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Plans BUP2O17 - 00140 RESPONSIBILITY MATRIX LIST OF CONTACTS SHEET INDEX GH A SHEET DESCRIPTION ITEMS OWNER OWNER CONTRACTOR CONTRACTOR REMARKS TENANT FURNISHED INSTALLED FURNISHED INSTALLED GENERAL Architecture/Development 1..GJM CYCLE, LLC d/b/a CYCLEBAR 0001 COVER SHEET GENERAL CONDITIONS - _ � 14901 Quorum Drive BUILDING PERMITS ♦ G002 ADA GUIDELINES suite 300 THIRD PARTY INSPECTIONS ♦ ♦ ANY THIRD PARTY INSPECTIONS REQUIRED BY CITY G003 SPECIFICATIONS Dallas,Texas 75254 TEST&BALANCE TEMPORARY UTILITIES .' V G004 SPECIFICATIONS Ph: (972) 239-8884 FINAL CLEAN UP V ♦ G005 SPECIFICATIONS Fax: (972)239-5054 INSURANCE ♦ ♦ G006 SPECIFICATIONS PROTECTION OF ALL FINISHED SURFACES(BOTH OWNER AND 7 ♦ GOO7 SPECIFICATIONS L"r or GENERAL CONTRACTOR) 31 TEMPORARY LABOR ♦ V G008 SPECIFICATIONS ' �' DUMPSTER � F.A � s ♦ ♦ STRUCTURAL '1/4(7 4'4,1 STORAGE CONTAINER V ♦ CONTRACTOR TO COORDINATE&PROVIDE STORAGE - G- '") CONTAINER FOR OWNER FURNISHED ITEMS DURING LAST2 S1.1 PARTIAL ROOF FRAMING PLAN 0 --I WEEKS OF CONSTRUCTION LANDLORD S2.1 STRUCTURAL NOTES & DETAILS • IV.MASONRY FW OR-GREENWAY TOWN CENTER, LLC ARCHITECTURAL "` • ' : 'S, COUNTERTOPS i 7 ! 7 AT CONTRACTOR FURNISHED MILLWORK A001 GENERAL NOTES I c,( '., V.METALS c/o REGENCY CENTERS CORPORATION RETAIL BUNKER SLAT WALL V ®' GC TO PURCHASE FROM FINISH SUPPLIER DANIEL lLE(NCI) CY E BARA101 FLOOR PLAN ; 1 `.., ,„� L ONE INDEPENDENT V VI.WOOD&PLASTICS DRIVE A111 FLOOR FINISH PLAN TELEPHONEDEMARKCABINET V V SUITE 114 A112 FURNISHING & WALL ELEMENTS PLAN MILLWORK(SEE REMARKS AT RIGHT.SEE BELOW FOR GC IS RESPONSIBLE FOR RECEIVING,STORING& JACKSONVILLE F L 32202-5019 A121 REFLECTED CEILING PLAN RESPONSIBILITY) PROTECTING ALL MILLWORK AT SITE.SEE MILLWORK SHEET FOR SPECIFIC SIZES AND UNIT DETAILS. A201 INTERIOR ELEVATIONS RECEPTION DESK(LOBBY) V 7 GC TO SET IN PLACE A202 INTERIOR ELEVATIONS L . Q RECEPTION DESK CREDENZA GC TO SET IN PLACE 0 A401 INTERIOR SECTIONS & DETAILSce SHOE CUBBY ♦ 7 GC TO SET IN PLACE FW- a � Z � COMMUNITY ROOM BAR V V V GC TO SET IN PLACE&PLUMBING A402 DETAILS I- w rt N LOCKERS V ♦ ♦ LOCKERS ARE SHIPPED IN MODULAR UNITS, CYCL E BAR A403 T ENLARGED RESTROOM PLAN COV W ti PRE-FABRICATED END PANELS,TOP PANELS&TOE KICKS N Z D„ Q p, ARE INSTALLED BY CONTRACTOR.BASE FRAMING A601 DOORS, SCHEDULES & DETAILS, FLOOR TRANSITION INSTALLED BY GC.GC TO INSTALL OWNER SUPPLIED USB ARCHITECT DETAILS 2 8. � o O OUTLET&CABLING IN EACH LOCKER AS REQUIRED.SEE MW01 GHA ARCHITECTURE/DEVELOPMENT MILLWORK 1— >- O D DJ BOOTH Z Q N !Y VANITIES(RESTROOMS) ; TENANT FINISHOUT 14901 QUORUM DRIVE, SUITE 300 MW01 MILLWORK (_)TX 75254 MECHANICALw P �i MOISTURE GREENIIVAY TOWN CENTER DALLAS, M1.0 MECHANICAL PLAN, SCHEDULES, NOTES >I. 1-- ROOFING PENETRATIONS V ♦ PH: 972-239-8884 M2.0 MECHANICAL DETAILS r7 co INSULATION(INTERIORWALLS) ® 2284 S1li! SG H 0 LLS FERRY ROAD N INSULATION(ROOF DECK) ♦ V FAX: 972-239-5054 V111r000R5&WINDOWS -PREFERREDVENDOR-RDL SUPPLY,SEEA601 MEP1.0 MEP ROOF PLAN REAR SERVICE DOOR ♦ ♦ GC TO BRING REAR DOOR TO PROPER WORKING ORDER SUITE A MEP2.0 MECHANICAL SPECIFICATIONS STOREFRONT ♦ ® TIGARD 0R 97223 CONTACT: PLUMBING ix,_I ustiEs - P1.0 PLUMBING SUPPLY PLAN, PLUMBING RISER VINYL FLOORING V STEPHEN GARTNER CZ TILE FLOORING ♦ V P2»0 PLUMBING WASTE PLAN FLOOR PROTECTION ♦ ♦ CONTRACTORISRESPOSIBLEFORPROTECTINGFLOORING DEVELOPMENT LOCATION MAP EMAIL: sgartner@gha-architects.com P3.0 PLUMBING SCHEDULE & NOTES Q FROM DAMAGEIDEBRISAFTER INSTALLATION. _ - ELECTRICAL .__ . m y tam CONSTRUCTION MANAGEMENT .��e�, X.SPEClALTIES NordstromRackQ v Targetti — _. . .. .. Cascade ST: CONSOLIDATED DEVELOPMENT SERVICES E1.0 POWER PLAN GRAB BARS ♦ ♦ PREFERRED VENDOR-RDL SUPPLY,SEE A601 s slit sew c, RikPCI HAND TOWEL DISPENSERS IN PUBLIC RESTROOMS V ♦ BY OWNER n l a Macy's Q E1.1 LOW VOLTAGE POWER PLAN -----I HAND TOWEL DISPENSERS AT HAND SINKS IN BACK OF HOUSE _ V V BY OWNER . y m su:Hutt to o department se OGNC c4 14901 QUORUM DRIVE, SUITE 310 E2.0 LIGHTING PLAN U AREAS ; r x a TOILE?PAPER DISPENSERS - . BY OWNER `ti- d p 7 s i? Owash€ngtonSquare DALLAS, TX 75254 E3.0 ,ELECTRICAL RISER SouthridgeHigh:School n g p K� abercrombie kids 0 SANITARY NAPKIN DISPOSALS(IN WOMEN'S RESTROOMS) ♦ ♦ PREFERRED VENDOR-RDL SUPPLY,SEE A601 S H Conestoga s ys P H: 972-850-0816 RESTROOM&EXERCISE ROOM MIRRORS 7 7 114”MIRROR W/SAFETY BACK AT EXERCISE ROOM FO RecrCari°"arrd �' 4a ' U Aqua ricCenter �' �'ConApe entsO 7 FAX: 469-916-5375 ADA&HC TACTILE SIGNS PER CITY,LOCAL&STATE CODES - - PREFERRED VENDOR-RDL SUPPLY,SEE A601 sv!care,tcga�' Apartments s Toys'R"tls�1 D FIRE EXTINGUISHERS PREFERRED VENDOR-RDL SUPPLY,SEE A601 win°+ , coE,e5cusJ a4 DO NOT SCALE DRAWINGS ALL SPECIALTY SIGNAGE PER CITY OR LOCAL CODES - ♦ PREFERRED VENDOR RDL SUPPLY,SEE A641 ,t H'ysracknT-- N 6 sv+Sn°'�Ct CONTRACTOR TO VERIFY XII.FURNISHINGS :, '_- .. i W �.'. v `' Qty ;: n 0 ' n svrp.a,aerin 8 0 Nordstrom, CONTACT: t BENCHES GC TO ASSEMBLE UPON DELIVERY �Q�to�rail lit pnY Pa * C�,e„w®�, , ALL EXISTING CONDITIONS AND ♦ ♦ JACK REID DIMENSIONS-NOTIFY ARCHITECT • �y tS�t°��SE y K °i n BUILDING CODE INFORMATION SIGNAGE �►' '�' ". es center �0 s''�� n Park _ OF ANY DISCREPANCIES PRIOR EXTERIOR SIGNAGE ♦ ur,,, ,.C, SWSprIng+r EMAIL: ackreid a@cdsde�elopment.com TO BEGINNING CONSTRUCTION - Meadow G BUILDING CODE 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) LOBBY SIGNAGE s to ;' STUDIO SIGNAGE 7 ♦ A """�°"r` 4 MECHANICAL ENGINEER FIRE CODE 2014 OREGON FIRE CODE (OFC) NO IREVISION WALL GRAPHICS 7 7 ; n sky High spansp STORAGE ROOM SHELVING V 2 V GC TO INSTALL OWNER SELECTED SHELVING �<ri+ee< ::: x ,�$ � :u'sw °nhDa` PETER A LEPTUCH, P.E. LEED A.P. PLUMBING CODE 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) s 6vorrr�n ." � � lei �XV:HVAG ELECTRICAL CODE 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) THERMOSTATS&REMOTE SENSORS5 � °`estr erg Rd 1238 GOLDEN EAGLE COURT V ♦ srf MECHANICAL CODE 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) RECEIVED ftTUS ♦ ♦ o` f=mfer�8ne0, f �g d SWTf�ar651 �a- •Yt. AUBRY, TX 76227 GAS CODE 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) OTU FILTER&CHANGE ATCONSTRUCTION TURNOVER TO ♦ ♦ "°`� PH. 940-735-5127 ENERGY CODE 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) MAY 22.207 OW"ERBF Oirksen XV.PLUMBING ACCESSIBILITY CODE ICC A117.1-2009 CITY OF TIGARD R� PdrarureFlrk BUILDING DIVISION WATER DISPENSER ACCESSIBLE AND WATER FOUNTAIN CONTACT: USABLE BUILDINGS AND FACILITIES WASHER/DRYER � V V SHOPPING CENTER XVI.ELECTRICAL PETE LEPTUCH LIGHT FIXTURES V V REQUIRED LIGHTING SUPPLIER-NATIONAL ACCOUNT EMAIL:pleptuch@yahoo.com ISSUE LIGHT FIXTURE LIGHT BULBS(LAMPS) ♦ ♦ OCCUPANCY CLASSIFICATION GYMNASIUM - A3 FIRE ALARM SYSTEM ♦ V IF REQUIRED BY CODE STRUCTURAL ENGINEER SHELL BUILDING CONSTRUCTION TYPE 11-B -� TELEPHONE/INTERNET ROUGH-IN ♦ V �C�g,�CsARD - TELEPHONE/INTERNETCABLING V ♦ BUILDING KEY PLAN RONALD A ROBERTS ASSOCIATES' INC. - FOR COD OMPLIA1NCE ` INTERIOR RECESSED ACCESS PANEL-TELEPHONEBOARD V V r ........ FIRE SPRINKLER SYSTEM FULLY SPRINKLERED TELEPHONE EQUIPMENT INSTALLATION V ♦ 2948 N. STEMMONS FREEWAY LEASE SQ. FT. 3,459 SQ. FT. OTCs ' } TELEPHONE BACKER BOARD AND DEMARK ♦ ♦ + r DALLAS, TX 75247 OCCUPANCY LOAD: TOTAL OCCUPANTS 89 # AUDIO VISUAL SYSTEM - - - Q s-.,4 s•rc'sr Allegro Coffee Company Retl6oa PRE-WIRE FOR AUDIO VISUAL ♦ ♦ PER VOLTAGE I DATA PLANS AND SPECS. :t - - EXERCISE ROOM: (1,080 SF 150 = 22 OCC Addroeis 't AA s': '-'V twlsFcYrYR� PH. 214 637 6229 ) ,� CHECK-IN TABLETSBY AUDIO VISUAL VENDOR.BLOCKING BY GC C,h�nr,AT1O ♦ ♦ 7 INCREASE PER OSSC SEC 1004.1.2 ACTUAL BIKES 49 OCC *+gds -A NOTES: �ms� FAX: 214"637-6997 LOCKER ROOM: 1,327 SF 150 = 27 OCC -�AA, Date: 61(2/(71 GENERAL CONTRACTOR TO ACCEPT AND STORE ALL OWNER DELIVERIES ColaSzo^eC:e��eiy - MERCANTILE GROUND FLOOR: 301 SF 130 = 11 OCC - Coltee""s!s ti CONTACT: MERCANTILE STORAGE: 387 SF 1300 = 2 OCC ANDREW LLORET OFFICE COPY 1- LANDLORD'S REQUIRED CONTRACTORS c INC°onaids , he�o�H9 EMAIL.aiioret@rara.net MINIMUM NUMBER OF EXITS REQ'D = 2 2 EXITS PROVIDED 1NC1.1@na dal gorearraey Town C-'t - 4.:) hollc terry) SPRINKLER �G" " ' titol,ret DIAGONAL DISTANCE OF SPACE IS 110'-8". EXITS ARE SPACED 101'-8" APART. ce L!J T&L COMMUNICATIONS 1360-737-9725 c �;n...° `.:7. Mod Baya W/ SPRINKLER SYSTEM DISTANCE REQ'D IS 1/3 THE DIAGONAL, OR 36'-11". x .°Pacific. -f services Pharroacsin,eg-anye NOTES : MAXIMUM TRAVEL DISTANCE W/ SPRINKLERED SPACE IS 250' O FIRE ALARM "`"_°" ea P�a�a�o MAXIMUM TRAVEL DISTANCE IN SPACE IS 130'-2" 11.1 T&L COMMUNICATIONS 1360-737-9725 f}rraasl�r.Aw� 'Jain Car wash 0Uassy Neils - �`°°P"= ' 1. SHOP DRAWINGS FOR FIRE SPRINKLER & FIRE ALARM ARE TO BE A co DEFERRED SUBMITTAL BY THE SUB-CONTRACTOR PRIOR TO MINIMUM NUMBER OF TOILET FIXTURES ROOFING INSTALLATION. PROJECT NUMBER REGENCY CENTERS 1503-603-4700 ODoFlarTree ""p w�ePooe -Tigard - - - - 2. SIGN DRAWINGS ARE TO BE A DEFERRED SUBMITTAL BY THE SIGN WC REQ'D = 1 EA WC PROVIDED = 2 EA PREFERRED VENDOR VENDOR & MUST SUBMIT SHOP DRAWINGS PRIOR TO INSTALLATION. LAV REQ'D = 1 EA LAV PROVIDED = 2 EA C160534 MCDONALD & WETLE 1503-667-0175 WATER FOUNTAIN REQ'D = 1 PROVIDED = 1 FILTERED WATER DISPENSER SHEET NUMBER CYCLEBAR SUITE A SERVICE SINK REQ'D = 1 SERVICE SINK PROVIDED = 1 GOOl DATE OF THIS PRINTING 51161201710:09:21 AM TACTILE URED CHARACTERS THE ONBASELINE OF SIGNS SHALLTHE BE LOCATEDLOWEST 48"E ACCESSIBILITY NOTES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, "\\: TACTIL `ll MEASCHARACTER&60"MAXIMUM ABOVE THE FINISH FLOOR OR 404.2.7 DOOR AND GATE HARDWARE 606 LAVATORIES AND SINKS 4' 0"HOLD TO FOF GROUND SURFACE,MEASURED FROM THE BASELINE OF HANDLES,PULL, LATCHES,LOCKS AND OTHER OPERABLE PARTS ON DOORS AND 606.1 LAVATORIES AND SINKS SHALL COMPLY WITH 606. 19 t THE HIGHEST TACTILE CHARACTER. GATES SHALL COMPLY WITH 309.4.OPERABLE PARTS OF SUCH HARDWARE Architecture/Development 15"MAX. SHALL BE 34 INCHES(865 MM)MINIMUM AND 48 INCHES(1220 MM)MAXIMUM 606.2 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305, `4 A ABOVE THE FINISH FLOOR OR GROUND.WHERE SLIDING DOORS ARE IN THE POSITIONED FOR A FORWARD APPROACH,AND KNEE AND TOE CLEARANCE FULLY OPEN POSITION,OPERATING HARDWARE SHALL BE EXPOSED AND COMPLYING WITH 306 SHALL BE PROVIDED. 14901 Quorum Drive ADA SHOWER USABLE FROM BOTH SIDES. Suite 300 I CONTROL 606.3 HEIGHT.LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF Dallas, Texas 75254 - 1132"RAISED I AREA 404.2.8.1 DOOR AND GATE CLOSERS THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES(865 MM)MAXIMUM LETTERS&GRAPHICS 3"MAX.@ COMPARTMENT ENTRY N DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN ABOVE THE FINISH FLOOR OR GROUND. Ph: (972) 239-8884 1112°MAX. (COLOR:WHITE) OPEN POSITION OF 90 DEGREES.THE TIME REQUIRED TO MOVE THE DOOR TO A B `' J I GRAB BAR, 0 Fax: (972) 239-5054 TYP _ POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM 606.4 FAUCETS.CONTROLS FOR FAUCETS SHALL COMPLY WITH 309.HAND- G112 U ` OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. J . N. •' C •'# f �' 309.4 OPERATION GC TO INSTALL BLOCKING GC TO INSTALL BLOCKING 15 16 OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT 606.5 EXPOSED PIPES AND SURFACES.WATER SUPPLY AND DRAIN PIPES UNDER AS REQUIRED __ AS REQUIRED TWO PLATES THIS SIZE { ill —,._ =1 r REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST.THE FORCE LAVATORIES AND SINKS SHALL BE INSULATED UNLESS OTHERWISE CONFIGURED lg.1) Ai?C 2 1!2"MAX. " 60 FOR PUBLIC TOILET Ps 1 t� �' I z REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS(22.2 N) TO PROTECT AGAINST CONTACT.THERE SHALL BE NO SHARP OR ABRASIVE �� m M Q ROOMS,ONE AS SHOWN. MAXIMUM. SURFACES UNDER LAVATORIES AND SINKS. ' AlV D A f SEAT ao � /_\[.: z zu- 'MEN"TREK SIMILAR FOR OMEN -, CONTROL fiviii"i:k:1 I JV - - ' a, " 304 TURNING SPACE 609 GRAB BARS p� '""1 WALLWALL o I ��_ M M1oir m M 304.2 FLOOR OR GROUND SURFACES OF A TURNING SPACE SHALL COMPLY W1TH 302.CHANGES IN LEVEL ARE NOT PERMITTED 609.3 SPACING.THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1112 ( ,H 0 ' . AS\ • �— I �� .047 ALUMINUM BACKPLATE - ` 1132"GRADE II BRAILLE TO INCHES(38 MM).THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS /' �1t. Jr 3.0"HOLD TO FOF ok 3-0"HOLD TO FOF 3-0"HOLD TO FOF ON 118"ACRYLIC BACK- CONFORM TO SPEC.800 304.3.1 CIRCULAR SPACE.THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES BELOW AND AT THE ENDS SHALL BE 11/2 INCHES(38 MM)MINIMUM.THE SPACE ; • YV „ekolio, iolfjilfPLATE(COLOR:RED)SECURE NATIONAL LIBRARY SERVICE (1525 MM)DIAMETER MINIMUM.THE SPACE SHALL BE PERMITTED TO INCLUDE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INCHES y Y TO WALL WITH VTM DOUBLE LIBRARY OF CONGRESS KNEE AND TOE CLEARANCE COMPLYING WITH 306 (305 MM)MINIMUM. , ' ' 7 2017 BACK WALL ELEV A-SEAT WALL ELEV B-BACK WALL ELEV C-CONTROL WALL FACE TAPE 3'-0"HOLD TO FOF 305 CLEAR FLOOR OR GROUND SPACE 609.8 STRUCTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FINISH FLOOR 305.3 SIZE.THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES(760 MM) FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS MINTRANSFER SHOWER TRANSFER SHOWER REQUIREMENTS ADA COMPLIANCE SIGN THE MUM CLEAR FLOOR 48 INCHES ORGROU DM) ISM LLADJONE LL INANACCES CTED ACCESSIBLE DE (11iU IS D T POINTONTHEGRABBAR FASTENER,MOUNTING DEVICE. THE CLEAR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR SUPPORTING STRUCTURE. 0 OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" 0 SCALE: 3" = 1'-0" CONTRACTOR NOTE: Cle0 305.4 KNEE AND TOE CLEARANCE. UNLESS OTHERWISE SPECIFIED,CLEAR CONTRACTOR IS TO VERIFY LOCATIONS OF ALL TOILET FIXTURES AND Ce 0 FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE ACCESSORIES FOR COMPLIANCE WITH THESE DIMENSIONS. THOSE LVrt 0 CLEARANCE COMPLYING WITH 306. FOUND IN VIOLATION OF THESE LOCATIONS SHALL BE REMOVED AND <ICZ REINSTALLED ACCORDINGLY. W cv, 604.4 WATER CLOSET 0 0 a N 60CO4.4 SEATS. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES(430 MM)MINIMUM AND 19 INCHES(485 MM)MAXIMUM NZ L p~') MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO I I.LJRETURNTOALIFTEDPOSITION- NOTE: Q J O GRAB BARS SHALL HAVE AN OUTSIDE DIA.OF F- 0 f7 604.5 GRAB BARS 1 112".WITHSTAND A LOAD OF 250 LBS.APPLIED @ ANY POINT Z Q DOWNWARD OR VERTICALLY, &SHALL NOT ROTATE WITHIN THEIR = N Ce GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH 609.GRAB BARS SHALL Q U < I I \ 1— BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND THE FITTINGS. z Z co (' I I I I I I REAR WALL- >I. Li./ W H I 1 I I I z .& * 604.5.1 SIDE WALL THE SIDE WALL GRAB BAR SHALL BE 42 INCHES(1065 MM)LONG MINIMUM. N 18"MIN I a I I LOCATED 12 INCHES(305 MM)MAXIMUM FROM THE REAR WALL AND EXTENDING N / �24"PREFERRED I CLEAR AREA I r CLEAR AREA I 54 INCHES(1370 MM)MINIMUM FROM THE REAR WALL. 604.5.2 REAR WALL X(24"MIN) THE REAR WALL GRAB BAR SHALL BE 36 INCHES(915 MM)LONG MINIMUM AND i I X I I EXTEND FROM THE CENTERLINE OF THE WATER CLOSET 12 INCHES(305 MM)ON I ONE SIDE AND 24 INCHES(610 MM)MINIMUM ON THE OTHER SIDE. F � 36"MIN. 56"MIN.CLEAR CL~ r 1 '� / 12"M1N 605 URINALS 4,---/- 605.2 HEIGHT AND DEPTH.URINALS SHALL BE THE STALL-TYPE OF THE WALL- Q HUNG TYPE WITH THE RIM 17 INCHES(430 MM)MAXIMUM ABOVE THE FINISH // / / / / / // (/7/ / / /// / ///'f ‘ N FLOOR OR GROUND. URINALS SHALL BE 131/2 INCHES(345 MM)DEEP MINIMUM / —I J / MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE LJJ ..-� co FIXTURE. fN SWINGING DOOR IN SWINGING DOOR IN SWINGING DOOR / J X=36"MIN.IF Y=60"OR Y=54"IF DOOR HAS A CLOSER / 605.3 CLEAR FLOOR SPACE.A CLEAR FLOOR SPACE COMPLYING WITH 305, r X"=42"MIN.IF Y=54" / e �. Nr. POSITIONED FOR A FORWARD APPROACH,SHALL BE PROVIDED- / / >- / U r / , / CLEAR FLOOR SPACE L`'2 DO NOT SCALE DRAWINGS / % CONTRACTOR TO VERIFY X j D MENSIONS-DIMENSIONS-NOTIFY RCH, ALL EXISTING CONDITIONS TECCT oior X(24"MIN) / ` - — — OF ANY DISCREPANCIES PRIOR ADJACENT TOILET STAL I p I 4 TO BEGINNING CONSTRUCTION 1 4 59"MIN.CLEAR I MIRROR L ,, ,,,n,,.,,�� I (I � � � — � - — - � �� TOE CLEARANCE 9" NO !RI=VISIQN � # J IIzII32"MIN.CLEAR / ABOVE FINISH FLOORap II El>I I ll CLEAR AREA aN CLEAR AREA ALL PIPES } I 22"MIN I I I INSULATED NE K..........---------- I I �� ...:Li I � - - - J 4--a t I ` ti J 1,8"MIN. \ x 30"X 481'CLEAR SPACE -- z g co �1- N N _6'\ , \ \ \ ISSUE OUT-SWINGING DOOR OUT-SWINGING DOOR OUT-SWINGING DOOR X= 12°IF DOOR HAS BOTH Y=48"IF DOOR HAS BOTH Y=48"IF DOOR HAS A BOTTOM EDGE OF REFLECTIVE SURFACE A CLOSER&A LATCH A CLOSER&A LATCH CLOSER SIDE ELEVATION 4 DOOR CLEARANCES RESTROOM PLAN REQUIREMENTS RESTROOM CLEARANCES SCALE: 1/2" = 1'-0" 0 SCALE: 1/2" = 1'-0" SCALE: 112" = 1'-0" TYPICAL ACCESSIBLE SIGNAGE DRINKING FOUNTAIN NOTES: ► * . 42"MIN 12"MAX. A BUBBLER SHALL BE ACTIVATED BY A MANUALLY OPERATED • CHARACTERS&SYMBOLS SHALL CONTRAST WITH THEIR }r / / Z BACKGROUND. ~ SYSTEM THAT IS FRONT MOUNTED OR SIDE MOUNTED AND 74111111141111.7I • IDENTIFICATION SYMBOLS ARE TO BE ON WALL ADJACENT TO 3� 414 EnLOCATED WITHIN 6 INCHES OF THE FRONT EDGE OF THE / oFOUNTAIN OR AN ELECTRONICALLY CONTROLLED DEVICE. r LATCH SIDE OF SINGLE DOOR&ON THE RIGHT SIDE OF DOUBLE /_ • 5" EXIT SIGNS DOORS,CENTERED60"ABOVE FLOOR. VERTICAL GRAB BAR 12 B. THE SPOUT OUTLET SHALL BE 36 INCHES ABOVE THE FLOOR. 15- z • SIGNS SHALL HAVE NON-GLARE FINISH&PROVIDE CONTRAST MINIMUM ` EK MINIMUM FROM THE VERTICAL SUPPORT AND 6 INCHES I BUBBLER OPERATOR — �� GRADE 2 BETWEEN CHARACTER,TEXT.SYMBOLS&THE BACKGROUND. I\ c.;/„.....--- GRAB BAR 3'-0"MIN. a MAXIMUM FROM THE FRONT EDGE OF THI=UNIT. Q LETTERS&NUMBERS ON SIGNS SHALL BE RAISED 1132"MIN., ' I 4 I BRAILLE SHALL BE SANS SERIF UPPERCASE CHARACTERS.ACCESSIBLE z ' MAX' Tile ACCESSkBLE ROOM" ? IX O C. THE SPOUT SHALL PROVIDE A FLOW OF WATER AT LEAST 4 I I INDENT4FICATION SIGNAGE ACCOMPANIED BY GRADE 2 BRAILLE. GRAB BAR I • REGULATORY SIGNS TO BE TYPICALLYACCESSIBLE COMPLIANT E. 1'-0"MIN. 2'-0" GRAB BAR LL„ INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES CLEAR AREA THICK)XIT S1GN(114TACTILE 3-0 PLAQUES PER CODE REQUIREMENTS. 4„ W MAXIMUM FROM THE FRONT OF THE UNIT. I • SIGNS TO BE A TYPICAL ONE PIECE INJECTION MOLDED \ J • L — — — — LATCH SIDE OF DOOR FABRICATION WITH RAISED SECOND SURFACE GRAPHICS. i� SANITARY NAPKIN � • r , CO D. DRINKING FOUNTAINS FOR STANDING PERSONS AT 38°MINIMUM X(30"MIN.) '�' DISPENSER �' T043°MAXIMUM ABOVE THE FINISH FLOOR 5"MAX. ACCESSIBLE SIGNS BRAILLE SHOWN IS FOR PLACEMENT ONLY. USE CORRECT 0 o PLAN 17"MIN. 6" 6' BRAILLE FOR SIGN PRODUCTION ° BUBBLER OPERATOR or A * _ * `cc ACCESSIBLE TOILET PROJECT NUMBER 00 0o Z Z \ O u; n 7"MIN. 9"MAX.Cl) - �- iM I - _ Cl60534 co M e GRADE 2 0 --oma, 0- z -J 4._ a BRAILLE o z �� oIE::,--, a' ' z < 0 i'i- z Max SHEET NUMBER - �4 to Z r o M ��o Zo co 0 ,„ Li- G002 SANITARY NAPKIN DISPENSER �► DRINKING FOUNTAIN 8"MIN----, �6"MAX* ' ' RESTROOM ELEVATION CLEARANCES SCALE: 1/2" = 1'-0" / /-/ / 4110 SCALE: 1/2" = 1'-0" DATE OF THIS PRINTING 5/1612017 10:09:25 AM SECTION 00100 INSTRUCTION TO BIDDERS 01000.21 INSURANCE: 01000.36 PROGRESS: 01050.14 EXECUTION: ARCHITECTURAL S P E C I F 1 C AT I O N S In genera maintain such insurance to protect Contractor,Owner and the Owner's agents and representatives from any and all A. The general contractor shall cause the work to be diligently pursued to entire completion.Should helshe fail to supply a sufficient A. Inspection: Verify locations of survey control points prior to starting work. Promptly notify Owner of any discrepancies discovered. 00100,11 GENERAL: claims under Workmen's Compensation Acts and from all claims for damages because of bodily injury,including death,and all number of workers or materials or fail to make timely arrangements which may be required for progress,then the contractor shall B. Survey Control Points:Protect survey control points prior to starting site work;preserve permanent reference points during Ii r i rid/ r o f b- ac to him ' i i i =_ Bid the roject exacts as drawn and s ecified.Com lete all ro sals and include all work as shown and/ors ecified and as re uired claims for roe dams a arisin from Cont actor's o erat ons a o the o eratio s o Su Contr tors em ed b ,in the rov de ev dence satisfacto to the owner and architect that said deficiencies are due to causes be and the r control.Unless the construction.Make no chan es without rior written notice to Owner. Prom tl re ort to Owner the loss or destruction of an 1. GENERAL RESPONSIBILITY: P 1 Y P P P Po p q P P riY 9 9 P P P Y Y P ry Y 9 P P Y P Y __- n r i i ilar ins ran i k f - � ,ate.- --: in. r ntr r n caner d b a Co tra s insurance rov de s m u ce of the r own. ontract r r nidi v'd rice h wn r l v ht n 1 n i in wri in ma rr n m r r n I it buil in codes. ontra or is held to have full examined all dr win rid ifi tin nl f i amount stated here Fo Sub co acto s of e th cto c o o es such e i e t e o e sha I ha a the n after o e da of ce t to a such a a e ents e e e ce Dint or re ovation r u ed because of chan es in rades or other reasons. Re lace dislocated control Dints based n _ - - A. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS THAT AFFECT ALL ALTERATIONS,ADJUSTMENTS TO by ail applicable d g The C ct y a gs a spec ca o s,not o y o h s/her ( ) y" ( ) p p g ( ) y g, g p eq g g p p o DELIVER A COMPLETE PROJECT CONFORMING TO THE CONTRACT DRAWINGS AND SPECIFICATI NS, particular concern but of all trades as well,and to be fully familiar with conditions under which helshe will assume his/her work. Obtain coverage from a company holding a General rating of A or better as set forth in the most current issue of Bests Key and supply such workers and materials at the contractor's expense.The same relationship shall exist between the general original survey control. O Particular attention is drawn to the General Conditions and the Supplementary General Conditions of the specifications.The Contract is Rating Insurance Guide. contractor and all sub-contractors. C. Survey Requirements: Architecture/Development B. THE OWNER RESERVES THE RIGHT TO INSTALL FIXTURE WORK OR TO USE PORTIONS OF THE CONSTRUCTION in the form of a single,lump sum of type of agreement. B. "Hold Harmless"Clause:Provide certificate stating that this endorsement is included in the policy(ies). 1. Establish a minimum of two permanent benchmarks on site,referenced to established control points.Record locations,with AREA AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR.SUCH OCCUPANCY SHALL IN NO WAY IMPLY C. This Contractor assumes the liability for ail losses,damages(including loss of use),expenses,demands and claims in connection 01000.37 DRAWING DIMENSIONING&VERIFICATION: horizontal and vertical data,on Project Record Documents. 14901 Quorum Drive ACCEPTANCE OF ANY PORTION OF THE WORK 00100.13 ACCEPTANCE OR WITHDRAWAL OF PROPOSALS: with or arising out of any injury or alleged injury to persons(including death)or damages or alleged damage to property,sustained A. Inspect site and verify field dimensions before commencing construction.Notify the architect immediately if any significant 2. Establish lines and levels,locate and lay out by instrumentation and similar appropriate means: 00 An Contractor who has submitted a ro osal ma withdraw his r osal at an time rior to the scheduled time for o enin of same or alleged to have been sustained,in connection with or to have arisen out of the performance of the work by the Contractor,his discrepancies occur.Provide letter of acceptance of existing conditions at bidding and at construction start. a. Site improvements,including pavements;stakes for grading,fill and topsoil placement;and utility locations,slopes,and Dal la 3 Y P P Y pop Y P p 9 Dallas,Texas 75254 C. FOR SIZE AND OPENINGS FOR ALL MECHANICAL DUCTWORK,REFER TO MECHANICAL DRAWINGS. however,once proposals are opened the Contractor agrees to honor same for a minimum of thirty(30 days). Sub-Contractors,and their agents,servants and employees,including losses,expenses,or damages sustained by the Owner and B. The plans for projects which are tenant improvements within an existing lease space or remodeling projects of an existing building invert elevations. the Architect.The Contractor hereby undertakes and agrees to indemnify and hold harmless the Owner and the Architect their have been prepared based upon the best available data.The dimensions for these existing spaces and the elements contained b. Grid or axis for structures. 72 39-88 D. CONTRACTOR SHALL PERFORM ANY AND ALL CUTTING PATCHING REPAIRING RESTORING AND THE LIKE TO 00100.14 DISCREPANCIES: agents,servants,and employees,from any and all such losses,expenses damages(including loss of use),demands and claims, therein are not guaranteed.The general contractor shall confirm the existing dimensions of the lease space or building with those c. Building foundation,column locations,and ground floor elevations. Ph. {9 )2 84 and defend an suitor action brou ht a ainst an of them,based on an aIle ed in u includin death or dams a includin loss shown on the drawin Fax: (972)239-5054 COMPLETE THE WORK.THE GENERAL CONTRACTOR SHALL ALSO RESTORE ANY DAMAGED OR Should a bidder find discrepancies in,ambiguities in,or omissions from the drawings and/or the specifications,or be in doubt as to their Y 9 9 � Y Y 9 j ry(� g ) 9 (� 9 gs prior to commencement of work.If discrepancies occur notify the architect immediately. d. As•built drawings as required by local codes. AFFECTED SURFACES(RESULTING FROM THIS WORK)TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION meaning or intent,notify the Architect in time to allow for issuance of clarification by means of Addenda for delivery in sufficient time of use)and pay all damages,judgments,costs and expenses,including attorney's fees,in connection with said demands and C. Do not scale drawings. OF THE ARCHITECT. before proposals are due. claims resulting there from. 01050.2 PRODUCTS: D. The above clause applies in all states unless restricted by state statute.Should this be the case.Provide the maximum form of END OF SECTION Not used. E. GENERAL CONTRACTOR SHALL COORDINATE THE WORK PERFORMED BY THE G.C.'s SUB-CONTRACTORS FOR 00100.15 QUALIFICATION OF CONTRACTORS: "Hold Harmless"allowed by the law. {, RESOLUTION BEFORE PROCEEDING. The Owner reserves the right to require any Contractor submitting a proposal to furnish any or all of the following information prior to E. Provide Comprehensive General Liability Insurance including a Broad Form endorsement and a Broad Form Property damage 01050.3 EXECUTION: .�� f award of the Contract endorsement with limits not less than$1 million CSL(Combined Single Limit).If appropriate,also maintain scaffolding and SECTION 01018 OWNER FURNISHED ITEMS: Not used. F.AN F. SHOULD CONFLICTS OCCUR WITHIN THE CONTRACT DRAWINGS OR SPECIFICATIONS,THE HIGHER QUALITY OR 1. Performance record of roject corn leted over the revious three 3 ears,includin revious ear or P&P bond. demolition insurance. �. P 1 P P ( )Y g P Y F. Provide Workers Com ensation Insurance in accordance with a Iicable stater uirements. 01018.1 GENERAL: LARGER QUANTITY SHALL BE ADOPTED FOR ESTIMATION PURPOSES AND SHALL BE FURNISHED AND 2. Address and description of plant or permanent place of business. ,P.. PP eq END OF SECTION �� .-,-� INSTALLED. 3. An itemized list of equipment. G. Provide Employers Liability Insurance in an amount not less than$200,000 each occurrence,$5,000,000 aggregate. 01018.11 OWNERS RiGHT TO INSTALL ITEMS AND/OR EQUIPMENT PURCHASED UNDER SEPARATE CONTRACTS: 4. Additional information as re uired to satis the Owner that the Contractor is ade uatel reared to fulfill all r uirements of H. Provide Comprehensive Automobile Liability including owned,non-owned and hire coverage in an amount not less than$500,000 A. Owner retains the right to place and install,in coordination with Contractor's construction schedule,as many items and/or as SECTION 01140-WORK RESTRICTIONS q ty q Y P P eq `� i AS� G.IF ANY ERRORS OR OMISSIONS APPEAR IN THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE the Contract,such as contained in AI.A.document A305-Contractor's Qualification Statement. CSL(Combined Single Limit). much equipment as he may require during the progress of the Work,before completion of the various parts of the Work This '+HO t�,. I. Satisfy any insurance requirements necessitated by any pertinent governmental authority. shall not in any way evidence completion of the Work or any portion thereof,nor shall it signify Owner's acceptance of the 01140.1 GENERAL: 'I y OWNER,ARCHITECT,AND ENGINEERS IN WRITING OF SUCH ERROR OR OMISSION IMMEDIATELY UPON -} �` DISCOVERING THE ERROR OR OMISSION. 00100.16 DISTRIBUTION OF DOCUMENTS: J. At Owner's election,maintain Builder's Risk insurance covering the premises.Have such insurance written on an all risk basis and Work or any portion thereof, 01140.11 RELATED DOCUMENTS: coverin ail the work until Owner s final acre lance of same. I P ' Only approved contractors as determined by the owner may obtain drawings,specifications and Supplemental Bidders Package. g P A Drawings and general provisions of the Contract,including General and Supplementary Conditions and other Division 1 H. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH Drawings and specifications remain the property of the Architect and are to be returned complete and in good condition.Use by K• Provide insurance policies immediately after award of contract and prior to any work being performed.Upon obtaining policies, 01018.2 PRODUCTS: Specification Sections,apply to this Section. ? MATERIALS,EQUIPMENT,AND ANY OTHER MATERIALS UTILIZED ON THIS PROJECT.THE GENERAL unauthorized persons for an purpose whatsoever is strictly prohibited and is punishable to the full extent of the law. notify the Owner and file certificates and/or duplicate policies from insurance companies with the Owner showing policy numbers, 01018.21 CATEGORIES OF ITEMS: Y dates policies are in effect,and all limitations and exclusion.Provide certificates stating that the insurance company will notify the A By Owner: Items shown or noted"By Owner"on the drawings and/or in the specifications shall be furnished by Owner to 01140.12 USE OF PREMISES: CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING WITH{N TEN(10)DAYS OF DATf OF CONTRACT OF THOSE SPECIFIED ITEMS THAT MAY NOT BE READILY AVAILABLE.IF NOTIFICATION IS NOT RECEIVED BY OWNER WITHIN 00100.17 CONDITIONS: Owner by registered mail thirty(30)days prior to the expiration or cancellation of any policy. Contractor/subcontractor for installation by Contractor/subcontractor as part of the construction contract. A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is THAT TIME FRAME,THE CONTRACTOR ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF Submittal of a proposal by any Contractor constitutes full acceptance by that Contractor of all conditions as herein stated. Contractor/subcontractor shall receive,to the extent of unloading at the job site as required,store and be responsible to the indicated. SPECIFIED ITEMS AND SHALL PURSUE WHATEVER MEANS NECESSARY,AT NO ADDITIONAL COST TO THE OWNER, 01000.22 PERFORMANCE,MATERIAL AND LABOR BONDS: extent of carrying necessary insurance to cover items in case of theft,fire,loss,malicious damage and other miscellaneous 1. Limits: Confine constructions operations and all personnel to specific areas of work. TO ASSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE A HARDSHIP ON THE OWNER AND NOT 00100,18 ALTERNATES AND SUBMITTALS: When requested,provide performance bonds,labor and material payment bonds,quoting price only,to the Owner,prior to start of damage. 2. Owner Occupancy: Allow for Owner occupancy and use of site and building. ❑ work B. Not In Contract(NIC): Items shown or noted (MC) on the drawings and/or in the specifications shall be furnished and 3. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Owner,Owner's DELAY THE PROGRESS OF THE WORK NO EXTENSION OF TIME TO THE CONTRACT WILL BE ALLOWED. Specific rrmanufacturers for various Contractor furnished items are noted on the Drawings.If any alternate manufacture's products are Q installed by Owner under separate contract,except as described hereinafter.The Contractor shall receive,unload as employees,parishioners,and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Ce Q famiphed,ewe thh informative se the Proposge Adaitionally,provide proposed substitutions of non approved manu#acturers in 01000.23 CONTRACTOR'S QUALIFIED JOB SITE SUPERINTENDENT: required,store,and be responsible to the extent of carrying necessary insurance to cover items in case of theft,fire,loss, a. Schedule deliveries to minimize use of driveways and entrances. W IY 2. PERMITS: compliance with the respective section of the general conditions. ` � ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN'S COMPENSATION ON FILE WITH THE Have the Contractor or his/her designated and qualified representative/job superintendent,with full authority to act on behalf of malicious damage and other miscellaneous damage. NIC items are as noted on drawings. b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site. t.. Z APPROPRIATE AGENCIES. 00100.19 NOTICE TO PROCEED AND PRE-CONSTRUCTION MEETING: Contractor under the Construction Contract,in attendance at the job site and supervising said work,at all times during the progress of B. Use of Existing Building: Maintain existing building in a weather tight condition throughout construction period. Repair damage ❑ W tY N the work 01018.3 EXECUTION: caused by construction operations. Protect building and its occupants during construction period. O t) t3: tV No work will be started without a pre-construction meeting attended by the Contractor,or his/her representative,and the receipt by the W t` END OF SECTION Contractor of a formal"Notice to Proceed"from the Owner. 01018.31 RECEIPT OF ITEMS: N Z 11. m 01000.24 TEMPORARY FACILITIES: A During the course of construction,some deliveries of equipment and miscellaneous items will be made to the job site by 01140.13 OCCUPANCY REQUIREMENTS: Z W SUBMITTAL SHOP A Take charge of the premises from the start to the completion of the project and furnish the following: common carrier. Contractor shall receive and inspect items for conformance to bill of lading or packing slip and for A. Full Owner Occupancy: Owner will occupy site and existing building during entire construction period. Cooperate and coordinate _ Q J PRODUCT SECTION DATA SAMPLES DRAWINGS 00100.20 RECORD DRAWINGS: 1. Lain out of all work and establishin buildin lines and levels,confirm this information with the Owner. dams e. If durin recel t an missin or dams ed items are observed,Contractor shall: with Owner durin construction o erations to minimize conflicts and facilitate Owner usa e. Perform the Work so as not to u- i- J H Prior to release of the final retention,furnish the Owner a complete set of drawings red-lined with all deviations made during y g g g 9 g P Y 9 g g P g O m ❑ INSTRUCTIONS TO BIDDERS 00100 2. Temporary electric power during the period of construction.This does not include portable generators for use of other trades. 1. Make notation of any and all discrepancies on the bill of lading or packing slip. interfere with Owner's operations. I.. ?- SUPPLEMENTARY GENERAL CONDITIONS 01000 construction plus the permit set of drawings and specifications maintained at the site. 3. Heatin of buildin for workin and d in u ses durin the eriod of construction. 2. Call delive carrier and advise him of the roblem. B. Maintenance of 0 rations: Q Q U Q 9 9 9 ry 9P � 9 P ry P Pe OWNER FURNISHED!TENS 01018 END OF SECTION 4. Temporary ladders as required for access to all work. 3. Notify the Owner's Construction Manager within 24 hours. 1. Maintain utility services to building during construction. Provide temporary lines and connections where required to maintain Z tJ) t7 5. Water for construction use. services. H W �.:. ALTERNATES 01030 X X X 6. Acceptance,protection,unloading and storage of Owner's equipment delivered to the site are the responsibility of the 01018.32 RECEIVING GUIDELINES: 2. Notify Owner a minimum of 14 days prior to any required interruption of utility services. Such interruptions shall occur only W - FIELD ENGINEERS 01050 Contractor. A The following guidelines are in place at all Owner job sites and are to be employed by all agents acting on Owner's behalf. with prior approval of Owner,and only at such times and for lengths of time as approved by Owner. t1= et WORK RESTRICTIONS 01140 DIVISION 1 GENERAL REQUIREMENTS 7. Temporary toilet facilities. 1. Check the paperwork to be certain you are the recipient. Do not sign for any freight designated for another consignee. 3. Costs of extra work required to maintain utility services shall be paid by Contractor. {;) N Refuse delivery and cause the carrier to clarify the delivery address with the shipper. 4. Provide protective measures as specified in Section 01520. tV SUBMITTALS 01300 SECTION 01000 SUPPLEMENTARY GENERAL CONDITIONS B, Temporary construction barricade.-If required by the landlord a temporary construction barricade at the storefront shall be 2. Make a notation of any visible damage being as specific as possible. The more detail provided on the shipment's 5. Notify the Owner's representative when working in areas where utility lines might be encountered. r' SECURITY 01520 installed by landlord at tenant's expense.No barricades shall be removed or dismantled without the express written consent of condition,the better. This will allow for processing a damage claim for efficiently if damage is found. On prepaid C. Partial Owner Occupancy: Owner reserves the right to occupy and to place and install equipment in completed areas of building, PROJECT IDENTIFICATION AND SIGNS 01530 01000.1 GENERAL: the landlord.Any barricade removed without prior consent will be reconstructed by landlord at the contractor's expense, shipments,if damage to the contents is obvious,the shipment may be refused. This will lead the carrier back to the before Substantial Completion,provided such occupancy does not interfere with completion of the Work Such placement of CONCRETE WORK 03010 01000.11 DEFINITIONS: shipper for resolution. On third party shipments billed to Owner,Do not refuse delivery.As Owner owns the goods in equipment and partial occupancy shall not constitute acceptance of the total Work. A. Owner.The Owner is defined as The Owner's representative for administrating the Contract and is the Construction Manager. C. CONSTRUCTION SiGNAGE.THE CONTRACTOR IS NOT ALLOWED TO POST ANY COMPANY NAME OR SIGN ON transit.Owner or its agents will be required to file a claim. 1. Owner will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied before Owner STRUCTURAL STEEL 05120 THE TEMPORARY CONSTRUCTION BARRICADE OR ANYWHERE OUTSIDE THE PREMISES.THE CONTRACTOR 3. Insect the roduct s as soon after recei B. The Owners Consultant:The Qwneris Consultant is referred to as"Consultant"far purposes of this project He/She may be an P p ( } pt as possible. Concealed damage claims must be submitted within 14 days of occupancy. _ - _ - MISCELLANEOUS STEEL 05500 Architect and/or En sneer,a other technical re resentative,res onsible for assis#in the owner's re resentative,the Construction SHALL POST ALL SIGNAGE AS REQUIRED BY THE LANDLORD. receipt to have any chance of recovery. Practically speaking,once you assume possession,at best the damage liability is 2. Obtain a Certificate of Occupancy from authorities having jurisdiction before Owner occupancy. ROUGH CARPENTRY 06100 g P P g P slit between Owner and carrier. Please understand that the abili to rove the dams a occurred in the care and custod 3. Before artial Owner occu an mechanical and electrical s stems shall be full o erational,and re uired tests and = _ Manager,in administrating the contract. P ty P 9 Y P P cY, Y Y P q FINISH CARPENTRY 06200 C. Contractor.The persons,corn an res or co orations with whom the Owner makes a direct Contract for the work or an 01000.25 INSPECTION AND TESTS: of the carrier diminishes with each day the damage goes unreported. inspections shall be successfully completed. On occupancy,Owner will provide,operate,and maintain mechanical and { ) P Y{ ) rA { } Y rtion thereof or for an materials or related services r uired thereto. A. Call for all inspections as required by local authorities,allowing a minimum of two(2)day notice for inspections to be made. 4. Sign the carrier's paperwork using a full signature,complete the date and indicate the number of pieces received, It is electrical systems serving occupied portions of building. _ WATERPROOFING 07100 Po Y e4 - wn r r ins a ti n on w k rior to the installation of the items s cified in the Invitation To Bid. hel ful to rint a last name for clan , These items are im ortant in the event a ortion of the shi merit is missin . This 4. n ill me r s i' i f 0. Sub-Contractor:Any person(s),company(les),or corporations)with whom a contractor makes a Contract to famish labor and/or B. Notify the 0 e fo p c o e ee p pe p p ty p p p g 0 occupancy,Owner w ossa a ponsib Iity for maintenance and custodial service for occupied port ons o building. _ _ � __ INSULATION 07200 service and/or material in connection with the project.Within the drawing and specifications,the term"Contractor"is interpreted to C. The Owner has the right to order tests and/or laboratory examination of any material or work used or performed on the project will allow determination of who signed for what. BATT AND BLANKET INSULATION 07211 mean subcontractor where applicable unless further defined. should he suspect such material or work to be of lesser quality than specified herein.The costs of all such tests will be paid by the 01140.2 PRODUCTS: _ y ROOF DECK AND INSULATION 07220 E. Project The project is defined as the complete labor,materials and services required for the construction and all related work as Owner unless they indicate work or materials to be of lesser quality,in which case the Contractor pays the costs along with any END OF SECTION Not used WATER AND AIR RETARDER 07260 described on the Contract document. expenses incurred in correction of the work. - _ z := SHEET METAL AND ROOF ACCESSORIES 07600 F. Site:The property on which the project is located. SECTION 01030 ALTERNATES 01140.3 EXECUTION: ` G. Contract Documents:The contract documents consist of 01000.26 PRECEDING WORK: Not used. JOINT SEALERS 07900 1. The Construction Contract, Before starting work,examine work previously installed and immediately report to the Owner any visible defects or conditions which 01030.1 GENERAL: _ SEALANT AND CAULKING 07920 2. The Drawings adversely affect the quality and/or completion of this work.It is assumed all conditions are acceptable if no such report is received. 01030.11SUMMARY: END OF SECTION _ STEEL DOOR AND FRAMES 08100 3. The Specifications,and A This Section includes administrative and procedural requirements for alternates. -a ALUMINUM ENTRANCE AND FRAMING SYSTEMS 08410 X 4. The Soils Report. 01000.27 CUTTING AND FITTING: SECTION 01300 SUBMITTALS FINISH HARDWARE 08700 H. include the dates and revision dates of all drawings and specifications on the proposal form. A Execute all cutting and fitting of work as maybe required by other trades so as to insure as near perfect fit of materials as possible. 01030.12 DEFINITIONS: A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that 01300.1 GENERAL: DO NOT SCALE DRAWINGS GLAZING 08800 01000.12 GENERAL CONDITIONS: 01000.28 DAMAGED WORK: maybe added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount 01300.11 REQUIREMENTS INCLUDED: GLASS 08811 A. The Standard Form of General Conditions published by the American Institute of Architects(A.I.A)form A201,latest edition,is A Pay for replacement of any work damaged in connection with the Contract,and perform such patching or replacement by skilled of construction to be completed or in the products,materials,equipment,systems,or installation methods described in the A. Procedures. CONTRACTOR TO VERIFY GYPSUM BOARD 09250 binding and the General Conditions included herein are supplementary thereto.In the event of conflict,the Supplementary General personnel specializing in the particular trade so as to restore damaged work to completely acceptable condition.Should Contract Documents. B. Construction Progress Schedules. ALL EXISTING CONDITIONS AND Conditions govern over the General Conditions,and the Owner's Construction Contract governs over the Supplementary General responsibility for damage be unable to be determined,prorate the cost of repairing same among Contractors working on the job at 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the C. Shop Drawings. DIMENS IONS-NOTIFY ARCHITECT TILE 09300 Conditions. the time the damage occurred as determined by the Owner.The decision of the Owner is final. Work. No other adjustments are made to the Contract Sum. D. Product Data. TILE BACKER BOARD PANELS 09390 B. It is accepted as a fact that all Contractors have inspected the site prior to submitting their bid and no additional compensation is 2. Alternate Bids shall include all overhead and profit applicable to that portion of the work E. Samples. OF ANY DISCREPANCIES PRIOR ACOUSTICAL CEILINGS 09510 allowed for failure to fulfill this requirement.It is to be construed however,that the Contractors have included in their bids amounts 01000.29 ADVERTISING: 3. The description provided for each Alternate Bid is recognized to be incomplete and abbreviated,but implies that each change TO BEGINNING CONSTRUCTION SPECIAL WALL SURFACES 09770 X to cover unforeseen conditions of obstacles other than those indicated on the drawings or visually apparent at the site.Should A. No advertising is allowed. must be complete for the scope of work affected. The descriptions are primarily scope definitions,and do not necessarily 01300.12 PROCEDURES: - unforeseen conditions arise,notify the Owner immediately. detail the full range of materials and processes needed to complete the work as required. Refer to applicable Specification A. As shown on Product Matrix Section and as requested by Owner. FIBERGLASS REINFORCED POLYESTER PANELS 09880 C. The following specifications are divided into chapters and each Contractor is to figure on that portion in which each is concerned.It 01000.30 COMPLETED WORK: Sections,and to applicable drawings,for the specific requirements of the work,regardless of whether references are so noted B. Delivery Address: Deliver submittals to Owner at address listed on Invitation to Bid. NO 'REVISION PAINTING 09900 X is the responsibility of each Contractor to read and familiarize himself with the General Conditions and Supplementary General A Deliver completed work as called for by the Contract to the Owner free from liens,claims or encumbrances of any description in the description of each Alternate. Coordinate related work and modify surrounding work as required to properly integrate C. Transmittal Form and Identification: Identify project,Contractor,subcontractor,major supplier,identify pertinent Drawing sheet and -_ BUILDING SPECIALTIES 10000 Conditions which are considered equally binding with the remaining specifications. whatsoever against the Owner.Acceptance of such work is defined as approval of final payout. with the work of each Alternate. Any change of details,construction,etc.,as required to accommodate the Alternate shall be detail number,and Specification Section number,as appropriate. Identify deviations from Contract Documents. Provide space for TOILET AND BATH ACCESSORIES 10801 D. Settle any controversy or claim arising due to a labor conflict caused by the wording of assignment or these specifications in 1.Contractor shall attend and assist the Owner/CM with the compilation and documentation of the punchlist inspection. The the responsibility of the Contractor and shall be included in his Alternate Bid Price. Contractor and Owner/Architect review tamps. accordance with local governing labor practice. Contractor shall complete all punchlist discrepancy items within(7)calendar days of the punchlist inspection. Superintendent shall 4. Where methods of construction,materials,finishes,or details of installation,required by the various Alternate Bids,differ from D. Review. MECH UNIT SUBMITTALS 15125 X E. List alternates,whether specified by the Owner or suggested by the Contractor,separately on the proposal.Indicate the cost of be onsite until the Owner/CM has signed the punchlist that all items have been satisfactorily completed. the requirements shown on drawings or specified for corresponding items,the Alternate construction,materials,etc.,will be 1. Contractor: PLUMBING 15400 X materials and labor required to complete the alternate and the credit due the Owner for any materials and/or labor not required due B. If Owner receives"notice of claim"to be filed or if a claim is filed as a result of Contractor's non-payment,Owner possesses the subject to approval by the Owner. a. General: Review submittals prior to transmittal;determine and verify field measurements,field construction criteria, ELECTRICAL SWITCHGEAR I PANELS 16000 to the alternate installation. right under the Construction Contract to either settle the claim and deduct same from the Contract sum or to require the Contractor 5. Approval of the Alternate makes all requirements of scope,performance,submissions,service and guarantee binding as any manufacturer's catalog numbers,and conformance of submittal with requirements of Contract Documents. Submittal FIRE SPRINKLER SYSTEMS 21000 X to bond over such small claims,including any associated expenses as defined in the Construction Contract and to promptly defend other material name appearing in the Specifications for the Base Bid. All necessary changes in building design or construction information deviating from requirements of contract documents shall be clearly circled in red. . 01000.13 DRAWINGS AND SPECIFICATIONS: to conclusion Owner and Owner's interest against said claim of claims. to accommodate the alternate materials shall be the sole responsibility of the Contractor without extra cost to the Owner. b. Coordination: Coordinate submittals with requirements of Work and of Contract Documents. MILLWORK X A. Execute all work according to the true meaning and intent of the drawings and specifications which are intended to include C. Completion of Work on the project requires the submission by the Contractor of certain documentation in order for the Final 6. Bids submitted without requested Alternates may be deemed incomplete and rejected at Owner's option. c. Certification: Apply stamp and sign or initial each sheet of shop drawings and product dataa,and each sample label to GRANITE X eve hin r uired and necessa for the ro er and entire finishin of the work notwithstandin ,that each and eve item Retention Draw to be aid to the Contractor.The submission of these documents is defined in the Construction Contract and is ryt g eq ry p p g g ry p certify compliance with requirements of Contract Documents. Notify Owner in writing at time of submittal,of deviations necessarily involved in the work is not specifically mentioned.Deliver the completed work to the Owner in a perfect and inclusive of the following items(3 sets to be provided): 01030.13 PROCEDURES: from requirements of Contract Documents. SECTION 00010-TABLE OF CONTENTS undamaged condition without exception. 1. Record Drawings and Specifications in PDF format&hard copy, A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. 2. Owner: B. The drawings and specifications are intended to be cooperative.Furnish and perform the work or materials called for by the 2. Lien Waivers from Contractor and Subcontractors and Material men, 1. Include as part of each alternate,miscellaneous devices,accessory objects,and similar items incidental to or required for a a. General: Owner will review shop drawings,product data, and samples and return submittals within 14 days. INTRODUCTORY INFORMATION DIVISION 8•DOORS AND WINDOWS drawings and not mentioned in the specifications or vice-versa in as faithful a manner as though treated by both. 3. List of all Subcontractors and Material men Contractor's Guarantee and Completion Affidavit, complete installation whether or not indicated as part of alternate. b. Acceptance and Fabrication: Do not fabricate products or begin work which requires submittals until return of submittal C. Before submitting an estimate;carefully check the drawings and specifications.Should a conflict,uncertainty or discrepancy be 4. Final Signed Punch List, 2. Prior to installation of the Alternate items,verify that all surfaces have been modified as necessary to accept the installation with Owner's acceptance. -Section 00010 Table of Contents -Section 08100 Steel Doors and Frames ISSUE found,report it to the Architect immediately,who will notify all bidders as to the resolution. 5. Any Work Orders and Associated Contract Change Orders, and that the item or items may be installed in complete accordance with their manufacturer's current recommendations. Notify E. Revisions: After Owner review of submittal,revise and resubmit as required,identifying changes made since previous submittal. -Section 08210 Wood Doors 6. Certificate of occupancy and any related public agency, the Owner of any discrepancies before proceeding. F. Distribution: Distribute copies of reviewed submittals to concerned persons. instruct recipients to promptly report any inability to PROPOSAL REQUIREMENTS -Section 08410 Aluminum Entrances and Storefronts 0100014 PRECEDENCE OF DRAWINGS: 7. Certification of project completion, 3. Include as cost of bid alternate and cost of related coordination,modification or adjustment to the work to incorporate the bid comply with provisions. -Section 08700 Finish Hardware The order of precedence of drawings is as follows: 8. Copies of project Inspection Reports, alternate scope. Section 00100 Instructions to Bidders -Section 08800 Glazing 1. Larger scale drawings over smaller scale drawings. 9. Permitted Set of Drawings and Specification, B. Notification: Immediately following award of the Contract,notify each party involved,in writing,of the status of each alternate. 01300,13 CONSTRUCTION PROGRESS SCHEDULES: -Section 08811 Glass 2. Figured dimensions over scale dimensions. 10.All warranties, Indicate if alternates have been accepted,rejected,or deferred for later consideration. Include a complete description of A. Construction Schedules: Along with the Invitation to Bid,the Owner will submit to Contractor copies of his Anticipated Construction DIVISION 1-GENERAL REQUIREMENTS 3. Supplementary General Conditions overA.I.A.General Conditions. 11.All certifications noted in the drawings including civil drawings,the bid documents and Construction Contract, negotiated modifications to alternates. Schedule. DIVISION 9•FINISHES 4. Architectural drawings over mechanical and electrical drawings. 12.And any required test and/or engineering reports. C. Execute accepted alternates under the same conditions as other work of the Contract. B. Type: Network analysis system using the critical path method,generally as outlined in Associated General Contractors of America -Section 01000 Supplementary General Conditions 5. Any addenda over all material of an earlier date. D. Schedule: A Schedule of Alternates is included in the Invitation to Bid letter. Specification Sections referenced in schedule contain (AGC)publication"Construction Planning and Scheduling"is preferred,but a horizontal bar chart with separate bar for each major •Section 01018 Owner Famished Items -Section 09111 Metal Stud Framing System 6. Notice of conflict. 01000.31 MAINTENANCE AND CLEANING: requirements for materials necessary to achieve the work described under each alternate trade or operation,identifying first work day of each week is acceptable. -Section 01030 Alternates -Section 09250 Gypsum Board A Throughout the period of construction,be responsible for satisfactorily maintaining the premises in a neat and clean condition.This C. Sequence of Construction: Show complete sequence of construction by activity,identifying work of separate stages and other Section 01050 Field Engineering -Section 09300 Tile 01000.15 SUBSTITUTION: means removal of all refuse and debris from the premises. END OF SECTION logically grouped activities. -Section 01140 Work Restrictions -Section 09390 Tile Backer Board Panels An substitution must be approved in ADVANCE OF CONSTRUCTION in writin b the Architect after receipt and stud of complete B. Store all equipment and materials in a neat manner and protect them from any damage from the elements.Maintain building in a D. Percents a of Com letion: Show ro'ected ercenta a of corn letion for each item of work as of time of each Application for -Section 01300 Submittals -Section 09510 Acoustical Ceilings Y 9 Y Y . P P 1 P 9 P information regarding same,including any credits or additional costs. generally clean condition during the period of construction,and upon fins!completion provide a professional service to thoroughly SECTION 01050 FIELD ENGINEERING Payment. -Section 01520 Security -Section 096519 Resilient Tile Flooring clean all glass,floors,furniture and equipment. D. Percentage of Completion: Show projected percentage of completion for each item of work as of time of each Application for - -Section 01530 Project Identification and Signs -Section 09800 Fiberglass Reinforced Polyester Panels Pa merit. (FRP) 01000.16 MATERIALS AND WORKMANSHIP: 01050.1 GENERAL: y r` Section 09900 Paintin Unless otherwise particularly stated,furnish and install ALL materials and labor mentioned in these specifications and/or shown on the 01000.32 GUARANTEE: 01050.11 SECTION INCLUDES: E. Submittal Dates: Show submittal dates required for shop drawings,product data,and samples,and product delivery dates, DIVISION 2•SITE WORK 9 A Full and unconditional) uarantee all labor,materials,and a ui ment re uired b the Owner-contractor a reement s for a eriod includin those furnished b Owner. I drawings.Execute all work in a neat and skillful manner to the entire satisfaction of the Owner. Y Y 9 q P q Y g ( ) P A Survey and Field Engineering g Y o DIVISION 10•SPECIALTIES of one(1)year from the date of final acceptance or the date the building is opened for business by the Owner,unless otherwise B. Submittals and Quality Control F. Copies Required: Section 02072 Minor Demolition for Remodeling 01000.17 SUB-CONTRACTS: specified in specific chapters herein. 1. Initial Issue: Submit three copies within 10 days after date of notice to proceed. After review by Owner,revise and resubmit Provide a list of sub-contractors proposed prior to award of the Contract with their best and final offer.The Sub-contractor is bound by D. Constr c ion S Documents DIVISION 3-CONCRETE -Section 10000 Building Specialties D. Construction Soils Testing as required. -Section 10801 Toilet and Bath Accessories the specifications.No Contractor or Subcontractor may sublet or assign his Contractor any part thereof without the written approval of 01000.33 CHANGES: 2. Revised: Submit three copies with each Application for Payment,reflecting changes since previous submittal. Ct W the Owner. A The Owner,without invalidating the Contract,may order changes in the work within the general scope of the Contract,consisting 01050.12 QUALITY ASSURANCE: n- -Section 03010 Concrete Work of additions,deletions,or other revision.The Contract sum and the contract time will be'adjusted accordingly. 01300.14 SHOP DRAWINGS: X DIVISION 15-MECHANICAL A. Surveyor. Employ experienced Civil Engineer or registered Land Surveyor to establish layout,lines,levels and grades,and check 01000.18 LAWS AND ORDINANCES: B. The cost or credit to the Owner resulting from a change in the work will be determined by mutual agreement.Perform all work A General: Present in a clear and thorough manner.Title each drawing with Project name and number identify each element of Q Contractor's placement of batterbaards,grades stakes,and other controls,and to verify same from time to time during progress of DIVISION 4-MASONRY•NOT USED under thea Iicable conditions of the Contract documents. drawin s b reference to sheet number and detail,schedule fy LL- Comply inall respects with all laws and ordinances having jurisdiction over the work and/or materials or methods employed.No PP construction of Work En ineer or Surve or shall be r istered in the state of this roject. 9 Y or room number of Contract Documents. Idents field dimensions; -Section 15400 Plumbing 9 Y e9 P 1 additional corn ensation will be allowed to Contractors for failure to familiarize themselves with all conditions under which the will C. Obtain written authorization for changes in the work(Construction Work Order)from the Owner prior to completion of the work. show relation to adjacent or critical features or work or products. W -Section 15500 Automatic Fire S rinkler 5 stem P Y , B. Measurements: Before ordering materials or doing any work,verify measurements at site and check same against Drawings. No DIVISION 5•METALS P y perform their work unless these conditions are brought to the Owners attention prior to signing of Contracts,and provisions for D. Overhead and Profit for all changes to the scope of work will be limited to 10/o total markup for self•performed work or B. Copies Required: Submit four(4)copies of each sheet. extra charge will be allowed on account of differences between actual dimensions and measurements shown on Drawings. Ci) adjustin costs are made at that time. 15%total mark-up for subcontracted work. C. Reproduction and Distribution: After Owner review and acceptance;reproduce and distribute in accord with"procedures"above. u -Section 05120 Structural Steel DIVISION 16-ELECTRICAL 1 g Submit any differences found to Owner for resolution before proceeding with Work Owner will make and retain copies required for his own use. -Section 05400 Cold-Formed Metal Framing 01000.19 PERMITS,BONDS,LICENSES: 01000.34 RECEIPT OF EQUIPMENT: 01050.13 SUBMITTALS: -Section 05500 Miscellaneous Steel -Section 16000 Electrical PROJECT NUMBER Take out and pay for all permits,bonds,licenses and similar items.Should separate Contracts be awarded,each Contractor is A. During the course of construction,the Contractor is the receiving party responsible for deliveries of equipment and miscellaneous A, Surve or Name: Submit name,address,and tele hone number of Surve or or En ineer to Owner before startin surve work 01300.15 PRODUCT DATA: responsible for permits,fees,bonds,licenses,and similar items as may be required by work covered under his/her portion of the items made to the job site by common carrier.If,during the receipts of those items by the Contractor's representatives,any B. Accura : Submit to the Owner documentation ven in accura of sure work g 9 Y A General: Submit only pages which are pertinent;mark each copy of standard printed data to identify pertinent products,referenced DIVISION 6-WOOD AND PLASTICS END OF SECTION Contract.Tum over receipts for same to the Owner upon completion.At the Owner's election,the Owner may obtain any of the missing or damaged items are observed,the receiving person must: ty g to Project Manual Section and Article number. Show reference standards,performance characteristics,and capacities;wiring and C. Certification: Submit certificate signed by Surveyor or Engineer,certifying that elevations and locations of improvements are in Permits. The General Contractor is required to obtain the building permit and to be reimbursed with no markup. 1. Make a notation of the discrepancy on the delivery ticket. conformance,or non-conformance,with Contract Documents. piping diagrams and controls;component parts;finishes;dimensions;and required clearances. -Section 06100 Rough Carpentry 2. Call the supplier and advise of the problem within 24 hours. B. Modifications: Modify manufacturer's standard schematic drawings and diagrams to supplement standard information and to -Section 06200 Finish Carpentry 01000.20 PROTECTION: 3. Call the delivery carrier and/or vendor to file a claim. provide information specifically applicable to the work. Delete information not applicable. D. Barricade and/or shelter the work as to protect ft from damage.Arrange all barricades so as to insure a reasonable visual and � C. Copies Required: Submit number Contractor requires,plus three copies for Owner's use. SHEET N U M BE R DIVISION 7•THERMAL AND MOISTURE PROTECTION physical warning for workmen and the public.Provide flashing type blinkers around open trenches. 01000.35 EQUIPMENT UNDER THIS CONTRACT&FURNISHED BY OTHERS: ,• E. The Contractors)is held responsible for any damage to his/her work as maybe due to negligence of the above,oras may be A The general contractor shall acquaint himself with the dimensions of all equipment under this contract so that sufficient clearances 01300.16 SAMPLES: -Section 07200 Insulation caused by accident,wind,rain snow,freezing,riot,malicious mischief,theft,or similar reasons,if due to his/her acts,omissions or and adequate floor area is available for receipt and storage of that equipment. A General: Submit full range of manufacturer's standard finishes except when more restrictive requirements are specified,indicating -Section 07211 Batt and Blanket Insulation negligence.If such damage occurs,restore the work to its previous condition at no cost to the Owner. colors,textures,and patterns. Submit samples to illustrate functional characteristics of products,including parts and attachments. - -Section 07220 Roof and Deck Insulation F. Protect all adjoining property from damage during the course of the work If required by local laws or ordinances,issue notices to B. Identification: Label each sample with identification required for transmittal letter. 0 0 0 -Section 07600 Sheet Metal and Roof Accessories Owner of said property.No use of adjacent privately owned property by a Contractor without written permission by its Owner is C. Number Required: Two sets of samples,charts,color plates and manufacturer's data. - -Section 07841 Through-Penetration Firestop Systems allowed. -Section 07900 Joint Sealers G. Contractor is responsible for any damage or loss to Owner's building package or equipment in said Contractor's possession.At -Section 07920 Sealants and Caulking Owner's election,the cost of repair or replacement of any missing items will be borne by said Contractor. DATE OF THIS PRINTING 5/16/201710:09:32 AM 1. NOT USED DIVISION 2 SITEWORK DIVISION 3 CONCRETE DIVISION 4 MASONRY DIVISION 5 METALS - 2. NOT USED SECTION 02072-MINOR DEMOLITION FOR REMODELING SECTION 03010 CONCRETE WORK SECTION 04200 UNIT MASONRY SECTION 05120 STRUCTURAL STEEL _ 3. FRP: PART 1• GENERAL 03010.1 GENERAL: 04200.1 GENERAL: 05120.1 GENERAL: A Submit four samples,per Submittals Section,of each material proposed to the Architect for acceptance,if submitting other than 1.01 SECTION INCLUDES 03010.11 RELATED DOCUMENTS: 04200.11 RELATED DOCUMENTS: A Drawings,Specifications,Division 1 and Contract Architecture/Development specified item for approval of a substitution. A.Removal of existing construction indicated on Drawings andlor required by work specified in other Sections of these Specifications. A Drawings,Specifications,Division 1 and Contract. A. Drawings,Specifications,Division 1 and Contract 8.Capping and Identifying Utilities 05120,12 DESCRIPTION OF WORK: 14901 Quorum Drive 4. PAINTING: C.Protection of persons and property. 03010.12 DESCRIPTION OF WORK: 04200.12 DESCRIPTION OF WORK: A Structural steel,bolts,and welds. A Provide color match sample(s)to the Architect for acceptance. 1.03 COORDINATION A The extent of concrete work shown on drawings. A. Extent of masonry work is indicated on Drawings. Suite 300 A. Contractor is solely responsible for coordination of work of this Section with work of his subcontractors and Owner's employees or 05120.13 QUALITY ASSURANCE: Dallas,Texas 75254 5. TILE: subcontractors for work of other Sections of these Specifications. 03010.13 QUALITY ASSURANCE: 04200.13 PROJECT CONDITIONS: • A Fabricate structural steel members in accordance with AiSC Code of Standard Practice. A Submit two samples,per Submittals Section,of each material proposed to the Architect for acceptance. PART 2- PRODUCTS A Comply with provisions American Concrete Institute 318"Building code Requirements for Reinforced Concrete"and 301 A Protection of work:During erection,cover top of walls with heavy waterproof sheeting at end of each days'work.Cover partially B. Conform welding with AWS DLI. Ph:(972)239-8884 Not used. "Structural Concrete for Buildings"except where more stringent requirements are shown or specified. completed structures when work is not in progress. C. Use welders holding valid certificates issued by accepted testing agency. Fax:(972)239-5054 6. CEILING: PART 3- EXECUTION B. Form all footings and foundations.Unformed placement of concrete is not allowed. B. Do not apply concentrated loads for at least 3 days after masonry walls are constructed. A 3.01 GENERAL C. Conform to ACI 305R when concreting during hot weather. 05120.2 PRODUCTS: A Maintain protected and access at all times. Use of explosives is prohibited. D. Conform to ACI 306R when concreting during cold weather. 04200.14 ENVIRONMENTAL REQUIREMENTS: 05120.21 MATERIALS: �y 7. NOT USED 3.02 PREPARATION A. Perform the following construction procedures during cold weather while the work is progressing: A W-Shapes:ASTM A-992.All other rolled shapes and plates:ASTM A36/A36M. �(, Y A General: Erect and maintain weatherproof closures for exterior openings. Erect and maintain temporary partitions to prevent 03010.2 PRODUCTS: 1. When air temperature is from 40 degrees F(4 degrees C)to 32 degrees F(0 degrees C),heat sand or mixing water to B. Structural Tubes:ASTM A500,Grade B,FY=46 k.s.i. C. " 8. DRYWALL: spread of dust fumes,noise,and smoke. Protect existing items which are not indicated to be altered. 03010.21 FORM MATERIALS: produce mortar temperatures between 40 degrees F(4 degrees C)and 120 degrees F(49 degrees C). C. Bolts,Nuts,Washers,and Anchor Bolts:ASTM A-307. F.ANOit,. A Provide 12-inch b 12-'inch 300mm b 300mrn samples of applied finish coatin materials for coating,color and texture selection. B. Eadsting Utilities: Disconnect,remove and cap designated utility services within demolition areas. Mark locations of disconnected A Forms for Concrete Surfaces:Plywood,lumber,metal,or other industry acceptable material. 2. When air temperature is from 32 degrees F 0 degrees C to 25 degrees F -ode roes C.heat sand or water to produce D. Welding Materials:AWS DI.I; ere required for materials being welded. l'�Y ( Y ) A PR g 9 Yw � � tiYP 9 ( �J ) g ( 9 ). P 9 tYP q g _�- utilities. Verify all gas shut off valve locations prior to beginning remodel. Identify and indicate capping locations on Project Record B. Provide commercial formulation form-coating compounds that will not bond with,stain nor adversely affect concrete surfaces. mortar temperature between 40 degrees F(4 degrees C)and 120 degrees F(49 degrees C);maintain temperature of mortar E. Grout Non-shrink type,pre-mixed compound consisting of non-metallic aggregate,cement,and water reducing and plasticizing 9. NOT USED Documents. on boards above freezing. additive. 3.03 PROTECTION 03010.22 REINFORCING MATERIALS: 3. When air temperature is from 25 degrees F(-4 degrees C)to 20 degrees F(-7 degrees C),heat sand and mixing water to F. Shop and Touch-Up Primer:SSPC 15,Type 1,red oxide. } 10. Mechanical Work: A. Persons: Erect and maintain fences,planking,bracing,shoring,lights,barricades,warning signs and guards required for A. Reinforcing Bars:ASTM A-615 Grade 60,deformed. produce mortar temperatures between 40 degrees F(4 degrees C)and 120 degrees F(49 degrees C);maintain temperature G. Touch-Up Primer for Galvanized Surfaces:SSPC 20,Type I. H• > -i •S A Submittal Data: protection of workmen and the public. 8. Welded Wire Fabric:Plain cold-drawn welded steel wire,ASTM A-185, of mortar on boards above freezing;use salamanders or other heat sources on both sides of walls under construction;use - Q 1. The submittal data shall be handled as hereinbefore specified in the"General Conditions"section of these specifications as B. Property: Use care and appropriate means to protect construction and property which is not part of Work of Contract. Repair, C. Provide metal bolsters,chairs and other devices for spacing,supporting and fastening reinforcing bars and welded wire fabric in wind breaks when wind is in excess of 15 mph. 05120.22 FINISH: S - o specified for"Shop Drawings". refinish and/or replace damaged construction and property at no additional cost to Owner. place. 4. When air temperature is 20 degrees F(-7 degrees C)and below,heat sand and mixing water to produce mortar temperatures A. Prepare structural component surfaces in accordance with SSPC SP Standards. V % V 2. Before submittal of all data,the Contractor shall check each piece of apparatus,equipment and accessory to insure 3.04 EXECUTION between 40 degrees F(4 degrees C)and 120 degrees F(49 degrees C).Do no lay units which have a surface temperature of B. Shop prime structural steel members.Do not prime field welded surfaces or surfaces in contact with concrete. s'i.A 1 7 2317 compliance with requirements of the plans and specifications and shall clearly mark each submittal with his signature to A. General: Demolish in orderly and careful manner with least possible disturbance to public and to adjacent property. Repair all 03010.23 CONCRETE MATERIALS: 20 degrees F(-7 degrees C)or below. C. In high humidity areas similar to Florida and Hawaii,galvanize exposed structural steel members including connectors to ASTM indicate that they are in full compliance. Any submittals received without the Contractors signature may be returned without demolition performed in excess of that required,for proper completion of work. • A Portland Cement ASTM C150,Type I or II. B. Perform the following protections during cold weather for completed masonry and masonry not being worked on: A123 with minimum 1.25 02.sq.ft galvanized coating in lieu of shop priming. being checked. It shall be the Contractor's responsibility to point out all deviations between the plans and specifications and B. Ownership of Items Removed: Equipment and materials resulting form demolition work is property of Contractor,unless noted B. Normal Weight-Aggregates:ASTM C33,with maximum 1-1/2"for footing and other mass concrete and 3/4"maximum for other 1. When the mean daily air temperature is from 40 degrees F(4 degrees C)to 25 degrees F(•4 degrees C),protect masonry the materials submitted. otherwise on the Drawings. concrete. from rain or snow for at least 24 hours by covering with weather-resistive membrane. 05120.3 EXECUTION: 3. Each set of data from any one manufacturer shall be bound in an individual folder properly indexed and marked to indicate job, 3.05 CLEANING AND DISPOSAL C. Water.Clean and not detrimental to concrete. 2. When mean daily air temperature is from 25 degrees F(-4 degrees C)to 20 degrees F(-7 degrees C),completely cover 05120.31 ERECTION: Contractor,supplier and purpose for which data enclosed is being offered. Data submitted shall show proposed equipment A. Except where noted otherwise,immediately remove and dispose of demolished materials and related debris away from site. All D. Calcium Chloride:Not permitted. masonry with insulating blankets or similar protection for at least 24 hours. A Allow for erection loads,and for sufficient temporary bracing to maintain structure safe,plumb,and in true alignment until only and shall not be catalogues showing a manufacturer's complete line.Each sheet shall indicate the name of manufacturer disposal of materials off site shall be performed in accordance with all federal,state,and local regulations. Do not bum or bury E. Admixtures:Do not use without approval from Structural Engineer. 3. When mean daily temperature is 20 degrees F(-7 degrees C)and below,maintain masonry temperature above 32 degrees F completion of erection and installation of permanent bracing. Ce Q of the equipment beingsubmitted. Sufficient data shall be included to prove compliance with the specifications as far as use, materials on site. (0 degrees C)for 24 hours usingenclosures and supplementary heat electric heatingblankets,infrared lamps,or other B. Do not field cut oralter structural members without approval Architect/Structural i r �i P P Pe 9 P ry uofEngineer,. Cl 0 capacity,efficiencies,physical size,quality of materials and all other pertinent specified particulars. B. Upon completion of work of this section,remove related debris from premises. 03010.24 ACCESSORIES: acceptable methods. C. After erection,touchup all damaged finish surfaces. LU IX 4. Submittal data(manufacturers'catalog data)shall include the following: A. Provide 10 mil polyethylene vapor barrier cover over prepared base material for all floor slabs. D. Place specified grout under all base plates. E.._ Z >- a. Fire protection system components and devices(when applicable to project). END OF SECTION B. Provide base course for all floor slabs of evenly graded natural gravel 3/8"maximum to 1/8"minimum(pea gravel)or natural sand. 04200.2 PRODUCTS: W ---. N b. Insulation. C. Non-shrink Cement Grout Below Column Base Plates:Non-metallic,flowable,high strength(4000 p.s.i.min.at 7 days)conforming 04200.21 MASONRY UNITS,GENERAL: 05120.32 ERECTION TOLERANCES: 0 Co) W c. Domestic water heaters. to CRD-C621. A. Manufacturer.Obtain masonry units from one manufacturer,of uniform texture and color. A Maximum Variation from Plumb:1/4-inch per story, = Z W C) d. Plumbing fixtures and trim. D. Membrane Curing Compound:ASTM C309. B. Maximum Offset from True Alignment:1/4-inch. III F4,. .) ,-,..,Q e, Packaged roof-top cooling/heating units. E. Absorptive Mats:ASTM C171 04200.22 CONCRETE MASONRY UNITS: - 0 -114- n f. Exhaust Fans F. Bonding Agent:Polymer resin emulsion. A. Size:Manufacturers standard units with nominal face dimensions of 16"long X 8"(15-518"x 7-5/8"actual),unless otherwise END OF SECTION LI" H '1 - g. Testing,adjusting and balancing. indicated.ASTM C90,Type 7. Z Q I N C 03010.25 PROPORTIONING AND DESIGN OF MIXES: 1. Use standard block unless one of the following is indicated on the Drawings: (,� Q 11. Shop Drawings: A. Use proprietary standard design mix that meets the following qualities and furnish satisfactory evidence of such.Accompany each a. Split face. SECTION 05400-COLD-FORMED METAL FRAMING 1) Z Z N (� A Each Contractor shall submit shop drawings whenever equipment proposed varies in physical size and arrangement of equipment mixer truck with a delivery ticket noting type of concrete and materials.Note placement location of each load on these tickets and b. Slump stone. H W }.. space;where tight spaces require extreme coordination between ductwork piping,and other equipment;where called for file all tickets on the job site. c. Fluted. PART 1• GENERAL W CO elsewhere in these specifications;and where specifically requested by the Owner. Shop drawings shall be made at no additional B. Concrete:Proportion to design strengths indicated on drawings. B. Special Shapes:Provide where required for corners,jambs,control joints,headers,bonding and other special conditions. 1.01 section includes tr et charge. A Exterior load-bearing wall framing. 0(11011) N B. All required shop drawings,except as hereinafter specified shall be prepared at a scale of not less than 114 inch equals one foot by 03010.26 CONCRETE MIXES: 04200.23 MORTAR AND GROUT MATERIALS: B. Interior load-bearing wall framing. N the Contractor. He shall submit prints as hereinbefore described under"submittal data". A Ready-Mix Concrete:Comply with requirements of ASTM C 94,and as herein specified. A. Portland Cement:ASTM C150,Type f,except Type III may be used for cold weather construction.Provide natural color, C. Exterior non-load-bearing curtain-wall framing. C. Shop drawings shall be prepared on the following items: 1. Addition of water to the batch with insufficient slump is not permitted. B. Mortar Aggregate:ASTM C 144,except for joints less than 1/4"use aggregate graded with 100%passing the No.16 sieve. D. Ceiling joist framing 1. For installation of roof top units and duct systems where units furnished differ in physical size and arrangement from those 2. When air temperature is between 85 degrees F(30 degrees C)and 90 degrees F(32 degrees C)reduce mixing and delivery C. Hydrated Lime:ASTM C207,Type S. 1.02 Related Sections scheduled and shown. time from 1-1/2 hours to 75 minutes,and when air temperature is above 90 degrees F(32 degrees C),reduce mixing and D. Grout Course Aggregate:ASTM C404. A. Section 05500"Metal Fabrications" 2. In other locations,as directed by the Owner. delivery time to 60 minutes. E. Water Clean,free of deleterious materials which would impair strength or bond. B. Section 06100"Rough Carpentry" 3. Complete fire sprinkler system drawings,including indication of proper coordination with ceiling pattern.Drawings shall be C. Section 07260"Water and Air Retarder" approved by required government and insurance authorities before submittal. 03010.3 EXECUTION: 04200.24 MASONRY ACCESSORIES: D. Section 07290 Sill Sealer Gasket" = 4. Each Contractor shall submit shop drawings as herein listed.These drawings shall be complete working drawings prepared in 03010.31 FORMS: A. Provide welded wire reinforcing units prefabricated in straight lengths of not less than 10',with matching corner and tee units. E. Section 07920"Sealants and Caulking" = = shall i neat reproduciblef urn and ha i n is w rk f 11 trades the areas involved. nit otherwise r II a a o s date the o o a e a s o ed Unless t erw se dr ected,the shall be � � � _ � � � _ ceiling-suspension ._. -.4_'` _ _ _ y A Arrange and assemble form work which is readily removable without damage to cast-in-place concrete surfaces and adjacent Fabricate from cold drawn steel wire complying with ASTM A82,with deformed continuous side rods and plain cross rods,and a F Section 09260 Gypsum Board Systems for interior non load bearing metal stud framing and assemblies - prepared by the Heating,Ventilating and Air Conditioning Contractor who shall be responsible for the coordination with other materials. unit width of 1-1/2"to 2"less than thickness of wall of partitions. gypsum sheathing. trades. B. Construct forms to sizes,shapes,lines and dimensions shown,and to obtain accurate alignment,location,grades,levels and 1. Truss type fabricated with single pair of 9 GA side rods and 9 GA.continuous diagonal cross rods spaced not more than 16" 1.03 SUBMITTALS . _ plumb work.Support brace and maintain form work to support vertical and lateral loads until such loads can be supported by O.C. A. Product Data: For each type of cold-formed metal framing product and accessory indicated. _ - - 12. Electrical Work: concrete. a. Dur-O-Wall Standard. B. Mill certificates signed by steel sheet producer indicating steel sheet complies with requirements. - = - A. Submittal Data: " C. Use factory-fabricated,adjustable-length,removable or snap-off metal form ties. b. National Wire Products Corporation Standard. C. Welding Certificates: Copies of certificates for welding procedures and personnel. .-- 1. The submittal data shall be handled as hereinbefore specified in the General Conditions section of these specifications as D. Provide openings in concrete form work to accommodate work of other trades. B. Reinforcing Bars:Deformed steel,ASTM A 615,Grade 60 of the sizes shown. D. Qualification Data: For firms and persons specified in"Quality Assurance"Article to demonstrate their capabilities and experience. - _ - 11 _ specified for"Shop Drawings". C. Building Paper.ASTM D226 No.15 asphalt saturated felt or ASTM D227 No.15 coal-tar-saturated felt include lists of completed projects with project names and addresses,names and addresses of architects and owners,and other - 2. Before submittal of all data,the Contractor shall check each requirement of the plans and specifications and shall clearly mark 03010.32 PLACING REINFORCEMENT: D. Cleaning Solution:Non-acidic,not harmful to masonry work or adjacent materials. information specified. - each submittal with his signature to indicate that they are in full compliance. Any submittals received without the Contractor's A. Accurately position,support and secure reinforcement against displacement byform work,construction,or concrete placement E. Research/Evaluation Reports: Evidence of cold-formed metal framing's compliance with building code in effect for Project,from a = signature may be returned without being checked. operations. PP P 04200.25 MORTAR AND GROUT MIXES: model code organization acceptable to authorities having jurisdiction. _ 3. it shall be the Contractors responsibility to point out all deviations between the plans and specifications and the materials submitted. 1. All bars shall be continuous in longest length possible with minimum 36 bar diameter taps. A. Do not tower the freezing point of mortar or grout by use of admixtures or antifreeze agents. 1.04 QUALITY ASSURANCE _ _ 2. Bent corner reinforcing shall be provided to lap and match horizontal reinforcement. 1. Do not use calcium chloride in mortar or grout. A Installer Qualifications: An experienced installer who has completed cold-formed metal framing similar in material,design,and 4. Each set of data from any one manufacturer shall be bound in an individual folder properly indexed and marked to indicate job, 3. Minimum coverage for any reinforcing steel shall be 2".Verify actual minimum wflocai codes. B. Mortar for Unit Masonry:Comply with ASTM C270,Proportion Specification,except limit materials to those specified herein,and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service Contractor,Architect,Engineer,supplier and purpose for which data enclosed is being offered.Data submitted shall show 4. Welding for fabrication and installation and is not permitted. limit cement/lime ration by volume as follows: performance. DO NOT SCALE DRAWINGS proposed equipment only and shall not be catalogues showing manufacturers complete line,Each sheet shall indicate the B. install welded wire fabric in as long lengths ths as practicable.Lap adjoining pieces at least two full mesh and lace splices with wire. 1. Type S:Over 1/4 up to 112 part lime per part of Portland cement. B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is name of manufacturer of the equipment being submitted.Sufficient data shall be included to provide compliance with the C. Grout for Unit Masonry:Comply with ASTM C476;3000 s.i.;strength at 28 days;8-10 inches slump. located and who is experienced in providingengineering services of the kind indicated. Engineering services are defined as those CONTRACTOR TO VERIFY specifications as far as use,capacity,efficiencies,physical size,qualityof materials and all other pertinent specified ry R Y P 9 YP P 9 9 9 9 �' P 03010.33 INSTALLATION OF EMBEDDED ITEMS: performed for installations of cold-formed metal framing that are similar to those indicated for this Project in material,design,and ALL EXISTING CONDITIONS AND particulars.Data shall include manufacturers name for each item of equipment submitted. A Set and build into work anchorage devices and other embedded items required for other work that is attached to,or supported by, 04200.3 EXECUTION: extent. DIMENSIONS-NOTIFY ARCHITECT 5. Submittal data(manufacturers catalog data)shall include,but shall not be limited to,the following: . cast-in-place concrete. 04200.31 INSTALLATION GENERAL: C. Mill certificates signed by steel sheet producer indicating steel sheet complies with requirements,including uncoated steel a Wiring devices. A. Thickness:Build single-Wythe walls to the actual thickness of the masonry units,using units of nominal thickness shown or thickness,yield strength,tensile strength,total elongation,chemical requirements,and galvanized-coating thickness. OF ANY DISCREPANCIES PRIOR b. 600V and below: switchboards,panel boards,safety switches,fuses,wire ways. 03010.34 PREPARATION OF FORM SURFACES: specified. D. Welding: Qualify procedures and personnel according to AWS D1.1,"Structural Welding Code-Steel,"and AWS D1.3,"Structural TO BEGINNING CONSTRUCTION rn Light fixtures. A Coat contact surfaces of forms with a form-coatingcompound before reinforcement isplaced. B. Cut masonryunits with motor-driven saw designed to cut masonrywith clean sharp,unchipped edges.Cut units as required to WeldingCode-Sheet Steel." po provide pattern shown and to fit adjoining work neatly.Use full units without cutting wherever possible. E. Fire-Test-Response Characteristics: Where metal framing is part of a fire-resistance-rated assembly,provide framing identical to 01300.17 CONSTRUCTION CLEANUP CHECK-LIST: NO REVISION 03010.35 FORM CLEANING: C. Do not wet concrete masonry units. that of assemblies tested for fire resistance per ASTM E 119 by a testing and inspecting agency acceptable to authorities having A Upon completion of work of this Section,remove related debris from the premises. D. Frozen Materials and Work Do not use frozen materials or materials mixed or coated with ice or frost Do not build on frozen work. jurisdiction. A. Clean forms to remove foreign matter within forms, B. During cold weather,remove ice and snow from within forms.Do not use de-icing salts.Do not use water to clean out forms, Remove and replace masonry work damaged by frost or freezing. 1. Fire-Resistance Ratings: Indicated by GA File Numbers in GA-600,"Fire Resistance Design Manual,"or by design 01300.2 PRODUCTS: E. Pattern bond:L mason in running bon Not used. unless foram work and concrete construction proceed within heated enclosure.Use compressed air or other means to remove Lay masonry g d with vertical joint in each course centered on units in courses above and below.Bond designations from UL's Fire Resistance Directoryor from the listings of another testing and inspecting agency. foreign matter, and interlock each course at corners,unless otherwise shown. F. AISI Specifications: Comply with AIS1's"Specification for the Design of Cold-Formed Steel Structural Members"for calculating 01300.3 EXECUTION: F. Lay-up walls plumb and true and with courses level,accurately spaced and coordinated with other work. structural characteristics of cold-formed metal framing. 03010.36 CONCRETE PLACEMENT: G. Stopping and Resuming Work:Rack back 1/2-masonry unit length in each course;do not tooth.Clean exposed surfaces of set 1.05 DELIVERY,STORAGE,AND HANDLING Not used. mason and remove loose masonryunits and mortar prior A. Comply with American Concrete Institute 304,and herein specified, masonry, p' r to laying fresh masonry. A. Protect cold farmed metal framing from corrosion,deformation,and other damage during delivery,storage,and handling. B. Install vapor barrier under interior slabs on grade.Lap joints minimum 6-inches and seal watertight. H. As the work progresses,build-in items specified under this and other sections of these specifications fill in solidly with masonry B. Store cold-formed metal framing,protect with a waterproof covering,and ventilate to avoid condensation. END OF SECTION C. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened around built-in items. 'sufficiently to cause the formation of seams or planes of weakness. PART 2- PRODUCTS SECTION 01520 SECURITY D. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand spading,rodding or tamping(except for 04200.32 MORTAR BEDDING AND JOINTING: 2.01 MATERIALS slabs). A. Mix mortar ingredients for a minimum of five minutes in a mechanical batch mixer.Use water clean and free of deleterious A. Steel Sheet ASTM A 653/A 653M,structural steel,zinc coated,of grade and coating as follows: 01520.1 GENERAL: E. Deposit and consolidate concrete slabs in a continuous operation. materials which would impair the work.Do not use mortar which has begun to set,or if more than 2-1/2 hours has elapsed since 1. Grade: As required for structural performance. 01520.11 WATCHMAN SERVICE: F. Bring slab surfaces to correct level with straightedge and strike off.Use bull floats or derbies to smooth surface,free of humps or initial mixing.Re-temper mortar during 2-1/2 hour period as required to restore workability. 2. Coating: 060. - A Contractor may employ and pay for watchmen,or a watchmen's service,as he deems necessary to protect his own interests,and hollows. B. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells;also bed webs in mortar in 2.02 WALL FRAMING he shall be responsible for and pay for losses or damages to the Owners materials or other property as a result of theft, G. Maintain mesh reinforcingin approximately the middle of slab during concrete placement operations, starting course on footings and foundation walls and in all course of piers,columns and pilasters,and where adjacent to cells or A Steel Studs: Manufacturers standard C-shaped steel studs,of web depths indicated,punched,with stiffened flanges,complying pp y g p p ISSUE mysterious disappearances or intrusions by strangers. H. Protect concrete work from physical damage or reduced strength which could be caused by frost,freezing actions,or low cavities to be reinforced or to be filled with concrete or grout. with ASTM C 955,and as follows: - temperatures. C. Joints:Maintain 318"joints and cut flush. 1. Minimum Uncoated-Steel Thickness: 0.0428 inch unless otherwise indicated on the drawings. 01520.12 TEMPORARY CONTROLS: I. Do not use calcium chloride,salt and other materials containing antifreeze agents or chemical accelerators. 2. Flange Width: 1-5/8 inches unless otherwise indicated on the drawings. A Provide barriers to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from J. When hot weather conditions exist that would seriously impair quality and strength of concrete,place concrete in compliance with 04200.33 HORIZONTAL AND VERTICAL JOINT REINFORCING: B. Steel Track: Manufacturer's standard U-shaped steel track,of web depths indicated,unpunched,with straight flanges,complying damage from construction operations and demolition. American Concrete Institute 305R. A. Provide continuous horizontal joint reinforcing as shown and specified.Fully embed longitudinal side rods in mortar for their entire with ASTM C 955,and as follows: K When cold weather conditions exist that would seriously impair quality and strength of concrete,place concrete in compliance with length with a minimum cover of 5/8"on exterior side of walls and 112"at other locations.Lap reinforcement a minimum of 6"at 1. Minimum Uncoated-Steel Thickness: Matching steel studs. 01520.2 PRODUCTS: American Concrete Institute 306R. ends of units.Do not bridge control and expansion joints with reinforcing,as otherwise indicated.Provide continuity at corners and 2. Flange Width: 1-1/4 inches. Not used. wall intersections by use of prefabricated"L"and"1'sections.Cut and bend units as directed by manufacturer for continuity at 2.03 NON-LOAD-BEARING CURTAIN-WALL FRAMING 03010.37 FINISH OF FORMED SURFACES: returns, offsets,and other special conditions. A. Single Deflection Track: Manufacturers single,deep-leg,U-shaped steel track;unpunched,with unstiffened flanges,of web depth 01520.3 EXECUTION: A. Concrete surfaces exposed-to-view in the finish work shall not have texture imparted by form facing material used.Repair and B. For single-Wythe walls space reinforcing at 37 O.G.vertically. to contain studs while allowing free vertical movement,with flanges designed to support horizontal and lateral loads,and as Not used. patch tie holes and defective areas and chip off fins and other projections exceeding 1/4"in height follows:. 04200.34 CONTROL JOINTS: 1. Minimum Uncoated-Steel Thickness: 0.0538 inch. END OF SECTION 03010.38 MONOLITHIC SLAB FINISHES: A. Provide vertical control joints at maximum 20-feet O.C. 2. Flange Width: 2 inches. A Apply float finish to monolithic slab surfaces.After screeding,consolidating,and leveling concrete slabs,do not work surface until B. Vertical Deflection Clips: Manufacturer's standard clips,capable of accommodating upward and downward vertical displacement SECTION 01530 PROJECT IDENTIFICATION AND SIGNS ready for floating.Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit 04200.35 PARGING:(Below-grade walls only): of primary structure. operation of power driven floats.Check and level surface plane to a tolerance not exceeding 1/4"in 10'when tested with a 10' A. Dampen masonry walls prior to parging. 2.04 CEILING JOIST FRAMING r.. 01530.1 GENERAL: straightedge. B. Scarify each parging coat to ensure full bond to subsequent coat. A. Steel Ceiling Joists: Manufacturers standard C-shaped steel sections,of web depths indicated,unpunched,with stiffened flanges, LO B. Provide 1/2"pitch in 4'-0"diameter of all floor drains. C. Parge masonry walls in two uniform coats of mortar to a total thickness of 3/4-inch. complying with ASTM C 955,and as follows: o D. Steel trowel surface smooth and flat with a maximum surface variation of 1/8-inch per foot. 1. Minimum Uncoated-Steel Thickness: 0.0428 inch unless otherwise indicated on the drawings. 01530.12 CONTRACTOR SIGNS AND ADVERTISING: F- A Contractor and principal subcontractors may have company signs on field office,at Contractors expense,if so desired. No other 03010.39 CONCRETE SLAB CURING AND PROTECTION; E. Strike top edge of parging at 45 degrees. 2. Flange Width: 2 inches unless otherwise indicated on the drawings. free-standing signs or advertising of any kind other than"warning"signs and notices,required by law,will be permitted on the site A Protect freshly placed concrete from premature drying and excessive cold or hot temperatures, CC or about the premises. B. Provide moisture curing by one of the following methods for a period of 7 days. 04200.36 POINTING AND CLEANING: 2.05 FRAMING ACCESSORIES W B. If a permit is required,the Contractor is responsible for obtaining the permit. 1. Cover concrete surface with specified absorptive cover,thoroughly saturating cover with water and keeping continuously wet. A. Pointing:During the tooling of joints,enlarge any voids or holes,and completely fill with mortar.Point-up all joints at comers, A Fabricate steel-framing accessories of the same material and finish used for framing members,with a minimum yield strength of tit. C.G.C.to install corporate posters at store front and banners per owner direction. 2. Cover concrete surfaces with moisture-retaining cover for curing concrete,placed in widest practicable width. openings and adjacent work to provide a neat,uniform appearance. 33,000 psi of manufacturers standard thickness and configuration unless otherwise indicated. CL 3. Curing compounds in accordance with ASTM C-309 may be used as directed by the Owner. B. Cleaning:Remove excess mortar smears as work progresses.Replace defective mortar.Match adjacent work.Clean exposed 2.06 ANCHORS,CLIPS,AND FASTENERS 0 01530.2 PRODUCTS: soiled surfaces with cleaning solution.Use non-metallic tools in cleaning operations. A. Steel Shapes and Clips: ASTM A 36/A 36M,zinc coated by hot-dip process according to ASTM A 123. u- Not used. 03010.310 REMOVAL OF FORMS: B. Anchor Bolts: ASTM F 1554,Grade 36,threaded carbon-steel bolts and carbon-steel nuts;and fiat,hardened-steel washers;zinc W A Form work may not be removed in less than 5 days or until concrete has attained sufficient strength to carry loads. END OF SECTION coated by hot-dip process according to ASTM A 153/A 153M,Class C. u) C. Expansion Anchors: Fabricated from corrosion-resistant materials,with capability to sustain,without failure,a load equal to 5 to 01530.3 EXECUTION: - used. 03010.311 CONCRETE SURFACE REPAIRS: times design load,as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. NotD. Power-Actuated Anchors: Fastener system of type suitable for application indicated,fabricated from corrosion-resistant materials, A. Cut out honeycomb,rock pockets,voids over 1/4"in any dimension,and holes left by tie rods and bolts,down to solid concrete, PROJECT NUMBER END OF SECTION but in no case,to a depth of less than 1".Make edges of cuts perpendicular to the concrete surface.Thoroughly clean,dampen with capability to sustain,without failure,a load equal to 10 times design load,as determined by testing per ASTM E 1190 with water and brush-coat the area to be patched with specified bonding agent.Place patching mortar after bonding compound has conducted by a qualified independent testing agency. dried. E. Mechanical Fasteners: Corrosion-resistant-coated,self-drilling,self-threading steel drill screws. C160534 B. Excessive honeycomb or embedded debris in concrete is unacceptable. 1. Head Type: Low profile head beneath sheathing,manufacturers standard elsewhere. F. Welding Electrodes: Comply with AWS standards. END OF SECTION 2.07 MISCELLANEOUS MATERIALS A Galvanizing Repair Paint ASTM A 780. SHEET NUMBER B. Cement Grout: Portland cement,ASTM C 150,Type I;and clean,natural sand,ASTM C 404. Mix at ratio of 1 part cement to 2-1/2 parts sand,by volume,with minimum water required for placement and hydration. C. Thermal Insulation: ASTM C 665,Type I,unfaced mineral-fiber blankets produced by combining glass or slag fibers with thermosetting resins. G004 DATE OF THIS PRINTING•5/16/201710:09:37 AM EXECUTION SECTION 05500 MISCELLANEOUS STEEL SECTION 06200 FINISH CARPENTRY SECTION 07211 BATT AND BLANKET INSULATION C. Outdoor Storage: L 1. Tarp and shield insulation from moisture and ultraviolet rays. 3.01 EXAMINATION 05500.1 GENERAL: 06200.1 GENERAL: 07211,1 GENERAL: 2. Elevate insulation above substrate 4-inches minimum. A. Examine supporting substrates and abutting structural framing for compliance with requirements for installation tolerances and 05500.11 RELATED DOCUMENTS: 06200.11 RELATED DOCUMENTS: 07211.11 SECTION INCLUDES: 3. Secure insulation to resist high winds. _ _ other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. A. Drawings,Specifications,Division 1 and Contract. A Drawings,Specifications,Division 1 and Contract. A. Thermal insulation for exterior walls. 4. Do not use insulation that has been determined"wet"or that has been wet and has dried. 3.02 PREPARATION 5. Distribute insulation stored on roof deck to prevent concentrated loads that would impose excessive stress or strain on deck or Architecture/Development A. Before sprayed fire-resistive materials are applied,attach continuous angles,supplementary framing,or tracks to structural 05500.12 DESCRIPTION OF WORK: 06200.12 DESCRIPTION OF WORK: 07211.12 REFERENCE STANDARDS: structural members. members indicated to receive sprayed fire-resistive materials. Provide miscellaneous metal fabrication as needed to complete work as indicated,specified or required. A. Finish carpentry includes carpentry work which is exposed to view,and is non-structural.Types of finish carpentry work in this A. Federal Specifications(FS) 6. Remove manufacturer plastic shrink-wrapping from materials. B.After applying sprayed fire-resistive materials,remove only as much of these materials as needed to complete installation of cold- section include: B. American Society for Testing Materials(ASTM) 07220.32 INSPECTION: 14901 Quorum Drive formed framing without reducing thickness of fire-resistive materials below that are required to obtain fire-resistance rating 05500.2 PRODUCTS: 1. Exterior trim. A. Verify deck is supported and secured,clean and smooth,free of depressions,waves or projections and properly sloped. Verify Suite 300 indicated. Protect remaining fire-resistive materials from damage. 05500.21 MATERIALS: 2. Plastic laminated cabinets,countertops and backsplashes. 07211.13 SUBMITTALS: deck surfaces are dry and free of snow or ice. Confirm dry deck by moisture meter with 12 percent moisture maximum. Beginning Dallas,Texas 75254 C.Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track webs on supporting concrete or masonry A. Steel Sections:ASTM A36. 3. Wood shelving. A. Product Data: Submit product literature,samples and installation instructions for specified insulation. of installation means installer accepts existing substrate. construction. B. Bolts:ASTM A307 4. Pre-finished paneling. B. Manufacturer's approved roofing contractor shall inspect and approve deck and substrates. Ph: (972)239-8884 D.Sill Sealer Gasket RE: Section 07290"Sill Sealer Gasket'. C. Steel Plates,to be Bent or Cold-Formed:ASTM A283 grade C. 07211.2 PRODUCTS: C. Roofing contractor shall examine roof deck and related substrates and verify that there are no conditions that would prevent roof Fax: (972)239-5054 3.03 INSTALLATION,GENERAL D, Steel Bars and Bar Sized Shapes:ASTM A306 Grade 65 or ASTM A36 06200.13 QUALITY ASSURANCE: 07211.21 MANUFACTURER: system manufacturer's approved application of roof system. These conditions include,but are not limited to,the following: A. Cold-formed metal framing may be shop or field fabricated for installation,or it may be field assembled. E. Steel for Galvanized Products: A. Perform work in accordance with AWI Premium Quality Standards. A. The drawings were prepared and this specification written on the basis of using the products and the specifications of Johns 1. Inadequate anchorage of decking or substrates to structure. B. Install cold-formed metal framing according to ASTM C 1007,unless more stringent requirements are indicated. 1. Steel Fasteners:ASTM 307,Grade A or B for bolts;ASTM A563 Grade A36. Manville,Building Insulation Division,Plano,Texas. it is not the intent to limit competitive bidding. Products with equal 2. Accumulations of moisture. C. install shop-or field-fabricated,cold-formed framing and securely anchor to supporting structure. 2. Sheet Steel:ASTM A526,with ASTM A525 G90 coating,for pre-coated sheet:ASTM A569 or A570 for sheet used in 06200.14 PRODUCT DELIVERY,STORAGE AND HANDLING: characteristics by other manufacturers will be considered under the conditions of these specifications. 3. Tears,holes,cracks or punctures. -1416) 4. Ridges,uneven conditions or gaps.1. Bolt or weld wall panels at horizontal and vertical junctures to produce flush,even,true-to-line joints with maximum variation in fabrications. A. Protect finish carpentry materials during transit,delivery,storage,and handling. 9 9 P - plane and true position between fabricated panels not exceeding 1/16 inch. 3. Steel for Pipe and Tubing:ASTM A53,A121 or A595 Grade A or B. 07211.22 OTHER MATERIALS: 5. Rust or other forms of deterioration, *'. Alit- D. Install cold-formed metal framing and accessories plumb,square,and true to line,and with connections securely fastened, F. Exposed Anchors and Fasteners:Same material,color and finish as the metal to which applied,except use only stainless steel at 06200.15 JOB CONDITIONS: A. Provide materials,not specifically described but required for a complete and proper installation of the work in this section: 6. Presence of foreign materials. according to manufacturers written recommendations and requirements in this Section. aluminum materials cadmium plated at interior pre-painted steel products. A Do not install interior finish carpentry materials until the building is weather tight and wet work has been completed in installation 1. Mechanical fasteners as recommended by insulation manufacturer. D. Start of work constitutes acceptance of substrate and site conditions. 1. Cut framing members by sawing or shearing;do not torch cut. 1. Exterior Exposure or Exposure in Damp Location:Galvanized or stainless steel. areas. 2. Fasten cold-formed metal framing members by welding or screw fastening,as standard with fabricator. Wire tying of framing 2. Type,size and Spacing:Unless otherwise indicated,provide fasteners of type,grade and class required for intended use and B. Perform installation of all finish carpentry materials to coordinate with application of finishes without undo exposure. 07211.23 EXTERIOR WALL INSULATION: 07220.33 ENVIRONMENTAL CONDITIONS: 4, - et- • members is not permitted. sized and space as required for loads and substrate. A. "Thermal-Shield"kraft-faced ASTM C-665,Type II,Class C,6 inch thick(R-19)for 2x6 walls and 3-1/2 inches thick(R-13)for 2x4 A. Do not apply materials during inclement weather or to damp or frozen deck surface. ( * +f `S a. Comply with AWS D1.3 requirements and procedures for welding,appearance and quality of welds,and methods used in G. Grout:Premized high-strength grout,non-shrink type,Masterflow 713 manufactured by Mater Builders,Inc.or equal 06200.2 PRODUCTS: walls,fiberglass with stapling flanges,Perm Rating of 1.0;HH-1-521 F. R-Value designations in accordance with ASTM C518. +'„l 1 - C_ZJ correcting welding work. H. Primer for Interior Members:Sinclair No.15 Red Oxide Primer or equal. 06200.22 MATERIALS: 07220.34 PREPARATION: b. Locate mechanical fasteners and install according to Shop Drawings,with screw penetrating joined members by not less I. Galvanizing for Exterior Members:Hot-dip galvanizing ASTM A123,for plates,bars and shapes and ASTM A153 for hardware, A Nominal sizes are indicated,except as shown bydetailed dimensions.Provide dressed or worked and dressed lumber. 07211.3 EXECUTION: A. Do not install insulation until defects in roof deck and substrates are corrected in order to meet roof system manufacturer's than three exposed screw threads. P s s. a tl e ed17 2 P bolts,nuts,etc. B. Provide kiln-dried lumber having moisture content not greater than values required by the applicable grading rules. 07211.31 GENERAL: requirements and to ensure that deck conditions will not restrict roof drainage. �,�a E. Install framing members in one-piece lengths,unless splice connections are indicated for track or tension members. C. Exterior Trim:"C Select"(IWP-Choice)SS Douglas Fir or Southern Pine. A. Insulate in framing spaces,including areas behind electrical outlets,around structural obstructions,jambs,sills,etc. Provide B. Verify flatness and tight joints of wood decking. Fill knotholes with latex filler. F. Install temporary bracing and supports to secure framing and support loads comparable in intensity to those for which structure 05500.22 FABRICATION AND INSTALLATION: D. Interior Trim:Paint Grade complete insulation envelope for entire building whether specifically shown or not. C. Broom sweep and clean areas to receive new insulation. was designed. Maintain braces and supports in place,undisturbed,until entire integrated supporting structure has been completed Conform to current"Code of Standard Practice"of the American institute of Steel Construction.Welding shall conform to 01.0 E. Shelving Material: and permanent connections to framing are secured, "Code for Welding in Building Construction"of the American Welding Society,and to requirements of ASTM. 1. A-A interior grade Douglas Fir plywood with solid wood edge band(exposed edges). 07211.32 DELIVERY AND STORAGE: 07220.35 PROTECTION OF ADJACENT SURFACES: G. Install insulation in built-up exterior framing members,such as headers,sills,boxed joists,and multiple studs at openings,that are 2. "Clear"S4S Douglas Fir or Southern Pine. A. Deliver in original unopened packages and store in enclosed shelter;protect from damage and exposure to elements. Comply with A. Protect adjacent building surfaces against damage from insulation work inaccessible on completion of framing work END OF SECTION F. Plastic Laminate Cabinets,Countertops and Backsplashes: manufacturer's recommendations for handling,storage and protection during installation. Remove damaged or deteriorated CI H. Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's standard punched openings. 1. interior grade plywood or 45#particle board of minimum 3/4"thickness. materials from premises. 07220.36 APPLICATION: 1::t I. Erection Tolerances: Install cold-formed metal framing level,plumb,and true to line to a maximum allowable tolerance variation of 2. .039"thick,General Purpose Type(high-pressure) laminate with Glossometer ratinglengthwise of 6+-2. B. Label packages to include material name,production date andproduct code. A. Flat Roof Insulation: 1/8 inch in 10 feet and as follows: DIVISION 6 WOOD AND PLASTICS �o YP plastic 9 P 9O 3. Fabricate countertops and backsplashes as single units. 1. Install all wood Hailers in conjunction with the application of the roof insulation. Do not commence installation of roof insulation W 1. Space individual framing members no more than plus or minus 1/8 inch from plan location, Cumulative error shall not G. Provide nails,screws and other anchoring devices of the proper type,size,material and finish for application indicated to provide 07211.33 INSTALLATION: until all wood nailers have been installed for that area of work. Horizontal nailers shall be secured 24"on center,vertical I- exceed exceed minimum fastening requirements of sheathing or other finishing materials. SECTION 06100 ROUGH CARPENTRY secure attachment,concealed where possible, A. Exterior Walls: Install between framingmembers,Kraft-facingplaced inward and recessed from face of framing,flanges nailers 12"on center. CC ~ Z r'� P g g stapled to � CL 3.04 LOAD-BEARING WALL INSTALLATION H. Provide cabinet hardware as indicated on drawings. sides of framing members at each end of blanket and along length of flanges. Staple flanges 6 inches o.c.maximum;9/16 inch 2. Verify properly installed deck Mechanically fasten one layer of EnergyGuardTM polyisocyanurate insulation to deck: IMO U N A Install continuous top and bottom tracks sized to match studs. Align tracks accurately and securely anchor at comers and ends, 06100.1 GENERAL: P q Y P 9 P 9 P 9 a. Fasten insulation with disc/plates at corners. = Z U staples. If required b focal code,staple flanges on vapor barrier side to faces of framing members;flat,without laps,bulges or p and at spacings as follows: 06100.11 RELATED DOCUMENTS: 06200.3 EXECUTION: folds. b. All fasteners shall be a minimum of three(3)inches at all comers or maximum of six(6)inches. Q 1. Anchor Spacing: As shown on Shop Drawings. A. Drawings,Specifications,Division 1 and Contract. 06200.31 INSTALLATION: 3. Over a properly installed insulation base layers,mechanically fasten second layer of EnergyGuardTM polyisocyanurateUZ a co W Q B. Squarely seat studs against webs of top and bottom tracks. Fasten both flanges of studs to top and bottom tracks. Space studsinsulation,with first layer of Ultrabase,base sheet,as specified in Section 07525,Modified Bitumen Roofing,to deck. el 1.. J A. Discard units of material which are unsound,warped,bowed,twisted,or too small to fabricate work. 07211.34 PROTECTION: as follows: 06100.12 DESCRIPTION OF WORK: B. Install the work plumb,level,true and straight with no distortion.Shim as required using concealed shims.Install to a tolerance of A. Protect insulation from damage and from becoming wet before,during and after installation. a. Fasten insulation with disc/plates at corners. aij E- }• 0 M Cr 1. Stud Spacing: 16 inches unless otherwise indicated. A. Rough carpentry includes carpentry work not specified as part of other sections and which is generally not exposed,except as b. All fasteners shall be a minimum of three(3)inches at all corners or maximum of six(6)inches. Z Q = 0 OG 118"in 8'-4'for plumb and level countertops. {� C. Set studs plumb,except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar otherwise indicated.Types of work in this section include rough carpentry for. c. Stagger end and side joints to avoid lap alignment with underlying joints. Q C. Scribe and cut work to fit adjoining work,and refinish cut surfaces or repair damaged finish at cuts. 07211,35 CLEAN-UP: Z 0 configurations. 1. Wood framing/Glued Laminated Beams. D. Install trim with minimum number of joints possible,using full-length pieces.Stagger joints in adjacent and related members.Coe A. Upon completion of work of this section remove related debris from remises. 4. install insulation with longitudinal joints continuous and end joints staggered. W Z 9vertically wall-framingcontinuity interruptedby framing. aligned,continuously grounds, g sleepers. 1 P 9 9 P 99 I 1 P P P p D. Align studs where is floor Where studs cannot be 2. Wood Hailers,blocking and at returns,miter at corners and use scarfjoints for end-to-end joints. 5. Mechanically fasten E. Anchor finish carpentry work to blocking with countersunk,concealed fasteners and blind nailing as required for a complete END OF 2nd insulation layer to roof deck in strict accordance with manufacturer's and FM 190 criteria; as a ii- W >- U) 1- reinforce track to transfer loads. 3. Wood Furring. SECTION minimum one fastener per 2 square feet(0.2 square meters),pattern and density(4)rows 18"O.C.staggered. Increase the CC E. Align floor and roof framing over studs. Where framing cannot be aligned,continuously reinforce track to transfer loads. 4. Sheathing. installation.Use fine finishing nails for exposed nailings,countersunk and filled flush with finished surface. number of fasteners per board by 50 percent within a minimum 4-foot(1.2m)wide strip at the perimeter and 100 percent within O iv F. Anchor studs abutting structural columns or walls,including masonry walls,to supporting structure as indicated. 5. Building Wrap F. Install pre-finished paneling in accordance with manufacturer's instructions using the manufacturer's adhesive,clips and suggested an 8 foot by 8-foot(2.4m by 2.4m)area in the corners. (11110) N G. Install headers over wall openings wider than stud spacing. Locate headers above openings as indicated. Fabricate headers of l6. Fully engage and seat fasteners.Do not over tighten or strip threads. Bent,deformed,or unseated fasteners or plates are ge- _ nailing.Install division,corner and edge moldings as supplied by paneling manufacturer for color and design of paneling. SECTION 07220 ROOF AND DECK INSULATION compound shapes indicated or required to transfer load to supporting studs,complete with clip-angle connectors,web stiffeners,or 06100.13 REFERENCES: G. Anchor countertops securely to base units and other support systems using concealed screws.Seal joint between backsplashes unacceptable. gusset plates. A. Comply with Product Standard 20 for lumber. and vertical/horizontal surfaces with continuous silicone rubber sealant. 7. Fasteners must penetrate deck 1/2-inch(13mm),minimum.Do not overdrive fasteners. Remove and replace overdriven, 1. Frame wall openings with not less than a double stud at each of frame as indicated on ShopDrawings. 07220.1 GENERAL: jamb 9 B. Comply with Product Standard 1 for plywood or with applicable APA Performance Standard for type of panel indicated. stripped or eafasteners. - 2. Install runner tracks and studs above and below wall openings. Anchor tracks to studs with dipangles or07220.11 SECTION INCLUDES: jackjamb 9by C. Comply with Product Standard 56 for glued laminated timber. 06200.32 ADJUSTMENT,CLEANING,FINISHING AND PROTECTION: 8. Properly seat mechanical fasteners and keep heads flush with plates. Cupped plates or unseated screw heads are not welding,and space jack studs same as full-height wall studs. A. Roof and Deck Insulation acceptable. A. Repair or replace damaged and defective finish carpentry work whenever possible to eliminate defects functionally and visually. B. Bitumen adhesion of base layer insulation,secondaryinsulation,tapered insulation and crickets. H. Install supplementary framing,blocking,and bracing in stud framing indicated to support fixtures,equipment,services,casework, 06100.14 PRODUCT HANDLING: Y P 9. Do not rupture or deform surface of the insulation by mechanical fastening. PP ry 9 9 9 9 PPoB. Clean finish carpentry work on exposed and semi-exposed surfaces.Touch-up shop-applied finishes to restore damaged or solid C. Mechanical attachment of base layer insulation. heavytrim,furnishings,and similar work requiring attachment to framing. Y 10. No more roof insulation shall be applied in one da than can be covered with a completed roofing system on the same day. = '' 9 eq 9 9 Keep materials dry at all times.Protect against exposure to weather and contact with damp or wet surfaces. areas. PP y p 9 Y Y 1. If a of supplementary support is not indicated,corn 1 with stud manufacturer's written recommendations and indust D. Loose laid insulation layer. 11. Anyinsulation that becomes wet,for anyreason,shall be removed from the project Perlite cants shall be installed at all " - type PP ry PP P Y industry E. Coordination with roofingwork P 1 standards in each case,considering weight or load resulting from item supported, 06100.15 JOB CONDITIONS: END OF SECTION intersections of the roof at vertical surfaces. The intersection between cants and the roof insulation shall be taped. Cants I. Install horizontal bridging in stud system,spaced the dimension indicated on Shop Drawings apart. Fasten at each stud Fit carpentry work to other work;scribe and cope as required for accurate fit.Correlate location of furring,Hailers,blocking,grounds F. Guarantee shall be nailed 12"on center into the wood. _ as intersection. and similar supports to allow proper attachment of other work. 12. Workmen shall physically check each board of roof insulation to ensure that proper attachment has been achieved. J. install miscellaneous framingand connections,including supplementary framing,web stiffeners,clip angles,continuous angles, 07220.12 RELATED SECTIONS: 13. Insulation shall be installed in strict accordance with the manufacturer's printed instructions. 9 PP ry 9 P 9 9 anchors,and fasteners,to provide a complete and stable wall-framingsystem. SECTION 07200 INSULATION A Section 07525"Modified Bitumen Roofing(Hot-Mop Applied)" 14, Successive Layers of Insulation(Tapered Insulation):P Y 06100.2 PRODUCTS: Y ( Pe ) 3.05 NON-LOAD-BEARING CURTAIN-WALL INSTALLATIONB. Section 07550"Modified Bitumen Roofing(Torch Applied)" a. Begin installation of tapered insulation system after the installation of flat stock insulation. 06100.21 MATERIALS: 9 P Y 21 zffi A. Install continuous tracks sized to match studs. Align tracks accuratelyand securelyanchor to supporting structure as indicated. 07200.1 GENERAL: C. Section 07600"Sheet Metal and Roof Accessories" b. Install taperedpanels with the cut-side down. - . F PP 9 A. Nominal sizes are indicated,except as,shown by detail dimensions. D. Section 07920"Sealants and Caulking" � B. Fasten both flanges of studs to top and bottom track,unless otherwise indicated. Space studs as follows: 1. Provide dressed lumber,S4S,unless otherwise indicated. 07200.11 RELATED DOCUMENTS: 9 c. Firmly set insulation boards in a full mopping of hot asphalt at equiviscous temperature(EVT)applied at minimum of 33 1. Stud Spacing: As indicated. 2. Provide seasoned lumber with 19%maximum moisture content at time of dressing. A Drawings,Specifications Division 1 and Contract pounds joints(25kg)per 100 square feet than(9.29m2). 114-inch 07220.13 REFERENCES: C. Set studs plumb,except as needed for diagonal bracing or required for nonplumb walls or warped surfaces and similar B. Framing{2 X 4,6&8 Interior):Construction grade Douglas Fir,Western Hemlock or Southern Pine. d. Butt tightly allowing no more 114-inch(6mm)wide gaps between. requirements. Framing(4" 6" ) 9A. American Society for Testing and Materials{ASTM). e. Fullyadhere insulation units across entire bottom surface. C. Structural & Nominal Thickness):No.1 Douglas Fir or No.1 K.D.Southern Yellow Pine with minimum ib=1500 07200.12 DESCRIPTION OF WORK: D. Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical loads while providing lateral support. B Standards: f. Do not use warped or bent insulation units. p.s-i- A Extent of insulation work is shown on drawings,be generic names or by abbreviations.Applications of insulation specified include 1. Install single dee le deflection tracks and anchor to buildingstructure. 1. Factory Mutual Approval Guide. Field cut and fit units atpenetrations andperimeter edge cants. 9 deep-leg D. Rafters,Ledgers,and Exterior 2 x 6 Walls:No.2 Grade Douglas Fir or No.2 Dense K.D.Southern Pine with minimum lb=1250 the following: g. 9 2. Connect vertical deflection clips to studs and anchor to primary building structure. 2. Underwriters Laboratories: Building Materials Directory. h. Field cut tapered insulation boards to create crickets at u slo a side of curbs,alongwalls,between drains,and to form p.s.i. 1. Foundation wall rigid insulation. Pe P P E. Install horizontal bridging in curtain-wall studs,spaced in rows indicated on Shop Drawings but not more than 54 inches apart E. Plywood Panels:APA performance-rated panels complying with requirements indicated for rade designation,span rating, 2. Blanket/batt building insulation. 3. National Roofing Contractors Association(NRCA): The NRCA Roofing and Waterproofing Manual,Fifth Edition,1997. sumps at drains. DO NOT SCALE DRAWINGS Fasten at each stud intersection. P pry 9 9 9 P 9 9 exposure durability classification.Identify each panel with appropriate APA trademark. 3. Roof rigid insulation. CONTRACTOR TO VERIFY 1. Top Bridging for Single Deflection Track: Install row of horizontal bridging within 12 inches of single deflection track. Install a 1. Wall Sheathing: 07220.14 QUALITY ASSURANCE: 07220.37 CLEANING: combination of flat,taut,steel sheet straps of width and thickness indicated and stud or stud-track solid blockingof width and 9 A Conform to applicable codes for roof assembly fire hazard requirements,except where more restrictive requirements are shown on A In areas where finished surfaces are soiled all source of soiling caused b work of this Section,consult manufacturer of ALL EXISTING CONDITIONS AND P a. Exposure Durability Classification:Exterior. 07200.13 ENVIRONMENTAL REQUIREMENTS: by Y 9 Y thickness matchingstuds. Fasten flat straps to stud flanges and secure solid blockingto stud webs or flanges. the drawings and/or required by these specifications. surfaces for cleaningadvice and conform to their documented instructions. Repair or replace defaced or disfigured finishes DIMENSIONS-NOTIFY ARCHITECT P 9 9 b. Span Rating:24/0(16/0 for curved members). A. Do not install rigid insulation adhesives when temperature or weather conditions are detrimental to successful installation. P P 9 a. Install solid blockingat centers indicated. B. Regulatory Requirements: caused b work of this Section, 2, Roof Sheathing: Y OF ANY DISCREPANCIES PRIOR 1. Classified by Underwriters Laboratories inc.as Class A rated material. B. Remove debris and material wrappers from roof to dumpster daily. Leave insulation clean,dry and ready to receive new roofing. F. Install miscellaneous framing and connections,including stud kickers,web stiffeners,clip angles,continuous angles,anchors, a. Exposure Durability Classification:Exterior 07200.14 PRODUCT HANDLING: 2. Follow local,state,and federal regulations,safetystandards,and codes. When conflict exists,the more restrictive document TO BEGINNING CONSTRUCTION fasteners,and stud girts,to provide a complete and stable curtain-wall-framing system. b. Span Rating:32/16 Do not allow insulation materials to become wet,soiled,or covered with ice or snow.Comply with manufacturer's recommendations for 9 3.06 JOIST INSTALLATION F. Termite Shield at all Exterior Walls:20 gauge sheet metal with a hot-dipzinc coatingand mechanicallybroke to configuration handlin ,storage andprotection duringinstallation. shall govern. 07220.38 CLEAN-UP: A. Install perimeterjoist track sized to matchjoists. Align securelyanchor or fasten track to supporting structure at corners,ends, 9 99 9 C. Installation: A. Upon completion of work of this Section remove related debris frompremises. 9 PP 9indicated. NO REVISION and spacings indicated on Shop Drawings. G. Fasteners and Anchors:Size,type material and finish as indicated.Provide metal hangers and framing anchors of the size and 7200.15 THERMAL INSULATION VALUES: 21. ConsiderInstall eroof accordance manufacturer'sa manufacturer's technical current published application procedures and andgeusee)requirements r NRCA B. Install joists bearing on supporting frame,level,straight,and plumb;adjust to final position,brace,and reinforce. Fasten joists to type recommended bythe manufacturer.Provide hot-dipzinc coated fasteners in contact with stucco,used with floorplates,and A R=11 for interior walls;R=19 for exterior walls;R=28 for continuous roof insulation above deck,or R=38 for insulation below deck 2. psystem specifications part of this Specification as reference for specific END OF SECTION both flanges of track. � application procedures. 9joistexposed-to-weather location. (as alternate bid)as shown on drawings. 0. Product Data: Submit product literature,samples and installation instructions for specified insulation. 1. Install joists over supporting frame with a minimum end bearing of 1-1/2 inches. H. In high humidity areas similar to Florida and Hawaii,hot-dip galvanize all metal hangers,anchors,and fasteners. SECTION 07600 SHEET METAL AND ROOF ACCESSORIES 2. Reinforce ends and bearing points of joists with web stiffeners,end clips,joist hangers,steel clip angles,or steel-stud sections I. Building Wrap:Tyvek"Stucco Wrap"by DuPont Company,Wilmington,Delaware. 07200.2 PRODUCTS: as indicated on Shop Drawings. J. Glued Laminated Beams:Construct of anysoftwood lumber meetingor exceedingFb=2400 s.i.,Fv=165p.s.i.,(tension face)- 07224.15 SUBMITTALS: C. Space joists not more than 2 inches from abutting walls,and as follows: P• - 07200.21 MATERIALS: A. Product Data: 07600.1 GENERAL: P 1 9 650 p.s.i.,(compression face=650 p.s.i.and E=1,600,000 p.s.i.(U.B.C.24 F-V4).Use waterproof adhesive and end sealer. A. Rigid insulation:Extruded polystyrene plastic board insulation with integral high density skin;minimum 30 p.s.i.compressive 07600.11 RELATED DOCUMENTS: 1. Joist Spacing: As indicated. Provide units manufactured byAITC-licensed firm;industrialgrade AITC 110 with a camber of 1600-R. 0.1% Certification:Manufacturer's product data sheets far each component required,including insulation boards,fasteners,plates and bitumen. D. Frame openings with built-upjoist headers consistingof and #rack,nestingjoists,or another combination of connected strength;k-value of 0.20; maximum water absorption;manufacturer's standard lengths and widths. A Drawings,Specifications Division 1 and Contract. B. joistjoist06100.3 EXECUTION: 1. "Styrofoam SM"by Dow Chemical U.S.A. 1. Roofing system manufacturer's written acceptance of proposed insulation board,fasteners,bitumen and procedures for joists if indicated. 06100,31 INSTALLATION: 2. U.C.Industries"Foamular 400". 07600.12 DESCRIPTION OF WORK: E. Install joist reinforcement at interior supports with single,short length of joist section located directly over interior support,with installation to receive required ratings and warranties. A. General: B. Mineral/Glass Fiber Blanket/Batt Insulation:Inorganic fibers formed into flexible resilient blankets;density as indicated,but 1.0 C. Shop Drawings: A. The extent of roof accessories and sheet metal work is indicated on the drawings and by provisions of this section with the lapped joists of equal length to joist reinforcement,oras indicated on Shop Drawings. 1. Set carpentry work accurately to required levels and lines,with members plumb and true and accurately cut and fitted. pound minimum;k-value of 0.27;manufacturer's standard lengths and widths as required to coordinate with spaces to be Layout of roof Ian showing i i r and h it following work specified herein but not limited to this list: 1. Install web stiffeners to transfer axial loads of walls above. 1 Lay t oo p s owl g curbed units,penetrations,crickets,saddles,drains,scuppe a each direction of slope. 2. Securely attach carpentry work to substrate by anchoring and fastening as shown.Countersink nail heads on exposed insulated;Type III,reflective aluminum foil facing with integral nailing flanges,at exterior wall and roof insulation flame spread 1. Flashing and counter flashing. F. Install bridging at each end of joists and at intervals indicated on Shop Drawings. Fasten bridging at each joist intersection as carpentry work and fill holes.Use common wire nails,except as otherwise indicated.Select fasteners of size that will not rating of 25. 2. Wall cap. indicated. 07220.16 COORDINATION OF WORK: penetrate members where opposite side will be exposed to view or will receive finish materials. A. Roof and deck insulation work in conjunction with roofingshall be installed bythe roofingcontractor ora subcontractor 3. Exhaust fan curbs, G. Secure joists to load-bearing interior walls to prevent lateral movement of bottom flange. B. Stud Framing: 07200.3 EXECUTION: ! by 4. Fascia cap. H. Instali miscellaneous joist framing and connections,including web stiffeners,closure pieces,clip angles,continuous angles,hold- 1. Provide stud framingas shown.Provide single bottomplate and double toplates 2"nominal thickness each bywidth of employed by him. Roofing contractoris responsible for coordinating insulation work with roofing work and other contractors. ISSUE down angles,anchors,and fasteners,to provide a complete and stable�oist-framing assembly. 9 P 07200.31 INSPECTION: 5. Vent flashing. 9 P P 3 9 Y studs.Nail or anchor plates to supporting construction. Installer must examine substrate and condition under which insulation work is to be performed and must notify contractor of 07220.11 GUARANTEE: 6. Gas line. 3.07 FIELD QUALITY CONTROL 2. Construct corners and intersections with 3 studs.Provide miscellaneous blocking and framing as shown and as required for unsatisfactoryconditions. 7. Condensate line. A. Testing: Contractor will engage a qualified independent testing agency to perform field quality-control testing. support of facing materials,fixtures,specialty items and trim. A. Insulation shall be included in the system warranty provided by the roofing manufacturer. 8. Roof drains. B. Field and shop welds will be subject to inspection and testing. a. Provide continuous horizontal blocking row at mid-height of walls,using 2"nominal thick members of same width as wall 07200.32 INSTALLATION: 07220.18 SEQUENCING AND SCHEDULING: 9. HVAC curbs. C. Testing agency will report test results promptly and in writing to Contractor and Owner. or partitions. A General: D. Remove and replace Work that does not comply with specified requirements. b. Wood curbs,blockingand Hailers located above the roof sheathing. A. Plan roof layout with respect to roof deck slope to prevent rainwater drainage into completed roofing. 9 1. Comply with manufacturer's instructions for particular conditions of installation in each case. B. Do not install more insulation than can be made watertight in same day. 07600.13 JOB CONDITIONS: E. Additional testing and inspecting,at Contractor's expense,will be performed to determine compliance of corrected Work with 3. Frame openings with headers,beams,columns or posts of multiple members of size and quantity as noted on drawings.Set 2. Extend insulation full thickness as shown over entire area to be insulated.Cut and fit tightly around obstructions,and fill voids 9 y Coordinate work with interfacing and adjoining work for proper sequencing of each installation. specified requirements. headers and beams on edge and support as noted by not less than width of studs.Extend stud full height of wall at each end with insulation. 07220.19 PROJECT CONDITIONS: 3.08 REPAIRS AND PROTECTION of header and beam. 3. Applya single layer of insulation of required thickness,unless otherwise shown, 07600.2 PRODUCTS: A Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and installed cold-formed metal framing with a. Headers and posts to be nailed units of wood members.Use nails of sufficient length topenetrate all members.Nail from 9 y q A. Environmental Recommendations: 9 B. Rigid Insulation: 1. Apply roofing and insulation in dry weather. 07600.21 SHEET METAL MATERIALS: galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. both sides with two rows of nails on each side and space nails 12"o.c.staggered over lengths. 1. Set units in accordance with manufacturer's instructions. A Zinc-Coated Steel:Commercial qualitywith 0.20%copper,hot-dipgalvanized;0.0359"thick(20 gauge)except as otherwise B. Touchup Painting: Wire brush,clean,and paint scarred areas,welds,and rust spots on fabricated and installed prime-painted, C. Joist Framing: 2. not proceed with roof construction during inclement weather or when precipitation is predicted with 30 percent or more pp t g ) p 9 C. General Building Insulation: possibility. indicated.Provide equivalent gauge copper or stainless steel 304 Grade or higher in high humidity areas similar to Florida and cold-formed metal framing. Paint framing surfaces with same type of shop paint used on adjacent surfaces. 1. Provide taming of sizes and acro shown.Install with crown edge u and support ends of each member with joist hangers 4 9 spacing 3" 9 P PPo 1 9 1. Apply insulation units to substrate complying with manufacturer's recommendations to provide permanent placement and Hawaii. C. Provide final protection and maintain conditions,in a manner acceptable to manufacturer,that ensure cold-formed metal framingis4. Co not apply insulation oder weds moist deck or in facer contions. P of 1112"of bearing on wood or metal and/or on masonry where applicable.Do not notch in middle third ofjoists;limit support. "badB. Mastic Sealant:Polyisobutylene;Non hardeniN ,non-skinniH ,nondrying,non mi migrating sealant. r""' without damage or deterioration at time of Substantial Completion. pp° 4. Consider days when wind speeds are 30 mph greater as weather"days. 9 99 9 t-- 9 P notches joists or locate closer than 2"from top or bottom. 2. Set vapor barrier to warm side of construction.Do not obstruct ventilation spaces,except for fire-stopping. C. Roof Hatch:Bilco Type"S"or roved equivalent;size as indicated on drawings. D. installation of Plywood: B. Maintain on site equipment and material necessary to apply emergency temporary seals in event of sudden precipitation. Costs YP PP q 9 h END OF SECTION yw 3. Provide continuous support of insulation with netting as indicated to maintain position between trusses at top chord elevation. for emergency roofing shall be paid by Contractor. D. Provide sheet metal clips,straps,anchoring devices and similar accessory units as required for installation of work,matching or 1. Install roof sheathing with face grain across supports using panels continuous over 2 or more spans with end joints between compatible with material being installed. o panels staggered and located over center of supports as noted on shear wall schedule.Provide edge blocking as noted.Use END OF SECTION 07220.2 PRODUCTS: nails as noted on shear wall schedule. 07600.22 FABRICATED UNITS: i- 2. Install wall sheathing vertically with long edges parallel to and centered over studs.Provide solid wood blocking wherever end 07220.21 MANUFACTURER: A. The drawings were prepared and this specification written on the basis of using EnergyGuardTM Polyisocyanurate foam board A. Shop fabricate work to greatest extent possible.Comply with details shown,and with applicable requirements of Sheet Metal and CC joints do not bear against framing sills or plates.Stagger horizontal joints.Nail to each support around perimeter at edge,end insulation,no substitutions. Air Conditioning Contractors National Association"Architectural Sheet Metal Manual".Fabricate for waterproof and weather- LL j supports,and at intermediate supports as noted on shear wall schedule.Use nails as noted on shear wall schedule. resistant performance;with expansion provisions for running work.Form work to fit substrates.Form exposed sheet metal work a. 3. Allow 118"open space between edges and ends of adjacent panels for all sheathing. 07220.22 MATERIALS: without excessive oil-canning,buckling and tool marks,true to line and levels as indicated,with exposed edges folded back to form ce E. Glued Laminated Beams: A Insulation: hems. 0 1. Install in compliance with AITC 108"Standard for Heavy Timber Construction". B. Fabricate non-moving seams in sheet metal with flat-lock seams.Tin edges to be seamed,form seams and solder. IL. 2. Do not cut beams in the field except for fastener drillingand other minor cutting.No holes are to be cut thru units in field. 1. Two layers of 2.3 inch thick EnergyGuardTM roof insulation,glass fiber reinforced polyisocyanurate foam roof insulation(R-28) P 9C. Non-Expansion Type Joints:Provide for proper installation of corrosive iveric sealant W and one layer of 1 inch Perlite insulation board(R-2.6),by GAF I U.S.Intec,Inc.,Wayne,NJ.Provide tapered insulation, F. Building Wrap: D. Provide for separation of metal from non compatible metal or corrosive substrates by coating concealed surfaces to location of 1. Apply Tyvek"Stucco Wrap"over sheathing using Tyvek"Flexwrap"around windows and doors.Install per manufacturers crickets and saddles to form counter slopes indicated on Drawings. contact,with bituminous coating or other permanent separation. specifications. B. Base,Fasteners,Felts,Joint Tape,and Fasteners: As recommended by roofing manufacturer. E. Wall Cap:Snap in place system with concealed clips ata maximum of 24"O.C. - G. Miscellaneous Installation: 07220.3 EXECUTION: 1. Provide a minimum 12"long joint plate at all splices. 1. Install telephone and electrical panel boards with plywood sheathing material where required.Oversize the panel by 12-inches 2. Corners and Ends:Shop fabricated having a minimum leg. PROJECT NUMBER on all sides. 07220.31 DELIVERY AND STORAGE: F. Back paint concealed metal surfaces with protective backing paint to a minimum dry film thickness of 15 mils. A. Deliver products in manufacturer's original containers,dry,undamaged,with seals and labels intact. Store products in weather . END OF SECTION protected environment,dear of ground and moisture. 07600.3 EXECUTION: 160534. B. Store materials in accordance with manufacturer's recommendations. 07600.31 INSTALLATION REQUIREMENTS: A Comply with manufacturer's installation instruction and recommendations,and with Sheet Metal and Air Condition Contractors National Association"Architectural Sheet Metal Manual".Anchor units of work securely in place,providing for thermal expansion of SHEET NUMBER metal units;conceal fasteners where possible,and set units true to line and level.Install work with laps,joints and seams which will be permanently watertight and weatherproof. B. Set cap flashings in a thick bead of mastic sealant at all splice plates. C. Install roof hatch in accordance with manufacturer's instructions. (i:)()5 07600.32 CLEANING AND PROTECTION: A. Clean exposed metal surfaces,removing substances which might cause corrosion of metal or deterioration of finishes. END OF SECTION DATE OF THIS PRINTING 5/16/2017 10:09:42AM - SECTION 07841-THROUGH-PENETRATION FIRESTOP SYSTEMS SECTION 07900 JOINT SEALERS B. Interior Sealant: Compound used throughout job;either. 2. Reinforce doors and frames to receive surface-applied hardware,Drilling and tapping for surface-applied finish hardware may 2.05 FABRICATION - 1. "BC-158"one-part butyl rubber sealant;FS TT-S-001657,Type 1. be performed at project site. A. Storefront Framing: Fabricate and assemble in shop to greatest extent possible. Cut carefully and accurately. Use compression *-- - A PART 1• GENERAL 07900.1 GENERAL: 2. "AC-20"one-part acrylic latex caulk;ASTM C834-76. 3. Locate finish hardware in accordance with"Recommended Locations for Builder's Hardware",published by Door and joints between vertical and horizontal mullions,with gasket of non-hardening butyl compound. Place standard water dam,in •4F I - 1.1 RELATED DOCUMENTS 07900.11 RELATED DOCUMENTS: C. Interior Mildew-Resistant Silicone Sealant: (Restrooms,Kitchen,and Food Service Areas)One part mildew-resistant silicone Hardware Institute and local codes. accord with manufacturer's recommendation,between vertical and horizontal members and seal with liquid butyl compound;make A. Drawings and general provisions of the Contract including General and Supplementary Conditions and Division 1 Specification A. Drawings,Specifications,Division 1,and Contract. sealant formulated with fungicide,intended for sealing joints with substrates subject to in-service exposure to conditions of high C. Shop Painting: weatherproof. Provide vision and spandrel areas with drainage to outdoors in horizontal member. Sizes of components and Sections,apply to this Section. humidity and temperature extremes. 1. Clean,treat and paint exposed surfaces of steel door and frame units,including galvanized surfaces. necessary field connections and fastenings required for installation;permit easy assembly by means of standard construction Architecture/Development 1.2 SUMMARY 07900.12 DESCRIPTION OF WORK: 1. "SCS 1702 Sanitary"manufactured by General Electric Co. equipment and tools without use of special apparatus or appliances. A This Section includes through-penetration firestop systems for penetrations through fire-resistance-rated constructions,including A. The applications for joint sealers include the following: 2. "863"manufactured by Pecora Corp. 08100.23 STANDARD STEEL DOORS: B. Doors: Fabricate doors with tight,hairline joints where rails are fitted against stiles,and fasten by means of tensioned steel tie rods both empty openings and openings containing penetrating items. 1. Expansion joints. D. Fire-resistant Joint Sealant:(if required by building codes or authorities): One part fire-stopping sealant system formulated for use A. Provide metal doors equal to Ceco Regent for full flush type design with 16 gauge skins and stiffened with one-piece resin in top and bottom rails. Provide adjusting mechanism in top rail to provide for minor clearance adjustments.Glass stops;snap-in 14901 Quorum Drive 1.3 PERFORMANCE REQUIREMENTS 2. Caulkingcompounds. in through-penetration sealing of openings,cables,conduit,pipes,and penetrations through walls and floors. impregnated full honeycomb core.Provide flush top and bottom channels.In snow locations,fill door with thermal insulation type with bulbtype glazingstrips. Weatherstripping; Provide pile weatherstripon one stile at meetingstiles of Suite 300 Po pile. adjustable A. General: For penetrations through fire-resistance-rated constructions,including both empty openings and openings containing 1. "3M Fire Barrier Caulk CP-25"by Electrical Products Division,3M Company. equivalent to R19. pairs of doors. Dallas,Texas 75254 penetrating items,provide through-penetration firestop systems that are produced and installed to resist spread of fire according to 07900.13 JOB CONDITIONS: 2, "Dow Corning Fire-Stop"by Dow Corning Corporation. PART 3- EXECUTION requirements indicated,resist passage of smoke and other gases,and maintain original fire-resistance rating of construction Do not proceed with installation of liquid sealants under unfavorable weather conditions,as recommended by manufacturer for E. Kitchen Exhaust Hoods to Stainless Steel Wall Panels: 08100.24 STANDARD STEEL FRAMES: 3.01 DELIVERY AND STORAGE Ph: (972)239-8884 penetrated. installation. 1. 3M"Fire Barrier"2000 A. Provide 16 gauge metal frames for doors and other openings,of sizes shown on drawings with concealed fastenings,unless A Deliver,store and handle components in manner to avoid damage. Store materials inside.*Replace damaged materials,including Fax:(972)239-5054 B. Rated Systems: Provide through-penetration firestop systems with the following ratings determined per ASTM E 814: F. Primer. Non-staining type,recommended by sealant manufacturer,to suit application. otherwise marred finishes,with new materials at no additional cost to Owner. 1. F-Rated Systems: Provide through-penetration firestop systems with F-ratings indicated,but not less than that equaling or 07900.2 PRODUCTS: G. Joint Cleaner. Non-corrosive and non-staining;recommended by sealant manufacturer;compatible with joint forming materials. 1. Fabricate frames with mitered corners,welded construction for exterior applications and interior applications.Ship welded 3.02 INSPECTION exceeding fire-resistance rating of constructions penetrated. 07900.21 MATERIALS: H. Joint Backing: frames to site with removable steel spreader at bottom.Do not remove spreader until completion of wall construction. A Verify wall openings and adjoining air and vapor seal materials are ready to receive work of this Section. Beginning of installation Q�� 2. T-Rated Systems: For the following conditions,provide through-penetration firestop systems with T-ratings indicated,as well A. Provide colors indicated or,if not otherwise indicated,as selected by Owner's Representative from manufacturer's standard colors. 1. Closed cell non-gassing polyethylene foam rod,over-sized 30 to 50 percent for joint size,compatible with sealant,sized and B. Provide two(2)silencers on strike jambs of single-swing frames. means acceptance of existing conditions. 1"'D `ti f<cee ssi as F-ratings,where systems protect penetrating items exposed to potential contact with adjacent materials in occupiable floor Select materials for compatibility with joint surfaces as recommended by manufacturer for each application indicated. shaped to provide proper compression upon insertion in accordance with manufacturer's recommendations. 3.03 PREPARATION �./ - l '''.,/,‘ areas: B. Silicone Rubber Sealant:Silicone rubber-based,one-part elastomeric sealant,recommended by manufacturer for exterior joints. 2. Acceptable Products: 08100.3 EXECUTION: A. Where aluminum surfaces contact steel,other incompatible metals or cementitious materials,protect aluminum by one of the ( F.A a. Penetrations located outside wall cavities. C. Expansion Joints:Provide one of the following: a "Sonolastic Soft Backer Rod"by Sonnebom 08100.31 INSPECTION: following methods: b. Penetrations located outside fire-resistance-rated shaft enclosures. 1. Resilient and non-extrudingremolded cork units. b. "SofRod"by Namaco Examine substrate and conditions where steel doors and frames are installed and notifyarchitect of anyconditions detrimental to 1. Paint incompatible metal or cementitious materials with coatingof heavybodied bituminouspaint. tyPeP P •`-n C. For through-penetration firestop systems exposed to view,traffic,moisture,and physical damage,provide products that, 2. Resilient and non-extrudinga remolded bituminous impregnated fiber board units. I, Bond Breaker Pressure sensitive tape recommended by sealant manufacturer to suit application. o er and time) completion of work. 2. Paint incompatible metal with rime coat of zinc chromate rimer followed b two coats of aluminum metal paint or other • , tyP PPrP Y P P P P Y after curing,do not deteriorate when exposed to these conditions both during and after construction. D. Sealant Backer Rods:Compressible rod stock of flexible,manufacturer for compatibility with sealant. J. Masking Tape: FS UU-T-106. . suitable protective coating;exclude those containing lead pigmentation. f 1. For piping penetrations for plumbing and wet pipe sprinkler systems,provide moisture resistant through penetration firestop 08100.32 INSTALLATION: 3. Nonabsorptive gaskets. t,�j,H` ' n'ti" systems. 07900.3 EXECUTION: 07920.23 COLORS: A. Install standard steel doors,frames,and accessories in accordance with manufacturer's data,and as herein specified. 4. Caulking between aluminum and incompatible metals. IC., sV 2. For penetrations involving insulated piping,provide through-penetration firestop systems not requiring removal of insulation. 07900.31 MANUFACTURER'S INSTRUCTION: A General Contractor to provide Owner with samples for approval. B. Placing Frames: 5. If drainage from incompatible metal passes over aluminum,paint incompatible metal by method No.2 above. co, . a• D. For through-penetration firestop systems exposed to view,provide products with flame-spread and smoke-developed indexes of A. Comply with manufacturer's printed instructions except where more stringent requirements are shown or specified. 1. Comply with provision of"Recommended Erection instructions for Steel Frames",unless otherwise indicated. 3.04 INSTALLATION s 1 -r r{ - less than 25 and 450,respectively,as determined per ASTM E 84. 07920.3 EXECUTION: 2. Place frames prior to construction of enclosing walls and ceilings.Set frames accurately in position,plumbed,aligned,and A. General: Install in accord with manufacturer's instructions true to line,plumb,level,square,and in proper planes with other work. ',. 1.4 SUBMITTALS 07900.32 JOINT PREPARATION: 07920.31 GENERAL: braced securely until permanent anchors are set. Install free from sags,waves,buckles,or other objectionable defects. Securely attach frame assembly to structure to resist A Product Data: For each type of product indicated. llA. Do not use interior sealant for exterior conditions. Gun apply compound with nozzle of proper size to fd width of joint indicated; a. Locate three(3)concealed wall anchors of proper design for wall condition per jamb,one each at hinge and strike levels. stresses. Coordinate attachment and seal of air and vapor barrier materials. Install fleshings. Pack fibrous insulation in shim A. Clean joint surfaces immediately before installation of sealant or caulking compound.Where required on masonry construction, force sealant intojoint with sufficientpressure to expel air and fillgroove solidly. g B. Shop Drawings: For each through-penetration firestop system,show each type of construction condition penetrated,relationshipsP Provide angle floor clipfor each with floor fastener to suit floor construction. spaces atperimeter of assemblyto maintain•continui of thermal barrier. etch concrete and masonry joint surfaces as recommended by sealant manufacturer. jamb ty to adjoining construction,and type of penetrating item. Include firestop design designation of qualified testing and inspecting B. Prime or seal joint surfaces where indicated,and where recommended by sealant manufacturer. C. Door Installation: B. Hardware: Fit in accord with manufacturer's instructions using templates provided. Install doors to operate smoothly and quietly agency that evidences compliance with requirements for each condition indicated. 07920.32 DELIVERY,STORAGE AND HANDLING: 1. Fit hollow metal doors accurately in frames,within clearances specified in"Recommended Specifications Standard Steel after adjustment. Adjust door closing devices immediately prior to final inspection. Install thresholds in two full beads of sealant 1, Submit documentation,including illustrations,from a qualified testing and inspecting agency that is applicable to each through- 07900.33 INSTALLATION: A. Deliver materials in original containers with seals unbroken and labels intact Doors and Frames". compound(one along each edge)and fasten with color matching machine screws and expansion shields; one anchor for each 24 penetration firestop system configuration for construction and penetrating items. B. Store materials in a single lockable area of project site. D. Adjust and Clean: inches of threshold length. Adjust operating hardware. O A. Set joint filler units at proper depth or position in joint to coordinate with other work,including installation of backer rods and Q C. Through-Penetration Firestop System Schedule: Indicate locations of each through-penetration firestop system,along with the sealants. C. Protect materials from extreme temperatures and exposure. Store in accordance with manufacturer's recommendations. 1. After erection,sand smooth all rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer. C. Glass and Glazing: Reference Section 08811"Glass". Glass as scheduled on the drawings. O following information: B. Install sealant backer road for liquid elastomeric sealants as recommended by sealant manufacturer for application indicated. 2. Check and readjust operating finish hardware items,leaving steel doors and frames in proper operating condition. 3.05 SEALING W ix 1. Types of penetrating items. C. Employ only proven installation techniques which will ensure that sealants are deposited without gaps or air pockets,with complete 07920.33 INSPECTION: A, As specified in Section 07920"Sealants And Caulking". k-" Z >,• 2. Types of constructions penetrated,including fire-resistance ratings and,where applicable,thicknesses of construction " A Verify that surfaces and intopenings are read to receive work and field measurements areas shown on Drawings and END OF SECTION 3.06 CLEANING M "wetting of joint fill sealant rabbet to a slightly concave surface.Where horizontal joints are between a horizontal surface and J4Y g D W t� penetrated. vertical surface,fill joint to form a slight cove to eliminate trapped moisture. recommended by sealant manufacturer. Beginning of installation means installer accepts existing conditions as appropriate for A Remove protective material from prefinished aluminum surfaces. Wash down exposed surfaces using solution of mild detergent inCa O U Ce +j 3. Through-penetration firestop systems for each location identified by firestop design designation of qualified testing and D. Install sealant to depths recommended by sealant manufacturer, work warm water,applied with soft,clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. Remove excess Z Z LL 0'" inspecting agency. SECTION 08210 WOOD DOORS sealant bymoderate use of mineral spirits or other solvent acceptable to both sealant andto E. Do not allow sealant or compounds to overflow or spill onto adjoining surfaces.Clean adjoining surfaces by whatever means may p p systems manufacturers. Contractor is � � Q � D. Qualification Data: For installer. be necessary to eliminate evidence of spillage. 07920.34 CONDITIONS: responsible for damages resulting from the use of cleaning materials not approved by system manufacturer. UZ O J W O E. Product Certificates: For through-penetration firestop system products,signed by product manufacturer. A Exterior Apply sealants when temperature is between 400 and 100°F. 08210.11 RELATED DOCUMENTS: 3.07 PROTECTION OF COMPLETED WORK lL.. FJ I-- 1.5 -1.5 QUALITY ASSURANCE B. Interior: Do not install solvent curingsealants in enclosed buildingspaces. Maintain temperature and humidityrecommended byA. Drawings,Specifications Division 1,and contract. 0D Ci 07900.34 CURE AND PROTECTION: P P A Protect exposed portions of work from damage. 1-- }- I to �, A Installer Qualifications: A firm that has been approved by FMG according to FMG 4991,"Approval of Firestop Contractors." sealant manufacturer during and after installation. 3.08 CLEAN-UP Z Q A. Cure sealants and caulking compounds in compliance with manufacturer's instructions and recommendations. 08210.12 DESCRIPTION OF WORK: B. Source Limitations: Obtain through-penetration firestop systems,for each kind of penetration and construction condition indicated, A Upon completion of work of this Section,remove related debris from premises. through one source from a single manufacturer. 07920,35 PREPARATION: A. Extent and location of each type of wood door is shown on drawings and in schedules.Provide following: Z ZQ U l.9 END OF SECTION W p C. Fire-Test-Response Characteristics: Provide through-penetration firestop systems that comply with the following requirements and A. Perform in accordance with ASTM C804 for solvent release and C790 for latex base sealants. Remove loose materials and 1. Solid core flush wood doors with Select White Birch stain grade veneer. END OF SECTION F"' W CO - those specified in Part 1"Performance Requirements"Article: foreign matter that might impair adhesion of sealant. Clean and prime joints in accordance with manufacturer's instructions. Verify Ce d, 1. Firestopping tests are performed by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL, SECTION 07920 SEALANTS AND CAULKING that joint backing and release tapes are compatible with sealant. Protect elements surrounding work of this Section from damage 08210.13 QUALITY ASSURANCE: O co or another agency performing testing and follow-up inspection services for firestop systems acceptable to authorities having or disfiguration. A. Submit written agreement on door manufacturer's standard form signed by Manufacturer,Installer,and Contractor agreeing to N jurisdiction. 07920.1 GENERAL: 07920.36 FIELD SAMPLE: repair or replace defective doors which have warped(bow,cup or twist)or which show photographing of construction below in face T- 2. Through-penetration firestop systems are identical to those tested per testing standard referenced in"Part 1 Performance 01920.11 SECTION INCLUDES: A. Construct field sample joints,4 feet long,illustrating sealant type,color,and tooled surface. Locate where directed. Accepted veneers. Requirements"Article. Provide rated systems complying with the following requirements: A. Exterior sealing;waterproofing and visual requirements. sample may remain as part of the Work. 1. Provide warranty in effect fora five(5)year period following date of substantial completion. - a. Through-penetration firestop system products bear classification marking of qualified testing and inspecting agency. B. Interior sealing;painting requirements. b. Through-penetration firestop systems correspond to those indicated by reference to through-penetration firestop system C. Interior mildew-resistant sealant. 07920.37 INSTALLATION: 08210.14 PRODUCT DELIVERY,STORAGE,AND HANDLING: designations listed by the following: D. Fire-resistant joint sealant. A General: Conform to SWI requirements for installation and with manufacturer's instructions. Measure joint dimensions and size A. Protect wood doors during transit,storage and handling to prevent damage,soiling and deterioration. 1) UL in its"Fire Resistance Directory. E. Preparing sealant substrate surfaces. materials to achieve required width/depth ratios. 1.6 DELIVERY,STORAGE,AND HANDLING F. Sealant and backing. B, Joint Backing: Install to achieve depth dimension no greater than 112 joint width. 08210.3 EXECUTION: A Deliver through-penetration firestop system products to Project site in original,unopened containers or packages with intact and C. Bond Breaker Install where joint backing is not used, Three-sided adhesion will not be permitted. 08210.31 INSPECTION: legible manufacturers'labels identifying product and manufacturer,date of manufacture,lot number,shelf life if applicable,qualified 07920.12 INTENT: D. Masking Tape: Place on finish surface on one or both sides of joint to protect adjacent finish surfaces from compound smears. A. Examine door frames and verify that frames are correct type and have been installed as required for proper hanging of = - testing and inspecting agency's classification marking applicable to Project,curing time,and mixing instructions for A. Requirements of this Section control the kinds and quality of sealing work of the Technical Sections of these Specifications unless Remove within 10 minutes after joint has been filled and tooled. corresponding doors and notify architect of conditions detrimental to proper and timely installation of wood doors. = ase - multicomponent materials. specifically directed otherwise in other Sections and/or on the Drawings. E. Priming: I _ _ _ B. Store and handle materials for through-penetration firestop systems to prevent their deterioration or damage due to moisture, B. Provide sealant required to close joints that would allow moisture or air to enter structure between fixed materials as shown on the 1. Prime joint substrates where indicated or where recommended by sealant manufacturer based upon preconstruction sealant 08210.32 INSTALLATION: ereeeeee e temperature changes,contaminants,or other causes. drawings and as herein specified including but not limited to: substrate tests and prior experience. A. Condition doors to average prevailing humidity in installation area prior to hanging,by delivery to site four(4)days prior to --- ---r ___ 1.7 PROJECT CONDITIONS 1. Sealing of interior perimeter joints of window framing,door frames,and other openings in walls. 2. Apply primer to comply with joint sealer manufacturer's recommendations. installation. = _ eeeeerereeree A Environmental Limitations: Do not install through-penetration firestop systems when ambient or substrate temperatures are 2. Setting of thresholds in sealant. 3. Confine primers to area of joint sealant bond. Do not allow spillage or migration onto adjoining surfaces. B. Install wood doors in accordance with manufacturer's instructions and as indicated. outside limits permitted by through-penetration firestop system manufacturers or when substrates are wet due to rain,frost, 3. Sealing of joints between countertops and wall surfaces for a sanitary joint. F. Sealants: C. Align doors to frames for proper fit and uniform clearance at each edge and machine for hardware.Seal cut surfaces after fitting condensation,or other causes. 4. Sealing of joints of every nature and description that would allow moisture or air penetration. 1. Use fresh compounds from previously unopened containers bearing manufacturer's seal. Install sealant from bottom of joint and machining. B. Ventilate through-penetration firestop systems per manufacturer's written instructions by natural means or,where this is 5. Sealing of joints indicated to be caulked or sealed whether specifically mentioned herein or not. upward and outward,using sufficient force to fill joint;free of air pockets,foreign matter,ridges and sags. Draw nozzle of 1. Bevel doors 1/8"in 2"at lock and hinged edges. _ inadequate,forced-air circulation. 6. Sealing around all pipe,duct and vent penetrations. applicator device across joint during installation to leave flush surface. 0. Provide clearances of 1/16"at jambs and heads;and 1/4"from bottom of door to top of decorative floor finish or covering. = _ 1.8 COORDINATION 2. Install sealants by proven techniques that result in sealants directly contacting and fully wetting joint substrates. Undercut by 1"for HVAC where indicated. A Coordinate construction of openings and penetrating items to ensure that through-penetration firestop systems are installed 07920.13 QUALITY ASSURANCE: 3. Provide uniform cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. according to specified requirements. A. Manufacturer: Company specializing in manufacturing products specified in this Section with minimum five(5)years documented 4. Tool joints to required configuration in accordance with manufacturer's recommendations. 08210.33 ADJUST AND CLEAN: B. Coordinate sizing of sleeves,openings,core-drilled holes,or cut openings to accommodate through-penetration firestop systems. experience. 5. Tooling Non-sag Sealants: A. Re-hang or replace doors which do not swing or operate freely,as directed by Owner's Representative. DO NOT SCALE DRAWINGS C. Do not cover up through-penetration firestop system installations that will become concealed behind other construction until each B. Applicator. Company specializing in applying work of this Section with minimum three years documented experience. a. Immediately after sealant application and prior to time skinning or curing begins,tool sealants to form smooth,uniform CONTRACTOR TO VERIFY installation has been examined by building inspector,if required by authorities having jurisdiction. C. Product Labels: Include manufacturer's name,type of sealant,and color on labels of containers. beads of configuration required. END OF SECTION ALL EXISTING CONDITIONS AND PART 2- PRODUCTS D. Single Source Responsibility for Joint Sealer Materials: b. Eliminate air pockets and ensure contact and adhesion of sealant with sides of joint. 2.1 MANUFACTURERS 1. Obtain joint sealer materials from single manufacturer for each different product required. c. Remove excess sealant from surfaces adjacent to joint. DIMENSIONS-NOTIFY ARCHITECT A Available Products: Subject to compliance with requirements,through-penetration firestop systems that may be incorporated into 2. Provide primers,joint sealers,joint fillers,and other related materials that are compatible with one another and with joint d. Do not use tooling agents that discolor sealants,adjacent surfaces or that are not approved by manufacturer. SECTION 08410-ALUMINUM ENTRANCES AND STOREFRONTS OF ANY DISCREPANCIES PRIOR the Work include,but are not limited to,those systems indicated on Drawings. substrates under conditions of service and application,as demonstrated by testing and field experience as supplied and TO BEGINNING CONSTRUCTION 2.2 FiRESTOPPING,GENERAL warranted by one manufacturer. 07920.38 FINISHING: PART 1- GENERAL A. Compatibility: Provide through-penetration firestop systems that are compatible with one another,with the substrates forming 3. Provide joint sealers that have been produced and installed to establish and maintain watertight and airtight continuous seals. A. Tool joints slightly concave unless shown otherwise on the Drawings, When tooling white or light color sealant,use dry or water 1.01 SECTION INCLUDES openings;and with the items,if any,penetrating through-penetration firestop systems,under conditions of service and application, E. Field Sample: Upon directions of Owner,prepare 12-inch samples in presence of Owner demonstrating cleaning process and wet tool. A. Framing system NO I REVISION as demonstrated by through-penetration firestop system manufacturer based on testing and field experience. application of sealant. B. Doors and hardware 1. Accessories: Provide components for each through-penetration firestop system that are needed to install fill materials and to F. Use test methods standard with manufacturer to determine if priming and other specific joint preparation techniques are required to 07920.39 CLEANING AND REPAIRING: C. Anchors,brackets and attachments comply with Part 1"Performance Requirements"Article. Use only components specified by through-penetration firestop system obtain rapid,optimum adhesion of joint sealers to joint substrates under environmental conditions that will exist during actual A Remove masking tapes and clean adjacent soiled surfaces. Repair or replace defaced or disfigured finishes caused by work of D. Protection and cleaning manufacturer and approved by qualified testing and inspecting agency for firestop systems indicated. installation. this Section. G. Exterior Sealants: Installer shallperform field adhesion inpeel testingusinghand pull method. Perform a minimum of one test on1.02 RELATED Sections 2.3 MIXING P B. Remove excess sealant from adjacent surfaces immediately after contact with xylene or toluene. A. Section 07920"Sealants and Caulking" A. For those products requiring mixing before application,complywith through-penetration firestop system manufacturer's written every type of substrate and joint condition. B. Section 08710"Finish Hardware" instructions for accurate proportioning of materials,water(if required),type of mixing equipment,selection of mixer speeds,mixing 1. Test Method: Test joint sealers by hand pull method described below: 07920.391 PROTECTION: C. Section 08800"Glazing" containers,mixing time,and other items or procedures needed to produce products of uniform quality with optimum performance a. Install joint sealants in 4 feet joint lengths using same materials and methods for joint preparation and joint sealant A Protect joint sealants during and after curing period from contact with contaminating substances or from damage resulting from D. Section 08811"Glass" characteristics for application indicated. installation required for complete work. Allow sealants to cure fully before testing. construction operations or other causes so that they are without deterioration or damage at time of Final Completion. 1,43 ENGINEERING DESIGN PART 3- EXECUTION b. Make knife cuts as follows: A horizontal cut from one side of joint to the other followed by two vertical cuts approximately 3.1 EXAMINATION 2 inches long at side of joint and meeting horizontal cut at top of 2-inch cuts. Place a mark 1-inch from top of 2-inch piece. 07920.392 CLEAN-UP: A. Structural Properties: 1. Loads: Design and size members to withstand dead loads and live loads caused by pressure and suction of wind as A Examine substrates and conditions,with Installer present,for compliance with requirements for opening configurations,penetrating c. Use fingers to grasp 2 inch piece of sealant just above 1-inch mark pull firmly down at a 90 degree angle ar more while A Upon completion of work of this Section,remove related debris from premises. calculated in accord with applicable codes;measured in accord with ANSI/ASTM E330. items,substrates,and other conditions affecting performance of work. holding a ruler along side of sealant Pull sealant out of joint to the distance recommended by sealant manufacturer for 2. Deflection: Limit mullion deflection to 1/175,or flexure limit of glass with full recovery of glazing materials,whichever is less. 1. Proceed with installation only after unsatisfactory conditions have been corrected. testing adhesive capability,but not less than that equaling specified maximum movement capability in extension;hold this END OF SECTION B. Thermal Movement: System to provide for expansion and contraction within system components caused by a cycling temperature 3.2 PREPARATION position for ten seconds. range of 150 F degrees without causing detrimental effects to system or components. A. Surface Cleaning: Clean out openings immediately before installing through penetration firestop systems to comply with firestop 2. Report whether or not sealant in joint connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. DIVISION 8 DOORS AND WINDOWS C. Water Leakage: Design systems to deny water leakage;when measured in accordance with ASTM E331 with a test pressure Include data on pull distance used to test each type of product and joint substrate. ISSUE system manufacturer's written instructions and with the following requirements: difference of 8 PSF. Drain water entering joints,condensation occurring in glazing channels,or migrating moisture occurring within 3. Evaluation of Field Test Results: Sealants not evidencing adhesive failure from testing,in absence of other indications of non- SECTION 08100 STEEL DOORS AND FRAMES 1. Remove from surfaces of opening substrates and from penetrating items foreign materials that could interfere with adhesion of system,to exterior. compliance with requirements,will be considered satisfactory. Do not use sealants that fail to adhere to joint substrate during through-penetration firestop systems. D. Air Infiltration: Limit air infiltration through assembly to 0.06 cu ft/min/sq ft of assembly surface area,measured at a reference 2. Clean opening substrates and penetrating items to produce clean,sound surfaces capable of developing optimum bond testing. 08100.11 RELATED DOCUMENTS: differential pressure across assembly of.03 inches water gauge;measured in accord with ANSI/ASTM E283. 4. Repair test cut areas immediately after completion of testing work. A Drawings,Specifications Division 1 and Contract. E. Movement System to accommodate,without damage to system or components,or deterioration of perimeter seal: Movement with through penetration firestop systems. Remove loose particles remaining from cleaning operation. g P y g y p 3. Remove laitance and farm release agents from concrete. 5. Notify in advance and conduct adhesion testing in presence of Consultant See drawings for extent of doors and frames furnished by owner and installed by contractor within system;movement between system and perimeter framing components;dynamic loading and release of loads;and 3.3 THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLATION H. Owner reserves the right to perform testing of the installed work in accordance with AMA 501.2-94,"Field Check of Metal Curtain deflection of structural support framing. Walls for Water Leakage." Contractor shall repair all installed work found to be deficient and pay for repairs and additional testing 08100.12 DESCRIPTION OF WORK: A. General: Install through penetration firestop systems to comply with Part 1"Performance Requirements"Article and with firestop1.04 REFERENCE STANDARDS as necessary until satisfactory test results are achieved. Extent of standard steel doors and frames is shown and scheduled on drawings. . system manufacturer's written installation instructions and published drawings for products and applications indicated. A. American Society for Testing Materials(ASTM) B. Install forming/damming/backing materials and other accessories of types required to support fill materials during their application B. American National Standards Institute(ANSI) 07290.14 REFERENCES: 08100.13 QUALITY ASSURANCE: and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings indicated. A. Publications: Sealingand Waterproofing Institute(SWI),"Sealant and CaulkingGuide Specification". C. Federal Specifications(FS) C. Install fill materials for firestop systems by proven techniques to produce the following results: g ( ) Provide doors and frames complying with Steel Door Institute'Recommended Specifications:Standard Steel Doors and Frames". 1.05 SUBMITTALS d d Stanars: 1. Fill voids and cavities formed by openings,forming materials,accessories,and penetrating items as required to achieve fire- B. A General: Submit shop drawings of system proposed. Owner's acceptance is required prior to start of fabrication and/or shipment. 1. American Society for Testing Materials(ASTM) 08100.14 DELIVERY,STORAGE,AND HANDLING: resistance ratings indicated. B. Shop Drawings: Base on details shown on the Drawings. Show system and component dimensions;components within 2. Federal Specifications(FS) A Deliver hollow metal work cartoned or crated toprovideprotection duringtransit andjob storage. r� 2. Apply materials so they contact and adhere to substrates formed by openings and penetrating items. 9 . assembly; framed opening requirements,concealed steel reinforcing and tolerances;anchorage and fasteners;glass and infills;door 3. American National Standards Institute(ANSI) B. Stare doors and frames at site under cover in vertical Place units on wood sills and between each 3. For fill materials that will remain exposed after completing Work,finish to produce smooth,uniform surfaces that are flush building position. providespaceshardware requirements;and affected related work. Include manufacturer's installation instruction. Detail to serve as with adjoining finishes. unit installation drawings. 3.4 IDENTIFICATION 07920.15 SUBMITTALS: A Identify through penetration firestop systems with preprinted metal or plastic labels. Attach labels permanently to surfaces A. Product Data: Submit manufacturer's product data,joint preparation and installation instructions,and color charts for each product 08100.2 PRODUCT: C. Samples: Submit two 12 inch long sections of each member type proposed complete with specified aluminum surface finish and ce required. one full size comer construction mock-up. adjacent to and within 6 inches(150 mm)of edge of the firestop systems so that labels will be visible to anyone seeking to remove 08100.21 MATERIALS: I- B. Submitmanufacturer's certification tification that products meet specified requirements and are appropriate for project applications. penetrating items or firestop systems. Use mechanical fasteners for metal labels. For plastic labels,use self-adhering type withA Provide standard steel doors and frames by one of the following: PART 2•PRODUCTS adhesives capable of permanently bonding labels to surfaces on which labels are placed and,in combination with label material, C. Samples for Initial Selection Purposes: Submit manufacturer's standard bead samples consisting of strips of actual products EU 1. Amweld Building Products Division 2.01 MANUFACTURER showing full range of colors available for each product exposed to view. will result in partial destruction of label if removal is attempted. Include the following information on labels: 2. Ceco Corporation A. The Drawings were prepared and this Specification written on the basis of using the products of Kawneer Company,Inc., W 1. The words"Warning-Through-Penetration Firestop System-Do Not Disturb. Notify Building Management of Any Damage." 07920.16 COORDINATION: r requiringsealing3. SteelCraft Manufacturing Company Norcross, Georgia. It is not the intent to limit competitive bidding. Products of equal characteristics by other manufacturers are l.Ct 1 A. Coordinate work of this Section with all Sections referencing this Section and/or work B. Hot Rolled Steel Sheets and Strip:Commercial qualitycarbon steel,pickled and oiled. 2. Contractor's name,address,and phone number. acceptable under the conditions of these specifications. Q 3. Through-penetration firestop system designation of applicable testing and inspecting agency. C. Cold-Rolled Steel Sheets:Commercial quality carbon steel. 2.02 STOREFRONT FRAMING 07920.17 WARRANTY: D. Galvanized Steel Sheets:Zinc-coated carbon steel sheets of commercial quality. System: ( inch) g glazing ( + ) insulating glass, spline Date of installation. A. Trifab VG 450 4-112 for single lazin and Trifab 451 4/:inch for screwassembled flush LU A. Manufacturer's Warranty: E. Fabricate supports and anchors of not less than 18 gaugegalvanized sheet steel. D 5. Through-penetration firestop system manufacturer's name. PPo g g glazed,extruded aluminum having properties of 6063-T5 alloy. 6. installer's name. 1. Sealant: Provide manufacturePs standard five(5)year material warranty for type of sealant specified utilized in exterior joints F. Inserts,Bolts,and Fasteners:Manufacturer's standard units except hot-dip galvanize i#ems built into exterior wails.Provide hot-dip B. Interior Reinforcing: !f required by Engineering design;rolled steel,l6 gauge or heavier if required. CO and joints in walls and windows. galvanized units at all conditions in high humidityareas similar to Florida and Hawaii. 3.5 FIELD QUALITY CONTROL 9 C. Fasteners: Manufacturer's standard;either aluminum or stainless steel. A Where deficiencies are found,repair or replace through-penetration firestop systems so they comply with requirements. B. Contractor's Warranty: ars from Provide written warranty against leakage and defects in workmanship for a period of two(2)yeG. Shop Applied Primer:Rust inhibitive enamel or paint suitable as a base for specified finish paints. 2.03 DOORS AND HARDWARE B. Proceed with enclosingthrough-penetration s stems with other construction onlyafter inspection reports are issued and date of Final Completion. PROJECT NUMBER firestop Y P p A. Doors: Kawneer"Series as indicated on drawings-Panic Guard",,extruded aluminum having properties of 6063-T5 alloy. 114° firestop installations comply with requirements. 08100.22 FABRICATION: clear tempered glass unless otherwise indicated on the drawings. 3.6 CLEANING AND PROTECTING 07920.2 PRODUCTS: A General: B. Fasteners: Manufacturer's standard;either aluminum or stainless steel. A Clean off excess fill materials adjacent to openings as Work progresses by methods and with cleaning materials that are approved 07920.21 MANUFACTURER: 1. Fabricate steel door and frame units rigid,neat in appearance and free from defects,warp or buckle. C. Hardware: As indicated on drawings(Hardware Schedule). C 1 6 0 5 34 in writingbythrough-penetration s stem manufacturers and that do not damage materials In which openings occur. A The Drawings were prepared and this Specification written on the basis of using the products of Pecora Corporation,Harleysville, 2. Fabricate exposed faces of doors andpanels from onlycold-rolled steel. firestop Y 9Po D. Weatherstripping and Sill Sweeps: Manufacturer's standard type to suit application. B. Provide final protection and maintain conditions during and after installation that ensure that through penetration firestop systems Pennsylvania. Such is intended to establish minimum quality standards,not to limit competitive bidding. Products with equal or 3. Fabricate frames,concealed stiffeners,reinforcement,and edge channels,from either cold-rolled or hot-rolled steel(at 2.04 FINISHES are without damage or deterioration at time of Substantial Completion. If,despite such protection,damage or deterioration occurs, superior characteristics by other manufacturers are acceptable under conditions of the Specifications. fabricator's option). g p p gA. Exposed Aluminum:Kawneer"Permadize"hardcoat finish;color as noted on drawings. SHEET NUMBER cut out and remove damaged or deteriorated through-penetration firestop systems immediately and install new materials to 4. Fabricate exterior doors,panels,and frames from galvanized sheet steel.Close top and bottom edges of doors with flush B. Concealed Steel: Either galvanized in accord with ANSI/ASTM A386 to 2.0 oz/sq ft or primed with iron oxide paint, produce systems complying with specified requirements. 07920.22 MATERIALS: channel as integral part of door construction. C. Dissimilar Materials: Heavy bodied bituminous paint A. Exterior Sealant:Polyurethane Sealant: 5. Fabricate all doors,panels,frames,components,fasteners,and related items from hot-dip galvanized steel in high humidity . END OF SECTION 1. Single component,non-sag,non-staining,non-bleeding. areas similar to Florida and Hawaii. - 2. Color. As selected by Owner. 6. Unless otherwise indicated,provide countersunk flat Phillips heads for exposed screws and bolts. GOO6 3. Acceptable Products: B. Finish Hardware Preparation: a. Dynatrol I,Pecora Corporation 1. Prepare doors and frames to receive mortised and concealed finish hardware in accordance with finish hardware b. Sonolastic NP1,Sonneborn Building Products manufacturer's recommendations. c. Sikaflex-1A,Sika Corporation DATE OF THIS PRINTING 5/16/2017 10:09:48 AM SECTION 08700 FINISH HARDWARE SECTION 08811 GLASS SECTION 09250 GYPSUM BOARD SECTION 09390 TILE BACKER BOARD PANELS SECTION 096519-RESILIENT TILE FLOORING - PART 1-GENERAL 08700,1 GENERAL: 08811.1GENERAL: 09250.1 GENERAL: 09390 GENERAL: 1.1 RELATED DOCUMENTS '-a_ HI 1,1 A 08700,11 RELATED DOCUMENTS: 08811.11 SECTION INCLUDES: 09250.11 RELATED DOCUMENTS: 09390 SECTION INCLUDES: A Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification - A "Finish Hardware"includes items known commercially as builders'hardware which are required for swing,sliding and folding A. Float Glass A Drawing,Specification Division 1 and Contract A Backer board for ceramic the Sections,apply to this Section. doors. Types of hems in this section include(but are not necessarily limited to): B. Tempered Glass B. Fasteners 1.2 SUMMARY Architecture/Development 1. Hinges; C. Insulating Glass 09250.12 DESCRIPTION OF WORK: A Section Includes: 2. Locks,lock cylinders,and keys; D. Mirror Glass A Types of Work Includes: 09390.12 RELATED SECTIONS: 1. Solid vinyl floor tile. 3. Exit devices; E. Ribbed Decorative Glass 1. Gypsum board applied to stud framing and furring. A. Section 06100"Rough Carpentry" 1.3 ACTION SUBMITTALS 14901 Quorum Drive 4. Push/pull units; F. Frosted Glass 2. Finishing(joint tape-and-compound treatment). B. Section 09250"Gypsum Board" A. Product Data: For each type of product Suite 300 5. Closers(brass): G. Green Glass 3. Gypsum board ceiling on direct suspension system. C. Section 09300"Tile" B. Samples for Verification: Full-size units of each color and pattern of floor tile required. Dallas,Texas 75254 6. Door trim units; H. Patterned Decorative Glass C. Product Schedule: For floor tile.Use same designations indicated on Drawings. 7. Weather-stripping and threshold for exterior doors. 09250.13 QUALITY ASSURANCE: 09390.13 INTENT: 1.4 MAINTENANCE MATERIAL SUBMITTALS Ph:(972)239-8884 08811.12 RELATED SECTIONS: A Gypsum Board Standard is GA-216 byGypsum Association. A This Specification generallyoutlines requirements for backer board work,it is not intended to modify,amend or otherwise change A. Furnish extra materials that matchproducts installed and that are packaged withprotective coveringfor storage and identified with Fax:(972)239-5054 08700.13 QUALITY ASSURANCE: A. Section 08800"Glazing" YP YP P P g g 9 B. Where gypsum board systems with fire resistance ratings are required to comply with governing regulation,provide materials and manufacturer's specifications for uses intended;manufacturer's specifications govern. labels describing contents. A Obtain each kind of hardware(latch,and lock set,hinges,closers,&related items)from only one manufacturer, installation identical with applicable assemblies which have been tested and listed by recognized authorities. 1. Floor The: Furnish one box for every 50 boxes or fraction thereof,of each type,color,and pattern of floor tile installed. T1 B. Perform working accordance with the following requirements: 08811.13 INTENT(SAFETY OF PERSONS): 09390.14 REFERENCE STANDARDS: 1.5 QUALITY ASSURANCE ,{ it ,n 1. ANSI A117.1, A. It shall be the responsibility of the glazing subcontractor to comply with all safety laws,ordinances and regulations,etc.which 09250.14 PRODUCT HANDLING: A. American Society for Testing Materials(ASTM) A Installer Qualifications: A qualified installer who employs workers for this Project who are competent in techniques required by 1 `. control type of glass related to safety of persons. The drawings and specifications attempt to comply with all such laws,etc.,but in A. Deliver,identify,store and protect gypsum drywall materials to comply with manufacturer's recommendations. manufacturer for floor tile installation and seaming method indicated. F.AN► 08700.14 JOB CONDITIONS: case of failure to comply,the most restrictive requirement shall govern the work of this section. 09390.15 SUBMITTALS: 1. Engage an installer who employs workers for this Project who are trained or certified by floor the manufacturer for installation Coordinate hardware with other work.Furnish hardware items of proper design for use on doors and frames of the thickness,profile, B. Design Criteria: Glass shall conform to Fed.Spec.DD-G-001 403 and tested to pass IGCC,CBA,ASTM E-774-83. 09250.2 PRODUCTS: A. Submit per Section 01300"Submittals"for acceptance prior to beginning work of this section. Owner's acceptance is required techniques required swing,security and similar requirements indicated,as necessary for proper installation and function. 09250.21 GYPSUM BOARD PRODUCTS: prior to shipment. 1.6 DELIVERY,STORAGE,AND HANDLING Hir :4111:- 08811.14 COORDINATION OF WORK: A Exposed Gypsum Board:Regular type with tapered long edges and thickness of 518"except where otherwise indicated. B. Product Data: Submit manufacturers detailed technical product data and installation instructions and recommendations,including A. Store floor tile and installation materials in dry spaces protected from the weather,with ambient temperatures maintained within ' 08700.2 PRODUCTS: A Coordinate with the work of glazing subcontractor(s). 1, Sheet Size:Maximum length available which will minimize end joints. necessary data to document that materials comply with requirements. range recommended by manufacturer,but not less than 50 deg F(10 deg C)or more than 90 deg F(32 deg C). Store floor tiles on H• AS, 08700.21 SCHEDULED HARDWARE: 2. Gypsum Wallboard:ASTM C36,tapered edges for exposed surfaces,regular grade except use Type X where indicated or C. Samples: Two representative samples indicating range of finish,color and texture of actual materials,of manufacturer's standard flat surfaces. A. Products are identified by using hardware designation numbers of one manufacturer for each hardware type required.All items 08811.15 SUBMITTALS: required by the Code.Type W/R(Water-Resistant)for walls in toilets,wet areas(such as in kitchen dishwashing area,ice colors if proposing alternate to material as specified in drawings. 1.7 FIELD CONDITIONS _ v (except locks)are listed by Manufacturer for the purpose of establishing minimum requirements. A. Submit samples per Section 01300"Submittals". Submit 6 inch square samples of all glass and glass units. machine area,sink area,etc.),walls receiving ceramic the and where indicated provide Gypsum Wallboard Type W/R floor to 09390.2 PRODUCTS: A Maintain ambient temperatures within range recommended by manufacturer,but not less than 70 deg F(21 deg C)or more than 1 1. Supply locks and lock cylinders onlybythe listed manufacturer and supplier. ceiling.Type X W/R boards as required at ratedpartitions where wet areas such as defined above in Type W/R. 09390.21 MANUFACTURER: 95 degF(35 degC),in spaces to receive floor tile duringthe followingtimeperiods: HAI ? 2~R-' PP Y Y PP 9 YA q YP } F �;j;�� I t ��1. 2. Provide all other hardware from listed alternate manufacturers. 08811.2 PRODUCTS: B. Attachment: A. The Drawings were prepared and this Specification written on the basis of using the products of Georgia Pacific Corporation, 1. 48 hours before installation. 08811.21 MANUFACTURER: 1. Screws:ASTM C646,corrosion-resistant self-tapping bugle-head spiral-threaded type,minimum 1-1/4"long except 1-5/8"for Atlanta,Georgia. It is not the intent to limit competitive bidding. 2. During installation. 08700.22 MATERIAL AND FABRICATION: • A. The drawings were prepared and this specification written on the basis of using the products of PPG Industries,Inc.,Pittsburgh, double layer walls,lengths to penetrate all supporting metal at least 3/8".Furnish specially hardened type screws for supports 3: 48 hours after installation, A The drawings show the direction of swing or hand of each door.Furnish each item of hardware for proper installation and operation Pennsylvania unless noted otherwise. It is not the intent to limit competitive bidding. Products with equal characteristics by other heavier than 25 gage. 09390.22 MATERIALS: B. After installation and until Substantial Completion,maintain ambient temperatures within range recommended by manufacturer,but of the door movement as shown. manufacturers are acceptable under the conditions of these specifications. A Tile backer board panels: "Dens-Shield Firestop",type"X",5/8"thick,non-structural,fiberglass-faced,silicone treated gypsum not less than 55 deg F(13 deg C)or more than 95 deg F(35 deg C). B. Produce hardware units of the base metal and forming method using the manufacturer's standard. 09250.22 TRIM ACCESSORIES: core panel. C. Close spaces to traffic during floor tile installation. C. Conform manufactured hardware to published templates,generally prepared for machine screw installation. 08811.22 MATERIALS: Provide standard trim accessories of types indicated for gypsum board work,formed of electro galvanized steel,with either knurled and B. Joint Reinforcement 2 inch wide,coated fiberglass mesh tape. D. Close spaces to traffic for 48 hours after floor tile installation. D FurnishGeneral: Glass sizesshown area approximate. Sizes and proper edge clearancesshall be determinedmeasuringtheactualC. Fasteners: 1-1/4 inchcorrosion resistant; e ifi dpanel manufacturer o ste d. E. Install floor tile after other finishingoperations,including painting,havebeen completed. D screws for installation,with each hardware item.Provide Phillips flathead screws with finish of exposed(exposed under A. Ge a a e pp p p g s a by perforated flanges for nailing or stapling,and beaded for concealment of flanges in joint compound.Metal Trim and Corner Beads:OfScrews, c type sp c e by for system pe clutl g pa nt g, Q any condition),screws to match the hardware finish. opening to receive glass. Labels shall not be removed until final approval is obtained. Types of glass as called out on window and electro galvanized steel with taping flanges,as manufactured or recommended by drywall manufacturer,corner beads at all outside PART 2-PRODUCTS . :6>*t".1ZUjilli;(9C) OE. Provide concealed fasteners for hardware units which are exposed when the door is dosed,except to the extent no standard units door schedules on drawings. corners and"J"shaped trim members where abutting other materials. 09390.3 EXECUTION: 2.1 PERFORMANCE REQUIREMENTSof the type specified are available with concealed fasteners. B. Float Glass: 1/4-inch thick,dear float(plate)glass 09390,31 DELIVERY AND STORAGE: A. Fire-Test-Response Characteristics: For resilient tile flooring,as determined by testing identical products according toF, }.C. Tempered Glass: 1/4-inch thick,clear tempered safety glass 09250.23 JOINT TREATMENT MATERIALS: A. Deliver materials in original unopened packages. Store to provide protection from damage and exposure to elements. Remove ASTM E 648 or NFPA 253 by a qualified testing agency. N08700.23 HINGES,BUTTS: D. Insulating Glass:"Solarban 60(2)",5/8 inch thick,clear(Low-E2),double glazed(tempered where noted on drawings) A Type recommended by the manufacturer for the application indicated. damaged or deteriorated materials from premises. 1. Critical Radiant Flux Classification: Class1,not less than 0.45 W/sq.cm. O evSee hardware schedule in construction documents. E. Mirror Glass: 1/4-inch thick quality polished plate glass,hermetically sealed with a uniform coating of electrolytic copper plating;FS B. Joint Tape:Perforated type. B. FloorScore Compliance: Resilient tle flooring shall comply with requirements of FloorScore certification. =#DDM-411 C. Joint compound:Ready-mixed vinyl-type for interior use. 09390.32 PREPARATION: C. Low-Emitting Materials: Flooring system shall comply with the testing and product requirements of the California Department of Z N "QI�08700.24 LOCKS,LOCK CYLINDERS,AND KEYING: F. Ribbed Decorative Glass:1/4-inch thick glass A. Inspect substrate to insure it is flat(not cupped),dry and securely fastened to framing. Shim as necessary to provide flat surface Public Health s Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor SourcesJ OSee hardware schedule in construction documents. G. Frosted/Ribbed Glass:1/4-inch thick opaque float(plate)glass 09250.24 MISCELLANEOUS MATERIALS: for panels. Using Environmental Chambers." LL -1 -- H. Green Glass:Binswagner SolexlSolar 114-inch thick float glass A Provide auxiliary materials for gypsum board work of the type and grade recommended by the manufacturer of the gypsum board. 2.2 SOLID VINYL FLOOR TILE >� Z = N08700.25 PANIC DEVICES AND ASTRAGALS: I. Patterned Decorative Glass!Insulated:Custom 1/4-inch thick cast/slumped glass,basket weave texture B. Textured Finish Materials:Latex based texturing material containing fine aggregate. 09390.33 INSTALLATION: . A Products: Subject to compliance with requirements,provide the following: QU QSee hardware schedule in construction documents. J. Spandrel Glass Insulated: ARCH Aluminum and Glass Company-OPACI-Coat 300-#4-822 Harmony Bronze A. Install behind all ceramic tile walls and where indicated on the Drawings;in accord with manufacturer's specifications for complete 1. Manufacturer per drawings schedule. Zt/) (�08811.3 EXECUTION: 09250.25 DIRECT SUSPENSION SYSTEM: system of leveling,laminating,furring,fastening,and joint treatment,as required for system indicated. B. Tihe Standard: ASTM F 1700. FW- �,;.08700.26 CLOSERS AND DOOR CONTROL DEVICES: 08811.31 PROTECTION OF MATERIALS: A. Direct Suspension System:Manufacturers standard zinc-coated system of furring runners,furring tees and accessories designed B. Use maximum lengths possible to minimize number ofjoints. Locate edge joints parallel to and on framing. 1. Class: As indicated by product designations. N- See hardware schedule in construction documents. A. Protect glass from damage of any kind,during packaging,transporting and storage. Do not move partially unpacked cases of for concealed support of ceiling. 2. Type: B,embossed surface.glass,as this is apt to cause glass damage or breakage. Ship glass with protective plastic coating to prevent scratching. 09390.34 CLEAN-UP: C. Thickness: As indicated by manufacturer's designations and drawings. N 08700.27 DOOR TRIM UNITS: 09250.3 EXECUTION: A. Upon completion of work of this Section remove related debris from premises. D. Size: As indicated by manufacturers designations and drawings. �y See hardware schedule in construction documents. 08811.32 GLAZING: 09250.31 GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS: E. Colors and Patterns: As indicated by manufacturers designations and drawings. t' A. Not part of the work of this section. A. Locate exposed end-butt joints as far from center of wall and ceilings as possible. END OF SECTION 2.3 INSTALLATION MATERIALS 08700.28 WEATHER-STRIPPING AND THRESHOLDS: B. Install exposed gypsum board with face side out.Butt boards together for a light contact at edges and ends with not more than A. Trowelable Leveling and Patching Compounds: Latex-modified,portland cement based or blended hydraulic-cement-based See hardware schedule in construction documents. 08811.33 CLEAN-UP: 1/16"open space between boards. formulation provided or approved by floor tile manufacturer for applications indicated. A. Upon completion of work of this section remove related debris from premises. C. Locate either edge or end joints over supports.Position boards so that both tapered edge joints abut,and mill-cut or field-cut end SECTION 09510 ACOUSTICAL CEILINGS B. Adhesives: Water-resistant type recommended by floor tile and adhesive manufacturers to suit floor tile and substrate conditions 08700.29 HARDWARE FINISHES: joints abut.Stagger vertical joints over different studs on opposite side of partitions.Locate end-butt joints as far as possible from indicated. See hardware schedule in construction documents. END OF SECTION center of wall and ceiling. 09510.1 GENERAL: 1. Adhesives shall comply with the following limits for VOC content: = _,�,.� D. Attachgypsum board to framingand blockingas required for additional support at openings and cutouts. a Vinyl Composition Tile Adhesives: 50 g/L or less. PP09510.11 RELATED DOCUMENTS: 2. Adhesives shall comply with the testing and product requirements of the California Department of Public Health's"Standard .' 08700.3 EXECUTION: DIVISION 9 FINISHES E. Space fasteners in gypsum boards in accordance with referenced standards and manufacturer's recommendations. A Drawings,Specifications Division 1 and Contract = 08700.31 INSTALLATION: F. Attach gypsum board directly to direct-hung metal support system for ceilings with member spacing 16"o.c.maximum. Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental _ A. Mount hardware units at heights indicated in"Recommended Locations for Builders Hardware"for Standard Steel Doors and09250.32 METHODS OF GYPSUM BOARD APPLICATION: Chambers." �� 9SECTION 09111-METAL STUD FRAMING SYSTEM 09510.12 DESCRIPTION OF WORK: PART 3•EXECUTION Frames,by the Door and Hardware Institute,except as specifically indicated or required to comply with governing regulations. A Install exposed gypsum board in single layer application as follows. A. Extent of each of acoustical ceilingis shown and scheduled on drawings and includes: 1� B. Install each hardware item in compliance with the manufacturers instructions and recommendations.Do not install surface1. On partitions/walls over 8 -1 apply gypsum board vertically(parallel), typeg 3.1 EXAMINATION _ _5�. PPART 1- GENERAL 1. Vinyl faced panel ceilings,exposed suspension. ,-- mounted items until finishes have been completed on the substrate. 1.01 SECTION INCLUDES 2. On partitions/walls 8'-1"less in height apply gypsum board horizontally(perpendicular);use maximum length sheets possible A Examine substrates,with Installer present,for compliance with requirements for maximum moisture content and other conditions C. Set units level plumb and true to line and locations.Reinforce the attachment substrate as necessary for proper installation and to minimize end joints. affecting performance of the Work. _ _ P ry P A. Formed metal stud framing 09510.13 QUALITY ASSURANCE: 1. Vert that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates `- operation. 3. On ceilings,apply prior to installation of partitionslwalls. Verify P Y p B.Framing accessories A. Where acoustical ceilings and components of roof or beam assemblies are required for compliance with governing regulations, are free of cracks,ridges,depressions,scale,and foreign deposits that might interfere with adhesion of floor tile. D. Drill and counter sink units which are not factory-prepared for anchors a fasteners. B. Where gypsum board is base for thin-set ceramic tile,and in toilet rooms,install water-resistant board. _ z- --- g 1.02 RELATED SECTIONS provide acoustical materials and application or suspension bearing UL Classification Marking for applicable UL design number B. Proceed with installation only after unsatisfactory conditions have been corrected. C. Where gypsum board is base for stainless steel,install Durock. Y ry A. Section 05500"Metal Fabrications" listed in UL"Fire Resistance Index' 3.2 PREPARATION END OF SECTION B. Section 07211"Batt and Blanket Insulation" D. Apply gypsum boards to supports with screws or nails for walls and screws only for ceilings. _ A. Prepare substrates accordingto floor tile manufacturers written instructions to ensure adhesion of resilientproducts. C. Section 09215"Veneer Plaster" 09510.14 JOB CONDITIONS: Pa. SECTION 08800-GLAZING 09250.33 INSTALLATION OF DRYWALL FINISHING: B. Concrete Substrates: Prepare according to ASTM F 710. D. Section 09260"Gypsum Board Systems" A. Do not install interior acoustical ceilings until space is enclosed and weatherproof,wet-work in space is completed,work above 1. Verifythat substrates areand free of curingcompounds,sealers,and hardeners. A Apply treatment at gypsum board joints(both directions),flanges of trim accessories,penetrations,fastener heads,surface defectsdry Po 1.03 REFERENCES ceilings is completed,and ambient conditions of minimum 60 degrees F temperature and maximum 40 percent humidity are 2. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap,wax,oil,or 08800.1 GENERAL: and elsewhere as required to prepare work for decoration. g p, A. ASTM A653A-Standard specification for general requirements for steel sheet,zinc-coated(galvanized)by the hot-dip process. continuously maintained. silicone,usingmechanical methods recommended byfloor tile manufacturer. Do not use solvents. DO NOT SCALE DRAWINGS 08800.11 SECTION INCLUDES: B. ASTM C645-Standard specification for non-load(axial)bearingsteel studs,runners track and rigid furringchannels for screw 1. Apply joint tape at joints between gypsum boards,except where a trim accessory is indicated. P (track), g I refill openings 3. Alkalinity and Adhesion Testing: Perform tests recommended by floor the manufacturer. Proceed with installation only after CONTRACTOR TO VERIFY A 2.Installation of glass in prepared openings, application of gypsum board. Apply joint compound in 3 coats(not including P of penin g in base), sand between last 2 coats and after fast coat. 09510.2 PRODUCTS: substrate alkalinityfalls within range onpH scale recommended bymanufacturer in write but not less than 5 or more than 9 ALL EXISTING CONDITIONS AND B. ProtectionB. Tape joints at water-resistant gypsum board base for ceramic tile,pre-finished panels and textured finish. g 9. C. ASTM C754-Standard specification for installation of steel framing members to receive screw-attached gypsum board. 09510.21 CEILING UNITS: pH. DIMENSIONS-NOTIFY ARCHITECT C. Cleaning D. ASTM C1002-Standard specification for steel drill screws for the application of gypsum board or metal plaster bases. END OF SECTION A Provide United States Gypsum 1/2"x 24"x 48"white stipple shell vinyl faced fire code panels with square edge for kitchen and 4. Moisture Testing: Proceed with installation only after substrates pass testing according to floor tile manufacturer's written 1.04 QUALITY ASSURANCE office. recommendations. OF ANY DISCREPANCIES PRIOR 08800.12 RELATED SECTIONS: A. Perform work in accordance with ASTM C754. 09510.22 CEILING SUSPENSION MATERIALS: C. Fill cracks,holes,and depressions in substrates with trowelable levelingand patchingcompound;remove bumps and ridges to TO BEGINNING CONSTRUCTION SECTION 09300 TILE P P P 9 Section 08811"Glass" B. Installer qualifications: Company specializing in performing the work of this section with minimum five years experience. A. Coordinate with other work supported by or penetrating through ceilings,including light fixtures and HVAC equipment. produce a uniform and smooth substrate. C. Materials shall be furnished by one manufacturer only. B. Type of System:Either direct-hung or indirect-hung suspension system,at contractor's option. D. Do not install floor tiles until they are the same temperature as the space where they are to be installed. 09300.1 GENERAL: P Systems: by exposedcopedlay 1. At least 48 hours in advance of installation,move resilient floor tile and installation materials into spaces where they will be NO I REVISION 08800.13 REFERENCE PUBLICATION AND STANDARDS: PART 2- PRODUCTS C. Exposed Suspension USG Interiors,Inc. Donn with cross runners to flush with main runners.No. A Flat Glass Jobbers Association,"GlazingManual"latest edition(FGJA). Glazingsubcontractor shall determine and be responsible 09300.11 RELATED DOCUMENTS: installed. { } P 2.01 MANUFACTURER #272606-ZXA Color.Flat white#050. for actualsystem(s)and materials to be used in the work of this section. in all instances,the FGJA"Glazing Manual shall overs A Drawings,Specifications Division 1 and Contract. 9 9 A The drawings were prepared and this specification written on the basis of using the products of United States Gypsum Company, 1. Provide commercial quality,hot-dipped galvanized steel body,painted aluminum cap,stainless steel DX clips,exposed E. Immediately before instaliaton,sweep and vacuum clean substrates to be covered by resilient floor tile. details and general conditions of systems to be considered for use intended on the drawings. Chicago,Illinois. it is not the intent to limit competitive bidding. Products with equal characteristics by other manufacturers are aluminum face pre-finished in manufacturer's standard baked enamel white paint finish. 3.3 FLOOR TILE INSTALLATION DESCRIPTION OF WORK: acceptable under the conditions of these specifications. 09300.12D. Alternate for regions requiring fire rated suspension systems:USG Interiors,Inc.by Donn with exposed cross runners coped to lay A Comply with manufacturer's written instructions for installing floor tile. 08800.14 SUBMITTALS: A Tile includes ceramic surfacing units made from clay or other ceramic materials and includes: 2.02 STUD FRAMING MATERIALS flush with main runners.No.#272606-ZXLA Color.Flat white#050. B. Lay out floor tiles from center marks established with principal walls,discounting minor offsets,so tiles at opposite edges of room A. Submit ShopDrawingsper Section 01300"Submittals",of glazingsystem(s) Owner's acceptance is required prior to 1. Glazed Wall Tile:As specified on drawings. g P �1 A. Framing System Components: ASTM C645. 1. Provide commercial quality,hot-dipped galvanized steel body,painted aluminum cap,stainless steel DX clips,exposed are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter. start of glazing. B. Studs: ASTM A653A,Coating Class G-90,non-load bearing rolled steel,channel shaped,punched for utility access,as follows: 2. Floor Tile:As specified on drawings. aluminum face pre-finished in manufacturer's standard baked enamel white paint finish. 1. Lay tiles square with room axis in pattern indicated. 09300.13 QUALITY ASSURANCE: 1. Depth: 3-5/8 and 6 inches. A. Tile Council of America Standard 137.1 is the basis for requirements. E. Provide compression post as detailed at seismic zones 3 and 4. C. Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged,if so 08800.15 SCHEDULING: 2. Thickness: 22 gauge for walls 13'0"tall or less unless noted otherwise,18 gauge for walls over 13'-0"tall unless noted numbered. Discard broken,cracked,chipped,or deformed tiles. A. Schedule the work of this section to coincide with delivery of glass to be installed as part of the work of this section. otherwise. 09510.23 MISCELLANEOUS MATERIALS: 1. Lay tiles with grain running in one direction in pattern of colors and sizes indicated. 09300.14 PRODUCT HANDLING: C. Tracks and Headers: Same material and thickness as studs,bent leg retainer notched to receive studs. D. Scribe,cut,and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including built-in furniture, 08800.2 PRODUCTS: D. Furring and Bracing Members: Of same material as studs;thickness to suit purpose. Deliver packaged materials and store in original containers with seals unbroken and labels intact until time of use. 09510.3 EXECUTION: cabinets,pipes,outlets,and door frames. 08800.21 MANUFACTURER: E. Fasteners: ASTM C1002,self-drilling,self tapping screws. 09510.31 INSPECTION: E. Extend floor tiles into toe spaces,door reveals,closets,and similar openings. Extend floor tiles to center of door openings. 09300.15 JOB CONDITIONS: A The drawin s were prepared and portions of this specification written on the basis of using the products of Pecora Corporation, F. Touch-up Primer for Galvanized Surfaces: SSPC-Paint 20,Type II organic,zinc rich. Examine conditions under which acoustical ceilingwork is to be performed and not Architect of unsatisfactory conditions. F. Maintain reference markers holes and openings that are in lace or marked for future cuttingb repeating on floor tiles as marked • Harleysville Pennsylvania. It is not the intent to limit competitive bidding. Products with equal characteristics by other 2.03 FINISHES A Maintain environmental conditions and protect work during and after installation in accordance with manufacturer's 09510.32 PREPARATION: on substrates. Use chalk or other nonpermanent marking device. Y p g recommendations. manufacturers are acceptable under the conditions of these specifications. A. Studs: Galvanize to G90 coating class. A. Establish layout of acoustical units to balance border widths at opposite edges of each ceiling.Avoid use of less-than-half width G. Install floor tiles on covers for telephone and electrical ducts,building expansion joint covers,and similar items in finished floor B. Tracks and Headers: Galvanize to G90 coating class. units at borders and comply with reflected ceiling plans whenever possible. areas. Maintain overall continuity of color and pattern between pieces of tile installed on covers and adjoining tiles. Tightly adhere ISSUE - 08800.22 BASIC MATERIALS: C. Accessories: Same finish as framing members. 09300.2 PRODUCTS: tile edges to substrates that abut covers and to cover perimeters. A The following list of materials is submitted to establish minimum quality standards for the work of this section. It is not intended to PART 3- EXECUTION 09300.21 TILE PRODUCTS: 09510.33 INSTALLATION: H. Adhere floor tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation dictate or define systems to be used: 3.01 DELIVERY AND STORAGE A. Glazed Wall Tile:See finish schedule on drawings for product information. A. install materials in accordance with manufacturer's printed instructions,and comply with governing regulations,fire resistance without open cracks,voids,raising and puckering at joints,telegraphing of adhesive spreader marks,and other surface 1. Glazing Compound: A. Deliver materials in original unopened packages and store in enclosed shelter providing protection from damage and exposure to 1. Provide trim shapes of same material and finish as field tile for,and as follows: rating requirements as indicated,and industry standards applicable to work. imperfections.Use TR-8 1/16"x 1/16"x 1/16"square notch trowel as provided by tile manufacturer,up to 200 S.F.per gallon a. "862"one part architectural silicone sealant the elements. Remove damaged or deteriorated materials from premises. 1.1.Base:Sanitary cove units. B. Install suspension systems with hangers supported only from building structural members.Locate hangers near each end and spread rate. 2. Glazing Tapes: "Extru-Seal"tapes,pre-shimmed,tapered,string,etc. 3.02 ERECTION B. Floor Tile:See finish schedule on drawings for product information, space 4'-0"along each carrying channel or direct-hung runner,unless otherwise indicated,leveling to tolerance of 1/8"in 12'-0". 3A CLEANING AND PROTECTION 3. Primer: As recommended b compound and/or to manufacturer for use intended 1. Where shown"Abrasive",provide manufacturer's standard abrasive-surfaced tile. Y Po Pe A. Align and secure fop and bottom runners as indicated an drawings. 1. Secure wire hangers by looping and wire-tying,either directly to structures or to inserts,eye-screws,or other devices which A Comply with manufacturer's written instructions for cleaning and protecting floor tile. 4. Setting Blocks and Spacer Shims: Type and size recommended by FGJA for use intended. B. Install studs vertically at spacing as indicated on drawings. 2. Provide trim shapes of same material and finish as field tile for,and as follows: are secure. B. Perform the following operations immediately after completing floor tile installation: 2.1.Base:Sanitary cove units. C. Align stud web openings horizontally. C. Install edge moldings at perimeter of acoustical ceiling area and at locations where necessary to conceal edges of acoustical units. 1. Remove adhesive and other blemishes from exposed surfaces. 08800.3 EXECUTION: D. Secure studs to tracks using fastener method. Do not weld,unless indicated on drawings. C. Shower Floor Tile:See finish schedule on drawings for production information. 1. Attach moldings to substrate at intervals not over 16"o.c.and not more than 3"from ends,leveling with ceiling suspension 2. Sweep and vacuum surfaces thoroughly. 08800.31 AMBIENT CONDITIONS: E. Stud splicing is not permissible, system to tolerance of 1/8"in 12'-0".Miter corners accurately and connect securely. 3. Damp-mop surfaces to remove marks and soil. A Glazing shall not be commenced until outdoor temperature is above 40°F.,on a rising thermometer,and when ventilation F. Fabricate corners using a minimum of three studs. 09300.22 MORTAR AND GROUT: D. Install acoustical panels in coordination with suspension system,with edges concealed by support of suspension members.Scribe C. Protect floor tile from mars,marks,indentations,and other damage from construction operations and placement of equipment and and Fl Wall oor Tile: conditions are such within building as to prevent condensation of moisture on units during glazing, G. Double stud at wall openings,door and window jambs,not more than 2 inches from each side of openings. and cut panels to fit accurately at borders and at penetrations. fixtures during remainder of construction period. 08800.32 PREPARATION: H. Brace stud framing system rigid. A. CEMENT GROUT FOR TiLE INSTALLATION:ANSi A118.6. 1. Install hold-down dips in all areas. D. Joint Sealant: Apply sealant to resilient terrazzo floor tile perimeter and around columns,at door frames,and at other joints and r.- A. Clean all surfaces of all glazing units and materials to which glazing compound and/or tapes will be applied and prime(if required) I. Coordinate erection of studs with requirements of door and window frames,install supports and attachments. penetrations. as recommended byglazingcompound and/or tape manufacturer. J. Grouting: Spotgrout frames at anchor clips beforepanel erection. 09300.3 EXECUTION: 09510.34 ADJUST AND CLEAN: E. Cover floor tile until Substantial Completion. �••• P9 P jambP P K. Coordinate installation of wood bucks,anchors,and wood blocking with electrical and mechanical work to be placed within or 09300.31 TILE INSTALLATION STANDARDS: A. Clean exposed surfaces of acoustical ceilings including trim,edge moldings,and suspension members;comply with 08800.33 INSTALLATION(GLAZING): behind stud framing. A ANSI A108 Series/A118 Series/A136.1-American National Standard Specifications for the Installation of Ceramic Tile manufacturer's instructions for cleaning and touchup of minor finish damage. END OF SECTION 0 A Install all glazing units in complete accord with shop drawings and the FGJA"Glazing Manual"recommendations,including but not L. Blocking: Secure wood blocking to studs. Install blocking for support of plumbing fixtures,toilet partitions,wall cabinets,toilet (Compendium);2005. F limited to: accessories,hardware,and opening frames. 1. ANSI A108.1 a-American National Standard Specifications for Installation of Ceramic Tile in the Wet-Set Method,with pe g END OF SECTION 1. Handling of glazing units M. Refer to drawings for indication of partitions extending to finished ceiling only and for partitions extending through the ceiling to the Portland Cement Mortar;2005. W 2. Application of compounds,tapes,etc. structure above. Maintain clearance under structural building members to avoid deflection transfer to studs. Provide extended leg 2. ANSI A108.1b-American National Standard Specifications for Installation of Ceramic Tile on a Cured Portland Cement Mortar LLI 3. Installation of setting blocks and spacer shims ceiling runners. Setting Bed with Dry-Set or Latex Portland Cement Mortar;1999(R2005). 4. Final sealing N. Fire Stops and Draft Stops: Install fire stopping or draft stopping at locations required by local code requirements or by authorities 3. ANSI A108.1c-Specifications for Contractors Option: Installation of Ceramic Tile in the Wet-Set Method with Portland it having jurisdiction. Provide solid draft stopping or full termination of wall to deck at all kitchen walls. Cement Mortar or Installation of Ceramic Tile on a Cured Portland Cement Mortar Bed with Dry-Set or Latex Portland Cement 0 Mortar;1999 R2005. LI 08800.34 CLEANING: 0. Metal Framing Erection(Ceilings) ( ) LL! A Clean all glazing units and remove all labels,protection markings,etc.prior to acceptance of building by Owner. Replace all 1. Small Areas: Attach runners at ceiling height,through gypsum panels,to each partition stud. Insert steel studs in runner and cracked,broken,scratched,and improperly set glazing units at time of cleaning without additional cost to the Owner. attach each end. Install stud cross-bracing over stud framing space 48 inches OC and attach to each framing stud. At 09300.32 CLEANING AND PROTECTION: openings that interrupt ceiling,install additional cross reinforcing to-maintain structural integrity of framing. A Upon completion of placement and grouting,clean all tile surfaces so they are free of foreign matter. COx- 08800.35 PROTECTION: 2. Large Areas: Install hanger wires,carrying members,furring channels and reinforcing at openings,in accord with systems B. Leave finished installation clean and free of cracked,chipped,broken,unbonded,or otherwise defective tile work. A Clearly mark all installed transparent glazing units by means of tape"X"or other suitable means to protect persons and materials. manufacturer's specifications. C. Prohibit foot and wheel traffic from using tiled floors for at least three(3)day after grouting is completed. PROJECT NUMBER System used shall comply with any or all governing codes,ordinances,regulations,etc. 3.03 ERECTION TOLERANCES A. Maximum variation from true position: 1/4 inch in 10 feet END OF SECTION C1 6 0 534 08800.36 CLEAN-UP: B. Maximum variation from plumb: Y.inch in 10 feet. A Upon completion of work of this section remove related debris from premises. 3.04 CLEAN-UP A. Upon completion of work of this section,remove related debris from premises. END OF SECTION END OF SECTION SHEET NUMBER G007 DATE OF THIS PRINTING 5/16/2017 10:09:54 AM SECTION 09800 FIBERGLASS REINFORCED POLYESTER PANELS(FRP) DIVISION 10 SPECIALTIES . 09800.1 GENERAL: SECTION 10000 BUILDING SPECIALTIES Mt - - 4 A Provide fiberglass reinforced polyester panels(FRP)as indicated,specified and required. - 10000.1 GENERAL: 09800.2 RELATED DOCUMENTS: 10000.11 RELATED DOCUMENTS: Architecture/Development Drawing,Specification Division 9 and Contract A. Drawings,Specifications,Division 1 and Contract 09800.3 SUBMITTALS: 10000.12 DESCRIPTION OF WORK: 14901 Quorum Drive Submit to Architect for review 12"x 12"sample of FRP board and 12"length of trim cap.Submit in accordance with Section 01300 A. Building specialties include the following items: Suite 300 Submittals. 1. Portable fire extinguishers. Dallas,Texas 75254 2. Toilet accessories including grab bars,mop rack,and monitor poles. . 09800.4 PRODUCT HANDLING: B. Consult drawings to verify items provided by owner and installed by contractor. Ph: (972)239-8884 Deliver product to jobsite with all finish surfaces protected against scratches,stains and all damage.Lay panels and trim flat in original Fax:(972)239-5054 containers raised off floor away from moisture.Fiberglass Reinforced Polyester(F.R.P.)Panels: Panels shall be 4'x 8',9',or 10'x 10000.13 QUALITY ASSURANCE: 3132'fiberglass reinforced polyester panels.FRP panels shall be installed with 8'or 10'with harmonizing moldings,adhesive and A. Provide portable fire extinguisher units conforming to ANSI/UL 711. sealant as supplied by the Commercial Division,Masonite Corporation,Dover,Ohio.Material must be applied strictly in accordance with the printed installation instructions provided. 10000.14 COORDINATION: A. Coordinate the work with the placement of interval wall reinforcement to receive anchor attachments. � ,,s'` 09800.5 INSTALLATION: B. Coordinate locations of the work with other work to avoid interference and to assure proper operation and servicing units. � F.AN; W Install per manufacturer's instructions,including sealant in moldings.Prepare all surfaces for proper installation against clean it.:---) untextured smooth sanded taped gypsum board.Room temperature during installation must by 60 degrees or above.Place FRP board 10000.2 PRODUCTS: •--� before vinyl base is installed.Panels shall be flush,level and plumb.All trim and joints shall be level,plumb and true.Use large 4 x 10 10000.21 PORTABLE FIRE EXTINGUISHERS: or 4 x 8 panels so as to create no seams in small rooms.(10'-0"dimension or less).In larger rooms,coordinate panels seams with A. Dry Chemical Type UL 299,stainless steel tank,with pressure gauge,size and classification as indicated on drawings. H 0 r $ Architect. B. Provide with manufacturers standard chromed bracket. 1 {('y�� 09800.6 CLEANUP: 10000.22 TOILET ACCESSORIES: ` • 13 Clean panels and trim for final acceptance with products as recommended by manufacturer.Protect from damage until construction is A. Extent of each accessory is indicated on drawings. "?!'� r _ complete.Remove all scrap,debris and packaging from site. B. Proprietary names are used to designate design and construction of specific products.Similar items of the following manufacturers 1* r 3 ' 25-17 are acceptable: END OF SECTION 1. Bobrick 2. Bradley 3. trous SECTION 09900 PAINTING Master Wakey all C. key accessories, 09900.1 GENERAL: 10000.3 EXECUTION: 0990.11 RELATED DOCUMENTS: Q re 10000.31 EXAMINATION: Ix O A Drawings,Specifications Division 1,Contract. W fY A. Examine substrates and other conditions under which installation is to occur,and notify Architect of conditions detrimental to proper and timely completion of work -. Z �'- �,� 09900.12 DESCRIPTION OF WORK: = W N A. The extent of work includes painting and finishing of interior and exterior exposed items and surfaces throughout project as 10000.32 INSTALLATION: O V W �� indicated on the drawings. A Install accessory and fire extinguisher units in accordance with manufacturers instructions,using fasteners which are appropriateR1 = Z 11. to 1. Surface preparation,priming,and coats of paint specified are in addition to shop-priming and surface treatment specified laa to substrate and recommended by manufacturer of unit.Install units plumb and level,firmly anchored in locations indicated. L1C under other sections of work. B. Install all items in accordance with manufacturers instructions,ANSI A117.1,ADA,and local codes. O J FW- O 09900.13 DELIVERY AND STORAGE: i� 1'"' �" O U 10000.33 ADJUST AND CLEAN; Z Q = to ('� A Deliver materials to job site in original,new and unopened packages and containers bearing manufacturers name and label. A. Adjust units for proper operations and verify that mechanisms function smoothly. Q 4 B. Clean and polish all exposed surfaces of factory finished units after removing protective coatings. z Z O 09900.14 JOB CONDITIONS: 0 A. Apply water-base paints only when temperature of surfaces to be painted and surrounding air temperatures are between 50 END OF SECTION ~ W ~ degrees F(10 degrees C)and 90 degrees F(32 degrees C),unless otherwise permitted by paint manufacturers painted D= d' instructions. C7 B. Apply solvent-thinned paints only when temperature of surfaces to be painted and surrounding air temperatures are between 45 N degrees F(7 degrees C)and 95 degrees F(35 degrees C),unless otherwise permitted by paint manufacturers painted SECTION 10801 TOILET AND BATH ACCESSORIES: e-- instructions. See Plans C. Do not apply paint in snow,rain fog or mist END OF SECTION 09900.2 PRODUCTS: 09900.21 COLORS AND FINISHES: A. Paint colors,surface treatments,and finishes,are indicated in"schedules"on the contract Documents. DIVISION 15 MECHANICAL B. Provide finish coats which are compatible with prime paints used.Notify Regional Construction Manager of any anticipated ---=,:- .;-_----1,--_-_,:,-,_ .--,-:--:_-, problems using specified coating systems with substrates primed by others. SECTION 15400 PLUMBING: C. Do not apply paint in snow,rain,fog or mist Division 1 applies to this Section.Provide plumbing work complete as indicated,specified,and required.Refer to Drawings for .,-,_,. or - 09900.22 MATERIAL QUALITY: specifications,details and notes. - A Products of a single manufacturer are listed but products of one of the following manufacturers will be accepted so long as they are similar in quality and identical in finish(color and texture): SECTION 15500 AUTOMATIC FIRE SPRINKLER SYSTEM: 4. - 1. See Finish Schedule SCOPE(Design Build)Provide all labor,materials,appliances,tools,equipment facilities,transportation and services needed. 1. Prepare a sprinkler layout drawing for Owner,insurance agency and City approval 09900.23 EXTERIOR PAINT SYSTEMS: A See construction documents for paint finishes. END OF SECTION 09900.24 INTERIOR PAINT SYSTEMS: *-- -----.=-;.---.:-,'-zi-------,--::---7--=_fi----,:-,i- ,'•,--?-0;-.--',7:-2 A. See construction documents for paint finishes. DIVISION 16 ELECTRICAL 09900.3 EXECUTION: SECTION 16000 ELECTRICAL: 09900.31 INSPECTION: Division 1 applies to this Section.Provide electrical work complete as indicated,specified,and required.Refer to drawings for specifications,details and notes. DO NOT SCALE DRAWINGS A. Examine areas and conditions under which painting work is to be applied and notify Architect of conditions detrimental to proper CONTRACTOR TO VERIFY and timely completion of work. END OF SECTION ALL EXISTING CONDITIONS AND 09900.32 SURFACE PREPARATION: DIMENSIONS-NOTIFY ARCHITECT A Perform preparation and cleaning procedures in accordance with paint manufacturer's instructions,for each particular substrate END OF SPECIFICATIONS OF ANY DISCREPANCIES PRIOR condition. B. Remove and reinstall hardware,hardware accessories,plates,lighting,fixtures,and similar items in place and not to be finish- TO BEGINNING CONSTRUCTION painted,or provide surface-applied protection. - C. Seal tops,bottoms,and cutouts of unprimed wood doors with a heavy coat of varnish or equivalent sealer. NO [REVISION 09900.33 MATERIAL PREPARATION: - A. Mix and prepare painting materials in accordance with manufacturer's directions. B. Stir materials before applications to produce a mixture of uniform density,and stir as required during application. 09900.34 APPLICATION: A. Apply paint in accordance with manufacturer's directions.Use applicators and techniques best suited for substrate and type of material being applied.Spray application is recommended for general exterior stucco painting. B. Paint surfaces behind movable equipment and furniture same as similar exposed surfaces.Paint surfaces behind permanently fixed equipment or furniture with prime coat. C. Finish exterior doors on tops,bottoms and side edges same as exterior faces,unless otherwise indicated. - D. Sand lightly between each succeeding enamel coat. E. Apply sufficient time between successive coatings to permit proper drying. F. Apply first-coat material to surfaces as soon as practical. G. Apply materials at not less than manufacturer's recommended spreading rate. H. Apply one(1)coat of primer(if indicated)and two(2)coats of the finish paint or other paint indicated for all items interior and exterior to be painted. ISSUE 1. Tint the first finish coat to a shade lighter than the final coat noted on the schedule. I. Perform kitchen equipment touchup as necessary. ' 09900.35 CLEANUP AND PROTECTION: A During progress of work,remove from site discarded paint materials,rubbish,cans and rags at end of each work day. B. Protect work of other tradesman,whether to be painted or not,against damage by painting and finishing work. C. At the completion of work of other trades,touchup and restore all damaged or defaced painted surfaces. D. Miscellaneous: For any items not specifically shown or specified that require a paint finish,apply 3 coats of paint as directed. 09900.36 CLEANING AND TOUCHUP WORK: Make a detailed inspection of paint finishes after all painting is completed,remove spatterings of paint from adjoining surfaces,and , make good all damage that may be caused by such cleaning operations.Carefully touchup all abraded,stained,or otherwise disfigured painting,as approved,and leave entire painting in first-class condition. t~ MISCELLANEOUS PAINTING: A. Duct Interiors: Paint with flat black fire-retardant paint to extent visible through grilles and registers in finished rooms and spaces. i•---- B. B. Fire Extinguisher and Fire Hose Cabinets: Apply 2 coats of paint finish,inside and out,matching finish and color of adjoining iri areas,unless otherwise noted or directed. io C. Color Coding: In mechanical and electrical equipment rooms and spaces,paint all ducts,piping,conduit,equipment,and machinery,except such items having a complete factory finish,as specified for interior metal,colors as directed.Not more than 8 colors will be required. Ce D. Weather-stripping or Sound Seals: Paint exposed metal surfaces to match the door frame,whether or not unfinished,furnished a with factory prime coat,or factory treated for paint adhesion. E. Painted Signs: Provide on walls in interior areas as shown or directed.Paint signs as specified for interior enamel on noted CL O surface.Employ a skilled and experienced sign painter. F. Curtain Wall Fixed Glazing: Paint inaccessible gypsum wallboard surfaces behind curtain wall fixed glazing with two coats of LL W approved dark color 1300 Stuc-O-Life before glazing is installed. G. Mechanical and Electrical Work: Carefully review Divisions 15 and 16 of the Specifications regarding painting performed there in under and other painting required to be performed under this Section.Perform all painting of mechanical and electrical equipment and materials that are not expressly specified lobe painted under Division 15 or 16,including required identification and color code painting,stenciling,and banding. PROJECT NUMBER END OF SECTION 60534 SHEET NUMBER _ G008 - - DATE OF THIS PRINTING-5/16/2017 10:09:58 AM e , , , , , , , , , , , , -_ K . i _- ccA_ - - fir..- Architecture / Development 14\ \ \\\ Sure 300 01 uorum Drive \ 4 4 Dallas Texas 75254 4 Ph. (972) 239-8884 .�H��\��►��1t�` \\ 4-4 Fax. (972) 239-6084 \\ 4 4-1 41 41 11 44 \\\ 41 \\ 4-1 \ \ 41 41 D 41 41 ....- ...1 ti CC 4-1-- < 1-- Z rc M ! w w WN 1 ‘ 41m m co Q V ' lj44 <Q = ZIL. < o J '; 44 h 1 J _ _ Li- H _ • _II II 41r) ce 8'-0- kl N a a a • I I— __.. W H i,, — .._ ,-,I w w i -z ——— I , lLl co o RTU-2 ( X I ( ti LI c 11 1 L/ } 1110 LBS. I I 4 . > N I ' ll I L - - — --� - - -- N Co I w -. :, / rill 41 La cn 0 :_:___:___-__-k -_,__0_._ -71 C0 �I� . oC0� S1j CI /l ( � (i•V La IF: Y % w co - - _ g W II :f ==_ 1:-M7.7-=',---'77-----_ tI - la i i; j I 11`t DO NOT SCALE DRAWINGS // I - -- -- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - CONTRACTOR TO VERIFY � � � A� � c.c. TO FIELD VERIFY ALL EXISTING CONDITIONS AND /! — -t ��MIII� EXISTING TRUSS TOP & BOTTOM CHORD ARE DIMENSIONS-NOTIFY ARCHITECT // ? '1 ) X2.3" MICROLAM (LVL) OF ANY DISCREPANCIES PRIOR t. Ii I I MEMBERS AND CONTACT TO BEGINNING CONSTRUCTION // Q ¢ E.O.R. IF VARIATION EXISTS. co Lo // M M ' NO REVISION // J J C _/L. - - - � C7 n 14'-0" Ln - \ TRUSS REINF. RTU-1 -c.i N REF. 08/S2.1 872 LBS. _ - 411.1=0. `",Lri L I :1 1 2 , , __ .. sI I I . _,— _ \ L L J – ISSUE n m RTU-3 TRUSS REINF. 8'-0" �. L,< COS 1110 LBS. REF. 07/S2.1 - COS NON.. 117 No ) Q ,„ N .. m 0 n 14: 1i ui � X . .-.¢ ,r, I ,..,.. ._. Ili a \\\1''4��►\\\\\\''�1�'\\\\\\��1\\\\\\\\��`'\'' ►'\\\\\►��\\\\\\\►` ► \\\\\\\\►\ \\\\\\�� \\\\\\��► ►41\\\\\\\��\\' \\\\\\\\►��1►\\\\\\\\\''��\\\\\\\\�11t\\\\\\��\`X11\\\\ \►`\\\\\\\\```1►\\\\\\\��' \\\\\\►'��' \\\\\\'`��\\\\�\\\11/4, \ Crw N oc - 0 w PLAN NOTES: PARTIAL ROOF FRAMING PLANCO r 1. FIELD VERIFY (F.V.) AND COORDINATE ALL DIMENSIONS - INCLUDING JOIST SPANS WITH THE ARCHITECTURAL = - SCALE: 1/4"=1'-0" - N r N DRAWINGS. NOTIFY S.E.R. IF DISCREPANCIES EXISTS. 4 = co 5 2. REFER TO SHEET S2.1 FOR STRUCTURAL NOTES. • 0 To ca �� .. 1rti • icponald REPAIR TAI ..4.,'.4... ��' � PROJECT NUMBER co x 3. REFER TO 06/S2.1 FOR TYPICAL SLAB DETAIL �� F, C160534 o C' AT NEW UTILITY TRENCHES AS REQUIRED. .a �y•' ` r N !'� t oberts 0 4. REFER TO 01/S2.1 FOR TYPICAL SUSPENDED EQUIPMENT �:� m SUPPORT DETAIL. p:'SCAT 2081 O49 I.2 OR GOAL SHEET NUMBER FIP a �`, f Associates, Inc. 0 JAMES ...- /7 Consulting Engineers tE 6 S. S - EXPIRATION DATE: Dallas2948 ,Texas 75247-6103. Stemmons ay 1 ■ 1 vu- � �� , a a Phone: (214) 637-6299 Fax: (214) 637-6997 c.,14- au' www.rara.net CD CO DATE OF THIS PRINTING- 05/17/17 1 1 1 1 1 1 ,_ 1 1 1 1 1 1 _____ ___ _ __ _ _ ___ "s " STRUCTURALNOTES Y rEHIAx3 CLOSED EXISTING E TJS JOIST - EYE SCREW. 1Y4" ROOF DECK REF. PLAN _=_=-=_____-= _, MIN. PENETRATION GENERAL POST-INSTALLED ANCHORS (AS REQUIRED) - - - -_ © TOP Architecture / Development 1. THIS PROJECT SHALL MEET ALL REQUIREMENTS OF THE CITY OF TIGARD, OREGON AND THE 1. EXCEPT WHERE NOTED ON DRAWINGS, THE FOLLOWING SIMPSON PRODUCTS MAY BE USED. 14901 Quorum Drive i 2014 OREGON STRUCTURAL SPECIALITY CODE. THE GENERAL CONTRACTOR SHALL VERIFY THE CONTACT WWW.STRONGTIE.COM FOR ADDITIONAL PRODUCT DATA. Suite 300 /LI t , SIZE AND LOCATION OF ALL ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL A. ALL DRILLED AND EPDXIED ANCHOR BOLTS PLACED IN CRACKED OR UNCRACKED OPENINGS (COORDINATE WITH APPLICABLE TRADES). THE CONTRACTOR SHALL PROVIDE FOR CONCRETE SHALL BE THREADED RODS WITH SIMPSON SET-XP ADHESIVE SYSTEM OR Dallas Texas 75254 ALL OPENINGS, WHETHER SHOWN ON THE STRUCTURAL DRAWINGS OR NOT. ANY DEVIATION APPROVED EQUAL (TYP., U.N.O.) ICC ESR-2508. FROM OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE B. ALL DRILLED AND EPDXIED ANCHOR BOLTS PLACED IN HOLLOW OR GROUTED CONCRETE Ph' (972) 239-8884 2x4 BLKG. W/ ENGINEER'S ATTENTION FOR APPROVAL PRIOR TO CONSTRUCTION. BLOCK SHALL BE THREADED RODS WITH SIMPSON SET ADHESIVE SYSTEM OR APPROVED Fax' (972) 239-5064 4- 8d NAILS 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE STRUCTURAL EQUAL. ALL ANCHOR BOLTS PLACED IN HOLLOW CONCRETE BLOCK SHALL UTILIZE A TO BLKG. DRAWINGS WITH THE ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION AND NOTIFY THE SCREEN TUBE PER THE MANUFACTURER'S RECOMMENDATIONS (TYP., U.N.O.) ICC ARCHITECT OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE ESR-1772. WORK. C. ALL DRILLED AND EPDXIED REBAR PLACED IN CRACKED OR UNCRACKED CONCRETE lit III IIIIL f 1111111 mit 4. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO THE SHALL UTILIZE THE SIMPSON SET-XP ADHESIVE SYSTEM OR APPROVED EQUAL (TYP., - NUTS AND FENDER -c-> STRUCTURE OR ANY PART OF THE STRUCTURE DETAILED ON THESE DRAWINGS SHALL BE U.N.O.) ICC ESR-2508. (E) TJS JOIST ' WASHERS SUBMITTED IN WRITING TO NE ENGINEER FOR REVIEW. SHOP DRAWINGS THAT ARE SUBMITTED 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED REF. PLAN FOR REVIEW DO NOT CONSTITUTE "IN-WRITING" UNLESS IT IS CLEARLY NOTED THAT SPECIFIC OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. �� /' 2- 2x6 CHANGES ARE BEING SUGGESTED. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY NE II__I 5. THE STRUCTURAL DRAWINGS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS. STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTOR SHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING . Ifur 6. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT NE FINISHED STRUCTURE. THE PERFORMANCE VALUES OF THE SPECIFIED PRODUCT. SUBSTITUTIONS WILL BE EVALUATED I , II, _ __ __ __ _ THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. BY THEIR HAVING AN ICC ESR SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE 2x4 BLOCKING BETWEEN THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKMEN FOR SEISMIC USES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OF NEAREST TWO PANEL AND OTHER PERSONS DURING CONSTRUCTION. COMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATION WILL ALSO Y2"O ALL-THREAD ROD 12 GA. WIRE, MIN. COMPRESSION 7. REFERENCES TO EXISTING BUILDING STRUCTURE ARE BASED ON EXISTING BUILDING DRAWINGS CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATION TEMPERATURE. (VERIFY WITH EQUIPMENT POINTS, EACH SIDE OF3 TURNS CEILING GRID BY: GHA ON APRIL 19, 2017. 3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR MANUFACTURER) JOIST WITH 2-YIN (0 8'0" O.C.E.W.) REF.ARCH. REF. ARCH. PACKAGING. THRU-BOLTS (MIN) • SPECIAL INSPECTION 4. INSTALL ACCORDING TO MANUFACTURER'S SPECIFICATIONS. THREADED ROD AND REBAR DIAMETERS AND EMBEDMENT LENGTHS SHALL BE AS NOTED ON DRAWINGS. THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AS APPLICABLE: 5. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND cc 0 (EXPANDED TABLE OF SPECIAL INSPECTIONS AVAILABLE UPON REQUEST.) PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WITH Cr CC 0 SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. W 1. FIELD WELDING I< - Z Ec co N_ SECTION AT TYPICAL CEILING 2. ROOF TOP EQUIPMENT ATTACHMENT STRUCTURAL WOOD M LU or N 1 SUSPENDED EQUIPMENT 02 SEISMIC BRACING DETAIL DESIGN LOADS 1. WOOD FRAMING SHALL COMPLY WITH THE SOUTHERN PINE INSPECTION BUREAU, OR SHALL _ 1±! oja SCALE: 3/4"=1'-O" (AS REQUIRED) SCALE: 3/4"=1'-O" CONFORM TO SPECIFICATIONS AS PUBLISHED BY THE WESTERN WOODS PRODUCTS (j} Z Q 1. ROOF LIVE LOAD 20 PSF ASSOCIATION. Lii Z 5. CO 1,1 cr 2. ROOF DEAD LOAD 20 PSF 2. WOOD FRAMING 2 INCHES X 4 INCHES AND LARGER SHALL BE NO. 2 SOUTHERN PINE, NO. 2 L 010 J H 0 3. FLOOR LIVE LOAD 100 PSF DOUGLAS FIR LARCH, OR EQUIVALENT (U.N.O.). 0 = Q 4. WIND LOAD BASED ON 110 MPH WIND, EXPOSURE C. ULTIMATE. 3. WOOD COLUMNS 6 INCHES X 6 INCHES AND LARGER SHALL BE NO. 1 SOUTHERN PINE, NO. 1 I- ›- _ CO o 5. ROOF SNOW LOAD 15 PSF DOUGLAS FIR LARCH, OR EQUIVALENT. Z < U "Wm 6. SEE ROOF PLAN FOR ADDITIONAL MECHANICAL LOADS. 4. ALL EXPOSED WOOD FRAMING, UNLESS NOTED OTHERWISE, SHALL BE "SELECT" GRADE 0 < < ° Q CLIP 7. SEISMIC LOADS DESIGN CATGORY = D LUMBER. 0 DOUBLE 2x4 BOTTOM FIELD MEASURE TOIZ CHORD SLEEPERS VERIFY A SNUG FIT SOS = 0.72 5. ALL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED (USE f- MUST SPAN A MINIMUM TO )6" MAX. GRIP CONCRETE CATEGORY 2 AS SPECIFIED BY AWPA) FOR MOISTURE PROTECTION. ALL WOOD EXPOSED TO W (0) (AS REQUIRED) WEATHER SHALL BE PRESSURE TREATED (USE CATEGORY 3B AS SPECIFIED BY AWPA) OR OF 2 PANEL POINTS 2x (TRUSS CHORD WIDTH) WESTERN RED CEDAR. 0 WITH 1Y2"x3" NOTCH 0 c0 INSTALL DIRECTLY OVER 1. ALL CONCRETE SHALL BE NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 6. GLUED-LAMINATED MEMBERS SHALL BE DOUGLAS FIR INDUSTRIAL GRADE (24F-V8) OR (Si JOIST BOTTOM CHORD PIN 3,000 PSI AT 28 DAYS, (U.N.O.). APPROVED EQUAL U.N.O. MEMBER SIZES ARE BASED ON CURRENT NDS WESTERN SPECIES. 2. MINIMUM CEMENT CONTENT SHALL BE 5 SACKS PER CUBIC YARD. GRADE 24F-V4 MAY BE SUBSTITUTED FOR SIMPLY SUPPORTED SPANS ONLY. 3. TYPE C OR F FLY ASH MAY BE USED UP TO 20% OF TOTAL CEMENT CONTENT BY VOLUME. 7. ENGINEERED WOOD PRODUCTS TOE NAILING THIS IS ONLY FOR CONCRETE SPECIFIED IN THESE STRUCTURAL DRAWINGS. REFER TO A. SIZES AND DESIGNATIONS ARE BASED ON PUBLISHED REDBUILT MEMBERS AS SPECIFICATIONS BY OTHER DISCIPLINES. MANUFACTURED BY REDBUILT (FORMERLY THE COMMERCIAL DIVISION OF TRUS JOIST). 4. MAXIMUM SLUMP SHALL BE 5 IN., U.N.O. B. OTHER WOOD MEMBERS WILL BE PERMITTED WHERE LOAD CAPACITIES ARE EQUIVALENT -===-= T-= 5. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE'S AND SUBSTANTIATED BY PUBLISHED LOAD TABLES. a N'-.,.. �t TIGHT "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301. C. FABRICATOR SHALL SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF MEMBERS, BRIDGING, 1'1:1- 0 _ �� 6. CONCRETE MIX SHALL NOT USE ANY ADMIXTURES WHICH CONTAIN CALCIUM CHLORIDE. BRACING, ERECTION DETAILS, TRUSS PENETRATIONS, AND DESIGN CALCULATIONS SEALED - I I 7. CONCRETE TEST REPORTS SHALL BE MADE AVAILABLE AT THE JOB SITE. BY A REGISTERED ENGINEER (STATE). D. FOR QUOTATIONS, SHOP DRAWINGS, AND MATERIAL ORDERS, CALL REDBUILT'S NATIONAL _ - JOIST BEYOND �� REINFORCING STEEL (AS REQUIRED) ACCOUNT SERVICE CENTER (WWW.REDBUILT.COM) AT 1-866-859-6757 AND ASK FOR _ =_ REF. PLAN Y" THREADED ROD AT EACH 1 1/2"./411THE ACCOUNT COORDINATOR FOR THIS PROJECT. _ _ ___ - CORNER OF HOOD (MIN) 1. BARS SHALL BE ASTM A615, GRADE 60. 8. PRE-FABRICATED METAL PLATED WOOD TRUSSES = - 0 � SIMPSON REF. ARCH. & MEP SECT. "BIS 2. DETAIL, FABRICATE, AND PLACE IN CONFORMANCE WITH ACI 315 AND 318. A. TRUSS FABRICATION AND INSTALLATION SHALL COMPLY WITH THE FOLLOWING 2,-----__111-- _ __ SECT. A 3. LAP ALL REINFORCING STEEL 40 BAR DIAMETERS (U.N.O.). STANDARDS: = -- __ __ H2,5A TYP. 4. LAP CONTINUOUS BARS IN GRADE BEAMS 40 BAR DIAMETERS (U.N.O. ON DRAWINGS). TOP A. ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD ..4.--_,=___-_4:2__,_,__ ___'------- __---.17--t-67-7.. _ BARS TO BE SPLICED BETWEEN SUPPORTS AND BOTTOM BARS TO BE SPLICED AT SUPPORTS, TRUSS -- _ - -= _ AS APPLICABLE. CONSTRUCTION". A34 CLIP (TYP) 5. PROVIDE ACCESSORIES FOR SUPPORT OF ALL REINFORCING. B. TPI HIB "COMMENTARY AND RECOMMENDATIONS FOR HANDLING INSTALLING & EXIST. PLYWOOD NAIL 6. SUBMIT SHOP DRAWINGS SHOWING ALL REINFORCING FOR APPROVAL BY NE STRUCTURAL BRACING DO NOT SCALE DRAWINGS A/C CURB 3 ENGINEER OF RECORD. METAL PLATE CONNECTED WOOD TRUSSES". TO BLOCKING @ 4" O.C. 0 7. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: C. TPI DSB "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF CONTRACTOR TO VERIFY WITH 10d NAILS -1rMETAL ALL EXISTING CONDITIONS AND .._.,, 30 LAG BOLTS MINIMUM PLATE CONNECTED WOOD TRUSSES". DIMENSIONS-NOTIFY ARCHITECT LUS28 HANGER ® 12" O.C. I COVER, IN. D. REFERENCE ROOF PLAN FOR ADDITIONAL MECHANICAL EQUIPMENT LOADS. OF ANY DISCREPANCIES PRIOR E. REQUIRED UPLIFT \ L A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARN 3 C. ALL TRUSS-TO-TRUSS CONNECTORS SHALL BE SPECIFIED BY THE TRUSS TO BEGINNING CONSTRUCTION EXISTING `1 ,,. ------ i V MANUFACTURER. TRUSS-TO-FRAMING CONNECTORS SHALL BE SPECIFIED BY THE TJS JOIST B. CONCRETE EXPOSED TO EARN OR WEATHER: ENGINEER OF RECORD, UNLESS SPECIFICALLY NOTED. NO REVISION REF. PLAN ,<.>' #6 THROUGH #18 BAR 2 D. BOTTOM CHORD TENSION SPLICES ARE PROHIBITTED WITHIN THE MIDDLE Ya OF THE SPAN. #5 BAR, W31 OR D31 WIRE, AND SMALLER 1Y E. FABRICATOR SHALL SUBMIT SHOP DRAWINGS SHOWING LAYOUT OF MEMBERS, BRIDGING, Q' BRACING, ERECTION DETAILS, TRUSS PENETRATIONS, AND DESIGN CALCULATIONS SEALED BY CONT. 2x8 LEDGER REMOVE LOAD TRANSFER ATTACHED TO LOAD C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: A REGISTERED ENGINEER (CALIFORNIA) BLOCKS BEYOND AND PATCH TRANSFER BLOCKS ROOF AS SLABS, WALLS, JOISTS: A. ALL ROOF DECK SHALL BE APA RATED STRUCTURAL 1 OR CDX EXTERIOR PLYWOOD OR (NOT SHOWN W/ 3-16d NAILS 2x8 BLKG. REQUIRED #14 AND #18 BARS 1ORIENTED STRAND BOARD. FOR CLARITY) #11 BAR AND SMALLER 3/4 B. ROOF SHEATHING SHALL BE 23/32 INCH NICK MINIMUM (48/24) U.N.O. ®IIII ITIIII / BEAMS, COLUMNS: C. STAGGER ENDS OF SHEETS. 1 PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1Y2D. PROVIDE BLOCKING AT EDGES OF All ROOF SHEETS. PLYWOOD CLIPS MAY BE USED AT REF. 04 FOR REQUIRED ROOF INSTEAD OF BLOCKING, UNLESS BLOCKING REQUIRED FOR NAILING. TRANSFER BLOCKS 0 EXIST. JOIST 2x TRANSFER BLOCKS 1-10d NAIL E. NAIL EDGES OF ROOF SHEETS AT 6 IN. O.C. MAXIMUM (U.N.O.). BOTTOM CHORD PINS OF REF. PLAN REQUIRED AT ALL BOTTOM TOE NAILED F. NAIL FACES OF ROOF SHEETS AT 12 IN. O.C. MAXIMUM. JOISTS UNDER ALL RTU'S CHORD PINS LOCATED WITHIN EACH SIDE OF G. USE MINIMUM 8D COMMON NAILS (U.N.O.). EXTENTS OF RTU BLOCKING, JOIST (TYP) 10. WALL SHEATHING - AND ONE PIN BEYOND A. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL I OR CDX EXTERIOR PLYWOOD OR ORIENTED STRAND BOARD. B. WALL SHEATHING SHALL BE 1/52 INCH THICK MINIMUM (32/16) U.N.O. ISSUE C. STAGGER ENDS OF SHEETS. 03 SECTION 04 SECTION AT TRANSFER BLOCK D. PROVIDE BLOCKING AT EDGES OF ALL SHEARWALL SHEETS. E. NAIL EDGES OF SHEARWALL SHEETS PER SCHEDULE ON PLAN (OTHER WALLS AT 6 IN. SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" O.C. MAXIMUM). F. NAIL FACES OF WALL SHEETS AT 12 IN. O.C. MAXIMUM. G. USE MINIMUM 8D COMMON NAILS (U.N.O.). 11. CONNECTORS SHALL BE AS MANUFACTURED BY THE SIMPSON CO. OR APPROVED EQUAL. CONNECTORS USED WIN PRESSURE TREATED LUMBER OR IN UNCONDITIONED SPACE, SHALL 1 HAVE THE ZMAX (6185) COATING. LO 12. NAILING, UNLESS NOTED OTHERWISE, SHALL BE PER THE 2014 OREGON BUILDING CODE. O H 2x12 x8'-O" 2- 10d 0 9" (E) DECK M EA. FACE O.C. FROM CC a. 4" CONCRETE 2-Y"0 THRU BOLT 0 EA. (E) DECK EA. FACE W CL Lp / 1'-6" (MATCH DUSTING) TOP CHORD PANEL POINT TO REMAIN r` ♦♦ ♦ ♦ ♦ 1 5 1♦ ♦♦ ♦♦ ♦♦ ♦♦ CC #3 x1'-6" LONG © NEW SLAB REINF. TO 0 4" GRAVEL Y" REBAR 16" Q.C. DRILLED & BE #3 40 16" O.C. 3- 10d PER (E) JOIST "' (MATCH DOWELS 0 18" EPDXIED 6" INTO EACH WAY (REF. PLAN) TRANSFER BLOCK F.V. �' csa EXISTING) O.C. (ALTERNATE) EXIST. SLAB I,iJ 3 • NEW SLAB = N _ CO c \ CO 0 0 0 _ �� t�li�l:+.:I. �:� IIS �� o .\1001/7/ a (l O o N - I! LL c76 cs5 SAND Ct a �•I �•� (E) 20" g 6 MIL VAPOR VAPOR po PLYWOOD $i PRQrrtj, PROJECT NUMBER BACKFILL BARRIER TO REMAINS BARRIER (TYP) WEB TRUSS (E) BM. F.V. �__„40 aGti�f'�E° j� R....Roberts nald C13X o DBL. 2x12 2x4 BLOCK C� C160534 x14-0 REINF. REF. 04/S2.1 FOR '" REF. PLAN TRANSFER BLOCK EA. END OF p m REQUIREMENTS JOIST REINF. y OR Gt3N h SHEET NUMBER C0 75 FOR EXTENTS D s A Q �4► F ,_ T 9, ti\0 Associates, Inc. SECTION SLAB REPAIR DETAILSECTION SECTION JAMES ✓tf7 7 Consulting Engineers 05 ,, , " 07 " , " 08 ,, . " S � 1 SCALE: 3/4 =1 -0 �� SCALE: 3/4"=1'-O" (AS REQUIRED) SCALE: 3/4 =1 -0 SCALE: 3/4 =1 -0 2948 N. Stemmons Freeway EXPIRATION f/ Dallas, Texas 75247-6103 0 o Phone: (214) 637-6299 Fax: (214) 637-6997 cc F- • www.rara.net 2� Uin , I I I I 1 I I I T i , i w � DATE OF ThgS PRINTING - 05/17/17 t3 fa c a.- X�c A --TERMS AND ABBREVIATIONS _E -TERMS AND ABBREVIATION :::_,ni,-_,_,_7,1___ S _L -TERMS AND ABBREVIATIONS S- TERMS AND ABBREVIATIONS ` GENERAL OTES DRAWING RA ' SYMBOLS LEGEND D AFF ABOVE FINISH FLOOR EA EACH LRG LARGE SAN SANITARY G G .-__--iii;-_- ' ACST ACOUSTIC EW EACH WAY LAV LAVATORY SLNT SEALANT - ACT ACOUSTICAL CEILING TILE ESMT EASEMENT LS LANDSCAPE SND SOUND 1. CONTRACTOR SHALL,PRIOR TO COMMENCEMENT OF WORK,FIELD VERIFY ALL EXISTING 17. CONTRACTOR SHALL BE RESPONSIBLE FOR,AND SHALL REMEDY,REPAIR,OR REPLACE - ACOUS PNL ACOUSTICAL PANEL EL EASEMENT LINE LDR LEADER SCHED SCHEDULE PROJECT CONDITIONS,INCLUDING DIMENSIONS AND UTILITY LOCATIONS AND UTILITY ANY FAULTY,IMPROPER OR INFERIOR WORKMANSHIP OR MATERIALS AND ANY RELATED Architecture/Development ADDM ADDENDUM E EAST LT LIGHT SCP SCUPPER SIZES. DAMAGE CAUSED BY THESES WHICH SHALL APPEAR WITHIN ONE(1)YEAR AFTER THE DETAIL NUMBER ADJ ADJACENT(ADJUSTABLE) EOS EDGE OF SLAB LTG LIGHTING SH SHELVING(SHELF) COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. REFER TO A\ SIM AGGR AGGREGATE ELAST ELASTOMERIC LF LINEAR FEET(FOOT) SDG SIDING FIELD CONFIRMATION OF DISCREPANCIES SHALL BE RECORDED ON A REPRODUCIBLE SPECIFICATIONS FOR WARRANTY REQUIREMENTS IN EXCESS OF ONE(1)YEAR. Amd. t WALL SECTION SYMBOL 14901 Quorum Drive DOCUMENT AND IMMEDIATELY TRANSMITTED TO ARCHITECT FOR PROJECT RECORD, =141 ALC AIR CONDITION ELEC ELECTRIC LIQ LIQUID SD SOAP DISPENSERSuite 300 ALT ALTERNATE EWC ELECTRIC WATER COOLER LVR LOUVER SC SOLID CORE COORDINATION,AND NECESSARY RESOLUTION PRIOR TO CONTINUING WITH WORK. IN ADDITION TO EQUIPMENT WARRANTIES,GC SHALL FURNISH OWNER A WRITTEN SHEET NUMBER Dallas,Texas 75254 ALUM ALUMINUM EWH ELECTRIC WATER HEATER LS LUMP SUM SND INS SOUND INSULATION GUARANTEE AGAINST LATENT AND PATENT DEFECTS IN MATERIALS AND WORKMANSHIP AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION EP ELECTRIC PANEL(PANEL BOARD) STG SOUND TRANSMISSION GLASS CONTRACTOR SHALL VERIFY,AND BE RESPONSIBLE FOR,ALL WORK AND MATERIALS- FOR ONE(1)YEAR. GUARANTEE SHALL INCLUDE REPAIR,DAMAGE TO,OR DETAIL NUMBER Ph: (972)239-8884 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ELEV ELEVATION S SOUTH INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. REPLACEMENT OF,ANY PART OF EQUIPMENT PROVIDED. Ail SIM Fax: (972)239-5054 APA AMERICAN PLYWOOD OCIE Y FOR TESTINGNIAN EMERNAM EMERGENCYNAMM - TERMS AND ABBREVIATIONS SPKR SPRINKL WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED SIZES;DO NOT SCALE 18. PIPES,CONDUITS,OR DUCTS EXCEEDING ONE THIRD OF THE SLAB OR MEMBER BUILDING SECTION SYMBOL ASTM AMERICAN SOCIETY FOR AND MATERIALS ENAM ENAMEL SPKLR SPRINKLER =141 ADA AMERICANS WITH DISABILITES ACT ENOL ENCLOSURE SPECIAL DRAWINGS TO DETERMINE ANY LOCATIONS. THE ARCHITECT SHALL BE NOTIFIED OF ANY THICKNESS SHALL NOT BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY SHEET NUMBER MH MANHOLE AMT AMOUNT ENGR ENGINEER MFR MANUFACTURED SQ SQUARE DISCREPANCIES,PRIOR TO CONTINUING WITH WORK. DETAILED. REFER TO MECHANICAL,ELECTRICAL,PLUMBING,AND STRUCTURAL DRAWINGS FOR LOCATION OF SLEEVES AND OTHER ACCESSORIES. , D or AHR ANCHOR EWA ENGINEERED WOOD ASSOCIATION MFR MANUFACTURER SF SQUARE FOOT(FEET) ALL DIMENSIONS ON PLANS ARE TO CENTERLINE OF WALLS AND COLUMNS AND FACE APPROX APPROXIMATE ENTR ENTRANCE MFR REC MANUFACTURER'S RECOMMENDATION SQ IN SQUARE INCHF. Aly E" ARCH ARCHITECT ENVIR ENVIRONMENT SQ YD SQUARE YARD OF FINISH(FOF)OR FACE OF MASONRY(FOM),UNLESS NOTED OTHERWISE. 19. ALL ELECTRICAL,MECHANICAL,AND PLUMBING WORK SHALL CONFORM TO THE MFG MANUFACTURING REQUIREMENTS OF ALL THE LEGALLY CONSTITUTED AUTHORITIES HAVING LEVEL 1 LEVEL DESIGNATION G NE ARCHITECT/ENGINEER EPA ENVIRONMENTAL PROTECTION AGENCY SST STAINLESS STEEL MO MASONRY OPENING 2. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF ALL APPLICABLE JURISDICTION. 0-0+� "; AWI ARCHITECTURAL WOODWORKING INSTITUTE EQ EQUAL STD STANDARD THE AMERICANS WITH DISABILITIES ACT,AS • • MATL MATERIAL BUILDING CODES,REFER TO PROJECT DATA, AD AREAH DRAIN EQUIPSC EQUIPMENT SS STEEL JOISTING SEAM WELL AS ALL OTHER LOCAL GOVERNING CODES AND ORDINANCES 20. ALL EQUIPMENT ON THE A&E DRAWINGS IS TO BE EXCLUDED FROM THE GENERAL tx,..;,:H - _ ! ` A��3 MAX MAXIMUM ASPH ASPHALT ESC ESCUTCHEON STL JST STEEL MECH MECHANICAL CONTRACT UNLESS OTHERWISE STATED. BACKING,ROUGH-INS,AND FINAL HOOK-UPS ABC ASSOCIATED BUILDERS AND CONTRACTORS EST ESTIMATE STL LNTL STEEL LINTEL MECH RM MECHANICAL ROOM 3. CONTRACTOR SHALL REPORT TO THE OWNER ANY ERRORS,OMISSIONS,OR ARE A PART OF THE GENERAL CONTRACT. ALL PLUMBING FIXTURE VACUUM BREAKERS DETAIL NUMBER SIM AGC ASSOCIATED GENERAL CONTRACTORS ETC ETCETERA STL PL STEEL PLATE `� MED MEDIUM INCONSISTENCIES HE MAY DISCOVER ON THE SPECIFICATIONS OR DRAWINGS. NECESSARY,PER LOCAL CODE REQUIREMENTS,ARE TO BE SUPPLIED WITH EQUIPMENT. AUTO AUTOMATIC EPDM ETHYLENE PROPYLENE DIENE MONOMER STOR STORAGE DETAIL CALLOUT MELR MELAMINE CONTRACTOR IS RESPONSIBLE FOR CORRECTING ANY ERROR AFTER THE START OF ELECTRICAL CONNECTIONS AND DISCONNECTS NECESSARY TO MEET LOCAL CODE A101r -, AVX AVEN L E EX EXHAUSE SD STORM DRAIN CONSTRUCTION,WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE OWNER, REQUIREMENTS WILL BE SUPPLIED WITH EQUIPMENT WITH FINAL HOOK-UPS ONLY BY '" # #'!f MBR MEMBER ,,,._.. -.. - ---�, - AVE AVENUE EXH EXHAUST SDMH STORM DRAIN MANHOLE SHEET NUMBER MEMS MEMBRANE AT THE CONTRACTOR'S EXPENSE. THE MEANS OF CORRECTING ANY ERROR SHALL CONTRACTOR. AVG AVERAGE EXH FN EXHAUST FAN SS STORM SEWERI ) AZ AZIMUTH EXIST EXISTING MWP MEMBRANE WATERPROOFING ST STREET FIRST BE APPROVED BY THE OWNER.ME METAL 21. CONTRACTOR SHALL PROVIDE BACKING FOR SUPPORT OF ALL WALL,CEILING,AND EXT LT EXIT DET SUP STRUCTURALUPLEM4. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER AND SECURED BY PARTITION MOUNTED ITEMS SUCH AS TABLE BRACKETS,LIGHT FIXTURES,ARTIFACTS, METF METAL FLASHING I I EPS EXPANDED POLYSTYRENE BOARD(INSULATION) MIRE MIRROR SUP SUPPLEMENTARY THE GENERAL CONTRACTOR. ALL OTHER REQUIRED PERMITS SHALL BE SECURED AND SHELVING,EQUIPMENT,AND TELEVISIONS. COORDINATE LOCATIONS AND B - TERMS AND ABBREVIATIONS EXP EXPANSION MMISCELLANEOUS SUSP CLG SUSPENDED CEILING PAID FOR BY THE CONTRACTOR OR SUBCONTRACTOR DIRECTLY RESPONSIBLE. REQUIREMENTS WITH THE PLUMBING,MECHANICAL,ELECTRICAL AND ARCHITECTURAL 1 1 EJ EXPANSION JOINT MODOD BIT MODIFIEDDIFIEDBITUMEN SYM SYMBOLQ EXTN EXTENSION SYMM SYMMETRICAL DRAWINGS AS WELL AS INTERIOR DESIGN CONSULTANT AND OWNER. I ) re ,� BDD BACKDRAFT DAMPER MLDG MOLDING(MOULDING) ALL REQUIRED CITY AND COUNTY LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE BFP BACKFLOW PREVENTER EXT EXTERIOR MS MOP SINK SYNTH SYNTHETIC W 0 � BM BEAM MTD MOUNTED EIFS EXTERIOR INSULATION AND FINISH SYSTEM SYS SYSTEM INDIVIDUAL TRADES. 22. CONTRACTOR SHALL VERIFY LOCATIONS OF EQUIPMENT AND COORDINATE LOCATIONS -- - - ------ OF FLOOR SINKS,FLOOR DRAINS,TROUGH DRAINS,SLAB DEPRESSIONS,RAISED CURBS, 2 �- XL EXTRA LARGERoom name (- BRG BEARING MULL MULLIONAREA TAG t� c� EXTRU EXTRUSION(EXTRUDED) ALL CONTRACTORS SHALL HAVE VALID CERTIFICATES OF WORKMAN'S COMPENSATION ELECTRICAL STUB-OUTS,PLUMBING STUB-OUTS,AND ALL OTHER WORK UNDER THE M W N BRG PL BEARING PLATE ON FILE WITH THE APPROPRIATE AGENCIES. INSURANCE REQUIREMENT MUST BE MET SCOPE OF RESPONSIBILITIES RELATED TO THIS EQUIPMENT. REFER TO EQUIPMENT ON 150 SF Crl0 U N BM BENCHMARK BLW BELOW T - TERMS AND ABBREVIATIONS PER LEASE AGREEMENT. A&E DRAWINGS FOR ADDITIONAL INFORMATION. N 2 � Q N. N - TERMS AND ABBREVIATIONS111 BITUM BITUMINOUS F TERMS AND ABBREVIATIONS TEL TELEPHONE 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING 23. PROVIDE ATTIC DRAFT STOPS AND VENTILATION IN CONFORMANCE WITH ALL CENTER LINE z O -A w o BD BOARD NBC NATIONAL BUILDING CODE TV TELEVISION UTILITIES,WHETHER SHOWN HEREIN OR NOT,AND TO PROTECT THEM FROM DAMAGE. APPLICABLE BUILDING CODES. u- F- -a F- BOT BOTTOM FOC FACE OF CONCRETE(FACE OF CURB) NEC NATIONAL ELECTRICAL CODE TEMP TEMPERATURE(TEMPERED) THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR THE REPAIR OR REPLACEMENT OF 1""' y- 0 n 011 BLVD BOULEVARD FOF FACE OF FINISH NFC NATIONAL FIRE CODE TMPD GL TEMPERED GLASS UTILITIES AND ALL OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH 24. ALL PAINT COLOR ANDIOR MATERIAL TRANSITIONS ARE TO OCCUR AT INSIDE CORNERS 1 Ref Q Q I N ftQ BRK BRICK FOS FACE OF SLAB(FACE OF STUD) NFPA NATIONAL FIRE PROTECTION ASSOCIATION TIGL TEMPERED INSULATED GLASS EXECUTION OF WORKELEVATION BRKT BRACKET FACIL FACILITY (UNLESS NOTED OTHERWISE). NUMBER Z 0 G NATURAL GAS TEMP TEMPORARY cr til Z BRCG BRACING FAX FACSIMILE (E.G. 5. COMPLETE SHOP DRAWINGS AND EQUIPMENT SUBMITTALS SHALL BE PROVIDED TO THE A101 1 ELEVATION VIEW KEYdmi H W h- BRDG BRIDGING FAS FASCIA NEG NEGATIVE TB XX TEST BORING XX EGTB-01) 6. CONTRACTOR SHALL PROVIDE TEMPORARY FIELD OFFICE,TELEPHONES,FAX MACHINE, BLD BUILDDFSTNRAFASTENER NOM NOMINAL THERM THERMAL TEMPORARY SECURITY FENCE,WATER,POWER,AND TOILET FACILITIES. COORDINATE ARCHITECT FOR REVIEW AND COMMENT PRIOR TO FABRICATION OR ORDERING OF ANY SHEET NUMBER Ce got N NORTH THK THICKNESS(THICK) LOCATIONS WITH ALL APPROPRIATE AGENCIES. FIELD OFFICE SHALL ALSO CONTAIN EQUIPMENT,FIXTURES,MATERIALS,OR ASSEMBLIES. 1 Ref (p co BLDG BUILDING FT FEET NA NOT APPLICABLE THRES THRESHOLD CURRENT COPIES OF ALL GOVERNING BUILDING CODES AND AMENDMENTS. (11) N BOCA BUILDING OFFICIALS AND CODE ADMINISTRATORS FRP FIBERGLASS REINFORCED PLASTIC NTS NOT TO SCALE THRU THROUGH OWNER'S REPRESENTATIVE OR ARCHITECT WILL REVIEW AND COMMENT ON ALL SHOP 'P' ASSOCIATION INTERNATIONAL FIN FINISH NIP NOTICE TO PROCEED TPD TOILET PAPER DISPENSER 7, CITY APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY DRAWINGS AND SAMPLES FOR CONFORMANCE WITH THE DESIGN INTENT OF THE REVISION TO DRAWING BP BUILDING PAPER FF FINISH FACE NO NUMBER TOL TOLERANCE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION. THE PROJECT ONLY. THE APPROVAL OF A SINGLE COMPONENT SHALL NOT INDICATE THE BLT BUILT FIN FLR FINISH FLOOR T&G TONGUE AND GROOVE CONTRACTOR SHALL ALSO MAINTAIN,IN GOOD CONDITION,ONE(1)COMPLETE SET OF APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. - BLKHD BULKHEAD FF EL FINISH FLOOR ELEVATION T&B TOP AND BOTTOM PLANS WITH ALL REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL FIN GR FINISH GRADEQ - TERMS AND ABBREVIATIONS TOB TOP OF BEAM TIMES. THESE ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT ALL SHOP DRAWINGS AND SUBMITTALS SHALL BE ROUTED THROUGH THE CONTRACTOR. 101 SPACE NUMBER / ROOM NAME FAAP FIRE ALARM ANNUNCIATOR PANEL TOG TOP OF CONCRETE NO DOCUMENTS SHALL BE SUBMITTED DIRECTLY TO THE ARCHITECT,OR TO THE _ - C - TERMS AND ABBREVIATIONS FE FIRE EXTINGUISHER OSHA OCCUPATIONAL SAFETY AND HEALTH TOC TOP OF CURB 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE ARCHITECTS CONSULTANTS. WHEN SHOP DRAWINGS INVOLVE MANUFACTURER'S DATA Room name - F FR FIRE RESISTANT ADMINISTRATION -IFF TOP OF FINISH FLOOR WHILE JOB IS IN PROGRESS UNTIL WORK IS COMPLETE. OR MATERIAL LIST,SUBMIT A MINIMUM OF FIVE COPIES FOR REVIEW AND COMMENT. CAB CABINET FRTW FIRE RETARDANT TREATED WOOD OCC OCCUPY(OCCUPANCY) TO FDN TOP OF FOUNDATION CTV CABLE TELEVISION FIXT FIXTURE OC ON CENTER TOE TOP OF FRAME(INS) 9. CONTRACTOR SHALL MAINTAIN THE JOB SITE IN A CLEAN AND ORDERLY MANNER. ALL 26. EXTERIOR OPENINGS SHALL COMPLY WITH ALL SECURITY REQUIREMENTS AS OUTLINED - . _,, _ _ �'a R CAN CANOPY FLASH FLASHING OPNG OPENING TOJ TOP OF JOIST DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT I BROOM- IN ALL LOCAL BUILDING CODES AND ORDINANCES. COLUMN REFERENCE - ; ' CANV CANVAS FLEX FLEXIBLE OPP OPPOSITE TOM TOP OF MASONRY CLEAN CONDITION AT ALL TIMES. CONTRACTOR SHALL LOCATE AND MAINTAIN A TRASH ID _ ___ , ,,„..r. CPT CARPET FLR FLOOR OPH OPPOSITE HAND TOP TOP OF PARAPET(TOP OF PAVEMENT) BIN AT THE SITE. SUCH BIN SHALL BE OF ADEQUATE DIMENSION TO KEEP SITE CLEAN AT 27. ACCURATE AS-BUILT DRAWINGS SHALL BE GENERATED BY CONTRACTOR DURING DESIGNATION CO CASED OPENING(CLEAN OUT) FAR FLOOR AREA RATIO ORIG ORIGINAL TOS TOP OF SLAB(TOP OF STEEL) ALL TIMES. DUST RESULTING FROM SALVAGE,DEMOLITION AND REMOVAL WORK SHALL CONSTRUCTION AND SUBMITTED TO OWNER UPON COMPLETION OF FINAL PUNCH LIST, - CLG CEILING FCO FLOOR CLEAN OUT OZ OUNCE TOT TOP OF TRUSS BE CONTROLLED TO PREVENT THE IMPOSITION OF A NUISANCE OR HAZARDOUS BUT PRIOR TO REQUEST FOR FINAL PAYMENT. WITHIN TWO WEEKS AFTER C.O.IS DOOR DESIGNATION CLG HT CEILING HEIGHT FD FLOOR DRAIN OD OUTSIDE DIAMETER TOPO TOPOGRAPHY CONDITION TO THE ADJOINING PORTION OF THE PROJECT. THE USE OF WATER WILL ACQUIRED. CEM CEMENT FIR FIN FLOOR FINISH OA OVERALL TD TOWEL DISPENSER NOT BE PERMITTED WHEN SUCH USE WOULD RESULT IN HAZARDOUS,OR OTHERWISE@4--..z__---- T. ,- - - CTR CENTER FLUOR FLUORESCENT OFD OVERFLOW DRAIN XFER TRANSFER OBJECTIONABLE CONDITIONS. 28. FOUR(4)SETS OF EQUIPMENT OPERATING AND MAINTENANCE MANUALS SHALL BE CER CERAMIC FT FOOT ORD OVERFLOW ROOF DRAIN XFMR TRANSFORMER SUBMITTED TO THE OWNER UPON COMPLETION OF PROJECT,BUT PRIOR TO REQUEST O WINDOW DESIGNATION - _ 1_� _ FTG FOOTING CT CERAMIC TILE OF/CI OWNER FURNISHED/CONTRACTOR TRANS TRANSPARENT 10. CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN ACCORDANCE WITH ALL FOR FINAL PAYMENT. WITHIN TWO WEEKS AFTER C.O.IS ACQUIRED. CTB CERAMIC TILE BASE FDTN FOUNDATION OF/01 INSTALLED OWNER FUNISHED/OWNER T TREAD APPLICABLE BUILDING CODES. CTI CERAMIC TILE INSTITUTE OF AMERICA FR FRAME(FRAMED)(FRAMING) INSTALLED TRTD TREATED 29. CONTRACTOR SHALL NOT ALLOW ANY PERSON TO DESCENT INTO ANY TRENCH OR 1i FURNITURE DESIGNATION CO CERTIFICATE OF OCCUPANCY FRWY FREEWAY TD TRENCH DRAIN 11. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF HOLE,OR CREATE ANY SUCH EXCAVATIONS,WITHOUT THE PRIOR APPROVAL OF DO NOT SCALE DRAWINGS CHFR CHAMFER FS FULL SCALE TN TRUE NORTH THE OCCUPANTS AND WORKERS AT ALL TIMES. BUILDING DEPARTMENT AS WELL AS ALL OTHER AGENCIES HAVING JURISDICTION. CONTRACTOR TO VERIFY C CHANNEL FURN FURNISH P - TERMS AND ABBREVIATIONS TS TUBE STEEL ® WALL TYPE TAG ALL EXISTING CONDITIONS AND CHK CHECK FF&E FURNITURE,FIXTURE,AND EQUIPMENT TRNBKL TURNBUCKLE CONTRACTOR SHALL PROVIDE REQUIRED PROTECTION INCLUDING,BUT NOT LIMITED TO, 30. VERIFY FIRE EXTINGUISHER REQUIREMENTS AND LOCATIONS WITH FIRE MARSHAL AND CKT CIRCUIT PNT PAINT TYP TYPICAL SHORING,BRACING,AND ALL OTHER SUPPORTS(INCLUDING ENGINEERING OF OWNER'S REPRESENTATIVE. DIMENSIONS-NOTIFY ARCHITECT CKT BRKR CIRCUIT BREAKER PR PAIR SYSTEMS)NECESSARY TO MAINTAIN OVERALL STRUCTURAL INTEGRITY OF THE -DRAWING TITLE OF ANY DISCREPANCIES PRIOR Y CLASS CLASSIFICATION G - TERMS AND ABBREVIATIONS PNL PANEL BUILDING. 31. CONTRACTOR SHALL SEAL ALL GAPS,HOLES,AND CRACKS 1N BUILDING CONSTRUCTION View/ N a e TO BEGINNING CONSTRUCTION U - TERMS AND ABBREVIATIONS CLR CLEAR PAR PARALLEL AS REQUIRED TO CONTROL INFILTRATION OF INSECTS. Y CLT CLEATE GA GAGE PARPT PARAPET ALL DEMOLITION AND CUTTING SHALL BE PERFORMED IN A MANNER AND BY METHODS el SCALE: 1/8" _- 1'-0" CW CLOCKWISE GAL GALLON PRKG PARKING UL UNDERWRITERS LABORATORIES WHICH ENSURE AGAINST DAMAGE TO EXISTING WORK. 32. CONTRACTOR SHALL INSTRUCT SUBCONTRACTORS TO CAREFULLY REVIEW THE NO 'REVISION CONSTRUCTION DOCUMENTS IN THEIR ENTIRETY. INFORMATION REGARDING COMPLETE COL COLUMN GALV GALVANIZED PKWY PARKWAY UBC UNIFORM BUILDING CODE DRAWING SCALE CO COMPANY GEN GENERAL PTN PARTITION UFC UNIFORM FIRE CODE 12. INTERIOR WALL AND CEILING FINISHES SHALL NOT EXCEED FLAME SPREAD WORK OF SPECIFIC TRADES AND SUB-TRADES IS DISPERSED THROUGHOUT THE CONG CONCRETE GEN COND GENERAL CONDITIONS PAT PATTERN UMC UNIFORM MECHANICAL CODE CLASSIFICATIONS DICTATED BY ALL APPLICABLE BUILDING CODES. DRAWINGS AND SPECIFICATIONS AD CANNOT BE DETERMINED BY REFERENCE TO CMU CONCRETE MASONRY UNIT GC GENERAL CONTRACTOR PVG PAVING UPC UNIFORM PLUMBING CODE ANYTHING OTHER THAN COMPLETE SETS OF DOCUMENTS. DRAWING NUMBER CNDS CONDENSATE GL GLASS D PENNY(NAIL) UNO UNLESS NOTED OTHERWISE 13. NO STRUCTURAL MEMBERS SHALL BE CUT TO ACCEPT PIPES,VENTS,DUCTS,OR OTHER CONDN CONDENSATION GFRG GLASS FIBER REINFORCED CONCRETE PERP PERPENDICULAR UON UNLESS OTHERWISE NOTED PENETRATIONS,EXCEPT AS DETAILED OR SPECIFIED HEREIN. 33. NOTHING IN THESE DOCUMENTS IS TO BE INTERPRETED AS RELIEVING THE COND CONDITION(S) PH PHASE UR URINAL GLU LAM GLUED LAMINATED WOOD CONTRACTOR OF SOLE RESPONSIBILITY FOR THE METHODS AND MEANS OF CND CONDUIT GB GRAB BAR PC PIECE UTIL UTILITY 14. GYPSUM BOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO ALL LOCAL CONSTRUCTION,AS WELL AS SAFETY AT THE JOB SITE. CONSTR CONSTRUCTION SR BM GRADE BEAM PLAS PLASTER J PLASTIC GOVERNING BUILDING CODES AND ORDINANCES CD CONSTRUCTION DOCUMENTS GRAN GRANITE PLAM PLASTIC LAMINATE 34. CONTRACTOR TO STORE OWNER SUPPLIED ITEMS AND PROTECT FROM DAMAGE OR CJ CONSTRUCTION JOINT GROM GROMMET PLBG PLUMBING V - TERMS AND ABBREVIATIONS 15. ALL GLASS AND GLAZING SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES AS LOSS. CSI CONSTRUCTION SPECIFICATIONS INSTITUTE GFCI GROUND FAULT CIRCUIT INTERRUPTER PLYWD PLYWOOD WELL AS THE U.S.CONSUMER PRODUCT SAFETY COMMISSION,SAFETY STANDARDS FOR CONSULT CONSULTANT GYP GYPSUM LB POUND VAR VARIATION(VERIFY)(VARIES) ARCHITECTURAL GLAZING MATERIALS(47 FR,13516 TITLE NO. 16,CHAPTER 11,PART CONT CONTINUE GYP BD GYPSUM BOARD PWR POWER1201. VNR VENEER CONTR CONTRACT PREFAB PREFABRICATE VP VENEER PLASTER CD CONTRACT DOCUMENTS PT PRESSURE TREATED VENT VENTILATION 16. CONTRACTOR SHALL ASSIST OWNER IN OBTAINING FINAL APPROVAL OF LOCAL CONTR CONTRACTOR H - TERMS AND ABBREVIATIONS PROJ PROJECT VERT VERTICAL JURISDICTION AND THE TEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY. ISSUE . CJ CONTROL JOINT PROP PROPERTY VEST VESTIBULE CNR CORNER HO HAND DRYER PL PROPERTY LINE VCT VINYL COMPOSITION TILE CG CORNER GUARD HC HANDICAP PB PULL BOX VWC VINYL WALL COVERING COOR CORRIDOR(CORRUGATED) HNDRL HANDRAIL PS PULL STATION VOLT VOLTAGE CNTR COUNTER HGR HANGER CCW COUNTERCLOCKWISE HDW HARDWARE CFLG COUNTER FLASHING HDR HEADER Q - TERMS AND ABBREVIATIONS C&G CURB AND GUTTER NW HEAVY W - TERMS AND ABBREVIATIONS - CUR CURRENT HT HEIGHT QC QUALITY CONTROL HWY HIGHWAY QCR QUALITY CONTROL REVIEW WWAINSCOT HO HOLD OPEN QTY QUANTITY WCO WALLCLEANOUTT WC WATER D - TERMS AND ABBREVIATIONS HLDN HOLDDOWNHEAT QT QUARRY TILE ER HM HOLLOW METAL WH WATER HEATER DMPR DAMPER HORIZ HORIZONTAL WP WATERPROOFING(WEATHERPROOF) f-- DAT DAT DATUM HB HOSE BIBB WEATHERSTRIPN .• dB DECIBEL HW HOT WATER R - TERMS AND ABBREVIATIONS WT WEIGHT r` D DEEP HYD HYDRANT R RADIUS WWF WELDED WIRE FABRIC DEF DEFINITION REC RECESSED VIt4�IM WELDED WIRE MESH DFLCT DEFLECTION REFL REFLECT(ED) WW WEST Lo-. F_- DEG DEGREE I - TERMS AND ABBREVIATIONS RCP REFLECTED CEILING PLAN WGL WINDOW IRE GLASS rtrt DEMO DEMOLITION REBAR REINFORCING STEEL BARS DEPT DEPARTMENT ID IDENTIFICATION RFI REQUEST FOR INFORMATION W/ WITH EL W DSGN DESIGN ILIUM ILLUMINATION REQ REQUIRE EN W/O WITHOUT DET DETAIL INCAND INCANDESCENT REQD REQUIRED WO WOOOOD O DAG DIAGONAL ID INSIDE DIAMETER(INSIDE DIMENSION) RESIL RESILIENT u_ DIADIAMETER INSTL INSTALL RB RESILIENT BASE Lu DIFF DIFFERENCE(DIFFUSER) IGL INSULATED GLASS REST REST ROOM D DIM DIMENSION INSUL INSULATION COc RVL REVEAL INT INTERIOR RA RETURN AIR DMR DIMMER DC DIRECT CURRENT IBC INTERNATIONAL BUILDING CODE REV REVISION DIR DIRECTION INV INVERT ROW RIGHT OF WAY PROJECT NUMBER OW DISHWASHER RGD INS RIGID INSULATION, SOLID DISP DISPENSER RD ROAD DIST DISTANCE J -TERMS AND ABBREVIATIONS RM ROOM 60534 DISTR PNL DISTRIBUTION PANEL RFG ROOFING DOG DOCUMENT JAN JANITOR RO ROUGH OPENING DR DOOR J-BOX J-BOX RS ROUGH SAWN DR FR DOOR FRAME JST JOIST RND ROUND SHEET NUMBER DBL DOUBLE XXH DOUBLE EXTRA HEAVY DS DOWN SPOUT K - TERMS AND ABBREVIATIONS DWR DRAWER DWG DRAWING KES KITCHEN EQUIPMENT SUPPLIER / kO 1 OF DRINKING FOUNTAIN KIT KITCHEN DX DUPLEX DX OUT DUPLEX OUTLET DATE OF THIS PRINTING 51161201710:10:05 AM ..:3- A401 1 h.Sit ‘`MihNNX. .. . \Nak,N1lat. ‘ZW-r,- , GH A 109 � I m ® WALL TYPE SCHEDULE Architecture/Development EXISTING FIRE RISER I II ' 10' 5118" i `5718" TYPE DESCRIPTION `� A EXISTING 1 HR RATED DEMISING WALL PER UL-U419. 6"20 14901 Quorum Drive EXISTING DOOR I GA METAL STUDS FROM FLOOR TO DECK @ 16" O.C. WITH Suite 300 &HARDWARE I i 5/8"TYPE X GYPSUM BOTH SIDES, 3"MINERAL WOOL OR Dallas, Texas 75254 TO REMAIN I \ FIBER INSULATION, FIRE TAPE JOINTS& FIRE CAULK I OPENINGS AT DECK. REF DTL 08/A402 Ph: (972) 239-8884 J __ 9' 1314" Al 3 5/8" 18 GA METAL STUDS FROM FLOOR TO DECK @ 16" Fax: (972) 239-5054 :` O.C. WITH TWO (2) LAYERS OF 5/8" GYPSUM ON TENANT B I \ SIDE & 1"AIR GAP ON OPPOSITE SIDE. 3" MINERAL WOOL � I OR FIBER INSULATION, SOUND TAPE JOINTS, SOUND CAULK OPENINGS AT DECK. REF DTL 08/A402. r EXISTING DOOR TO I € '0 „ I REMAIN.ADD NEW —PATCH&REPAIR EXISTING i B 3 5/8" METAL STUDS © 16" D.C. WITH 5/8" GYPSUM BOTH • OPAQUE"BLACK WALL TO LIKE NEW FINISH. 1 SIDES TO DECK WITH BATT INS FULL DEPTH OF STUD. F. A' ! EW OUT'FILM TO INSIDE MATCH ADJACENTNEW 61 6" METAL STUDS @ 16" O.C. WITH 5/8" GYPSUM BOTH SIDES G FACE WALLS.FIRE SEAL ALL 1 \ TO DECK WITH BATT INS FULL DEPTH OF STUD. - .-� PENETRATIONS X 33-6 B2 3 5/8"METAL STUDS @ 16" O.C. TO DECK WITH 5/8" GYPSUM • - ,� t 111 . ON ONE SIDE WITH BATT INS FULL DEPTH OF STUD. tfHe i AS NEW OPAQUE"BLACK 5 p' 1'-311�" ` C 3 518" METAL STUDS @ 16" O.C. WITH 5/8" GYPSUM TO 6" - 1� �' OUT FILM OVER EXISTING R`3 I � ABOVE CEILING ON BOTH SIDES. \ STOREFRONT i Cl 6" METAL STUDS @ 16"O.C. WITH 5/8" GYPSUM TO 6"ABOVE '0 ' 1 Y �^^� CEILING ON BOTH SIDES. I'Ir�l ( Cult I I I ` C2 3 518" METAL STUDS @ 16" 0 C. WITH 5/8" GYPSUM TO 6" rBill I I ABOVE CEILING ON ONE SIDE. I I ` C3 6"METAL STUDS @ 16" O.C- WITH5/58/.8,'G'GYPSUM T006.6."ABOVE I i ` CEILING ON ONE SIDE. ZO I \ D 2" METAL FURRING STUDS WITH YPSUM TABOVE ( I ` CEILING ON ONE SIDE. oE {2) 3 518" METAL STUDS @ 16"O.C. WITH 5/8" GYPSUM TO 6" i QAl i wABOVE CEILING BOTH SIDES. REF DTL 16/A402W 0E1 3 518" METAL STUDS @ 16" O.C. WITW 5/8" GYPSUM TD 6" <IC �,, Z }ki I I in ABOVE CEILING BOTH SIDES. REF DTL 161A402 WfX N`� F 1 5/8" METAL FURRING STUDS WITH 5!8"GYPSUM TO 6" CO .0 �} W ti�, ABOVE CEILING ON ONE SIDE N z lL Q 11.4112" B I L LOW WALL CONST 3 5/8" METAL STUDS © 8" 0.C. WITH 5/8" LLI N ao ,,- Si GYPSUM BOTH SIDES. REF DTL 5/A402 r.?1. Q -.I H ce O i 1 ` WALL TYPE NOTES: J - >~„ 0 N 1. ALL WALLS EXTENDING TO DECK UTILIZE A SLIP TRACK TO ALLOW FORA MINIMUM Z OF 3/4"VERTICAL MOVEMENT. iJJ 2 III I \ I- Wu) F- I ` 07 I ` 2. AT ALL WALL TYPES,PROVIDE TILE BACKER BOARD WHERE WET WALLS OCCUR. 0>MI BACKER BOARD SHALL BE HEIGHT OF TILE FINISH SHOWN ON ELEVATIONS C7 op I EXERCISE ROOM I CI) N NEW OPAQUE"BLACK I ` 3. ALL WALLS RECEIVING GRAPHICS,AS SHOWN ON A112,SHALL RECEIVE LEVEL 5 I I OUT'FIRnNT E46ST1NG N I , FINISH.ALL OTHER WALLS SHOULD RECEIVE LEVEL 4 SMOOTH FINISH,TO BE ,,, ! 7 I DETERMINED IN FIELD BY CM. LU m I I 1 4. ALL WALLS EXTENDING ABOVE 13'-0"SHALL BE FRAMED WITH 18 GA METAL cr.L I FRAMING. WELD HUT i ' A h' ` ' EXISTING DOOR ' REMOVE�AND / R 36 Illp i 5. WALLS AT MOP SINK TO RECEIVE FRP, REFER TO INTERIOR ELEVATIONS. BLANK HARDWARE .0„ 3'_6” I Q m 1 -31/2"I59' 11 51$"(FIELD VERIFY) • m IIf r 718" 36'-2318' 9'-3" 4'-1" 4'-1" 4'-1" 5114" LU I \ 108 ;1 L 1'-01;4" HOLD CLEAR I HOLD CLEAR I HOLD CLEAR I J SET ` a A 47/8" 7/8" f o \v N B ' 1 \ ` � ° A403 A401 GENERAL NOTES: �- I .. i n6, \ \. \-\\ \\o \ \ \\\\\\\�4 .\� 1 NIX ►&�\\�\\�la�.�\\\\\\Obi o I ` II --.--. . ---•...__-_ r,,,___",o._,,, I 1. PROVIDE(1)ONE FIRE EXTINGUISHER PER 3,000 SF,VERIFY WITH LOCAL FIRE I \ \ /I I `=T_� I=i """ �' ,`r "` '—. n I m m © m I MARSHAL FOR TYPE AND FINIAL LdCATIONS PRIOR TO INSTALLATION. 7m� mpv4 I A? m 2. REFER TO KEY PLANS FOR INTERIOR ELEVATION KEYS ON INTERIOR -- — ri m C4) `® m • m m . 5'' — \ I ELEVATION SHEETS DO NOT SCALE DRAWINGS I \ : ,I I Pell _ i CONTRACTOR TO VERIFY io . 10" 6'-4" R O. 10'-7 118" 3'-11 112"A3'-4"R.O. 3'-1 5r8"1 B1 0 .!/A � c I 3. ALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED TYPICAL. `� a 114° li I � I ;■ � I! 1 � 1U3 I_ � ,: ALL EXISTING CONDITIONS AND C � Q I LAUNDRY 1 UTI ITY 1'_4 518 1 4. INTEPoORFRAMINGTOBEMIN 22 GAMETALFRAMINGAT16"OCUNLESS NOTED DIMENSIONS-NOTIFY ARCHITECT - ® m ; OTHERW4SE.ALLFRAMINGTOBE3518"METAL FRAMINGUNLESSNOTEDOF ANY DISCREPANCIES PRIOR B 1m / OTHERWISE.IF APPLICABLE.REFER TO STRUCTURAL NOTES FOR ADDITIONALiii _ L — — — — _ — _ — m \ / - EXISTING FRAMING INFORMATION. TO BEGINNING CONSTRUCTION az, _ ENTRY DOOR 1 0 ! ►� — I Iwi€ I / 1 / ( - - .s - I \ - TO REMAIN 5. GC TO INSULATE BEHIND ALL PLUBMING IN EXTERIOR WALLS TYPICAL - - - _ IIII B I \ -- - / ' \ - I m --•_ 6. ALL DIMENSIONS TO FACE OF FINISH UNLESS NOTED OTHERWISE. NO I REVISION ,)05 l LOCKI RS REF LOCKEkS REF .�U4 + I I ._ d il PREFABRICATED MW01 MW41 En 0 MILLWORK 7. INTERIOR"HOLD"OR"CLEAR"DIMENSIONS ARE FINISH DIMENSIONS, PREFABRICATED I — __ __ ' I \ •- ', MILLWORK I I �N S RESTRQOM - - W�MEN S RESTROOM © I \ / RECEPTION 8. REFER TO ELETRICAL DRAWINGS FOR OUTLET HEIGHTS USE G.F.I.OUTLETS COMMUNITY / II 11-11111-11 MEIN Q --- N / 'I m DESK REF 1111 j WHERE REQUIRED BY CODE. ROOM BAR REF MW0 0 9. REFER TO OWNER'S VENDOR FOR INTERIOR SIGNAGE SCOPE. — MW01 1 .. 1 w El 'I OB / I — I m O LI 10, ALL INTERIOR DOOR FRAMES SHALL BE SET AT 4"FROM ADJACENT COMMUNITY / \ I O O I I WH 1 1 PERPENDICULAR PARTITION UNLESS NOTED OTHERWISE OR DIMENSIONED. LOCKERS REF % I _ Q , I I ( w I ,�� .` i N 11. CONTRACTOR SHALL PERFORM SITE VISIT&VERIFY ALL EXISTING CODITIONS MW01 I i — m n I_ I BEFORE PROVIDING PRICING&PRIOR TO ANY CONSTRUCTION.CONTRACTOR . ill Q G o L 0 � LOBBY SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THESE DRAWINGS �' BENCH `� / [1:1D © m PREFABRICATED AND EXISTING SITE CONDITIONS IMMEDIATELY UPON DISCOVERY AND SHALL ■ III . ice - MILLWORK EXISTING OBTAIN WRITTEN DIRECTION BEFORE COMMENCING CONSTRUCTION OF ANY I �lNV i RECEPTION STOREFRONT ITEMS IN QUESTION. IIII, ® E. M1ANC0K BAR REF TO REMAIN 12. GC TO ENSURE 2°/°SLOPE TO DRAIN AT ALL SHOWERS. ISSUE 28 -45/8" _ — 15' 4 518" 4' 9 318" 16' 3 718" WALL MOUNTED CHI=1 K 13. EXISTING GREASE TRAP!INTERCEPTOR TO BE CLEANED AND INFILLED AS �! —. PREFABRICATED TABLETS MOUNTED @ REQUIRED BY LOCAL CODE. r. • ADA BENCH(42 WIDE X20" _ MILLWORK AFF 102 SHOE CUBBY LOCKERS REF DEEP X 18"HIGH) `Q REF MW01 MW°1 I HALLWAY --- - -- - - - -- - - -- -- � m m m ® Al � m �■��I�� , _ __ _ _ I . E ►i E LEGEND : k = \\\ .\ . . 2 \,,,,,x , ,.I - ___ •. +10 \4REFER TO A001 FOR SYMBOLS KEY&LEGEND WELD \ m SHUT "' A A INSTALL 2"X4'H STA#NLESS STEEL CORNER ,' EXISTING GUARDS AT ALL HALLWAY AND COMMUNITY 111 \ I NEW WALL PARTION DOOR \ ROOM OUTSIDE CORNERS. 3'•3" 3.-3" 3'-6112" / LOW WALL REF.TO DETAIL `n 4114" 28'-45/8" 13`-41/8" 18'-10" 13 -41/S' 5" 13 -7" I- A F_ 88'-8"(FIELD VERIFY) A .\\\\\\\\\\\\ \\\; EXISTING WALLS TO REMAIN W a_ iY 0 W D (I) PROJECT NUMBER 0166534 SHEET NUMBER A161 0 FLOOR PLAN SCALE: 114" = 1'-0" DATE OF THIS PRINTING 5/1612017 10:10:13 AM MATERIAL 1 FINISH SCHEDULE GH A \\� \\\\\\\\\\\\\\ _ \�.�\\\\\`\ \\ FINISH DESCRIPTION -- _.y BASES B 1 DISTRIBUTER:NATIONAL CUSTOM INC. Architecture/Development THIN SET CONTACT'DANIEL ILE(770)-441-1660 EXT.211 . . . . . . ... I! ` ' EMAIL:DILE@NATLCUSTOM.COM ki, \ \ \"\�\~\�\\\ \ MANUFACTURER:ROPPE � `il � PRODUCT:4"COVE BASE-700 SERIES 14901 Quorum Drive -' ® y ' TILE Suite 300 COLOR:CHARCOAL#123 "Al . j�� lil ` CEILINGS 1 GYP/WALL COVERING Dallas, Texas 75254 /!� , ACT-1 2x2 ACOUSTICAL SUSPENDED CEILING Ph: (972) 239-8884 !A601 \ I \ WP MEMBRANE FULL GRID:STANDARD 15!16"STEEL-WHITE FINISH Fax: (972) 239-5054 __ \tit. h �, z HEIGHT OF WALL SHALL BE TILES:ARMSTRONG FINE FISSURED TEGULAR(OR APPROVED EQUAL) WHITE , ti.. \ LATICRETE 9235 FINISH.CENTER GRID IN SPACE OR AS SHOWN. THIN-SET ACT-2 2'x2'ACOUSTICAL SUSPENDED CEILING �- �"', GRID:STANDARD 15116"STEEL WHITE FINISH �j 1 TILE BACKER BOARD TILES:ARMSTRONG ULTIMA HEALTH ZONE SQUARE LAY IN(OR APPROVED 4 I 4:`T i _....A BEHIND ALL TILE EQUAL)-WHITE FINISH.CENTER GRID IN SPACE OR AS SHOWN. � F. ' rti i ACT 3 2'x2'ACOUSTIC SUSPENDED CEILING , '• ['1 i • w I GRID:STANDARD 15/16"STEEL-BLACK FINISH t, ""I vwi TILE TILES:ARMSTRONG FINE FISSURED(OR APPROVED EQUAL)-BLACK FINISH. • • • `: �"-� CENTER GRID IN SPACE PAINT ALL MECHANICAL EQUIPMENTI DIFFUSERS BLACK. }{ } 0 IP go ' • • GYP-1 PAINTED GYPSUM BOARD CEILING ��G` ' _ TILE-SEE FLR FIN PLAN TOLOURE ORANGECEILING P E BRIGHT WHITE * * 0,.., SLAT 1 DISTRIBUTOR:NATIONAL CUSTOM INC. ;; ; r 4.:_,:a I ! SLOPE TO DRAIN CONTACT:DANIEL ILE(770)441 1660 EXT 211 ,Y I \ ` _ EMAIL:DILE@NATLCUSTOM.COM • ALUMINUM SLAT WALL WITH FRENCH CLEAT HORIZONTAL MEMBRANE MANUFACTURER: MAN5IER.COLOR BRITS TYPICAL SHOWER WALL @OWER&24'BEYOND NH:SATIN SLATSIZE:4'WX4"H jj ` WC-1 DISTRIBUTOR:NATIONAL CUSTOM INC. CI CONTACT:DANIEL ILE(770)441-1660 EXT 211 re CI WATERPROOFING DETAIL EMAIL:DILE@NATLCUS70M COMre 0 • , 0 SCALE: 3" — 1I-0" EMAIL: WALL COVERING STYLE NUMBER:800J7 iii X �' Z STYLE NAME:CYCLERS 1111:14MI 0 U Li- X N COLOR NUMBER:00504 = Z W 1� COLOR NAME PEDAL Cl) U- f LAMINATE U.,1 2 O --� W O 7"AFF ® L 1 C. CONTACT:DANIBUTOR:IEL ILOE(770)441-1660 NAL CUSTOM NEXT.211 J t^ }. 0 = ❑ • EMAIL:DILE@NATLGUSTOM COM Q < V Q I ` MANUFACTURER:All DECORATIVE LAMINATES 0Z cn 0 ® ! ' PRODUCT:MIRRORFLEX 4'x8'SHEETS w Z INII 7'AFF W i ~ I �': PATTERN:GOBI H W � T---, • >I.\ FINISH:ARGENT SILVER • L-2 DISTRIBUTOR:NATIONAL CUSTOM INC. (7 co CONTACT:DANIEL ILE(770)441.1660 EXT.211 C•11) 0"AFF • \ EMAIL:DILEC)a NATLCUSTOM.COM • ` MANUFACTURER.ARPA Vir COLOR:0561,ROSSO DEVIL(RED),HIGH GLOSS ��/� , PRODUCT:HIGH DENSITY LAMINATE SPECIFICALLY FOR FURNITURE FABRICATION L-3 MANUFACTURER:FORMICA COLOR:949,WHITE PRODUCT:PLASTIC LAMINATE L-4 MANUFACTURER NEVAMAR COLOR:560546 TEXTURED,WROUGHT IRON PRODUCT:PLASTIC LAMINATE m ..:.; : FLOOR FINISHES/TILE F-1 DISTRIBUTOR:NATIONAL CUSTOM INC. LII ® ® CONTACT:DANIEL ILE(770)441-1660 EXT.211 J EMAIL:DILE@NATLCUSTOM.COM SLOPE TO SLOPE TO PRODUCT:12"x24"FLOOR TILE `` DRAIN IN DRAIN IN I NOTE:SALES!CHECK IN,LOBBY SHOWER SHOWER I COLOR:BASALT >-- STALL STALL � INSTALLATION:113 RUNNING BOND IN DIRECTION SHOWN ON PLANS •• ® �, . xxx. . 1. ��` .,N., �� xxxxx. �� x COLOR:__x�� I `�xx NsN. ��N��N��r��.NNN`��,� GROUT:TEC U rrrra�rrrrr !!L 11!: l''' '==7 ii�i�nii� rr��r� f t r`. - ' •° n ,1 ! GROUT NOTE,USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED 11 I �---� .rr..rr....• .....+.. rrrrMEM MIIIMMhi +r u..i.= T�"r •a� { D . '. . II '� I WITH CEMENT BASED GROUT)IN PLACE OF WATER, I lik ■r.■.n..r.: •......■ I MN ruu.Mr t-0 • , . 'i ......••...� . ...... ! �.......MM .•....w�.� I _ °•' " ''°. .•-• F-2 NOT USED DO NOT SCALE DRAWINGS ;;;■,■■■■;' `� J '!.U...■;■!■■ �i;:f:� .; �: •�•' _ •° III F-3 DISTRIBUTOR:NATIONAL CUSTOM INC. CONTRACTOR TO VERIFY \\ , - -- ��' °; • , •'', • e• I CONTACT:DANIEL ILE(770)441-1660 EXT.211 ALL EXISTING CONDITIONS AND \/ I f I �` �- : �'_ a EMAIL:DILE@NATLCUSTOM.COM DIMENSIONS-NOTIFY ARCHITECT I i�� , I I J °•_.=.'_p I ::::::GoE2"MESHMOUNTED MOSAIC TILE ■� `� k OF ANYDISCREPANCIESPRIOR ,, , Imo. MO E= —_ I A601 '•01 � -' ': = - : R FLOOR TILE\or NII - DARK GREY TO BEGINNING CONSTRUCTION _. .T.._ 1 1..-. . _ a 2 TYf', CI_�fIL'ED.VV�1i $ GROUT SPECTRALOCK . EI _ ; ° '• . ••11111 . .''•; - , : . .;. I COLOR:45,RAVEN ' I! ::. s : : ` ;: - GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED NO 'REVISION al I F 1 r _-® 4..'. .. : ' �, '� -: '� �II Wi H CEMENT BASED GROUT)IN PLACE OF WATER. c-C • , r.o� F 4 DISTRIBUTOR:NATIONAL CUSTOM INC. I y 11E111•¢ -w.Q le .i CONTACT DANIEL ILE(770)441 1660 EXT.211 l I I I __ !___ __ - I 1 °. • • " ; I III! PRODUCT:WALL TILE 4x16"COM I — -1 4 — NOTE:SHOWER WALL TILE I• I 20 1 ---- i • - •f r, `' I �� I Illk COLOR:ARCTIC WHITE(MATTE FINISH) INSTALLATION:STACKED PATTERN *'a; 'r. _ GROUT:TEC I: 20 y 4•",-' • COLOR:#908 DOVE GRAY. 1/16"SPACING BETWEEN TILES A601 ` I I :�; , ' ;' ' • GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED ET l •-" ° ill11111 WITH CEMENT BASED GROUT)IN PLACE OF WATER. . I J _________1... . - _, ;I 4 - IIMIIIII MI F-5 DISTRIBUTOR:NATIONAL CUSTOM INC 1 _ -- -- I ._� --.--_ :; - _■ _.. . r CONTACT:DANIEL ILE(770)441-1660 EXT.241 EMAIL:DILE@NATLCUSTOM COM MANUFACTURER:LONSEAL(VINYL FLOORING) ISSUE lik 16 NOTE:COMMUNITY ROOM&THEATER A601 20 ® A204 PRODUCT:LONPEARL 6'x60'ROLL W/HD PLUS SEALER COLOR:713 BALEEN GRAY PAINT P-1 MANUFACTURER:SHERWIN WILLIAMS COLOR!FINISH:SW7005 PURE WHITE EGGSHELL NOTE:ALL WALLS TO BE NTED P-1 - 1161111111111611---_-. _-_ P-2 MANUFACTURER:SHHERWINIWILLIIAMSUNLE55 NOTED OTHERWISE 7 ,,.. ' --. :. . -:. ,....m ._.... _. - - — -.. .- _�'-.- --------.= -:.. - -- �� ' + i�----•--�---�-"� ------ �' - �-_ --1- _. a_x - -- -._� .� X X X XX XXX ��`��`��XXWXX X\ COLOR/FINISH:SW7674 PEPPERCORN-EGGSHELL P-3 MANUFACTURER:SHERWIN WILLIAMS COLOR I FINISH:SW6868 REAL RED!EGGSHELL NOTE:PAINT AT MARKERBOARD:BASE COAT(2 COATS)-SHERWIN WILLIAMS. TO COAT:IDEA PAINT,CLEAR INSTALLATION PER MANUFACTURER'S Sc COMMENDATIONS _ .` _ k P-4 MANUFACTURER:SHERWIN WILLIAMS � COLOR!FINISH:SW7646 FIRST STAR•WATER BASED EPDXY P-5 MANUFACTURER:SHERWIN WILLIAMS a COLOR!FINISH SW6868 REAL RED-EGGSHELL I- DC FLOOR FINISH LEGEND w cG O . EE---TILE W V)•� rr CO ' - TILE GENERAL NOTES . PROJECT NUMBER _ 1. TENANT CONTRACTOR MUST MAINTAIN ACCESS TO ALL IN-FLOOR CLEAN- C160534 OUTS. 2. ENSURE PROPER,LEVEL FLOOR PRIOR TO INSTALLATION OF VINYL TILE. VINYL FLOORING INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 3. REFER TO FINISH SHEDULE ON SHEET A601 FOR TRANSITION DETAILS& SHEET NUMBER ADDITIONAL INFORMATION. �. 4- TRANSITIONS TO BEAT CENTERLINE OF DOOR. . . :.: - SEALED CONCRETE 5. WATERPROOF MEMBRANE MUST BE INSPECTED&APPROVED BY THEAlil FINISH FLOOR P LAN ' ' ® OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION OF FINISHES. • ° - .q.SC0 ALE: 1/4" W 1!-O" 6. 118"GROUT LINES AT ALL TILE. DATE OF THIS PRINTING.5!161201710:10:17 AM GH A �� F U RN BTU RE SCHEDULE • ` ITEM DESCRIPTION 1 HORIZONTALLY MOUNTED FLAT PANEL TV(72"WIDE x 43" HIGH) Architecture/Development \ 2 HORIZONTALLY MOUNTED FLAT PANEL TV(43.5"WIDE x 25" HIGH) ' / + \ / : ; 3 WALL MOUNTED CHECK IN TABLETS MOUNTED @ 44"AFF 14901 Quorum Drive 4 INSPIRATION WALL Suite 300 '� A ,�/ \r\% +, -/ 5 CYCLE GIRL&CS LOGO. J-BOX INSTALLED BEHIND CB LOGO, REF MEP FOR EXACT LOCATION Dallas, Texas 75254 J' /; �. �+ �� 6 BRAND WALL, REF DTL 16/A402 Ph: (972) 239-8884 . / ,• \ \ 7'� 7 DRY ERASE WALL` Fax: (972) 239-5054 8 LOCATION STAMP 9 PREFABRICATED MILLWORK SHOE CUBBY REF MWO1 / "� ,. 10 PREFABRICATED MILLWORK RECEPTION DESK REF MWO1 19 �1�/� `� -`� / 11 PREFABRICATED MILLWORK RECEPTION BACK BAR REF MWO1 � Dor/ • , `' / .1' 12 LOCKERS REF MW01 / j` 13 BENCH ~ F. A. �, // '� �� - LL r _ f \ 14 PREFABRICATED MILLWORK COMMUNITY ROOM BAR REF MWO1 n �� "�� ,� "� t �� `k.,J - - ■' \ 15 RETAIL BUNKER /--,)k1 - 1 - __ \ 16 STATIONARY BIKE, TYP �'--ri H �' 0■ _ � , 17 SHOE DEPOSITrf�141 — yi - - i — _ 118 ADA BENCH (42"WIDE X 20" DEEP X 18" HIGH) f�-' !, ,d -� t �� — — 19 AV BOOTH LOGO , 5111F6CEXiiC31;:ehr-4-4:7 20 EXERCISE ROOM LOGO SIGN f _ 1 r. J \J r �1. � = ;lei , 1 711: °¢ L. lli \ › M ■ CC N. W c� leo.- U_I Z › cnr OwO;- 16 41 • _ u -I�� — f mnil-...,. . i U _ J .J. _ - � � aa � � a — — — — r — \ V ZZN C7 /i - J � - J �• -+� � w � E, �• � 1 �; — v J >iiii CO Ce v 0 N / J � - - \ / - .2 Ca — , -0. - , 7.--.), • > , / \1/4..-.54 . \-1 . . �.`, . �,�, ► N. \ 1 \��xx xxxNws- .www. xtx��xx...�� xx��x`x N. N. ��N. ��u� \t *NN��1\\��— U / „•'Nee / 4 . „ — —Nirrior �, �� T ` . — __ I I I I • 1 I i n — DO NOT SCALE DRAWINGS \ / v ``i `�� I I I L ,, O U i CONTRACTOR TO VERIFY J } IID ALL EXISTING CONDITIONS AND �� • I I I # } DIMENSIONS-NOTIFY ARCHITECT �`� ``�� I L_ ___ --J I # — { 4 ' / OF ANY DISCREPANCIES PRIOR \ �� - • •ii _ — — — 16 ,g L. — — — - �— — — \ / TO BEGINNING CONSTRUCTION 2 17 p j / f / \ N a / - I F' - NO I REVISION } I I } 1 1 _ 1 , n 14 \ % 112 Z \ N / N --- _ / / 1 -1 , 2 -- _ - 10 I_ l H i 1 — II,1 l I5 I 1 I � 1 [ 1} ! f ■ ii —r,7 _____)lil 113 _ ❑ t 12i` ISSUE 113_1 13 r— — N. i 1 i. I 1 E E I 7 4 E 1111 if p; 1-3--1E ci I-81 K 3 N a H w a. cC 0 W U) U) PROJECT NUMBER 01 66534 SHEET NUMBER 0 FURNISHING & WALL ELEMENTS PLAN SCALE: 114" = 1'-0" Al 1 2 DATE OF THIS PRINTING 5/16/2017 10:1022 AM \\\\. \\\\ -\\\ ��\ �� GENERAL NOTES: RCP LEGEND : MATERIAL 1 FINISH SCHEDULE GH A \ 111111FINISH DESCRIPTION Architecture/Development N1. ALL ACOUSTIC TILE JOINT LINES TO BE ALIGNED&COORDINATED FOR RECESSED 6"DIAMETER CAN LIGHT WITH 32 WATT BASES 1.\i\\\ `\\\\ ,...., FIXTURE PLACEMENT,AVOIDING LESS THAN 1/2 OF A TILE AROUND THE COMPACT FLUORESCENT BULB A B-1 DISTRIBUTER:NATIONAL CUSTOM INC. PERIMETER WHEREVER POSSIBLE. MANUFACTURER PRESCOLITE �i� 26"DIA ROUND HVAC DIFFUSER CONTACT:DANIEL ILE(770)441-1660 EXT 211 14901 Quorum Drive OA 1 II 2. ANY LlGHTNOT DIMI=NSIONALLY LOCATED IS TO BE CENTERED IN THE D MODEL#:LF6CFV32EBl6DFVlB24 M EMAIL:DILE@NATLCUSTOM.COM Suite 300 CI M CEILING TILE,CEILING AREA,OR ROOM AS APPLICABLE.ALL"CAN"TYPE MANUFACTURER:ROPPE Dallas, Texas 75254 FIXTURES TO BE MOUNTED IN THE CENTER OF THE CEILING TILES UNLESS PRODUCT.4"COVE BASE 700 SERIES 0 II NOTED OTHERWISE. RECESSED 6"DIAMETER CAN LIGHT 32 WATT WITH DAMP COLOR:CHARCOAL#123 Ph: (972)239-8884 E3 EXIS LNG SKYLI HT ABO 3. SPRINKLER MODIFICATIONS/INSTALLATION DRAWINGS ARE BY OTHERS, LABEL CEILINGS!GYP!WALL COVERING Fax: (972) 239-5054 11 SPRA PAINT B CK TYP j UNDER SEPARATE PERMIT. 0 MANUFACTURER:PRESCOLITE ACT-1 2'x2'GACOUSTICAL SUSPENDED CEILING D2 MODEL#:LF6CFV32EB16CVCL TRGIB24 GRID:STANDARD 15/16"STEEL-WHITE FINISH P r ` 4. REFER TO DETAIL&NOTES ON 21/A401 FOR TYPICAL CEILING TILES:ARMSTRONG FINE FISSURED TEGULAR(OR APPROVED EQUAL) WHITE QD D� I Do ATTACHMENTS&SUPPORT, GYPSUM,FINISHED AS NOTED ON PLAN FINISH.CENTER GRID 1N SPACE OR AS SHOWN. ,{�(, � ' DECORATIVE PENDANT LIGHT `� I 5. CENTER CAN LIGHTS IN TILE WHEN LOCATED IN ACT,UNLESS NOTED o MANUFACTURER:STONE LIGHTING ACT-2 2'x2'ACOUSTICAL SUSPENDED CEILING AN. W I OTHERWISE. O MODEL#:CH525 OP PC Cf13 GRID:STANDARD 15116"STEEL WHITE FINISHt1.6 PEN TILES:ARMSTRONG ULTIMA HEALTH ZONE SgUARE LAY IN(OR APPROVED G c-) 6. GC TO PROVIDE STRUCTURAL BLOCKING FOR ALL EXTERIOR SIGNAGE. MOUNT SO BOTTOM OF FIXTURE IS AT 8-6"AFF EQUAL)-WHITE FINISH.CENTER GRID IN SPACE OR AS SHOWN. ii I III III T I I H COORDINATE EXACT LOCATIONS WITH SIGNAGE VENDOR. Wrigiri. ST {2)TUBE T-8 FLUORESCENT STRIP LIGHT ACT-3 2'x2'ACOUSTIC SUSPENDED CEILING • I f MANUFACTURER:COLUMBIA LIGHTING TIGLES:ARMSTRONG:STANDARD IDIF 1NE FISSURED OR APPROVED EQUAL -BLACK FINISH [I�},� 111101' AS MODEL#:CSO-232 EU ACOUSTIC CEILING PANELS IN SUSPENDED GRID CENTER GRID IN SPACE.PAINT ALL MECHANICAL EQUIPMENT!DIFFUSERS BLACK. f l4 � WALL MOUNT,BOTTOM OF FIXTURE AT 8'-0"AFF .\ II \ SYSTEM AS SPECIFIED ON PLAN GYP 1 PAINTED GYPSUM BOARD CEILING Ir �� Y ,� Zig COM LED EMERGENCY EGRESS LIGHTING1SIGNAGE COMBO COLOR:SW7007 CEILING BRIGHT WHITE 1 f kr. 1, L1�11 1" "i W190 MINUTE BATTERY BACKUP -- TEXTURE:ORANGE PEEL 'IIIIill , MANFACTURER, HUBBELL LIGHTING,COMPASS SERIES D° D° D� i I MODEL:#CCR SLAT-1 DISTRIBUTOR:NATIONAL CUSTOM INC. CONTACT:DANIEL ILE(770)441 1660 EXT.211 LED EMERGENCY EGRESS LIGHTING W/90 MINUTE 24"x 24"HVAC SUPPLY DIFFUSER EMAIL:DILE@NATLCUSTOM.COM E1 BATTERY BACKUP ALUMINUM SLAT WALL WITH FRENCH CLEAT 1 TT .1 MANFACTURER:HUBBELL LIGHTING,COMPASS SERIES MANUFACTURER:COLOR BRITS MODEL:#CU2 FINISH:SATIN D SLAT SIZE:4'WX4"H Q LED EMERGENCY EXIT SIGN W!90 MINUTE BATTERY ® 12"x 12"HVAC SUPPLY DIFFUSER WC 1 DISTRIBUTOR:NATIONAL CUSTOM INC. Cle CONT T:DANIEL ILE 70 441-16 0 E .AC 6 XT 211BACKUP < wa E- Z >- � ARROW DENOTES DIRECTIONAL SIGNAGE EMAIL:DILE@NATLCUSTOM.COM n w Ce Cl E2 MANFACTURER HUBBELL LIGHTING,COMPASS SERIES ACOUSTIC WALL COVERING Cel U N STYLE NUMBER:800J7 W I W 1` .s4 11 Q QIn] STYLE NAME:CYCLERS COLOR NUMBER.00504Z 'n Wre(1) MODEL:#CRZ WG� 24"x 24"HVAC RETURN DIFFUSER 1 Dp 11111111 � LED EMERGENCY EXTERIOR EGRESS LIGHTING � ,� Q J O,. . , -. E3 CONNECTED TO EXIT SIGN BATTERY BACKUP COLOR NAME:PEDAL 1,, J H STOM.COM ACT 3 ' ` MANFACTURER:HUBBELL LIGHTING,COMPASS SERIES LAMINATE F .L. Za = �, � ` 10` 0" MODEL:#CORD L-1 DISTRIBUTOR:NATIONAL CUSTOM INC. (,) 12"x 12"HVAC RETURN DIFFUSER Z BRAND WALL SIGNAGE LIGHT CONTACT:DANIEL ILE{770)441 1660 EXT.211 Z N BW MANEMAUFACTURER:R:ATI}DECORATVE LAMINATES ~ W CO ~ MANFACTURER:LITHONIA EXHAUST FAN PRODUCT:MIRRORFLEX 4'x8'SHEETS Q Tr %I .] MODEL#Z-125 MVOLT-GEB101S PATTERN:GOBI CD FINISH:ARGENT SILVER CO N I 1/2"WIDTH SIDEWALL SUPPLY L-2 DISTRIBUTOR:NATIONAL CUSTOM INC. 3 BLADE 52"DIA CEILING FAN CONTACT:DANIEL ILE(770)441.1660 EXT.211 44141. 1111 pO DO DO EMAIL DILE@NATLCUSTOM.COM 1=X MANUFACTURER:ARPA II CF COLOR:0561,ROSSO DEVIL(RED),HIGH GLOSS HORIZONTALLY MOUNTED FLAT PANEL N PRODUCT:HIGH DENSITY LAMINATE SPECIFICALLY FOR FURNITURE FABRICATION N1 L-3 MANUFACTURER:FORMICA 11111 4441 COLOR:949,WHITE Cf • VERTICALLY MOUNTED FLAT PANEL TVTV2 PRODUCT:PLASTIC LAMINATE L-4 MANUFACTURER:NEVAMAR COLOR:S60546 TEXTURED,WROUGHT IRON CL -' IN PRODUCT:PLASTIC LAMINATE a FLOOR FINISHES/TILE § 1 N F-1 DISTRIBUTOR:NATIONAL CUSTOM INC. CONTACT:DANIEL ILE(770)441-1660 EXT.211 DO EMAIL:DILE@NATLCUSTOM.COM D� III PRODUCT:12"x24"FLOOR TILE 111 •III NEVA • \ COLOR:BASALT NOTE:SALES/ HECK IN,LOBBY - --- - - - INSTALLATION.1/3 RUNNING BOND IN DIRECTION SHOWN ON PLANS GYP 2 GYP-2 GYP-2 GYP 2 IIVAM4 � � '' D Y- G -- COLOR:#908 DOVE GRAY. 9'-0" 9'-0" 9'-0" 9'-0" GYP-1 GYP-1 GYP-1 GROUT:TEC 1 DP DP C� DO !ill 8 Z 8 -Z' o 8 2 GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED DO NOT SCALE DRAWINGS ACT ! WITH CEMENT BASED GROUT)IN PLACE OF WATER. 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NOTE:PAINT AT MARKERBOARD:BASE COAT(2 COATS)-SHERWIN WILLIAMS.444Ir--. __ ` TOP COAT:IDEA PAINT,CLEAR INSTALLATION PER MANUFACTURER'S ti RECOMMENDATIONS In PA MANUFACTURER:SHERWIN WILLIAMS o COLOR/FINISH:SW7646 FIRST STAR-WATER BASED EPDXY I- P-5 MANUFACTURER:SHERWIN WILLIAMS -- COLOR/FINISH:SW6868 REAL RED-EGGSHELL Lt W 0 ct 0 LL LU D U) PROJECT NUMBER Cl 60534 SHEET NUMBER REFLECTED CEILING PLAN 0 SCALE: 1/4" = 1-0" A121 DATE OF THIS PRINTING 51161201710:10:30 AM 12PMATERIAL I FINISH SCHEDULE GH A A402 TYP AT SIDES OF FINISH DESCRIPTION BUNKER WALLS _ BASES 2_1 / I r' — — —' r 7 r B-1 DISTRIBUTER:NATIONAL CUSTOM INC. Architecture/Development ie- P-5 P-5 P-5 _ \ / L-1 CONTACT:DANIEL ILE(770)-441-1660 EXT.211 II I I WRAP WALL(3) 1 I I EMAIL:DILE@NATLCUSTOM.COM 14901 Quorum Drive e I— — — —1 MANUFACTURER:ROPPE E 1— -- \ / I P 2 I SIDES P 1 I I PRODUCT:4"COVE BASE 700 SERIES Suite 300 A P-1 I P 1 I \ \OPEN/ / I \ 11- - - 1 I I P-5 I P-1 COLOR:CHARCOAL#123 Dallas, Texas 75254 / ` I P-1 ' I P-1 I p_1 I WALL Gi�APHIC') ( I I I /� CEILINGS/GYP I WALL COVERING ' o BEHIND SLAT \ / L Ill J o WALL GRAPHICf ACT-1 2'x2'ACOUSTICAL SUSPENDED CEILING Ph: (972) 239-8884 P 1 �' - I I I WALL,TY• I / \ � I I p_1 K' I I I GRID:STANDARD 15116"STEEL WHITE FINISHe , Fax: (972) 239-5054 ' P 1 0 I I TILES:ARMSTRONG FINE FISSURED TEGULAR(OR APPROVED EQUAL) WHITE t /j1 / '/ I I I SLAT-1 I LAT-1 P-1 / \ ) I I I •SLAT 1 _ —I I I I I I / \ GCTOCOORDINATE I z I I `- -- � I ACT-2 2'x2'ACOUSTICAL SUSPENDED CEILING csq..D 4.1 BLOCKING WI CM Lu —i _ / \ I _ -- GRID.STANDARD 15!16"STEEL-WHITE FINISH B-1 `\ �' I I I I I I B.1 / \ I B_1 I �, mi!t-� I I TILES:ARMSTRONG ULTIMA HEALTH ZONE SQUARE LAY IN{OR APPROVED • � •` e % L_ �L — .J — J L — — - �� T i_ J L EQUAL) WHITE FINISH.CENTER GRID IN SPACE ORAS SHOWN. F. AN '' VV I C _ v �__ L��- — ! ACT-3 2'x2'ACOUSTIC SUSPENDED CEILING — B-1 B_1 PREFABRICATED B.1 PREFABRICATED B_1 GRID:STANDARD 15116"STEEL-BLACK FINISH "-'"� MILLWORK MILLWORK TILES:ARMSTRONG FINE FISSURED(OR APPROVED EQUAL)-BLACK FINISH. • RETURN B-1 TO RECEPTION SHOE CUBBY CENTER GRID IN SPACE.PAINT ALL MECHANICAL EQUIPMENT!DIFFUSERS BLACK. (i1 :AIP AS SLAT WALL,TYP DESK REF REF MWO1 GYP-1 PAINTED GYPSUM BOARD CEILING r S(Z)MW01 COLOR:SWM007 CEILING BRIGHT WM I€TE Q 7 LOBBYLOBBY LOBBY TEXTURE ORANGE PEEL it (1iii 0 SCALE: 1/4" = 1'-0" 2 SCALE: 1/4" = 1'-0" c3) LOBBY SCALE: 1/4" = 1'-0" SCALE: 114" = 1'-0" SLAT-1 DISTRIBUTOR NATIONAL CUSTOM INC. MAY r cu�i CONTACT:DANIEL ILE(770)441-1660 EXT.211 16 EMAIL:DILE@NATLCUSTOM.COM A402 ALUMINUM SLAT WALL WITH FRENCH CLEAT nhANUFACTUIRER:COLOR BRITE FINISH:SATIN SLAT SIZE:4 1 r 1 EQ 15'-1" P-1 EQ r 1 r WC-1 DISTRIBUTOR:R:NATIONAL NATIONAL CUSTOM INC. 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FINISH:ARGENT SILVER0 CO ) L-2 DISTRIBUTOR:NATIONAL CUSTOM INC. 0N BEHIND WALL PLEX WITH N GRAPHICS SECOND CONTACT:DANIEL ILE(770)441-1660 EXT.211 S''' SURFACE EMAIL:DILE@NATLCUSTOM.COM MANUFACTURER:ARPA PRINTED HALLWAY GRAPHICS.REF 0561,ROSSO DEVIL(RED),HIGH GLOSS REF PRODUCT:HIGH DENSITY LAMINATE SPECIFICALLY FOR FURNITURE FABRICATION 5DTL 16/A402 ' SCALE: 1/4" = 1 -0 } HALLWAY SCALE: 1/4" = 1 -0 i FORMICA MW01 COLOR:949,WHITE PRODUCT:PLASTIC LAMINATE C P-1 L-4 MANUFACTURER:NEVAMAR Q I"` _. COLOR:560546 TEXTURED,WROUGHT IRON PRODUCT:PLASTIC LAMINATE m P_1 \ / P-1 I I FLOOR FINISHES I TILE LU P-1 \ / I F-1 DISTRIBUTOR:NATIONAL CUSTOM INC. CONTACT:DANIEL ILE(770)441-1660 EXT.211 — ,' \OPEN/ /^ P 1 I EMAIL:D1LE@NATLCUSTOM.COM P 1 I I �� 1...„,„.- _-__34 ' PRODUCT: 12"x24"FLOOR TILE U L-4 , \ / 40 / II NOTE:SALES/CHECK IN,LOBBY 410iL 4 PREFABRICATED / \ L�. 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CONTRACTOR TO VERIFY wimui ' 1 i IFIN � — --' ( ALL EXISTING CONDITIONS AND LOCKERS REF CONTACT:DANIEL ILE(770)441-1660 EXT.211 B-1 B-1 8-1 81 B-1 EMAIL:DILE@NATLCUSTOM.COM DIMENSIONS-NOTIFY ARCHITECT MWO1 PRODUCT: 12"x12"MESH MOUNTED MOSAIC TILE OF ANY DISCREPANCIES PRIOR NOTE.SHOWER FLOOR TILE TO BEGINNING CONSTRUCTION COLOR:GORGE DARK GREY HALLWAY HALLWAY COMMUNITY COMMUNITY COMMUNITY GROUT:SPECTRALOCK RAVE LOCK COLOR:45.RAVEN NO 'REVISION 7_) - 8 - 9 „ - 1/4" = " - GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED SCALE: 1/4 - 1 -0 SCALE: 114 – 1 -0 SCALE: 114 - 1 -0 SCALE: 1 -0SCALE: 114 - 1 -0 WITH CEMENT BASED GROUT)IN PLACE OF WATER. 12 .r �� I �_I\� �� ' 10." �` F-4 DISTRIBUTOR:NATIONAL CUSTOM INC. i 1 CONTACT:DANIEL ILE(770)441-1660 EXT.211 M1A/01 1 I EMAIL:DILE@NATLCUSTOM.COM P 1NOTE:SHOWERLWALL TILE"Al , , COLOR:ARCTIC WHITE(MATTE FINISH) I I I 1 INSTALLATION:STACKED PATTERN P_1 GROUT:TEC I I I i 3 COLOR:#908 DOVE GRAY.1/16"SPACING BETWEEN TILES P-3 I�� /�� • • // 7-7 GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED P_1 ` WITH CEMENT BASED GROUT)IN PLACE OF WATER. DRY ERASE 1 F-5 DISTRIBUTOR:NATIONAL CUSTOM INC. *1:.>. \ I 3 CONTACT:DANIEL ILE(770)441-1660 EXT.211 I I PAINT AREA. ( , , , , , FRP OVER GYP AT \ I , EMAIL:DILE@NATLCUSTOM.COM I- I TO CEILING FROM FLOOR I MOP DIRK&WATER �I MANUFACTURER:LONSEAL(VINYL FLOORING) ISSUE NOTE_COMMUNITY ROOM&THEATER II I o a ' r /' P_2 1 PRODUCT:LONPEARL 6'x60'ROLL WI HD PLUS SEALER • ' 1 COLOR:713 BALEEN GRAY / 3 PAINT J <— JI 1 P-1 MANUFACTURER:SHERWIN WILLIAMS COLOR/FINISH:SW7005 PURE WHITE-EGGSHELL ''' MIN''''''''"---(---877) LOCKERS REF B-1 2 A202 4 1 NOTE:ALL WALLS TO BE PAINTED P-1 UNLESS NOTED OTHERWISE MWO1 1 1 P 2 MANUFACTURER:SHERWIN WILLIAMS COLOR I FINISH:SW7674 PEPPERCORN-EGGSHELL \ , 3 P-3 MANUFACTURER:SHERWIN WILLIAMS COM M U N I TY \ UTILITY 1 COLOR i FINISH:SW6868 REAL RED/EGGSHELL / 1 NOTE:PAINT AT MARKERBOARD:BASE COAT(2 COATS)-SHERWIN WILLIAMS. SCALE: 1/4" = 1'-0" �_) SCALE: 1/4" = 1'-0" ` 1 TOP COAT;IDEA PAINT,CLEAR INSTALLATION PER MANUFACTURER'S i RECOMMENDATIONS \ P-4 MANUFACTURER:SHERWIN WILLIAMS COLOR/FINISH:SW7646 FIRST STAR-WATER BASED EPDXY o P-5 MANUFACTURER:SHERWIN WILLIAMS E- 1 / — 1 COLOR/FINISH:SW6868 REAL RED-EGGSHELL - 1 A202 I��w�maw �h�� w� w� �h�� W 1 , / � _ - a FRP OVER GYP AT 9 J 1 I I I E - >21 . v* /MOPSINK&WATER P 1 P_1 '!I o HEATER I - 8 4 EXTEND PAST o ,.., I L - 1 L / I W P_1 WASHER 8 a, 1 7 7 A202 5 r _ ---- ! E/ -8-Sim F r15� Cn ! /E D DRYER 1 ` I I 5( A202 7 16 A201 1/11Mill 2 , co 28 TYP 1 6 / /A401 ; / - 10 I - 6 Sim r 1 13 A201 1lik PROJECT NUMBER fT� 1■ ( 11 A201 9 I I _ 6 4 1 . 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A 'EW 6 _ _ �' . �/ y �� ACT-3 2'x2'ACOUSTIC SUSPENDED CEILING �' • C`� WC-1 }J (-73.7) 6 B-1 8-1 GRID:STANDARD 15116"STEEL-BLACK FINISH /A4° '""i TILES:ARMSTRONG FINE FISSURED(OR APPROVED EQUAL)-BLACK FINISH. • • CENTER GRID IN SPACE.PAINT ALL MECHANICAL EQUIPMENT!DIFFUSERS BLACK. r,.. , Xr1S GYP-1 PAINTED GYPSUM BOARD CEILING ' ! �� EXERCISE ROOM COLOR:SW7007 CEILING BRIGHT WHITE �3 TEXTURE:ORANGE PEEL : EXERCISE ROOM SCALE: ' /4" _ 1'-0'� SLAT-1 DISTRIBUTOR NATIONAL CUSTOM INC. 1.1i4i 41.H/ C1D CONTACT:DANIEL ILE(770)441-1660 EXT.211 SCALE: 1/4" = 1'-0" EMAIL:DILE@NATLCUSTOM.COM ALUMINUM SLAT WALL WITH FRENCH CLEAT CURVED CURVED CURVED - — — CURVED MANUFACTURER: ER:COLOR BRITEif * )Xyy If FINISH:SATIN 16' SLAT SIZE: _ ❑ WC-1 -DISTRIBUTOR:NATIONAL CUSTOM INC. r CONTACT:DANIEL ILE(770)441-1660 EXT.211 W 0 EMAIL:DILE@NATLCUSTOM.COM14 P-2 ACOUSTIC WALL COVERING 1- Z >- STYLE NUMBER:800J7 0 W X cMv ' i STYLE NAME CYCLERS al 0 0 LL' C'4 P"2 ® ® 42111 ® CALOR NUMBER:00504 I Z Liii a i COLOR NAME PEDALLIJ ft �, — — — , LAMINATE LZ'L 0 J H 0 L-4 / L-1 DISTRIBUTOR:NATIONAL CUSTOM INC. 1- >.. 0 ❑ ❑ I I L-2 CONTACT,DANIEL ILE(770)441-1660 EXT.211 Za I U <rt EMAIL DILE@NATLCUSTOM.COM Q 0P-2 MANUFACTURER:ATI DECORATIVE LAMINATES Z co iii Z 0 \ I I PRODUCT:MIRRORFLEX 4'x8'SHEETS w N N PATTERN:GOB! >m L — — — J 1 i FINISH ARGENT SILVER 0 03 CI) N re gt WC 1 AffB-1 B-1 B-1 WC-1 B-1 ® L-2 DISTRIBUTOR:NATIONAL CUSTOM INC. 0.11 CONTACT:DANIEL ILE(770)441-1660 EXT.211 EMAIL:DILE@NATLCUSTOM.COM MANUFACTURER:ARPA COLOR:0561,ROSSO DEVIL(RED),HIGH GLOSS EXERCISEROOM rzi. EXERCISE ROOM PRODUCT:HIGH DENSITY LAMINATE SPECIFICALLY FOR FURNITURE FABRICATION L-3 MANUFACTURER:FORMICA SCALE: 1/4" = 1'-0" / SCALE: 114" = 1'-0" COLOR:949,WHITE CL PRODUCT:PLASTIC LAMINATE L-4 MANUFACTURER: Q 20 COLOR:S60546 TEXTURED,WROUGHT IRON m A402 PRODUCT:PLASTIC LAMINATE P-4 FLOOR FINISHES l TILE Ill F-1 DISTRIBUTOR NATIONAL CUSTOM INC P 4 PA P-4 MI CONTACT:DANIEL ILE(770)441-1660 EXT.211 P-0 / P 4 P-4 © * m EMAIL:DILE@NATLCUSTOM.COM { Y,,j I TILE lJ L 4 111� NOOSE SALES!CHECOORLQBBYCOLOR:BASALT A6a1 , LOCKERS REF/ A601 A601 A601 • 1NSTALLATION:113 RUNNING BOND IN DIRECTION SHOWN ON PLANS P-2 0,011111110,m11.111 � - GROUT:TEC MW01 If■ ��___ is \ ■iii m il�� i_r■r.rr■__ �► _lam _ 1 ==. _ CALOR:#908 DOVE GRAY. _�� — a •51111•1111•11111M ' 111111111111111111111•11 11�■1■�■�1•1 _ 'l M �ji��. ,40,. . 1 �_�_��a��lrr■ ��r� ME_ i r� GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED �� r---121 =11101111•14111•11•1=M1 '�'i� moi"'"""""' "m ilr - �� GROUT) DO NOT SCALE DRAWINGS �� r�� 11, ■■rrr■■■1.IN II�rr WITH CEMENT BASED IN PLACE OF WATER. �{ F-4 .:�1�1r■■rr■�rmr �m�e ■�wM�=■h III.7Z3 CL F 2 NOT USED CONTRACTOR TO VERIFY ■�� 1111111 �� F 3 DISTRIBUTOR:NATIONAL CUSTOM INC. AI Mme■ w _F� iI�M L i ��♦i�� CONTACT DANIEL ILE(770}441 1660 EXT 211 ALL EXISTING CONDITIONS AND i ' 1 b - I \ •M� M�E ;I�� ' m11 \ EMAIL,DILE@NATLCUSTOM.COM DIMENSIONS-NOTIFY ARCHITECT F-4 LOCKERS REF WS F-4 ® liall, PRODUCT: 12"x12"MESH MOUNTED MOSAIC TILE OF ANY DISCREPANCIES PRIOR nal TILE RETURNS TO NOTE:SHOWER FLOOR TILE TO BEGINNING CONSTRUCTION WALL @ BOTH COLOR:GORGE DARK GREY RESTROOMS GROUT:SPECTRALOCK RESTROOM RESTROOM RESTROOM ® RESTROOM COLOR:45,RAVEN - NO REVISION GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED _ WITH CEMENT BASED GROUT)IN PLACE OF WATER. SCALE: 1/4" = 1 -0SCALE: 1/4" = 1 -0 SCALE: 114 - 1 -0 SCALE: 1/4" = 1'-0" F-4 DISTRIBUTOR'NATIONAL CUSTOM INC. 111\\\\.\\\"\\\ \:\\\.\\\��\ \1\\�`\`\�\Z\\�� CONTACT:DANIEL ILE(770)441-1660 EXT.211 EMAIL:DILE@NATLCUSTOM.COM 1 k• PRODUCT:WALL TILE 4"x16" NOTE:SHOWER WALL TILE `Oil N, COLOR:ARCTIC WHITE(MATTE FINISH) \ INSTALLATION:STACKED PATTERN GROUT:TEC P-1 •• COLOR:#908 DOVE GRAY.1/16"SPACING BETWEEN TILES • GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED ' •WITH CEMENT BASED GROUT)IN PLACE OF WATER. F-5 DISTRIBUTOR:NATIONAL CUSTOM INC. \ I i �• ` CONTACT:DANIEL ILE(770)441-1660 EXT.211 l L-4 • EMAIL:DILE@NATLCUSTOM.COM ISSUE . i , •` MANUFACTURER:LONSEAL(VINYL FLOORING) • NOTE:COMMUNITY ROOM&THEATER P 2 • PRODUCT:LONPEARL 6'x64'ROLL W/HO PLUS SEALER TYP • COLOR.713 BALEEN GRAY 28 ,' • PAINT ,01 ,' 3 • P-1 MANUFACTURER:SHERWIN WILLIAMS COLOR!FINISH.SW7005 PURE WHITE-EGGSHELL �� ` �! ti• NOTE:ALL WALLS TO BE PAINTED P-1 UNLESS NOTED OTHERWISE 2 A202 4 • P-2 MANUFACTURER:SHERWIN WILLIAMS ' COLOR!FINISH:SW7674 PEPPERCORN-EGGSHELL 1 • 4 P-3 MANUFACTURER:SHERWIN WILLIAMS COLOR!FINISH:SW6868 REAL RED!EGGSHELL • STORAGE, TYP I NOTE:PAINT AT MARKERBOARD:BASE COAT(2 COATS)-SHERWIN WILLIAMS. 9 • TOP COAT:IDEA PAINT,CLEAR INSTALLATION PER MANUFACTURERS ti 1 RECOMMENDATIONS N- SCALE: 1/4" = 1'-0" ` J / • P-4 MANUFACTURER:SHERWIN WILLIAMS COLOR/FINISH:SW7646 FIRST STAR-WATER BASED EPDXY itiO • P-5 MANUFACTURER:SHERWIN WILLIAMS I- • • COLOR!FINISH:SW6868 REAL RED-EGGSHELL Lr % W • A202 \\\\\\\\1\-\\ • ••••titi•••••••••»`••1••`••»•• - 0_ d T, j g Et 0 I I 7 X . 0 L.L. 1 I c � , >: [71 - 11 I / 'j w Il 1 \ -L 8- a L -:8-Sim �q / 15` ` J (I] 1 i) 7 A202 5 ( 1 e/ E _ , �� A202 7 16\ A201 14�i 2 Pr PROJECT NUMBER 6 I � _ / -- -10 C\ ` �* �+ 6 Sim 13 A201 1 11 A2a1 9 r� 6 !!n-I L Cl 60534 l. 1 1/ '-I Ir • 'fEK 4 1 12 -p 7 A201 -8 n_. r ` ---' I SHEET NUMBER 6 >- -1 5 i _ RI Ei N A2 02 h KEY PLAN DATE OF THIS PRINTING 51161201710:10:45 AM \ : . ‘ GH A \ \ �C o�o - a h 6 n a b C] \ IV314"THICK FRT T&G INSTALL COMPRESSION NOTES: Architecture/Development X200 \ \ PLYWOOD SHEATHING STRUT AT 12'-0" 1. ALL WIRES(VERTICAL&SPLAYED) u . '-'` ��-`' •., p O.C. EACH DIRECTION SHALL BE#12 GA.GALV STEEL. o o \ 1718' WITH THE FIRST POINT 2. EACH END OF ALL WIRES SHALL o 1 1f2"20 GA METAL DECKING p 14901 Quorum Drive \ \ \ WITHIN 6'FROM EACH HAVE 3 TIGHT TURNS WITHIN 1 112" // u oI._ Suite300 � WALL OFATTACHMENTDallas,Texas 75254 \ I #12 WIRE 3. VERTICAL HANGER WIRES SHALL u .; \ t r. SPLAYED IN OCCUR AT 48"MAX.ALONG ALL o' \ �,`---� I THEPLANE MAIN RUNNERS.VERTICAL o� o e Ph: (972) 239-8884 OF EACH HANGERS WIRES SHALT ALSO ` = Fax: (972) 239-5054 \ 0 RUBBER NOSING I I OCCUR WITHIN 8"MAX OF ALL O 17 I I RUNNER AT v oct (TYP)ROPPE#1 I45 DEGREES WALLS&CEILING DISCONTINUITIES. o A401 a \ COLOR 150 I I I / VERTICAL HANGER WIRES SHALL t,QI /� j� '---- '" \ 314"FRT PLYWOOD �� I I NORTH EAS NOT BE MORE THAN 1 IN 6 OUT OF l t,, L ( 3'-9118" 4'-45/8" 10518" WEST SOUTH PLUMB. t •� 4115/0,6' . f^�� \ �/ -1J-- I \ �� 4. SPLAY WIRES(4 AT 90 DEGREES 1 F. A W FLOORING-PER / I I `� FROM EACH OTHER)SHALL BE ..;:-.,A.. \\\\ PLANS f PROVIDED AT 12'O.0 IN BOTH „-.-� l o �� \ ` DIRECTIONS&NOT MORE THAN 6' �koo ,�'\ Iv ,g6 I .. ). FROM ANY WALL WHEN REQUIRED H , • A.�i\ BY LOCAL/STATE CODES. - 'f \ r 1 `”' WC-1 CROSS MAIN \ 3 5/8"20 GA METAL STUDS 5. ALL CEILING LIGHT FIXTURES& ` 18 `n 12"Q.C.{EVERY 4'-0MAX.) RUNNER RUNNER HVAC REGISTERS SHALL BE 3" 5/8"GYPSUM OVER f0 i I ui'^ A401 SUPPORTED BY A MIN.OF(2) -, \\ ARMSTRONG SUSPENDED i Ali \ HANGERS AT OPPOSITE CORNERS OEILING SYSTEM SHALL NOT GYPSUM SYSTEM, FINISH AS d SUPPORT OTHER ITEMS, SCHEDULE IlL. ODRAISED FLOOR CEILING SUPPORT BULKHEAD DETAIL SCALE: 3" = 1'-0" SCALE: 1" = 1'-0" 41) SCALE: 3" = 1'-0" Ce ❑ 3 5!8"20 GA STEEL I I PLASTIC LAMINATE FINISH,1/2" W Q STUDS @ 12'O.C.KNEE 2'-0" 7314' MDF,ON STUDIO SIDE AND a Z RETURN INTO AN BOOTH{L 2) CO ch WALLS @ 4'-0"MAXIMUM / W N PERPENDICULAR TO I = Z W G~9 STEEL DECKING AND L-2 FINISHED TOP, PERIMETER OF f� 5/8"GYP(P 2) FACE AND REVEAL DRYWALL MAIN BEAM (n 5. N Q Ce PLATFORM I 1 �� W Z O J W O L-3 PLASTIC EXISTING DEMISING LT. F' J ~ LAMINATE 4 HANGER WIRE AT 24"X 24"TO WALL REF PLAN I ~ >" O = O 1 COUNTERTOP :1/4\ 114 CONTINUOUS REVEAL STRUCTURE 0R PER Ce Z I N MANUFACTURER'S SPACING AND PROVIDE MIN 1" I WOOD BLOCKING TOP RAIL ATTAC MENT INSTRUCTIONS OVERLAP W W �'' _ - . . \.. , \ ,_ PLASTIC LAMINATE FINISH,112" ` 4'-9 318" 8 316" 13'-8" I PROVIDE METAL MDF,ON STUDIO SIDE AND C� N / f / BRACKET7 RETURN INTO AN BOOTH{L-2) ° (1.11) N a c a a o a c MOUNTS @2'O.C. o —\ N. [ I MAX. 4 __._ �. _El \.\ . 17 I PROVIDE FRT WD 5/8"GYP BD A401 BLKG AT BRACKET 3518"20 GA STEEL MOUNTS • \1111 1:2 STUDS @ 12'O.C.KNEE I ' 6"MTL STUDFINISH TO EXTEND OVER R~10 10 7+2^ PERPENDICULAR TO STEEL DECKING AND UM I FRAMING W/5/8 GYP AT INTERIOR(P-2) \ NOSE OF RAISED FLOOR LAY 1N ACOUSTICAL CONSTRUCTION AS CEILING SYSTEM AS PERIMETER OF m I FRT WD BLKG • SHOWN SPECIFIED Q �- 4" I PLATFORM M I AT ..1 m PERIMETER 518"GYPSUM OVER ARMSTRONG SUSPENDED l W I I ' GYPSUM SYSTEM,FINISH / A V WC-1 AS SCHEDULED ___I k9„ I -�'`t -� 1' 1 rtto STEEL POST FOR =3�. 4 18 AN BOOTH CEILING TRANSITION — — INSTRUCTORSDATA 112 8 VIDEOOEQUIPMENT r I j SCALE: 3/4" = 1'-0" SCALE: 3" = 1'-0" EQUIPMENT MTL STUD FR PER k I 1 41 . PROVIDED& INSTALLED BY I PLAN / 17 AV BOX-REF ELEC OWNER'S AN SHEET CONTRACTOR I SEALANT DO NOT SCALE DRAWINGS ,x401 CONTRACTOR TO VERIFY If 518"GYP BD ALL EXISTING CONDITIONS AND \' DIMENSIONS-NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION I ' '4. NO 'REVISION MTL STUD FR PER \ \ I // PLAN \\ \ Ts. MATCH ALUMA L 41k 1 R:36_ COLOR FRONT PROVIDE MIN 1" - . 1 , ` ' C / Alp / OVERLAP SEALANT ' / // EXISTING GLAZING ISSUE / EXISTING ALUM STOREFRONT BELOW / / / // /� NOT USED WALL TO STOREFRONT GLAZING / SCALE: 3" = 1'-0" / SUSPENDED GYP CEILING SYSTEM. : t, LAY-IN CEILING AT SIM COND. ., I / // j • i` T / �/ / I. `:r in �� -0 - -- — REF.RCP _� METAL FRAME I I - Air /// HEADER _• WALL Ce IL /7-----------, '�" 518"GYP BD, ;'„1 PARTITION I I L U • ENLARGED EXERCISE ROOM FRAMING PLAN ,� PAINTED EXISTING WALL, r. WOOD i G \ MODIFY AS BLOCKING CC 3/8"e = +� MTL FRAMED SOFFIT REQUIRED TO AS REQ'D. 5f8"GYP BD -: I I %'" 0 SCALE: 1 -0 ,� u- TO ABOVE LOBBY ACCOMMODATE )-,1I I ;' W '' CEILING NEW DOOR Fr , i I�' NOTE:FASTEN DECK WITH#12TRK A „ SEALANTWAMATERIAL PERLAP FASTENERS 3613 PATTERNSEALANT—� B-1 I I I:` PROJECT NUMBER 314"THICK FRT �FLOORING PER PLANS ALIGN FACEST&G PLYWOOD . OPH /SHEATHINGDOUBLE LAYERED 17r � '� 60534 A401 RADIUSED FRT �A401 wBACKER ROD& FLOOR FINISH1112"20 GA � PLYWOOD NOSING RUBBER � SEALANTSTEEL � RUBBER NOSING NONG(TYP) '. PAINTED STL. DOORDOOR DECKING • SHEET NUMBER � FRAME RE:DOORSILENCERIi14 TYPES ` ' EXIST STOREFRONT SCHEDULE I SYSTEM 3 518"20 GA EXISTING CONCRETE A401 3518"20 GA METAL STUDS @ METALSTUDSLAB FRTDOUPLYWOOD 12"0C.(EVERY eV-0" MAX.) SOFFIT SECTION METAL DOOR HEAD BASE DETAIL "KNEE WALL"W/ FRT PLYWOOD HILTI X-U PIN @ NOSING28 4'-0"O.C.(MAX) 1 112"20 GA METAL DECKING SCALE: 1 1/2" = 1'-0" �� SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" IN TRACK DATE OF THIS PRINTING 511612017 10:10:51 AM GH A Architecture/Development 14901 Quorum Drive Suite 300 Dallas, Texas 75254 Ph: (972) 239-8884 Fax: (972) 239-5054 <cD _or f. A EW -,...--srr...),I. cp,N _Aii0 I AS al I i i+iM1 i f 2'6'17 0 NOT USED 0 NOT USED 9 ' NOT USED g NOT USED Ce ., ce0 y. r I I 3 5/8"METAL STUDS HIX AT 16"O.C.(MAX)AND (1)LAYER OF 518" COZ M I I GYPSUM BOARD ON 0 U W ti ` I I ,'. EXPOSED SIDES N Z LL O) I I ;� z 0 --1 W O' 2X BLOCKING LL - - I , LIGHT FIXTURE REF ZQ = � -LI- . • ELEC 1X BLOCKING • WATER NEATER CII) Z Z CO • INSTALLED ON STAND I -..• iM PER MANUFACTURERS I_ W N ,� I I RECOMMENDATIONS • • �"1 �, >lim CD co \ I V r 1"DIA WALL /:...,—G.C.TO INSTALL :' GRIPPER • ADJUSTABLE HEIGHT (PROVIDED& STAND BY ALLIED ! INSTALLED BY STAINLESS WATER ' , I I OWNER) o HEATER STAND; I 5/8"GYPSUM BOARD, s FINISH:STAINLESS CL TYP. STEEL Q (6)CLEAR 3!8"FLEX • - • . - : t , :4. a.- CCI WITH SECOND , I I SURFACE PRINTED WALL BASE,SEE W ; GRAPHICS ELEVATIONS J (PROVIDED& INSTALLED BY U 0 BRAND WALL DETAILOWNER) - WATER HEATER STAND 1 NOT USED NOT USED '� SCALE: 3" = 1'-0" SCALE: 314" = 1'-0" 0 U CONT QUIET GLUE PRO DO NOT SCALE DRAWINGS BOTTOM OF BECK SOUND SEALANT BETWEEN CONTRACTOR TO VERIFY OR STRUCTURE MIL STUD RUNNERS& © 7 ALL EXISTING CONDITIONS AND DIMENSIONS-NOTIFY ARCHITECT ROOF DECK f � A402 36"OC(MAX)STUDS AT OF ANY DISCREPANCIES PRIOR �* �\ 518"GYPSUM OVER / ( ' I LAYER OF 518'GYPSUM , ARMSTRONG I � ;r ` I BOARD ON EXPOSED CONT SOUND SEALANT SUSPENDED GYPSUM 2X BLOCKING _ I SIDES TOBEGINNING C NSR I N SYSTEM, FINISH AS 1"DIA WALL GRIPPER AT ALL GAPS BETWEEN ♦ 4 SCHEDULED .'(PROVIDED&INSTALLED NO I REVISION MIL STUD RUNNER, GYP BD,&FLOORMir i - I •, •---- 1 i BY OWNER) NOTE THAT GYP BD MUST RUN UP INTO `� - LIGHT I I I ` MIRROR AS SCHEDULED ALL GAPS&FLUTES IN A. /r FIXTURE REF _ _ ) DECK TO DEEP SOUNDcc SEALANT TO MIN 'w EL . • r EC i (6)CLEAR 3i8"PLEX • WITH SECOND EXISTING FIRE SEAL ._ 1 , 1X BLOCKING SURFACE PRINTED ADA COMPLIANT FAUCET ALL OPENINGS - GRAPHICS(PROVIDED& AND DROP-IN SINK, 518"GYPSUM ' • INSTALLED BY OWNER) (2)LAYER OF 518"TYPE BOARD,TYP RE PLUMBING X GYP BD ON INTERIORPa /�V SIDE OF 3 518"STUD 1!2"THICK SOLID WALL INSTALL CONT QUITE GLUE PRO SURFACE TOP,TURN DOWN 2'-0" SOUND —� ; ^` FACE,AND BACKSPLASH y l/ ISSUE SEALANT BEADS - v TO BE HANEX HL 003 SPRCED 6 NEO WHITE 8"BETWEEN BEADS SOFFIT TO EXTEND 2" 2„ ` orriiimmilmimili BETWEEN LAYERS OF PAST WING WALLS U GYP BD. REF:04/A402 (TYP) STEP 1 - DISPENSE GLUE PROVIDE 1" ` - - BETWEEN -* `, WALLS 4 -, 3 5/8"MTL ` 1X BLOCKING 1"DIA WALL i X / STUD AT 16"O.C. GRIPPER(PROVIDED ' REF A101 LIGHT &INSTALLED BY FIXTURE REF i OWNER) N. 314"MARINE �/ j / , Y 1: 7 GRADE PLYWD S o EXISTING WING go- :, LINEF • SUBSTRATE- I- -- e_ _ , DEMISING WALL WALL a . CC REF A101 - BEYOND - 8"MIN �' Cr .1 j - , 1 112"TS / / 3 518"METAL STUDS AT z> BARCKETS EACH -= = CG GC TO PROVIDE& 16"OC(MAX)&(1) SIDE OF SIDE ,` v M 0 INSTALL 4"W x 4"H 2X BLOCKING INTO WALL. l 7 LL- COLOR BRITS ALUMINUM LAYER OF 518"GYPSUM BOARD ON EXPOSED PROVIDE WD W r SLAT WALL WITH SIDES BLKG IN WALL FRENCH FOR ATTACHMENT. (.0 • SEALANOUND , CLEAT,SATIN FINISH `�' �� AT ALL GAPS • (SLAT-1) 4444 BETWEEN 5/8"GYPSUM L1 PROJECT NUMBER MTL STUD RUNNER, EXISTING WALL BASE,SEE BOARD,TYP WALL BASE,SEE i GYP BD,&FLOOR �+ FIRE ELEVATIONS ELEVATIONS LIMITS REQUIRED I J` SEAL ALL • C 1 50 5 3 FLOOR1 OPENINGS CLEARANCE ACCESSIBLE m I i I CONT QUIET GLUEPRO SHEET NUMBER STEP 2 - SCREW TO WALL BETWEENEALANT - 1'-5"MIN MTL.STUD RUNNERS& ROOF DECK A402 QUIET GLUE SOUND WALL SECT RETAIL BUNKER BRAND WALL çTYP. ADA SINK CAB, 4 SCALE: 1112" = 1'-0" 8 SCALE: 1112" = 1 -0" 1 jSCALE: 1112" = 1'-0" SCALE: 1112" = 1 -0" 0 SCALE: 1 112" = 1'-0" DATE OF THIS PRINTING 5/16/2017 10:10:55 AM GH A Architecture/Development 14901 Quorum Drive Suite 300 Dallas, Texas 75254 Ph: (972) 239-8884 Fax: (972) 239-5054 c'kl,D Or, F. AN ' V',l 0.41 /Ai'. P-1 H• 01" AS • ai'C I 1 7 Litt/ a 1� o 44- < war1- z - -"N °° MI = vwc•I Nk IN& "N. xs gzt re r ... 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J 5114" - 1 6' 6" l 518 4' 0" _6' 7114" 5 51^ 8" 5' 10" 4' 9114" X51 s s° 114" Uzo 1 �- /ill 5 II?. \ \ / DO NOT SCALE DRAWINGS N / N / CONTRACTOR TO VERIFY �..� � _�__ . . -_-- -_. __ -..- -N 7 ALL EXISTING CONDITIONS AND — — � - f � - - - - DIMENSIONS-NOTIFY ARCHITECT !� __ TA 5 r 1 OF ANY DISCREPANCIES PRIOR Lc) u, I TO BEGINNING CONSTRUCTION 20 1 TA 5 20 I I A402 I A402 I ; I j NO I REVISION I I I N- I -- I o b 1 I I I I. -, = i . 7'-6112" 4'-9318" 8'-53/4" 1-1 ----1-- TA-7 if d - 4 r� 5114" 5114" i } L F - '101. \—(TA-8M)i 'r TA-8W I - r] (N ' ' , . '44 . a____, , c------ 7 \ T Jr _ Jr if° 15' 456 "' 4'-9318" 16' 3718" / ISSUE ENLARGED RESTROOM PLAN • 41111 SCALE: 112" = 1'-0" RESTROOM ACCESSORIES (NO SUBSTITIONS) ITEM DESCRIPTION MANUFACTURER 1 MODEL MOUNTING HEIGHT REMARKS TA-1 GRAB BAR-42" BOBRICK: B-6806-42 36"AFF TO TOP OF GRIPPING SURFACE STAINLESS STEEL TA-2 GRAB BAR- 36' BOBRICK: B-6806-36 36"AFF TO TOP OF GRIPPING SURFACE STAINLESS STEEL o TA-3 GRAB BAR - 18" BOBRICK: B-6806-18 MOUNT VERTICAL W/BOTTOM @ 39"AFF STAINLESS STEEL I— TA-4 TOILET PAPER DISPENSER 15" MIN AFF: 48" MAX AFF TENANT PROVIDED, GC INSTALLED 2 cc TA-5 PAPER TOWEL DISPENSER 48" MAX TO DISPENSING SURFACE TENANT PROVIDED, GC INSTALLED W TA-7 72"x36" RECT MIRROR BOBRICK: B-290 1836 40"AFF TO BOTTOM OF MIRROR SURFACE RESTROOMS CENTER OVER LAVATORY a TA-8M MEN'S RESTROOM SIGN COMPLIANCE SIGNS.COM 60"AFF TO CENTERLINE, 8"MAX FROM DOOR LATCH RED PLASTIC- REF ACCESSIBLE Cr SIGNAGE G002 TA-8W WOMEN'S RESTROOM SIGN COMPLIANCE SIGNS.COM 60"AFF TO CENTERLINE, 8" MAX FROM DOOR LATCH RED PLASTIC - REF ACCESSIBLE w SIGNAGE G002- . D TA-10 CLOTHES/COAT HOOK BOBRICK' 6-76727 48"AFF MAX TO TOP OF HOOK MOUNT TO BACK OF DOOR TYP 00 Cn TA-10A CLOTHES/COAT HOOK BOBRICK: 8-76727 MOUNT TO ADJ WALL AS SHOWN TA-10B CLOTHES!COAT HOOK BOBRICK: B-212 48"AFF MAX TO TOP OF HOOK MOUNT TO ADJ WALL AS SHOWN PROJECT NUMBER TA-11 GRAB BAR- 18" BOBRICK: B6806-18 36"AFF TO TOP OF GRIPPING SURFACE STAINLESS STEEL TA-12 GRAB BAR- 32" BOBRICK: 8-6806-32 36"AFF TO TOP OF GRIPPING SURFACE STAINLESS STEEL 60534 TA-13B ADA SHOWER SEAT ELCOMA: 62-PH3201 ADA MOUNTING HEIGHT 17" - 19", FLIP UP ACTION REFERENCE SHEET 0002 32" W WALL MOUNTED SHOWER BENCH ELEVATIONS @ SHOWER TA-15 TOILET PARTITION SYSTEM BRADLEY SERIES 400 SENTINEL, FLOOR MOUNTED. OVERHEAD BRACED STAINLESS STEEL SHEET NUMBER TA-16 DOOR STOP BOBRICK: 6-687 MOUNT TO WALL AS SHOWN MOUNT CENTER OF STOP AT 18"AFF BEHIND PARTITION DOOR A4O3 NOTE: REFER TO PLUMBING DRAWINGS FOR W.C. & LAVATORY SPECIFICATIONS DATE OF THIS PRINTING 5/16/2017 10:10:59 AM _ _ __ _ __ _ __ DOOR SCHEDULE MATERIAL ! FINISH SCHEDULE ~- ALUM ALUMINUM WD WOOD GL GLASS PNT PAINT GENERAL HARDWARE NOTES FINISHSIM . .DESCRIPTION ,'. , -'.-"•,_ ' . - ', '- .,- _. • En A BASES HM HOLLOW METAL SCW SOLID CORE WOOD STN STAIN STL STEEL 1.PREFERRED DOOR,FRAME AND HARDWARE VENDOR IS RDL SUPPLY,CONTACT LUIS MALDONADO-214.630.3965 EMAIL-LUIS@RDLSUPPLY.COM ..,. 2.G.C.TO SUBMIT CUT SHEET PACKAGE FOR OWNER APPROVAL PRIOR TO ORDERING HARDWARE PACKAGE. B-1 DISTRIBUTER:NATIONAL CUSTOM INC. - ( ,t, _ 3.ALL DOORS TO BE KEYED ALIKE. CONTACT:DANIEL ILE{770}441-1660 EXT.211 Architecture/Development •0.•,. SCHLUTER SCHIENE SCHLUTER SCHIENE 4.MAIN ENTRY DOORS TO HAVE DECAL ON MULLION ABOVE DOORS N 1"HIGH LETTERS THAT READS:"DOORS TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" EMAIL:DILE@NATLCUSTOM.COM AE100 AT ALL TILE TO AE100 AT ALL TILE TO 5.SOLID CORE WOOD DOOR WITH PLAM FINISH-L-4,TYPE 1 ADHESIVE REQUIRED. MANUFACTURER:ROPPE GYP TRANSITIONS. < GYP TRANSITIONS. 6.WHERE KD FRAMES ARE USED,ALL MITER JOINTS SHALL HAVE BONDO APPLIED PRIOR TO PAINTING. PRODUCT:4"COVE BASE-700 SERIES 14901 Quorum Drive NEW WALL,TYP . ";�_ MITER INSIDE& NEW WALL,TYP MITER INSIDE& COLOR:CHARCOAL#123 Suite 300 REF PLANS OUTSIDE JOINTS TO REF PLANS OUTSIDE JOINTS TO DOOR 0 CEILINGS/GYP I WALL COVERING - Dallas,Texas 75254 Q W J d ACT-1 2'x2'ACOUSTICAL SUSPENDED CEILING Ph: (972)239-8884 ri Q Q IL GRID:STANDARD 15/16"STEEL-WHITE FINISH Fax (972)239-5O54 _ W TILES:ARMSTRONG FINE FISSURED TEGULAR(OR APPROVED EQUAL)-YVHII E "`. a. W W FINISH.CENTER GRID IN SPACE OR AS SHOWN. '•�';' -' •• a D. co LU F— Q ACT-2 2'x2'ACOUSTICAL SUSPENDED CEILING ec '• Lu GRID:STANDARD 15/16"STEEL-WHITE FINISH - ; i- � I- z W i TILES:ARMSTRONG ULTIMA HEALTH!ZONE SQUARE LAY IN(OR APPROVED31.1) ,�� ;.L• NEW WALL TILE NEW WALL TILE DC C: Gl I I Y IY 2 I- EQUAL)-WHITE FINISH.CENTER GRID IN SPACE OR AS SHOWN. .►mac'} ''T i REF ELEVS • REF ELEVSce (7 0 Q Q " F= • 0 �� S Q D LU = W ACT-3 2'x2'ACOUSTIC SUSPENDED CEILING• (� F.AN s J ` . DOOR LOCATION REMARKS GRID;STANDARD 15!16 STEEL-BLACK FINISH IC.?::--I : ` _ © D = d S 2 t-- i i- }S TILES:ARMSTRONG FINE FISSURED(OR APPROVED EQUAL)-BLACK FINISH. iill:: ' ,''... (EXIST)MAIN ENTRY 1 - 1 Yes 3'-0" 7'-0" 1 3/4" EXIST EXIST Yes EXISTING DOOR AND HARDWARE BY LANDLORD TO REMAIN. REFER TO NOTE 4 ABOVE. CENTER GRID IN SPACE.PAINT ALL MECHANICAL EQUIPMENT 1 DIFFUSERS BLACK RESTROOM/SHOWER 2 A 2 No 3'-0" 7'-0" 1 3/4" SCW HM No UNDERCUT DOOR AT RESTROOMS 1", SEE DIAGRAM ON G002 FOR ACCESSIBLE SIGNAGE GYP-1 PAINTED GYPSUM BOARD CEILING - H t • $ `' lSTORAGE 3 A 3 No 3'-0" 7'-0" 1 3/4" SCW HM No COLOR:SW7007 CEILING BRIGHT WHITE - EXERCISE ROOM 4 B 4 Yes 3'-0" 7'-0" 1 3/4" SCW HM No DOUBLE EGRESS PAIR OF LAMINATED DOORS TEXTURE:ORANGE PEEL �`y (EXIST)SECONDARY EXIT 6 - 6 No 3'-0" 7'-0" 1 3/4" EXIST EXIST Yes EXISTING DOOR AND HARDWARE BY LANDLORD TO REMAIN. G.C.TO VERIFY AND/OR INSTALL IF PANIC HARDWARE IS NECESSARY SLAT-1 DISTRIBUTOR:NATIONAL CUSTOM INC. 0 - t l� CONTACT:DANIEL ILE(770)441-1660 EXT.211 ' 217 EMAIL:DILE@NATLCUSTOM.COM ALUMINUM SLAT WALL WITH FRENCH CLEAT MANUFACTURER:COLOR BRITE TRANS @ WALL TILE TO GYP TRANS ( CORNER TILE TO GYP FINISH:SATIN SLAT SIZE:4'WX4"H 0 SCALE: 6" = 1'-0" 0 SCALE: 6" = 1-0" WC-1 DISTRIBUTOR:NATIONAL CUSTOM INC. CONTACT:DANIEL ILE(770)441-1660 EXT.211 CI EMAIL:DILE@NATLCUSTOM.COM Ce 0 DOOR TYPES DOOR / HARDWARE NOTES PREFERRED DOOR, FRAME AND HARDWARE VENDOR IS RDL SUPPLY, CONTACT LUIS MALDONADO-214.630.3965 EMAIL-LUIS@RDLSUPPLY.COM ACOUSTIC WALL COVERING 11:4tCLW STYLE NUMBER:800J7 �,. CL STYLE NAME:CYCLERSM w D-` N COLOR NUMBER:00504 0 C) W N T `:,/ SEIST HARDWARE EALS,THRESHOLD,DEADBOLT CAN REMAIN NGE,CLOSER, QQ 3 EA HINGE:FIN:US32D BB1100 4.5x4.5 `„,/ 3�F NI6 630 58E11 4.5x4.5 NRP 06 EA FIN:HINGE:05BB1 4.5x4.5 NRP NOT USED SEALS,EXIST THR THRESHOLD,DHINGE, EADBOLT CAN REMAIN LAMINATE COLOR NAME:PEDAL WI D ,. . Q IF IN LIKE NEW COND,OTHERWISE MFR:HAGER MFR:IVES MFR:IVES `;I IF IN LIKE NEW COND,OTHERWISE L-1 DISTRIBUTOR:NATIONAL CUSTOM INC. Z g :II �W- 0 iir� ANEMOSTAT SPEC PER BELOW. • 1 EA OFFSET DOOR PULL:11JTB 1 EA CLASSROOM LOCK SET:ND70 RHO 2 EA PULL BARS:PULL NO.RM3311 SPEC PER BELOW. CONTACT:DANIEL ILE(770)441-1660 EXT.211 N }- 0 5 p" Mirk CIRCULAR VISION FIN:US32D FIN:626 MFR:ROCKWOOD EMAIL:DILE@NATLCUSTOM.COM Z 04t} I (!) Q LITE KIT W/ 6 EA HINGE:ECBB1100 4.5x4.5 MFR:HAGER MFR:SCHLAGE SIZE:36"-CENTERED 3 EA HINGE: 58B14.5x4.5 NRP MANUFACTURER:ATI DECORATIVE LAMINATESLQ < BLACK-OUT FILM FIN:US32D 1 EA PUSH PLATE:100T 4"x16" 1 EA WALL STOP:TA3211T VERTICALLY ON DOOR FIN:630 PRODUCT:MIRRORFLEX 4'x8'SHEETS Z117C'} OR OPAQUE MFR:HAGER FIN:US32D FIN 626 2 EA PUSH PLATE:PLATE NO.RM1001H MFR:IVES PATTERN:GOBI Lu BLACK TINT 2 EA OFFSET DOOR PULL:i IJTB MFR:HAGER MFR:DCI MFR:ROCKWOOD 1 EA SURFACE CLOSER:4040 XP REG/PA FINISH:ARGENT SILVER I- W 51 Cl) I"'�•GLASS FIN:US32D 1 EA SURFACE CLOSER:4040 XP REG/PA --OR--- 1 EA:WALL STOP:TA3211T FIN:ORB Ce d` MFR:HAGER FIN:630 1 EA HINGE STOP:69F14 HEAVY DUTY HINGE PIN STOP FIN 626 MFR:LCN CLOSERS L-2 DISTRIBUTOR:DANIELA:NATIONAL CUSTOM INC. (' pp CONTACT: ILE(770)441-1660 EXT.211 0CV 1 EA DEADBOLT:BC-100-630 MFR:LCN CLOSERS FIN US626 MFR:DC1 I SET SEALS:PK33 BL 17' EMAIL:DILE@NATLCUSTOM.COM r MFR:SCHLAGE 1 EA WALL STOP:236W MFR:IVES —OR— MFR:PEMKO MANUFACTURER:ARPA 2 EA FLUSH BOLTS:282(1 TOP&1 BOT) FIN:US32D CONFIRM WITH CM WHICH STOP TO USE 1 EA HINGE STOP:69E14 HEAVY DUTY HINGE PIN STOP 1 THRESHOLD:PEMKO 151 ALUM COLOR:0561,ROSSO DEVIL(RED),HIGH GLOSS FIN:11532D MFR:HAGER 1 SET SEALS:PK33 BL 17' FIN US626 PRODUCT:HIGH DENSITY LAMINATE SPECIFICALLY FOR FURNITURE FABRICATION MFR:HAGER 1 SET SEALS:PK33 BL 17' MFR:PEMKO MFR:NES 1 EA EXIT DEVICE/PANIC HARDWARE: - L-3 MANUFACTURER:FORMICA A B 2 EA SURFACE CLOSER:4040 XP REG/PA MFR:PEMKO CONFIRM WITH CM WHICH STOP TO USE JACKSON 1295 31129553628 36" COLOR:949,WHITE FIN:AL 1 SET SEALS:PK33 BL 20' FIN:626 PRODUCT PLASTIC LAMINATE MFR:LCN CLOSERS MFR:PEMKO MFR:CR LAURENCE = L 1 SET SEALS:PK33 BL 20' 2 EA SURFACE CLOSER 4040 XP REG/PA 1-4 MANUFACTURER NEVAMAR SOLID CORE WOOD DOOR SOLID CORE WOOD DOOR MFR PEMKO FIN.GRAY COLOR S60546 TEXTURED,WROUGHT IRON _ - _ -` WITH PLAM FINISH-L-4 WITH PLAM FINISH-L-4 1 THRESHOLD PEMKO 151 ALUM MFR LCN CLOSERS PRODUCT PLASTIC LAMINATE TYPE 1 ADHESIVE REQUIRED TYPE 1 ADHESIVE FLOOR FINISHES/TILE �� REQUIRED NOTE:PAIR OF DOORS ARE HINGE SET f-1 DISTRIBUTOR:NATIONAL CUSTOM INC. - - Air FINISH NOTES: TO SWING IN OPPOSITE DIRECTIONS CONTACT DANIEL ILE(770)441-1660 EXT.211 • PAINT ALL HOLLOW METAL DOOR FRAMES.REFER TO INTERIOR PRO :CE 'x24 FLOOR TILE _ PRODUCT 12"x24"FLOOR TILE �� _ ELEVATIONS NOTE SALES/CHECK IN,LOBBY • ANEMOSTAT CIRCULAR VISION UTE KIT 10 FP ROUND 24",GREY COLOR BASALT PRIMER.PAINTED TO MATCH DOOR.MOUNTING SCREWS SHALL INSTALLATION 1/3 RUNNING BOND IN DIRECTION SHOWN ON PLANS - 3 BE INSTALLED FROM EXERCISE ROOM SIDE OF DOOR. GROUT TEC COLOR:#908 DOVE GRAY. = '- GROUT NOTE USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED WITH CEMENT BASED GROUT)IN PLACE OF WATER. DOOR/HARDWARE : NOTES F-2 NOT USED - DO NOT SCALE DRAWINGS F-3 DISTRIBUTOR:NATIONAL CUSTOM INC. CONTRACTOR TO VERIFY • DOOR CLOSERS SHALL TAKE AT LEAST THREE SECONDS TO MOVE TO A CONTACT:DANIEL ILE(770)441-1660 EXT.211 ALL EXISTING CONDITIONS AND POINT THREE INCHES FROM THE LATCH,MEASURED TO THE LEADING PROCDIMENSIONS-NOTIFY ARCHITECT PRODUCTE@NATL• :1Zx12"MESH MOUNTED MOSAIC TILE ESH OUNT EDGE OF THE DOOR. NOTE SHOWER FLOOR TILE OF ANY DISCREPANCIES PRIOR • ALL DOORS NOT LABELED ARE EXISTING&ARE TO REMAIN AS IS. COLOR:GORGE DARK GREY TO BEGINNING CONSTRUCTION • NEW DOORS SHALL BE LOCATED 4"FROM ADJACENT WALL UNLESS NOTED GROUT:SPECTRALOCK OTHERWISE,OR AS REQUIRED FOR HARDWARE INSTALLATION. COLOR:45,RAVEN • DOOR HANDLES,PULLS,LATCHES,LOCKS&OTHER OPERATING DEVICES GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED NO I REVISION SHALL BE AT A MAXIMUM HEIGHT OF 48"(1219 MM)ABOVE THE FINISHED WITH CEMENT BASED GROUT)IN PLACE OF WATER. FLOOR.THE OPERATING DEVICES SHALL BE CAPABLE OF OPERATION WITH - ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,TIGHT PINCHING F-4 DISTRIBUTOR:NATIONAL CUSTOM INC. OR TWISTING OF THE WRIST TO OPERATE. CONTACT:DANIEL ILE(770)441-1660 EXT.211 • ALL MEANS OF EGRESS DOORS SHALL BE OF A SIDE-SWINGING TYPE. EMAIL:DILE@NATLCUSTOM.COM 6" • ALL DOORS SHALL SWING IN THE DIRECTION OF EGRESS WHERE SERVING NOTE:SHOWER WALL TILE T4"ILE AN OCCUPANT LOAD OF 50 OR MORE PERSONS OR WHERE SERVING A COLO: :ARCTIC WHITLL T(M HIGH HAZARD OCCUPANCY. COLOR: WHITE(MATTE FINISH) INSTALLATION:STACKED PATTERN • THE OPENING FORCE FOR INTERIOR SIDE-SWINGING DOORS WITHOUT GROUT:TEC CLOSERS SHALL NOT EXCEED A 5 POUND(22 N)FORCE.FOR ALL OTHER COLOR:#908 DOVE GRAY.1/16"SPACING BETWEEN TILES SIDE-SWINGING,SLIDING&FOLDING DOORS,THE DOOR LATCH SHALL GROUT NOTE:USE GROUT BOOST STAIN RESISTANT GROUT ADDITIVE(MIXED RELEASE WHEN SUBJECTED TO A 15 POUND(66 N)FORCE.THE DOOR WITH CEMENT BASED GROUT)IN PLACE OF WATER. SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 POUND(132 N) f 5 DISTRIBUTOR:NATIONAL CUSTOM INC. FORCE.THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 POUND(66 N)FORCE.FORCES SHALL BE APPLIED TO CONTACT:DANIEL ILE(770)441-1660 EXT.211 THE LATCH SIDE. EMAIL:DILE@NATLCUSTOM.COM MANUFACTURER:LONSEAL(VINYL FLOORING) ISSUE NOTE:COMMUNITY ROOM&THEATER PRODUCT:LONPEARL 6'x60'ROLL W/HD PLUS SEALER COLOR:713 BALEEN GRAY PAINT P-1 MANUFACTURER SHERWIN WILLIAMS COLOR/FINISH:SW7005 PURE WHITE-EGGSHELL NOTE:ALL WALLS TO BE PAINTED P-1 UNLESS NOTED OTHERWISE P-2 MANUFACTURER SHERWIN WILLIAMS - COLOR 1 FINISH:SW7674 PEPPERCORN-EGGSHELL P-3 MANUFACTURER:SHERWIN WILLIAMS COLOR/FINISH:SW6868 REAL RED/EGGSHELL INTERIOR EXTERIOR NOTE:PAINT AT MARKERBOARD:BASE COAT(2 COATS)-SHERWIN WILLIAMS. TOP COAT:IDEA PAINT,CLEAR NSTALLATION PER MANUFACTURER'S RECOMMENDATIONS N- r P-4 MANUFACTURER:SHERWIN WILLIAMS h: ,� SHOWER TILE ® THRESHOLD „ TILE TILE ® CONCRETE lo, VINYL CONCRETE ♦ TILE VINYL COLOR/FINISH:SW7646 FIRST STAR-WATER BASED EPDXY ` DRAIN ��Os- JAMB(BEYOND) P-5 MANUFACTURER:SHERWIN WILLIAMS ([3 COLOR/FINISH:SW6868 REAL RED-EGGSHELL o SCHLUTER EDGE REND-U I-- SHOWER SIDE THRESHOLD DRAIN.TO BE FLUSH WITH FLOOR AND AEU100-AE SCHLUTER EDGEALUM 2 SHOWER TILE AND TO RENO-U AEU100-AE STOREFRONT MEET ACCESSIBILITY g 1" ROPPE VINYL ENTRY DOOR PER a. CODE.REF PLUMBING . ACCESSORIES TILE N SCHEDULE REDUCER,SEE MATERIALS DOOR SWEEP O 1:48 MAX SLOPE TO DRAIN Y LEGEND FOR SPEC _ �, r >• . , . • •r . • LLI '+ ,ffi - 1. a ,� : `' • * ' • ' .. - PER SCHEDULE .••• � M. `a •fes• a • • . �'i •r �•• _ i, d: '-•" i a`d •• C •r t'• _ •� • 'a. '• a`d . ' �' + s'• .~i � •'•'• d •.d •a ♦' `' t u • ;' ' ; , r _ 4 % EXTERIOR TRANSITIION CO�/� ♦'•. _.Q• - - `:- _ . .a •• �•• j .. - . _ b .'•"'d r- j :•• . - + ,6 �d •` j +:• -:4. e - ' ♦ ♦• - d .- " h - i - CO - •I•'_t + _ •~'d • 'd, ,• �• ,�..Q• r.,d' y,`„r ♦ .• _. _�, `t, js, 'a' `.:..Q` 'd' ,�, 1 ♦ .+ _. _t• +• •a ,a' �.: r,'d• y, ',,, - .+ �, ,�• •+, d •a• 'r• �-• r a .. - .• ai d •+• a '♦ +'- '• +'- a: i. , .+ •.. !';�• ... '+' ♦1 a♦ a'-4 •• •� �- •:, '_♦ �� ; .+ d' > i •r �' ,♦ �'•d. 'a ,� , « '' _ ♦'d • a � % :. ; � %. -':.• %:•♦.; • •'. - - :� % •+'. .. � •, •`. :• : FLOOR TYPE THRESHOLD SET • _ r �• ,�`• - ,!' ra a. � :+ • • .a♦ - ! •� `d -!� 1 • ♦ .� • • • i♦ ••'` f '.' "+d' ,• '�• +'1 •._ _� • a •af ''f - ,i '4:.. . -�• t-1 a. •• .• :• . • 3 • •4 .• . .•• ':� • FINISH PER IN FULL BED OF MASTIC °• . •a. .• . : ; ..d-. • '.; ' ' , .• :• � .a .., ..•• •`•�'=• � • - :a , PROJECT NUMBER I ( . _-' _d. a• 'B • A - ♦ ": •--"..'"-...- .:e• .4 • ,----4, • ,.. • 'b _ - � e,. : - •i _ •aI r .d : • , i • • d b PIAN Flg , —11 C 160534 EXISTING EXISTING SLAB EXISTING SLAB EXISTING SLAB r'`s. •• `.. '`' , SHEET NUMBER SLAB EXPANSION JOINT WI SEALANT(WHERE OCCURS) A601 TRANS IN SHOWER TILE TO TILE TRANS @ TILE TO CONC TRANS @ VINYL TO CONC TRANS @ TILE TO VINYL EXTERIOR THRESHOLD 4 SCALE: 6" = 1'-0" (11) SCALE: 6" = 1-0" SCALE: 6" = 1-0" 20 SCALE: 6" = 1-0" 24 SCALE: 3" = 1-0" . - DATE OF THIS PRINTING 5/1612017 10:11:02AM _-___:: __ _: , _ _ 2'-7112' 3-33/8 1'-61/4 f f ,:-_,.:.-i-_-:-__=,,i= " 1 1. _ �' lirHANEX NEO-WHITE HANEX NEC-WHITE Architecture/Development SOLID SURFACE � ADJUSTABLE SOLID SURFACE SHELVES 14901 Quorum Drive itit" Suite 300 oS414* if STAINLESS STEEL Dallas,Texas 75254 V► PULLS 3-4' Ph: (972) 239.8884 101.411)0" 1' , Fax: (972)239-5054 '� 11141111111111111110. , I / GENERAL CONTRACTOR � ARPA 0561 ROSSO I ��001113. �~ � DEVIL RED HIGHTO AFF X CABINET TO\ (RED), � WALL.CONFIRM WITH GC. , D '. '`{i N ARPA 0561, GLOSS LAMINATE i� ' ROSSO DEVIL o co Oki 1401 �'_ CONCEALED CUP I � RED HIGH t\\\N"%'•••- `" ( (� GLOSS LAMINATE HINGES ON DOORS �► ARPA 0561,ROSSO ; ' 7'-5 718„ `' DEVIL(RED),HIGH 'N / Jr ARPA 0561,ROSSO ARPA 0561,ROSSO ~� GLOSS ` ``� .ofF.::::::;.1 .ccis..) DEVIL(RED),HIGH DEVIL(RED),HIGH PLAN VIEW LAMINATE TOEKICKS -GLOSS LAMINATE GLOSS LAMINATE PLAN VIEW TOEKICKS TOEKICKS2 11 1 7 _ WHITE MELAMINE INTERIORS 7'-5718" 7112' jr � � zo 314" I l III 111 I II I I I I I I I I I II I II I 0 II I II I I II I 1111 I II I I.I I I II II II II - ♦ `� 0 'd wiz 1... z >. 0 ih M o •` W Nif 3_4" � � W ti • ir If 1'-0" if 1....,bw,-4,.....A re E9 � zu. Qac j it 1 ADJUSTABLE J cc um! M - ( . 11 SHELF Z O J O � Omp — v� ti 314" 9 3/4" It = tJ) �Jr 7-43/8' I,6RIGHT ELEVATION f t�i 0 z FRONT ELEVATION n , WHITE MELAMINE W W 0 060") r.94 4 4'-7 1/2" 71/2" N � � :111: INTERIORS >111 !-- W �7'-57/8"' 3'-1" 1'-61/2" 40 4'-10318" 2'-7112" 10112" ,N ,y H 1 UNFINISHED�` �.=.1 11111 E 4 BACK 111 011:, s , , , , , .; - 1= Mot, - `7 r' 1::::1,;-;-;:_r__. -:--_ .---1,:_:::,..0141 - 2_ - ,i...L: i ZNi . . . . 11 11•�� FRONT ELEVATION RIGHT ELEVATION SECTION D \ ► L 1'-101/2" SECTION A SECTION B Jr - ";:::17.-'1:-_ ---::---------:--',;*117---!:::: RECEPTION DESK 8 RECEPTION BACK BAR el SCALE: 1/2" = 1'-0" SCALE: 1" = 1'-0" DO NOT SCALE DRAWINGS CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS-NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION - 4111111t ) / NO !REVISION NEO-WHITE ,iii""" �� SOLID SURFACE _ `, .,.....1144004. �� WHITE MELAMINE '� ,► STAINLESS STEEL BOX IS INTERIORS ►,► III REMOVABLE 1 �1► ► . q'i► ,,,E e ARPA 2516 111 MADREPERLA VG ` 4 I:, -7:14%., ► "'iv , 1,-6" f LAMINATE EDGES /.i . 1'-2 �i'', ''--.,w ARPA 2516 / f 10 i+ MADREPERLA VG ARPA 2516 E LAMINATE BACK FACE ti 8'-0" 1" MADREPERLA VG �,, ISSUE Jr olf Ac---N4 LAMINATE TOEKICKS � PLAN VIEW �� 24"TALL PANEL VINYL BASE HEADER M - Za `� - -- -- -- ' \°\ PLAN VIEW 1 g I 26" I , N /) f i I�' a - LOCK-1A —LOCK•1A r `� I 27 3/4" 11 N ` "1► < r, 27 314" W GLS ORBACK OF OTHER 1111111111111 �``\`, ! „ MB / b 1'-3112 o' 1' 31/2" o 1 - �i I v �, DSC DIA NUMBER •% ,}.� N N I 1 - l- 2, {" `�~--KEYLESS SECURITY I I ' 'It 1111111111111111 =' �' SECTION D e- SECTION E KEYLESS SECURITY LOCK•1A AT "' MI W LOCK•1A AT/ ACCESSIBLE CL t:•;tACCESSIBLE \ LOCKERS 0 `.0 LOCKERS g 3to ;t O w «s x N. n 6 6„ Li- \ M Cr) - o EC. 7W30" it \ z•, r,CO D z ui 13114" / tiY I I I M f 18314" —28 41 o '�► V� M «, I�I PROJECT NUMBER • J -V- ,-, 1�l Vd� GC TO INSTALL VINYL GC TO INSTALL VINYL to r° I _ I BASE OVER BLOCKING BASE OVER BLOCKING f91/8"fC 160534 M " M FRONT ELEVATION BASE SECTION BASE TYP 173/4" 173/4" 173/4" 173/4" - N N f 205/8" , ` f f '� 'i _ • NOTES: FRONT ELEVATION END ELEVATION • \ 1. LOCKERS MUST HAVE LEVEREQUAL HARDWARE. SECTION C U A E OR SHEET NUMBER 2. BOTTOM SHELF MUST BE A MINIMUM OF 15" AFF AND TOP HOOK I SHELF MAXIMUM 48" AFF. 3. LOCKERS SHALL BE IDENTIFIED WITH THE INTERNATIONAL SYMBOL. FRONT ELEVATION RIGHT ELEVATION 4. GC TO INSTALL OWNER SUPPLIED USB OUTLET & CABLING IN EACH LOCKER AS REQUIRED. MWO I COMMUNITY ROOM BAR LOCKERS SHOE CUBBY SCALE: 1/2" = 1'-0" e SCALE: 1/2" = 1'-0" 20 SCALE: 1/2" = 1'-0" DATE OF THIS PRINTING 5/16/2017 10:11:07 AM . . . . . . . . I I L . . . AIR DEVICE REFER ALSO TO SHEET MEP1.0 TIGARD, OR NOTE: KEY NOTES BY SYMBOL '0 ' CONTRACTOR NOTES: CONDENSATE LINE SIZES: NECK CHART FOR MORE MECHANICAL NOTES _THE EXISTING BUILDING INSULATION IS R-11 FOR THE ROOF. _ ,. :.- I MANDATORY TEST AND BALANCE :_.‹,:,:4,.-,i;;;- .,•:1, _!_:-.---:: :;:':°: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY. 3/4" UP TO 2 TONS CONNECTED. REPORT BY UCENSED 3RD g O NEW RTU ON INSULATED ROOF CURB LOCATED ON ROOF THE ARCHITECT, LANDLORD OR TENANT OF ANY 1" UP TO 5 TONS CONNECTED. PARTY TO BE PROVIDED TO 8"0 - 0 TO 180 CFM ABOVE. REFER TO MEP1.0 FOR ROOF PLAN. DISCREPANCIES ENCOUNTERED ON THE PLANS OR IN Architecture / Development EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 1-1/4" UP TO 25 TONS CONNECTED. OWNER AND 'ARCHITECT UPON 10"0 - 185 TO 350 CFM 14901 Quorum Drive 1-1 2" UP TO 50 TONS CONNECTED. COMPLETION OF HVAC WORK. 22 PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT, HONEYWELL / 12"0 - 355 TO 550 CFM Suite 300 VISION PRO 8000 WITH REMOTE SENSOR, AND AUTO BIDDERS ARE TO VISIT THE SITE AND FAMIUARIZE 2 UP TO 170 TONS CONNECTED. DRYER VENT CALCULATION Dallas Texas 75254 CHANGEOVER AND RELATED WIRING TO CONTROL EACH UNIT. THEMSELVES WITH EXISTING CONDITIONS AND SATISFY 14"0 - 555 TO 850 CFM , MOUNT T-STAT AT 48" AFF, SENSOR AT 96" AFT. THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. MECHANICAL SYMBOL LEGEND » 17'-0" HORIZONTAL LENGTH Ph: (972) 239-8884 WATER HEATER COMBUSTION AIR CALCULATION, THE BASE BID SHALL REFLECT MODIFICATIONS TO SYSTEMS16"0 - 855 TO 1350 CFM 0 HVAC CONTRACTOR TO FURNISH AND INSTALL DUCT SMOKE AND DEVICES AS REQUIRED BY STATE AND LOCAL CODES ONE PERMANENT OPENING: --0 6' ' VERTICAL LENGTH Fax: (972) 239-5054 DETECTOR IN RETURN AIR DUCT TO MEET LOCAL CODE WHETHER INDICATED OR NOT ON CONTRACT DOCUMENTS. SYMBOL DESCRIPTION 18"� - 1360 TO 1750 CFM 2 45 DEGREE ELBOWS REQUIREMENTS IF NOT PRESENT. BASE BID SHALL ASSUME THE SUBMISSIONS OF A BID WILL BE EVIDENCE THAT SUCH 1 SQ. INCH REQUIRED PER 3,000 BTUH INPUT. 0 THERMOSTAT @ 48" AFF **USE ABOVE SIZES UNLESS 1 90 DEGREE ELBOWS DETECTORS ARE INSTALLED IN EXISTING UNITS GREATER THAN AN EXAMINATION AND COMPLIANCE WITH GOVERNING CODES OTHERWISE INDICATED. 28'-0• TOTAL DEVELOPED DUCT LENGTH - OR EQUAL TO 2000 CFM. / REQUIREMENTS HAS BEEN MADE. LATER CLAIMS FOR 76,000 BTU WATER INPUT. () DUCT MOUNTED SMOKE DETECTOR - LABOR, EQUIPMENT, OR MATERIALS REQUIRED OR FOR 000/3, 04 4" DRYER VENT UNE ROUTED AS SHOWN TO EXTERIOR WALL, DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN 76,000/3,000 = 25.5 SQ. INCHES. 0 REMOTE ROOM TEMPERATURE SENSOR AT 96" AFF HVAC SUMMARY: TERMINATE WITH DRYER VENT CAP. FURROUT WALL IF FORESEEN, HAD AN EXAMINATION AND CODE REVIEW BEEN NECESSARY TO KEEP VENT WITHIN WALL DRYER MUST BE MADE, WILL NOT BE ALLOWED. 6" ROUND MAKE-UP PIPE: --I VOLUME DAMPER 3,459 SQ FT. CYCLE BAR PROTO NOTE: ABLE TOHANDLE A DEVELOPED DRYER DUCT LENGTH OF -- +/- 35S. WALL SHALL BE THICK ENOUGH TO ACCOMMODATE AREA = 3..2*PI♦ = 9*3.1415 = 28.3 SQ. IN. El MOTORIZED DAMPER WITH ACTUATOR THIS IS A SHALLOW STRUCTURE BUILDING. HVAC RUNS ARE A 4" DRYER DUCT. * HIGH AND LOW WALL LOUVERS L3"X14" MAY BE AHU AIR HANDLING UNIT 20.0 TONS DIAGRAMMATIC. ADJUST AS NEEDED TO AVOID STRUCTURAL ELEMENTS, SPRINKLER PIPING, ETC. ROUTE RUNOUTS " USED IN LIEU OF O.A. MAKE-UP DUCT. THROUGH WEBBING AS NEEDED. VISIT SITE AND/OR PROVIDE 55 DISCHARGE 1 PRIMARY CONDENSATE VIA INDIRECT WASTE EF EXHAUST FAN (MINIMUM 3" AIR GAP) TO MOP SINK, OR TAIL PIECE OF ') 72.9 SF/TON ALLOWANCE IN BID TO ADJUST TO FIELD CONDITIONS. NEAREST HAND SINK. SLOPE 1/4" PER FOOT. t, BD BAROML I RIC FLAP DAMPER SO CONTRACTOR SHALL ENSURE THAT ALL FRESH AIR INTAKES - - - - 11 77.-'1 1 1 NikiN; I - CB, ANYWHERE NOTE: CONTRACTOR SHALL PROVIDE ONE ARE AT LEAST 10'-0" AWAY FROM EXHAUST SOURCES "' 1_41T F-1- � � AIR DEVICE SCHEDULE ADDITIONAL OCCUPANCY SENSOR AND CO2 SENSOR IN CYCLE <[ (PLUMBING VENTS, EXHAUST FANS, COMBUSTION EXHAUST, ,.,_.. .,-__ .......„.„. .r...1, .,.-p.,., 1 ,. - THEATRE. THE CO2 SENSOR SHALL CONTROL THE OUTSIDE O ETC.). PROVIDE OFFSETS AND ADJUST/RELOCATE EQUIPMENT ..-. _.,. .. 3, :�_ __...,,,..,.,. � :,! , CY AS NEEDED. - - - \\, - SYMBOL TAG MANUF. CATALOG # FIXTURE DESCRIPTION NECK SIZE REMARKS AIR DAMPER POSITION TO OPEN DAMPER TO MINIMUM - Ch 1 1- - SETPOINT WHEN CO2 SENSOR SENSES MORE THAN 1100 PPM W -{ - n `A .. A TITUS TMS 24x24 SUPPLY GRILLE/ SEE PLAN ALUMINUM, BORDER TYPE 1 IN GYP, BD. CLG. (ADJUSIIBLE) DURING OCCUPIED HOURS, AND SHALL CLOSE 1- II ��' �;d 12x12 SUPPLY GRILLE PAINTED BLACK TO MATCH CEILING WHERE O7 ROUTE 14"S4 EXHAUST DUCT UP THROUGH ROOF TO NEW �; , �_ ,j �► CEILING IS NOT WHITE, REF ARCH. SHEETS. WHEN CYCLE THEATRE OCCUPANCY SENSORS GOES D L N ROOF MOUNTED EXHAUST FAN. PROVIDE WITH GRAVITY BACK �� ii, � a \.4":.-- ( 30-MINUTES WITHOUT AN OCCUPANT. THE CYCLE ROOM IS 0 U W CV DRAFT DAMPER. REFER TO MEP1.0 FOR ROOF PLAN. - I i - 4 • , s• - - .;