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Plans (5) BU P2017 - 0005 VERIZON TENANT IMPROVEMENT , TIGARD , OR 4.......) O N u, . ....., H cqg 0, O ARCHITECT INDEX GENERAL NOTESin BCRA PROJECT DESCRIPTION z ARCHITECT OF RECORD SHEET DRAWING DESCRIPTION 1. ALL NEW WORK SHALL CONFORM WITH THE 2014 OREGON STRUCTURAL SPECIALTY CODE, 2014 THIS PROJECT CONSISTS OF TENANT IMPROVEMENT FOR FUTURE TENANT - VERIZON. THE LANDLORDr 2106 PACIFIC AVE, SUITE 300 �- OREGON MECHANICAL, PLUMBING, ELECTRICAL SPECIALTY CODE AND ALL GOVERNING HAS ALREADY PERMITTED BASIC LANDLORD WORK PER THE LEASING AGREEMENT WITH THE FUTURE r TACOMA, WASHINGTON 98402 ARCHITECTURAL JURISDICTIONS' RULES, ORDINANCES, AND REGULATIONS. NOTE: EXISTING BUILDING PER 2010 TEL: 253-627-4367 FAX: 253-627-4395OSSC CODES. TENANTS (SEE PREVIOUSLY PERMITTED LANDLORD TENANT IMPROVEMENT). TENANT IMPROVEMENTin (ID r4 ,-, G0.01 COVERSHEET WILL WILL BE WITHIN THE 2,844SF SUITE LOCATED WITHIN EXISTING 12,022 SF RETAIL BUILDING AT CV N STRUCTURAL ENGINEER2.D2.01 EXISTING AND DEMOLITION PLAN CONSULT PLANS OF ALL TRADES AND CONSULTANTS, INCLUDING DESIGN-BUILD DOCUMENTS TO 7500 SW DARTMOUTH ST IN TIGARD, OR. FUTURE SUITE TENANTS SHALL BE THE FOLLOWING: A2.01 FLOOR PLANVERIFY SIZE, LOCATION, WEIGHT, POWER AND OTHER REQUIREMENTS PRIOR TO BIDDING AND SEAL A3.01 ASSEMBLY TYPES, WALL SECTIONS AND DETAILS AGAIN PRIOR TO BEGINNING WORK. • VERIZON BCRA A3.02 ROOM AND FINISHES SCHEDULES ENGINEER OF RECORD A5.01 REFLECTED CEILING PLAN 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANY 2106 PACIFIC AVE, SUITE 300 TACOMA, WASHINGTON 98402 PERMITTED.DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER-PROVIDED THIS SCOPE AND PERMIT IS SEPARATE FROM THE LANDLORD TENANT IMPROVEMENT WORK ALREADY TEL: 253-627-4367 FAX: 253-627-4395 FIRE PROTECTION INFORMATION, SITE CONDITIONS, MANUFACTURER'S RECOMMENDATIONS, OR CODES, REGULATIONS � F1 VERIZON FIRE SITE PLAN OR RULES OF JURISDICTION HAVING AUTHORITY. , MECHANICAL F2 F3 VERIZON OVERALL FIRE SPRINKLER PLAN VERIZON FIRE SPRINKLER PLAN 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, DOUGLAS p• ,t OBER F4 VERIZON FIRE SPECIFICATIONS TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED BY THE GOVERNING JURISDICTIONS. ,,� HENDERSON ENGINEERS, INC. a .G' , •V'• ENGINEER OF RECORD ELECTRICAL 5. PRIOR TO BEGINNING ANY WORK, VERIFY THE LOCATIONS OF ALL UTILITIES AND PROTECT THEM SITE DATA tA TACO A, WA 8325 LENEXA DRIVE, SUITE 400 FROM DAMAGE. 7.24„ • '24 c,' LENEXA, KANSAS 66214 El VERIZON ELECTRICAL SYMBOLS & SCHEDULES PARCEL #: MAP 1 S136CD, TAX LOT 04200, 2S101 BA, TAX LOT 00101; AND Q,pc0 TEL: 913-742-5000 FAX: 913-742-5001 E2 VERIZON ELECTRICAL PLAN 6. PRIOR TO BEGINNING WORK, PROTECT ALL EXISTING PORTIONS OF THE BUILDING FROM DAMAGE. 2S101AB, TAX LOT 01400 E3 VERIZON ELECTRICAL SPECIFICATIONS CONTRACTOR SHALL CLEAR AND REPAIR ALL EXISTING COMPONENTS AS NEEDED PRIOR TO SITE ADDRESS: 7700 SW DARTMOUTH ST. TIGARD, OR 97223 PLUMBING E4 VERIZON ELECTRICAL SPECIFICATIONS TURNOVER TO OWNER. REQUIRED/PROVIDED PARKING: AS DEFINED IN THE OVERALL SITE PLAN WITH MASTER PROJECT HENDERSON ENGINEERS, INC. MECHANICAL 7. DISPOSE OF ALL DEMOLISHED OR REMOVED MATERIALS OFF SITE IN A LEGAL MANNER. ENGINEER OF RECORD M1 VERIZON MECHANICAL PLANS 8. PROVIDE APPROVED FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE MARSHAL. VERIFY 8325 LENEXA DRIVE, SUITE 400 MP1 VERIZON MECHANICAL AND PLUMBING DETAILS LOCATIONS INDICATED IN CONSTRUCTION DOCUMENTS WITH THE FIRE MARSHAL AND ARCHITECT LENEXA, KANSAS 66214 P1 VERIZON PLUMBING PLANS AND DETAILS PRIOR TO FRAMING. TEL: 913-742-5000 FAX: 913-742-5001 SR1 SEISMIC RESTRAINT DETAILS AND AREA MAPS RECEIVED E L E CT R I CAL 9. ALL DIMENSIONS INDICATED ARE TO FACE OF STUD, CENTERLINE OF COLUMN OR FACE OF ms CONCRETE UNLESS OTHERWISE NOTED. MAR - 6 2017 HENDERSON ENGINEERS, INC. '"° ENDS SON E GINEE S, shoo sP y ,. g4 � �,, 10. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS. y ""°"".0 � """ CITY O TIGARD ENGINEER OF RECORD 1 R 3 "''`""" :-r„ BUILDING DIVISION 8325 LENEXA DRIVE, SUITE 400 ' i ,,. ! , �1,. �., ~� s A.�P•._, 11. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL PRIOR TO CONSTRUCTION. = m'�=�°" R LENEXA, KANSAS 66214 i ""�� ' • ........ ; • `•°� � TEL: 913-742-5000 FAX: 913-742-5001 12. DO NOT MODIFY THE WORK SHOWN EXCEPT WITH WRITTEN INSTRUCTIONS FROM THE ARCHITECT. -�°, � Y �`� �• Atm• ek .6' PO S.,-.4. . [' _ .. • • it yrs[' P..4c.vr FIRE PROTECTION ......4.......,�' x 2 ir�R W " !/ 'A. $MdIM�6M ! A 13. REPORT ANY CONFLICTS BETWEEN THE SPECIFICATIONS AND THE DRAWINGS BEFORE PROCEEDING. „. r- ; ;:°g'a'y r ' r ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF CONFLICTING INFORMATION SHALLT'"' °" e - �`� s - � [y..k _ HENDERSON ENGINEERS, INC. BE DONE AT CONTRACTOR'S RISK. 4�' ! 4 , ENGINEER OF RECORD ', C � ' y, F 1 .F A 8325 LENEXA DRIVE, SUITE 400 14. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND MAY BE REPRODUCED M �""..a u�,�s1 � + LENEXA, KANSAS 66214 ONLY WITH THE WRITTEN PERMISSION OF THE ARCHITECT. AUTHORIZED REPRODUCTIONS MUST ""'° �" `�` TEL: 913-742-5000 FAX: 913-742-5001 BEAR THE NAME OF THE ARCHITECT. F � ''� g ,s A 3 41M1°r A.Yrn'utl e, - C St •y�•.,R Cammara [`.M r fi�i•Y.W .W R -. OHe .0, -_- - - - .1 kryMYlry .,.u*•' F r� SYfllCppiltl 8l .. Gm* L7r r 3 M ''''.•.Ni.rvarryy '4 ,� ...Inc, CITY OF TIGARD BUILDING CODE INFORMATION - EXISTING OUTLOT BUILDING #1 TI SPECIFIC BUILDING CODE INFORMATION SITE c"" Approved Ly Planning LOCAL JURISDICTION: CITY OF TIGARD OCCUPANCY ANALYSIS (CONT.) MEANS OF EGRESS Date: 3/1 /17 CODES UTILIZED FOR NEW WORK: 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) 506.5.1 FOR ONE-STORY BUILDING WITH MIXED OCCUPANCIES THE TOTAL BUILDING REFER TO LIFE SAFETY PLAN FOR EGRESS CALCULATION FOR EACH TENANT Initials: Y1113 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) AREA SHALL BE DETERMINED PER 508.1 I OCCUPANCY CLASSIFICATIONS PER 2014 OSSC SECTION 302 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) OCCUPANT LOADS CALCULATED PER 2014 OSSC TABLE 1004.1 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) 508.1 SAYS TO COMPLY WITH 508.2, 508.3 OR 508.4 NUMBER OF EXITS PER 2014 OSSC TABLE 1015.1 AND SECTION 1021 I I- 2014 OREGON FIRE CODE (OFC) SITE PLAN Z 508.3 NON SEPARATED OCCUPANCIES 1007.1 ALL EGRESS COMPONENTS SHALL BE ACCESSIBLE AND CONTINUOUS TO A PUBLIC WAY w 2014 OSSC CHAPTER 11 & 2009 ICC/ANSI A117.1 2 co CODES UTILIZED FOR EXISTING BLDG: PER 2010 OSSC CODES CITY OF TIGARD w = N 4 CURRENT ZONING: C-G: GENERAL COMMERCIAL DISTRICT WITH PD: PLANNED 508.3.1 OCCUPANCY CLASSIFICATION. CODE REQUIREMENTS SHALL APPLY TO EACH 1014.3 COMMON PATH OF EGRESS TRAVEL MAXIMUM 75 FT AT A-2 & M OCCUPANCY, 100 FT ATB OCCUPANCY. REVIEWED FOR C COMPLIANCE O z DEVELOPMENT ZONE & MUE: MIXED-USE EMPLOYMENT PORTION OF THE BUILDING BASED ON THE OCCUPANCY OF THAT SPACE PER 302.1. I REFER TO SAFETY PLAN FOR ACTUAL DISTANCE S CC 0 ZZ THE MOST RESTRICTIVE PROVISIONS OF CHAPTER 9 SHALL APPLY TO THE ENTIRE Approved= t "J ), I\� 0 m 0 OCCUPANCY: ASSEMBLY A-2 (RESTAURANT) l'. BUSINESS B (HAIR & NAIL SALON) BUILDING. EXISTING BUILDING 1S FULLY SPRINKLERED PER NEPA 13 ORDINARY 1016.1 EXIT ACCESS TRAVEL DISTANCE MAXIMUM 250 FT FOR A-2 & M OCCUPANCY, 300 FT FOR B OCCUPANCY. g VERIZON STORE OTC' t t N HAZARD GROUP 2 I - Permit#: I ) 16 )(7'- 1 I- ~ - 0 o MERCANTILE M (SHELL) LIFE SAFETY PLAN Address: _ �; r � , Q ct CONSTRUCTION TYPE: V-B 508.3.2 EXISTING BUILDING MEETS ALL MAXIMUM ALLOWABLE HEIGHT AND AREA p z LI J o Q SPRINKLERED: YES -- NEPA 13 VERIZON - MERCANTILE M y, Suite # �0 w CS g REQUIREMENTS FOR ALL OCCUPANCIES PER SECTION 503.1 (SEE CALCULATIONS ` a_ i-- H NUMBER OF STORIES: 1 ABOVE) I 2844 SF/30 SF PER OCC = 95 OCCUPANTS -,, "` a„", BP Allam. Dater MAX. ALLOWABLE HEIGHT: 40'-0" (2) EXITS REQUIRED, (2) EXITS PROVIDED I - _ TOTAL EXISTING BUILDING HEIGHT: 32'-0" 907.2.7 A MANUAL FIRE ALARM SYSTEM IS NOT REQUIRED LESS THAN 100 PERSONS ,� d`� ' �'• # SQUARE FOOTAGE PER STORY: 12,022 SF FIRE-RESISTANCE RATINGS I I TYPE V-B PER SEC 602.5 AND TABLE 601 AND 602 (2014 OSSC OFFICE COPY PLUMBING FIXTURES ''r��r�l00 -- OCCUPANCY ANALYSIS HOURLY FIRE-RESISTANCE RATING REQ PER TABLE PROVIDED REQUIRED If` Th ! \ STRUCTURAL FRAME 0 HRS 0 HRS I VERIZON - MERCANTILE M / 4 ' = r `; - _ - ''• ASSEMBLY A-2 ROOF CONSTRUCTION 0 HRS 0 HRS MALE/FEMALE1 - TABLE 2902.1 1 WC PER 500 � w- i n `•� + If" " TPA TABLE 503: EXTERIOR NON-BEARING WALLS 0 HRS 0 HRS (1) WC REQUIRED, (1) WC PROVIDED `\\V\ ;,I • "~ • :a_ CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 6000 SF EXTERIOR BEARING WALLS 0 HRS 0 HRS TABLE 2902.1 1 LAV PER 750 MALE FEMALE ;` PER 506.3 300% AREA INC. AUTO. SPRINK 18,000 SF INTERIOR BEARING WALLS 0 HRS 0 HRS (1) LAV REQUIRED, (1) LAV PROVIDED * \\�� +1c ++_+f- L!' _ i i . / MAXIMUM ALLOWED 24,000 SF INTERIOR NON-BEARING WALLS AND PARTITIONS 0 HRS 0 HRS TABLE 2902.1 NO DRINKING FOUNTAINS REQ., (2) PROVIDED ` r�� }t� it=4f► / t $a °A7� FLOOR CONSTRUCTION 0 HRS 0 HRS 2902.2 EXCEPTION 3. SEPARATE FACILITIES FOR EACH SEX NOT REQUIRED 100 OR LESS OCCUPANTS ` if r � � _ / 0217.2017 cD BUSINESS B EXISTING BUILDING TO REMAIN I TENANT IMPROVEMENT T I ) 1 : * : I I : = - --- BCRA No. TABLE 503 F-- - -- - - j = = = = I 17035 .,--, CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF NOT IN CONTRACT (NIC) 34® I i• i it f�40= . . . . . . I n COMMON PATH OF TRAVEL = 50 FT �tIiitoitt=. -4te=114f _ I caooPER 506.3 300% AREA INC. AUTO. SPRINK. 27,000 SF n I - RLE MAXIMUM ALLOWED 36,000 SF .:. . . . . . . . .:. . . . . . . .;. . . . . . . . . . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. .. . . . .. . . . . .. . . .. . . . . . . . . . . . . . . . . . . . . . . _ -� a LESS THAN 75 FT MAX ALLOWABLE _ _ I .. � . .. ......... ... .. . J �� =7f7` �� .a' ; of 4f-,If 2 SHEET rnRE _ MERCANTILE M ' TABLE 503 ..•.'.•.'.•.'.'.•.•.'.•.•.•.•.•.•.•.'.•.•.•.'.•.•.•.•.•.•.'...•.•.•.•.•.'.•.•.•.•.•.•. .. ..'.•... .',•.'.'. .. . . ._.:. . ..'.•.'.•.'.•.•.'. .. .'.'.'.'.. . ..'.'.'... ..... I 6) TOTAL TRAVEL DISTANCE = 103 FT ACTUAL = Ell_ =� ® LESS THAN 250 FT MAX ALLOWABLE - - - COVERSHEET c, CONSTRUCTION TYPE V-B MAX 40 FT HT, MAX 9000 SF . .'. . .'.'. .'... .'. ..'..'..'.. ..'. .'. . . .'.'. .'.'.'. .'. ..'..'.. .. . . . . . .. ..'. ,'. .'. .'.'.'. .'.'..'.'.'..'.'.'.','.'.'..'.'.'.','.'. '.'.'. .'.'.'.'.'..'. .. ..'.. .. .. .. .. .. .. .. .. �� ® I J - __ __ _ --_ _ PER 506.3 300% AREA INC. AUTO. SPRINK. 27,000 SF '.'.'. ..'.'.'.'.'.'.'.'.'.'.•.'.'.•.'.'.'.•.'.•.•.'.'.'.•.'.'.'.'.'.•.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.•.'.'.'.•.'.•.'.'.'.'.'.'.'.',•.'.'.'.•,'.•.'.•.'.'.•.•.•.'.•.•.'.'.•.'.'. ............................................................ - - -I M rtrALs = =L= - �-- KEY I MAXIMUM ALLOWED 36,000 SF ;; ;; ;; ;; ;; ;; ;; ;j , , , I ', EXISTING TO REMAIN rt ACTUAL EXISTING BUILDING HEIGHT 32 FT ... ... .... .. .. .'. .,... .'...... .'... ..;. .. .. ... ... ..' ... ..'.. .. .. .' ,. ...'... .. ..'.... .. I ,, +� TENANT IMPROVEMENT ACTUAL EXISTING BUILDING AREA 12,022 SF y . .... .'. .. .' :::::: :: ::::::::::: ::: :: ::::::: :;:; :: : :: (4 \ ------ COMMON PATH OF TRAVEL :� 4f -N. reCRALZCO01,61M14.1..) N' iriltCT- . . ... .... .. . . . . . . . . . . .. .. ....... .. .. . .. .. .. .. .. ..... . . . . ... .. .. .. .. .. .. .. .. .. .. .. . .. ... .. ... .. .. .. .. .... .. .. .. .. .. \� �\ \�� a - - - EXIT PATH I �� M _ BC ; \ J OCCUPANCY I 1 �° W_ lt! l . .•. .'.•. :•.•. .•.•. .•.•.•. .•..•.•.•.•.•.•. .•.'..•..'.•. .•..•. .•. .•.'.•.•. .•.•.•.'..•..•.•..•. .•. .•. .'. .•. .•..•. .•.•.•.•.•.•.•.•..•.•.•.•.•. .I �� - ` d�l� CGGPV RIGHT 201] -BGFIA.HG.ALL RIGHTS RESERVE6 Q . . .. .. .. .. .. .. .. .. .. .. . . . . . .... . . . .. .. .. .. .. . . . .. . . . . . .. .. .. .. .. . . . . . . . .. . . . . . . . . . . . . . . .. . . . .. ... .. .. .. .. ... .. .. .. .. .. .. , . . . \ I I EXIT SHEET (;iii;k CM '.'.'.•.•.•.'.-.'.•.'.-.'.'.'.'.•.'.-.'.•.'.'.'.'.•.'.•.'.'.'.'.'.•.•.•.'.-.•...'.'.'.'.'.•.'.'.'.'.'.'.'.•.•.•.•.•.•.'.. . . ..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.. .'.'.'.'.-.'.'.•.'.•.•.•.'.'.'.'.' .•.'.•.'.•.'.'.'.•.'.'.'.•. . Cam, �. COMPONENT ---=:=7--------7-7:-____;-;!!!".? ' _ " ` ',� '6 1 '. t . �' ,.. . ,.�.M ...:...:.:-:.:.:...:.:.:.:.:.i .'...'.':.':.'.'.1.'.:...:.:.',4) , , ;� EXIT g� 47r, ,�Y s . . . 1. J .1. . . . . . . . . . . . . . . . . . . . . .6 . . . . . . . . . . .•. . . . . . . . . . . . . . •. .• . . . ®l� p.� V V I CAPACITY ACTUAL Q^ v 340 48 USE c3 1 X 0 0 0 ._0 c1 PERMIT •41111. g N 4144.117 E 0 0 CO GENERAL NOTES r 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS FROM DAMAGE DURING CONSTRUCTION. : i 2. ELECTRICAL PANEL AND OUTLET PER ELECTRICAL 3. HVAC SYSTEM PER MECHANICAL. 4. PARTITION WALL PER PLANS. " us 49'-6" / ) 20'-0" 29'-6" C141u. ..per.: . I I I 43 r I 1 1 . 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I :A N. .....--- _ ,,...,,, i /7\ 1 , ,:, . „ffN ., . , SAW CUT EXISTING SLAB ON GRADE. REMOVE /21 x- CONCRETE AS REQUIRED FOR INSTALLATION OF '''' hiti,I 1771 SAWCUT AND REMOVE EXISTING 4 1/2” .. I 1 ' I 1,/ --2- ,, ;'' \-,i ELECTRICAL AND COMMUNICATION WORK REFER -- J-1 CONCRETE SLAB ON GRADE r ,,/ ' f 7 7 i TO SHEET E2, COORDINATE EXACT BOX/OUTLET HI t // / i I 1 I I / .") / / I / / // / , ' LOCATIONS 110// FURNITURE It' IN .• . I , / . - /7\[ / //--7 / / , ..,, ,-. ,7„.../ / / /- , , ,, nli • : I (,/ .) / ,- .1 I /1-/ i /' / / ,/, Liii_____________ ___ ___ .-, —<..,r / / ../ /) r- t...=„0 1 1 1 u I I- ii 1 • .. / / / , .,/, ...<71 ( / / ,f, L . „ , / , , ro,, I ,,, ./ s / /) I 0 _ _ — _ — • - - _ _ -Ei— - -----4-- - - - - - - - - , , -,_+. ---- fl 1 _. \ J- ul I 7.---•,....--- -----... , / 7---------- ----, ,NN. I 11 I \\I . 1 I I 1 I 7 1 ".'...-- ""\7*-7-1 V I '7 / / r- / „''..----C...-77_ 1 \\N.\ 1 -----i i! 1 1.' 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' 72:::_-_=„_,t__ _-7,..i- - V I1 / I „ , I / // t / -,,,, REMOVE EXISTING 7 \ 'r/ 1 \V STOREFRONT DOOR / / \ - t // I , \ I 1 I . / V// I . 1 / I Fir-- I --/ / -----,--- ----... .- - t< -- i / i lid 1 -, Hit t I / .t. ,..--J NI I ! / / L - j 1)/ ild 1 . 7 I DA1E I / ' 1 ,,,/ , ' 1 /1 ii,,, - 1 ..” ..,„().„,, n _ 71 I ---- ---Lz.,' 1 Illi II: 02.17.2017 ca 1 1 FICRA NO. z , i / -"n 1 II : Ic *.:..- 41 i-!;I I ) / „.1,1 1 i 1 I I i ri "1-1 Li _ _U oil ___, , — — — — n- -1--) /zu. _ _u if I I I 1 l' 1 17035 1./ 17 I If I CVO FIE . co I t 1 I it I / 11 ti I I 11 I I / 1 i CT - ii / g. I) i 1 ti i t ' SHEET TRIX " ." I ..._ I] 1 oil 1-------) i/72::,‘,1 r,,,..?,- oi . • ES . 1---"------- 1-7.-----ri . - 1 . - ._ ' • 0 - es, —r--- 1 ' f_._,--,..;.:7-..-L-L ,==;7,--..: .,-;„- -_-HLE,E=i i :4=z77.K..-Lz7--- - _,T 4--------4 , _,./_____, , _ _ _ _ _ _ _ ----- -=-1-- ------------I i ri—, r-i I ' ` - --)); Ill EXISTING AND 2 17 1 P 1 1 11 1 1 \ i. ,, - -I 2 1 H" I I , i, t ' \ i ,,,-:- ... . I 1 i 1 I 11_1 - i 1 - -":1_/ • _ -' - III 1 DEMOLITION PLAN I I 7 ,,, , : yJ___ _ , ,._ i-,„=,. .::.--=,,...,=-::--7,777.-,::-.„------,17,7,-;-_ ,----.--:,- -:.--2111, L.2..z:-.'..-,,,--,-,::•,=,.. .-.-1 ,-,--7-:-..L., I _____r_____11 i _ __ • E I II Av I i A li r • I I .,,.._ 1 02 I 1 I 11 / \ 1 LT: \— REMOVE EXISTING t , II ,/ \\N„. ,, I STOREFRONT DOOR I I ' i -----, „ --- ,, :-..-__,., EXISTING I I L _i I STORTRONT, TYP I ctt. I I BCRA ,9 f ....--- I L _I o COPYRIGHT 2017 -SCR&NC ALL RIGHTS RESERVED I I I cN1 EXTENTS OF EXISTING c7; CANOPY ABOVE, TYP. N EXISTING AND DEMOLITION PLAN 0 2' 4' 8' -6 ii IEj) 2 . . . „ , 100 SCALE: 1/4" = 1'-0" SCALE 1/4" = r-0" [7.) 0 1 E.. -.S.) ,. ' 2 PERMIT • g " ... I 11.1. S-2 co 0 0 0 GENERAL NOTES , 2 3` 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS } g . ! I FROM DAMAGE DURING CONSTRUCTION. g 2. ELECTRICAL PANEL AND OUTLET PER ELECTRICAL. 3. HVAC. SYSTEM PER MECHANICAL. 2 ._,(n. 4. PARTITION WALL PER PLANS. PROVIDE 2X12 WD BLOCKING CENTERED c4 - 49'-6" AT 90" AFF ON SALES FLOOR 001 SIDE OF WALL UOI)AT / / 2 V: 20'-0" 29`-6" 5. PROVIDE WOOD BLOCKING AS REQUIRED FOR WALL MOUNTED PI LI / / EQUIPMENT. E; 2 1 E1 1 7 7 I PC.) 2 to c., a I I I I I I I H \ 7 !I II!I lim \i ii t_______ 4.-- 4----1 1!-E, 1. ,=, i ,., „ L_________, _ \ \ , =,_:____- --..t" ------;- -; '7;-::- ':-i_:'-'''I''-'"::iF---'E-------- .'1;ilz: ..L.r.F.i..z;:-'-'- -;!.. 11 (cr1231)444?0*. - f----11 fi i '-/.--il-5 1 ir -I E 71 A3 NoLosim I li \ c 5 0 ll_ _J _IJ m ,-) I F = F = 11 DOUGLAS P I ..1 c, L _ J L.. _ J ----) 1--- • jpi",,./.4 g.,. BREAK AREA / 1111 leo c3003 I COCItS1 Ho ,. . 11=1*j - \7 . -f-r---''' - C-----)J ' 1"--_, 7/7 . I I I I IC = = \•---r----- - C------ -‘ i i I i ca TAco ,24010.57#A wA • 11 — 005 ill ,-, / \ 1. !c [ / /EXISTING / I / '' \ ' RESTROOM, 1 < \) \<., ill , y, / ,/ „ , ,„ vw LEGEND I \ 1!i,i!1 , — , i i‘ i --- /./ 01 I I CORRIDOR i io i , 004 I I -\‘‘. I ..,„--'-- 1---N\ NI - INVENTORY . ..... 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L 1—RI C: 's MIMMIli i --/-, ‘ _ -/ , .,. , 1 ._ 1 i! __. I ir-,---...,-;,==-;-----==--717.---,,,-.,7,-,, a,i,i,-;:_-;77---_„;-:-..,7,--: KNEE AND TOE CLEARANCE I 1171--_—______,,, _ 8._., 1 = I- 0 . 0 1 c.,1 ,.._ I I I /\\\ il ii 20 1*''". CS I I , Lr. i I i I .I 1..... rn ± I II 1 ,,,,,,/ \N 1! I '''''''' .11 EXISTIII,IG ca C.7 C-4 I C..) , __. iat L I g_ I L I 1 STORTRONT, lYP I g g. . 1-- m a cv I -1 '6 I In ' FINISH FLOOR 0 BCItik. ..„,.. I . . I ii-a 1‘L6"" 0 COPYRIGH1.1.T 2011 -SCRS,NC.ARIGHTS RESERVED t- .. r- r"-• ( I I I SHEET 7> \ cv EXTENTS OF EXISTING E) CANOPY ABOVE, TYP. N 0 . m ENLARGED FLOOR PLAN - VERIZON 0 2' 4' 8' DRINKING FOUNTAIN ELEVATIONS 0 1, 2' 4' M_ I ( 11) iiiii I - 0 ....._ . 0 SCALE: 1/4" = 12-0" SCALE 1/4" = 1'-0" SCALE: 1/2" = 1 -On SCALE 1/2" = 1'-0" .._ 2 PERMIT .___ r»rcaxm E A...I iellP.i 4" wawwww7awawiwaww�■■MMMi■■■■■iiia ` '! M■i■■iMmi■■■Mi■■■MM a7 77 M■■■■■MM■■MMi■■■■■MM■■i■M■■■M■■i■■i wawa�rawa►wwwwwwIrwwwrrrwww�rwr• i rte•, F- ,. / DOOR VARIES ■■■�■■i■■i■i■� �iMMi■MrMMiiii .41010.-�+ NO STOP AT CASED OPENINGt t N ■■■i•i■■r� 1111111111.1.111111111111111111111111111111111111111____ �imilvi wr�w�Ti�wsr►wr� io. � �ij ��wr,,,, > . �\ TYPICAL DISTANCE TO WALL i ,-- AT HINGE SIDE ONLY UNO k FOR PARTITION TYPE REF PLANS—----- "' —1 irs 1 .11111111r — CONTINUOUS SEALANT ' (3 CONTINUOUS SEALANT "` • —N1/4- EACH SIDE EACH SIDE , N o • DOUBLE STUDSWOW '- _ • NO STOP AT CASED OPENING X ,1. N WALL TYPE REF sou VARIES PARTITION TYPES DOOR BR aCE ALL PARTIAL DOOR JAMB DOOR HEAD HE GHT PARTITIONS TO10 NA - STRUCTURE • SCALE: 1-1/2" — 1'-0" SCALE: 1 —1/2" = 1'-0" fDOUGLAS; P, OBER'• 1 cil TACO A# WA S ' #5'24 O MS- i 1 - I fI. ill t iii1 I 1iiVAi�i�i�iiNA V • as 4 "- M.01 -- SOUND ATTENUATION 3 BATT INSULATION RESTROOMS WALLS r II AND CEIUNG , Ti?. 4 I I CEILING WHERE II SCHEDULED - - - F2 -41 — 3 REF PLAN FOR STOREFRONT -0 GLAZING <-, WALL TYPE 4'-O" MAX i i i. - EXIST VENEER } BEYOND NEW SLAB ON 3 RESTROOM SIDE DEMOLISH GRADE PER STRUCT. EXISTING DOOR ' ' SEE PLAN FOR AND THRESHOLD ---�. EXIST. ALUMINUM EXTENTS. k STOREFRONT NEW VAPOR fm FRAME BEYOND BARRIER SEE A3.b3 FOR STOREFRONT SUBSILL PLYWOOD BACKER BRACE ADJACENT WALL AT RESTROOMS SET IN SEALANT + AT CORNER EXISTING CAPILLARY BREAK I T AND GROUND IMPROVEMENTS I- _ .� + �� , . 1 1. EXIST SI OPF y NA II a o. ;. P GRADE SLAB ON a a rzp MTL STUD 3 INC 20 GA CLIP ANGLE EXIST. D 5/8' BRAC 'moi i1r •Ii' '.+.�f Iy _ *A' 'I� 'wy •�' �I�„� 44r .• •y • 4 QAT 32" OC AS — — � . _ *VII i�""IPS0 a PARTITION REVD TO STABILIZE I 1$ GA TOP TRACK W / / / / / / / / / / / • . • •• � -AILA a = '.`"` :- ---._. MTL STUDS AS c,� \r\r\r\r\r\r\r\r\r\r\r\/< • : a v — 4 SCHEDULED W = N Of Q a_ Q � i WALL FINISH REF > Z z PARTITION EXIST. SIDEWALK PARTITION TYPES O 2 W WALL SECTION WALL SECTION N o 0 8STOREFRONT SILL AT CONCRETE PARTITION BRACING W z I o SCALE: 1/2" = 17._077 SCALE: 1/2" = 1,_0,7 _ w a c� 0 SCALE: 3 = 1 —0 SCALE. 1-1/2 = 1 —0 ct W N. 5 PARTITION TYPES PARTITION GENERAL NOTES REVISIONS ALIGN FINISH W/ EXIST. WALL---.--- Iii4p 1. STUDS CONTINUE TO DECK UNG. REF CAPTURE TRACK INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE 5/8" GYPSUM BOARD LLQ'- "`� DETAILS FOR DEFLECTION REQUIREMENTS. CRIPPLE STUD HEADER HEADER MINIMUM EFFECTIVE X 2-1 j2" METAL STUDS, 2. USE 5/8" TYP X GYPSUM BOARD ON FIRE RATED CLEARANCE 1/4" - 3/8" I' NN" \ LENGTH MEMBERS PROPERTIES PER STUD F2 18 GAUGE @ 16" OC PARTITIONS N. 2' TO 6' (2) 6" X 18 GA 1 x = 2.042 Sx = 0.670 3. CONTINUE FINISH MATERIAL TO A MINIMUM OF 6" ABOVE x \ " SOUND ATTENUATION INSULATION, • r \ 6 TO 8 (2) 6 X 16 GA 1x = 2.518 Sx = 0.839 INSTALL FRICTION FIT 1 MIN. 8' TO 10' 2 6" X 14 GA 1 x = 3.094 Sx = 1.031 AIR GAP SUSPENDED CEILING SYSTEMS UNO. DEFLECTION TRACK7 k " 1/2"- iCONTROL JOINT RE7 VERTICAL GYPSUM F 10' 10' TO 12' (2) 8" X 18 GA 1 x = 4.134 Sx = 1.033 TO MAINTAIN AIR GAP 4. WHERE NO CEILING IS INDICATED CONTINUE FINISH TOV' ' ' �� 5/8 TYPE X SPECIFICATIONS 12' TO 14' {2} 8" X 16 GA 1 x = 5.110 Sx = 1.277 TRANSLUCENT WINDOW FILM, INSTALL DECK UNO. MAINTAIN CLEARANCE BELOW STRUCTURE GYPSUM BOARD " PRIOR TO FRAMING, REF SPEC 02.17.2017 14 TO 16 (2) $ X 14 GA 1 x = 6.303 Sx = 1.576 PER DEFLECTION TRACK DETAILS. ► • T ... 16' TO 18' (2) 10 X 14 GA 1 x = 12.325 Sx = 2.456 5. REF SPECIFICATIONS FOR LATERAL BRACING OF STUD 8 RA NO. 18 TO 26 (2) 12" X 16 GA 1x = 15.730 Sx = 2.334 SECT 3-5/8" METAL STUDS, .;` I. : PARTITIONS 17035 1 5/8" DRYWALL A X 18 GAUGE ® 16" OC �� 6. PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING m " f SCREWS AT 24" OC coo FILE 5/$ GAP / A3 10%0 ABOVE THE CEILING FOR INTERIOR WALL STUDS THAT DO : . �e� 4100' A- I INSULATION © RESTROOMS NO GO TO DECK FOR ALL WALLS LESS THAN 6" WIDE. TIRE MTL STUD I O B 5/8" TYPE X (1) #10 TEK 5/$" GYPSUM BOARD �` �' REF 4/A3.01 FOR PARTITION WALLS AND 5/A3.01 FOR ;¢ GYPSUM BOARD SCREW AT EACH -1- -- IPPP"+4- DIAGONAL BRACING OF FULL HEIGHT STUD WALLS WHICH ASSEMBLY TYPES, o INSTALL CONTROL VERTICAL STUD SPAN TO DECK. JOINT ON BOTH GYPSUM VERTICAL GYPSUM BOARD DOUBLE MTL STUD SECT + I-- 6 SIDES OF THE WALL BOARD 1/2" iti CONTROL JOINT REF AT JAMBS BOTTOM TRACK B 6" METAL STUDS, 7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, WALL SECTIONS a LOCATE AT LATCH / SPECIFICATIONS TOP TRACK L_ / / ~ x 18 GAUGE 0 16" OC -;' AND OTHER LOCATIONS AS REQUIRED BY CODE SIDE ONLY ON ZINC CONTROL GYPSUM BOARD BOX BEAM - 8. REFER TO A3.03 FOR PLYWOOD BACKER AT RESTROOMS. & DETAILS �_ SINGLE DOORS MTL STUDS JOINT STRIP (2) STUD HEADERS ,, IIIIII A6 SOUND ATTENUATION /- / HEADER REF 1/A3.01 FINISH AS INDICATED--- MTL STUD HEADER INSULATION ,�; 5/8" GYPSUM BOARD - ..� �� `r PARTITION FLOOR BOTTOM TRACK 18 GASCREW BEACH SACK ITH DE(3) #10 TO HEAD RKAND :B'-'B_e\_ --- TRACK `.A.. ....:....; .. _ L_ _ OCOPYRIGhff 2077 .9CN0.INC ALL RI["ff3 RESEiiVEL1 NO {6) #1O T£K SCREWS TO JAMB A 16 GA TRACK �VARIES� MTL STUD JAMB SHEET 8" METAL STUDS, 11110110- 0 18 GAUGE ® 16" OC L SECTION-B SECTION-A X SOUND ATTENUATION INSULATIONGYPSUM BOARD a A8 r-- A3 . 0 1 :.. 5/$HEADER CONNECTION DETAIL CONTROL JOINT HEADER CONNECTION DETAIL GYPSUM BOARD -�iiiiiii. .- -40 p't--- --. ..., .,0 SCALE: NOT TO SCALE SCALE: 1 -1/2" = 1'-0" SCALE: 1 -1/2" = 1'-0" X = HEIGHT IN FEET WHERE NOTED; ALL OTHERS FULL HEIGHT PERMIT - 4 imi . to' r 21'-6" 1 31 / / g DOOR SCHEDULE 5'-3" 6'-O" J 1/2" 5'-1 1/2" g : 16'-0" t t t16 DOOR SIZE DOOR FRAME FIRE DETAIL REFERENCE DOOR / \ \ NUMBER (W x H x D) TYPE MAT'L FINISH GLASS TYPE MAT'L FINISH RATING REMARKS NUMBER 6'-5" l 3'-2" 6'-5" `" HEAD JAMB SILL , `° (E) 001A (2) 3'-0" x 8'-0" x 1 3/4" (E) (E) (E) -- (E) (E) (E) -- -- -- -- 001A \ \ o EXUz EX EX EX -1 (E) 001B (2) 3'-0" x 8'-O" x 1 3/4" (E) (E) (E) -- (E) (E) (E) -- -- -- -- 001B EX EX EX in GL-3 GL-3 GL-3 GL-3 n 002 3'-0" x 7-0" x 1 3/4" F HM PT1 -- A HM PT1 -- 10/A3.01 11/A3.01 -- 002 "' GL-3 GL-3 GL-3 m a Off- G ` NO 003A 3'-0" x 7'-O" x 1 3/4" F HM PT1 -- A HM PT1 -- 10/A3.01 11/A3.01 -- 003A 1 I .- N 003B 3'-0" x 7-O" x -- -- -- -- -- -- -- -- -- -- -- 2 0038 I SEAL 0 (E) 005 3'-O" x 7'-0" x 1 3/4" (E) (E) PT1 -- (E) (E) PT1 -- -- -- -- 1 005 �// // // / (E) 006 3'-O" x 7'-0" x 1 3/4" (E) (E) PT1 -- (E) (E) PT1 -- -- -- -- 1 006 o EX GL-2 EX GL-2 EX EX EX (S °° GL-2 // GL-2 GL-2 GL-2 GL-2 'DOUGLAS P. 11.4 USER' , 40 i4.- _IF. DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE REMARKS T.O. SLAB TACO A, WA . 7 . '24 („, HM HOLLOW METAL 1. PAINT DOORS AND FRAMES AT OUTSIDE OF RESTROOM ONLY. OD 5 (SF-3) ,'C 0. PT1 SHERWIN WILLIAMS ENDURING BRONZE SW 7055 INTERIOR SIDE WAS PAINTED BY LANDLORD. A3.01 A3.01/ STOREFRONT TYPES 11-ES 2, OPENING ONLY, NO DOOR AND FRAME. i TYP. TYP. SCALE: 1/4" = 1'-0" DOOR SCHEDULE NOTES 1. ALL GLASS SHALL HAVE A U-VALUE OF 0.35 AND SHGC OF 0.40 OR BEI IER. 2. STOREFRONT DIMENSION ARE NOMINAL. FIELD VERIFY ALL DIMENSIONS. 3. REMOVE/DEMOLISH EXISTING DOOR AND HARDWARE. PREPARE OPENING AND ALUMINUM STOREFRONT TO RECEIVE GLAZING. PROVIDE MATCHING ALUMINUM STOPS, BLOCKING AND GLAZING ASSEMBLY AS REQUIRED TO PROVIDE AN AIRTIGHT AND WATER RESISTANT INSTALLATION THAT MEETS OR EXCEEDS THE PERFORMANCE OF THE EXISTING STOREFRONT SYSTEM. GLAZING NOTES 1. ALL INSULATED GLASS SHALL HAVE A U-VALUE OF 0.35 AND SHGC OF 0.40 OR BETTER. 2. ALL FLAT GLASS MATERIALS SHALL BE 1/4" THICK ASTM C1048, QUALITY Q3 FULLY TEMPERED AND SHALL COMPLY WITH CPSC 16 CFR PART 1201 CATEGORY II. 3. LOW E COATING SHALL BE APPLIED TO SURFACE 2 AND SHALL COMPLY W/ ASTM C1376 SHALL BE SOLARBAN 70XL OR APPROVED GL-2 1INCH TEMPERED INSULATED GLASS WITH LOW-E COATING TO MATCH EXISTING ADJACENT GLASS ASSEMBLY. 4. PER SCHED. 2" PER SCHED. 2" t I a rr o o z z CC Li1W a /J a f /\ FINISH FLOOR FINISH FLOOR Z W CD F A 2 co W = ti O °� � pz o. QI- 0 � NQL }- 0 0 O z W o a 0 a IW- � ° I- ROOM FINISH SCHEDULE REVISIONS WALLS A ROOM ROOM FLOOR CEILINGS ROOM NUMBER NAME A B C D NOTES NUMBER N FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH BASE MAT FINISH MAT FINISH HEIGHT 001 SALES FLOOR EC -- G PT2 RB1 G -- G -- -- G -- (E)ACT -- 14'-0" 1,2 001 D B 002 INVENTORY EC RB1 G PT2 RB1 G PT2 RB1 G PT2 RB1 G PT2 G -- 9'-0" 1,2 002 003 BREAK AREA VCT-1 RB1 G PT2 RB1 G PT2 RB1 G PT2 RB1 G PT2 (E)ACT/G -- 9'-O" 1,2 003 DATE 004 CORRIDOR VCT-2 RB1 G PT2 RB1 G PT2 RB1 G PT2 RB1 G PT2 ACT -- 9'-O" 1,2 004 C 02.17.2017 CD 005 EXISTING RESTROOM VCT-1 (E)RB1 (E)G PT2 RB1 (E)G PT2 RB1 (E)G PT2 RB1 (E)G PT2 ACT -- 9'-6" 1,2 005 DORA NO. 006 EXISTING RESTROOM VCT-1 (E)RB1 (E)G PT2 RB1 (E)G PT2 RB1 (E)G PT2 RB1 (E)G PT2 ACT -- 9'-6" 1,2 006 ROOM FINISH KEY 17035 on - CAW FEE - _ - SHEET TALE CNi0 1.1 Lo SCHEDULE FINISH KEY SCHEDULE MATERIAL KEY ROOM FINISH SCHEDULE NOTES SCHEDULES 6 MARK FINISH COLOR DESCRIPTION A CONCRETE 1. PROVIDE PAINT/FINISH PER SCHEDULE. EXISTING WALLS ARE & DETAILS ACT ACOUSTICAL CEILING SYSTEM WHITE 24" x 48" x 5/8" (E) EXISTING SHEET-ROCKED, TAPED, SANDED AND READY FOR PAINT/FINISH. ii EC CONCRETE SEAL CLEAR CLEAR SEALER OVER CONCRETE F OPEN TO STRUCTURE 2. PROVIDE FLOOR COVERING PER SCHEDULE. EXISTING CONCRETE FLOOR PT2 PAINT NATUREL SW7542 SHERWIN WILLIAM G GYPSUM BOARD READY FOR FLOOR COVERING. E RB-1 RUBBER BASE SHADOW GRAY 12 ARMSTRONG M VCT-1 VINYL COMPOSITION TILE FIELD GRAY 51927 & PEARL WHITE 51803 ARMSTRONG EXCELON 50/50 CHECKERBOARD PAIIERN ___N- .0- �.0 VCT-2 VINYL COMPOSITION TILE FIELD GRAY 51927 ARMSTRONG EXCELON BCRA i i i OCOPYRIDNT WI7 •BCRA,INC.ALL RIGHTS RESERVED r O SHEET csi O 1 .. A3 . 02 __a a. o c) PERMIT •s 2 0 0 "p" g c ' \taic GENERAL NOTES 1 ,„, .V• I 1. PROTECT, PATCH, & REPAIR EXISTING BUILDING COMPONENTS FROM DAMAGE DURING CONSTRUCTION. 2. LIGHTING PER ELECTRICAL o Ix 49'-6" 3. HVAC SYSTEM PER MECHANICAL. 2 Li / / 4. PARTITION WALLS PER PLANS. u- 3 20'-0" 29'-6" i i r ____��._ ..__.i 1 3 1 . 1hieN N 1 1n n 1 I . SEAL I I I '•••- 1 ' II i — 6 �� I 1 _......---,_ E— _ - _ __GD, __ µ , 3. Ytl, } a''=",--, � _ I _ + _. : . ..6, i , 1 eii 11 1 i LEGEND fDOUGLAS P. I BREAK AR I I I 1 003 1 i11 i ; ! i � , �.jf ± I I 1 I j TACO . 1 I , 1 ... _�_ _ , _ I ___ - 1 EXISTING WALLS A, WA I i 1 f 1 y _ _ fi r OF I G t I 1 j ' i„, ,„, ....._..... • ! I 1 lid 1 ---=- =�- =— EXISTING STOREFRONT I a G I • „„,. loi 1 1 -- - , I .} .. 1 • 1 ' 1 p ; i \� SUSPENDED DECORATIVE FABRIC/ ALUMINUM 1 1 • .�,�. .. 4 , ''# i j LIGHTWEIGHT CANOPY 1 1 •EXISTING . ' i . -• • • - 1 i 1 11 ' t J 1 RESTROOM 1' ! I I 1 '� i� I ; 1 \,./� 005 i. I i 6 ! `I r 1' ' I I I G _- -. 1 — I 1 I 1 i I ! I; i I 141 I I , 1 #'s rl ( 1 I 3 I I s113 `fl 1 • I 3 1,,.._. •'-,4,--t=_---,,-:--,-:-----1,-- 14�. . . 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I 02.17.2017 CD 1 I 1 1 I ; 1 , ; 17 3_ ecru Na. 1 I l 11 i 1 3 1 I I I d 1 1 1 17035 m _ �___� ._ _..rr_ _ I . 4�I 1 1 I 1 I I I I CADD FILE I I I 1 1 1 1 3 ( I ii1 CA — -11—j(0.---1-- 1 _._ _ ____ G 1 S� �� -%�.�._.., # I 1 I SHEET TITLE 0 LO 1-1---4 ENLARGED FLOOR I 1 .._ __`________, 7a W - PLAN & REFLECTED 6I i I I , , 3 1 I I E I I I itE CEILING PLAN �1 1 1 - EXISTING -__ J I ____ I STOREFRONT, TYP 1 VERIZON E 1 1 to ,_ i _ _ _ _ E BCRA 1 1 �� 1 .COPYRIGHT 2017 -SCR&INC.ALL RIGHTS RESERVED EXTENTS OF CANOPY ABOVE, TYF. slur 0 0 ENLARGED REFLECTED N CEILING PLANARIA AE . Q 0 2' 4' 8' 0 Q, " SCALE: 1/4" '-0" MVPSCALE; 1/4 = 11-0" ca PERMIT • CONTACT GENERAL PIPING - ,. GENERAL NOTES 8 C INFORMATION AND DEMOLITION NOTES �'' 3 N. DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS 1. CONTRACTOR MUST VISIT THE BUILDING TO 1. THE DESIGN SHOWN ON THESE CONTRACT 8 2 � PROVIDED •BY THE FOLLOWING CONTACTS: DETERMINE THE FULL EXTENT OF THE EXISTING FIRE DOCUMENTS HAS BEEN PREPARED FOR APPROVAL BY �\ PROTECTION WORK AND THE EXISTING CONDITIONS, THE AUTHORITY HAVING JURISDICTION AND TO � 112 E -.,��` FIRE SPRINKLER REVIEWING AUTHORITY: BECOME TOTALLY FAMILIAR WITH DISCONNECTIONS, PROVIDE GUIDANCE FOR BIDDING. THE CONTRACTOR �, KAREN MOHLING, DEPUTY FIRE MARSHAL REMOVALS, RELOCATIONS AND/OR RECONNECTIONS SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP t ``„, . (503) 259-1512 OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, DRAWINGS AS REQUIRED BY SPECIFICATION SECTION AND CONDITIONS IN THE PROPOSAL FOR THIS 01330. CONTRACTOR SHALL BASE SHOP DRAWING N L ~'�-`, CROSS CONNECTION CONTROL AUTHORITY: PROJECT. NO EXTRA COMPENSATION WILL BE PAID DESIGN ON THE FIRE PROTECTION DRAWINGS AND IL `. TINA ALEXANDER, TUALATIN VALLEY WATER DISTRICT FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL ; a `' ---___ (503) 848-3026 AND/OR ALLOWANCE. INCLUDE ALL NECESSARY ELEVATIONS, HANGER �_`` LOCATIONS, PIPE LENGTHS, DIMENSIONS, FABRICATION Cill) 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE METHODS/NOTES, MATERIAL DATA, AND ANY OTHER 2 `_�''''-~��, ALL EXISTING FIRE PROTECTION COMPONENTS NOT INFORMATION NECESSARY TO CLARIFY THE INTENT OF- " . --___ INTENDED TO BE REUSED. INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE � ~"~~~ 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO - CONFIGURATIONS AS SHOWN. ANY ALTERNATES IN sFx '``__- AN APPROVED DUMPING SITE AND CLEAN ALL FIRE DESIGN OF THE SYSTEM OR IN MATERIALS OR • -...„"~- NFPA STANDARDS EDITION PROTECTION WORK PRIOR TO PROJECT COMPLETION. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA `�'V `'--172, �.., NFPA 13 2013 THE REQUEST FOR INFORMATION PROCESS BY THE "v/0071 -�~ 4. PERFORM ALL WORK ACCORDING TO THE PROJECT FIRE PROTECTION ENGINEER OF RECORD PRIOR TO c P ' S S �'„-,~ REFER TO SHEET Cl FOR APPLICABLE BUILDING CODES PHASING SCHEDULE INFORMATION FOR THIS PROJECT. ANY BIDDING, FABRICATION, OR INSTALLATION. ��,` �aGlntE�`rip „``--,,, PROVIDE ALL NECESSARY FIRE PROTECTION WORK, w �`, �- 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE `t- 84639PE - _ !_ TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, � MEANS NECESSARY, TO CONFORM TO THE REQUIRED _ �� CONSTRUCTION PHASING OF THE PROJECT. DRAINS, TEST POINTS, ETC., WITH ALL 2 0 ' ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND �k OREGON v EXISTING 8" EXISTING 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR ELECTRICAL COMPONENTS. OBSTRUCTIONS TO s `.. Ei4 oe ti q' FIRE SPRINKLER 00 1°. �, \ BACKFLOW REPLACING ITEMS DAMAGED DURING DEMOLITION AND SPRINKLER DISCHARGE MUST BE CONSIDERED DURING `9�y �s�� CONSTRUCTION. SHOP DRAWING PRODUCTION AND INSTALLATION. rf, �, LEAD IN PREVENTER EXTRA SPRINKLERS MAY BE REQUIRED AT NO - \ EXPIRES:12/31/2017 �I 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH ADDITIONAL COST TO THE OWNER. REFER TO �, so. -ti' �� ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPECIFICATION FOR ADDITIONAL REQUIREMENTS. RETAIL 1 % SPRINKLER FROMPIPING OR EQUIPMENT IS REMOVED AND 3. SUBMIT A REQUEST FOR INFORMATION (Rn), FOR Mar 10 �' VACATEDTHESE HOLES. fI = QUESTIONS RELATED TO THE FIRE PROTECTION r✓ �—I� _ �r 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND DOCUMENTS. 4/ RETAIL Z MAINTAINING FIRE DEPARTMENT ACCESS ROADS r J_______u_____ 3 THROUGHOUT THE PROJECT. 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM HENDERSOI \ .0 ►- CHORD OF THE BAR JOISTS. E N G I N E E R "I 400 -% = - = i. Ltn=rrr=rrrrrrrmmrr=3-r-vtrT- 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE EXISTING FIRE 1.1:1 - - DEMOLITION SHALL BE LEFT IN SERVICE. 5. PROVIDE FIRE PROTECTION AS REQUIRED BY CODE 83451ENEXADRIVE,SUITE 300 DEPARTMENT FOR ANY TEMPORARY STRUCTURES BUILT DURING IENEXA,KS 66214 9. ALL WORK SHALL BE PERFORMED SO AS TO NOT CONSTRUCTION. TEL 913 742 5000 FAX 913 742 5001 CONNECTION s ' INTERRUPT SERVICE. THE CONTRACTOR SHALL www.hei-eng.com 1 [1 PROPERLY NOTIFY THE LANDLORD, THE LESSOR AND 6. SPRINKLER SYSTEMS ARE MONITORED BY AN 1592095935 EXISTING fi" ADJACENT TENANTS A MINIMUM OF 48 HOURS IN OFF-SITE CENTRAL STATION INCLUDING TAMPER ADVANCE BEFORE PROCEEDING WITH THIS WORK. SWITCHES ON ALL CONTROL VALVES AND FLOW LINE TO ALL WORK SHALL BE SCHEDULED IN ADVANCE. SWITCHES. fry. REMOTE FDC 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME END OF EACH WORKDAY. THAT ANY CURTAIN BOARDS OR DRAFT CURTAINS I (II 111 El WILL BE INSTALLED PRIOR TO THE SPRINKLER PIPING. 11. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER THE SCOPE OF THE PROJECT HAVE BEEN SHOWN. PENETRATIONS OF THE CURTAIN BOARDS OR DRAFT INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT CURTAINS AND SEALING WITH APPROVED FIRE BEING MODIFIED AS A PART OF THIS PROJECT. CAULKING. /1W W �, , 12. SPRINKLER CONTRACTOR TO SUBMIT AND RECEIVE 8. PENETRATIONS OF RATED WALLS OR ASSEMBLIES APPROVAL OF FULL SHOP DRAWINGS TO HENDERSON SHALL BE "FIRE CAULKED" WITH APPROVED CAULKING . /1 ENGINEERS PRIOR TO FABRICATION AND PER METHODS REQUIRED BY THE AUTHORITY HAVING 0 D = ( 1 �°'"'�'� J� INSTALLATION. JURSDICTION, AND PROJECT SPECIFICATIONS. ' S ®J ��/ J t J ('�' f 9. THE FIRE PROTECTION ENGINEER OF RECORD WILL EARTHQUAKE BRACING FAILURE NOT BE TO CARRY LOUT E OTHE CONSTRUCTION R THE 'WORK IN 1 i -"'�! G:::3G:::3ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR r t i I r,. ,� I , SHALL THEY BE REQUIRED TO SUPERVISE THE ,, I EARTHQUAKE BRACING REQUIRED ON SPRINKLER CONDUCT OF THE WORK, THE CONSTRUCTION I h PIPING BY BUILDING CODE. CONTRACTOR TO PROCEDURES AS SET FORTH BY THE GENERAL VERIFY EARTHQUAKE BRACING INSTALLATION CONTRACTOR, SUB-CONTRACTORS, THEIR RESPECTIVE MEETS NFPA 13-2013 INCLUDING EMPLOYEES, OR ANY OTHER PERSON AT THE JOBSITE MANUFACTURER'S RECOMMENDATIONS. OTHER THAN THE ENGINEERING FIRM'S OWN ADDITIONAL BRACING MAY BE REQUIRED DUE TO EMPLOYEES. - J ii Ci FIELD ADJUSTMENTS, VARYING BRACING ANGLES, DISTANCES TO JOISTS, AUTHORITIES HAVING 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE JURISDICTION, ETC. ELECTRICAL ROOMS. NO MAIN PIPING SHALL PENETRATE OR PASS ABOVE THE ELECTRICAL ROOMS. I- [11 11 111 Z 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION W DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO W c THESE PLANS BECOME NECESSARY TO PROPERLY = ��. COORDINATE THE SYSTEM WITH, OTHER TRADES, IT O Z o ° WILL BE THE CONTRACTOR'S RESPONSIBILITY TO cc (0.1 1. OBTAIN APPROVAL OF THESE CHANGES BY THE AHJ, �-+ I- w Walmart • I AND THE FIRE PROTECTION ENGINEER OF RECORD. IN - N ADDITION TO OBTAINING THE NECESSARY APPROVALS, F.-. I- —�// o 0 4t593 THE CONTRACTOR MUST MAKE NOTE OF ALL FIELD w Q U. coCi ce °®+ OR COORDINATION CHANGES ON THE INSTALLATION 3 Z W Q Q ..."---- DRAWINGS. ONCE COMPLETE, THE CONTRACTOR SHALL o W 8 C7 =") SUPPLY ONE COPY OF AS-BUILT DRAWINGS TO THE 13•- I- r'• 1' FIRE PROTECTION ENGINEER OF RECORD FOR THEIR CP USE. / CP 12. THE CONTRACTOR SHALL DIVERT ALL DRAIN AND INSPECTORS TEST CONNECTION DISCHARGE AWAY FROM FINISHED SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE CONTRACTOR WILL BE _ BACKCHARGED FOR ANY REPAIR, REPLACEMENT, OR LI( / �,, CLEANING OF RUST STAINS ON PAVEMENT/CONCRETE � DUE TO WATER DISCHARGE FROM SPRINKLER SYSTEM N\i \". i IY....11 1.-.. DRAIN DOWNS. 13. ALL HANGER CONNECTIONS SHALL BE MADE TO THE DATE CHORD OF STRUCTURAL JOIST UNLESS NOTED , ---=1' r' OTHERWISE. USE OF SAMMY SCREWS INTO ROOF DECK ' OR STRUCTURE IS PROHIBITED UNLESS OTHERWISE i CRA CilNOTED. SHEET INDEX CADD FlE SHEET TRIE SWHERMc0 , ,Fl VERIZON FIRE SITE PLAN VERIZON F2 VERIZON OVERALL FIRE SPRINKLER PLAN FIRE I F3 VERIZON FIRE SPRINKLER PLAN SITE F4 VERIZON FIRE SPECIFICATIONS PLAN rR• REFERENCE ONLY ..,,,,BCS .i NOT APPROVED WITH THIS PERMIT °COPYRIGHT -SCR,,,INC.AIL RIGNF3 RESERVED 0 30 60 120 UNDERGROUND PIPING SHOWN FOR SHEET FIRESITE UTILITY PLAN ; REFERENCE ONLY. REFER TO EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH 01" = 6O'-O" 'C:: IMMO CIVIL DOCUMENTS FOR ADDITIONAL AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS. THE 011 IP �.� INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS FAILURE TO ACQUAINT HIMSELF WITH ALL DRAWINGS AND PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL SPECIFICATIONS DOES NOT RELIEVE THE CONTRACTOR'S fcz CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO THE FAILURE TO FAMILIARIZE WORKERS WITH ALL DRAWINGS AND W CONTRACTOR'S FAILURE TO HAVE KNOWLEDGE OF EXISTING SPECIFICATIONS. SITE CONDITIONS. z Q W SPRINKLER SYMBOL LEGEND . SYMBOL SIZE MFR MAKE S.I.N.S.LN. FINISH STYLE TEMP K-FACTOR PROTECTION CRITERIA BASED ON 2013 NFPA 13 i � z SYMBOL DESCRIPTION 0 1/2" RECESSED TYCO TY-FRB TY3231 WHITE STYLE 10 155 5.6 `� HOSE MAXIMUM SPRINKLER 3 - OCCUPANCY DENSITY ALLOWANCE SPACING DESIGN BASIS HYDRAULIC REFERENCE NODE POINT , " PENDENT CLASSIFICATION (GPM) (SQ FT) 0 1/2 TYCO TY—FRB TY323i WHITE 401 ESC 155 5.6 EXISTING VARIES VARIES VARIES ---- BRASS --- ____ �, ` TENANT SPACES (ORDINARY HAZARD GROUP 2) 0.20/1500 SQ FT 250 130 CLASS 1-1V TO 5'-0"; 13:TABLE 13.2.1 � CAP ��' UPRIGHT � �' 0 RISER NIPPLE/DROP NIPPLE DEMO VARIES VARIES ---- -- EXISTING __ ___ PENDENT ri L - N j SPRINKLER RISER ", i aft U(a 441.11I�% o-- INSPECTOR'S TEST/AUXILIARY DRAIN '. 1 HANGERPt:m:1 0.7 d� N s 14 aQ t .= ■ HANGER ASSEMBLY \\1 TRAPEZE HANGER PERPENDICULAR TO JOIST sEx HANGER ASSEMBLY 1" OUTLET 11 V\� TRAPEZE HANGER PARALLEL TO JOIST ' 1" OUTLET Ilk I I __ SPRINKLER MAIN L J _ _ �` NEW CONNECTION `ti �N� Fsr�p BRANCHLIKE =- ;` R �, �1 ARM OVERII— NEW SPRINKLER PIPE 84639PE 9< " 1" ARM OVER � �� I EXISTING SPRNKLER PIPE-") I — DEMO SPRINKLER PIPE = 1"__// SHOULDER NIPPLE j ---I N6'":11/41 d^E�s � CEILING � !' �� \ CEILING \ i CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME EXPIRrS:12J31r2o17 1" GLOBE VALVE I �i i SIZE, K-FACTOR AND TEMPERATURE CLASSIFICATION _ _ 1 UNLESS PROHIBITED BY THE SPECIFICATIONS. _Za'i ///ji-- Y/, ////////////z _ •' Mar 1 2017 -•_ I I ko 5-, VI'''''..."'"---PENDENT PENDENT SPRINKLER -) : SPRINKLER / CHAIN-HUNG SIGNAGE o PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE HENDERSOI / MUST BE VISIBLE AT WHEN ARMOVER LENGTH EXCEEDS 12-INCHES AND SYSTEM STATIC PRESSURErirgdi 1" PLUG �,► /` ALL AREAS PROVIDE HANGER ASSEMBLY THAT PREVENTS UPWARD MOVEMENT OF THE PIPE WHEN ARMOVER LENGTH EXCEEDS 12-INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER ENGINEERS.. zAT THE SPRINKLER EXCEEDS 100 PSI. PROVIDE HANGER WHEN ARMOVER LENGTH EXCEEDS 24-INCHES AND SYSTEM STATIC PRESSURE AT THE NN LENGTH EXCEEDS 24-INCHES AND SYSTEM STATIC PRESSURE AT THE SPRINKLER DOES NOT EXCEED 100 PSI. 8345 LENEXA DRIVE,SUITE 300 SPRINKLER DOES NOT EXCEED 100 PSL ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS LENEXA,KS 4 ARRANGEMENT SHOWN IS SCHEMATIC. MODIFY TO SUIT CONDITIONS AND MEET AND MEET APPLICABLE CODE REQUIREMENTS. TEL 913 742 5000 FAX X 9913 742 5001 APPLICABLE CODE REQUIREMENTS, www.hei-eng.com E/`u I S T I N G 1592095935 4 AUXILIARY DRAIN PENDENT SPRINKLER PENDENT SPRINKLER ARMOVER NTS 0 NTS 41111 NTS 0 0 0 0 0 0 0 0 0 0 j I j I I 1 I 1 j 1 1 1 i j I j j j j j j I j 4111114111111k- Wili, j 1 j 1 j I I j ! 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THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS FAILURE TO ACQUAINT HIMSELF WITH ALL DRAWINGS AND PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL SPECIFICATIONS DOES NOT RELIEVE THE CONTRACTOR'S OVERALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NOT FI R E SPRINKLER PLAN 0 �' 8' 12' %t ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO H .ter ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO THE FAILURE TO FAMILIARIZE WORKERS WITH ALL DRAWINGS AND F2 w 1/8 = 1 -0 SCALE; 1 f 8 =1 -0 ..I �., CONTRACTOR'S FAILURE TO HAVE KNOWLEDGE OF EXISTING SPECIFICATIONS. SITE CONDITIONS. z a w v, 1 /...0 KEYNOTES s c 13.910 REMOVE EXISTING PENDENT SPRINKLER AND ASSOCIATED PIPING. CAP g REMAINING OUTLETS NOT INTENDED FOR REUSE. 00 13.970 PROVIDE NEW PENDENT SPRINKLERS IN «i y THIS AREA. CONNECT TO EXISTING SPRINKLER PIPING. 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I ! �►NO. 112// 1!�/ 11 iILI ,i 112 J! 1t�1 JJ 11�// 1�1 1! _ ;L1 X12 Jf 112/J , 112 f1 1 y21r t� 1 9 0 0 11 1 ii i i II 1 1 i 9 0 0 4-1 �/ 777�� 10 0 0 0 10 0 3-0 6-11 ' _ _� „� _� f i i SHEET IRE 1111111111 II Ell ! ! VERIZON r l ! ti [.. FIRE �� -' w� Ll11 ' _ ' �, ; F SPRINKLER / 0 11 11 ,./ -411111111rifir PLAN _--' I I , u_,.� , , i r11111REFERENCE ONL I�' 1 ! I ; NOT APPROVED WITH THIS PERMIT BCRA OCOPYRIGHT .OCR&INC.ALL RIGHTS RESERVED SHEET F' RE SPRINKLER FIRE SPRINKLER EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS. THE NEW VVORK PLAN o 2' 4' 6' V IV 1 O PLAN O 2' 4' �, CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS FAILURE TO ACQUAINT HIMSELF WITH ALL DRAWINGS AND PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL SPECIFICATIONS DOES NOT RELIEVE THE CONTRACTOR'S Li I V -�� I V V ,r CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ' 1/4" = 1'-0" SCALE: 1/4 —1 —0 1/4" = 1'-0" SCALE: 1/4 =l'—.0 ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO THE FAILURE TO FAMILIARIZE WORKERS WITH ALL DRAWINGS AND ``' CONTRACTOR'S FAILURE TO HAVE KNOWLEDGE OF EXISTING SPECIFICATIONS. F3 d SITE CONDITIONS. z a LJ es.. SECTION 15C: AUTOMATIC SPRINKLER SYSTEM: - '-`' M C 15C GENERAL THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COORDINATING 15C MATERIALS AND INSTALLATION UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, EACH 2 , SYSTEM LAYOUT WITH OTHER CONTRACTORS. CHANGES TO SYSTEM SYSTEM SHALL BE TESTED IN CONFORMANCE WITH LOCAL CODE 15C GENERAL REQUIREMENTS DESIGN DUE TO LACK OF COORDINATION SHALL BE PAID FOR BY THIS 15C PRODUCTS REQUIREMENTS. THE CONTRACTOR SHALL FURNISH ALL LABOR AND g CONTRACTOR. EQUIPMENT REQUIRED TO PROPERLY TEST ALL SPRINKLER EQUIPMENT ,�, ALL REQUIREMENTS UNDER THE GENERAL AND SUPPLEMENTARY ALL FIRE PROTECTION SYSTEM COMPONENTS SHALL BE INSTALLED UNDER THIS CONTRACT, AND HE SHALL ASSUME ALL COSTS �'i CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS DESIGNS REQUIRING CUTTING OF STRUCTURAL MEMBERS FOR UNDERWRITER'S LABORATORIES LISTED FOR THEIR INTENDED USE. INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING n t SECTION. EACH CONTRACTOR SHALL BE RESPONSIBLE TO PASSAGE OF SPRINKLER PIPES OR HANGERS SHALL NOT BE ALL DAMAGE RESULTING THEREFROM. 4 THOROUGHLY BECOME FAMILIAR WITH ALL ITS CONTENTS AS TO ACCEPTED. WHEN DESIGN APPEARANCE OR SIMILAR ASPECTS 15C PIPING AND COMPONENTS 4,1 4 CODES AND REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. REQUIRE CUTTING, DUE TO ECONOMY, IT SHALL BE HELD TO AN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE AUTHORITY ,,. = THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL, ABSOLUTE MINIMUM AND DONE ONLY WITH THE ARCHITECT AND SPRINKLER PIPING 2-1/2" AND LARGER SHALL BE SCHEDULE 10 OR HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR STRUCTURAL ENGINEER'S WRITTEN APPROVAL. ANY EXCESSIVE SCHEDULE 40 BLACK STEEL. SPRINKLER PIPING 2" AND SMALLER SHALL SPRINKLER SYSTEM TESTS. CONCEALED WORK SHALL REMAIN LIII) 4 M REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE REQUIREMENTS OF THIS TYPE SHALL BE IDENTIFIED DURING THE BID BE SCHEDULE 40. PIPES SHALL HAVE WELDED, THREADED, OR UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT DRAWINGS AND SPECIFICATIONS. PERIOD. MECHANICALLY JOINED FITTINGS, BASED ON THE PIPE MATERIAL AND IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON " n SIZE PER NFPA 13 REQUIREMENTS. PORTIONS OF THE WORK MAY BE MADE, AND IF SATISFACTORY, THE PC) THE SPECIFICATIONS WRITTEN HEREIN AND THE ASSOCIATED THE HYDRAULIC AREA OF OPERATION SHALL NOT BE REDUCED AS WORK MAY BE CONCEALED. F.. 'c DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF THE WORK ALLOWED BY NFPA 13 FOR AREAS UTILIZING QUICK RESPONSE ACCEPTABLE ALTERNATIVES TO SCHEDULE 10 AND SCHEDULE 40 PIPE DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN SPRINKLERS. SHALL BE MANUFACTURED TO STANDARDS RECOGNIZED BY NFPA 13. 15C INSTRUCTIONS THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND PIPE SHALL HAVE A CORROSION RESISTANCE RATING OF 1.0 OR SEAL SPECIFICATIONS, THE CONTRACTOR SHALL ADVISE THE ENGINEER OF 15C SHOP DRAWINGS GREATER. CRIMP–TYPE COUPLINGS SHALL NOT BE USED. AFTER COMPLETION OF ALL INSTALLATION, TESTS, ETC., AND PRIOR TO SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THREADABLE THINWALL PIPE WITH CORROSION RESISTANCE RATING THE FINAL ACCEPTANCE DATE, THE CONTRACTOR SHALL INSTRUCT THAT CORRECT PROGRESS OF THE WORK MAY BE ENSURED. REFER SIX (6) COPIES OF SHOP DRAWINGS AND HYDRAULIC CALCULATIONS LESS THAN 1.0 NOT PERMITTED. THE BUILDING OWNER AND HIS SELECTED PERSONNEL IN THE TO SECTION 15B PLUMBING FOR ADDITIONAL REQUIREMENTS THAT SHALL BE FURNISHED TO THE ARCHITECT AND/OR ENGINEER, FOR HIS OPERATION OF THE SPRINKLER SYSTEM AND THE PROCEDURE TO ,,.-- I APPLY TO THIS INSTALLATION THAT ARE NOT WRITTEN HEREIN. APPROVAL. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO ALL PIPING ON THE EXTERIOR OF THE BUILDING AND/OR EXPOSED TO CONDUCT QUARTERLY MAIN DRAIN TESTS AS REQUIRED BY NFPA 25. (cED Pflop, , SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS THE ELEMENTS SHALL BE EXTERNALLY GALVANIZED. SPECIAL CARE SHALL BE TAKEN TO MAKE SURE THE BUILDING ` \.,\(. 1 IN&, �Po 15C DEFINITIONS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF PERSONNEL WILL IMMEDIATELY RECOGNIZE WHETHER THE MAIN VALVE t� 4' 4 THIS TIME FOR RESUBMITTAL IF REQUIRED. 15C SPRINKLERS IS IN AN OPEN POSITION, WILL KNOW HOW TO DRAIN THE SYSTEM, AND Q 84639PE e- FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND WILL KNOW HOW TO TEST THE SYSTEM. THE BUILDING PERSONNEL DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM SPRINKLERS IN AREAS WITH GYPSUM BOARD CEILINGS SHALL BE SHALL ALSO BE MADE FAMILIAR WITH THE EXISTENCE AND CONTENTS ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL WHITE PLATED RECESSED TYPE WITH WHITE ESCUTCHEONS. OF THE SYSTEM MANUAL DESCRIBED IN THIS SPECIFICATION. Z o AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK �L�OREGON 2� INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH SPRINKLERS IN AREAS WITH SUSPENDED ACOUSTICAL CEILINGS SHALL END OF SECTION 15C �'�. �BEf� Og'' THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR WHITE PLATED RECESSED TYPE WITH WHITE ESCUTCHEONS. X41 0 EAS\ ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO PROCEDURES TO BE USED. ! �� ,. DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR SPRINKLERS IN AREAS WITH EXPOSED PIPING MAY BE PENDENT OR OPERATIONS." SHOP DRAWINGS SHALL MEET THE REQUIREMENTS OF NFPA 13 FOR UPRIGHT TYPES WITH ROUGH BRASS FINISH. I>XPIRI$:12/31/2017 WORKING LEVEL DRAWINGS AND SHALL INCLUDE THE FOLLOWING: PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, PROVIDE QUICK RESPONSE SPRINKLERS IN ALL LIGHT HAZARD AREAS. Mar 1 2017 COMPLETE AND READY FOR THE INTENDED USE." 1) SUBMIT WORKING PLANS PER NFPA 13 INCLUDING LAYOUT DRAWINGS OF THE COMPLETE OVERHEAD SPRINKLER SYSTEM 15C SERVICE ENTRANCE FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE INDICATING RELATIONSHIP OF SPRINKLER PIPING AND SPRINKLERS TO FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND ALL OTHER OVERHEAD ITEMS INCLUDING CEILING GRID AND TILES, FIRE PROTECTION SERVICE ENTRANCE IS EXISTING TO REMAIN. CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE LIGHT FIXTURES, DIFFUSERS, REGISTERS, GRILLES, DUCTWORK, HENDERSOI AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE STRUCTURE, SOFFITS, OBSTRUCTIONS, ETC. LOCATION OF RISERS, SPRINKLER SYSTEM RISER IS EXISTING TO REMAIN. WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION PIPING, ETC., SHALL BE AS INCONSPICUOUS AS POSSIBLE AND SHALL ENGINEERS AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE FULFILL ALL FUNCTIONAL REQUIREMENTS. SYSTEM DESIGN ALL EXISTING CONTROL VALVE SUPERVISORY SWITCHES, WATERFLOW GUARANTEE REQUIRED BY THIS DIVISION. CAPABILITIES AND DEMAND SHALL ALSO BE NOTED ON THE DRAWINGS. ALARM SWITCHES AND SPRINKLER SYSTEM EQUIPMENT PANELS 8345 LENEXA DRIVE,SUITE 300 REQUIRING INTERCONNECTION TO THE FIRE ALARM SYSTEM SHALL BE LENEXA,KS 66214 ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE 2) SUBMIT COMPLETE DETAILS AND SECTIONS AS REQUIRED TO PROVIDED BY THIS CONTRACTOR. CONTRACTOR SHALL PROVIDE A TEL 913 742 5000 FAX 913 742 5001 ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE CLEARLY DEFINE AND CLARIFY THE DESIGN, INCLUDING A MATERIALS LINE SEIZURE TYPE AUTOMATIC DIALER (ADEMCO OR EQUAL) AND , www.hei-eng.4om WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN LIST DESCRIBING ALL PROPOSED MATERIALS BY MANUFACTURERS RELATED TELEPHONE WIRING FOR REMOTE MONITORING OF FIRE 1592095935 AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN NAME AND CATALOG NUMBER. SPRINKLER ALARM DEVICES AND OPERATION OF THE NOTIFICATION . THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN APPLIANCE. THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND 3) HYDRAULIC CALCULATIONS. OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, PROVIDE A CABINET CONTAINING SPARE SPRINKLERS AND AND OBLIGATIONS TO, THE "ARCHITECT". 4) PRODUCT DATA FOR ALL FIRE SPRINKLER SYSTEM COMPONENTS. APPROPRIATE WRENCH(ES) PER NFPA 13, AT THE FIRE SPRINKLER CLEARLY INDICATE COMPONENTS TO BE USED WHERE MULTIPLE SYSTEM SERVICE ENTRANCE AREA. AHJ: THE CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING COMPONENTS APPEAR ON THE SAME CUT SHEET. JURISDICTION OVER THE WORK. 15C EXECUTION WHERE REQUIRED BY THE AHJ, CONTRACTOR IS RESPONSIBLE FOR THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED OBTAINING A PROFESSIONAL ENGINEER OR NICET STAMP AND 15C PIPING AND FINISHES SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO SIGNATURE ON THEIR SHOP DRAWING SUBMITTAL. HEI IS NOT THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER RESPONSIBLE AND WILL NOT PROVIDE THIS. PIPING IN AREAS HAVING CEILINGS, OTHER THAN THE UNDERSIDE OF SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR THE ROOF DECK, SHALL BE CONCEALED. PIPING IN AREAS WITHOUT BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, SHOP DRAWINGS SHALL BE PRODUCED USING COMPUTER AIDED CEILINGS MAY BE EXPOSED BUT KEPT AT A MINIMUM DISTANCE FROM Ell, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. DESIGN. HAND DRAWN DOCUMENTS WILL NOT BE REVIEWED OR THE DECK. ALL PIPING SHALL BE CLEAN AND FREE OF RUST. INSTALL APPROVED. SYSTEM SUCH THAT ALL PIPING IS RIGIDLY SECURED AND SUPPORTED. 15C INSPECTION OF SITE ALL DUCTWORK, LIGHTS, STRUCTURAL MEMBERS AND MAIN RUNS OF REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS PIPING SHALL TAKE PRECEDENCE OVER SPRINKLER PIPING. CUTTING THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR OF STRUCTURAL MEMBERS FOR PASSAGE OF SPRINKLER PIPES OR PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE HANGERS WILL NOT BE PERMITTED. ALL HORIZONTAL PIPING IN CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO PROCEDURES SPECIFIED IN DIVISION 1. CONTRACTOR SHALL NOTIFY CEILING SPACE SHALL BE AT AN ELEVATION ABOVE THE TOP OF LIGHT SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST THE ARCHITECT AND ENGINEER THAT THE SHOP DRAWINGS HAVE BEEN FIXTURES AND AIR OUTLETS TO ALLOW FOR ACCESS TO LIGHT OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED FIXTURES AND AIR OUTLETS WITHOUT REMOVING HORIZONTAL PIPING. PRICE. IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME ROUTE ALL SPRINKLER PIPING AND PROVIDE ALL OFFSETS, BENDS, AND AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. ELBOWS AROUND ALL MECHANICAL, ELECTRICAL AND STRUCTURAL 15C SCOPE FOR SUBMITTALS SENT BY E–MAIL, CONTRACTOR SHALL COPY THE MEMBERS AS REQUIRED. ARCHITECT AND ENGINEER'S DESIGNATED REPRESENTATIVES. MODIFY EXISTING WET–PIPE, AUTOMATIC FIRE SPRINKLER SYSTEM CONTRACTOR SHALL ALLOW THE ENGINEER REVIEW TIME AS WHERE EXPOSED PIPING PASSES THROUGH FINISH WORK, CHROME AREA OF WORK SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR PLATED (OR OTHER FINISH ACCEPTABLE TO THE ARCHITECT) SPLIT APPROVED AND STATE LICENSED FOR DESIGN AND INSTALLATION OF SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE WALL PLATES OR ESCUTCHEONS SHALL BE INSTALLED TO FIT SNUGLY FIRE PROTECTION SYSTEMS. THE WORK DONE UNDER THIS SECTION MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND AROUND THE PIPING. WHERE PIPING IS CONCEALED OR INSTALLED IN ' SHALL BE PERFORMED ONLY BY A CONTRACTOR WHOSE WORKMEN SHALL CLEARLY INDICATE THE MATERIALS, PERFORMANCE CRITERIA UNFINISHED AREAS, SUITABLE PLATES SHALL BE PROVIDED AT EACH ARE EXPERIENCED AND REGULARLY ENGAGED IN THE INSTALLATION AND ACCESSORIES BEING PROPOSED. GENERAL PRODUCT CATALOG PENETRATION TO ASSURE EFFECTIVENESS OF CONSTRUCTION AS A OF FIRE PROTECTION SYSTEMS. CONTRACTOR SHALL BE CAPABLE OF DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED FIRE STOP. PREPARING HYDRAULIC CALCULATIONS AND SYSTEM LAYOUTS. PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. ALL OPENINGS FOR PIPING SHALL BE ANTICIPATED AND INDICATED ON SYSTEM SHALL, AT A MINIMUM, BE IN ACCORDANCE WITH THE LATEST 15C ELECTRONIC DRAWINGS THE APPROVED SHOP DRAWINGS. ANY ADDITIONAL CUTTING OF Z EDITION OF NFPA 13, UNDERWRITERS LABORATORIES (UL), AND MUST OPENINGS MUST HAVE THE WRITTEN APPROVAL OF THE ARCHITECT. W BE ACCEPTABLE TO THE OWNER'S INSURER, THE AHJ AND ALL IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, W I N APPLICABLE LOCAL, STATE AND NATIONAL CODES AND STANDARDS. CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING PIPING SHALL BE ROUTED PARALLEL TO MAJOR BUILDING LINES. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF FILES IN AUTOCAD VERSION 14, 2006 OR DXF FORMAT, AS DESIRED, > I-- THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT FROM THE ENGINEER FOR A FEE OF $200 FOR A DRAWING SET UP TO 12 DESIGN SHALL ALLOW FOR SUITABLE DRAINAGE OF SYSTEM, ALL TO 0 Z Z DOCUMENTS SHALL TAKE PRECEDENCE. SHEETS AND $15 PER SHEET FOR A SET OF MORE THAN 12 SHEETS. MEET WITH THE APPROVAL OF THE AFOREMENTIONED AUTHORITIES. IY CONTRACTOR SHALL CONTACT THE ENGINEER TO OBTAIN THE PROVIDE ACCESS PANELS AS REQUIRED. ALL DRAIN LOCATIONS a- O j WORK SHALL INCLUDE, BUT SHALL NOT NECESSARILY BE LIMITED TO NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING REQUIRING ACCESS PANELS SHALL BE APPROVED BY THE ARCHITECT _ N ,� THE FOLLOWING: METHOD AND DRAWING FORMAT. PAYMENT MUST BE RECEIVED PRIOR TO INSTALLATION. I — G] 0 BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. C..) Z C p 1) DESIGN AND INSTALLATION OF A COMPLETE WET–PIPE, AUTOMATIC SPRINKLERS IN SUSPENDED CEILINGS SHALL CENTERED IN CEILING ith..31 Qv) ce FIRE SPRINKLER SYSTEM FOR THE AREA OF WORK SHOWN ON THE 15C RECORD DRAWINGS TILES. SPRINKLER LOCATIONS IN FINISHED AREAS SHALL BE 0 Z W o C47 DRAWINGS OR SPECIFIED HEREIN. APPROVED BY ARCHITECT PRIOR TO INSTALLATION. c F., / h F= DURING PROGRESS OF THE WORK OF THIS SECTION, THIS , 2) PORTIONS OF SYSTEMS SUBJECT TO FREEZING OR TEMPERATURES CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL 15C COORDINATION REVISONS BELOW 40' F SHALL BE PROTECTED AGAINST FREEZING AS REQUIRED , CHANGES MADE IN THE INSTALLATION OF THE SYSTEM. UPON BY NFPA 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS COMPLETION OF THE WORK, ACCURATELY TRANSFER ALL RECORD CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE FIRE AND FOR ALL COSTS INCURRED FROM DAMAGE CAUSED BY FREEZING INFORMATION TO THREE IDENTICAL SETS OF THE APPROVED SHOP SPRINKLER ALARM DEVICES TO THE FIRE ALARM SYSTEM OR FIRE OF THE FIRE PROTECTION SYSTEM. DRAWINGS. INSERT ONE SET INTO EACH COPY OF THE MANUAL SPRINKLER MONITORING PANEL AS REQUIRED. ' DESCRIBED BELOW. 15C SYSTEM DESIGN. COORDINATE ALL SCHEDULING AND WORK WITH OTHER TRADES SO AS 15C SYSTEM MANUAL TO PREVENT CONFLICTS, AND TO ENSURE ORDERLY PROGRESS OF CONTRACTOR SHALL VERIFY DESIGN CRITERIA AND RATING HAZARDS THE WORK, WITH A MINIMUM OF DELAYS. WHEN SPRINKLER PIPING IS WITH THE OWNER'S INSURER PRIOR TO DESIGNING THE SYSTEM. UPON COMPLETION OF THE INSTALLATION, AND AS A CONDITION OF ITS INSTALLED WITHOUT COORDINATING WITH OTHER TRADES AND WATERFLOW AND PRESSURE TEST DATA SHALL BE ACQUIRED BEFORE ACCEPTANCE, CONTRACTOR SHALL COMPILE THREE 8-1/2" BY 11" CONFLICTS OCCUR, SPRINKLER PIPING SHALL BE RELOCATED AS SYSTEM IS CALCULATED AND BE DATED NOT MORE THAN 12 MONTHS MANUALS, FIRMLY BOUND IN HEAVYWEIGHT PLASTIC OR PAPER COVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER TO RESOLVE THE PRIOR TO THE SUBMITTAL OF SPRINKLER SHOP DRAWINGS. TO WITHSTAND HARD USE. LOOSE–LEAF BINDING IS NOT ACCEPTABLE. CONFLICTS. ARRANGEMENTS FOR AND COST OF FLOW TESTS SHALL BE THE MANUALS SHALL BE DELIVERED TO THE ARCHITECT, AND SHALL DATECONTRACTOR'S RESPONSIBILITY. CONTAIN THE FOLLOWING ITEMS: 15C PENETRATIONS HYDRAULIC CALCULATIONS SHALL BE SUBMITTED INCLUDING SUPPLY 1) IDENTIFICATION CLEARLY VISIBLE ON OR THROUGH THE COVER, THE SEAL ALL FIRE PROTECTION FLOOR, WALL AND ROOF PENETRATIONS AND DEMAND GRAPH; ALL HYDRAULIC REFERENCE POINTS AND AREA NAME OF THE PROJECT AND "FIRE SPRINKLER SYSTEM MANUAL". WATERTIGHT AND WEATHERTIGHT. CAULK AROUND FIRE PROTECTION BORA NO. OF APPLICATION SHALL APPEAR ON THE PLAN. CONTRACTOR SHALL PENETRATIONS WITH 3M CP-25, OR APPROVED EQUAL FIRE BARRIER . VERIFY WITH AHJ ANY MINIMUM SAFETY FACTOR REQUIREMENTS. 2) NEATLY TYPED INDEX AT FRONT WITH ALL EMERGENCY CAULK (THICKNESS AS REQUIRED AND RECOMMENDED BY DEMAND SHALL NOT BE LESS THAN 10% BELOW THE SUPPLY AT THE INFORMATION CLEARLY IDENTIFIED. MANUFACTURER) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE– cADD FEE DEMAND POINT, RATED ASSEMBLIES. 3) COMPLETE LIST OF ALL SYSTEM COMPONENTS WITH PROTECT AREA OF WORK, UNLESS NOTED OTHERWISE WITH A WET MANUFACTURER'S NAMES, CATALOG NUMBERS, AND ALL DATA FOR 15C TESTING AND ACCEPTANCE SHEET TITLE TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WITH NFPA 13. ORDERING PARTS. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 2, 0.20 GPM/SF OVER CONTRACTOR SHALL COMPLETE THE AUTOMATIC FIRE SPRINKLER V`' ER I ZON THE HYDRAULICALLY REMOTE 1500 SF AREA. INCLUDE MINIMUM 250 4) ONE COPY OF THE RECORD DRAWINGS, AS DESCRIBED ABOVE. SYSTEM, AS SOON AS POSSIBLE, WHEN BUILDING CONSTRUCTION GPM HOSE ALLOWANCE ADDED AT THE BASE OF RISER. ALLOWS. FOLLOWING SYSTEM INSTALLATION, THE CONTRACTOR FIRE 5) ALL INFORMATION REQUIRED TO SECURE EMERGENCY REPAIRS OR SHALL PLACE THE SYSTEM IN SERVICE. AFTER THE SYSTEM HAS BEEN PROTECT MECHANICAL, ELECTRICAL AND STORAGE AREAS/ROOMS SERVICE. PLACED IN SERVICE FOR CONTINUOUS USE, WATER CHARGES, IF ANY SPECIFICATION ;� WITH A WET TYPE SPRINKLER SYSTEM DESIGNED IN ACCORDANCE WILL BE PAID BY OWNER. WITH NFPA 13. DESIGN SYSTEM FOR ORDINARY HAZARD GROUP 1, 0.15 6) TEST REPORTS AND CERTIFICATES INCLUDE "CONTRACTOR'S GPM/SF OVER THE HYDRAULICALLY REMOTE 1500 SF AREA OR ENTIRE MATERIAL AND TEST CERTIFICATE(S) FOR UNDERGROUND PIPING" AND UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO AREA, WHICHEVER IS SMALLER. INCLUDE MINIMUM 250 GPM HOSE "CONTRACTOR'S MATERIAL AND TEST CERTIFICATE(S) FOR ACCEPTANCE BY THE ENGINEER AND OWNER, THIS CONTRACTOR ALLOWANCE ADDED AT THE BASE OF RISER. ABOVEGROUND PIPING" AS DESCRIBED IN NFPA 13. SHALL MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT ALL REFERENCE ONLY EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE HYDRAULIC 15C GUARANTEE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS NOT APPROVED WITH THIS PERMIT BCRA CALCULATIONS, THE FINAL SYSTEM DESIGN, AND THE LAYOUT OF ALL AND SPECIFICATIONS. i 9 i COMPONENTS OF THE SYSTEM AS REQUIRED FOR APPROVAL BY THE THE ENTIRE INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF OWNER'S INSURER AND THE AHJ. ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. LABOR ALL SPRINKLER PIPING SHALL BE HYDROSTATICALLY TESTED AT A CcopYR,GNT .SCR&INC-ALL RIGHTSRESERVEO (INCLUDING TRAVEL EXPENSES) TO TROUBLE–SHOOT, REPAIR, MINIMUM PRESSURE OF 200–PSI FOR A MINIMUM 2–HOUR PERIOD OF SHEET REPROGRAM, OR REPLACE COMPONENTS SHALL BE FURNISHED BY TIME. CORRECT ANY FAULTY OR LEAKING JOINTS AND PIPE. THE USE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS THE CONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH THIS CONTRACTOR AT NO CHARGE DURING THE WARRANTY PERIOD. OF ANY SUBSTANCE OR MATERIAL ADDED TO THE WATER TO CORRECT LEAKS SHALL NOT BE PERMITTED. CAULKING OF DEFECTIVE JOINTS, AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS. THE CRACKS OR HOLES WILL NOT BE PERMITTED. TESTS SHALL BE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS FAILURE TO ACQUAINT HIMSELF WITH ALL DRAWINGS AND REPEATED AFTER DEFECTS HAVE BEEN ELIMINATED. ALL TESTS SHALL PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL SPECIFICATIONS DOES NOT RELIEVE THE CONTRACTOR'S BE MADE IN THE PRESENCE OF THE AHJ AND/OR THE OWNER'S CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO AUTHORIZED REPRESENTATIVE, ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO ADDITIONAL COMPENSATION SHALL BE ALLOWED DUE TO THE FAILURE TO FAMILIARIZE WORKERS WITH ALL DRAWINGS AND 4 CONTRACTOR'S FAILURE TO HAVE KNOWLEDGE OF EXISTING SPECIFICATIONS. 3 F : SITE CONDITIONS. 7 ALARMS 48" ANNUNCIATOR PANELS 48" CLOCK OUTLETS (CENTERLINE) 84" CONTROLS (CENTERLINE) 48" EXIT SIGNS (WA 80" 36" 48" 72" 144" 16" 24" 26" 48" 48" CEILING 48" 48" 44" 1 0 48", 1 0 36" 16" 6" 16" • DATA WIRE SYMBOL KEY s E • c./ a ti LIGHTING FIXTURE SCHEDULE 4 = I DATA WIRE (CATEGORY 6) i 5t LAMP (PHILIPS) d = 2 DATA WIRES (CATEGORY 6) TYPE CATALOG NUMBER VENDOR VOLTS WATTS ORDER NUMBER QTY MOUNTING DESCRIPTION • 2 Z 2 32 MVOLT ACNP NAWT ACUITY 120/277 59 F32T8XLSPX5OECO 2 SURACE 4' STRIP • = 4 DATA WIRES (CATEGORY 6) ...[::;16. : N 4 NOTE: DATA WIRING 15 TO BE PROVIDED BYn VERZION WIRELESS VENDOR AND IS NOT THE GENERAL CONTRACTORS RESPONSIBILITY. 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I ; I CH I I ' L *COPYRIGHT -SCRA.INC.ALL RIGHTS RESERVED Q I SHEET O 0 REFERENCE ONLY re NOT APPROVED WITH THIS PERMIT '7 REFLECTED CEILING PLAN POWER PLAN in m W Q 21/4" = 1'—O" 1/4" = 1' 0" a Q FitZ o A E2 . to A o e Q o A 3 SECTION 1 6A GENERAL ELECTRICAL REQUIREMENTS: 16A COORDINATION 16A COINCIDENTAL DAMAGE 16A CLEANING 1' '•' REV VERSION V1.03 (1.41 i,.. g t COORDINATE ALL WORK WITH OTHER DIVISIONS AND TRADES SO THAT VARIOUS THE CHECKING AND SUBSEQUENT ACCEPTANCE BY THE ENGINEER AND/OR REPAIR ALL STREETS, SIDEWALKS, DRIVES, PAVING, WALLS, FINISHES, AND OTHER ► aCOMPONENTS OF THE ELECTRICAL SYSTEMS ARE INSTALLED AT THE PROPER TIME, ARCHITECT OF SUBMITTALS SHALL NOT RELIEVE RESPONSIBILITY FROM THE FACILITIES DAMAGED IN THE COURSE OF THIS WORK. REPAIR MATERIALS SHALL IN ADDITION TO THE REQUIREMENTS OF DMSION 1 (GENERAL REQUIREMENTS}, o 1 6A GENERAL REQUIREMENTS MATCH EXISTING CONSTRUCTION. ALL BACKFILLING AND REPAIRING SHALL MEET REMOVE FROM THE PREMISES DIRT AND REFUSE RESULTING FROM THE ALL REQUIREMENTS UNDER DIVISION 1 (GENERAL REQUIREMENTS) AND THE FIT THE AVAILABLE SPACE, AND ALLOW PROPER SERVICE ACCESS TO ALL CONTRACTOR FOR: (1) DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS, (2) ERRORS IN DIMENSIONS, DETAILS, SIZES OF EQUIPMENT, OR QUANTITIES, (3) ALL REQUIREMENTS OF THE OWNER, CITY AND OTHERS HAVING JURISDICTION. GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS APPLY TO EQUIPMENT, REFER U PERFORMANCE OF THE ELECTRICAL WORK, AS REQUIRED, TO PREVENT ALL DRAWINGS, INCLUDING BUT NOT LIMITED TO CML, ACCUMULATION. COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT THIS SECTION AND DIVISION. WHERE THE REQUIREMENTS OTHIS SECTION AND ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND PLUMBING, AND TO RELEVANT OMISSIONS OF COMPONENTS OR FITTINGS, AND (4) NOT COORDINATING ITEMS WITH REPAIR WORK SHALL BE THOROUGHLY FIRST CLASS ALL TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, MAKE A FINAL CLEANUP OF DIVISION EXCEED THOSE OF DIVISION 1 (GENERAL REQUIREMENTS), THIS SECTION EQUIPMENT SUBMITTALS AND SHOP DRAWINGS TO DETERMINE THE EXTENT OF ACTUAL BUILDING CONDITIONS AND ADJACENT WORK. CONTRACTOR SHALL DIRT AND REFUSE RESULTING FROM THE WORK. CLEAN ALL MATERIAL AND E 1 CLEAR SPACES. MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS, AND REQUEST AND SECURE WRITTEN ACCEPTANCE FROM THE ENGINEER AND 1 6A CUTTING AND PATCHING EQUIPMENT INSTALLED UNDER THIS DIVISION. REMOVE DIRT, DUST, PLASTER, "' AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY FAMILIAR WITH ALL THEIR OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING RACEWAYS IN ARCHITECT PRIOR TO IMPLEMENTING ANY DEVIATION. CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION, SECTION OR BOTH. THE MANNER ANTICIPATED IN THE DESIGN. PROVIDE MATERIALS WITH TRIM THAT FOLLOWING THE REQUIREMENTS IN DIVISION 1 (GENERAL REQUIREMENTS), CUT STAINS, AND FOREIGN MATTER FROM ALL SURFACES. TOUCH UP AND RESTORE ALL WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, DAMAGED FINISHES TO THEIR ORIGINAL CONDITION. t WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY 16A ELECTRONIC DRAWING FILES WALLS, FLOORS, CEILINGS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED � � APPLIANCES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE ELECTRICAL INSTALLED. TO PERFORM WORK UNDER THIS DIVISION. OBTAIN PERMISSION OF THE ENGINEER, 1 6A ADJUSTING. ALIGNING AND TESTING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, OWNER, OR BOTH, BEFORE DOING ANY CUTTING. CUT ALL HOLES AS SMALL AS ,� - INFERRED TO BE NECESSARY TO FACILITATE EACH SYSTEM'S FUNCTIONING AS 1 6A ORDINANCES. CODES. AND STANDARDS AT THEIR OPTION, OBTAIN ELECTRONIC PLAN VIEW DRAWING FILES IN AUTOCAD OR POSSIBLE. PATCH WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS PoNimoiIMPLIED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. REQUIRED BY WORK UNDER THIS DIVISION. ALL PATCHING SHALL BE THOROUGHLY ADJUST, ALIGN, AND TEST ALL ELECTRICAL EQUIPMENT ON THIS PROJECT PROVIDED R!� DXF FORMAT FROM THE ENGINEER FORA SHIPPING AND HANDLING FEE OF $200 FOR �5 FIRST CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION, UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS FOR •r 41 COMPLY, AT A MINIMUM, WITH NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) A DRAWING SET UP TO 12 SHEETS AND X15 PER SHEET FOR EACH ADDITIONAL THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, STANDARDS, STATE AND LOCAL BUILDING CODES, AND ALL OTHER APPLICABLE SHEET. CONTACT THE ARCHITECT FOR ARCHITECT'S WRITTEN AUTHORIZATION. INCLUDING FIRE RATINGS IF APPLICABLE. INSTALLATION OR WIRING UNDER THIS DIVISION FOR PROPER OPERATION. AND PORTIONS OF THE WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF CODES AND ORDINANCES FOR PERFORMANCE, WORKMANSHIP, EQUIPMENT, AND CONTRACTOR SHALL COMPLETE AND SEND THE FORM ATTACHED AT THE END OF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND MATERIALS. ADDITIONALLY, COMPLY WITH RULES AND REGULATIONS OF PUBLIC THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO HENDERSON ENGINEERS, 16A ROUGH-IN TEST ALL SYSTEMS AND EQUIPMENT ACCORDING TO THE REQUIREMENTS IN NETA REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. UTILITIES AND MUNICIPAL DEPARTMENTS AFFECTED BY CONNECTION OF SERVICES. INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING METHOD AND DRAWING ATS (LATEST EDITION) AND ALL,ADDITIONAL REQUIREMENTS SPECIFIED IN FORMAT ON THE ATTACHED FORM. IN ADDITION TO PAYMENT, ARCHITECT'S COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH OTHER DIVISIONS. CONCEAL FOLLOWING SECTIONS. DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE ALL RACEWAYS EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE INDICATED SEM. , CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. WHEREVER RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. ON THE DRAWINGS. MAINTAIN THE FOLLOWING ON THE PROJECT PREMISES AT ALL TIMES: A TRUE RMS ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEYREADING VOLTMETER, A TRUE RMS READING AMMETER, AND A MEGOHMMETER REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, OR BOTH, EXCEED THOSE INSULATION RESISTANCE TESTER. PROVIDE TEST DATA READINGS AS REQUESTED P ALSO CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL OF THE ABOVE ITEMS, THE REQUIREMENTS OF THESE SPECIFICATIONS, DRAWINGS, 1 6A OPERATION AND MAINTENANCE MANUALS 1 6A SUPPORT SYSTEMS �c�tD PR Opp ARRANGEMENT OF THE EQUIPMENT, FIXTURES, OUTLETS, AND CIRCUITS WITHOUT OR AS REQUIRED BY THE ENGINEER. �' GINE 'n SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL OR BOTH, SHALL GOVERN. CODE COMPLIANCE, AT A MINIMUM, IS MANDATORY. 1. STEEL SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA-3, c ,,‘..\ N F'g QL CONSTRUE NOTHING IN THESE CONSTRUCTION DOCUMENTS AS PERMITTING WORK PRIOR TO SUBSTANTIAL COMPLETION OF THE PROJECT, FURNISH TO THE <4., LINES, AND OTHER INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A GUIDE NOT IN COMPLIANCE, AT A MINIMUM, WITH THESE CODES. ARCHITECT, FOR ENGINEER'S REVIEW, AND FOR THE OWNER'S USE, FOUR (4) FACTORY-FABRICATED COMPONENTS FOR FIELD ASSEMBLY; 12-GAUGE, 1-5/8-INCH 16A EQUIPMENT IDENTIFICATION72336PE yr WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT COPIES OF OPERATION AND MAINTENANCE MANUALS IN LABELED, HARD-BACK BY 1-5/8-INCH. WILL FIT INTO THE DESIGNATED SPACES, AND WHICH WHEN INSTALLED PER PROMPTLY BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, THREE-RING BINDERS, WITH COVER, BINDING LABEL, TABBED DIVIDERS, AND PROVIDE EQUIPMENT IDENTIFICATION NAMEPLATES: MANUFACTURERS' REQUIREMENTS, WILL ENSURE A COMPLETE, COORDINATED, FINISHES: 1- N RULES, REGULATIONS, REFERENCED STANDARDS, AND THESE DOCUMENTS TO THE PLASTIC INSERT FOLDERS FOR RECORD DRAWINGS. INCLUDE LOCAL CONTACTS, ON ALL SWITCHBOARDS, PANELBOARDS, ELECTRICAL EQUIPMENT ENCLOSURES, aG CjREGON oQ SATISFACTORY, AND PROPERLY OPERATING SYSTEM. ARCHITECT'S AND ENGINEER'S ATTENTION FOR FINAL RESOLUTION. CONTRACTOR COMPLETE WITH ADDRESS AND TELEPHONE NUMBER, FOR EQUIPMENT, A. METALLIC COATINGS: HOT-DIP GALVANIZED AFTER FABRICATION AND APPLIEDc� 2 ACCESS DOORS, TRANSFORMERS, DISCONNECT SWITCHES, ENCLOSED CIRCUIT d MER �2• k, WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. APPARATUS, AND SYSTEM COMPONENTS FURNISHED AND INSTALLED UNDER THIS ACCORDING TO MFMA-3. '9 1 6A MEASUREMENTS AND LAYOUTS BREAKERS, MOTOR. STARTERS, FEEDER DEVICES IN SWITCHBOARDS, p,P DIVISION OF THE SPECIFICATIONS. N DISTRIBUTION PANELBOARDS, AND MOTOR CONTROL CENTERS, ETC. PERFORM ALL ELECTRICAL WORK IN COMPLIANCE WITH APPLICABLE SAFETY B. NONMETALLIC COATINGS: MANUFACTURER'S STANDARD PVC, POLYURETHANEr THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS REGULATIONS, INCLUDING OSHA REGULATIONS. ALL SAFETY LIGHTS, GUARDS, AND EACH MANUAL SHALL CONTAIN EQUIPMENT DATA, APPROVED SUBMITTALS, SHOP OR POLYESTER COATING APPLIED ACCORDING TO MFMA-3. EXP ' X6/30/2017 OF THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY WARNING SIGNS REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK DRAWINGS, DIAGRAMS, CAPACITIES, SPARE PART NUMBERS, MANUFACTURER WHERE INDICATED ON THE DRAWINGS. � /� ARE TO BE INTEGRATED WITH OTHER PARTS OF THE WORK. FIGURED DIMENSIONS SHALL BE PROVIDED BY THE CONTRACTOR. OBTAIN AND PAY FOR ALL PERMITS, SERVICE AND MAINTENANCE DATA, WARRANTIES, AND GUARANTEES. C. PAINTED COATINGS: MANUFACTURER'S STANDARD PAINTED COATING APPLIED NAMEPLATES: ' TAKE PRECEDENCE TO SCALED DIMENSIONS. DETERMINE EXACT LOCATIONS BY LICENSES, AND FEES THAT ARE REQUIRED BY THE GOVERNING AUTHORITIES FOR ACCORDING TO MFMA-3. FIELD MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND THE PERFORMANCE OF THE ELECTRICAL WORK. SUBMIT MANUALS PRIOR TO REQUESTING THE FINAL PUNCH LIST AND BEFORE ALL Mar 1 2017 BY REVIEWING ALL CONTRACT DOCUMENTS. CORRECT, AT NO ADDITIONAL COST TO REQUESTS FOR SUBSTANTIAL COMPLETION. D. STAINLESS STEEL: TYPE 304, PER ASTM A240. ENGRAVED, THENASEING COLOR, THREE-LAYER,LOAD,OA, LAMINATED PLASTIC THE OWNER, ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND 1 6A PROTECTION OF EQUIPMENT AND MATERIALS INDICATING NAME OF THE EQUIPMENT,COR CIRCUIT AS DESIGNATED INSPECTION. REFER TO DIVISION 1 (GENERAL REQUIREMENTS) FOR ACCEPTANCE OF ELECTRONIC 2. ALUMINUM SLOTTED SUPPORT SYSTEMS (SLOTTED CHANNEL): COMPLY WITH MFMA- STORE ON THE DRAWINGS AND IN THE SPECIFICATIONS: AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO MANUALS FOR THIS PROJECT. FOR ELECTRONIC MANUALS, CONTRACTOR SHALL 3, TYPE 6063-T6, PER ASTM B221; FACTORY-FABRICATED COMPONENTS FOR FIELD FIELD-APPLIED PERMANENT EPDXY ADHESIVE, COMPATIBLE WITH THE ' SPECIFICATIONS DEFINE THE QUALITATIVE REQUIREMENTS FOR PRODUCTS, JOB SITE IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. FOR SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THIS SECTION AND THE ASSEMBLY; 12-GAUGE, 1-5/8-INCH BY 1-5/8-INCH. MATERIALS, AND WORKMANSHIP UPON WHICH THE CONTRACT IS BASED. MATERIALS AND EQUIPMENT SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, PROCEDURES SPECIFIED IN DIVISION 1 (GENERAL REQUIREMENTS). CONTRACTOR EQUIPMENT FINISH. HENDERSOI ll DAMPNESS, OR TEMPERATURE VARIATIONS, STORE INSIDE IN CONDITIONED SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE MANUALS HAVE BEEN MANUFACTURERS: COOPER B-LINE, ERICO INTERNATIONAL, HILTI, POWER-STRUT, 1 6A DEFINITIONS THOMAS AND BETTS, OR UNISTRUT. SELF-ADHERING, WITH A PERMANENT WEATHERPROOF ADHESIVE. SPACES. FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE POSTED. IF ELECTRONIC MANUAL PROCEDURES ARE NOT DEFINED IN DIVISION 1 ENGINEERS I CONDITIONS, COVER WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR (GENERAL REQUIREMENTS), CONTRACTOR SHALL INCLUDE THE WEBSITE, USER WHENEVER USED IN THESE SPECIFICATIONS OR DRAWINGS, THE FOLLOWING TERMS POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, NAME, AND PASSWORD INFORMATION NEEDED TO ACCESS THE MANUALS. FOR FIELD FABRICATION: ATTACHED WITH STAINLESS STEEL SCREWS AND HARDWARE. ` 8345 LENEXA DRIVE,SUITE 300 SHALL HAVE THE INDICATED MEANINGS: WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN MANUALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND LENEXA,KS 66214 DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR ENGINEER'S DESIGNATED REPRESENTATIVES. WHERE FIELD CUTTING OF STANDARD LENGTHS OF CHANNEL ARE REQUIRED, MAKE ATTACHMENT METHOD SHALL BE ACCEPTABLE TO THE MANUFACTURERS OF THE TEL 913 742 5000 FAX 913 742 5001 FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, CUTS STRAIGHT AND PERPENDICULAR TO MANUFACTURED SURFACES. EQUIPMENT TO WHICH THE NAMEPLATES ARE BEING APPLIED. UNPACKING, ASSEMBLING, INSTALLING, AND SIMILAR OPERATIONS." SHALL FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. www.hei-eng.com 1 6A TRAINING FOR FIELD-CUT OR DAMAGED SURFACES OF COATED CHANNELS, DRESS CUT ENDS, COLOR: BLACK BACKGROUND WITH WHITE LETTERS FOR NORMAL POWER; 1592095935 INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE, INCLUDING, BUT PLUGONORU CAP OPEN ENDS OF CONDUITS WENTILE STORED AND INSTALLEDODURING DAMAGED SURFACES, OR BOTH, WITH AN ABRASIVE MATERIAL (E.G., FILE, GRINDING BACKGROUND WITH WHITE LETTERS FOR EMERGENCY NOT LIMITED TO, AND AS REQUIRED: UNLOADING, UNPACKING, ASSEMBLING, CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, STONE, OR SIMILAR) AND CLEANSER TO REMOVE OILS, RUST, SHARP EDGES, AND POWER. LETTER HEIGHT: 3/8 INCH. THE SYSTEMS. PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION SHARDS. 16A SYSTEM START UP CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND 1 6A SUBSTITUTIONS AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." FOR CHANNEL WITH A FACTORY-APPLIED COATING, RE-FINISH CUT EDGES WITH A MATERIALS, PRODUCTS, AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE COATING COMPATIBLE WITH THE FACTORY FINISH AND AS RECOMMENDED BY THE PRIOR TO STARTING UP THE ELECTRICAL SYSTEMS: PROVIDE: "TO FURNISH AND INSTALL COMPLETE, AND READY FOR THE INTENDED ESTABLISH A STANDARD OF REQUIRED FUNCTION, DIMENSION, APPEARANCE, AND SYSTEM AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; MANUFACTURER (E.G., MANUFACTURER'S TOUCH-UP PAINT OR ZINC-RICH COLD- 1, CHECK ALL COMPONENTS AND DEVICES. USE." QUALITY TO BE MET BY THE PROPOSED SUBSTITUTION. OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO GALVANIZING COMPOUND, AS APPLICABLE). FURNISHED BY OWNER (OR OWNER-FURNISHED) OR FURNISHED BY OTHERS: "AN STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE 16A PENETRATIONS 2. LUBRICATE ITEMS ACCORDINGLY. NO SUBSTITUTIONS WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER INCLUDED IN THE OPERATION AND MAINTENANCE INSTRUCTIONS. 3. TIGHTEN SCREWS AND BOLTS FOR CONNECTORS AND TERMINALS ACCORDING TO INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY AT LEAST TEN (10) CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, COORDINATE SLEEVE SELECTION AND APPLICATION WITH SELECTION AND MANUFACTURER'S PUBLISHED TORQUE-TIGHTENING VALUES. IF MANUFACTURER'S FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S APPLICATION OF FIRE-STOPPING SPECIFIED IN DIVISION 7 (THERMAL AND MOISTURE TORQUE VALUES ARE NOT INDICATED, USE THOSE SPECIFIED IN UL 486E AND WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THEPROTECTION) SECTION "THROUGH-PENETRATION FIRESTOP SYSTEMS." INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION. FOR WHICH SUBSTITUTION IS BEING REQUESTED, AND A COMPLETE DESCRIPTION DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTERUL 486B. OF THE PROPOSED SUBSTITUTION INCLUDING DRAWINGS, CUT SHEETS, SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE ROOFS; ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF PERFORMANCE AND TEST DATA, AND ALL OTHER INFORMATION NECESSARY FOR AN CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION 4. ADJUST TAPS ON EACH TRANSFORMER FOR RATED SECONDARY VOLTAGE WHEN RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, EVALUATION. INCLUDE A STATEMENT SETTING FORTH CHANGES IN OTHER LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. COORDINATE ALL ROOF PENETRATIONS WITH ENGINEER, OWNER, AND AS THE TRANSFORMER IS AT MINIMUM LOAD. MATERIALS, EQUIPMENT, OR OTHER WORK THAT INCORPORATION OF THE ' AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE SUBSTITUTION WOULD REQUIRE. THE BURDEN OF PROOF OF THE MERIT OF THE SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS ADVANCE NOTICE. APPLICABLE, THE ROOFING CONTRACTOR PROVIDING A ROOF WARRANTY. 5, CHECK AND RECORD BUILDING'S SERVICE ENTRANCE VOLTAGE, GROUNDING t ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. PROPOSED SUBSTITUTION IS UPON THE PROPOSER. THE ENGINEER'S DECISION TO CONDITIONS, GROUNDING RESISTANCE, AND PROPER PHASING. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND APPROVE OR DISAPPROVE A SUBSTITUTION IN A BID IS FINAL. 1 6A WARRANTIES KEEP ALL RACEWAY PENETRATIONS WITHIN MECHANICAL EQUIPMENT CURBS OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND WHEREVER POSSIBLE. COORDINATE WITH DIVISION 1 (GENERAL REQUIREMENTS) 6. REPLACE ALL BURNED-OUT LAMPS AND LAMPS USED FOR TEMPORARY OBLIGATIONS TO, THE "ARCHITECT". IF THE PROPOSED SUBSTITUTION IS APPROVED PRIOR TO RECEIPT OF BODS, SUCH WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE WORK. CONSTRUCTION LIGHTING IN PERMANENT LIGHT FIXTURES. APPROVAL WILL BE STATED IN AN ADDENDUM. BIDDERS SHALL NOT RELY UPON TO FAULTY WORKMANSHIP, DESIGN, OR MATERIAL FOR A PERIOD OF 12 MONTHS AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING APPROVALS MADE IN ANY OTHER WAY. VERBAL APPROVAL WILL NOT BE GIVEN. NO FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO FLASH AND COUNTERFLASH ALL OPENINGS THROUGH ROOF, AND/OR PROVIDE PRE- JURISDICTION OVER THE WORK. SUBSTITUTIONS WILL BE CONSIDERED AFTER THE CONTRACT IS AWARDED UNLESS CARRY A LONGER WARRANTY IN THESE CONSTRUCTION DOCUMENTS OR FABRICATED MOLDED SEALS COMPATIBLE WITH THE ROOF CONSTRUCTION 7, AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL SPECIFICALLY PROVIDED IN THE CONTRACT DOCUMENTS. MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL INSTALLED, OR AS REQUIRED BY THE ENGINEER, OWNER, OR ROOFING OPERATING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY DEFECTS OCCURRING WITHIN THE WARRANTY PERIOD(S) AS STATED IN THE CONTRACTOR. ALL ROOF PENETRATIONS SHALL BE LEAKTIGHT AT THE TERMINATION MAKE FINAL ADJUSTMENTS AS NECESSARY. OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROVIDE FACTORY GENERATED POINT-BY-POINT CALCULATIONS FOR ALL EXTERIOR GENERAL CONDITIONS AND DIVISION 1 (GENERAL REQUIREMENTS). OF THE WORK AND SHALL NOT VOID ANY NEW OR EXISTING ROOF WARRANTIES. PROJECT. NATIONALLY RECOGNIZED TESTING LABORATORIES AND STANDARDS LIGHT FIXTURES (PHOTOMETRIC FILES SUPPLIED SO THE ENGINEER CAN GENERATE 16A EXISTING EQUIPMENT REUSE AND REMOVAL LISTED ARE USED ONLY TO REPRESENT THE CHARACTERISTICS REQUIRED AND ARE A POINT-BY-POINT DO NOT SUFFICE FOR THE POINT-BY-POINT CALCULATIONS). ALSO WARRANT THE FOLLOWING ADDITIONAL ITEMS: WALLS AND FLOORS: NOT INTENDED TO RESTRICT THE USE OF OTHER NRTLS THAT ARE ACCEPTABLE TO PROVIDE INTERIOR POINT-BY-POINT CALCULATIONS AT THE DISCRETION OF THE REMOVE ALL EXISTING WIRING, LIGHT FIXTURES, EXPOSED CONDUITS, AND OTHER THE AHJ, AND STANDARDS THAT MEET THE SPECIFIED CRITERIA. ENGINEER. ALL RACEWAYS ARE FREE FROM OBSTRUCTIONS, HOLES, CRUSHING, OR SLEEVES FOR RACEWAYS AND CABLES: ELECTRICAL INSTALLATIONS NOT REUSED PRIOR TO SUBSTANTIAL COMPLETION OF BREAKS OF ANY NATURE. 1. STEEL PIPE SLEEVES: ASTM A 53/A 53M, TYPE E, GRADE B, SCHEDULE 40, THE WORK. HOMERUN: THAT PORTION OF AN ELECTRICAL CIRCUIT ORIGINATING AT A JUNCTION 16A SUBMITTALS GALVANIZED STEEL PLAIN ENDS AND DRIP RINGS. 1- BOX, TERMINATION BOX, RECEPTACLE, OR SWITCH WITH TERMINATION AT AN ALL RACEWAY SEALS ARE EFFECTIVE. EXISTING RACEWAYS MAY BE REUSED IF THEIR POINTS OF TERMINATIONS ARE ELECTRICAL PANELBOARD. NOTE: WHERE MC CABLE [AC90 CABLE] IS UTILIZED FOR SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, . CAST-IRON PIPE SLEEVES: CAST OR FABRICATED "WALL PIPE," EQUIVALENT TO SUITABLE; IF THEY ARE CLEAN INSIDE WITH NO EVIDENCE OF RUST OR BURRS; IF W RECEPTACLE AND/OR LIGHTING BRANCH CIRCUITING LOADS, THE ORIGINATING NOR SHALL THEY CONTAIN THE HEI ENGINEER'S SEAL AND SIGNATURE. THEY SHALL THE ENTIRE ELECTRICAL SYSTEM IS FREE FROM ALL SHORT CIRCUITS AND 2 FREE FROM CRACKS, FLATTENED SECTIONS, OR SHARP BENDS; AND, IF SUITABLY 2 ~ co POINT OF THE HOMERUN SHALL BE AT THE FIRST LOAD IN THE CIRCUIT OR AT A DUCTILE—IRON PRESSURE PIPE, WITH PLAIN ENDS AND INTEGRAL WATERSTOP, i CV NOT BE COPIES OF HEI'S WORK PRODUCT. UNWANTED OPEN CIRCUITS AND GROUNDS. LOCATED TO AVOID CONFLICTS WITH OTHER TRADES OR INSTALLATIONS. W W JUNCTION BOX LOCATED IN AN ACCESSIBLE CEILING SPACE AS CLOSE AS POSSIBLE UNLESS OTHERWISE INDICATED. > i rn CAREFULLY FISH ALL EXISTING CONDUITS REUSED UNDER THIS CONTRACT TO TO THE FIRST LOAD. ASSEMBLE AND SUBMIT FOR REVIEW MANUFACTURER PRODUCT LITERATURE FOR SLEEVES FOR RECTANGULAR OPENINGS: GALVANIZED SHEET STEEL WITH MINIMUM REMOVE ALL DEBRIS AND OBSTRUCTIONS, AND SWAB UNTIL ALL MOISTURE IS 0 Z p z MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR INSTALLED UNDER THIS THE ABOVE WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR 0.052 [0.138] INCH THICKNESS AND OF LENGTH TO SUIT APPLICATION. REMOVED. d0 O THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED DIVISION. LITERATURE SHALL INCLUDE SHOP DRAWINGS, MANUFACTURER PRODUCT REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. I- w in SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE DATA, PERFORMANCE SHEETS, SAMPLES, AND OTHER SUBMITTALS REQUIRED BY 1 6A FIRE-STOPPING CUT, PATCH, AND REPAIR WHERE REQUIRED FOR NEW ELECTRICAL INSTALLATIONS, A ' ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM THIS DIVISION. PROVIDE THE NUMBER OF SUBMITTALS REQUIRED BY DIVISION 1 PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE AND PATCH AND REPAIR ALL SURFACE DAMAGE RESULTING FROM THIS WORK. CUT - I- N CI 0 "APPROVED" SHALL MEAN LABELED, LISTED, CERTIFIED, OR ALL THREE, BY AN NRTL, (GENERAL REQUIREMENTS); IF HARD-COPY SETS ARE PROVIDED, SUBMIT A MINIMUM ARCHITECT, ENGINEER, OR OWNER. SEALANTS AND ACCESSORIES SHALL HAVE FIRE-RESISTANCE RATINGS INDICATED, FLUSH WITH THE FLOOR AND PLUG AT BOTH ENDS RACEWAYS STUBBED ABOVE THE W Z L.[� S p AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. OF SEVEN (7) SETS. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH UL 2079 FLOOR AND NOT USED AT SUBSTANTIAL COMPLETION OF THE WORK. p. Z W a ¢ TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL OR ASTM E 814, BY UNDERWRITERS' LABORATORIES, INC., OR OTHER NRTL cr W O 0 m 1 6A PRE-BID SITE VISIT o WITHOUT REVIEW. WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR ACCEPTABLE TO AHJ. RELOCATE ALL EXISTING ELECTRICAL SYSTEMS REQUIRED TO BE IN OPERATION AT a_ I- �' r-- H a WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD AND ANY ACTIONS THE SUBSTANTIAL COMPLETION OF THE CONTRACT, IF REQUIRED, AS A RESULT OF ' 3 t VISIT THE SITE AND ASCERTAIN THE CONDITIONS TO BE ENCOUNTERED IN SEPARATE SUBMITTALS ACCORDING TO INDIVIDUAL SPECIFICATION SECTIONS. ONLY OWNER MUST TAKE IN ORDER TO MAINTAIN WARRANTY STATUS. EACH WARRANTY MANUFACTURERS: HILTI, RECTORSEAL, SPECIFIED TECHNOLOGIES INC., UNITED WORK INCLUDED UNDER THIS CONTRACT, EVEN IF NOT SPECIFICALLY INDICATED IN ONS INSTALLING THE WORK UNDER THIS DIVISION, VERIFY ALL DIMENSIONS AND RESUBMIT THOSE SECTIONS REQUESTED FOR RESUBMITTAL. PROVIDE SUBMITTALS INSTRUMENT SHALL BE ADDRESSED TO THE OWNER AND STATE THE STATES GYPSUM COMPANY, OR 3M CORP. THE DRAWINGS OR SPECIFICATIONS. z LOCATIONS BEFORE PURCHASING EQUIPMENT OR COMMENCING WORK, AND MAKE IN SUFFICIENT DETAIL SO AS TO DEMONSTRATE COMPLIANCE WITH THESE COMMENCEMENT DATE AND TERM. o DUE PROVISIONS FOR SAME IN THE BID. FAILURE TO COMPLY WITH THIS CONTRACT DOCUMENTS AND THE DESIGN CONCEPT. HIGHLIGHT, MARK, LIST, OR SUBMITTALS cai REQUIREMENT SHALL NOT BE CONSIDERED JUSTIFICATION FOR OMISSION, INDICATE THE MATERIALS, PERFORMANCE CRITERIA, AND ACCESSORIES THAT ARE 1 6A MISCELLANEOUS REMODELING WORK LL ALTERATION, AND INCORRECT OR FAULTY INSTALLATION OF ANY OF THE WORK BEING PROPOSED. ILLEGIBLE SUBMITTALS WILL BE REJECTED AND RETURNED THROUGH AND MEMBRANE PENETRATION FIRESTOPPING SYSTEMS PRODUCT w UNDER THIS DIVISION OR THE ADDITIONAL COMPENSATION FOR ANY WORKWITHOUT REVIEW. SCHEDULE: PROVIDE UL LISTING, LOCATION, WALL OR FLOOR RATING, AND 0. co COVERED BY THIS DIVISION. PROVIDE ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AND NEW ELECTRICAL SYSTEM MODIFICATIONS REQUIRED BECAUSE OF BUILDING INSTALLATION DRAWING FOR EACH PENETRATION FIRE STOP SYSTEM. ✓ TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER a 1 6A MATERIAL AND WORKMANSHIP SCHEDULE. ALLOW TWO WEEKS FOR ENGINEER REVIEW TIME, PLUS TO FROM OPERATION AND NEW CONSTRUCTION. REMOVE ALL ABANDONED CABLES AND / WHERE PROJECT CONDITIONS REQUIRE MODIFICATION TO QUALIFIED TESTING AND LU PROVIDE ALL MATERIAL AND EQUIPMENT NEW AND IN FIRST CLASS CONDITION. MAILING TIME VIA THE ARCHITECT, PLUS A DUPLICATION OF THIS TIME FOR WIRING AND CONDUIT ABOVE ACCESSIBLE CEILINGS AND VENTILATION SHAFTS. INSPECTING AGENCY'S ILLUSTRATIONS FOR A PARTICULAR FIRESTOPPING z PROVIDE MARKINGS OR A NAMEPLATE FOR ALL MATERIAL AND EQUIPMENT RESUBMITTALS, IF REQUIRED. TRANSMIT SUBMITTALS AS SOON AS POSSIBLE AFTER CONDITION, SUBMIT ILLUSTRATION, WITH MODIFICATIONS MARKED, APPROVED BY NOTICE TO PROCEED AND BEFORE ELECTRICAL CONSTRUCTION STARTS. PENETRATION FIRESTOPPING MANUFACTURER'S FIRE—PROTECTION ENGINEER AS 2 IDENTIFYING THE MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO 1 6A BUILDING OPERATION AN ENGINEERING JUDGMENT OR EQUIVALENT FIRE-RESISTANCE-RATED ASSEMBLY. 1111E wESTABLISH QUALITY, SIZE, AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE BEFORE TRANSMITTING SUBMITTALS AND MATERIAL LISTS, VERIFY THAT THE INCLUDE QUALIFICATIONS DATA FOR TESTING AGENCY. FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE WITH AND SUITABLE FOR THE COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE w GENERAL, PROVIDE THE FOLLOWING QUALITY GRADE(S) FOR ALL MATERIALS AND INTENDED VERIFY THAT THE EQUIPMENT WILL FIT THE AVAILABLE SPACE AND ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN a USE.EQUIPMENT. MAINTAIN MANUFACTURER RECOMMENDED SERVICE CLEARANCES. IF THE SIZE OF CONTINUOUS OPERATION. ACCOMPLISH WORK THAT REQUIRES INTERRUPTION OF 16A_ ACCESS DOORS BORA No. a COMMERCIAL SPECIFICATION GRADE EQUIPMENT FURNISHED MAKES NECESSARY ANY CHANGE IN LOCATION, OR BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND CONFIGURATION, SUBMIT A SHOP DRAWING SHOWING THE PROPOSED LAYOUT. ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE PROVIDE ACCESS DOORS IN CEILINGS AND WALLS, WHERE INDICATED OR REQUIRED Q INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A FOR ACCESS OR MAINTENANCE TO CONCEALED EQUIPMENT INSTALLED UNDER THIS ODD FILE £ PROVIDE ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY, AND SUBMITTALS SHALL CONTAIN THE FOLLOWING INFORMATION: MINIMUM OF 7 DAYS IN ADVANCE OF WORK. SECTION. PROVIDE FACTORY-FABRICATED AND ASSEMBLED STEEL DOORS AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE ELECTRICAL WORK. STORE FRAME UNIT WITH SMOOTH, FLUSH, AND CONTINUOUSLY WELDED JOINTS AND AND MAINTAIN MATERIAL AND EQUIPMENT IN CLEAN CONDITION, AND PROTECTED 1. THE PROJECT NAME. 16A EXCAVATION AND BACKFILLING SEAMS, CONCEALED HINGES, FLUSH SCREWDRIVER-OPERATED CAM LOCKS, AND SF�ET TRLE 1 FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ANCHOR STRAPS. O 2. THE APPLICABLE SPECIFICATION SECTION. PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF V F R I Z O N m FURNISH ONLY MATERIAL AND EQUIPMENT THAT ARE LISTED, LABELED, CERTIFIED, UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF MANUFACTURERS: BAR-CO, J.L. INDUSTRIES, KARP ASSOCIATES, MILCOR, NYSTROM C OR ALL THREE, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (NRTL), 3. EQUIPMENT IDENTIFICATION ACRONYM AS USED ON THE DRAWINGS. SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE-IN OR BUILDING PRODUCTS, WADE, OR ZUNI. OBTAIN ARCHITECT'S APPROVAL OF TYPE, E L E C TI \p co I O A L 0 WHENEVER ANY LISTING OR LABELING EXISTS FOR THE TYPES OF MATERIAL AND SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF 0 EQUIPMENT SPECIFIED. 4. THE SUBMITTAL DATE. NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. USE PUMPING SIZE, LOCATION, AND COLOR BEFORE ORDERING. _ _ EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL 1 6A EQUIPMENT FURNISHED BY OTHERS O I - I O A TI O o AT A MINIMUM, GENERAL WORK PRACTICES FOR ELECTRICAL CONSTRUCTION SHALL 5. THE CONTRACTOR'S STAMP, WHICH SHALL CERTIFY THAT THE STAMPED DRAWINGS TRENCHES IN MAXIMUM 6-INCH LAYERS OF WELL TAMPED DRY EARTH IN A MANNER D BE IN ACCORDANCE WITH NECA 1 (LATEST EDITION), "STANDARD HAVE BEEN CHECKED BY THE CONTRACTOR, COMPLY WITH THE DRAWINGS AND TO PREVENT FUTURE SETTLEMENT. PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY x PRACTICES FOR GOOD WORKMANSHIP IN ELECTRICAL CONSTRUCTION". SPECIFICATIONS, AND HAVE BEEN COORDINATED WITH OTHER TRADES. THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF EQUIPMENT oTiiEXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS, SPECIFIED N 16A MANUFACTURERS - - SUBMITTALS NOT SO IDENTIFIED WILL BE RETURNED TO THE CONTRACTOR WITHOUT COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND - W HEREIN, OR BOTH. EQUIPMENT AND ACCESSORIES NOT PROVIDED BY THE ACTION. DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY EQUIPMENT SUPPLIER MAY INCLUDE SUCH ITEMS AS FLEXIBLE CORDS AND PLUGS, 0) IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, SUBJECT DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE AS REQUIRED FOR PROPER OPERATION OF THE COMPLETE SYSTEM, IN BCRA �r_► 0, TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE REFER TO DIVISION 1 (GENERAL REQUIREMENTS) FOR ACCEPTANCE OF ELECTRONIC WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE N MANUFACTURERS SPECIFIED. SUBMITTALS FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. DISPOSE ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. eCOPYRIGHT - ,,,, .,LLRtGgIS SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THIS SECTION AND THE OF EXCAVATED MATERIALS THAT ARE CONSIDERED UNSUITABLE FOR AND SHEET o WHERE A LIST IS PROVIDED, MANUFACTURERS'ARE LISTED ALPHABETICALLY AND PROCEDURES SPECIFIED IN DIVISION 1 (GENERAL REQUIREMENTS). CONTRACTOR SURPLUS OF EXCAVATED MATERIAL, WHICH IS NOT REQUIRED FOR BACKFILL,BACKFILL,ALL TO EE E FOR CORRECT ROESIUPP, AND VERILY M WITH SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SUBMITTALS HAVE BEEN ENGINEER, OWNER'S REPRESENTATIVE,VEQUIPMENTASUPPLIER, OR ALL THREE, o NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. . THE SATISFACTION OF THE ENGINEER. PRIOR TO ROUGH-IN AND SERVICE INSTALLATIONS. a POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 1 WHERE MANUFACTURERS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO (GENERAL REQUIREMENTS), CONTRACTOR SHALL INCLUDE THE WEBSITE, USER '7 COMPLIANCE WITH REQUIREMENTS FROM MANUFACTURERS THAT HAVE BEEN NAME, AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR REFERENCE ONLY L. SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND v Y ACTIVELY INVOLVED IN MANUFACTURING THE SPECIFIED PRODUCT FOR NO LESS ENGINEER'S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW FOR THE NOT APPROVED WITH THIS PERMIT at Q THAN 5 E3 YEARS. ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. o = CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE S a MATERIALS AND/OR EQUIPMENT IN THE SUBMITTAL. 0 � a o 4 A L SECTION 16B BASIC ELECTRICAL MATERIALS AND METHODS (1.1:1 REV VERSION V1A4 SYSTEM VOLTAGEWEATHERPROOF EXTERIOR RECEPTACLES: 24 INCHES ABOVE FINISHED GRADE, HANDLE PADLOCKING DEVICE; FIXED ATTACHMENT FOR LOCKING CIRCUIT168 RACEWAYS 240V AND UNDER, INCLUDING 208Y/120, 120/240, 120/208, AND 240D/120 SYSTEMS: VERTICALLY ALIGNED. BREAKER HANDLE IN ON OR OFF POSITION. USE AS INDICATED ON DRAWINGS. g 16B BUSHINGS AND LOCKNUTS RIGIDLY TERMINATE CONDUITS ENTERING SHEET METAL ENCLOSURES TO THE PHASE A: BLACK METALLIC CONDUIT AND TUBING ENCLOSURE WITH A BUSHING AND LOCKNUT ON THE INSIDE AND A LOCKNUT OR AN PHASE B: RED GFCI RECEPTACLES: SAME AS GENERAL RECEPTACLES MANUFACTURERS: SQUARE D TYPE NQOD OR NF (AS APPLICABLE, BASED ON 3 ELECTRICAL METALLIC TUBING, COUPLINGS, AND FITTINGS (EMT): ANSI C80.3, UL 797. APPROVED HUB ON THE OUTSIDE. CONDUIT SHALL ENTER THE ENCLOSURE PHASE C: BLUE VOLTAGE AND AMPERE RATINGS AND REQUIRED SHORT-CIRCUIT INTERRUPTING ONLY STEEL PRODUCTS ALLOWED. REDUCED WALL EMT IS NOT ALLOWED SQUARELY. NEUTRAL: WHITE ISOLATED GROUND RECEPTACLES: SAME AS GENERAL RECEPTACLES . RATINGS AS SCHEDULED ON THE DRAWINGS) OR APPROVED EQUAL BY EATON, G.E., �e EQUIPMENT GROUND: GREEN OR SIEMENS. FLEXIBLE METAL CONDUIT (FMC): ZINC-COATED STEEL OR ALUMINUM, UL 1. PROVIDE BUSHINGS AND LOCKNUTS MADE OF GALVANIZED MALLEABLE IRON WITH ISOLATED GROUND: GREEN WITH YELLOW STRIPE. SPD RECEPTACLES: SAME AS GENERAL RECEPTACLES gg REDUCED-WALL FMC IS NOT ALLOWED SHARP, CLEAN-CUT THREADS. CLOCK RECEPTACLES: 84 INCHES ABOVE FINISHED FLOOR. 16B CIRCUIT BREAKERS IN EXISTING PANELBOARDS 8 INTERMEDIATE METAL CONDUIT (IMC): HOT-DIP GALVANIZED RIGID STEEL CONDUIT: WHERE EMT ENTERS A BOX, PROVIDE APPROVED EMT COMPRESSION CONNECTORS. CONCRETE BLOCK WALLS: AS LONG AS ADA REQUIREMENTS ARE MAINTAINED, PROVIDE NEW CIRCUIT BREAKERS FOR INSTALLATION IN EXISTING PANELBOARDS, n 16B MC CABLE [AC90 CABLE] DIMENSIONS ABOVE MAY BE ADJUSTED SLIGHTLY AS REQUIRED TO COMPENSATE OF THE SAME MANUFACTURER AND TYPE AS THE EXISTING PANELBOARD CIRCUIT f ANSI C80.6, UL 1242. g USE INSULATED, GROUNDING, OR COMBINATION BUSHINGS WHEREVER FOR VARIABLE JOINT DIMENSIONS SUCH THAT BOTTOM OR TOP OF BOXES, AS BREAKERS. SHORT CIRCUIT CURRENT INTERRUPTING RATING OF ANY NEW BREAKER I.I.LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LFMC): FLEXIBLE STEEL CONDUIT WITH PVC CONNECTION IS SUBJECT TO VIBRATION OR MOISTURE, WHEN REQUIRED BY NFPA METAL-CLAD CABLE (MC CABLE) [AC90 CABLE]: 600V, UNJACKETED; UL STANDARD APPLICABLE, ARE AT BLOCK JOINTS. SHALL BE THE LARGER OF THE EXISTING PANEL RATING OR THE AVAILABLE FAULT LO) a JACKET: UL 360; FITTINGS: NEMA FB 1. 70 [CSA 022.1 AND C22.2], OR BOTH. 83, 1569, AND 1685; NFPA 70 ARTICLE 330 [CSA 22.2 NO. 51]; ALUMINUM OR CURRENT INDICATED ON THE DRAWINGS. GALVANIZED STEEL INTERLOCKED ARMOR; THHN- OR XHHW-INSULATED SWITCHES: RIGID METAL CONDUIT (RMC): CONDUCTORS; COLOR CODE: ICER METHOD 1, WITH GREEN INSULATED GROUNDING 16B CONDUCTORS AND CABLESGENERAL: TOP OF OUTLET BOX A MAXIMUM OF 44 INCHES ABOVE FINISHED FLOOR. LISTED FOR USE IN UL 1, 2, AND 3 HOUR THROUGH-PENETRATION ALL SWITCHES SHALL BE MOUNTED AT THE SAME HEIGHT THROUGHOUT THE 16B DISCONNECT (SAFETY) SWITCHES PCIE- ( ) HOT-DIP GALVANIZED RIGID STEEL CONDUIT (GRS): ANSI C80.1, UL 6. F RESTOPCONDUCTOSYSTEMS. MC CABLE [AC90 CABLE] MANUFACTURERS: AFC CABLE ANNEALED (SOFT) COPPER COMPLYING WITH ICEA S-95-658/NEMA WC70 AND UL PROJECT UNLESS NOTED OTHERWISE. SYSTEMS, ENCORE WIRE CORPORATION, KAF-TECH, OR SOUTHWIRE. HEAVY-DUTYR _ S RIGID ALUMINUM CONDUIT (RAC): ANSI C80.5, UL 6A STANDARDS 44 OR 83 AS APPLICABLE. ABOVE COUNTERS: SAME AS FOR RECEPTACLES. INDID CATEDCT ON RAWINGS ORSWITCHES:HREQUIRE) NEMA! KSI,ED EX�ERNALLY OPERATFUSED ED, VISIBLE-BLADE SAFETY SWITCHES; NEMA ENCLOSURE TYPE INDICATED ON THE PLASTIC-COATED IMC, RMC, AND FITTINGS: NEMA RN 1, NRTL LISTED. COATING TERMINATIONS: TINNED, COMPRESSION TYPE ONLY; NRTL-LISTED CONCRETE BLOCK WALLS: AS LONG AS ADA REQUIREMENTS ARE MAINTAINED, DRAWINGS OR SUITABLE FOR THE ENVIRONMENT IN WHICH INSTALLED. BASED ON THICKNESS OF 0.04 INCHES MINIMUM. FOR COPPER CONDUCTORS AT 75 DEGREES C MINIMUM. 16B MC CABLE [AC90 CABLE] MAY ONLY BE USED; DIMENSIONS ABOVE MAY BE ADJUSTED SLIGHTLY AS REQUIRED TO COMPENSATE FUSIBLE SWITCH AND FUSE SIZES INDICATED, INCLUDE CLASS R, J, OR L FUSE �0, 0 PROP. IMC AND RMC FITTINGS: NEMA FB 1; COMPATIBLE WITH CONDUIT TYPE AND _ - - IN LIEU OF FLEXIBLE CONDUIT AND WIRING FROM LIGHT FIXTURES LOCATED IN FOR VARIABLE JOINT DIMENSIONS, SUCH THAT BOTTOM OR TOP OF BOXES, AS PROVISIONS AS APPLICABLE. ,a, NGINEF' 3/02 APPLICABLE, ARE AT BLOCK JOINTS. L 9 MATERIAL, NRTL LISTED. CONDUCTOR INSULATION TYPES: 90 DEGREE C-RATED, TYPE THHN/THWN-2 OR ACCESSIBLE CEILINGS TO JUNCTION BOXES ATTACHED TO BUILDING STRUCTURE p XHHW-2 COMPLYING WITH IDEA S-95-658/NEMA WC70. DIRECTLY ABOVE THE CEILING. PROVIDE CABLE WHIPS OF SUFFICIENT LENGTHS TOWHERE INDICATED, PROVIDE FUSIBLE SWITCHES PERMANENTLY LABELED AS 72336PE r- MANUFACTURERS: AFC CABLE, ALFLEX, ANAMET ELECTRICAL, ELECTRI-FLEX, ALLOW FOR RELOCATING EACH LIGHT FIXTURE WITHIN A 5 FOOT RADIUS OF ITS EXCEEDINGES H 48 WAINSCOTING:CHSV INCHES MINIMUM ABOVE WAINSCOTING, BUT NOT SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT, WITHFINTEGRAL AND INDALEX, MANHATTAN/CDT/COLE-FLEX, O-Z/GEDNEY, REPUBLIC RACEWAY, TYCO SIZES OF CONDUCTORS AND CABLES INDICATED OR SPECIFIED ARE IN AMERICAN INSTALLED LOCATION, BUT NOT EXCEEDING 6 FEET IN UNSUPPORTED LENGTHS. INCHES ABOVE FINISHED FLOOR. SEPARATE S INDICTRALATED. TEAND GROUNDOOASSEMBLIES, ANYATERE FOR THES SIZES OF INTERNATIONAL, WESTERN TUBE AND CONDUIT, OR WHEATLAND TUBE. WIRE GAGE (AWG - BROWN AND SHARPE). CONDUCTORS INDICATED. DO NOT DOUBLE-LUG TERMINATIONS NOT 20 0� SPECIFICALLY LISTED AS SUITABLE FOR MORE THAN ONE CONDUCTOR. �. OREGON FOR VERTICAL DROPS IN STUD WALLS. TELEPHONE/DATA OUTLET BOXES; NON-METALLIC CONDUIT AND TUBING ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS NO. 8 AWG AND LARGER: PROVIDE SWITCHES WHERE NOT FURNISHED WITH THE STARTING EQUIPMENT, AT O� .R 1 PP�� RIGID NONMETALLIC CONDUIT (RNC): SCHEDULE 40 PVC, 90 DEG C RATED, NEMA TC- STRANDED. IN LIEU OF EMT, ONLY FOR 15A AND 20A BRANCH CIRCUITS (WITH UP TO FOUR (4) GENERAL: MATCH MOUNTING HEIGHT OF ADJACENT WIRING DEVICE LISTED ABOVE. ALL OTHER POINTS REQUIRED BY NFPA 70 [CSA C22.1 AND C22.2], AND WHERE 'mow ,;p 2, UL 651; FITTINGS: NEMA TC 3, TC 6; UL 651, COMPATIBLE WITH CONDUIT/TUBING CONDUCTORS, NOT INCLUDING GROUND CONDUCTOR), AND ONLY IN DRY INDICATED ON THE DRAWINGS. i TYPE AND MATERIAL, NRTL LISTED. ALL CONDUCTORS, NO. 10 AWG AND SMALLER: SOLID COPPER. CONCEALED LOCATIONS ABOVE GRADE, EXCEPT WHERE SPECIFICALLY NOT WALL-MOUNTED TELEPHONE (PUBLIC): ONE AT 48 INCHES ABOVE FINISHED FLOOR EEII30l2017 j PERMITTED BY NFPA 70 [CSA C22.1 AND C22.2], OWNER, LANDLORD, AHJ, OR NOTED AND ONE AT 36 INCHES ABOVE FINISHED FLOOR. MANUFACTURERS: EATON, G.E., SIEMENS, OR SQUARE D. !� ALL BRANCH CIRCUIT WIRING: NOT SMALLER THAN NO. 12 AWG. IF NO CONDUCTOR IN LIST BELOW. • MANUFACTURERS: AFC CABLE, AMERICAN INTERNATIONAL, ANAMET ELECTRICAL, SIZE IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE FOR OTHER THAN WIRING DEVICES, REFER TO PARAGRAPHS, ARTICLES, SECTIONS, AMCO, CANTER, CERTAINTEED, CONDUX INTERNATIONAL, ELECSYS, ELECTRI-FLEX, CONDUCTORS AND CONDUIT SIZED PER NFPA 70 [CSA C22.1 AND C22.2] AND BASED DIVISIONS, OR DRAWINGS TO OBTAIN MOUNTING HEIGHTS FOR SPECIFIC EQUIPMENT 16B SURGE-PROTECTIVE DEVICES (SPD) Mar 1 2017 LAMSON AND SESSIONS, MANHATTAN/CDT/COLE-FLEX, PRIME CONDUIT, RACO, ON THE INDICATED BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE (OCPD) MC CABLE IS PROHIBITED IN ALL USES NOT LISTED ABOVE, OR SYSTEMS. SPIRALDUCT, SUPERFLEX LTD, OR THOMAS AND BETTS. RATING AND NUMBER OF POLES. WHERE NO CIRCUIT SIZE (I.E., CONDUCTORS AND PROVIDE SPD LABELED IN ACCORDANCE WITH THE LATEST EDITIONS OF UL 1283 OCPD) IS INDICATED ON THE DRAWINGS FOR A BRANCH CIRCUIT, PROVIDE THREE 1• EXAMPLES OF THOSE USES INCLUDE, BUT ARE NOT LIMITED TO: 16B WIRING DEVICES AND 1449, INCLUDING THE HIGHEST FAULT CURRENT OF SECTION 37.3 (NRTL 16B RACEWAY INSTALLATION! NO. 12 AWG CONDUCTORS, IN 3/4-INCH RACEWAY, AND A 20A CIRCUIT BREAKER. HOMERUNS TO PANELBOARDS (REFER TO SECTION 16A: DEFINITIONS). RECOGNIZED FOR SPD INTEGRAL TO PANELBOARD). ABOVE GROUND RACEWAY USE THE CATALOG NUMBERS LISTED FOR WIRING DEVICES ARE GENERALLY FOR 20A INSTALL ALL CIRCULAR RACEWAYS CONCEALED ABOVE SUSPENDED CEILINGS OR CONTROL WIRING: STRANDED COPPER CONDUCTORS, 600V INSULATION, OF THE WHERE EXPOSED TO VIEW. RATED DEVICES. WHERE 15A RATED DEVICES ARE INDICATED ON THE DRAWINGS OR SPD SHALL MEET OR EXCEED THE FOLLOWING CRITERIA: HENDERSQI CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE EXCEPT WHERE PROPER TYPE, SIZE, AND NUMBER AS REQUIRED TO ACCOMPLISH SPECIFIED REQUIRED FOR CIRCUIT RATING LIMITATIONS, PROVIDE WIRING DEVICES FUNCTION. MINIMUM SIZE: NO, 14 AWG, UNLESS NOTED OTHERWISE. EQUIVALENT TO THOSE SPECIFIED FOR 20A, BUT RATED FOR 15A. MAXIMUM SURGE CURRENT CAPABILITY (SINGLE PULSE RATED) PER PHASE SHALL ENGINEERS OTHERWISE INDICATED. 2. WHERE EXPOSED TO DAMAGE. BE: FLEXIBLE CORDS AND CABLES: STRANDED COPPER CONDUCTORS FOR ALL, UNLESS ALL RECEPTACLES LOCATED OUTDOORS OR IN DAMP OR WET LOCATIONS: SHALL BE PROVIDE GRS FOR ALL CONDUITS EXPOSED TO WEATHER OR OTHER HAZARDOUS 3. HAZARDOUS LOCATIONS. 8345 LENEXA DRIVE,SUITE 300 CONDITIONS. NOTED OTHERWISE. LISTED AS 'WEATHER RESISTANT', DESIGNATED BY A `WR' ON THE FACEPLATE. SERVICE ENTRANCE SWITCHBOARDS, SWITCHGEAR: 240KA LENEXA,KS 66214 WET LOCATIONS. TEL 913 742 5000 FAX 913 742 5001 UNLESS NOTED OTHERWISE, ALL OTHER RACEWAY MAY BE EMT WHERE APPROVED SPECIAL PURPOSE CONDUCTORS AND CABLES, SUCH AS LOW VOLTAGE CONTROL MINOR CHANGES RELATIVE TO THE LOCATION OF ELECTRICAL EQUIPMENT MAY BE DISTRIBUTION PANELBOARDS, PANELBOARDS USED FOR SERVICE ENTRANCE & AND SHIELDED INSTRUMENT WIRING: UNLESS INDICATED OTHERWISE, SHALL BE AS MADE TO COMPLY WITH STRUCTURAL AND BUILDING REQUIREMENTS AS MCC: 12OKA. www.hei-eng.com BY LOCAL CODE. USE COMPRESSION TYPE FITTINGS FOR EMT, WITH ALL FITTINGS WHEN RESTRICTED OTHERWISE. NRTL LISTED FOR THE ENVIRONMENT IN WHICH THEY ARE USED. UNLESS NOTED RECOMMENDED BY THE SYSTEM EQUIPMENT MANUFACTURER. DETERMINED IN THE COURSE OF CONSTRUCTION. PROVIDE ALL WIRING DEVICES OF 1592095935 OTHERWISE, SET-SCREW TYPE FITTINGS ARE NOT ALLOWED. WHEN SPECIFICALLY DISALLOWED BY THE LOCAL AHJ. THE SAME MANUFACTURER AND NOT MIXED ON THE PROJECT, TO THE MAXIMUM BRANCH PANELBOARDS: 80KA (NON-MODULAR IS ACCEPTABLE). COPPER CONDUCTOR MANUFACTURERS: ADVANCE WIRE AND CABLE, AFC CABLE, 4. EXTENT POSSIBLE. PROVIDE COLOR OF TOGGLES AND RECEPTACLES AS UNDERGROUND RACEWAY USE ALAN WIRE, ALFLEX, AMERICAN INSULATED WIRE, ENCORE WIRE, NORTHERNWHEN SPECIFICALLY DISALLOWED BY THE LANDLORD. REQUESTED BY THE ARCHITECT SPD SHALL HAVE A MINIMUM EMI/RFI FILTERING OF -50DB AT 100KHZ. CABLES, OKONITE, OR SOUTHWRE. PROVIDE GRS INSTALLED BELOW GRADE WITH A CORROSION-RESISTANT BONDED- 5• INDICATORS: THE SPD SHALL USE LED INDICATORS THAT PROVIDE INDICATION OF PLASTIC OR APPROVED MASTIC COATING. THIS SHALL INCLUDE THE 90-DEGREE 1. CIRCUITS SUPPLIED BY AN EMERGENCY OR STANDBY POWER SOURCE. FLOOR BOXES: UL 514A LISTED FOR SCRUB WATER EXCLUSION. FOR SLAB ON SUPPRESSION COMPONENT FAILURE IN ALL PROTECTION MODES INCLUDING N-G, AS ELBOW BELOW GRADE AND THE ENTIRE VERTICAL TRANSITION TO ABOVE GRADE. 16B INSTALLATION OF CONDUCTORS AND CABLES GRADE - WATERTIGHT, CLASS 1, AND FULLY ADJUSTABLE CAST IRON BOX. FOR SLAB WELL AS OPTICALLY ISOLATED N/C DRY CONTACTS FOR REMOTE MONITORING. RNC CONDUIT MAY BE USED UNDERGROUND WHERE PERMITTED BY LOCAL CODE $6B INSTALLATION OF MC CABLE [AC90 CABLE]; ABOVE GRADE CONCRETE-TIGHT, FULLY ADJUSTABLE, STAMPED GALVANIZED AND WHERE NOT SPECIFICALLY RESTRICTED BY THESE DOCUMENTS. WHEN USED, INSTALL ALL WIRING IN APPROVED RACEWAY AND ENCLOSURES, EXCEPT: STEEL BOX. FLOOR BOX SHAPE, QUANTITY OF GANGS, TYPE AND QUANTITY OF PROVIDE PLAST{C-COATED CRS, AS SPECIFIED ABOVE, FOR ALL BENDS GREATER WHERE SPECIFIED OR INDICATED FOR LOW-VOLTAGE WIRING SECURE AND SUPPORT CABLE PER NFPA 70 ARTICLE 330 [CSA 22.1 SECTION 12]. DEVICES, FINISH, AND FLANGE TYPE PER DRAWINGS. FLOOR BOX MANUFACTURERS: TRANSIENT COUNTER: A TRANSIENT VOLTAGE SURGE COUNTER SHALL BE THAN 30 DEGREES, INCLUDING THE 90-DEGREE ELBOWS BELOW GRADE AND THE WHERE SPECIFIED OR INDICATED FOR DIRECT-BURIED CABLES SECURE CABLE WITHIN 12 INCHES OF EVERY BOX OR FITTING. SECURING AND HUBBELL, LEGRAND, THOMAS AND BETTS, OR WALKER. INCLUDED TO TOTALIZE TRANSIENT VOLTAGE SURGES WHICH DEVIATE FROM THE ENTIRE VERTICAL RISERS FOR TRANSITIONS FROM BELOW TO ABOVE GRADE OR WHERE TYPE MC CABLE [AC90 CABLE] IS INDICATED OR SPECIFIED AS SUPPORTING INTERVALS SHALL NOT EXCEED SIX FEET. MAINTAIN CONSISTENT SINE WAVE ENVELOPE BY MORE THAN 125V. THE READOUT SHALL BE AT LEAST A SIX ABOVE SLAB. ACCEPTABLE. SPACING TO AVOID DERATING DUE TO BUNDLING PER NFPA 70 SECTION 310.15 [CSA DIGIT LCD LOCATED ON THE UNIT'S HINGED FRONT COVER. THE COUNTER SHALL BE 52.1 SECTION 4]. UTILIZE STEEL CABLE HANGERS, ARLINGTON SMC SERIES OR EQUIPPED WITH A BATTERY BACK-UP TO RETAIN MEMORY WHEN POWER IS NOT - EQUIPMENT CONNECTIONS INSTALL ALL CONDUCTORS AND CABLES IN RACEWAYS CONTINUOUS WITHOUT TAPS EQUIVALENT, TO SUPPORT WHEREVER POSSIBLE SO CABLES CAN BE ROUTED IN A AUTOMATIC LOAD CONTROL RELAY (ALCR) (ALSO REFERRED TO AS EMERGENCY PRESENT. A PUSH-BUTTON SWITCH ON THE DISPLAY'S FACE-PLATE SHALL BE USE FMC FOR FINAL CONNECTION TO EACH MOTOR, TRANSFORMER, AND ANY OR SPLICES. SPLICE OR TAP ONLY IN APPROVED BOXES AND ENCLOSURES WITH SEAT ANO WORKMANSHIP LIKE MANNER. SHUNT RELAY): UL 924 [CSA C22.1 NO. 141] LISTED AS EMERGENCY LIGHTING AND PROVIDED FOR MANUAL COUNTER RESET. DEVICE THAT WOULD OTHERWISE TRANSMIT MOTION, VIBRATION, OR NOISE. USE APPROVED SOLDERLESS CONNECTORS, OR CRIMP CONNECTORS AND TERMINAL POWER EQUIPMENT. CONNECT ALCR IN PARALLEL WITH A LIGHTING CONTROL LFMC WHERE EXPOSED TO LIQUIDS, VAPORS, OR SUNLIGHT. PROVIDE ALL FMC AND BLOCKS FOR CONTROL WIRING, AND KEEP TO THE MINIMUM REQUIRED. INSULATE 7• DEVICE. LOSS OF NORMAL POWER SHALL CAUSE RELAY TO AUTOMATICALLY SHUNT SWITCHBOARD, SWITCHGEAR, PANELBOARD, AND MCC INTERNALLY MOUNTED SPD: ALL SPLICES, TAPS, AND JOINTS AS REQUIRED BY CODES. EMERGENCY POWER TO LIGHTING CIRCUIT REGARDLESS OF LIGHTING CONTROL FACTORY INSTALLED AND NRTL LABELED BY AND AT THE FACILITY OF THE LFMC WITH AN INSULATED BONDING CONDUCTOR. JUNCTION BOXES. PULL BOXES. CABINETS, AND WIREWAYS DEVICE POSITION. EMERGENCY LIGHTING CIRCUIT SHALL CONTINUE TO OPERATE AT ELECTRICAL DISTRIBUTION EQUIPMENT MANUFACTURER. ALL MATERIALS USED TO TERMINATE, SPLICE, OR TAP CONDUCTORS: DESIGNED FULL POWER UNTIL NORMAL POWER HAS BEEN RESTORED. PROVIDE A TWO-GANG USE ONLY METAL RACEWAYS FOR ALL POWER WIRING FROM THE OUTPUT OF PROVIDEpJUNCTION BOXES, PULL BOXES, CABINETS, AND WIREWAYS WHEREVER VARIABLE FREQUENCY DRIVES TO THEIR RESPECTIVE MOTORS, FOR, PROPERLY SIZED FOR, AND NRTL LISTED FOR THE SPECIFIC APPLICATION AND NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS JUNCTION BOX WITH SEPARATION BARRIER AND PLASTER RING FOR THE ALCR, AND EXTERNALLY MOUNTED SPD (ONLY ALLOWED WHERE NOTED ON THE CONDUCTORS INVOLVED, AND INSTALLED IN STRICT ACCORDANCE WITH THE INSTALL IT ADJACENT TO ITS ASSOCIATED LIGHTING CONTROL DEVICE OR ABOVE CONSTRUCTION DOCUMENTS): INSTALL WITH CONDUCTORS AS SHORT AND ACCORDING TO NFPA 70 [CSA C22.1 AND C22.2] AND WHERE INDICATED ON THE - MANUFACTURER'S RECOMMENDATIONS, USING THE MANUFACTURER'S ACCESSIBLE CEILING. PROVIDE ACUITY (LIGHTING CONTROLS AND DESIGN) MODEL STRAIGHT AS POSSIBLE. TWIST THE SPD INPUT CONDUCTORS TOGETHER TO GENERAL RACEWAY INSTALLATION REQUIREMENTS DRAWINGS. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY RECOMMENDED TOOLS. GR2001 ALCR, OR EQUIVALENT BY BODINE, COOPER, HUBBELL, LEGRAND, OR REDUCE INPUT CONDUCTOR INDUCTANCE. FOLLOW THE SPD MANUFACTURER'S INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO BUILDING UNES. NFPA 70 [CSA C22.1 AND C22.2], WHICHEVER IS LARGER. CONSTRUCTION SHALL BE LEVITON. RECOMMENDED INSTALLATION PRACTICES AND COMPLY WITH ALL APPLICABLE OF A NEMA DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. INSTALL RACEWAYS TO REQUIREMENTS OF STRUCTURE, TO REQUIREMENTS OF ALL WHERE WIRING IS INDICATED AS INSTALLED, BUT THE CONNECTION IS INDICATED CODES. "FUTURE" OR "BY OTHER DIVISION, TRADES, OR CONTRACTS", LEAVE A MINIMUM 3- 168 SWITCH AND OUTLET COVER PLATES OTHER WORK ON THE PROJECT, AND TO CLEAR ALL OPENINGS, DEPRESSIONS, JUNCTION BOXES INSTALLED BEHIND WALL CASES AND IN OR ON OTHER STORE I FOOT "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE WARRANTY: THE MANUFACTURER SHALL PROVIDE A MINIMUM FULL FIVE YEAR PIPES, DUCTS, REINFORCING STEEL, AND OTHER IMMOVABLE OBSTACLES. FIXTURES, EXCEPT WHERE OTHERWISE SPECIFIED, SHALL BE 4 INCHES SQUARE OR BOX. SWITCH AND OUTLET PLATES: COLORED, SMOOTH NYLON; BY THE SAME PARTS, LABOR, AND TRAVEL WARRANTY FROM DATE OF SUBSTANTIAL COMPLETION LARGER WITH GALVANIZED COVERS. MANUFACTURER AS THE WIRING DEVICES, WHEREVER POSSIBLE. VERIFY DESIRED AGAINST ANY PART FAILURE, EXCLUDING BREAKERS, WHEN INSTALLED IN INSTALL RACEWAYS SET IN FORMS FOR CONCRETE STRUCTURE IN SUCH A MANNER IN GENERAL, THE DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS MATERIALS AND COLORS WITH ARCHITECT BEFORE INSTALLATION. SWITCH PLATES COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, NRTL LISTING THAT INSTALLATION WILL NOT AFFECT THE STRENGTH OF THE STRUCTURE. HORIZONTALLY MOUNT JUNCTION BOXES UNDER CENTER FIXTURES (AND CASES), INDICATED ON THE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND HANDY BOXES OR 4-INCH SQUARE BOXES WITH TOPS OF BOXES NOT MORE THAN 3- IN UNFINISHED ROOMS AND SPACES: STAMPED STEEL, CADMIUM PLATED. INSTALL REQUIREMENTS, AND ALL APPLICABLE NATIONAL OR LOCAL ELECTRICAL CODES.PANELBOARD DESIGNATION. CONTINUE ALL SUCH "HOME RUN" WIRING TO THE GROUPS OF SWITCHES UNDER ONE GANGED-PLATE, USUALLY HORIZONTALLY; OR, MANUFACTURER SHALL MAKE AVAILABLE LOCAL, NATIONAL FIELD ENGINEERING EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER, INSTALL NO RACEWAY IN 1/2 INCHES ABOVE THE FLOOR. SIZE JUNCTION BOXES TO ADEQUATELY CONTAIN ALL DESIGNATED PANELBOARD, AS THOUGH "CIRCUIT RUNS" WERE INDICATED IN THEIR WHERE REQUIRED BY DETAILS, VERTICALLY. SET ALL COVER PLATES PLUMB, SERVICE SUPPORT. WHERE DIRECT FACTORY EMPLOYED SERVICE ENGINEERS ARE A SLAB-ON-GRADE. LOCATE RACEWAY BELOW GRANULAR FILL BELOW SLABS-ON- REQUIRED CONDUCTORS AND SPLICES. GRADE ENTIRETYL, AND FINISHED FLUSH WITH THE WALL. NOT LOCALLY AVAILABLE, TRAVEL TIME FROM THE FACTORY OR NEAREST DISPATCH 166 OUTLET BOXES CENTER SHALL BE STATED. INSTALL RACEWAYS CONTINUOUS BETWEEN CONNECTIONS TO OUTLETS, BOXES, 16B WEATHERPROOF COVER PLATES Z COMMON OR SHARED NEUTRALS ARE NOT ALLOWED UNLESS SHOWN ON THE THOROUGHLY FACTORY TEST THE SPECIFIED SYSTEM BEFORE SHIPMENT. TESTING AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS AND NOT MORE THAN ALL OUTLETS INCLUDING LIGHT FIXTURE, SWITCH, RECEPTACLE, AND SIMILAR W DRAWINGS TO BE USED OR SPECIFICALLY NOTED TO BE ALLOWED. PROVIDE GFCI RECEPTACLES FOR DESIGNATED WEATHERPROOF RECEPTACLES, OF EACH SYSTEM SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, QUALITY I- THE EQUIVALENT OF FOUR 90-DEGREE BENDS BETWEEN CONNECTIONS. USE OUTLETS: GALVANIZED STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE 2 ch UNLESS INDICATED OTHERWISE ON THE DRAWINGS. CONTROL CHECKS, DIELECTRIC VOLTAGE WITHSTAND TESTS AT TWICE RATED N MANUFACTURED ELBOWS FOR ALL 45- AND 90-DEGREE BENDS, UNLESS APPROVED PURPOSE THEY SERVE AND THE SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE W a BY THE ENGINEER IN ADVANCE. MAKE OTHER BENDS SMOOTH AND EVEN AND WHERE MULTI-WIRE BRANCH CIRCUITS (I.E., SHARED NEUTRAL) ARE ALLOWED, THEY SPECIFIC FUNCTION OR AS REQUIRED BY NFPA 70 [CSA C22.1 AND C22.2], VOLTAGE PLUS 1000V PER NRTL REQUIREMENTS, AND OPERATIONAL AND I SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL FOR UNATTENDED EXTERIOR, WET LOCATIONS, OR OTHER LOCATIONS AS CALIBRATION TESTS. a47) WITHOUT FLATTENING RACEWAY OR FLAKING GALVANIZING OR ENAMEL. RADII OF WHICHEVER IS LARGER. SET ALL OUTLET BOXES IN WALLS, COLUMNS, FLOORS, OR 0 - UNGROUNDED CONDUCTORS AT THE POINT THE BRANCH CIRCUIT ORIGINATES. INDICATED: IN-USE, NEMA 3R, RECESSED OR FLUSH MOUNT, NRTL LABELED PLATES EY BENDS SHALL BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CEILINGS SO THEY ARE FLUSH WITH THE FINISHED SURFACE, ACCURATELY SET, AND i CORRESPONDING TRADE ELBOW. MULTI-POLE BREAKERS OR 3 SINGLE-POLE BREAKERS WITH A HANDLE TIE ARE TWO RIGIDLY SECURED IN POSITION. PROVIDE PLASTER RINGS, EXTENSION RINGS MOLDED FROM A CLEAR HIGH IMPACT ULTRAVIOLET STABILIZED POLYCARBONATE MANUFACTURERS: ABB USA, AC DATA SOLUTIONS, APT, ATLANTIC SCIENTIFIC, 0- O W EXAMPLES, MATERIAL FOR EASY VERIFICATION THAT CORDS ARE PLUGGED IN AND THAT THE CURRENT TECHNOLOGY, DANAHER POWER SOLUTIONS, EATON, G.E., INTERMATIC, Ce AND/OR MASONRY RINGS AS REQUIRED FOR FLUSH MOUNTING. PROVIDE APPROVED _ N < IY N USE LONG RADIUS ELBOWS FOR ALL UNDERGROUND INSTALLATIONS, WHERE WHEN MULTIPLE HOME RUNS ARE COMBINED INTO A SINGLE RACEWAY SUCH THAT CAST OUTLET BOXES WITH HUBS AND WEATHERPROOF COVERS IN ALL AREAS COORDINATE GEC! IS FUNCTIONING. BOX WITH WALL DEPTH. INTERMATIC WP OOORC/HRCSUITABLE FOR CONDUIT NORCEIQUAL. SQUARENG. LEA D, OR SURGE SUPPRESSION ATIONAL, LEVITON, �INGORPORATED TECHNOLOGIES,NORTHERN SIEMENS, i- i_ 0 O NECESSARY, OR WHERE OTHERWISE INDICATED. SUBJECT TO DAMP, WET, OR HARSH CONDITIONS. C..) Z 1. d ti THE NUMBER OF CONDUCTORS EXCEEDS FOUR (CONDUCTOR COUNT IS MADE UP W N SECURELY FASTEN RACEWAYS IN PLACE WITH APPROVED STRAPS, HANGERS, AND OF ANY COMBINATION OF PHASE AND NEUTRAL CONDUCTORS), THE FOLLOWING MANUFACTURERS: APPLETON, COOPER, ERIKSON ELECTRICAL, HOFFMAN, KILLARK FOR ATTENDED WET OR DAMP LOCATIONS: WEATHERPROOF COVER PLATES NRTL a Z W o Q M STEEL SUPPORTS AS REQUIRED. ATTACH RACEWAY SUPPORTS TO THE BUILDING RESTRICTIONS APPLY, WHICH ARE IN ADDITION TO THOSE IN NFPA 70 [CSA C22.1 ELECTRIC, O-Z/GEDNEY, RACO, ROBROY INDUSTRIES, SCOTT FETZER, SPRING CITY LISTED FOR WET LOCATIONS WITH COVER(S) CLOSED; DIE-CAST ALUMINUM OR TYPE 16B TELEPHONE SYSTEM PROVISIONS CX W ` 8 CD B STRUCTURE. HANG SINGLE RACEWAYS FOR FEEDERS WITH MALLEABLE SPLIT RING AND C22.2]: ELECTRICAL, THOMAS AND BETTS, WALKER SYSTEMS, OR WOODHEAD. 302 STAINLESS STEEL; SINGLE-COVER FOR SWITCHES AND VERTICALLY MOUNTED CL I- / r- I: a HANGERS WITH ROD AND TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT RECEPTACLES; DOUBLE-COVER FOR HORIZONTALLY MOUNTED RECEPTACLES; PROVIDE INCOMING TELEPHONE SERVICE RACEWAYS AS INDICATED ON DRAWINGS NORMAL OR NON-ESSENTIAL CIRCUITS: SELF-CLOSING COVERS. 3/4-INCH THICK ci, OR AS REQUIRED BY THE SERVING TELEPHONE COMPANY. PROVIDE REVISIONS t OVER 10 FEET APART IN CONSTRUCTION ABOVE. CLAMP GROUPS OF HORIZONTAL 16B OUTLET LOCATIONS PLYWOOD BOARD, FIRE-RETARDANT-TREATED AND STAMPED FRT, SECURELY m FEEDER RACEWAYS TO STEEL CHANNELS THAT ARE SUSPENDED FROM INSERTS ANCHORED TO THE WALL, AT THE LOCATION AND OF THE SIZE AS INDICATED ON THE z MAXIMUM OF 16 CONDUCTORS IN A SINGLE RACEWAY. FOR UP TO EIGHT COVER PLATES: BY THE SAME MANUFACTURER AS THE WIRING DEVICES; DRAWINGS. PROVIDE FLUSH MOUNTED TELEPHONE OUTLET BOXES WITH 1 INCH g VERTICAL FEEDER RACEWAYS TO STRUCTURAL STEEL MEMBERS ATTACHED TO CONDUCTORS IN A RACEWAY, MINIMUM RACEWAY SIZE: 3/4-INCH. LOCATED ON THE SMALL SCALE DRAWINGS. USE GREAT CARE IN THE ACTUAL COMPLYING WITH NFPA 70 ARTICLES 406.9 (A) OR (B) [CSA C22.1 SECTION 26-702] CONDUITASTUB-UP WITH -ST I STRUCTURE. INSTALL CABLE CLAMPS FOR SUPPORT OF VERTICAL FEEDERS WHERE FOR GREATER THAN EIGHT CONDUCTORS, MINIMUM RACEWAY SIZE: 1-INCH. LOCATION BY CONSULTING THE VARIOUS LARGE SCALE DETAILED DRAWINGS USED REQUIREMENTS FOR ATTENDED OR UNATTENDED USE AS APPLICABLE. ATLOCATIONS B A5 IN PULR NG CONCEALED TO ACCESSIBLE CEILING SPACE ii: DO NOT INSTALL ANY OTHER TYPE OF CIRCUIT IN THIS RACEWAY. DILATED ON THE DRAWINGS. o REQUIRED. ADD RACEWAY SUPPORTS WITHIN 12 INCHES OF ALL BENDS, ON BOTH BY OTHER DIVISION TRADES, AND BY SECURING DEFINITE LOCATIONS FROM THE a SIDES OF THE BENDS. DO NOT SUPPORT RACEWAYS FROM SUSPENDED CEILING ARCHITECT 168 DATA SYSTEM PROVISIONS co THE MINIMUM WIRE SIZE FOR ALL CONDUCTORS IN THIS RACEWAY: NO. 10 AWG. COMPONENTS. 16B DISTRIBUTION AND CONTROL EQUIPMENT REAM RACEWAY ENDS, THOROUGHLY CLEAN RACEWAYS BEFORE INSTALLATION, ONLY 15A AND 20A BRANCH CIRCUIT HOMERUNS MAY BE COMBINED INTO ONE 16B MOUNTING HEIGHTS PROVIDE FLUSH MOUNTED DATA OUTLET BOXES WITH 1 INCH CONDUIT STUB-UP AND KEEP CLEAN AFTER INSTALLATION. PLUG OR COVER OPENINGS AND BOXES AS RACEWAY. UNLESS NOTED OTHERWISE, INSTALL WIRING DEVICES AS INDICATED BELOW (NOTE: WITH PULL-STRING CONCEALED TO ACCESSIBLE CEILING SPACE AT LOCATIONS AS w 16B POWER DISTRIBUTION PANELBOARDS; INDICATED ON THE DRAWINGS. w REQUIRED TO KEEP RACEWAYS CLEAN DURING CONSTRUCTION AND FISH ALL GFCI CIRCUITS: ALL DIMENSIONS ARE TO THE CENTER OF THE OUTLET BOX UNLESS NOTED CIRCUIT BREAKER, 1200A BUS OR SMALLER z RACEWAYS CLEAR OF OBSTRUCTIONS BEFORE PULLING CONDUCTOR WIRES. OTHERWISE): o PROVIDE RACEWAYS OF AMPLE SIZE FOR PULLING OF WIRE, NOT SMALLER THAN 16B MISCELLANEOUS EQUIPMENT AND CONNECTIONS aDATEDATE�cDO NOT USE MULTI-CONDUCTOR CIRCUITS, WITH A SHARED NEUTRAL, FOR ANY PANELBOARDS: DEAD-FRONT DISTRIBUTION PANELBOARDS WITH NUMBER AND w CODE REQUIREMENTS AND NOT LESS THAN 1/2-INCH IN SIZE, UNLESS INDICATED RECEPTACLES ALL WIRING AND CONNECTIONS TO ILLUMINATED CASES. > GFCI CIRCUIT BREAKER OR RECEPTACLE CIRCUIT. SIZES OF CIRCUIT BREAKERS AS INDICATED ON THE DRAWINGS; WHERE INSTALLED OTHERWISE ON DRAWINGS. HOMERUNS CONTAINING MORE THAN ONE BRANCH w AS SERVICE ENTRANCE EQUIPMENT, PERMANENTLY LABEL AS SUITABLE FOR USE AS CIRCUIT SHALL NOT BE LESS THAN 3/4-INCH IN SIZE, VERTICALLY ALIGNED WITH THE GROUND SLOT MOUNTED AT THE TOP: BOTTOM OF EQUIPMENT;SERVICE ENTRANCE FULLY- RATED FOR THE AVAILABLE FAULT g OUTLET BOX 16 INCHES ABOVE FINISHED FLOOR. ALL RACEWAYS, WIRING, AND CONNECTIONS OF DEVICES TO ENERGY MANAGEMENT BMA ND. FOR BRANCH CIRCUITS FED FROM GFCI CIRCUIT BREAKERS, LIMIT THE ONE-WAY CURRENT INDICATED ON THE DRAWINGS; HINGED, LOCKABLE FRONT DOOR THAT PROTECT ALL RACEWAY INSTALLATIONS AGAINST DAMAGE DURING CONSTRUCTION. SYSTEM THAT ARE NOT THE RESPONSIBILITY OF DIVISION 15. toCONDUCTOR LENGTH TO 100 FEET BETWEEN THE PANELBOARD AND THE MOST COVERS THE CIRCUIT BREAKER HANDLES. CIRCUIT BREAKERS: QUICK-MAKE, QUICK- REPAIR ALL RACEWAYS DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING-IN TO HORIZONTALLY ALIGNED, WITH NEUTRAL SLOT MOUNTED AT THE TOP: BOTTOM OF MEET ENGINEER'S APPROVAL WITHOUT ADDITIONAL COST TO THE OWNER. REMOTE RECEPTACLE OR LOAD ON THE GFCI CIRCUIT. OUTLET BOX 16 INCHES ABOVE FINISHED FLOOR. BREAK, INDICATING TYPE; ENGRAVED NAMEPLATES FOR CIRCUIT IDENTIFICATION OF ALL WIRING AND CONNECTIONS OF EXIT DOOR ALARMS. EACH CIRCUIT BREAKER. PROVIDE A TYPEWRITTEN CARD DIRECTORY INDICATING CDD FRE PROPERLY IDENTIFY ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL EXACTLY WHAT EACH CIRCUIT BREAKER CONTROLS ON THE INSIDE FACE OF THE ALIGN AND INSTALL TRUE AND PLUMB ALL RACEWAY TERMINATIONS AT FOR 36-INCH HIGH COUNTER TOPS: 44 INCHES ABOVE FINISHED FLOOR, WIRING WITH VINYL STICK-ON MARKERS OR EQUIVALENT. PROVIDE ENGINEER WITH DOOR FOR CIRCUIT IDENTIFICATION. to PANELBOARDS, SWITCHBOARDS, MOTOR CONTROL EQUIPMENT, AND JUNCTION VERTICALLY] ALIGNED. BOXES. 81,E MARKERS. FOR 34-INCH HIGH COUNTER TOPS: 40 INCHES ABOVE FINISHED FLOOR, VERTICALLY MANUFACTURERS: SQUARE D TYPE I-LINE, EATON TYPE POW-R-LINE 4, G.E. TYPES o INSTALL APPROVED EXPANSION/DEFLECTION FITTINGS WHERE RACEWAYS PASS ALIGNED. CCB OR AV-1, OR SIEMENS TYPES S4 OR S5, l `�Q I O PROVIDE AN EQUIPMENT-GROUNDING CONDUCTOR OR BONDING JUMPER, AS V I \ m THROUGH (IF EMBEDDED) OR ACROSS (IF EXPOSED) EXPANSION JOINTS, AND WHEN APPLICABLE, IN ALL FEEDERS AND BRANCH CIRCUITS, SIZED IN ACCORDANCE WITH 166 LIGHTING AND APPLIANCE PANELBOARD$ o USING RNC OR RAC IN EXPOSED ENVIRONMENTS IN ACCORDANCE WITH NFPA 70 NFPA 70 TABLES 250.66 OR 250.122 [CSA 22.1], AS APPLICABLE, UNLESS INDICATED MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS AND JANITORS CLOSETS: 44 EL_C T I C A [CSA C22.1 AND C22.2] AND EXPANSION/CONTRACTION PROPERTIES OF RNC OR RAC. INCHES ABOVE FINISHED FLOOR, VERTICALLY ALIGNED. AS LARGER ON THE DRAWINGS. PANELBOARDS: COMPLETE WITH BOLT-ON THERMAL MAGNETIC, MOLDED CASE en o INSTALL A PULL WIRE IN EACH EMPTY RACEWAY THAT IS LEFT FOR INSTALLATION OF GARAGES: 24 INCHES ABOVE FINISHED FLOOR, VERTICALLY ALIGNED. CIRCUIT BREAKERS ASSEMBLED IN A DEAD-FRONT FINISHED CABINET CONTAINING A S E C I E I C A T I O r- CONDUCTORS OR CABLES UNDER OTHER DIVISIONS OR CONTRACTS. USE TYPEWRITTEN CARD DIRECTORY INDICATING EXACTLY WHAT EACH CIRCUIT o POLYPROPYLENE OR MONOFILAMENT PLASTIC LINE WITH NOT LESS THAN 200-LB WIRING SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH COLOR CODE BREAKER CONTROLS; FULLYRATED AND WITH THE INTEGRATED SHORT CIRCUIT a TENSILE STRENGTH. LEAVE AT LEAST 24 INCHES OF SLACK AT EACH END OF PULL SYSTEM IN THE TABLE BELOW UNLESS THERE IS A COLOR SYSTEM CURRENTLY IN CURRENT RATINGS INDICATED ON THE DRAWINGS. PLUG-IN TYPE BREAKERS WILL USE BY THE FACIUTY, IN WHICH CASE THE COLORS ARE TO MATCH THE EXISTING NOT BE ACCEPTABLE. ALL TWO- AND THREE-POLE BREAKERS: COMMON TRIP TYPE. P. WIRE. SYSTEM. IN LARGER SIZES WHERE PROPERLY COLORED INSULATION IS NOT Pass & Cooper Wiring IF MAKE ALL JOINTS AND CONNECTIONS IN A MANNER THAT WILL ENSURE MECHANICAL AVAILABLE, USE VINYL PLASTIC ELECTRICAL TAPE OF THE APPROPRIATE COLOR Type of Device Hubbell Leviton TYPE SWD CIRCUIT BREAKERS: USE WHEN BREAKER SERVES AS A SWITCH FOR STRENGTH AND ELECTRICAL CONTINUITY. AROUNDUNEACH CONDUCTOR AT ALL TERMINATION POINTS, JUNCTIONS, AND PULL Seymour Devices 120V OR 277V LIGHTING CIRCUITS. II31i&.(Duplex Receptacles -Commercial Grade CM GFCI CIRCUIT BREAKERS: SINGLE- AND TWO-POLE CONFIGURATIONS WITH CLASS A •c ern eau uk.auRIGHTS RESERVED j t Duplex Receptacle BR20 CR20 CR20 CR20 GROUND-FAULT PROTECTION (6-MA TRIP). USE AS INDICATED ON DRAWINGS. sty o Other Receptacles GROUND-FAULT EQUIPMENT PROTECTION (GFEP) CIRCUIT BREAKERS: CLASS B GFCI Receptacle GF2OLA 2095 7899-H VGF20 GROUND-FAULT PROTECTION (30-MA TRIP). USE AS INDICATED ON DRAWINGS. F Quad/4-Plex HBL 420 420H 21254 N/A HANDLE CLAMP: LOOSE ATTACHMENT FOR HOLDING CIRCUIT BREAKER HANDLE IN "ON" POSITION. USE FOR ALL CIRCUITS CONTAINING EMERGENCY LIGHTING LOADS, REFERENCE CE ONY FIRE ALARM LOADS, AND AS INDICATED ON DRAWINGS. BREAKERS SERVING FIRE i� iVl� o ¢ ALARM LOADS MUST HAVE A PERMANENTLY-AFFIXED RED LABEL STATING "FA" IN NOT APPROVED WITH THIS PERMIT Z E4 0 WHITE LETTERS ADJACENT TO THE CIRCUIT BREAKER. S aj 0 0 O A U) .-+ o y F. Q o A co 'S 1 Or PR Lir SEISMIC NOTES GENERAL NOTES •am. g E CD REFER TO SEISMIC RESTRAINT SHEET SR1 FOR OVER DIFFUSER AND GRILLE LOCATIONS. 1. LIGHT FIXTURE LOCATIONS TAKE PRECEDENCE • ; INSTALLATION DETAILS. REFER TO THE 1 ict SPECIFICATIONS FOR FURTHER INFORMATION. LOCATE DIFFUSERS AND GRILLES TO ACCOMMODATE LIGHTING LAYOUT. 2. DUCT SIZES SHOWN ON DRAWINGS ARE NET 2 • 6 ( FREE AREA. INCREASE RECTANGULAR SHEET N El METAL SIZE AS REQUIRED FOR LINER. REFER ... z- TO SPECIFICATIONS FOR THE INSULATION IgN '0 h THICKNESS. CONTRACTOR'S OPTION, ROUND DUCTWORK OF EQUIVALENT FREE AREA MAY PC) N 4, 0? a BE USED IN LIEU OF RECTANGULAR. ...2 c.,0 N 1 3. DUCT SUPPORT AND GRILLE DETAIL IS APPLICABLE THROUGHOUT THE STORE. DO 9 1 0 NOT SUPPORT DUCTWORK FROM BRIDGING. DO SEAL . NOT USE FASTENERS THAT PENETRATE ROOF I DECK. ' I 4. TYPICAL BRANCH DUCT FITTING DETAIL IS APPLICABLE THROUGHOUT THE STORE. Ofv 1 GiNE 'di vk A 0, (Ss- , . \\\ /// 5. PROVIDE VOLUME CONTROL DAMPERS IN I II DUCTS TO DIFFUSERS. INSTALL DAMPERS A 84639PE MINIMUM OF 24" AWAY FROM DIFFUSERS AND / / I" / A MAXIMUM OF 60" ABOVE THE CEILINGS FOR 41 17 CC' 1.,.., c- .z) ... 2_ OREGON o fl -14.-------------471777T U L 1 _ .....: ACCESSIBILITY UNLESS SHOWN OTHERWISE ON `,1,1 ,,):1- , r - - - 1-- n ' r — , DRAWINGS. PROVIDE ACCESS PANELS WHERE () d-(15 IT-11 r1 G , - DAMPERS MUST BE INSTALLED ABOVE 'IN 0 SO' Iic II ; I I II -• • • • • NON-ACCESSIBLE CEILINGS. REFER TO • F.::: Li 0 REPLAZ,sE Wad.1..1 Li / . CD • . . I I VOLUME/BALANCE DAMPER SCHEDULE FOR . ExPIRFS:12/31/2017 In I IONEYWELL 8006 - - --1 -:_-;-. 1 , , - .---sROGNAMMABLE / \ 8" ,...-- I .... . ., I. '-', 1:-_-_:-.3--- ----t. .). ti APPROVED MANUFACTURERSI . 200 1 I , Mar 1 2017 6. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE __....,\THERMOSTAT-7 _Ri.u2 / j 1/4 \a/ ) 48"AFF ETRrinr-:- ___ , ,_ _ - ii , , ......ETR BREAKRPOM 1 , . . , iYOCIIS 1 ,---_,J11-111,....21°4 L _I . : . .• AIL ____ , , , , -:- t:-.:: it::-.: z )47- "ETR- 2 T80-1" EUF:1- :r-4. ....::--: - 44- 144:-F:::: ETR---- , , i , ----1-c----n2-- AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT AS-BUILT CONDITIONS. COORDINATE HENDERS0111 ENGINEERSU NEW WORK AND DEMOLITION WITH OTHER \-,/ DISCIPLINES AND EXISTING CONDITIONS PRIOR 8345 LENEXA DRIVE,SUITE 300 ' ON ROOF I a, ,,, I 1 - en 1N \ ,,,,, TO CONSTRUCTION. LENEXA,KS 66214 TEL 913 742 5000 FAX 913 742 5001 ---\. A ETR L4(1)__I / ,,' -,,,„ . 1 ETR rri:1). n X // <:(,, .,,,,2/10 Etsk\<, www.hei-eng.com AIR DEVICE SCHEDULE Lula LI I \I-- ...,,,, ,,,- „ \\ I 1592095935 8ETR MARK SERVICE MANUFACTURER STYLE FRAME TYPE FACE SIZE NOTES 7 TOILET 1 ri - - I I I ; ----, I MODEL / 4A CD1 1 E 4, I s s , , , MECHANICAL SYMBOLS CD1 SUPPLY AIR TUTTLE & BAILEY E.H. PRICE CARNES SQ / RETANGULAR SURFACE REF A, B, C, D, E \ CD --- CD ef 12/1214.t.,....6 ,, M SMD SKFA CEILING DIFFUSER MOUNT DRAWINGS I 1 200 A `g ci) \\__, \ 8” I I R TU2 /NIP" IP 8" 01 [IP _ ....... I 1 \ <C: ,,", :, •) / 2150L..-_-_.7i RECTANGULAR DUCT 18" WIDE VOLUME/BALANCE DAMPER SCHEDULE 100 rr"-~S-I t_ _ _. \-> ETR , .. ,, \ ', , -.0,-:,. / / \ ETR 18/12 BY 12" DEEP ETR tia..24 „p-6"E171 EAG1 I \ ‘,- X TYPE MANUFACTURER MODEL NOTES -' 6" I RAG N _ _ _______________ • ..,-• ROUND AES WMVCD 75 t c7 -1 16" - -..,,, -,... ,-.. - __. ...- I I I I I I I I I I I I ii 12" 12" DIAMETER ROUND DUCT RECTANGULAR AES AMD4 Il 2 8 I ___ t:::.-J t::::J I ETR m m TOILET • I.- --I ETR 1. THIS SCHEDULE IS COMPREHENSIVE. ALL MARKS MAY OR MAY NOT BE USED ON THE PLANS. HALLWA" I 412/40 >< SUPPLY DUCT IN SECTION l'-'\ NOTES 2. DIFFUSERS TO BE INSTALLED IN REFERENCE TO BOTTOM OF GRILLE UNLESS NOTED OTHERWISE. •-----„, CD1 \ / \ \--/ I 9/9 : 50 \\% ' . , , ..\,......... - RETURN OR EXHAUST DUCT IN A. ALL STEEL CONSTRUCTION. ETR SECTION " s --\, B. BRANCH DUCT SIZE SHALL BE SAME AS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERWISE. (-;:' s-, C. STANDARD WHITE FINISH. (v:.," , RECTANGULAR RADIUS ELBOW D. PROVIDE WITH MANUFACTURER'S OPPOSED BLADE DAMPER IN NECK. ) v , E. PROVIDE WITH CEILING ROUGH-IN TRANSITION BOX TO BE FRAMED IN CEILING JOIST SPACE. ' ,--3/4"ETA‘-: , -2s- ,' 11? RECTANGULAR TEE,-.3t, ---11 VERIZO\I RELOCATE ••• , , „);" '' ___,-___ 11- ) ROUND (OR OVAL) ELBOW 1 DIFFUSER e '' - - v _ .-- .\i -..-„,, • '(`7,4, 2°:. .‘12— - / _ B - - ______4:13_________________ .., _______...€13____,__,--4f__,.,....„4.,& ______________4_,)________._ - -, _______ VOLUME/BALANCE DAMPER TOP BEAM /*Np, \-- -- -, \\Cc•- ', / \/ -4-:•-•,----- *--N, ‘...."-- - - CLAMPZTYP /N074:AW "•••..." -- \c,'`.' • .:, 3" / k.k.`\ - '_. SUPPLY AIR DIFFUSER WITH MAX / / zz---TOP CHORD OF JOIST ii-ROOF 8 / / /Nr-s / 7 44 \\ \\ \.\ , 1 "'-. ,. ROUND SUPPLY DUCT u I— MAX , _ e , , 12/10 7;7 RTU1 /f ' ‘\ 1 A RETURN OR EXHAUST AIR DIFFUSER ui CV 1 CNI t ETR ( ( WITH ROUND DUCT > F.- 6". 0 Z . ......„. iC2D„ DIFFUSER OR GRILLE TYPE N\N„ --- 6 1 5/8"x1 5/8" UNISTRUT (,-,...._\: if 1 ..-. . . (,„ %:'2: . . -.... m DUCT HANGER STRAP II .1 i I i CC W 4 _ rim 1 LI BRANCH DUCT AND/OR NECK SIZE •.- N < r4 3 REF SPECIFICATIONS III \\ 1 \‘ il 450 CFM •,. . ‘ IIIIM=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMNIIMIIIIIII a. \\,\\ ..... II,. --, --. w co. C4 A!1 // . 1 11 I \\ . oRTU1 THERMOSTAT 0 Z < // - o 0 4 LOADS MUST BE `N, \ 'N, rx LU > co _ I-- I, 5 REF STRUCTURAL 1111111111111111 . - •••.. --- WOONS -- t \--THREADED ROD 1 . 1111111111110 Is" L ....._ _____'\ J u TYP CD ___ / t 60" MAX. 1 . . . - i ETR If / .\ \\ \_ / 30) RECTANGULAR DUCT/ \ 2"x2"x1/4-" ANGLE OR 200 — / _ I. ), ( ) 2. 1 _ 1 k\ , 1 5/8"x1 5/8" UNISTRUT ETR /(1),\ I (.--.. .. ..,t RECTANGULAR DUCT RECTANGULAR DUCT - , < I 0 PERPENDICULAR TO STRUCTURE PARALLEL TO STRUCTURE I I Ii t K:l'ICA trrAIllalt;=-") i I T. / U18 LOADS MUST BE l t I/ ..,' BEAM CLAMP \xstts h f-••"...** z HUNG WITHIN 3" OPTIONAL ROUTING o N OF PANEL POINTS IN CONCEALED DUCT HANGER STRAP \ t„, // \ DATE \ ss /i ‘4 3" REF STRUCTURAL / / AREAS - REF SPECIFICATIONS • '‘.... .\,- / xi ROOF MAX \ .\- ROOF N •,.._ / &' --"V" RELOCATE ",-„:7--....,./_/,_,..-Ac...:•.-2----16/12 ._ ECRA NO. a. .' f i / ---\ 1 DIFFUSER - ETR r--- 1 \ / CD E / I (I) ( ( I [ 10 f1 r. L._ ....) , 6", \ J , 6",i, / \ ' . 250 ODOM E / / \ , 7 -,... — " mai -Th r )----n \ V \\64 ETR I WC _L 171 / \ MET TITLE I I f - I : _L . . i :: 1 I 1 I BOTTOM OF_77 . , . . I . r-1, L___I; t::::J t:::f/ - J VERIZON STRUCTURE - \--2"x2"x1/4" ANGLE OR • . ,. n---1-1 Q_IJ 1 : I •••0.\•) anD ^ 1 5/8%1 5/8" UNISTRUT . . . .. . . 1: ., - tri> DUCT HANGER STRAP - . . . ki.__.:J r—p, -z-_, MECHANICAL 0 REF SPECIFICATIONS be:47 -*) A. -""-------r • .' _.I 1- N..\;c'' DUCT SUPPORT BAND . .. 2 PLANS I- -5q) SAME SIZE AS STRAP c___Ii o ROUND SUPPLY___,„-- e ,,,, A, 'SO ro- 4rAFF„ %V AND DETAILS AIR DUCT LOAD RATED '1' ihp (25D AMMANS - • ; Or----(`0 t -- - - -.- -1 -----__ -,-,_el' TR ,17_,,:--. TYP ,---s,,._,I. ‘,2 A _—_____________AO•••••••••••• • •••••“NO•0.... ............1.,.... . ,I. •.R,••••••• .. • •I••••WA WI•M•ft.1..1...,• •••••••M. re FASTENERS ItgaTairrir / z , , a , , , 3 II i i , ik.-- ' ' .‘ ; ‘,.. -.. •„ IF SUPPLY REGISTER, REF FLOOR PLAN .4iII / z .--' - - - - .- -_IL-==_-ummmmmmmmmmmmmmmmm ...1 FOR SIZE AND LOCATION, MOUNT „ I / ' 41111/41111/A1111111110101 EINIAMMIAWINKAllrallir ff 0.2 REGISTERS © 30 DEGREE ANGLE IN STOCKROOM REPLACE WITH - BCRA. AREA AND 15 DEGREE ANGLE IN SALES AREA, HONEYWELL 8000 . 0 COPYRIGHT -BCRA,INC ALL RIGHTS RESERVED EXCEPT THOSE SHOWN ON BOTTOM ROUND SUPPLY PROGRAMMABLE Ii SHEET re o OF DUCT ON THE PLAN AIR DUCT THERMOSTAT PERPENDICULAR TO JOIST PARALLEL TO JOIST REFERENCE ONLY 17" 0 or 1• 24 DUCT SUPPORT AND GRILLE MECHANICAL PLAN NOT APPROVED WITH THIS PERMIT M 1 Cdy (4 NTS MMO1 1/4" = 11-0" 0 1.0 49- O 0 0 U7 U) Z 9 < I os § E SECTION 15B: PLUMBING: ... = ti 15B 1 GENERAL INSTRUCTIONS OPERATION AND MAINTENANCE INSTRUCTIONS `� CD c GENERAL REQUIREMENTS TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4'. 1-1/2" AND SMALLER WITH 3/8" HANGER 3 r DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE RODS; 2" WITH 1/2"HANGER RODS; 2-1/2" AND 3" WITH 1/2" HANGER RODS, 4" AND REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) LARGER WITH 5/8 HANGER RODS. SUPPORT VERTICAL PVC PIPE EVERY 4'. 8 MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) • c RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. BELOW GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO < THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE A UNIFORM SLOPE OF NOT LESS THAN 1 8" PER FOOT FOR PIPING 4" OR LARGER, AND NOT F REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS / PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES ANDTEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE LESS TfiAN 1/4" PER FOOT FOR PIPING 3' OR SMALLER. LAY PIPE AT UNIFORM SLOPE, FREE r SUB-CONTRACTOR, AND AN INDEX OF CONTENTS. LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY-FOUR FROM SAGS, WITH HUB END UPSTREAM. MAKE CHANGES IN DIRECTION FROM HORIZONTAL M, '' DRAWINGS AND SPECIFICATIONS. HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS TO THE ARCHITECT AT "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO " % THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. u THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG in WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 N Li SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BEND FITTINGS), 1 6 BEND OR 1 16 BEND AND Y" FITTINGS. INSTALL PIPE WITH THE BARREL N DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY GUARANTEE / / THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. OF THE PIPE ON FIRM, SOLID EARTH FOR ITS ENTIRE LENGTH, AND EXCAVATE HOLES FOR THEUjimiNeN k , INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT 1.... ` CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, PIPE BELLS. LAY PIPE IN A STRAIGHT LINE AND INSTALL WITH UNIFORM GRADE TO UNE WITH ITSELF, FOR INCLUSION IN THIS BROCHURE. BATTEN BOARDS SET NOT MORE THAN 24'-O" APART. CLOSE OPEN ENDS OF PIPE WITH A INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS DEFINITIONS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR STOPPER WHEN PIPE LAYING IS NOT IN PROGRESS. CENTER SPIGOTS ACCURATELY IN BELLS "" ., PROVIDE AS-BUILT" DRAWINGS (SEE SPECIAL CONDITIONS). ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING FOR UNIFORM CAULKING. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. FURNISH: `TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, TRAINING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT 2 g UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAW#NGS. N AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. I.- o INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED WORK. PRIOR TO INSTALLATION OF ANY BUILDING DRAIN PIPE, VERIFY ELEVATION OF CONNECTION TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN POINT OF EXISTING SEWER, SERVICE LINE. OR EXISTING TENANT CONNECTIONS INDICATED FX OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE S APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, EQUIPMENT PROVIDED FOR THIS PROJECT. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN ON THE DRAWINGS. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ELEVATION POINT WHILE MAINTAINING PROPER FALL NOTIFY ARCHITECT SO THAT AN INTENDED USE." PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF ALTERNATIVE MAY BE DETERMINED. • AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.' WATER HAMMER. MAINTENANCE PROCEDURES, AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, ABOVE GROUND INSTALLATION FOR SOIL AND WASTE: INSTALL SOIL AND WASTE PIPING TO FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR TROUBLESHOOTING, SERVICING, PREVDATA INCLUDED MAINTENANCE, AND APPROPRIATE OPERATOR IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH A UNIFORM SLOPE OF NOT LESS THAN 1/8" PER FOOT FOR PIPING 4" OR LARGER. AND NOT f f k04. , INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCEUND .� $ THIS£R OTHER DIVISIONS DIVISION, COMPLETE,OR ANDONTRACTS, AND READY FOR THEINTENDED USE. INCLUDINGSTALLED UNDER THE UTREMENTS ALL ITEMSOF DEFECTS AT NO EXPENSE ANO MANUALS. ARCHITECT AND ENGINEER.TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER. FLLROM SAGS.SS THAN SUPPORT PIPE PER FOOT FWTH NPING 12" OFOR EACHSMALLER. JO T. MAKE IPE AT CHANG S IN RM DIRECTION FREE \ �• ••Sj0 SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS tGr -p OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS 158 S 2 PLUMBING PIPING WITH SANITARY 'TEES" OR SHORT SWEEP 'EU ". MAKE CHANGES IN DIRECTION FROM " " 84639PE v" DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL DMSION. VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, INCLUDE DATE, TIME, ATTENDEES, AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE PIPING MATERIALS LONG SWEEPING "ELLS", COMBINATION Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE 'ELLS" ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND THAT THE TRAINING HAS BEEN PROVIDED. 2 AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND OL OR!~GON q CONSULTANT T0, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS' ADVANCE NOTICE. LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE le THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT JOINING METHOD. UNES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER (1 M.h, �Q 1 TOM�INVOLVEMENT BY, AND OBLIGATIONS TO, THES INCREASED INVOLVEMENT BY, AND "ARCHITECT".IONS TO, THE ENGINEER, IN ADDITION AS WARRANTIES DOMESTIC WATER (COLD AND HOT WATER): DOMESTIC WATER PIPING INSTALLED ABOVE TO MAINTAIN PROPER CLEARANCE. AI/y O EAS‘' COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED �� AHI: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND OVER THE WORK. ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T-DRILL) MAY BE USED IN COPPER ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE TO EXISTING VENT • I XPIRFS:12/31/2017 CONTRADICT THEM. LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE NRTL• NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. PIPING SYSTEM. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES �y n 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. WARRANT EACH SYSTEM EACH ELEMENT THEREOF AGAINST All DEFECTS DUE TO SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDMDUALLY OR CONNECT THEM TO MGL " GUI 7 FAULTY WORKMANSHIP, DESIESI EACH OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE A HORIZONTALLY VENTED UNE AS SHOWN ON THE DRAWINGS. OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER THE TERMS APPROVED EQUAL', 'EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD AND SHALL MEAN ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE WITH NEOPRENE GASKET JOINTS, MEETING ASTM A74, MANUFACTURED BY AB & I FOUNDRY, DOMESTIC WATER: ARRANGE COLD AND HOT PIPING TO DRAIN AT THE LOWEST POINT IN ITEM OR MANUFACTURER SPECIFIED'. THE TERM "APPROVED" SHALL MEAN LABELED, WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. HUBLESS EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCHEDULE 40 DWV ASTM CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL' CELL CLASS 12454-B WITH ASTM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND H E N E RSO' THE TERM LEAD FREE REFERS TO THE WETTED SURFACE OF PIPE, FITTINGS AND FIXTURES IN WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY POTABLE WATER SYSTEMS THAT HAVE A WEIGHTED AVERAGE LEAD CONTENT LESS THAN OR BY CODE. THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS EN O I N E E R Si 1 EQUAL TO 0.259: PER SAFE DRINKING WATER ACT AS AMENDED JANUARY 4, 2011 SECTION CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER 1417. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE OTHER INSULATION (MINIMUM R-8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. OR OWNER. 8345 LENEXA DRIVE,SUITE 300 BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND AT THE TIME OF SUBSTANTIAL COMPLETION, DEUVER TO THE OWNER ALL WARRANTIES. IN CISPI 301, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING LENEXA,KS 66214 MATERIAL AND WORKMANSHIP WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING THE TRADEMARK OF THE CISPI AND NSF. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC PIPE AND VALVE MARKERS TEL 913 742 5000 FAX 913 742 5001 MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE MEETING ASTM B1784, 'SOUR WALL" CELL CLASS 12454-B WITH ASTM 2665 SOCKET PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROLw•hei'en9•tom . FII I WIGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. OWNER AND STATING THE COMMENCEMENT DATE AND TERM UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN 1592095935 IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT: 1-1/4" AND LARGER WASTE FACTORY-FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO SPARE PARTS CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DWV" COPPER WITH LAWN-WATERING HOSE BIBBS, AND SHUT-OFF VALVES AT PLUMBING FIXTURES AND SIMILAR DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS TO INCLUDE FAUCET WASHERS AND WROUGHT COPPER DRAINAGE PATTERN FITTINGS WITH COPPER SWEAT OR COMPRESSION ROUGH-IN CONNECTIONS OF END-USE FIXTURES AND UNITS. NUMBERS. 0-RINGS, FLUSHOMETER REPAIR KITS, AND WATER CLOSET TANK REPAIR KITS FOR THE JOINTS AT FIXTURE TRAP CONNECTIONS AND THREADED JOINTS AT CONNECTIONS TO CAST PIPE, PIPE FITTINGS, PIPE SPECIALTIES, AND VALVES SHALL BE MANUFACTURED IN PLANTS FIXTURES FURNISHED FOR THIS PROJECT. IRON PIPE. LOCATED IN THE UNITED STATES. • WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND 'WORKMANLIKE" COINCIDENTAL DAMAGE PIPING AND EQUIPMENT INSULATION 1584 PLUMBING FIXTURES AND EQUIPMENT APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. DOMESTIC COLD WATER, HOT WATER, INDIRECT, AND CONDENSATE DRAIN PIPE WITHIN PLUMBING FIXTURES CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH BUILDING) 1" ONE-PIECE FIBERGLASS COVERING WITH FIRE-RESISTANT JACKET WITH SELF- INSTALLATIONS SHALL BE MADE INA MANNER THAT WILL COMPLY WITH APPLICABLE CODES SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS- FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR AND LAWS. EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL CORNING, OR ARMSTRONG. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED BY MANSFIELD AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER OR APPROVED EQUAL BY AMERICAN-STANDARD, CAROMA, CRANE, ELJ£R, GERBER, KOHLER, INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CUTTING AND PATCHING CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WITH INSULATION SEALER. TOTO-KIKI, OR ZURN. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY OR EQUAL BY CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR EXCEPTION FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF JUST. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY ELKAY OR APPROVED EQUAL BY PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. THE VERTICAL PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF ACORN / AQUA, HALSEY TAYLOR, OR HAWS. PROVIDE MOP SINKS AS SCHEDULED BY STERN- . AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY INSULATION AND VAPOR BARRIER WITH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR WILLIAMS OR EQUAL BY ACORN ENGINEERING CO., FIAT, OR FLORESTONE. PROVIDE AND RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR COLD PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. INDICATED. APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL TEMPERATURE CALCIUM SILICATE BY JOHNS-MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG CONTRACTORECION. PATCHING SHALL PATCH WALLS,ORIGINALFLGETC, AS REQUIRED BYTR WORK UNDER THIS STYROFOAM BILLETS BY DOW OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND SECTION. SHALL MATCH MATERIAL AND CONSTRUCTION. REPAIR AND C 534-01A, TYPE I WITH INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY INCLUDINGREFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT INSULATION SHIELD BY COOPER B-LINE / ARMACELL OR APPROVED EQUAL. INSULATION CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES MANNER SATISFACTORY TO THE ARCHITECT. USED IN BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE SHALL BE CHROME-PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. A TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. ROUGH-IN PIPING IS EXPOSED AT FIXTURES. PROVIDE 1" FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE OF ROOF. PROVIDE FIBERGLASS INSULATION ON VITREOUS CHINA FIXTURES SHALL BE OF THE BEST GRADE VITREOUS WARE. WITHOUT PIT REPAIR OR REPLACE PUBUC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK HOLES OR BLEMISHES, AND THE OUTLINES SHALL BE GENERALLY TRUE.. THE ENGINEER , PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE . ROUGH-IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT, AND ROUGH-IN FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS RESERVES THE RIGHT TO REJECT ANY PIECES WHICH, IN HIS OPINION, ARE FAULTY. FIXTURES REGULATIONS HAVING JURISDICTION. AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED SET AGAINST WALLS SHALL HAVE GROUND BACKS AND SHALL BE CAULKED WITH SILICONE EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. PIPING. SEALANT OF A MATCHING COLOR. COORDINATION EQUIPMENT FURNISHED BY OTHERS COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING PLUMBING FIXTURE TRIM COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF COVERS. FITTING COVERS, JACKETS, AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS SUBMIT CERTIFICATION THAT FAUCETS AND TRIM COMPLY WITH NSF 61 ANNEX G AND / OR WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. FURNISH AND INSTALL ROUGHED-IN WASTES, VENTS AND WATER SERVICES. PROVIDE FINAL AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND NSF 372. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE CONNECTION TO KITCHEN EQUIPMENT, FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RELOCATED AT NO ADDITIONAL COST TO THE OWNER. ON THE DRAWINGS. PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON WITH THE EQUIPMENT, INCLUDING TRAPS, STOP VALVES, PRY'S, INDIRECT DRAIN FROM LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. EACH ITEM. EQUIPMENT TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE UNLESS NOTED ELSEWHERE, GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. HEREIN.IN BUILDINGTRA CONSTRUCTIONORHREQUIRED FOR INSTALLATION OF C O SYSTEMS SPECIFIEDN PIPING JOINTS PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, SPEAKMEN. ZURN, OR T&S ACONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION DIVISION 15 CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH-IN DIMENSIONS, BRASS. REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALLOKEEP INFORMEDA AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD- SHALLSS TO THE WORKS OTHER TRADESCHENGAGED IN THE TO INTERFERTIONE OF THE DELAY THE INSTALLATIONS. / FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE PROVIDE SINGLE LEVER HANDLE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO,JUST, EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN KOHLER, SPEAKMEN. OR SYMMONS WORK OF OTHER TRADES. SLAB, IN WHICH I- ALTERNATES SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. FIXTURE P-TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS Z CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY REFER TO THE ARCHITECTURAL PORTION OF THE SPECIFICATION FOR LIST OF ALTERNATES. TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME LL1 PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND 2 co M OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN APPLICABLE SECTIONS OF THE BASE SPECIFICATIONS SHALL APPLY TO ALL WORK REQUIRED BY LU CV AVOIDED BY PROPER CHECKING AND VERIFICATION. THE ALTERNATE UNLESS OTHERWISE SPECIFIED. DETERMINE WHETHER OR NOT AND HOW ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE TUBULAR, OR ZURN. EACH ALTERNATE AFFECTS WORK. INCLUDE LABOR, MATERIALS, EQUIPMENT AND JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. LAVATORY, SINK, AND WATER CLOSET SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT O Z PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR TRANSPORTATION SERVICES NECESSARY FOR AND INCIDENTAL TO THE COMPLETION OF FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR WORK UNDER EACH PARTICULAR ALTERNATE. FURNISH SEPARATE BID FOR EACH ALTERNATE PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR TYPE WITH FULL TURN BRASS STEM, WHEEL HANDLE OR LOOSE KEY TYPES AS NOTED ON IX Q Z SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. APPLICABLE TO WORK. STATING THE AMOUNT TO BE ADDED OR DEDUCTED FROM THE BASE WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES, OR DRAWINGS, SHALLOW STEEL FLANGE, 3/8" COPPER RISER FLANGE, ALL CHROME PLATED, a BLD MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL FINAL CONNECTION AS REQUIRED: BY MCGUIRE, BRASS CRAFT, EBC, PROFLO. OR ZURN. F. 0 ORDINANCES AND CODES SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE - NO Q FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET LAVATORY DRAINS SHALL BE GRID TYPE CHROME PLATED 17 GAUGE BRASS OPEN GRID WITH WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE MISCELLANEOUS REMODELING WORK AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS 1-1/4" X 6" LONG SEAMLESS BRASS TAILPIECE AND BRASS LOCKNUT WITH HEAVY RUBBER V . �,j� % Ci Q WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT STEEL BANDS WITH MASTIC. BASIN WASHER AND FIBER FRICTION WASHER, BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, L� FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING EBC. PROFLO, WATTS BRASS AND TUBULAR. OR ZURN. � QLLI ife SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. PIPING INSTALLATION O Z W p < AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER W 8 0 PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO AND STRAINER BODY WITH 1-1/2" X 4" LONG SEAMLESS BRASS TAILPIECE AND CAST BRASS O. I` / I.- (- SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL LOCK AND COUPLING NUTS BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE ZURN.. REVISIONS CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), OF THE WORK SHALL BE SEALED GAS-TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SILICONE. SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT AMERICAN SOCIETY OF' TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY CHROME-PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS, OR WALLS REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING SHALL TAKE PRECEDENCE. BEFORE FINAL FLOOR FINISHING. PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. GENERAL MECHANICAL NOTES: INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A 1. SYSTEM SHALL BE BALANCED BY THIRD PARTY NEBB CERTIFIED THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR, AND FURNISH SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW-CUT EXISTING CONCRETE FLOOR AS ZINC-PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. PERSONNEL SUBMIT T&8 REPORT TO ENGINEER FOR REVIEW, CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELI) RESPONSIBLE REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB- NO FERROUS METAL-TO-COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL UGHTS AND GUARDS FOR FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING BE ALLOWED. THE SAFETY OF THE PUBLIC. REQUIREMENTS. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B- MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PROTECTION OF EQUIPMENT AND MATERIAL EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB INTO GOOD OPERATING CONDITION. ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS SITE. COVER WITH WATERPROOF, TEAR-RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER ' AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. PATCH HOLES WEATHER-TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING PIPES, CONDUIT, OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT 3. CONTRACTOR SHALL FIELD VERIFY THAT THE EXISTING EQUIPMENT DAZE EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, ITEMS SUCH AS PIPING. INTERVALS AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH INCLUDING ACCESSORIES IS NOT DAMAGED AND IS IN GOOD WORKING AND CONTRACTOR IS OBUGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. KIND AT HIS OWN EXPENSE. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING PROVIDE TWO NUTS ON THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL ORDER. REPORT ANY DEFICIENCIES TO THE OWNER AND/OR ARCHITECT. STANDARD FITTINGS AND JOINING PRACTICES. HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: BLRA NCI. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. 4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING HVAC EQUIPMENT COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. TERMINATION OF THE WORK. CONDENSATE DRAINAGE IS EXISTING AND INSTALLED PER CODE AND COORDINATING WITH SHALL BE B-LINE #83170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. MECHANICAL AND PLUMBING CONTRACTORS TO PROVIDE NEW CONDENSATE DRAINAGE TO ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B- CHAD FILE PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, MEET CODE AS NECESSARY. LINE #83170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED 5. THERMOSTATS SHALL BE LOCATED AND SET BY MECHANICAL CONTRACTOR AND WIRED TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. COPPER TUBE 4" AND LARGER SHALL BE B-LINE #83100 GALVANIZED STEEL CLEVIS TYPE. IN CONDUIT BY ELECTRICAL CONTRACTOR. THERMOSTATS SHALL BE LABELED WITH SYSTEM TESTING AND ADJUSTING SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B-LINE ASSOCIATED HVAC UNIT. MOUNTING HEIGHTS SHALL BE 48" AFF TO MEET ADA ' KEEP THE MANUFACTURER-PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. SHEET TITLE SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN B-UNE 83199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT VERIZON TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U- AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE 6. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING SHALL BE B-LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS MECHANICAL DAMAGE RESULTING THEREFROM. AND ATTACH TO BARE TUBE. ELECTRONIC DRAWINGS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID A N V PLUMB1NC NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID IN PREPARATION OF SHOP OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3" AND SMALLER. CLEVIS HANGERS FOR 4" AND a OBTAIN ELECTRONIC DRAWING FILES IN D OR DXF FORMAT FROM THE ENGINEER UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO LARGER SHALL BE B-LINE #83100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS FORA SHIPPING AND HANDLING FEE OF $200 FORA DRAWING SET UP TO 12 SHEETS AND $15 CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SUPPORT VERTICAL PIPE SHALL BE B-UNE #83373 GALVANIZED STEEL. REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE NOTES PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS CONTRACTOR AT NO EXTRA COST TO THE OWNER. FOR WRITTEN AUTHORIZATION. CONTRACTOR SHALL COMPLETE AND SEND THE FORM INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE INSULATION PROTECTION SHIELDS: B-LINE #B3151 OF 18 GAUGE GALVANIZED SHEET METAL. ATTACHED AT THE END OF THIS SECTION ALONG WITH A CHECK MADE PAYABLE TO LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH HENDERSON ENGINEERS, INC. CONTRACTOR SHALL INDICATE THE DESIRED SHIPPING DEFECTIVE JOINTS, CRACKS, OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. 7. DUCTWORK AND PIPING SHALL BE ROUTED IN THE PLANE 2'-0" ABOVE THE CEIUNG METHOD AND DRAWING FORMAT ON THE ATTACHED FORM. IN ADDITION TO PAYMENT, DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE TO 6'-O' ABOVE THE CEILING. ROUTE DUCTWORK AS LOW AS POSSIBLE IN THIS ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. HANGER SPACING, ROD SIZES, & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. WITH B-UNE #83031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE PLANE EXCEPT AS NEEDED FOR DUCT CROSSINGS AND ROUTING AROUND OTHER 13( E&_1\. WITH B-LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. TRADES. LOCATE ALL EQUIPMENT, DAMPERS, AND VALVES THAT NEED ACCESS WITH UPON UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE CONNECT RODS IN WOOD CONSTRUCTION WITH B-LINE #83058 SIDE BEAM CONNECTORS. BOTTOM OF DUCT AT 2'-0" ABOVE THE CEILING. CONTRACTOR SHALL COORDINATE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: 000PYRIGHT •SERA INC.All RIGHTS RESERVED EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN ALL ROUTING AND HEIGHTS WITH OTHER TRADES, STRUCTURE, AND CEILING HEIGHTS , CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF COPPER TUBE: 1-1/2" AND SMALLER - EVERY 6' WITH 3/8"HANGER RODS; 2' EVERY 10' WITH PRIOR TO FABRICATION OR INSTALLATION. SHIT THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, 3/8"HANGER RODS; 2-1/2" EVERY 10' WITH 3/8' HANGER RODS; 3" EVERY 10' WITH 1/2" REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. • OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. REFERENCE FED ENCE ON•'r' Y 1 • NOT APPROVED WITH THIS PERMIT M P 1 .. sJ i W e _ Z Li VI1 i ,, i SEISMIC NOTES GENERAL NOTES /... $ a CO THRU BOLT TYP 1 SQUARE WASHER 3 & HEX NUT —'� REFER TO SEISMIC RESTRAINT SHEET SR1 FOR 1. SANITARY SEWER PIPING SHOWN IS BASED ON a4 INSTALLATION DETAILS. REFER TO THE ALL THREAD ROD TYP �.,_, SPECIFICATIONS FOR FURTHER INFORMATION. 1/4" PER FOOT FALL FOR PIPING 3 AND FENDER WASHER & HEX NUT "'� SMALLER AND 1/8" PER FOOT FALL FOR St f PIPING 4" AND LARGER. COORDINATE " -- . FOR 6 INCH PIPE AND BUILDING SEWER LOCATION AND INVERT t PIPING LARGER, USE THRU BOLT ELEVATION WITH CIVIL DRAWINGS. ` 7 • a BRACKET CONNECTION, WHERE N Y INSULATION POSSIBLE. USE TRAPEZE \:..�. 2. PROVIDE ADDITIONAL TRAP SEAL PRIMERS AT fj* li� HANGER WHERE JOIST WEB /!� �- PIPINGSECTION AA ITY NO REFER REQUIRED TRAP PBY RIMER N r.r. CONFLICTS WITH THRU BOLT-INSULATION TOP BEAM DETAIL. PC) " o �_ PIPING SHIELD C-CLAMP TYP N 3" 3" 24" 6" 3. INSTALL VTR'S A MINIMUM OF 24" FROM BRACKET PARAPET WALL AND A MINIMUM OF 10 FT. TYP MA MAX MIN MAX A A DECK TYP FROM OUTSIDE AIR INTAKE OF ROOFTOP sex PN _ 9 10 EQUIPMENT. REFER TO VTR DETAIL. 1 3/8 ALL <' w 4. REFER TO RISER DIAGRAMS AND PLUMBING THREAD RODS` �,� INSULATION • A FIXTURE SCHEDULES FOR ALL PIPING AND /it� ' .• i PIPING I I �� PIPE SIZES NOT SHOWN ON PLAN. (i-„Lic.5,..01-.C'(.11PNIZ94'6,.1",•047=''�� INSULATION JOIST PANELI5. FOR PIPING ROUTED ON WA S POINTS TYP r EXTERIOR LL 84639PE SHIELD ROUTE PIPING ON THE INTERIOR SIDE OF 2.5"x2.5"x.25" ANGLE OR CLEVIS TOP CHORD OF JOIST INSULATED WALL TO PROVIDE FREEZE o �> I I PROTECTION. �FE�� P 1 5/8x1 5/8" UNISTRUT HANGER OL OREGON �o MAINTAIN VISIBLE —� + .L + I H + - - GI 6" M ( CLEARANCE BETWEEN PIPE , , 6. INSTALL CONTINUOUS SEALANT JOINT AT ALL qN 0 E��• " AND JOIST MEMBERS TYP --,715 + IT- "1 r' -fl EXTERIOR WALL PENETRATIONS. # o IL -� L -� # •• _ F - F = 7. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE I XPIRFS:12/31/2017 1.OTUTILIZE FOR ALL PIPING EXCEPT SPRINKLER, +� + BREAKROOM (SINK2 I I I I AND BECOME FULLY ACQUAINTED WITH THE ROOF DRAIN, AND REFRIGERATION PIPING. ` - C- - �' •• •. • • L - J L - J EXISTING CONDITIONS OF THE PROJECT 2, SPACE HANGERS AND SUPPORTS IN ACCORDANCE WITH SPECIFICATIONS. S Mar 1 2017 • i ,. • EXISTING CONDITIONS WERE TAKEN FROM 3. LOCATE HANGERS WITHIN 3 INCHES OF JOIST PANEL POINTS U.N.O. # 2 4. DO NOT SUPPORT PIPING FROM BOTTOM CHORD OF BAR JOISTS. WC* 4-p_-,, -- .. . ; • • _ _r__- - c_- __� _ c_��` _ ORIGINAL DRAWINGS AND MAY NOT REFLECT L.A NJ S 5. INDIVIDUAL PIPES 3 INCH AND SMALLER NOT REQUIRED TO BE WITHIN 3 INCHES OF PANEL POINT. o,(ETR is F c + ' + + ' ' ' ' - EXACT AS-BUILT CONDITIONS. COORDINATE 5 .. . TR '1I '� _ �' _ E� _ �+ r` _ NEW WORK AND DEMOLITION WITH OTHER 6. FOR PIPE RUNNING PARALLEL TO JOISTS, ATTACH TRAPEZE BEAM CLAMPS TO JOISTS ON EACH t COO�S� E I o 2"SS� \4"ETR DISCIPLINES AND EXISTING CONDITIONS PRIOR HENDERSOI I SIDE OF PIPE TYP. TO CONSTRUCTION. , 7. TRAPEZE COPPER PIPES GERS FULLAOFD ALL THREAD WATER (37.62 ODS ARE LBS/FT) ORZED TO EQU EQUIVALENT. IFMAX) 6 - 3 INCH LOAD EXCEEDS MAXIMUM,R WH1 �k 1/2"HW y " --''- — ENGINEERS; ! _ 1 j2 HW / 8. AT CONTRACTOR'S OPTION, IN LIEU OF CONTACT THE EOR FOR PROPER SIZING. ETR — di ETR ^ COPPER WATER PIPING, PEX OR AQUATHERM LENEXAI3345LENEXAORIVE,SI#ITE300 I KS 66214 - I 1 j2 CW 1/2"CW / .. ,/ „, PIPING MAY BE USED. REFER TO EQUIVALENT 1cE�4137425 0 FAX 9137425001 I TOILET liiETR <� �) PIPE SIZE SCHEDULE AND SPECIFICATIONS. 000 FA 91374PIPE SUPPORT ( o GW ETR _ / ..� , T 4 WCO 1542095435 NTS 11.18.08 MP55 ETR WC8 ■ — - '. 1 L2 ETR i 1 # ETR 10 FD1 ` I ETR I 4'4�o , ., ^ ' iss.„ / F = a EWC1 En PLUMBING SYMBOLS ETR a u o ci :,m s�■"� / L - { 1 1/2"V 3"ETR i - # VTR I I �` / _� - C- 1_0 1 SS SANITARY SEWER SINK2 ETR L2 Ca (-a •"'`'•.. ..-/ , + + I SINK1 ETR WC8 C `mJ - - GW GREASE WASTE 2 FD1i ETR ic, 3ETRRJ i ETR # - ETR C INVENTORY L - DOMESTIC COLD WATER HALLWAY & - - - TOILET VERIZON DOMESTIC HOT WATER r 2"SS 1 1/2" I N\ I �'2` (/ , ISI BALL VALVE r 5 ETR 2"V �,\ 5 ETR G� 2"V # I ` ` PLUMBING VENT / " 2„� WC8 ETR 1 1/2"V P'" ETR WC8 ', ` - / `4,/ C ELBOW - TURNED DOWN WCO 5 E1 ETR \ ETR ETR I I (' ,') ,,..ETR 5 ETR/ (<. ` ,� 0 ELBOW - TURNED UP ,G� ` -. -NP A �` - - [] - - -- - - - \.—�- �—s� - - - - - - - - - - B .. TEETURNED DOWN % no _ - -�--- -..,\ —C) TEE - TURNED UP ETR L2 FD1 �''''''' ''� �� `,G'� ,''�"/ > 1 1 j2"V ETR ETR ETR i I /r� W .� / � /' � WATER PRESSURE REGULATOR Z EWC1 ft /I /! / W ETR / 1.7 \1 k-%j \ _- __. _..._ �. 0 WATER/FLOW METERIT] W co el 1 i DWV RISER 1 WHA WATER HAMMER ARRESTOR01 z p Cil Z GI NTS ii�- . �-�., Ce 0 C- O H .. ii A .‘ ii \ .. I 1T & P RELIEF VALVE �_ N Q rx -_' /1 `�.......% Ii - ® FD1 FLOOR DRAIN W Q 1..L _ Q z W o a 4 # _ 4 F(--- ,_ - # 0 ROOF DRAIN t3- I-- ifl H _ J N`•�bi '/ 1 1 —0 FCO FLOOR CLEANOUT REVISIONS MI # # _ _ / I I 1 I —Ii WCO/CO WALL CLEANOUT/CLEANOUT \\` +c = � Ic = - 1 t9 CONNECT TO EXISTING I I I I (Tut II _I lar. / ETR EXISTING TO REMAIN I .- 1i Ii J I I I I SINK2 r PLUMBING FIXTURE SCHEDULE: I \ ��/ \ FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED �� J BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF I I \N�` I THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND SINK1 \' i F = INSTALLATION REQUIREMENTS. VERIFY ROUGH-IN REQUIREMENTS WITH earn NO. 1 1 MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER L i J MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL 1 I I FDRAWINGS FOR THEPLUMBING FIXTURE MOUNTING HEIGHTS. CADO FILE WA (--*-.) 1 WH1 - -� C- -�°- J SINK (ADA ACCESSIBLE): JUST # SL-ADA-1921-A-GR, 19" x 21" x 5-1/2" 111 1 1 1 1 1 1 DEEP, SINGLE COMPARTMENT, SELF-RIMMING, 18 GAUGE TYPE 304 STAINLESS SHEET TITLE ETR ETR # 1 I i - -1-� 11 - y _ �. __II STEEL, FIXTURE WITH FAUCET LEDGE. SET IN BED OF PUTTY. PROVIDE DRAIN `� p / •, C -i ) ll - u 1 1 I - OPENING ON RIGHT SIDE. V ER I ZON 3/4 GW 0 WC8 11 : i 1 1J P 11 FAUCET: JUST # J-900 8" CENTERSET LEAD-FREE FAUCET WITH SINGLE - LEVER HANDLE AND 1.0 GPM AERATOR. PLUMBING ETR WC8 ETR lL _1J fT - Tt I I 1 4ETR I I I I 1t I I I I TRIM: NIBCO 7145A-LF LEAD FREE QUARTER TURN BALL IL.:. .S1 1 - COMPRESSION LEVER HANDLE TYPE ANGLE STOP VALVES WITH 3/8" CHROME PLANS 3/4"CW 1 . '� ��F -N\ PLATED COPPER RISERS AND ESCUTCHEONS, McGUIRE # 151 M CUP STRAINER f _ ,,'1 x% WITH 1-1/2 17 GAUGE TAILPIECE, McGUIRE # 8912-C-F 1-1/2 17 GAUGE DETAILS ETR —# 1 r - - - - - - - - - - AND L L2 -t'i- A TUBULAR CHROME PLATED BRASS ADJUSTABLE P-TRAP WITH BRASS CLEANOUT EWC1 ` ETR ETR ' I 1 I CL '� r J 1. J '��#,, 4_ AND ESCUTCHEON. ETR J • i I I / 0 - €- cm JANITOR'S SINK; FLORESTONE MODEL MSR-2424, 24" x 24" x 10" EWC1 I �,/ HIGH COMPRESSION MOLDED FIBERGLASS BASIN WITH INTEGRAL DRAIN BODY BCRA ETR # L. # I AND CHROME STRAINER. I FAUCET: FLORESTONE MR-371 FAUCET WITH WALL BRACE, INTEGRAL 000PYRIGHT -BCRA.INC.ALL RIGHTS RESERVED 0 T VACUUM BREAKER, PAIL HOOK, AND 3/4" MALE HOSE THREADED OUTLET. Std WATERi E R RISER II SECURE FAUCET #N WALL WITH BACKBOARD. f-� — J # I I I # TRIM: # MR-377 STAINLESS STEEL WALL SURROUNDS, # MR-370 FIVE FOOT LONG HOSE AND WALL CLAMP, MR-373 STAINLESS STEEL RIM GUARD, NTS AND MR-372 MOP HANGER. Q ® THERMOSTATIC MIXING VALVE: POWERS # e480, SOLID BRASS BODY, P 1 � s PLUMU ING PLAN WAX ELEMENT, CORROSION RESISTANT INTERNAL PARTS, AND INTEGRAL ►...1 „ = 1 ,, -� CHECKS, ASSE 1070 COMPLIANT, CAPABLE OF 2.2 GPM WITH A 20 PSI R�FERENCE ONLY , 1/4 -0 DIFFERENTIAL AND A MINIMUM FLOW RATE OF 0.5 GPM. MAXIMUM w TEMPERATURE STOP SET FOR 110 DEGREES. MOUNT BELOW THE PLUMBING e o FIXTURE WHERE INDICATED ON PLAN(S). NOT A 'PROVED WITH THIS PERMIT z d w i S ISMIC CONTROLS FOR MEPE SYSTEMS (1..b.81 c SEISMIC PROTECTION CRITERIA: RISK/OCCUPANCY CATEGORY: CONTRACTOR'S SEISMIC ENGINEER TO DETERMINE 3 SITE SOIL CATEGORY: CONTRACTOR'S SEISMIC ENGINEER TO DETERMINE SEISMIC DESIGN CATEGORY: CONTRACTOR'S SEISMIC ENGINEER TO DETERMINE e COMPONENT IMPORTANCE FACTOR: DETERMINED FROM ASCE 7-2010 0 fi THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIREMENTS FOR ,, SEISMIC BRACING OF MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS. SEISMIC N t PROTECTION CRITERIA USED TO DETERMINE SEISMIC BRACING REQUIREMENTS OF ALL R° u' MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL BE DETERMINED BY THE APPLICABLE L CODE ADOPTED IN THE PROJECT JURISDICTION. WHERE NOT ALREADY DETERMINED WITHIN 4- THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING A n LICENSED PROFESSIONAL ENGINEER TO ESTABLISH BUILDING SITE CLASS, SEISMIC DESIGN CATEGORY, SEISMIC ZONE OR ANY OTHER CRITERIA NECESSARY TO DETERMINE THE SEISMIC JOIST • REQUIREMENTS FOR SEISMIC BRACING ON MECHANICAL, ELECTRICAL AND/OR PLUMBING gli:::) es1 4 ATTACHMENT HARDWARE SEISMIC JOIST SYSTEMS. 0, I ATTACHMENT •-• c { "Am... -.sp.. HARDWARE TYP �;■r,■�. SEISMIC BRACING OF FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE r WITH THE PROVISIONS OF NFPA 13 (2010 OR LATER EDITION). E�1 �� SEISMIC CABLE �'� SEAL III metal BRACE TYP �� .� �`� III ;,fro THE CONTRACTOR SHALL DETERMINE THE TYPE AND LOCATION OF SEISMIC BRACING REQUIRED N. ALLTHREAD ROD `� :, FOR THE MECHANICAL ELECTRICAL AND PLUMBING ELEMENTS SHOWN ON THE DRAWINGS ALLTHREAD ROD BASED ON THE ESTABLISHED SEISMIC CRITERIA, THE SIZE AND WEIGHT OF THE SUPPORTED SEISMIC ELEMENT AND THE DISTANCE FROM STRUCTURE OF THE SUPPORTED ELEMENT. SOLID BRACE SEISMIC CABLE THE CONTRACTOR SHALL SUBMIT THE FOLLOWING SHOP DRAWING INFORMATION TO THE AUTHORITY HAVING JURISDICTION AND HOOK THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL: BRACE- (1) SEISMIC ANALYSIS LISTING ALL APPLICABLE SEISMIC DESIGN CRITERIA (2) DESCRIPTIVE CATALOG DATA OF SEISMIC BRACING MATERIALS, (3) SHOP DRAWINGS SHOWING BRACING TYPE AND LOCATION, (4) INSTALLATION DETAILS OF ALL BRACING USED AND (5) CALCULATIONS SHOWING THAT THE SEISMIC RESTRAINTS MEET THE SEISMIC REQUIREMENTS. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT AND EMPLOYED BY THE MANUFACTURER STEEL BRACE 45'±15' AIRCRAFT CABLE OF THE SEISMIC BRACING PRODUCTS. CALCULATIONS SHALL INCLUDE DEAD LOADS, STATIC 45'±15' .� „<: BY SEISMIC SEISMIC LOADS AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS. `' � RESTRAINT ,�1 MANUFACTURER SEISMIC BRACING, RESTRAINTS, O p I`•/ ISOLATORS, AND ISOLATION MATERIALS SHALL BE OF THE SAME V III V ,� MANUFACTURER AND SHALL BE CERTIFIED BY THE MANUFACTURER. APPROVED MANUFACTURERS ARE: AMBER/BOOTH COMPANY, INC., KINETICS NOISE CONTROL, INC., LOOS & COMPANY, INC., MASON INDUSTRIES, INC., UNI-STRUT, VIBRO-ACOUSTICS, OR B-LINE/TOLCO. EACH DEVICE SHALL HAVE A PRE-APPROVAL NUMBER FROM CALIFORNIA OSHPD OR OTHER ', t 111111114111, RECOGNIZED GOVERNMENT AGENCY SHOWING MAXIMUM RESTRAINT RATINGS. PIPE CLAMP MAY BE 0 SEISMIC BRACING MEASURES TO BE APPLIED TO MECHANICAL/ELECTRICAL/PLUMBING iiiHENDERSOI ROTATED TO GAIN ACCESS EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE , TO STRUCTURE ABOVE _.-MAXIMUM 4 IN. I TO STRUCTURE 1 PIPE CLAMP AABOVE BE ROTATED TO GAIN ACCESS LOCAL, STATE, AND/OR FEDERAL CODES AS WELL AS MANUFACTURER'S REQUIREMENTS. THE ENGINEERS. MAXIMUM 4" MOST STRINGENT CRITERIA SHALL APPLY. ALL ANCHOR CONNECTIONS TO STRUCTURE FOR SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT, REGARDLESS OF THE NEED FOR 8345 LENEXA DRIVE,SUITE 300 SEISMIC RESTRAINTS, SHALL BE SHOWN ON SHOP DRAWINGS. LENEXA,KS 66214 LONGITUDINAL SEISMIC SOLID BRACE LONGITUDINAL SEISMIC CABLE BRACE TEL 913 742 5000 FAX 9137425001 www.hei-eng.cem Q FOR CLEVIS SUPPORTED PIPE/CONDUIT FOR CLEVIS SUPPORTED PIPE CONDUIT 1592095935 8 0NTS NTS PIPE/CONDUIT SEISMIC JOIST • ATTACHMENT HARDWARE SEISMIC JOIST SEISMIC JOIST ATTACHMENT SEISMIC CABLE ATTACHMENT r� -1'r HARDWARE TYP BRACE TYP -'r 1 HARDWARE . -s ® =s III III ;,t -lin III I ALLTHREAD SEISMIC SOLID ;, e SEISMIC ALLTHREAD ROD TYP BRACE TYP SOLID ROD TYP-N • BRACE PIPE CLAMP PIPE CLAMP ALLTHREAD ROD OR U-BOLT OR U-BOLT PORIPEU-BOLT CLAMP r J 45'±15' L_ .1 ,1 1 <, STEEL BRACE • 0111M0I I AIRCRAFT CABLE L STEEL BRACE 45"±15' N -_= ,,, �� -%� (� 'A1 "" BY SEISMIC i r W .. �'° �"' "' q" SEISMIC CABLE BRACE WITH HOOK , AINT MANUFACTURER 45'±15'ATTACHMENT ONLY SHOWN INfl>r , , (411117) TRANSVERSE DIRECTION FOR CLARITY. ADDITIONAL BRACING IS REQUIRED AS SEISMIC STEEL BRACE ONLY SHOWN IN SHOWN IN PLAN VIEW BELOW. TRAPEZE SUPPORT TRANSVERSE DIRECTION FOR CLARITY. Lihii iiii. v TRAPEZE SUPPORT EZ ADDITIONAL BRACING IS REQUIRED AS SHOWN IN PLAN VIEW BELOW. ,....!I I I I glk....!Ill 4 I L.%Te. al 116 ?- t= �_ r N I _Ilii Oil_ . w 1lyt . " 0 Z Hiil 111, 11111—.....111:1 = 111111 I'M -_ a .., ,_ all: all • :,..... c ji, _.......z_vivit....:.,„: Ill ro • SJI Oil PI ; • il • NQ c d ALL--DIRECTIONAL SEISMIC SOLID BRACE ALL-DIRECTIONAL SEISMIC CABLE BRACE TRANSVERSE SEISMIC SOLID BRACE EL F- REWSIONS 6 FOR TRAPEZE SUPPORTED PIPE/CONDUIT FOR TRAPEZE SUPPORTED PIPE/CONDUIT j� FOR TRAPEZE SUPPORTED PIPE/CONDUIT NTS0 NTS - ' NTS SEISMIC JOIST ATTACHMENT SEISMIC CABLE r �_F� HARDWARE TYP BRACE TYP 1�1 DATE •`4S $ III A"- ALLTHREAD SEISMIC JOIST BCRA N0. ROD TYP SEISMIC JOIST ATTACHMENT 14' ATTACHMENT _;a!■_. HARDWARE TYP PIPE CLAMP HARDWARE �1ESEISMIC CABLE �'rC O FlLE BRACE TYPOR U-BOLTSEISMIC III -=:�iIIILrSOLID BRACE iRtE 45'±15' L_ VERIZON • , AIRCRAFT CABLE �� BY SEISMIC ALLTHREAD ROD ALLTHREAD ROD SEI SM I C g? ► —moi . — . RESTRAINT THE MECHANICAL, ELECTRICAL, AND RESTRAINT ,•� �• - •� � , J MANUFACTURER SEISMIC CABLE REFRIGERATION SYSTEMS FOR THIS PROJECT DETAILS 16 ^ �BRACE HOOK TYP SHALL BE SEISMICALLY RESTRAINED. THIS TRAPEZE SUPPORT45'±15' ;. �;. AIRCRAFT CABLE 1 ` BY SEISMICSHEET DEPICTS SCHEMATIC INSTALLATION ,: