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Plans (9) B -U- P2014 00258 SET 2 OF 2 CITY OF TIGARI3► A ,� �E R> IEWED FOR CODS COMPLZANC8 Appmvc& [� '� cic.T ,I 0 2014 OTC. t l : Permit - "CYT I A�N ♦ Addresss (�`� ' D �, Suite#s `� :° � , _ _ - C ¢ P $y.; Dates a = o 0 OFFICE COPY 3 :� O N Q ;C ;O :N I i3 ;o is .o w t_ •X =N Project Directory Drawing Index _W 'L ` ;3 l Owner I ISSUED OR RE-ISSUED W/TH REVISION 0 0 0 0 LULULEMON ATHLETICA CANADA, INC 0 400-1818 CORNWALL AVE ®1 RE-ISSUED WITHOUT REVISION ® j PROGRESS ONLY kD 0 q) VANCOUVER BC V6J 1 C7 a Q Q 8 o a a a TELEPHONE: 604.732.6124 0 0 � CONTACT. BRYONY OSBORNE Q Q Q EMAIL:bosborne lululemon.com ARCHITECTURAL T U _ Project Management G002 RESPONSIBILITY SCHEDULE & NOTES ® ® ii r. r LULULEMON ATHLETICA CANADA, INC .o e m m 400-1818 CORNWALL AVE G004 STEP AN E SUMMARY & EGRESS PLAN ® ® a Q VANCOUVER BC V6J 1 C7 AS01 SPECIFICATIONS ® ® Q Q Q Q a TELEPHONE: 403.630.2655 AS02 SPECIFICATIONS ® ® ;N CONTACT: GORD UHLICH AS03 SPECIFICATIONS EMAIL: orduhlich mail.com ASO4 SPECIFICATIONS L �� AS05 SPECIFICATIONS ® ® ��_ }'g Landlord D110 DEMO PLAN & RCP ® , '� : :,. �. a r r ;Y: x- u \ :Y MACERICH _ T;.��, .� 3 �� 11411 NORTH TATUM BOULEVARD �. it 's 3 .. ; . A110 CONSTRUCTION PLAN ® ® L a PHOENIX AZ 85028-2399 - a ' _.. - . Y": 3 .� k"k M : o � CONTACT. AARON PRATT - TELEPH NE. �_ A120 CEILING PLAN & SCHEDULE O 602.953.6750 -.a ;; .. . U :>:.::.:::..:: . ,` A121 CEILING PLAN - MECH COORDINATION EMAIL: r . a on. ratt macer�ch.com - .:.::.::.::..:..::: .::. . :.v`� \, Design Architect �\\\ \` A130 FINISH PLAN & SCHEDULE QUADRANGLE ARCHITECTS LIMITED .za. 901 KING STREET WEST, SUITE 701 A14o FIXTURE PLAN & SCHEDULE \;: N \� TORONTO ON M5V 3H5 _ TELEPHONE: 416.598.1240 `�`�',c A210 INTERIOR ELEVATIONS - SALES AREA '_ FAX: 416.598.3123 ,� � .z r CONTACT: GREG LIVINGSTONE A212 INTERIOR ELEVATIONS - BOH � ': �. A310 ENL. TOILET RM PLANS AND ELEVATIONS EMAIL. Irvin n r n I � � � � ;t Architect of Record \ \ ,,� A510 TYPICAL PARTITION TYPES & DETAILS MBH ARCHITECTS �� :Z 3 a 2470 MARINER SQUARE LOOP A520 TYPICAL CONSTRUCTION DETAILS ALAMEDA CA 94501 � , \ �,� ,. _ " hr ` i TELEPHONE. 510.865.8663 X3472 �. lJ..1 FAX: 510.865.1611 �_' ,;, ;` , ` :. A610 DOPICAL DETDAILS & T ® ® ;o �t �� CONTACT: THOMAS DULIK '. . 2 EMAI L: h m m h r h. m �' . � � Project Coordinator ,` "\ A711.1 STOREFRONT PLAN ® ® (� a �� i Z \.� ` A711.2 STOREFRONT RCP LULULEMON ATHLETICA CANADA INC 4 *\ ��' i E 40 -1818 CORNWALL AVE , i 4 a A712 STOREFRONT ELEVATION ® ® o �� A713 STOREFRONT PLAN DETAILS ® ® r ~ N �: ,.� \ . i`�� A714 TOREFRONT SECTIONS ® ® �' S � `� 2 Rig �� A715 STOREFRONT SECTION DETAILS j ..,. ': \ tN \ -. ;N - A811 ROJ SPEC ENLRGD FITRM PLN & ELEV ® ® N �, ■n En sneers .::: 4 A82o TYPICAL MILLWORK DETAILS ® ® N v, g iQ HENDERSON ENGINEERS INC :� :�... 4 �"., .. I�..I 1619 WALNUT STREET ' ti MEP —1 KANSAS CITY, MO 64108 � '� ' " E1.0 ELECTRICAL SPECIFICATIONS ® ;t =o CONTACT: NATHAN MALONE E1.1 ELECTRICAL SPECIFICATIONS ® �— EMAIL: Nathan.Malone hei-en .com REFER TO 6002 FOR LANDLORD SPECIAL INSTRUCTIONS E2.0 ELECTRICAL GEN. NOTES AND LEGEND ® ;. E2.1/ E2. ELECTRICAL DETAILS €s Building Department LEASABLE SPACE TOTAL - 1 830 SF E3.0 ELECTRICAL SCHEDULES AND ONE-LINE DIA. ® €o IS DtoLLL CITY OF TIGARD E3.1 ELECTRICAL LIGHTING CONTROL DETAILS ® o SALES FLOOR + FIT ROOMS 1 ,331 SF E4.0 ELECTRICAL LIGHTING PLAN ® `N WIMFORCO BUILDING DIVISION TOILET ROOMS, OFFICE, STOGKROOM, STAFF AREA = 4qq SF E5.0 ELECTRICAL POWER PLAN ® o FMMWrt WAOM PERMIT CENTRE BUILDING REAR EGRESS CORRIDOR = YES `� 13125 SW HALL BOULEVARD M1.1 MECHANICAL SPECIFICATIONS TIGARD OR 97223 SCOPE OF WORK: M2.0 MECHANICAL DETAILS AND SCHEDULES ® o TELEPHONE: 503.823.7300 =L NON STRUGTURAL INTERIOR TENANT IMPROVEMENTS M2.1 MECHANICAL DETAILS INGLUDIN6 STOREFRONT, MECHANIGAL, ELECTRIGAL, M3.o MECHANICAL HVAC PLAN ® ?� 8cal� 1`LT�. AND PLUMBING Date 13 uet 2014 P1.0/ P1.1 PLUMBING SPECIFICATIONS ® praw ey: M,A/SN DEFERRED SUBMITTALS: P2.0 PLUMBING DETAILS AND SCHEDULES C,�w*ad eta ( / Tp P2.1 PLUMBING DETAILS �969m13 FIRE SPRINKLER DRAWINGS P3.0 PLUMBING PLAN FIRE ALARM SYSTEMS Drawing: !N Z 0 V N RESPONS I B I L.1 TY 5CH EDU L.E GSI CONTRACTOR LULULEMON LANDLORD SUBMITTAL CONTRACTOR LULULEMON LANDLORD SUBMITTAL DIVISION DESCRIPTION REQUIRED NOTES G51 DESCRIPTION REQUIRED NOTES J Q FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED DIVISION FURNISHED INSTALLED FURNI5HED INSTALLED FURNISHED INSTALLED o o GENERAL CONDITIONS FINISHES m L SUMMARY OF WORK 9 GYPSUM BOARD A55EMBLIE5 SECURITY SYSTEMG.G. TO PROVIDE ELECTRICAL SUPPORT, G.G. TO 1 RESTROOM TILE v COORDINATE INSTALLATION, O.G. O GALL FOR ROUGH-IN c o o ELECTRONIC ARTICLE SURVEILLANCE (EAS) SYSTEM • • • . STOREFRONT TILE W CONDUIT AND TRENCHING BY G.G. USE CONDUIT ONLY HEN REQUIRED BY CODE WOOD FLOORING Q> o FURNITURE AND OFFICE EQUIPMENT • 0 WOOD BASE • • o o a d COMPUTER WIRING 0 0 CONDUIT BY G.G. IF REG2'D BY CODE VINYL BASE TELEPHONE SYSTEM WIRING 0 0 CONDUIT BY G.G. IF REO'D BY CODE RE51LIENT FLOORING 'Y MUSIC SYSTEM WIRING 0 0 CONDUIT BY G.G. IF REQ'D BY CODE FLOOR PREPARATION d 5UBFLOORING 0 GUTTING AND PATGHING 0 0 PAINTING FITROOM DOORS BY 6LW m SUBMITTALS 0 • • I O CONSTRUCTION SCHEDULES 0 0 5UBMI7 TO GM d LULULEMON WALL COVERINGS 1 o TEMPORARY FACILITIES, SERVICES AND CONTROLS 0 0 SPECIALTIES PROJECT CLOSEOUT 0 5UBMI7 TO LULULEMON 10 LOUVERS $VENTS o REMOVE EXISTING INTERIOR PARTITIONS, 8 FINISHES 0 MINIMAL WORK REQUIRED 0 F F I SPECIALTY STOREFRONT SIGNS o H REMOVE d GAP (E) PLUMBIN6, ELECTRICAL 0 STOREFRONT SEE STOREFRONT 51--HED. ON A-711 FOR MORE INFO. TEMPORARY ELECTRIC 0 STOREFRONT SIGN WIRING • COORDINATE YV/VENDOR Q TEMPORARY HEATING AND COOLING 0 FIRE EXTINGUISHERS AND CABINETS 0 • • COORDINATE W/ LOCAL AUTHORITIES LEGAL DISPOSAL OF ALL YVA57E MATERIALS TOILET ACCESSORIES • REFER TO A310 FOR INFO ID INSTALLATION OF BARRICADE0 GRAPHICS BY LLL TOILET 5I6N5 0 • • REFER TO A310 FOR INFO t 07EG U P Y O r G 54 MUSIG • CONDUIT BY G.G. INSTALLATION BY VENDOR :t INTERIOR PARTITIONS T 3 DEMISING PARTITIONS O A FRAMING @DEMISING WALL GYPSUM BOARD TENANT SIDE BALLET BARS ON MIRRORS COORDINATE W/MILLWORKER FOR CONNECTIONS PATCH &REPAIR 6YP5UM BOARD TENANT 5IDE 0 FITTING ROOM MIRRORS (INSIDE FIT ROOMS) REFER TO A810 FOR INFO a a a 4 a a U.L. PENETRATION GAULKING AT RATED ASSEMBLIES 0 FITTING AREA MIRRORS (OUTSIDE FIT ROOMS) GONCRETE FRAMED MIRRORS - (FEATURE) MIRROR BY GG, FRAME BY G.L.W. o CONCRETE 5AW GUTTING AND PATCHING AS REQUIRED EQUIPMENT 3 CONCRETE FINISH SLAB • • 11 COORDINATE W/VENDOR AT ANY SLAB LEAVE OUT LOCATIONS COMPUTERS � � ,� �-• "� CONCRETE SLAB LEVELLING AND REPAIR A5 REQUIRED COMPUTER SYSTEM • COORDINATE W/VENDOR METALS TELEPHONE SYSTEM 8 WIRING COORDINATE W/VENDOR 1 . T GASH REGISTER COORDINATE /VENDOR Y z 5 STRUCTURAL METAL FRAMING 'INCL. STEEL 57UD DESIGN BY ENGINEER FURNITURE ' METAL 57UD5, DRYWALL CHANNELS AND FURRING 12 MISCELLANEOUS , SHEET METAL BACKING/BLOCKING STRIPSARTWORK 8 GASH 0 WOOD AND PLA5TIG5 DISPLAY PLATFORM DETAILS ON A715 BULLETIN BOARDS /MARKER BOARDS 0 ROUGH CARPENTRY 6 BLOCKING 0 • SAFES AND DROP BOXES 0 • SAFE BOLTED TO FLOOR BY G.G. '•� 6 TELEPHONE $ ELECTRICAL BACK BOARDS (PAINTED) 0 FIRE RATED TREATED WOOD OFFICE FURN15HIN65 0N FINISH CARPENTRY 0 '•`o MILLWORK FIXTURES 15 HEATING, VENTILATING AND AIR CONDITIONING 0 r V HEAVY DUTY SHELVING ff BRACKETS IN BAGKROOM 0 0 0 0 COORDINATE W/VENDOR DEMOLITION OF EXIST. EQUIP. CONTROLS d DUCTWORK 0 €o tu BACKROOM MILLWORK 0 0 COORDINATE W/MILLWORK VENDOR CONTROL WIRING 0 y CUSTOM MILLWORK FOR SHOP FINISH 0 0 COORDINATE W/MILLWORK VENDOR FINAL CONNECTIONS AND EQUIP. POWER N O STOREFRONT MILLWORK SERVICE ACCESS AND ACCESS PANELS :° T O EQUIPMENT IDENTIFICATION /STENCILLING o L T G I I G NEW AIR FILTERS AT STORE TURNOVER • a TFLUMBIN6L N F A T H 16 FIRE PROTECTION /SPRINKLERS DESIGN BUILD (U.N.O.) I BACK OF HOUSE SINK, WATER ul T G 5 J P G O FILTER SEE PLUMBING FIXTURE SCHEDULE M2 0 FIRE SPRINKLER BRANCHES P 5 ':Z DOORS AND WINDOWS (OPENINGS) FIRE SPRINKLER HEADS 8 STEEL DOORS AND FRAME0 0 SEE DOOR SCHEDULE A610 TOILET AND RESTROOM SINK WOOD DOORS 0 0 SEE DOOR SCHEDULE A610 PtD ACCESS DOORS 0 0 SANITARY WA57E VENT 0 0 tu STOREFRONT DOOR 0 PORTABLE SUPPLY 0 0 FINISH HARDARE 0 0 SEE DOOR SCHEDULE A610 FLOOR DRAIN Wrn FINISH HARDWARE @ STOREFRONT 0 0 SEE DOOR SCHEDULE A6101'7 ELEGG TRIAL V l V GLA55 AND GLAZING ELECTRICAL • ;2 �--- STOREFRONT SYSTEM ELECTRICAL PANEL • a �'� DETEX PUSH BAR AND ALARM 0 SEE DOOR SCHEDULE A610 TRANSFORMER • • S ��, I� LIGHT FIXTURES, TRACK HEADS 8 HI BAY • • • IKEA FIXTURES BY G.G. E NOTE: G.G TO A55UME RE51PON50I1-I1Y FOR ALL ITEMS REPRESENTED IN 17R1NIN65 AND NOT L15TE17 IN THE 5GHE]7ULE. EMERGENCY, BACKROOM 8 SPOTLIGHTS COORDINATE W/NATIONAL VENDOR L t.— FIRE ALARM SYSTEM • A FULL FIRE ALARM SYSTEM 15 REQUIRED FOR TH15 07 SPACE. SPECIAL_ INSTRUCTIONSR U IR y L.L.D EQ ED SUBGONTR�GTORS ABBREVIATIONS GR�P� IG SYI�BOL_S r � NOTE: PRIOR TO ANY DEMOLITION, CONTAG-T NATIONAL FAIL FIRE ALARM: SIEMENS BUILDING TECHNOLOGIE5 A.G.P. ACOUSTICAL CEILING PANEL IN5UL. IN5ULATIONANSULATIN6 1 PARTITION TYPE O SAFE TO DISCONNECT ALARM PANEL. GONTGT: JEFF NEELY ADJ. ADJACENT LL/ LLD LANDLORD E 0— ACT ACOUSTICAL CEILING TILE LLL LULULEMON _^ T. (503) 234-ggg5 A.F.F. ABOVE FINISH FLOOR MAX. MAXIMUM o U, ALUM/AL ALUMINIUM MFGR'S MANUFAGTURER'5 DETAIL NO. B.O. BOTTOM OF MIN. MINIMUM 1 :t NOTE: G.G. TO PROVIDE A DETAILED C05T BREAKIDOWN FOR FIRE SPRINKLER: WYATT FIRE PROTECTION BOJ BOTTOM OF J015T MTL. METAL Al 5HEE7 NO. BD BOARD M.M.R.G.W.B MOULD AND MOISTURE RE515TANT ° ALL LABOR AND MATERIAL FOR ALL WORK ASSOCIATED WITH CONTACT: KEN SUTHERLAND Cl- CLOSET G.W.B. T. (503) 684-2828 GL6. CEILING M.O. MASONRY OPENING THE CONSTRUCTION OF THE STOREFRONT. THIS INCLUDES, BUT CLR. CLEAR M.R. MOISTURE RESISTANT SECTION / ELEVATION w GONG. CONCRETE 15 NOT LIMITED TO, THE FOLLOWING: DEMOLITION OF THE CONST. CONSTRUCTION N.I.G. NOT IN CONTRACT 1 N TOUL WAOM ELEGTRIGAL: (FOR FINAL CONNECTIONS TO LL GEAR METERING) N.T.S. NOT TO SCALE CONT. CONTINUOUS Al SHEET NO. y EXISTING STOREFRONT, STEEL STUDS, GYPSUM W LLBO RD, GW CENTRE ON WALL O.A.E. OR APPROVED EQUAL rn (881JEG AOR GLAZING, HRDWI�RE ETC. GONTI�GT: D, M ETHERINGTON D.A.S. DIRECTLY APPLIED FINISH SYSTEM O.G. ON CENTRE T. (503 63g-462-7 DIM. DMIEN510N NKING FOUNTAIN OPG. OPENING FACE N WW MR µmg DWG. DIRECTLY APPLIED FIN15H 5Y57EM P.R. PATCH AND REPAIR FINISH GALL OUT o O MRFmi Nim ENG. ENGINEER PREP. PREPARE ROOFING: BOB CARLSON ROOFING EN6'D. ENGINEERED PTD. PAINTED CONTACT: BOB GARLSON EXIST. EXI5TIN6 REO'D. REQUIRED E.T.R. EXISTING TO REMAIN R.O. ROUGH OPENING o T. (503) 640-3623 F.D. FLOOR DRAIN S.A. SOUND ATTENUATING 01 DOOR NUMBER FIN. FIN15H 51M. SIMILAR ;t FLR. FLOOR SPEC. SPECIFICATIONS o FNDN. FOUNDATION 57RUG7. STRUCTURAL F.O. FIN15H OPENING 5UB-C. SUBCONTRACTOR F.O.I.C. FURN15HED BY OWNER, INSTALLED BY CONTRACTOR TEMP. TEMPERED DETAIL SECTION 13 Auqu6t 20 14 F.O.I.O. FURNISHED BY OWNER, INSTALLED BY OWNER T.G.G. TENANT'S GENERAL CONTRACTOR Al Date F.R.6.W.B. FIRE RATED G.W.B. T.M.E. TO MATCH EXISTING ormm I lti/ Q F.5. FRAME SIZE T.O. TOP OF d G.A. 6AU6E T.O.P. TOP OF PARTITION CF1sC wG5L/ TD G.G. GENERAL CONTRACTOR TYP. TYPICAL G.L. GLASS U.N.O.. UNLE55 OTHERWI5E NOTED FE FIRE EXTINGUISHER Mubm 4%W/W213 G.W.B. GYPSUM WALL BOARD U.S. UNDERSIDE GYP. 6YP5UM W/ WITH HR.. HOUR DraWN1�: V.I.F. VERIFY IN FIELD :v :N ;O I] O+ 1. a O V N �G X55 5U1�1� izY BUIL=Z� IN6 GOZE 5UMMAWTO' BASED ON THE INTERNATIONAL BU I Lid I NG CODE 20041, OREGON EV I T I ON Q a HUMBER OF EXITS: 2 s ITEM ALLOWABLE ACTUAL I T'EM ALLOWABLE ACTUAL io v a o EGRESS SEPARATIONS: ;Oo U a ALLOWED PATH OF TRAVEL (SPRINKLERED) 250' USE GROUP OR OCCUPANCY CLASSIFICATION GROUP 'M' - MERCANTILE GROUP 'M' MERCANTILE MAX. EGRESS PATH SHALL NOT EXCEED 250'-0' EGRESS PATH APPROX. -12'-0' _ o 3 a TO ALL EORE55 (5PRINKLERED): -70'-0" o ¢ NUMBER OF EMPLOYEES LESS THAN 9 EMPLOYEES IN STORE SIGN AT EXIT DOOR THE EXIT SIGNS MUST CONFORM WITH INTERNATIONAL BUILDING CODE 2009, ORE60N EDITION CONSTRUCTION CLASSIFICATION THE EXISTING BUILDING IS A GROUP 'M' - MERCANTILE OCCUPANCY o LEGy� I 11-N CONSTRUCTION TYPE EGRESS THROUGH THE STOCK ROOM YES I� ;Y y N BUILDING HEIGHT 1 STOREY ON FIRST FLOOR OF A TWO-STOREYED MALLo r F E FIRE EXTINGUISHER BUILDING AREA UNLIMITED 1,830 OF 1 STOREY UNIT LOCATED WITHIN 3 A MALL WITH RETAIL UNITS ON BOTH ACCESSIBILITY THIS BUILDING AND SPACE SHALL CONFORM TO THE REQUIREMENTS AND REGULATIONS OF THE SIDES. INTERNATIONAL BUILDING CODE 2009, ORE60N EDITION CL cl ia) Q :� p EX 1 EXIT 5ION - SALES ONLY o HIGH RISE NO ?°va 0 J COVERED MALL YES -- WATER CLOSET, ( UNISEX- REQUIRED -- 1 BARRIER FREE UNISEX WATER CLOSET 0 EXIT SIGN - NON SALES MINIMUM PLUMBING FIXTURES AND A LAVATORY HAVE BEEN PROVIDED -- LAVATORY, I UNISEX- REQUIRED Q EX2 SPRINKLERED THE EXISTING BUILDING IS FULLY-SPRINKLERED -- DRINKING FOUNTAIN - NOT REQUIRED :L 0 EMEROENGY LIGHT STOCKROOM/SALES PARTITION NO SEPARATION REQUIRED BETWEEN THE STORAGE ROOM AND THE THERE IS NO FIRE SEPARATION BETWEEN t LCL,-J REMAINDER OF THE SPACE IN A FULLY-SPRINKLERED GROUP M THE TWO SPACES OF THE UNIT. BUILDING. C C EX3CL INTERIOR FINISHES CLASSIFICATIONS (GROUP 'M') MERCANTILE SPRINKLERED 0 BATTERY BACK-UP ENCLOSED VERTICAL EXITS 4 PASSAGEWAYS - FLAME SPREAD RATING OF 25 a a 4 a a FLUORE5GENT LIGHT CORRIDORS PROVIDING EXIT ACCESS - FLAME SPREAD RATING OF 25 a FIXTURE ROOMS OR ENCLOSED SPACES - FLAME SPREAD RATING OF 150 r FIRE PROTECTION SYSTEMS - THE EXISTING BUILDING IS SPRINKLERED AND ALL MODIFICATIONS CC= ES I MFLEME NTEZ� NOTES : : OTES : ' L �� 1 ' SPRINKLER SYSTEM FOR NEW DESIGNS WILL CONFORM. BUILDING _ 1. DISTANCE FROM STOREFRONT t0 CORE TOILET �? FIRE PROTECTIVE SIGNALLING 4 DETECTION INTERNATIONAL BUILDING CODE 2009, OREGON EDITION N SYSTEMS - FIRE ALARM GENERAL CONTRACTOR, ELECTRICAL ENGINEER, AND THE ELECTRICAL SUBCONTRACTOR SHALL MECHANICAL FACILITY IS LESS THAN 300'-0' TO THE STORE '° COORDINATE WITH THE CITY OF TIGARD AND FIRE DEPARTMENTS FOR ALL FIRE ALARM SYSTEM REQUIREMENTS ENTRY. s - PRIOR TO THE WORK. COORDINATE ALL CHANGES t0 THE EXISTING ALARM SYSTEM TO CONFORM WITH THE INTERNATIONAL MECHANICAL CODE 2009, ORE60N EDITION REQUIREMENTS OF THE IBC. 2, EGRESS PLAN FOR CODE PURPOSES ONLY. 3 F Q OCCUPANCY CLASSIFICATION OCCUPANT LOAD: ACCESSIBILITY REFER TO A110 FOR CONSTRUCTION PLANS 4 INTERNATIONAL BUILDIN6 CODE 2009, ORE60N EDITION NOTES. 3 �1,T • SALES 1,331 S.F. / 30 S.F. PER OCCUPANT 45 OCCUPANTS Q BACK OF HOUSE 499 S.F. / 300 S.F. PER OCCUPANT 2 OCCUPANTS PLUMBING 3. FIRE EXTINGUISHER MOUNTED AT 3'-6: ABOVE ' TOTAL SQUARE FOOTAGE 1,830 S.F. TOTAL OCCUPANTS 4l OCCUPANTS INTERNATIONAL FLUM5IN6 CODE 2009, ORE60N EDITIONo FLOOR MAX. TRAVEL DISTANCE BETWEEN FIRE MAXIMUM TRAVEL DISTANCE l6'-0' ELECTRICAL EXTINGUISHER = 42 FT. .0 REQUIRED NUMBER CU REQUIRED (1) ONE PROVIDED ONE AT THE FRONT INTERNATIONAL 5UILDIN6 CODE 2009, OREGON EDITION N OF THE UNIT AND 1(I) AT THE REAR. FIRE CODE INTERNATIONAL. FIRE CODE 2009, ORE60N EDITION ID THE DISTANCE BETWEEN 2 REQUIRED EXITS FROM A FLOOR AREA MAXIMUM DIAGONAL DISTANCE: 65'-1' Io MIN. EGRESS SEPARATION SHALL BE ATLEAST ONE HALF THE MAXIMUM DIAGONAL DIMENSION OF DISTANCE B ° ETWEEN EXIT DOORS: 53'-5' ' FLOOR AREA. N O V .N :V N i'o ;o ;U 1 N 7� N O :d CL :N jzlu ADJACENT TENANT L LL TO LL LL TO LL --- --- - - - ------------ - - ----------- - U r � TMALL � -�-�-�=J �---------------E ----------- r CORRIDOR i i a } V r - , CL EX3 'E II iia � O jN ---- — � FIT v ` f S ROOMS II i D1 > 4 9,S l \ I I '= V 1 > `I SALES _ i AREA '° TOG �• REA ADJACENT — `� OCD TENANT I r ------------------ O I : I t I I :0 ccl I ;o II I ?� F---- OT / 1881 <\ \ w TO LLL WAN I E�CISTING FOR OD 1MfOelrll ❑AIPA RR 18 W FOR CO wows L D D ;0 188 w FOR Pad'41T 14/10/1'1 i ---� r ( I IA_r__ MALLO COMM N-- --- --- FE EX3 .;�. AREA :U 8cels+ AS NCW LL TO LL Gates 13 44u6t 2014 MALL �� 1"1,4/ SH COMMON AREA Checked 8 GBL/ TD Job N wbm,. 49690/14213 Praw 'Ig: ;C :v TRUE ?m GGJ'CJ PLAN NORTH o ;N SCALE: I T 0 0 U m 4U4 E¢ , FC+31 SAM JAPAM $50 S. H06 L'OCC€TAKE ENPROVE NCE••S 3 SF r FOM SONIC 733 SF ,132 DAIRY QUEEN ORANGE U!#US-e6q SF ;: „ FC03 RUBY THAI-636 5F L(i i FAST FIX JEVYELRY AND MVI'CH REPAIRS 775 SF {v L.11 M04 8ANRE0-W,4 SF n FC05 SU831VAY••542 SF Rat SUNGLASS HUT-e04$F c o FC7 FRESH ITALIAN CCC<EPG-1,3E3 5F 07 PANDA EXPdE-55 J P n n e y $41 SF (' Q5 SF FiC08 GYRO EX PEnSS 334 S;= 1 L a o V f l,i f CF3J £3{ 11SAY v F rtcSS 534 SF' FC10 TACO TIME FA2 SF E m Q .� Em L Q U '•• FC05 FCtv V iV FC04Ksk !( 4, �c•AREA Afl1 ^i3' Y£31 � o }�� r- � o A\'ATT*?'P,.t?£3Y - : i+ISECNYVC9RkC5 F"j'�3 'moi. Y Im f,`�E=E_RY&P RCING 4,8�£S SF . . . 04 FCi3E3 Yfl5 m . A w r i 3 r. =O a^' S Y Kr32 r TENANT MANAGEMENT FCO2 a FC09 y FiRP6\AH THE AVAILABLE E i m AW STORAGE OFFICES F' 7 SOCIETY y ,? • <.7�z FJF + � '' 24't" E X ::f♦. a. • Em Ki14 A04 FCa1 JOURNEYS ro � ZUhlIF.L �' ,, FC10 v Eo * 1,817 SFR . :v 3.191 SF to CONFERE��€CE K05 AEfi . F F RC3C3M � E Ei�T TC3PFC ° 7�7 5€ F _.rc scrr'- �� 5,': i o 1,783 5F 5EY-z p ;rt ` m Q K06 tg 06A i� SELECT ECT CflP1E?Z7lRT J F BUILD-A••BE AR • " '. 2:2899 SF F' 2,790 SF ;v G- L?8 5 i o .. t2i=s Ivifl1 R9t32 ;g Q PC1 AflfiB . XXI POTTERY ja EsAC.SUEd 1 :2E3$SF . o SAEZ# m TtT7 SF ;m 4,003 SF . a • Ev1'J6 + '� UICKS 48'-:}" s SPENC R GEFI$ ?> ~ ,SE}7 AOS 7.,361 SF ;o i3153 BEf ? Cif�PJ413<�N ;L i d i40#SE'tE JAMBA JUICE w SIP"'ORTING .1�.."..�........,..�,.��,.��.� ........... 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Q G EF L� 'm RL•.,s_ABLi= b it= h x t:.. r r 3 w fxr �_ Cl CA v q Ffl6 i ? U tl sS t !Lf U?a til »U1 n 'd<i>isEi : ii» E V'EzE,Ytd FJ ta Q C sR o lS7 s1' x t7 s t d CANDIES Gas F ?^ n U> ?- � v <;<;<;;:;;::;1#-;;;;;:. f: to 4 L v LL r5 1 iV n, A..to a]r- ;.ca : cp ,�,.. ©�rn ..C�ca _ ,rK`'. cv 3: .::>b't::as>:<_ ;•�: s,•f c3 rr cJ `-C ' ra.�' THE GAP S G Q 1:QE)7 5F HELZSERG 873$F U, +t va ;:�s#: cC tt o U 1 v 35' d a4 :^r za G ?<. p w r < £3;.87 5F C. y, FrlpEv3DEvpS �. F y rr, n a J:. R • R Hfl8 • T N �•- <l.': l�.. y' a i 2`^ cy' U3 �` .-• .'V'" a s t!_ .� • q LS H9•"." ' 15 03 37 ;;'..•:: 3! iv FJ F0 is Hr3 r' ?9tS7 h 2,1.9 SF a 8 h9 r F =' zJ 3 `� LE3VSCRAFTERS e N BEES BRIDGE EDDIE BAUER 19;481 SF a [t c `s � � Z �:':';: � c = +� �' � 4,738 SF' im 3EWELERS• 6,282 SE - a 3,-z 3J`-7 = ?w o n, I V 2,3£i9 SF His G02 8 's � twBX rx 'LAER2E'S o 24i-1 f5" . . - 1,270$I► ri ccs: ACC ESSORIES • • . w a E a (n c�6� LOS 9,176 SF � v�- 2NN MR SF HOI O REGI$SALON !t1 1,506 SP H16 L lV + F3FRty149ta1d iiiL11 =a 'w UGGAGE ,f, YRfdKtil~ i c 0 2,18.x3 SF it CANDLE -r COMPANY SERVICE C{ E�RIC�C�F NORDSTRU" . SERVICE C RIER 1sE2 =m ,moi, � ,'. `% a • SF 7 f t Ii 1801000 so Vl'1 i z> "n z GIGS SALON r M u; UVi3 t< ° " IC r r s ■ 1td(37 a R 1 J,� rx tt3 r Y c cti tn. S SPA of '3QIR9xc E? C !f'Eit i E EQU�E CHAP EGE,`S ra �5 u f c cA 'm 1 rh re I 2,192 SF Ea- u CHECG'$ BLACK��AREtLT 4,561 SF t3 c " 7 c �'+6 ' pm i; ; N a 4.�1•�t. E• 4"1 1: rj G <:'. J r„ EC `m m .2,8'00 SF C+ N CL'!x ::S f.. •i ti,953�� :�'. .r C: i Ct �''. C �& e tar r ., .•" F3 ' r Luj I� -� ;, •1 e o r • r • r ■ a • ~ • I f 241# 1 tv 11 d # 3F`$ h'-F!° 1�z fi° 14 L ?'t yx Gfl i r_ YQ3 O i m hug 4g t l hL'-Q o r ■ �. ................................. ^- j« 0 EU ■ =1~ ifi.. ZLI. SCIA r rn< n T"" T07 ir; T13 _ sin w ?NILE aa�4St SAN 1feAA 513 U G' an SEPHORA PtJ'TT'ERY 33AE2N K9EJ5 us ti ABEERCROMBIEn&FITCH 1 a°i ��t�w. N�✓� 3 495 SF 5;397 SF r m n,234 SF 4 f i zi3 5,30 i$F 11,077 SF E� 7 "' O :_ i'o If FOR o0 1•M�IGIi 1 > m CD w/mb ■ s a r a 'C s : r ■ • s ■ v IISSW rear a • i FOR =m Tal THE CHEESECAKE FACTORY !'o ISSIED FOR PE�"IIf 14/Im/11 1c3,178 F- to u; i o _Z r Em ■ ■ ----------------------- i2 ID 3i'FS Eo Scab N.T.S. oats 13 ust 2014 € orm eye MA/ SN =U =L EMI � � TD C �Nwbm 4%W 4 V i� EV Drawing: Zr to Z.m MALL FLAN i c a 0 GENERAL REQUIREMENTS J. TO MINIMIZE DISRUPTION OF TENAN75 ACTIVITIES AFTER TENANT REQUESTS FOR INFORMATION MAY ONLY BE SUBMITTED BY THE GENERAL ADEQUACY OF BLOCKING REQUIREMENT AND PROVIDE ALL SUCH SECTION 01100 - SUMMARY OCCUPANCY OF THE PROPERTY, COORDINATE ACCESS TO THE CONTRACTOR AND MAY ONLY BE SUBMITTED BY THE MEANS SET FORTH BLOCKING PRIOR TO CLOSING UP ANY AND ALL WALLS, COLUMNS, 1.1 CONTRACT DOGUMEN75: PROPERTY WITH THE OWNER'S CONSTRUCTION MANAGER FOR BY THE OWNER. THE GENERAL CONTRACTOR SHALL CLEARLY AND ETC. IF REQUIRED BY CODE AND LOCAL BUILDING OFFICIAL, WOOD A. CONTRACTOR SHALL USE THE FOLLOWING TENANT PROVIDED CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE CONCISELY SET BLOCKING SHALL BE FIRE RETARDANT TREATED TO MEET SUCH DOGUMENTS IN THE NEGOTIATION AND EXEGUTION OF THE WORK. WITH THE CONTRACT DOCUMENTS. ALL WORK SHALL ALWAYS BE THE 15SUE FOR WHICH CLARIFICATION OR INTERPRETATION 15 SOUGHT AND REQUIREMENT. o CONTACT TENANT'S OFFICE FOR COPIES OF THESE DOCUMENTS: AG(:'E55IBLE TO THE OWNER'S CONSTRUCTION MANAGER. WHY A RESPONSE IS NEEDED FROM THE ARCHITECT, ARCHITECT'S 1. LULULEMON ATHLETIGA INSTRUCTIONS TO BIDDERS. K. THE CONTRACTOR SHALL SCHEDULE AND COORDINATE WITH THE CONSULTANTS OR THE OWNER'S CONSTRUCTION MANAGER. IN THE 1.3 TESTING: 2. CONSTRUCTION CONTRACT FOR LULULEMON ATHLETICA OWNER, THROUGH HIS AUTHORIZED REPRESENTATIVE, ALL WORK REQUEST FOR INFORMATION, THE GENERAL CONTRACTOR SHALL SET N a to _ aU B. DEFINITIONS: ^HIGH MAY CAUSE INTERRUPTION TO THE EXISTING MECHANICAL, FORTH AN INTERPRETATION OR UNDERSTANDING A. EMPLOY AND PAY FOR THE SERVICES OF AN INDEPENDENT TESTING W z = o 1. THE TERM "OWNER" USED IN THESE DOCUMENTS REFERS TO ELECTRICAL SYSTEM, OR BUILDING OPERATIONS. ADVANCED NOTICE OF THE REQUIREMENT ALONG WITH AN EXPLANATION OF ^HY SUCH AN LABORATORY TO PERFORM IN5PEGTION5, TESTS AND OTHER = °' 3 aa) v o LULULEMON ATHLETICA. SHALL AL50 BE GIVEN TO THE O^NER'5 REPRESENTATIVE FOR ANY UNDERSTANDING WAS REACHED. AS ^ELL AS SCHEDULE AND COST SERVICES ^HEN REQUIRED. o 2. THE TERM "TENANT" USED IN THESE DOCUMENTS REFER TO THE RETAIL ^ORK ^HIGH WILL INTERFERE ^ITH THE FIRE SAFETY AND SECURITY IMPLICATIONS. G.G. SHALL INCLUDE PHO705 OF GONDI710N5 IN QUESTION. B. INCLUDE INSPECTION AND TE575 A5 INDICATED IN THE SPEGIFICATION TENANT, LULULEMON ATHLETICA. SYSTEMS WITHIN THE BUILDING. SEG7ION5, DRA^INGS, AND AS REQUIRED BY AUTHORITIES HAVINGto 3. THE TERM "CONTRACTOR" USED IN THESE DOCUMENTS REFERS TO THE L. THE CONTRACTOR ALONE SHALL BE RE5PON51BLE FOR SAFETY OF B. RESPONSES TO REQUESTS FOR INFORMATION SHALL BE REVIEWED JURISDICTION. N ENTITY RESPONSIBLE FOR PERFORMING THE WORK UNDER THE EXISTING STRUCTURE DURING THE ENTIRE CONSTRUCTION AND RESPONDED TO UPON REGEIPT, BUT NO LATER THAN TWO (2) 1. TEST CONCRETE IN AGGORDANGE WITH SECTION 03300 AND X CONSTRUCTION CONTRACT FOR LULULEMON A7HLETICA ALTERATIONS TO THE EXISTING STRUCTURE AND SHALL TAKE WORKING DAYS OF RECEIPT OF THE REQUEST FROM THE GENERAL DRA^ING REQUIREMEN75. 'L 4. THE TERM "LANDLORD" USED IN THESE DOGUMENTS REFERS TO THE ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING GON71:P-AGTOR; UNLESS THE ARCHITECT OR CONSTRUCTION MANAGER 2. TEST STRUCTURAL STEEL IN ACCORDANGE ^ITH SECTION 05110 ANDto 3 SHELL BUILDING OWNER. STRUCTURE IN ANY WAY. DAMAGE TO THE EXISTING STRUCTURE, IF DETERMINES THAT A LONGER AMOUNT OF TIME 15 NECESSARY TO DRA^ING REQUIREMENTS. 1_2 SCOPE OF ^ORK: OCCURRED, SHALL BE RECTIFIED TO THE SATISFACTION OF THE PROVIDE AN ADEQUATE RESPONSE. IF A LONGER AMOUNT OF TIME toa A. THE WORK SHALL INCLUDE GONSTRUCTION OF THE 517E AND BUILDING O^NER AT NO EXTRA COST TO THE OWNER OR LULULEMON A7HLE7ICA THAN 24 HOURS 15 DETERMINED NECESSARY BY THE ARCHITECT, THE SEG71ON 01500 - TEMPORARY FACILITIES AND CONTROLS/ IF REQUIRED pLl FACILITIES AS SHO^N AND SPECIFIED IN THESE SPECIFICATIONS AND M. THE CONTRACTOR SHALL NOT DETAIL, ORDER, AND/OR FABRICATE ARCHITECT WILL, ^ITHIN 24 HOURS OF RECEIPT OF THE REQUEST, to DRA^INGS. ANY MATERIAL WITHOUT COORDINATING SAME WITH THE ACTUAL FIELD NOTIFY THE GENERAL CONTRACTOR OF THE ANTICIPATED RESPONSE 1.1 PROVIDE TEMPORARY FACILITIES AND CONTROLS AS SHOWN AND B. THE OWNER, ^ITHOUT INVALIDATING THE CONTRAGT, MAY ORDER CONDITIONS. THE GONTRAG70R ALONE 15 RESPONSIBLE FOR THE TIME. IF THE GENERAL CONTRACTOR SUBMITS A REQUEST FOR SPECIFIED: to lS EXTRA ^ORK, ALTER, ADD TO, OR DEDUCT FROM THE GON7RAGT PROPER FITTING AND CONNECTION OF THE NE^ CONSTRUCTION TO INFORMATION ON AN ACTIVITY WITH THREE (3) WORKING DAYS OR `n ^ORK. THE CONTRACT SUM ^ILL BE ADJUSTED ACCORDINGLY. ALL THE EXISTING CONSTRUCTION. LE55 OF FLOAT ON THE CURRENT PROJEGT SCHEDULE THE GENERAL A. GORES AND STANDARDS: PROVIDE TEMPORARY CONSTRUCTION 4 CHANGES MUST BE INCORPORATED INTO THE CONSTRUCTION N. THE CONTRACTOR SHALL ACCEPT AND UNLOAD DELIVERY OF ALL CONTRACTOR SHALL NOT BE ENTITLED TO ANY TIME EXTENSION DUE FACILITIES AND CONTROLS COMPLYING ^ITH ALL APPLICABLE :o DOCUMENTS IN WRITING. TENANT FURNISHED CONSTRUCTION MATERIALS, MERCHANDISE, AND TO THE TIME IT TAKES THE ARCHITECT OR CONSTRUCTION MANAGER LOCAL, STATE AND FEDERAL LOCAL LAW5, REGULATIONS AND G. INITIATION OF WORK BY THE CONTRACTOR REPRESENTS THAT THEFIXTURES UNLESS OTHERWISE SPECIFIED BY LLL. CONTRACTOR 5HALL TO RESPOND TO THE REQUEST PROVIDED THAT THE ARCHITECT OR CODES AND UTILITY COMPANY REQUIREMENTS. :L GENERAL CONTRACTOR AND DEMOLITION CONTRACTOR VISITED THE BE RESPONSIBLE FOR ALL MATERIALS ONCE DELIVERED. UPON CONSTRUCTION MANAGER RESPONDS ^ITHIN THE PARAMETERS SET B. TEMPORARY HEATING, VENTILATING AND COOLING: j3 SITE PRIOR TO BIDDING, ARE FAMILIAR WITH THE SITE CONDI71ON5 AND ARRIVAL, CONTRACTOR MU57 CHECK THE CONDITION AND QUANTITIES FORTH ABOVE. 1. PROVIDE, PAY FOR AND MAINTAIN ALL TEMPORARY HEATING, INCORPORATED THE CONDITIONS INTO THE SCOPE OF WORK. LACK OF OF THE MATERIALS DELIVERED AND CONTRAGTOR MUST SIGN THE VENTILATING AND COOLING EQUIPMENT AND FACILITIES REQUIRED 0 51TE VISIT DOES NOT REMOVE RESPONSIBILITY OF ACCEPTING TRUCKERS TICKET INDICATING ALL DAMAGES AND/OR 5HORTA6,E5 G. RESPONSES TO REQUESTS FOR INFORMATION FROM THE ARCHITECT DURING THE PROGRESS OF THE ^ORK TO PR07EGT MATERIALS, tL- EXISTING SITE CONDITIONS FROM CONTRACTOR. SEND THE SIGNED TICKETS TO THE LULULEMON WITHIN 45 HOURS. WILL NOT CHANGE ANY REQUIREMENTS OF THE CONTRACT FINISHED ^ORK, AND EQUIPMENT AGAINST DAMAGE FROM LOW AND a a a a a SECTION 01300 - ADMINISTRATIVE REQUIREMENTS FAILURE TO DO 50 WILL BE DEEMED THAT ALL MATERIALS ARRIVED DOCUMENTS. IN THE EVENT THAT THE GENERAL CONTRACTOR HIGH TEMPERATURES AND HUMIDITY. '•, 1.1 GOORDINATION: WITHOUT DAMAGE $ QUANTITIES. ANY FUTURE CLAIMS OF DAMAGES TO BELIEVES THAT A RESPONSE TO A REQUEST FOR INFORMATION WILL 2. PROVIDE TEMPORARY HEATING, VENTILATING AND COOLING WHEN o • A. IMMEDIATELY INFORM THE OWNER'S REPRESENTATIVE OF MATERIALS OR SHORTAGES FURNISHED BY LULULEMON WILL BE THE CAUSE A CHANGE TO THE REQUIREMENTS OF THE CONTRACT THE OUTSIDE TEMPERATURE AND HUMIDITY 15 LOW/HIGH ENOUGH TO to DISGREPANGIES SET^EEN THE INFORMATION INDICATED IN THESOLE RESPONSIBILITY OF THE CONTRACTOR. DOCUMENTS, THE GENERAL CONTRACTOR SHALL IMMEDIATELY GIVE DAMAGE OR AFFECT IN ANY ^AY THE PERFORMANCE OR QUALITY OF ,��' � CONTRACT DOCUMENTS AND EX1571N& PROJECT CONDITIONS, AND O. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY REDELIVERY WRITTEN NOTICE TO THE ARCHITECT (CG: LULULEMON'S PROJECT MATERIAL AND PRODUCT STORED IN THE BUILDING, IN ANY OF DISCREPANCIES BETWEEN INFORMATION INDICATED ON THE CHARGES OF MATERIALS FURNISHED BY THE OWNER IF GONTRACTOR MANAGER) STATING THAT THE GENERAL CONTRACTOR CONSIDERS TEMPORARY STORAGE AREA, OR ANY MATERIAL OR PRODUCT ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE REFUSES ORIGINAL SCHEDULED DELIVERY. THE RESPONSE TO BE A GHANGE ORDER. FAILURE TO GIVE SUCH INCORPORATED INTO THE WORK. PROTECTION AND ELECTRICAL DOCUMENTS. WRITTEN NOTICE IMMEDIATELY SHALL WAIVE THE GENERAL 3. PROVIDE TEMPORARY HEATING, VENTILATING AND COOLING WHEN ; P. IT IS THE INTENT OF THE OWNER TO HAVE COMPANY PERSONNEL ON to B. UPON COMPLETION OF SELECTIVE DEMOLITION ^ORK, FIELD MEASURE HAND TO RECEIVE DELIVERY OF STORE SUPPLIES, ETC. IF A DELIVERY CONTRACTOR'S (OR ANY 5UBCONTRAGTOR'5) RIGHT TO SEEK THE OUTSIDE TEMPERATURE AND HUMIDITY IS LO^/HIGH ENOUGH TO 3 THE PROPERTY AND CONFIRM IN ^RITING TO LULULEMON'S PROJECT ARRIVES AND STORE PERSONNEL ARE NOT ON SITE, THE DELIVERY IS ADDITIONAL TIME OR COST UNDER THE ADMINISTRATIVE SIGNIFICANTLY SLOW OR HAMPER EFFECTIVENESS OF WORKERS AND �1 MANAGER THAT THE OVERALL DIMENSIONS MATCH DIMENSIONS NOT TO BE REFUSED WITHOUT FIRST CHECKING ^ITH THE LULULEMON REQUIREMENTS OF THESE CONTRACT DOGUMEN75. TO PROVIDE SUITABLE ^ORKIN& CONDITIONS. lc to INDICATED ON THE DRAWINGS. CONTRACTOR TO MARK-UP ANY PROJECT MANAGER. G. TEMPORARY ELECTRICAL LIGHTING AND POWER: to _ DISCREPANCIES ON A110 $ SEND TO LLL PM. IMMEDIATELY INFORM THE Q. PATCHING BEHIND OTHER TRADES. THE GENERAL CONTRACTOR 1.1 REGULATORY REQUIREMENTS: 1. PROVIDE, PAY FOR AND MAINTAIN ALL TEMPORARY ELECTRICAL ARCHITECT AND LULULEMON'5 PROJECT MANAGER IF DISCREPANCIES SHALL BE RESPONSIBLE TO DO ALL THE PATCHING OF FRAME WALLS, SERVICE FOR LIGHTING AND POWER REQUIRED DURING THE OCCUR. CEILING OR PARTITIONS MADE NECESSARY BY THE SUBCONTRACTOR ALL MATERIALS d CONSTRUCTION SHALL CONFIRM ^ITH APPLICABLE PROGRESS OF THE WORK. INCLUDE ALL NECESSARY WIRING, FUSES, o G. PRIOR TO FABRICATION AND INSTALLATION OF NEW COMPONENTS, & OWNER VENDORS FOR THE ABOVE MENTIONED ITEMS IN A FIRST LOCAL, STATE, AND FEDERAL BUILDING CODES, PLUMBING CODES, DISGONNECT 5WITGHE5, SAFETY DEVICES, JUNCTION BOXES, PANELS, to FIELD VERIFY ALL EXISTING AND NE^ DIMENSIONS AND INSTALLATION GLASS ^ORKMAN5HIP LIKE MANNER. PATGHING ONLY FOR WORK MECHANICAL CODES, ELECTRICAL CODES, ORDINANCES AND RULES AND GROUND FAULT PROTECTIONS, AND TRANSFORMER IF REQUIRED. i� CONDITIONS THAT MAY AFFECT THE WORK. SUBMIT AN RFI FOR ANY ^ITHIN TH15 CONTRACT SHALL BE DONE. REGULATIONS. INCLUDE COST FOR PROVIDING TEMPORARY ELEGTRIG GENERATORS :U DISCREPANCY FOUND. DO NOT SCALE THE DRA^INGS TO ESTABLISH IN THE CONTRACT SUM, IF TEMPORARY ELECTRIC SERVICE IS NOT LOCATIONS OF ITEMS THAT ARE NOT LOCATED U51N6 DIMENSIONS. 1.2 SUBMITTALS: A. COMPLY ^ITH LOCAL, STATE AND FEDERAL REQUIREMENTS AVAILABLE FOR USE DURING PROGRESS OF THE ^ORK. ;O 1. ALL DIMENSIONS ARE FACE OF FINISH TO FACE OF FINISH, UNLESS GOVERNING ACCESSIBILITY. 2. TEMPORARY SERVICE AND LIGHTING AND POWER ITEMS ANDto to OTHERWISE INDICATED. A. ^HEN INDICATED ON THE DRAWINGS, SUBMIT SHOP DRAWINGS, B. OBTAIN ALL REQUIRED = DEMOLITION AND EROSION CONTROL PERMITS INSTALLATIONS SHALL CONFORM TO THE REQUIREMENTS OF THE o ;s 2. COORDINATE LOCATIONS OF REGISTERS, FIXTURES, AND OUTLETS PRODUCT DATA AND SAMPLES TO THE ARCHITECT (CG: LULULEMON REQUIRED BY AUTHORITIES HAVING JURISDICTION. NFPA NATIONAL ELECTRIC CODE AND OSHA OCCUPATIONAL SAFETY WITH FINISH ELEMENTS. PROJECT MANAGER) FOR ACCEPTANCE. MAKE SUBMITTALS IN TIME G. THE O^NER RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED AND HEALTH ACT OF 1870. ;r D. COORDINATE NE^ WORK INDICATED ON THE CONTRACT DOCUMENTS TO ALLOW FIVE DAYS FOR REVIEW AND RETURN, UNLESS MATERIAL INTO THE WORK ^HI(::,H FAILED TO MEET THE SPECIFIED MINIMUM rtto WITH NEW WORK THAT MAY BE PROVIDED BY THE LANDLORD AND 5HORTAGE5 OR DELIVERY SCHEDULE NECESSITATE SPECIAL REQUIREMENTS. WID THE OWNER FURTHER RESERVES THE RIGHT AND D. WATER: PROVE, PAY FOR AND MAINTAIN ALL TEMPORARY ?NATER Z O^NER/TENANT UNDER SEPARATE CONTRACTS. HANDLING. NOTIFY ARCHITECT (GG: LULULEMON PROJECT MANAGER) WITHOUT PREJUDICE FOR OTHER RECOURSE 50 THAT THE OWNER REQUIRED DURING THE PROGRESS OF THE WORK. INCLUDE ALL E. COORDINATE THE WORK OF VENDORS, CONTRACTORS AND OF SPECIAL HANDLING REQUIREMENTS AT TIME OF SUBMITTAL. MAY MAKE ACCEPTABLE ANY NON-COMPLIANT ITEMS SUBJECT TO AN NECESSARY STORAGE TANKS, PIPING, VALVES, FITTINGS, H05E AND :a` SUBCONTRACTORS PROVIDING FIXTURES, FURNITURE AND EQUIPMENT PROVIDE SUBMITTALS AS FOLLO^5: ADJUSTMENT IN THE CONTRACT AMOUNT AS APPROVED BY THE HOSE CONNECTIONS DURING CONSTRUCTION AND TESTING. IDENTIFIED AS "BY TENANT" IN THESE DRA^IN65 AND SPECIFICATIONS. OWNER. uj 1. NOTIFY LULULEMON'S PROJECT MANAGER ^ITHIN 24 HOURS IF ANY 1. SHOP DRAWINGS: SEND PDF FILES TO THE ARCHITECT (GC: F. BARRIERS AND ENCLOSURES: tc PROBLEMS DEVELOP WITH THE PERFORMANCE OF THESE VENDORS, LULULEMON PROJECT MANAGER). 1_2 QUALITY GONTROL: 1. PROVIDE TEMPORARY CONSTRUGTION BARRIERS IN ACCORDANCE t < CONTRACTORS OR SUBGONTRACTORS. 2. PRODUCT DATA: SEND PDF FILES TO THE ARCHITECT (GC: WITH PROJECT REQUIREMENTS. EXERCISE ALL NECESSARY t tV F. COORDINATE THE SCHEDULING, SEQUENCING, AND THE WORK OF ALL LULULEMON PROJECT MANAGER). A. MAINTAIN QUALITY CONTROL OVER MANUFACTURERS, SUPPLIERS, PRECAUTIONS TO PROTECT ADJACENT PROPERTIES, OUTSIDE o r n it TRADES AND SUBCONTRACTORS TO ASSURE EFFICIENT AND ORDERLY 3. ARCHITECT WILL REVIEW AND RETURN ACCEPTED SHOP DRAWINGS PRODUCTS, SERVICES, SITE CONDITIONS AND WORKMANSHIP, TO PROJECT CONTACT LIMITS, DURING PROGRESS OF THE WORK. TAKE 'Ltu SEQUENCES OF INSTALLATION OF INTERDEPENDENT CONSTRUCTION AND PRODUCT DATA TO THE CONTRACTORS AS A PDF FILE WITHIN 3 PRODUCE ^ORK OF SPECIFIED QUALITY. SPECIAL PRECAUTIONS TO AVOID DAMAGE TO EXISTING OVERHEAD ?o -1 ELEMENTS. DAYS. B. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND APPLICABLE AND UNDERGROUND UTILITIES AND SERVICES O^NER OR OPERATED O O G. VERIFY THAT THE UTILITY REQUIREMENT CHARACTERISTICS OF 4. SAMPLES: SUBMIT THREE (3) SETS EACH OF PHYSICAL SAMPLES, OR TRADE STANDARDS. BY THE OWNER OR BY PUBLIC OR PRIVATE UTILITY COMPANIES. OPERATING EQUIPMENT ARE COMPATIBLE WITH THE BUILDING UTILITY THREE SETS G. HANDLE, INSTALL, CONNECT, GLEAN, GONDITION AND ADJUST 2. ALL BARRICADES SHOULD BE CONSTRUCTED ^ITH A SMOOTH to Iv SERVICES. COORDINATE WORK OF THE VARIOUS SPECIFICATION EACH OF MANUFACTURER'S COLOR AND FINISH SAMPLES, OR CHARTS PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER'S FINISH, FROM GROUND LEVEL TO TOP, TO ACCEPT OWNER SEG71ONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTRUCTIONS AND GOMPLYING WITH SPECIFIED REQUIREMENTS. INSTALLED VINYL GRAPHICS. 1l AND COLOR ;tltl INSTALLING, CONNECTING TO, AND PLAGING IN SERVICE SUCH PLATES FOR ACGEPTANGE IMMEDIATELY FOLLO^INC APPROVAL OF REQUEST CLARIFICATION FROM THE ARCHITECT IN THE FORM OF AN 3. PROVIDE TEMPORARY ^FATHER-TIGHT ENCLOSURES AT EXTERIOR t, > 24 :y EQUIPMENT. SUBCONTRACTORS FURNISHING THE REQUIRED MATERIALS. ONLY RFI BEFORE PROCEEDING, WHERE MANUFACTURER'S INSTRUCTIONS OPENINGS TO PROVIDE ACCEPTABLE WORKING CONDITIONS AND o H. COORDINATESUBMIT SAMPLES WHEN REQUESTED OR IF SUBSTITUTION IS REQUESTEDtc THE INSTALLATION AND PHYSICAL SPACE CONFLICT WITH THE CONTRACT DOCUMENTS. PROTECTION OF MATERIALS AND TO ALLOW FOR TEMPORARY zto REQUIREMENTS OF PLUMBING, MECHANICAL AND ELECTRICAL ^ORK AND APPROVED. HEATING, VENTILATING AND COOLING. CONTRACTOR TO APPLY T^O THAT ARE INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. D. ALL WORK SHALL BE PERFORMED IN THE BE57 PROFESSIONAL GOATS OF PRIMER TO BARRIER ^/ 45 HOURS DRYING TIME. II FOLLO^ ROUTING SHOWN FOR PIPING, DUC75 AND CONDUIT AS MANNER AND CRAFTSMANSHIP. CONTRACTOR TO PROVIDE DOUBLE DOORS IN BARRICADE FOR ARCHITECT WILL RETAIN TWO (2) SETS OF PHYSICAL SAMPLES/COLOR ;t (� CLOSELY A5 PRACTICAL. INSTALL RUNS PARALLEL WITH AND AND FIN15H SAMPLES/CHARTS AND COLOR PLATES AND RETURN ONE (1) E. PERFORM WORK BY PERSONS QUALIFIED TO PRODUCE WORKMANSHIP DELIVERY PURPOSES. PERPENDICSET TO THE CONTRACTOR FOR CONTRACTOR'S DOCUMENTS. ULAR TO THE LINE OF THE BUILDING. UTILIZE SPACES AS OF THE SPECIFIED QUALITY. G. FIELD OFFICE, TELEPHONE AND FACSIMILE: tc V/ EFFICIENTLY AS POSSIBLE TO MAXIMIZE ACCESSIBILITY FOR OTHER F. THE GENERAL CONTRAG7OR AND SUPPLIERS OF LABOR AND 1. PROVIDE AND MAINTAIN A TEMPORARY FIELD OFFICE AREA AT THE I° 'o WORK INSTALLATION AND FOR MAINTENANCE AND FOR REPAIR. ARCHITECT TO FORWARD SAMPLE OF ALL APPROVED MATERIALS MATERIALS SHALL PROVIDE A ONE (1) YEAR GUARANTEE ON ALL PROJEG7 SITE DURING PROGRESS OF THE ^ORK. to 1. CONGEAL PIPING, DUCTS AND CONDUIT WITHIN THE CONSTRUCTION, FINISHES TO LULULEMON PROJECT MANAGER FOR FIELD VERIFICATION. ^ORK AND MATERIALS FROM THE DATE OF STORE OPENING AND 2. MAINTAIN COPIES OF PERMITS, APPROVED SHOP DRA^INGS, I N 10"TO UL Worn EXCEPT AS OTHERWI5E INDICATED. COMPLETION OF ALL PUNCH LIST ITEMS TO THE COMPLETE SPECIFICATIONS, ADDENDA AND RECORD DOCUMENTS ON 51TE AT N 19btEp FOR OD WOeJ1'i 1.3 REQUESTS FOR INFORMATION SATISFACTION OF THE OWNER'S REPRESENTATIVE. ALL TIMES. N MW FOR CD 1{ WWb COORDINATE COMPLETION AND CLEANUP WORK OF ALL TRADES AND G. THE GENERAL CONTRACTOR AND SUPPLIERS OF LABOR AND 3. G.G SHALL HAVE PHONE SERVICE, A LAPTOP COMPUTER WITH FULL 0 19M FOR 'liT 1µ/10/r1 SUBCONTRACTORS IN PREPARATION FOR CONSTRUCTION PUNCH. THEA. IN THE EVENT THAT THE GENERAL CONTRACTOR, ORA MATERIALS SHALL ABIDE BY ALL THE BUILDING RULES AS 5UPPLIED C TIME INTERNET AC' AND A DIGITAL CAMERA ON SITE AT GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE FINAL CLEANUP OF THE SUBCONTRACTOR, AT ANY TIER, DETERMINES THAT SOME PORTION BY BUILDING MANAGEMENT. ALL TIMES. o ENTIRE PREMISES TO INCLUDE BUT NOT LIMITED TO FLOORS, MILLWORK, OF THE DRAWINGS, SPEGIFIGATIONS, OR OTHER CONTRACT H. G.G. SHALL SUPPLY 4 INSTALL PROPER AND ADEQUATE ANCHORS, FIXTURES, ETC. PRIOR TO TURNOVER. DOCUMENTS REQUIRES A CLARIFICATION OR INTERPRETATION BY THE FURRING, BLOCKING, STUDS, AND 51MILAR PROVISIONS TO SUPPORT ARCHITECT, THE GENERAL CONTRACTOR SHALL SUBMIT A REQUEST ALL OWNER SUPPLIED AND MILLWORK CONTRACTOR ITEMS FORto FOR INFORMATION BY THE PROCESS SET FORTH BY THE OWNER. ALL FIRM, SECURE AND CONGEALED SUPPORT OR ATTACHMENT OF WALL l RFIS SHALL BE DIRECTED TO THE ARCHITECT USING ONLINE RFI TOOL OR COLUMN FIXTURES, FITTINGROOMS, LIGHTING FIXTURES, TOILET tDates 13 Agu6t 2014 $ GOPIED TO CONSTRUCTION MANAGER. ROOM ACCESSORIES, AND SERVICE FACILITIES AT LOCATIONS Draw&Js INDICATED BY PLANS AND/OR ELEVATIONS AND/OR DETAILS. GG > M,�►/ SHALL GOORDINA7E ^ITH MILLWORK CONTRACTOR FOR REQUIRED 2CFrcwd Gmi TO LOCATIONS AND 4°Y'°m0 `;� pl'BWIf'19: ;O tm jm T Lo N ;O AsolU I P T a 0 H. SAFETY AND SECURITY SECTION 01700 - EXECUTION REQUIREMENTS NOT 5A7I5FAG70RILY RESTORE THE QUALITY AND APPEARANCE OF THE 1. PROVIDE AND MAINTAIN ALL NECESSARY SAFETY PROVISIONS FOR WORK, THE DEFECTIVE WORK SHALL BE REMOVED, REGARDLESS OF - PROTECTION AND SAFETY OF THE PROJECT WORK, WORKERS AND 1_1 PREPARATION: THE PERMISSION TO PATCH. CONCRETE 15 TO HAVE A SMOOTH, CLEAR, # GENERAL PUBLIC. STEEL TROWEL FINISH AS REQUIRED TO RECEIVE FLOOR FINISHES. :U 2. PROVIDE AND MAINTAIN OPERABLE FIRE EXTINGUISHING DEVICES IN A. PROTECTION OF EXI5TING CONSTRUCTION: USE ALL NECESSARY CARE DIVISION 5 -METALS C _ O WELL-MARKED, ACCESSIBLE LOCATIONS THROUGHOUT THE PROJECT. AND APPROPRIATE MEANS AND METHODS TO PROTECT AND PREVENT 1.4 57ARTIN6 AND ADJUSTING: DAMAGE TO EXISTING CONSTRUCTION AND PROPERTY NOT PART OF I PROVIDE TYPES, QUANTITIES AND LOCATIONS IN COMPLIANCE WITH SECTION 05400 - GOLD-FORMED METAL FRAMING GOVERNING CODES AND ORDINANCES. THE CONTRACT WORK. REPAIR AND REFINISH OR REPLACE A. PRIOR TO 5UB5TANTIAL COMPLETION, GOORDINA7E THE START-UP, =_ to CONSTRUCTION AND PROPERTY DAMAGED DURING GON57RUCTION TEST AND BALANCE, PLACEMENT IN OPERATION AND ADJUSTMENT ALL 3. PROVIDE ALL NECESSARY SECURITY BARRIERS AND ENCLOSURES DIVISION 1, GENERAL REQUIREMENTS, ARE HEREBY MADE A PART OF THIS TO PROTECT THE WORK AND TENANT'S OPERATIONS FROM WORK, AT GONTRAGTOR'5 EXPENSE. SYSTEMS, CONTROLS AND EQUIPMENT TO VERIFY PROPER OPERATION. o SECTION A5 IF FULLY REPEATED HEREIN. N `3 Q UNAUTHORIZED ENTRY OF PERSONS, VANDALISM AND THEFT. PROVIDE ALL SYSTEMS SHALL BE COMPLETE AND OPERATING PRIOR TO FINAL o N DOORS WHEN REQUIRED, WITH 5ELF-GL051N6 HARDWARE AND LOCKS. B. ALL FIREPROOFING THAT 15 DAMAGED AS A RESULT OF NEW INSPECTION AND/OR GONSTRUGTION PUNCH. PART 1 - GENERAL GONSTRUGTION SHALL BE PATGHED WITH MATERIALS AND THICKNESS TOt o :C I. GLEANING MATCH EXISTING. 1_5 CONTRACT CLOSEOUT: 1.1 SUBMITTALS tw `N :X 1. DURING CONSTRUCTION: PROVIDE AN APPROVED ON-SITE THE FOLLOWING ITEMS NEED TO BE INCLUDED IN THE CLOSEOUT PACKAGE A. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS DETAILS OF CONTAINER FOR THE USE OF ALL CONTRACTORS, SUBCONTRACTORS 1_2 SELECTIVE DEMOLITION: PROVIDE SELECTIVE DEMOLITION A5 SHOWN AND TO THE OWNER AT PROJECT COMPLETIONMETAL FABRICATIONS a THEIR CONNECTIONS. SHOW ANCHORAGE AND OWNER'S VENDORS FOR THE COLLECTION OF WA57E MATERIALS, SPECIFIED: ACCESSORY ITEMS. 3 DEBRIS AND RUBBISH. PROVIDE AN APPROVED ON-SITE CONTAINER 1. G.G. 516NED FINAL PAY APP WITH CONTINUATION SHEETS (516NED WITH B. TEMPLATES: FOR ANCHORS a BOLTS :.2 Ll FOR ALL RECYCLED MATERIALS. EXECUTE PERIODIC GLEANING TO A. PREPARATION: NOTARY. Ll KEEP THE WORK, THE 517E AND ADJACENT PROPERTIES FREE FROM 2. COMPLETED PUNCH LI5T WITH ALL REQUIRED 516NATURE5 (6.G., P.M., PART 2 - MATERIALS ~ ACCUMULATIONS OF WA57E MATERIALS, RUBBISH AND WIND BLOWN 1. GOORIDINA7E WORK OF 7HI5 SECTION WITH WORK OF VARIOUS OPS) - LEAVE COPY IN TURNOVER MANUAL o DEBRIS, RESULTIN6 FROM CONSTRUCTION OPERATIONS. REMOVE CONTRACTORS AND TENANT'S STAFF. 3. BUILDING PERMIT (PROVIDE A COPY FOR CLOSEOUT) (ORIGINAL TO 2.1 STEEL FRAMING GRATES AND CARTONS IN ^HIGH MATERIALS, EQUIPMENT, OR FIXTURES 2. THE CONTRACTOR SHALL MAINTAIN THE EXISTING EXITS, CORRIDORS, BE LEFT IN TURNOVER MANUAL) ARE RECEIVED TO ON-SITE CONTAINERS DAILY. AISLES AND DOORS FREE OF OBS7RUGTION5 AT ALL TIMES. 4. CERTIFICATE OF OGGUPANGY OR JURISDIGTION REQUIRED DOCUMENT A. G-SHAPED, GALVANIZED, STANDARD STEEL STUDS AND JOISTS OF SIZE, I o 2. MAINTAIN THE PROPERTY IN A GLEAN AND ORDERLY CONDITION. 3. ERECT AND MAINTAIN WEATHERPROOF CLOSURES AT EXTERIOR IF APPLICABLE (PROVIDE A COPY FOR CLOSEOUT) (ORIGINAL TO BESHAPE, AND GAUGE AS RECOMMENDED BY MANUFACTURER. INCLUDE REMOVE WOPENINGS. LEFT IN TURNOVER MANUAL) MATERIALS, DEBRIS AND RUBBISH FROM THE 517E ON MANUFAG7URER'5 STANDARD ACCESSORIES, INGLUDIN6 RUNNERS, A DAILY BASIS AND 15P05E OF AT LEGAL DISPOSAL AREAS AWAY 4. ERECT AND MAINTAIN DUST-PROOF INTERIOR PARTITIONS TO 5. FULL SET OF A5-BUIL7 (REDLINED DWGS) UPLOADED TO REPORT TRACKS, CLIPS, STIFFENERS, AND BRACING. 13 FROM THE SITE. PREVENT SPREAD OF DUST OR FUMES. HAWK ONLY. (NOT TO BE MAILED) 'w C 3. G.G. 15 TO SUPPLY 1 (ONE) EMPTY 30 YARD DUMP57ER FOR THE 5. ERECT AND MAINTAIN BARRICADES, ENCLOSURES, BRAGIN6, 6. FINAL PHOTOS UPLOADED TO REPORT HAWK ONLY. (NOT TO BEo B. OPEN-^EB, TRIANGULAR SECTION STEEL STUD (DESIGNED TO MINIMIZE 0 SOLE USE OF THE OWNERS STORE OPERATIONS AT THE TIME OF SHORING, LIGHTS, WARNING SIGNS AND GUARDS NECESSARY FOR MAILED) THERMAL BRID(5ING) TURNOVER UNLESS DIREGTED OTHERWISE. WORKER AND PUBLIC SAFETY AND PROTECTION OF PROPERTY. 7. SUB CONTRACTOR UNCONDITIONAL LIEN WAIVER5 a a a a a 6. DISCONNECT, REMOVE AND GAP DESIGNATED UTILITY SERVIGE5. 5. G.G. UNCONDITIONAL LIEN WAIVERS. 2.2 RELATED MATERIALS J. DUST CONTROL: IDENTIFY AND MARK LOCATIONS OF DI5GONNEG= AND GAPPED UTILITIES AT THE PROJECT 517E AND ON PROJECT RECORD DOCUMENTS. ALL DOCUMENTS TO BE SENT TO LULULEMON ATHLETIGA OFFICES ATT: A. FASTENERS: PROVIDE SCREWS A5 RECOMMENDED BY MANUFACTURER. T 1. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS AND 7. NOTIFY AND GOORDINA7E ^ITH THE TENANTS CONSTRUCTION CONSTRUCTION COORDINATOR - AS ONE PAGKA6E FOR G.G. FINAL PAY d TO FACILITATE DISMANTLING, THE USE OF NAILS I5 NOT RECOMMENDED. � OTHER SIMILAR CLOSED OR REMOTE SPACES PRIOR TO GOVERING MANAGER AND THE BUILDING OWNER FOR ANY DEMOLITION OCCURRING RELEASE. . OR ENCLOSING THE SPACE. OUTSIDE THE LEASE LIMIT. B. INSULATION: PROVIDE RIGID INSULATION OVER THE FRAMING, IN t CL to 2. S^EEP AND VACUUM GLEAN INTERIOR SURFACES BEFORE START OF 5. COORDINATE HOURS OF OPERATION AND CONSTRUCTION ACCESS fr j LOCATIONS SHOWN BY DRAWINGS TO PREVENT THERMAL BRIDGING AT � ^ITH THE TENANTS CONSTRUCTION MANAGER AND THE BUILDING OWNER. SURFACE FINISHING AND PAINTING. CONTINUE GLEANING ON AN � �-• q. GENERAL CONTRACTOR SHALL CONFIRM WITH SHELL BUILDING ( STEEL FRAMING. THICKNESS TO BE DETERMINED BY CLIMATE ta ` A5-NEEDED BASIS UNTIL FINISHING AND PAINTING IS COMPLETED. CONDITIONS. FOR FULL WALL GOVERA&E, AVOID RIGID INSULATION -5 3. GLEANING OPERATIONS SHALL BE ACCEPTABLE TO THE TENANT'S OWNER (LANDLORD) OR MANAGEMENT REPRESENTATIVE THE PRODUCED WITH OZONE-DEPLETINGC HFC BLO^IN6 A6EN75. t o ' CONSTRUCTION MANAGER. ALLOWABLE HOURS FOR VARIOUS TYPES OF DEMOLITION PRIOR TO 4. G.G. SHALL SUPPLY COVERS FOR ALL OPEN DUCTS AND OPENINGS SUBMITTING BID. NO ADDITIONAL COMPENSATION WILL BE DUE THE 1. INDIVIDUAL FRAMING MEMBER INSULATORS: EXTRUDED POLYSTYRENE :U IN STOREFRONT DURING CON57RUGTION. CONTRACTOR FOR AFTER NORMAL BUSINESS HOURS WORK. CHANNELS ATTACH TO FRAMING MEMBER WITH FRICTION FIT OR c :y PEEL-AND-STICK FOR CORNERS AND TOP AND BOTTOM CHANNELS K. THE GONTRAGTOR SHALL UTILIZE THE AREAS WITHIN THE LIMITS OF THE B. SELECTIVE DEMOLITION 2. RIGID FOAM SHEETS APPLIED TO EXTERIOR OF FRAMING ASSEMBLY: ?y SITE FOR STORAGE OF MATERIAL UNLESS NOTED OTHERWISE. 0 o 1. REMOVE EXISTING CONSTRUCTION TO ACCOMMODATE NEW P A. EXPANDED POLYSTYRENE FOAM . CONS7RUGTION A5 INDICATED. to to SECTION 01630 - 5UB5TITU7ION5 2. PERFORM SELECTIVE DEMOLITION IN AN ORDERLY, SYSTEMATIC AND B. EXTRUDED POLYSTYRENE FOAM (MADE WITH OZONE-DEPLETINGto SLOWING A&EN75) 1.1 GENERAL: CAREFUL MANNER WITH LEAST POSSIBLE DISTURBANCE TO PUBLIC AND G. POLYI5OCYANURATE FOAMS EXPANDED WITH HYDROCARBONS RATHER to ADJACENT PROPERTY. USE OF EXPLOSIVES 15 PROHIBITED. THAN HGFGS €a 3. IMMEDIATELY REMOVE FROM THE SITE AND LEGALLY DISPOSE OF ' 5UB5TITUTIONS ARE GENERALLY NOT ALLOWED, HOWEVER IFA DEMOLISHED MATERIALS, EXCEPT AS INDICATED OTHERWISE. DO NOT `N SUBSTITUTION IS REOUE57EID IT MU57 BE DONE AT THE TIME OF BID AND PART 3 - EXECUTION BURN OR BURY MATERIALS ON THE PROJECT SITE. I I PRIOR TO THE BI05 BEING DUE. THE SUBSTITUTION ^ILL BE REVIEWED BY 3.1 INSTALLATION i THE OWNER'S CONSTRUCTION MANAGER AT THI5 TIME AND MUST BE 1.3 GLEANING '° SUBMITTED IN WRITING. - Z A. GENERAL: PERFORM GUTTING, DRILLING, AND FITTING REQUIRED FOR A. FINAL GLEANING: PERFORM FINAL GLEANING UPON TURN OVER. INSTALLING METAL FABRICATIONS. SET METAL FABRICATIONS '� A. PRODUCTS, INGLUDIN6 MATERIALS, EQUIPMENT AND SYSTEMS DESCRIBED IN THE CONTRACT DOCUMENTS ESTABLISH THE ACCURATELY IN LOCATION, WITH EDGES AND SURFACES LEVEL, PLUMB, 1. REMOVE WA5TE AND SURPLUS MATERIALS, RUBBISH, TOOLS, 6 ( I F I AND TRUE. STANDARDS OF REQUIRED FUNCTION, DIMENSION, APPEARANCE, EQUIPMENT AND TEMPORARY CONSTRUCTION FACILITIES FROM THE SITE. QUALITY AND PERFORMANCE OF THE ^ORK. BASE ALL BIDS ON THE 2. GLEAN EXTERIOR GROUNDS; REMOVE STAINS, SPILLS AND FOREIGN < < "STANDARDS" INDIGATED. 1. FIT EXPOSED CONNECTIONS ACCURATELY TOGETHER. WELD B. REQUESTS BY THE GON7RAG7OR FOR CHANGES IN PRODUCTS, MATERIALS FROM PAVED AREAS, POWER WASH AND SWEEP GLEAN. CONNECTIONS THAT ARE NOT TO BE LEFT A5 EXPOSED JOINTS BUT V MANUFACTURERS, FABRICATORS, SUPPLIERS, INSTALLERS, AND RAKE GLEAN LANDSCAPED SURFACES OF THE GROUNDS. CANNOT BE SHOP ^ELDER. DO NOT WELD, GUT, OR ABRADE SURFACES t o 3. REMOVE TEMPORARY PROTECTION AND LABELS NOT REQUIRED TO s I.I..I METHODS OF CONSTRUCTION REQUIRED BY THE CONTRACT OF EXTERIOR UNITS THAT HAVE BEEN HOT-DIP GALVANIZED AFTER REMAIN. I DOCUMENTS ARE CONSIDERED REQUESTS FOR "SUBSTITUTIONS:" FABRICATION.4. GLEAN ALL FINISHED SURFACES. REMOVE GREASE, MASTIC, O O cn SUBSTITUTIONS WILL BE GONSIDERED ONLY UNDER THE FOLLOWING 2. PROVIDE ANCHORAGE DEVICES AND FASTENERS WHERE METAL ADHESIVES, 17)U57, DIRT, STAINS, FINGERPRINTS, LABELS AND OTHER - FABRICATIONS ARE REQUIRED TO BE FASTENED TO IN-PLACE CONDITIONS: FOREIGN MATERIALS FROM EXPOSED INTERIOR AND EXTERIOR o V SURFACES. _ F CONSTRUCTION. ?o 1. THE INDICATED "STANDARD" CANNOT BE PROVIDED WITHIN THE B. TOUGH UP SURFACES AND FIN15HF-5 AFTER ERECTION. t CONTRACT TIME a.GLEAN ALL PLUMBING, FIRE PROTECTION AND ELECTRICAL FIXTURES I N 2. THE INDICATED "STANDARD" CANNOT RECEIVE NECESSARY AND EQUIPMENT INGLUDIN6 GEILIN6 AREA ELEVATED DUCT^ORK AND o APPROVAL BY THE GOVERNING AUTHORITY. LIGHTING FIXTURES. F I I 1. GALVANIZED SURFACES: GLEAN FIELD WELDS, BOLTED 3. A SUBSTANTIAL ADVANTAGE 15 OFFERED THE OWNER, IN TERMS OF GONNECTIONS, AND ABRADED AREAS AND REPAIR GALVANIZING TO E b.GLEAN PERMANENT EQUIPMENT FILTERS AND REPLACE TEMPORARY I COMPLY ^ITH ASTMA 780. V COST, TIME, ENERGY CONSERVATION OR OTHER CONSIDERATIONS OF DI5P05ABLE FILTERS IN MECHANICAL UN175 USED DURING ��..� MERIT AS DETERMINED BY THE ARGHITEGT. CONSTRUCTION. t I o G.GLEAN DUCTS, BLOWERS AND COILS IF MECHANICAL UNITS ^ERE I DIVISION 6 - WOOD AND PLASTICS G. SUBMIT EACH REQUEST FOR SUBSTITUTION TO THE OWNER'S OPERATED WITHOUT FILTERS DURING CONSTRUCTION. 'N CONSTRUCTION MANAGER AND COPY THE ARCHITECT IN WRITING. SECTION 06210 - FINISH CARPENTRY AND MILLWORK :U IDENTIFY THE PRODUCT, MANUFACTURER, FABRICATOR, SUPPLIER, 5. GLEAN INTERIOR AND EXTERIOR GLAZING AND MIRRORS, POLISH w FDIVISION 1, GENERAL REQUIREMENTS, ARE HEREBY MADE A PART OF THIS 1881JED TO U1 W/ftm INSTALLER OR THE FABRICATION OR INSTALLATION METHOD TO BE TRANSPARENT AND 6.7LO55Y SURFACES AND GLEAN FLOORS WITH REPLACED IN EACH REQUEST. IDENTIFY RELATED SPECIFICATION SECTION A5 IF FULLY REPEATED HEREIN. N MAP FOR DD 14108111 APPROPRIATE MATERIALS AND EQUIPMENT. SECTION AND DRA^IN6 NUMBERS. PROVIDE DOCUMENTATION A5 6. REMOVE WASTE, FOREIGN MATERIAL AND DEBRIS FROM ROOFS, i I / I I " MCD 1 mwb DIRECTED BY THE OWNER'S CONSTRUCTION MANAGER OR THE 1 PART 1 - GENERAL op FORS MJIO/1.1 AREAWAYS AND DRAINAGE SYSTEMS. ARGHITEGT. 7. BEFORE TENANT OCCUPANCY, CONDUCT AN INSPECTION, WITH THE I N 1.1 SUBMITTALS o TENANT, OF EXPOSED INTERIOR AND EXTERIOR SURFACES AT ALL D. SUBSTITUTIONS ^ILL NOT BE CONSIDERED WHEN INDICATED ON SHOP WORK AREAS, TO VERIFY THAT THE ENTIRE ^ORK 15 GLEAN. DRAWINGS OR PRODUCT DATA SUBMITTALS WITHOUT SEPARATE A. PRODUCT DATA: FOR EACH TYPE OF PROCESS AND FACTORY- ?L 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL FABRICATED PRODUCT. t° WRITTEN REQUEST, WHEN REQUESTED DIRECTLY BY SUBCONTRACTOR, OF ANY AND ALL OWNER'S TEMPORARY 6RAPHIC5 INSTALLED DURING to MANUFACTURER, FABRICATOR, OR SUPPLIER, OR WHEN AGGEPTANGE CONSTRUCTION, INSTALLED TO ANY PERMANENT AND FINAL SURFACES F I� N.T.S. ^ILL REQUIRE SUBSTANTIAL REVISION OF THE GONTRAGT DOCUMENTS. I 1. INCLUDE DATA FOR WOOD-PRESERVATIVE AND FIRE-RETARDANT Deter 1t 2014 INCLUDED BUT NOT LIMITED TO GLAZING STOREFRONT SYSTEM, - TREATMENT FROM CHEMICAL TREATMENT MANUFACTURER AND t ass DOORS, AND NEUTRAL PIERS. ALL FINAL SURFACES SHALL BE GLEANED CERTIFICATION BY TREATING PLANT THAT TREATED MATERIALS COMPLY "' �� i w w E. SUBSTITUTE PRODUCTS, MANUFACTURERS, FABRICATORS, SUPPLIERS, AND FREE OF VINYL GRAPHIC RESIDUE. C'$L/ TIS AND INSTALLERS SHALL NOT BE USED FOR THE PROJECT WITHOUT THE WITH REQUIREMENTS. 9.GLEAN ALL EXI5TIN6 GONGRETE SURFACES. REMOVE FROM JOB AND Job Noben 49690/113 OWNER'S WRITTEN ACCEPTANCE. REPLACE ANY CONCRETE NOT GOMPLYIN6 WITH THE INTENT OF THESE DRAWINGS AND THESE SPECIFICATIONS, UNLE55 PERMISSION 15 GIVEN t Drawing: BY LULULEMON TO PATCH AND REPAIR. IF THE PATCHING DOES �N ;O n 0 PART .2 - PRODUCTS PART 2 PRODUCT5 2. FIRE-RATED DOORS: INSTALL DOORS WITH CLEARANCES AGGORDIN6 PART 2 - PRODUCTS ; TO NFPA 50 2_1 INTERIOR MILLWORK 2.1 MA7ERIAL5 2.1 MANUFAG7URER5 3.2 ADJU5TIN6 AND GLEANING: ;U 1. WOOD USED FOR TRIM AND DECORATIVE COMPONENTS SHALL BE 1. WOOD DOORS AND FRAMES SHALL MEET ALL APPLICABLE A. BA515 OF 0)E516N: BA515 OF DE516N FOR THE STOREFRONT SYSTEM 15 FIRST CLASS TRIM STOCK, FREE OF ANY BLEMISH ^HIGH WILL BE REQUIREMEN75 OF THE AMERICAN WOODWORK INSTITUTE "QUALITY A. FINAL ADJUSTMENTS: CHECK AND READJUST OPERATING HARDWARE YKK YE5 20, SUBJECT TO COMPLIANCE WITH REQUIREMENT5 PROVIDE THE EVIDENT AFTER FINI5HIN6. STANDARDS" AND "NATIONAL WOODWORK MANUFACTURERS ITEMS IMMEDIATELY BEFORE FINAL IN5PEG7I0N. LEAVE WORK IN NAMED PRODUCT OR A GOMPARABLE PRODUCT BY AN AVAILABLE o ASSOCIATION" SPECIFICATION UNLE55 OTHER4-45E SPECIFIED. COMPLETE AND PROPER OPERATING GONIDITION. REMOVE AND REPLACE MANUFACTURER. N :°o a U A. BASE, GASIN6, TRIM, INTERIOR RAIL AND WALL GAPS, AND A. SOLID GORE WOOD: DEFECTIVE WORK, INCLUDING HOLLO^ METAL ^ORK THAT 15 WARPED, MISGELLANEOUS MILLWORK: 1. VENEER BOWED, OR OTHER^ISE UNACCEPTABLE. 2.2 MATERIALS 1. MATERIALS SUITABLE FOR CLEAR FINISH: 2. GORE: o a. SOLID DIMENSIONAL LUMBER B. MEDIUM-DEN5ITY FIBERBOARD B. IMMEDIATELY AFTER ERECTION, SAND SMOOTH RUSTED OR DAMAGED A. ALUMINUM: ALLOY AND TEMPER RECOMMENDED BY MANUFACTURER b. LAMINATED BAMBOO G. SOLID OR LAMINATED WOOD AREAS OF PRIME GOAT AND APPLY TOUGH UP OF GOMPATIBLE FOR TYPE OF USE AND FINISH INDICATED. G. 5ALVA&ED, REMILLED LUMBER 3. FINISH: FAGTORY-APPLIED FIN15H AIR-DRYING, RUST-INHIBITIVE PRIMER. 'N 2. MATERIALS SUITABLE FOR OPAQUE FINISH: 1. SHEET AND PLATE: A57M B 2019. a. MEDIUM-I7EN51TY FIBERBOARD (MDF): PRE-PRIMED PART 3 EXEGUTION SECTION 05 4113- ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 2. EXTRUDED BARS, RODS, PROFILES, AND TUBES: ASTM B 221. t B. PANELING: 3. EXTRUDED 57RUGTURAL PIPE AND TUBES: A5TM B 4219. W 1. PLYWOOD: 3.1 IN57ALLATION 1.1 PERFORMANCE REQUIREMENTS 4. 571RUGTURAL PROFILES: ASTM B 308/B 305M. I'3 > a. BAMBOO a io b. PLYWOOD A. HOLLOW METAL FRAMES: COMPLY ^ITH AN51/SDI A250.11. A. GENERAL: PROVIDE ALUMINUM-FRAMED SYSTEMS, INGLUDING B. STEEL REINFORGEMENT: WITH MANUFACTURER'S STANDARD 0 :a G. FACE VENEERS OVER MDF GORE 1. SET FRAMES AGGURATELY IN POSITION, PLUMBED, ALIGNED, AND ANGHORA6E, CAPABLE OF WITHSTANDING, WITHOUT FAILURE, THE EFFECTS GORRO51ON-RESI5TAN7 PRIMER. G. VENEER PANELS: BRACED SEGURELY UNTIL PERMANENT ANCHORS ARE SET. AFTER OF THE FOLLO^IN6: 1. SUBSTRATE: WALL CONSTRUCTION 15 COMPLETE, REMOVE TEMPORARY BRAGES, 1. 5TRUGTURAL SHAPES, PLATES, AND BARS: A5TM A 36/A 36M. a 8 p a. MDF LEAVING SURFACES SMOOTH AND UNDAMAGED. 1. STRUCTURAL LOADS. 2. GOLD-ROLLED SHEET AND STRIP: A57M A 1008/A 1005M. 2. VENEERS a. AT FIRE-PROTECTION-RATED OPENIN65, IN57ALL FRAMES 2. THERMAL MOVEMENTS. 3. HOT-ROLLED SHEET AND STRIP: A57M A 1011/A 1011M. 121 :o AGGORDINC TO NFPA 50. 3. MOVEMENTS OF SUPPORTING STRUCTURE INDIGATED ON DRA^IN65 T o 2.2 CASEWORK b. WHERE FRAMES ARE FABRICATED IN SECTIONS BECAUSE OF INGLUDING, BUT NOT LIMITED TO, STORY DRIFT AND DEFLECTION 2.3 FRAMING SYSTEMS � 'L SHIPPING OR HANDLING LIMITATIONS, FIELD SPLICE AT APPROVED FROM UNIFORMLY DISTRIBUTED AND CONCENTRATED LIVE LOADS. 3 A. GARGASSES AND SUBSTRATES: LOCATIONS BY WELDING FACE JOINT CONTINUOUSLY; GRIND, FILL, 4. DIMENSIONAL TOLERANGES OF BUILDING FRAME AND OTHER A. FRAMING MEMBERS: MANUFAGTURER'5 STANDARD EXTRUDED-ALUMINUM 10 r C C 1. MEDIUM-DENSITY FIBERBOARD DRESS, AND MAKE 5PLIGE SMOOTH, FLUSH, AND INVISIBLE ON AI7JAGEN7 CONSTRUCTION. FRAMING MEMBERS OF THICKNESS REQUIRED AND REINFORCED AS C q 2. PLYWOOD EXPOSED FACES. 5. FAILURE INGLUDES THE FOLLO^INC: REQUIRED TO SUPPORT IMPOSED LOADS. d 3. SOLID DIMENSIONAL LUMBER G. INSTALL DOOR SILENCERS IN FRAMES BEFORE GROUTING. G. DEFLECTION EXCEEDING SPECIFIED LIMITS. ' a a a a a B. SYNTHETIC GA5T 5LABS: d. REMOVE TEMPORARY BRACES NECESSARY FOR INSTALLATION d. THERMAL STRESSES TRANSFERRED TO BUILDING 57RUG7URE. 1. CONSTRUCTION: NONTHERMAL. ?; r 1. GAST, LIGHTWEIGHT MATERIAL ONLY AFTER FRAMES HAVE BEEN PROPERLY SET AND SECURED. e. FRAMING MEMBERS TRANSFERRING STRESSES, INGLUDING 2. CAST, TERRAZZO-LIKE MATERIAL e. CHECK PLUMBNES5, 5QUARENE55, AND TWI57 OF FRAMES A5 TH05E CAUSED BY THERMAL AND STRUCTURAL MOVEMENTS, TO B. BRACKETS AND REINFORCEMENTS: MANUFAGTURER'5 STANDARD G. TILE: SEE 5EG7ION 019300 - TILE WALLS ARE GON57RUG7ED. SHIM AS NECESSARY TO GOMPLY GLAZING. HIGH-STRENGTH ALUMINUM WITH NON57AININ6, NONFERROUS SHIMS FOR WITH INSTALLATION TOLERANCES. f. NOISE OR VIBRATION GREATER BY ^IND AND THERMAL AND ALIGNING SYSTEM COMPONENTS. UJ a � 2.4 M15GELLANEOUS MATERIALS f. FIELD APPLY BITUMINOUS GOATINC TO BACKS OF FRAMES THAT 57RUG7URAL MOVEMENTS. ARE FILLED WITH GROUT GONTAININ6 ANTIFREEZING A6ENT5. g. LOOSENING OR ^EAKENINC OF FASTENERS, ATTACHMENTS, AND G. FASTENERS AND ACCESSORIES: MANUFAG7URER'5 STANDARD Y :O A. ADHESIVES: OTHER COMPONENTS. CORRO5ION-RE515TANT, NONSTAINING, NONBLEEDING FASTENERS ANDM? t 1. INTERIOR WOODWORK AND MILL^ORK: F5 MMM-A-125G, TYPE 11, 2. FLOOR ANCHORS: PROVIDE FLOOR ANGHOR5 FOR EACH JAMB h. SEALANT FAILURE. AGGE55CRIES COMPATIBLE WITH ADJAGENT MATERIALS. WATER- AND MOLD-RESISTANT. USE ASTM D3110, DRY-U5E TYPE FOR THAT EXTENDS TO FLOOR, AND SECURE WITH POST INSTALLED 1. FAILURE OF OPERATING UNITS TO FUNCTION PROPERLY. :O LAMINATED AND FINGER-JOINTED MEMBERS, GERTIFIED IN EXPANSION ANCHOR5. 1. WHERE FASTENERS ARE SUBJECT TO LOOSENING OR TURNING OUT ACCORDANCE ^ITH A57M G55-7 B. I7EFLEGTION OF FRAMING MEMBERS NORMAL TO WALL PLANE: LIMITED FROM THERMAL AND 5TRUGTURAL MOVEMENTS, WIND LOADS, OR ;U a. WATER-BASED CONTACT GEMENT a. FLOOR ANCHORS MAY BE SET WITH POWDER-AGTUATED TO 1/1'15 OF CLEAR SPAN FOR SPANS UP TO 13 FEET 6 INGHE5 AND TO VIBRATION, USE SELF-LOGKIN6 DEVICES. cu b. WATER-BASED CONSTRUCTION ADHESIVE FASTENERS INSTEAD OF POST INSTALLED EXPAN51ON ANCHORS IF 1/240 OF CLEAR SPAN PLUS 1/4 INGH FOR SPANS GREATER THAN 13 FEET 2. REINFORCE MEMBERS AS REQUIRED TO RECEIVE FASTENER 2. EXTERIOR MILLWORK: ANSI/HPMA HP 11983, TYPE 1, AIR-CURE 50 INDICATED AND APPROVED ON SHOP DRAWIN65. 6 INCHES OR AN AMOUNT THAT RESTRICTS EDGE DEFLECTION OF 7HREAD5. WATERPROOF TYPE. USE A57M D3110, WE7-U5E TYPE FOR LAMINATED INDIVIDUAL GLAZING LITE5 TO 3/4 INCH, ^HIGHEVER 15 LESS. 3. USE EXP05EI7 FASTENERS ^ITH COUNTERSUNK PHILLIP5 5GREW so AND FINGER-JOINTED MEMBERS. 3. METAL-STUD PARTITIONS: 50LIDLY PACK MINERAL-FIBER HEADS, FINISHED TO MATCH FRAMING SYSTEM. INSULATION BEHIND FRAMES. G. TEMPERATURE CHANGE (RANGE): SYSTEMS ACCOMMODATE 120 DEG F, o :U PART 3 - EXECUTION AMBIENT; 150 DEG F, MATERIAL SURFACES. D. CONCRETE AND MASONRY INSER75: HOT-DIP GALVANIZED GA57-IRON, 4. MASONRY WALLS: GOORDINATE IN57ALLATION OF FRAMES TO MALLEABLE-IRON, OR STEEL INSERTS GOMPLYINC ^ITH ASTM A 123/A 123M 3.1 INSTALLATION, GENERAL ALLOW FOR 50LIDLY FILLING SPACE BETWEEN FRAMES AND D. CONDENSATION RES157ANGE: FIXED GLAZING AND FRAMING AREAS OF OR ASTM A 153/A 153M REQUIREMENTS. ?0 MASONRY WITH GROUT. SYSTEMS HAVE CONDENSA7ION-RESI57ANCE FACTOR (GRF) OF NOT LESS 'o :t A. SET CARPENTRY TO REQUIRED LEVELS AND LINES, WITH MEMBERS THAN 53 WHEN 7E57ED AGGORDIN6 TO AAMA 1503. E. FLA5HIN6: MANUFAGTURER'5 STANDARD GORR0510N-RESISTANT, 'so PLUMB, TRUE TO LINE, GUT, AND FITTED. FIT CARPENTRY TO OTHER 5. IN-PLACE CONCRETE OR MASONRY GONSTRUG71ON: SECURE NON57AININ6, NONBLEEDING FLASHING COMPATIBLE WITH ADJACENT L CONSTRUCTION; SGRIBE AND COPE A5 NEEDED FOR ACCURATE FIT. FRAMES IN PLACE WITH P057 INSTALLED EXPAN51ON ANCHORS. 1.2 SUBMITTALS MATERIALS. FORM EXPOSED FLA5HIN6 FROM SHEET ALUMINUM FINISHED LOGATE FURRING, NAILERS, BLOGKINC, GROUNDS, AND SIMILAR COUNTERSINK ANCHORS, AND FILL AND MAKE SMOOTH, FLUSH, AND TO MATCH FRAMING AND OF SUFFICIENT THICKNESS TO MAINTAIN A FLAT 0 SUPPORTS TO COMPLY WITH REQUIREMENTS FOR ATTAGHIN6 OTHER INVISIBLE ON EXP05ED FACES. A. PRODUGT DATA: FOR EACH TYPE OF PRODUGT INDICATED. APPEARANGE WITHOUT VISIBLE DEFLECTION. CONSTRUCTION. B. FRAMING STANDARD: COMPLY WITH AFaPA'S "DETAILS FOR 6. IN-PLAGE 6YP5UM BOARD PARTITIONS: SECURE FRAMES IN PLACE B. SHOP DRAWIN65: INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, F. FRAMING SY57EM 6ASKET5 AND SEALANTS: MANUFAGTURER'5 CONVENTIONAL ^OOD FRAME CONSTRUCTION," UNLESS 07HERWI5E WITH P05T INSTALLED EXPANSION ANCHORS THROUGH FLOOR AND ATTACHMENTS TO OTHER ^ORK. STANDARD REGOMMENDED BY MANUFACTURER FOR JOINT TYPE. I.L� INDICATED. ANCHORS AT EACH JAMB. COUNTERSINK ANCHORS, AND FILL AND G. DO NOT 5PLIGE 5TRUGTURAL MEMBERS BETWEEN SUPPORTS, UNLESS MAKE SMOOTH, FLUSH, AND INVISIBLE ON EXPOSED FACES. 2.4 GLAZING SYSTEMS 1. FOR ENTRANCES, INCLUDE HARDWARE SCHEDULE AND INDICATE OTHERWISE INDICATED. OPERATING HARDWARE TYPES, FUNCTIONS, QUAN7ITIE5, AND V D. COMPLY ^ITH A^PA M4 FOR APPLYING FIELD TREATMENT TO GUT -7. CEILING 5TRUT5: EXTEND STRUTS VERTIGALLY FROM TOP OF LOCATIONS. A. GLAZING: A5 5PEGIFIED IN DIVISION OS 5EGTION "GLAZING." a i- SURFACES OF PRESERVATIVE-TREATED LUMBER. FRAME AT EACH JAMB TO OVERHEAD STRUCTURAL SUPPORTS OR E. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATE BY ANGHORIN6 SUBSTRATES ABOVE FRAME UNLE55 FRAME 15 ANCHORED TO B. GLAZING 6ASKET5: MANUFACTURER'S STANDARD COMPRESSION TYPES 1.3 QUALITY ASSURANCE ;E AND FA57ENIN6 A5 INDIGATED, GOMPLYIN6 WITH THE FOLLO^INC: MA50NRY OR TO OTHER 5TRUGTURAL 5UPPORT AT EACH JAMB. BEND REPLACEABLE, MOLDED OR EXTRUDED, THAT MAINTAIN UNIFORM O O civ 1. TABLE 2304.19.1, "FA57ENINC SCHEDULE," IN IGG'S INTERNATIONAL BUILDING TOP OF STRUTS TO PROVIDE FLUSH CONTACT FOR 5EGURIN6 TO A. IN57ALLER QUALIFIGA7ION5: ACCEPTABLE TO MANUFACTURER AND PRESSURE AND WATERTIGHT 5EAL. I- GORE. 5UPPORTIN6 CONSTRUCTION. PROVIDE ADJUSTABLE WEDGED OR CAPABLE OF PREPARATION OF DATA FOR ALUMINUM-FRAMED SYSTEMS BOLTED ANCHORAGE TO FRAME JAMB MEMBERS. INGLUDING SHOP DRA^INGS BASED ON TESTING AND ENGINEERING G. SPACERS AND SETTING BLOCKS: MANUFACTURER'S STANDARD ;o v 3.2 PROTECTIONANALY515 OF MANUFAG7URER'5 STANDARD UNITS IN ASSEMBLIES SIMILAR ELEGTROMETRIG TYPES. L } 8. INSTALLATION 7OLERANGE5: ADJUST HOLLO^ METAL DOOR TO THOSE INDICATED FOR TH15 PROJECT. L N A. PROTECT WOOD THAT HAS BEEN TREATED WITH INORGANIC BORON FRAMES FOR SQUARENE55, ALIGNMENT T^IST, AND PLUMB TO THE 2.5 DOORS o (SBX) FROM WEATHER. IF, DESPITE PROTECTION, INORGANIC FOLLOWING TOLERANCES: 1.4 WARRANTY E ■ BORON TREATED WOOD BECOMES WET, APPLY EPA-RE615TERED BORATE A. DOORS: MANUFAGTURER'S STANDARD GLAZED DOORS, FOR MANUAL �J TREATMENT. APPLY BORATE SOLUTION BY SPRAYING TO COMPLY WITH a. SQUARENE55: PLUS OR MINUS 1/16 INCH, MEASURED AT DOOR A. SPECIAL ASSEMBLY WARRANTY: MANUFAGTURER'S 57ANDARD FORM IN 5WIN6 OPERATION. bu EPA-REGISTERED LABEL. RABBET ON A LINE 190 DE6REE5 FROM JAMB PERPENDICULAR TO ^HIGH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS OF FRAME HEAD. ALUMINUM-FRAMED SYSTEMS THAT DO NOT COMPLY ^ITH REQUIREMEN75 1. DOOR GON57RUGTION: 1-3/4-INCH OVERALL 7HIGKNE55, WITH DIVISION 5 - DOOR5 AND WINDOWS b. ALIGNMENT: PLUS OR MINUS 1/16 INCH, MEASURED AT JAMBS OR THAT DETERIORATE AS DEFINED IN TH15 SECTION ^ITHIN 5PEGIFIED MINIMUM 0.125-INGH-7HICK, EXTRUDED-ALUMINUM TUBULAR RAIL AND v, :O SECTION 05200 - DOORS ON A HORIZONTAL LINE PARALLEL TO PLANE OF WALL. WARRANTY PERIOD. STILE MEMBERS. MECHANICALLY FASTEN CORNERS ^ITH REINFORCING G. TWIST: PLUS OR MINU5 1/16 INCH, MEASURED AT OPPOSITE BRACKETS THAT ARE DEEP PENETRATION AND FILLET WELDED OR D TO U1 IMcm DIVISION 1, GENERAL REQUIREMENTS, ARE HEREBY MADE A PART OF THIS FAGS CORNERS OF JAMB5 ON PARALLEL LINES, AND 1. FAILURES INCLUDE, BUT ARE NOT LIMITED 70, THE FOLLOWING: THAT INCORPORATE CONGEALED TIE RODS. WED FOR DD 14/08✓11 SECTION AS IF FULLY REPEATED HEREIN. PERPENDIGULAR TO PLANE OF WALL. a. STRUCTURAL FAILURES INGLUDING, BUT NOT LIMITED TO, 2. DOOR DESIGN: A5 INDICATED. WW FOR ows d. PLUMBNES5: PLUS OR MINUS 1/16 INCH, MEASURED AT JAM55 3. GLAZING STOPS AND CASKETS: BEVELED, 5NAP-ON, �� EXCESSIVE DEFLECTION. D FOR i MIT WWII PART 1 - GENERAL AT FLOOR. b. NOISE OR VIBRATION CAUSED BY THERMAL MOVEMENTS. EXTRUDED-ALUMINUM STOPS AND PREFORMED 6A5KET5. G. DETERIORATION OF METALS, METAL FINISHES, AND OTHER c 1.2 INDOOR AIR QUALITY B. HOLLOW METAL DOORS: FIT HOLLOW METAL DOORS ACCURATELY IN MATERIALS BEYOND NORMAL WEATHERING. B. DOOR HARD^ARE: A5 5PEGIFIED IN DIVISION 05 SECTION "DOOR o FRAMES, ^ITHIN CLEARANCES SPECIFIED BELOW. SHIM A5 NECESSARY. d. FAILURE OF OPERATING COMPONENTS TO FUNCTION PROPERLY. HARD^ARE." s� A. INTERIOR GLUES OFTEN CONTAIN UREA-FORMALDEHYDE. DO NOT USE WOOD PRODUCTS GONTAININ6 UREA-FORMALDEHYDE BINDERS, OR 1. NON-FIRE-RATED STANDARD 57EEL DOORS: 2. WARRANTY PERIOD: TWO YEARS FROM DATE OF SUB57AN71AL SEAL ALL SURFACES. AROMA71G WOODS MAY OFF GAS AND CAUSE COMPLETION. Deter 13 Awuot 2014 PROBLEMS FOR INDIVIDUALS WITH CHEMICAL SENSITIVITIES. a. JAMBS AND HEAD: 1/8 INCH PLUS OR MINUS 1/16 INCH. B. MAGHININ6 PLASTIC PRODUCTS PRODUGES HAZARDOUS DUST. b. BETWEEN EDGES OF PAIRS OF DOORS: 1/5 INCH PLUS OR B. SPECIAL FINISH WARRANTY: MANUFACTURER'S STANDARD FORM IN Dram a Mw w Owdrad 1%p PROTECT SURROUNDING AREAS FROM DUST. WEAR APPROPRIATE MINU5 1/16 INGH. WHICH MANUFACTURER AGREES TO REPAIR OR REPLACE COMPONENTS ON Gai TD PROTECTION. G. BETWEEN BOTTOM OF DOOR AND TOP OF 7HRE5HOLD: WHIGH FINISHES FAIL WITHIN 5PEGIFIED WARRANTY PERIOD. WARRANTY I= '�0b� 49G9®/1�13 MAXIMUM 3/8 INCH. DOES NOT INGLUDE NORMAL WEATHERING. d. BETWEEN BOTTOM OF DOOR AND TOP OF FIN15H FLOOR (NO Drawing: :o THRESHOLD): MAXIMUM 3/4 INCH. 1. WARRANTY PERIOD: 10 YEARS FROM DATE OF SUB57AN71AL COMPLETION. N €o I f�5ASO 2.6 ACCESSORY MATERIALS I. ERECTION TOLERANCES: INSTALL ALUMINUM-FRAMED SYSTEMS TO B. PREFILL OPEN JOINTS, ROUNDED OR BEVELED EDGE5, AND B. CONCRETE 5UB5TRATES: PREPARE ACCORDING TO ASTM F 710. COMPLY WITH THE FOLLOWING MAXIMUM TOLERANCES: DAMAGED SURFACE AREAS. A. JOINT SEALANTS: FOR INSTALLATION AT PERIMETER OF 1. VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING a ALUMINUM-FRAMED SYSTEMS, AS SPECIFIED IN DIVISION 07 SECTION 1. LOCATION AND PLANE: LIMIT VARIATION FROM TRUE LOCATION AND G. APPLY JOINT TAPE OVER GYPSUM BOARD JOINTS, EXCEPT THOSE COMPOUNDS, SEALERS, AND HARDENERS. "JOINT SEALANTS." PLANE TO 1/8 INCH IN 12 FEET; 1/4 INCH OVER TOTAL LENGTH. WITH TRIM HAVING FLANGES NOT INTENDED FOR TAPE. 2. ALKALINITY AND ADHESION TESTING: PERFORM TE5T5 2. ALIGNMENT: RECOMMENDED BY MANUFACTURER. PROCEED WITH INSTALLATION B. BITUMINOUS PAINT: GOLD-APPLIED ASPHALT-MASTIC PAINT A. WHERE SURFACES ABUT IN LINE, LIMIT OFFSET FROM TRUE D. GYPSUM BOARD FINISH LEVELS: FINISH PANELS TO LEVELS INDICATED ONLY AFTER SUBSTRATES PA55 TESTING. o COMPLYING WITH SSPG-PAINT 12 REQUIREMENTS EXCEPT CONTAINING ALIGNMENT TO 1/16 INCH. BELOW AND ACCORDING TO ASTM G 540: 3. MOISTURE TESTING: N t NO ASBESTOS, FORMULATED FOR 30-MIL THICKNESS PER GOAT. B. WHERE SURFACES MEET AT CORNERS, LIMIT OFFSET FROM TRUE ALIGNMENT TO 1/32 INCH. 1. LEVEL 1: CEILING PLENUM AREAS, CONGEALED AREAS, AND WHERE a. PERFORM ANHYDROUS CALCIUM CHLORIDE TEST, ASTM F 1868. to 2.7 FABRICATION 3. DIAGONAL MEASUREMENTS: LIMIT DIFFERENCE BETWEEN DIAGONAL INDICATED. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES HAVE '3 _ ^ ;-o v N ¢ MEASUREMENT TO 1/8 INCH. 2. LEVEL 4: AT B.O.H. UNLESS OTHERWISE INDICATED. MAXIMUM MOISTURE-VAPOR- EMISSION RATE OF 3 LB OF !o A. FORM ALUMINUM SHAPES BEFORE FINISHING. A. PRIMER AND ITS APPLICATION TO SURFAES ARE SPECIFIED IN WATER/1000 50. FT. IN 24 HOURS. 0 CW to DIVISION g - FINISHES OTHER DIVISION 09 SECTIONS. b. PERFORM TESTS RECOMMENDED BY MANUFACTURER. Y B. WELD IN CONGEALED LOCATIONS TO GREATEST EXTENT POSSIBLE TO SECTION Og250 - GYPSUM BOARD 3. LEVEL 5: SALES AREA $ ALL PANELS EXPOSED TO VIEW. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS N MINIMIZE DISTORTION OR DISCOLORATION OF FINISH. REMOVE WELD A. PRIMER AND ITS APPLICATION TO SURFACES ARE SPECIFIED IN TESTING. x SPATTER AND WELDING OXIDES FROM EXPOSED SURFACES BY DIVISION 1, GENERAL REQUIREMENT5, ARE HEREBY MADE A PART OF THIS OTHER DIVISION Og SECTIONS. c. REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT I= DESGALING OR GRINDING. SECTION AS IF FULLY REPEATED HEREIN. 3.5 PROTECTION ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, to AX, OIL, OR SILICONE, USING MECHANICAL METHODS !3 W G. FRAMING MEMBERS, GENERAL: FABRICATE COMPONENTS THAT, WHEN PART 1 - GENERAL A. PROTECT INSTALLED PRODUCTS FROM DAMAGE FROM WEATHER, RECOMMENDED BY MANUFACTURER. DO NOT USE SOLVENTS. Ia ASSEMBLED, HAVE THE FOLLOWING CHARACTERISTICS: CONDENSATION, DIRECT SUNLIGHT, CONSTRUCTION, AND OTHER d. USE TROWELABLE LEVELING AND PATCHING COMPOUND TO FILL i 0 1.1 QUALITY ASSURANCE CAUSES DURING REMAINDER OF THE CONSTRUCTION PERIOD. GRAGKS, HOLES, AND DEPRE551ON5 IN SUBSTRATES. o H 1. PROFILES THAT ARE SHARP, STRAIGHT, AND FREE OF DEFECTS OR e. MOVE RESILIENT PRODUCTS AND INSTALLATION MATERIALS to DD EFORMATIONS. A. FIRE-RESISTANCE-RATEASSEMBLIES: FOR FIRE-RESISTANCE-RATED B. REMOVE AND REPLACE PANELS THAT ARE WET, MOISTURE DAMAGED, INTO SPACES WHERE THEY WILL BE INSTALLED AT LEAST 45 ;� Q 2. ACCURATELY FITTED JOINTS WITH ENDS COPED OR MITERED. ASSEMBLIES, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO AND MOLD DAMAGED. HOURS IN ADVANCE OF INSTALLATION. i ic totoQ 3. PHYSICAL AND THERMAL ISOLATION OF GLAZING FROM FRAMING THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E 11g 1. DO NOT INSTALL RESILIENT PRODUCTS UNTIL THEY ARE MEMBERS. BY AN INDEPENDENT TESTING AGENCY. 1. INDICATIONS THAT PANELS ARE WET OR MOISTURE DAMAGED SAME TEMPERATURE A5 SPACE WHERE THEY ARE TO BE r p 4. ACCOMMODATIONS FOR THERMAL AND MECHANICAL MOVEMENTS INCLUDE, BUT ARE NOT LIMITED TO, DISCOLORATION, SAGGING, OR INSTALLED. OF GLAZING AND FRAMING TO MAINTAIN REQUIRED GLAZING EDGE PART 2 - PRODUCTS IRREGULAR SHAPE. f. SWEEP AND VACUUM GLEAN SUBSTRATES TO BE COVERED BY CLEARANCES. 2. INDICATIONS THAT PANELS ARE MOLD DAMAGED INCLUDE, BUT ARE RESILIENT PRODUCTS IMMEDIATELY BEFORE INSTALLATION. '3 5. FASTENERS, ANCHORS, AND CONNECTION DEVICES THAT ARE 2.1 MATERIALS NOT LIMITED TO, FUZZY OR SPLOTCHY SURFACE CONTAMINATION AND AFTER GLEANING, EXAMINE SUBSTRATES FOR MOISTURE, o CONGEALED FROM VIEW TO GREATEST EXTENT POSSIBLE. DISCOLORATION. ALKALINE SALTS, CARBONATION, AND DUST. PROCEED WITH >D A. GYPSUM BOARD: INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE ; D. DOOR FRAMES: REINFORCE A5 REQUIRED TO SUPPORT LOADSSECTION OqC 40: WOOD FLOORING BEEN CORRECTED. 'a a a a a a IMPOSED BY DOOR OPERATION AND FOR INSTALLING HARDWARE. B. FIBER GYPSUM WALLBOARD PANELS: FIBER-REINFORCED GYPSUM DIVISION 1, GENERAL REQUIREMENTS, ARE HEREBY MADE A PART OF THIS r BOARD. GYPSUM, AND PERLITE GORE- HEAVIER AND MORE DURABLE SECTION AS IF FULLY REPEATED HEREIN. 3.2 INSTALLATION to o 1. AT INTERIOR DOORS, PROVIDE SILENCERS AT 5TOP5 TO PREVENT THAN CONVENTIONAL GYPSUM BOARD WITH A DENSE, HARD SURFACE " • METAL-TO-METAL CONTACT. INSTALL THREE SILENCERS ON STRIKE LESS PRONE TO MOLD GROWTH. 5/8"-THICK MATERIAL CAN SPAN 24", PART 1 - GENERAL A. MATCH TILES FOR COLOR AND PATTERN BY SELECTING TILES FROMto y`b JAMB OF SINGLE-DOOR FRAMES AND TWO SILENCERS ON HEAD OF HAS TO BE GUT OR SCORED ON BOTH SIDES CARTONS IN THE SAME SEQUENCE AS MANUFACTURED AND PACKAGED, IFto iE a _ FRAMES FOR PAIRS OF DOORS. 50 NUMBERED. DISCARD BROKEN, CRACKED, CHIPPED, OR DEFORMED Fye; 1.1 PROJECT CONDITIONS 1. THICKNESS: 5/5" TILES. E. DOORS: REINFORCE DOORS AS REQUIRED FOR INSTALLING 2. FIRE RESISTANCE: 5/8" PANELS EQUIVALENT TO TYPE X, ASTM E11g, ^" A. MAINTAIN TEMPERATURES WITHIN RANGE RECOMMENDED BY , HARDWARE. AND GAN/ULC-5101, WITH GLASS 1 FLAME SPREAD, SMOKE B. SCRIBE, GUT, AND FIT TILES TO BUTT NEATLY AND TIGHTLY TO VERTICAL MANUFACTURER, BUT NOT LESS THAN 70 DEG F OR MORE THAN g5 DEG F. r�a. � s DEVELOPMENT, AND FUEL CONTRIBUTION IN ACCORDANCE WITH ASTM 5URFAGES AND PERMANENT FIXTURES INCLUDING BUILT-IN FURNITURE, s3 ?, '�T 9 F. HARDWARE INSTALLATION: FACTORY INSTALL HARDWARE TO THE E54 AND GAN/ULC-5102CABINETS, PIPES, OUTLETS, EDGINGS, DOOR FRAMES, THRESHOLDS, AND B. CLOSE 5PAGE5 TO TRAFFIC DURING FLOOR COVERING INSTALLATION GREATEST EXTENT POSSIBLE. GUT, DRILL, AND TAP FOR 3. MOISTURE TOLERANCE: AFTER WETTING, REGAINS ORIGINAL AND 48 HOURS POST INSTALLATION. USE MA5ONITE TO PROTECT FLOORS NOSINGS. EXTEND TILES INTO TOE SPACES, DOOR REVEALS, CLOSETS, is to FACTORY-INSTALLED HARDWARE BEFORE APPLYING FINISHES. STRENGTH UPON DRYINGAFTER INSTALLATION UP TO PUNCH. AND SIMILAR OPENINGS. 4. GYPSUM BOARD IN ALL WET AREAS, INCLUDING TOILET ROOMS, ;o G. AFTER FABRICATION, CLEARLY MARK COMPONENTS TO IDENTIFY STAFF SINK AREA, WATER FEATURE $ MOP SINK AREA SHALL BE G. INSTALL RESILIENT PRODUCTS AFTER OTHER FINISHING OPERATIONS, G. ADHERE TILES TO FLOORING SUBSTRATES USING A FULL SPREAD OFim o THEIR LOCATIONS IN PROJECT ACCORDING TO SHOP DRAWINGS. MOISTURE WATER RE515TANT GRADE. INCLUDING PAINTING, HAVE BEEN COMPLETED. ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT o o 2.5 ALUMINUM FINISHES 2.2 RELATED MATERIALS 1.2 EXTRA MATERIALS JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS, AND OTHER -0 ;N SURFACE IMPERFECTIONS. A. DOLOR ANODIC FINISH: AAMA 611, GLASS I. A. JOINT COMPOUND: A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS D. PERFORM THE FOLLOWING OPERATIONS IMMEDIATELY AFTER il INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR ;o 1. COLOR: AS INDICATED ON FINISH SCHEDULE. 1. DRY MIX: LIME COMPOUND; ALL-PURPOSE JOINT AND TEXTURING STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. COMPLETING RESILIENT PRODUCT INSTALLATION: im COMPOUND CONTAINING INERT FILLERS AND NATURAL BINDERS o ;r PART 3 - EXECUTION 2. ALL-PURPOSE, PREMIXED 1. FLOOR TILE: FURNISH 1 BOX OF EACH TYPE, COLOR, AND PATTERN 1. REMOVE ADHESIVE AND OTHER BLEMISHES FROM EXPOSED to to OF FLOOR TILE INSTALLED. SURFACES. 3.1 INSTALLATION B. DRYWALL 5TOP5 2. SWEEP AND VACUUM SURFACES THOROUGHLY. :o PART 2 - PRODUCTS 3. DAMP-MOP 5URFAGES TO REMOVE MARKS AND SOIL. ; ;Z A. GENERAL: G. JOINT TAPE PAPER a. DO NOT WASH SURFACES UNTIL AFTER TIME PERIOD o 2.1 MATERIALS RECOMMENDED BY MANUFACTURER. r 1. FIT JOINTS TO PRODUCE HAIRLINE JOINTS FREE OF BURRS AND PART 3 - EXECUTION ic DISTORTION. A. SOLID WOOD: E. PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS, ;U 2. RIGIDLY SECURE NON MOVEMENT JOINTS. 3.1 APPLYING AND FINISHING PANELS, GENERAL AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS AND PLACEMENT 3. INSTALL ANCHORS WITH SEPARATORS AND ISOLATORS TO PREVENT OF EQUIPMENT AND FIXTURES DURING REMAINDER OF CONSTRUCTION , 1. NEW WOOD METAL CORROSION AND ELECTROLYTIC DETERIORATION. A. COMPLY WITH ASTM G 540. 2. SALVAGED WOOD: PERIOD. 4. SEAL JOINTS WATERTIGHT, UNLESS OTHERWISE INDICATED. a. SMARTWOOD- OR SCS -CERTIFIED it B. EXAMINE PANELS BEFORE INSTALLATION. REJECT PANELS THAT ARE b. LOCAL SOURCES: NATIVE OR HORTICULTURAL SPECIES FROM SECTION Og310 - TILE WORK 0) B. METAL PROTECTION: WET, MOISTURE DAMAGED, AND MOLD DAMAGED. 51TE CLEARING, WINDFALL, ETC. DIVISION 1, GENERAL REQUIREMENTS, ARE HEREBY MADE A PART OF THIS 1. WHERE ALUMINUM WILL CONTACT DISSIMILAR METALS, PROTECT G. ISOLATE PERIMETER OF GYPSUM BOARD APPLIED TO B. LAMINATED, TONGUE-AND-GROOVE, PREFINISHED FLOORING: 1/8" FAGS SECTION AS IF FULLY REPEATED HEREIN. O �- O n AGAINST GALVANIC ACTION BY PAINTING CONTACT SURFACES WITH NON-LOAD-BEARING PARTITIONS AT STRUCTURAL ABUTMENTS, EXCEPT < tp VENEER MAY BE REFINISHED UP TO TWO TIMES, LAMINATED TO A SOFT PRIMER OR BY APPLYING SEALANT OR TAPE OR INSTALLING FLOORS. PROVIDE 1/4- TO 1/2 INCH WIDE SPACES AT THESE WOOD, PLYWOOD, OR PARTICLEBOARD SUBSTRATE PART 2 - PRODUCTS NONCONDUCTIVE SPACERS AS RECOMMENDED BY MANUFACTURER LOCATIONS, AND TRIM EDGES WITH EDGE TRIM WHERE EDGES OF v FOR THIS PURPOSE. PANELS ARE EXPOSED. SEAL JOINTS BETWEEN EDGES AND ABUTTING 1. VENEERS: 1/8" WOOD, ABLE TO BE REFINISHED A MINIMUM OF TWO 2.1 MATERIALS N >. 2. WHERE ALUMINUM WILL CONTACT CONCRETE OR MASONRY, STRUCTURAL SURFAGE5 WITH ACOUSTICAL SEALANT. TIMES il ,' d) PROTECT AGAINST CORROSION BY PAINTING CONTACT 5URFAGES 2. SUBSTRATE: SOFT WOOD; PLYWOOD, PARTICLEBOARD, OR MDF A. SLATE TILE � . WITH BITUMINOUS PAINT. 3.2 APPLYING INTERIOR GYPSUM BOARDto 3. FOAM UNDERLAYMENT: 1/8"-THICK FOAM UNDERLAYMENT PROVIDED BY THE MANUFACTURER B. GERAMIG TILEim G. INSTALL COMPONENTS TO DRAIN WATER PASSING JOINTS, A. INSTALL INTERIOR GYPSUM BOARD IN THE FOLLOWING LOCATIONS: t 4. ADHESIVE: WATER-BASED G. GLA55-BONDED CERAMIC TILE CONDENSATION OCCURRING WITHIN FRAMING MEMBERS, AND o to MOISTURE MIGRATING WITHIN THE SYSTEM TO EXTERIOR. 1. TYPE X: VERTICAL SURFACES, UNLESS OTHERWISE INDICATED. G. BAMBOO: LAMINATED, TONGUE-AND-GROOVE PLANK FLOORING: 2. FLEXIBLE TYPE: AS INDICATED ON DRAWINGS. D. PORCELAIN TILE io i. D. SET CONTINUOUS SILL MEMBERS AND FLASHING IN FULL SEALANT BED 3. CEILING TYPE: AS INDICATED ON DRAWINGS. 1. 5/8" TO 3/4" THICK, 2- OR 3-PLY, FLAT GRAIN WITH HORIZONTAL o A5 SPECIFIED IN DIVISION 07 SECTION "JOINT SEALANTS" AND TO LAMINATIONS E. QUARRY TILE 'w PRODUCE WEATHERTIGHT INSTALLATION. 3.3 INSTALLING TRIM ACCESSORIES a 1841 p TO LLL I /cm 2. 1/2" THICK, VERTICAL LAMINATIONS F. GEMENT MORTAR: WG FOR DD 11 ;N E. INSTALL COMPONENTS PLUMB AND TRUE IN ALIGNMENT WITH A. GENERAL: FOR TRIM WITH BACK FLANGES INTENDED FOR D. SUBSTRATE: ;N IS W FOR CO W/OWl� ESTABLISHED LINES AND GRADES, WITHOUT WARP OR RACK. FASTENERS, ATTACH TO FRAMING WITH SAME FASTENERS USED FOR 1. DRY-SET MORTAR PANELS. OTHERWISE, ATTACH TRIM ACCORDING TO MANUFACTURER'S 1. PARTICLEBOARD OR MDF 2. LATEX-PORTLAND GEMENT MORTAR 'to ; Is�btFG FOR FWIl �/rt F. INSTALL GLAZING AS SPECIFIED IN DIVISION OS SECTION "GLAZING." WRITTEN INSTRUCTIONS. 2. DIAGONAL SOLID-WOOD SHEATHING 3. THIN-SET MORTAR N io is 3. CONCRETE OR GYPGRETE, WITH FOAM UNDERLAYMENT G. TILE ADHESIVE: WATER-BASED, (MAXIMUM 44 GRAMS/LITER) G. ENTRANCES: INSTALL TO PRODUCE SMOOTH OPERATION AND TIGHT B. CONTROL JOINTS: INSTALL CONTROL JOINTS AT LOCATIONSto ;o FIT AT CONTACT POINTS. INDICATED ON DRAWINGS. ADHESIVES: WATER-BASED H. GROUT: GEMENT-BASED, PETROLEUM- AND PLASTIC-FREE GROUT to to 1. FIELD-INSTALLED HARDWARE: INSTALL SURFACE-MOUNTED 3.4 FINISHING GYPSUM BOARD `~ N't�' PART 3 - EXECUTION J. SEALANTS Dae I3 HARDWARE ACCORDING TO HARDWARE MANUFACTURERS' WRITTEN yet 2014 INSTRUCTIONS USING CONGEALED FASTENERS TO GREATEST EXTENT A. GENERAL: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE 3.1 PREPARATION Dram POSSIBLE. TRIM, CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFACE 1. SINGLE-COMPONENT POLYURETHANE SEALANT C udwd COL/ TD tu DEFECTS, AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM A. PREPARE SUBSTRATES ACGORDINC7 TO MANUFACTURER'S WRITTEN 2. TWO-COMPONENT POLYURETHANE SEALANT i¢ I� Job Nmbin 4969®AC13 H. INSTALL PERIMETER JOINT SEALANTS AS SPECIFIED IN DIVISION 07 BOARDSURFACES FOR DECORATION. PROMPTLY REMOVE RESIDUAL RECOMMENDATIONS TO ENSURE ADHESION OF RESILIENT PRODUCTS. SECTION "JOINT SEALANTS" AND TO PRODUCE WEATHERTIGHT JOINT COMPOUND FROM ADJACENT SURFACES. UrBWing: INSTALLATION. `s m so ;O I V T Q. 4 0 PART 3 - EXECUTION PART 2 - PRODUGTS 2. PAINT: SEMI-GLOSS AND OL055 D. PHYSICAL CHARAGTERISTIG5: (DIMENSIONS ARE APPROXIMATE) B. OIL-BASED PAINT: MAXIMUM 10016 AROMATIC, HYDROGARB0N5 3.1 PREPARATION 2.1 MATERIALS CONTENT. FOR INCREASED RE5I5TANGE TO YELLOWING, 5PEGIFY HIGH 1. STANDARD DIMENSIONS: A. EXPANKO REZTEG RUBBER FLOORING. QUALITY, 5OY-BA5ED OIL PAINTS. :U A. REMOVE GOATING5, INGLUDING GURING COMPOUNDS AND OTHER B. MANUFACTURER: I- SU55TANGE5 THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, THAT ARE a. ROLLS: 48" WIDE EXPANKKO, INC. G. EPDXY: WATERBORNE EPDXY - EXTREMELY DURABLE, SUITABLE FOR b. TILE: 24" X 24" o o INCOMPATIBLE WITH TILE-SETTING MATERIALS. 112q WE5T LINCOLN HWY FLOORS. BR . FILL CAGK5, HOLES, AND DEPRESSIONS WITH TROWELABLE LEVELING G. EXLOG INTERLOCKING TILE: 34.5" X 34.5" GOATE5VILLE, PA 18320 D. TRANSPARENT FINISHES: PIGMENTS PROVIDE 50ME UV PROTECTION. ¢_ N AND PATCHING COMPOUND AC GORDIN& TO TILE-SETTING MATERIAL PHONE: (500) 345-6202 FAX: (610) 380-0302 WWW.EXPANKO.GOM 1. POLYURETHANE, WATER-BASED U MANUFACTURER'S WRITTEN IN5TRUGTION5. 2. STANDARD THICKNESS: G. PRODUGT DESCRIPTION: EXPANKO REZTEG FLOORING 15 MADE FROM A 2. PENETRATING OIL: OIL-BA5ED, WATER-REDUGIBLE EXTERIOR FINISH = oma G. REMOVE PROTRUSIONS, BUMPS, AND RIDGES BY SANDING OR ROLLS: 4 MM, 6 MM, 8MM, q.5 MM BLEND OF REGYGLED TIRES, P05T INDUSTRIAL WASTE RUBBER VIRGIN 3. NATURAL PLANT-BASED OILS AND WAXES: EX71:ZAGT5 FROM PLANTS ;3 ` O N Q GRINDING. TILE: 4 MM, 6 MM, 8MM, q.5 MM RUBBER. AND MINIMALLY PROCESSED EARTH MINERALS, 5UGH A5 CHALK OR EXLOC INTERLOCKING TILE: 5 MM, q.5 MM D. BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS, USE FACTORY D. PHY5IGAL CHARACTERISTICS: (DIMENSIONS ARE APPROXIMATE) IRON OXIDE, FREE FROM PETROLEUM DISTILLATES. SOLVENTS INCLUDE :3 t BLENDED TILE OR BLEND TILES AT PROJECT SITE BEFORE INSTALLING. 1. STANDARD DIMENSIONS: GITRU5 OILS AND SMALL AMOUNTS OF LOW- ODOR PETROLEUM Y 3. DENSITY: MATERIAL DENSITY SHALL EXCEED 75 LBS/GUBIG FOOT a. ROLLS: 48" WIDE SOLVENTS (DE-AROMATIZED 150PARAFFINIG5). €a ;x 3.2 INSTALLATION, GENERAL b. TILE: 24" X 24" POLYMERIZED LINSEED OIL: INTERIOR USE PART 3 - EXECUTION G. EXLOC INTERLOGKING TILE: 34.5" X 34.5" POLYMERIZED TUNG OIL: INTERIOR USE. :1 3 A. AN51 TILE INSTALLATION STANDARDS: GOMPLY WITH PARTS OF AN5I 2. STANDARD 7HIGKNE55: E. PAINT STRIPPERS - SHALL NOT CONTAIN METHYLENE CHLORIDE. 3 A105 SERIES "5PECIFIGATION5 FOR INSTALLATION OF CERAMIC TILE" 3.1 PREPARATION ROLLS: 4 MM, 6 MM, 5 MM, q.5 MM AVOID PRODUGT5 GONTAINING METHANOL AND TRICHLOROETHANE. to THAT APPLY TO TYPES OF 5ETTING AND GROUTING MATERIALS AND TO TILE: 4 MM, 6 MM, 5 MM, q.5 MM F. PIGMEN75: I, METHODS INDICATED IN CERAMIC, TILE INSTALLATION SCHEDULES. A. REMOVE COATINGS, to INGLUDING GURING COMPOUNDS AND OTHER EXLOC INTERLOCKING TILE: 5 MM, q.5 MM 1. GLAY- AND MINERAL-BASED PIGMENTS: `.0 tl SUBSTANCES THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, THAT ARE t 0 ~ B. TGA INSTALLATION GUIDELINES: TCAS HANDBOOK FOR CERAMIC, TILE 3. DENSITY: MATERIAL DENSITY SHALL EXCEED 75 LB5/GUBIG FOOT a. NATIVE EARTHS: OCHRE, RAW UMBER, RAW SIENNA INCOMPATIBLE WITH TILE-5E7TING MATERIALS. INSTALLATION." COMPLY WITH TGA INSTALLATION METHODS INDICATED IN b. GALCINED EARTHS: BURNT UMBER, BURNT 51ENNA a Q Q CERAMIG TILE INSTALLATION SCHEDULES. B. FILL CRACKS, HOLES, AND DEPRESSIONS WITH TROWELABLE LEVELING PART 3 - EXECUTION G. IRON OXIDES: MARS BLAGK, MARS YELLOW, MARS VIOLET U AND PATGHING COMPOUND AGCORDING TO TILE-SETTING MATERIAL G. EXTEND TILE WORK INTO REGE55E5 AND UNDER OR BEHIND EQUIPMENT 2. CONVENTIONAL PI6MEN75: AVOID OR MINIMIZE BY AVOIDING O MANUFACTURERS WRITTEN IN5TRUGTION5. AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, 3.01 5UB-FLOOR PREPARATION HEAVILY TINTED PAINTS. PIGMENTS USED IN CONVENTIONAL PAINTS UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT G. REMOVE PROTRUSIONS, BUMPS, AND RIDGES BY SANDING OR GRINDING. CONTAIN THE FOLLOWING TOXIC, COMPOUNDS: to OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN D. BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS, USE FACTORY A. PREPARE SUB-FLOOR ACCORDING TO MANUFACTURERS' a. WHITE: ANTIMONY OXIDE, RUTILE TITANIUM DIOXIDE OR JOINT ALIGNMENTS. BLENDED TILE OR BLEND TILES AT PROJECT SITE BEFORE INSTALLING. RECOMMENDATIONS. b. YELLOW-ORANGE-RED: CADMIUM, GADMIUM LITHOPONE, �3 D. ACGURATELY FORM INTERSECTIONS AND RETURNS. PERFORM GUTTING B. CONDUCT CALCIUM GHLORIDE MOISTURE TE575 ACCORDING TO GHROME YELLOW, MOLYBDATE ORANGE, STRONTIUM CHROMATE, C C C AND RI INC OF 3.2 INSTALLATION, GENERAL R D LL TILE WITHOUT MARRING VISIBLE SURFACES. GRIND MANUFACTURERS RECOMMENDATIONS. ZING CHROMATE GUT EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS. FIT TILE G. 5U5-FLOOR MOISTURE EMISSIONS LEVEL SHALL BE LE55 THAN 3 G. BLUE: PHTHALOGYANINE BLUE CLOSELY TO ELECTRI GAL OUTLETS, PIPING, FIXTURES, AND OTHER A. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A108 LB5./1000FT/24 HRS FOR GLUE DOWN APPLICATIONS. d. GREEN: CHROME GREEN, CHROMIUM OXIDE, HYDRATED t a a a a a a PENETRATIONS 50 PLATES, COLLARS, OR GOVER5 OVERLAP TILE. SERIES "SPEGIFIGATIONS FOR INSTALLATION OF CERAMIC TILE" THAT D. PROVIDE DETAILED SUB-FLOOR PREPARATION GUIDELINES TO TH05E GHROMIUM OXIDE, PHTHALOCYANINE GREEN E. JOINTING PATTERN: LAY TILE IN GRID PATTERN, UNLESS OTHERWISE APPLY TO TYPES OF 5E77IN6 AND GROUTING MATERIALS AND TO RESPONSIBLE FOR SUB-FLOOR PREPARATION (DOGUMENT ID:010 e. BIOCIDES: MAXIMUM 0.025010 ALLOWED `o INDICATED. ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR, BASE, METHODS INDICATED IN CERAMIC, TILE INSTALLATION SGHEDULE5. PREINSTALLATION GUIDELINES). B. TGA INSTALLATION GUIDELINES: TCA'5 "HANDBOOK FOR GERAMIG TILE :0 WALLS, AND TRIM ARE SAME SIZE. LAY OUT TILE WORK AND GENTER TILE PART 3 - EXECUTION ' . FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EAGH WALL AREA. INSTALLATION." COMPLY WITH TGA INSTALLATION METHODS INDICATED IN 3.02 APPLICATION GERAMIG TILE INSTALLATION DSCHEDULES. ADJUST TO MINIMIZE TILE GUTTING. PROVIDE UNIFORM JOINT WIDTHS, 3.1 EXAMINATION AND PREPARATION G. EXTEND TILE WORK INTO REGE55E5 AND UNDER OR BEHIND EQUIPMENT `� UNLESS OTHERWISE INDICATEDDE DETAILED MANUFACTUiRER5' INSTALLATION IN5TRUGTION5 TO AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, F. EXPANSION JOINTS: LOCATE EXPANSION JOINTS AND OTHER SEALANT- FLOOR INSTALLER. A. TE57 EXISTING FINISHES FOR LEAD BEFORE SANDING, SCRAPING, OR UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT ® FILLED JOINTS DURING INSTALLATION OF SETTING MATERIALS, MORTAR B. MAINTAIN 5UB-FLOOR TEMPERATURE FOR A ' -72 HOURS PRIOR, DURING AND REMOVING. IF LEAD I5 PRESENT, CONFORM TO PROCEDURES •• 'C BEDS, AND TILE. DO NOT SAW-GUT JOINTS AFTER INSTALLING TILES. OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN OR -72 HOURS AFTER INSTALLATION BETWEEN 65°F AND 75°F. APPLICABLE WHEN HAZARDOUS OR CONTAMINATED MATERIALS ARE kj� G. GROUT TILE TO COMPLY WITH REQUIREMENTS OF ANSI A105.10, UNLESS JOINT ALIGNMENTS. G. CONDITIONS IN AREA OF INSTALLATION MUST BE MAINTAINED FOR -72 DISCOVERED. a D. ACCURATELY FORM INTERSEGTION5 AND RETURNS. PERFORM GUTTING OTHERWISE INDICATED. HOURS PRIOR, DURING AND -12 HOURS AFTER INSTALLATION BETWEEN 65°F B. SUBSTRATE: INSTALL PARTIGLEBOARrD, OR STRAW PARTICLEBOARD. to H. FOR INSTALLATIONS INDICATED BELOW, FOLLOW PROGEDURES IN AN51 AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. GRIND GUT AND '15°F WITH RELATIVE HUMIDITY BETWEEN 45016 AND 65016. A105 SERIES TILE INSTALLATION STANDARDS FOR PROVIDING q5 EDGES OF TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS. FIT TILE D. INSTALL REZTEG FLOORING MATERIAL ACCORDING TO MANUFAGTURERS' 3.2 APPLICATION PERCENT MORTAR GOVERAGE. GL05ELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER INSTRUCTIONS. `° PENETRATIONS 50 PLATES, GOLLAR5, OR COVERS OVERLAP TILE. t I. INSTALL TILE ON FLOORS WITH 1/4 GROUT JOINT. E. INSTALL ROLL GOODS AND TILES IN AN ASHLAR OR STAGGERED JOINT A. LOW-BIOGIDE PAINT: REDUCED SHELF LIFE. PRODUCTS SHOULD BE J. METAL EDGE STRIPS: INSTALL AT LOCATIONS INDICATED OR WHERE E. JOINTING PATTERN: LAY TILE IN GRID PATTERN, UNLESS OTHERWISE PATTERN. EX-LOG INTERLOGKING TILE SHALL BE INSTALLED WITH ALL CAREFULLY EVALUATED FOR SPOILAGE BEFORE APPLYING. COMPLY `° EXPOSED EDGE OF TILE FLOORING MEETS CARPET, WOOD, OR OTHER INDICATED. ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR, BASE, WALLS, JOINTS ALIGNED. WITH MANUFACTURER'S RECOMMENDATIONS FOR STORAGE AND €N ;0 FLOORING THAT FINISHES FLUSH WITH TOP OF TILE. AND TRIM ARE SAME SIZE. LAY OUT TILE WORK AND CENTER TILE FIELDS IN F. INSTALL ROLL GOODS AND TILES USING ONLY THOSE ADHESIVES, SEALERS APPLIGATION. BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL AREA. ADJUST TO AND FLOOR PREPARATION MATERIALS RECOMMENDED BY THE B. NATURAL PLANT- AND MINERAL-BASED FINISHES: PRODUCTS MAY cl 3.3 FLOOR TILE INSTALLATION SCHEDULE MINIMIZE TILE GUTTING. PROVIDE UNIFORM JOINT WIDTHS, UNLE55 MANUFACTURER. NOT PERFORM OR BEHAVE THE SAME AS CONVENTIONAL PAINTS. OTHERWISE INDICATED. G. INSTALL EXLOC INTERLOCKING TILES WITHOUT ADHESIVE, USING SEALERS COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR A. INTERIOR FLOOR INSTALLATION ON CONCRETE; THIN-SET MORTAR; TGA F. EXPANSION JOINTS: LOCATE EXPANSION JOINTS AND OTHER SEALANT- AND FLOOR PREPARATION MATERIALS REGOMMENDED BY THE APPLIGATION. F113. FILLED JOINTS DURING INSTALLATION OF SETTING MATERIALS, MORTAR MANUFAGTURER. G. MILK-BASED PAINT (GASEIN): AVAILABLE IN POWDERED FORM; ADD BEDS, AND TILE. DO NOT SAW-GUT JOINTS AFTER INSTALLING TILES. H. ROLL GOODS AND TILE SHALL BE ROLLED WITH A 3 SECTION, 100 LB WATER AND STIR WELL. TRANSPARENCY IS CONTROLLED BY AMOUNT � 1. THIN-SET MORTAR: LATEX- PORTLAND GEMENT MORTAR. G. GROUT TILE TO COMPLY WITH REQUIREMENTS OF ANSI A108.10, UNLESS ROLLER 3 TIMES AFTER INSTALLATION. OF WATER. IN POWDER FORM IT HAS AN INDEFINITE SHELF LIFE. AFTER `to o 2. GROUT: POLYMER-MODIFIED UNSANDED GROUT. OTHERWISE INDICATED. MIXING, DO NOT KEEP BEYOND REGOMMENDED SHELF LIFE (TO AVOID Z H. FOR INSTALLATIONS INDIGATED BELOW, FOLLOW PROGEDURE5 IN ANSIr 3.03 GURING, GLEANING AND PROTECTION SPOILAGE). � SECTION 011650 - RESILIENT FLOORING A108 SERIES TILE INSTALLATION STANDARDS FOR PROVIDING q5 PERCENT D. PAINT STRIPPERS: COMPOUNDS THAT DO NOT CONTAIN METHYLENE MORTAR GOVERAGE. A. AFTER INSTALLATION, THE FLOOR WILL REQUIRE A MINIMUM OF 24 HOURS CHLORIDE TEND TO BE SLOWER-ACTING THAN CONVENTIONAL PAINT Ic lu DIVISION 1, GENERAL REQUIREMENTS, ARE HEREBY MADE A PART OF THIS I. INSTALL TILE ON FLOORS WITH 1/4 GROUT JOINT. TO SET. DO NOT FINISH OR GLEAN FLOOR DURING THI5 PERIOD. AFTER 24 STRIPPERS AND MAY TAKE FROM ONE HOUR TO OVERNIGHT TO SEGTION AS IF FULLY REPEATED HEREIN. J. METAL EDGE STRIPS: INSTALL AT LOCATIONS INDIGATED OR WHERE HOURS, THE FLOOR SHALL BE MAINTAINED ACGORDING TO MANUFACTURES WORK. COMPLY WITH MANUFAGTURER'S RECOMMENDATIONS FOR EXPOSED EDGE OF TILE FLOORING MEETS CARPET, WOOD, OR OTHER POST INSTALLATION MAINTENANCE INSTRUCTIONS. WHERE REQUIRED, FLOOR APPLICATION. V � PART 1 - GENERAL FLOORING THAT FINISHES FLUSH WITH TOP OF TILE. 15 TO BE SEALED WITH THE MANUFACTURES RECOMMENDED FLOOR SEALER. E. HEAT GUNS: DO NOT USE WITH LEAD-BA5ED PAINTS. ' B. ONLY LIGHT FOOT TRAFFIC 15 PERMITTED ON FLOOR FOR 24 HOURS V 1.1 PROJECT CONDITIONS 3.3 FLOOR TILE INSTALLATION 5GHEDULE AFTER INSTALLATION. DO NOT USE ROLLING CARTS, LADDERS OR ANY 3.3 INDOOR AIR QUALITY zc Z OTHER OBJECT ON THE FLOOR THAT CAN CAUSE DAMAGE. EO A. MAINTAIN TEMPERATURES WITHIN RANGE RECOMMENDED BY A. INTERIOR FLOOR INSTALLATION ON GONCRETE; THIN-SET MORTAR; TGA G. PROTEGT THE FLOOR AGAINST SCRATCHING AND GOUGING WITH MATERIAL A. WEAR PR07EGTIVE CLOTHING AND RESPIRATORS WHEN APPLYING r 0 N tl MANUFACTURER, BUT NOT LESS THAN -70 DEG F OR MORE THAN q5 DEG F113. (REINFORGED PAPER, MASONITE ETC,.) SUITED TO THE TYPE OF TRAFFIC, IT OIL-BASED PAINTS OR USING SPRAY EQUIPMENT WITH ANY PAINTS. F. 1. 7HIN-5E7 MORTAR: LATEX- PORTLAND GEMENT MORTAR. WILL BE SUBMITTED TO DURING THE COMPLETION OF CONSTRUCTION. B. MAXIMIZE VENTILATION DURING APPLICATION AND DRYING. i`v ` B. CLOSE SPACES TO TRAFFIC DURING FLOOR COVERING INSTALLATION 2. GROUT: POLYMER-MODIFIED UNSANDED GROUT. D. AFTER COMPLETION OF CONSTRUCTION, THE FLOOR SHALL BE GLEANED G. ISOLATE AREA OF APPLICATION FROM REST OF BUILDING. SECTION Og650 - RESILIENT FLOORING r AND 48 HOURS POST INSTALLATION. ACCORDING TO MANUFACTURERS' POST INSTALLATION MAINTENANCE D. VACATE SPACE FOR AS LONG AS POSSIBLE AFTER APPLICATION. ;N Co. INSTALL RESILIENT PRODUGTS AFTER OTHER FINISHING OPERATIONS, DIVISION 1, GENERAL REQUIREMENTS, ARE HEREBY MADE A PART OF THIS T INSTRUCTIONS (DOGUMENT ID: 311). WAIT A MINIMUM OF 45 HOURS BEFORE OCGUPYING FRESHLY PAINTED INGLUDING PAINTING, HAVE BEEN COMPLETED. SECTION AS IF FULLY REPEATED HEREIN. E. PROVIDE MANUFACTURERS DETAILED POST INSTALLATION MAINTENANCE ROOMS. } INSTRUCTIONS TO THOSE RESPONSIBLE FOR POST INSTALLATION E � 1.2 EXTRA MATERIALS PART 1 - GENERAL MAINTENANCE (DOGUMENT ID: 311). O - I I :01 u It A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCHto 1.1 PROJECT CONDITIONS 5EGTION Ogg120 - PAINT `o PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTEGTIVE I o GOVERING FOR STORAGE AND IDENTIFIED WITH LABELS DE5GRIBING A. MAINTAIN TEMPERATURES WITHIN RANGE RECOMMENDED BY DIVISION 1, GENERAL REaUIREMEN75, ARE HEREBY MADE A PART OF THIS F F CONTENTS. MANUFAGTURER, BUT NOT LESS THAN -10 DEG F OR MORE THAN 195 DEG F. 5EGTION AS IF FULLY REPEATED HEREIN. B. CLO5E SPACES TO TRAFFIC, DURING FLOOR GOVERING INSTALLATION AND _ 188tEp TOLU Hl /15 1. FLOOR TILE: FURNISH 1 BOX OF EACH TYPE, COLOR, AND PATTERN 45 HOURS POST INSTALLATION. PART 1 - GENERAL Id FOR OD Kram OF FLOOR TILE INSTALLED TO REMAIN @ SITE AFTER TURNOVER `NCID WA0915 G. INSTALL RESILIENT PRODUGT5 AFTER OTHER FINISHING OPERATIONS, 1.1 SUBMITTALS PART 2 - PRODUGTS INCLUDING PAINTING, HAVE BEEN COMPLETED. 0 1841 DFoltmmR 1141110M P - A. PRODUCT DATA: 5UBMI7 A COMPLETE LI5T OF PAINT MATERIALS I N 2.1 MATERIALS 1.2 EXTRA MATERIALS PROP05ED FOR USE, TOGETHER WITH MANUFACTURER'S TECHNICAL a o INFORMATION, INGLUDING PAINT LABEL ANALYSIS, VOG CONTENT, AND :U A. EXPANKO REZTEG RUBBER FLOORING. A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS MATERIAL SAFETY DATA SHEETS (MSDS). B. MANUFACTURER: INSTALLED AND THAT ARE PAGKAGED WITH PROTEGTIVE GOVERING FOR B. SUBMIT TF-57 RESULTS CERTIFYING THAT REGYGLED PAINT DOES NOT F Scam N.T.S. EXPANKKO, INC,. STORAGE AND IDENTIFIED WITH LABELS DESGRIBING CONTENTS. CONTAIN LEAD. ubt 201 112q WEST LINCOLN HWY 1. FLOOR TILE: FURNISH 1 BOX OF EACH TYPE, GOLOR, AND PATTERN OF G. EXTRA PAINT TO REMAIN ONSITE. Date 13 GOATESVILLE, PA 18320 FLOOR TILE INSTALLED TO REMAIN @SITE AFTER TURNOVER Oram Sts M06/ SN PHONE: (800) 345-6202 FAX: (610) 380-0302 WWW.EXPANKO.GOM PART 2 - PRODUCTS Chocked p* COL/ TO Cl. PRODUCT DESCRIPTION: EXPANKO REZTEG FLOORING 15 MADE FROM t Jeb Inaba; 49 WA413 tc A BLEND OF REGYGLED TIRES, POST INDUSTRIAL WASTE RUBBER $ 2.1 MATERIALS G VIRGIN RUBBER. -j Draw tc to A. ECOSPEC EGGSHELL WATERBORNE INTERIOR PAINT 524 LATEX (ACRYLIC) EMULSION PAINT: 1. PAINT: FLAT AND EGGSHELL s U O C T 0 0 U V LEOENID KEYNOTE5 GENERAL NOTE5 Q DEMO PLAN GENERAL it EXISTING CONDITION TO REMAIN 1❑ - KEYNOTE SYMBOL A SUBMIT FOR APPROVAL SELECTIVE DEMOLITION SCHEDULE, INCLUDING SCHEDULE AND METH005 FOR GAPPING AND CONTINUING UTILITY SERVICE. REPAIR AS REQUIRED TO MAINTAIN B ALL WORK SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL OTHER LOCAL, STATE AND FEDERAL AGENCIES AND AUTHORITIES HAVING JURISDICTION. _ o REQUIRED RATINGS AND ACCEPT 1 REMOVE EXISTING FINISH FLOOR IN ITS ENTIRETY TO THE 5UBFLOOR. PATCH 8 FINAL TENANT FINISHES G OBTAIN AND PAY FOR ALL PERMITS REQUIRED TO PERFORM THE DEMOLITION WORK AS REQUIRED BY ALL AGENCIES AND AUTHORITIES HAVING JURISDICTION. m REPAIR REMAINING SUBFLOOR AS REQUIRED TO RECEIVE NEW FINISHES. D DEMOLITION CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL CITY REQUIREMENT5 FOR PROTECTION OF PERSONS, PROPERTY, TRAFFIC CONTROL, BARRIGADE5, ETC. FOR THE DURATION OF THE DEMOLITION CONTRACT. o o 0 2 REMOVE EXISTING PARTITION IN ITS ENTIRETY. PATCH AND REPAIR ALL ITEM TO BE DEMOLISHED E GOORDINATE WITH GENERAL CONTRACTOR A SCHEDULE FOR DEMOLITION OF SPECIFIC ITEMS TO CONFORM WITH 5GHEDULIN6 FOR OTHER TRADES REQUIRE TO COMPLETE OR PERFORM A DIRECTLY RELATED PORTION OF THE WORK. E REMAINING ADJACENT PARTITIONS, FLOOR AND CEILING AS REQUIRED TOy M PROVIDE LIKE NEW CONDITION. COORDINATE WITH PLAN. o o v o 3 PATCH AND REPAIR EXISTING WDEMO PLAN_HANDLING ALL TO PROVIDE LIKE NEW CONDITION. 0 o 0 4 REMOVE EXISTIN6 DOOR AND FRAME IN I75 ENTIRETY. A WHEN THE NATURE OF DEMOLITION WORK REQUIRES THEIR USE, ERECT AND MAINTAIN OU57 CHUTES FOR THE DISPOSAL OF MATERIALS, RUBBISH AND DEBRIS. E B REMOVE SALVAGE AND DEBRIS FROM THE SITE AS IT ACCUMULATES. DO NOT STORE, SELL BURN OR OTHERWISE DISPOSE OF DEBRIS ON THE SITE. REMOVE ALL MATERIALS IN SUCH MANNER A5 TO PREVENT SPILLAGE. KEEP ALL PAVEMENT AND AREAS ADJACENT TO AND t3 � Q LEADING FROM THE SITE, GLEAN AND FREE OF MUD, DIRT, AND DEBRIS AT ALL TIMES. ALL MATERIAL SHALL BE DISPOSED OF LEGALLY. `� o `" I E° G ERECT AND MAINTAIN TEMPORARY BRACING, SHORING LIGHTS, BARRICADES, WARNING 5I6N5, AND GUARD NECESSARY TO PROTECT BUILDING OCCUPANTS, AND ADJOINING TENANTS FROM INJURY, AND/OR DAMAGE, ALL IN ACCORDANCE WITH APPLICABLE RULES AND P RE6ULATION5. I 7 REMOVE ALL EXISTING D DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF 5ALVA6E VALUE HIGH ARE NOT INCLUDED ON 5GHEOULE OF SALVAGE ITEMS TO BE RETURN TO OWNER SHALL BE REVIEWED WITH OWNER AS TO WHETHER THEY CAN BE ,0 WB R GT IRGLE ONE) CEILIN65, SOFFITS AND W CONNECTIONS TO STRUCTURE ABOVE. REMOVED FROM THE PREMISES. 5TORA6E OR SALE OF ITEMS AT PROJECT 51TE 15 PROHIBITED. DEMOLISHED MATERIAL SHALL BE COMPLETELY REMOVED FROM THE SITE AND DISPOSED OF USIN6 LEGAL METHODS. tN 5 REMOVE ALL EXI5TIN6 CEILING SYSTEMS, LIGHTING, HVAC RE(5ISTERS, E DO NOT CL05E OR 055TRUCT THE MEANS OF EGRESS, CORRIDORS, OR OTHER 5PAGE5 WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE OCCUPIED AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES WITHOUT THE WRITTEN PERMISSION OF THE DUCTWORK, ELECTRICAL CONDUIT5 U.N.O. TO REMAIN ON THI5 SHEET OR THE OWNER OR AUTHORITIES HAVING JURISDIGTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES. _X ARCHITECTURAL RCP OR 5HOWN IN THE MEP DRANNIN65. F CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDAN6EREO. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS GAN BE CONTINUED PROPERLY. r 9 PROPERLY REMOVE ANY AND ALL ABANDONED ELECTRICAL WIRING FOR o TRACK LIGHT FIXTURES, CONVINCE OUTLETS, ETC. EXP05EI) OR CONGEALED IN DEMO PLAN_5EQUENCIN6 d EXECUTION ;� THE CEILING AND OR PARTITIONS. SEE SPECIFICATIONS FOR DISPOSAL A BY CAREFUL 57UDY OF THE CONTRACT DOCUMENTS, DETERMINE THE LOCATION AND EXTENT OF SELECTIVE DEMOLITION TO BE PERFORMED. BY CAREFUL STUDY OF THE CONTRACT DOCUMENTS, DETERMINE THE LOCATION AND EXTENT OF SELECTIVE t 3 METHODS. DEMOLITION TO BE PERFORMED. t o is B VISIT THE 51TE AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED PRIOR TO 5TARTIN6 THE WORK. 1) CAREFULLY IDENTIFY LIMITS OF SELECTIVE DEMOLITION. 2) MARK INTERFACE SURFACES AS REQUIRED TO ENABLE WORKMEN TO AL50 0 11 EXISTING FIRE SPRINKLERS SHALL BE RELOCATED IN ALL 3 DIMENSIONS AS IDENTIFY ITEMS TO BE REMOVED, ITEMS TO BE LEFT IN PLACE INTACT, ITEMS TO BE SALVAGED, AND ITEMS TO BE REMOVED AND SORTED FOR REGYCLIN6. DEMOLITION TO BE PERFORMED. (� REQUIRED FOR TENANT STORE U.N.O. G PREPARE AND FOLLOW ORGANIZED PLAN FOR DEMOLITION AND REMOVAL OF ITEMS. 1) SHUT OFF, GAP, AND OTHERWISE PROTECT EXI5TIN6 UTILITY LINES IN ACCORDANCE WITH THE REQUIREMENT5 OF THE PUBLIC A6ENGY OR UTILITY HAVING JURISDICTION. 2) c }- 12 REMOVE AND OR RELOCATE EX1571N6 MECHANICAL EQUIPMENT PER MEP COMPLETELY REMOVE ITEMS SCHEDULED TO BE SO DEMOLISHED AND REMOVED, LEAVING SURFACES GLEAN, SOLID, AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. IN ALL ACTIVITIES, COMPLY WITH PERTINENT REGULATIONS, GOVERNMENTAL t° DRAWINGS IA6ENCIE5 HAVING JURISDICTION DEMOLITION TO BE PERFORMED. 'o 13 REMOVE ALL FLOOR AND WALL MILLWORK FIXTURES FROM PREVIOUS TENANT D USE MEANS NECESSARY TO PREVENT DUST BEGOMIN6 A NUISANCE TO OTHER TENANTS OF THE BUILDING, THE PUBLIC, NEIGHBOURING BUILDINGS, AND TO OTHER WORK BEING PERFORMED. t tg 0 U.N.O. DEMOLITION TO BE PERFORMED. n ,c 4 I E EXECUTE DEMOLITION WORK TO ENSURE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS. DEMOLITION TO BE PERFORMED. t 0 15 EXI5TIN6 COLUMN TO REMAIN. G.G. TO PATCH AND REPAIR FIRE PROOFING A5 F IN THE EVENT OF THE DEMOLITION OF ITEMS NOT SCHEDULED TO BE DEMOLISHED, PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL C05T TO THE OWNER. r REQUIRED. DEMOLITION TO BE PERFORMED. := 16 REMOVE EXISTING STOREFRONT IN ITS ENTIRETY . DO NOT DAMAGE BASE G WHERE EXI5TIN6 CONSTRUCTION TO REMAIN IS AFFECTED BY DEMOLITION OR INSTALLATION OF NEW WORK, PATCH, REPAIR OR REPLACE THE WORK AT SURFACES WHIGH HAVE BEEN DAMAGED TO MATCH EXISTING (T.M.EJ ADJACENT CONSTRUCTION. r BUILDING UTILITIES, STRUCTURE OR MALL SOFFIT AND NEUTRAL PIERS. PATCH DEMOLITION TO BE PERFORMED. to — — — :r AND REPAIR AS REQUIRED TO MATCH EXISTING. H FINISH NEW AND EXISTING SURFACES A5 SCHEDULED. GLEAN EX1571NO SURFACES OF DIRT, 6REA5E AND L005E PAINT BEFORE REFINI5HIN6. 3 T rill 1-7 SEE D110 FOR CONSTRUCTION BARRICADE AND/OR WINDOW DIMENSIONS. DEMOLITION TO BE PERFORMED. ,- r C C �xDURINGt F F 1 COORDINATE THE REMOVAL, RELOCATION, REPLACEMENT, RE-U5E, SHUT-OFF, STUB-OFF, GAPPING-OFF OR UP6RADIN6 OF ALL EXISTIN6 SPRINKLER, HVAG, FIRE ALARM, SECURITY AND ELECTRICAL SYSTEMS, EQUIPMENT, AND APPURTENANCES - INCLUDING, BUT NOT o C 4 P LIMITEDTO, UTILITY LINES, DUCTS, CONNECTIONS, PANELS, VENTS, FANS, PIPING, DEVICES, CONTROLS, OUTLETS, AND CONDUIT CONSTRUCTION A5 REQUIRED, A5 SCHEDULED, OR A5 SPECIFIED IN ACCORDANCE WITH ALL LOCAL, MUNICIPAL AND STATE CODES. Q CL a a a a a :U td Q. :N ;y LEASE LINE POINT OF ROTATION. UNFOLDED ELEVATION LEASE LINE 14'-�' k`r � B/O MALLv BULKHEAp 14'-0' Ah ;0 2 a T/O TENAN o - ='- = STOREFRONT t3 ear Ec ;o u_ / ADJACENT / ADJACENT TENANT / TENANT cv a to to to 0'-01 L to FINISHED €s 66 -3/V4. 28'-113 8FLOOR 01 :O 0 UNFOLDED LENGTHtro N 2 5 ARRICADE ELEVATION ;o ;U o i� i� i� o ;N C DOUBLE 36' DOORS TO BE INSTALLEDto tE IN LOCATION OF NEW STORE ENTRANCE t~ I I BY LANDLORD tt CL o t0 GRAPHICS FURNISHED BY LULULEMON. ;Z G.C. TO VERIFY TO CONSULTANTt' MUST BE OF A SELF ADHERING VINYL MATERIAL THE LOCATION OF ALL EXISTINGI I WITH A REMOVABLE ADHESIVE SYSTEM. t (E) MALL COLUMNS. ADJACENT ;o SERVICEEXIST. DEMISING WALL TENANTtm U lu CORRIDOR TO REMAIN EXIST. DEMISING WALL ;J TO REMAIN I o m 2 I 15 r 3 ti OL O z —� �—� 4' 3 2 �----------\� I NOTE: —�— �"� / \ G.G. TO NOTIFY GRAPHIC VENDOR OF `O / \ I I I \ I I 2 I \\ I ON SITE BARRICADE DIMENSIONS tL UPON POSSESSION. ,to N Pr I _ / LINE OF SOFFIT ABOVE t0 I \ BARRICADE TO EXEENDo tc — TO A MAXIMUM OF I I ———— 5E REMOVED. PATCH AND I Il\\ FROM LEASE LINE. 2 I r r REPAIR EXISTING CEILING 5 -0 III ( I ABOVE PER SHEET A120. I I NOTE: III I I I MAX. BARRICADE TO BE ERECTED AND o REMOVED BY THE LL AT THE t + I I I I I I I TENANT'S EXPENSE. to lu ADJACENT I I ( I I I I I I I I I LEASE L INE h tc TENANTto I I I I II II I I I Ito I I I I O II II I Ito IU fi I I I III II ; 1891213 � I 1 I I I I I I 1"I N 19dIFD to LLL WAVIN15 G.G. TO VERIFY CONDITION OFtl I 3 I I I I I I I I ARCHITECT AND VIW NOTIFY MMEDIATELY ItbdlED�� WAW L----- ------------------------J I I I F ANY DISCREPANCIES IN THE ------------ rrr ------r------------ J I I I I —0' ISbIEDFORCp 1�/®9IF3 O EXISTING WALLS AND COLUMNS, I N DUCTWORK AND PIPING PRIOR TO 0 198 m FOR P mi l 1MI®m LAYING OUT WALLS. Im 3 3 2 I 15 2 I J r� 15 2 1 —, 1 2 to/ /_2j — ————— i __J 15 I �� Ir EXIST. ADA ----- -------- — �—�—————————————�_--/_ , NO DOUBLE DOOR FOR ACCESS, TIM RESTROOM t0 REMAIN LINE OF (E) SOFFIT ABOVE. — __ —— __._— I SWING INTO TENANT SPACE. TO ALIGN WITH NEW ENTRANCE. t Deter 13 Agu6t 2014 0 X PROVIDE CARPET INSIDE OF DOOR Oran M,4/ LS AS DUST WALK OFF AND REPLACE a audwd 119. GBL/ TD 1� AS REQUIRED. ,Job Naban 496W/425 tc pt"8W1�: 50'-2" 6'-Y'4. 101-01 TRUE m NORTH t ;N I &DEMOLITION PLAN toLE: 3/16' a 1'-0' T d O V N N OTE5 ;C ;7 PARTITION LE6EN D PARTITION 5CHEEDULE KE' 1NOTE5 &ENERAL NOTE5 ;J Q .- O ;O U O [ OJ SEE SHEET A510 FOR PARTITION SEE SHEET A510 FOR PARTITION ❑1 - KEYNOTE SYMBOL z o 0 o TYPES RELATED DETAILS TYPES 6 RELATED DETAILS 1 DASH/DOT LINE INDICATES LEASE LINE. 1 UNLESS OTHERWI5E NOTED ON PLANS, FURNISH AND INSTALL COMPLETELY ALL PARTITIONS, AND IN t a SIMILAR STRUCTURES IN AGCORDANGE WITH SPECIFICATIONS, COMPLETE WITH DOOR TRIM, E o 0 _� " WALL WALL WALL WALL 2 EXISTING DEMISING WALL. PATCH AND REPAIR TO LIKE NEW CONDITION. o _ - TA6 HEIGHT TAG HEI6HT3 EXISTING COLUMN. LOCATION TO BE VERIFIED IN FIELD BY G.G. HARDWARE AND DECORATIVE TREATMENTS AS INDICATED ON PLANS AND/OR ELEVATIONS AND o EXISTING PARTITION -REPAIR RELATED DETAILS INGLUDING ALL REQUIRED ROUGH AND FINISH HARDWARE. t.R 4ELOCATED EXISTING OR NEW (CIRCLE ONE) ELECTRICAL PANELS. SEE E 3 o 0 AS REO'D TO MAINTAIN FULL 2 G.G. TO VERIFY THAT ALL PENETRATIONS IN SLAB ARE FREE OF ALL OBSTRUCTIONS INGLUDING, ;� Q — RATINGS AND ACCEPT FINAL 1A HEIGHT 4A FULL HT. EL AL DRAWINGS. O N Q BUT NOT LIMITED TO IN SLAB CONDUIT, RESAR, ETC. T.G.G. TO COORDINATE AND GET cv TENANT FINISHES 5 SWITCH BANK. SEE ELECTRICAL DRAWINGS. APPROVAL FROM LANDLORD FOR ALL SLAB PENETRATIONS PRIOR TO COMMENCING WORK. o, 1 6 MANNE09 LATFORM FURN15HED BY OWNER, G.G. (GIRGLE ONE) IN57ALLED BY 3 SEE FINISH SCHEDULE FOR GYPSUM BOARD FINISH LEVELS. -� OWNER, G.G. (GIRGLE ONE) 3 NEW FULL HEIGHT PARTITION 4 WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON THE CONSTRUCTION DOCUMENTS. DO '1 FIRE EXTINGUISHER MOUNTED AT 3'-6" ABOVE FLOOR MAX. BOTTOM 15 NO LESS NOT SCALE DRAWINGS. THAN 4". TRAVEL DISTANCE BETWEEN FIRE EXTINGUISHER - -75 FT. SPEC J 5 APPROVED FIRE EXTINGUISHERS SHALL BE INSTALLED AS REQUIRED BY LOCAL AUTHORITY. a U 8 SAFE TO BE INSTALLED IN GASH WRAP BY G.G. 6 ACCESS PANELS IN WALL FOR PLUMBING, MECHANICAL OR ELECTRICAL ACCESS TO BE FLUSH I 1 9 OAT HOOKS TO BE FURN15HED AND INSTALLED BY G.G. INSTALL AT ROWS L I FRAMELESS GYP. BD. PANELS, CEILING ACCESS PANELS SHALL BE PUSH UP TYPE 1 - REQUIRED TACKED ONE ABOVE ANOTHER WITH MOUNTING HEIGHTS AT 36 "A.F.F. AND ?O" FOR FRONT SIGN TRANSFORMERS AND/OR ROLL-UP GRILLE ARE TO BE FURNISHED AND F z F.F. TO CENTRE OF GOAT HOOK. THE FOLLOWING SPECS ARE LISTED IN THE INSTALLED BY CONTRACTOR. G.G. TO SPECIFY SUBMIT TO ARCHITECT FOR REVIEW 8 Et NEW LOW HEIGHT PARTITION, G ORDER OF PREFERENCE: MFG: LIBERTY, MODEL: 131554, SIZE 19 ", MFG: SEE PARTITION SCHEDULE RAINERD, MODEL R46121Y-W5N-L, SIZE: 27", MFG: LIBERTY, MODEL: 13125, SIZE APPROVAL. `� FOR HEIGHT El FULL LL 7 USE NON COMBUSTIBLE MATERIALS OVER SUSPENDED CEILINGS. FIRE RETARDANT TREATMENTS a HEIGHT WILL BE EXTENDED TO STRUCTURAL GEILIN6 WHEREVER REQUIRED FOR COMPLIANCE WITH ;2 10 LADDER HOOK TO BE FURN15HED AND INSTALLED BY G.G. INSTALL AT 5'-0" E; Q CODE REOUIREMENT5. p„ Q A.F.F. SPEC: GROWN BOLT 15LB DOUBLE-ARM SUPER HOOK, MODEL: 18044 5 USE MINIMUM 20 GAUGE METAL STUDS OR 1/8" METAL FURRING CHANNELS, TYPE AND SPAGIN6 11 MIRROR SUPPLIED AND INSTALLED BY G.G. MIRROR SHALL HAVE PE FILM ; IN ACCORDANCE WITH LOCAL BUILDING REQUIREMENTS, NORMAL 5PAGIN6 OF 16" O.G., FOR ;v COATED WITH ACRYLIC ADHESIVE ABOVE 100 MICRONS THICKNESS PROVIDED FRAMING PARTITIONS AND SIMILAR CONSTRUCTION U.N.O. BY G.G. q ALL INTERIOR PARTITIONS SHALL EXTEND 6" MIN ABOVE HIGHEST ADJACENT FINISHED GEILIN6, 0 / UNLESS SPECIFIED OTHERWI5E. t 0- 13 G.G. TO PROVIDE CLEAR PLASTIC CORNER GUARDS AT ALL 6WB OUTSIDEO 10 ALL WALLS TO BE PREPARED FOR PAINT TO GYPSUM B.O. FINISH LEVELS SPECIFIED IN FINISH I 1 CORNERS IN B.O.H. SCHEDULE. !� 14 LINE OF SOFFIT ABOVE. SEE A120 FOR MORE INFORMATION. 11 PROVIDE DIAGONAL BRACING TO STRUCTURE ABOVE ALL DOORS, GLAZING HEADS AND JAMBS tr /VLF R to AS REQUIRED TO MAKE ASSEMBLY RIGID. 12 CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED PARTITIONS S — STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS TRADES AND SERVICES. E PARTIAL HT. 1'1 VOLUME CONTROL. SEE ELECTRICAL DRAWINGS. 13 ANY WORK THAT PENETRATES DEMISED WALL5 OR EXTERIOR WALLS MUST BE DONE SUCH THATl t 3 15 ADT CONTROL. SEE ELECTRICAL DRAWINGS. THE INTEGRITY OF THE FIRE RATING 15 MAINTAINED. ,0 J 3A FULL HT. 19 50UND 5Y5TEM MOUNTED IN FIXTURE. SEE ELECTRICAL DRAWINGS. t. C o 20 WALL MOUNTED ACCESSIBILITY SIGNAGE toll I W///z t;v IV U to t-- 2 E`o ud to pv tcis is ;U ;y ;c ;O ;V I I I is Ioto tD to LL TO LL (E) 25'-_0/V2' I LL TO LL(E) 21'-Iva. (E) 2' YIF YIF E) 6�'/8" ,° to YIF g _1� 10'-2yg" —I _114" 2�0'-93/4 1 — VII= tm 01 01 to MALL HOLD HOLD I 1 HOLD I m u to CORRIDOR ADJACENT 3 2 } t. TENANT 3 o ;V ;N - - - - - - - - - - 12 - -� o I CORRIDOR o -� I o 1 IA LL •; = 1 24 'n } o E-1 IA /i-- — --�� -, I a --- --, — — — — Z o ;o ELEC. ----- -_� a�., � �'• �� 14 i LINE OF SOFFIT ABOVE, IA FIT I �t REFER TO A120 i- t N 4 ROOMS I - _ !� E, 4y4' 4' \ �'�3' 83/8" I RECESSED CEILING IN V � 1 I I STOCK HOLD I THE FIT ROOM REFER TO 2 AREA A120 } �t 2 :> W o lu 13 - IA I I Ic � I —y SALES � � �_ ; ° I `^ —' ;.° ADJACENT I 10 AREA ' -� I I REFER TO A-111 FOR o H O tV '— TENANT I IA i 14 I I 6 STOREFRONT WALL o r zE I CONSTRUCTION 11 13 g IA IA ��' \ '� DASHED LINE DENOTES APPROX. EXTENT OF STAFF I I -� O i /��' I /� ' SENSORh'IATIC SYSTEM to > r 0 i COORDINATE I N > V, � i----ii iOFFICEr \ I COMMON INSTALLATION WITH VENDOR (ADT/TYCO) II EXISTING 13 �' ' AREAto i' ::'' ADA RR 1 .... a D �' �' I I \ i E u- -------- ---- ----------------- , I m / 1� rf■/.�■■ cp ` i-- -------- ----L---- --- — — Oo .fi I c V- to w I i I I -cA ur I 19 18 1'T �. �... _.. 3 I m / I 04 c�{1 �' IA I SIM �. �i: to 3 D to O lA I I I --- ---- I i o Wl y INEEMEMEN, IA i 4 --I--- I oo �.�i: W ;H — C NIM'L\'M�� 9 --- a 1881Fp TO Ul 14A08✓15 (E) 9'-4�/8' A�13 3'-108/8' 14'-J/4° 6 12'-7y8 &'-103/4. '3'-83/4 c 188�E'D fOR OD 1�JIO81R1 VIF LOCATION OFt. N , .l 4 a SERVER CABINET tr TO 5E INSTALLED. 6m'-V2 W�'DFOR MWII WHOM s� LL TO LL ;v MALL COMMON t 17 AREA t ;U ;O tF 8Cales AS 1O'1W Dere: 13 August 1014 Dram 8$p MAI SN ;U t0 tL Oudwd 131p G51i TD Job Nmba-. 4%W/W2t3 ;C ;7 Drawing: CONSTRUCT I ON PLAN TRUE SCALE: 3/16' = 1'-0' NORTH m ;N ;O U O C T n 0 U d U LIOHTIN6 FIXTURE SCHEDULE ;C ;7 :U QTY INSTALL NAMES SYMBOL FIXTURE LAMP HT. AFF INSTALL DIRECTIONS/NOTES QTY INSTALL NAMES SYMBOL FIXTURE LAMP HT. AFF INSTALL DIRECTIONS/NOTES QTY INSTALL NAME S SYMBOL FIXTURE LAMP HT. AFF INSTALL DIRECTIONS/NOTES Q co v o ;•c a1 tm o 4 FITTING D1 V0DE-RR-K1-2A-5T-IB-A- 14W, 2-0" T5 5'-0 3/4" @ FIXTURE TO BE MOUNTED ON TOP OF FIT 1 12'-O"HARD LID FBEM COLUMBIA C55-132- 2x 32W TS STOCK ROOM HUNG FROM STRUCTURE Q 6 a ROOM 2ft 1-0-HE-B10 RAGE F14T5/830 TOP OF FIT ROOM PARTITION. REFLECTOR TO BE SET OR HUNG EUADVGEN-EL/GSW654 F32T8/7L830ALT0 / ;d _ Izi FLUORESCENT STRIP WITH PHILLIPS PARTITION RAIL 2' FLUORESCENT ROOM PANEL AND LOCKED AT GIVE DEGREE �o � °J v SINGLE 90 MINUTE BATTERY PACK ! W Z a 3 FITTING 0136 VODE-RR-K1-3A-12-5- 21W, 3'-0" T5 V-0 3/4" @ FIXTURE TO BE MOUNTED ON TOP OF FIT 3 o e ROOM aft A03B10 RAGE RAIL 3' F21T5/530 TOP OF FIT ROOM PARTITION. REFLECTOR TO BE SET Q PARTITION FLUORESCENT SINGLE ROOM PANEL AND LOCKED AT GIVE DEGREEGON- GH @ CEILING to 138' HARD LID 71 SEE PLANS FOR LENGTHS, PATTERNS,S MOUNTED LT-4-P LEVEL !o 2 FITTING D2 VODE-RR-K2W8' -2A-ST-12- 2x14 , 2'-0" T5 -0 3/4" @ FIXTURE TO BE MOUNTED ON TOP OF FIT 6 GWB C,1/C, WLT-6-P REFER TO FIXTURE aUANTITIE5 2 Cl-C,1-CEILING MOUNTED (4) - CEILING HT. SURFACE MOUNTED IN B CEILING. ;3 ROOM IB-A1-0-HE-B-10 RAGE F14T5/530 TOP OF FIT ROOM PARTITION. REFLECTOR TO BE SET CEILING REFER TO 4120 FOR CAMERA LOCATIONS LT-S-P 1 CIRCUIT TRACK 4120 `Y PARTITION RAIL 2' FLUORESCENT ROOM AND LOCKED AT GIVE DEGREE CAMERA C2- PENDANT MOUNTED (3) - 11'-O" MIN. BOTH ON TL1 CON TECH 21W PAR38 TRACK @ FIXTURES TO BE MOUNTED ON TRACK, DOUBLE PANEL 6C, TRACK GTL5135-P LED REFER TO PLANS FOR FIXTURE QUANTITY E AND DIRECTION SET IN FIELD :X 2 GWB RF1 CON TECH 1x 16W 130K1202- CEILING FIXTURES TO BE SUPPLIED WITH TRIM. SET HARD LID EX1 LUMAGELL LER23 - EXIT SIGNS TO BE RED AND CLEAR PLEXI EL RA4LC-130K12D2-EBL EBL LED HT. CEILING 2 O G5T4322L-GLR ADJUSTABLE HEAD W/OWNERS DIRECTION OR HUNG SERIES: RED ON CLEAR SPECIFIED, USED ONLY ON SALES FLOOR 3 6" REGE55ED LED SELF-POWERED = W 2 OPEN WAP WIRELESS ACCESS POINT CEILING WIRELESS ACCESS POINT TO BE SUPPLIED2 HARD LID EX2 LUMAGELL- LMGE 3.2W RED - CEILING LOCATION FOR CONDUIT HT. AND INSTALLED BY OWNER5 VENDOR GG TO OR HUNG SERIES RED ON WHITE 3.SW t0. IIILLL TO BE INSTALLED BY PROVIDE CONDUIT TO THIS LOCATION AS GREEN VENDOR PER ELECTRICAL DRAWINGS. ;*o Q 12 GWB RF3 CON-TECH CEILING HT 8 EX3 LUMAGELL RGA44 o WALL REFER TO 4210/4211 FOR ELEVATIONS. H CEILING RA4LNG-2-30K- 1x 29w FIXTURES TO BE SUPPLIED WITH TRIM. SET r FACTORY WHITE ;o 23OK12or2'1 LED ADJUSTABLE HEAD W/OWNERS DIRECTION MOUNTED I I I I SELF POWERED O 12or27/HB24/CST4322 `T'� MAX o 2x20 W LAMP a Q Qn L-PL � (j 1 PENDANT P1 SHADES OF LIGHT: 1 HALOGEN BULB B.O.F @ FIXTURE TO BE CENTRED IN REGE55ED G INSTALL AT THE CENTRE OF ENTRY DOOR, TRAFFIC COUNTER - GLC, HT. 1 HARD LID Tn FIXTURE SILVER GARGLE 1 W 00 ATTS SOFFIT IN THE FIT ROOM. 3' INTO THE STORE IN FIT O PENDANT- SUPPLIED AND INSTALLED BY G.G. o NOTES: 1. ALL FIXTURES ARE TO BE FURNISHED BY OWNER, INSTALLED BY G.C ROOMS LA10036LG ` 2. ALL FIXTURES ARE TO BE CONNECTED TO A LIGHTING CONTROL PANEL REFER TO ELEG. 1 PENDANT D4 SHADES OF LIGHT:YOUNG 1 HALOGEN BULB B.O.F @ FIXTURE TO BE SUSPENDED FROM GEILIN6 3. CONTRACTORS SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE CODES AND N.E.G. :S — 1 WALL 06 LIGHTS UP - REX SMALL 1x 24W CFL PL- BOF @ 6'-6" 1 AT EACH TOILET ROOM IN SALESO HOUSE LOVE METAL 100 WATTS 7-0" SUPPLIED BY G.G. 4. ALL FIXTURES SHALL BE U.L LISTED MOUNTED 1 Di SCONCE L24W/83014F MOUNTED ABOVE THE MIRROR AREA STRAP DRUM PENDANT: 5. ALL FIXTURES TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS 3 R5-4035BN4WHT PHILLIPS SEE A310 SNOW DAY - PE12052 WH 6. ALL FLUORESCENT TO BE 3,000K o r !Q 1 PENDANT D6A 0 5HADE5 OF LIGHT:YOUNG 1 HALOGEN BULB B.O.F @ FIXTURE TO BE SUSPENDED FROM CEILING 7. DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF VARIATIONS. o COLUMBIA IN SALES HOUSE LOVE METAL 100 WATT5 7-3" SUPPLIED AND INSTALLED BY G.G. 2 HARD LID F4 1x 32W T8 12'-0" STOCK ROOM HUNG FROM STRUCTURE OR HUNG 654-132-EUADVGEN/GSWG F32T8/TL830ALT0 AREA STRAP DRUM PENDANT: PLEASE CONTACT C,5 ILLUMINATION FOR ALL LIGHTING PURCHASES AND QUESTIONS. `,2 Q FLUORESCENT STRIP PHILLIPS SNOW DAY - PE12082 WH JORDAN WAGNER 760.477WG .1244 EXT. 155 OR JANER@C5ILLUMINATION.COM WITH WIRE GUARDS 1 PENDANT 06B SHADES OF LIGHT:YOUNG 1 HALOGEN BULB B.O.F @ FIXTURE TO BE SUSPENDED FROM GEILIN6 a a a a a IN SALES O HOUSE LOVE METAL 100 WATTS 7-6" SUPPLIED AND INSTALLED BY G.G. y 2 HARD LID F4EM COLUMBIA 658-132- 1x 32W TS 12-0" STOCK ROOM HUNG FROM STRUCTURE AREA STRAP DRUM PENDANT: OR HUNG EUAOVGEN-EL/GS4N04 F32T5/7L830AL70 5NOW DAY - PE12052 WH 0E1�1EfiZ L NOTES KEY1�OT 5 FLUORESCENT STRIP WITH PHILLIPS t 0 90 MINUTE BATTERY PACK 1 PENDANT D7A 5HADE5 OF LIGHT:YOUNG 1 HALOGEN BULB B.O.F @ FIXTURE TO BE SUSPENDED FROM CEILING IN SALES HOUSE LOVE METAL 100 WATTS 7-9" SUPPLIED AND INSTALLED BY G.G. 1 - KEYNOTE SYMBOL t°' 1 HARD LID FS COLUMBIA 2x 32W TSI ROOM HUNG FROM STRUCTURE AREA STRAP DRUM PENDANT: ❑ o OR HUNG 654-132-EUADVCEN/GSWG SNOW DAY - PE12082 WH F32TEWTLEWALT0 1 ALL aUANT17IE5 LISTED SHOULD BE VERIFIED BY LIGHTING FLUORESCENT STRIP 12'-0" 1 PENDANT D7B SHADES OF LIGHT:YOUNG 1 HALOGEN BULB B.O.F @ FIXTURE TO BE SUSPENDED FROM CEILING PHILLIPS DISTRIBUTOR $ G.G. PRIOR TO ORDERING. G.G. TO VERIFY 2 DISPLAY SYSTEM TRACKS SPACED EVENLY 12" O.G. SUPPLIED BY GLW I'n1 WITH WIRE GUARDS IN SALES HOUSE LOVE METAL 100 WATTS 7'-3" SUPPLIED BY G.G. AREA STRAP DRUM PENDANT: QUANTITY $SPECIFICATIONS UPON DELIVERY TO THE SITE AND INSTALLED BY G.G. GENERAL CONTRACTOR TO PROVIDE SNOW DAY - PE12082 WH 2 HVAC,DIFFUSERS ARE EXACTLY LOGATED ON PLAN. FOR HVAC BLOCKING IN CEILING A5 REQUIRED. SEE SHEET AB20. ;Y 7 SPECIFICATIONS SEE M2.03 TRACK LIGHTS TO BE INSTALLED 4" FROM GLAZING. ;`o 3 G.G. TO AVOID PENETRATING GEILIN6 DECK WITHOUT AUTHORIZATION 3 w " LEOENDSPEAKER SYSTEM 51"MBOL L EOEND FROM LANDLORD. SEE A520 FOR CONNECTION DETAILS 4 ANY SECURITY OR OTHER EQUIPMENT LOCATED IN THE MAIN ENTRY I'll, AREA MUST BE INSTALLED IN A MANNER THAT 15 CONGEALED FROM ,3 � `,1 �� SYMBOL DESCRIPTION SYMBOL DESCRIPTION o `` PUBLIC VIEW. ALL SECURITY DEVICES AND SYSTEMS SHALL BE INTEGRATED WITHIN THE STOREFRONT DESIGN $ FINISHES. ACCESS PANEL 7 W SUB SUB WOOFER FREESTANDING SENSOR PEDESTALS ARE PROHIBITED. ALL SCONCE TO BE CENTRED OVER MIRROR. SEE SHEET 4310. ;o W NYSTROM LT 24 X 24 PAINT TO MATCH ADJACENT 52 5 G.G. AND ALL TRADES TO PROVIDE ACCESS HATCHES PER CODE. t.r FIN15H Z1 FLUSH MOUNTED CEILING SPEAKER SSE SPEAKER SYSTEM EQUIPMENT COORDINATE LOCATIONS W/ARCHITECT S OWNER. MINIMUM QUANTITY -0 OF 3: HVAC ACCESS, SIGN ACCESS S 5EN5ORMATIC ACCESS. IF HVAC CONNECTION S FILTER ARE IN SEPARATE LOCATIONS, G.G. TO t t o GENERAL SPEAKER SYSTEM NOTES COORDINATE ADDITIONAL ACCESS PANEL WITH ARCHITECT S OWNER. 10 A. ALL SPEAKER WIRE SHALL BE WITHIN CONDUIT BY GG 4'-0" DIAMETER CEILING OPENING WITH CHANDELIER SUSPENDED : B. SPEAKER 5Y5TEM EQUIPMENT SHALL BE INSTALLED ON A LIGHT SHELF IN BACKWRAP @ GASH DESK. 01i �j FROM STRUCTURE ABOVE. CH. G.G. TO PROVIDE J-BOX FOR FUTURE o G. COORDINATE EXACT LOCATION FOR SPEAKER SYSTEM EQUIPMENT TIEMKIT -IN. D. SPEAKER ZONES: GASH AREA 15 ZONE 1. SALES AREA 15 ZONE 2. FIT ROOM 15 ZONE 3. 7 G.G. AND ALL TRADES SHALL COORDINATE ACCESS HATCH 11 CENTRE LIGHT ABOVE FITTING ROOM PANEL. y LOCATIONS WITH LANDLORD TO MAINTAIN ACCESS TO LANDLORD EQUIPMENT. 12 INSTALL LIGHT AGAIN5T ALL. y W �i I 5 REFERENCE A120/A210 FOR ALL OUGTWORK HEIGHTS AND SPR I N I\LEES AND FIRE SAFETY HORIZONTAL LOCATIONS. ON/' L 9 GG TO COORDINATE ALL LOW VOLTAGE WIRING. ALL LOW `Q FITTING ROOM VOLTAGE WIRING TO BE WITHIN CONDUIT. TYPICAL @ ALL 101_01 SPRINKLER DRANINGS UNDER SEPARATE PERMIT AND TO BE SUBMITTED BY SPRINKLER CONTRACTOR. LOCATIONS. t00 t - 15 FLUSH MOUNTED SPEAKERS. ALIGN PENDANT AND REGE55ED N U/S GW13 GLG SPEAKERS THROUGHOUT LENGTH OF SPACE WITH HIGH BAYS, U.N.O. o SALES AREA 16 PERIMETER TRACK HEAD FIXTURE SPACING AT 2'-0" O.G., TYPICAL. L 17 INNER SALES FLOOR TRACK HEAD FIXTURE SPACING AT 2-0" O.G. to U/S GW5 BH UIS (E) GWS GLG AND ALTERNATING DIRECTION, TYPICAL. to `a ADD NEW GYP ALONG THE PERIMETER to EQ EC? TO MATCH EXISTING 12 11 12 to If I = EX3 EX3 c I °j ,y iU IDI D i D1 \``�\Y 16t.o c I- 2j'-011 tm 2I 21- - ;w -- --- --- --- TI I X11 v• V - - RF W3TL1 TYP s2 '-43/4° r / f U EX2 I D136 i C'S 15 s 15 15 2 / - �\< -�7 I w r S2 is I 111 I I RF3 RF3 10 X sue ; 120 r ;•o I 4E Z2 18'-m"'n I 16 I �+<1 F4Lu EM. I /'- �� I n / I ------tJ 2 12 I w r WA , < A 4 _11 Q I � . � . J . � / I I V r i �� i RF3 ;o TL1- TY i 0 1 S2 I :�' I w :y `4 i RF3 <� 13'-5�/g Z2 i i ACCESS PANEL FOR SENSORMATIC L >. I 4. �— — — — 15r ; D136 I 1=3 RF3 I I I AND/ OR SIGNAGE SYSTEM. LOCATION f`n� STOCK AREA — — — — w s 15 I I sz i O i 15 ~ i 2 I TO 5E CONFIRMED 5Y THE PROJCECT 18'-1" U/s —b— . �. �--r __ IL 0 z2 I �— I i I MANAGER __ o OF DECK I 5'-10" '� RF3 I RF3 I1�3 0 i i += II II i 3 5 ° 5 T -N \ I I ii II 1 E C r w �3 D1 D I D1 C1 �� Otc Fa ; 1� I u I : EX I I Q 18 -0' s2 CI r ii 11 i DISPLAY o �I I I tQ , ° E� WA X2 11 12 '� w TI / 3 u i lm -0 u..' TL1- TY �e I U/s GWB CLC, tc r FBEM C2 F4 j to X C,1 '� N _ I ' t5 U_JLjI o —� -5/ F4EM w -� zi 15 � DIA D6 EX3 ° 3 " ,� ,• �'' ALL DIMENSIONS ARE FROM 4 -Sy4 3 -3/4 16 ��' G I FINISHED WALL TO THE — D6A I N INJED TO Ul E4/cm Li F4- ---------------- - ---i----I - 9' 31/8" 6'-0' ,�'O A i CENTRE OF THE FIXTURES. ISb"FOR DD 1411 m EXISTING ADA RR Tl O I 1 N D4 D 14/ r / I L\ i, � e , S -0 I I _ -� _ `Q I TL1- TY / U/S EXISTING Gl'f'. , _- ___ ___ __________ = i i `': i ENTRY - 188WFORFW11 144®/2'1 I �4 \ \ o- 10'-0' D 6 €N _v IVX , U/s GWB CLC, 6l ---------------- ------ - - 1 - D75 t= 1 12'-0' 10' 6" ��\ to it EXISTING A�13 ------ -----------' , NOS FIXTURE TO o swift REMAIN DISPLAY 115/8" 1'-93/8° tl- 10'-0' 8' LOCATION OF SERVER Dates 13 ubt 2014 -0° U/S GWB GLG U/S GU,JB CLC, CABINET TO BE man'� Oej MA/ SH OFFICE INSTALLED. �III�Jvdu TD :Q Job Nunbw'll 496WA42 3 Draw 1g: REFLECTED CEILING FLAN TRUE NORTH t ta SCALE: 3/16' I'-0' 2 ENL r RGE D PENDANT FLAN 'o SCALE: 1/2' s 1'-0' U 21 T 4 0 U U &ENE AL NOTES ;c ;J ;U ;J Q 1 ALL QUANTITIES L15TED SHOULD BE VERIFIED BY LIGHTING o DISTRIBUTOR d G.G. PRIOR TO ORDERING. G.G. TO VERIFY QUANTITY $SPECIFICATIONS UPON DELIVERY TO THE SITE 2 HVAC DIFFUSERS ARE EXACTLY LOCATED ON PLAN. FOR HVAC SPECIFICATIONS SEE M2.0 o = 3 G.G. TO AVOID PENETRATING CEILING DECK WITHOUT AUTHORIZATION x o 0 FROM LANDLORD. SEE A520 FOR CONNECTION DETAILS N 4 ANY SECURITY OR OTHER EQUIPMENT LOCATED IN THE MAIN ENTRY 3 Q a AREA MUST BE INSTALLED IN A MANNER THAT 15 CONGEALED FROM o PUBLIC VIEW. ALL SECURITY DEVICES AND SYSTEMS SHALL BE ° ° INTEGRATED WITHIN THE STOREFRONT DESIGN d FINISHES. FREESTANDING SENSOR PEDESTALS ARE PROHIBITED. E 3 ;° 5 G.G. AND ALL TRADES TO PROVIDE ACCESS HATCHES PER CODE. Y COORDINATE LOCATIONS WITH ARCHITECT AND OWNER. MINIMUM y QUANTITY OF 3: HVAC ACCESS, SIGN AGGE55 $5EN5ORMATIC ACCESS. a IF HVAC CONNECTION b FILTER ARE IN SEPARATE LOCATIONS, G.G. TO COORDINATE ADDITIONAL AGGE55 PANEL WITH ARCHITECT 8 OWNER. J r "TG.G. AND ALL TRADES SHALL COORDINATE AC,-'E55 HATCH ; } LOCATIONS WITH LANDLORD TO MAINTAIN AGGE55 TO LANDLORD 'a EQUIPMENT. '° 8 REFERENCE A120/A210 FOR ALL DUCTWORK HEIGHTS AND •� Q HORIZONTAL LOCATIONS. o q GG TO COORDINATE ALL LOW VOLTAGE WIRING. ALL LOW ° VOLTAGE WIRING TO BE WITHIN CONDUIT. TYPICAL @ ALL o LOCATIONS. a $ 0 J is ° 0;(D i> ;O Q 'L O KEYNOTES ;U i3 ] - KEYNOTE SYMBOL ;V 1 LOCATION OF LV BOX i o o 2 SECURITY CAMERA. SEE A120 FOR MORE INFORMATION a a <I<L< �V N CL :y to IN ;t ;C ;O ;t :a o _ a is IT ® �' ;U :N :C :C ;O ;U ;C ;J �y O ;U ;L ;O ;O 1� tV .y ;O U ,y LEOENID to to FITTING ROOM 101-01 AGGE55 PANEL I N NYSTROM LWT 24 X 24 tO U/S GW13 CLCD PAINT TO MATCH ADJACENT SALES AREA FIN15H it 11'-01 ttoO U/S CxWB BH U/S (E) GWB CLCDto tz ADD NEW GYP ALONG THE PERIMETER TO MATCH EXISTING to — — — — — — I � _ ti tu — — — — — — � EQ. EQ S2 ;d ;o _ I O O Z, I d 14, Z3 6 6 Z2 SUB c O O O I O M L7 LT lifli, OL O O O ACCESS PANEL FOR SENSORMATIC o '•rTY O AND/ OR SIGNAGE SYSTEM. LOCATION STOCK AREA Z3 Sz O �' _g TO BE CONFIRMED BY THE PROJCECT €o11OzzMANAGER.O18 -I U/S oO ° O O ;c 01= DECK I O ;; " E TTYP O IV�II S2 ii ii DISPLAY Z2 �I 10'-0° ;r Ll u u U/S GWB CLCD icV 17 zw D S2 ,''%I ,''' `O to zi ,, to 3'-01 _2° ALL DIMENSIONS ARE FROM ___ �,� �° I FINISHED WALL TO THE N (Bd w To LJ_l. 14/ma ® i ; / I_'J _ I CENTRE OF THE FIXTURES. EXISTING ADA RR I I 0 O I N ( AP 1=oR PP w/cm L---J 1 �p '`�� O m IMM 1�CD K4mb 8'-0° I - - - _- - - - - - - - - '3 IMM FOR PM11 1 /10/11 U/S EXISTING CWP. o ' ENTRY (n is U/S GW5 CLCD ;d i� ;U :U t` ° AS`` NOTED Vww)) 'U TED DISPLAY Dates 13 uet 2014 U/S GWB CLCD DrawMQ/ `L Cadsd ft MUM Job A n*m 49690/14213 ;J J Drawing: to is TRUE0 ;m REFLECTED CEILING FLAN NORTH I� ;O SCALE: 3/16' I'-0' U T d 0 U NATIONAL ACCOUNT FIN15H LEVEL5 FIN15H 5GH EUU LE &ENE AL NOTES a BENJAMIN MOORE NATIONAL ACCOUNT CONTACTS: GWS FINISH LOCATION MATERIAL MANUFACTURER SERIES t COLOUR MODULE REMARKS MATERIAL MANUFACTURER MODEL COLOUR MODULE REMARKS LEVEL 1 PLENUM AND NON-FINISH AREAS 01 FLOORfNCs PAINTS t NATIONAL ACCOUNT: LULULEMON ATHLETICA C2) 2 1/2' W n PRODUCT ORDER CODE: NA048 ENGINEERED OAdG J1A�ICER9 NATURAL OAK HARMONY OWNER SUPPLIED G.G. CEILING BENJAMIN OC-61 DIAMOND WHITE FLAT FINISH EGO SPECS INTERIOR 2 ALL TILE TO BE INSTALLED PER MANUFACTURER'S r O FLOORING INSTALLED, REFER TO O MOORS LATEX LOW Voc. 10096 SPECIFICATIONS. DIRECT ORDER LINE: 1811b.GOLORb LEVEL 2 AREAS COVERED WITH TILE YV17_1 TONGUE d P 1 313 ACRYLIC LATEX 3 DOORS d FRAMES PAINTED TO MATCH WALL UNLESS 0 o WEBSITE: www.ben,jaminmoore com MANUFACTURERS LEVEL 4 NON CUSTOMER AG-E551BLE AREAS GROOVE INSTALLATION INSTRUCTIONS. COSATIN WALL SURFACES BENJAMIN OG-25 CLOUD COVER EGO SPECS INTERIOR SPECIFICALLY GALLED OUT. P 2 MOULDING MOORS ENAMEL LATEX LOW YOC. 10090 4 INSTALL TILE ON FLOORS WITH STRAIGHT 1/4" GROUT JOINT U.N.O. tN NAME: JENNIFER HALWARD ALL PAINTED SURFACES W/ 314 ACRYLIC LATEX to o v TITLE: ARCHITECTURAL REPRESENTATIVE CA. LEVEL 5 TOUGH HIDE PRIMER IN 5 PRIMER TO BE USED ALYVAYS AND PROVIDE MIN. TWO COATS t o 0 COMPANY: BENJAMIN MOORE 3 Co. Ltd. CUSTOMER ACCESSIBLE AREAS P_3 REST ROOM BENJAMIN OC-26 SILVER SATIN SEMIGLOSS ECO SPECS INTERIOR OF FIN15H PAINT MORE GOATS IF NEEDED. CD ADDRESS: 26680 GLOUCESTER WAY OFFICE MOORS FINISH 316 LATEX LOW VOD. 10090 6 WALL PAINT IN OPEN CEILING CONDITIONS TO EXTEND TO I3 ALDERGROVE, BC. CANADA V4W 3V6 I ACRYLIC LATEX UNDER51DE OF DECK OR STRUCTURE ABOVE. o a TEL: 118.549.'1052 5 OF r �00� P_4 WALL BASE/1RIM BENJAMIN OC-25 CLOUD COYER SATIN FINISH ECO SPECS INTERIOR 7 WATER FEATURE FIN15H SCHEDULE 15 ON SHEET A520 SUPPLIED ° FAX- 6048510100 FIT-ROOMS MOORE LATEX LOW VOC. 1009- BY MILLWORK VENDOR, INSTALLED BY G.G. EMAIL: jennlferhalwardgbenjaminmoore.com ACRYLIC LATEX 5 ALL EXPOSED PIPING, DUCTWORK, REGISTERS, GONDUIT5, ALL WD-1 115? SF 24' x 24' x STOCK ROOM SUPPLIED P-5 FIT ROOM DOORS BENJAMIN TBD TSD SEMIGLOSS THREAD, OR ANY OTHER ITEMS EXPOSED IN GEILING AREAS Y DAL TILE NATIONAL ACCOUNT CONTACTS: RUB-1 RUBBER FLOORING EXPANKO REZTEG - JET EGG 1/8' C4MM) AND INSTALLED BY G.C. MOORE FINISH 316 DOORS PAINTED BY GLW SHALL BE PRINTED TO MATCH GEILING COLOUR UNLESS toto PROHIBITED BY BUILDING OR FIRE CODES. ItE a NATIONAL ACCOUNT: LULULEMON ATHLETICA DIRECT ORDER LINE: 1811b.GOLORb q TO ENSURE A SMOOTH LEVEL CONCRETE SUB-FLOOR A5 •,,, WEBSITE: htt //claltlle.com/ NEEDED FOR WOOD INSTALLATION. PROVIDE LEVELASTIG `= p TILE 1 FLOOR TILE DAL TILE COLOUR: NOIR LINEN P689 12' X 24' CONTACT NATIONAL STUDIO FINISHES LATEX FLAT NAME: KAREN FOURCHALK ACCOUNT, SUPPLY AND BENJAMIN 301-80 TINTED PRIMER TO BE (o.A.E.) WHERE REQUIRED TO ACHIEVE LEVEL SUB-FLOOR. o P-8 DOOR TO STOCK CHALKBOARD USED.G.G. TO PROVIDE 3 REFER TO MANUFACTURER SPECIFICATIONS FOR MORE NOTES: GROUT MAPEI KERACOLOR COLOUR: MAPEI *41 INSTALLED BY THE G.G. AREA MOORS INFORMATION AND MOISTURE REQUIREMENTS. VERIFY IN FIELD t3 TITLE: ARCHITECTURAL REPRESENTATIVE PAINT-BLACK GOATS OF PAINT MINIMUM. COMPANY: DAL TILE CHARCOAL PRIOR TO INSTALLATION OF FLOORING (TYP.) ;d PRIMER INTERIOR PAINTED BENJAMIN WHITE PRIMER ECO SPECS INTERIOR 10 TRANSITION PAINT DOLOURS ON AN INSIDE CORNER WHENEVER '-°° LATEX LOW VOC. 100% I> TEL: 6042518995 SURFACES MOORS SEALER 3"12 ACRYLIC LATEX POSSIBLE. � Ll CELL: 604861.1118 2• ALL EXPOSED PIPING, DUCTWORK, REGISTERS, 11 ALL AREAS $QUANTITIES ARE FOR DESIGN INTENT ONLY. THE CONDUITS, ALL THREAD, OR ANY OTHER ITEMSWALL TILE G.G. SHALL VERIFY ALL AREA 8 QUANTITIES REQUIRED PRIOR TO tot EXPOSED IN CEILING AREAS SHALL BE FAINTED TO BID. MATCH CEILING COLOUR UNLESS PROHIBITED BY BASE a O BUILDING OR FIRE CODES. MILLWORK VENDOR PAINT WHITE- P-4 ECO-SPEC 4' TALL X ' THICK- ALL `SOTS t ° Q J 3.G.C. t0 ENSURE A SMOOTH LEVEL CONCRETE B-1 WOOD BASE CsLW INTERIOR LATEX SEMI GLOSS 316 'c 0 SUB-FLOOR AS NEEDED FOR WOOD INSTALLATION. LOW YOC 1009AREAS W/ WOOD FLOOR ', ACRYLIC - PROVIDE LEVELASTIC(OA.E.)WHERE REQUIRED TO D KEYNOTE 5YMB0L ACHIEVE LEVEL SUB-FLOORREFER TO MANUFACTURER ST. GERMAIN6' X 24' GOLORBODY PORCELAIN MOULDING ;° SPECIFICATIONS FOR MORE INFORMATION AND g-4 CERAMIC TILE BASE AMERICAN OLEAN COLOUR NOIR SE68 TILE O MOULDING STAR MOULDING 'CASING' PAINT P-4 1-1/4' X MOISTURE REQUIREMENTS. VERIFY IN FIELD PRIOR TO M 1 t TRIM COMPANY STAR 5-1/8' t INSTALLATION OF FLOORING (TYP.) SUPPLIED BY 0164 VERIFY Ir B-2 VINYL BASE JOHNSONITE 40 BLACK 4' HEIGHT STORAGE, WASHROOM, GLW LENGTHS ?3 UTILITY ROOM AREAS- IF 3 TILE START CENTRED BETWEEN DOORS. THREE FULL TILES INTO NEEDED WALLS THE STORE TO ALIGN WITH THE EDGE OF THE DOOR FRAME. I° r WALL COVERING TBD TBD TBD PERIMETER OF THE C C NO WC-1 4 MANNEQUIN PLATFORM FURNISHED BY OWNER G.G. CIRCLE E o 4 ' O SALES SALES AREA INET. BY 0 1. PAINTS ARE BY BENJAMIN MOORE (NO SUBSTITUTIONS) IF NOT PROVIDED THEY WILL BE ISSUED AS BULLETIN DURING GG. ONE) INSTALLED BY OWNER, G.G. IRGLE ONE) _ CONSTRUCTION WALL COVERING AT WALLS OF FIT ROOMS AN 5 G.G. TO INSTALL A WATERPROOF MEMBRANE UNDER THE TILE IN 'L' 4 a a a a 2. PRIMER TO BE USED ALWAYS AND PROVIDE MIN. TWO COATS OF FINISH PAINT MORE GOATS IF NEEDED WG-2 FIT ROOMS AND tBD TBD TBD FACE OF CASH DESK. THE TOILET ROOMS. MEMBRANE TO EXTEND UP WALLS A MIN. OF 4 t 3. WALL PAINT IN OPEN CEILING CONDITIONS TO EXTEND TO UNDERSIDE OF DECK OR STRUCTURE ABOVE CASH DESK INSTALLED BY G.C. tN METAL CORNER TBP TBD WHITE 'x Xz' FULL INSTALLED BY G.G. ON GNR TRIM HEIGHT ALL EXTERIOR CORNERS 7 SEE STOREFRONT SHEETS FOR STOREFRONT FINISHES. to OF WALLPAPER WHERE 8 PAINT TO MATCH EXISTING AND/OR REQUIRED LLD FIN15H THE MATERIAL CHANGES. s Cl DOOR AND DOOR FRAME FINISH TO MATCH ADJACENT WALL, TVP. t o NOTE: BOTH SIDESt_.. ° 4. DOORS AND FRAMES PAINTED TO MATCH WALL UNLESS SPECIFICALLY GALLED OUT. 10 MASONITE SHEETING TO BE INSTALLED ON ALL BOH WALLS UP TO :'2 5. ALL TILE TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS 48" AFF. ALL OUTSIDE CORNERS TO RECEIVE METAL OR HEAVY a : 6. INSTALL TILE ON FLOORS WITH STRAIGHT 1/4' GROUT JOINTS. DUTY FRP CORNER GUARDS UP TO HEIGHT OF 48". ALL OTHER tO ;: CORNERS WITH PAINT ONLY TO RECEIVE CLEAR PLASTIC CORNER t t 0 GUARDS WITH BACKS PAINTED TO MATCH WALL PAINT. HORIZONTAL TRANSITION BETWEEN MASONITE SHEETING Q GYPSUM t STOREFRONT FINISH SCH EUU L� BOARD TO BE TRANSITION STRIP. TRANSITION STRIP 3 SPECIFICATION 15 MARLITE F57 ° 0 TOP GAP. G.G. TO ALIGN �d MATERIAL MANUFACTURER COLOUR MODULE REMARKS EXPOSED SCREW HEADS HORIZONTALLY B VERTICALLY ALONG o LENGTH OF 5HEETING. SCREW SPECIFICATION IS TORR PAN HEAD TL-3To BE INSTALLED As BASE. SGREW#5 OR #10. o BLACK GRANITE TILE DAL TILE ABSOLUTE BLACK 4'x12' ALIGN GROUT LINES WITH MALL t" (POLISHED)G111 FLOORING. SUPPLIED AND t BLACK GROUT INSTALLED BY GG TL-2 WHITE MOSAIC TILE HAKATAI LUX SUNSHINE WHITE TO BE SUPPLIED BY to MOSAIC TILE, WHITE 5/8' x 5/8' LULULEMON. INSTALLED BY NON-SANDED GROUT G.C. r TOTAL AREA: 916 SF t° I FIT ROOMS ca�4��CJ �� GLz STOREFRONT GLAZING CLEAR E�LEVA ION. TO sE SUPPLIED AND IREFRONT I BY Cs.C. o O TEMPERED CLEAR STOREFRONT GLAZINCs. N PROVIDE SEALANT 6ETUEEN PANES t U ;N CEILING P-1 P-I CEILING3'-0'x10'-0' GLASS GLASS 6'-1-I/4'x 9'-0' INSTALLED BY THE G.C. c/w TO BE SUPPLIED AND DR - FLOORING WD-1 WD-1 FLOORING BO�ROMIPATCH K TH TOP AND OF'ENINCx HARDWARE. TEMPERED GLASS ° FRAMELESS DOORS c/w HOLD •,� BASEBOARD B-I B-I BASEBOARD OPEN DEVICE DASHED LINE DENOTES CROWN MOULDING M-1 M-1 CROWN MOULDING PMP PREFINISHED METAL ALUCOBOND COSMOS BLACK - 50 REFER TO TO BE SUPPLIED AND IN EXTENT OF WALLS TO PANEL ELEVATION. INSTALLED BY G.C. te RECEIVE MASONITE t INSTALLED OVER THE GRT WHITE-SANDED GROUT - - - GROUT TO BE BETWEEN o GWB. TO 48' AFF. MosAlc TILES tz PROVIDE SCHLUTER 6 I° tu �► 55R SCHLUTER STRIP SCHLUTER BRIGHT WHITE RAL 1900 SCHIENE A160 AT THE WC- O RONDEC SYSTEMSto :L TOP OF THE P.LAM. A611 tL) 0 6TOCK AREAP-5 -5 --- --- ul o WALLS P-2 --- BASEBOARD 5-2 ' i 10 I 1 WG-2 i i CNR i i � V FASCIA TO HAVE P-1 i o FLOORING RUB-1 i I N i P-5 \ i i FINISH i i t OPEN CEILING P-I 1 I U ili r 4'-0° i i FASCIA TO HAVE WC-1 I II i FINISH ON SALES SIDE AND to —� WC-3 ON FIT ROOM itE12 4d& GC TO PROVIDE I'x1' Ili -- i i UNDERSIDE OF FASCIA TO i i ~ to O n CORNER GUARDS ON ALL 1 1 I �I I I BE FD-I i 1 I— I- r EXTERIOR CORNERS IN I I I I CNR THE STOCK ROOM. I P-5 P-5 CORNER GUARD TO I 1 3 _ ' I i TL-2 p EXTEND TO 48' ABOVE I I 1 to > THE FINISHED FLOOR I 10 10 ' i DIRECTION I i WD-1 N WC-2 I OF WOOD I i MANNEQUIN PLATFORM DOOR TO HAVE P-8 i FLOORING. i ® I I FLOORING t ' ;o to FINISH ON BOTH SIDES W/ P-4 ON DOOR FRAME / I 1 TL-2tE CEILING ° 1= I I _ tV i v �y i' / ` I to EXI5TING AIDA RR - - GE 11.INC P-I I 9 I 1 I I I �� 10 - / i io FLOORING TILE 1 610 I 10 I �' V6to BASEBOARD 5-4 --------- ----- - --- ----- 1 z%=- =�7=z t------ 1 ,b I 0. WALLS P-3 I i WC-I / /. Eli t o 1881 D t0 LLL HJm8JZ5 I ______----__ --__ ---_�_ _ 1 .' ' LINE OF FLOORING ._ 1881CD FOR DD WNW L�— — -� I00 i TRANSITION FROM ISSIED FOR CD 41 MIS •N TO WOO 'sem . MALL D FLOOR, REFER TO 3 FOR PERMIT 1 /11 ----------------------------------- - ------'� 1/A611 I TL-2 TL-2 A�13 MALL TILE TO MATCH EXISTING ' WD-1 I° 5TAFF AREA OFFICE MANNEQUIN REFER TO ELEVATIONS FOR =° WALLS P-2 PLATFORM E+_2 WALLS LOCATION OF WC-2 FINISHto Scab NOTM BASEBOARD B-2 FLOORING B-2 BASEBOARD TO BE INSTALLED ON GASH I DESK Dazs: 13 uSt 201 TL-2 FLOORING RU5-1 CEILING RU5-1 FLOORING Dram g MW :V CEILING P-1 P-1 CEILING It �„ Gm/ TO to Job tvaba: 496WA42 3 t PrawIN: `o * I I FLAN TRUE ';m FLOOR FIN15H FLAN NORTH I ;N SCALE: 3/16' = 1'-0' Q. Q. 0 U &ENERAL NOTES a 1 ALL QUANTITIES SHOULD BE VERIFIED BY MILLWORK NUMB. FURNISHED INSTALLED SYMBOL DESCRIPTION SPECIFICATION QUANTITY BLOCKING REMARKS NUMB. FURNISHED INSTALL SYMBOL DESCRIPTION SPECIFICATION QUANTITY BLOCKING REMARKS VENDOR. PRIOR TO ORDERING AND INSTALLATION. G.G. TO I� CH Cr,ALL QUANTITIES OF MILLWORK UPON DELIVERY. •� GUBBY UNITS FLOOR FIXTURES IJ a 2 ALL WOODWORK ATTACHED TO THE PREMISES, BLOCKING, ! _ O 8 GUBBIES TOTAL GROUNDS, ETC–SHALL BE FIRE RETARDANT AND COMPLY GU MILLWORKER G.G. I I I I I I I 8 2 ROWS @ FR-FT-J MILLWORKER G.G. FOLDING TABLE - PANT l2"x21" WITH DRAWERS BELOW. 1-FF-FT-JR GUBBIES TO ARRIVE ON SITE A5 A ® WITH THE LANDLORD'S FIREPROOF GOVERNING BUILDING TOTAL 30" WALL TO ARRIVE ON SITE IN ONE PIECE SHELL, W/ 13 1/4" SHELVES 51 1/2" CODE REQUIREMENTS. 3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ¢ N O MILLWORKER G.G. -COTTON TABLE 45 1/2" BY 52 1/2" WITH GUBBIES 1-FF-CT-3G Io FF GT-3G CONDITIONS AT THE JOB SITE AND NOTIFY LULULEMON'5 a 3 TIER WITH GUBBIESPROJECT MANAGER AS TO ANY DISCREPANCIESo "' °' o 5LATWALL IMMEDIATELY. c i� FF GT-1 ALL MILLWORK HARDWARE TO BE FURNISHED BY LLL AND 13 o^ o 1 -- I 1-FF-CT-1 4 o MILLWORKER G.G. TO ARRIVE A5 A FULL PANEL WITH 5W-8'-6" SEE DETAIL SLATWALL=WHITE MEL. FINISH INSTALLED BY MILLWORK CONTRACTOR. SLAT WALL FRAME ATTACHED. SW-13'-0" 4/A820 WITH WHITE ALUM. POWER BAR 5 MILLWORK 15 TO BE HANDLED UNDER SEPARATE CONTRACT 5W-1q'-6" AND WHITE SCREWS. 3" TRIM BY TENANT. G.G. TO COORDINATE SCHEDULING WITH o INCLUDED ON EACH SIDE MILLWORKER. REFER TO RESPONSIBILITY SCHEDULE ON o SHEET 6002. E� 6 G.G. TO PROVIDE ONE (1) ROW OF 12" x 206A STRAP FF-MR MID RACK TO ARRIVE ON SITE IN ONE BLOCKING AT ALL WALLS IN THE F.O.H. SALES AREA AT 30" MILLWORKER G.G. PIECE 2 AND 80" A.F.F. TO CENTRELINEH Fr :r WALL FIXTURES - 0 WF-BB MILLWORKER G.G. BASEBOARD V.I.F. KEYNOTES 3 i� WF-GM MILLWORKER G.G. GROWN V.I.F. / n MOULDING - KEYNOTE SYMBOL `;a Q G.G. TO PROVIDE GLAZING WF-MI-4' SEE DETAIL SEE ELEVATION FOR 1 DISPLAY SYSTEM TRACKS SPACED EVENLY 12" O.G. FURNISH o �- F-MI-XX-M- MILLWORKER G.G. FEATURE MIRROR -WALLBY OWNER AND INSTALLED BY G.G. G.G. TO PROVIDE 8/A820 MOUNTING HEIGHT 4-FR-SU :e FR-SU MILLWORKER G.G. UFIT EE ROOM - STANDARD CLOSETS IN BACK CORNER BLOCKING IN CEILING AS REQUIRED. SEE SHEET A820. ?o 0 3 EXISTING COLUMN. LOCATION TO BE VERIFIED IN FIELD BY G.G. ; '1 i� FR-AD CUSTOM BARRIER-FREE 1 FR-ADA SEE SHEET A810 4 RELOGAT EXISTING OR NEW (CIRCLE ONE) ELEGTRIGAL MILLWORKER G.G. :> / FIT ROOM W/DOOR PANELS. SEE ELECTRICAL DRAWINGS. ;o 5 SWITCH BANK. SEE ELECTRICAL DRAWINGS. (0 MANNEQUIN PLATFORM FURNISHED BY OWNER, G.G. CIRCLE 5 — ONE) INSTALLED BY OWNER G.G. CIRCLE ONE) `•L ;U -7 SAFE TO BE INSTALLED IN GASH WRAP BY G.G. 3 FR-MIITTING ROOM MIRROR 2 8 GOAT HOOKS TO BE FURNISHED AND INSTALLED BY G.G. j�L0 r r WF-BW BACK WRAP TO ARRIVE ON SITE AS FULL SIZE WF-BW-82 SEE DETAIL G.G. TO SUPPLY ELEGTRIGAL O.G.OGO.C. C C C MILLWORKER G.G. INSTALL AT ROWS STACKED ONE ABOVE ANOTHER WITH BACK PANEL WITH FRAME SHOP 2/A820 SERVICE TO BOTH THE ATTACHED. WF GD-82 GASHWRAP AND THE BACK BOH FIXTURES MOUNTING HEIGHTS AT 40" A.F.F. AND 74" A.F.F. TO CENTRE ;•o 0 ° 0 �❑ y WRAP AS REQUIRED DOST HOOK. THE FOLLOWING SPECS ARE LISTED IN THE !a WF-GD __� GASH DESK BOF{_cy�_ r-----------7 BACK OF HOUSE 4' x 4' 1 MOUNT @ 3'-0" A.F.F. @ ORDER OF PREFERENCE: MFG: LIBERTY, MODEL: 131584, SIZE Iv MILLWORKER G.G. L___________� :° 4 4 4 4 4 SLATWALL BOTTOM EDGE, U.N.O. 19", MFG: BRAINERD, MODEL R46121Y-W5N-L, SIZE: 27", MFG: 1 SEE DETAIL PLUMBING FIXTURES AND LIBERTY, MODEL: 13125, SIZE 18 1/2" !N K MILLWORKER G.G. u O KITCHENETTE QED 11/A820 INSTALLATION BY G.G. G LADDER HOOK TO BE FURN15HEU AND INSTALLED BY G.G. INSTALL AT 8'-0" A.F.F. SPEC: GROWN BOLT-75LB j BOH-MD MILLWORKER G.G. MANAGER'S DESK 1 DOUBLE-ARM SUPER HOOK MODEL: 18044 •; � T 10 MIRROR SUPPLIED AND INSTALLED BY G.G. o a d 1 G.G. G.G. MANNEQUIN PLATFORM SEE SHEET A113 FOR DETAILS." 2 BOH-PG MILLWORKER G.G. PRINTER TABLE 12 NO GAP AT GUBBY AND WALL. GUT TOP TO FIT. j o F> ^ MP-MP O • - BOH GH G.G. G.G. �naaan� GOAT HOOKS 2 SEE DETAIL WHAT'S HAPPENING `o WF-WHB MILLWORKER G.G. SEE DETAIL 3/A820 10 B0ARD6/A820 3 u BOH-RD SHELVING SHELVING RECEIVING DESK 1 DISPLAY RODS SPACED EVENLY AT 6" O.G. 3 SETS SEE DETAIL LENGTH TO MATCH ADJACENT VENDOR VENDOR c MILLWORKER G.G. ______ __ 3/A820 TRACK LIGHT SYSTEM 15 G.G. TO VERIFY ALL FIELD DIMENSIONS AND COORDINATE ; BOH-FT G.G. G.G. L –� RUBBERMAID FAST 48" WALL MOUNTED RAIL AND 2 1 SEE DETAIL WITH FIXTURE VENDOR. TRACK STORAGE HORIZ. BIKE HOOKS 7/A820 O ;r ;o NOTE: ADD AN ASTERISK TO ALL MILLWORK CODES (BEFORE & AFTER TAG) TO INDICATE WHEN A MILLWORK COMPONENT IS CUSTOM OR WHEN A DIMENSION 15 MODIFIED TO ADDRESS A SPECIFIC SITE CONDITION. BOH-GU SHELVING SHELVING STAFF GUBBY 4'-3"W X 1'-4"D X �'-5"H 1 VENDOR VENDOR o •.� I too i` m I L ;O ;O ;N :N ;O ;U ;N ;V ;U ;o ;U .N t� 1 3 ,r :N A811 3 3° MIN. 2 to _0. MIN. 11'-3' HOLD ,to o tl ' II II L--------------------- I 3 — _____ _ _ _ _ •— 10 FR-MI II U tQ r -------i 5( WF-MI-4' I w i 1 4'-0" 11 112 FF-MR 0 -� � `•LILI � 1 I `� l.0 tu --—---14 ' 3 ROOMSFlt I I n 3 `a I II I d) I /'(pFR-Ft-JR i i i Z I E FF-MR o ;y I / I I tp L_ STOCK I U1 I I I o AREA 10 FR-MI i i I U SALES o O It AREAtz t zu uI 1 o > ;L N 4 36 = I FR-SU FR- 15 IQ i "`0 o ' ------------- I I , I 15 tIl I `9 .- ' I I toE io 1 I 15 i � j 1 o X I Ito �, ;L OFFICE I I I '� � Y/ i io — — STAFF i----i' ' S0H-PC I ��o %,i' \ / 'oIL to ' i EXISTINCs ` .. / Fi 42 i ADA RR tt 1 1�I 1. ❑❑ _ { m •U 1: Lit 00 to W C TO LF Wam WF-DS ?oMW FOR DO WA"m to WF-WHB H-G 00 ;i;' 3 ISSIW FOR CD NJI09/1,5 ;C — t3 . FORNrmm LOCATION OF 8 SERVER 6 1 3 3'-8' 3'-0' Ic CA5MET TO 5E N. ta INSTALLED. €o to:N t. :L ;U ;O is< SCT AS NOTED Date 13 AAAuet 201 Dram D+ MA/ W a CaL/ TO Job Nalbm 496WA" to Drawing: im FIXTURE PLAN TRUE NORTH SCALE: 3/16' 1'-0' €N o I c T n 0 U N GENERAL NOTES ic 1 5EE A140 FOR 5FACING AND EXACT LOCATIONS OF ALL WALL FIXTURES. rt jU 2 VERIFY ALL FAINT COLOR LOCATIONS ON SHEET A130. NOTIFY LULULEMON iJ Q GM OF ANY 0ONFLICT5 BEFORE FROCEEDING WITH FAINTING. o — p U p 3 NOTE: SEE SHEET A120 FOR LIGHT FIXTURE LOCATIONS. i, 1E t0 U O o to S h KEYNOTES to U/s DECK YIF U/S DECK YIFto c = p o � :�E El - KEYNOTE SYMBOL t3 o c o tc tc o r a ANGLED WALL 1 MANNEQUIN PLATFORM N1514ED BY OWNER, G. (GIRGLE ONE) INSTALLED BY OWNER, G.G. (CIRCLE ONE) '-a EMERGENCY EMERGENCY I EMERGENCY 2 FIRE EXTINGUISHER MOUNTED AT 3'-6" ABOVE FLOOR MAX. TRAVEL !; LIGHT WC-1 LIGHT TL-2 I WC-1 LIGHT TL-2 DISTANCE BETWEEN FIRE EXTINGUISHER —"15 FT. 5FEC: 'sY i� N :N 4 TRACK LIGHT SURFACE MOUNTED. I X M-1 4 4 M-I EXIT SIGN ELECTRICAL OUTLET/COVERFLATE. COORDINATE WITH ELECTRICAL. 11 10 -0- _________ ____ U/cJ U/S GIU5 ,L 111 ''''-- '-- } U/S GUJB o 0 0 0 FO-0-1 'sem _ :o 0 Lz _ O / \ _ Q EQ AMS 3004 INSTALLATION NOTES pe X ...........11i "E., A STA INSIDE OVERHEAD \ I. EAS COMPONENTS tS IN LLE DE VER E D ;, / 1 E P EN D :.� „ ......... :' ,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,, to SOFFIT I t A A °t RE 1 1 PROVIDE 24 x24 ACC PANEL. 2. G.C..C. TO E P EL G DE 0 2 PR o 1 - ;o Q PROVIDE 120YAG GA - - 3. G.C..C. TO DEDICATED ED R G DE E remao – / 61 PR 8a y,. .,�:,: ION. - =�`� =_`-=_=� 90 0 CONTROLLER LOCATION. U X At 4 R LLER L D PLE I II: '.� t3/4' 1 _ g 3 —— Y B - NCH GUT G.C.C. TO 4. GDEEP TRE 6� 61 4 ;a i� I -- 3 I H IN s - V CON Ult U ST G G D /P LL R PR DE / 4 0 ;z f T A A FO GONG STU INTO SOFF E LED BRED RE R tl1 Ip „'lY” 1` 1 As cA s 1 `fir 'CV E BL E II :r I � -- ' COMPONENTS AN -- `:� PROVIDE A EAS C M ON 6. TYCO TO ALL P E D :altl;; ,;;; :.:: :: :, PR DE r I: II: FLOOR TEMPLATES. :r _ 8 L R Ip rc � e I- 0 -ID 0 -0 �`+ son FIN. FLR FIN. FLR 0 0 WF-CU-4 B-1 SW-19'-6' 6 MP-MP SW-13'-0' B-I 6 MP-MP sa C � � � a a a a a ;U ;d .d N ELEVATION E � ELEVATION 8 (�>SCALE: _1/4' = 1'-0' SCALE: 1/4' 1'-0' to pf�u+ io @ t0 18'-1° AMC-1060 SPEAKER_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :O U/S DECK VIP ZE9040 CONTROLLER U/S DECK VIF :C I TL-2 ;o ;U t. I10 CAPACITOR BOARD CONTROLLER I o EMERGENCY AN LED W LLtu TL-2 LIGHT WC-1 ;L t� 4 M'1 111_01 M-I EXIT SIGN 4 111_0° o ' N l,l/S G1.0 B + 3. o n 1 3 VI 0• L. I 6 -9�4 I GLZ GLZ1. GLZ G.G. TO PROVIDE1M / \ ;U GLz G O 0 24'x24' ACCESS GLz GLz 2 / \ GLZ tu PANEL OF to A21 \ INSTALLATION \ AMORPHOUS ANTENNA RECEIVERSEQ E L ART .. .. 0 AND SERVICE OF �® / (2 EACH SIDE) TO BE INSTALLED " EAS EG2UIPMENT INSIDE I STICK OF RACEWAY AND SIM SIM a� TY. - O INSIDE WA CAVI ;` - -: '�-,�-� •'�•_ \ CONCEALED V/ ON U/S OF GWB � _ / E LED DE LL CEILING. PAINT 2 2 ROUTED TO ZE9040 CONTROLLER "` �` A210 0 A210 I=° r 2 TO MATCH COMMON ON BOTH SIDES OF DOOR. \ / 'sem CEILING FINISH it 10 'C 1 1 0 I - I 1 J 1 ti I 1 1 (V \ -0 - 0 -0 is :o O IN. FLR FIN. FLR `m � .� B-1 WF-WHB 6 WF-CD-82 6 WF-BW-82 MP-MP MP-MP --------------------------------------_-- V WIDE x 3/4' DEEP TRENCH CUT REFER TO FLOOR 2 �- ELEVATION DELEVATION ,4 TRENCHING TEMPLATE FOR LAYOUT. TRENCH WILL CONTINUE d D SCALE: I/4' = 1'-0' SCALE: 1/4' = 1'-0' BEYOND TEMPLATE TO EXIT ROUTE OF ANTENNA COIL. >` DIRECT BURIAL RATED TRANSMIT COIT ROUTED INSIDE Etu O OVERALL WIDTH 5/8' WIDE X 3/4' DEEP FLOOR TRENCH. CONTINUES -c DEPENDS D WIDTH OF AROUND INTERNAL WALL AROUND THE PERIMETER OF fT DOOR UP TO CAP BOARD ENCLOSURE. o �y ;L t o ;C t O r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18'-1' II 3/8 IS GA. to � •{«Qjn�(/ 1'-11 1/4' g :E U/S DECK IF L� — — — — J 2' io FRTW BETWEEN MTL to 2' STUDS AND RACEWAY FLOOR TRENCHING DIMENSIONS L---------------------- , L EMERGENCY I — LTTTT ra h' Z I LIGHT WG-1 r 3/4' FURRING STRIP I \� F N F I Io F e- g/e' Gum --- --- ------------------------------------- ;w M-1 1-1/4'x5/8'AMS-3004 Ito I ---- I I i ISbtp t0 U.1. 14/V ✓15 4 11'-0' RACEWAY i ii WWFORPP WNW U/S GIUB , I I I I I 0 o E I IN 18 "Fm CD 1 AMS 3/ � II II I II I --- 6 4 — . II -__- ________________________________ I1 II I � --------------- — %-- 1 I I .. ................................... 1 3/4' SCHLUTER -BLACK I I i 0 A210 B X %:...., 9 -43/4 I I I I 1 1 t c ............".,"-......................... I I I I 1 I r / I „ i i I I II \ I II I - ART I :: I \ . I I, ----------------------- I D I o .1............................ I DIRECt BURIAL RATED ----------------- ---------- Y I I I I t�1 .................... i I I I I - --------- -- -------------------- -------- - �::.......................... I 0 I II ANTENNA COILS ROUTED L I 1 i , I ® ® ® ® -= - II INSIDE FLOOR TRENCH , .............. I OMEN �O — II II ... .,.,.,., .. ., Y::ito FIT*SIG - _= II UNDER FINISHED FLOOR :. - •::...... :.: EI I . \ II II I -_ II I I 9 it sl :.....::.:::::::.................:: I ,AREA. = II I I MATERIAL _ � I � ;� Scab AS hl tD �0 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, i /, \\ :I .� II II /,- _�\ J I I X210 Go 11 a iJ 1:::::::::::::::::1:.... I ,� \\ _ j l I j / \ o o I Dd i 13 �Y 2014 a::.::::::::,.....::::...:.,. I I I AMS-3.004 S,4WCUT I I ®< __ iA i i LEADING TO RACEWAY 0. Ord■�I Bys SN ' f + + �• + + it . ..................... II II I `1---,i ,. -_ II II __ __ + + + + + ------ _--Sg ----- },• •\\ _= 0,_0° II II STOREFRONT DOOR II -- -- I -- -- = D❑• ISL/ TD II II o> Job Nwbam 49690/14 13 WF-BW-82 B-1 SW-8'-6' 4 WF-CU-4 ii i, AMS-3004 ONE STICK OF AMS-3004 WF-CD-82 820 II II RACEWAY INSTALLED IN preWlt�: TRANSMITTER GABLEtc II II WALL CAVITY. EACH ° TRUE RACEWAY CONTAINS TWO Im ELEVATION C EAS RACEWAY INSTALLATION FLAN DETAIL KEW PLAN NORTH AMORPHOUS RECEIVER N C SCALE: 1/4' 1'-0' &;CALEI 6' = I'-0' 1 SCALE: 1/8' = '11*y ANTENNAS. o T O. O V N GENERAL NOTES tc I� 1 SEE A140 FOR 5PACING AND EXACT LOCATIONS OF ALL MALL FIXTURES 2 VERIFY ALL PAINT COLOR LOCATIONS ON SHEET A130. NOTIFY LULULEMON a GM OF ANY CONFLICTS BEFORE PROCEEDING WITH PAINTING. j o C) o P-2 P-2 3 SEE SHEET A120 FOR LIGHT FIXTURE LOCATIONS. I0° 4 SEE A520 FOR BLOCKING DETAILS. '° o 1 C < a KEVIN OTES a 11 ; U/S DECK VIF U/S DECKYIF C3 a � 111 jl - KEYNOTE SYMBOL 1 I ;c o `" < to 1 I 1 I :rn 1 I 2 FLUORESCENT STRIP HUNG FROM STRUCTURE. 1 1 ;3 2 2 111 2 2 2 2 2 4 FIXED SHELVING BY OWNER t 0 1 1 iy 1 I 7 GOAT HOOKS TO BE FURNISHED AND INSTALLED BY G.G. INSTALL AT ROW5 4'-0' 4'-0' 11 j STACKED ONE ABOVE ANOTHER WITH MOUNTING HEIGHTS AT 40" A.F.F. AND 1 1 74" A.F.F. TO CENTER OF COST HOOK. THE FOLLOWING SPEC'5 ARE LISTED IN THE ORDER OF PREFERENCE: MFG: LIBERTY, MODEL: 131554, SIZE 1G", i3 j 8 MFG: BRAINERD, MODEL R46121Y-W5N-L, 51ZE: 27 , MFG: LIBERTY, MODEL: 'o .: :: PEN TO I 13125, 51ZE 15 1/2" 0 0 1� ExIT EXI 8 LADDER HOOK TO BE FURNISHED AND INSTALLED BY G.G. INSTALL AT 8'-O" ',to � Q ;;;;'_:_::::::::::_:':: StI F2 -; A.F.F. SPEC: GROWN BOLT 75LB DOUBLE-ARM SUPER HOOK, MODEL: 15044 X - X 9 STANDARD HEAVY DUTY SHELVING FURNISHED BY 6LW, INSTALLED BY G.G. ° WALL / / b 0 II- SEE BLOCKING DETAIL ON A520. I o 4 4 4 , 1 PROTECTION / 4 / '0 p 1 / - N 23 LL 10 SLOT BRACKET. �S O J WALL 4'-0' I 1 0 REFER TO / / - 11 OFFICE DESK FURN15HED BY OWNER AND INSTALLED BY 6.C. PROTECtfON i 11 r N A/130 / / SEE BLOCKING DETAIL A820. 7C tC REFER TO j 3'-8' 11 \ / / 12 51N6LE CONTROL KITCHEN SINK FAUCET EKLAY/LKD2423BH FURNISHED AND io Il+ ll+ 1- A/130 i i 11 ® \� DOOR t0 \ I - INSTALLED BY G.G. REFER TO PLUMBING DRAWINGS L 0 0 I I \ 13 SINK, ELKAY #LR-1517-2 FURNISHED AND INSTALLED BY O.G. to 1 MANNEQUIN \ i i \ �' I `I DISPLAY \ I I \ C i o r Ill I 15 MICROWAVE FURNISHED BY OWNER. 1 01-01 \ \ 0'-0' r rin r 1116 MINI FRIDGE FURNISHED BY OWNER. C C FIN• FLR DOOR TO DOOR TO 21 FIN. FLR 17 KITCHENETTE COUNTER FURN15HEO BY MILLWORKER, INSTALLED BY G.G. to C BOH-RD BON-Ft B-2 BOH-MD EGRESS BOH-RD SALES BOH-CH B-2 BOH-CU SEE BLOCKING DETAIL ON A820. ;a (� 15 LV SERVER CABINET MODEL MIDDLE ATLANTIC DWR-12-22. REFER TO i� •o aaaaa ELECTRICAL 0W55. FOR POWER REQUIREMENTS. FURNISHED BY OWNER, to INSTALLED BY G.G. t a ;° 19 PROVIDE 3/ DIA. CONDUIT TO TELEPHONE BOARD WITH PULL 57RING BY G.G. ELEVATION ELEVATION SEE E5,0tc EYSCALE: 20 TELEPHONE BOARD - 5EE ELEGTRIGAL DRAWINGS. IL21 DUPLEX OUTLET 5EE ELEGTRIGAL DRAWINGS 1/4' = 1'-0' SCALE: 1/4' = 1'-0' 22 16 QUAD OUTLET AND DATA JAKE @ 15" A.F.F. SEE ELECTRICAL DRAWINGS to FOR GIRCUI7IN6. 5 23 FIRE EXTINGUI5HER MOUNTED AT 3'-6" ABOVE FLOOR MAX. TRAVEL DISTANCE BETWEEN FIRE EXTINGUISHER -75 FT. 'a 24 SPEED BRACE FURNISHED BY FIXTURE VENDOR AND INSTALLED BY FIXTURE ° INSTALLER WHEN NEEDED FOR ADDITIONAL SUPPORT. I-0 P-2 P-2 P-2 25 (3) 2" GROMMETS ALONG EACH WALL AND CENTERED. G.G. TO PROVIDE 2 %2" PLASTIC GROMMET COVER IN COUNTER TOP. C 3 � U/S DECK YIF U/S DECK VIF 11 1 U/S DECK YIF 1 I 25 3/4" FRT PLYWD SURFACE BLOGKIN6 I 1 I ;U 1 1 1 I V I J 1 I ;O 2 2 2 2 2 1 ;r 1 I :0 1 1 Ep 11 I to la I 1 1 ;0 i i n n n 11 I ;1 4 -0 41-01 -0 WALL PROTECTIONt CL 1 1 REFER TO A/130 OPEN TO '° :U ul ----------- .------- \` sTCfG [toZ ----------i A IA to X i ----- ----- WALL PROTECTION X Iff i X - - N 0 I I I REFER TO A/130 0 I 1 0 O ------------ I / 4 / 4 4 4 4 4 4 4 I n I 1 cv .c ELECTRICA I � 1 1to — j ----- ----- I / SERVICES i — a JN-1 i ----- ----- 0 // 0 � I 11 j z° - nun- I - --- � \\ 28 Z\ I 1 1 to ® ' \ 01-01 I 0'-0° 1 1 0 -0' O is ;v_ !m FIN. FLR I R R ;° � ---------OX,-------- —'4� 21 DOOR TO 21 �� RESTROOM B_2 B-2 B-2 ,� �- i BOH-K BOH-MD ,o A B :o toV ?a A212 A212 :� U .s O ELEVATION ELEVATION ELEVATION A r A SCALE: 1/4' 1'-0' SCALE: I/4' = 1'-0' &��ALE: 1/4' I'-0' t ;o } ;to L , L 0 ` di ;c / .^ ° "JW[ U/S DECK YIF EQ EQ 41 _ `E +s— ;o -- — — — , r --- -- r��r—r Ilu - - 9 I / --------------------- .l.L� J ,O 4'-10" F r I r I -- ......_.. J L r .° I I 2 10 9 r I t �"`= � I I I I (o II .__.....................__ .................................. . _ * I`u I II tN 1OUl 1�N 21 61 � II iH I : _� : 8 _� .... - 2Ito II co 14' ----------------•-- ......... ......_ - - — 3 15 I / I i L ; 188LED FOR CD � 0 B I v 188LED FOR PERMIT X m 21 m m _. I I a B = _ -_____..__.___ ..__ n 1I :.............. �.................�...... `t A212 K �. , _ - T ININE II 1� 16 ��, - 12 o 7 F 13_ _ Q 13 L® ® s� Salm As NG q HOLD 2 m cn ® 0 0mm ❑ 24 � � I �� _ � ••°�,.. Daus � tjSt Z0� © ©m N 11 ' I I I ❑D ' 21 �n 22 _� B-2 Drawl Sys MA/ SH N 21 — —J Owdwd Pjs TO 0'-0' O'-0' AFF. O'-0' AFF. REFER TO B/A212 REF=ER TO A/A212 :a �'/ FIN. FOR CONCRETE CONCRETE FOR OFFICE DESK FOR KITCHENETTE Wla�ber: � � BOH-Cu 8-2 5'-an B-2 F N,SHED FLOOR 3'-an F NISHED FLOOR ELEVATION ELEVATION €� VERIFY W/ PLAN CLEAR -j Drawing: :o TRUE !m ELEVATION (� OFFICE ELEVATION KITCIHIENETTE ELEVATION KED' PLAN NORTH :N i0 SCALE: 1/4' = 1'-0' SCALE: 1/4' = 1'-0' scALE: I/4' = 1'-0' 0 U N COMPLIANT TACTILE TOILET ROOM SIGNAGE Q 1 1/4" O.D. GRAB BARS W./ GENERAL NOTES CONGEALED FASTENERS �C IDENTIFICATION FOR ROOM NUMBERS, TOILET ROOMSol 1 REFER TO ENGINEERED PLUMBING DRAYNIN65 S SPECIFICATIONS FOR TOILET, LAVATORY, AND MOP SINK FIXTURE SPECIFICATIONS. PLUMBING FIXTURES AND I_ a 5'-O" ACCESSORIES ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND o o Z b FIRE ALARM, THERM05TAT PLUMBING 5UB-CONTRACTOR PRIOR TO THE ORDERING OF ANY FIXTURES FOR W 4'-6" 3' 24' 12'vo QUANTITIES, SPECIFICATIONS, AND LOCATIONS. t- `o= o LEVER -1 H 4'-0" WINDOW LEVERS MEN s MIN 2 , r1 2 ALL MOUNTING HEI6HT5 AND CLEARANCES INDICATED ARE BASED ON IBC AND y s �•/ v HANDLE — 1 Q X '4 - LOCAL 6UIDELINE5 I t 0Lu 3'-O" DOOR LEVERS °' .6 0 X , _ 3 PROVIDE ALL NECESSARY BLOCKING AS REQUIRED FOR TOILET ROOM Iz - Q 0 X Q - X Q X ACCESSORIES IN ACCORDANCE WITH OBC AND CAN GSA 565. ?'3 o 0 MEN WOMEN 0 (� 1'-6" OUTLETS ' Q tti Q �, X a► ,� Z 4 PROVIDE SP "P" TRAP WRAPS AT ALL EXPOSED GOLD WATER B HOT WATER to a .. .. ttl (q r M E m — SUPPLIES AT BARRIER-FREE LAVATORY LOCATIONS. _cq() 37 DOOR MOUNTED ACCESSIBILITY SIGNAGE ALL SIGNAGE , SIDE REACH SHALL CONFORM WITH IBC AS WELL AS ALL LOCAL "ZONE OF REACH" FORWARD REACH TYP. HAND DRYER MIRROR TOILET TOILET W/ 18 LAVATORIES t GUIDELINES 5-0" CLEAR SIGN PAPER GRAB BARS 4'-O" CLEAR SPACE REQ'D to SPACE REOV DISPENSER NOTE: GRAB BARS SHALL COMPLY WITH IBC KEYNOTES to t= COMPLIANT WALL MOUNTED DIRECTIONAL TACTILE TOILET - KEYNOTE SYMBOL o ROOM SIGNAGE D ,L W I 3 GG TO VERIFY IF ALL EXISTING FIXTURES 1 TILE STARTING POINT CENTRED AT DOOR U T ARE COMPLIANT PER THE CODE 2 G.G. TO INSTALL A WATER PROOF MEMBRANE UNDER THE TILE IN THE TOILET ;o F 6" REQUIREMENTS ABOVE. GG TO NOTIFYW1> (� ROOMS. MEMBRANE TO EXTEND UP WALLS A MIN. OF 4'-0" AFF t> TEAM IF OTHERWI5E. O Z • � h I P T O I E� F to W I � 0 0 X � W � � 06 .F. RESTROOMS (p p I - F G O I I r 7 WALL SCONCE TO BE CENTRED OVER MIRROR ;�O — _ — —O I tl ;U WALL MOUNTED TOILET ROOM DIRECTIONAL SIGNAGE ALL DIRECTIONAL SIGNAGE SHALL CONFORM WITH IBC AS WELL - '� r C C AS ALL LOCAL GUIDELINES CC+ V 11 PROVIDE SILICONE SEALANT AT TRANSITIONS FROM TILE TO BASE AND FRP TO I o 0 U RIM OF SINK t `t T F _ �w F. I to aaaaa I I F Z11117 y ACCESSORY SCHEDULE r O I I tc NO. ITEM MFG. NO. P G ( ( " iz ;•o in o 1 W F �(� ALL MOUNTED ACCE551BILITY 5IGNA&E o .7 r iTr� r T-2 51NGLE ROLL T155UE DISPENSER - RECESSED # B-6637 tL . T-3 5URFAGE MOUNTED PAPER TOWEL #5-262 tir '3 ry DISPENSER MCF SINK ELEVATION — Ato T-424"x36" MIRROR W/5.5. FRAME (PROVIDE # B-290 2436 3 .tc o TEMPERED 6LA55 WHERE REQUIRED) SCALE: I/2' = 1'-0' 1° ;U .0 t to to.y T-6 TOILET-KOHLER SEE P-520 t o K-3589 o tra r t :O T-8 GOAT HOOK (BARRIER-FREE) #B-6'72 WALL SCONCE DOOR MOUNTED MOUNT @ 40" A.F.F. 4 P-3 4 P_3 EXISTING WATERPROOF t 00 T-4 tto o ALL AGGESSORIE5 ARE 51FECIFIED A5 MANUFACTURED BY BOBRIGK UNLE55 GRAB BAR MEMBRANE 70 (1 NOTED OTHERWISE. TO REMAIN _ V 4'-0' AFF 16°-18' t. VIF VIP 70 / VIF VIP a tz EXISTING EXISTING tL a GRAB BAR LAVATORY t U TO REMAIN TO REMAIN tV lu T-6 t-6 0 11 NOTE: G.C. TO VERIFY EXISTING CONDITION OF ALL T_2 TOILET ROOM FIXTURES AND ACCESSORIES AND m WATERPROOF 4 REPORT BACK TO CONSULTANT FOR ANY FIXTURES DEEMED 'UNUSABLE' MEMBRANE TO 6, l — o► W n ■�� / V/ 4'-ON AFF ' a 's= .o tE EMERGENCY 16 L IGHT o O H RESTROOM I ELEVATION c 2 D RE STROOI„I ELEVATION E��4T I ON BOYH o �— .� Z � 1/2' = 1'-0' 2 C I —— — _ — SIDES o SCALE: SCALE: 1/2 - 1 -0 :L "-- - - • �' T-"hA o :E EXISTING LAVATORY TO REMAIN FL(E) t to Z i 2B i 6' o tc EXISTING FLOOR DRAIN/ W 2C 2A w CLEAN OUT T I `� A310t p TOLLL I�IIOEIR$ REMAIN N - - - - �� -� - T-3 .N p FOR DD Nr108M } 12' MIN. w - -- N 1881 FOR CP 14mBe SLOPED T-3 t_6 — io 3 1886ED FOR F>Wl1 Mmtn � cA e0 I ,� ) I'- (E) 3'-6' ta to EXISTING ,,. .;:.: o EXISTING 03 ,� GR,gB r:::::;:'<'` V IF V IF 1 r.::: LAVATORY � 0 � BARS TO TO REMAIN '.: t REMAIN to :t WATERPROOF WATERPROOF AS NOW MEMBRANE TO , MEMBRANE 70 r.:.:.:..........:.....:..... Pat& 13 Awust 1014 4'-0' AFF 4'-0' AFF vra■n e;p MAt %4 to O"&ad�e�p ceu TO j C Jr—Naim MM praWMg: C :o m RESTROOM ELEVATIONRESTROOI"I ELEY�4TION &tENNLARGED RESTROO"i TOILET FLAN N 2 �2�A SCALE: 1/2' = 1'-0' I SCALE: 1/2' = 1'-0' SCALE: 1/2' = 1'-0' S C T n o U N GENERAL NOTES U I� NOTE: POUR NEW CONCRETE REVIEW EXISTING FLOOR t -6.r-. TO COORDINATE W/ OVER SEALED 5TE60 CONSTRUCTION AND LOCATE ALL t" LANDLORD REQUIREMENTS WRAP AS SHOWN PIPING/CONDUIT PRIOR TO GORE 0 -' -OVERLAP NEW STEGO WRAP PIPE, REFER TO DRILLING THE FLOOR SYSTEM. GG 1 USE NO COMBUSTIBLE MATERIALS OVER SUSPENDED CEILING5. FIRE o o 6" OVER GUT PIECE AND TAPE MECH/ELECT. DWGS. RESPONSIBLE FOR ALL DAMAGE RETARDANT TREATMENTS WILL BE EXTENDED TO STRUCTURAL CEILING Em DOWELS ARE TO BE DRILLED AND THAT MAY OCCUR A5 A RESULT OF 1/5" MIN UL LISTED 5PEC5EAL MINERAL WOOL MIN WHEREVER REQUIRED FOR COMPLIANCE WITH CODE REQUIREMENTS. t o `o CORE DRILLING OR NEGLECTING TO A5200 FROM 1/2" ON DECK TO 4-7/8" THICK 2 USE MINIMUM 20 GAUGE METAL STUDS OR '7/5" METAL FURRING CHANNELS, ;_ ¢ cr EPDXYED AT ALL SLAB GUTS AND SURVEY THE FLOOR SYSTEM. 1/2" OVER GB. (PAINTED TO COMPRESSED INTO TYPE 4 5PAGING IN ACCORDANCE WITH LOCAL BUILDING REOUIREMENT5, 'c �, ¢ RE5ULTING PATCHES W ;° o v MATCH WALL.) DECK FLUTES NORMAL 5PAGING OF 16" O.G. FOR FRAMING PARTITIONS AND SIMILAR ' Q v d d4rd' d. G. CONSTRUCTION U.N.O. i W __ o 4 a d' ° <� ♦, �' a '4 v 9 4 ° a .d dd v 4 d e ° .d a d MINERAL WOOL o f 3 ALL INTERIOR PARTITIONS SHALL EXTEND 6" MIN. ABOVE HIGHE5T ADJACENT ?; o - TTT - :'` ' FINISHED CEILING, UNLESS SPECIFIED OTHERWISE. � °' Q - 0 _ " 4 ALL WALLS TO BE PREPARED FOR PAINT TO GYPSUM BOARD FINISH LEVELS `O —I I I I—_ SPECIFIED IN FINI5H SCHEDULE. REPAIR EXISTING ; CEILING TO MATCH ; ; 5 PROVIDE DIAGONAL BRAGING TO STRUCTURE ABOVE ALL DOORS, GLAZING o I "<' '`< :`: HEADS AND JAMB5 A5 REQUIRED TO MAKE ASSEMBLY RIGID. I —III-I _I I I=III—III—I —I I EXI5TING AROUND PENETRATION. PROVIDE ULC RATED FIRE 6 CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING INTEGRITY OF RATED ;w UNDER SLAB CONDUIT 8 PLUMBING STOPPING AROUND NEW PIPING PARTITIONS d STRUCTURE PARTICULARLY WHERE PENETRATED BY VARIOUS t X REFER TO ELECTRICAL &PLUMBING TO MEET OR EXCEED THE CONT. STUD TRACK WITH TRADES AND SERVICES. DRAWINGS FOR MORE INFORMATION EXISTING FIRE SEPARATION. 2" DEEP LEGS ATTACHEDL I TO DECK STEEL DECK 0 3 ;L JU 1=LOOS' 5LA5 PATCH DETAIL FLOOR FENET�4TION DETAIL DO NOT ANCHOR G.W.B. 3 1 1 �{ TO TOP DECK SCALE: 3/4' = I'-0' �t SCALE: 3/4' = I'-0' 6 SIM. •> 0 VARIES TYPICAL PARTITION CARRY PARTITION A510 o �- FULL-HEIGHT TO U.S. _ _ _ VARIES_ _ tA\ CONSTRUCTION. REFER TO PARTITION TYPES ONNOTE: DECKTHI5 SHEET AND REFERTHI5 DETAIL SHALL BE TYPICAL AT FIRE RATED PULLHEIGHT PARTITION5 THAT TERMINATE AT THE U.S. OF VARIES I > ILE A 51D OF IS G TO FLOOR PLANS FOR FLOORS DECKS d STRUCTURE T.O. PARTITION CEILING PLANE (TYP.) { REFER TO PARTITION TYPES C.O MN , TYP AL AL LOCATIONS REFER TO RCP FOR „ � ;> VARIES `O :, I ..,�. •h` FOR CONSTRUCTION GA N5. i i CEILING INFO. - �Q �i - ;� {.. I U.S G.W.B. ; _0 8� I I 5/8" G.W.B. ON BOTH I I CEILING /8" AT ANN - P OVI 1- 5IDE5 OF 3 5/5", 20 3 { I 5/ 5TU INS FI RIN r r O B 5T LED ON FA AvaGO G MTL. STUDS @ 16" C C TEMP 3/4" PLYWOOD A5 CONT. STUD TRACK WITH N USE 5/8" M.R. G.W.B. ON \ 'c; e e PLACE HOLDER FOR FINISH ( 5T GTU L 5 EL LU 2" DEEP LEG5 ATTACHED WET SIDE OF WALL. G.W.B. TO o WOOD BASE -VE Y E 8 AP N FI D TO DECK PAINTED TO _=i I I I I EXTEND TO 0 MATCH WALL ROOF STRUCTURE OR BASE A5 5GHED. DECK WHERE ^' TILE PER-FIN15H SCHEDULE TYPICAL PARTITION 5," •; DECK - REFER TO w a a Q a a I EXPOSED CONSTRUCTION. REFER «, DRAWINGS FOR TYPES3�4i_ ,/S to TO PARTITION TYPES ON AND LOCATIONS. SIL-JIL h• 0 _ THIS SHEET AND REFER 5/8 TYP X P. E TO FLOOR PLANS FOR DO NOT ANCHOR G.W.B. OR F I5H TYPICAL FULL HEIGHT PARTITION, AS SHOWN TY ICA AR ION AS OW �a TO TOP TRACK 3A 3G L v LOCATIONS W/3 5/5" METAL STUDS 5/8" ET 5T 5, H GHT ER t0 . a' d_ ♦ �., 'l .;�' . .'. 9�,� PA ITIO 5GH UL ON 10 0 , A 1AH ' _ NOTE: , 8 e•-' '♦!-` a F� d•v PI ALF L H GHT ART ION 5 OWN PI LF LH HT TiARON, ITH ~° ;::a: `• ° .:f ♦ , a• W/ 6" M AL UD 5/ M.R GWB N 51 ON a THIS DETAIL SHALL BE TYPICAL AT FULL B a P ♦d" ,=a ` - -•,o. '4 °; '•'� a'a- <a• • AT THE USROFI�FLOORS AND DECKS o A .d .... �• e t 3 be-a ( • ;yL, Y f� •o .� 12 T�'P. TEMP. TILE DETAIL 9 �' I i4 UJ L DEFLECTION HEAD DETAIL 3 TYPICAL WET WALL PARTITION _ ;U SCALE: 3' = 1'-0' A 1/2' = 1'- SCALE: 3' = 1'-0' SCALE: 3/4' = I'-0' 10 !o ;V A510 •.c_ - N M.RJN.B. TILE BACKER REFER - 't . ° ' TO PARTITION TYPES T.O. PARTITION :0 BLOCKING IN WALL I I I I A5 NEEDED II I I 5/5" G.W.B. ON 20 I I U • I _ ,.l.. TILE 3 GA. MTL. STUDS @ >{..; I 4" WOOD BASE SUPPLIED 16" O.G. @ BOTH BY MILLWORKER IN57ALLED 3-5/8" METAL 5TUD5 5IDE5 BASE AS 5GHED. ._.•{< ' I BY G.G. EACH SIDE TO BOTTOM I I o OF STRUCTURE ABOVE @ I I ;° 45" O.G. (TYP) t,a SEALANT I \ / 3/4 j N JOINT - «� 4.. A.F.F. \ \ / / `° I WOOD FLOORING, REFER \ \ / / (2) #5 SELF-DRILLING 5CREW5 TILE 1 I I "•), / TO FINISH PLAN T\ I SCHEDULE A130 TO VERIFY CEILING PLANE (TYP.) \ PIG PA IAL EIG PA ITIO , A5 HO WIT 3 5/ " M AL G.G. TO INSTALL A WATER I REFER TO RC-,P FOR 2 57U H HT R P RTIT N 5 ED E O A110. ?°o PROOF MEMBRANE UNDER TILE I I WOOD CEILING INFO. Z >�. y IN TOILET ROOMS. MEMBRANE I I _ PIG P TIA EIG PA ITI WIT PL O DE TO EXTEND UP WALLS A 10'-0" AB E, E D AIL /A5 3 5 tZ 8" M AL UD HEI T E MINIMUM OF 4". I P P TITI 5G DU ON D. I` "Al / / / / / U.5 G.W B. CEILING t¢ 5/8" M.R.G.W.B. ON �< G TYP AL RTI HE HT P RTI ON 5H N H 3 o r WET SIDES (5/5" G.WB. 20 GA SLOTTED MTL TRACK 5 M AL UDS HEI T P P IT[ 5C U ON 110. c "�y ,�i,` -�', - _ "/1_, •w• Zr v1 �., �7 '- • v Y ''i -f-=y_ _ +cl, f._ •:✓ _�,a• lu > _ "' i - �'� ;', `;Y ' . '� z' % ` . ON DRY SIDES) OF 6", 20 GA. MTL. 5TUD5 @ 2D TYP AL ART L H HT RTI ON 5H N H 3 /8" ,� .� y ,y y,: 't: _�' / ? x r _� , . :` r . 4 !L� •'i�- #5 WAFER SCREW T TUD HE HTP R P TIT N 5 EDU O A110 c ± - N_"_ i? � �,1; =„1'=:y,, ,/`; -� .N, ty, ,�1';' L ,'.` i; .,�y rF' „ i• _ 'v_ .` .' ;� 16" O.G• tC ` BASE A5 SCHED. BOTH SIDES ;m O ' '>•" �T>J '_�-:�r'�; ,• •'�, _,N i7 _�•��. �Y _ .�, _ ..� •~ n'•, �,.-'``\ 2E TYPICAL PARTIAL HEIGHT PARTITION AS SHOWN WITH 3 5/8” METAL 57UD5 TO CONGEAL RADIATORS, SEE DETAIL 1/A520. V HEIGHT PER PARTITION SCHEDULE ON A110. !a w t at ID Ec E CA TOILET ROOM TILE DETAIL PICAL WOOD 5A5E DETiAIL T%ri='ICAL FULL HEIGHT 5RACED PARTITION TYPICAL PARTIAL HEIGHT PARTITION 11 SCALE: 3' = V-0' ��ZLE: 3' = V-0' SCALE: 3/4' = V-0' 2 SCALE: 3/4' = V-0' to V to L CARRY PARTITION 'N A (� CARRY PARTITION 6 SIM. 6 SIM. >' V 1 FULL-HEIGHT TO U.S. FULL-HEIGHT TO U.S. . DECK A510 DECK A510 I o A510 _ VARI - - - - - - VARIES - - - to o t° 1 - - VARIES CEILING PLANE (TYP.) I I I I G.W.B. TO EXTEND TO o T.O. PARTITION REFER TO RCF FOR CEILING PLANE (TYP.) DECK WHERE EXPOSED o CEILING INFO. REFER TO RCP FOR I I I CEILING INFO. I I VARIES t o _ -VARIES - I 5/5" G.W.B. ON ONE SIDE I U.S G.W.B. I I U.5 G.W.B. CEILING o ONLY OF 3 5/8", 20 GA. CEILING 5/8" G.W.B. ON BOTH t MTL. STUDS @ 16" O.G. SIDES OF 3 5/8", 20 iU G.W.B. TO GA. MTL. STUDS @ 16" t'u I I EXTEND TO O.G. BASE A5 5GHED. BOTH SIDES H TO LLL 1 /na DECK BASE AS 5GHED. I I EXPOSED RE I I �OD i MW FOR CP wAvais 41 tN 401 WO D G TO E ;N PL B G ND 4A TYPICAL FULL HEIGHT PARTITION, A5 q AME FUL HTP RTI N 1A TYPICAL FULL HEIGHT PARTITION, AS SHOWN W/3 5/8" METAL 5TUD5. a NST LED Y G. V RIE SHOWN W/3 5/8" METAL STUDS. o E W/ AR Y ;•:, 5TR d J T - a O. ART 4 PIG P TIA T P TIT N, 5H N 1 PIG FU HE HTP RTI N 2L ER OF P. A5 ° 1 5/ M AL 5 D5. 4 AME 4 , PR IAL P TITI G PO D GH E SH N 3 5/ " M AL 5 D5. t r 4 RN B PIG FU HT ART ION, 5 WN ?/ O ' TYP AL) I I a MET L H GH NE 20 A. PIG L FU HE HTP RTI ON 50 D A EN. ATT d F AS >,In�l•�r� ` AG STI L 5 LA A5 HO W/ 5/8" ET ST 5. 11 �ltR/�l��J/ a• ONT OU RT 2X4 ! 4 PIG P TIA T P TIT N, I� I I A5 OW 6"PIETA 5TU H GHT ART ION, 5 WN Dram Q" 4 ART L H HT ARTI ON. X71'7 G OT 51D �. I P ALF L H GHT AR ION 5 OWN / 1 � �'bC�1�p GeV TD 3 5/ M AL 5 D 4 AM 4 , PA IAL T P TITI E L ER YW D RIO 51D 8 G. .B. O t� Job� 4 �� TE R 5 E. 5 D AILS OR YW OD E. t TYPICAL FULL HEIGHT PARTITION, A5 SHOWN W/3 5/5" Ev 1F METAL 57U05 AND MOSAIC TILE ON 5/5" FIBRE6LA55 Praujhv: REINFORCED GYP5UM SHEATHING ON EXTERIOR 5IDE 8 o G.W.B. ON INTERIOR SIDE. m T I TY &;CALE: PICAL FURRING P RTITION TYPICAL FULL HEIG� 4T PARTITION t0 SCALE: 3/4' V-0' 3/4' = I'-0' ° 0 U N a 4"X20 GA. UN-PUNCHED METAL STUD COMPRESSION STRUT TO NOTE: STRUCTURE ABOVE, FOR CEILING THAT DO NOT EXCEED 5-0" TO U.O. MAIN RUNNER J DETAIL 2/A521 DECK: PROVIDE GOMPRES51ON STRUTS AT 12-0" B-B g o O.G. MAX. IN EACH DIRECTION. m O U O O FOR CEILINGS THAT EXCEED 5-0" TO U.O. DECK: ¢ 6 PROVIDE COMPRESSION STRUTS (4005200-33) SPACED AT 12'-0" O.G. MAX. IN EACH DIRECTION. U MAIN CEILING GRID BEAM - #061-26 PER U56 Io G � IDRID SYSTEMS TECHNICAL GUIDE 3 c o E iD o Q — O ° N O 12 GAUGE, 0.105" GALVANIZED STEEL A-A N WIRE TO BE HUNG FROM STRUCTURE 5/5" 6YPSUM WALL BOARD TO BE ABOVE SPADED @ 48" SCREWED TO DRYWALL GRID 5Y5TEM ° ° L o f W p ° 45, TYP. 3 }}1 CEILING GROSS TEE @ 24" O.G. Q #061-224, DGL424 $ DOL524 PER U56 Q 5Y5TEM5 TECHNICAL GUIDE f �y NOTE: U56 DRYWALL GRID SYSTEM c (S TO BE INSTALLED ACCORDING TO p (� MANUFACTURER'S SPECIFICATIONS GROSS RUNNER 'o p r Q Q Q O L L Y�:U L 3 jSySll j 3Ya U e A a O_ a a a 4 a 3 SI QI/�II d op ol Of STRUT STABILIZED o L A-A B-B G-G 0-0 'O CROSS RUNNER MAIN RUNNER I MAIN RUNNER GROSS RUNNER 3 rr�4 C A 2 GRO55 GR055 NAIL \4 3 } { POP RIVET POP RIVET TEE SLOT TEE SLOT a d O S C01V1FIRE65ION STOUT ATGfiRID SCALE: 3' = I'-0' a y :N :7 O 1-1/2" ALUM. ANGLE L 0 3/4" FR PLYWOOD OVER 6" 20 ° G.A. MTL. JOISTS @16" O.G. -n I I (TYP.) 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POWER a (�( ACTUATED FASTENERS @ 16" a tAJ ' I I -`•: O.G. 1/2" EMBEDMENT ° v' �� j •', BASE - SEE FINISH SCHEDULE o V• i� :E FINISH FLOOR-SEE FIN15H O N SCHEDULE ° a `n o v SOFFIT DETAIL GW5 TRANSITION CEILING CLOSURE DETAIL 5 2 SCALE: I' = 1'-0' SCALE: 3' = 1'-0' ° ZZ E rn OL 0 o P 6 0 0 rn c :o 0 U P U 5 " MIM TO LLL WAINS o- �I ;N MW FOR OP WNW 8° 6. o N IS81FD FOR CD 14/09116 IS81 0 FOR FMI I 14/10/11 0/// M/z A T F a D 1 o � U I ;y+ I ;L :U C io o G O Scalar AS NOTol ED Date 13 A4u6t 2014 Oram MA J SN P 1 Y E O dwd G5LI TO a Job Naixr: 49&WA425 :r `J Drawing: 0 m O T d O x 1 7 �9 s 1 • 1 9 t 7d 4 1 IA ey V U O U STOREFRONT FINISH SGHEI.DULE :Q STOREFRONT RESi=ONSIE3ILITY SGHEZI ULE &ENE AL NOTES KEYNOTES :U MATERIAL MANUFACTURER GOLOUR MODULE REMARKS Q DE5GRIPTION LULULEMON G.G. FIXTURE INSTALLER E] -KEYNOTE SYMBOL o o FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED 1 ALL STOREFRONT WORK AND MATERIALS UNLESS NOTED TO 1 51GNAGE BY SIGN VENDOR, NOT PART OF TH15 PERMIT. G.G. m t TO BE INSTALLED AS BASE. BE SUPPLIED AND INSTALLED BY GG. TO COORDINATE WITH VENDOR FOR FINAL LOCATION OF ° o TL-3 BLACK GRANITE DAL TILE A55CLUTE BLACK 4"x12" ALIGN GROUT LINES WITH ELECTRICAL CONNECTION. X X TILE (POLISHED) 6771 MALL FLOORING. SUPPLIED C3 SIGNAGE BLACK GROUT AND INSTALLED BY 6G ART eF ERI -p ELECTRICAL FOR 516NA6E O WHITE MOSAIC TILE HAKATAI LUX SUNSHINE WHITE TO BE SUPPLIED BY TL-2 5/S" X 5/8" 4 EXISTING COLUMN LOCATION TO BE VERIFIED BY 6G. IQ - X X MOSAIC TILE, WHITE LULULEMON. INSTALLED BY C N Q (Af2F2Re* E�CTENTS SI 16PO4 ON 7kt`t1l 1) 66 Te OF :O NON-5ANDED GROUT G.G. SIGNAGE BACKER BOARDX X TOTAL AREA: q16 5F 5 G.G. TO PROVIDE To OWNER A 15"X18" SAMPLE OF EACH lERE LE GN OR GN 3 STOREFRONT CLEAR REFER TO TO BE SUPPLIED AND FINISH INSTALLATION PRIOR TO INSTALLING ON STOREFRONT. ° GLZ TH15 SAMPLE SHALL 5HOW THE TRAN51TION BETWEEN N STOREFRONT GLAZING 8 GLAZING FRAMINGX X GLAZING - ELEVATION. INSTALLED BY G.G. MATERIALS AS WELL A5 THE GtUALITI'OF THE INSTALLATION OF THE MATERIAL. TH15 SAMPLE WITH THEN REMAIN ON SITE x 3'-O"X10'-O" 6LA55 GLASS 6'-1-1/4"X TO BE SUPPLIED AND AND WILL BE THE STANDARD OF ACCEPTANCE FOR ALL STOREFRONT TILEX X DR - STOREFRONT FINISHING FOR THE DURATION OF THE PROJECT. DOOR WITH TOP Q'-O" INSTALLED BY THE G.G. c/w ANY DI5GREPANCIE5 FROM THE STANDARD OF ACCEPTANCE `0 AND BOTTOM OPENING HARDWARE. SHALL REQUIRE THE G.G. TO PROVIDE REPAIR/REPLACEMENT5 2 GRANITE TILE - (BASE) X X PATCH KIT OF THE IN57ALLEP MATERIAL AND REINSTALL THE MATERIAL I� PREFINISHED METAL COSMOS BLACK - 50 REFER TO TO BE SUPPLIED AND To MATCH THE APPROVED STANDARD of ACCEPTANCE. PMP ALUCOBOND STEEL 571)D5 INCLUDING DE516N X X PANEL ELEVATION. INSTALLED BY G.G. I 0 _ GROUT TO BE BETWEEN METAL PANELS X X GRT WHITE-5ANDED - - M05AIC TILES ` GROUT 55R SCHLUTER STRIP SCHLUTER BRIGHT RAL 0100 O RONDEG SYSTEMS WHITE :o :t o I I U �L I L �O :::I I F A713 0 M. •` aaaaa N I ADJACENT TENANT i I I I ADJACENT TENANT 3/4 x3/4 CLEAR BRUSHED 3/4'x3/4" CLEAR BRUSHED € I I I ALUM. REVEL, BETWEE NALUM. REVEL BETWEEN .L n I I I �o N NEUTRAL UT I L P ER NEUTRAL I E RAL P ER I I t I :U STOREFRONT. FAINTEDSTO EF ONt. PAINTED •' , I I I TO MAT 'O I ACK GH T BL I BLACK TOM MATCH -FIN. M TA AN I . M PRE E LP EL FIN TA AN PRE METAL PANEL. I I I 1— I I a TL I — T 2 -2 L I I I � T -<y I I I I I I :0 I I '•� , a I I 0 I I :o :U 3 3 C I I I 4) -2 L T 2 TL I I I - 1 I 1 I o I I I I I 2 I 2 :r I - o I A 713 I A713 Io M. N I I I I I 'o Fl n i I I iv LINE OF SOFFIT ABOVE I �� LINE OF SOFFIT ABOVE II II - - - i+ - -If - -11- - — TL-2 - - -- - T — — TL-2 i'o :o II II ii ii I GLZ II II II II o ' '-03 21 I 1 ' ' 83/ ' o - I 4 � II �,Y2103/4 _0 ° _lyll U :L II IIall 2lu j 2 II II `z -DS u u TYPICAL STOREFRONT o x WALL CONSTRUCTION Z MOSAIC TILE ON A V SIM. I MORTAR BED ON g/8 a J / J FIBREGLASS UJ 5 5 �� >x .\ , I , REINFORCED GYPSUM .D A713 ,%' A713 ,< SHEATHING ON BOTH OL SIDES OF 6' 202a. STEEL E :E STUDS g 16 o.c. O N ,/' y 17 � T PROVIDE TL-2 FINISH \ I PROVIDE TL-2 FINISH . \ ;c / AROUND THECOLUMN LEASE LINE LEASE LINEA OUN THECOLUMN V p� r O � O - . PROVIDE TL-2 FINISH - - , PROVIDE TL-2 FINISH.: I I ON THE FASCIA. \ - \ ON THE FASCIA. \ cA DASHED LINE DENOTES � DASHED LINE DENOTES � to i - PROVIDE TL-2 FINISH PROVIDE TL-2 FINISH � to p :C T V THETRANSITION N W RA B � THE TRANSITION N .. : ETWEE AROUND THE EXISTING E RA BET EE ,' Q , AROUND THE EXISTING MALL FLOORING TILE / _ MALL FLOORING TILE _ AND WOOD FLOORING. �' `'�?� I \ COLUMN AND WOOD FLOORING. �' �;2� I COLUMN , - - - - - - - - - - - ' �� - - - - - - - - - - - - - - - - - - �i- �. - DASHED LINE OF o DASHED LINE OF I D I `N SENSORMATIC / \ �: SENSORMATIC WIRE TO BE WIRE TO BE :.: I =..:.; i, / SAWCUT INTO TH SIM ( -UTINTO THE ( E ISBIED t0 LLL N�106/1$ 4 , 4 a EXISTING SLAB. -- , EXISTING SLAB. �. 1 A713 \ A713 �81FD FOR DD WNW _- _- - - - - - - - - - - - --- - - I1 m FOR CD Wass o MM FOR MMII1 WHOM : N :C S'-103/411 s 8'-103/411 91_83/4° 3/4° o LEASE LINE - - - - - - - - - - - � LEASE LINE s= a TL-2 GLz TL-2 A713 scab AS NOTED w PROVIDE TL-2 FINISH PROVIDE TL-2 FINISH AROUND THE COLUMN AROUND THE COLUMN Dates 13 AA06t 2014 vram Mgt N 3/4'x3/4' CLEAR BRUSHED 3/4'x3/4' CLEAR BRUSHED TYPICAL STOREFRONT WALL Z ALUM. REVEL, BETWEEN ALUM. REVEL, BETWEEN CONSTRUCTION la Cksd ks CaL/ TD Z© NEUTRAL PIER E NEUTRAL PIER 4 MOSAIC TILE ON A MORTAR BED ON V ': Job Noba-s 49690ACS STOREFRONT. PAINTED STOREFRONT. PAINTED FIBREGLASS REINFORCED GYPSUM BLACK TO MATCH BLACK TO MATCH SHEATHING ON BOTH SIDES OF Co' 20ga. " Drawing: PRE-FIN. METAL PANEL. PRE-FIN. METAL PANEL. STEEL STUDS a I6' c.c. ;o NORTHSTOREFRONT PLAN @41oOIA.F.F . TOREFRONT FLAN @1 —O AFF .25CALE: 1/2" = 1'—O" 1 5CALE: 1/2" = 1'-O" I� U N a ■ O r U N STOREFRONT FINISH SGHEEDULE STOREFRONT RESPONSIBILITY SGHEUULE GENERAL NOTES KEYNOTES ;U MATERIAL MANUFACTURER COLOUR MODULE REMARKS DESCRIPTION LULULEMON 6.C. FIXTURE INSTALLER 0 -KEYNOTE SYMBOL C o FURNISHED INSTALLED FURNISHED INSTALLED FURNISHED INSTALLED 1 ALL STOREFRONT WORK AND MATERIALS UNLE55 NOTED TO 1 SIGNAGE BY SIGN VENDOR, NOT PART OF THIS PERMIT. G.G. TO BE INSTALLED A5 BASE. BE SUPPLIED AND INSTALLED BY 6G. TO COORDINATE WITH VENDOR FOR FINAL LOCATION OF TL-3 BLACK GRANITE DAL TILE ABSOLUTE BLACK 4"x12" ALIGN GROUT LINES WITH ELECTRICAL CONNECTION. N SIGNAGE X X TILE (POLISHED) 6771 MALL FLOORING. SUPPLIED . iv a U BLACK GROUT AND INSTALLED BY GG �_ o ELECTRICAL FOR SIGNAGE O WHITE MOSAIC TILE HAKATAI LUX SUNSHINE WHITE TO BE SUPPLIED BY 4 EXI5TIN6 COLUMN LOCATION TO BE VERIFIED BY 6G. A. c o X X TL-2 M05AIC TILE, WHITE 5/5" x 5/5" LULULEMON. INSTALLED BY NON-SANDED GROUT C7.C. SIGNAGE BACKER BOARDX X TOTAL AREA: G16 SF 5 G.G. TO PROVIDE TO OWNER A 15"X18" SAMPLE OF EACH FR7ERETI!EIRE L=E GN Tl STOREFRONT CLEAR REFER TO TO BE SUPPLIED AND FIN15H INSTALLATION PRIOR TO INSTALLING ON STOREFRONT. GLZ INSTALLED BY G.G. TH15 SAMPLE SHALL SHOW THE TRANSITION BETI^IEEN STOREFRONT GLAZING B GLAZING FRAMING X X GLAZING - ELEVATION. MATERIALS AS WELL AS THE QUALITY OF THE INSTALLATION OF THE MATERIAL. THIS SAMPLE WITH THEN REMAIN ON SITE 3'-0"X10'-0" 6LA55 GLA55 6-1-1/4"x TO BE SUPPLIED AND AND WILL BE THE STANDARD OF ACCEPTANCE FOR ALL STOREFRONT TILEX X DR - STOREFRONT FINISHING FOR THE DURATION OF THE PRO-JECT. DOOR WITH TOP G'-O" INSTALLED BY THE G.G. G/UJ ANY DISCREPANCIES FROM THE STANDARD OF ACCEPTANCE o AND BOTTOM OPENING HARDWARE. SHALL REQUIRE THE G.G. TO PROVIDE REPAIR/REPLACEMENT 3 W GRANITE TILE - (BASE) X X PATCH KIT OF THE INSTALLED MATERIAL AND REINSTALL THE MATERIAL O PREFINISHED METAL COSMOS BLACK - 50 REFER TO TO BE SUPPLIED AND TO MATCH THE APPROVED STANDARD OF ACCEPTANCE. o Q STEEL STUDS INCLUDING DESIGN X X PMP ALUGOBOND >D PANEL ELEVATION. INSTALLED BY G.G. ' _ GROUT TO BE BETWEEN ° METAL PANELS X X GRT WHITE-SANDED - - MOSAIC TILES GROUT ° 55R SCHLUTER STRIP SCHLUTER BRIGHT RAL GOO CD RONDEC SYSTEMS WHITE :t :L :3 r c - - - - - - - - - - - _ sIM. r to � � A713 wLD ADJACENT TENANT is x TL-2 •0 f I , p Q f" S2 I y :o :U Z2I iv tC TL-2 I ^1 :t I I A713 SIM. :o I � ii ii i i I n — ++ - -II— T — — TL-2 :U iiTLI II II II II II II I I !o I I I Lro.. II II I I -DS o � II II 1 e In 24'x24' EAS i ITLII II II SYSTEM ACCESS PANEL t0 HAVE y Jill 1'-m' 1 I 2L-1- 3�4' IY" WD-I FINISH :Q II II c II II tu LINE OF SOFFIT i i A714 -DS � �tLl I TL-2 V CEILINGit UA SIM. T1�1' 4_ I 0 PROVIDE TL-2 FINISH AROUND THE COLUMN U� /,' TLl ° O / ° \� / \'' ' � I LEASE LINE PROVIDE TL-2 FINISH ON THE FASCIA. PROVIDE TL-2 FINISH = + EX1 AROUND THE COLUMN - - - - - - - - - - - - - - - - - - - - - - - - - - i 61 .N , C ^IL I V \ " 186MTOLLL 14 /080 4 \ A713 \ - - \ ' I N ISd1lED FOR DD 14AMM -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - >4ao�B Sim. \ N ISdtJk'D FOR CD 'o I86M FOR MwI ll' IMI fn :...:.:...:............: :................:.:.:............ is CD TL-2 :.. ` - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - t SIM. CEILINCx LEASE LINE TL-2 1 GLZ Scab AS NOTM w A713 PROVIDE TL-2 FINISH Date 13 ��g{ 1014 AROUND THE COLUMN cn Dram eco o cwa�� CaL/ 7D z `� Job Naber: 4969®/14203 Drawing: 3 o a TRUE Im` NORTH � STOREFRONT REFLECTED GE I L- I NO FLAN N o SCALE: 1/2" = 11-0" n ■ o V N U :Q ;d ;C ;7 ;U ;J O :C O O L � C Q Q V O, t U :U O C O O tC = O o td d o E iv °Jv C O N Q :O I I :V :3 22'-0'WS i° OF MALL Y CEILMG iN N E� !a x d L 7 t W 3 } SIGNAGE TO BE SUPPLIED AND INSTALLED BY THE SIGNAGE o LEASE LINE a z COMPANY (JONES). PROVIDE 1 2 p 714 714 SIGN SHOP DRAWINGS FOR 714 /714V-lr' EASE LINE p SEPARATE REVIEW. }- PMP OF MALL to BULKHEAD p J 3/4"X3/4" CLEAR TOP OF BRUSHED ALUM. REVEAL BEYOND, STOREFRONT ._ BETWEEN NEUTRAL -------------------------------- p p p p T � ---------------- PIER E STOREFRONT. PAINTED BLACK TO — ' TL-2 3 MATCH PRE-FIN. METAL PANEL. EQ EQ... \ C 4 EQ EQ EQ _ TEMPERED CLEAR 0 \ STOREFRONT '� p GLAZING. PROVIDE 4 4 4 4 4 M. -tilzzz SEALANT BETWEEN N PANES. GLZ L FINISHED FLOORING GLZ GLZ GLZ GLZ LZ GLZ AT MALL TO MATCH to FINISHED FLOORING r FINISHED FLOOR OF \ r RETAIL UNIT. AT MALL TO MATCH o r �� / �� TL-3 FINISHED FLOOR OF TL-3 \ / RETAIL UNIT. ' ;U ,: / ,N :O ;d 0''0' i`o A �I T/O FP. TL-2 I TEMPERED GLASS CONTRACT TO CONFIRM ALL o� FRAMELESS DOORS SPRINKLER LOCATIONS TO ° G/W WITH HOLD OPEN 49' LADDER PULLS BY D A TO DETERMINE IF THE NEW BE SUPPLIED AND INSTALLED BY STOREFRONT WOULD DISRUPT o DEVICE. pR THE G.C.COORDINATE MOUNTING THE SPRINKLER HEADS. HOLE LOCATIONS. C ° U C STOREFRONT ELEVATION SCALE: 1/4" = 1'-0" :L ° N ;O ;U N N a 0 v io io L h io ;m i� r OF MALL OF MALL CEILING CEILMG iz •U O :U Q SIGNAGE TO BE SUPPLIED AND INSTALLED BY THE `m SIGNAGE COMPANY ' LEASE LINE (JONES). PROVIDE SIGN 1 2 s s 1 SHOP DRAWINGS FOR z >` ' 714 PMP 714 714 714 /714 SEPARATE REVIEW. 714 ° V 14'-Z' u/S 14'-1' U/S a LEASE LINE OF MALL OF MALL a ■■n� BULKHEAD BULKHEAD t PMP — tu 14'-0' PMP 14'-0' E TOP OF TOP OF STOREFRONT STOREFRONT = O r 3/4"x3/4' CLEARPMP N !— TL-2 BRUSHED ALUM. (� REVEL BEYOND, \� BET WEEN NEUTRAL \_ 26I NAGE TO BESUPPLIED TL STOREFRONT. :'s: LoAN INSTALLED BY THE PAINTED BLAGK TOSI NAGE COMPANY � MATCH - I II L V/ H FIN. 1 \ iti Q Q QtL PRE -FIN. m 5 -9 TEMPERED ASS PMP METAL PANEL. - _ to E PERED G \ .�� L / T 3 L FRAMELESS OO S c/w >" DOORS �?�, ,.,... SIGNACsE TO BE SUPPLIED � \ \\ - - E INSTALLED Y T AND LLED B HE WITH HO - L N _ SIGNAGE COMPANY(JONES). �� DEVICE. DR \ ® ® Oo GLZ - GLZ G ' : _ ' :° titi PROVIDE SIGN SHOP O ` \ / O FINISHED FLOORING - ;; :._ FINISHED FLOORING FINISHED FLOORING " =ti DRAWINCsS FOR SEPARATE \^ / O ;., REVIEW AT MALL TO MATCH ;s I AT MALL TO MATCH / / \ :r AT MA TO MATCH \ \� :o FINISHED FLOOR OF FINISHED FLOOR OF Z. z/ - ....:... .. T 2 is FINISHED L F I FLOOR OF ED L R TAI UNIT. TAI UNIT. RETAIL L RETAIL UNIT. :::' vC1 RE VI i \ TL-3 TL-3 \ TL-3 N \ /- CONTRACT TO CONFIRM ALL o 0'-0' 01_0 SPRINKLER LOCATIONS TO ° DETERMINE IF THE NEW T/O FF. t/O FF. I STOREFRONT WOULD DISRUPT I N law?O LLL 14/08/15 49' LADDER PULLS BY DORI'tA TO THE SPRINKLER HEADS. BE SUPPLIED AND INSTALLED BY FINISHED FLOORING ATTEMPERED GLASS 49' LADDER PULLS BY DORM/ TO i MW MR pD 14/08/!1 THE G.G.COORDINATE MOUNTING MALL TO MATCH FINISHED FRAMELESS DOORS BE SUPPLIED AND INSTALLED BY I„ HOLE LOCATIONS. FLOOR OF RETAIL UNIT, c/w WITH HOLD OPEN LOCA�TB TE MOUNTING 1 N p AOR Cp 14/Mb CONTRACT TO CONFIR'9 ALL DEVICE. pR 3 lam m pwl? (Mom SPRINKLER LOCATIONS TO DETERMINE IF THE NEW STOREFRONT WOULD DISRUPT ° THE SPRINKLER HEADS. o 0 U :N :r :2 :O A5 NOW ;H STOREFRONT ELEVA71 ON TOREFRONT ELEVATION i oar 13 Auquet 2014 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" Dram U CFiecked 8c� Q ++)) d Jt*� 4�,LL I�V C J Drawing: ° m :T ;N :O T d 0 SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RAL9001) PROVIDE CAULKED JOINT 83�4 WHERE TILE FINISH MEETS WD. FLOORING. i 4 SSR DETAIL. SECTION SCALE: 11/2 - I -oil UNDERSIDE OF THE EXISTING DECK TO BE VERIFIED. MOSAIC TILE ON A MORTAR BED ON FIBREGLASS REINFORCED GYPSUM SHEATHING ON 2053a. STEEL STUDS. 4x12 BLACK TILE BASE TL -3 HDWD FLOORING ON 3/4' PLYWOOD SUB -FLOOR AL1 ------ NAL_L_ SECTION SCALE: 1/2 - 1-011 STAINLESS STEEL INSERT TO SUPPORT GLAZING CONCEALED BY THE GWB AND P.LAM PANEL. PROVIDE CLEAR CAULKING AROUND THE PERIMETER 2'-0' T/O SILL SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RAL9001) MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS RE INFORCED GYPSUM SHEATHING ON 6' 20ga. STEEL STUDS. S 14"-'1' U/S OF MALL BH T/O STOREFRONT PROVIDE BLACK PRE -FIN. METAL AROUND THE PERIMETER OF THE STOREFRONT PMP LEASE LINE MOSAIC TILE ON A MORTAR BED ON 2 5/a' FIBREGLASS 15 REINFORCED GYPSUM SHEATHING ON 20ga. STEEL STUDS, 3 A715 4x12 BLACK TILE BASE TL -3 BRIGHT WHITE METAL SCHLUTER RONDEC TO BE INSET INTO MORTAR BED WITH MOSAIC TILE INSTALLED TIGHT. DASHED LINE DENOTES TYPICAL WALL AT WATER FOUNTAIN ----------------------- WHITE NON -SANDED GROUT TILE FINISH REFER TO ELEVATIONS FOR SPEC FIBREGLASS REINFORCED GYPSUM SHEATHING TY ' I GAL 55R DETAIL. ® ALL LOCATIONS SCALE: I" = I' -O" UNDERSIDE OF THE EXISTING DECK TO BE VERIFIED. MOSAIC TILE ON A MORTAR BED ON V FIBREGLASS REINFORCED GYPSUM SHEATHING ON 20ga. STEEL STUDS. 63/4' X 103/4' RECESS FOR TRACK LIGHTING TILE WALL BEYOND TL -2 YZ' TEMPERED — GLAZING. GLz MOSAIC TILE — rL-2 HDWD FLOORING ON 3/4' PLYWOOD SUB -FLOOR 4x12 BLACK TILE BASE TL -3 ----------- — 14"--T' U/S OF MALL 514 T/O STOREFRONT PROVIDAROUNDETHHE PERIIMEETTER OF THE STOREFRONT. PMP LEASE LINE U/S OF BH I SIGNAGE TO BE SUPPLIED AND INSTALLED BY THE SIGNAGE COMPANY GLZ 4 (JONES) A715 0 'U' CHANNEL r0 SUPPORT FRAMING TO BE INSET INTO THE GWB. � 3 0 A715 MOSAIC TILE I TL -2 I 2'-0' T/O SILL - 4x12 BLACK TILE �q I BASE I ' I rL-3 I , 0 -0 FINISHED J FLOOR — — — — — — — — — — — — — — — NALLSECTION2ALE: I/Oil2 UNDERSIDI EXISTING I VERIFIED. PROVIDE 1. SUPPORT F NEW STORE TIED TO TI - STRUCTURE GLASS DO( PIVOT FRAI REFER TO, DR MOSAIC TIL TL -2 4x12 5LAC1< BASE TL -3 UNDERSIDE OF THE EXISTING DECK TO BE VERIFIED. MOSAIC TILE ON A MORTAR BED ON a/a' FIBREGLASS REINFORCED GYPSUM SHEATHING ON 20ga. STEEL STUDS. 63/4' X 103/4' RECESS FOR TRACK LIGHTING TILE WALL BEYOND rL-2 UNgNomm �•_:_g:eeee9E1 GLz �4 14"-l' U/S OF MALL BH 14'-0' V.IF. T/O STOREFRONT PROVIDE BLACK PRE -FIN. METAL AROUND THE PERIMETER OF THE STOREFRONT. PMP �— LEASE LINE 101-01 U/S OF BH SIGNAGE TO BE SUPPLIED AND INSTALLED BY THE SIGNAGE COMPANY 4 (JONES) \ A715 'U' CHANNEL TO SUPPORT FRAMING TO BE INSET INTO THE GWB. HUNINN \ ■u.uu.uouu.uourNPHu, NUHHu.o 000......M. uouuuuuuu.u.uou, uuuuuuouuuuou.0 POISON ---------------------------- •�- b NALsL< SECTION SCALE. I/2 - II -oil NALLSECTION 0—� 11-011 SCALE: 1/2 11 = f VI Z O uj tuv� fVn O n r > T.n }v• N� O mm TO UL X4/cm n rr rr rr scala AS NOW Data 13 Augueit 2014 orm CFiecksd Gw TD Job Nwbw': 4969®/I�t3 a f VI Z O uj tuv� fVn O n n > T.n }v• N� O mm TO UL X4/cm IMM FOR DO 14A0d11't 188 W FOR CD w/mb NOW FOR FW1 I W10/21 scala AS NOW Data 13 Augueit 2014 orm CFiecksd Gw TD Job Nwbw': 4969®/I�t3 A714 CONTRACTOR TO VERIFY LOCATION OF ALL MALL SERVICES (IE DUCTS) ABOVE THE EXISTING CEILING AND REPORT ANY AND ALL POSSIBLE CONFLICTS TO THE CONSULTANTS AS SOON AS POSSIB.E FINISHED CEILING s 11'-0' PROVIDE STEEL STUD LINTELS TO SUPPORT NEW STOREFRONT, COORDINATE DESIGN WITH STEEL STUD ENGINEER SSR MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING MOUNTED TO 20ga. STEEL STUDS. (4)�SECTION DETAIL SCALE: 1-1/2" MOSAIC TILE ON THE WALL BEYOND WOOD FLOORING TO MATCH WD -1 ON A130 MOSAIC TILE (TL -2) 12'x4' BLACK TILE BASE ON 1/2' PLYWOOD (TL -3) HDWD FLOORING ON 3/4' PLYWOOD SUB -FLOOR SECTION DETAIL SCALE: 1-1/2" = 1'-O" PROVIDE STEEL STUD LINTELS TO SUPPORT NEW STOREFRONT, COORDINATE DESIGN WITH STEEL STUD ENGINEER CONTINUE MOSAIC TILE TO THE U/S OF THE RECESS IN BULKHEAD / TRACK LIGHTIN TO BE INSTALLED IN RECESS ss • •.s•. P .e 2'-8y° ° 103/4. 4/5 A714 4/5 A714 2'-1V4' MOSAIC TILE 1 SSR 834 DASHED LINE DENOTES PRE -FINISHED METAL (BLACK) TO BE INSTALLED AROUND THE PERIMETER AND INSTALLED BEHIND THE MOSAIC TILE 14---l' Y.I.F. U/S LEASELIN MALL BLKHE, 3 14'-0' V.I.F. T/O STOREFRONT HATCHED AREA DENOTES THE MAX. - EXTENTS OF THE lb SIGNAGE. MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING MOUNTED TO 20ga. STEEL STUDS. '-0° 10 / U/S OF NEW BH SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RAL9001) 2' s s:s XV& a w 6•e s X' TEMPERED STOREFRONT GLAZING, COMPLETE WITH SILICONE JOINTS. STOREFRONT LINE LEASE L INE ' TEMPERED STOREFRONT GLAZING, COMPLETE WITH SILICONE JOINTS. STAINLESS STEEL INSERT TO SUPPORT GLAZING CONCEALED BY THE GWB AND P.LAM PANEL. PROVIDE CLEAR CAULKING AROUND THE PERIMETER T/O SILL SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RALS001) MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING ON 6' 20ga. STEEL STUDS. 12'x4' BLACK TILE BASE ON ADDITIONAL ° PLYWOOD (TL -3) FINISHED FLOOR CONTRACTOR TO VERIFY LOCATION OF ALL MALL SERVICES NE DUCTS) ABOVE THE EXISTING CEILING AND REPORT ANY AND ALL POSSIBLE CONFLICTS TO THE CONSULTANTS AS SOON AS POSSIB.E FINISHED CEILING 11'-0' PROVIDE STEEL STUD LINTELS TO SUPPORT NEW STOREFRONT, COORDINATE DESIGN WITH STEEL STUD ENGINEER MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING MOUNTED TO 20ga. STEEL STUDS. SSR GLASS ENTRANCE DOORS, REFER TO A110 FOR HARDWARE, 2 SECTION DETAIL SCALE: 1-1/2" = P -O" MOSAIC TILE ON A MORT BED ON 5/8' FIBREGLAS REINFORCED GYPSUM SHEATHING ON 6' 20ga. STUDS. 12'x4' BLACK TILE BASE ADDITIONAL X° PLYWOOI (TL -3) HDWD FLOORING ON 3/4' PLYWOOD SUS -FLOOR • F -------IL DASHED LINE DENOTES PRE -FINISHED METAL (BLACK) TO BE INSTALLED AROUND THE PERIMETER AND INSTALLED BEHIND THE MOSAIC TILE 14' - 1' V.I.F. U/S MALL BLKHEAD LEASELINE 14'-0' V.I.F. T/O STOREFRONT MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING MOUNTED TO 2053a. STEEL STUDS. DASHED LINE DENOTES RECESS BEYOND FOR TRACK LIGHTING. 101-01 U/S OF NEW BH SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RALW01) SECTION DETAIL SCALE: 1-1/2" °EL d 3 2 W Ul O SECTION DETAIL SCALE: 1-1/2" = 1'-O" PROVIDE STEEL STUD LINTELS TO SUPPORT NEW STOREFRONT, COORDINATE DESIGN WITH STEEL STUD ENGINEER CONTINUE MOSAIC TILE TO THE U/S OF THE RECESS IN BULKHEAD / TRACK LIGHTIN TO BE INSTALLED IN RECESS ss • •.s•. P .e 2'-8y° ° 103/4. 4/5 A714 4/5 A714 2'-1V4' MOSAIC TILE 1 SSR 834 DASHED LINE DENOTES PRE -FINISHED METAL (BLACK) TO BE INSTALLED AROUND THE PERIMETER AND INSTALLED BEHIND THE MOSAIC TILE 14---l' Y.I.F. U/S LEASELIN MALL BLKHE, 3 14'-0' V.I.F. T/O STOREFRONT HATCHED AREA DENOTES THE MAX. - EXTENTS OF THE lb SIGNAGE. MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING MOUNTED TO 20ga. STEEL STUDS. '-0° 10 / U/S OF NEW BH SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RAL9001) 2' s s:s XV& a w 6•e s X' TEMPERED STOREFRONT GLAZING, COMPLETE WITH SILICONE JOINTS. STOREFRONT LINE LEASE L INE ' TEMPERED STOREFRONT GLAZING, COMPLETE WITH SILICONE JOINTS. STAINLESS STEEL INSERT TO SUPPORT GLAZING CONCEALED BY THE GWB AND P.LAM PANEL. PROVIDE CLEAR CAULKING AROUND THE PERIMETER T/O SILL SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RALS001) MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING ON 6' 20ga. STEEL STUDS. 12'x4' BLACK TILE BASE ON ADDITIONAL ° PLYWOOD (TL -3) FINISHED FLOOR CONTRACTOR TO VERIFY LOCATION OF ALL MALL SERVICES NE DUCTS) ABOVE THE EXISTING CEILING AND REPORT ANY AND ALL POSSIBLE CONFLICTS TO THE CONSULTANTS AS SOON AS POSSIB.E FINISHED CEILING 11'-0' PROVIDE STEEL STUD LINTELS TO SUPPORT NEW STOREFRONT, COORDINATE DESIGN WITH STEEL STUD ENGINEER MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING MOUNTED TO 20ga. STEEL STUDS. SSR GLASS ENTRANCE DOORS, REFER TO A110 FOR HARDWARE, 2 SECTION DETAIL SCALE: 1-1/2" = P -O" MOSAIC TILE ON A MORT BED ON 5/8' FIBREGLAS REINFORCED GYPSUM SHEATHING ON 6' 20ga. STUDS. 12'x4' BLACK TILE BASE ADDITIONAL X° PLYWOOI (TL -3) HDWD FLOORING ON 3/4' PLYWOOD SUS -FLOOR • F -------IL DASHED LINE DENOTES PRE -FINISHED METAL (BLACK) TO BE INSTALLED AROUND THE PERIMETER AND INSTALLED BEHIND THE MOSAIC TILE 14' - 1' V.I.F. U/S MALL BLKHEAD LEASELINE 14'-0' V.I.F. T/O STOREFRONT MOSAIC TILE ON A MORTAR BED ON 5/8' FIBREGLASS REINFORCED GYPSUM SHEATHING MOUNTED TO 2053a. STEEL STUDS. DASHED LINE DENOTES RECESS BEYOND FOR TRACK LIGHTING. 101-01 U/S OF NEW BH SSR = SCHLUTER STRIP (RONDEC - BRIGHT WHITE - RALW01) SECTION DETAIL SCALE: 1-1/2" °EL d 3 Vl W Ul O << V� Q lu lS � O < al to d) t }< m O ft— Vl in 10= FOR Dp EMIOw 18d= FOR CD WAMS w"FORiwlI "fn Scales AS NOW Date 13 Aigust 2014 Dram bjs MA CfIS&ad Dt. G5L Job Nwi m 496WM20 aaaaa Vl Ul O << V� lu n !j tp O < al to d) t }< m O ft— Vl 18 w TO LLL w/om 10= FOR Dp EMIOw 18d= FOR CD WAMS w"FORiwlI "fn Scales AS NOW Date 13 Aigust 2014 Dram bjs MA CfIS&ad Dt. G5L Job Nwi m 496WM20 A715 r ------------i I I I I I 12" WIDE, 20 GA. I METAL STRAPPING ------------ SIZED AS REQUIRED TO SUPPORT FIXTURE r-----------� I I I I �y L — _ _ _ _ _ _ — — — — J COAT � 400KS —BLOCKING DETAIL SCALE: 1/4' = I'-0' G.G. TO PROVIDE GA. METAL STRAP BLOGKING AS 5HOJ FOR EACH ART WORK LOCATION 14RT WORG-5LOCIGING DETAIL SCALE: 1/2' = I'-0' I i N I I I 12" AIDE, 20 1GA. METAL I L--------------- ------ SLTRAPPING <ITCI 4ENETTE-5LOCfGING DETAIL SCALE: 1/2' = 1'-0' OFFICE—BLOCfG(NG DETAIL SCALE: 1/2' = I'-0' I � I I r----------------------------------� I I I I - - - - - - - - - - - - - - I I I J 12" WIDE, 20 GA. METAL STRAPPING SIZED AS REQUIRED TO SUPPORT FIXTURE I I ---------— I I _J I I i I WALL MOUNTED MIRROR UJ/ 5ALLET 5,4R-5LOCKING DETAIL SCALE: 1/4' = 1'-0' I I I -- - - - -- FJ 12" WIDE, 20 GA METAL STRAPPING Ef - - - - - - - - I WALL MOUNTED MIRROR —BLOCKING DETAIL SCALE: 1/4' = 1'-0' r ---------------------------------------II I I I I I I I I ------- 1 1 I I I I I I I I I I I I I I I N I I I I I I I I I I 12" WIDE, 20 GA METAL STRAPPING 12" WIDE, 20 GA METAL STRAPPING I I I I I I 12" ^10E, 20---------------------------------------J GA. METAL I r---------------------------------------� STRAPPING I I I I I I I I I I I I I I I I I I I I I I I BOIL -FT I I I I I I I I I I = I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I----------------------------- ROLLING RACK -BLOCKING DETAIL SCALE: 1/2' = 1'-0' ALIGN CENTRE OF STRAPPING W/ TOP OF - --� FIXTURE I I I 12" WIDE, 20 GA. METAL STRAPPING ALIGN GENTRE OF STRAPPING W/ GENTRE OF FIXTURE I I I ALIGN GENTRE OF STRAPPING W/ BOTTOM OF FIXTURE I I I I L -------------------------J UJF—W S AND UJF—C8—5L000ING DETAIL SCALE: 1/2' = 1'-0' 12" WIDE, 20 GA. METAL STRAPPING �I_QII �5LATWALL SLOCKINC� DETs41LSLOCKINC� DET,4IL SCALE: 3/4' = 1'-0' I I I I 1D15FLAY TR4CK-5LOGGING DETAIL SCALE: 1/2' = 1'-0' NOTE: G.G. TO PROVIDE ONE (1) ROW OF 12" x 206A STRAP BLOGKING AT ALL WALLS IN THE F.O.H. SALES AREA AT 30" AND 50" A.F.F. TO GENTRELINES 12" WIDE, 20 GA METAL STRAPPING r --------------------- NN\---- ---------------------- I I I � I I I I L -- --------------------------------------J N (— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I I I I � I I I I L -----------------------------------------------J tY r-----------------------------------------------� -� I I I I � i I I I I NL -----------------------------------------------J r -----------------------------------------------i -� I I I I � I I I - PqlP- N I c<l I I I I � I I I I _ _ — — — — J = 5AC,< JR4i=-5LOCKING DETAIL SCALE: 1/2' = 1'-0' G.G. TO PROVIDE 20 GA. METAL STRAP BLOCKING AS SHOWN FOR EACH DISPLAY SYSTEM TRACK -SEE SHEET A140 FOR QUANTITY DISPLAY 5YSTEM 7RAC1<5- SUPPLIED 8 INSTALLED BY LLL U I a I 7 I --- ----------------------------------- I ------------------------ I I------------- I - - - I L---- - - - - - - - - - - - - - - - - - ------------------------ - - I I � O I r---- I ---------------------- --------------------- I I P I� —IN 0 O °J o � I � Wp IFm Cp w/ow 5 I � I t{l ------------------------ r---- I ----------------- --I --- I - I L L ---- scales AS NOTED Dates 13 AAust 2014 Dram Bq: MA/ Sk awdwd ey: cam/ TD Job Naibor: 496WM213 J 12" WIDE, 20 GA. METAL STRAPPING SIZED AS REQUIRED TO SUPPORT FIXTURE I I ---------— I I _J I I i I WALL MOUNTED MIRROR UJ/ 5ALLET 5,4R-5LOCKING DETAIL SCALE: 1/4' = 1'-0' I I I -- - - - -- FJ 12" WIDE, 20 GA METAL STRAPPING Ef - - - - - - - - I WALL MOUNTED MIRROR —BLOCKING DETAIL SCALE: 1/4' = 1'-0' r ---------------------------------------II I I I I I I I I ------- 1 1 I I I I I I I I I I I I I I I N I I I I I I I I I I 12" WIDE, 20 GA METAL STRAPPING 12" WIDE, 20 GA METAL STRAPPING I I I I I I 12" ^10E, 20---------------------------------------J GA. METAL I r---------------------------------------� STRAPPING I I I I I I I I I I I I I I I I I I I I I I I BOIL -FT I I I I I I I I I I = I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I----------------------------- ROLLING RACK -BLOCKING DETAIL SCALE: 1/2' = 1'-0' ALIGN CENTRE OF STRAPPING W/ TOP OF - --� FIXTURE I I I 12" WIDE, 20 GA. METAL STRAPPING ALIGN GENTRE OF STRAPPING W/ GENTRE OF FIXTURE I I I ALIGN GENTRE OF STRAPPING W/ BOTTOM OF FIXTURE I I I I L -------------------------J UJF—W S AND UJF—C8—5L000ING DETAIL SCALE: 1/2' = 1'-0' 12" WIDE, 20 GA. METAL STRAPPING �I_QII �5LATWALL SLOCKINC� DETs41LSLOCKINC� DET,4IL SCALE: 3/4' = 1'-0' I I I I 1D15FLAY TR4CK-5LOGGING DETAIL SCALE: 1/2' = 1'-0' NOTE: G.G. TO PROVIDE ONE (1) ROW OF 12" x 206A STRAP BLOGKING AT ALL WALLS IN THE F.O.H. SALES AREA AT 30" AND 50" A.F.F. TO GENTRELINES 12" WIDE, 20 GA METAL STRAPPING r --------------------- NN\---- ---------------------- I I I � I I I I L -- --------------------------------------J N (— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I I I I � I I I I L -----------------------------------------------J tY r-----------------------------------------------� -� I I I I � i I I I I NL -----------------------------------------------J r -----------------------------------------------i -� I I I I � I I I - PqlP- N I c<l I I I I � I I I I _ _ — — — — J = 5AC,< JR4i=-5LOCKING DETAIL SCALE: 1/2' = 1'-0' G.G. TO PROVIDE 20 GA. METAL STRAP BLOCKING AS SHOWN FOR EACH DISPLAY SYSTEM TRACK -SEE SHEET A140 FOR QUANTITY DISPLAY 5YSTEM 7RAC1<5- SUPPLIED 8 INSTALLED BY LLL U a U Ll J O_ ot v � to V O J 0 t P I� wE Q 0 O °J o MW TO LLL 14/08/15 1881F.p IFOR OD 44/08/11 Wp IFm Cp w/ow 5 I98l�D i:OR PEfd'IlT 44/10/21 iv °J v scales AS NOTED Dates 13 AAust 2014 Dram Bq: MA/ Sk awdwd ey: cam/ TD c u c Lc V • W Ll Q ot v � to V Q J 0 Q !D 0 0 MW TO LLL 14/08/15 1881F.p IFOR OD 44/08/11 Wp IFm Cp w/ow 5 I98l�D i:OR PEfd'IlT 44/10/21 scales AS NOTED Dates 13 AAust 2014 Dram Bq: MA/ Sk awdwd ey: cam/ TD Job Naibor: 496WM213 a a a a a V • Ll ot v � to Lu } MW TO LLL 14/08/15 1881F.p IFOR OD 44/08/11 Wp IFm Cp w/ow 5 I98l�D i:OR PEfd'IlT 44/10/21 scales AS NOTED Dates 13 AAust 2014 Dram Bq: MA/ Sk awdwd ey: cam/ TD Job Naibor: 496WM213 wing: 82 W Y I C) a 0 I w QY Q ETR PNL 11' L1-18 RP/CL1 L1-21 FFF- - - - - - - - - - - -- - --- - - Ti - - - - [�I 1---------------------------------------------� 14 F_ 1 � H ii S2 TO BU AT CA! i II! ! S2\L3 S2 --=' € SUB I € Z2 i' 12 I S2 i € L1-15 13 Z2 (TYP) i l if 4 € € S2 --- - l! Z3 / S2 \ i - €� r€ 4 1_1- 917 fr 1\ 10 'i L1- -38,40,42 II L1-5 L1-39,41 2. I L1-26 II L1-30 WH1-37 1-� 20/2 j —:. ,lc' -- RP/ 7 L1-7 t i (PART) � L1-27,29 EXISTING WIIRE AND S2 CONDUIT TO REMAIN , "22 AR ETR VAV BOX ! RP -7 Z L1-1 L1-20 14 � �� 3 i I - �� 11 1 I ii 5. 33-100 Aii _I � L1-16 j RP -7 13 T € ..x _. .. _ ¢� ............ _...... _...__ . _....... 2 - - L1-1,3-*dw`VV/111 L F8][ 14 TO BUZZER TRANSFORMER 1 ELECTRICAL POWER PLAN N 1/4"=1'-0" DATA AND POWER INSTALLED INSIDE CASH DESK WITH ACCESS FROM THE FRONT (TYP) DE-TAGGERS BY EAS VENDOR POWL. MILLWORKER. WIRINGTOBE INSTALLED BY GENERAL CONTRACTOR (TYP) PLAN ELEVATION THESE DETAILS ARE SHOWN FOR REFERENCE ONLY. COORDINATE DEVICE LOCATIONS WITH ACTUAL FURNITURE LAYOUTS. U/91/1 IV UL II VJ IPILLLU ADJACENT TO POWER AS SHOWN (TYP) ELEVATION 2 �ASHtRAP DETAIL TO ALE POWER GENERAL NOTES: 1. REFER TO SHEET E2.0 FOR ELECTRICAL GENERAL NOTES. 2. REFER TO DETAIL 1 ON SHEET E2.1 FOR IT WIRING DIAGRAM AND ADDITIONAL INFORMATION. 3. REFER TO DETAIL 1 ON SHEET E2.2 FOR TYPICAL SOUND SYSTEM WIRING DETAIL. 4. VERIFY APPROVED FIRE ALARM SYSTEM STROBE LIGHT AND 'KNOX BOX' LOCATIONS WITH FIRE DEPARTMENT AND TONY GVOZDEN. 5. VERIFY FIRE ALARM/LIFE SAFETY SYSTEM REQUIREMENTS WITH THE FIRE DEPT., THE TENANT'S ARCHITECT AND ALLISON BYKOWSKI PRIOR TO BID. MUST USE LANDLORD'S FIRE ALARM/LIFE SAFETY SYSTEM CONTRACTOR: FOX VALLEY FIRE & SAFETY, 847-695-5990, CONTACT: DAVE MATOUSEK. REUSE OF EXISTING CONTROL PANEL, SYSTEM, WIRING, DEVICES, ETC. IS SUBJECT TO FIRE DEPT. AND LANDLORD APPROVAL. VERIFY IF ALLOWED TO REUSE, AND IF ANY SERVICE/MAINTENANCE WORK IS REQUIRED, WITH THE FIRE DEPT. AND DAVE MATOUSEK PRIOR TO BID. 6. ALL WIRING MUST BE INSTALLED IN METAL CONDUIT, AND ALL CONDUIT, JUNCTION BOXES AND ENCLOSURES MUST BE PAINTED RED AND LABELED "FIRE ALARM". VERIFY WITH LANDLORD'S FIRE ALARM CONTRACTOR. 7. PROVIDE REMOTE TEST STATION FOR DUCT SMOKE DETECTORS AT LOCATION DESIGNATED BY THE FIRE DEPT. VERIFY TEST STATION TYPE AND LOCATION WITH THE FIRE DEPT. POWER PLAN KEYED NOTES: ❑ EXTERIOR BUILDING SIGNAGE. PROVIDE WEATHERPROOF JUNCTION BOX WITH LOCKABLE TOGGLE DISCONNECT SWITCH AND CONNECT TO SIGNAGE AS REQUIRED. POWER CONNECTION LOCATED IN A CONCEALED AND ACCESSIBLE LOCATION. COORDINATE FINAL LOCATION AND REQUIREMENTS WITH SIGN VENDOR AND ARCHITECT PRIOR TO ROUGH -IN. ❑2 SHOW WINDOW/DISPLAY WINDOW RECEPTACLE MOUNTED IN CEILING. COORDINATE FINAL LOCATION AND COLOR WITH ARCHITECT PRIOR TO INSTALLATION. ❑3 PROVIDE JUNCTION BOX IN ACCESSIBLE LOCATION ABOVE CEILING FOR POWER TO SENSORMATIC SYSTEM. COORDINATE FINAL EQUIPMENT REQUIREMENTS, LOCATION, AND INSTALLATION WITH SECURITY VENDOR AND ARCHITECT PRIOR TO ROUGH -IN. REFER TO DETAIL 2 ON SHEET E2.2 FOR ADDITIONAL INFORMATION. ® SALES FLOOR RECEPTACLE MOUNTED ON WALL AT 18" AFF. COORDINATE FINISH WITH OWNER AND ARCHITECT PRIOR TO ROUGH -IN. ❑ DEDICATED CIRCUIT FOR CASH REGISTER. ALL WIRING SHALL BE HIDDEN FROM VIEW IN COUNTER. POWER AND DATA DEVICES INSTALLED IN MILLWORK WITH ACCESS FROM THE FRONT. COORDINATE FINAL LOCATION AND INSTALLATION REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH -IN. © STUB POWER AND DATA CONDUITS INTO JUNCTION BOXES LOCATED IN MILLWORK DEAD SPACE. COORDINATE FINAL LOCATION AND INSTALLATION REQUIREMENTS WITH ARCHITECT AND MILLWORK CONTRACTOR PRIOR TO ROUGH -IN. ❑ ROUTE (1) 3/4" POWER AND (2) 3/4" DATA CONDUIT WITH PULL STRING FROM CASHWRAP TO NEAREST WALL. CONCEAL CONDUIT RISER IN WALL. COORDINATE CONDUIT ROUTING AND REQUIREMENTS WITH LANDLORD AND ARCHITECT PRIOR TO ROUGH -IN. ® ROUTE CONDUIT AND CABLES FOR DATA WIRING BACK TO IT/AV HEAD END LOCATION AND TERMINATE WITH NYLON BUSHINGS ADJACENT TO RACK UNLESS NOTED OTHERWISE. ❑g PROVIDE JUNCTION BOX WITH (1) 1" CONDUIT AND PULL STRING FOR SECURITY EQUIPMENT TO SECURITY RACK ON TELEPHONE BOARD. COORDINATE FINAL LOCATION AND REQUIREMENTS WITH ARCHITECT AND AUDIO VENDOR PRIOR TO ROUGH -IN. 10 PROVIDE 2'X2'X3/4" THICK, FIRE TREATED, PLYWOOD BACKBOARD FOR TELECOMMUNICATIONS AND SECURITY EQUIPMENT. CUT TO LENGTHS REQUIRED IN FIELD. PROVIDE #3/0 AWG GROUND BACK TO SERVICE. PROVIDE (1) QUADRAPLEX RECEPTACLE FOR PHONE EQUIPMENT. PROVIDE (1) QUADRAPLEX RECEPTACLE FOR SECURITY RACK. 11 TRAFFIC COUNTER. PROVIDE ROUGH -IN FOR TRAFFIC COUNTER DEVICE. COORDINATE FINAL LOCATION AND INSTALLATION REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH -IN. 12 WIRELESS ACCESS POINT. PROVIDE JUNCTION BOX AND 3/4" CONDUIT WITH PULL STRING BACK TO NETWORK CABINET IN BACK OF HOUSE. COORDINATE FINAL LOCATION AND INSTALLATION REQUIREMENTS WITH ARCHITECT PRIOR TO ROUGH -IN. 13 AUDIO SPEAKER: PROVIDE (1) 3/4" CONDUIT WITH PULL STRING. DAISY CHAIN SPEAKERS AND HOME RUN FROM FURTHEST SPEAKER TO SOUND SYSTEM IN BACK OF HOUSE. 14 INSTALL PUSH BUTTON DELIVERY BUZZER SYSTEM WITH ALL WIRING AND CONDUIT. LOCATE TRANSFORMER ON WALL AT 96" AFF, PUSH BUTTON AT REAR DOOR AT 48" AFF, BUZZER IN SALES AREA HIDDEN FROM VIEW ABOVE CEILING. PROVIDE ALL NECESSARY 120V, 1(p POWER CIRCUITS. JUNCTION BOXES AND COVERPLATES AS REQUIRED FOR COMPLETE INSTALLATION. REFER TO DETAIL 3 ON SHEET E2.2 FOR ADDITIONAL INFORMATION. 15 EXISTING VAV TO REMAIN, FIELD VERIFY CIRCUIT ASSIGNMENT IN EXISTING PANELBOARD. jyjHENDERSON ENGINEERSM 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1450002450 p o �y1��Q�NF�9 vz! rrsPE s 0 OREGON, %% NOV. 12. 2002 / f r EXPIRE�A6/30/16,' z a W } tu v `Vn V1 u UL O O 4 QL V t ul ISSIIED TO LLL 14/08/25 qD ISSLED FOR CD 14/09/15 ISSUED FOR FER11T 14/10/11 ! W ! L! W tu m Drawn N: D S G Checked 8y: Job Number: 49690/14213 r ,n a a a a a p o �y1��Q�NF�9 vz! rrsPE s 0 OREGON, %% NOV. 12. 2002 / f r EXPIRE�A6/30/16,' z U tu v `Vn V1 u UL O 4 QL V t ul ISSIIED TO LLL 14/08/25 ISSUED FOR DD 14/08/11 ISSLED FOR CD 14/09/15 ISSUED FOR FER11T 14/10/11 Scale: Date: 13 August 201 Drawn N: D S G Checked 8y: Job Number: 49690/14213 E5.0 w J J 6 a - _j J_ = 15A: Heating, Ventilating, and Air Conditionin 15A GENERAL INSTRUCTIONS 15A GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. ibyW1111910111 [0119 FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT THE PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: THE ITEM WILL BE FURNISHED BY THE OWNER OR OTHERS. IT IS TO BE INSTALLED AND CONNECTED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE AND READY FOR OPERATION, INCLUDING ITEMS INCIDENTAL TO THE WORK, INCLUDING SERVICES NECESSARY FOR PROPER INSTALLATION AND OPERATION. THE INSTALLATION SHALL BE INCLUDED UNDER THE GUARANTEE REQUIRED BY THIS DIVISION. ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY PLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY A NATIONALLY RECOGNIZED TESTING LABORATORY (E.G. UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. 15A PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15A MATERIAL AND WORKMANSHIP PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF WORK, INCLUDING CARTONS CRATING PAPER STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15A COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS ARE REQUIRED. KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15A ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 15A PROTECTION OF EQUIPMENT AND MATERIALS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. KEEP PREMISES BROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING SYSTEMS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. 15A SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED ANDA COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED", "APPROVED EQUAL", AND "EQUAL" REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15A SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX 6 COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3 -RING BINDER. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH MOTOR STARTERS OR VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. REFER TO DIVISION 1 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 1. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SHOP DRAWINGS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 1, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE ARCHITECT AND ENGINEER'S DESIGNATED REPRESENTATIVES. CONTRACTOR SHALL ALLOW THE ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL AND SHALL CLEARLY INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES BEING PROPOSED. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. 15A ELECTRONIC DRAWING FILES IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON CD-ROM DISK, DVD DISK, FLASH DRIVE OR DIRECT DOWNLOAD, AS DESIRED, FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15A OPERATION AND MAINTENANCE INSTRUCTIONS DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SHOP DRAWINGS, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, CONSULTING ENGINEER, GENERAL CONTRACTOR, SUB -CONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT THREE COPIES OF LITERATURE BOUND IN APPROVED BINDERS WITH INDEX AND TABS SEPARATING EQUIPMENT TYPES TO THE ARCHITECT AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF MECHANICAL SYSTEMS INSTALLED UNDER THIS CONTRACT WILL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE ARCHITECT AND ENGINEER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF, FOR INCLUSION IN THIS BROCHURE. PROVIDE "AS -BUILT" DRAWINGS (SEE DIVISION 1 AND GENERAL CONDITIONS). 15A TRAINING AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE TRAINING TO INCLUDE BUT NOT BE LIMITED TO AN OVERVIEW OF THE SYSTEM AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE OWNER TRAINING WITH AT LEAST 7 DAYS' ADVANCE NOTICE. 15A SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE FOLLOWING SPARE PARTS FOR THE EQUIPMENT FURNISHED FOR THIS PROJECT: A. ONE SET OF SPARE FILTERS OF EACH TYPE REQUIRED FOR EACH UNIT. IN ADDITION TO THE SPARE SET OF FILTERS, INSTALL NEW FILTERS PRIOR TO TESTING, ADJUSTING, AND BALANCING WORK AND BEFORE TURNING SYSTEM OVER TO OWNER. B. FURNISH ONE COMPLETE SET OF BELTS FOR EACH FAN. C. FURNISH THREE OPERATING KEYS FOR EACH TYPE OF AIR OUTLET AND INLET THAT REQUIRE THEM. 15A WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. iby=ill 11rl►[e1_1►111:70111[y.W[e,' PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED TO INSTALL WORK UNDER THIS SECTION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15A ROUGH -IN COORDINATE WITHOUT DELAY ROUGHING -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15A STRUCTURAL STEEL STRUCTURAL STEEL USED FOR SUPPORT OF EQUIPMENT, DUCTWORK AND PIPING SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. SUPPORT MECHANICAL COMPONENTS FROM THE BUILDING STRUCTURE. DO NOT SUPPORT MECHANICAL COMPONENTS FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 15A ACCESS DOORS CONTRACTOR TO FIELD DETERMINE REQUIRED LOCATIONS FOR ACCESS OR MAINTENANCE.OF INSTALLED EQUIPMENT, VALVES, DAMPERS, ETC. AND PROVIDE ACCESS DOORS IN CEILINGS, WALLS, ETC. WHERE INDICATED OR REQUIRED. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. 15A AIR FILTERS PROVIDE FARR 30/30, PLEATED, THROWAWAY TYPE FILTERS, OR SIMILAR AS MANUFACTURED BY AMERICAN AIR FILTER, FLANDERS OR APPROVED EQUAL, UNLESS OTHERWISE INDICATED. AIR UNITS SHALL HAVE NEW FILTERS INSTALLED WHEN THEY ARE OPERATED BEFORE FINAL ACCEPTANCE. IF HVAC EQUIPMENT IS USED DURING THE CONSTRUCTION PERIOD, CONTRACTOR SHALL PROVIDE ONE SET OF FILTERS WHEN THE UNIT IS STARTED AND REPLACE FILTERS WHEN NEEDED, BUT NOT LESS THAN EVERY MONTH. ON THE DAY OF SUBSTANTIAL COMPLETION, THE CONTRACTOR SHALL CLEAN THE UNIT AND PROVIDE A NEW SET OF FILTERS IN THE UNIT. 15A ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. 15A FINAL TESTING AND ADJUSTMENTS FINAL SYSTEM TESTING, BALANCING AND ADJUSTMENTS SHALL BE PERFORMED BY A CONTRACTOR CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB), ASSOCIATED AIR BALANCE COUNCIL (AABC) OR OTHER APPROVED AGENCY. PERFORM TEST READINGS ON FANS, UNITS, COILS, ETC. AND ADJUST EQUIPMENT TO DELIVER SPECIFIED AMOUNTS OF AIR AND WATER. PREPARE TESTING AND BALANCING REPORT LOG SHOWING AIR SUPPLY QUANTITIES, AIR ENTERING AND LEAVING TEMPERATURES AND PRESSURES, WATER FLOWS, WATER ENTERING AND LEAVING TEMPERATURES AND PRESSURES, FAN AND UNIT TEST READINGS, MOTOR VOLTAGE AND AMP DRAWS, ETC., AND SUBMIT SIX COPIES OF THE FINAL COMPILATION OF DATA TO THE ARCHITECT FOR EVALUATION AND APPROVAL BEFORE FINAL INSPECTION OF THE PROJECT. BALANCE AIR SYSTEMS TO WITHIN PLUS OR MINUS 10 PERCENT FOR TERMINAL DEVICES AND BRANCH LINES AND PLUS OR MINUS 5 PERCENT FOR MAIN DUCTS AND AIR HANDLING EQUIPMENT OF THE AMOUNT OF AIR SHOWN ON THE DRAWINGS. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. ADJUST BALANCING DEVICES TO PROVIDE WATER FLOWS WITHIN PLUS OR MINUS 5 PERCENT OF FLOW SPECIFIED ON DRAWINGS OR AS REQUIRED FOR PROPER SYSTEM OPERATION. ADJUST EQUIPMENT TO OPERATE AS INTENDED BY THE SPECIFICATION. ALIGN BEARINGS AND REPLACE BEARINGS THAT HAVE DIRT OR FOREIGN MATERIAL IN THEM WITH NEW BEARINGS WITHOUT ADDITIONAL COST TO THE OWNER. BALANCE CONTRACTOR SHALL INCLUDE IN THE REPORT ANY IMPROPERLY INSTALLED OR MISSING BALANCING DEVICES THAT WOULD NEGATIVELY IMPACT THE SYSTEM OPERATION. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND THAT SYSTEM IS OPERATING SATISFACTORILY. FURTHER ADJUSTMENTS SHALL BE MADE TO OBTAIN UNIFORM TEMPERATURE IN SPACES. CALIBRATE, SET, AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 15A MISCELLANEOUS REMODELING WORK REMOVE ALL UNUSED EQUIPMENT, DUCTWORK, PIPING AND ASSOCIATED SUPPORTS. CAP DUCTWORK AND PIPING AT MAINS AND SEAL AIR AND WATER TIGHT. PROVIDE ITEMS OF HVAC SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS UNLESS SPECIFIED OTHERWISE. COORDINATE ADDITIONAL REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. SEAL AIRTIGHT EXISTING DUCTWORK REQUIRED TO BE ABANDONED IN PLACE OR NOT IN USE AT THE TERMINATION OF THE WORK. CAP AND SEAL WEATHERTIGHT EXISTING ROOF CURBS AND ROOF OPENINGS TO BE ABANDONED IN PLACE AS A RESULT OF EQUIPMENT REMOVAL. CLEAN AND REBALANCE EXISTING DUCTWORK, DIFFUSERS, REGISTERS, AND GRILLES INTENDED FOR REUSE AS REQUIRED OR AS INDICATED ON DRAWINGS. CLEAN AND REFURBISH EXISTING HVAC EQUIPMENT INTENDED FOR REUSE AS REQUIRED FOR PROPER OPERATION INCLUDING REPLACEMENT OF FILTERS, BELTS, MOTORS, REMOTE CONTROLS, AND SAFETY INTERLOCKS. ilby W:iEllwilloreZilgm:LtlNP► COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING SHALL BE IN CONTINUOUS OPERATION. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 15A DUCT INSULATION, DUCTWORK, ACCESSORIES, FLUES AND FANS 15A DUCT INSULATION PROVIDE DUCT LINER IN EXPOSED RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. LINER SHALL BE 1-1/2" THICK,2 POUND DENSITY FIBERGLASS, MINIMUM R-5.0 CERTAINTEED CORP. "TOUGHGARD" OR EQUIVALENT OWENS-CORNING OR KNAUF LONG TEXTILE FIBER DUCT LINER. LINER SURFACE SHALL SERVE AS A BARRIER AGAINST INFILTRATION OF DUST AND DIRT, SHALL MEET ASTM C 1338 FOR FUNGI RESISTANCE AND SHALL BE CLEANABLE USING DUCT CLEANING METHODS AND EQUIPMENT OUTLINED BY NORTH AMERICAN INSULATION MANUFACTURERS ASSOCIATION (NAIMA) DUCT CLEANING GUIDE. INSTALL WITH LINER ADHESIVE AND MECHANICAL FASTENERS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. DUCTWORK SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET METAL BY LINER THICKNESS IN BOTH DIRECTIONS WHERE LINER IS INSTALLED. COVER CONCEALED, RIGID DUCTWORK WITH 2" THICK, 3/4 POUND DENSITY, MINIMUM R-5.0 DUCT WRAP, CERTAINTEED OR EQUIVALENT OWENS-CORNING OR KNAUF WITH HEAVY-DUTY FOIL -SCRIM -KRAFT FACING, AND WITH JOINTS TAPED WITH 3" WIDE FOIL TAPE AS FOLLOWS: A. ROUND AND RECTANGULAR SUPPLY AND RETURN AIR DUCTWORK. B. ROUND AND RECTANGULAR OUTSIDE AIR DUCTWORK. C. ROUND AND RECTANGULAR EXHAUST AND RELIEF AIR DUCTWORK WITHIN 10 FEET OF EXTERIOR DISCHARGE. COVER OUTDOOR AIR, EXHAUST AIR AND RELIEF AIR PLENUMS CONNECTED TO EXTERIOR LOUVERS WITH 1-1/2" THICK, 1.5 POUND DENSITY, RIGID FIBERGLASS INSULATION CONFORMING TO ASTM C612, CLASS 1. INSULATING MATERIALS, ADHESIVES, COATINGS, ETC., SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED RATING OF 50 PER ASTM E 84. CONTAINERS FOR MASTICS AND ADHESIVES SHALL HAVE U.L. LABEL. 15A DUCTWORK PROVIDE GALVANIZED STEEL DUCTWORK AND HOUSINGS AS SHOWN ON DRAWINGS. CONSTRUCT DUCTWORK INCLUDING FITTINGS AND TRANSITIONS IN CONFORMANCE WITH CURRENT SMACNA STANDARDS RELATIVE TO GAUGE, BRACING, JOINTS, ETC. MINIMUM THICKNESS OF DUCT SHALL BE 26 -GAUGE SHEET METAL. REINFORCE HOUSINGS AND DUCTWORK OVER 30" WITH 1-1/4" ANGLES NOT LESS THAN 5'-6" ON CENTERS, AND CLOSER IF REQUIRED FOR SUFFICIENT RIGIDITY TO PREVENT VIBRATION. SUPPORT HORIZONTAL RUNS OF DUCT FROM STRAP IRON HANGERS ON CENTERS NOT TO EXCEED 8'-0". DO NOT SUPPORT CEILING GRID, CONDUITS, PIPES, EQUIPMENT, ETC. FROM DUCTWORK. COORDINATE ROUTING OF DUCTWORK WITH OTHER CONTRACTORS SUCH THAT PIPING, ELECTRICAL CONDUIT, AND ASSOCIATED SUPPORTS ARE NOT ROUTED THROUGH THE DUCTWORK. CONSTRUCT SUPPLY DUCTS TO MEET SMACNA POSITIVE PRESSURE OF 2" W.G. CONSTRUCT RETURN, OUTDOOR AND EXHAUST DUCTWORK UPSTREAM OF FANS TO MEET SMACNA NEGATIVE PRESSURE OF 1" W.G. CONSTRUCT EXHAUST DUCTWORK DOWNSTREAM OF FANS TO MEET SMACNA POSITIVE PRESSURE OF 1" W.G. PROVIDE MILL PHOSPHATIZED OR GALVANEALED FINISH FOR EXPOSED DUCTWORK TO BE FIELD PAINTED. SHOP TREATED SHEET METAL SHALL HAVE GALVANIZED METAL PRIMER APPLIED IN THE SHOP AFTER FABRICATION AND PRIOR TO SHIPPING. SEAL DUCTWORK WITH HEAVY LIQUID SEALANT, HARDCAST IRONGRIP 601, DESIGN POLYMER DP 1010 UNITED MCGILL DUCT SEALER OR APPROVED EQUAL, APPLIED ACCORDING TO SEALANT MANUFACTURER'S INSTRUCTIONS. FOR DUCTS WITH PRESSURE CLASSIFICATION OF 2" W.G. AND GREATER SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT TO MEET SMACNA CLASS B. FOR DUCTS WITH PRESSURE CLASSIFICATION LESS THAN 2" W.G. SEAL TRANSVERSE JOINTS AIRTIGHT TO MEET SMACNA CLASS C. TAPES AND MASTICS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A. FOR EXHAUST DUCTS OPERATING UNDER POSITIVE PRESSURE SEAL JOINTS AND PENETRATIONS TO MEET SMACNA SEAL CLASS A. PROVIDE RADIUS ELBOWS, TURNS, AND OFFSETS WITH A MINIMUM CENTERLINE RADIUS OF 1-1/2 TIMES THE DUCT WIDTH. WHERE SPACE DOES NOT PERMIT FULL RADIUS ELBOWS, PROVIDE SHORT RADIUS ELBOWS WITH A MINIMUM OF TWO CONTINUOUS SPLITTER VANES. VANES SHALL BE THE ENTIRE LENGTH OF THE BEND. PROVIDE MITERED ELBOWS WHERE SPACE DOES NOT PERMIT RADIUS ELBOWS, WHERE SHOWN ON THE DRAWINGS, OR AT THE OPTION OF THE CONTRACTOR WITH THE ENGINEER'S APPROVAL. MITERED ELBOWS LESS THAN 45 DEGREES SHALL NOT REQUIRE TURNING VANES. MITERED ELBOWS 45 -DEGREES AND GREATER SHALL HAVE SINGLE THICKNESS TURNING VANES OF SAME GAUGE AS DUCTWORK, RIGIDLY FASTENED WITH GUIDE STRIPS IN DUCTWORK. VANES FOR MITERED ELBOWS SHALL BE PROVIDED IN ALL SUPPLY AND EXHAUST DUCTWORK AND IN RETURN AND OUTSIDE AIR DUCTWORK THAT HAS AN AIR VELOCITY EXCEEDING 1000 FPM. DO NOT INSTALL VANES IN GREASE DUCTWORK. DUCTS SHALL BE CONNECTED TO FANS, FAN CASINGS AND FAN PLENUMS BY MEANS OF FLEXIBLE CONNECTORS. FLEXIBLE CONNECTORS SHALL BE NEOPRENE COATED GLASS CLOTH CANVAS CONNECTIONS, DURO-DYNE, ELLEN, VENTFABRIC OR EQUAL. FLEXIBLE CONNECTORS SHALL HAVE A FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED RATING NOT HIGHER THAN 50. MAKE AIRTIGHT JOINTS AND INSTALL WITH MINIMUM 1-1/2" SLACK. PROVIDE BALANCING DAMPERS, MANUFACTURED BY RUSKIN, GREENHECK, NAILOR INDUSTRIES, CESCO, LOUVERS & DAMPERS, POTTORFF OR APPROVED EQUAL, WHERE SHOWN ON DRAWINGS AND WHEREVER NECESSARY FOR COMPLETE CONTROL OF AIR FLOW. SPLITTER DAMPERS SHALL BE CONTROLLED BY LOCKING QUADRANTS; PROVIDE YOUNG REGULATOR OR VENTLOK END BEARINGS FOR THE DAMPER ROD. RECTANGULAR VOLUME DAMPERS SHALL BE OPPOSED BLADE INTERLOCKING TYPE. ROUND VOLUME DAMPERS SHALL BE BUTTERFLY TYPE CONSISTING OF CIRCULAR BLADE MOUNTED TO A SHAFT. DAMPER LEAKAGE FOR OUTSIDE AIR DAMPERS SHALL NOT EXCEED 4.0 CFM/SQUARE FOOT IN FULL CLOSED POSITION AT 1" WG PRESSURE DIFFERENTIAL ACROSS DAMPER. REFERENCE MANUFACTURER AND MODEL NUMBER FOR OUTSIDE AIR DAMPERS IS RUSKIN MODEL CD -50. PROVIDE "SPIN -IN" FITTING WITH DOUBLE BEARING VOLUME DAMPER FOR ROUND DUCTWORK BRANCH TAKEOFFS TO INDIVIDUAL AIR DEVICES. OMIT DAMPER AT TAKEOFF FITTING WHEN DAMPER IS LOCATED DOWNSTREAM OF TAKEOFF. WHERE ACCESS TO DAMPERS THROUGH A HARD CEILING IS REQUIRED, PROVIDE A METROPOLITAN AIR TECHNOLOGY MODEL RT -250 OR EQUAL BY YOUNG'S REGULATOR CONCEALED, CABLE OPERATED VOLUME DAMPER WITH REMOTE OPERATOR. DAMPER SHALL BE ADJUSTABLE THROUGH THE DIFFUSER FACE OR FRAME WITH STANDARD 1/4" NUTDRIVER OR FLAT SCREWDRIVER. CABLE ASSEMBLY SHALL ATTACH TO DAMPER AS ONE PIECE WITH NO LINKAGE ADJUSTMENT. POSITIVE, DIRECT, TWO-WAY DAMPER CONTROL SHALL BE PROVIDED WITH NO SLEEVES, SPRINGS OR SCREW ADJUSTMENTS TO COME LOOSE AFTER INSTALLATION. SUPPORT CABLE ASSEMBLY TO AVOID BENDS AND KINKS IN CABLE. WHERE APPROVED BY ARCHITECT, A CEILING CUP WITH COVER PLATE CAN BE USED FOR ACCESS TO CABLE OPERATOR. ROUND OR OVAL DUCTWORK SHALL BE SEMCO, UNITED, WESCO OR EQUAL, SHEETMEfAL, WITH SMOOTH INTERIOR SURFACE, WITH LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) ROUND DUCTWORK GAUGES PER THE FOLLOWING TABLE (REFERENCE SMACNA HVAC DUCT CONSTRUCTION STANDARDS FOR GAUGES WHEN PRESSURES EXCEED 2" W.G.): SIZE DUCT GAUGE FITTING GAUGE 14" & UNDER 26 24 15" THRU 26" 24 22 28" THRU 36" 22 20 38" THRU 50" 20 20 52" THRU 60" 18 18 LINDAB SPIROSAFE, LEWIS & LAMBERT OR APPROVED EQUAL FACTORY - MANUFACTURED ROUND DUCTWORK AND FITTINGS MAY BE SUBSTITUTED FOR SPECIFIED ROUND BRANCH DUCTWORK AT CONTRACTORS OPTION. HEAVY LIQUID JOINT SEALANT MAY BE OMITTED ON FACTORY -MANUFACTURED ROUND DUCTWORK. LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) FITTINGS 24" IN DIAMETER AND LESS SHALL BE PREFABRICATED, SPOTWELDED AND INTERNALLY SEALED. CONTINUOUSLY WELD FITTINGS LARGER THAN 24" IN DIAMETER. FITTING GAUGE SHALL BE 22 GAUGE FOR 36" FITTINGS AND UNDER 20 GAUGE FOR LARGER SIZES. 90 DEGREE TEE'S SHALL BE CONICAL TYPE. SEAL LONGITUDINAL AND TRANSVERSE DUCTWORK JOINTS AIRTIGHT WITH HEAVY LIQUID SEALANT APPLIED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROVIDE GAUGE THICKNESS IN MEDIUM PRESSURE DUCT PRESSURE CLASS 3" TO 6" W.G. DUCTWORK AS RECOMMENDED BY SMACNA. ) 15A FLEXIBLE DUCT LOW PRESSURE (DUCT PRESSURE CLASS UP TO AND INCLUDING 2" W.G.) AND MEDIUM PRESSURE (DUCT PRESSURE CLASS 2.1" TO 6" W.G.) FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE 8B, THERMAFLEX TYPE G -KM, M -KE, OR EQUAL (FIRE RETARDANT POLYETHYLENE) PROTECTIVE VAPOR BARRIER, U.L.181 CLASS 1, ACOUSTICAL INSULATED DUCT, R-5.0 FIBERGLASS INSULATION. PROVIDE CPE LINER WITH STEEL WIRE HELIX MECHANICALLY LOCKED OR PERMANENTLY BONDED TO THE LINER. FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5 FEET IN LENGTH, AND SHALL BE INSTALLED FULLY EXTENDED AND STRAIGHT AS POSSIBLE AVOIDING TIGHT TURNS. INSTALL FLEXIBLE DUCT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SUPPORT FLEXIBLE DUCT AT MAXIMUM 5 FEET ON CENTER AND WITHIN 6 INCHES OF BENDS. BENDS SHALL NOT EXCEED A CENTERLINE RADIUS OF ONE DUCT DIAMETER. DUCT SAG SHALL NOT EXCEED 1/2 INCH. SUPPORTING MATERIAL IN DIRECT CONTACT WITH THE DUCT SHALL NOT BE LESS THAN 1-1/2 INCHES IN WIDTH. CONNECT FLEXIBLE DUCT TO RIGID METAL DUCT OR AIR DEVICES AS RECOMMENDED BY THE MANUFACTURER. AT A MINIMUM, INSTALL TWO WRAPS OF DUCT TAPE AROUND THE INNER CORE CONNECTION AND A METALLIC OR NON-METALLIC CLAMP OVER THE TAPE AND TWO WRAPS OF DUCT TAPE OR A CLAMP OVER THE OUTER JACKET. DUCT CLAMPS SHALL BE LABELED IN ACCORDANCE WITH UL -181B AND MARKED 18113-C. DUCT TAPE SHALL BE LABELED IN ACCORDANCE WITH UL 1818 AND MARKED 1818 -FX. 15A AIR DEVICES PROVIDE AIR DEVICES AS SCHEDULED ON DRAWINGS, MANUFACTURED BY CARNES, E.H. PRICE, KRUEGER, NAILOR INDUSTRIES, TITUS, OR TUTTLE & BAILEY. SELECT AIR DEVICES TO LIMIT ROOM NOISE LEVEL TO NO HIGHER THAN NC -30 UNLESS OTHERWISE SHOWN. PROVIDE DEVICES WITH A SOFT PLASTIC GASKET TO MAKE AN AIRTIGHT SEAL AGAINST THE MOUNTING SURFACE. COORDINATE FINAL LOCATION, FRAME, AND MOUNTING TYPE OF AIR DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLANS. SUBMIT COMPLETE SHOP DRAWINGS INCLUDING INFORMATION ON NOISE LEVEL, PRESSURE DROP, THROW, CFM FOR EACH AIR DEVICE, STYLES, BORDERS, ETC. CLEARLY MARKED WITH SPECIFIED EQUIPMENT NUMBER. SUBMIT SAMPLES OF EACH AIR DEVICE AS REQUESTED BY THE ENGINEER. PROVIDE WALL SUPPLY AIR REGISTERS WITH DOUBLE DEFLECTION BLADES AND OPPOSED BLADE DAMPERS. PROVIDE WALL RETURN AIR GRILLES AND EXHAUST AIR REGISTERS WITH HORIZONTAL 35 OR 45 DEGREE ANGLE VISION -PROOF BARS. PROVIDE CONCEALED FASTENERS FOR WALL MOUNTED REGISTERS AND GRILLES. PROVIDE CEILING SUPPLY AIR REGISTERS OF ALUMINUM CURVED BLADE TYPE WITH BLADES PARALLEL TO LONG DIMENSION AND WITH THROW PATTERN AS INDICATED ON DRAWINGS. PROVIDE OPPOSED BLADE DAMPERS FOR SUPPLY AIR REGISTERS AND EXHAUST AIR REGISTERS UNLESS INDICATED OTHERWISE. PROVIDE CEILING MOUNTED AIR DEVICES OF LAY -IN OR SURFACE MOUNTED TYPE AS REQUIRED TO BE COMPATIBLE WITH CEILING CONSTRUCTION. PROVIDE CEILING DIFFUSERS AND GRILLES WITH WHITE ENAMEL FINISH UNLESS NOTED OTHERWISE. PROVIDE LINEAR SLOT DIFFUSERS OF STANDARD ONE-PIECE LENGTHS UP TO 6 -FEET AND FURNISH IN MULTIPLE SECTIONS GREATER THAN 6 -FEET. JOIN MULTIPLE SECTIONS TOGETHER END-TO-END WITH ALIGNMENT PINS TO FORM A CONTINUOUS SLOT APPEARANCE. PROVIDE ALIGNMENT COMPONENTS BY THE MANUFACTURER. PROVIDE PLENUMS BY THE SLOT DIFFUSER MANUFACTURER. PLENUMS SHALL BE INTERNALLY INSULATED, BY THE MANUFACTURER, WITH MINIMUM 1/4" THICK, CLOSED -CELL INSULATION. 15A TEMPERATURE CONTROLS 15A GENERAL REQUIREMENTS PROVIDE A SYSTEM OF TEMPERATURE CONTROLS INCLUDING THERMOSTATS, CONTROL PANELS, TIME SWITCHES, OVERRIDE TIMERS, DAMPER MOTORS, AND RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. PROVIDE INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC EQUIPMENT. CONTROL WIRING SHALL BE SIZED TO ACCOMMODATE THE VOLTAGE DROP ASSOCIATED WITH THE DISTANCE BETWEEN THE CONTROL DEVICE AND THE CONTROLLER. PROVIDE SUPERVISION AND ON -JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION. THE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING THE ACCEPTANCE OF THE SYSTEM BY THE ARCHITECT/ENGINEER. CORRECT DEFECTS OCCURRING DURING THIS PERIOD AT NO ADDITIONAL COST TO THE OWNER. 15A EQUIPMENT MANUFACTURERS AND MODEL NUMBERS ARE LISTED FOR REFERENCE AS TO QUALITY AND FEATURES REQUIRED FOR THE CONTROL DEVICES. PROVIDE CONTROL DEVICES BY BARBER-COLMAN, HONEYWELL, JOHNSON CONTROLS, TRANE OR WHITE RODGERS WITH QUALITY AND FEATURES AS INDICATED. 15A TEMPERATURE CONTROLS 15A GENERAL REQUIREMENTS PROVIDE A SYSTEM OF TEMPERATURE CONTROLS INCLUDING THERMOSTATS, CONTROL PANELS, TIME SWITCHES, OVERRIDE TIMERS DAMPER MOTORS AND RELAYS REQUIRED TO PROVIDE THE DESIRED SEQUENCE OF OPERATION. PROVIDE INTEGRATED WIRING DIAGRAMS SHOWING INTERCONNECTIONS BETWEEN FIELD INSTALLED EQUIPMENT AND PACKAGE WIRING FURNISHED WITH THE HVAC EQUIPMENT. CONTROL WIRING SHALL BE SIZED TO ACCOMMODATE THE VOLTAGE DROP ASSOCIATED WITH THE DISTANCE BETWEEN THE CONTROL DEVICE AND THE CONTROLLER. PROVIDE SUPERVISION AND ON -JOB CHECKOUT SERVICE AS REQUIRED TO ENSURE THAT INSTALLATION MEETS REQUIREMENTS OF THE SPECIFICATION. THE SYSTEM SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING THE ACCEPTANCE OF THE SYSTEM BY THE ARCHITECT/ ENGINEE R. CORRECT DEFECTS OCCURRING DURING THIS PERIOD AT NO ADDITIONAL COST TO THE OWNER. 15A EQUIPMENT MANUFACTURERS AND MODEL NUMBERS ARE LISTED FOR REFERENCE AS TO QUALITY AND FEATURES REQUIRED FOR THE CONTROL DEVICES. PROVIDE CONTROL -COLMAN, HONEYWELL, JOHNSON CONTROLS, TRANE OR WHITE DEVICES BY BARBER RODGERS WITH QUALITY AND FEATURES AS INDICATED. O - SUGGEST: PROVIDE SEVEN DAY PROGRAMMABLE THERMOSTAT COMPATIBLE WITH EXISTING BOX CONTROLS THAT FACILITATES THE SPECIFIED SEQUENCE OF OPERATION. ALSO PROVIDE A REMOTE TEMPERATURE SENSOR. INSTALL THERMOSTATS AT 48" AFF TO MEET ADA REQUIREMENTS UNLESS OTHERWISE NOTED ON THE PLANS. 15A SEQUENCE OF OPERATION 15A SERIES FAN POWERED MIXING BOX TERMINAL UNIT (FPB) CONTROL DURING THE OCCUPIED HOURS THE FPB FAN SHALL OPERATE CONTINUOUSLY. WHEN SPACE TEMPERATURE SENSOR CALLS FOR COOLING, THE PRIMARY DAMPER SHALL MODULATE FROM MINIMUM COOLING AIRFLOW POSITION TO MAXIMUM COOLING AIRFLOW POSITION TO MAINTAIN OCCUPIED SPACE TEMPERATURE SET POINT (ADJUSTABLE). WHEN SPACE TEMPERATURE SENSOR CALLS FOR HEATING, THE PRIMARY DAMPER SHALL MODULATE FROM MAXIMUM COOLING AIRFLOW POSITION TO MINIMUM COOLING AIRFLOW POSITION. ON A CONTINUED CALL FOR HEATING, THE PRIMARY DAMPER SHALL BE AT THE MINIMUM AIRFLOW POSITION AND THE REHEAT COIL SHALL BE ENABLED TO MAINTAIN OCCUPIED SPACE TEMPERATURE SET POINT (ADJUSTABLE). ON DETECTION OF SMOKE, FPB FAN SHALL BE SHUT DOWN AS SHOWN ON THE DRAWINGS. DURING THE UNOCCUPIED HOURS THE FPB FAN SHALL BE OFF. WHEN SPACE TEMPERATURE SENSOR CALLS FOR COOLING, THE FAN SHALL BE ENERGIZED AND THE PRIMARY DAMPER SHALL MODULATE FROM FULL CLOSED POSITION TO FULL OPEN POSITION TO MAINTAIN UNOCCUPIED SETPOINT (ADJUSTABLE). WHEN SPACE TEMPERATURE SENSOR CALLS FOR HEATING, THE FAN SHALL BE ENERGIZED AND THE PRIMARY DAMPER SHALL BE AT FULL CLOSED POSITION. THE FPB FAN SHALL CYCLE ON AND OFF TO MAINTAIN UNOCCUPIED SPACE TEMPERATURE SETPOINT (ADJUSTABLE). ON A CONTINUED CALL FOR HEATING, THE PRIMARY DAMPER SHALL REMAIN AT FULL CLOSED POSITION AND THE REHEAT COIL SHALL BE ENABLED TO MAINTAIN UNOCCUPIED SPACE TEMPERATURE SETPOINT. WHEN THE SPACE UNOCCUPIED TEMPERATURE SET POINT IS SATISFIED, THE REHEAT COIL SHALL BE DE -ENERGIZED AND THE FAN SHALL CYCLE OFF AFTER A TIME DELAY. COORDINATE CONTROL SEQUENCE REQUIREMENTS WITH BUILDING LANDLORD. LANDLORD NOTES: VERIFY ANY DEMOLITION WORK, AND ANY NEW WORK, REQUIRED BY THE LANDLORD THAT IS NOT SHOWN ON PLANS WITH ALLISON BYKOWSKI, LANDLORDS OPERATIONS MANAGER, PRIOR TO BID. VERIFY ANY WORK REQUIRED TO PROTECT LANDLORD AND TENANT FIRE ALARM/LIFE SAFETY SYSTEM WIRING AND DEVICES, SPRINKLER PIPING, DUCTWORK, PLUMBING, COMMUNICATION SYSTEM WIRING, ETC. DURING DEMOLITION AND NEW CONSTRUCTION WITH ALLISON BYKOWSKI AND THE TENANT'S ARCHITECT PRIOR TO BID/START OF WORK. REMOVE ANY ABANDONED ROOFTOP EQUIPMENT, INTAKE/RELIEF HOODS, CURBS, PLUMBING VENTS, CONDUITS, PIPE SUPPORTS, PENETRATIONS, ETC. AND PATCH ROOF AS REQUIRED. VERIFY WITH ALLISON BYKOWSKI PRIOR TO OLSSON ROOFING, (630-892-0449), VINCE FRY. VERIFY FIRE DAMPER REQUIREMENTS FOR OPENINGS IN FIRE RATED CEILING, WALL, AND FLOOR ASSEMBLIES (I.E. DIFFUSERS, RETURN/EXHAUST GRILLES, DUCTS, ETC.) WITH THE TENANT'S ARCHITECT AND THE BUILDING DEPT. PRIOR TO BID. ALL MATERIALS AND WORK IN CEILING RETURN AIR PLENUM SHALL BE P BUILDING DEPT. REQUIREMENTS. "PLENUM RATED/APPROVED AS PER Q VERIFY REQUIREMENTS WITH THE TENANT'S ARCHITECT AND THE BUILDING DEPT. PRIOR TO BID/START OF WORK. VERIFY LANDLORD APPROVED METHODS FOR ATTACHING TO THE BUILDING STRUCTURE WHEN HANGING/SUPPORTING HVAC EQUIPMENT, DUCTWORK, PIPING, WATER HEATERS, TRANSFORMERS, FIXTURES, CONDUIT, ETC. WITH THE TENANT'S ARCHITECT AND ALLISON BYKOWSKI PRIOR TO BID. ATTACHING TO ROOF DECK OR UPPER LEVEL FLOOR SLAB IS NOT ALLOWED. MAY BE REQUIRED TO SUBMIT DETAIL/PLAN TO LANDLORD'S STRUCTURAL ENGINEER FOR APPROVAL AT THE TENANT'S EXPENSE. PROVIDE ACCESS TO ANY LANDLORD AND/OR TENANT EQUIPMENT, VALVES, DAMPERS, CONTROLS, CLEANOUTS, J -BOXES, ETC. LOCATED ABOVE GYP BOARD CEILING AND ANY OTHER INACCESSIBLE AREAS AS REQUIRED. VERIFY/COORDINATE REQUIRED ACCESS PANEL LOCATIONS WITH THE TENANT'S ARCHITECT AND TONY GVOZDEN PRIOR TO BID/START OF WORK. SEE NOTES ON PLANS AND VERIFY ALL MATERIALS AND WORK REQUIRED BY THE LANDLORD PRIOR TO BID. THE MALL OPERATION MANAGER HAS THE AUTHORITY TO MAKE ON SITE DECISIONS AND FIELD CHANGES IN ACCORDANCE WITH WESTFIELD TENANT CRITERIA AND ANY SPECIFIC MALL OPERATION NEEDS. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S "MECHANICAL/ELECTRICAL DESIGN CRITERIA" ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL OPERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFLICT WITH CODES OR ORDINANCES, THE STRICTEST INTERPRETATION SHALL APPLY. HENDERSON ENGINEERSr1ij_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1450002450 V N `o `o 0 0 a o U p t 0 ` p o Q u - = p a a E _,� 6 p v o - -�c PFR? OFFss GINEER /9 -842#2PE r .//, v 1�%,GOREGON,�o` '�'s 10 Y t 3, 2Q �i¢ - �`�,r. EXPIRES 12/31/14 V I 7— O a W } T 4 0 i ju 0 § W_ v yL-� Lu � § a U § a O § -1 f- m rr- V 6p 0 < A Lu Z) Q to =3 Q W =3 d) o W =31 d) 40 N 4 — K $ AL C 0 in � r O 4 0 O O so 4 o ISSUED TO LLL 14/08!15 ISSLED FOR DD 14/08/21 ISSUED FOR = 14/09/15 It "t Scale: Date: 13 August 2014 Drawn By: ATB a a <j< a PFR? OFFss GINEER /9 -842#2PE r .//, v 1�%,GOREGON,�o` '�'s 10 Y t 3, 2Q �i¢ - �`�,r. EXPIRES 12/31/14 V I 7— O I- 4 0 ju H_ W_ v yL-� ffQ^5 IV t" V/ Q —1 �?w § _0 j6N �t � rr- V 6p 0 < < x i V V > x 7- ff nn Ei �v, NI— 5 < iR 4 — K $ AL 0 ul <>x ISSUED TO LLL 14/08!15 ISSLED FOR DD 14/08/21 ISSUED FOR = 14/09/15 ISSIED FOR POVIT 14/10/21 Scale: Date: 13 August 2014 Drawn By: ATB Owcked E�: Job Nwber: 49690/14213 ii cr w J _J 6 0 - n n a•r� GENERAL NEW NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXTRA COST TO THE OWNER. 4. WHERE SHUTDOWN OF EXISTING SYSTEMS IS REQUIRED DURING NEW WORK, COORDINATE SHUTDOWN TIME AND DURATION WITH THE OWNER TO MINIMIZE DOWNTIME. NOTIFY OWNER SEVEN (7) DAYS PRIOR TO INTERRUPTION OF SERVICE. 5. DURING INSTALLATION OF NEW WORK, AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN. REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE OWNER. 6. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. 7. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 8. REFER TO ARCHITECTURAL DRAWINGS FOR RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. VERIFY CHASES AND PENETRATIONS SHOWN ON ARCHITECTURAL DRAWINGS THAT ARE INTENDED FOR DUCTWORK AND PIPING MEET REQUIREMENTS. 9. COORDINATE LOCATION OF ROOF MOUNTED HVAC EQUIPMENT AND ROOF PENETRATIONS WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. 10. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING/RETURN AIR PLENUM INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. 11. INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 12. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DUCTWORK AND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF EXCEPT WHERE CONCRETE INSERTS IN CONCRETE SLABS ARE ALLOWED BY THE SPECIFICATIONS. 13. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 14. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 15. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 16. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. ry W J J_ J J_ 2 a - 17. LOCATE AND SET THERMOSTATS AND TEMPERATURE SENSORS AT LOCATIONS SHOWN ON PLANS. VERIFY EXACT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION. INSTALL DEVICES WITH TOP OF DEVICE AT MAXIMUM 48" AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT PROVIDED BY DIVISION 16. AT A MINIMUM, PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX TO 6" ABOVE THE CEILING. 18. COORDINATE THE LOCATION AND ELEVATION OF WALL -MOUNTED DEVICES WITH PRESENTATION BOARDS, DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS SHOWN ON THE ARCHITECTURAL DRAWINGS THAT ARE TO BE INSTALLED UNDER OTHER DIVISIONS. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF WALL -MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION. 19. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT TAKEOFF FROM MAIN SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTS. 20. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND BRANCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR BRANCH DUCT CONNECTIONS AND TAKE -OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES. 21. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED. PROVIDE A NEW SET OF AIR FILTERS IN UNITS PRIOR TO TESTING, ADJUSTING AND BALANCING. AND BEFORE TURNING SYSTEM(S) OVER TO OWNER. 22. CONTRACTOR SHALL FIELD VERIFY THAT THE EXISTING EQUIPMENT INCLUDING ACCESSORIES BEING REUSED FOR THIS PROJECT IS NOT DAMAGED AND IS IN GOOD WORKING ORDER. REPORT ANY DEFICIENCIES TO THE OWNER OR ARCHITECT. CONTRACTOR SHALL SUBMIT TO THE OWNER AND ARCHITECT A WRITTEN REPORT DESCRIBING TESTS PERFORMED TO VERIFY OPERATION AND RESULTS OF THE TESTS. 23. CLEAN EXISTING EQUIPMENT AND EQUIPMENT COMPONENTS BEING REUSED FOR THIS PROJECT. PROVIDE NEW FILTERS FOR EXISTING AIR HANDLING EQUIPMENT PRIOR TO STARTUP OF EQUIPMENT. NEW FILTERS SHALL BE COMPATIBLE WITH THE EXISTING EQUIPMENT AND EQUAL IN PERFORMANCE TO THE EXISTING FILTERS AT NEW CONDITION UNLESS OTHERWISE NOTED. CLEAN STRAINERS IN PIPING SYSTEMS PRIOR TO STARTING PUMPS. 24. LUBRICATE EXISTING EQUIPMENT BEING REUSED FOR THIS PROJECT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. OBTAIN INSTRUCTIONS FROM MANUFACTURER IF THEY ARE NOT AVAILABLE AT THE SITE. 25. THIS PROJECT UTILIZES A PLENUM RETURN AIR CEILING DESIGN. ALL EQUIPMENT AND MATERIALS INSTALLED IN THE PLENUM RETURN CEILINGS MUST MEET THE FLAME SPREAD AND SMOKE DEVELOPED RATINGS OF 25/50 AND BE APPROVED FOR USE IN PLENUM RETURN CEILINGS. 26. CONTRACTOR SHALL OBTAIN A COPY OF THE LANDLORD'S TENANT CRITERIA MANUAL. TENANT CRITERIA MANUAL IS AN INTEGRAL PART OF THIS CONTRACT. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE LANDLORD REQUIREMENTS AT NO ADDITIONAL COST TO THE TENANT. MECHANICAL HVAC SCALE: 3/16"=V-0" GENERAL DEMOLITION NOTES: 1. COORDINATE ALL DEMOLITION WITH WHAT IS SHOWN ON ARCHITECTURAL PLANS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER OR OWNER, AS DEFINED IN BID DOCUMENTS, OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 3. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 4. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO SALVAGED EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. 5. REMOVE ITEMS SHOWN HEAVY -LINED DASHED, CROSSHATCHED, AND/OR NOTED TO BE REMOVED. 6. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. 7. SEAL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE MECHANICAL COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR DAMAGED SURFACES TO MATCH ADJACENT AREAS OR AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 8. REMOVE HANGERS AND SUPPORTS WHERE DUCTWORK, PIPING AND/OR EQUIPMENT ARE REMOVED AND THE EXISTING HANGERS AND SUPPORTS ARE NOT USED FOR THE NEW INSTALLATION. 9. INSTALL PERMANENT CAPS WHERE DUCTWORK AND PIPING IS REMOVED AND THE EXISTING TAPS ARE NOT USED FOR THE NEW INSTALLATION. WHERE DUCTWORK AND PIPING ARE REMOVED AND THE EXISTING TAPS WILL BE USED FOR THE NEW INSTALLATION, INSTALL TEMPORARY CAPS TO PROTECT THE INTERIOR SURFACES UNTIL NEW DUCTWORK AND PIPING ARE INSTALLED. 10. INSPECT EXISTING EQUIPMENT TO REMAIN TO VERIFY THAT EQUIPMENT IS OPERATING PROPERLY. NOTIFY OWNER OF DAMAGED AND/OR MALFUNCTIONING COMPONENTS. 11. WHERE SHUTDOWN OF EXISTING SYSTEMS IS REQUIRED DURING DEMOLITION, COORDINATE SHUTDOWN TIME AND DURATION WITH OWNER TO MINIMIZE DOWNTIME. NOTIFY OWNER SEVEN (7) DAYS PRIOR TO INTERRUPTION OF SERVICE. LANDLORD NOTES: REUSE OF EXISTING AIR HANDLER UNITS, OUTSIDE AIR INTAKE AND RELIEF HOODS, ROOF CURBS, ROOF PENETRATIONS, HOT AND CHILLED WATER PIPING, HEATERS, SMOKE AND TOILET EXHAUST FANS, OUTSIDE AIR AND RELIEF AIR DUCTWORK, MOTORIZED DAMPERS, CONTROLS, CONDENSATE PIPING, EQUIPMENT AND PIPING SUPPORTS, CONDUIT, WIRE, ETC. IS SUBJECT TO BUILDING DEPT. AND LANDLORD APPROVAL. VERIFY IF ALLOWED TO REUSE AND IF ANY WORK IS REQUIRED, WITH THE BUILDING DEPT. AND TONY GVOZDEN PRIOR TO BID. MAY BE REQUIRED TO EMPLOY A LANDLORD APPROVED HVAC CONTRACTOR TO VERIFY CONDITION AND OPERATION OF THE ABOVE, AND REPAIR OR REPLACE AS REQUIRED. IF ALLOWED TO REUSE EXISTING AIR HANDLER UNIT, MUST PRESSURE WASH OR STEAM CLEAN HEATING AND COOLING COILS. REPAIR OR REPLACE ANY DAMAGED OR MISSING HOT AND CHILLED WATER PIPING INSULATION AND DUCTWORK INSULATION AS REQUIRED. VERIFY PRIOR TO BID. VERIFY CONDITION OF TOILET EXHAUST SYSTEM; PATCH AND SEAL ANY DUCT LEAKS, AND REPAIR OR REPLACE FAN IF/AS REQUIRED. VERIFY PRIOR TO BID. LANDLORD APPROVED AIR/WATER BALANCING CONTRACTOR IS REQUIRED. REPORT SHALL INCLUDE MINIMUM OUTSIDE AIR CFM, AND REFRIGERANT CHARGE/PRESSURE, REFRIGERANT SUCTION TEMPERATURE, AND GAS PRESSURE FOR EACH RTU. ETR 12" SUPPLY DUCT THROUGH DECK MECHANICAL KEY NOTES: O CONNECT NEW SUPPLY AIR DUCTWORK TO EXISTING FAN POWERED VAV BOX. PROVIDE TRANSITION AS REQUIRED. SET BOX MINIMUM PRIMARY AIRFLOW TO 600 CFM. O EXISTING EXHAUST FAN, ASSOCIATED DUCTWORK AND PENETRATION TO REMAIN. O3 CEILING DIFFUSERS INSTALLED IN ACCESSIBLE CEILINGS SHALL HAVE CABLE OPERATED DAMPERS FOR AIR BALANCING. PROVIDE CABLE OPERATED VOLUME DAMPER BY METROPOLITAN AIR TECHNOLOGIES MODEL RT -250 WITH EXTERNAL WORM GEAR OR YOUNG REGULATOR EQUIVALENT BUTTERFLY DAMPER WITH 270-275 CONTROLLER. DAMPER CABLE ACTUATOR SHALL BE ACCESSIBLE FOR BALANCING FROM PLENUM OF A SLOT DIFFUSER OR THE TOP OF A SQUARE OR ROUND FACE DIFFUSER AS APPLICABLE. INSTALL VOLUME DAMPER AT LOCATION INDICATED ON PLAN. O4 DO NOT ROUTE DUCTWORK, PIPING, ETC. OVER ELECTRICAL PANEL BOARDS. RELOCATE ANY EXISTING PIPING OR DUCTWORK WHICH IS ROUTED OVER THE PANELS (AS NECESSARY TO MEET CODE REQUIREMENTS). O5 EXISTING DUCTWORK TO REMAIN. SHIFT EXISTING VAV BOX AND DUCTING AWAY FROM WALL. COORDINATE WALL LOCATION AND WALL HEIGHT WITH ARCHITECT. 6O EXISTING VAV BOX AND ACCESSORIES TO REMAIN UNLESS NOTED OTHERWISE. CONTRACTOR SHALL PROVIDE AN EVALUATION REPORT STATING CONDITION OF UNIT AND NOTING MISSING OR DEFECTIVE ITEMS. SUBMIT REPORT TO CONSTRUCTION MANAGER AND OWNER'S REPRESENTATIVE TO DETERMINE IF UNIT REPLACEMENT IS REQUIRED. �7 CONTRACTOR SHALL UNDERCUT THE RESTROOM DOOR 1" TO ALLOW FOR AIRFLOW TO THE EXHAUST FAN. RELOCATE EXISTING TEMPERATURE SENSOR. VERIFY CONDITION AND OPERATION OF EXISTING TEMPERATURE SENSOR. PROVIDE A NEW TEMPERATURE SENSOR IF ONE IS NOT PRESENT OR IN WORKING ORDER. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PRODUCTION OF COORDINATION DRAWINGS. COORDINATION DRAWINGS SHALL INDICATE PROPOSED LOCATIONS OF PIPING, DUCTWORK, SPRINKLER PIPING, AND LIGHTING, AS WELL AS LOCATIONS OF STRUCTURAL BEAMS AND OTHER RELEVANT STRUCTURAL FEATURES. COORDINATION DRAWINGS SHALL INDICATE HEIGHTS OF ALL DUCTWORK, PIPING, STRUCTURAL BEAMS, AND CEILINGS TO ENSURE INSTALLED EQUIPMENT WILL FIT ABOVE CEILING. GENERAL CONTRACTOR SHALL SUBMIT COORDINATION DRAWINGS TO ARCHITECT AND ENGINEER FOR REVIEW PRIOR TO COMMENCING CONSTRUCTION. ANY REVISIONS TO DUCTWORK, EQUIPMENT, CONDUIT OR PIPING REQUIRED BY CONTRACTOR FAILURE TO SUBMIT PROPERLY PREPARED SHOP DRAWINGS FOR COORDINATION SHALL BE THE RESPONSIBILITY OF THE HVAC CONTRACTOR AT NO ADDITIONAL COST TO THE CLIENT AND DELAY TO THE PROJECT SCHEDULE. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TO ARCHITECT AND ENGINEER A FINAL TEST AND BALANCE REPORT PER MECHANICAL SPECIFICATIONS. TEST AND BALANCE REPORT SHALL BE PROVIDED TO ARCHITECT AND ENGINEER PRIOR TO ENGINEER'S FINAL PUNCH. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING/RETURN AIR PLENUM INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE OWNER. x1jHENDERSON ENGINEERS_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1450002450 C M a 0 `o tC 77 /O/FR IE G N p '�s GAY t 3, ZQ� �i2` t�lP G EXPIRES 12/31/14 z D Lu } �XX V� V/ ® 1n Q j-- N v } - i< 'Ell) V tu iQ I Q ISSUED TO LLL 14/08/25 ISSI,ED FOR DD 14/08/21 ISSLED FOR CD 14/09/15 ISSM FOR F'ER11T Q Q Lu 0) Q Lu d) Q W d) Q Lu d Scale: Date: 13 August 2014 Q ATB Checked 89: Job Number: 49690/14213 y� aaaaa /O/FR IE G N p '�s GAY t 3, ZQ� �i2` t�lP G EXPIRES 12/31/14 z �XX V� V/ ® 1n Q j-- N v } - i< 'Ell) V tu <0�> I ISSUED TO LLL 14/08/25 ISSI,ED FOR DD 14/08/21 ISSLED FOR CD 14/09/15 ISSM FOR F'ER11T 14/10/21 Scale: Date: 13 August 2014 Drawn Ey: ATB Checked 89: Job Number: 49690/14213 SECTION 15B: PLUMBING: 15B GENERAL INSTRUCTIONS 15B GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE PLUMBING SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND THE DRAWINGS ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES ON THE DRAWINGS AND SPECIFICATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF SAME PRIOR TO PROCEEDING WITH THE WORK INVOLVED, IN ORDER THAT CORRECT PROGRESS OF THE WORK MAY BE PERFORMED. 15B DEFINITIONS FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF, THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, IT MEANS INCREASED INVOLVEMENT BY, AND OBLIGATIONS TO, THE ENGINEER, IN ADDITION TO INVOLVEMENT BY, AND OBLIGATIONS TO, THE "ARCHITECT". AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERM LEAD FREE REFERS TO THE WETTED SURFACE OF PIPE, FITTINGS AND FIXTURES IN POTABLE WATER SYSTEMS THAT HAVE A WEIGHTED AVERAGE LEAD CONTENT =0.25% PER SAFE DRINKING WATER ACT AS AMENDED JANUARY 4, 2011 SECTION 1417. 15B PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 15B MATERIAL AND WORKMANSHIP MATERIAL, EQUIPMENT, AND APPARATUS PROVIDED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL BE MADE IN A MANNER THAT WILL COMPLY WITH APPLICABLE CODES AND LAWS. INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, AND NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT OR PIPING AND SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT WILL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS CRATING PAPER, ER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN PIECES OF EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. 15B COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS NOTED ELSEWHERE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION REGARDING CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT, AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. 15B ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. MAINTAIN NECESSARY SIGNAL LIGHTS AND GUARDS FOR THE SAFETY OF THE PUBLIC. Of Lu J J 6 a J J_ S a 158 PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS DURING CONSTRUCTION WHEN NOT IN USE, TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER -PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. 158 SUBSTITUTIONS THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIVED BY THE ENGINEER AT LEAST TEN CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED AND A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE INCLUDING DRAWINGS, CUTS, PERFORMANCE AND TEST DATA AND OTHER INFORMATION NECESSARY FOR AN EVALUATION. A STATEMENT SETTING FORTH CHANGES IN OTHER MATERIALS, EQUIPMENT OR OTHER WORK THAT INCORPORATION OF THE SUBSTITUTE WOULD REQUIRE SHALL BE INCLUDED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTE IS UPON THE PROPOSER. THE ENGINEER'S DECISION OF APPROVAL OR DISAPPROVAL TO BID OF A PROPOSED SUBSTITUTION SHALL BE FINAL. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL", REFER TO APPROVAL BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. NO MATERIAL SUBSTITUTIONS SHALL BE CONSIDERED FOR APPROVAL PRIOR TO AWARD OF CONTRACT. COORDINATE AND VERIFY WITH OTHER TRADES WHETHER OR NOT THE SUBSTITUTED EQUIPMENT CAN BE INSTALLED AS SHOWN ON THE CONSTRUCTION DRAWINGS WITHOUT MODIFICATION TO ASSOCIATED SYSTEMS OR ARCHITECTURAL OR ENGINEERING DESIGN. INCLUDE ADDITIONAL COSTS FOR ARCHITECTURAL AND ENGINEERING DESIGN FEES IN BID IF DRAWING MODIFICATIONS ARE REQUIRED BECAUSE OF SUBSTITUTED EQUIPMENT. 15B SHOP DRAWINGS UPON BEING AWARDED A CONTRACT, SUBMIT TO THE ARCHITECT FOR APPROVAL, SIX (6) COPIES OF MANUFACTURER'S SHOP DRAWINGS FOR EQUIPMENT TO BE FURNISHED UNDER THIS CONTRACT, ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS AND SHEET METAL DUCTWORK FABRICATION DRAWINGS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, VERIFY THAT EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND WILL FIT THE AVAILABLE SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. HIGHLIGHT, MARK, LIST OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA AND ACCESSORIES THAT ARE BEING PROPOSED. SUBMIT SHOP DRAWINGS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR TWO WEEKS ENGINEER REVIEW TIME PLUS MAILING TIME PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL IF REQUIRED. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN HEI'S FIRM NAME OR LOGO, NOR SHALL IT CONTAIN THE HEI'S ENGINEERS' SEAL AND SIGNATURE. THEY SHALL NOT BE COPIES OF HEI'S WORK PRODUCT. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3 -RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH STARTERS OR VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. 158 ELECTRONIC DRAWINGS IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN ELECTRONIC DRAWING FILES IN AUTOCAD OR DXF FORMAT ON CD-ROM DISK, DVD DISK, FLASH DRIVE OR DIRECT DOWNLOAD, AS DESIRED, FROM THE ENGINEER FOR A SHIPPING AND HANDLING FEE OF $200 FOR A DRAWING SET UP TO 12 SHEETS AND $15 PER SHEET FOR EACH ADDITIONAL SHEET. CONTRACTOR SHALL CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. IN ADDITION TO PAYMENT, ARCHITECT'S WRITTEN AUTHORIZATION AND ENGINEER'S RELEASE AGREEMENT FORM MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. 15B WARRANTIES COORDINATE WITH DIVISION 1 AND GENERAL CONDITIONS TO DETERMINE WHAT THE ACTUAL REQUIREMENTS ARE, AND MODIFY THE FOLLOWING AS REQUIRED SO AS TO NOT CONTRADICT THEM. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER AND STATING THE COMMENCEMENT DATE AND TERM. 15B EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE-IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6" LAYERS OF WELL -TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS HEREIN SPECIFIED SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. EXCAVATED MATERIALS WHICH ARE CONSIDERED UNSUITABLE FOR BACKFILL, AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL, SHALL BE DISPOSED OF BY THE CONTRACTOR AT HIS OWN EXPENSE AND RESPONSIBILITY, AND TO THE SATISFACTION OF THE ARCHITECT. 15B COINCIDENTAL DAMAGE CONTRACTOR SHALL REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS AND FINISHES ETC. THAT HE DAMAGES IN THE COURSE OF THIS PROJECT. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET REQUIREMENTS OF THE LOCAL AUTHORITIES HAVING JURISDICTION AND MEET THE SATISFACTION OF THE ARCHITECT. 15B CUTTING AND PATCHING OBTAIN PERMISSION FROM THE ARCHITECT BEFORE CUTTING WALLS, FLOORS, CEILINGS, ETC. AS REQUIRED BY THE PROJECT. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. 15B ROUGH -IN BEFORE STARTING CONSTRUCTION, COORDINATE WITH OTHER CONTRACTORS REGARDING ROUGH -IN WITH GENERAL CONSTRUCTION. CONCEAL PIPING, CONDUIT AND ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. 15B STRUCTURAL STEEL STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. 15B ACCESS DOORS PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE INDICATED OR REQUIRED FOR ACCESS TO CONCEALED VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, LOCATION, AND COLOR BEFORE ORDERING. 00M92101211191-2-01161160 PROVIDE SLEEVES FOR PIPES PASSING THROUGH ABOVE GRADE CONCRETE OR MASONRY WALLS, CONCRETE FLOOR OR ROOF SLABS. SLEEVES ARE NOT REQUIRED FOR CORE DRILLED HOLES IN EXISTING MASONRY WALLS, CONCRETE FLOORS OR ROOFS. PROVIDE 10 GAUGE GALVANIZED STEEL SLEEVES FOR SLEEVES 6"V AND SMALLER. PROVIDE GALVANIZED SHEET METAL SLEEVES FOR LARGER THAN 6". SCHEDULE 40 PVC SLEEVES ARE ACCEPTABLE FOR INSTALLATION IN AREAS WITHOUT RETURN AIR PLENUMS. PROVIDE 1/2" THICK CELLULAR FOAM INSULATION AROUND PERIMETER OF NON -PRESSURE PIPE PASSING THRU CONCRETE SLAB ON GRADE. INSULATION SHALL EXTEND TO 2" ABOVE AND BELOW THE CONCRETE SLAB. 15B ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 16. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 16 CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY THE DIVISION 15 CONTRACTOR. FURNISH WIRING DIAGRAMS TO THE DIVISION 16 CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE DIVISION 16 CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. i161:ML161Yilxmva,l[Xil� :421k[olllgwIRelviTN]:7: PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. EXISTING FLOOR DRAINS REQUIRED TO BE ABANDONED OR NOT IN USE AT THE TERMINATION OF THE WORK SHALL BE SEALED GAS-TIGHT. CLEAN TRAP OF DEBRIS AND FILL WITH SILICONE. REMOVE GRATE AND FILL DRAIN BODY WITH GROUT. IN THE FINISHED PORTIONS OF THE BUILDING THEY SHALL BE COVERED WITH FLOOR MATERIAL MATCHING ADJACENT AREA. ANY FLOOR DEPRESSIONS RESULTING FROM ABANDONED FLOOR DRAINS SHALL BE LEVELED BEFORE FINAL FLOOR FINISHING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW -CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB -FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER -TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. 15B BUILDING OPERATION COMPLY WITH THE SCHEDULE OF OPERATIONS AS OUTLINED IN THE ARCHITECTURAL PORTIONS OF THIS SPECIFICATION. BUILDING WILL BE IN OPERATION DURING NORMAL WORK -DAY HOURS. ACCOMPLISH WORK REQUIRING INTERRUPTION OF BUILDING OPERATION AT A TIME WHEN THE BUILDING IS NOT IN OPERATION, AND ONLY WITH WRITTEN APPROVAL OF BUILDING OWNER AND/OR TENANT. COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF SEVEN DAYS IN ADVANCE OF WORK. 15B SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE TESTS ON PORTIONS OF THE WORK MAY BE MADE D AN WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY-FOUR HOURS, WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. U15B UTILITY CONNECTIONS PROVIDE UTILITY CONNECTIONS REQUIRED AND INDICATED ON THE DRAWINGS. INSTALL INTERIOR AND EXTERIOR CONNECTIONS TO "MAINS" AND EXISTING SERVICE LINES COMPLETE AND FUNCTIONING, IN COMPLIANCE WITH THE REQUIREMENTS OF THE CODES HAVING JURISDICTION AND THE SERVING UTILITY INVOLVED. VERIFY THE EXACT LOCATION OF UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS REQUIRING CONNECTION IN THE FIELD PRIOR TO INSTALLATION. WORK IN CONJUNCTION WITH THE UTILITY INVOLVED IN THE INSTALLATION OF SERVICES. VERIFY THAT INSTALLATION WILL TIE INTO THE EXISTING UTILITY MAINS, SERVICE LINES, AND CONNECTION POINTS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY THE ARCHITECT AND THE ENGINEER SO THAT AN ALTERNATIVE MAY BE DETERMINED. PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS THAT ARE NOT FURNISHED BY THE SERVING UTILITY. COORDINATE WITH THE SERVING UTILITY COMPANY REGARDING ITEMS FURNISHED, WORK PERFORMED, AND PERMITS AND INSPECTIONS REQUIRED. PAY ASSOCIATED FEES OR CHARGES. 158 GUARANTEE THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING, INSTALLATION, AND CONNECTION OF PLUMBING SYSTEMS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS. BY SIGNING THE CONTRACT, THE CONTRACTOR ACKNOWLEDGES THAT HE HAS ACQUAINTED HIMSELF WITH THE SITE AND THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND THE DRAWINGS AND SPECIFICATIONS PERTAINING THERETO, AND HE INDICATES THAT HE WILL COMPLY WITH THE REQUIREMENTS AND INTENT OF PERTINENT DOCUMENTS IN THE PERFORMANCE OF THE WORK. GUARANTEE THAT THE PLUMBING INSTALLED UNDER THIS CONTRACT IS FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF JOB ACCEPTANCE BY THE OWNER. THIS SHALL INCLUDE A GUARANTEE OF FREE CIRCULATION OF LIQUIDS THROUGHOUT THE SYSTEM AS INTENDED WITHOUT LEAKS, EXCESSIVE NOISE, OR WATER HAMMER. IF DEFECTS OCCUR DURING THE ONE YEAR GUARANTEE PERIOD, REPAIR OR REPLACE SUCH DEFECTS AT NO EXPENSE TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT AND ENGINEER. 15A SEISMIC CONTROLS FOR MEPF SYSTEMS SEISMIC PROTECTION CRITERIA: RISK/OCCUPANCY CATEGORY: I, II or III SITE SOIL CATEGORY: CONTRACTOR'S SEISMIC ENGINEER TO DETERMINE SEISMIC DESIGN CATEGORY: CONTRACTOR'S SEISMIC ENGINEER TO DETERMINE COMPONENT IMPORTANCE FACTOR: DETERMINED FROM ASCE 7-2010 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIREMENTS FOR SEISMIC BRACING OF MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS. SEISMIC PROTECTION CRITERIA USED TO DETERMINE SEISMIC BRACING REQUIREMENTS OF ALL MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS SHALL BE DETERMINED BY THE APPLICABLE CODE ADOPTED IN THE PROJECT JURISDICTION. WHERE NOT ALREADY DETERMINED WITHIN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING A LICENSED PROFESSIONAL ENGINEER TO ESTABLISH BUILDING SITE CLASS, SEISMIC DESIGN CATEGORY, SEISMIC ZONE OR ANY OTHER CRITERIA NECESSARY TO DETERMINE THE REQUIREMENTS FOR SEISMIC BRACING ON MECHANICAL, ELECTRICAL AND/OR PLUMBING SYSTEMS. SEISMIC BRACING OF FIRE PROTECTION SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE PROVISIONS OF NFPA 13 (2010 OR LATER EDITION). THE CONTRACTOR SHALL DETERMINE THE TYPE AND LOCATION OF SEISMIC BRACING REQUIRED FOR THE MECHANICAL ELECTRICAL AND PLUMBING ELEMENTS SHOWN ON THE DRAWINGS BASED ON THE ESTABLISHED SEISMIC CRITERIA, THE SIZE AND WEIGHT OF THE SUPPORTED ELEMENT AND THE DISTANCE FROM STRUCTURE OF THE SUPPORTED ELEMENT. THE CONTRACTOR SHALL SUBMIT THE FOLLOWING SHOP DRAWING INFORMATION TO THE AUTHORITY HAVING JURISDICTION AND THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL: (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 OF THE SEISMIC BRACING PRODUCTS. CALCULATIONS SHALL INCLUDE DEAD LOADS, STATIC SEISMIC LOADS AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS. SEISMIC BRACING, RESTRAINTS, ISOLATORS, AND ISOLATION MATERIALS SHALL BE OF THE SAME 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 RECOGNIZED GOVERNMENT AGENCY SHOWING MAXIMUM RESTRAINT RATINGS. SEISMIC BRACING MEASURES TO BE APPLIED TO MECHANICAL/ELECTRICAL/PLUMBING EQUIPMENT AND SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND/OR FEDERAL CODES AS WELL AS MANUFACTURER'S REQUIREMENTS. THE MOST STRINGENT CRITERIA SHALL APPLY. ALL ANCHOR CONNECTIONS TO STRUCTURE FOR SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT, REGARDLESS OF THE NEED FOR SEISMIC RESTRAINTS, SHALL BE SHOWN ON SHOP DRAWINGS. 15B PLUMBING PIPING 15B PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD AND HOT): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T -DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE MADE WITH BRAZED SILVER SOLDER (SILFOS) JOINTS IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH NEOPRENE GASKET JOINTS, MEETING ASTM A74, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454-13 WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE AND LANDLORD. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC - WALL" CELL CLASS 12454-B WITH ASTM 2665 SOCKET FITTINGS MEETING ASTM 81784, SOLID L WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE AND LANDLORD. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS) U B Q M ING FIXTURES AND EQUIPMENT: / 1-1 4" AND LARGER WASTE CONNECTIONS TO PL CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DWV„ COPPER WITH AINAGE PATTERN FITTINGS WITH COPPER SWEAT OR COMPRESSION WROUGHT COPPER DR JOINTS AT FIXTURE TRAP CONNECTIONS AND THREADED JOINTS AT CONNECTIONS TO CAST IRON PIPE. INDIRECT AND CONDENSATE DRAIN INSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED INSIDE THE BUILDING SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS WHERE ALLOWED BY CODE. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS). INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. INDIRECT AND CONDENSATE DRAIN OUTSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED OUTSIDE THE BUILDING ABOVE GROUND SHALL BE GALVANIZED STEEL PIPE. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. 15B PIPING AND EQUIPMENT INSULATION DOMESTIC COLD WATER, HOT WATER, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) 1” ONE-PIECE FIBERGLASS COVERING WITH FIRE-RESISTANT JACKET WITH SELF- SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WITH INSULATION SEALER. EXCEPTION FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND VAPOR BARRIER WITH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR COLD PIPING AT HANGERS PROVIDE 8" LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS -MANVILLE, FIBERGLASS BY KNAUF, OR 8" LONG STYROFOAM BILLETS BY DOW OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM C 534-01A, TYPE I WITH INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY COOPER B -LINE / ARMACELL OR APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE 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 DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE INSULATION PROTECTION SHIELD AT EACH HANGER FOR INSULATED PIPING. 7HENDERSON xjENGINEERS_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 FAx 913 742 5001 www.hei-eng.com 1450002450 m 0 U W m `o m 0 `o a 0 a a 0 S V 6 0 .< Q o a U wO = O p E C _6 - - in — Q Cle �j� i; 13, `L��v�'iQ' CLAP � ��y`� EXPIRES 12/31/14 VI z 9 W } T tu H_ i tu QQ § I 0- to - x a QQ § °n � -1 m � V — Q W :3 Q Lu Z3 Q W =3 fO Q W =3 40 4 0) / El■ 0) F-- K Q O ��' g,- O � C O QO � n to Q ' yam. 11 r` ISSUED TO LLL 14/08/25 ISSUED FOR DD 14/08/21 aaaaa 14/09/15 ISSILD FOR PERMIT 14/10/21 Cle �j� i; 13, `L��v�'iQ' CLAP � ��y`� EXPIRES 12/31/14 VI z 04 tu H_ w tu V / I 0- to - x 0)O A_ 6 m N Inln Vvx � V — c� V Q Ca a 4 0) / El■ 0) F-- K 1< s IL 11 r` ISSUED TO LLL 14/08/25 ISSUED FOR DD 14/08/21 ISSUED FOR CD 14/09/15 ISSILD FOR PERMIT 14/10/21 Scale: Date: 13 August 2014 Drawn N: ATB Checked N: Job Nunber: 49690/14213 P1.0 SECTION 15B: PLUMBING (CONTINUED) COVER FITTINGS WITH ZESTON, KNAUF, OR EQUAL ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. AT ALL ELBOWS AND TEES, FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY LOCAL AUTHORITIES, MITER INSULATION AT FITTINGS. 15B PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD- FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SILFOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST IRON WASTE AND VENT PIPE SHALL BE NEOPRENE COMPRESSION GASKETS, TYSEAL OR EQUAL. CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310 NSF CERTIFIED BY ANACO, IDEAL, MISSON OR TYLER. JOINTS IN STORM PIPING, INCLUDING CONNECTIONS TO ROOF DRAINS, SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C1540 AND FM 1680, ANACO HUSKY #SD -4000 OR CLAMP -ALL "HI TORQUE" 125 IN. LB. PVC PIPE: CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. PIPE ADAPTERS: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING ADAPTER COUPLINGS. PROVIDE FERNCO, PROFLEX 3000 SERIES OR MISSION FLEXSEAL MR56 SERIES WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES ABOVE GRADE. PROVIDE FERNCO, 1056 SERIES OR MISSION SEWER COUPLINGS WITH NEOPRENE ADAPTER GASKET AND HOSE CLAMPS FOR CONNECTING DISSIMILAR PIPES BELOW GRADE AND COAT STAINLESS STEEL BANDS WITH MASTIC. 15B PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME -PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC -PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL - TO -COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B - LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON, OR UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS PIPES, CONDUIT OR DUCTWORK. AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1' OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1' OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3" AND SMALLER SHALL BE B -LINE #83170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE AND 3" SMALLER SHALL BE B -LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4" AND LARGER SHALL BE B -LINE #133100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2" AND SMALLER TO WALLS OR IN CHASES WITH B -LINE #133198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8" THREADED ROD AND B -LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U -BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B -LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2" AND SMALLER. CLEVIS HANGERS FOR 3" AND LARGER SHALL BE B -LINE #133100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B -LINE #B3373 GALVANIZED STEEL. PVC PIPE: ADJUSTABLE BAND HANGERS FOR 3" AND SMALLER. CLEVIS HANGERS FOR 4" AND LARGER SHALL BE B -LINE #133100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B -LINE #133373 GALVANIZED STEEL. INSULATION PROTECTION SHIELDS: B -LINE #133151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B -LINE #83031 OR #B3033BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B -LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B -LINE #B3058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2" AND SMALLER - EVERY 6' WITH 3/8"HANGER RODS; 2" EVERY 10' WITH 3/8"HANGER RODS; 2-1/2" EVERY 10' WITH 3/8" HANGER RODS; 3" EVERY 10' WITH 1/2" RODS, 4" EVERY 10' WITH 5/8" HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10'. CAST IRON PIPE: EVERY 10' AND WITHIN 1' OF EACH JOINT. 2" AND SMALLER WITH 3/8" HANGER RODS; 3" WITH 1/2" HANGER RODS; 4" WITH 5/8" HANGER RODS; 6" WITH 3/4" HANGER RODS; 8" AND LARGER WITH 7/8" HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15'. PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4'. 1-1/2" AND SMALLER WITH 3/8" HANGER RODS; 2" WITH 1/2"HANGER RODS; 2-1/2" AND 3" WITH 1/2" HANGER RODS, 4" AND LARGER WITH 5/8" HANGER RODS. SUPPORT VERTICAL PVC PIPE EVERY 4'. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B -LINE B3093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3" SIZE EXCEPT IN TROPICAL CLIMATES, PER LOCAL CODES. TURN FLASHING DOWN INTO STACKS AT LEAST 2", AND EXTEND FLASHING 24" IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. APPLY WHITE LEAD PIPE DOPE ON MALE STEEL PIPE THREADS. VENT LINES SHALL BE AIR AND WATER TIGHT. VENT FLOOR DRAINS INDIVIDUALLY OR CONNECT THEM TO A HORIZONTALLY VENTED LINE AS SHOWN ON THE DRAWINGS. DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. 15B PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. 15B PLUMBING SPECIALTIES 15B WATER HAMMER ARRESTORS, AND TRAPS PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER HAMMER. ARRESTORS SHALL BE JOSAM, SMITH, PRECISION PLUMBING PRODUCTS, PROFLO, SIOUX CHIEF, WADE, WATTS, OR ZURN, STAINLESS STEEL BELLOWS TYPE, OR 0 -RING SEALED AND LUBRICATED ACETAL PISTON. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE PDI WH -201 INSTALLATION INSTRUCTIONS. INSTALLATION OF ARRESTORS AT BATTERIES OF FIXTURES PRECLUDES THE REQUIREMENT FOR INDIVIDUAL AIR CHAMBERS AT EACH BATTERY FIXTURE. SUBMIT CERTIFICATION THAT WATER HAMMER ARRESTORS COMPLY WITH NSF 61 ANNEX G AND / OR NSF 372. PROVIDE WATER -SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROME -PLATED BRASS. PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER -SEALED SELF-CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2", AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. 15B CLEANOUTS WALL CLEANOUTS: SHALL BE AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT SPECIFIC FIXTURE TYPES. INSTALL WALL CLEANOUTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED WITHIN FOUR FEET OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE WALL TO LOCATE THE PLUG WITHIN 2" OF THE WALL WHERE REQUIRED. INSTALL CLEANOUTS ON URINALS AND SINKS WHERE REQUIRED BY CODE. 15B VALVES, STRAINERS, HOSE BIBBS, AND UNIONS PLUMBING SYSTEM VALVES SHALL BE DESIGNED FOR 125 PSI STEAM WORKING PRESSURE AND 200 PSI COLD WATER PRESSURE. INSTALL VALVES ON THE HOT AND COLD WATER LINES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. SUBMIT CERTIFICATION THAT VALVES, FITTINGS AND SPECIALTIES COMPLY WITH NSF 61 ANNEX G AND / OR NSF 372. EXCEPT FOR THE FOLLOWING: HOSE BIBBS, HYDRANTS, BACKFLOW PREVENTERS ISOLATING IRRIGATION OR MECHANICAL MAKE-UP SYSTEMS, EMERGECNY MIXING VALVES AND TRAP PRIMERS. BALL VALVES 2" AND SMALLER: (MAY BE USED IN LIEU OF GATE VALVES UP TO 2")CLASS 150, TWO PIECE LEAD FREE CAST BRONZE BODY, WITH SWEAT ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 600 PSI, BLOW-OUT PROOF STEM BY APOLLO # 70 -LF -200, HAMMOND # UP8501, MILWAUKEE # UPBA-150. PIPING ARSWING CHECK VALVES 2" AND SMALLER: CLASS 125, LEAD FREE CAST BRONZE BODY AND WITH SWEAT ENDS BY APOLLO # 163S-LF,MILWAUKEE #UP -1509, OR NIBCO # S -413 -Y -LF. INSTALL IN HORIZONTAL PIPE RUNS. LIFT CHECK VALVES 2" AND SMALLER: CLASS 125, LEAD FREE CAST BRONZE BODY, STAINLESS STEEL SPRING AND WITH SWEAT ENDS BY HAMMOND # LP -947 OR NIBCO # S -413 -Y -LF. INSTALL IN VERTICAL PIPE OR IN HORIZNTAL RUNS WHERE REQUIRED. SWING CHECK VALVES 2" AND SMALLER: CLASS 125, LEAD FREE CAST BRONZE BODY AND WITH SWEAT ENDS BY APOLLO #163S -LF, MILWAUKEE #UP -1509, OR NIBCO #S -413 -Y -LF. INSTALL IN HORIZONTAL PIPE RUNS. THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES SHALL BE POWERS AS DESCRIBED ON THE DRAWINGS OR EQUAL BRADLEY, LEONARD, LAWLER, SYMMONS OR WATTS MEETING ASSE 1070 WITH LEAD FREE BRASS BODY, NON -CORROSIVE INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECKS TOPS WITH STRAINERS. SET TEMPERATURE AS SCHEDULED ON THE DRAWINGS. U15B SYSTEM ACCESSORIES PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. TRAP PRIMERS SHALL BE AS SPECIFIED ON THE DRAWINGS, PRECISION PLUMBING PRODUCTS "PRIME RITE' OR EQUAL BY MIFAB OR SIOUX CHIEF WITH BRASS BODY AND INTEGRAL VACUUM BREAKER. PROVIDE DISTRIBUTION BOX WHERE MORE THAN ONE TRAP IS INDICATED TO BE PRIMED ON THE DRAWINGS. PROVIDE ACCESS PANEL WHERE REQUIRED. 15B PLUMBING FIXTURES AND EQUIPMENT 15B PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED BY ELKAY OR EQUAL BY JUST. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED BY FILTRINE WITH NO SUBSITUTIONS. PROVIDE MOP SINKS AS SCHEDULED BY STERN-WILLIAMS OR EQUAL BY ACORN ENGINEERING CO., FIAT OR FLORESTONE. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME -PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. 15B PLUMBING FIXTURE TRIM SUBMIT CERTIFICATION THAT FAUCETS AND TRIM COMPLY WITH NSF 61 ANNEX G AND / OR NSF 372. EXCEPT FOR THE FOLLOWING: FAUCETS NOT USED FOR DRINKING WATER OR COOKING, SHOWER VALVES AND HEADS OR FLUSH VALVES. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE FAUCETS AS SCHEDULED ON DRAWINGS: BY CHICAGO, DELTA -COMMERCIAL, SPEAKMEN, T&S BRASS OR ZURN. FIXTURE P -TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED: BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO, WATTS BRASS AND TUBULAR OR ZURN. SINK DRAINS SHALL BE BASKET TYPE WITH CHROME PLATED FORGED BRASS BASKET STRAINER AND STRAINER BODY WITH 1-1/2" X 4" LONG SEAMLESS BRASS TAILPIECE AND CAST BRASS LOCK AND COUPLING NUTS BY MCGUIRE, BRASS CRAFT, DEARBORN BRASS, EBC, PROFLO OR ZURN.. PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED: BY BROCAR, MCGUIRE, PLUMBEREX "PRO -2000", PROFLO, TRAP -WRAP OR TRU-BRO. 15B WATER HEATER WATER HEATER SHALL BE BY A.O.SMITH, BRADFORD -WHITE, LOCHINVAR, STATE, RHEEM OR RUUD WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE ELECTRIC GLASSLINED TANK TYPE COMPLETE WITH STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND TEMPERATURE & PRESSURE RELIEF VALVE. WATER HEATER SHALL BE UL LISTED AND MEET ASHRAE 90.113 STANDARDS FOR THERMAL EFFICIENCY AND STANDBY HEAT LOSS. RELIEF VALVE: WATER HEATER RELIEF VALVE SHALL BE OF THE TEST LEVER TYPE, WITH AUTOMATIC RESET, COMBINATION TEMPERATURE AND PRESSURE RELIEF, APPROVED AND STAMPED BY THE AMERICAN GAS ASSOCIATION. IT SHALL BE INSTALLED DIRECTLY ON THE HEATER TANK, OR IN THE HOT WATER OUTLET, NOT MORE THAN 3" FROM THE TANK. THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 2107 AND THE PRESSURE RELIEF SHALL BE AT 125 PSI. THE RELIEF VALVE DISCHARGE LINE SHALL BE PIPED DOWN AND TERMINATE 6" ABOVE A FLOOR DRAIN. VACUUM RELIEF VALVE: WATTS #N36 OR WILKINS #VR -10 WITH BRONZE BODY AND SILICON DISC. VALVE SHALL OPEN AT 0.5"HG VACUUM AND BE RATED FOR 200 PSIG WORKING PRESSURE AND 250'F TEMPERATURE. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. EXPANSION TANK: EXPANSION TANK SHALL BE AMTROL "THERM-X-TROL" AS SCHEDULED ON THE DRAWINGS OR EQUAL BY ARMSTRONG, BELL & GOSSETT, PROFLO, TACO, OR WATTS. UNIT SHALL BE CONSTRUCTED OF WELDED CARBON STEEL LISTED FOR FOR 150 PSIG WORKING PRESSURE, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWINGS. CHARGE TANK WITH AIR PRESSURE EQUAL TO THE STATIC WATER PRESSURE. m BRED PRon IN `5iD�9 0 304 PE V REG�N p f. pi's 13, EXPIRES 12/31 /14 `o a a HENDERSON im ENGINEERS 4 8345 LENEXA DRIVE, SUITE 300 N LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 Q •c www.hei-eng.com o 1450002450 V . 0 Lu } tu w V #-u #� In V z MN t__ fn v 1 Q x F ® M r <(n(p 6 >^ tl_ T ISSUED TO LLL 14/08/15 ISSUED FOR DD 14/08/11 ISSUED FOR Co 14/09/15 ISSUED FOR PEWIT 14/10/11 11211O Scale: Date: 13 August 2014 Drawn By: ATB lu (L Q U Ck § Cl§ W Cl W a W o tu m O � � r O r� O aaaaa BRED PRon IN `5iD�9 0 304 PE V REG�N p f. pi's 13, EXPIRES 12/31 /14 `o a a HENDERSON im ENGINEERS 4 8345 LENEXA DRIVE, SUITE 300 N LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 Q •c www.hei-eng.com o 1450002450 V . 0 tu w V #-u #� In V z MN t__ fn v 1 Q x F ® M r <(n(p 6 >^ tl_ ISSUED TO LLL 14/08/15 ISSUED FOR DD 14/08/11 ISSUED FOR Co 14/09/15 ISSUED FOR PEWIT 14/10/11 Scale: Date: 13 August 2014 Drawn By: ATB Checked 6g: Job Number: 49690/14213 wing: P1.1 PROVIDE METAL 360' INSULATION SHIELD AND HIGH DENSITY INSULATION OR PRE–ENGINEERED THERMAL HANGER–SHIELD INSERT OF CALCIUM SILICATE INSULATION. FOR PIPES 4" AND SMALLER, PRE–ENGINEERED THERMAL HANGER–SHIELD INSERT OF FLEXIBLE UNICELLULAR INSULATION MAY BE PROVIDED CUT INSULATION TO FIT AROUND TRAPEZE HANGER. SEAL BOTH ENDS OF EXPOSED INSULATION WITH SIZE AND QUANTITY OF HANGER RODS PER MANUFACTURER'S RECOMMENDATIONS PROVIDE TWO–PIECE PIPE CLAMP (TYP) SUPPORT NUT (TYP) JOINT SEALANT UNINSULATED STEEL OR PLASTIC PIPE PROVIDE PLASTIC GALVANIC ISOLATOR FOR COPPER PIPE (TYP) UNINSULATED COPPER PIPE COLD INSULATED PIPE PIPE INSULATION PROVIDE (NP) 1-5/8"x1-5/8" 14 GA. HOT INSULATED CHANNEL SUPPORT PIPE PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITONS. REFER TO SPECIFICATIONS FOR MORE INFORMATION. PIPE AND CONDUIT OF ALL TRADES MAY BE COMBINED ON THE SAME SUPPORT CHANNEL. COORDINATE SUPPORT CHANNEL LENGTH WITH PIPING AND CONDUIT TO BE SUPPORTED. SUPPORT CHANNEL SPACING SHALL BE DETERMINED BY SMALLEST PIPE TO BE SUPPORTED. CHANNEL SUPPORT MAY BE USED AS A WALL BRACKET, ATTACH TO WALL WITH ANCHOR BOLTS PER SPECIFICATIONS. FOR HORIZONTAL INSULATED PIPING, ATTACH CLAMPS AS INDICATED ABOVE, FOR VERTICAL INSULATED PIPING, ATTACH CLAMPS TO THE PIPE AND SEAL INSULATION AT TRAPEZEH CLAMP PIPENDHANGER 1 NOT TO SCALE COORDINATE INSTALLATION OF FLASHING AND COUNTERFLASHING F INSULATION CORE DRIL ROOF OR PROVIDE EVE IF REQUIRED B TYPE OF ROOF CK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK. PROVIDE PIPE INCREASER ON SMALLER VENT IF/WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF L -JI MINIMUM 12" ABOV ROOF I NORMALLY. FXTqTD TO HEIGHT OF PWHEN W/OR RAPET, OAXIMUM LOCAL S. AE -- TRE. 72� ROOF DECK MINIMUM 12" BELOW ROOF REFER TO SPECIFICATIONS FOR TYPE OF PIPE, FITTINGS, AND CONNECTORS. REFER TO PLANS FOR SIZE(S) AND LOCATION(S). /FOOTOM M IMUM THREE FEET FROM PROP TY LINE, TEN FEET L R THREE FEET VERTICAL ABOVE AN UILDING FRESH AIR INTAKE, TWENTY FIVE FEET OM ANY R FRESH AIR INTAKE IN MEDICAL FACILITIES ND ONE ANY VERTICAL SURFACE. REFER TO LOCAL CODES VENT TERMINATION REQUIREMENTS. LOCATE R8" FROM ADJACENT WALL, PARAPET, EXPANSION INT,N, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF VENT PIPE INSIDE BUILDING PER SPECIFICATIONS. NO SCALE SECURE PIPE HANGER TO STRUCTURE (TYP) THREADED STEEL ROD WITH NUT AND WASHER BOTH SIDES (TYP). CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR COLD PIPE OUTSIDE DIAMETER PLUS INSULATION THICKNESS. DO NOT PENETRATE INSULATION WITH HANGER. PROVIDE A SECTION OF HIGH DENSITY INSULATION OR STYROFOAM BILLETS AT EACH HANGER OF COLD INSULATED PIPE. PROVIDE SHORT INSULATION SHIELD FOR LAPPING INSULATION JACKET OVER HIGH DENSITY INSULATION OR STYROFOAM BILLETS. MAINTAIN VAPOR BARRIER HOT PIPE INSULATED PIPE HANGER D NOT TO SCALE REFER TO SPECIFICATIONS FOR INSULATION TYPES, INSULATION THICKNESSES, HANGER TYPES, HANGER ROD CONNECTIONS TO SRUCTURE AND HANGER SPACING. CLEVIS HANGER, SHOWN FOR CLARITY. SIZE HANGER FOR HOT PIPE OUTSIDE DIAMETER. CUT INSULATION TO FIT AROUND HANGER. SEAL EXPOSED INSULATION ENDS WITH JOINT SEALANT INSTANTANEOUS LAVATOR OR ELECTRIC WATER SINK SHOWN HEATER PER ON N SPECIFICATIONS AND SCHEDULE, EXIBLE RISERS MOUNT TO WALL TO FIXTURE INSTALL PER 0 FAUCET PER MANUFACTURER'S SPECIFICATIONS 0 INSTRUCTIONS. > ko N i ANGLE STOP o U VALVES ON TWO DISCONNECT COLD WATER SWITCH IS SUPPLIES SPECIFIED BY O W ELECTRICAL NISHED FLOOR REFER TO SPECIFICAT S, SCHEDULES, AND NOTES FO MORE INFORMATION. PIPI ARRANGEMENT SHOWN IS SCHEMATI ADJUST TO SUIT ELD CONDITIONS. VERIFY CONNECTION S S AND LOCATION PER MANUFACTURER'S REQUIREMENTS, AND INSTALL PER ANUFACTURER'S INSTRUCTIONS. REFER TO FLOOR PLANS FO PIPE SIZES. INSTALL WATER HEATER CLEAR OF ADA REQUIR SPACE FOR ADA COMPLIANT LAVATORY OR SINK. PROVI T&P RELIEF VALVE ON WATER HEATER OUTLET ONLY IF RE RED BY LOCAL AUTHORITIES, AND DISCHARGE WERE D ECTED BY AUTHORITIES. INSTANTANEOUS WATER HEATER 6 NO SCALE 3/4" PIPE FROM COLD WATER SUPPLY TO WATER HEATER, WITH NO CHECK VALVES INTERVENING FDA–COMPLIANT BUTYL DIAPHRAGM WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, NSF APROVED FOR DOMESTIC WATER SERVICE PIPE HANGER NEXT TO ELBOW PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTION FOR CONNECTION OF DISSIMILAR METALS AIR CHARGING VALVE. FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. 3 �SMALL EXPANSION TANK NO SCALE ADAPTER(S) AS REQUIRED TO CONNECT ;ONDENSATE DRAIN PIPE \EQUIPMENT STUB ON PROVIDE PIPE ONE PIPE SIZE GER THAN ONNECTION SIZE, MINIPkM 3/4" PROVIDE TRAP NTH GREATER OF 4" 1/2" PLUS STATIC PRESSURE IN INCHES OF WATER COLUMN 6" TALL VENT OPEN TO ATMOSPHERE ONLY WHERE REQUIRED BY CODE FOR LENGTH OF DRAIN PIPE DISCHARGE AWAY FROM SERVICE AREAS OF UNIT, OR AT ROOF DRAIN OR GUTTER IF REQUIRED BY LOCAL AUTHORITIES OR SHOWN ON PLANS SUPPORT PIPE ON ROOF PER SPECIFICATIONS GAS FIRED ROOF–TOP AIR CONDITIONING UNIT OR MAKEUP AIR UNIT PER MECHANICAL PLANS PIPE REDUCED FROM BRANCH PIPE SIZE TO U CONNECTION SIZE, AT IT CONNECTION STUB INSTALL TEE TEN IPE DIAMETERS MINIMUM DOW REAM OF PRESSURE ULATOR, IF REGULATO SHOWN ON PLANS GROU J01NTPIPE UNION G PRESSURE REGULATOR IF OWN ON PLANS, RE: SCHEDULES, AND SPECIFICATIONS GAS COCK FULL SIZE OF BRANCH PIPE. REFER TO PLAN FOR SIZE OF BRANCH PIPE bNANUH Ur r Wt' Ur UAJ PIPE MAIN. REFER TO PLANS FOR PIPE SIZES ARRANGE PIPE AND ELBOWS TO ALLOW FOR EXPANSION AND CONTRACTION OF PIPE RUNS LINE SIZE TEE, EXIT THRU SIDE OUTLET — 3" LONG LINE SIZE DIRT LEG WITH BOTTOM MINIMUM 3-1/2" MINIMUM ABOVE ROOF ARRANGEMENTS N IS SCHEMATIC. ADJUST TO SUIT FIELD C DITIONS. PROVIDE CONNECTIONS OWN IN EQUIPMENT MANUFACTURER'S INSTALLATIO INSTRUCTIONS. VERIFY CONNECTION OCATIONS BEFORE INSTALLING PIPE RUNS. REFER TO ECIFICATIONS FOR PIPE AND FITTI MATERIALS AND INSTALLATION. PROVIDE DIELECTRIC UNION CONNECTING DISSIMI R METALS. FOR PIPE SIZE(S) REFER TO FLOOR PLANS, OR COD REQUIREMENTS FOR AC UNIT TONNAGE. PROVIDE GAS COCK, UNION AND DIRT LEG SAME IZE AS BRANCH PIP SLOPE CONDENSATE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE, MINIMUM. OVIDE CLEANOUTS IN ENDS AND TURNS OF PIPE PER LOCAL CODE REQUIREME S: ADAPTER WITH THREADED CLEANOUT PLUG. OMIT CONDENSATE DRAIN ON MAKEUP UNIT. PROVIDE MINIMUM 6" CLEARANCE TO ROOF UNDER PIPES. )NNECTION NO SCALE ri F7HENDERSON xjENGINEERS_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.�om 1450002450 X d `o `o at z U J CC a a t E PROFe GINEER s/O29 84242PE f �,. OREGON p G. EXPIRES 12/31/14 V I 3 W } O i N X� mf�rr O E ca > ko N i ILI (L o U Q Ci UL ISSIED TO LLL 14/08/25 O W O W O W O Lu 'A Scale: Date: 13 August 2014 ATB r ,n ITI PROFe GINEER s/O29 84242PE f �,. OREGON p G. EXPIRES 12/31/14 V I tu O i N X� mf�rr — E ca > ko N i O a UL ISSIED TO LLL 14/08/25 ISSUED FOR DD 14/08/21 ISSUED FOR CD WOWS ISSUED FOR PEWIT 14/10/21 Scale: Date: 13 August 2014 ATB /Drawn meg: Job Number: 49690/14213 P2.1 ry W J J d a - _J 2 d 1/2" COLD WATER SUPPLY CONNECTIO"' 12" MINIMUM TO HORIZONT, RUN IN PIPE LANDLORD NOTES: WHEN SAW -CUTTING THE CONCRETE FLOOR, CARE SHALL BE TAKEN WHEN PENETRATING THE EXISTING VAPOR BARRIER. REPAIR OF THE VAPOR BARRIER SHALL BE BY LANDLORD REQUIRED VAPOR BARRIER CONTRACTOR. FIELD VERIFY ALL UTILITY POINTS OF CONNECTION PRIOR TO CONSTRUCTION. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3 TRAP PRIMER DETAIL NTS PLUMBING PLAN NOTES: Ol CONNECT NEW COLD WATER PIPING INTO THE EXISTING COLD WATER SUPPLY AT TOILET GROUP. FIELD VERIFY THAT THE EXISTING WATER SYSTEM'S LOCATION AND SIZE IS COMPATIBLE FOR MEETING THE NEW WATER PIPE CONNECTION AND REQUIREMENTS. NOTIFY THE ARCHITECT AS SOON AS POSSIBLE IF CONFLICTS ARE FOUND WITH NEW DESIGN AND THE EXISTING WATER SYSTEM. O2 INSTALL WATER HEATER ON SHELF. ROUTE T&P RELIEF TO FLOOR DRAIN WITH AIR GAP PER CODE. PROVIDE DRAIN PAN. O3 DO NOT ROUTE WATER, VENT OR CONDENSATE PIPING OVER ELECTRICAL, TELEPHONE PANEL BOARDS OR IT TECHNOLOGY EQUIPMENT. COORDINATE PIPE ROUTINGS AROUND THE REQUIRED CLEAR SPACE OF PANELBOARDS. O4 CONNECT NEW SANITARY PIPING INTO THE EXISTING LANDLORD PROVIDED SANITARY SYSTEM. FIELD VERIFY THAT THE EXISTING SANITARY SYSTEM'S LOCATION, SIZE, INVERT AND DIRECTION OF FLOW IS COMPATIBLE FOR MEETING THE NEW SANITARY PIPE CONNECTION AND REQUIREMENTS. CONTRACTOR SHALL NOTIFY THE ARCHITECT AS SOON AS POSSIBLE IF CONFLICTS ARE FOUND WITH NEW DESIGN AND THE EXISTING SANITARY SYSTEM. O5 CONNECT NEW VENT PIPING INTO THE EXISTING LANDLORD PROVIDED VENT SYSTEM. FIELD VERIFY THAT THE EXISTING VENT SYSTEM'S LOCATION AND SIZE IS COMPATIBLE FOR MEETING THE NEW VENT PIPE CONNECTION AND REQUIREMENTS. NOTIFY THE ARCHITECT AS SOON AS POSSIBLE IF CONFLICTS ARE FOUND WITH NEW DESIGN AND THE EXISTING VENT SYSTEM. O6 HOLD WATER AND VENT PIPING AS HIGH AS POSSIBLE IN CEILING SPACE AND AS TIGHT TO BUILDING'S ROOF STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. 7-7 1 PLUMBING FLOOR PLAN GENERAL DEMOLITION NOTES: 1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 3. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. 4. REMOVE ITEMS SHOWN HEAVY LINED AND/OR CROSSHATCHED AND/OR NOTED TO BE REMOVED. 5. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. 6. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE PLUMBING COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR SURFACES TO MATCH ADJACENT AREAS. 7. INSTALL PERMANENT CAPS WHERE PIPING IS REMOVED AND THE EXISTING TAPS ARE NOT USED FOR THE NEW INSTALLATION. INSTALL TEMPORARY CAPS WHERE PIPING IS REMOVED AND THE EXISTING TAPS WILL BE USED FOR THE NEW INSTALLATION TO PROTECT THE INTERIOR SURFACES UNTIL NEW PIPING IS INSTALLED. 8. REMOVE PIPE HANGERS, PIPE SUPPORTS AND EQUIPMENT SUPPORTS WHERE PIPING OR EQUIPMENT IS REMOVED AND THE EXISTING HANGERS AND SUPPORTS ARE NOT USED FOR THE NEW INSTALLATION. 9. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY THE ARCHITECT, OF ANY DAMAGED AND/OR MALFUNCTIONING COMPONENTS. 10. WHERE SHUTDOWN OF EXISTING ACTIVE PIPING SYSTEMS IS REQUIRED DURING DEMOLITION PHASE OF WORK IN PREPARATION FOR NEW TIE-IN PHASE OF WORK, COORDINATE WITH THE OWNER AND MINIMIZE DOWNTIME. VERIFY EXISTING SYSTEMS, EQUIPMENT, AND COMPONENTS WILL BE PROVIDED WITH BACKUP SERVICE WHERE REQUIRED. NOTIFY OWNER A MINIMUM OF SEVEN (7) DAYS PRIOR TO INTERRUPTION OF SERVICE. PAINTED TO MATCH COVER PLATE WITH SCREW AAAV rvTEND AS A )R VENT VALL ;GED TEE WITH N OUT FLOOR 2 WALL CLEANOUTDETAIL NTS HOT WATER TO FIXTURES AS SHOWN ON PLANS PROVIDE 12"WIDE x 12"DEEP HEAT TRAP AT INLET AND OUTLET (TYPICAL) PROVIDE PIPE UNION, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS (TYPICAL) INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER ELECTRIC WATER HEATER. REFER TO SPECIFICATIONS AND SCHEDULE DRAIN VALVE BY WATER HEATER MANUFACTURER SET WATER HEATER ON STEEL PLATE PLATFORM (PLATFORM IS BY GENERAL CONTRACTOR) GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE TO OBSERVE THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. PROVIDE A CONSTRUCTION RECORD SET OF "AS -BUILT" DOCUMENTS TO THE ARCHITECT REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS, REFER TO SPECIFICATIONS. 3. PROVIDE TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS, REFER TO SPECIFICATIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION AND ALSO MEET ALL REQUIREMENTS OF THE LANDLORD. OBTAIN A COPY OF THE LANDLORD'S REQUIREMENTS AND REVIEW PRIOR TO SUBMITTING BID. 5. PLANS AND SPECIFICATIONS GOVERN WHERE THEY EXCEED CODE REQUIREMENTS. 6. VERIFY LOCATION AND DEPTH OF UTILITIES AT POINTS OF CONNECTION BEFORE START OF PIPING INSTALLATION. 7. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 8. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 9. INSTALL CONCEALED PIPING TIGHT TO THE STRUCTURE AND AS HIGH AS POSSIBLE. INSTALL EXPOSED PIPING TIGHT TO THE STRUCTURE, WALL OR CEILING AND AS HIGH AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. 10. VALVES SHALL BE LINE SIZE UNLESS OTHERWISE NOTED. 11, PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 12. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 13. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED. 14. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 15. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 16. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT INSTALL PIPING OVER ELECTRICAL PANELS. 17. PAINT ALL EXPOSED WATER PIPING USING RUST INHIBITOR PAINT. PAINT AND COLOR SHALL BE COORDINATED WITH THE ARCHITECT AND / OR OWNER. 18. INSULATE PIPING ROUTED IN EXTERIOR BUILDING WALLS WITH MINIMUM 2" BATT INSULATION TO PREVENT FREEZING. 19. VERIFY EXISTING EQUIPMENT, INCLUDING ACCESSORIES, IS NOT DAMAGED AND IS IN GOOD WORKING ORDER. REPORT ANY DEFICIENCIES TO THE ARCHITECT. 20. WATER HAMMER ARRESTORS SHALL BE SIZE "A" UNLESS NOTED OTHERWISE. 21. PROVIDE VERTICAL LIFT SPRING LOADED CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. COLD WATER SUPPLY TO WATER HEATER SHUTOFF VALVE (TYPICAL) CHECK VALVE COLD WATER TO EXPANSION TANK AS SHOWN ON PLANS AUTOMATIC VACUUM RELIEF VALVE (WHEN REQUIRED) PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET 6" WATERTIGHT PAN UNDER HEATER WITH DRAIN PIPE ROUTE RELIEF VALVE DISCHARGE LINE AND DRAIN PAN LINE TO APPROVED RECEPTOR AND DISCHARGE WITH 6" AIR GAP REFER TO SPECIFICATIONS, SCHEDULES AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. VERIFY ALL CONNECTION SIZES AND LOCATIONS PER MANUFACTURERS REQUIREMENTS. ADJUST TO SUIT FIELD CONDITIONS. REFER TO FLOOR PLANS FOR PIPE SIZES. PROVIDE SEISMIC STRAP OR BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. POWER WIRING AND DISCONNECT SWITCH ARE SPECIFIED BY ELECTRICAL. NO SCALE I: F_19:1N xyjHENDERSON ENGINEERS_ 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913 742 5000 Fax 913 742 5001 www.hei-eng.com 1450002450 w 0 0 d s 0 0 0 0 'I) PROF" INEF9 sio2 242PE <� ip G EXPIRES 12/31/14 tu cn v tu >� i-- C-4 !lt a W ISSUED TO LLL 14/08/25 ISSUED FOR DD 14/08/21 ISSUED FOR co 14/09/15 ISSUED FOR PERIM } O Scale: Data: 13 August 2014 Drawn By: ATB Lu IZ it U Li Q W W W Lu O r ,n O O a a a a a 'I) PROF" INEF9 sio2 242PE <� ip G EXPIRES 12/31/14 P3.0 tu cn v tu >� i-- C-4 !lt ISSUED TO LLL 14/08/25 ISSUED FOR DD 14/08/21 ISSUED FOR co 14/09/15 ISSUED FOR PERIM 14/10/11 Scale: Data: 13 August 2014 Drawn By: ATB Checked By: Job 4xber: 49690/14213 P3.0