALSO BE REJECTED BY THE ARCHITECT THE ® � EL O ' WORK. CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THIS DIVISION. �-- AND/OR LIGHTING BRANCH CIRCUITING LOADS, THE ORIGINATING POINT OF THE ENGINEER OR THE OWNER FOR AESTHETIC REASONS IF FELT NECESSARY OR COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE RIGID METAL CONDUIT (RMC): HOT—DIP GALVANIZED RIGID STEEL CONDUIT (GRS): 2 �-- � O STAINS AND FOREIGN MATTER FROM ALL SURFACES PLASTER,, . � HOMERUN SHALL BE AT THE FIRST LOAD IN THE CIRCUIT OR AT A JUNCTION BOX IN DESIRABLE. IN THE EVENT THE PROPOSED SUBSTITUTIONS HEREIN DESCRIBED ARE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN REMOVE DIRT, ANSI C80.1 UL 6. () r-1AN ACCESSIBLE , CEILING SPACE IMMEDIATELY ABOVE THE FIRST LOAD. REJECTED FURNISH THE SPECIFIED ITEM. CONTINUOUS OPERATION. ACCOMPLISH WORK THAT REQUIRES INTERRUPTION OF TOUCH UP AND RESTORE ALL DAMAGED FINISHES TO THEIR ORIGINAL CONDITION. �� Z Z PLASTIC—COATED I C RMC AND FITTINGS: NEMA RN 1 UL LISTED. BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, ANDM , „ ,> 16A ADJUSTING, ALIGNING AND TESTING (/''� cn THE TERMS APPROVED EQUAL", "EQUIVALENT", OR EQUAL ARE USED 16A SUBMITTALS ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. Q SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR IMC AND RMC FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT TYPE AND „ / ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED . THE TERM ASSEMBLE AND SUBMIT FOR ENGINEERS REVIEW, MANUFACTURERS PRODUCT TENANT A MINIMUM OF 7 DAYS IN ADVANCE OF WORK. MATERIAL, UL LISTED . APPROVED SHALL MEAN LABELED' 'LISTED CERTIFIED OR ALL THREE, BY AN NRTL, LITERATURE FOR MATERIAL AND EQUIPMENT TO BE FURNISHED, INSTALLED OR UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR ALLIC ND AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. BOTH UNDER THIS DIVISION INCLUDING SHOP DRAWINGS MANUFACTURERS, INSTALLATION OR WIRING UNDER THIS DIVISION, FOR PROPER OPERATION. IT AND TUBING: 3�:16A COINCIDENTAL DAMAGE NON MET CO U crj PRODUCT DATA AND PERFORMANCE SHEETS, SAMPLES, AND OTHER SUBMITTALS TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA '-n 16A PRE—BID SITE VISIT REQUIRED BY THIS DIVISION. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, WALLS, FINISHES, AND OTHER RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC, 90 DEG C RATED, NEMA TC— 00 ATS LATEST EDITION AND ALL ADDITIONAL REQUIREMENTS SPECIFIED IN ( ) � PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. PROVIDE FACILITIES DAMAGED IN THE COURSE OF THIS WORK. REPAIR MATERIALS SHALL 2, UL 651; FITTINGS: NEMA TC 3, TC 6; UL 514, COMPATIBLE WITH CONDUIT/TUBING N SECTIONS. 0- INFORMED G PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND BECOME FULLY THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1; HOWEVER, AT A MINIMUM, MATCH EXISTING CONSTRUCTION. ALL BACKFILLING AND REPAIRING SHALL MEET TYPE AND MATERIAL, UL LISTED. INFORMED OF CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO SUBMIT SEVEN (7) SETS. BEFORE SUBMITTING, VERIFY THAT ALL MATERIALS AND ALL REQUIREMENTS OF THE OWNER, CITY AND OTHERS HAVING JURISDICTION. MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR EQUIPMENT SUBMITTED ARE MUTUALLY COMPATIBLE AND SUITABLE FOR THE REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS. CONFORM TO ALL 1661-2 RACEWAY INSTALLATION READING VOLTMETER A TRUE RMS READING AMMETER AND A MEGOHMMETER r 0 e C t n u m b e r OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. INTENDED USE, FIT THE AVAILABLE SPACES, AND ALLOW AMPLE AND CODE— REQUIREMENTS OF DIVISION 2 OF THESE SPECIFICATIONS. p J REQUIRED ROOM FOR ACCESS AND MAINTENANCE. SUBMITTALS SHALL CONTAIN INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED ABOVE GROUND USE OR AS REQUIRED BY THE ENGINEER. INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR 12007.052 16A MATERIAL AND WORKMANSHIP THE FOLLOWING INFORMATION. SUBMITTALS NOT SO IDENTIFIED WILL BE RETURNED 16A CUTTING AND PATCHING CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE TO THE CONTRACTOR WITHOUT ACTION: 16A EQUIPMENT IDENTIFICATION d r a w l n i s s u a n c e PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. FOLLOWING THE REQUIREMENTS IN DIVISION 1, CUT WALLS, FLOORS, CEILINGS, AND OTHERWISE INDICATED. g PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT THE PROJECT NAME. OTHER PORTIONS OF THE FACILITY AS REQUIRED TO PERFORM WORK UNDER THIS PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES: PROVIDE GRS FOR ALL CONDUITS RUN EXPOSED TO WEATHER, OR EXPOSED TO LANDLORD/PERMIT/BIDSET 01.09.13 IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO DIVISION. OBTAIN PERMISSION OF THE ENGINEER, OWNER, OR BOTH, BEFORE ESTABLISH QUALITY, SIZE AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE THE APPLICABLE SPECIFICATION SECTION AND PARAGRAPH. DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS POSSIBLE. PATCH WALLS, OTHER HAZARDOUS CONDITIONS. w a d r 1 n r e V i S i O n S ON ALL PANELBOARDS, SWITCHES, STARTERS, DIMMERS, SWITCHES IN g FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK UNDER DISTRIBUTION PANELBOARDS AND SWITCHBOARDS. GENERAL, PROVIDE THE FOLLOWING QUALITY GRADE(S) FOR ALL MATERIALS AND THE SUBMITTAL DATE. THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY FIRST CLASS AND SHALL ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED BY LOCAL CODE. USE No. Description: Date: COMPRESSION TYPE FITTINGS FOR EMT WITH ALL FITTINGS UL LISTED FOR THE EQUIPMENT MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, INCLUDING FIRE RATINGS IF NAMEPLATES: THE CONTRACTORS STAMP, WHICH SHALL CERTIFY THAT THE STAMPED DRAWINGS APPLICABLE. ENVIRONMENT IN WHICH THEY ARE USED. COMMERCIAL SPECIFICATION GRADE HAVE BEEN CHECKED BY THE CONTRACTOR, COMPLY WITH THE DRAWINGS AND ENGRAVED, CONTRASTING COLOR, THREE—LAYER, LAMINATED PLASTIC EQUIPMENT CONNECTIONS SPECIFICATIONS, AND HAVE BEEN COORDINATED WITH OTHER TRADES. 16A ROUGH—IN INDICATING THE NAME OF THE EQUIPMENT, LOAD, OR CIRCUIT AS DESIGNATED USE FMC FOR FINAL CONNECTION TO EACH MOTOR AND TRANSFORMER, AND TO PROVIDE ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND ON THE DRAWINGS AND IN THE SPECIFICATIONS: �,p ING IN WITH OTHER DIVISIONS. CONCEAL ANY DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. REFERENCE ONLY EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEIS FIRM NAME OR LOGO, COORDINATE WITHOUT DELAY ALL ROUGH T > USE LFMC WHERE EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, AND TO CONNECT AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND PROTECTED NOR SHALL IT CONTAIN THE HEIS ENGINEERS SEAL AND SIGNATURE. THEY SHALL ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED OT APPROVED WITH THIS PERMIT FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. NOT BE COPIES OF HEIS WORK PRODUCT. ON THE DRAWINGS. FIELD—APPLIED PERMANENT EPDXY ADHESIVE, COMPATIBLE WITH THE TO KITCHEN AND FOOD SERVICE EQUIPMENT. PROVIDE ALL FMC AND LFMC WITH AN EQUIPMENT FINISH. INSULATED BONDING CONDUCTOR. FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED, LABELED, CERTIFIED, TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT 16A SUPPORT SYSTEMS ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE USE ONLY METAL RACEWAYS FOR ALL POWER WIRING FROM THE OUTPUT OF OR ALL THREE, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME, PLUS MAILING TIME, EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. VARIABLE FREQUENCY DRIVES TO THEIR RESPECTIVE MOTORS. WHENEVER ANY LISTING OR LABELING EXISTS FOR THE TYPES OF MATERIAL AND PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTALS, IF REQUIRED. TRANSMIT 1. STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA-3, Q EQUIPMENT SPECIFIED. SUBMITTALS AS SOON AS POSSIBLE AFTER NOTICE TO PROCEED AND BEFORE FACTORY—FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 12—GAUGE, 1-5/8—INCH CONSTRUCTION STARTS. THE ENGINEER'S SUBMITTAL REVIEWS WILL NOT RELIEVE BY 1-5/8—INCH; COOPER B—LINE, ERICO INTERNATIONAL CORPORATION, HILTI, INC., COLOR: BLACK BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER GENERAL RACEWAY INSTALLATION REQUIREMENTS AT A MINIMUM, GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, POWER—STRUT, THOMAS & BETTS CORPORATION, UNISTRUT. LETTER HEIGHT: 1/2—INCH MINIMUM. INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING LINES. p r o f e s s i o n a l s e a l BE IN ACCORDANCE WITH: SIZE OF MEMBERS, OR QUANTITIES; OR FOR OMITTING COMPONENTS OR FITTINGS; FINISHES: 16A SYSTEM START UP NECA 1 LATEST EDITION , "STANDARD PRACTICES FOR GOOD OR FOR NOT COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE AND TO REQUIREMENTS OF ( ) » R T ALL OTHER WORK ON THE PROJECT; TO CLEAR ALL OPENINGS DEPRESSIONS WORKMANSHIP IN ELECTRICAL CONSTRUCTION — AND APPLIED P METALLIC COATINGS: HOT DIP GALVANIZED AFTER FABRICATION A 1• PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS: REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS PIPES DUCTS REINFORCING STEEL AND OTHER IMMOVABLE OBSTACLES. - ACCORDING TO MFMA-3. e,,e,'Itl'�C05101131 PROJECT. FOR ELECTRONIC SUBMITTALS CONTRACTOR SHALL SUBMIT THE 16A MANUFACTURERS 1. CHECK ALL COMPONENTS AND DEVICES. INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A MANNER 'Q DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. FIELD FABRICATION: SPE IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, SUBJECT CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP 2. LUBRICATE ITEMS ACCORDINGLY. THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY IN I DEFINED IN DIVISION 1 CONTRACTOR SHALL INCLUDE THE WEBSITE USER NAME MAKE CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. MANUFACTURERS SPEC FIED 3. TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO — — RSLABS—ON— ASLAB ON G ADE. LOCATE RACEWAY BELOW GRANULAR FILL BELOW AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR MANUFACTURERS PUBLISHED TORQUE—TIGHTENING VALUES. IF MANUFACTURERS '° ' WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND SUBMITTALS SENT BY E—MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND FOR FIELD—CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486A AND GRADE. NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. ENGINEERS DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE ENDS, DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G., FILE, UL 486B. ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. GRINDING STONE, OR SIMILAR) AND CLEANSER TO REMOVE OILS, RUST, SHARP ,/ WHERE MANUFACTURERS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE EDGES AND SHARDS. 4. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE WHEN EXP S 06/30/13 COMPLIANCE WITH REQUIREMENTS FROM MANUFACTURERS THAT HAVE BEEN MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND SHALL THE TRANSFORMER IS AT MINIMUM LOAD. ACTIVELY INVOLVED IN MANUFACTURING THE SPECIFIED PRODUCT FOR NO LESS CLEARLY INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES FOR CHANNEL WITH AFACTORY—APPLIED COATING, RE—FINISH CUT EDGES WITH d r a w i nt i t l e W THAN 5 YEARS. BEING PROPOSED. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED A COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY g HENDERSON Y TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED THE MANUFACTURER (E.G., MANUFACTURERS TOUCH—UP PAINT OR ZINC—RICH I WITHOUT REVIEW. COLD—GALVANIZING COMPOUND, AS APPLICABLE). NOTE. ENGINEERSW_ 0 EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE SUITE 300 d r a w i n n u m b e r 0 AND MAY NOT REFLECT EXACT AS—BUILT CONDITIONS. FIELD VERIFY ALL LENEXA KS 66214 EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 ao COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES www.hei-eng.com AND EXISTING CONDITIONS. 125000250b ___ - - - 4_ INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTIONS T 16B2-6 FRACTIONAL HORSEPOWER MANUAL MOTOR STARTERS HIGH-INTENSITY DISCHARGE (HID) BALLASTS (INCLUDES HIGH PRESSURE SODIUM () p 0 OUTLETS, BOXES 1681-10 WIRING DEVICES � N AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN NORMAL OR NON-ESSENTIAL CIRCUITS. (HIPS) AND METAL HALIDE (MH)): SHALL HAVE A POWER FACTOR GREATER THAN 93 THE EQUIVALENT OF FOUR 90- PERCENT; COMPLY WITH UNDERWRITERS LABORATORY (UL) 1029; PROVIDE NORMAL (0 Q DEGREE BENDS BETWEEN POWER R M N A MOTOR STARTERS R SHALL BE. EEN CONNECTIONS. USE FRACTIONAL HORSE O E AUL OTO S A E S THE CATALOG NUMBERS LISTED FOR WIRING DEVICES ARE GENERALLY FOR 20A f VJ (fl MANUFACTURED ELBOWS FOR ALL 45- AND 90-DEGREE BENDS, UNLESS APPROVED MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY. FOR UP TO EIGHT RATED DEVICES. WHERE 15A RATED DEVICES ARE INDICATED ON THE DRAWINGS OPERATION AND LIGHT OUTPUT WITH THE INPUT VOLTAGE IS WITHIN 10 Cn +r BY THE ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND EVEN AND CONDUCTORS IN A RACEWAY MINIMUM RACEWAY SIZE: 3/4—INCH. SQUARE D CLASS 2510 TYPE F PERCENT OF NOMINAL BALLAST RATING (EXCEPT HPS LAMPS SMALLER THAN 250W -+-- a) � OR REQUIRED FOR CIRCUIT RATING LIMITATIONS PROVIDE WIRING DEVICES � Y WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZING OR ENAMEL. RADII OF FOR GREATER THAN EIGHT CONDUCTORS, MINIMUM RACEWAY SIZE: 1-INCH. GENERAL ELECTRIC CR101 WHICH MUST HAVE THE INPUT VOLTAGE WITHIN +5 PERCENT); SHALL HAVE A • 0: EQUIVALENT TO THOSE SPECIFIED FOR 20A, BUT RATED FOR 15A. MINIMUM STARTING TEMPERATURE OF -20 DEGREES F. PROVIDE ENCAPSULATED Y i- BENDS SHALL BE AS LONG AS POSSIBLE D N I S BLE AND NEVER SHORTER THAN THE 0 NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. SIEMENS MSF SERIES O CORRESPONDING TRADE ELBOW. WESTINGHOUSE MST SERIES AND REMOTE TYPES WHERE INDICATED ON THE DRAWINGS. - rr > ALL RECEPTACLES LOCATED OUTDOORS OR IN DAMP OR WET LOCATIONS: SHALL BE Q O THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY: NO. 10 AWG. LISTED AS 'WEATHER RESISTANT', DESIGNATED BY A 'WR' ON THE FACEPLATE. CUTLER HAMMER 9101 SERIES - O_� � USE LONG RADIUS ELBOWS FOR ALL UNDERGROUND INSTALLATIONS, WHERE EMERGENCY FLUORESCENT BALLASTS: SHALL BE BODINE 650 OR IOTA I-232 FOR NECESSARY OR INDICATED. ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE MANUAL MOTOR STARTERS FOR FRACTIONAL HORSEPOWER SINGLE PHASE FOUR-FOOT FLUORESCENT LAMPS; SHALL BE BODINE 1330 OR IOTA I 160 FOR EIGHT- z PROVIDE THE FOLLOWING WIRING DEVICES WHERE SHOWN F DRAWINGS OR MOTORS SHALL CONSIST OF A MANUALLY OPERATED TOGGLE SWITCH EQUIPPED FOOT FLUORESCENT LAMPS; OR AS NOTED ON THE FIXTURE SCHEDULE OR L. RACEWAY. REQUIRED. MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL WITH MELTING ALLOY TYPE OVERLOAD RELAY. THERMAL UNIT SHALL BE OF ONE ELSEWHERE ON THE DRAWINGS. SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS AND Cc EQUIPMENT MAY BE MADE TO COMPLY WITH STRUCTURAL AND BUILDING STEEL SUPPORTS A Q PIECE CONSTRUCTION AND INTERCHANGEABLE. STARTER SHALL BE INOPERATIVE ORS S REQUIRED. ATTACH RACEWAY GFCI CIRCUITS. Q A SUPPORTS TO THE BUILDING REQUIREMENTS AS DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL � W � Q IF THERMAL UNIT IS REMOVED. PROVIDE FLUSH MOUNTED UNITS IN FINISHED AREAS 16134 MISCELLANEOUS ELECTRICAL STRUCTURE. HANG SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING > N HANG MULTI—CONDUCTOR DEVICES OF THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT, AND SURFACE MOUNTED UNITS IN UNFINISHED AREAS. STARTERS SHALL HAVE Q N ERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT DO NOT USE MULTI CONDUCTOR CIRCUITS, WITH A SHARED NEUTRAL, FOR ANY VI F - r TO THE MAXIMUM EXTENT POSSIBLE. PRO DE COLOR 0 TOGGLES AND 16134 1 WIRING OF MECHANICAL EQUIPMENT V 10 FEET APART IN CONSTRUCTION GFCI NEMA I GENERAL PURPOSE ENCLOSURE, UNLESS OTHERWISE INDICATED, AND BE • UCTION ABOVE. CLAMP GROUPS OF HORIZONTAL C CIRCUIT BREAKER OR RECEPTACLE CIRCUIT. RECEPTACLES AS REQUESTED BY THE ENGINEER: REFER TO DETAIL SHOWING RATED FOR THE MOTOR HORSEPOWER REQUIRED FEEDER RACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS O RECEPTACLES TABLE. PROVIDE ALL RACEWAYS AND POWER WIRING FOR ALL DIVISION 15 EQUIPMENT a) p O SPACE N ":I- EMERGENCY P - D OT OVER 10 FEET APART IN CONSTRUCTION ABOVE. SECURELY CLAMP C OWER CIRCUITS INCLUDES ALL CIRCUITS COVERED UNDER REQUIRING ELECTRICAL CONNECTIONS INCLUDING BUT NOT LIMITED TO PUMPS PROVIDE MANUAL MOTOR STARTERS WITH AN INTEGRAL PILOT LIGHT. ~ M VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL MEMBERS ATTACHED TO ARTICLES 700, 701 AND 702. Pass � i Cooper Wiring WATER HEATERS AND HVAC EQUIPMENT AND ALL LINE-VOLTAGE CONTROL AND W T- STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF VERTICAL FEEDERS WHERE Type of Was Hubbell Seymour Leviton Devices P- O INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15. CONNECT PER REQUIRED. ADD RACEWAY SUPPORTS WITHIN 12 INCHES OF ALL BENDS, ON BOTH MAXIMUM OF EIGHT CONDUCTORS IN A SINGLE RACEWAY. _ _ • Duplex Receptacle BR20 CR20 CR20 CR20 MANUFACTURERS' WIRING DIAGRAMS. COORDINATE WITH DIVISION 15 FOR SIDES OF THE BENDS. DO NOT SUPPORT RACEWAYS FROM SUSPENDED CEILING MINIMUM RACEWAY SIZE: 3/4-INCH. Isolated Ground IG IG20CR IG5362 5362-IG f IG5362 16133 LIGHT FIXTURES, LAMPS AND BALLASTS � COMPONENTS. DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. DISCONNECTS FURNISHED WITH EQUIPMENT, AND PROVIDE ALL DISCONNECT0 - Receptacle _ _ SWITCHES AS REQUIRED. AFTER INSTALLING WIRING, VERIFY THAT EACH MOTOR W 7 16133-1 LIGHT FIXTURE LOCATIONS Simplex Receptacle HBL 5361_ 5361 _ _ 5261 _ ____ _ 5351 _ __ LOAD HAS THE CORRECT PHASE ROTATION. � � REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO GFCI Receptacle GF20LA 2095 7899-H VGF20 - z - - LIGHT FIXTURES SHOWN ON THE ELECTRICAL DRAWINGS REPRESENT GENERAL 00 AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES AS ONE RACEWAY. Ir— W Quad 4-Plex HBL 420 420H 21254 NIA REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL 1. -- ___ ARRANGEMENTS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR MORE EXACT VERIFY THE ACTUAL MAXIMUM OVERCURRENT PROTECTION (MOCP) DEVICE > 00- Single Pole Switch DS12_0 CS20AC1 CSB1-20 _ ____ __ _- LOCATIONS. COORDINATE LOCATION WITH ALL OTHER TRADES BEFORE RATINGS AND MINIMUM CIRCUIT AMPACITY (MCA) CONDUCTOR SIZING FOR Q RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLING CONDUCTORS WIRES. FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE-WAY Double Pole Switch DS220 CSB2-20 CSB220 MECHANICAL EQUIPMENT FROM THE EQUIPMENT NAMEPLATE. BASE ELECTRICAL J O PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE AND NOT SMALLER CONDUCTOR LENGTH TO 100 FEET BETWEEN THE PANELBOARD AND THE MOST Three-waySwitch DS230 CS20AC3 CSB3-20 CSB320 INSTALLATION TO AVOID CONFLICTS. COORDINATE LIGHT FIXTURE LOCATIONS IN INSTALLATIONS ON ACTUAL REQUIRED AMPERAGES, WHICH MAY VARY SOMEWHAT W T_ MECHANICAL ROOMS WITH FINAL INSTALLED PIPING AND DUCTWORK LAYOUTS. THAN CODE REQUIREMENTS AND NOT LESS T - REMOTE RECEPTACLE OR LOAD ON T W i Q THAN 1/2 INCH IN SIZE, UNLESS HE GFCI CIRCUIT. FROM THE CONDUCTOR AND EQUIPMENT SIZES SHOWN ON THE DRAWINGS; O INDICATED OTHERWISE ON DRAWINGS. HOMERUNS CONTAINING MORE THAN ONE .. � . . 1681-1 1 SWITCH AND OUTLET COVER PLATES HOWEVER, IN NO CASE, REDUCE THE SIZE OF CONDUCTORS INDICATED ON THE BRANCH CIRCUIT SHALL NOT BE LESS THAN 3/4- INCH IN SIZE. PROPERLY IDENTIFY ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL 16133-2 LIGHT FIXTURES O -c- WIRING WIRING WITH VINYL - DRAWINGS WITHOUT AUTHORIZATION FROM THE ENGINEER. PROVIDE PROPERLY �~' = J Q STICK ON MARKERS OR EQUIVALENT. PROVIDE ENGINEER WITH SWITCH AND OUTLET PLATES COLORED SMOOTH NYLON BY THE SAME SIZED ELECTRICAL WIRING- AND EQUIPMENT WITHOUT EXTRA COST TO THE OWNER. PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE R A LIST OF PROPOSED IDENTIFYING NUMBERS FOR • PROVIDE LIGHT FIXTURES AS SCHEDULED ON DRAWINGS, INCLUDING ALL LAMPS, , u7 DURING CONSTRUCTION. R REVIEW PRIOR TO INSTALLING MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE. VERIFY DESIRED NOTIFY THE ENGINEER OF ALL CHANGES REQUIRED IN THE ELECTRICAL n u7 - MARKERS ALL NECESSARY ACCESSORIES, MATERIAL AND LABOR TO SECURELY HANG, CLEAN, REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING IN TO O MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. MATERIALS AND COLORS WITH ARCHITECT BEFORE INSTALLATION. SWITCH PLATES AND MAKE LIGHT FIXTURES COMPLETELY READY FOR USE. LIGHT FIXTURE MODEL INSTALLATION DUE TO EQUIPMENT VARIANCES SO THAT THE EFFECTS ON FEEDERS, . p PACES: STAMPED STEEL CADMIUM PLATED. INSTALL BRANCH CIRCUITS, PANELBOARDS, FUSES AND CIRCUIT BREAKERS CAN BE r PROVIDE - IN UNFINISHED ROOMS ANDS NUMBERS SCHEDULED ON THE DRAWINGS SHOW ONLY THE MANUFACTURER, ;.� RO DE AN EQUIPMENT GROUNDING CONDUCTOR OR BONDING JUMPER AS _ _ N ��.°. GROUPS OF SWITCHES UNDER ONE GANGED-PLATE USUALLY HORIZONTALLY; OR CHECKED PRIOR TO PURCHASING AND INSTALLATION. BE RESPONSIBLE FOR -�1 � �„_ , x. APPLICABLE, > GRADE AND STYLE OF LIGHT FIXTURES REQUIRED. PROVIDE. ALL HANGERS, „• ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT PL CABLE IN ALL FEEDERS AND BRANCH CIRCUITS SIZED IN ACCORDANCE WITH �� �� � � > . VERIFY THE ACTUAL AMPACITIES AND WHERE REQUIRED BY DETAILS VERTICALLY. SET ALL COVER PLATES PLUMB COORDINATING WITH DIVISION 15 TO E L . PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT AND JUNCTION NFPA 70 TABLES 250.66 OR 250.122, AS APPLICABLE, UNLESS INDICATED AS LARGERI'll Q SUPPORTS, AND MISCELLANEOUS HARDWARE REQUIRED TO INSTALL LIGHT .e:` ... as..,�������.� � PARALLEL AND FINISHED FLUSH WITH THE WALL. CORRECT SIZES OF ALL CONDUCTORS AND OVERCURRENT PROTECTIVE DEVICES FIXTURES; PROPER TRIM TO FIT EACH CEILING CONDITION ACTUALLY BOXES. ON THE DRAWINGS. FOR ALL EQUIPMENT, AND CORRECT OVERLOAD HEATERS FOR ALL MOTORS, WHEN ENCOUNTERED; ADDITIONAL TIE WIRES CONNECTED TO STRUCTURE TO CONFORM THIS DRAWING has been preparedsupervision the Architect, or TO SEISMIC REQUIREMENTS WHERE REQUIRED BY THE APPLICABLE BUILDING CODE. prepared P STARTERS ARE PROVIDED UNDER DIVISION 16. re ared under his direct ervision as an instrument INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE of service and is intended for use only on this project. All 16(32 DISTRIBUTION AND CONTROL EQUIPMENT .P J. Q THROUGH (IF EMBEDDED) OR ACROSS (IF EXPOSED) EXPANSION JOINTS. ALSO SYSTEM IN THE TABLE BELOW UNLESS THERE IS A COLOR SYSTEM CURRENTLY IN Drowings, Specifications, ideas and designs, including the 16134-2 WIRING OF THERMOSTATS TIME AND TEMPERATURE CONTROLS PACKAGING OF LIGHT FIXTURES WILL NOT BE ALLOWED. ONLY THOSE LUMINARES overall layout,form, arrangement, and composition of spaces WHEN USING RNC OR RAC IN EXPOSED ENVIRONMENTS IN ACCORDANCE WITH THE USE BY THE FACILITY, IN WHICH CASE THE COLORS ARE TO MATCH THE EXISTING pp 16132-1 LIGHTING AND APPLIANCE PANELBOARDS LISTED IN THE LIGHT FIXTURE SCHEDULE, OR APPROVED IN ACCORDANCE WITH and elements portrayed constitute the original, unpublished NEC AND EXPANSION/CONTRACTION PROPERTIES OF RNC OR RAC. SYSTEM. IN LARGER SIZES, WHERE PROPERLY COLORED INSULATION IS NOT Work of the Architect. Any reproduction, use, or disclosure of SUBSTITUTIONS OF THESE SPECIFICATIONS WILL BE ACCEPTED WHERE THE LIGHT PROVIDE ALL RACEWAYS POWER WIRING AND LINE-VOLTAGE CONTROL AND AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR the information contained herein without the written consent PANELBOARDS: SQUARE D TYPE NQOD OR NF, AS APPLICABLE, BASED ON VOLTAGE FIXTURE SCHEDULE INDICATES AN ALLOWANCE FOR A SPECIFIC LIGHT FIXTURE, THE INTERLOCK WIRING NOT PROVIDED UNDER DIVISION 15, FOR ALL THERMOSTATS, of the Architect is strict) prohibited. INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF AROUND EACH CONDUCTOR AT ALL TERMINATION POINTS JUNCTION AND PULL strictly BOXES. AND AMPERE RATINGS AND REQUIRED SHORT-CIRCUIT INTERRUPTING RATINGS AS PRICE IS A CONTRACTOR PRICE. INCLUDE ALL ADDITIONAL COSTS FOR FREIGHT, TEMPERATURE CONTROL DEVICES, AND CONTROLS, INCLUDING, BUT NOT LIMITED © 2013 H.C.KLOVER ARCHITECT R OT S CONDUCTORS OR CABLES UNDER HER DIVISIONS OR CONTRACTS. USE SCHEDULED ON THE DRAWINGS OR APPROVED EQUAL BY SIEMENS CUTLER TO, NIGHT-STATS, WATER HEATER INTERLOCKS, TIME SWITCHES AND OVERRIDE POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200-LB LAMPS, AND INSTALLATION OF LIGHT FIXTURE AND LAMPS. THE ARCHITECT DISCLAIMS res onsibili for the existingbuilding HAMMER OR GENERAL ELECTRIC; COMPLETE WITH BOLT-ON THERMAL MAGNETIC TIMERS. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND TEMPERATURE g p T structure,site conditions existing construction elements,or any TENSILE STRENGTH. LEAVE AT LEAST 24 INCHES OF SLACK AT EACH END OF PULL SYS EM VOLTAGE MOLDED CASE CIRCUIT BREAKERS ASSEMBLED IN A DEAD-FRONT FINISHED CABINET INSTALL FLUORESCENT LIGHT FIXTURES HUNG IN CONTINUOUS ROWS ON CHANNEL CONTROL DIAGRAMS. LOW-VOLTAGE CONDUCTORS FOR THERMOSTATS AND documents,drawings or o{her instruments used for an part of this WIRE. -- - - - Project which do not bear the Architects seal. T�e Architect's CONTAINING A TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH TEMPERATURE CONTROL SYSTEM MAY BE RUN EXPOSED ABOVE FINISHED J System Volta a Conductor T e STRUTS SPECIFICALLY DESIGNED FOR THIS PURPOSE. Color S RU S S � -_ _ � _ _YP_ - _ services are undertaken on in the interest of the Project Owner. No FULLY-RATED AND WITH THE INTEGRATED SHORT ACCESSIBLE CEILINGS IF APPROVED AND LISTED FOR THIS PURPOSE BUT SHALL BE IY J CIRCUIT BREAKER CONTROLS; FULL , obligation is assumed b the Architect for the benefit of an other entity. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILLA 208Y/120 Phase A Black �, � y y ENSURE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. Phase B Red CIRCUIT CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG-IN TYPE SURFACE-MOUNT ALL FLUORESCENT LIGHT FIXTURES LOCATED INSTALLED IN CONDUIT WITHIN WALLS AND WHERE EXPOSED IN THE WORK AREAS. RELATED DOCUMENTS:This Drawing is a single component of an i ALL TWO AN THREE POLE BREAKERS: integrated set of Construction Documents. General and Su lementa BREAKERS WILL NOT BE ACCEPTABLE. D CEILING BUT WITHOUT SUSPENDED CEILINGS UNLESS OTHERWISE INDICATED ON e9.. . PP, ry Phase C Blue CEL G B Conditions of the Contract,General Requirements,S ecat�ons and i COMMON TRIP TYPE. BREAKERS USED AS SWITCHES FOR 120V OR 277V LIGHTING 16134-3 TELEPHONE SYSTEM PROVISIONS q . . P 16131-3 BUSHINGS AND LOCKNUTS Neutral White THE DRAWINGS. PROVIDE RIGID METAL SPACERS FINISHED IN WHITE ENAMEL other Drawings may affect the Work described. fo�lure to review and CIRCUITS: APPROVED FOR THE PURPOSE AND MARKED SWD . BREAKERS USED FOR H TOP 0 F EACH LIGHT FIXTURE AND THE CEILING ABOVE TO MAINTAIN N A integrate the design intend of the whole of the Constriction Documents Equipment r BETWEEN T E g g Ground Green RIGIDLY TERMINATE CONDUITS ENTERING SHEET METAL ENCLOSURES TO THE THE PROTECTION OF HVAC AND REFRIGERATION EQUIPMENT: HACR TYPE. 1-1/2-INCH SPACE. SPACERS SHALL BE APPROVED BEFORE INSTALLATION. PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS does not relieve the Contractor from providing a complete Project. Isolated Ground Green w/yellow stripe OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE 3/4-INCH THICK COMPLY 0 all laws,codes,ordinances and regulations with authorities ENCLOSURE WITH A BUSHING AND LOCKNUT ON THE INSIDE AND A LOCKNUT OR AN 16132-2 CIRCUIT BREAKERS IN EXISTING PANELBOARDS PLYWOOD BOARD, FIRE-RETARDANT-TREATED AND STAMPED FRT, SECURELY having jurisdiction and with requirements of the Landlord,if op licable. INSTALL ALL FLUORESCENT LIGHT FIXTURES LOCATED IN AREAS WITHOUT CEILINGS pp Do not start Work until all permits and required approvals are obtai APPROVED HUB ON THE OUTSIDE. CONDUIT SHALL ENTER THE ENCLOSURE 480Y 277 Ph A ANCHORED TO THE WALL AT THE LOCATION AND OF THE SIZE AS INDICATED ON THE pp ned / ase Brown _ , IMMEDIATELY BELOW THE ROOF FRAMING MEMBERS, OR SUSPENDED FROM CHAIN VERIFY SQUARELY. fY ACTUAL CONDITIONS and dimensions rior to construction. Q P Phase B Orange PROVIDE NEW CIRCUIT BREAKERS, FOR INSTALLATION IN EXISTING PANELBOARDS, HANGERS SUITABLE IN LENGTH TO PROVIDE THE INDICATED MOUNTING HEIGHT. DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 1-INCH Commencement of work constitutes verification and acceptance of all OF THE SAME MANUFACTURER TYPE AND SHORT CIRCUIT CURRENT INTERRUPTING EMT STUB-UP CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS ezistin conditions. lication of a material or a ui ment item to Work Phase C Yellow , HANGERS: HYDEE HANGER TYPE FOR OUTLET BOX MOUNTING, COMPLETE WITH 9 APP. P PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH q metalled others constitutes acce tance of that Work and assumption Neutral Gray RATINGS AS THE EXISTING PANELBOARD CIRCUIT BREAKERS. GROUNDING RECEPTACLE, PLUG, 3-WIRE CORD AND NECESSARY CHAIN. INDICATED ON THE DRAWINGS. by P. P SHARP CLEAN—CUT THREADS. of responsibilityfor satrsfacto installation. satisfactory Equipment Ground Green DIMENSIONS SHOWN are to finish face of a material unless otherwisee indicated. THROUGH WIRING OF RECESSED LIGHT FIXTURES, IN SUSPENDED CEILINGS, IS NOT 16134-4 DATA SYSTEM PROVISIONS WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS. WHEN THERE IS NOT ENOUGH ROOM IN THE EQUIPMENT TO SHOW ALL THE PERMITTED. CONNECT EACH LIGHT FIXTURE BY A WHIP TO A JUNCTION BOX. CkU IE&6%URE&me6a-OONOfSfEdraOnpunlessofhervisediredd LEGITIMATE SERIES RATED COMBINATIONS, REFERENCE A BULLETIN SUPPLIED WITH PROVIDE FLUSH MOUNTED DATA OUTLET BOXES WITH 1-INCH CONDUIT STUB-UP I F PROVIDE CABLE WHIPS 0 SUFFICIENT LENGTHS TO ALLOW FOR RELOCATING EACH USE INSULATED, GROUNDING, OR COMBINATION, BUSHINGS WHEREVER 16131-6 JUNCTION BOXES PULL BOXES CABINETS AND WIREWAYSCEILINGr 0 e C t t I t e THE PANELBOARD PER UL 67. CONCEALED TO ACCESSIBLE SPACE AT IN I N p J T T VI RATION R MOISTURE, LIGHT FIXTURE WITHIN A 5-FOOT RADIUS OF ITS INSTALLED LOCATION, BUT NOT AS D CATED 0 THE CONNECTION IS SUBJECT 0 B 0 MOS URE, WHEN REQUIRED BY NFPA EXCEEDING 6 FEET IN UNSUPPORTED LENGTHS. DRAWINGS. 70, OR BOTH PROVIDE JUNCTION BOXES PULL BOXES CABINETS AND WIREWAYS WHEREVER > 1682-3 DISCONNECT SAFETY SWITCHES NECESSARY FOR PER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS -o 16134-5 TIME SWITCHES 16131-4 CONDUCTORS AND CABLES ACCORDING TO NFPA 70 AND WHERE INDICATED ON THE DRAWINGS. SIZE AS DISCONNECT SAFETY SWITCHES: SQUARE D SIEMENS CUTLER HAMMER OR � 11 (SAFETY) � � � 1683-3 EMERGENCY LIGHTING UNITS AND EXIT SIGNS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER R ON-FUSED AS INDICATED ON DRAWINGS OR 06 GENERAL ELECTRIC FUSED 0 N ( TIME SWITCHES: ELECTRONIC DIGITAL ASTRONOMICAL, TYPE AS INDICATED, WITH CONDUCTOR MATERIAL: IS LARGER. CONSTRUCTION SHALL BE OF A NEMA DESIGN SUITABLE FOR THE REQUIRED NEMA KS1, HEAVY DUTY, EXTERNALLY OPERATED, VISIBLE-BLADE MANUAL BYPASS SWITCH, NEMA ENCLOSURE SUITABLE FOR THE ENVIRONMENT t\ ) DESCRIPTION: SELF-CONTAINED UNITS COMPLYING WITH UL 924. ENVIRONMENT INSTALLED. SAFETY SWITCHES; NEMA ENCLOSURE TYPE INDICATED ON THE DRAWINGS OR INSTALLED; NUMBER AND TYPES OF CONTACTS, SEQUENCE, AND VOLTAGE AS ANNEALED (SOFT) COPPER COMPLYING WITH ICEA S-95-658/NEMA WC70; SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. BASED ON FUSIBLE SWITCH INDICATED ON THE DRAWINGS, OR AS REQUIRED, BASED ON THE TIME SWITCH BATTERY: SEALED MAINTENANCE-FREE LEAD-ACID TYPE. THE BATTERIES SHALL BE JUNCTION BOXES INSTALLED BEHIND WALL CASES, AND IN OR ON OTHER STORE CLASS R J OR L FUSE PROVISIONS AS w AND FUSE SIZES INDICATED, INCLUDE FUNCTION AND THE NUMBER OF BRANCH CIRCUITS OR CONTACTORS CONTROLLED. OF SUITABLE RATING AND CAPACITY TO SUPPLY AND MAINTAIN AT NOT LESS THAN TERMINATIONS: TINNED COMPRESSION OR MECHANICAL TYPE ONLY; UL-LISTED FIXTURES, - U U ES, EXCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4 INCH SQUARE OR APPLICABLE. PROVIDE WIRING TO PHOTOCELLS, CONTACTORS, RELAYS OR OTHER CONTROL 87 1 2 PERCENT OF THE NOMINAL BATTERY VOLTAGE FOR THE TOTAL LAMP LOAD Q FOR COPPER AND ALUMINUM CONDUCTORS AT 75 DEGREES C MINIMUM. LARGER, WITH GALVANIZED COVERS. / ASSOCIATED WITH THE UNIT FOR A PERIOD OF AT LEAST 1 1 2 HOURS, OR THE UNIT POINTS AS REQUIRED. MANUFACTURERS: INTERMATIC, PARAGON OR TORK. � / WHERE INDICATED PROVIDE FUSIBLE SWITCHES PERMANENTLY LABELED AS cn CONDUCTOR INSULATION TYPES: 90 DEGREE C RATED, TYPE THHN/THWN-2 OR , I EQUIPMENT SHALL SUPPLY AND MAINTAIN NOT LESS THAN 60 PERCENT OF THE _ HORIZONTALLY MOUNT JUNCTION BOXES UNDER CENTER FIXTURES (AND CASES), SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT WITH INTEGRAL AND XHHW 2 COMPLYING WITH ICER S-95-658/NEMA WC70. � 16134-6 LIGHTING CONTACTORS �/� INITIAL EMERGENCY ILLUMINATION FOR A PERIOD OF AT LEAST 1 1 2 HOURS. Vj C� < co HANDY BOXES OR 4-INCH SQUARE BOXES WITH TOPS OF BOXES NOT MORE THAN 3- SEPARATE NEUTRAL AND GROUND ASSEMBLIES, SUITABLE FOR THE SIZES OF / � N 1/2 INCHES ABOVE THE FLOOR. SIZE JUNCTION BOXES TO ADEQUATELY CONTAIN Q CV SIZES OF CONDUCTORS AND CABLES INDICATED OR SPECIFIED ARE IN AMERICAN / CONDUCTORS INDICATED. DO NOT DOUBLE-LUG ANY TERMINATIONS NOT CHARGER: FULLY AUTOMATIC SOLID-STATE TYPE WITH SEALED TRANSFER RELAY. INDUSTRIAL DUTY TYPE; SILVER ALLOY, DOUBLE BREAK CONTACTS, CONVERTIBLE v) Q � _ ALL REQUIRED CONDUCTORS AND SPLICES. WIRE GAGE AWG BROWN AND SHARPE . SPECIFICALLY LISTED AS SUITABLE FOR MORE THAN ONE CONDUCTOR. ^' p1 ( ) WITH NO AND NC INDICATORS; CAPABLE OF ADDING POLES IN THE FIELD; NUMBER ` � � 16131-7 OUTLET BOXES OPERATION: RELAY AUTOMATICALLY TURNS LAMP ON WHEN POWER SUPPLY AND RATING OF POLES AS INDICATED ON THE DRAWINGS OR REQUIRED BY THE Z w c� FURNISHED WITH THE STARTING EQUIPMENT, ATP0 � ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER: PROVIDE SWITCHES WHERE NOT FU Q , CIRCUIT VOLTAGE DROPS TO 80 PERCENT OF NOMINAL VOLTAGE OR BELOW. LAMP LOAD CONTROLLED; TYPED DIRECTORY AFFIXED TO THE INSIDE OF THE ENCLOSURE O T STRANDED. ALL OTHER POINTS REQUIRED BY NFPA 70, AND WHERE INDICATED ON THE AUTOMATICALLY DISCONNECTS FROM BATTERY WHEN VOLTAGE APPROACHES DOOR LISTING ALL BRANCH CIRCUITS SWITCHED AND THE CONTROL POWER 0 < - ALL OUTLETS INCLUDING LIGHT FIXTURE SWITCH RECEPTACLE AND SIMILAR DRAWINGS. UJ � _ BRANCH CIRCUIT. DEEP DISCHARGE LEVEL. WHEN NORMAL VOLTAGE IS RESTORED RELAY ALL CONDUCTORS, N0. 10 AWG AND SMALLER: SOLID COPPER OUTLETS: NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO, OR APPROVED � �- C� Z EQUAL, GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE 1682-4 FUSES DISCONNECTS LAMPS FROM BATTERY, AND BATTERY IS AUTOMATICALLY c� SHORT CIRCUIT CURRENT RATING: J RECHARGED AND FLOATED ON CHARGER. Z ALL BRANCH CIRCUIT WIRING: NOT SMALLER THAN No. 12 AWG. IF NO CONDUCTOR PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE � � SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70, WHICHEVER IS LARGER. SET ALL o O v'- PROVIDE EACH CIRCUIT AND SET OF FUSE CLIPS THROUGHOUT THE WORK WITH SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE 22 OOOA AT 240V MAXIMUM �-- OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO THEY ARE FLUSH TEST PUSH BUTTON: PUSH-TO-TEST TYPE, IN UNIT HOUSING, SIMULATES LOSS OF �- z Q CONDUCTORS AND CONDUIT SIZED PER NFPA 70 AND BASED ON THE INDICATED BUSSMANN, FERRAZ SHAWMUT, OR LITTLEFUSE FUSES, SIZES AND TYPES AS NORMAL POWER AND DEMONSTRATES UNIT OPERABILITY. z r-1 BRANCHCIRCUIT OVERCURRENT PROTECTIVE DEVICE OCPD RATING AND NUMBER WITH THE FINISHED SURFACE, ACCURATELY SET, AND RIGIDLY SECURED IN REQUIRED OR INDICATED. ALL FUSES LARGER THAN 60OA: UL CLASS L SIMILAR TO �� ( } POSITION. PROVIDE PLASTER RINGS EXTENSION RINGS AND/OR MASONRY RINGS ENCLOSURES: NEMA 1 0OF POLES. WHERE NO CIRCUIT SIZE (I.E., CONDUCTORS AND OCPD) IS INDICATED � TYPE KRP-C BUSSMANN LOW PEAK OR EQUAL. FUSES USED TO PROTECT MOTORS: Z = i AS REQUIRED FOR FLUSH MOUNTING. PROVIDE APPROVED CAST OUTLET BOXES, SMANN FUSETRON OR E UAL. FUSES USED TO PROTECT ALL LED INDICATOR LIGHT: INDICATES NORMAL POWER ON. NORMAL GLOW INDICATES ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE THREE N0. 12 AWG UL CLASS RKS, BUS Q COIL VOLTAGE: 120V AC �� � TRICKLE CHARGE BRIGHT GLOW INDICATES CHARGING AT END OF DISCHARGE WITH HUBS AND WEATHERPROOF COVERS, IN ALL AREAS SUBJECT TO DAMP, WET, OTHER ELECTRICAL EQUIPMENT: UL CLASS RK1 DUAL ELEMENT BUSSMANN Q CONDUCTORS, IN 3/4 INCH RACEWAY, ANDA 20A CIRCUIT BREAKER. Q , OR HARSH CONDITIONS. LPS LPN OR EQUAL. ALL FUSED DEVICES SHALL BE LABELED AS TO TYPE AND SIZE CYCLE. MECHANICALLY-HELD TYPE CONTROL INTERFACE SHALL BE 2-WIRE INPUT/ U MODULE CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE OF FUSE REQUIRED. WITH 3-WIRE OUTPUT; SQUARE D CLASS 8903 LX OR EQUIVALENT OF GENERAL PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED 16131-8 OUTLET LOCATIONS INTEGRAL SELF-TEST: FACTORY-INSTALLED ELECTRONIC DEVICE AUTOMATICALLY ELECTRIC, SIEMENS, CUTLER HAMMER OR ASCO. INITIATES CODE-REQUIRED TEST OF UNIT EMERGENCY OPERATION AT REQUIRED 3: 3� FUNCTION. MINIMUM SIZE: NO. 14 AWG, UNLESS NOTED OTHERWISE. 16132-5 DRY-TYPE TRANSFORMERS vi INTERVALS. TEST FAILURE IS ANNUNCIATED BY AN INTEGRAL AUDIBLE ALARM AND COORDINATE LOCATIONS OF OUTLET BOXES. OUTLETS ARE ONLY APPROXIMATELY _ � 16134 7 MISCELLANEOUS EQUIPMENT AND CONNECTIONS S LOCATED ON THE SMALL SCALE DRAWINGS. USE GREAT CARE IN THE ACTUAL TRANSFORMERS: GENERAL PURPOSE UL—LISTED/LABELED. COMPLY WITH NEMA ST- FLASHING RED LED. ap FLEXIBLE CORDS AND CABLES: STRANDED COPPER CONDUCTORS FOR ALL UNLESS , NOTED OTHERWISE. LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED 020 STANDARDS. ALL WIRING AND CONNECTIONS TO ILLUMINATED CASES. LO BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE 1663-4 LAMPS SPECIAL PURPOSE CONDUCTORS AND CABLES, SUCH AS LOW VOLTAGE CONTROL ARCHITECT INSULATION CLASS: FOR THREE PHASE TRANSFORMERS LESS THAN 15 KVA AND ALL ALL WIRING AND CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS, INCLUDING, AND SHIELDED INSTRUMENT WIRING: UNLESS INDICATED OTHERWISE, SHALL BE AS SINGLE PHASE - 185 DEGREES C, UL-COMPONENT-RECOGNIZED INSULATION PROVIDE LAMPS AS INDICATED ON THE DRAWINGS FOR ALL LIGHT FIXTURES; OR, IF BUT NOT LIMITED TO, BAKERY EQUIPMENT, DELI EQUIPMENT, MEAT ROOM RECOMMENDED BY THE SYSTEM EQUIPMENT MANUFACTURER. 1681-9 MOUNTING HEIGHTS SYSTEM WITH A MAXIMUM OF 115 DEGREE C RISE ABOVE A 40 DEGREE C AMBIENT NOT INDICATED AS RECOMMENDED BY THE LIGHT FIXTURE MANUFACTURER. IN ALL EQUIPMENT, KITCHEN EQUIPMENT, CHECKSTAND AND SCANNERS, EXHAUST HOOD TEMPERATURE; FOR THREE PHASE TRANSFORMERS 15 KVA AND LARGER - 220 CASES LAMPS SHALL BE COMPATIBLE WITH THE SPECIFIED LIGHT FIXTURE. FIRE EXTINGUISHING SYSTEM, ETC. INSTALL SCAN SYSTEM ELECTRONIC 12007.052 TYPE MC CABLE: 600V, UNJACKETED; ANSI E119 AND E814, UL STANDARDS 44 OR 83 UNLESS NOTED OTHERWISE, INSTALL WIRING DEVICES AS INDICATED BELOW (NOTE. DEGREES C, UL-COMPONENT-RECOGNIZED INSULATION SYSTEM WITH A MAXIMUM ACCEPTABLE LAMP MANUFACTURERS: GENERAL ELECTRIC OSRAM SYLVANIA COMMUNICATION CABLE IN UNDERFLOOR DUCT (CABLE PROVIDED BY OTHERS). (AS APPLICABLE), AND 1569, NFPA 70 ARTICLE 330; ALUMINUM OR GALVANIZED STEEL ALL DIMENSIONS ARE TO THE BOTTOM OF THE OUTLET BOX UNLESS NOTED OTHERWISE OF 150 DEGREE C RISE ABOVE A 40 DEGREE C AMBIENT TEMPERATURE. UL- PHILIPS, OR VENTURE. d r a w I n g I s S U a n C e INTERLOCKED ARMOR; THHN- OR XHHW-INSULATED CONDUCTORS; COLOR CODE: ) COMPONENT-RECOGNIZED INSULATION SYSTEM REPLACES THE UL1446 INSULATION ALL RACEWAYS, AND ALL WIRING AND CONNECTIONS OF DEVICES TO ENERGY LANDLORD PERMIT BID SET 01.09.13 ICEA METHOD 1, WITH GREEN INSULATED GROUNDING CONDUCTOR RATING SYSTEM THAT USED LETTERS. ALL FLUORESCENT LAMPS SHALL BE MINIMUM OF 3500 DEGREES K, WITH A MINIMUM MANAGEMENT SYSTEM THAT ARE NOT THE RESPONSIBILITY OF DIVISION 15. � � RECEPTACLES: E. ALL 1661-5 INSTALLATION OF CONDUCTORS AND CABLES PHASES, VOLTAGES, AND SIZES: AS INDICATED ON THE DRAWINGS. FLUORESCENT LAMPS IN SALES AREAS SHALL BE 3000 DEGREES K WITH COLOR-RENDERING INDEX OF 70, UNLESS NOTED OR DIRECTED OTHERWISE. COLOR- INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES, EXCEPT: EXCEEDING 3 dBA LESS THAN NEMA STANDARDS FOR THE SIZES ALL WIRING AND CONNECTIONS OF EXIT DOOR ALARMS. d rowing r e v i s i o ns VERTICALLY ALIGNED WITH THE GROUND SLOT MOUNTED AT THE TOP: 16 INCHES ABOVE FINISHED FLOOR. RENDERING INDEX OF 80. No. Description: Date: SOUND LEVEL: NOT WHERE SPECIFIED OR INDICATED FOR LOW-VOLTAGE WIRING HORIZONTALLY ALIGNED, WITH NEUTRAL SLOT MOUNTED AT THE BOTTOM: 16 INDICATED. ALL METAL HALIDE LAMPS IN SALES AREAS SHALL BE COATED, 3000 DEGREES K WHERE SPECIFIED OR INDICATED FOR DIRECT-BURIED CABLES WITH A COLOR-RENDERING INDEX OF 70. WHERE TYPE MC CABLE IS INDICATED OR SPECIFIED AS ACCEPTABLE. INCHES ABOVE FINISHED FLOOR. FULL-CAPACITY PRIMARY TAPS: BELOW 25 KVA -ONE 5 PERCENT TAP ABOVE AND ONE 5 PERCENT TAP BELOW• 25 KVA TO 500 KVA FOR 36-INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, VERTICALLY - SIX 2.5 PERCENT TAPS 2 ABOVE, 4 INCANDESCENT LAMPS: TYPE AND WATTAGE AS SHOWN ON THE DRAWINGS; RATED INSTALL ALL CONDUCTORS AND CABLE IN RACEWAYS CONTINUOUS WITHOUT TAPS ALIGNED. BELOW); ABOVE 500 KVA - FOUR 2.5 PERCENT (2 ABOVE, 2 BELOW). 130V UNLESS OTHERWISE SCHEDULED OR SPECIFIED. OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL TRANSFORMER CORE AND COIL ASSEMBLIES: MOUNTED ON INTEGRAL VIBRATION- 16B3-5 BALLASTS BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE FOR 34-INCH HIGH COUNTER TOPS: 40 INCHES ABOVE FINISHED FLOOR, VERTICALLY ABSORBING PADS. ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. ALIGNED. FLUORESCENT BALLASTS: LOW HEAT TYPE; THERMALLY PROTECTED AGAINST GER SHALL BE FLOOR MOUNTED UNLESS _ TRANSFORMERS 75 KVA AND LAR OVERHEATING; ETL-C M, CLASS PTO MEET ALL REQUIREMENTS ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS: DESIGNED FOR, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS AND JANITORS CLOSETS: 44 INDICATED OTHERWISE. TRANSFORMERS 45 KVA AND SMALLER MAY BE WALL OV H THE NFPA C ASA MINIMUM; COMPLY WITH THE NATIONAL BALLAST ENERGY 73 INCHES ABOVE FINISHED FLOOR VERTICALLY ALIGNED. PROPERLY SIZED FOR, AND UL LISTED FOR THE SPECIFIC APPLICATION AND � MOUNTED WHERE WALL CONSTRUCTION IS SUITABLE FOR THE LOAD. FLOOR LAW; 90-PERCENT POWER FACTOR OR GREATER; SOUND LEVELS NOT EXCEEDING CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE MOUNTED TRANSFORMERS SHALL BE SECURELY BOLTED TOA 4 INCH HOUSE CLASS A AMBIENT NOISE LEVELS. BALLASTS IN INDOOR LOCATIONS SHALL HAVE MANUFACTURERS RECOMMENDATIONS, USING THE MANUFACTURER'S GFCI RECEPTACLES: SAME AS GENERAL. KEEPING PAD WITH VIBRATION ISOLATION PADS. WALL MOUNTED OR SUSPENDED DISCONNECTING MEANS EITHER INTERNAL OR EXTERNAL TO THE LUMINAIRE. p r o f e s s I o n a Is e a RECOMMENDED TOOLS. TRANSFORMERS SHALL HAVE A MEANS OF ISOLATING VIBRATION FROM THE ISOLATED GROUND RECEPTACLES: SAME AS GENERAL RECEPTACLES. SUPPORT. INDOOR FLUORESCENT BALLASTS: ELECTRONIC TYPE SUITABLE FOR OPERATION OF WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED T8 LAMPS; TOTAL HARMONIC DISTORTION LESS THAN 20 PERCENT; FREQUENCY OF ONLY » CONCRETE BLOCK WALLS: DIMENSIONS ABOVE MAY BE ADJUSTED SLIGHTLY AS i FUTURE OR BY OTHER DIVISION, TRADES, OR CONTRACTS”, LEAVE A MINIMUM 3- � MAKE FINAL CONDUIT CONNECTIONS TO TRANSFORMERS WITH FLEXIBLE CONDUIT, OPERATION OF 20 KHZ OR GREATER WITH NO VISIBLE FLICKER; LINE TRANSIENT � �� �� V1VLi P REQUIRED TO COMPENSATE FOR VARIABLE JOINT DIMENSIONS SUCH THAT BOTTOM Q � WITH AT LEAST 6 INCHES OF SLACK IN ALL DIRECTIONS. 't FOOT PIGTAIL AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE WITHSTAND RATINGS AS DEFINED IN ANSI/IEEE C62.41, CATEGORY A; H THIS PERMIT 131No BOX. OR TOP OF BOXES AS APPLICABLE ARE AT BLOCK JOINTS. NOT APPROVED WITH MANUFACTURERS: ADVANCE REL VEL SERIES OR APPROVED EQUAL BY MAGNETEK, � �i TRANSFORMER N L ENCLOSED (EXCEPT FOR VENTILATION � / � IN GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS SWITCHES: OPENINGS), NEMA 2, DRIP-PROOF, FABRICATED OF HEAVY GAUGE SHEET STEEL MOTOROLA OR OSRAM. CONSTRUCTION INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND R V FI R COMPACT FLUORESCENT BALLASTS: SHALL BE THERMALLY PROTECTED AGAINST „ GENERAL: 46 INCHES ABOVE FINISHED FLOOR. 0 PANELBOARD DESIGNATION. CONTINUE ALL SUCH HOME RUN WIRING TO THE OVERHEATING; SHALL BE CLASS P; SHALL HAVE A MINIMUM 90 PERCENT POWER " - TRANSFORMERS COMPLYING WITH NEMA TP-1 WHEN PROVIDE ENERGY EFFICIENT TR DESIGNATED PANELBOARD, AS THOUGH CIRCUIT RUNS WERE INDICATED IN THEIR � FACTOR; SOUND LEVELS SHALL NOT EXCEED CLASS A AMBIENT NOISE LEVELS; AND t ABOVE COUNTERS: SAME AS FOR RECEPTACLES. ENTIRETY. TESTED IN ACCORDANCE WITH NEMA TP-2. SHALL BE LOW HEAT TYPE. ALL BALLASTS SHALL BE BY ADVANCE. BALLASTS FOR d CONCRETE BLOCK WALLS: 40 INCHES ABOVE FINISHED FLOOR (DIMENSION MAY BE 36W THRU 55W LAMPS SHALL BE MARK V ELECTRONIC TYPE. � OMMON OR SHARED NEUTRALS ARE NOT ALLOWED UNLESS SHOWN ON THE K-RATED TRANSFORMERS SHALL BE PROVIDED AS INDICATED ON THE DRAWINGS C EX S ADJUSTED SLIGHTLY, AS REQUIRED TO COMPENSATE FOR VARIABLE JOINT 06/30/13 AND BE LISTED FOR 115 DEGREE C RISE. DRAWINGS TO BE USED OR SPECIFICALLY NOTED TO BE ALLOWED. DRAWDIMENSIONS, SUCH THAT BOTTOM OF BOXES ARE AT BLOCK JOINTS). WHERE MULTI WIRE BRANCH CIRCUITS (I.E. SHARED NEUTRAL) ARE ALLOWED THEY TELEPHONE./DATA OUTLET BOXES: MANUFACTURERS: SQUARE D, CUTLER HAMMER, GENERAL ELECTRIC, HAMMOND, d r a W I ng t I t I e UJ SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL ACME OR SIEMENS HENDERSON rIle CONDUCTORS AT THE POINT THE BRANCH CIRCUIT ORIGINATES. GENERAL: MATCH MOUNTING HEIGHT OF ADJACENT WIRING DEVICE LISTED ABOVE. ELECTRICAL SPECIFICATIONS MULTI-POLE BREAKERS OR 3 SINGLE POLE BREAKERS WITH A HANDLE TIE ARE TWO NOTE. ENGINEERS19 o EXAMPLES. WALL-MOUNTED TELEPHONE: 40 INCHES ABOVE FINISHED FLOOR. EXISTING CONDITIONS WERE TAKEN FROM ,ORIGINAL DRAWINGS & SITE VISITS 8345 LENEXA DRIVE,SUITE 300 d r a w i n g n u m b e r 0 AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS. FIELD VERIFY ALL LENEXA,KS 66214 WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT FOR OTHER THAN WIRING DEVICES, REFER TO PARAGRAPHS, ARTICLES, SECTIONS, EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CAREFULLY TEL 913 742 5000 Fax 913 742 5001 Q THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP DIVISIONS, OR DRAWINGS TO OBTAIN MOUNTING HEIGHTS FOR SPECIFIC EQUIPMENT COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES o www.hei-eng.com OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING OR SYSTEMS. AND EXISTING CONDITIONS. J 1250 6 RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFPA 70: 00250