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BU P2017 - 00120 CONSULTANT: ILIMMI \/71 I . , , RECEIVED RESF'ONSIB ILITY SCHEDULE PROJECT DIRECTORY LIST OF DRAWINGS LLTG.C. ; TENANT LL T.G.G. TENANT MAY 1 1 2017 GENERAL REQUIREMENTS EF I F I F I N/A REMARKS SIGNAGE E F I I F WA REMARKS PROJECT TENANT COORDINATOR BUILDING DEPARTMENT No. DRAWING NAME 155UE CURRENT REVISION CITY OF IIGARD REQUIRED RERIOURSABLE LL FEES • • STOREFRONT SIGN • • TA TO COORDINATE W/SIGN VENDOR TUM( MAGERICH CITY OF TIGARD DATE DATE BUILDING DIVISION WASHINGTON SQUARE 11411 N TATUM BLVD BUILDING DIVISION PERMITS/FEES(APPLICATIONS FILED BY TUMU • • BY CO.REIMBURSED AT FACE VALUE BY T1P11 BLADE SIGN • • SY SIGN VENDOR,VERIFY WITH MALL SIGNAGE CRITERIA 9585 SW WASHINGTON SQ RD PHOENIX,AZ 85028 13125 SQ HALL BLVD PROJ EGT ORIENTATION CERTIFICATE OF INSURANCE • • BLADE SIGN MOUNTING BRACKET • • VERIFY WITH MALL SIGNAGE CRITERIA PORTLAND,OR 91223 CONTACT: RD TIGARD,OR 91223 HAZ-MAT ABATEMENT • • - • AS REQSIGN ON FINS • • BY SIGN VENDOR P ILLUMINATED,BY M.W.V..IF NON-ILL SPACE •J02 PHONE: (602)953-6526 CONTACT: DAN NELSON EMAIL: karenmayrlardemacerichcom PHONE: (503)118-2439 110 TITLE PAGE 04/14/11 05/02/1 TEMPORARY UTILITIES VINYL DECAL 1 • • BY SIGN VENDOR - - T1.1 SYMBOLS $ ACCESSIBILITY STANDARDS 04/24/11 BARRICADE AND PANT(MALL STD COLOR) A 1111.:Ell. TOILET ROOM ACCESSIBILITY SIGNAGE • I • -� TENANT ARCHITECT CONTACT ENGINEER CONTACT - -- SERVICE DOOR TENANT SIGNAGE • • CONFIRM WITH MALL CRITERIA TUM(, INC. CORTLAND MORGAN, ARCHITECT DUNHAM ENGINEERING T'EMP wINDOWBARRICADE GRAPHICS COORDINATE GRAPHICS VENDOR ALU P4NEL SYSTEM • REFER TO DISTRIBUTOR INFO ON TTD --- 1001 DURHAM AVENUE, 111 N.FIELDER ROAD 50 SOUTH SIXTH STREET,SUITE 1100 GENERAL INFORMATION ARCH ITEGT: BARRICADE REMOVAL/DISPOSAL • • SOUTH PLAINFIELD,NJ 01080 ARLINGTON,TX 16012 MINNEAPPOLIS,MN 55402 . _ .. u TGC rENAwr CONTACT: JOANN EDWARDS TEL: (612)465-1632 112 1 DIMENSION CONFIRMATION PLAN 04/24/11 05/02M DEMOLITION AND REMOVAL • • FIXTURES E F IF IF I N/A REMARKS CONTACT: PATRICIA DEANGELIS PHONE: (811)635-5696 EMAIL: Mellssa.Malek€dunhamenscom _ - _ - PROJECT MANAGER DEMOLITION E LL T.G.C. TENANTr�1 .N/A REMARKS �W� • • SEE SHEET 440 FOR DETAILS PHONE: (908)156-4400 X-1051 GN1.0 GENERAL SPECIFICATION NOTES 04/2411.1 F IF IF I �7 - . ._ ... . ... FREESTANDINGFLOORFIXTURES • • EMAIL: PatrlciaDeArgelisetuml.com --- --- - - - STOREFRCNT • ♦ W - e SPRINKLER CONTACT ALU PANEL CONTACT GNI.( GENERAL SPECIFICATION NOTES 04/24/11 C IM - WALL FIXTURES • • BT M W V,BLOCKING BY TGC CONTACT: YOSHIE ABE CEILING/LIGHT FIXTURES • • _______ REAR WALL 1 IYr Ar•F FIN SYSTEM - I • • STORE PLANNING WYATT FIRE PROTECTION, INC. TUBELITE . FIXTURES/FNISHES - • • ------ PHONE: (908)156-4400 X-104 9095 SW BURNHAM ST. 300 E PARK STREET GN12 GENERAL SPECIFICATION NOTES 04/24/T1 L A N D VII PROPS oPERATICN SUPPLIES • • MC.TO ASSEMBLE.ODOR)WW1 FM FOR LIST EMAIL: YoshleAbemtumi.com TIGARD,OR 51223 MOONAGHIE,NJ 01014 MORGAN y, PARTITIONS/DOORS(NOT DEMISING) • • STOREFRONT PLATFORMS • • "CORAM CONTACT: KEN SUTHERLAND CONTACT: TERRY DESANTIS BARR IGADE TOILET ROOM • • ___ ___.. FEATURE WALL TV E BRACKET • • • TEL: (503)684-2928 TEL: (201)641-1011 EXT. 1116 EMAIL: tdesantis*Wbellte.com - ---_ -..__ ---- ARCHITECT SIGNAGE • • TOUCH-SCREEN KIOSK TV BRACKET -r� • • B1.0 BARRICADE PLAN N/A LL T.G.C. TENANT LL TGC TENANTFIRE ALARM CONTACT PROJECT MANAGER STOREFRONT CONTACT - - FLOOR CONSTRUCTION F I F I - F I WA REMARKS STOCKROOM E F 1 F 1 F 1 N/A REMARKS SIEMENS BUILDING TECHNOLOGIES, INC. LAMI GRUBB MANAGEMENT AMERICAN PRODUCTS, INC.(ASI) A DEMOLITION 711 N. FIELDER RD. COMPACTED FILL --1 15201 NW GREENBR1AR SUITE A4 SERVICES, INC. 12151 W LINEBAUGH AVE •335 - -- ARLINGTON, TX 76012 • • • WHITE BOARD • • I BEAVERTON,OR 91006 1425 FORBES AVENUE,SUITE 400 TAMPA,FL 33626 Di0 DEMOLITION PLAN WA GRAVEL BASE • • • CONTACT: JEFF NEELY PITTSBURGH,PA 15215 CONTACT: NATHAN SHER11AN P H: (81 7) 635-5696 PEGBOAD/CORK • • TEL: (503)234-5955 CONTACT: ROZLYNN ROMAN TEL: (813)525-0144 VAPOR BARRIER • • • PEGBOARD W/DROP DOWN SHELF • • TEL: (412)243-3430 EMAIL: nshermaneamerlcanprod.com ARCHITECTURAL FAX: (81 7) 635-5699 CONCRETE SLAB • • • . • EMAIL: rreaftanelga-partr 9.Ccm These drawings are instruments of the Architect's service and are the SHELVING UNITS(FIXED E ROLLING] - - property of the Architect.They shad not be reproduced or used In any way, whatsoever,without the written permission of the Architect.©2017 - EXPANSION/CaNrROL JOINTS • • • -- ' - A1.0 CONSTRUCTION: PLAN 4 NOTES 04/24111 05/02/17 -_- STANDARDS AND SHELVES • • AS NOTED SLABPREPAR4rICN • • • ASREQ.FOR PROPER FLOOR FMISNIN6TALL __- MANAGERS DESK/our(DEN( • • AREA CALCULATIONS 4 OCCUPANCY tiCY A1,1 FINI5]-1 PLAN 4 DETAILS 04/240 05102/1-1 TRENCH/CORE DRILL FOR CONDUIT • r). G - G TO XRAY SLAB METAL EMPLOYEE LOCKERS • • _.._ . _ - .-. PLUMBING=FLOOD TEST FOR TOILET • • I IF REQUIRED ST LL , COOLER GG r0 SUPPLY OUTLET/REFER TO POWER PLAN , 42.0 LIGHTING PLAN 4 DETAILS 04/24/11 • •• I GROSS LEASED AREA : 1050 SQ.FT. LL TG>r, TENANT ! ---- SALES AREA 820 5Q.FT.130 5F.PER PERSON = 28 PERSONS - WALLS E F I I F IF I RIA REMARKS SAFE • • cic TO BOLT TO FLOOR-_.__... .- _ • _--_ STOCK AREA/RESTROOM : 230 5Q.FT./300 SF.PER PERSON = I PERSONS A2.1 REFLECTED CEILING PLAN 4 DETAILS 04/24/11 05/02/11 ----- STOCKROOM LADDER • COORDINATE SIZE WITH TUM(PM - • • TOTAL OCCUPANCY 25 PERSONS DEMISING PARTITION STUDS • • • • • • • • - KRCNOS BIOMETRIC TIMECLOGK • • REFER TO TEMPLATE PROVIDED BY TIM.POWER A30 STOREFRONT PLAN, ELEVATIONS 4 SIGN 04/24/11 05/02111 DEMISING PARTITION DRYWALL TGC TO PATCH AS REQ. PROVIDED BY TGC DETAIL • • I a T .C. TENANT CODE INFORMATION . - TOILET ROOM FRAMING,BLOCKING, BD. MECHANICAL E RIA REMARKS A3.1 STOREFRONT SECTIONS 4 DETAILS 04/24/11 05/02/1'1 SALES ALFURRM A LOCKING,GYP ED ROUND COLLMS • • F IF IF I - -- --- THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS HVAC LNII/RTU/vAV BOXES SEE MECHANICAL SHEET APPLICA SLE GODES MEANS OF EGRESS: WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO • • • • IA32 STOREFRONT SECTIONS 4 DETAILS N/A SCALE SUCH WFORMATION BUT TO CONTACT THE ARCHITECT OR 1-115 REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH DEMISING INSULATION • • • 1 TAO TO PATCH I REPAIR A5 APPLICABLE SUPPLY 1 RETURN DUCTWORK • • SEE MECHANICAL SET BUILDING: 2014 OR STRUCTURAL SPECIALTY CODE OCCUPANT LOAD: MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY - --- --- (MERCANTILE AREA)SALES AREA = 520 SF./30 SF. 433 STOREFRONT SECTIONS 4 DETAILS WA OR SCALE CORRECTLY TO THE INDICATED SIZE. TAPING t SPACKLING • • CHECK IF FIRE PROOFING IS NEEDED DIFFUSERS/GRILLES • • SEE MECHANICAL SI-EET BASED ON 2012 IBC PER PERSON a 28 PERSGNS _ • -. PLUMBING: 2014 OR PLUMBING SPECIALTY CODE - LL TA.G, TENANT THERMOSTATS/SENSORS • • _ _ MECHANICAL: 2012 INC STOCK AREA / TOILET ROOM: 230 SF./300 S.F.PER 44.0 INTERIOR ELEVATIONS 04/24/11 05/020 CEILINGS E N/A REMARKS - F IF IF I TOILET ROOM EXHAUST FAN • • ELECTRICAL: 2014OR ELECTRICAL SPECIALTY CODE PERSTOTAL OCCUPANT LOAD : 29 PERSONS N 2 I PERSONS _._.. DATE: ISSUE --- EASED ED ON 2014 NEC GYP.BD.CEILING SYSTEM 4 SOFFITS FIRE DAMPERS/SMOKE DETECTORS • • ACCESSIBILITY: 2003 ANSI AlI1.I /ADA A4.1 INTERIOR ELEVATIONS 04/24/11 SUSPENDED T-BAR AGT ORD 1 TILES • . REFER TO SHEET A2.0FIRE DAMPER CONTROL SYSTEM _ • • -- ENERGY: 2009 (ECC W/AMENDMENTS EXIT ACCESS TRAVEL DISTANCE: 100' (WITH SPRINKLER 04/24/1T1 TUM 1 c10% REVIEW SET FIRE: 2012 IFC SYSTEM) 45.0 DOOR DETAILS 04/24/11 TOILET ROOM CEILING • • SMOKE EVAC SYSTEM • • CONFIRM WITH MALL CRITERIA MINIMUM NO.OF EXITS: REQUIRED: 1 EXITS PROVIDED: I 04/26/1/ LANDLORD SET INSULATIGN • •• • AS REQUIRED CERTFIED AIR BALANCE REPORT SEE 51•I£ET MID FOR REQUIREMENTS OGCUPAN Y MINIMUM EGRESS WIDTH: 29 PERMS X .2" (WITH 1 1 1 -_ -- • SPRINKLER SYSTEM) : 5,8" Ab.O LOW VOLTAGE WIRING PLAN 4 DETAILS I 04/1411'1 05/02/11 ACCESS PANELS • • AS REQUIRED IN PLAN 4 FOR MALL ACCESS CONTROLS AND CONNECTORS • SEE MECHANICAL SHEET CLASSIFICATION OF BUILDING USE OR OCCUPANCY AND MINIMUM WIDTH OF CORRIDORS: 44" (36" IF OCCUPANT - OS/02/1 REVISION 1 - PERMIT SET -_-.. • GENERAL REQUIREMENTS FOR ALL OCCUPANCIES USE LOAD IS LESS TI-IAN 50) LL TGG. TENANT GAS SERVICE • FOR APPLICABLE UNIT GROUP: M - MERCANTILEFI/CI ORES STOREFRONT E RIA REMARKS ----- - - EXIT ACCESS: SALES AREA EGRESS ACCESS = 12" - PIF IF I TESTING AND BALANCING SEE SHEET MID FOR REQUIREMENTS CONSTRUCTION TYPE: II N,FULLY SPRINKLED - ---- -------- --- -- - • • STOCK AREA EGRESS = 36 (WITH SPRINKLER SYSTEM) STRUCTURAL STEEL FRAMING • • IF REQUIRED,REFER TO STRUCTURAL.DWG'S ROOF PENETRATIONS/PATCHING •• •• •• •• •• PER LEASE DOCUMENTS,LL VENDOR MINIMUM WIDTH OF AISLE: 36" FI.0 FIXTURE PLAN 04/24/11 05102/11 . MT VP!MGM* * STOREFRONT GLAZING SYSTEM • • PROVIDE SHOP DwG's ----- . _- • - MINIMUM DOOR WIDTH: 32" CLEAR OPENING WIDTH ... .__ . . - - IEVIEWEra 1,OR. • • RS1.0 REMOTE STOCK PLAN e WA __ � ROOF CURB • •• STOREFRONT BASE • • HVAC SHOP DRAWINGS SUBMIT TO TUM[PM BREAK METAL FINISH(NIT-z)CLADDING • • R13ER TO FINISH SCHEDULE LL TGC. TENANT _ MECHANICAL UIQ - STOREFRONT BACK PAINTED GLASS • • • COORDINATE TEMPLATE W/SIGN VENDOR TOILET / PLUMBING E F I F I F 1 RIA REMARKS - > t - MALL BULKHEAD • •• •• PATCH t REPAIR LL BULKHEAD A5 REcg'P WATER METER • • M1.0 MECHANICAL 4 PLUMBING SPECIFICATIONS 04/24/11 Adm - ;€ 7� EXTERIOR LIMESTONE TILE • • • IF REQUIRED PLUMBING FIXTURES _ • • SEE SET PID M2 0 MECHANICAL PLAN 4 SCHEDULES O4/24/11Sae#1 . dzz(, RNU CCNTDUS REVEALS • • REFER TO PLANS 1 ELEVATIONS FLOOR DRAIN/TRAP PRIMER-- RIMER _.. • • - • NEUTRAL PIERS(EXISTING) • • • PROTECT,PAINT 4 REPAIR AS REQUIRED WATER HEATER(S)OR NSTA HOT 7- , �' • • M3.0 MECHANICAL DETAILS 04/140 ��;�+~: - NEUTRAL PIERS(NEW) • • MOP SING OR FILL SPIGOT • • - STOREFRONT SHOP DRAWINGS • • - - WATER FOUNTAIN • • • -.._.- GENERAL NOTES P1.O PLUMBING PLANS,DETAILS,SCHEDULES 4 NOTES 04/24111 - --- -- ATE No REVISIONS / BY LL T.G.C. TENANT ACCESSORIES •• •• SEE SHEET PID _.__ . . .. DOORS E N/A REMARKS ---- - ELECTRICAL rt...Imi • F I F I F I SHELVING/BRACKETS OVER WATER CLOSET •• •• I. GENERAL CONTRACTOR MUST CHECK BILL OF LADING UPON DELIVERY. ITEMS MISSING OR DAMAGED MUST BE REPORTED TO THE PROJECT: - -- VENDOR AND TUMI REPRESENTATIVE WITHIN 24 HOURS.OTHERWISE IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO -- - STOREFFtUNr DOORS •• •• SEE DOOR SCHEDULE SANITARY WASTE TO PREMISES 4' •• •• _ REPLACE 5UCH ITEMS.ALL DAMAGES MUST BE PHOTOGRAPHED IMMEDIATELY AND INDICATED ON SHIPPER'S PAPERWORK EI.0 ELECTRICAL TITLE SHEET 04/14/11 05/02(('1 DOORS 1 FRAMES • • SEE DOOR SCHEDULE DOMESTIC SUPPLY TO PREMISES 3/4" • • CLEARLY. DOOR HARDWARE • • SEE DOOR SC-IEDULE VENT PIPES TO PREMISES • • 2. IF THERE IS A DISCREPANCY BETWEEN AN ENLARGED DETAIL AND OVERALL PLAN,THE GENERAL CONTRACTOR MUST NOTIFY THE E2.0 LIGHTING PLAN 04/24/11 v - TUMI REPRESENTATIVE FOR CLARIFICATION PRIOR TO CONSTRICTION. WEATI•ER STRIPPING • • EXTERIOR SF SYSTEM(F APPLICABLE) SUPPLE,VENT,WASTE PIPING CONNECTIONS • • 1 - LOGAT ION: YVASH I NGTON SQUARE 3. GENERAL CONTRACTOR MUST PROVIDE A5-BuiLTS AT PROJECT TURN-OVER. E30 ELECTRICAL PLAN 04/240 05/02/11 LL TIBC. TENANT CHILLED WATER 5/R LINESNALVES • • IF APPLICABLE 4. TGG TO PROVIDE AND REMOVE FROM SITE A 30 YD DUMPSTER AFTER STORE TURNOVER FOR CLIENT OPERATIONS.TGC TO 9�J85 SW INASH INGTON SQUARE RD FINISHES E N/A REMARKS --- F IF IF I BACK FLOW PREVENTOR • • F REQUIRED BY CODE OR MALL • • , •, PORTLAND, OR 97223 -------- -- • --- 5. ALL CONTRACTORS ARE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND FIELD VERIFYING THE EXISTING E4.0 ELECTRICAL SPECIFICATIONS 04/24/11 CONCRETE SLAB LEVELING • • - 5-HOOK COAT RACK • • CONDITIONS AND DIMENSIONS REFLECTED IN THESE DRAWINGS. FAILURE TO PROPERLY FIELD VERIFY EXISTING CONDITIONS - - _ ... - SPACE #-102 SALES AREA TILE FLOORING • •• MOP HOLDER • • DOES NOT RELIEVE THE GENERAL CONTRACTOR OF ANY EXPENSES OR RESPONSIBILITIES RESULTING FROM THAT FAILURE. ANY E5.0 ELECTRICAL SPECIFICATIONS 04/24/11 PROJECT NO. DRAWN BY: �_ . --__ T-- EXTRA WORK REQUIRED BUT NOT INCLUDED IN THE DOCUMENTS SHALL BE PART OF THE BID.NOTIFY THE TUMI REPRESENTATIVE SHEET vm.1 VAT. • •• 3 COATS CF WAX REQUIRED LL MC. TENW TT 110C;11 STAFF - -- -- ELECTRICAL E N/A REMARKS OF SUCH CONDITIONS PRIOR TO SUBMISSION OF BID. p REDUCER/TRANSITION STRIPS • • F I F I I F I _ .;. __ e ,�. ,.. - _ • _ - q . , e Flim PROTECTION -� • T _ SCALE: CHECKED BY: MALL FLOOR IG • •• PURCHASE 1 COORD.W/MALL MANAGEMENT 2•CONDUIT I STRING FULL TO SPACE •• •• EMPTY CONDUIT ONLY SHALL NOT BE DEEMED TO BE A REPRESENTATION OR A WARRANTY THAT THE INFORMATION IS CORRECT OR IS PROPERLY NONE t E _ -TAL) - I`t I`t ST�4FF WALK-OFF MAT (F REQUIRED BASED ON EXTERIOR ENTRANCE) PHONE/DATA CONDUITS • WHEN REQ DESIGNED TO PERFORM THE FUNCTION FOR WHICH IT IS INTENDED OR SUCH INFORMATION COMPLIES WITH ANY APPLICABLE SPRINKLER SHOPS (DEFERRED SUBMITTAL) BY VENDOR • • • • • __. BUILDING DEPARTMENT OR LOCAL JURISDICTIONAL REQUIREMENT,BUT ONLY THAT THE ALTERATION IS COMPATIBLE WITH THE __,_ WOOD BASE • • BY M.W.V.REFER TO FINISH SCHEDULE FOR HEIGHT SECURITY SYSTEMS-CONDUIT I PULL STRINGS • • DESIGN AND STRUCTURE OF THE BUILDING. - FIRE ALARM SHOPS (DEFERRED SUBMITTAL) BY VENDOR DATE: - - 1. ALL SUBSTITUTIONS MUST BE SUBMITTED AT TIME OF BID AND PRIOR TO CONTRACT AWARD. 04/24/2011 RUBBER BASE • • SOUND SYSTEh1-GONl71IfT t PULL STRINGS • • _ L WATERPROCF MEMBRANE(TOILET ROOM) • • VERA WITH MALL/CODE REQUIREMENTS METERS 4 DISCONNECT • • • • F NOT BY LL COORD.W/ELECTRIC COMPANY - PAINT • • ELECT.PANELS,TIME CLOCK J • • I - MIRROR poLIS-E0 STAINLESS STEEL TY TRIS • • BY MWV,BY GC TRANSFORIER� • •• •• KEY P LA I � VICINITY M A P MIRRORS • • AT BACK WALL(BY GC)4 WINS WALLS,BY MWV W ELECTRICAL DISTRIBUTION • • - TUM( •THIS PLAN IS FOR MALL LOCATION •THIS PLAN IS FOR FRP • • • TOILET ROOM RECEPTACLES • • WASHINGTON SQUARE REFERENCE ONLY FOR REFERENCE ONLY FOR GYP BD CEILING PAINT • • LIGHT FIXTURES at LAMPS • • SPACE 'J02 APPROXIMATE LOCATION APPROXIMATE LOCATION IOF THE PROJECT SPACE OPEN DECK PAINT • • • LL T.G.C. TENANT -- PROJECT SPACEs _ r - --7,m,..1:7:: E a 1, I r t ^3,,r CERAMIC TILE(TOILET] • • • F REQUIRED - LOIN VOLTAGE F 1 F I F i REMARKS JCl'enne I_ 1 , �` .: ; j - E NIA SI TEL.CONDUIT TO SPACE • • EMPTY CONDUIT ONLY x:::774:7,_,,,T„,,. "xp ,r.- .., �rirl F . DRAY�2ING NAME: PHONE 1 DATA CABLE • • -i ; I r. �� i ' ` E FIRE PROTECTION LL T.G.C. TENANT RIA REMARKS PHONE TEMINATIONIS • • T - l 4.:'.7., `w, Tom'. Li • TITLE PAGE F IF IF I REFER TO RISER DIAGRAMS PROVIDED BY VENDORS �__ . SECURITY SYSTEM WIRING • •• PLETNlL4 RATED IF NO GONDUI7 R a DICK'S I- ; . z, VET SPRINGLER MAIN TO PREMISES(SPACE) ----- SGORTING [ pb • • • Goods DRAINING NO. SPRINKLER DESIGN,W5,1 SHOP DRAWINGS • • 11JST BE APPROVED BY IUMI PM • • ---..-___.._ 11 71 ; -- " i , & . SOLNDS SYSTEM I EQUIPMENT �� Ess cr r, ----- -_ SOUND SYSTEM WIRING 1 MUD RINGS • • t SPRINKLER BRANCH LINES/DROPS/HEADS • • CONTRACT W/MALL'S VENDOR•GA EXPENSE - i I a 7 t sw r. a.i RiT1 FIRE ALARM SYSTEM(CONDUIT) • • AS REQ. ELECTRICAL SERVICE WIRE • • APPfdOX RUN(FEET)/DETAILi 1 ��, r 1 I Y� IIS I -r .74,k,v ,0 • • SEE A6D FOR SIZE I t TELECOM BOARD(PLYWOOD) [ � _„^- '- n ,.., , FIRE ALARM(DESIGN!CDS • • - ! r _ - IT CABINET • • INSTALLED BY DATA VENDORA j-J [ CD '' FIRE ALARM SYSTEM(DEVICES/WIR IG) • • CONTRACT W/MALL'S VENDOR•GL.EXPENSE ------ -- I J [[ FIRE EXTINGUISHERS • • PER CODE WITH CERTFICATION TAG - - - - - - LL T.G.C.TTENANT a1AGV'S I M ttt w. r 6' SMOKE DETECTORS • • POST CONSTRUCTION RIA REMARKS [:.71-1." 'I I19 "'` ' PRE CONTACT (NSPACE) • _ C. - F RE MODULE • • _ --I .. '!i; r� FINAL CLEANUP FOR OCCUPANCY (2)CLEAN-UPS.OBTAIN STANDARDS WITH TUMI pM. _ I : C- I F. , c? .- k:x;I - 4' CORTLAND MORG V THE 'RESPONSIBILITY SCHEDULE 15 INTENDED TO BE USED AS A GUIDE ONLY, KEY • • COORDINATE WITH SAME. �.. L__ I NORDSTROM 4 AND 15 NOT ALL-INCLUSIVE. ALL PERSONS BIDDING WORK OR CONTRACTED FOR -roc. - TENANT GENERAL CONTRACTOR CERTFICATE OF OCCUPANCY • • -- 6{ - WORK ARE TO REVIEW THESE DOCUMENTS,THE LANDLORD CRITERIA AND THE F - FURNISH I - INSTALL _° I . ;*` ARLINGTON,TEXAS S �- EXECUTED LEASE AGREEMENT, IN THEIR ENTIRETY. E - EXISTING L.L. - LANDLORD LANDLORD F'INC1-LIST COMPLETION • • �' --• t- Om N/A - NON APPLICABLE DUMPSTER FOR 1All use AT TURNOVER Imi.lx .: - . - - /,1 ,7,,,1„ cp, PAIGHLIST COMPLETION • • - ! 1 - NORTH J>=1+,�� SEAL • ARCHITECTURAL SYMBOL LEGEND AGGESSISILITY STANDARDS (FOR REFERENCE ONLY) GONSULTANT: SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROVIDE RESTROOM SIGN WITH RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGN AT STOCK ROOM SIDE OF TOILET ROOM DOOR AS PER STATE AND LOCAL ACCESSIBILITY CODE. LEASE LINE I iak ® A.BOTTOM OF TACTILE CHARACTERS SHALL BE MOUNTED BETWEEN 48" AND 60" AFF. SECTION/PLAN DETAIL LETTER B.BOTTOM OF BRAILLE SHALL BE MOUNTED BETWEEN 48" AND 60" AFF. • FIXTURE DESIGNATION AREA DETAILED C.SIGN TO BE SURFACE MOUNTED,ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. D.SIGNS SHALL BE IN CONTRASTING COLOR AND NONGLARE FINISH / DIMENSION START/END ii \ . EXISTING DOOR 1'-6" CLEAR mp NUMBER KEYED NOTE 1) 'I FLOOR ---/-; SPACE .,' .O''O„ I LEVEL DATUM NEW DOOR / , NOTE ARROW • 13 I ARCHITECT: REVISION COL JL, COLUMN DESIGNATION © CENTERLINE PARTITION TAG C IME LETTER > 1 UMBERF€N15H TAG I z CORTLAND E so CEILING TYPE • Cr?, L.. — CEILING HEIGHT . CEILING DESIGNATION A MATERIAL/FINISH I ARCH ITEC T ® DOOR TAG 1 II Aft, ELEVATION TAG LETTER— UMBER . FINISH DESIGNATION �- • • 711 N. FIELDER RD. ARLINGTON, TX 76012 . - 0PUBLIC TACTILE SIGNAGENOT USED PH: (817) 635-5696 _ SCALE: N.T.S. SCALE: N.T.S. FAX: (817) 635-5699 SECTION TAG These drawings are instruments of the Architect's service and are the property of the Architect.They shall not be reproduced or used in any way. whatsoever,without the written permission of the Architect.©2017 I I AN DETAIL TAG i NOTE: LOCATE DEVICES ON SAME DOOR FRAME EDGE WALL AS DOOR UN.O. 8,. 1 tt I TYPICAL WALL PANEL — ... _— STROBE (AS APPLICABLE) [ I i JOINT ABBREVIATIONS EQ EQ �� �� THERMOSTAT, INTERCOM OR SECOND POWER AND TELEPHONE RECEPTACLE 4 CLUSTER THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS A.C.T. = SUSPENDED ACOUSTIC CEILING TILE MIR = MIRROR OR MIRRORED ROW OF RECEPTACLES CENTER TO VERTICALLY MOUNTED, WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO / CLUSTER(WHEN USING DIMMERS,LOCATE a SCALE SUCH INFO�-IATION BUT TO CONTACT THE ARCHITECT OR C TERED B1=TWEEN PANEL I � � HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH AFF. = ABOVE FINISHED FLOOR N/A = NOT IN APPLICABLE THERMOSTAT AT OPPOSITE SIDE OF JOINT MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY C.H. = CEILING HEIGHT NL = NIGHT LIGHT € — — i DOOR). • OR SCALE CORRECTLY TO THE INDICATED SIZE. I CLG. = CEILING N.T.S. - NOT TO SCALE DIMMERS EGRESS BUTTON INTERCOM II IIII D.G.L.= DESIGN CONTROL LINE N.I.C. = NOT IN CONTRACT 1" MIN BUTTON,CARD READER,ETC.TE € = r+: II FINISH FLOOR E �� ■ ►s DATE: ISSUE EM = EMERGENCE O.G. = ON CENTER NOTE: Iwo =1 CLUSTER, (SEE PLAN FOR QUANTITY a OF EACH CLUSTER) EQ = EQUAL RO. = ROUGH OPENING DASHED LINES INDICATES o DIMENSIONAL CLEARANCE 36" X 24" MIRROR TYPICAL LOCATION FOR POWER AND TELEPHONE 04/24/17 TUM( �i0/o REVIEW SET EXG EXISTING SIM. = SIMILAR OF OPTIONAL UNDER / OUTLETS AT WALL OR COLUMN r FIN. = FINISH OR FINISHED STD. = STANDARD LAVATORY ENCLOSURE = \ DOOR LEVER, LL 04/26/11 LANDLORD SET PAPER FR. = FIRE RATED OR RETARDANT T.C. = TENANT COORDINATOR i • TOWEL ii WALL. OUTLET GYP. D. = GYPSUM WALLBOARD T.G.C. = TENANT GENERAL CONTRACTOR I DISPENSER cfl i 05/02/17 REVISION 1 - PERMIT SET — FINISH FLOOR GC. = GENERAL CONTRACTOR UN.O. = UNLESS NOTED OTHERWISE f� = Q - z\ CLEAR x Q Ll. = LEASE LINE v.C.7. = VINYL COMPOSITION TILE . ELECTRICAL RECEPTACLES (l 20 AND 30 AMPS)SHALL SE AT LEAST FLOOR _ = M LL = LANDLORD V.IF_ = VERIFY IN FIELD LOCATION FOR LIGHT SWITCHES,DIMMERS,EGRESS- � I� x x 5 SPACE -_ I rq v, vq15 INCHES ABOVE THE FLOOR -- -- - - - _ v m t TYPICALMM R5. MFR = MANUFACTURER N - a�- BUTTONS,THERMOSTATS, ETC. M-6:;24265 PA li k REFER TO ELECTRICAL SHEETS FOR PROPER HEIGHT OP LIGHT 48"MIN, KNEE lip' 6" MAX INSULATE DRAIN 4 HOT SWITCHES. — 1 CLEARANCE IN (TOE CLEARANCE WATER LINES BELOW _s LAY. � � — — — 7 I I 2�x FIRE ALARM INITIATING DEVICES SHALL BE 48 INCHES ABOVE THE I I V I z 2 I KNEE CLEARANCE FRONT ELEVATION FLOOR,GROUND OR SIDEWALK I'-6" I I I I E O I PLAN AT LAVATORY SIDEELEVATION AT AT LAVATORY l'"°" .0 I NOTE: WHERE SPACE LAVATRYi MINJ� (MIN). I °' 3'-0" (MIN.1 PERMITS,EXTEND vx. TOILET PAPER 4" IN 54" MIN I '� I. MIN GRAB BAR ON a ,� DISPENSER(ABOVE IN=':•: I — — — ] — -- — 2� I 36'MIN. TRANSFER SIDE -/ 42"MN. y,�I " ;: GRAB BAR) _ STROBE (A5 APPLICABLE) (A) FRONT I4 (G) HINGE 39"-41'IMAx 39" 41" ' APPROACH PULL (e) FRONT APPROACH APPROACH k 1 DATE: No. REVISIONS / 8Y: PUSH SIDE z•• G: .. -,� , SIDE PULL SIDE TOILET - THERMOSTAT,OR INTERCOM IF BOTH CLOSER AND LATCH fr ARE PROVIDED 11111P �� PAPER I / FIRE ALARM PROJECT: v DISPENSER _. _._. - _ %; - / (SPEAKER/STROBE OR STROBE T.LJ IVI I it--'•1 (BELOW ��� f JJJ lSPEAKE T —� � � ONLY( y: GRAB ,,. DIMMERS,POWER AND 1 1 \ -' - _ ,' BAR) , i I I - : _ �; �,, `� i_ L I TELEPHONE RECEPTACLE, ETC. T — — = - r, m �"� f LOCATION: "ASH SQUARE I I z �� "-9° I FIRE EXTINGUISHER CABINET ci5S5 5" V SHINGTON SQUARE RD I 1, 0„ I I-10' I 61 \ l -0" I FRONT ELEVATION= r�SDE ELEVATION � >-J x7C,.z,r�, ��. " ` ' �* PORTLAND, OR 9223 AT ■�■� SPACE J02 „ (MIN), , �9 — IUIUI - ¢ I # 3'-6 (MIN.) SIDE ELEVATION AT , / / / ,� AT Y�IATEft CLOSET WATER CLOSET — — — WATER CLOSET v j REFER TO OR COUNTER PROJECT NO. DRAWN BY: (D) HINGE -��.i i I f j ELEVATION/DETAILS I 17081 STAFF APPROACH (E) HINGE APPROACH {F LATCH APPROACH, FINISH FLOOR SCALE: CHECKED BY: \ PUSH SIDE PULL SIDE FINISH FLOOR __ PULL SIDE '54 MINIMUM IF CLOSER 15 ` NONE STAFF 'IF BOTH CLOSER AND LATCH ARE PROVIDED NONE J --. PROVIDED "4'-0"MINIMUM IF BOTH CLOSER AND TYPICAL SIDEWALL LOCATION FOR OUTLETS,SWITCHES AND TYPICAL LOCATION FOR ONE OR TWO MOUNTED FIRE ALARM DATE: LATCH PROVIDED THERMOSTATS,ETC.AT CREDENZA OR COUNTERTOP DEVICES / VISUAL ALARM FEC 04/24/2017 � � - - - - -� I V I w r -- --- -- 1 = 1 � z E2'-0" I I I E 1-0" I (MIN) I I e I' I (MIN.)-- :i, TYPIC L GGESSISLE REACHES '� f I I I , - ___IL41 - - � co - - - I \\5 5GALE: N.T.S. (G) LATCH FRONT APPROACH SIDE APPROACH FRONT APPROACH APPROACH PUSH PUSH SIDE \ SIDE ` WITHOUT A DOOR WITHOUT A DOOR RECESSED DOORS =4'-0" MINIMUM IF CLOSER IS '\ 'PUSH BIDE,DOOR PROVIDED -__ _ PROVIDED WITH BOTH -_-_ CLOSER AND LATCH a" DRAINING NAME:YMBOLS $ M{N. 5'-0" , 5'-0" '-8" (MIN) S' (MEN.) -r AGGESSIBILITY '1 1 PROJECTIONS FROM WALLS WITH LEADING EDGE BETWEEN 21" _ I TJ AND 80" ABOVE FLOOR MAY PROJECT 4"MAXIMUM.LEADING r 1 MINIMUM CLEAR EDGE AT OR BELOW 21" MAY PROJECT ANY AMOUNT.FREE VERTICAL CHANGES IN LEVEL DRAWING NO. / � \ I ,�� WIDTH FOR A STANDING PROJECTIONS WITH LEADING EDGE BETWEEN 21" AND CHANGES IN LEVEL GREATER THAN / SLIDING DOOR 80 ABOVE FLOOR MAY PROJECT 12" MAX,PROJECTIONS MAY z 1/4 INCH IN HEIGHT AND i \� I 0 NOT REDUCE MANEUVERING SPACE,OR CLEAR WIDTH CF AN ;11" 1111.11111.11r: NOT MORE THAN 1/2 INCH ;` \ ACCESSIBLE ROUTE. h MAXIMUM IN HEIGHT SHALL BE BEVELED 1 74) T1 . 1 ` \ `O. i 1 P MINIMUM CLEAR 3' @ (MIN.) HEAP ROOM: 80" MINIMUM. WITH A SLOPE NOT \N \ // WIDTH FOR A DOOR f STEEPER THAN 1:2. 1J J '-8" (MIN.) ,-0, 3,-0„ ,-0„ • TURNING SPACE u" MN. 6°MAX. 4 OA- CIRCULAR TURNING SPACE 25"rtax. i T-SHAPE -4 CORTLAND MORGAN C• MINIMUM CLEAR MINIMUM CLEAR KNEE AV TOE ct.EafzAnlcE WIDTH FOR A WIDTH FOR FOLDING DOOR DOORWAYS ( , ARLINGTON,TEXAS , _ Cl)1 MANEUVERING CLEARANCE AT D (�OORS �3 PUBLIC PLUMBING ELEMENTS if FACILITIES PROTRUDING OBJECTS -7 TRANSITION DETAIL65-f 5GALE- N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. Q SEAL i CONSULTANT: TGC TO CONFIRM LANDLORD DEMOLITION SCOPE. REPORT ANY DISCREPANCIES TO TUM( PROJECT MANAGER IMMEDIATELY, LANDLORD DEMOLITION SCOPE: • DEMO TO GREY SHELL CONDITION,BROOM CLEAN,FREE OF MATERIALS,FIXTURES,FINISHES AND DEBRIS. • CEILING TILE,HARD LID • ALL PLUMBING THROUGHOUT THE FLOOR AREAS TO BE CAPPED/CUT AND FLOOR INFILLED. • DEMO ALL FLOOR MATERIAL THROUGHOUT EXISTING SPACE. • WATER HEATER TO SE REMOVED. • ELECTRIC SUS-PANEL TO SE REMOVED. C EB A • COMPLETE STOREFRONT TO SE REMOVED. • DEMO AREA OF REAR DEMISING WALL TO INSTALL STUD WALL TO EXTEND SPACE TO NORTH BLOCK WALL IN EXITING CORRIDOR • DEMO EXISTING FLOOR MATERIAL THROUGHOUT SPACE TO SLAB. 1"-e2" . • DEMO EXISTING GREASE INTERCEPTOR IN SPACE. CAP ARCH ITECT: LINES AND INFILL. I9'-11" IV-83/4" FLOORING: / / n/ / CONCRETE SLAB TO BE SMOOTH LEVEL THROUGHOUT PREMISES TO 3/8"OVER 10",ALL DEMOLITION AREAS TO BE INFILLED AND SMOOTH. I C IM SPRINKLER: TIE-IN OF EXISTING HEADS FROM CORRIDOR TO EXISTING GRID. CORTLAND — — — — — — LANDLORD DRAWINGS: M 0 R G A N • \ — _ _ 0 - DEMOLITION,STUD AND DRYWALL INSTALLATION,SPRINKLER A R C H I T E C T _ TIE-IN DRAWING AND PEWIT BY LANDLORD. / ITEMS TO REMAIN: • ALL HVAC - DUCTWORK,UNITS,CONTROLS,COMPLETE. NEW DEMISING STUDSNEW DEMISING STUDS • ALL CEILING HANGERS. 711 N. FIELDER RD. . i - _ AAND GYP BY LL. • ROOF FAN AND EXHAUST DUCT TUN THROUGHOUT SPACE. I WALLS TAPED AND WALLS TAPED AND • SANITARY DRAIN AND WATER STUBS TO REMAIN IN ARLINGTON, TX 76012 READY FOR PAINT. e READY FOR PAINT. • SOUTHEAST CORNER OF SPACE NEAR STOREFRONT. PH: (817) 635-5696 • MAIN ELECTRIC SERVICE AND ALL FEEDERS TO REMAIN -- - , - - .- FOR TENANT'S REUSE. FAX: (817) 635-5699 _ •• PROTECT AND MAINTAIN ALL NEUTRAL PIERS. These drawings are instruments of the Architect's service and are the • EXISTING TELEPHONE CONDUIT TO REMAIN IN SPACE. property of the Architect.They shall not be reproduced or used in any way, I ( { whatsoever,without the written permission of the Architect.t 2017 EXISTING DEMISING DEMO EXISTING WALLS, I I WALL (TYP) TYP 1 1 I 1 1 EXISTING OCA ION (TGCI I I SELECTIVE DEMO AS VERIFY" PRIOR TO DID) DETAILED THROUGHOUTI THE SPACE. REFER TO LEASE LINEA NOTES THIS SHEET. THE GENERAL CONTRACTOR AND/OR ALL SUS-CONTRACTORS l WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO =7`.! SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR tf HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH I MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY ry I I OR SCALE CORRECTLY TO THE INDICATED SIZE. I ( I DATE: ISSUE 3'B'-10Y2" / M� 04/24/11 TUMI X10% REVIEW 5ET ti C 04/26/11 LANDLORD SET L 1 05/02/11 REVISION 1 - PERMIT SET I I I I I EXISTING PLUMBING LOCATION (TGC VERIFY PRIOR TO BID) UM I - - 0 ( \ DATE: NO. REVISIONS / BY: in \ \ - PROJECT: • -/ IrLimi \ I \ / �,/ \ - J / \ LOCATION: WASHINGTON SQUARE N.- '1585 SW WASHINGTON SQUARE RP REMOVE EXISTING PORTLAND, OR 9'7223 STOREFRONT SPACE #JO2 COMPLETE PROJECT NO. DRAWN BY: 1'-0" 38'-4Y4" 1'_0 110c11 STAFF '� '� SCALE: CHECKED BY: AS SHOWN STAFF DATE: 04/24/2011 LANDLORD'S SCOPE OF WORK FOR GC CONFIRMATION & VERIFICATION SQUARE FOOTAGE CHART GROSS LEASE AREA 1050 SQ. FT. G.C. CONFIRMED T.S.D. DRAINING MENSION CONFIRMATION ACTION COMPLETED(Y/N) DEMISING STUDS/GYP. Y PLAN LEVEL FLOOR Y TENANT TO REUSE EXISTING MAIN PANEL. LANDLORD TO REMOVE SUB PANEL. DRAWING NO. ELECTRICAL STUBS I Y TENANT TO REUSE EXISTING TELEPHONE CONDUIT W/PULL STRING. TELEPHONE CONDUIT W/ PULL STRING Y T1 . 2 PLUMBING STUBS Y _. _. _ TOILET EXHAUST N FRESH AIR DUCT N • • ►�•y I CORTLAND MORGAN 6 1-3 VJ ARLINGTON,TEXAS ° 1 LOD PLAN - SCALE: 3/8".1'-0' QFESAI SEAL GENERAL. NOTES CONSULTANT: I. READ,UNDERSTAND, 4 COORDINATE WORK WIN THAT OF NE LANDLORD'S TENANT WORK, EQUIPMENT, WIRING, APPLIANCES,ETC. UPON COMPLETION, THE GENERAL CONTRACTOR DURING PERFORMANCE OF WORK,GENERAL CONTRACTOR IS RESPONSIBLE FOR DESIGN 4 CONSTRUCTION MANUAL(S). COMPLY WIN ALL LANDLORD SECURITY CONTRACTOR SHALL PATCH, REPAIR, AND FINISH ALL SURFACES TO A NEW CONDITION 24. TIME 15 OF NE ESSENCE 4 NE GENERAL CONTRACTOR SHALL KEEP SUFFICIENT PROVISION 4 MAINTENANCE OF WARNING SIGNS, LIGHT SIGNAL DEVICES,GUARD LIGHTS, REQUIREMENTS 4 TIME FRAME FOR SECURITY CHECKS TO ISSUE BADGES, UTILITY PER NE SPECIFICATIONS 4 LANDLORD REQUIREMENTS. PERSONNEL ON NE JOB AT ALL TIMES TO PERFORM NE WORK IN NE MOST BARRICADES,GUARD RAILS,FENCES, 4 OTHER DEVICES AS APPROPRIATELY LOCATED COMPANIES, 4 ALSO COORDINATE THE WORK OF ALL TRADES, PROVIDING ACCESS AS 14. PATCHING: SURFACES, INCLUDING NOSE DAMAGED DURING CONSTRUCTION, SHALL BE EXPEDITIOUS MANNER CONSISTENT W/GOOD WORKMANSHIP 4 SOUND BUSINESS ON 4 AROUND THE JOB SITE WHICH WILL GIVE PROPER 4 UNDERSTANDABLE WARNING REQUIRED. PATCHED 4 REFINISHED TO A NEW CONDITION PER LANDLORD CONSTRUCTION PRACTICE. ALL LEAD TIME ITEMS ARE TO BE ORDERED BY THE GENERAL TO PERSONS WIN REGARD TO HAZARDOUS CONDITIONS. EQUIPMENT 4 OPERATIONS 2. MAKE A SITE VISIT TO EXAMINE THE EXISTING UTILITY CONDITIONS STUB-INS OR ACCESS REQUIREMENTS, ARCHITECT 4 TENANT'S APPROVAL. ANY DAMAGE TO THE EXISTING CONTRACTOR IMMEDIATELY AFTER THE CONTRACT IS SIGNED. THE GENERAL BEING PERFORMED IN CONJUNCTION W/ NE GENERAL CONTRACTOR'S WORK WARNING TO UTILITIES 4 VERIFY INFORMATION SHOWN ON THESE DRAWINGS. DISCREPANCIES WALL PANELS, STRUCTURE,UTILITIES,ETC.MUST BE IMMEDIATELY REPORTED BY THE CONTRACTOR SHALL CONFIRM NAT ALL ITEMS WILL BE ORDERED,FABRICATED, 4 DEVICES SHALL COMPLY WIN 0.5.1-IA. 4 OTHER APPLICABLE GOVERNMENTAL SHALL BE BROUGHT TO THE ATTENTION OF PROJECT MANAGER PRIOR TO SUBMITTING A GENERAL CONTRACTOR TO LANDLORD MANAGEMENT. THE PROPOSED METHOD OF INSTALLED PRIOR TO NE AGREED COMPLETION DATE. EXCEPTIONS WILL NOT BE REGULATIONS AS REQUIRED FOR THE CONSTRUCTION PROCEDURES 4 CONDITIONS BID. REPAIR BY THE GENERAL CONTRACTOR MUST BE REVIEWED AND APPROVED BY ALLOWED WITHOUT WRITTEN AUTHORIZATION OF NE TENANT PRIOR TO PLACEMENT OF ENCOUNTERED. 3. PAY FOR DUMPSTER SERVICES BASED ON LANDLORD REQUIREMENTS. GENERAL LANDLORD MANAGEMENT BEFORE WORK CAN START. NE ORDER. CONTRACTOR SHALL BE RESPONSIBLE FOR NE REMOVAL OF DEBRIS FOR EACH 15. CLEANING: UPON COMPLETION OF NE WORK, SURFACES, INCLUDING FLOORS, WALLS, 25. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER 15 INSOFAR AS JOB SITE SAFETY IS CONCERNED, NE ENGINEER I ARCHITECT ARE TRADE ASSOCIATED WITH THE WORK, 4 FOR KEEPING THE JOB SITE CLEAN AT ALL GLASS,FIXTURES AND FITTINGS SHALL BE PROFESSIONALLY CLEANED 4 READY TO USE. SPECIFIED. WHERE THE TERM "OR APPROVED EQUAL" IS USED,PROJECT MANAGER RESPONSIBLE SOLELY FOR THEIR OWN 4 THEIR EMPLOYEES ACTIVITIES ON THE JOB TIMES. COORDINATE REMOVAL TIMES W/ LANDLORD REPRESENTATIVE. GENERAL CONTRACTOR SHALL REMOVE CONSTRUCTION RUBBISH, SCAFFOLDING, AND LANDLORD SHALL DETERMINE SUITABILITY BASED UPON INFORMATION SUPPLIED SITE, BUT 11-415 SHALL NOT BE CONSTRUED TO RELIEVE NE GENERAL CONTRACTOR OR 4. SCHEDULE - PROVIDE A CONSTRUCTION TIME SCHEDULE SHOWING PHASES OF NE EQUIPMENT,TEMPORARY PROTECTION, TEMPORARY FIELD STRUCTURES,AND ANYTHING BY TI-IE GENERAL CONTRACTOR. ANY CONSTRUCTION CONTRACTORS FROM THEIR RESPONSIBILITIES FOR MAINTAINING A WORK INCLUDING THAT OF THE MILLWORK CONTRACTOR,THE TENANT'S SUPPLIED ELSE THAT WAS REQUIRED IN CONNECTION WITH THE CONSTRUCTION, BUT NOT A 26. WORK SHALL BE ERECTED 4 INSTALLED PLUMB, LEVEL, SQUARE, TRUE, 4 IN PROPER SAFE JOB SITE. NEITHER THE PROFESSIONAL ACTIVITIES OF NE ENGINEER, OR MATERIALS 4 ALL SUBCONTRACTORS. A PRELIMINARY SCHEDULE SHOULD SE PERMANENT PART THEREOF.GENERAL CONTRACTOR SHALL MAINTAIN ORDERLY ALIGNMENT. ARCHITECT NOR THE PRESENCE OF THE ENGINEER, OR ARCHITECT OR THEIR ATTACHED TO BID SUBMITTAL. HOUSEKEEPING DURING THE PROCESS OF CONSTRUCTION, 4 UPON COMPLETION SHALL 21. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TI-IE FURNISHING 4 INSTALLATION EMPLOYEES 4 SUBCONTRACTORS, SHALL BE CONSTRUED TO IMPLY THE ENGINEER OR 5. THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE FIELD MEASUREMENTS FOR THE THOROUGHLY CLEAN ALL AREAS.FINAL CLEANUP SHALL INCLUDE THE FOLLOWING: OF BRACING 4 BLOCKING OF WALLS RECEIVING WOODWORK,SHELVING,ETC. GENERAL ARCHITECT HAS ANY RESPONSIBILITY FOR METHODS OF WORK PERFORMANCE, CASEWORK TO NE WOODWORK CONTRACTORS. ANY COSTS SHALL BE BORNE BY NE SWEEP, DAMP MOP, 4 WAX RESILIENT FLOORING.DUST,DIRT,PAINT DRIPPINGS, OIL, CONTRACTOR TO COORDINATE THE LOCATION OF SAID BRACING 4 BLOCKING W/ SUPERINTENDENCE, SEQUENCING OF CONSTRUCTION, OR SAFETY IN, ON, OR ABOUT NE GENERAL CONTRACTOR GREASE, 4 OTHER BLEMISHES SHALL BE REMOVED FROM ALL SURFACES, INCLUDING TENANT. JOB SITE. ARCHITECT: 6. MINIMUM INTERFERENCE - WORK SHALL BE PERFORMED 50 A5 TO CAUSE A MINIMUM OF PIPING 4 EQUIPMENT. WINDOWS,GLASS UNITS,GLASS DOORS 4 MIRRORS SHALL BE 28. GENERAL CONTRACTOR TO PROVIDE BLOCKING AT BASE OF STORE FIXTURES,FILES, INTERFERENCE WIN OTHER TENANTS 4 THE OPERATION OF THE LANDLORD'S ENTIRE WASHED.PAINT OVERRUNS 4 PUTTY SMEARS SHALL BE REMOVED. HARDWARE SHALL FREESTANDING WOODWORK, ETC. TO ALIGN THESE ITEMS WHERE THERE ARE NE TENANT AGREES THAT NE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR PREMISES. CONTRACTOR SHALL TAKE PRECAUTIONARY STEPS TO PROTECT NE BE RUBBED CLEAN WITH A FLANNEL CLOTH. DIFFERENCES IN THE FLOOR LEVEL. JOB SITE SAFETY AND WARRANTS NAT NE ENGINEER OR ARCHITECT SHALL BE FACILITIES ON NE PREMISES 4 NE FACILITIES OF OTHERS AFFECTED BY 16. SHOP DRAWINGS 4 SAMPLES: WHERE CALLED FOR IN THE CONSTRUCTION DOCUMENTS, 29. THESE GENERAL CONDITIONS SHALL APPLY TO WORK AND DRAWINGS IN THIS SET, AND MADE AN ADDITIONAL INSURED UNDER NE GENERAL CONTRACTORS GENERAL C 1M PERFORMANCE OF NE WORK 4 POLICE SAME PROPERLY. SUBMIT (11 SET VIA EMAIL TO PROJECT MANAGER FOR REVIEW.CLEARLY MARK ALL SHALL EXTEND TO CHANGES, EXTRAS,OR ADDITIONS AGREED TO DURING NE COURSE LIABILITY INSURANCE POLICY. 1, CONSTRUCTION EQUIPMENT 4 MATERIALS ARE TO BE LOCATED IN CONFINED AREAS 4 SUBMISSIONS WITH DATE, PROJECT, CONTACT, 4 SUBCONTRACTOR 4 ALLOW SPACE FOR OF THE WORK 35. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY CONSTRUCTION DEPOSITS TRUCK TRAFFIC 15 TO BE ROUTED IN 4 FROM NE SITE AS DIRECTED BY NE APPROVAL. 30. NE GENERAL CONTRACTOR SHALL MEET WIN AN AUTHORIZED REPRESENTATIVE OF AND/OR BOND REQUIRED BY NE LANDLORD WHETHER REFUNDABLE OR NOT. LANDLORD, THE COST OF THE WORK SHALL INCLUDE ANY OVERTIME NECESSITATED BY 11. SCHEDULE OF REQUIRED SUBMITTALS: BEFORE START OF CONSTRUCTION, THE GENERAL THE LANDLORD 4 LANDLORD SECURITY 4 SHALL REVIEW LANDLORD CONSTRUCTION 36. THE OWNER AS REFERENCED IN THE DRAWINGS IS THE TENANT AND NOT THE = THESE REQUIREMENTS. CONTRACTOR IS TO SUBMIT THE FOLLOWING TO LANDLORD 4 POST AT THE JOB SITE: REQUIREMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION.GENERAL CONTRACTOR LANDLORD. CORTLAND 8. TEMPORARY FACILITIES: CONSTRUCTION BARRIER SHALL BE ERECTED PER LANDLORD PROGRESS SCHEDULE, LIST OF ALL SUBCONTRACTORS, COPIES OF BUILDING PERMIT 4 SHALL COORDINATE THEIR WORK WITH THE LANDLORD W/ REGARD TO TEMPORARY 31. LANDLORD IS TO BE NOTIFIED 45 HOURS IN ADVANCE OF ANY TESTING AND IS TO BE M O R A N REQUIREMENTS. ANY OTHER REQUIRED AUTHORIZATIONS 4 LICENSES BY GOVERNING AUTHORITIES 4 UTILITIES, ALLOWABLE MATERIAL, TRAFFIC ROUTES, STORAGE OF TOOLS AND PRESENT TO SIGN OFF ON TESTS. A.CONSTRUCTION DOOR LOCK MUST AUTOMATICALLY LOCK WHEN THE DOOR IS COPY OF INSURANCE COVERAGE. MATERIALS,USE OF TOILET FACILITIES, HOURS IN WHICH WORK IS ALLOWED,NOISE AND 35. THE GENERAL CONTRACTOR SHALL INSPECT EQUIPMENT 4 MILLWORK FROM MILLWORK ARCHITECT CLOSED. 18. THE GENERAL CONTRACTOR IS REQUIRED TO PROVIDE TO THE PROJECT MANAGER 4 DUST CONTROL, CLEANUP AND OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD CONTRACTOR 4 TENANT AS THEY ARE RECEIVED 4 SHALL NOTIFY THE TENANT WITHIN 24 B.PATCH EXISTING CEILING SURFACES AFTER REMOVAL. GENERAL CONTRACTOR TENANT A SUBMITTAL SCHEDULE WITH ITEMS LISTED SEQUENTIALLY IN ORDER OF LEAD REQUIREMENTS. HOURS OF ANY FLAWS,DAMAGE OR IMPERFECTIONS FOUND.FAILURE TO NOTIFY THE SHALL ARRANGE, PAY FOR AND MAINTAIN TEMPORARY FACILITIES AS REQUIRED AT TIME PRIORITY. THE GENERAL CONTRACTOR IS TO SUBMIT SHOP DRAWINGS, SAMPLES 31. GENERAL CONTRACTOR SHALL REVIEW WITH THE LANDLORD'S REPRESENTATIVE THE TENANT WITHIN THIS TIME FRAME WILL TRANSFER THE COST OF CORRECTION TO THE THE PREMISES INCLUDING BUT NOT LIMITED TO: ELECTRICAL SERVICE, TRASH AND/OR CATALOG CUTS OF ALL ITEMS REQUIRED, INCLUDING THE FOLLOWING: MANNER IN WHICH CONNECTIONS TO STRUCTURE WILL BE MADE.PENETRATIONS IN THE GENERAL CONTRACTOR'S RESPONSIBILITY. 71 1 N. FIELDER RD. REMOVAL,PROTECTION, CONSTRUCTION BARRIER,USE OF ELEVATORS 4 TELEPHONE A. SHOP DRAWINGS SHOWING CONSTRUCTION, DETAILS, 4 PROFILES BUILDING ENVELOPE OR STRUCTURE SHALL BE REVIEWED WITH THE 39. MATERIAL DELIVERIES MUST COMPLY WITH LANDLORD SECURITY. ARLINGTON, TX 76012 AT THE PREMISES FOR THE DURATION OF THE WORK GENERAL CONTRACTOR TO HAS B. EVIDENCE OF COMPLIANCE W/FIRE RETARDANT ASSEMBLY LANDLORD/LANDLORD'S REPRESENTATIVE AND APPROVED IN WRITING. IF THE 40. HAZARDOUS MATERIALS ENCOUNTERED ARE TO BE BROUGHT TO THE ATTENTION OF THE ACCESS TO AN OPERATIONAL FACSIMILE MACHINE ON SITE OR HAVE A FAX C. BUILDERS HARDWARE: HARDWARE SCHEDULE LANDLORD REQUIRES THAT PORTIONS OF WORK BE PERFORMED BY IT'S OWN LANDLORD REPRESENTATIVE. LANDLORD WILL DIRECT REMOVAL OF HAZARDOUS PH: (817) 635-5696 AVAILABLE, LOCATED CLOSE 10 SITE, PRIOR TO THE START OF CONSTRUCTION. 19. CHANGES: THE UNDERSIGNED AGREES THAT THERE MAY BE CHANGES, OMISSIONS, OR CONTRACTOR,GENERAL CONTRACTOR SHALL INCUR ALL COSTS ASSOCIATED WITH MATERIAL. MAC WILL COMPLETE AN ENVIRONMENTAL INSPECTION OF THE PREMISES FAX: (817) 635-5699 TEMPORARY CONSTRUCTION BARRIER MUST BE PER LANDLORD REQUIREMENTS AND MODIFICATIONS IN THE WORK 4 THAT APPROPRIATE ADJUSTMENTS WILL BE MADE IN THAT PORTION OF THE WORK UNLESS STATED OTHERWISE IN WRITING BY THE TENANT. PRIOR TO CONSTRUCTION TO DETERMINE IF ANY OF THE EXISTING FINISHES CONTAIN These drawings are instruments of the Architect's service and are the LOCATION APPROVED BY LANDLORD, PRIOR TO PLACEMENT AND START OF WORK THE CONTRACT PRICE. THE UNDERSIGNED ALSO AGREES THAT THE CHARGES FOR ALL PRIOR TO FLOOR PENETRATIONS, PLEASE X-RAY THE AREA FOR THE POST TENSION HAZARDOUS SUBSTANCES. THIS ONLY APPLIES TO FINISHES/AREAS THAT WILL BE property of the Architect.They shall not be reproduced or used in any way, - S. DRAWINGS AND SPECIFICATIONS: A COMPLETE 4 CURRENT SET OF THE DRAWINGS EXTRA WORK OR CREDITS SHALL BE DETERMINED,AT TENANT'S CHOICE, IN ONE OF CABLES IN SLAB. THIS MUST SE COORDINATED THROUGH THE LANDLORD MANAGER AT DISTURBED DURING CONSTRUCTION. IF SUSPICIOUS MATERIALS ARE OBSERVED THEN whatsoever,without the written permission of the Architect.©2017 INCLUDING APPROVED SHOP DRAWINGS SHALL BE KEPT AT THE SITE FOR THE THE FOLLOWING WAYS: LEAST TWO WEEKS PRIOR TO START OF WORK SAMPLES AND TESTING WILL BE COMPLETED. MAC WILL HANDLE THIS PROCESS. IF DURATION OF THE WORK COPIES, OR ORIGINALS IF REQUIRED, OF ALL PERMITS AND A. BY UNIT VALUES BASED ON THE ITEMIZED COST BREAKDOWN 32. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO THE LANDLORD FOR ANY DAMAGE TESTING PROVES MATERIALS ARE HAZARDOUS THEN TENANT'S GC SHALL BE - APPROVALS SHALL ALSO BE KEPT AT THE SITE. B. BY COST PLUS A PERCENTAGE FEE. OCCURRING TO ANY OF THE LANDLORD'S FACILITIES BEFORE DURING OR AFTER RESPONSIBLE FOR APPROPRIATE REMOVAL. 10. GENERAL CONTRACTOR TO PROVIDE ALL SUBCONTRACTORS W/ A COMPLETE SET OF 20. GENERAL CONTRACTOR SHALL LOCATE EXISTING UTILITY SERVICE LINES (INCLUDING CONSTRUCTION PROCEDURES CAUSED BY THE GENERAL CONTRACTOR,THE GENERAL 41. REPROGRAMMING OF FIRE ALARM DEVICES REQUIRES A SECONDARY SUBMISSION. THE MOST CURRENT CONSTRUCTION DOCUMENTS.GENERAL CONTRACTOR TO PROVIDE TELEPHONE LINES) 4 PROTECT THEM THROUGHOUT THE CONSTRUCTION PERIOD. CONTRACTOR'S EMPLOYEES, OR THE GENERAL CONTRACTOR'S SUBCONTRACTORS. 42. FIRE ALARM OUTAGES REQUIRE 12 HOURS ADVANCED NOTICE TO FACILITIES LGA PARTNERS WITH A COMPLETE 4 ACCURATE SET OF AS-BUILT MARKED UP 21. GENERAL CONTRACTOR SHALL LAYOUT WORK 4 BE RESPONSIBLE FOR LINES, 33. APPLICABLE STANDARDS OF CONSTRUCTION INDUSTRY HAVE SAME FORCE AND EFFECT ENGINEERING DIVISION. DRAWINGS AFTER COMPLETION OF THE PROJECT WITHIN 30 DAYS OF HANDING OVER ELEVATIONS,MEASUREMENTS OF THE BUILDING, UTILITIES, AND OTHER WORK EXECUTED ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS 43. ALL COMMUNICATIONS DATA WIRING SHALL BE 1" MINIMUM CONDUIT, STORE TO TENANT. UNDER THE CONTRACT. OR BOUND AND PUBLISHED THEREWITH.COMPLY WITH STANDARDS IN EFFECT AS OF 44. UNUSED/ABANDONED FLOOR/WALL OPENINGS SHALL BE SEALED OR FIRESTOPPED. Il. SUPERVISION: GENERAL CONTRACTOR SHALL FOR THE DURATION OF THE WORK,KEEP 22. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AS THEY APPLY TO EXISTING THE DATE OF CONTRACT DOCUMENTS,UNLESS OTHERWISE INDICATED. 45. ALL LOOSE DEBRIS/TRASH SHALL BE DEPOSITED IN COVERED TRASH RECEPTACLE ON THE PREMISES A COMPETENT FULL-TIME GENERAL FOREMAN OR SUPERINTENDENT CONDITIONS W/ PARTICULAR EMPHASIS ON DIMENSIONS MARKED "VERIFY" OR VERIFY 34. SAFETY: SCAFFOLDING SHALL BE BUILT IN ACCORDANCE WI REQUIREMENTS OF OR REMOVED FROM THE SITE.(NO LOOSE DEBRIS/TRASH SHALL BE LEFT ON ROOFS, _ SATISFACTORY TO THE TENANT. IN FIELD (V.IF.).NOTIFY TENANT 4 LGA PARTNERS IMMEDIATELY OF ANY DISCREPANCIES FEDERAL,STATE, 4 LOCAL LAWS. TEMPORARY SHORING REQUIRED FOR REMOVAL OF SPACES OPEN TO THE LANDLORD OPERATIONS AREA (A0A),NEAR CONVEYANCE 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT THE LANDLORD FLOOR BETWEEN THE DRAWINGS 4 EXISTING CONDITIONS. EXISTING WORK FOR THE INSTALLATION OF NEW WORK SHALL BE INCLUDED IN THE SYSTEMS OR IN ANY OPEN TRASH CONTAINER THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORDURING CONSTRUCTION AND INSTALLATION OF CASEWORK ANY FLOOR DAMAGE WILL 23. DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS CONTRACT.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THIS WORK 4 SHALL SCALE NG FROM THESE PLANS AND TI A ARE NOT TO SCALE SUCH (NFOt�"1ATION BUT TO CONTACT ARCHITECT OR _ BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO FIX. BY THE GENERAL CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE TENANT MAKE GOOD ANY DAMAGE CAUSED BY IMPROPER SUPPORT OR FAILURE OF SNORING HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH 13. CUTTING AND REPAIR: GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, 4 PROJECT MANAGER BEFORE PROCEEDING WITH RELATED WORK OTHERWISE,THE IN ANY RESPECT. MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY DRILLING,OR REMOVALS REQUIRED TO REMOVE, RELOCATE, ALTER OR INSTALL ANY CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE GENERAL OR SCALE CORRECTLY TO THE INDICATED SIZE, PATE: ISSUE LANDLORD NOTES 04/24/17 TUMI °10% REVIEW SET 04/26/17 LANDLORD SET 05/02/17 REVISION 1 - PERMIT SET DATE: No. REVISIONS / BY: PROJECT: ... 1 RAVI I LOCATION: WASHINGTON SQUARE 8555 SIN WASHINGTON SQUARE RD PORTLAND, OR 91223 SPACE *J02 PROJECT NO. DRAWN BY: 17011 STAFF SCALE: CHECKED BY: AS SHOWN STAFF DATE: 04/24/2017 DRAINING NAME: GENERAL SPECIFICATION NOTES DRAWING NO. &N1 .O 0 A c_.,ED el -;-;-.. r? CORTLAND MOGAi r • ARLINGTON,TEXAS CV OF SEAL i GENERAL NOTES CONSULTANT: DESCRIPTION OF WORK: IDENTICAL TO EXISTING MATERIALS. IF IDENTICAL MATERIALS ARE NOT 4. T.G.G. TO VERIFY CONDITION OF EXISTING COMPONENTS WHEN THEY ARE TO BE A.ACI 315 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE BETWEEN CURB AND ASPHALT SHALL BE SEALED WITH ASPHALT SEALER THE GENERAL CONSTRUCTION WORK FOR CONSTRUCTING AND FINISHING THE INTERIOR AND AVAILABLE,OR CANNOT BE USED,USE MATERIALS THAT MATCH EXISTING REUSED THESE 5I-ALL BE OPERATIONAL AND FREE OF AESTHETIC FLAWS AND STRUCTURES INTERFACE BETWEEN THE CURB AND SIDEWALK SHALL BE CAULKED WITH COLOR TO STOREFRONT OF THIS STORE FOR RETAIL USE. ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE WITH REGARD TO SUITABLE FOR THEIR INTENDED USE. REFER ANY QUESTIONS TO THE TENANT IF B.ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE MATCH SIDEWALK DEFINITIONS: VISUAL EFFECT. USE MATERIALS FOR CUTTING AND PATCHING THAT WILL RESULT THERE 15 DOUBT CONCERNING THE ACCEPTABILITY OF ANY COMPONENT C.ASTM AI85: WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT Q.CONCRETE SIDEWALK SHALL BE PADOT CLASS A CONCRETE INSTALLED ON A IN THIS CONTRACT FOR GENERAL CONSTRUCTION,THE TERMS: IN EQUAL OR BETTER PERFORMANCE CHARACTERISTICS. PROVIDE THE TENANT A COST OF REPLACING THE QUESTIONABLE COMPONENTS. D.ASTM A491: WELDED DEFORMED STEEL WIRE FABRIC FOR CONCRETE 4-INCH COMPACTED BED OF PADOT 2A AGGREGATE.THE CONCRETE SIDEWALK A.GENERAL/CONSTRUCTION CONTRACTOR,GENERAL CONTRACTOR,CONTRACTOR, E.INSPECTION: VERIFY THAT EXISTING SURFACES WILL PROVIDE A SUITABLE SUBSTRATE FOR REINFORCEMENT SHALL HAVE A DEPTH OF 4-INCHES,A WIDTH AS SPECIFIED ON THE PLAN,AND TENANTS GENERAL CONTRACTOR,T.G.G.AND G.G.ARE INTERCHANGEABLE. BUILDING I. BEFORE CUTTING,EXAMINE THE SURFACES TO BE CUT AND PATCHED AND THE NEW MATERIALS AND FINISHES TO BE INSTALLED. E.ASTM A615: SPECIFICATION FOR DEFORMED AND PLAIN BILLET STEEL BARS FOR BROOM FINISHED.EDGES SHALL BE TOOLED WITH ' -INCH RADIUS.THE CONCRETE OWNER LANDLORD 1 TENANT COORDINATOR ARE INTERCHANGEABLE. CONDITIONS UNDER WHICH THE WORK 15 TO BE PERFORMED. IF UNSAFE OR F. HAZARDOUS MATERIALS: IF THE PRESENCE OF HAZARDOUS MATERIAL AT THE JOS CONCRETE REINFORCEMENT SIDEWALK SHALL BE REINFORCED WITH 6X6 NO.4 GAUGE STEEL MESH AND SHALL I. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE, OTHERWISE UNSATISFACTORY CONDITIONS ARE ENCOUNTERED,TAKE SITE 15 ASCERTAINED BY THE TENANT PRIOR TO ISSUANCE OF CONSTRUCTION F. CONCRETE REINFORCING STEEL INSTITUTE (CRSI)MANUAL OF PRACTICE BE LOCATED AT A HEIGHT OF 2-INCHES FROM THE SUBBASE. LOCAL AND STATION CRITERIA INCLUDING THE PORT (SUBTENANT CONSTRUCTION CORRECTIVE ACTION BEFORE PROCEEDING WITH THE WORK BEFORE THE DOCUMENTS THE TENANT MAY ELECT,AT HIS OPTION,TO EMPLOY A HAZARDOUS G.UNLESS MODIFIED HEREIN,CONFORM TO THE AUTHORITY SPECIFICATIONS. 3.2 FIELD TESTS OF CONCRETE DURING CONSTRUCTION PROCEDURES).THE T.G.C.SHALL BE RESPONSIBLE FOR TAKING OUT AND PAYING START OF CUTTING WORK,MEET AT THE WORK SITE WITH ALL PARTIES INVOLVED MATERIAL ABATEMENT CONTRACTOR TO ISOLATE,REMOVE AND DISPOSE OF THE PART 2 - PRODUCTS A.SLUMP TEST.ONE SLUMP TEST SHALL BE MADE ATA MINIMUM DAILY AND ADDITIONAL FOR ALL PERMITS AND FEES. IN CUTTING AND PATCHING, INCLUDING MECHANICAL AND ELECTRICAL TRADES, HAZARDOUS MATERIAL IN A SAFE AND LEGAL MANNER IF SCHEDULING ISSUES AND 2.1 MATERIALS TESTS FOR EACH TWENTY-FIVE (25)CUBIC YARD OR FRACTION THEREOF,OF 2. ALL WORK 15 TO BE PERFORMED IN ACCORDANCE WITH MOST CURRENT AIA REVIEW AREAS OF POTENTIAL INTERFERENCE AND CONFLICT BETWEEN THE DEMOLITION I5 REQUIRED TO EXPOSE CONCEALED HAZARDOUS MATERIAL REQUIRES A REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ACI 318 CONCRETE PLACED.SLUMP TESTS SHALL BE MADE SY THE CONTRACTOR IN THE DOCUMENT A-20I-GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION. VARIOUS TRADES COORDINATE LAYOUT OF THE WORK AND RESOLVE POTENTIAL THE TENANT TO ENGAGE IN THE SERVICES OF AN ABATEMENT CONTRACTOR AND CONCRETE REINFORCING STEEL INSTITUTE (CRSI)MANUAL OF STANDARD PRESENCE OF AND UNDER THE SUPERVISION OF THE OWNER'S REPRESENTATIVE.THE 3. THE FOLLOWING ITEMS MODIFY,CHANGE,DELETE FROM OR ADD TO THE CONFLICTS BEFORE PROCEEDING WITH THE WORK SIMULTANEOUS WITH THE GENERAL CONTRACTORS SCHEDULE, THE GENERAL PRACTICE AND THE FOLLOWING. CONTRACTOR SHALL PROVIDE SLUMP CONE AND ROD. GENERAL CONDITIONS OF THE AGREEMENT BETWEEN TENANT AND CONTRACTOR F. PREPARATION: CONTRACTOR WILL MEET WITH THE CONTRACTOR AND THE TENANTS REPRESENTATIVE I. BARS FOR CONCRETE REINFORCEMENT SHALL BE NEW STEEL ROLLED FROM B.AIR TEST.ONE AIR CONTENT TEST PER ASTM CI13 OR 231 SHALL BE MADE AT A AIA DOCUMENT A-20I. THE UNALTERED PROVISIONS SHALL REMAIN IN EFFECT. I. TEMPORARY SUPPORT TO PREVENT FAILURE.PROVIDE TEMPORARY SUPPORT OF TO DETERMINE AND COORDINATE THE WORK OF EACH RESPECTIVE CONTRACTOR IF OPEN HEARTH STEEL BILLETS AND SHALL MEET THE REQUIREMENTS OF ASTM A MINIMUM DAILY AND ADDITIONAL TESTS OF EACH 25 CUBIC YARD OR FRACTION SUPPLEMENTAL CONDITIONS ARTICLE II ADDS THE FOLLOWING PARAGRAPHS: WORK TO BE CUT. THE PRESENCE OF UNANTICIPATED HAZARDOUS MATERIALS IS ASCERTAINED OR 615,GRADE 60.REROLLED MATERIALS SHALL NOT BE PERMITTED.BARS SHALL THEREOF,OF EXPOSED CONCRETE SUBJECTED TO FREEZE-THAW CONDITIONS. 2. PROTECTION: PROTECT THE OTHER WORK DURING CUTTING AND PATCHING TO SUSPECTED DURING CONSTRUCTION, IMMEDIATELY CEASE WORK IN THE IMMEDIATE BE DEFORMED IN CONFORMITY WITH ASTM A615 AND SHALL BE FREE OF CONTRACTOR SHALL PERFORM THE AIR TEST IN THE PRESENCE OF AND UNDER THE THE INSURANCE REQUIRED BY SUB-PARAGRAPH 11.1 SHALL BE WRITTEN FOR NOT LESS THAN PREVENT DAMAGE,PROVIDE PROTECTION FROM ADVERSE WEATHER AREA OF THE MATERIAL ENCOUNTERED. CONTACT THE TENANTS REPRESENTATIVE DEFECTS.SPIRAL REINFORCING STEEL SHALL BE FABRICATED FROM COLD SUPERVISION OF THE OWNER'S REPRESENTATIVE.CONTRACTOR SHALL PROVIDE THE ANY LIMITS OF LIABILITY REQUIRED BY LAW,THOSE SET FORTH BELOW,OR THOSE CONDITIONS FOR THAT PART OF THE PROJECT THAT MAT BE EXPOSED DURING PRIOR TO ARRANGING TO HAVE THE TOXICITY AND EXTENT OF THE MATERIAL DRAWN WIRE IN ACCORDANCE WITH ASTM AS2 OR HOT ROLLED PLAIN OR AIR TEST METER SPECIFIED BY THE LANDLORD, WHICHEVER 15 GREATER,AND SHALL INCLUDE CONTRACTUAL CUTTING AND PATCHING OPERATIONS. AVOID INTERFERENCE WITH USE OF TESTED. A DETERMINATION BY THE TENANT AND HIS CONSULTANT(5) WILL BE MADE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60. C.CYLINDER TEST.ONE CYLINDER TEST I5 REQUIRED At A MINIMUM AND ADDITIONAL LIABILITY INSURANCE AS APPLICABLE TO THE CONTRACTORS OBLIGATION UNDER ADJOINING AREAS OR INTERRUPTION OF FREE PASSAGE TO ADJOINING AREAS. AS TO PREFERRED METHOD OF ISOLATING,REMOVING AND DISPOSING OF THE B.WELDED WIRE FABRIC SHALL BE OF THE ELECTRICALLY WELDED TYPE, WITH WIRES TESTS FOR EACH CONCRETE AMOUNT EXCEEDING TWENTY-FIVE (25)CUBIC YARDS OR PARAGRAPHS 11.1.11. TAKE PRECAUTIONS NOT TO CUT EXISTING PIPE,CONDUIT OR DUCT SERVING THE HAZARDOUS MATERIAL.THE GENERAL CONTRACTOR MAY BE ASKED TO SUBMIT A ARRANGED IN RECTANGULAR PATTERNS OF THE SIZES SHOWN ON THE DRAWINGS OR FRACTION THERE OF CONCRETE PLACED.THREE SETS OF FOUR(6"X12")CYLINDERS BUILDING BUT SCHEDULED TO BE RELOCATED UNTIL PROVISIONS HAVE BEEN PROPOSAL TO THE TENANT FOR REMOVAL AND DISPOSAL OF THE HAZARDOUS SPECIFIED. SHALL BE TAKEN IN ACCORDANCE WITH ASTM 01112 FROM THE CONCRETE DELIVERED S.WORKMAN'S COMPENSATION AND OCCUPATIONAL DISEASE INSURANCE: MADE TO BYPASS THEM. MATERIAL BY LICENSED AND QUALIFIED PERSONNEL IN A SAFE AND LEGAL MANNER I. WELDED SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM AI85. TO THE JOB AS FOLLOWS: I. STATE - STATUTORY AUTHORITY REQUIREMENTS: THE TENANT,AT HI5 OPTION,MAY ELECT TO SOLICIT PROPOSALS FROM OTHER 2. WELDED DEFORMED WIRE FABRIC SHALL CONFORM TO ASTM A491. I. ONE SET OF THE FIRST DAY'S CONCRETE DELIVERY. ARCHITECT: 2. APPLICABLE FEDERAL - (E.G.LONGSHOREMAN,HARBOR WORK, WORK OUTSIDE GENERAL CONTRACTOR SHALL FAMILIARIZE THEMSELVES AND HAVE ON HAND A COPY OF QUALIFIED CONTRACTORS FOR THE SAME SCOPE OF WORK, IN WHICH CASE THE 3. GROUTING ADHESIVE 2. ONE SET WHEN 25% OF THE TOTAL CONCRETE REQUIRED HAS BEEN CAST. US BOUNDARIES THE STAMPED / APPROVED LANDLORD PERMIT DRAWINGS AS PART OF THE OFFICIAL CONTRACTORS WILL BE DETERMINED IN A JOINT MEETING WITH TENANTS C.DOWEL BAR GROUTING ADHESIVE SHALL BE HIT HYI50 INJECTION ADHESIVE 3. ONE SET AT THE DISCRETION OF THE OWNER OR HIS REPRESENTATIVE. 3. EMPLOYERS LIABILITY - ►1,000,000.00 DOCUMENTS. REPRESENTATIVE. MANUFACTURED BY THE HILT, CORPORATION,TULSA,OKLAHOMA,OR AN APPROVED 4. CONTRACTOR SHALL PREPARE THE TEST CYLINDERS IN ACCORDANCE WITH 4. BENEFITS REQUIRED AS APPLICABLE BY UNION LABOR CONTRACTS I. ALL CUTTING OR CORING OF BLIND SPACES REQUIRE X-RAY OR GROUND EQUAL BY OWNER OR OWNER'S REPRESENTATIVE. ASTM 031 IN THE PRESENCE OF AND UNDER THE SUPERVISION OF THE OWNER'S C.COMPREHENSIVE GENERAL LIABILITY (INCLUDING PREMISES OPERATIONS: PENETRATING RADAR BE USED AND APPROVED PRIOR TO PERFORMANCE.A 12 SECTION 02010-SELECTIVE DEMOLITION DESCRIPTION OF WORK: EXTENT OF SELECTIVE REPRESENTATIVE.THE CONTRACTOR SHALL PROVIDE THE CYLINDERS. INDEPENDENT CONTRACTORS PROTECTIVE,PRODUCTS AND COMPLETED OPERATION: HOUR NOTIFICATION IS REQUIRED. DEMOLITION WORK IS INDICATED ON THE DRAWINGS. 5.CYLINDERS SHALL BE TRANSPORTED AND TESTED IN ACCORDANCE WITH ASTM - BROAD FORM PROPERTY DAMAGE,AUTOMOBILE COVERAGE,AND CONTRACT 2. ALL MATERIALS AND EQUIPMENT USED SHALL SE UL LISTED. I. TYPES OF SELECTIVE DEMOLITION WORK: 22 FABRICATION C39 BY A TESTING LABORATORY APPROVED BY THE OWNER'S LIABILITY) 3. BURN PERMITS WILL BE REQUIRED FROM THE AUTHORITY'S FIRE MARSHALL FOR A.DEMOLITION REQUIRES THE SELECTIVE REMOVAL AND SUBSEQUENT OFF SITE A.STEEL BARS SHALL BE CUT TO REQUIRED LENGTH AND ACCURATELY BENT BY REPRESENTATIVE.EACH SET-TEST SHALL CONSIST OF I CYLINDER AT 1-DAY,2 D.BODILY INJURY: 11,000,000.00 - EACH OCCURRENCE 11,000,000.00 - AGGREGATE, ANY WELDING AND/OR CUTTING THAT PRODUCES SPARKS,A 48 HOUR DISPOSAL OF THE FOLLOWING: APPROVED METHODS BEFORE PLACING.BARS SHALL BE BENT IN THE SHOP UNLESS CYLINDERS AT 28-DAY,AND I CYLINDER IN RESERVE.THE COST OF THE TESTING PRODUCTS AND COMPLETED OPERATIONS NOTIFICATION 15 REQUIRED. L PORTIONS OF BUILDING STRUCTURE INDICATED ON DRAWINGS AND AS REQUIRED WRITTEN APPROVAL OF FIELD BENDING IS OBTAINED FROM THE OWNER/OWNER'S SHALL SE BORNE BY THE CONTRACTOR CONTRACTOR SHALL IDENTIFY THE E.PROPERTY DAMAGE (INCLUDING WATER DAMAGE AND SPRINKLER LEAKAGE,LEGAL G.PERFORMANCE TO ACCOMMODATE NEW CONSTRUCTION. REPRESENTATIVE. IF FIELD BENDING I5 PERMITTED, IT SHALL BE DONE ONLY WHEN TESTING LABORATORY AND SUBMIT QUALIFICATIONS AND CERTIFICATIONS TO THE LIABILITY) ►1,000,000.00 - EACH OCCURRENCE ►1,000,000100 - AGGREGATE I. GENERAL: EMPLOY SKILLED WORKMEN TO PERFORM GUTTING AND PATCHING 2. REMOVAL OF INTERIOR PARTITIONS REMOVAL OF DOORS AND FRAMES. THE AIR TEMPERATURE I5 ABOVE 300F WHERE THE BENDING OPERATION IS OWNER FOR APPROVAL PRIOR TO THE PERFORMANCE OF ANY TESTING WORK C O R T L A N D F. PRODUCTS AND COMPLETED OPERATIONS SHALL BE MAINTAINED FOR A MINIMUM WORK EXCEPT AS OTHERWISE INDICATED OR AS APPROVED BY THE TENANT a. SUBMITTALS: PERFORMED.BARS SHALL HAVE A MINIMUM INSIDE RADIUS OF BEND AS SPECIFIED IN 6.IF TEST CYLINDERS FAIL TO MEET STRENGTH REQUIREMENTS,THE OWNER MAY PERIOD OF 1 YEAR AFTER FINAL PAYMENT AND CONTRACTOR SHALL CONTINUE TO REPRESENTATIVE,PROCEED WITH CUTTING AND PATCHING AT THE EARLIEST b.SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED METHODS AND THE CONCRETE REINFORCING STEEL INSTITUTE (CR51)MANUAL OF STANDARD REQUIRE ADDITIONAL CORE TESTS IN ACCORDANCE WITH ASTM C42 AT THE M O R G A N PROVIDE EVIDENCE OF SUCH COVERAGE TO TENANT ON AN ANNUAL BASIS DURING FEASIBLE TIME AND COMPLETE WORK WITHOUT DELAY. SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO TENANTS PRACTICE. EXPENSE OF THE CONTRACTOR THE AFOREMENTIONED PERIOD. 2. CUTTING: CUT THE WORK USING METHODS THAT ARE LEAST LIKELY TO DAMAGE REPRESENTATIVE FOR REVIEW PRIOR TO COMMENCEMENT OF WORK B.REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTED: PART 1 GENERAL A R C H I T E C T G.PROPERTY DAMAGE LIABILITY INSURANCE SHALL INCLUDE COVERAGE FOR WORK TO BE RETAINED OR ADJOINING WORK WHERE POSSIBLE REVIEW INCLUDE COORDINATION FOR SHUT-OFF,CAPPING,AND CONTINUATION OF I. BAR LENGTHS,DEPTHS,AND BENDS EXCEEDING SPECIFIED FABRICATION 1.1 SUMMARY EXPLOSION AND COLLAPSE. PROPOSED PROCEDURES WITH THE ORIGINAL INSTALLER COMPLY WITH UTILITY SERVICES AS REQUIRED.TOGETHER WITH DETAILS FOR DUST AND TOLERANCES. A.SECTION INCLUDES H.CONTRACTUAL LIABILITY (HOLD-HARMLESS COVERAGE) ORIGINAL INSTALLERS RECOMMENDATIONS. TO AVOID MARRING EXISTING NOISE CONTROL PROTECTION.COORDINATE WITH TENANTS CONTINUING 2. BENDS OR KINKS NOT INDICATED ON THE DRAWINGS. I. FORMWORK AND FORM ACCESSORIES FOR CAST-IN PLACE CONCRETE. I. BODILY INJURY ►1,000,000.00 - EACH OCCURRENCE FINISHED SURFACES,CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO OCCUPATION OF PORTIONS OF REMODELED SPACE.(NOT APPLICABLE) 3. BARS WITH REDUCED CROSS-SECTION DUE TO EXCESSIVE RUSTING OR OTHER 2. REINFORCING AND REINFORCING ACCESSORIES FOR CAST-IN-PLACE CONCRETE. 2. PROP.DAMAGE 11,000,000.00 - EACH OCCURRENCE 11,000,000.00 - CONCEALED SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. c. JOB CONDITIONS: CONDITION OF STRUCTURES, TENANT ASSUMES NO CAUSE. 3. CAST-IN-PLACE CONCRETE. 7� 1 N. FIELDER RD. AGGREGATE BY-PASS UTILITY SERVICES SUCH AS PIPE AND CONDUIT,BEFORE CUTTING, RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE 23 PRODUCT HANDLING 4.CONTROL,EXPANSION AND CONTRACTION JOINT DEVICES. I. PERSONAL INJURY, WITH EMPLOYMENT EXCLUSION DELETED: ►1,000,000.00 - EACH WHERE SUCH UTILITY SERVICES ARE SHOWN OR REQUIRED TO SE REMOVED, DEMOLISHED.CONDITIONS EXISTING AT THE SAME TIME OF COMMENCEMENT A.DELIVER REINFORCEMENT TO THE PROJECT SITE BUNDLED,TAGGED,AND MARKED. 12 SUBMITTALS ARLINGTON, TX 76012 PERSON COMPREHENSIVE AUTOMOBILE LIABILITY(OWNED,NON-OWNED,and HIRED) RELOCATED OR ABANDONED,CUT -OFF CONDUIT AND PIPE IN WALLS OR OF CONTRACT WILL BE MAINTAINED BY TENANT IN SO FAR AS USE METAL TAGS INDICATING REINFORCEMENT SIZE AND LENGTHS. A.SECTION 01330 - SUBMITTAL PROCEDURES: REQUIREMENTS FOR SUBMITTALS. J. COMPREHENSIVE AUTOMOBILE LIABILITY (OWNED,NON-OWNED,HIRED) PARTITIONS TO BE REMOVED. AFTER BY-PASS AND CUTTING,CAP VALVE,OR PRACTICABLE. HOWEVER,VARIATIONS WITHIN STRUCTURE MAY OCCUR BY B.STORE REINFORCEMENT AT THE PROJECT SITE IN A MANNER TO PREVENT DAMAGE B.SHOP DRAWINGS: REINFORCING INDICATING THE FOLLOWING: - K BODILY INJURY-►1,000,000.00 EACH PERSON - 11,000,000.00 EACH OCCURRENCE PLUG AND SEAL TIGHT REMAINING PORTION OF PIPE AND CONDUIT TO PREVENT TENANTS REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. I. BAR SIZES,SPACINGS,LOCATIONS,AND QUANTITIES OF REINFORCING STEEL. PH: (H17) 635 5696 L. PROPERTY DAMAGE - ►1,000,000.00 EACH OCCURRENCE CONTRACTORS INSURANCE ENTRANCE OF MOISTURE OR OTHER FOREIGN MATTER SELECTIVE DEMOLITION WORK. 2.4 QUALITY ASSURANCE 2. WELDED WIRE FABRIC. FAX: ($1 7) 635-5699 POLICIES ARE TO NAME THE TENANT,THE LANDLORD,AND ARCHITECT AS 3. PATCHING: PATCH WITH SEAMS WHICH ARE DURABLE AND AS INVISIBLE AS B.PARTIAL DEMOLITION AND REMOVAL: A.COMPLY WITH PERTINENT PROVISIONS OF THE FOLLOWING STANDARDS,LATEST 3. BENDING AND CUTTING SCHEDULES. ADDITIONAL INSURED.ALL CONTRACTORS AND SUBCONTRACTORS ENGAGED IN THE POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES FOR THE WORK WHERE I. ITEMS TO BE REMOVED BUT OF SALVAGEABLE VALUE TO CONTRACTOR MAY BE EDITION: 4. SUPPORTING AND SPACING DEVICES. These drawings are instruments of the Architect's service and are the PERFORMANCE OF THIS WORK SHALL EFFECT AND MAINTAIN AND DELIVER TO THE FEASIBLE, INSPECT AND TEST PATCHED AREAS TO DEMONSTRATE INTEGRITY OF REMOVED FROM STRUCTURE AS WORK PROGRESSES. TRANSPORT SALVAGED I. CR51 MANUAL OF STANDARD PRACTICE C.PRODUCT DATA: property of the Architect.They shall not be reproduced or used in any way, TENANT (COPY TO THE ARCHITECT)CERTIFICATES EVIDENCING THE EXISTENCE OF, WORK RESTORE EXPOSED FINISHES OF PATCHED AREAS AND WHERE ITEMS FROM SITE AS THEY ARE REMOVED.STORAGE AND SALE OF REMOVED 2. AGI 318 1. SUBMIT DATA ON JOINT DEVICES,ATTACHMENT ACCESSORIES, AND whatsoever,without the written permission of the Architect.0 2017 PRIOR TO THE COMMENCEMENT OF THE WORK AND UNTIL COMPLETION THEREOF,THE NECESSARY EXTEND FINISH RESTORATION INTO RETAINED ADJOINING WORK IN A ITEMS ON SITE WILL NOT BE PERMITTED. B.IN THE EVENT OF ANY CONFLICT,THE ACI 318 WILL DICTATE. ADMIXTURES. INSURANCE COVERAGE NOTED ABOVE.BEFORE COMMENCING WORK CONTRACTOR MANNER WHICH WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. a. PROTECTIONS: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF D.MANUFACTURER'S CERTIFICATE: CERTIFY PRODUCTS MEET OR EXCEED SPECIFIED SHALL SUBMIT CERTIFICATE OF INSURANCE TO LANDLORD IF REQUIRED. WHERE REMOVAL OF WALLS OR PARTITIONS EXTENDS FROM ONE FINISHED AREA PROTECTION AS REQUIRED TO PROTECT TENANTS PERSONNEL AND SECTION 033000-SITE CAST-IN-PLACE CONCRETE REQUIREMENTS. 21.1 COMPLETION INTO ANOTHER FINISHED AREA,PATCH AND REPAIR FLOOR AND WALL SURFACES GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK PART I - GENERAL 13 QUALITY ASSURANCE A.UPON COMPLETION OF THE WORK AND BEFORE THE FINAL PAYMENT 15 MADE,THE IN THE NEW SPACE TO PROVIDE AN EVEN SURFACE OF UNIFORM COLOR AND PROVIDE PROTECTIVE MEASURES AS REQUIRED PROVIDING FREE AND SAFE 1.1 SECTION INCLUDES A.PERFORM FORMWORK WORK IN ACCORDANCE WITH ACI 318. CONTRACTOR SHALL SECURE AND DELIVER TO THE TENANT (COPY TO THE APPEARANCE. IF NECESSARY TO ACHIEVE UNIFORM COLOR AND APPEARANCE, PASSAGE OF TENANTS PERSONNEL AND GENERAL PUBLIC TO AND FROM A.CAST-IN-PLACE CONCRETE: THE CONTRACTOR SHALL FURNISH ALL LABOR, B.FOR WOOD FORMWORK PRODUCTS FURNISHED FOR WORK OF THIS SECTION,COMPLY ARCHITECT)A PROPERLY ISSUED OCCUPANCY CERTIFICATE (CO)AND/OR ANY REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW OCCUPIED PORTIONS OF THE BUILDING.ERECT TEMPORARY COVERED EQUIPMENT AND APPURTENANCES AND MATERIALS NECESSARY FOR THE PROVISION WITH APPLICABLE PROVISIONS OF AFIPA NATIONAL DESIGN SPECIFICATIONS FOR OTHER REQUIRED APPROVALS BY ANY AGENCIES HAVING JURISDICTION OVER THE MATERIALS. WHERE PATCH OCCURS IN A SMOOTH PAINTED SURFACE,EXTEND PASSAGEWAYS AS REQUIRED BY AUTHORITIES HAVING JURISDICTIONS. AND INSTALLATION OF CONCRETE MATERIALS,REINFORCEMENT,AND CAST-IN-PLACE WOOD CONSTRUCTION. WORK THIS INCLUDES ANY CERTIFICATION FROM THE LANDLORD. FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING PATCH AFTER PROVIDE INTERIOR AND EXTERIOR SHORING. BRACING,OR SUPPORT TO CONCRETE IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND DRAWINGS C.PERFORM REINFORCING WORK IN ACCORDANCE WITH CRSI MANUAL OF STANDARD B.UPON COMPLETION OF THE WORK AND BEFORE THE FINAL PAYMENT IS MADE,THE PATCHED AREA HAS RECEIVED PRIME AND BASE COAT. PREVENT MOVEMENT SETTLEMENT,OR COLLAPSE OF STRUCTURE OR OR AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. PRACTICE AND ACI 318. CONTRACTOR SHALL SECURE AND DELIVER TO THE TENANT (COPY TO THE 4. CLEANING: THOROUGHLY CLEAN AREAS AND SPACES WHERE WORK I5 ELEMENT TO BE DEMOLISHED,AND ADJACENT FACILITIES OR WORK TO 12 RELATED SECTIONS D.DETAIL REINFORCEMENT AND PREPARE SHOP DRAWINGS IN ACCORDANCE WITH AGI ARCHITECT)ALL GUARANTEES AND/OR WARRANTIES ON ALL EQUIPMENT SUPPLIES PERFORMED OR USED AS ACCESS TO WORK REMOVE COMPLETELY PAINT, REMAIN.PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN A.SECTION 03 10 00 - SITE CONCRETE FRAMEWORK 315. AND/OR INSTALLED BY THE CONTRACTOR AND HIS SUBCONTRACTORS. MORTAR OILS, PUTTY AND ITEMS OF SIMILAR NATURE. THOROUGHLY CLEAN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. S.SECTION 03 20 00 - SITE CONCRETE REINFORCEMENT E.PERFORM CONCRETE WORK IN ACCORDANCE WITH ACI 318. C.UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS MADE,THE PIPING,CONDUIT AND SIMILAR FEATURES BEFORE PAINTING OR OTHER FINISHING PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. C.SECTION 03 39 00 - SITE CONCRETE CURING F. ACQUIRE CEMENT AND AGGREGATE FROM ONE SOURCE FOR WORK CONTRACTOR SHALL SUBMIT FINAL NOTARIZED WAIVERS OF LIEN FROM ALL IS APPLIED. RESTORE DAMAGED PIPE COVERING TO ITS ORIGINAL CONDITION. CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE D.SECTION 31 05 I6 - AGGREGATES FOR EARTHWORK G.CONFORM TO ACI 305R WHEN CONCRETING DURING HOT WEATHER SUBCONTRACTORS AND A FINAL NOTARIZED LIEN WAIVER FROM HIMSELF FOR THE REQUIRED SEPARATING AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST E.SECTION 31 23 Il - TRENCHING H.CONFORM TO ACI 306.1 WHEN CONCRETING DURING COLD WEATHER FULL AMOUNT OF THE CONTRACT(INCLUDING ALL CHANGE ORDERS AND EXTRAS) SECTION 01600-MATERIAL AND EQUIPIMENT OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF F. SECTION 33 11 13 - PUBLIC WATER UTILITY DISTRIBUTION PIPING 1.4 COORDINATION THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS FINAL LIEN WAIVERS SHALL STATE THAT THEY INCLUDE ANY AND ALL WORK ON THE PART I-GENERAL DOORS AND SECURITY LOCKS IF REQUIRED.PROVIDE TEMPORARY G.SECTION 33 31 13 - PUBLIC SANITARY UTILITY SEWERAGE PIPING A SECTION 01300 - ADMINISTRATIVE REQUIREMENTS: REQUIREMENTS FOR WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SUBJECT PROJECT. I. PRODUCTS: WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND H. SECTION 33 41 00 - STORM UTILITY DRAINAGE PIPING COORDINATION. SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR 213 MISCELLANEOUS PROVISIONS: A.PRODUCTS: MEANS NEW MATERIAL,MACHINERY,COMPONENTS,EQUIPMENT,FIXTURE REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES,AND I. SECTION 33 11 19 - UTILITY SYSTEM B.COORDINATE THIS SECTION WITH OTHER SECTIONS OF WORK,REQUIRING ATTACHMENT )-IIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH - A.ALL WORK SHALL BE COORDINATED WITH AND 15 SUBJECT TO APPROVAL BY THE AND SYSTEM FORMING THE WORK DOES NOT INCLUDE MACHINERY AND EQUIPMENT INSTALLATION OF NEW CONSTRUCTION TO INSURE THAT NO WATER LEAKAGE 13 DESCRIPTION OF WORK OF COMPONENTS TO FORMWORK MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY RULES OF THE LANDLORD 1 MANAGEMENT COORDINATION COMPANY INCLUDING THE USED FOR PREPARATION,FABRICATION,CONVEYING AND ERECTION OF THE WORK OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF THE BUILDING. A.SUMMARY FOR THIS WORK: C.WHEN FORMWORK IS PLACED AFTER REINFORCEMENT RESULTING IN INSUFFICIENT OR SCALE GORREGTL7 TO THE INDICATED SIZE. SAME AS SET FORTH IN THE SUBTENANT CONSTRUCTION PROCEDURES AND SUBTENANT PRODUCTS MAY ALSO INCLUDE EXISTING MATERIALS OR COMPONENTS REQUIRED REMOVE PROTECTIONS AT COMPLETION OF THE WORK I. SITE CONCRETE INCLUDING: CONCRETE CURB,SIDEWALK,STAIR STEPS, CONCRETE COVER OVER REINFORCEMENT BEFORE PROCEEDING,REQUEST DESIGN CRITERIA. SUBMIT EVIDENCE OF SAME AS MAY BE REQUIRED. OBTAIN A LIST FOR REUSE. b.DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT MANHOLES AND END WALL STRUCTURES. INSTRUCTIONS FROM ARCHITECT. OF RULES AND REGULATIONS FROM THE LANDLORD / /OR AGENCY IN AUTHORITY. B.PROVIDE INTERCHANGEABLE COMPONENTS OF THE SAME MANUFACTURER FOR FACILITIES BY DEMOLITION WORK AT NO COST TO THE OWNER/LANDLORD / 2. SLURRY CONCRETE. D.COORDINATE PLACEMENT OF JOINT DEVICES WITH ERECTION OF CONCRETE B.STORAGE OF CONTRACTORS CONSTRUCTION MATERIALS TOOLS,EQUIPMENT AND SIMILAR COMPONENTS. TENANT. IA REQUIREMENTS FORMWORK AND PLACEMENT OF FORM ACCESSORIES. DATE: ISSUE DEBRIS SHALL BE CONFINED TO THE LEASED PREMISES AND IN ANY OTHER AREA II. TRANSPORTATION AND HANDLING c.TRAFFIC: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS A THE GENERAL PROVISIONS OF THE CONTRACT DOCUMENTS, INCLUDING GENERAL AND PART 2 PRODUCTS WHICH MAY BE DESIGNATED FOR SUCH PURPOSE BY THE LANDLORD. IN NO EVENT A.TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURERS REMOVAL INA MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS,APPLY TO THE WORK 2.1 WOOD FOR')MATERIALS SHALL ANY MATERIAL OR DEBRIS BE STORED IN HALLS OR SERVICE/EXIT INSTRUCTIONS. STREETS, WALKS,AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. SPECIFIED IN THIS SECTION. A.FORM MATERIALS: AT DISCRETION OF CONTRACTOR 04/24/17 TUMI 90% REVIEW SET CORRIDORS. B.PROMPTLY INSPECT SHIPMENTS TO ASSURE THAT PRODUCTS COMPLY WITH DO NOT CLOSE,BLOCK OR OTHERWISE OBSTRUCT STREETS, WALKS OR 2.1 CEMENT CONCRETE 22 FORMWORK ACCESSORIES 21.4 CHANGES: REQUIREMENTS,QUANTITIES ARE CORRECT,AND PRODUCTS ARE UNDAMAGED. OTHER OCCUPIED FACILITIES WITHOUT WRITTEN PERMISSION FROM PART 2 - PRODUCTS A.FOR')TIES: SNAP-OFF TYPE,GALVANIZED METAL,CONE TYPE,FREE OF DEFECTS A.BILLS FOR EXTRAS WILL BE PAID ONLY WHEN WORK IS APPROVED IN WRITING. NO III.STORAGE AND PROTECTION AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND A.CEMENT CONCRETE SHALL BE READY-MIXED,CONFORMING TO THE AUTHORITY CAPABLE OF LEAVING HOLES LARGER THAN I I-1/4 INCH (25 32 MM)IN CONCRETE 04/26/17 LANDLORD SET CHARGES BASED UPON VERBAL ORDERS WILL BE CONSIDERED UNLESS APPROVED A.STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS CLOSED OR OBSTRUCTED TRAFFIC WAY IF REQUIRED BY GOVERNING REGULATIONS. SURFACE. IN WRITING OR EMAIL. THE CONTRACTORS RECORDS FOR ALL CHARGES OR CREDITS INSTRUCTION WITH THE SEALS AND LABELS INTACT AND LEGIBLE. STORE SENSITIVE REGULATIONS. I. REQUIREMENTS FOR AUTHORITY APPROVED BATCH PLANTS,DESIGN B.FORM RELEASE AGENT: COLORLESS MINERAL OIL WHICH WILL NOT STAIN CONCRETE, SHALL AT ALL TIMES BE MADE AVAILABLE TO INSPECTION BY THE ARCHITECT OR PRODUCTS IN WEATHER TIGHT CLIMATE CONTROLLED ENCLOSURES. d.EXPLOSIVES: THE USE OF EXPLOSIVES IS NOT PERMITTED.UTILITY COMPUTATIONS AND PLANT INSPECTION SHALL APPLY. OR ABSORB MOISTURE,OR IMPAIR NATURAL BONDING OR COLOR CHARACTERISTICS TENANT. B.PROVIDE OFF-SITE STORAGE AND PROTECTION WHEN SITE DOES NOT PERMIT ON SITE SERVICES MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN,KEEP IN 22 REINFORCING STEEL OF COATING INTENDED FOR USE ON CONCRETE. 05/02/17 REVISION 1 - PERMIT SET S.SITE VISITS AS WELL AS A THOROUGH REVIEW OF THE LANDLORDS (SUBTENANT STORAGE OR PROTECTION. SERVICE, AND PROTECT AGAINST DAMAGE DURING DEMOLITION A.REINFORCING BARS: I. "ARCAL-50"t ARCAL CHEMICAL CORPORATION. CONSTRUCTION PROCEDURES)AND (SUBTENANT DESIGN CRITERIA)ARE REQUIRED C.COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS SHEET COVERING. OPERATIONS.DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR I. COMPLY WITH SECTION 03 20 00 - SITE CONCRETE REINFORCEMENT OF THESE 2. "SYNTHEX"t INDUSTRIAL SYNTHETICS COMPANY. PRIOR TO SUBMITTING A BID. NO CHANGE ORDERS WILL BE ACCEPTED FROM THE PROVIDE VENTILATION TO AVOID CONDENSATION. USED FACILITIES,EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES SPECIFICATIONS. 3. 'NOX-CRETE FOR') COATING"* NOX-CRETE COMPANY. T.G.G.OR ANY SUBCONTRACTORS,FOR WORK THAT IS REQUIRED BASED ON SITE D.PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY METHODS TO HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING B.WELDED WIR_ REINFORCEMENT (STEEL WIRE FABRIC. 4. SUBSTITUTIONS: SECTION 01600 - PRODUCT REQUIREMENTS. CONDITIONS OR WORK THAT IS OUTLINED IN THE LANDLORD (SUBTENANT PREVENT SOILING,DISFIGUREMENT,OR DAMAGE. INTERRUPTIONS TO EXISTING UTILITIES,AS ACCEPTABLE TO GOVERNING I. COMPLY WITH SECTION 03 20 00 - SITE CONCRETE REINFORCEMENT OF THESE C.VAPOR RETARDER: 8 MIL THICK POLYETHYLENE SHEET. CONSTRUCTION PROCEDURES)AND (SUBTENANT DESIGN CRITERIA). E.ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR INSPECTION AUTHORITIES. SPECIFICATIONS. D.BITUMINOUS JOINT FILLER: ASTM D 1151. C.THE CONCRETE SLAB IS EXISTING AND IS TO REMAIN. THE TG.C. IS TO PATCH AND PERIODICALLY INSPECT TO ASSURE PRODUCTS ARE UNDAMAGED AND ARE e. ENVIRONMENTAL CONTROLS: USE WATER SPRINKLING. TEMPORARY 23 QUALITY ASSURANCE E.NAILS,SPIKES,LAG BOLTS,THROUGH BOLTS,ANCHORAGES: SIZE,STRENGTH AND MATCH AS REQUIRED. MAINTAINED UNDER SPECIFIED CONDITIONS. ENCLOSURES,AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT A REFERENCE STANDARDS: CHARACTER TO MAINTAIN FORMWORK IN PLACE WHILE PLACING CONCRETE. D.THE T.G.G. IS TO VISIT THE SITE AND VERIFY ALL SITE CONDITIONS AND NOTIFY THE IV.PRODUCT OPTIONS RISING AND SCATTERING IN AIR TO LOWEST PRACTICAL LEVEL. COMPLY 1. AUTHORITY SPECIFICATIONS. 23 REINFORCEMENT TENANT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE EXISTING A.PRODUCTS SPECIFIED BY REFERENCE STANDARD OR BY DESCRIPTION ONLY: ANY WITH GOVERNING REGULATION PERTAINING TO ENVIRONMENTAL PROTECTION. 2. AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM): A REINFORCING STEEL: ASTM A615,60 KSI (300 420 520 MPA)YIELD GRADE* CONDITIONS BEFORE COMMENCEMENT OF ANY WORK PRODUCT MEETING THOSE STANDARDS OR DESCRIPTION. DO NOT USE WATER WHEN IT MIGHT CREATE HAZARDOUS OR a. C3I MAKING AND CURING CONCRETE TEST SPECIMENS IN THE FIELD DEFORMED BILLET STEEL BARS,UNFINISHED. E.ALL MATERIALS AND PRODUCTS SHALL BE NEW,AND OPERATED AND INSTALLED IN B.PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS PRODUCTS OF OBJECTIONABLE CONDITIONS SUCH AS ICE,FLOODING,AND POLLUTION b.C39 TEST FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE B.WELDED STEEL WIRE FABRIC: ASTM 4155 PLAIN TYPE, IN FLAT SHEETS. STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND MANUFACTURER NAMED AND MEETING SPECIFICATIONS NO OPTIONS OR SUBSTITUTIONS INSPECTION PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK: SPECIMENS 2.4 REINFORCEMENT ACCESSORY MATERIALS RECOMMENDATIONS. ALLOWED. 1. INSPECT AREAS IN WHICH WORK WILL BE PERFORMED. PHOTOGRAPH EXISTING c.C42 OBTAINING AND TESTING DRILLED CORES AND SAWED BEAMS OF A TIE WIRE: MINIMUM 16 GAGE ANNEALED TYPE F. THE TENANT ARCHITECT SHALL FILE THE REQUIRED PLANS,ETC. WITH THE C.PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS WITH A PROVISION CONDITIONS ADJACENT TO STRUCTURAL SURFACES EQUIPMENT OR TO CONCRETE B.CHAIRS,BOLSTERS,BAR SUPPORTS,SPACERS: SIZED AND SHAPED FOR STRENGTH DEPARTMENT OF COMMUNITY AFFAIRS THRU AUTHORITY FOR APPROVAL GC SHALL BE FOR SUBSTITUTIONS: SUBMIT A REQUEST FOR SUBSTITUTION FOR ANY MANUFACTURER SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUED AS DAMAGE d.an SAMPLING FRESH CONCRETE AND SUPPORT OF REINFORCEMENT DURING CONCRETE PLACEMENT CONDITIONS REQUIRED TO FILE ALL PERMIT APPLICATION WITH AUTHORITY AT PROJECT AWARD. NOT NAMED. RESULTING FROM SELECTIVE DEMOLITION WORK: B.WATER: INCLUDING LOAD BEARING PAD ON BOTTOM TO PREVENT VAPOR RETARDER G.THE TG.C. SHALL FURNISH AND INSTALL ALL NECESSARY BARRICADES,TEMPORARY V. SUBSTITUTIONS 2. FILE WITH AUTHORITY REPRESENTATIVE PRIOR TO STARTING WORK I. CLEAN AND NOT DETRIMENTAL TO CONCRETE. PUNCTURE. CONSTRUCTION,DUST SHIELDS,AND SCAFFOLDING AS REQUIRED BY THE LANDLORD. A.A TENANT REPRESENTATIVE WILL CONSIDER REQUESTS FOR SUBSTITUTIONS ONLY 2.4 SUBMITTALS 2S REINFORCEMENT FABRICATION THE T.G.G. IS RESPONSIBLE FOR BARRICADE COSTS INCLUDING FINISHES AND WITHIN 15 DAYS AFTER DATE OF TENANT-CONTRACTOR AGREEMENT OR DATE SECTION 03010-CONCRETE WORK A.CERTIFICATES: A FABRICATE CONCRETE REINFORCEMENT IN ACCORDANCE WITH CRSI MANUAL OF GRAPHICS AS REQUIRED BY THE LANDLORD.MAINTENANCE,REMOVAL AND REPAIR, ESTABLISHED IN NOTICE TO PROCEED. A.THERE IS AN EXISTING CONCRETE FLOOR SLAB,PREPARE THE SLAB TO RECEIVE I. THE CONTRACTOR SHALL SUBMIT CERTIFICATION FROM THE CONCRETE STANDARD PRACTICE AND ACI 318. CLEANUP OR ANY RECONSTRUCTION REQUIRED AS A RESULT OF THE BARRICADE. B.DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING COMPLIANCE OF FINISH AS INDICATED ON DRAWINGS. PRODUCER ATTESTING THAT THE CEMENT CONCRETE CONFORMS TO THE B.LOCATE REINFORCEMENT SPLICES NOT INDICATED DRAWINGS,AT POINT OF MINIMUM H.TG.C. TO CONTACT LANDLORDS SITE REPRESENTATIVE AND CONTRACTORS AND PROPOSED SUBSTITUTIONS ALLOWED. AUTHORITY SPECIFICATIONS FOR THE CLASS OF CONCRETE BEING USED. STRESS.REVIEW LOCATION OF SPLICES WITH ARCHITECT. COORDINATE HIS WORK WITH LANDLORD'S REQUIREMENTS. C.A REQUEST CONSTITUTES A REPRESENTATION THAT THE CONTRACTOR: SECTION 03015-FLOOR SLAB MODIFICATIONS 2. THE CONTRACTOR SHALL SUBMIT CERTIFIED RESULTS OF COMPRESSIVE 2.6 CONCRETE MATERIALS I. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR A T.G.G.SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF STRENGTH TESTS PERFORMED BY AN INDEPENDENT TESTING LABORATORY. A.CEMENT: ASTM 0150,TYPE I - NORMAL OR TYPE II - MODERATE. DATE: NO. REVISIONS / BY: SECTION 01010-SUMMARY OF WORK EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. CONCRETE FLOOR SLAB TO BE REMOVED AND REPLACED FOR INSTALLATION OF B.SHOP DRAWINGS: B.FINE AND COARSE AGGREGATES: ASTM C33. THE WOR INDICAREQDUIINETHENCONSTRUCTION DOCUMENTS ARE INTENDED TO DELINEATE THE 2 SPECKED PRODUCT.AME WARRANTY OF THE SUSStITUTION AS FOR THE SHALLL E COORDINATED WITH EHE LANDLORD TENANT COORDINATOR THE SLAB I. CEOTNCR=E SHALL B SUBMITTTED. iNFORGING STEEL FDR GA57-IN-PLACE 21 ADDMIX TERR:SGLEAN AND NOT DETRIMENTAL TO CONCRETE. PROJECT: SCOPE OF WORK REQUIRED TO CONSTRUCT A COMPLETE TENANT RETAIL BUILD OUT. 3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO OTHER WORK WHICH B.ALL FLOOR PENETRATIONS TO BE WATERPROOFED PER LANDLORDS REQUIREMENTS. 2. DETAILED SHOP DRAWINGS OF PRE-CAST CONCRETE STRUCTURES SHALL BE A.AIR ENTRAINMENT: ASTM C260. MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL C.WHERE THERE IS AN EXISTING FLOOR SLAB REQUIRING LEVELING,TG.C.SHALL SUBMITTED. B.CHEMICAL: ASTM 0494 - SECTION 01045 - CUTTING AND PATCHING COST TO TENANT. PERFORM CONCRETE LEVELING UTILIZING ARDEC K-55 FAST SETTING CONCRETE 3.1 CONSTRUCTION I. TYPE A - WATER REDUCING DESCRIPTION OF REQUIREMENTS: 4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION WHICH MAY UNDERLAYMENT PATCH AS MANUFACTURED BY ARDEC INC.630 STOOPS FERRY PART 3 - EXECUTION 2. TYPE B - RETARDING A.DEFINITION: SUBSEQUENTLY BECOME APPARENT. ROAD,CORAOPOLIS,PA 15108(412)264-4240.COORDINATE PREPARATION AND A THE CONTRACTOR SHALL COMPLY WITH THE AUTHORITY SPECIFICATIONS FOR 3. TYPE C - ACCELERATING I. "CUTTING AND PATCHING" INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO 5. WILL REIMBURSE TENANT FOR REVIEW OR REDESIGN SERVICES ASSOCIATED INSTALLATION WITH REQUIREMENTS OF FINISH FLOOR MANUFACTURERS SPECIFICATIONS CONSTRUCTION REQUIREMENTS INCLUDING FORMWORK,CURING,PROTECTION,AND 4. TYPE D - WATER REDUCING AND RETARDING PROVIDE FOR THE INSTALLATION OR PERFORMANCE OF OTHER WORK AND WITH RE-APPROVAL BY AUTHORITIES. PRIME CONCRETE AND INSTALL PATCH PER ARDEC'S WRITTEN RECOMMENDATIONS. FINISHING OF CEMENT CONCRETE. 5. TYPE E - WATER REDUCING AND ACCELERATING LOCATION: WASHINGTON SQUARE SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR 6.HAS INVESTIGATED PROPOSED PRODUCT FOR COMPLIANCE WITH UL LABELED DO NOT USE ASA WEAR SURFACE OR WHERE SUBJECT TO STANDING WATER OR AT B.THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT LEAST 6.TYPE F - WAER REDUCING, HIGH RANGE c� ORIGINAL CONDITION. "CUTTING AND PATCHING" IS PERFORMED FOR ASSEMBLIES AND ACCEPTANCE BY THE LOCAL AUTHORITIES FOR INSTALLATION EXTERIOR LOCATIONS. TWENTY-FOUR(24)HOURS IN ADVANCE OF EACH CONCRETE PLACEMENT AND NO 1. TYPE G - WAER REDUCING,HIGH RANGE AND RETARDING. c1555 SW,WASHINGTON SQUARE RD COORDINATION OF THE WORK,TO UNCOVER WORK FOR ACCESS OR INSPECTION, WITHIN THE ASSEMBLIES. CONCRETE SHALL BE PLACED UNTIL THE EXCAVATIONS AND REINFORCEMENT HAVE C.FLY ASH OR CALCINED POZZOLAN: ASTM C6I8. TO OBTAIN SAMPLES FOR TESTING,TO PERMIT ALTERATIONS TO BE PERFORMED D.SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE INDICATED OR IMPLIED SECTION 031000-SITE CONCRETE FORMWORK BEEN APPROVED BY THE OWNER'S REPRESENTATIVE.NO CONCRETE SHALL BE D.PLASTICIZING: ASTM 01011. PORTLAND, OR CI7223 OR FOR OTHER SIMILAR PURPOSES.CUTTING AND PATCHING PERFORMED DURING ON SHOP DRAWINGS OR PRODUCT DATA SUBMITS, WITHOUT SEPARATE WRITTEN PART I - GENERAL DEPOSITED UPON FROZEN,LOOSE,OR OTHERWISE UNSTABLE GROUND. 2.8 JOINT DEVICES AND FILLER MATERIALS SPACE #J02 THE MANUFACTURE OF PRODUCTS OR DURING THE INITIAL FABRICATION, REQUEST,OR WHEN ACCEPTANCE WILL REQUIRE REVISION OF THE CONTRACT I.I DESCRIPTION OF WORK C.PLACING OF THE CONCRETE SHALL BE DONE IN ACCORDANCE WITH ANSI/ACI 304, A.JOINT FILLER: ASTM DI151t ASPHALT IMPREGNATED FIBERBOARD OR FELT, I/4 INCH (6 ERECTION OR INSTALLATION PROCESSES IS NOT CONSIDERED TO BE CUTTING DOCUMENTS. A THE CONTRACTOR SHALL FURNISH ALL LABOR,EQUIPMENT AND APPURTENANCES, RECOMMENDED PRACTICE FOR MEASURING,MIXING,AND PLACING CONCRETE, MM)THICK PROJECT NO. DRAWN BY: AND PATCHING UNDER THIS DEFINITION.DRILLING OF HOLES TO INSTALL E.SUBSTITUTIONS SUBMITTAL PROCEDURE: AND MATERIALS NECESSARY FOR THE SATISFACTORY ASSEMBLING OF FORMS FOR SECTIONS V AND VI,AND ALL APPLICABLE PORTIONS OF SAID STANDARDS SHALL B.CONSTRUCTION JOINT DEVICES: INTEGRAL GALVANIZED STEEL,FORMED TO TONGUE FASTENERS AND SIMILAR OPERATIONS ARE ALSO NOT CONSIDERED TO BE I. SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR CONSIDERATION. CAST-IN-PLACE CONCRETE AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE APPLY.NO CONCRETE SHALL BE PLACED IN SPACES WHERE DEBRIS,OIL,OR WATER AND GROOVE PROFILE,KNOCKOUT HOLES SPACED AT 6 INCHES(150 MM),RIBBED 1 ioQ1 STAFF CUTTING AND PATCHING. "SELECTIVE DEMOLITION" IS RECOGNIZED AS A LIMIT EACH REQUEST TO ONE PROPOSED SUBSTITUTION. OWNER/OWNER'S REPRESENTATIVE. IS PRESENT.APPROVAL OF FORMS AND REINFORCEMENT BY THE OWNER'S STEEL SPIKES WITH TONGUE TO FIT TOP SCREED EDGE. RELATED BUT SEPARATE CATEGORY OF WORK WHICH MAY OR MAY NOT 2. SUBMIT SHOP DRAWINGS,PRODUCT DATA,AND CERTIFIED TEST RESULTS 12 RELATED SECTIONS REPRESENTATIVE SHALL BE OBTAINED BEFORE CONCRETE IS PLACED.ALL C.SEALANT: AS SPECIFIED IN SECTION 01500. REQUIRE CUTTING AND PATCHING AS DEFINED IN THIS SECTION,REFER TO ATTESTING TO THE PROPOSED PRODUCT EQUIVALENCE. A SECTION 03 30 00 - SITE CAST-IN-PLACE CONCRETE CONCRETE USED IN DRAINAGE STRUCTURES SHALL BE THOROUGHLY VIBRATED WITH 2.5 ACCESSORIES SCALE: CHECKED BY: SELECTIVE DEMOLITION SECTION OF DIVISION 3. THE ARCHITECT/ENGINEER WILL NOTIFY CONTRACTOR, IN WRITING,OF DECISION 13 SUBMITTALS APPROVED MECHANICAL VIBRATING EQUIPMENT. A.MEMBRANE CURING COMPOUND: ASTM CI315. GL 1A1}�� 2. REFER TO OTHER SECTIONS OF THESE SPECIFICATIONS FOR SPECIFIC CUTTING TO ACCEPT OR REJECT REQUEST. A.IF REQUIRED BY TOWNSHIP OR MUNICIPAL AUTHORITY,SUBMIT SHOP DRAWINGS D.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO INSURE THAT 2.10 CONCRETE MIX AS SHO/ 4N STAFF AND PATCHING REQUIREMENTS AND LIMITATIONS APPLICABLE TO INDIVIDUAL SHOWING PROPOSED FORMWORK DIMENSIONING,MATERIALS,ARRANGEMENT OF CONCRETE PLACED DURING HOT OR COLD WEATHER IS NOT DAMAGED BY A.SELECT PROPORTIONS FOR CONCRETE IN ACCORDANCE WITH ACI 318 TRIAL UNITS OF WORK UNLESS OTHERWISE SPECIFIED REQUIREMENTS OF THIS SECTION SECTION 01100-PROJECT CLOSE OUT JOINTS AND TIES IN ACCORDANCE WITH THESE SPECIFICATIONS. TEMPERATURE EXTREMES.TO THIS END HE SHALL PLACE THE CONCRETE IN MIXTURES OR FIELD EXPERIENCE OR BOTH. DATE: APPLY TO MECHANICAL AND ELECTRICAL WORK REFER TO DIVISION - 15 AND A FINAL CLEANING: PROFESSIONALLY CLEAN IN ACCORDANCE WITH EXCELLENT 1.4 REFERENCES ACCORDANCE WITH THE APPLICABLE PORTIONS OF ACI 305R AND 306R NO B.PROPORTION CONCRETE FOR FOUNDATIONS AS FOLLOWS: DIVISION 16 SECTIONS FOR ADDITIONAL REQUIREMENTS AND LIMITATIONS ON HOUSEKEEPING PRACTICES.REMOVE GREASE,MASTIC,ADHESIVES,DUST,DIRT,STAINS, A ACI 301: STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE CONCRETE WILL BE ACCEPTED WHICH I5 FROZEN OR DAMAr'FD DUE TO EXTREMITIES I. MINIMUM COMPRESSIVE STRENGTH: 3000 PSI 28 DAYS. O4/���201 1 CUTTING AND PATCHING OF MECHANICAL AND ELECTRICAL WORK FINGERPRINTS,LABELS,AND OTHER FOREIGN MATERIALS FROM SIGHT-EXPOSED B.ACI 341: RECOMMENDED PRACTICE FOR CONCRETE FORMWORK IN WEATHER 2. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.50. B.QUALITY ASSURANCE: SURFACES. WASH AND SHINE STOREFRONT GLAZING AND MIRRORS. POLISH GLOSSY PART 2 - PRODUCTS E.FORMS SHALL CONFORM TO THE SHAPE,LINES,AND GRADES AND DIMENSIONS AS 3. SLUMP LIMIT: 8 INCHES FOR CONCRETE WITH VERIFIED SLUMP OF 2 TO 4 INCHES I. REQUIREMENTS FOR STRUCTURAL WORK DO NOT CUT AND PATCH STRUCTURAL SURFACES TO CLEAR SHINE. VACUUM CLEAN ALL CARPETS.VERIFY ENTIRE WORK 2.1 FORMWORK MATERIALS CALLED FOR ON THE DRAWINGS.THEY SHALL BE SUFFICIENTLY TIGHT TO PREVENT BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR PLASTICIZING WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF LOAD CARRYING AREA IS CLEAN. A.CONFORM TO ACI 301 AND AGI 318. LEAKAGE OF MORTAR AND SHALL BE PROPERLY BRACED AND TIED SO AS TO ADMIXTURE,PLUS OR MINUS I INCH. CAPACITY OR OF LOAD DEFLECTION RATIO.OPERATIONAL AND SAFETY B.MATERIALS AND MAINTENANCE MANUALS: MANUALS TO INCLUDE OPERATION AND B.USE PLYWOOD OR STEEL,SUITABLE FOR THE SERVICE. PREVENT MOVEMENT AND TO MAINTAIN THE DESIRED SHAPE. 4.AIR CONTENT: 6 PERCENT,PLUS OR MINUS IS PERCENT AT POINT OF DELIVERY. LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR SAFETY MAINTENANCE INSTRUCTIONS AND COMPLETE PARTS LISTS AS FURBISHED BY C.FORM TIES: SNAP-OFF METAL,OF FIXED OR ADJUSTABLE LENGTH, AND CONE ENDS. F. METAL REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH ANSI/AGI 318, C.PROPORTION CONCRETE FOR SLABS AS FOLLOWS: RELATED COMPONENTS IN A MANNER THAT WOULD RESULT IN A REDUCTION OF MANUFACTURER FOR ALL SYSTEMS,EQUIPMENT,FIXTURES. FURBISH FINISHED COPIES IN D.CONSTRUCT FORMWORK FOR EXPOSED CONCRETE SURFACES WITH SMOOTH-FACED EXCEPT AS OTHERWISE NOTED HEREIN AND ACCURATELY POSITIONED IN I. MINIMUM COMPRESSIVE STRENGTH: 4000 P51 AT 28 DAYS. THEIR CAPACITY TO PERFORM IN THE MANNER INDICATED INCLUDING ENERGY OVERSIZED ENVELOPE,OVERSIZED DRAWINGS ACCORDION FOLDED. INCLUDE UNDAMAGED PLYWOOD OR OTHER PANEL-TYPE MATERIALS ACCEPTABLE TO THE ACCORDANCE WITH THE INFORMATION ON THE DRAWINGS.PROTECTIVE CONCRETE 2. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.45. PERFORMANCE OR THAT WOULD RESULT IN INCREASED MAINTENANCE,OR TYPEWRITTEN INDEX AND TABBED DIVIDERS BETWEEN CATEGORIES. OWNER/OWNER'S REPRESENTATIVE,TO PROVIDE CONTINUOUS,STRAIGHT,SMOOTH COVER SHALL BE AS REQUIRED IN ASNI/ACI 318.REINFORCEMENT SHALL BE SECURED 3. SLUMP LIMIT: 8 INCHES FOR CONCR'_TE WITH VERIFIED SLUMP OF 2 TO 4 INCHES DECREASED OPERATIONAL LIFE OR DECREASED SAFETY. C.EXTRA STOCK TURN OVER EXTRA STOCK SPECIFIED IN TECHNICAL SECTIONS TO AS-CAST SURFACES.FURNISH IN SIZES TO ACCOMMODATE THE WORK UNDER THIS AGAINST DISPLACEMENT BY USING ANNEALED IRON WIRE TIES OR SUITABLE CLIPS AT BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR PLASTICIZING 2. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH WORK EXPOSED ON THE TENANTS REPRESENTATIVE STORE WHERE DIRECTED. CONTRACT. INTERSECTION,AND SHALL BE SUPPORTED BY CONCRETE OR METAL SUPPORTS, ADMIXTURE, PLUS OR MINUS I INCH. BUILDINGS EXTERIOR OR IN ITS OCCUPIED SPACES, IN A MANNER THAT WOULD, IN D.THE FOLLOWING WORK CONSTITUTES SUBSTANTIAL COMPLETION. E.PROVIDE FORM MATERIAL WITH SUFFICIENT THICKNESS TO WITHSTAND THE PRESSURE SPACERS,OR METAL HANGERS. 4. AIR CONTENT: 6 PERCENT,PLUS OR MINUS 1.5 PERCENT AT POINT OF DELIVERY. THE ARCHITECTS, ENGINEERS OPINION,RESULT IN LESSENING THE BUILDINGS I. ALL CONSTRUCTION TO BE COMPLETE,READY FOR USE FOR WHICH THE OF NEWLY PLACED CONCRETE WITHOUT EXCESSIVE AND OBJECTIONABLE BOW OR G.CONCRETE SHALL BE PROTECTED AGAINST LOSS OF MOISTURE,RAPID TEMPERATURE D.DO NOT ALLOW AIR CONENT OF TROWELED FINISHED FLOORS TO EXCEED 3 AESTHETIC QUALITIES. DO NOT CUT AND PATCHWORK IN A MANNER THAT WOULD PROJECT IS INTENDED. DEFLECTION.MAXIMUM ALLOWABLE BOW OR DEFLECTION SHALL BE •I/2 INCH. CHANGES,AND MECHANICAL DAMAGE FOR AT LEAST NINETY-SIX (56)HOURS.MOIST PERCENT. RESULT IN SUBSTANTIAL VISUAL EVIDENCE OF CUT AND PATCHWORK REMOVE 2. ALL CLEANING,VACUUMING AND DUSTING COMPLETE.3. ALL DEBRIS, 22 DESIGN OF FORMWORK CURING, WATER='ROOF PAPER,OR WHITE POLYETHYLENE SHEETING MAY BE USED. E.ADMIXTURES: INCLUDE ADMIXTURE TYPES AND QUANTITIES INDICATED IN CONCRETE AND REPLACE WORK JUDGED SY THE TENANT REPRESENTATIVE TO BE CUT AND SCAFFOLDS,LADDERS,TOOLS AND EQUIPMENT REMOVED FROM JOS SITE. A.DESIGN,ERECT,SUPPORT,BRACE,AND MAINTAIN FORMWORK SO THAT IT WILL H.THE CONTRACTOR SHALL CONSTRUCT ANY CAST-IN-PLACE DRAINAGE STRUCTURES MIX DESIGNS ONLY WHEN APPROVED BY ARCHITECT. PATCHED IN A VISUALLY UNSATISFACTORY MANNER 3. MECHANICAL: ALL SYSTEMS IN OPERATING CONDITION,ALL CONTROLS, SAFELY SUPPORT VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED,UNTIL BASES WITH AUTHORITY CLASS AA CONCRETE. I. USE ACCELERATING ADMIXTURES IN COLD WEATHER USE OF ADMIXTURES WILL ' C.SUBMITTALS: DIFFUSERS AND REGISTERS COMPLETE,SYSTEMS BALANCED (BALANCING SUCH LOADS CAN BE SUPPORED BY THE CONCRETE STRUCTURE. I. SPACERS,CHAIRS,BOLSERS,TIES AND OTHER DEVICES SHALL BE PROVIDED FOR NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. DRAWING NAME: I. PROCEDURAL PROPOSAL FOR CUTTING AND PATCHING: WHERE PRIOR REPORT REQUIRED FOR PUNCH LIST INSPECTION)ALL PLUMBING COMPLETE. B.CONSTRUCT FORMWORK SO THAT CONCRETE MEMBERS AND STRUCTURES ARE OF PROPERLY PLACING, SPACING,SUPPORTING AND FASTENING REINFORCEMENT IN 2. DO NOT USE CALCIUM CHLORIDE NOR ADMIXTURES CONTAINING CALCIUM GENERAL Slr'EGIFIGATI01� APPROVAL OF CUTTING AND PATCHING IS REQUIRED,SUBMIT PROPOSED 4. ELECTRICAL: ALL SYSTEMS IN OPERATING CONDITION,COMPLETE WITH TRIM, CORRECT SIZE,SHAPE,ALIGNMENT,ELEVATION,AND POSITION. PLACE. CHLORIDE. PROCEDURES FOR THIS WORK WELL IN ADVANCE OF THE TIME WORK WILL BE ALL LIGHT FIXTURES OPERABLE WITH LAMPS AND LENSES,MAINTENANCE DATA. C.PROVIDE FORMWORK SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF CEMENT PASTE J. STRUCTURES SHALL NOT BE BACKFILLED UNTIL THE CONCRETE HAS ACHIEVED ITS 3. USE SET RETARDING ADMIXTURES DURING HOT WEATHER PERFORMED AND REQUEST APPROVAL TO PROCEED. INCLUDE THE FOLLOWING 5. CERTIFICATE OF OCCUPANCY OBTAINED FROM LOCAL AGENCIES. DURING CONCRETE PLACEMENT.SOLIDLY BUTT JOINTS AND PROVIDE BACKUP INITIAL SET,FORMS ARE REMOVED,AND THE OWNER'S REPRESENTATIVE HAS 4. ADD AIR ENTRAINMENT ADMIXTURE TO CONCRETE MIX FOR WORK EXPOSED TO NOES INFORMATION,AS APPLICABLE, IN SUBMITTAL: DESCRIBE NATURE OF THE WORK 6.LANDLORD APPROVAL TO OPEN FOR BUSINESS. MATERIAL AT JOINTS AS REQUIRED TO PREVENT LEAKAGE AND FINS. INSPECTED THE CONCRETE WORK FREEZING AND THAWING OR DEICING CHEMICALS. AND HOW IT IS TO BE PERFORMED, INDICATING WHY GUTTING AND PATCHING E.DUMPSTER: TG.C. TO LEAVE DUMPSTER AFTER SUBSTANTIAL COMPLETION FOR 23 QUALITY ASSURANCE K THE CONTRACTOR SHALL PERFORM BACKFILLING AND COMPACTION AS SPECIFIED IN 5.FOR CONCRETE EXPOSED TO DEICING CHEMICALS,LIMIT FLY A5H AND p A��� CANNOT BE AVOIDED.DESCRIBE ANTICIPATED RESULTS OF THE WORK IN TERMS RETAIL OPERATIONS TO DISPOSE OF MERCHANDISING TRASH WHEN STOCKING STORE A.DESIGN OF FORMWORK SHALL BE THE CONTRACTOR'S RESPONSIBILITY. SECTION 31 23 Il - TRENCHING. POZZOLANS CONTENT AS REQUIRED SY APPLICABLE CODE. DRA WING NO. OF CHANGES TO EXISTING WORK, INCLUDING STRUCTURAL,OPERATIONAL,AND TAG.SHALL BE RESPONSIBLE FOR ONE (1)DUMP FEE FOR THIS PURPOSE AS WELL B.STANDARDS: COMPLY WITH THE APPLICABLE PROVISIONS OF AGI 341. L. TRENCH BOTTOMS AND SIDES SHALL BE EXCAVATED AND SHAPED TO F. READY MIXED CONCRETE: MIX AND DELIVER CONCRETE IN ACCORDANCE WITH ASTM VISUAL CHANGES AS WELL A5 OTHER SIGNIFICANT ELEMENTS. LIST PRODUCTS AS HAVING DUMPSTER PERMANENTLY REMOVED.SECTION 02060-EXISTING ACCOMMODATE ENCASEMENT OR MANHOLE BASES. C94/C94M. TO BE USED AND FIRMS THAT WILL PERFORM WORK GIVE DATES WHEN WORK IS CONDITIONS SECTION 032000-SITE CONCRETE REINFORCEMENT M.THE CONTRACTOR SHALL CONSTRUCT PIPE ENCASEMENT CONCRETE OF CLASS A PART 3 EXECUTION EXPECTED TO BE PERFORMED. LIST UTILITIES THAT WILL BE DISTURBED OR I. TG.G. IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO PART 1 - GENERAL CONCRETE. 3.1 EXAMINATION OTHERWISE SE AFFECTED BY WORK, INCLUDING THOSE THAT WILL BE VERIFY THE AMOUNT OF WORK THAT WILL BE NECESSARY FOR THE PROJECT TO 1.1 DESCRIPTION OF WORK N.CONCRETE SHALL BE PLACED UTILIZING CARE TO PREVENT DISPLACEMENT OF PIPE A SECTION 01300 - ADMINISTRATIVE REQUIREMENTS: VERIFICATION OF EXISTING RELOCATED AND THOSE THAT WILL BE OUT OF SERVICE TEMPORARILY. SE COMPLETED AS SHOWN ON THE ARCHITECTURAL PLAN. A THE CONTRACTOR SHALL FURNISH ALL LABOR,EQUIPMENT AND APPURTENANCES AND OR FITTINGS.DISPLACED PIPE OR FITTINGS SHALL BE RETURNED TO THE PROPER CONDITIONS BEFORE STARTING WORK c INDICATE HOW LONG UTILITY WILL BE DISRUPTED. WHERE CUTTING AND 2. UTILITIES OF RECORD ARE SHOWN ON THE DRAWINGS IN SO FAR AS POSSIBLE MATERIALS NECESSARY FOR PROVIDING COMPLETE AND IN-PLACE,STEEL REQUIRED LINE AND GRADE IMMEDIATELY. B.VERIFY LINES,LEVELS, AND CENTERS BEFORE PROCEEDING WITH FORMWORK VERIFY PATCHING OF STRUCTURAL WOR. INVOLVES THE ADDITION OF REINFORCEMENT, TO DO 50. HOWEVER,THEY ARE SHOWN FOR CONVENIENCE ONLY AND THE FOR REINFORCEMENT OF CAST-IN-PLACE CONCRETE AS SHOWN ON THE DRAWINGS O.THE CONTRACTOR SHALL INSURE THAT TIE RODS,NUTS,BOLTS AND FLANGES ARE DIMENSIONS AGREE WITH DRAWINGS. SUBMIT DETAILS AND ENGINEERING CALCULATIONS TO SHOW HOW THAT TENANT ASSUMES NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO OR AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. FREE AND CLEAR OF CONCRETE, WHERE APPLICABLE. C.VERIFY REQUIREMENTS FOR CONCRETE COVER OVER REINFORCEMENT. REINFORCEMENT IS INTEGRATED WITH ORIGINAL STRUCTURE TO SATISFY SHOW UTILITY LOCATIONS ON THE DRAWINGS. 12 RELATED SECTIONS P.CONCRETE CURB SHALL BE PADOT CLASS A CONCRETE INSTALLED ON A 4-INCH D.VERIFY REINFORCEMENT AND OTHER ITEMS TO BE CAST INTO CONCRETE ARE 1 REQUIREMENTS.APPROVAL BY THE ARCHITECT/ENGINEER TO PROCEED WITH 3. TG.C. TO VERIFY ELEVATION AND CONDITION OF EXISTING FLOOR SUBSTRATE A.SECTION 03 30 00 - SIE CAST-IN-PLACE CONCRETE COMPACTED BED OF PADOT 2A AGGREGAE.THE CONCRETE CURS SHALL BE ACCURATELY PLACED,POSITIONED SECURELY,AND WILL NOT INTERFERE WITH 4 • CUTTING AND PATCHING WORK DOES NOT WAIVE THE TENANT REPRESENTATIVE AND REPORT TO THE TENANT IN WRITING IF THERE ANY OF THE FOLLOWING 13 SUBMITTALS IS-INCHES IN DEPTH,6-INCHES WIDE AT THE BASE,AND HAVE A 6-INCH REVEAL.THE PLACING CONCRETE. ; RIGHT TO LATER REQUIRE COMPLETE REMOVAL AND REPLACEMENT OF WORK CONDITIONS: A.SUBMIT COMPLETELY DETAILED SHOP DRAWINGS AND SCHEDULES FOR STEEL CONCRETE CURS SHALL HAVE A 1-INCH BATTER OVER THE 6-INCH REVEAL HEIGHT 32 EARTH FORMS ��M�" FOUND TO BE CUT AND PATCHED IN AN UNSATISFACTORY MANNER a. VARIATION OF 1/2" OR MORE OVER ENTIRE FLOOR AREA OF PROJECT. REINFORCING BARS. TO GIVE A TOP WIDTH OF 5-INCHES.THE TOP REAR EDGE OF THE CURB AND TOP A.EARTH FORMS ARE NOT PERMITTED. A. 9 D.MATERIALS b.SLOPES OF I/8" PER 10 FEET OR GREATER IN ANY AREA OF THE PROJECT. B.SUBMIT MILL TEST CERTIFICATES FOR THE CHEMICAL AND PHYSICAL PROPERTIES OF FRONT EDGE SHALL BE FINISHED WITH A V-INCH RADIUS AND �-INCH RADIUS 33 INSTALLATION - FORMWORK l� I. GENERAL: EXCEPT AS OTHERWISE INDICATED,OR AS DIRECED BY THE TENANT c.ROUGH OR UNSTABLE SUBSTRATE SURFACES REQUIRING EXTENSIVE STEEL REINFORCING BARS AND STEEL WELDED WIRE FABRIC. RESPECTIVELY. 'h-INCH EXPANSION JOINT MATERIAL SHALL BE INSTALLED AT THE A.FORMWORK - GENERAL: CTI 'I^ ! r �r,t REPRESENTATIVE,USE MATERIAL FOR CUTTING AND PATCHING THAT ARE REMEDIAL WORK 1.4 REFERENCES INTERFACE OF CURB AND ASPHALT AND BETWEEN CURB AND SIDEWALK INTERFACE I. CONSTRUCT FORMS TO CORRECT SHAPE AND DIMENSIONS,MORTAR-TIGHT, COR:LAND MORGAN TF1 e,1 y cq ARLI GTON,TEXXAS �� Q � SEAL GENERAL NOTES CONSULTANT: BRACED,AND OF SUFFICIENT STRENGTH TO MAINTAIN SHAPE AND POSITION A TOLERANCES: CONSTRUCT FORMWORK TO PRODUCE COMPLETED CONCRETE 4. CONDITION: CAREFULLY CHECK SHOP DRAWINGS,DETAILS,ETC.MAKING LUBRICATE ALL MOVING PARTS WITH GRAPHITE TYPE LUBRICANT,UNLESS DRIED AND SAND SMOOTH,LEVEL WITH SURFACE READY FOR FINISH COAT. UNDER IMPOSED LOADS FROM CONSTRUCTION OPERATIONS. SURFACES WITHIN CONSTRUCTION TOLERANCES SPECIFIED IN ACI 111. ABSOLUTELY SURE THAT ALL PARTS ARE CORRECTLY SIZED AND WILL FIT ON OTHERWISE RECOMMENDED BY MANUFACTURER. REPLACE ALL HARDWARE 3. WOOD-PRODUCTS TO BE STAINED: REMOVE SURFACE CONTAMINATION,DUST AND 2. CAREFULLY VERIFY HORIZONTAL AND VERTICAL POSITIONS OF FORMS.CORRECT THE JOB SUPERVISE PRIMING AND BACK PAINTING,MAKE ABSOLUTELY SURE WHICH CANNOT BE LUBRICATED AND ADJUSTED TO OPERATE FREELY AND GRIT,AFTER STAIN COAT,FILL NAIL HOLES WITH MATCHING COLOR FILLER. MISALIGNED OR MISPLACED FORMS BEFORE PLACING CONCRETE. SECTION 033900-SITE CONCRETE CURING THAT ALL WOOD AND METAL CONCEALED FROM VIEW ARE PROPERLY PRIMED SMOOTHLY. 4.GYPSUM WALLBOARD: 3. COMPLETE WEDGING AND BRACING BEFORE PLACING CONCRETE. PART I - GENERAL AND BACK PAINTED, INCLUDING ALL END GRAIN,ETC. 4.FINAL ADJUSTMENT: a. REMOVE ANY MINOR SUBSEQUENT CONTAMINATION,DUST,AND DIRT. B.ERECT FORMWORK,SHORING,AND BRACING TO ACHIEVE DESIGN REQUIREMENTS, IN 1.1 DESCRIPTION OF WORK 5.FABRICATION: WORK MATERIALS IN ACCORDANCE WITH AWI TOLERANCES AND a. WHENEVER THE HARDWARE INSTALLATION IS MADE MORE THAN ONE (I) b.IF SURFACE DEFECTS APPEAR AFTER PRIME COATING,NOTIFY JOB ACCORDANCE WITH REQUIREMENTS OF ACI 318. A.THE CONTRACTOR SHALL FURNISH ALL LABOR,EQUIPMENT AND APPURTENANCES, STANDARDS FOR PREMIUM GRADE. FABRICATE IN ACCORDANCE WITH MONTH PRIOR TO ACCEPTANCE OF THE WORK,MAKE FINAL ADJUSTMENT SUPERINTENDENT AND ARCHITECT AND WILL REQUIRE DEFECTS REPAIRED C.ARRANGE AND ASSEMBLE FORMWORK TO PERMIT DISMANTLING AND STRIPPING.DO AND MATERIALS NECESSARY FOR THE SATISFACTORY CURING OF CAST-IN-PLACE STANDARDS FOR PREMIUM GRADE. FABRICATE IN ACCORDANCE WITH AND CHECK OF HARDWARE DURING THE WEEK IMMEDIATELY PRIOR TO BY AND AT EXPENSE OF DRYWALL TRADE. AFTER DEFECTS ARE NOT DAMAGE CONCRETE DURING STRIPPING.PERMIT REMOVAL OF REMAINING CONCRETE. APPROVED SHOP DRAWINGS ONLY AFTER FIELD VERIFICATION OF DIMENSIONS, ACCEPTANCE,UNLESS OTHERWISE DIRECTED BY THE TENANT,CLEAN AND CORRECTED,PROCEED WITH FINISH PAINTING* AGAIN USE PRIMER OVER PRINCIPAL SHORES. 1.2 RELATED SECTIONS PROVIDING AMPLE ALLOWANCE FOR CUTTING AND SCRIBING AT SITE. ASSEMBLE RE-LUBRICATE OPERATING ITEMS AS NECESSARY TO RESTORE PROPER REPAIRED AREAS. D.OBTAIN ARCHITECT'S APPROVAL BEFORE FRAMING OPENINGS IN STRUCTURAL A.SECTION 03 30 00 - SITE CAST-IN-PLACE CONCRETE ALL WORK AT MILL, IN SO FAR AS PRACTICABLE,DELIVER WORK FOR ERECTION FUNCTIONING AND FINISH OF HARDWARE AND DOORS. MAKE FINAL 5.MECHANICAL AND ELECTRICAL WORK: PREPARE METAL SURFACES AS MEMBERS THAT ARE NOT INDICATED ON DRAWINGS. 1.3 SUBMITTALS WITH ALL SURFACES REFINISHED IN SHOP. FINISHING OTHER THAN TOUCH-UP WILL ADJUSTMENT OF LOCK SETS AND CLOSURES TO COMPENSATE FOR SPECIFIED HEREIN ABOVE FOR MISCELLANEOUS STEEL AND IRON AS 3.4 APPLICATION - FORM RELEASE AGENT A.PRIOR TO ALL WORK UNDER THIS SECTION,FURNISH THE FOLLOWING INFORMATION: NOT BE ALLOWED ON THE JOB. OPERATION OF HEATING AND VENTILATING SYSTEMS UNDER THE APPLICABLE TO TYPE OF MATERIAL SCHEDULED TO BE PAINTED. REMOVE A.APPLY FORM RELEASE AGENT ON FORMWORK N ACCORDANCE WITH I. THE METHODS TO BE USED FOR CONCRETE CURING AND PROTECTION DURING 6.SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED IN TRIPLICATE TO SUPERVISION OF MANUFACTURERS REPRESENTATIVE. DIRT,GREASE,AND OIL FROM CANVAS AND COTTON INSULATION COVERING. MANUFACTURER'S RECOMMENDATIONS. HOT AND COLD WEATHER. TENANT FOR APPROVAL PRIOR TO FABRICATION THE FOLLOWING ITEMS: b.VERIFY WORKING CONDITION OF EXISTING HARDWARE. J. PREPARATION: EXISTING WORK B.APPLY PRIOR TO PLACEMENT OF REINFORCING STEEL,ANCHORING DEVICES,AND 1.4 REFERENCES a. DISPLAY FIXTURES(FREE STANDING UNITS). 5.BUMPERS: PROVIDE AND INSTALL HINGE PIN BUMPERS FOR EACH DOOR: SEE I. CLEAN TO EXTENT REQUIRED,AND/OR REMOVE EXISTING COATINGS. EMBEDDED ITEMS. A.AASHTO MI82: BURLAP CLOTH MADE FROM JUTE OR KENAF b.WALL FIXTURES DOOR HARDWARE SCHEDULE. 2. WOOD PRODUCTS TO BE PAINTED: THICK AND SHARP EDGES OF PAINT BUILD- C.REUSE AND COATING OF FORMS: THOROUGHLY CLEAN FORMS AND REAPPLY FORM B.ACI 3058: HOT WEATHER CURING C.CASH/WRAP BACK COUNTER SHOP DRAWINGS SHALL SHOW FULL SIZE UPS,RUNS,AND SAGS SHALL BE SANDED SMOOTH (FEATHERED EDGE),REPAIR COATING BEFORE EACH REUSE.FOR EXPOSED WORK,DO NOT REUSE FORMS WITH C.ACI 306R: COLD WEATHER CURING DETAILS OF TYPICAL TRIM,AND SHALL CLEARLY INDICATE EACH AND AND SAND SMOOTH ALL SURFACE DEFECTS, INCLUDING UNSET/RESET NAILS, DAMAGED FACES OR EDGES.APPLY FORM COATING TO FORMS IN ACCORDANCE D.ACI 308.1: STANDARD PRACTICE FOR CURING CONCRETE EVERY METHOD OF JOINING REQUIRED FOR COMPLETE FABRICATION. SECTION 09110 - LIGHT GAUGE METAL FRAMING CRACKS AND GOUGES. WITH MANUFACTURER'S SPECIFICATIONS.DO NOT COAT FORMS FOR CONCRETE PART 2 - PRODUCTS A.CODES AND STANDARDS 3. GYPSUM WALLBOARD: FILL,SAND SMOOTH ALL SURFACE DEFECTS,SAND INDICATED TO RECEIVE "SCORED FINISH".APPLY FORM COATINGS BEFORE PLACING 2.1 MATERIALS I. ASTM C154 INSTALLATION OF STEEL FRAMING MEMBERS TO RECEIVE SCREW GLASSY SURFACES PRIOR TO APPLICATION OF PAINT. REINFORCING STEEL. A.USE BURLAP-BACKED WHITE POLYETHYLENE SHEETING OR A DOUBLE THICKNESS OF SECTION 01250-FIREPROOFING ATTACHED GYPSUM WALLBOARD. 4. EXPOSED CONCRETE FLOOR SHALL BE CLEAN AND DRY,AND PREPARED IN 3.5 INSERTS,EMBEDDED PARTS,AND OPENINGS BURLAP. WHERE STRUCTURAL MEMBERS DO NOT HAVE A FIRE RESISTANCE RATING AS REQUIRED BY 2. ASTM C-645,SPECIFICATION FOR NON-LOAD (AXIAL)BEARING STEEL STUDS, ACCORDANCE WITH PAINT MANUFACTURERS REQUIREMENT. A LOCATE AND SET IN PLACE ITEMS REQUIRED TO BE CAST DIRECTLY INTO CONCRETE. B.PROVIDE BURLAP CLOTH MADE FROM JUTE OR KENAF WEIGHING APPROXIMATELY 9 CODE,LANDLORD,OR INSURANCE REQUIREMENTS PROVIDE A UL.APPROVED FIREPROOFING RUNNERS(TRACK)AND RIGID FURRING CHANNELS FOR SCREW APPLICATION FOR K.APPLICATION: B.COORDINATE WITH WORK OF OTHER SECTIONS IN FORMING AND PLACING OPENINGS, OUNCES PER SQUARE YARD AND CONFORMING TO AASHTO MI82. MATERIAL OR SYSTEM INSTALLED IN ACCORDANCE WITH A UL,DESIGN LISTED ASSEMBLY. GYPSUM BOARD. I. APPLY PAINT OR FINISH BY METHODS GENERALLY ACCEPTED BY THE TRADE ARCHITECT: SLOTS, REGLETS,RECESSES,SLEEVES,BOLTS,ANCHORS,OTHER INSERTS,AND C.FOR AREAS WHICH ARE DIFFICULT TO CURE USING THE TYPE OF COVER SELECTED, B.MATERIALS: TO ACHIEVE APPROVED FINISHES. COMPONENTS OF OTHER WORK OTHER TYPES OF COVER ACCEPTABLE TO THE OWNER/OWNER'S REPRESENTATIVE SECTION 01210-FIRESTOPPING I. STEEL STUDS,RUNNERS,AND CHANNELS: CONFORM TO ASTMC-645. 2. COMPLY WITH RECOMMENDATIONS OF PRODUCT MANUFACTURER FOR DRYING C.INSTALL ACCESSORIES STRAIGHT,LEVEL,AND PLUMB.ENSURE ITEMS ARE NOT WILL BE PERMITTED. WHERE PENETRATIONS OCCUR IN A RATED FIRE RESISTANT ASSEMBLY, INSTALL FIRE 2. GAUGES: AS INDICATED ON DRAWINGS PER STUD SCHEDULE FOR HEIGHT AND TIME BETWEEN SUCCEEDING COATS. DISTURBED DURING CONCRETE PLACEMENT. 22 QUALITY ASSURANCE STOPPING IN A MANNER THAT MAINTAINS THE REQUIRED FIRE SEPARATION. USE FIRE STOP LOADING REQUIREMENTS. STOREFRONT SOFFIT AND BRACING AS INDICATED. 3. VARY COLOR OF SUCCESSIVE UNDERCOATS. D.FORM TIES: A.STANDARDS SYSTEM AS MANUFACTURED BY UNITED STATES GYPSUM OR APPROVED EQUAL. 3. ACCESSORIES: AS INDICATED AND AS RECOMMENDED BY REFERENCE 4. SAND AND DUST BETWEEN EACH COAT TO REMOVE DEFECTS VISIBLE FROM A I. USE SUFFICIENT STRENGTH AND SUFFICIENT QUANTITY TO PREVENT SPREADING OF I. COMPLY WITH STANDARDS SPECIFIED IN THIS SECTION. STANDARD AND MANUFACTURER. DISTANCE OF 5 FEET. - FORMS. 2. IN CASE OF CONFLICT BETWEEN THE REFERENCED STANDARDS,THE MORE SECTION 01900-JOINT SEALANT C.INSTALLATION INSTALL IN ACCORDANCE WITH ASTM 0154 AND MANUFACTURERS 5. T.G.C.SHALL PAINT WALL SURFACES INDICATED ON PLANS USING A MINIMUM OF 2. PLACE TIES AT LEAST I INCH 25.4 MM AWAY FROM FINISHED SURFACE OF STRINGENT REQUIREMENTS WILL GOVERN. A.SEAL INTERIOR AND EXTERIOR: RECOMMENDATIONS. TWO (2)COATS OF PAINT AND PRIMING WHERE REQUIRED. C IIV CONCRETE. I. JOINT BETWEEN GYPSUM WALL BOARD AND ALL OF THE FOLLOWING TRIM* 6.ALL PAINT WORK SHALL BE FIRST QUALITY WITH NO DEFECTS. 3. LEAVE INNER RODS IN CONCRETE WHEN FORMS ARE STRIPPED. SECTION 05400-COLD FORMED METAL FRAMING BASE,FRAMES WINDOW,DOOR,MIRRORS,BARS: SEALANT "A" 1. DRYWALL PAINT SHOULD BE APPLIED BY ROLLER. PAINT APPLIED TO WOOD 4.SPACE FORM TIES EQUIDISTANT,SYMMETRICAL AND ALIGNED VERTICALLY AND SEE ALSO SECTION 09110 2. PLUMBING FIXTURE WALL/FLOOR INTERFACE: SEALANT "B" 3, HORIZONTAL SECTION 09250-GYPSUM WALLBOARD SHALL BE BRUSHED ON. HORIZONTALLY UNLESS OTHERWISE SHOWN ON DRAWINGS. A.DESIGN FOR METAL FRAMING SYSTEM IS BASED UPON PHYSICAL AND STRUCTURAL FLOOR DECK JOINTS: SEALANT "C" 4. AS INDICATED. A.CODES AND STANDARDS: S. SEAL ALL GYPSUM WALL BOARD TO RECEIVE WALL COVERINGS WALL CORTLAND E.ARRANGEMENT: ARRANGE FORMWORK TO ALLOW PROPER ERECTION SEQUENCE AND PROPERTIES FOR MEMBERS AS PUBLISHED BY UNITED STATES GYPSUM T .C. IS TO B.BACK-UP MATERIAL: FIBERGLASS,POLYURETHANE FOAM,OR POLYETHYLENE FOAM, GYPSUM ASSOCIATION,GA-215,RECOMMENDED SPECIFICATIONS FOR APPLICATION COVERINGS TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S l� �+ TO PERMIT FORM REMOVAL WITHOUT DAMAGE TO CONCRETE. PROVIDE AND INSTALL METAL STUD FRAMING OF DEPTH AND GAUGE AS INDICATED IN AS RECOMMENDED BY SEALANT MANUFACTURER. 1111 AND FINISHING OF GYPSUM BOARD. ASTM C-36. SPECIFICATION FOR GYPSUM WALL SPECIFICATIONS. O R G A N F. CONSTRUCTION JOINTS: THE DRAWINGS. IF GAUGES OF VERTICAL MEMBERS ARE NOT SPECIFIED,PROVIDE C.MATERIALS: BOARD. L.FINISH SCHEDULE: SEE DRAWINGS: CEILINGS TO BE FLAT, WALLS TO BE EGGSHELL I. INSTALL SURFACED POURING STRIP WHERE CONSTRUCTION JOINTS INTERSECT MEMBERS IN ACCORDANCE WITH STUD SCHEDULE ON THE DRAWINGS OR AS I. SEALANT "A" PAINTABLE GENERAL PURPOSE GE ALL PURPOSE ACRYLIC LATEX B.MATERIALS: FINISH DOORS 4 TRIM TO BE SEMI GLOSS FINISH,UN.O. IF PAINTING CONTRACTOR ARCHITECT EXPOSED SURFACES TO PROVIDE STRAIGHT LINE AT JOINTS. PUBLISHED BY U.S.G. IF LOADING CONDITIONS ARE UNUSUAL OR DIFFERENT FROM SEALANT OF GE SILICONE 2 WITH OIL BASED PRIMER, INSTALL OR PRIME PER ALL GYPSUM WALL BOARD TO BE SUPPLIED BY AMERICAN COMPANIES AND CONSIDERS ANY SURFACE UNSUITABLE FOR PROPER FINISH OF HIS WORK,HE SHALL 2. JUST PRIOR TO SUBSEQUENT CONCRETE PLACEMENT,REMOVE STRIP AND THOSE INDICATED ON THE DRAWINGS. CONTACT THE TENANTS REPRESENTATIVE FOR MANUFACTURERS GUIDELINES. DOMESTICALLY MANUFACTURED - G.C.TO SUBMIT TO ARCHITECT AND LANDLORD, NOTIFY TENANT AND NOT APPLY ANY MATERIAL UNTIL SITUATION IS RESOLVED. TIGHTEN FORMS TO CONCEAL SHRINKAGE. RESOLUTION. 2. SEALANT "B" SILICONE RUBBER,MILDEW RESISTANT,CONFORMING TO ASTM 0920. PROOF OF GWB COMPANY 4 MANUFACTURED LOCATION. CONFORMING TO ASTM C-36, 3. SHOW NO OVERLAPPING OF CONSTRUCTION JOINTS.CONSTRUCT JOINTS TO APPROVED: GE 1100 SANITARY SEALANT. AND DELIVERED TO THE JOB SITE WITH END TAPERS BEARING UNDERWRITERS SECTION 10400-STOREFRONT SIGNS/LOGOS PRESENT SAME APPEARANCE AS BUTTED PLYWOOD JOINTS. SECTION 6100-ROUGH CARPENTRY 3. SEALANT "C"-POLYURETHANE,ONE COMPONENT,CONFORMING TO FED SPEC LABORATORIES LABEL, WITH THE CORRECT DESIGN NUMBER FOR THESE DRAWINGS SEE DRAWINGS FOR DETAILS 4 SPECIFIC INFORMATION. 4. ARRANGE JOINTS IN CONTINUOUS LINE STRAIGHT,TRUE AND SHARP. PART I-GENERAL REFERENCES TT-S-00-230C. TYPE I,CLASS A,AND ASTM C920. APPROVED: MAMECOS AND SPECIFICATION UNLESS SHOWN DIFFERENTLY ON PLANS. WATER RESISTANT 711 N. FIELDER RD. G.EMBEDDED ITEMS: I. STANDARDS VULKEN 45 BOARD,5/8 THICK,TAPED EDGES,ASTM C-630. SECTION 10520-FIREFIGHTING EQUIPMENT ARLINGTON, TX 7601 Z I. MAKE PROVISIONS FOR PIPES,SLEEVES,ANCHORS, INSERTS,REGLETS,ANCHOR A.REFERENCE STANDARDS: COMPLY WITH THE REQUIREMENTS OF THE REFERENCE 4. SEALANT "E"NON HARDENING,HIGHLY ELASTIC, WATER-BASED SEALANT I. SCREWS: TYPE 5,BUGLE HEAD,LENGTH AS REQUIRED CONFORMING TO ASTM A.GENERAL: GENERAL CONTRACTOR TO VERIFY WITH LOCAL FIRE MARSHALL THE SLOTS,MAILERS, WATERSTOPS,AND OTHER FEATURES. STANDARD NOTED HEREIN,EXCEPT WHERE INTERRUPTIONS TO EXISTING UTILITIES,AS MEETING ASTM 0551 AND COMPLYING WITH ASTM 0919 APPROVED USG 0-646. NUMBER OF FIRE EXTINGUISHERS REQ'D AT JOB SITE AND PROVIDE AND INSTALL PH: 817 635-5696 2. DO NOT EMBED WOOD OR UNCOATED ALUMINUM IN CONCRETE. ACCEPTABLE TO GOVERNING AUTHORITIES.MORE STRINGENT REQUIREMENTS ARE ACOUSTICAL SEALANT. 2. TREATMENT MATERIALS: JOINT TYPE AND COMPOUND AS RECOMMENDED BY MOUNTING HARDWARE AND EXTINGUISHERS. 3. OBTAIN INSTALLATION AND SETTING INFORMATION FOR EMBEDDED ITEMS DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. 5.COLOR TO APPROXIMATE ADJACENT SURFACES,UNLESS DIRECTED OR WALLBOARD MANUFACTURER CONFORMING TO ASTM C-414-5. B.MANUFACTURER AS MANUFACTURED BY J.I. INDUSTRIES OR ARCHITECT APPROVED FAX: (817) 635-5699 FURNISHED UNDER OTHER SPECIFICATION SECTIONS. I. ADA-AMERICANS WITH DISABILITY ACTS 1990 INDICATED OTHERWISE. 3. CORNER BEADS,METAL TRIM,AND OTHER ACCESSORIES SHALL BE GALVANIZED EQUAL. 4. SECURELY ANCHOR EMBEDDED ITEMS IN CORRECT LOCATION AND ALIGNMENT 2. DHI-DOOR AND HARDWARE INSTITUTE 3. NFPA-NATIONAL DESIGN SPECIFICATION STEEL. C.MATERIALS These drawings are instruments of the Architect's service and are the PRIOR TO PLACING CONCRETE. OF WOOD CONSTRUCTION SECTION 08210-FLUSH DOORS 4.USE 5/5" TYPE "X"TILE BACKER BOARD (USG DUROCK OR APPROVED EQUAL) I. FIRE EXTINGUISHER(5)TO BE COSMIC 5E. property of the Architect.They shall not be reproduced or used in any way, 5. VERIFY CONDUITS AND PIPES, INCLUDING THOSE MADE OF COATED ALUMINUM, B.REGULATORY REQUIREMENTS: PART I-GENERAL AS A SUBSTRATE FOR TILE TO BE APPLIED TO VERTICAL SURFACES UNLESS 2. WALL BRACKET (S)TO BE MODEL NO.MB818 whatsoever,without the written permission of the Architect.©2017 MEET REQUIREMENTS OF ACI 318,SECTION 63. I, CONFORM TO APPLICABLE CODE FOR COMBUSTIBILITY REQUIREMENTS OF I. REFERENCES OTHERWISE INDICATED. D.INSTALLATION AS DIRECTED BY LOCAL FIRE MARSHALL OR CODE. H.SCREEDS: MATERIALS. A.REFERENCES STANDARDS: COMPLY WITH THE REQUIREMENTS OF THE REFERENCE 5. VERIFY THAT THE EXISTING WALL SURFACE IS SMOOTH AND SUITABLE AS A I. SET SCREEDS AND ESTABLISH LEVELS FOR TOPS OF CONCRETE SLABS AND 2. CONFORM TO ADA CODE FOR APPLICABLE COMPONENTS. STANDARDS NOTED HEREIN,EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SUBSTRATE FOR THE FINISHES)LISTED ON THE FINISH SCHEDULE. LEVELS FOR FINISH ON SLABS. II, QUALITY ASSURANCE DESCRIBED HEREIN OR OTHERWISE REQUIRED BY THE CONTRACT DOCUMENTS. C.INSTALLATION: SECTION 12000-FURNISHINGS 2. SLOPE SLABS TO DRAIN WHERE REQUIRED OR AS SHOWN ON DRAWINGS. A.QUALIFICATIONS: I. ASTM E152-METHODS OF FIRE TESTS OF DOOR ASSEMBLIES. I. INSTALL AND FINISH ACCORDING TO GA-2I6 AND WALL BOARD MANUFACTURERS A.G.C.TO COORDINATE RECEIVAL 4 TRANSPORTATION THRU BUILDING TO STORE 3. BEFORE DEPOSITING CONCRETE,REMOVE DEBRIS FROM SPACE TO BE I. MANUFACTURER QUALIFICATION: MANUFACTURER OF ALL FABRICATED PRODUCTS 2. NEPA 80- FIRE DOORS AND WINDOWS RECOMMENDATION'S WHERE A ONE HOUR FIRE RATING IS REQUIRED. LOCATIONS,ALL TENANT SUPPLIED ITEMS.G.G.TO INSPECT ALL ITEMS FOR DAMAGE OCCUPIED BY CONCRETE AND THOROUGHLY WET FORMS.REMOVE SHALL HAVE NOT LESS THAN FIVE (5)YEARS EXPERIENCE IN TYPE 3. NFPA 252-STANDARD METHOD OF FIRE TESTS FOR DOOR ASSEMBLIES. 2. INSTALL WATER RESISTANT GYPSUM WALLBOARD IN HIGH-MOISTURE AREAS UPON RECEIVAL 4 REPORT BACK TO TENANT. FREESTANDING WATER. MANUFACTURING/FABRICATION OF THE TYPE OF PRODUCTS SPECIFIED. 4. UL 10B-FIRE TESTS OF DOOR ASSEMBLIES. SUCH AS TOILET ROOMS. B.ALL FLOOR FIXTURES AND CASH WRAPS ARE TO BE SET IN PLACE BY THE GENERAL I. SCREED SUPPORTS: 2. INSTALLER QUALIFICATION: INSTALLER SHALL HAVE NOT LESS THAN THREE (3) 5. WARNOCK-HERSHEY-CERTICATION LISTINGS FOR FIRE DOORS. 3,GYPSUM WALL BOARD INSTALLED ON METAL STUDS TO BE FASTENED WITH CONTRACTOR WALL DISPLAY DIVIDERS 4 UNITS TO BE ASSEMBLED 1 INSTALLED BY I. FOR CONCRETE OVER WATERPROOF MEMBRANES AND VAPOR BARRIER YEARS OF DOCUMENTED EXPERIENCE IN THE INSTALLATION OF THE TYPE OF II. QUALITY ASSURANCE POWER DRIVE,SELF-TAPPING DRYWALL SCREWS,ONE INCH OR LONGER IF T.G.C. MEMBRANES,USE CRADLE,PAD OR BASE TYPE SCREED SUPPORTS WHICH WILL PRODUCTS SPECIFIED. A CONSTRUCTION STANDARDS PART 2 - NOT USED PART 3-EXECUTION I. INSTALLATION REQUIRED. C.INSTALL FIXTURES PLUMB AND LEVEL. ATTACH FIXTURES TO WALL WITH CONCEALED NOT PUNCTURE MEMBRANE. 3. PROVIDE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE TRAINED AND B.INSTALL DOORS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTION. 4. BOARDS OF A MAXIMUM PRACTICABLE LENGTH SHALL BE USED SO THAT AN FASTENERS. ATTACH TO METAL STUDS WHERE POSSIBLE. 2. STAKING THROUGH MEMBRANE IS NOT TO BE PERMITTED. EXPERIENCED IN THE INSTALLATION METHODS AND MATERIALS SPECIFIED C.TRIM NON-RATED DOOR WIDTH BY CUTTING EQUALLY ON BOTH JAMB EDGES. ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. WALLBOARD JOINTS AT D.KEEP FIXTURES PROTECTED UNTIL CONSTRUCTION HAS BEEN COMPLETED IF 3.6 REINFORCEMENT PLACEMENT HEREIN OR REQUIRED BY THE WORK D.TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF 3/4 INCH. TRIM OPENING SHALL BE LOCATED 50 THAT NO END JOINT WILL ALIGN WITH EDGES PROBLEMS ARE EXPERIENCED IN THE PLACEMENT OF FIXTURES* CONTACT THE A PLACE,SUPPORT AND SECURE REINFORCEMENT AGAINST DISPLACEMENT.DO NOT B.WARRANTY: ALL PRODUCTS SHALL BE WARRANTED FOR A MINIMUM PERIOD OF TWO FIRE DOOR HEIGHT AT BOTTOM EDGE ONLY, IN ACCORDANCE WITH FIRE RATING OF THE OPENING. SCREWS SHALL BE LOCATED I/8 MINIMUM TO I/2 MAXIMUM OF TENANT TO RESOLVE THE MANNER IN WHICH THE SITUATION IS TO BE CORRECTED. DEVIATE FROM REQUIRED POSITION. (2)YEARS. IMPERFECT MATERIALS AND WORKMANSHIP SHALL BE REPLACED AT NOT REQUIREMENT. EIGHT (5)INCHES O.C.ON WALLS. GYPSUM WALL BOARD ON PARTITIONS AND REPAIR ANY DAMAGE TO FIXTURES BEFORE CONSTRUCTION IS COMPLETE. B.DO NOT DISPLACE OR DAMAGE VAPOR RETARDER COST TO THE OWNER/LANDLORD 4 TENANT. E.PILOT DRILL SCREW AND BOLT HOLES. CONSTRUCTION EXTENDING TO THE STRUCTURE ABOVE SHALL BE CUT TO FIT THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS C.CONFORM TO APPLICABLE CODE FOR CONCRETE COVER OVER REINFORCEMENT. III.DELIVERY STORAGE AND HANDLING F. MACHINE CUT FOR HARDWARE. GORE FOR HAND SETS AND CYLINDERS. TIGHTLY AROUND DECK FLUTING,STRUCTURAL MEMBERS AND OTHER ADDITIONAL SPECIFICATIONS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO 0.BOND AND GROUND REINFORCEMENT AS INDICATED ON DRAWINGS. A.DO NOT DELIVER SWOP FABRICATED CARPENTRY ITEMS UNTIL SITE CONDITIONS ARE G.INSTALL GLASS AND GLAZING. PROTRUSIONS CROSSING THE PLANE OF THE WALL BOARD. REFER TO INVITATION TO BID FORM 4 DRAWINGS FOR ADDITIONAL SPECIFICATIONS AND SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR 3.1 PLACING CONCRETE ADEQUATE TO RECEIVE THE WORK. H.COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES SPECIFIED IN 5.JOINT COMPOUND SHALL BE MIXED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH - A.PLACE CONCRETE IN ACCORDANCE WITH ACI 318. B.STORAGE AND PROTECTION: STORE MATERIALS AND PRODUCTS INDOORS AND SECTION 05111 AND HARDWARE SPECIFIED IN SECTION 08110. PRINTED INSTRUCTIONS CONTAINED ON THE PACKAGE. MEASUREMENTS DO NOT APPEAR CORRECT,APD UP PROPERLY B.NOTIFY ARCHITECT MINIMUM 24 HOURS PRIOR TO COMMENCEMENT OF OPERATIONS, PROTECTED FROM EXPOSURE TO MOISTURE AND PHYSICAL ABUSE. REMOVE I. ADJUST DOOR FOR SMOOTH AND BALANCED DOOR MOVEMENT. 6.TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS APPROXIMATELY OR SCALE CORRECTLY TO THE INDICATED SIZE. C.ENSURE REINFORCEMENT, INSERTS,EMBEDDED PARTS,FORMED EXPANSION AND DAMAGED MATERIALS AND REPLACE AT NO ADDITIONAL COST TO THE III.INSTALLATION TOLERANCES FOUR(4)INCHES WIDE. THIS IS TO BE IN THREE (3)COST PROCESS,ALLOWING CONTRACTION JOINTS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. OWNER/LANDLORD 4 TENANT. A.MAXIMUM DIAGONAL DISTORTION(WARP): I/8 INCH MEASURED WITH STRAIGHT EDGE 24 HOURS DRYING BETWEEN COATS. ALL NAILS,SCREWS HEADS OR DIMPLES D.INSTALL VAPOR RETARDER UNDER INTERIOR SLABS ON GRADE.LAP JOINTS MINIMUM PART 2-PRODUCTS OR TAUGHT STRING,CORNER TO CORNER,OVER AN IMAGINARY 36X84 INCH SURFACE SHALL ALSO RECEIVE A THREE (3)COAT FINISH USING THE SAME MANNER.JOINTS 6 INCHES(150 MM)AND SEAL WATERTIGHT BY TAPING EDGES AND ENDS. I. ROUGH CARPENTRY MATERIALS AREA. TO BE SANDED SMOOTH. DATE: ISSUE E.REPAIR VAPOR BARRIER DAMAGED DURING PLACEMENT OF CONCRETE A NAILS,SPIKES,AND STAPLES GALVANIZED FOR EXTERIOR LOCATION,HIGH HUMIDITY B.MAXIMUM VERTICAL DISTORTION (BOW.): I/8 INCH MEASURED WITH STRAIGHT EDGE OF 1. ALL INSIDE CORNERS SHALL BE COATED WITH AT LEAST TWO(2)COATS OF REINFORCING.REPAIR WITH VAPOR BARRIER MATERIAL* LAP OVER DAMAGED LOCATIONS AND TREATED WORK/PLAIN FINISH FOR OTHER INTERIOR LOCATIONS, TAUGHT STRING,TOP TO BOTTOM,OVER AN IMAGINARY 36X54 INCH SURFACE AREA. JOINT COMPOUND WITH THE EDGES FEATHERED OUT. AREAS MINIMUM 6 INCHES (150 MM)AND SEAL WATERTIGHT. SIZE AND TYPE TO SUIT APPLICATION. C.MAXIMUM WIDTH DISTORTION (CUP)I/8 INCH MEASURED WITH A STRAIGHT EDGE OR 8.FLANGES OF CORNER BEADS AND TRIM SHALL BE CONCEALED BY AT LEAST 04/24/17 TIMI 90% REVIEW SET F. SEPARATE SLABS ON GRADE FROM VERTICAL SURFACES WITH JOINT FILLER B.BOLTS,NUTS, WASHERS,LAGS,PINS AND SCREWS: MEDIUM CARBON STEEL: SIZED 70 TAUT STRING,EDGE TO EDGE,OVER AN IMAGINARY 36 X 64 INCH SURFACE AREA TWO(2)COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY 9 INCHES G.PLACE JOINT FILLER IN FLOOR SLAB PATTERN PLACEMENT SEQUENCE.SET TOP TO SUITE APPLICATION,PLAIN FINISH. IV.GUARANTEE: MANUFACTURER SHALL FURNISH STANDARD TWO(2)YEAR GUARANTEE ON BOTH SIDES OF THE EXPOSED METAL NOSE. REQUIRED ELEVATIONS.SECURE TO RESIST MOVEMENT BY WET CONCRETE. C.FASTENERS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY, AGAINST WARPING,TWISTING OR DEFECTS, INCLUDE ALLOWANCE FOR REHANDLING 9. ALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTH AND READY FOR 04/26/17 LANDLORD SET H.EXTEND JOINT FILLER FROM BOTTOM OF SLAB TO WITHIN 1/2 INCH (13 6 3 MM)OF EXPANSION SHIELD AND LAG BOLT TYPE FOR ANCHORAGE TO SOLID MASONRY OR AND REFINISHING. WALL FINISH. FINISHED SLAB SURFACE.CONFORM TO SECTION 01900 FOR FINISH JOINT SEALER CONCRETE BOLTS OR POWER ACTIVATED TYPE FOR ANCHORAGE TO STEEL. REQUIREMENTS. D.DOUGLAS FIR OR SPRUCE,S45,STANDARD OR BETTER GRADE CONTAINING NOT LESS SECTION 08305-ACCESS DOORS SECTION 09650-FLOORING I. INSTALL CONSTRUCTION JOINT DEVICES IN COORDINATION WITH FLOOR SLAB THAN 10% CONSTRUCTION GRADE WCLIB STANDARD GRADING AND DRESSING RULE APPROVED MANUFACTURER PER STATION CRITERIA. USE 12 X 12 MINIMUM IF NO SIZE IS A.EXTRA STOCK: 05/02/17 REVISION 1 - PERMIT SET PATTERN PLACEMENT SEQUENCE.SET TOP TO REQUIRED ELEVATIONS.SECURE TO '15 LUMBER TO BEAR STAMPS. INDICATED. HINGES SHALL BE CONCEALED SPRING TYPE,OPENING TO 115 DEGREES. I. BASE, 12 LINEAR FEET OF EACH BASE COLOR AND STYLE. RESIST MOVEMENT BY WET CONCRETE. E.PLYWOOD INT DFPA-BS (PLYSCORD)-CD AS DETAILED. LOCKS SHALL BE FLUSH SCREW DRIVER OPERATED, WITH METAL CAM. PROVIDE RATED B.MATERIAL: J. INSTALL JOINT DEVICE ANCHORS.MAINTAIN CORRECT POSITION TO ALLOW JOINT ALSO REFER TO: BID FORM DOCUMENTS FOR REMAINING 4 ADDITIONAL GENERAL DOOR WHERE REQUIRED.COORDINATE ACCESS HOLES 4 LOCATIONS REQUIRED WITH I. FLOORING AND BASE SUPPLIED BY G.C.AS INDICATED IN FINISH SCHEDULE ON COVER TO BE FLUSH WITH FLOOR AND WALL FINISH. CONDITION REQUIREMENTS. STATION/ENGINEERING REPRESENTATIVES FOR BASE BUILDING MECHANICAL,ELECTRICAL 4 DRAWINGS. K APPLY SEALANTS IN JOINT DEVICES IN ACCORDANCE WITH SECTION 01900. II. WOOD TREATMENT SPRINKLER MAIN ACCESS. 2. RESILIENT EDGE STRIPS: HOMOGENEOUS VINYL OR RUBBER,COMPOSITION L.MAINTAIN RECORDS OF CONCRETE PLACEMENT.RECORD DATE,LOCATION,QUANTITY, A.ALL WOOD USED FOR FRAMING/BLOCKING OR STRUCTURE IS TO BE FIRE -RETARDANT TAPERED OR BULLNOSE EDGE,COLOR TO MATCH FLOORING. AIR TEMPERATURE, AND TEST SAMPLES TAKEN. AND SHALL BE PRESSURE IMPREGNATED TO COMPLY WITH UNDERWRITERS SECTION 08341-STOREFRONT ENCLOSURES 3. ADHESIVES: WATERPROOF,STABILIZED TYPE AS RECOMMENDED BY FLOORING M.PLACE CONCRETE CONTINUOUSLY BETWEEN PREDETERMINED CONTROL,AND LABORATORIES INC.REQUIREMENTS FORA FLAME SPREAD OF 25 OR LESS WITH NO SEE DOOR SCHEDULE ON SHEET ISI FOR ALL DOOR MANUFACTURER SPECIFICATIONS, MANUFACTURER TO SUIT MATERIAL AND SUBSTRATE CONDITIONS. CONSTRUCTION JOINTS. EVIDENCE OF SIGNIFICANT PROGRESSIVE COMBUSTION WHEN TESTED FOR 30 MINUTES HARDWARE AND LOCKING REQUIREMENT. C.INSTALLATION: STRICTLY FOLLOW MANUFACTURERS WRITTEN DIRECTIONS SUITING N. DO NOT INTERRUPT SUCCESSIVE PLACEMENT* DO NOT PERMIT COLD JOINTS TO DURATION UNDER THE STANDARD TEST METHOD FOR FIRE HAZARD CLASSIFICATION CONDITIONS OF INSTALLATION. OCCUR. OF BUILDING MATERIAL (ASTM584)EACH PIECE OF WOOD SHALL BEAR THE U.L. SECTION 08100 - HARDWARE D.FINISHING AND CLEANING: 0.PLACE FLOOR SLABS IN SAW CUT PATTERN INDICATED. LABEL INDICATING COMPLIANCE WITH THE FIRE HAZARD CLASSIFICATION. A.DESCRIPTION OF SYSTEMS: I. PROTECT FLOORS FROM ROLLING LOADS FOR 48 HOURS AFTER INITIAL P.SAW CUT JOINTS WITHIN 12 HOURS AFTER PLACING.USE 3/16 INCH THICK BLADE,CUT B.AFTER TREATMENT,ALL LUMBER THAT IS 2" NOMINAL OR LESS SHALL BE DRIED TO I. WORK INCLUDED: PROVIDE ALL FINISH HARDWARE FOR COMPLETE WORK, IN INSTALLATION. INTO 1/4 DEPTH OF SLAB THICKNESS. AN AVERAGE MOISTURE CONTENT OF 18% (10% FORE FINISH WOOD)ALL OTHER ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS.QUANTITIES LISTED IN ANY 2. INITIAL MAINTENANCE AFTER INSTALLATION: Q.SCREED FLOORS AND SLABS ON GRADE LEVEL,MAINTAINING SURFACE FLATNESS OF LUMBER SHALL BE DRIED TO REMOVE THE MOISTURE INJECTED DURING TREATMENT. INSTANCE ARE FOR THE CONTRACTORS CONVENIENCE ONLY AND ARE NOT a. STRICTLY FOLLOW MANUFACTURERS WRITTEN INSTRUCTIONS. FF OF 20. PART 3 -EXECUTION GUARANTEED. ITEMS NOT SPECIFICALLY MENTIONED,BUT NECESSARY TO b.DAMP MOP* CAREFULLY REMOVE STAINS,MARKS,ETC. 38 CONCRETE FINISHING I. BLOCKING AND BACKING COMPLETE THE WORK SHALL BE FURNISHED,MATCHING IN QUALITY AND FINISH 3. PREPARE FOR USE: A STEEL TROWEL SURFACES WHICH ARE INDICATED TO BE EXPOSED. A.SECURE BLOCKING AND BACKING SOLIDLY TO FORM STRONG SUPPORT FOR MEMBER. THE ITEMS SPECIFIED. a. STRICTLY FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS. 5.IN AREAS WITH FLOOR DRAINS,MAINTAIN FLOOR ELEVATION AT WALLS* PITCH II, INSTALLATION OF FINISH CARPENTRY ITEMS 2. GENERAL REQUIREMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR b.WHEN THOROUGHLY CLEAN AND DRY,BURNISH WITH BUFFING PAD OR SURFACES UNIFORMLY TO DRAINS AS INDICATED ON DRAWINGS. A.INSTALL DOORS AND FRAMES PLUMB AND TRUE,SECURELY FASTEN TO SUBSTRATE PROPER OPERATION AND FITTING OF HARDWARE IN LOCATIONS SPECIFIED. THE BRUSH,SWEEP AND VACUUM. 3.9 CURING AND PROTECTION INSTALL ALL HARDWARE. CONTRACTOR MUST SUPPLY A ROOM UNDER LOCK AND KEY TO STORE ALL A IMMEDIATELY AFTER PLACEMENT,PROTECT CONCRETE FROM PREMATURE DRYING, III.CLEAN UP FINISH HARDWARE UNTIL INSTALLATION IS MADE.THE HARDWARE SUPPLIER MUST SECTION 09900-PAINTING EXCESSIVELY HOT OR COLD TEMPERATURES,AND MECHANICAL INJURY. A.REMOVE ALL TRASH CREATED BY WORK IN THIS SECTION FROM THE PREMISES. MARK EACH ITEM OF HARDWARE AS TO DESCRIPTION AND LOCATION OF A.DESCRIPTION OF WORK: B.MAINTAIN CONCRETE WITH MINIMAL MOISTURE LOSS AT RELATIVELY CONSTANT INSTALLATION IN ACCORDANCE WITH APPROVED HARDWARE SCHEDULE. I. PREPARATION OF NEW AND EXISTING SURFACES. PERFORMANCE AND TEMPERATURE FOR PERIOD NECESSARY FOR HYDRATION OF CEMENT AND SECTION 06200-FINISH CARPENTRY EXPOSED SURFACES OF HARDWARE SHALL BE COVERED AND WELL COMPLETION OF PAINTING AND FINISHING NEW AND EXISTING EXTERIOR AND DATE: NO. REVISIONS / BY: HARDENING OF CONCRETE. A.DESCRIPTION OF SYSTEMS SEE DIVISION OF WORK RESPONSIBILITY SCHEDULE ON PROTECTED DURING INSTALLATION,SO AS TO AVOID DAMAGE TO FINISHES. INTERIOR SURFACES, INCLUDING MECHANICAL AND ELECTRICAL WORK IN C.CURE CONCRETE IN ACCORDANCE WITH AGI 308.1 USING MOIST CURE OR CURING DRAWINGS FOR ITEMS FURNISHED BY TENANT AND INSTALLED BY CONTRACTOR 3. FIRE-RATED OPENINGS PROVIDE: HARDWARE FOR FIRE RATED OPENINGS IN FINISHED SPACES,AND ROOFTOP MECHANICAL UNITS. FINISH FOR FACTORY COMPOUND METHOD. B.CODES AND STANDARDS: AWI,QUALITY STANDARDS AND GUIDE SPECIFICATIONS COMPLIANCE WITH REQUIREMENTS OF NFPA 80. THIS REQUIREMENT TAKES PRIMED ITEMS. PROJECT: 3.10 FIELD QUALITY CONTROL MANUAL. PRECEDENCE OVER OTHER REQUIREMENTS FOR HARDWARE. 2, EXCEPT AS OTHERWISE INDICATED,ALL NEW AND EXISTING SURFACES SHALL A SECTION 01455 - TESTING LABORATORY SERVICES: TESTING AND INSPECTION C.ROUGH LUMBER AND PLYWOOD.LUMBER HAVING MODULES OF ELASTICITY OF NOT 4. SUPPLIER: FINISH HARDWARE WILL BE FURNISHED AND INSTALLED BY T.G.C. HAVE FINISH APPLIED TO THEM. - SERVICES. LESS THAN 1.600,000 PSI AND ALLOWABLE FIBER STRESS OF MORE THAN 1400 PSI, FINISH HARDWARE SHALL BE SUPPLIED BY A RECOGNIZED BUILDERS 3. COLORS: SEE COLOR SCHEDULE FOR FINISH COLOR AND MANUFACTURER. B.FIELD INSPECTION AND TESTING WILL BE PERFORMED BY OWNERS TESTING IN STANDARD DIMENSIONS,MOISTURE CONTENT NOT MORE THAN 15%FIRE TREATMENT HARDWARE SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME 4.T.G.C. SHALL DO ALL TOUCH UP AT COMPLETION OF THE JOB WHERE OTHER TLIMEMI M I LABORATORY IN ACCORDANCE WITH ACI 318 CODE. OF ALL ROUGH LUMBER AND PLYWOOD IS AS FOLLOWS: AREA AS THE PROJECT FOR A PERIOD NOT LESS THAN FIVE YEARS. THE TRADES HAVE MARRED THE PAINTED SURFACES. CLEAN PAINT DROPPINGS C.PROVIDE FREE ACCESS TO WORK AND COOPERATE WITH APPOINTED FIRM. I. ROUGH LUMBER TREATED WITH A PRESSURE FIRE RETARDANT PER AMERICAN SUPPLIERS ORGANIZATION SHALL INCLUDE CONSULTANTS WHO ARE AVAILABLE FROM HARDWARE,FLOOR,ETC. P.SUBMIT PROPOSED MIX DESIGN OF EACH CLASS OF CONCRETE TO INSPECTION AND WOOD PRESERVERS ASSOCIATION STANDARD AWPA C20,EACH PIECE TO BEAR AT ALL REASONABLE TIMES DURING THE COURSE OF THE WORK TO MEET B.MAINTENANCE MATERIALS: LEAVE ONE (l)UNOPENED GALLON OF EACH TYPE AND LOCATION: NASHINGTON SQUARE TESTING FIRM FOR REVIEW PRIOR TO COMMENCEMENT OF WORK UL.LABEL "FR-S" PERSONALLY WITH THE TENANT,ARCHITECT OR CONTRACTOR FOR HARDWARE COLOR FOR MAINTENANCE PURPOSES,LABEL FOR POSITIVE IDENTIFICATION. E.CONCRETE INSPECTIONS: 2. PLYWOOD AND PARTICLE BOARD TREATED WITH PRESSURE FIRE RETARDANT CONSULTATION. THE SUPPLIER SHALL MAINTAIN A PARTS INVENTORY OF ITEMS INCLUDE DESIGNATION INDICATED ON COLOR SCHEDULE,DATE OF MIXING,AND 9555 SY4I !NASH INGTON SQUARE RD I. CONTINUOUS PLACEMENT INSPECTION: INSPECT FOR PROPER INSTALLATION PER AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD AWPA C21,EACH SUPPLIED FOR FUTURE SERVICE TO THE TENANT. CR05S REFERENCE MANUFACTURER USED. PROCEDURES. PIECE TO BEAR UL.LABEL PLYWOOD CONCEALED FROM VIEW ONLY. 5. SCHEDULE SUBMISSION: UPON BEING AWARDED THE FINISH HARDWARE C.PRODUCT DELIVERY,STORAGE AND HANDLING: PORTLAND, OR 9-1223 2. PERIODIC CURING INSPECTION: INSPECT FOR SPECIFIED CURING TEMPERATURE D.FINISHED LUMBER: CONTRACT,THE HARDWARE SUPPLIER SHALL IMMEDIATELY PREPARE AND I. DELIVERY OF MATERIAL: DELIVER IN SEALED CONTAINERS WITH AND PROCEDURES. I. REFER TO THE DRAWINGS FOR SPECIES. SUBMIT TO CBR, INC., IN TRIPLICATE,A COMPLETE SCHEDULE OF FINISH MANUFACTURERS ORIGINAL LABELS LEGIBLE AND INTACT. SPACE #..102 F. STRENGTH TEST SAMPLES: 2. MOISTURE CONTENT,KILN DRIED,NOTE MORE THAN 9% WHEN DELIVERED. HARDWARE REQUIRED HEREIN.SUCH SCHEDULE MUST BE COMPLETELY 2. STORAGE OF MATERIALS: STORE IN MANNER RECOMMENDED BY THE PROJECT NO. DRAWN BY: I. SAMPLING PROCEDURES: ASTM CI12. 3.FLAME SPREAD RATING AS NOTED ON DRAWINGS OR AS REQUIRED BY CODE. DETAILED,SHOWING ALL ITEMS,NUMBERS,AND FINISHES FOR ALL HARDWARE MANUFACTURER AND AS REQUIRED BY BUILDING CODE AND COMPLY WITH 2. CYLINDER MOLDING AND CURING PROCEDURES: ASTM C3I/C3IM,CYLINDER E.PLYWOOD: FOR EACH SEPARATE OPENING. ANY CORRECTIONS OR CHANGES NECESSARY IN HEALTH AND FIRE REGULATIONS. 110:11 STAFF SPECIMENS, STANDARD CURED. I. WHERE HARDWOOD IS NOTED: FACE VENEERS SHALL BE AS NOTED ON THE SCHEDULE,TO MAKE IT COMPLY WITH THE REQUIREMENTS OF THE DRAWINGS 3. HANDLING: TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PREVENT 1 J 3. SAMPLE CONCRETE AND MAKE ONE SET OF THREE CYLINDERS FOR EVERY 100 DRAWINGS. AND SPECIFICATIONS SHALL BE MADE PROMPTLY. LIMITATION OF SCHEDULE: FIRE HAZARDS AND SPONTANEOUS COMBUSTION, PLACE COTTON WASTE,CLOTHS CU YDS OR LESS OF EACH CLASS OF CONCRETE PLACED EACH DAY AND FOR 2. FLAME SPREAD RATINGS AS NOTED ON DRAWING OR AS REQUIRED BY CODE. APPROVAL OF THE HARDWARE SCHEDULE,SHALL NOT RELIEVE THE HARDWARE AND OTHER HAZARDOUS MATERIALS IN CONTAINERS,AND REMOVE FROM SITE SCALE: CHECKED BY: EVERY 5,000 SF OF SURFACE AREA FOR SLABS AND WALLS. F. FABRICATION: CONFORM TO AWI QUALITY STANDARDS,CUSTOM GRADE RELIEVE SUPPLIER OF RESPONSIBILITY FOR ERRORS OR OMISSIONS THEREIN. DAILY. 4. WHEN VOLUME OF CONCRETE FOR ANY GLASS OF CONCRETE WOULD PROVIDE BACKS OF WOOD TRIM,KERF BACKS OF MEMBER MORE THAN 5 INCHES WIDE AND I 6.TEMPLATES: HARDWARE SUPPLIER WILL PROVIDE APPROVED SCHEDULE AND D.ENVIRONMENTAL CONDITIONS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AS SHOWN STAFF LESS THAN 5 SETS OF CYLINDERS,TAKE SAMPLES FROM FIVE RANDOMLY INCH NOMINAL THICKNESS EASE ALL EXTERNAL CORNERS. PAPER TEMPLATES TO VARIOUS OTHER SUPPLIERS FOR DOOR AND FRAME AS TO ENVIRONMENTAL CONDITIONS UNDER WHICH COATING AND COATING SYSTEMS SELECTED BATCHES,OR FROM EVERY BATCH WHEN LESS THAN 5 BATCHES ARE G.INSTALLATION: PREPARATION FOR HARDWARE. CAN BE APPLIED. USED. I. INSTALL ALL MATERIAL WITH TIGHT JOINTS. 1. MAKES: NUMBERS SHOWN IN HARDWARE SCHEDULE ARE FROM THE CATALOGS E.PROTECTION: DATE: 5. MAKE ONE ADDITIONAL CYLINDER DURING COLD WEATHER CONCRETING,AND 2. MITER CASINGS AND MOLDINGS. OF MCKINNEY SALES CO.DETEX,NORTON,LCN,ARROW, 5055,SERGEANT 4 CO. I. ADEQUATELY PROTECT OTHER SURFACES FROM DAMAGE. MAKE GOOD ANY 04/24/201 FIELD CURE. 3. ALL RUNNING TRIM ONE PIECE UP TO 10'-0". MATCH GRAIN AND COLOR PIECE H . IVES CO.TICE,BEST,PEMKO,GLYNN-JOHNSTON,PLASTICS INDUSTRIES,AND DAMAGE CAUSED BY FAILURE TO PROVIDE SUITABLE PROTECTION, G.FIELD TESTING: TO PIECE. STANLEY,AND ARE INTENDED FOR PURPOSES OF EXACT REQUIREMENTS. 2. REMOVAL OF HARDWARE AND MISCELLANEOUS ITEMS: REMOVE ELECTRICAL L SLUMP TEST METHOD: ASTM C143/C143M. 4. USE FINISH NAILS EXCEPT WHERE SCREWS SHOW. SET FASTENERS FOR PUTTYING. EXCEPT AS SHOWN,NO SAMPLES ARE SUBMITTED TO THE ARCHITECT SEVEN (1) OUTLET AND SWITCH PLATES,MECHANICAL DIFFUSERS,ESCUTCHEONS,REGISTERS, 2. AIR CONTENT TEST METHOD: ASTM CI13/CI13M OR ASTM 0231. 5. EASE ALL EXPOSED WOOD EDGES 1/5" WIDE MINIMUM RADIUS,OR AS INDICATED. DAYS PRIOR TO BID OPENING. IF SUBSTITUTES ARE APPROVED,THEN SURFACE HARDWARE,FITTINGS,FASTENING,AND THE LIKE PRIOR TO STARTING 3. MEASURE SLUMP AND TEMPERATURE FOR EACH COMPRESSIVE STRENGTH ARCHITECT WILL ACKNOWLEDGE BY ADDENDUM TO THE SPECS. WORK: REINSTALL THESE ITEMS WHEN THIS WORK IS COMPLETED. CONCRETE SAMPLE. SECTION 06310-FIRE RETARDANT TREATMENT S.KEYS AND KEYING: COORDINATE WITH AUTHORITY REPRESENTATIVE THE 3. DROP CLOTHS: PROVIDE DROP CLOTHS: SHIELDS,AND PROTECTIVE EQUIPMENT. 4.MEASURE AIR CONTENT IN AIR ENTRAINED CONCRETE FOR EACH COMPRESSIVE A.SCOPE: WHERE INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS I OR A RATING KEYING OF THE STATION SUPPLIED AND INSTALLED GLASS PANEL/DOOR EXTEND PROTECTION TO SURFACES WITHIN PREPARATION AREAS. STRENGTH CONCRETE SAMPLE. PER CODE REQUIREMENTS AND THE SPECIFIED MATERIALS AND FINISHES ARE NOT OF STOREFRONT ENCLOSURE.T.G.C.SHALL RECEIVE,PROTECT 4 INSURE PROPER F. GUARANTEE: FURNISH TWO-YEAR WARRANTY FOR FULL VALUE OF WORK INCLUDED IN H.CYLINDER COMPRESSIVE STRENGTH TESTING: A SUFFICIENT FLAME SPREAD RATING APPLY FIRE RETARDANT TREATMENT WHERE INSTALLATION OF ALL HARDWARE, INCLUDING CONTROL KEYS,FROM ENCLOSURE THIS SECTION. I. TEST METHOD: ASTM C39. INTERIOR FINISHES ARE REQUIRED TO HAVE A CLASS II OR CLASS B RATING PER MFR. TGC.SHALL PROVIDE AND INSTALL BEST 1 PIN CORE CYLINDER 4 G.MATERIALS: 2. TEST ACCEPTANCE: IN ACCORDANCE WITH ACI 318. CODE REQUIREMENTS AND THE SPECIFIED MATERIAL AND FINISHES ARE NOT OF A CONTROL KEY FOR REAR STORAGE DOORS. I. PAINT,VARNISH,STAIN AND RELATED PRODUCTS FOR PRIME INTERMEDIATE AND 3. TEST ONE CYLINDER AT 1 DAYS. SUFFICIENT FLAME SPREAD RATING,APPLY FIRE RETARDANT TREATMENT. 9. PERMANENT CORES AND KEYS ARE AS PER LANDLORD GUIDELINES AND ARE FINISHED COATS,TOP LINE PRODUCTION PRODUCTS OF THE FOLLOWING 4. TEST TWO CYLINDERS AT 28 DAYS. B.MATERIALS: FIRE POLY AQUEOUS BASED RESIN AS MANUFACTURED BY FLAME SAFE FURNISHED AND INSTALLED BY T.G.C. CONTRACTOR MUST TURN OVER ALL APPROVED MANUFACTURERS COWMAN-CAMPBELL,DALYS,DUTCH BOY,FULLER 5. DISPOSE REMAINING CYLINDERS WHEN TESTING IS NOT REQUIRED. CHEMICAL CORPORATION,OR APPROVED EQUAL. CONSTRUCTION AND PERMANENT KEYS INCLUDING CONTROL KEYS TO THE OBRIEN,GLIDDEN,KELLY-MOORE,PITTSBURGH,PRATT 4 LAMBERT, I. MAINTAIN RECORDS OF CONCRETE PLACEMENT.RECORD DATE,LOCATION,QUANTITY, C.INSTALLATION: APPLY FLAME RETARDANT TREATMENT IN COMPLIANCE WITH TENANT AT THE COMPLETION OF THE WORK. GENERAL CONTRACTOR SHALL SHERWIN-WILLIAMS,PRESERVATIVE PAINT,PPG INDUSTRIES,TNEMEC COMPANY AIR TEMPERATURE AND TEST SAMPLES TAKEN. MANUFACTURERS WRITTEN INSTRUCTIONS.DO NOT THIN OR DILUTE PRODUCT STORE IN PROVIDE TENANTS MANAGER WITH SPECIFICATIONS AND OPERATING AND BENJAMIN MOORE,SUBMIT MANUFACTURES LITERATURE ON MATERIALS USED 3.11 FORM CLEANING MANNER RECOMMENDED BY MANUFACTURER AND DO NOT ALLOW TO FREEZE. INSTRUCTIONS OF THE EXISTING AND NEW LOCKING DEVICES.CONSTRUCTION TO LAMI-GRUBB FOR PREVIEW. A.CLEAN FORMS AS ERECTION PROCEEDS,TO REMOVE FOREIGN MATTER WITHIN FORMS, KEYS AND NEW LOCK KEYS: PROVIDE TWO(2)TOTAL. 2. MATERIALS NOT SPECIFICALLY INDICATED,BUT REQUIRED,SUCH AS LINSEED OIL, DRAINING NAME: B.CLEAN FORMED CAVITIES OF DEBRIS PRIOR TO PLACING CONCRETE. I0.HARDWARE GROUPS: PER ATTACHED LISTING SHELLAC,THINNERS,AND THE LIKE TO BE OF QUALITY NOT LESS THAN REQUIRED GENERAL SPECIFICATION C.FLUSH WITH WATER OR USE COMPRESSED AIR TO REMOVE REMAINING FOREIGN SECTION 06410-CUSTOM MILLWORK B.HARDWARE GROUPS: BY APPLICABLE FEDERAL OR STATE SPECIFICATION STANDARDS. MATTER ENSURE THAT WATER AND DEBRIS DRAIN TO EXTERIOR THROUGH I. GENERAL: ANY HARDWARE INCLUDED IN THE SCHEDULE,BUT NOT EXISTING AT THE PROJECT 3. ALL WORK PREMIUM GRADE. NOTES CLEAN-OUT PORTS. A.CUSTOM MILLWORK IS SUPPLIED BY TENANT'S MILLWORK FABRICATOR AND SITE OR VERIFIED TO BE INSTALLED BY THE LANDLORD,SHALL BE PROVIDED FOR H.INSPECTION: D.DURING COLD WEATHER,REMOVE ICE AND SNOW FROM WITHIN FORMS.DO NOT USE INSTALLED BY TG.C.,AS INDICATED ON DRAWINGS. IT SHALL BE NOTED THAT ONLY THE PROJECT AND INSTALLED BY THE GENERAL CONTRACTOR PER SPECIFICATIONS. I. VERIFY SUBSTRATE IS SATISFACTORY FOR WORK IN THIS SECTION DO NOT DE-ICING SALTS.DO NOT USE WATER TO CLEAN OUT FORMS,UNLESS FORMWORK AND THE HIGHEST CALIBER OF MILLWORK,HAVING PROPERLY EQUIPPED SHOPS AND REFER ANY QUESTIONS CONCERNING REUSE OF EXISTING HARDWARE SHALL BE PROCEED UNTIL DEFECTS HAVE BEEN CORRECTED. CONCRETE CONSTRUCTION PROCEED WITHIN HEATED ENCLOSURE.USE COMPRESSED FACILITIES, WILL BE CONSIDERED FOR APPROVAL, RE-KEYED TO COMPATIBLE WITH ITEMS SPECIFIED IN THE HARDWARE SCHEDULE. 2. BY STARTING PAINTING,THE CONTRACTOR IMPLIES THAT HE HAS ACCEPTED THE DRAINING NO. AIR OR OTHER MEANS TO REMOVE FOREIGN MATTER. B.GRADING RULES: AWI QUALITY STANDARD FOR PREMIUM GRADE SHALL GOVERN ALL I. INSTALLATION OF FINISH HARDWARE: INSTALL EACH HARDWARE ITEM IN SURFACES AS BEING FREE OF DEFECTS. 3.12 FORM REMOVAL MATERIALS FURNISHED HERE UNDER. ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND I. PREPARATION-NEW WORK. A DO NOT REMOVE FORMS OR BRACING UNTIL CONCRETE HAS GAINED SUFFICIENT C.BASIC REQUIREMENTS OF JOINERY: RECOMMENDATIONS. INSTALL NO HARDWARE UNTIL SUBSTRATE FINISHES ARE I. MISCELLANEOUS STEEL AND IRON TO INCLUDE METAL DOORS AND FRAME: STRENGTH TO CARRY ITS OWN WEIGHT AND IMPOSED LOADS AND REMOVAL HAS I. RABBET, INTERLOCK,TONGUE,SPLINE,DOWEL ALL AS REQUIRED TO PROVIDE COMPLETE. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL a. SURFACES SHOP-PRIMED: REMOVE SURFACE CONTAMINATION FROM ALL BEEN APPROVED BY ARCHITECT. SLIGHT ADJUSTMENT WITHOUT TRIMMING ON THE JOB. PROVIDE BLIND JOINTS HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR SURFACES. AT FIELD-WELDED OR ABRADED SPOTS APPLY A B.LOOSEN FORMS CAREFULLY.DO NOT WEDGE PRY BARS,HAMMERS,OR TOOLS WHICH WILL CONCEAL SHRINKAGE,ETC., WHEREVER POSSIBLE,EDGE BANK OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY,THEN REMOVE AND PHOSPHORIC ACID ETCH SOLUTION AND LET SET FOR TIME RECOMMENDED ON1 0 2 AGAINST FINISH CONCRETE SURFACES SCHEDULED FOR EXPOSURE TO VIEW. VISIBLE EDGES OF ALL PLYWOOD EXCEPT AS NOTED. PROVIDE REBATED STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF BY ACID ETCH MANUFACTURER,RINSE WITH WATER,AND WHEN THOROUGHLY C.STORE REMOVED FORMS IN MANNER THAT SURFACES TO BE IN CONTACT WITH FRESH JOINTS,NOT BUTT JOINTS ON PANELED AREAS. FINISHES.OPERATIONS: SET ITEMS LEVEL,PLUMB,AND TRUE TO LINE AND DRY, IMMEDIATELY APPLY PRIME COAT. CONCRETE WILL NOT BE DAMAGED.DISCARD DAMAGED FORMS. 2. JOINTS: PROVIDE DADO,REBATED,MORTISE AND TENON SPLINED OR THEIR LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS b.SURFACES NOT SHOP PRIMED: REMOVE RUST AND SCALE BY WIRE D.LEAVE FORMS IN PLACE FOR MINIMUM NUMBER OF DAYS AS SPECIFIED IN ACI 341. INTERLOCKING JOINTS AS DETAILED OR AS REQUIRED TO PROVIDE GREATEST NECESSARY FOR A SECURE INSTALLATION, DRILL AND COUNTERSINK ITEMS BRUSHING OR OTHER METHODS. REMOVE DUST,DIRT,OIL,GREASE,CLEAN 3.13 DEFECTIVE CONCRETE STRENGTH. MAKE MITERED CORNERS USING CUTTER HEAD ON SHAPER TO WHICH ARE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE SURFACE BY SOLVENT WASH,APPLY PHOSPHORIC ACID SOLUTION,AND LET _ A DEFECTIVE CONCRETE: CONCRETE NOT CONFORMING TO REQUIRED LINES,DETAILS, ACHIEVE AN INTERLOCKING JOINT. FASTENERS AND ANCHORAGE AS INDICATED IN ACCORDANCE WITH INDUSTRY SET FOR TIME RECOMMENDED BY ACID ETCH MANUFACTURER,RINSE WITH , 5 DIMENSIONS,TOLERANCES OR SPECIFIED REQUIREMENTS. 3. ASSEMBLIES: ACCURATELY SCRIBE AND JOIN WORK FASTENING WILL GENERAL STANDARDS. WATER, AND WHEN THOROUGHLY DRY, IMMEDIATELY APPLY PRIME COAT. 4 1 / B.REPAIR OR REPLACEMENT OF DEFECTIVE CONCRETE WILL BE DETERMINED BY BE CONCEALED AND JOINTS INCONSPICUOUS MAKE ALL JOINTS IN A PERMANENT 2. LOCATIONS: UNLESS OTHERWISE INDICATED,LOCATE HARDWARE IN c.GALVANIZED IRON: REMOVE SURFACE CONTAMINATION, WASH METAL WITH Jr I 1 ARCHITECT, MANNER USING A COMBINATION OF SCREWS OR DOWELS AND WATERPROOF ACCORDANCE WITH DWI RECOMMENDED LOCATIONS. QUESTIONS RELATED TO PHOSPHORIC ACID OR APPLY ONE COAT OF ETCHING TYPE PRIMER. ' C.DO NOT PATCH,FILL,TOUCH-UP,REPAIR,OR REPLACE EXPOSED CONCRETE EXCEPT GLUE SOLIDLY GLUED. WHERE NAILS ARE REQUIRED,DRILL HOLES IN SOLID HARDWARE LOCATIONS SHALL BE REFERRED TO THE TENANT. 2. WOOD PRODUCTS TO BE PAINTED. REMOVE SURFACE CONTAMINATION DIRT, "T UPON EXPRESS DIRECTION OF ARCHITECT FOR EACH INDIVIDUAL AREA STOCK,SET AND PUTTY HEADS, BLIND NAIL WHEREVER POSSIBLE. ROUND ALL 3. ADJUSTMENT AND CLEANING: ADJUST AND CHECK EACH ITEM OF HARDWARE AND MINOR GRIT, SPOT COAT KNOTS,PITCH STREAKS AND SAPPY SECTIONS COR LAIC D M GA ' '8 3.14 ERECTION TOLERANCES EXPOSED EDGES OF ASSEMBLES TO 1/15 RADIUS. AND EACH DOOR TO ENSURE PROPER OPERATION AND FUNCTION OF EACH UNIT. WITH SEALER. FILL AND NAIL HOLES AND FINE CRACKS AFTER PRIMER HAS y (A ARLINGTON,TEXAS ) 7..... ..., Q � r SEAL CONSULTANT: PARTITION LEGEND KEY 1 SYMBOL I DESCRIPTION NOTE y40'-44LEASE LINE / - __�__ _ __ 0/ 31'-11 " // -I'-G ' / F- - - DEMISING WALL e _ 2'-4" 3'-m3/S" 2'-1" 13'-�Y 2 _�y 3 -03/8 3 -03/$ I� B _ Sy / / HOLD HOLD/', HOLD / / HOLD // HOLD / // / 11>: (////// NON-RATED PARTITION I \ - - - - - - - - - - 8 %il }�i�y El s / 0 0 / 0 / \ O / �� \\\ A TOILET ROOM PARTITION _� _ r. 7 . A '� - BI 0 gh BI c4 ► BI BI _� %J `t O //// ////1 PLUMBING CHASE WALL 3 •4�l fl I H 2 f A41 I \ ( �\\ FURRED OUT WALL NOT USED A1.0 ' ( 11 � �\ > GG TO PROVIDE FR WOOD I 1 ! ' 1 BLOCKING FOR WOOD FINS.SEE ' A4.# 1 44.1 I DETAIL 5/44.0 FOR MORE INFO, L B p 4 NEW DEMISING WALL NOT USED ARCHITECT: TYP. _ - -- -- /\ I - 1/; //1 44.1 / REAR SERVICE DOOR ALCOVE NOT USED 111 /1'-11" 26'-x" 2'-28/8„ 1'-83/" © - 7 / = C kV / w 30'-3Y$" FINISH CLEAR 9'-23/8" ►n w Q I = STOCK I _ •*40• it ' ALU PANEL PARTITION 0 I Ak z 0 O r _ ROOM� _ � QI CORTLAND m , 44.0 LI RETAIL SALES Q A 4.0 M D R G A N io �_ CO AREA cl o ARCHITECT in cl I A m / ' Z __ I \ SEE CONSTRUCTION 711 N. FIELDER RD. I 44.0 1 p .-----._._ ;1. \\ ' 1 1 PLAN FOR WALL ARLINGTON, TX 76012 EQ t/ - w { . i 61-11411, I co\ A PREFAB TYPE PH: (817) 635-5696 EXISTING STRUCTURAL 1 ;� FAX: (817) 635-5699 " COLUMN WRAP Tor ' / 1 I _ - A4.1 0 MILL WORK 3'-03/s" 2 -�j A 2 -�j / / These drawings are instruments of the Architect's service and are the Gal / / PURR-OUT WI 5/8"TYPE 'X' L O-\ 0 HOLD property of the Architect.They shall not be reproduced or used in any way, T4PIL T I whatsoever,without the written permission of the Architect.fl 2017 - GLASS DOORS I Cs1^(= 0 4�15SLSa__ _ - r A 1 n'00.'I -- -� _\ cv A _ \ 1 LI I *� STOREFRONT is 43.1 I 43.1 �� WE MEM' \\S'-0Y8" � / r ` _ r ftJ 7 SYSTEM �`!� Bt __ _ al ) @ -- I y _ { 1'_0.' \ nl{ �y�`ri ©� v;© �� ///// /// 1 ///17/2////7, NOTE REMOVED - _`- p LI. C\ \ \ , 'ilwr..., " HOLD/ _MOLD/ I,-0„ I -7-, O / ACCESS PANEL, Q 1 -0 MINIMUM. 38'-4Y4" MINIMUM. / SEE POWER :: Q_ O \ / / / (L O T.G.C. TO CONFIRM ALL GYP BD HOLDS WITH 053/4" SPEE NFOR 40'-44" LEASE LINE MILLWORK VENDOR'S SHOP DRAWINGS. THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS / 2 FIXTURE WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO A3.0 ELECTRICAL SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR - igh T.A.C.TO CONFIRM SIZE AND SHAPE OF COLUMNS REQUIREMENTS HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH NEUTRAL PIERS TO NEUTRAL PIERS TO 4 REPORT ANY INCONSISTENCIES TO THE TUMI MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY 43.0 t( 1 OR SCALE CORRECTLY TO THE INDICATED SIZE. REMAIN(TYPICAL REMAIN(TYPICAL PROJECT MANAGER 5/8" CxWI5 ON 3 5/8" , BOTH SIDES). BOTH SIDES). 20 GA METAL STUDS, PT-2 FINISH PATE: ISSUE 04/24/17 TUMI CI0% REVIEW SET EDGONSTRUGTION PLAN ENLARGED PLAN DETAIL 04/26/17 LANDLORD SET SCALE: I/4"=1'-0' SCALE: 1/2"=1'-0' 05/02/17 REVISION 1 - PERMIT 5ET ot DECK ABOVE I / t j/ it DECK ABOVE ,� itikDECKk '4' ABOVE / / / / / TOP TRACK / / EXTENDED KICKER WEB / / / / AND ATTACH WI(2)0.151" / / / / / / EXISTING 5/8" TYPE "X"GYP. 0 X I" HILTI XU-21 TYP. / / mg STUDS/GYP it STUDS/GYP BD.TO REMAIN.T.S.C.TO it STUDS/GYP . 16'-0" 1 ,f / 16'-0" � PATCH t REPAIR AS REQ'D TO 16'-0" mall/o; ,;:r MAINTAIN EXISTING RATING. 3 5/8"DIAGONAL KICKERS EVERY . f/ EXTENDED KICKER WEB Ii/ TOP TRACKY'�. r/ OTHER STUD,ALTERNATING DICTION,TO ,' AND ATTACH WI(2) 3 5/8" DIAGONAL KICKERS 3/4"FIRE RATED TONGUE /� 314"FIRE R4TED TONGUE STRUCTURE ABOVE.CONNECTION OF FINISHED CEILING f Y� 0.151" 0 X 1" HILTI XU-21 EVERY OTHER STUD, GROOVE PLYWOOD, /�%i t GROOVE PLYWOOD, KICKERS TO METAL STUDS �' 14'-0" AFF. ` V /, REF.CEILING PLAN FOR 14 , TYP. Ipi ALTERNATING DICTION,TO FINISHED PT-2 i7:///://///2, � FINISHED PT-2 / HGT.(WHERE CEILING STRUCTURE ABOVE. j/� PROVIDE FIRE-RETARDANT OCCURS) I J CONNECTION OF KICKERS TO /3:16 FIRE BLOCKING AT CEILING ,. METAL STUDS Q 14'-0" A.F.F. METAL STUDS g 16" LEVEL A5 REQ'D.BY NYCT.O.PLATFORM T.O.PLATFORM ," „ 8JI6 METAL STUDS ® 16" HEIGHT A5 NEEDED ° HEIGHT AS NEEDED G.(INCLUDE HEADER) BUILDING GORE '> f DRTE: No. REVI510N5 /BY: '/ /Ex TYPE x GYP.BD.T.G.C. O.C.(INCLUDE HEADER) FOR 8-0 CEILING FOR 8'-0 CEILING TO TO MAITAIN EXISTING RATING FINISHED CEILING FINISHED CEILING PROJECT: LiF. I IN ANF A ACT CEILING IN GYPBD.CEILING 'r j REF.CEILING PLAN FOR /AIR AS REQ'D N f r� RE CEL G PL OR HGT 1 TOILET ROOM IN TOILET ROOM ` HGT.(WHERE CEILING -`' f8" 16 GA STEEL . - ' /SALES ARE4 -�` „ " " " " - 0 8'-0" AFF. AL 8'-0" AFF. �"...:� 16 GA STEEL TRACK OCCURS) / 5/8" TYPE "X"GYP.BD.TO TO 16.-0" 5/8 TYPE X GYP.BD.TO 16.-0" TRAM ,/ // AFF (ON SALES AREA SIDE).SEE AFF. (ON STOCKROOM SIDE).SEEilli ACT CEILING GYPBp.CEILING /!ff. /7 ELEVATIONS FOR FINISHES ELEVATIONS FOR FINISHES UNLESS REQ'D BY MALL /, SALES AREA LOCATION: YSHINGTON SQUR� J f FOR CsYPBD.CEILING / ' ':, c5SS SIN WASHINGTON SQUARE RD STOCKROOM TOILET ROOM TOILET ROOM n N.I.C. 1� SALES AREA STOCK AREA V f 3/4"FIRE W/JI PORTLAND OR 91223 '/7 / RETARDENT-TREATED / f 3-5/8"20 GA.METAL STUD / r;•/ PLYWOOD W/1/8"METAL ALU / ', SPACE #JO2 5/8"MOISTURE RESISTANT ,/,,,y,,,, / FRAMING �+ 16" O.C. 3 5/8" 16 GA.METAL � PANELOYER 3 5/8" 20 GA. SILL TRACK WI(1)0.151" GYP.BOARD(TYP. WALLS t " `// " // /f PROJECT NO. PRAWN BY: STUD FRAMING ,s Is"O.C. 5t8 MOISTURE RESISTANT r 6 I6 GA.METAL STUD METAL STUDS lb"O.C. '; j�// 4)X 1"HILT( XU-2l 44 16" CEILINGS).REFER TO SHEET GYP.BOARD(TYP. WALLS FRAMIP s 16"O.C.SEE ELEVATIONS If/J/ SEE ELEVAtIONS O.C.(MAINTAIN 3"MAX. 44.1 FOR FINISHES �/ 1701 5T4FF FOR BASE TYPE FROM STUD) 441FORSFIN�ISHES TO SHEET OIREMAIN WHERE !'� / FOR BASE TYPE 362T150-43 TOP i /f/ APPLICABLE // 'A CHECKED BY: /t 5/8"GYP.BD.REFER TO BOTTOM FINISH FLOOR / It /�, AS SOWN STAFF FINISH FLOOR SHEET 44.1 FOR FINISHES FLOOR FINISH FLOOR FINISH FINISH FLOOR ��_ �'�. i /2// ', ' i/! PATE: I6" 0.G. ILTI XU-21 04/24/2011 �J DEMISING WALL CD NON-RATED PARTITION O TOILET ROOM PARTITION CD PLUMBING CHASE PARTITION ® ALU PANEL PARTITION 0 MOISTURE RES. GYP. 0, ONE-SIDED GYP. PARTITION SEE WALL CABINET SECTION ON 8/44.0 @, SPLARTITI 1DETAILS CONSTRUCTION NOTES METAL STUD SCHEDULE METAL STUD SCHEDULE DRAWING NAME: - _ 1 - I -- " I 16"O.C. 24"o.C. CONSTRUCTION PLAN 1. TENANT GENERAL CONTRACTOR IS TO PROVIDE FULL TIME SUPERVISION OF PROJECT. SUPPORT ONLY,UNLESS OTHERWISE NOTED. OTHERWISE. I 16"O.C. 24 O.C. NOTIFY TENANT PROJECT MANAGER OF TYPICAL WORK HOURS. 9. COORDINATE ALL CONCRETE TRENCHING OR CORING WITH ON-SITE L.L.OPERATIONS 16. ..,T• STUDS USED IN THE FRAMING OF STOREFRONT SHALL BE 3 5/8" x 20 GA.USE SIZE GAUGE TYPE - SIZE GAUGE TYPE ( MAXIMUM MAXIMUM NOTES 2. TENANT GENERAL CONTRACTOR IS RESPONSIBLE FOR UNLOADING AND HANDLING DIRECTOR.IT IS THE TENANT'S RESPONSIBILITY TO TAKE ANY PRECAUTIONS 16"OC PACING(TYP.)FOR ALL FRAMING IN HORIZONTAL SOFFIT AND IN SALES AREA ' MAXIMUM MAXIMUM UNSUPPORTED UNSUPPORTED UNSUPPORTED I I DRAWING NO. ALL OWNER SUPPLIED MATERIAL AND DISPOSAL OF ALL PACKING MATERIALS AT NECESSARY TO INSURE THAT ANY UNDERGROUND UTILITIES,ETC.ARE NOT DAMAGED - CAL FASCIA USE 16"O.C.SPACING(TYP.)FOR ALL FRAMING IN VERTICAL I UNSUPPORTED HEIGHT HEIGHTS I HEIGHT HEIGHTS THE JOB SITE. DURING FLOOR CUT.ANY DAMAGE SHALL BE REPAIRED AT THE TENANT'S EXPENSE. MALL-FACING FASCIA AND SHOW-WINDOW FASCIA. , 25 ST 12'-6" 10'-9" 22 ST 25'-3" 22'-0" 3. TENANT GENERAL CONTRACTOR TO NOTIFY OWNER OF ANY DAMAGES/SHORTAGES 10. PATCH OR REPAIR EXISTING DEMISING WALL AS REQUIRED TO MAINTAIN EXISTING 11. NO COMBUSTIBLE MATERIALS SHALL BE ERECTED ABOVE CEILING.ALL WOOD ________-__-___ WITHIN 48 HOURS OF RECEIPT OF BEAR RESPONSIBILITY FOR REPLACEMENT OF SUCH. FIRE RATING. IF DEMISING WALL G.WB.MUST BE PROVIDED BY TENANT'S G.C., BLOCKING/FURRING USED IN CONSTRUCTION TO BE FIRE RETARDANT TREATED. 2-1/2" 22 ST 13'-0" 11'-6" 20 ST 26'-1" 22'-10" 4. TENANT GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND TIMING OF PROVIDE VERTICAL EXPANSION JOINTS EVERY 30'-0" (MIN.)ALONG ENTIRE LENGTH 18. TENANT GENERAL CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION OF BLOCKING -- -- Al .0 20 ST 26'-8" 23'-$" ALL TENANT VENDOR INSTALLATIONS, INCLUDING PRE-WIRE FOR DATA AND OF EACH DEMISING WALL,CONTINUOUS TOP TO BOTTOM, FOR ALL WALL AND CEILING SUPPORTED ITEMS IN STORE PRIOR TO INSTALLATION OF 20 ST 13'-10" 12'-0" „ b SECURITY,FINAL EQUIPMENT INSTALL FOR MUSIC,TELECOMMUNICATIONS TRAFFIC II. ALL RATED PARTITIONS SHALL BE 5/8"FIRE RATED G.W.B.ON METAL STUDS AT 16" GYP.BD.REVIEW ITEMS THOROUGHLY.COORDINATE WITH VENDOR AS NECESSARY. 25 ST 16'-0" 13'-6" 18 Si 28'-0" NOT USED COUNTER AND SECURITY.COORDINATE WITH TUMI PROJECT MANAGER FOR LIST AND O.C.AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE. I . THE MOUNTING HEIGHTS OF ALL HARDWARE SHALL COMPLY WITH NBHA 16 Si 30'-0" NOT USED '` MILESTONE TIMING. 12. T.G.G.SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE AND ALL "RECOMMENDED LOCATIONS FOR BUILDERS HARDWARE" AND/OR THE LATEST --- 1 22 ST 17'-3" 15'-0" 5. RE-USE OF ANY EXISTING EQUIPMENT,CONDUIT, WIRE,FIXTURES,PIPING,ETC. IS PENETRATIONS ARE SEALED TIGHT,AND SHALL PROVIDE ALL WORK REQUIRED TO REQUIREMENTS OF THE ADA.REGULATIONS,OR CARO/ANSI STANDARDS WHICHEVER 4__ 14 Si 32'-0" NOT USED G > I'r SUBJECT TO BUILDING DEPARTMENT AD LANDLORD'S APPROVAL.VERIFY ANY WORK CORRECT DEFICIENT CONDITIONS. APPLICATION 15 MORE STRINGENT FOR ITS USE. 20 ST 17'-11" 15'-7" NOTES: iZ ' REQUIRED WITH THE BUILDING DEPARTMENT AND MALL MANAGER. 13. ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR 20. TG.C. IS RESPONSIBLE TO UNCRATE,ASSEMBLE,CLEAN AND PLACE ALL OWNER 3_5/8" 20- SJ 18'-6" 16'-9° 1) BASED ON INTERIOR NON-BEARING PARTITIONS WITH (1) LAYER OF 5/$"TYPE X GYPSUM ( npT ,� :}ren-w:�; 6. ALL RADIAL DIMENSIONS ARE FOR LINEAR FEET OF WALL AND SHOULD BE VERIFIED/ DIAGONALLY BRACED AT 4.-0" TO STRUCTURE ABOVE. SUPPLIED ITEMS. INCLUDING VISUAL MERCHANDISING PROPS AND OPS SUPPLIES, BOARD EACH SIDE. USE GAUGE TYPE AS SCHEDULED UNLESS NOTED OTHERWISE ON THE t,I L' Plu"'"r.�,�' COORDINATE WITH PROJECT MANAGER PRIOR TO CONSTRUCTION. 14. DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING. ALL FIXTURES OBTAIN LIST FROM TUMI PROJECT MANAGER .- ______-_- 1. ALL PIECES OF THE STOREFRONT DESIGN,BOTH TEMPORARY AND PERMANENT MUST MUST BE SUPPORTED BY THE FLOOR 4 LATERALLY BRACED ONLY BY DEMISING 18 Si 19'-3" NOT USED DRAWINGS.ATTACH GYP. BD.WITH 1"TYPES DRY WALL SCREW @ 12 O.C. 2) RUNNER TRACK GAUGE TO MATCH STUD. L ARLINGTON,`ON, I EXAS FIT FULLY BEHIND THE TENANT'S LEASE LINE EXCEPT IN POP OUT AREAS. WALLS. 1 16 - SJ i 20'-0" NOT USED 3) INSTALL SPAZZER BARS. BRIDGING all 5'-0"O.C.MAX.SPACING. '' 8. STOREFRONT SHALL BE SELF-SUPPORTED,BRACING TO STRUCTURE 15 FOR LATERAL 15. ALL WORK AND EQUIPMENT SHOWN IS NEW CONSTRUCTION BY T.G.C. - UNLESS NOTED � 14 -_ Si 1 22'-0" NOT USED 4)T.G.C.TO VERIFY DECK HEIGHTS PRIOR TO BID. , ' ��'"n 5-i-,:-T•e ;3 SEAL GENERAL NOTES - I1 CONSULTANT: I LEASE LINE _ NOTE:ALL WOOD(INCLUDING NOTE:GC TO CLEAN PORCELAIN FLOOR AFTER INSTALL I FINISHES,BLOCKING,SNEETING, - SALES AREA AND PRIOR TO MILLWORK BEING SET.SPEC: MIRACLE STOCKROOM 1. ALL FIN151-1E5 TO BE INSTALLED AND CLEANED AS PER ETC.),ARE TO BE FIRE TREATED. 420 FLOORING EPDXY GROUT 4 FILM REMOVER tiffil FLOORING MANUFACTURER'S SPECIFICATIONS, INSTRUCTIONS AND <GR-I> GROUT <5-2> BASE INDUSTRY STANDARDS. TENANT GENERAL CONTRACTOR SALES AREA MALL AREA NOTE: NO SASE BEHIND WOOD < 5-1> BASE NOTE: GROUT JOINTS IN <PT-2> PAINT SHALL OBTAIN INFORMATION DIRECTLY FROM MANUFACTURER FIN WALLS.ALU PANEL WALL TO <P7-2> PAINT SALES AREA TO BE 1/16" "VW' CEILING 2. TENANT GENERAL CONTRACTOR IS RESPONSIBLE FOR 1 ALIGN RECEIVE BASE B-I (PT-I> CEILING 6 0 PROTECTING THE FLOORING AFTER INSTALLATION, UNTIL 405, il TR-1 AU <APM> NOT USED All TURNOVER OF STORE TO TENANT, 3. TGC TO EXAMINE ALL SURFACES TO BE PAINTED UNDER THIS .."� tir :, AI i - - - - - - - - - - - CONTRACT AND SEE THAT NE WORK OF OCHER TRADES HAS - /////// ///`��/���{ / /////,,r/�� // (// //0 / -------/, ,� / I iSEEN LEFT OR INSTALLED IN A SATISFACTORY CONDITION TO _ CONCRETE NOT USED 7� _- -7- -v.-- - ! I I (// /((//0 / / _ — —-,�- --—i- _I- ( RECEIVE PAINT OR SPECIFIED FINISH. FLOOR SLAB / -' I I I - - - I 1 �- TENANT FLOORING MALL FLOORING / ? I 1 f- I . 4- TYPICAL PAINTING APPLICATION PROCEDURE: PAINTED , / I I I --__ P7-2 //,_ I _ GYPSUM BOARD - (I)COAT PRIMER AND (2)COATS LATEX I ! ( I ! I I I i I I j t 1 (FINISH AS PER SCHEDULE). I ��� t� PT-2 I (PT-2,> <`1R-I I I<PT-2> ! i _ 5. AT COMPLETION OF PAINTING, ALL PAINT MATERIALS AND MALL TILE TO STORE (INT.) SLK—O MAT (EXT.) I { {--.-.__._ 1 __ I ! i I L__ EQUIPMENT SHALL SE REMOVED,ALL PAINT SPOTS SCALE: 3".i'-0' SCALE: 3"=I'-0' 3 I LI /I I _ I I REMOVED, AND ALL AREAS THOROUGHLY CLEANED. DIRT OR AU ---1-"'' I I DEBRIS CAUSED BY WORK SHALL BE CLEANED UP AS WORK PT 2> -/_ PROGRESSES. DOOR JAMB ARCHITECT: r/(///////// I 6. RETOUCH OR REFINISH SURFACES DAMAGED BY SUBSEQUENT __�_ / WORK AS DIRECTED BY TGC. TGC TO INCLUDE COST FOR 1 _- I /_ I I --'2-7-----NCH SALES AREA STOCK ROOM / TOUGH UP WORK IN BID. - d 1 / I I - L_._. 1. WIPE CLEAN ALL SURFACES WITH A DAMP CLOTH, THE %=� DOOR C I1V 6 1 I 1 I ( I _ % I ! I__-_. ___ PAINTING CONTRACTOR IS RESPONSIBLE FOR PROVIDING <MT-I }jam u /- �-- 1/S ZINC TRANSITION STRIP Al) ! ( I / ! I PROPER PROTECTION AGAINST DAMAGE TO EXISTING I '_i 1 , L ; » FLOAT TO MEET F L-I FURNITURE, ADJACENT FINISHED WOK FLOORING,ETC. C O R T L A N O / _ _� 5 1 /2 CONCRETE SLAB _ _ f S. I f MORGAN I HARDWARE A5 REQUIRED PER SPECIFICATION. / S. ALL DEVICES (OUTLETS, SWITCH PLATES,FIRE ALARM _,,�,? ARCHITECT _- - I I { , I ,(( DEVICES, IF ALLOWED)t0 BE WWITE. �■1 . 1 / I I /1___ _ I 10. ALL TRANSITIONS BETWEEN FLOORING MATERIALS MUST BE T ~• / SMOOTH AND LEVEL. 711 N. FIELDER RD. _ _ / \N, l 11. DATA/POWER AT STOREFRONT DISPLAY PLATFORM TO BE I / _ L__- IARLINGTON, TX 76012 RUN THRU CERFIX PROSTYLE FLOORING PROFILE STRIP. 1 % I mo\ SATIN FINISHED 5 I �� SIN 1.4301, PH: (817) 635-5696 j - `--'' \ e FORCE—Al LAI 0 V.G.T. FAX: (817) 635--5699 AU \ LUIS/100 (93315) SEE DETAIL 8, CHIS SHEET- SCALE: 3 =I'-0' \ These drawings are instruments of the Architect's service and are the property of the Architect.They shall not he reproduced or used In any way, 11111111 III / \ whatsoever,without the written permission of the Architect.©2017 1 1 MillI I i`_ r ( + DOOR JAMB E Vii, MI ' - f jr� r _ _ I _ i n ' I �%.'PIA I I. _ 1 AL 2 STOCK ROOM TOILET ROOM NEUTRAL P5111�1��� T 1 I , ��f1�III��/I/�►fs / V •LU i -NEUTRAL FLOOR T.G.C.RTO SUBMITGA P.S.F. COST FOR SELF LEVELING PRODUCT AND PIERS TO _ I 41,7=, _ REMAIN ` , r _ �`P REMAIN A P.S.F.COST FOR FLOOR PATCHING AT TIME OF BID.UPON (TYPICAL ��.' lir PT-2 SEE NOTE II PT-2 SEE NOTE II PT 2`� PL FL-I (TYPICAL TOILET ROOM DOOR BOTH SIDES). B_1 OPTION I BOTH 51DE5J. DEMOLITION, T.G.C.MUST CONFIRM SPECIFIC FLOOR PREPARATION OPTION I REQUIREMENTS AND SUPPORT NE NECESSARY WIN MARKED-UP _ \__Kg Lu. . AI,) 4,..u. ;" - TOILET ROOM MT-3 MT-3> THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS PT-2> FL-4 STARTING POINT OF <PT-2 OPTION 2 FLOORING LAYOUT SNOWING HIGH AND LOW AREAS. THE COST 15 TO BE ® ® WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO TILE,CENTER TILE OPTION 2 <B 2> BASE SUBMITTED A5 A CHANGE ORDER WITH 5io OHP. TENANT GENERAL SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR ON STOREFRONTHIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH <WPM> WATERPROOF MEMBRANE CONTRACTOR 15 RESPONSIBLE FOR LEVELING THE SALES AREAPIL DOORS •• r ���•..•..•••.�..•_.•.._...••....-•�� MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY <FRP-1> NOT USED FLOOR INCLUDING BUT NOT LIMITED TO FLASH PATCHING AND ""'. - . .. OR SCALE CORRECTLY TO THE INDICATED SIZE. <PT-3> CEILING 4 HALLS FLOATING OF THE FLOOR THE TENANT REQUIRES A ZERO • . - . (KI , LPAN "TOLERANCE LEVEL" FLOOR NOTIFY TUMI PROJECT MANAGER AT _ DATE: ISSUE / SCALE: IJ4°=I'-0'FISSTART OF CONSTRUCTION IF LEVEL CANNOT BE OBTAINED. FLOOR SLAB 04/24/1/ TUMI c10% REVIEW SET 4 THRESHOLD @ TO I LET ROOM 04/26/1'7 LANDLORD SET SCALE:FIN 1 CJ' LEGEND 05/02/11 REVISION 1 - PERMIT SET TAG DESCRIPTION FURNISHED BY ' INSTALLED BY MANUFACTURER FINISH COMMENTS F=LOORING CM 12" X 24" PORCELAIN TILE TILE VENDOR GC NASCO TRAVERSO POLISHED#CPT230 SALES AREA FLOORING,5/16"THICK _. S 12"X 12"VINYL TILE GC GC ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE COLOR:TAUPE #51901 STOCKROOM FLOORING ONLY, INSTALL PATTERN IN SAME DIRECTION.APPLY (3) IC COATS OF MRG'S APPROVED WAX (MIN), /' CND IZ���� ffir 'Jr • 4 • ,. •r 'Z ilk 4 i ZO, Ai Ao jrJ J ir I INSTALL MALL TILE PURCHASED FROM MANAGEMENT.ALIGN ALL GROUT JOINTS <FL-4> MALL TILE GC GC I WITH EXISTING TILE. CND rei=er, - 'E or, IZZ • Ar Alr ZALAnOir Argir :171"-A2der • - • •- . e •0 - 41 Addr / : ' f 4 4; ' • ' : . ' ____ fr ' j'Ar_7_,Z <GR-1> FLOOR TILE GROUT GC GC LATICRETE EPDXY GROUT SPECTRALOCK; COLOR:#17 MARBLE BEIGE 1/16"JOINT WIDTH SALES FLOOR TILE GROUT: 1/16"GROUT DATE: No. REVISIONS / BY: _ <140-1> 'A�.'.�' .�157 �'/r ///.I // _ /Air ////''" " /���" ". .r '. W. .��. .��.��''�"'./.7dr4A�T. • a ••o�rAdr -yrizW II�������� ' / NOT u EI7' � r ••' c r.•• , � ry T PROJECT: = TRANSITIONS <TR-I> METAL TRANSITION STRIP GC GC SCHLUTER SCHIENE-ACB _ MALL TO SALES AREA <TR-2> REDUCER TRANSITION STRIP GC GC JOHNSONITE CRS-XX-A;COLOR: BEIGE #49 SALES AREA TO STOCKROOM LOCATION: WASHINGTON SQUARE -----_- - --_ -- THRESHOLD C REAR SERVI G CORRIDOR <TR-3> MARBLE TRANSITION GC I GC 61585 SW WASHINGTON SQUARE RD BEIGE MARBLE STOCKROOM TO RESTROOM SCALE: 3"=1'-0' PORTLAND, OR 4:11225 <TR-4> igifl= i"►" dr Are, "l 4 _Y. d'v 1) r l 'r r , I '.• ' - • 77/ SPACE 4*J02 •CSC TO INSTALL PER PROJECT NO. DRAWN BY: BASE MANUFACTURER'S c� < B-1 > WOOD BASE MILLWORK VENDOR GC MILLWORK VENDOR WALNUT 3" HIGH X 3/8" WIDE;WOOD BASE BY M.W.V. PARTITION \,/\ RECOMMENDATIONS 1 1-t 0-11 STAFF < 5-2> RUBBER BASE GC GC ARMSTRONG DESERT SAND #75 4" HIGH; STOCKROOM ONLY �- � SEE DETAILS SCALE: CHECKED BY: � �/� �/� �-�. A5 51-10 t STAFF <5-3> r T y P • : ' /./_.1-.L /! / / / I • / ///.�ir,_ •- .•*Air ' '�� ' •1 • in �I�► :1 SALES AREA \ 7 SALES AREA DATE: ?MALLS - B-i FLOORING PROFILE STRIP. FLOOR S A E WI B 04/24/2011 <PT-I> PAINT GC GC BENJAMIN MOORE SUPER WHITE FLAT FINISH SALES CEILING,STOREFRONT LIGHT COVES CONCRETE m SATIN FINISHED STAINLESS _____- - ---- - FLOOR SLAB FL-I STEEL A151 304-DIN 14301. <FL-1> <PT-2> PAINT GC GC BENJAMIN MOORE SUPER WHITE PEARL FINISH WALLS AND TRIM, PAINT ENTIRE WALL BEHIND FIXTURES -;.- LUISA00 C33315) - - - g � I t ' 1 111 � 1, i': ". W 111 II <PT-3> PAINT GC I GC I BENJAMIN MOORE SUPER WHITE SEMI-GLOSS FINISH DOORS, FRAMES,TOILET ROOM WALLS&TOILET CEILING <PT-4> PAINT GC _ IGC 1 BENJAMIN MOORE 1 JET BLACK 2120-10 FLAT FINISH NICHES&CEILING TROUGH <PL-I> LAMINATE GC 1 GC ' NEVAMAR CARMEN RED A10496 OPTION 1 I MT-3 RED PAINTED METAL GC OR VENDOR IGC I RUBY RED-GC TO MATCH OR TRIANGLE SIGN TO PROVIDE OPTION 2 WOOD SASS GROUT CHANNELi i "0" i i i i i i i i iii —... _ i i i i iii -- ----_ -._....-- ..._- i iii _ i .. ® 1/2" LOW IRON GLASS,TEMPERED GC GC • STOREFRONT GLAZING,LOW IRON TEMPERED e,e . ;,, , • Ale .. �� SCALE: 3". I'-0" SCALE: 3"= I' 0" �.... ..... .._. .r,�.►..► ..- �,_� ��, „ 1�.��_�. _ZI - _.. .�- ��_�.� I..in. .;AiiAliI , .• ��_� �..- zi .diessielioDRAWING NAME: FINISH F'LAN I/4”MIRROR(MIR-I)MIRROR 4 DETAILS <WP-2> �' , r r ��• 0 Q•-� �� ! " •� • •'r • ••• ,• r r • i+� ,/ BACKING TO BE COMPATIBLE 1 `�- WITH MIRROR MASTIC(SEE � �•,", DRAWING NO. <FRP- F : •.. r • T.. . , �•, . ., • •• •• • ELEVATION5), AAW'cI &'AF ' ��� I i SALES AREA I ,: ® STOREFRONT METAL IGC GC AMERICAN PRODUCTS,INC.(API) CLEAR ANODIZED ALUMINUM T.G.C.TO SUBMIT SAMPLE TO TUMI P.M. PRIOR TO FABRICATION PARTITION MR-I M1,, I -i Al • 1 AO AO,'►r ;der . • r -c5 • 17. : ► •• Zit, 11 a r. + SEE DETAILS 5-1I .::, ri Alder 77 Ara" • - ALUM.ANGLE " <MR-I> MIRROR GC 1 GC I !Y4" LOW-IRON,TEMPERED FLOOR ® H OED 4 . <WPM> _ ra •.• Arr Air Arlir �� r A, dir A, •• i A a " 4V/_ Ar A 2,� _ �' i •••�/d�_.. J I I i t -1- ;--±-�--�- I '__i f I = 4, ,M �T ; /• P L • , . 40.- 4..a.� •V A.G• • • • I. . • T T r ,, - , ' 'CONCRETE' ,:,, . '; _ '- ,- - - - t ... . CORTLA, ORGAN Ader Air. ///7 FLOOR SLAB ALU PANEL 12'-0" PANEL A*.!' (HEAVY GAUGE MTL- NO OIL CANNING) GC GC MULTIPANEL-UK BRIGHT WHITE #P199 PAINT FINISH (GLOSS SIDE OUT) T.G.C.TO INSTALL PANELS AS INDICATED ON PLANS ARLINGTON,TEXAS ilk/,/,/i'//// X'/��/// /„/ /����// i,i',) ,///�/��// P /,// / //�����//,/r //1694/,'_9k(�) °" D " . C, //��/1/2, -� Y"IOI� -- > T MIRROR Y L� ? 0�+ CY SCALE 3 l'-0" t SEAL 1 MOUNTING HEIGHT EMT COMP.STRUT(SIZED PER CHART ANCHOR TO TOP OF STEEL FRAMING OR PANEL POINT OF CONSULTANT: OF EMERGENCY LICsN7S BELOW)TIGHT TO STRUCTURE ABOVE. TOP CHORD OF JOISTS IS 9'-0",TYP. COMPRESSION STRUT REQ'D.AT EACH SEISMIC RESTRAINT 12'-0" O.C. EACH 8 GA.VERTICAL HANGER WIRE WAY EMT SLEEVE TO ACCOMMODATE STRUT -_ - - - - - - - - - - SUSPENSION SYSTEM FOR GYPSUM o J - - - __vi.. - -- � j Z DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK NUT AFTER BOARD CEILING AS MANUFACTURED I a /� j /il4r/I'r 4rN—r4r. /.r ����//L.r�h�/l�r/d�ciry��/Arr/blAV t(� /� J/ 7= - - _ _, """ - _ - `" _ ,/7"✓ - BY USG INTERIORS - DONN RIGID =a� S CEILING IS LEVELED � "X" I TT 41111110# VIM, / I / EMI 0 EMI V / ; MAIN TEE,HEAVY DUTY % 7 - `- '+ 15/16"(USG#RMX12) '/i/// 6,-@" `r 6'-@" LI2 1 r TRACK LENGTH r r TRACK LENGTH / �� • -- EM2 ---- 1 EMSI/1 00 4 DGA SPLAY WIRES AT 45? O O O O � O O O O % I O'7B/7HB _ \� O TB/T1-18- I ` I ex o O ✓ CCTv I TYPE"X"GYP. BOARD WITH TAPED ` ,..__ JOINTS SANDED SMOOTH n / 1 1/2"CROSS CHANNEL HEAVY DUTY(USG#RCX4) I ( ` ' O 01 krill /////////// .I LAY-IN LIGHT FIXTURE (TYP) SUSPENDED DRYWALL CEILING 1 O 0 O 2'-8" 2'-8" 1@" 5'-2" % LI2ML M' �� `�►' - r • � *APPLICABLE TO ALL NEW CEILING CONSTRUCTION AND ALL NEW LIGHTING IN CEILINGS t ' I 0? 0 OT '--./ DRILL 5/32"HOLE FOR 1/8" BOLT AND LOCK NUT AFTER 8 GA. HANGER WIRE. ARCiHITECiT: / I CEILING IS LEVELED m m O O mi O 0 ili-1 % Aj MOUNTING WEIGHT 3/4" E.M.T. COMPRESSION STRUT AT EACH SEISMIC I ' rt u j Y OF EMERGENCY LIGHTS AT Z ABOVE CONNECTION 4'-0" O.C. EACH WAY TIGHT TO STRUCTURE O O / STOCKROOM (S 9-4 GC 4 DGA SPLAY WIRES AT 45° g dC IIV 11 ! TO ENSURE VISIBILITY,TYP. ,! EMT NOTCH INTO MAIN RUNNER OIlitit _ I(f CC/ EM2 O O / LI2 % it SEISMIC LOCKING PIN CORTLAND ^v y�-r O i CCTV I 6l ,NW O; ILIJ 0 \\ \\ I\ \� I 4MAX MAIN RUNNER TOILET ROOM . SAFETY SAFETYR C H I T E\ - / \ EMEENCY LIGHT At 7 -4° 1MI 2 EA. AT OPPOSITE ENDS OF FLUORESCENT FIXTURES II O O ( O O O O O O W�i T �^ ACCESS PANEL G @ TR M % j ~ LIGHTING ING FIXTURES CROSS TEE 1 EA. INCANDESCENT FIXTURES 711 N. FIELDER RD. FOR ILLUMINATED EMS / +r. TV CN C4 CCTV BLADE SIGN ` — –�' SUSPENDED CEILING BRACING 4'-0"O.C. FOR LIGHT TRACKS ARLINGTON, TX 76012 COORDINATTEE I �'" Oa LI2 \` j'� CENTER LIGHT FIXTURE AS COMPRESSION PIPE STRUT PH: (817) 635-5696 Or . f w f t� SHOWN WITH SIGN u w / FAX (817) 635-5699 O� 1 / �` GENERAL NOTES: I SIZE MAX HEIGHT VENDOR ON-SITE . I I i<1 N } rR d7 ` These drawings are instruments of the Architect's service and are the `' - property of the Architect.They shall not be reproduced or used in any way, 3' W/7HW " TW/TI-1W �, ///iii/i///i/iiir�i//ice/ /�l 1. VERTICAL STRUT:A STRUT FASTENED SO THE MAIN RUNNER SHALL BE EXTENDED TO AND I X 22 GA. 1/2" 3'-0" ui / whatsoever,without the written permission of the Architect.0 2017 / a O O n a__ _ a a_ �, • �_ 0� / ' FASTENED TO THE STRUCTURAL MEMBER SUPPORTING THE ROOF OR FLOOR ABOVE. THE ____ :d - �'/ U////. - STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPRESSION INDUCED BY THE X 22 GA. 3/4" 4'-3" LIGHTS LOCATED AS PER BRACING WIRES. 1" X 20 GA. 5'-0" / -- STOREFRONT SECTIONS. 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12%0" OR UNDER IN BOTH ILLUMINATED--"" TRACK HEADS TO BE DIRECTIONS WITH THE POINT WITHIN 6%0" FROM EACH WALL: BLADE SIGN. 10'-81" 1@'-81" X 20 GA. 1 1/4" 7'-0'1 2 EQ. EQ. 2 ANGLED DOWN SO LIGHTS SEE A30 TRACK FULL LENGTH WINDOW rr rr TRACK FULL LENGTH fo WINDOW DO NOT SWINE TOWARD U.B.C.STANDARD INSTALLATION PER 4917 2418 I X 20 GA. 1 1/2" 8'-6" SECURITY (CCTV) � BACK OF STOREFRONT,TYP FOR MORE INFO. MOTION DETECTOR(MD)SEE NOTE: --I _ 2"X 20 GA. 11'-6" SEE A6.0 CAMERA A6.0 FOR MORE INFO. SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP RIVETS, LINE OF SOFFIT SCREWS, PIN PLATES WITH BENT TABS OR OTHER APPROVED CONNECTIONS FOR 2X DESIGN LEAD OR ULTIMATE AXIAL TENSION OR X 18 GA.2 1/2" 14'-6" COMPRESSION(MINIMUM 60 LBS.)OR CROSS FURRING SHALL BE SECURELY ATTACHED TO THE MAIN RUNNER BY SADDLE,TYING WITH - TRACK MOUNTED DIRECTLY TO NOT LESS THAN ONE STRAND OF NO.8 US GAUGE TIE WIRE OR TWO STRANDS OF NO.8 US GAUGE TIE WIRE OR APPROVED 3" X 18 GA. 17'-3" THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS STOREFRONT MULLION AND EQUIVALENT ATTACHMENT,RUNNERS,AND FURRING.THE MAIN RUNNER AND CROSS FURRING SHALL NOT BE LESS THAN THE SIZE SET WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO INF SHOPPER TRACKER( FORTH IN TABLE 47-A EXCEPT THAT THE OTHER STEEL SECTIONS OF OF EQUIVALENT STRENGTH MAY BE SUBSTITUTED FOR THOSE SET n CENTERED ON WINDOW • SEE X 16 GA. 3 1/2 23-3 SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR STOREFRONT SECTIONS TYP SEE A6 0 FOR MORE NFO. FORTH IN THIS TABLE. HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. Ed LIGHTING PLAN cEI1L.II-NG DETAIL. SCALE: iJ4".1`-0' DATE: ISSUE G EN ER jL L NOTES 04/24/17 TUMI '10% REVIEW SET J"'` 04126/17 LANDLORD SET 1, TENANT GENERAL CONTRACTOR TO ALERT TUMI PROJECT MANAGER IMMEDIATELY AFTER DEMOLITION,IF SPECIFIED CEILING HEIGHTS CANNOT 05/02/17 REVISION 1 - PERMIT SET BE ACHIEVED FOR ANY REASON. 2'-0" (UN.OJ 2. ALL DIMENSIONS ARE TO THE CENTER LINE OF EACH FIXTURE (LIGHT t 3" 1'-6" 3" FIXTURE,DIFFUSER,SPEAKER,EMERGENCY LIGHT FIXTURE,ETC),TYPICAL. y / f / 3. T.G.C.IS RESPONSIBLE FOR PATCHING 4 REPAIRING ALL FIREPROOFING 6 -I DECK AND COLUMNS AS REQUIRED DUE TO PRIOR TENANT CONSTRUCTION AND/OR DUE TO ANY NEW DEMOLITION OR NEW CONSTRUCTION TO MEET BOTH LANDLORD AND BUILDING DEPARTMENT REQUIREMENTS. 4. 7 .C. IS RESPONSIBLE FOR INSTALLATION OF SPEAKER HIRE.ONE RUN =n FOR EACH SPEAKER TO SUB AND ONE RUN FROM SUB TO TELCO PANEL IN STOCK AREA. 5. TG.C.TO COORDINATE ACCESS PANEL LOCATION AND REQUIREMENTS ; - - - -- WITH LANDLORD. /� 6. PROVIDE ACCESS TO ANY LANDLORD EQUIPMENT,VALVES,DAMPERS, 1 CLEANOUTS,JUNCTION BOXES,ETC.LOCATED ABOVE GYPSUM BOARD I CEILING AREAS AS REQUIRED.VERIFY WITH THE MALL REPRESENTATIVE R- 1-1/2" 1 PRIOR TO START OF WORK 1. REFER TO SHEET 46.0 FOR LOW VOLTAGE WIRING PLAN AND REQUIREMENTS. ; i L.I&HTING LEGEND DATE: No. REVISIONS / BY: TYPE SYMBOL I LAMPS MANUFACTURER DESCRIPTION I VOLTS WATTS i LOCATION/REMARKS 3B Azo ! PROJECT: _ 1 STOCKROOM/ RESTROOM - SURFACE L4 I 1 LED STRIP CREE LED STRIP FIXTURE, 3500K 120 44 MOUNT WHEN GYP. CEILING USED± CHAIN 'l 1" X 19/16" X 1" L54-40L-35K-10V HUNG IN OPEN CEILING N 18" X IS" ACCESS PANEL KNURLED CHANNEL ) --- BY INTER FORMS MODEL j MOLDING ' I LOCATION: YNASHINGTON SQUARE _iliAP18xi8 9585 SYN YNASH INGTON SQUARE RD SUPPORT CHANNEL L8W AIII "m's' ! a x! Al a 4 ��� i /1- `0er `.- �' ►!I /�M,t!47"14 ifr'l 2 •T1' v!f ..G —'I /. / I _�-- _ ��rrso�©�rs� Al 1 ; jLPORTLAND, OR 97223 s?:i GE LIGHTING 2 X 2 RECESSED TROFFER, WHITE FINISH STOCKROOM/RESTROOM WHEN A.G.T. 01 1 SPACE J02 L12 •:�i::= LED 50W 120 50I M�=" ET-22-A2-O-A-y-WHITE 35@(1�K CEILING USED PANEL FRAME 3" - O I CD PROJECT NO. DRAWN BY: (1)22W LED LR38 SOLA€s - _ __-_ I I + I WIDE ON ALL (4) ; Q 170' 1 STAFF NB OR CONTEGH LIGHTING LED TRACK LIGHT - BLACK SIDES. 1" VIOLIGHT LED LAMP 120 22 SALES AREA !N BLACK PAINTED THOUGH ; tHW C� CTL8038 g SALES / WHITE STOREFRONT .----iI SCALE: CHECKED BY: (BEAM ANGLE - TBD) - I / AS SHOIAIN STAFF CONTECH L7-2-P, LT-4-P, TW OR i 1 WHITE TRACK OR BLACK OR LT-8-P WITH LA-2-P MINI i DATE: 2',4', OR 8' WHITE TRACK OR BLACK TRACK SALES AREA TRACK �\ M 5t8 THICK Q�f�4��01�T TB (TRACK CONNECTOR AND LA-10-P I - .-- \`-T I • I ACCESS APE 4 FILL AS NECESSARY GWB CEILING WHITE LIVE END -- I PANEL DOOR FOR A SMOOTH FINISH SURFACE MOUNTED, 2-HEAD EMERGENCY BACK OF HOUSE - EQUIPPED W/90 MN. , _..__ ____ ___ ________________________ EMI LED EMERGENCY LIGHTS EXITRONIX LED-90 120 - BATTERY BACK-UP.MOUNT AT 111-0" A.FF IN UNIT I STOCKR11.MOUNT JUST BELOW CLG IN T.R _ / $ / EM2 25W SUPER FLUX ISOLITE - CONCEALED EMERGENCY LIGHT FIXTURE TO 1 12@ - SALES AREA - EQUIPPED W/9@ MIN. \ ` MINIMUM (2)LAMPS MIGN 25 LG UN TD 1 BE DEPLOYED ON LOSS OF POWER I BATTERY BACK-UP EM3 ® LED EXITRONIC 6900 SERIES CEILING MOUNTED, SELF-POWERED RED 120 - SALES AREA - EQUIPPED W/90 MIN. 5902-WB-SR-RC-WH LED EDGE-LIT EXIT SIGN BATTERY BACK-UP. RECESSED IN CLC. ENLARGED SECTION PETAL - i SCALE: 6"= 1'- 0„ I WALL-MOUNTED,2-HEAD EMERGENCY UNIT I I STOCK ROOM EXIT/EMERGENCY COMBO ENLARGED PLAN DETAIL EMS � �`�? LED IX€TRONIX VIED-U-WB-WH-El40 120 - ' LIGHT.MOUNT AT 9'-0"A.F.F. IN STOCKRM SCALE` 3 i'- 0° 1" X 19/16" X I" 1 DRAWING NAME:LIGHTING { WITH SELF-POWERED RED LED EXIT SIGN KNURLED CHANNEL 3C� 1_;, "� MOLDI 5/8" THICK A2.0 Mme• / FLAN $ DETAILS GWB TAPE E FILL NECESSARY „ N CEILING FORA SMOOTH{FINISH I X 1 9/16 X € SUPPORT C:41.--wiNNEL DRAWING NO. KNURLED CHANNEL MOLDI PANEL FRAME 3" WIDE _ E, PANEL FRAME 3" WIDE ON ALL (4)SIDES. _ A2 .0`--o o 7 II _ ( ON ALL (4)SIDES. )__ 11 0o ,„ .,.. . .._. ., .... . „.....A.... ., ACCESS PANEL DOOR 5/8" TI-TICK . $„ r _„ I'-6" 3" GWB CEILING 'S°1-ED 4 ; NI MINIMUM TAPE 4 FILL AS NECESSARY '' ED ENLARGED SECTION DETAIL 3A FOR A SMOOTH FINISH ] CORTiANO :OR AN SCALE: 3 I'- 0" 42.0 +�-r e y ' ' r ARLINGTON,TEXAS • p--1 ACCESS PANEL PETALS --v SCALE: AS NOTED °Er' SEAL CONSULTANT: 1 , / , 1 EQ. EQ. r• N SALES AREA STOCK AREA CLG-1 CLG-2 10'-0" 12'-0„ /3 ) GYP. ACT E] J- - - - ' - - - + ? 1 ,' a -,,, 7LL — ////// _ — — 1/7%/ CC-TT �7 N�'f OGTV % ^/ \ y I % %ft / / • g . , 8 I ARCHITECT: /iii S'-2" `- 6'-112" 6 -0" 6'-112" 5 -2 -_ ti ` / / TROUGH � � TROUGH � / �y 0 :�" - -__�_� ---___- ��� \ � I o /--- M - _--J------ - { \ 1111 ® e/ } % FINISHED CEILING e L PT-I $SEE RCP LC kV I PT-4-1 / CCTV I � "`-- `,`-,. I e - 1 - �■■� U - j I 5/8" GYP, USG CEILING 10" SEE PLAN FOR DIMS N / � \ '� - I j SYSTEM. REFER TO 2/A2.0 CORTLAND EQ EQ EQ EQ EQ EQ / G.G. TO PAINT INSIDE THB/THW LIGHT SEE 42.0 M 0 R G A N S� •( f / / ,rTROUGH BLACK< PT-4 > FOR SPECIFICATIONS ARCHITECT x I C I INC= COV "ETA! N SCALE: 3" = l'-0" 71 1 N. FIELDER RD. I �-PT-4 e PT-4-� / Q / ARLINGTON, TX 76012 L P7-1 PH: (817) 635-5696 e I I e j ¶ FAX: (817) 635-5699 I CC i / % These drawings are instruments of the Architect's service and are the j O property of the Architect.They shall not be reproduced or used in any way, — I I — — / CCTV I whatsoever,without the written permission of the Architect.©2017 e col / \ N \ \ PT-4- / \ • j \ TR MD .,.. 1 L PT-I O O % , CCTV CCTV / 1 /////i / \ I ,. i - 7 _ 5 / \ I , •' �� / '.4' �_ J PT-{ 7 e G J e PT-I 7 / THE GENERAL CONTRACTOR AND/OR ALL SUES-CONTRACTORS �� �///////////////'//////// WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO ♦ / SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR - _ F1��` ----"d ' ///Til 1/// / — HI5 REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. STOREFRONT TOILET ROOM CLG-I CLG-2 If'-3 1/2" 6-0" DATE: ISSUE 2 I GYP. ACT A3.1 A3.1 04/24/11 TUMI 10% REVIEW 5ET 04/26/11 LANDLORD 5ET 05/02/11 REVISION 1 - PERMIT 5ET (ii SCALE: 14':1'-0GTED CEILING PLAN NOT1, USED SPRINKLER NOTES: I. SPRINKLER SYSTEM MAINS TO REMAIN AS IS. HEAD LOCATIONS TO MATCH NEW CEILING LAYOUT AS REQUIRED.SPRINKLER LAYOUT IS APPROXIMATE AND FOR BIDDING PURPOSES ONLY. THE G.G.'S SPRINKLER CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO THE INSTALLATION AND/OR RELOCATION OF SPRINKLER HEADS,SHALL SUBMIT TO LANDLORD FOR APPROVAL AND PERMIT: • SPRINKLER DRAWINGS DATE: No. REVISIONS / BY: • HYDRAULIC CALCULATIONS • HANGER DETAILS PROJECT: • PIPE CONNECTION DETAILS • SPRINKLER HEAD CUT SHEETS 1-- 11111U NA I • ANY OTHER INFORMATION OR MATERIALS REQUIRED BY OWNER,LANDLORD, AND FIRE MARSHALL 2. HYDRAULIC CALCULATIONS SHALL INCLUDE A (10)PSIG MARGIN OF SAFETY BETWEEN THE FLOW AND PRESSURE REQUIRED FOR SYSTEM OPERATION AND THE AVAILABLE PRESSURE FLOW, AND SHOULD INCLUDE LOSSES THROUGH WATER-SERVICE PIPING, LOCATION: WASHINGTON SQUARE VALVES 4 BACKFLOW PROTECTION. (1585 51^1WASHINC-'TON SQUARE RP 3. HYDRAULIC CALCULATIONS FOR WET PIPE SPRINKLER SYSTEMS SHALL BE PREPARED USING A WATER DENSITY OF 0.19 GPM/SF PORTLAND, OR q-7223 USING A REMOTE AREA OF 2000 SF PLUS A 500 GPM HOSE STREAM ALLOWANCE.VERIFY W/LANDLORD. �.�PAGE *t...102 PROJECT NO. DRAWN BY: 4. HYDRAULIC CALCULATIONS FOR DRY PIPE 4 PRE-ACTION SPRINKLER SYSTEMS SHALL BE PREPARED USING A WATER DENSITY 170G1 STAFF OF 0.19 GPM/SF USING A REMOTE AREA OF 2600 SF PLUS A 500 GPM HOSE STREAM ALLOWANCE. VERIFY W/ LANDLORD. SCALE: CHECKED BY: 5. IF NONE EXIST,A SPRINKLER VALVE MUST BE INSTALLED ON THE SPRINKLER SYSTEM IN ORDER TO ISOLATE THE SPACE PER AS ��� � -i-AFF NATIONAL BUILDING CODE 402.9. A TAMPER SWITCH MUST BE INCLUDED WITH THE VALVE. DATE: 6. SPRINKLER SHOP DRAWINGS TO INCLUDE 6 SETS OF: 6.1. SIGNED/SEALED FULL SIZE SPRINKLER SHOP DRAWINGS EXTG. STEEL DECK O'4/."'G4/201 1 62. SIGNED/SEALED CALCULATIONS FOR ANY NET CHANGE OF FIVE OR MORE HEADS,TEN OR MORE PIPE JOINTS OR TWENTY �.r � '� "� '� I /ABOVE FEET OR MORE OF PIPE I 63. SPRINKLER HEAD CUT SHEETS I MECHANICALLY 6.4. PIPE MATERIAL SCHEDULE A2.1 I ``--- 3 TURNS MIN.TYP. 6.5. ROOM NUMBERS AND BUILDING NUMBERS MUST BE INCLUDED ON SHOP DRAWINGS I FASTEN HANGER 6.6. OVERALL DIMENSIONS OF THE SPACE MUST BE SHOWN ON SHOP DRAWINGS. I I WIRE TO DECK WITH , I NON-SELF TAPING I 1. IF AN EXISTING AUTOMATIC SPRINKLER SYSTEM IS ALTERED WITH THE ADDITION, REDUCTION OR REPLACEMENT OF FIVE OR I SCREWS " UNISTRUT CHANNELS -f--- , MORE SPRINKLER HEADS, 10 OR MORE PIPE JOINTS,OR MORE THAN 20' OF PIPE,A HYDROSTATIC TEST ON THE SYSTEM SHALL _ _ - f'�#P1001 @ 48"0.C. FOR BE PERFORMED BY THE SPRINKLER CONTRACTOR PRIOR TO THE FINAL ACCEPTANCE. t 4 EQUIPMENT EXTG. METAL DECKING-DO NOT 'T�'`'�—I r"--'' ` A PENETRATE OR ANCHOR TO DECK DRAWING NAME: 1 a SPRINKLER WORKING PRESSURE IS 100+PSI ` — i r:SPRINKLER C OF EXISTING AIRPORT STEEL BEAMS - REFLECTED CEI L•IN V LEGEND CEILING LEGEND ( i 1 VERIFY IN FIELD FOR EXACT LOCATIONS PLAN $ DETAILS GEILIN I 12 GA.HANGER WIRE @ DRAWING NO. SYMBOL DESCRIPTION KEY DESCRIPTION < 4'-0"O.C.TYP. RE-USE , m NEW SUSPENDED DRYWALL CEILING SYSTEM BY ARMSTRONG OR APPROVED EXISTING WIRES/DECK , BOTTOM BEAM EQUAL. PROVIDE i 2"X1 2" DRYWALL MAIN TEE @ 4'-O"O.C.W/ 12 GA. HANGERS WHERE ( _... ___ FLANGE V.I.F. i AVAILABLrlj 4,:Lt;5" CORTLAND MORGA,., • 1 CLG-i I HANGER WIRE @ 4'-0"O.C.IN BOTH DIRECTIONS. PROVIDE 15�b"X ill" DRYWALL P1001 UNISTRUT SUPPORT. III'VIII SUPPLY AIR DIFFUSER I CROSS TEES @ 2'-O"O.C.WITH PERIMETER CHANNEL MOLDING. FINISH WITH$" CEILING SYSTEM CHANNEL @48"O.C. (TYP.) I TYPE'X' GYP. BD. REFER TO DETAIL 3/A2.O FOR MORE INFORMATION. MAIN T 3/8"HEX NUTS / RETURN AIR GRILLE 1 ARMSTRONG-#756,2X2 WHITE,FISSURED SQUARE LAY-IN CEILING TILE WITH I BEAM CLAMP# PS2656-T2-6" PRELUDE 15/i 6",WHITE EXPOSED"TEE"GRID SUSPENSION SYSTEM. CEILING • VARIES U-BOLT BEAM CLAMP W/HOOK TOILET ROOM EXHAUST FAN CLG-2 ASSEMBLY.(PROVIDE HOLD DOWN CLIPS ON LAY-IN CEILINGS).SUPPORT AS PER SEE CEILING FLAN C, , e RECESSED SPRINKLER HEAD I MANUFACTURER'S REQUIREMENTS. I I I G R ! Aa :r., Q SEMI-RECESSED SPRINKLER HEAD CLG-3 I.. A S I A T r': �ZIiiGTO;`�,TEXAS ,� //:) • EXPOSED SPRINKLER HEAD CLG-4 •• E 4 UN I" ATTACHM NT • TAI 4211Uhl ISTRUT ATTAGI it!- I ENT L/ETA L C►J SCALE: P' = 1` 0" SCALE: }1t2" = 1`-f0° -.`of _, SEAL . GYPSUM WALL COMPOSITE CONSULTANT: BOARD, PRIME WALL 1 1-\'1 METAL PANEL / / • •, „. r.SURFACE TO j RADIUS COMPOSITE ',..;'•t: RECEIVE COMPOSITE \\ PANEL NO MORE :i`'. ' METAL PANEL FINISH THAN 1/8" (TYPICAL) / O vHIB TAPE, REFER TO ;4000CLEAR ANODIZED PANEL I0„1 ALUMINUM FLAT STOCK \� O MANUFACTURERS I 1p GYPSUM WALL INSTALLATION ` ' METALOPANEL REQUIREMENTS I O J SITE .'.rx'•. BOARD, PRIME WALL 1/2 F.R. PLYWOOD METAL STUD SURFACE TO RECEIVE COMPOSITE PAINTED BLACK COMPOSITE METAL \\• � METAL PANEL yHB TAPE, REFER TO GYPSUM WALL I q� SEAMS PANEL FINISH \\S .... ~ 1 �� c4 PANEL MANUFACTURERS PR ME `� 1 PRIME WALL -„, `: ALU-W I u1 INSTALLATION SURFACE TO �:, ::,: � REQUIREMENTS RECEIVE VHB TAPE, REFER t0 \\-,- ,\,,,_ FR BLOCKING 0 O COMPOSITE PANEL 5/8 GWB OVER 2 I/2", 1 A �� AL(GN ME AL STUD METAL PANEL MANUFACTURERS 20 GA T 1 FINISH! INSTALLATION _ ,� � rti r f� i • 1 _r/ // I/ /! II „ �'�<'�%4%%%<<%� ' REQUIREMENTS � \, � . .. . ': ; 3/� CHANNEL VHB TAPE, REFER TO RADIUS CORNER (NO MORE \\ �-1. �' THAN 1/8."), NO VERTICAL , PANEL CHANNEL FOR MONOLITHIC RADIUS COMPOSITE COMPOSITE r GLAZING CHANNEL ARCHITECT: MANUFACTURERS APPEARANCE PANEL NO MORE METAL PANEL GYPSUM WALL j / INSTALLATION THAN I/8" (TYPICAL) BOARD, PRIME / ' ' / / LEASE LINE REQUIREMENTS , WALL SURFACE TO II ��� - C IM DETAIL '� OUTSIDE CORNER DETAIL. LED L_ IG -IT EOX RECEIAE \\ 1,.: , ,, <, 1 . � COMPOSITE METAL 1/1-15 TAPE, : ,,,�� PANEL FINISH REFER TO A • I 4 ��, PANEL YHB TAPE, REFER TO I �, MANUFACTURERS . ....`'. GYPSUM WALL j PANEL MANUFACTURERS ! INSTALLATION __.> ;. C O R T L A N D BOARD, PRIME , ' COMPOSITE INSTALLATION / / WALL, PRIME WALL REQUIREMENTS PT-1 M Q R G A N WALL SURFACE TO METAL PANEL REQUIREMENTS I SURFACE To - 5/8" TYPE x GWB ARCHITECT RECEIVE !� 0 RECEIVE RADIUS :0:'-‘,:;‘• COMPOSITE METAL ---,�/;; / %; T — � COMPOSITE METAL 11 COMPOSITE 5/8" FR PLYWOOD OYER /// /f r% 2 1/2", 20 GA METAL STUD 711 N. FIELDER RD. PANEL FINISH ;, 1g1-----------__------- 1 '//i////,----�_� PANEL FINISH PANEL NO i . ` '` MORE THAN VHB TAPE, REFERI� 3�# I/8" (TYPICAL) ,� CLEAR ANODIZED COMPOSITE X w, MALL NEUTRAL CHANNEL. ARLINGTON, TX 76012 TO PANEL �\ ALUMINUM FLAT STOCK METAL PANEL Z I SEE DETAIL '1/A3.0 PH: (817) 635-5696 MANUFACTURERS �\\ RADIUS COMPOSITE -.1i =� FAX: (817) 635-5699 INSTAL L ATEQUIREME TS I PANEL NO MORE Lu 1 / € These drawings are instruments of the Architect's service and are the REQUIREMENTSFINISH FLOOR {}'-� ,(,X,i� property of the Architect.They shall not be reproduced or used in any way, THAN 1J8" (TYPICAL) I — L \ f T i./U L �! ,� whatsoever,without the written permission of the Architect.0 2017 COMPOSITE METAL PANEL lli i ����.../// SCALE:6" i'-0" A DETAIL ' INSIDE CORNER DETAIL. e NEUTRAL CI-I4NNEL_ DETAIL_ EASE 6 METAL 'ANL PETALS ; SCALE: I'-0" * I'-0" ��✓uL.. .-...--.._.ruu�vU�+,.✓` ✓uuu ../N....'s.✓ ..r��u✓UU�.../v���`.-rti.rVt/✓u��TUN,✓N.../uu *•••• •••,'.........,'......../ .,./N.-/u����..... .....'�/✓u�u�...i,.....+�/t../�� THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO 5/8" TYPE X GWB SCALE SUCH INFORMATION MUT TO CONTACT THE ARCHITECT OR TYP 12 GA VERT HANG TYP 12 GA VERT HANG .'`;�. H15 REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH WIRE 48 EA WAY WJ WIRE a 48 EA. WAY WJ MEASUREMENTS DO NOT APPEAR CORRECT ADD UP PROPERLY MIN 3 TIGHT TURNS NIB" �/ MIN 3 TIGHT TURNS IN 15" \ ' BOTH ENDS OF WIRE. % BOTH ENDS OF WIRE. Fe OR SCALE CORRECTLY TO THE INDICATED SIZE. SEE 2/A2.0 i' SEE 2/A2.0 DATE: ISSUE 3 5/8" X 18 GA.M7L 3 5/8" X 18"GA M1L / '..;y+ o �// 04/24/1 1 TUM( c{0/o REVIEW SET FRAMING 16 O.G.TO �\ FRAMING 16 O.G.TO 5!8"FR PLYWOO D „3 STRUCTURE ABOVE • STRUCTURE ABOVE 2 1/2",20 GA METAL STUD 04/2b/1"J LANDLORD 5ET (TYP.) 1 ® (TYP.) cc) D OVER 1 \/ fi OP-CuT POP CUT , 3 5/8" X 20GA. • • •- 3 5/8" X 20GA T �� \ j <PT-1 -..- SMT-3> DIAGONAL BRACING * kw Ar : / • • SIS" O.C.(TIP.) ► DIAGONAL BRACING � • AM® ,` ► t- r 45/02/17 REVISION 1 - PERMIT 5ET ��j� '�I 1m1 r DOR PIVOT R O A.---- e 14° = Q ::::, SHEET 4501) II "8 SCREWS 16" OG °8 SCREWS 16" OC--�_ GLAZING CHANNEL cv U XII N U W rl ll !/ // r/ // J/ � E I- L'4 19 k ii -3 /2 A.F.F. 1. 3 1/2 AFF. -� ,k _ CE IL INC —'-"� 1 CEILING "`� - ir TYP 12 GA WIRE. " TYP 12 GA WIRE. 3 SEE 2/42.0 _ � I '., SEE 2/A2.0 *itiPo'" A3.1hla' m" A,F_. , -- _=J (/ L$ ' O" A.F.F. _- A' o DATE: NO. REVISIONS / BY: Y CEILING _ sn - CEILINCx z = USG SUSPENDED v m USG SUSPENDED - z PR0.IECT: CEILING SYSTEM. M . 1 CEILING SYSTEM. �; I(-n I STOREFRONT POORS REFER TO 2442.0 FOR I 1 REFER TO 2/A2.0DETAILS A2.1 I, I (4.� TAI @ STOREFRONT POORS WALE:ALE: 6 a r-0" 5/8" GYP.BD.CEILING i 5/8" GYRED.CEILING EXIT SIGN r LOCATION: WASHINGTON SQUARE "' !' g585 51^1WASHINGTON SQUARE RD COINER BEAD TYP t :, - ___ \ Z CORNER BEAD TIP _ I I _ PORTLAND, OR GI-7223\11 2 o -, v \ - =_ v PROJECT NO. SPACEDRAWN BY: __, 170,11 STAFF TRACK HEADS , o 43.1 < E 1/2" TEMPERED A ATTACHED TO cf, +- 3 �, STOREFRONT GLAZING SCALE: CHECKED BY: STOREFRONT MULLION z 2 1/2" X 20GA.METAL ILLUMINATED STOREFRONT \ I FREESTANDING AS SHQlr[N STAFF w STUD TO FILL OPENING SIGN WIN WHITE FACE t SS z O W/GWB BOTH SIDES SIDES TO BE FASTENED STOREFRONT ANGLED WALL + PROVIDE FR BLOCKING THROUGH GWB/STUDS AS \ m. PLATFORM DATE: BEYOND FOR SIGN SUPPORTS. PER SIGN VENDOR'S SHOP _. --- LEASELINE 04/24/201 W/ALU GRAPHIC COORDINATE DRAWINGS. (REFER TO \ < BLACK VINYL W DIMENSION 3'-09.4 X LOCATIONS W/ SIGN STOREFRONT ELEVATION FOR GLAZING STRIP(TYP,) 8'-0"H VENDOR SIZE 4 LOCATION) LEASE LINE \ flL cm r r r .S� O� .9 O r r / SALES AREA SALES AREA z-- Q r- Q r : r. i r Q I @ r �1t, r / ca / io f 2 LEASE LINE / DRAWING NAME: I/2" TEMPERED GLASSI /--.. r r r STOREFRONT SECTIONS SALES AREA DETAILS r DRAWING NO. r FREESTANDING 1/2" TEMPERED GLASS f / STOREFRONT r r PLATFORM 5 ' r f 3 . 1 r A POWER/DATA F . / r PLATFORM. SEE /./ r i i .i . .. z/- r \ SILL ANCHOR 1 1 ` • DETAIL 8/411 v�_ :1(SCA°F-DORRLITNLGATND �6" BOTTOM RAIL 6" TAPERED BOTTOM NORGAs?" vFINISHED RAIL FINISHED O 1,TEXAS +� BOTTOM PIVOT 1-111\16F 1 STOREFRONT SECTION STOREFRONT S GTION 0 I► " Al © G - IVIG SAS 7 Q 4oi – SCALE:3/4 ■ 1-0 SCALE:3/4 ■ i-0 SCALE: 6 a 1-0 I �16 SEAL • l CONSULTANT: II'-31/2" AFF. 11'-31/2" AFF. - - - - - ` - - - - - - - - - - - - - - - - - - - f` 5/0 SOFFIT "Y UIS BULKWEAD 10'-0" AFF. 4 10'-0" AFF. I PT-2; { SALES CEILING SALES CLG <P1-2> -VINYL GRAPWIG BY TUM1-� <PT-2> <PT-2> P ,/ \' `� bQ� T.O.PERIMETER T.O.AL SPERIMETER r-r 11 \ r "6r - t.--- ' _ ' - liki 11.,...1 . --, / \ - - , —1- 110-PDN 110-PDN 110-PDW = PERIMETER II 1I 1 I 10-PDW-ILLU / \ .110-PDN-ILLUM, GRAPHIC ON FIXTURES �II / V I =_ _ /<MR-I j ANGLED PANEL ARE 1" OFF THE 1i / -4 irr11 -1 THIGH WALL TYP ---;--1 - \ / `I //- I 1 HIGW N I I \ / FREESTANDING FREESTANDING \ I I \/,�j � - -- - I - I 1 STOREFRONT STOREFRONT �{1 Ti � � � •i I� •) I , PLATFORM I II \ / , \ PLATFORM f I \ / /---- I v I _1 _ _ _ _ 1 t 1 \ — l I ri 1, 0,..0t0 AL 0'-0" — u l I - MIRROR ON THE <-5-1 > f1- 2" TYP. I" K B-I > < B-1? FINISHED FLR ' FINISHED FLR NOT USED DOOR SUPPLIED BY GC. _,1,-.2" END TYP. BENEATH ALU . ADD METAL TRIM ALL AROUND FROSTED VINYL PANEL ARCH ITEGT: "PUSW" - INTERIOR ELEVATION - INTERIOR ELEVATION j INTERIOR ELEVATION C IIV _ ,/ SCALE: 1/4' = l'-0" SCALE: 1/4' = 1'-0" SCALE I/4' = IO" - CORTLAND 12"NON-ILLUMINATED POLISWED NICKEL LOGO* BY MORGAN MILLWORK VENDOR ARCHITECT 4. 11'-3 1/2" AFF. 1 5 6 /S SOFFIT _ ' A4.0 A4.0 A4.0 AL 10'-0"AFF, AL 10'-0" A.F.F. SALES CEILING SALES CLG '77-7-1 -177110"-'-''-'-' .--VINYL GRAPWIC BY TUMI_/ on-2> ll�i 1 1 ��p 5 1��I' 'I <PT-2> 71 1 N. FIELDER RD, -ALIGN I I,I III I1 'I Ili �; I: III SII 1' 1 I1 1 ARLINGTON, TX 76012 " III IN• t' <PT-2> <PT-2><PT-2> " (1i I! III III I'il '�I (`(` ; { if�; I.II {' ( ;j 8-0 AFF _ sL 8-0 AFF. I' 'I I' Ill 111 ,`i' I' I' _I i' 1 `I' {I 1� � .�I PH: (817) 635-5696 T.O.PERIMETER T.O.PERIMETER _ '� FAX (817) 635-5699 SII 1 1U.L III I 11 j I I II�1 I .alp I 17:-.., . IH'I 1 I IMI II 1 III 1 1 - I t.i, •!;71,�d`���NI �I�4 5�ia! -n ���-,q�-���6�9 1a ��ik'����-� 6 ;�. — T 11'il 1iV II; III' II�` ,(, i'{ ,p 11 1; 1111 III I f I II, I{ ' III' i11 These drawings are instruments of the Architect's service and are the _ 110-PDN 110-POW 110-PDN I 110 PDN PERIMETER — I 'I property of the Architect.They shall not be reproduced or used in any way, whatsoever,without the writtenpermission of the Architect.''2017 FIXTURES I �I , 1 ' i�l j Ill �` 1I III 111III I 11 er e Q F GRAPHIC ON - WALL F , ` LED m 11 II I I 1 I 11{. I 1 III' i I I' 111 III `111 i, I 11 ANGLED PANEL I I ARE 1 OFF TWE TOUGW II I) i� 111 11 li " I I II ! { I1: 1iI SII II _ SCREEN I ,1,- �, ,{ I m !, THIGH 1 MIRROR SUPPLIED 4r- 1, � 01 RGW L3- A 10 y O 'E -,-7---7'...'7,,�I' III{ 11' I I Li 1'` Ii II r FREESTANDING BY GG* ADD 55 TV Ir ,ili iiII STOREFRONT j - TRIM ALL AROUND I I ill I1 I!I I I { III ,F ,�l �1I I IIS, �l I �_ PLATFOIZ�9 I I P 1 III i II 111 1 I II II 11' II11411III III II I ��� I j• i I i III II III 1 �� 11 11 1.1 I 1,1 II 1 i II ,il III. !III �i b bk�I�l a M WN`:.,1 1 <MR I> . hI I'i �„ i� I Hir It I'h'r { .. < R' I �' �� f, IIINOT USED m'-D" �' t 15 ri -(I �', a (lJ'-0tt I 1 FINISHED FLR < B-I> ,----I" 2" TYP. < B-I > FINISHED FLR < B_I > EQ EQ c3' < B-I> 3" 2'-9" < 15-I > BENEATW ALU TYP. END P L / 2 'g s THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS T f"� \/ �'"} N WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO INTERIOR ELEVATION _ 4INTERIOR ELEVATION L.A 1N 1 ERIVR L• VY ATION SCALE SUCH INFORMATION BUT TO CONTACT TWE ARCHITECT OR r � HIS REPRESENTATIVE REGARDING MEASUREMENTS. 1F SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY SCALE: 1/4' a 1'-0" .,_____,/ SCALE: 1/4' * I'-0" SCALE: 1/4' = I'-0" OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE: ISSUE 04/24/11 TUMI ‘10%a REVIEW SET GC TO CONFIRM HEIGHTS W/MILL WORK SHOP 04/26/11 LANDLORD 5ET DRAWINGS VERIFY ALL DIMENSIONS SEE AI.0 05/02/11 REVISION 1 - PERMIT 5ET 3-5/8" 20 GA METAL WITH MILLWORK SHOP / / / / / 20 GA 3 5/8 MTL STUDS 16" O.G. PLY DRAW INGS. / STUDS 16" OC i f / / 5/8" GYP. BD. COATED (2)8" IS GA METAL ° 1 J {° I TYP FRAMING // WITW GOOD QUALITY STUDS WITH I/2" tl METAL STUD 4 GYP BD ; °L PRIMER(KILZ OR 3/S ON STOCKROOM SIDE °I 5I8 GYP SD // / APPROVED EQUAL)OVER PLYWOOD BLOCKING / / ONLY (NOTE: NOT ° °I .1 N 8" METAL STUD r 1APPLICABLE FOR / WOOD BLOCKING. ANCHORED TO BACK-TO-BACK �// // ////� CONTINUOUS S.S. 1/4" 'L' � CABINETS AT WING / BAR FASTENED AT IS" WALL WALLS) /'/ �� D.C. INTO METAL STUDS NOTE: GC TO CONFIRM HEIGHTS / WITH 11/2" FLATHEAD )1\ — 3 WI MILLWORK SHOP DRAWINGS / / I. COUNTERSUNK SCREW. `� °� NOTE: VERIFY ALL DIMENSIONS // / TYPICAL AT ALL 4 — I / WI MILLWORK SHOP DRAWINGS / / / SIDES OF I/4 GLASS - D I J ,i, PANELS. . _ I- MTL STUD FRAMING z // / AT BASE OF WALL / al z / MIRROR MASTIC AS PER / z w / / CABINET WITH 3/d" / MFG INSTALLATION 2 Y" IS GA METAL I / o DATE: NO. REVISIONS / 33Y: o / SPECIFICATIONS FOR STUDS PLYWOOD mi-i- < \ z // z in__Jmi // SACK PAINTED GLASS 2 1/2" W IDE PLATFORM z SALES/STOCK ` ' POLISHED PROVIDE 12"x 12" 0 PROJECT: / / 1/4" MIRROR 1 E� NICKEL BY SQUARE OPENING SEE 4/A4.0 tZ BASE f! J n�j n/ MILL WORKER FOR ELECTRICAL FOR BASE WALL / /, NOTE. GG TO CONFIRM 4 1/5 2 5/S FORE5S MATERIAL. HEIGHTS W/ MILLWORK -* / SHOP DRAWINGS ///1 //7 /� TRIM. TV I 6 LOCATION: WASH I NGTON SQUARE NOTE: VERIFY ALL 3 '1585 SIN WASHINGTON SQUARE RD 3" F `� DIMENSIONS WI MILLWORK I I I LI a_ PORTLAND, OR '11223 I: 5HOP DRAWINGS ( n, z o • 1 it, o N SPACE #J02 \ \ SHELF MIRROR DETAIL SALES ' 1 C . PROJECT NO. DRAWN BY: ` �, SCALE: 3" = 1'-0" MOUNTING BRACKET- I L J� / THE BASE AT BACK WALL RECESSED CABINETS TO BE (MT-1)CLAD ill 1?Oq1 STAFF • 1 INSTALL PER V NICK I" WIGW PLYWOOD BASE. MANUFACTURER'S / SCALE: CHECKED BY: SIDE OF WOODEN FASTENING / THE BASE AT WING WALL RECESSED CABINETS TO BE(8-1)}" HIGH X 3/8" FINISH AT WALL SPECIFICATIONS. WIDE*- WALNUT WOOD BASE BY M.W.V. J .;J>rrc✓J� 1I STAFF 42" WALL MOUNTED FOR REFERENCE DATE: =�, TOUCHSCREEN 04/24/2011 (I)LAYER 3/4" INTERFACE , A ,6.., _z.AF.R PLYWOOD -____ TYfi'. VIA GAB I N T S GT ON . TAI 3'• ? (U QUAD BY G.G. SCALE: 3/4 = l'-0" ir I'-�,"" (11 DATA BY TELCO v SHELF o 1 , 11/4" __ 0 CLEAR NOLO //, - '""%1' �� SHELF PV IOPENINGNT EWWI7H / _411IIIIIMEI ���� FLAT BLACK ! i 3 DRAWING NAME: 3, PAINT I NI 3 INTERIOR ELEVATIONS t <PT-'I� X;A 1,1r-__III 3 6 FULL 5/8 MDF = II 2 A4.1 4 BLOCKING.HOLD IN m ? / �L _ 4 44.0 1/ 4 ALLSIDESFOR • fDRAINING NO. CONCEALMENT. 2 1/2" WIDE III 2 III ��,�.!I I, I 4 SAND/TAPE PRIME FOR WALL PAINT. POLISHED 2'-0 I" NICKEL BY ,1111 4 MILLWORKEA4 •0 IR i BASE PLATFORM ort: _�, ISI hI '' ',.... ...-T-...-,:;:.,,......:�fl __ __ IIII e Q.3 101/2" / L ' z , t, e .� .. 2"-4-'t ' 4 / / FURR out CORi!�11'tiUr,1o:,L,.::• W ARLINGTON,TEXAS @ FIN NALL SACT ION NOT USED (-71 lAIAL Mau T ' KIOSK r TAI 0 KEY PLAN � 0 SCALE: 3/4" = l'-0" SCALE: 1/2" = 1'-0" L SCALE: 3" = I'-0" SCALE: SEAL CONSULTANT: FLUMSIN6 FIXTURE SCHEDULE TAG DESCRIPTION 1 MANUFACTURER/MODEL NO. 1 REMARKS – LAVATORY ?OTO #LT307.8 COMMERCIAL WALL-HUNG LAVATORY; FINISH #01 T.G.0 TO PROVIDE P-TRAP,CLEAN OUT& ESCUTCHEON. = COTTON PF-1 FAUCET AMERICAN STANDARD FAUCET (H.C.)MODEL#6531.170 W/WRIST BLADE HANDLE, POP UP DRAIN PIECE&VANDAL RESISTANT. P-TRAP COVER TRUEBRO 102 E-Z(2)VALVE PIPE COVER; FINISH WHITE OR EQUAL WATER CLOSET ?OTO"DRAKE" CLOSED COUPLED TOILET MODELS#CST744S (LEFT HAND FLOOR MOUNTED PRESSURE-ASSISTED TRIP LEVER)or ST743SR (RIGHT HAND TRIP LEVER); FINISH #01 COTTON PF-2 I HORIZONTAL DISCHARGE TO BE J.R.SMITH SERIES 0115 OR APPROVED ACCESSORIES AS REQUIRED FOR COMPLETE FINISH WALL CARRIER 1 EQUAL(ADA ADJUSTABLE) INSTALLATION TOILET SEAT , TOM#SC134 COMMERCIAL SEAT& COVER;FINISH#01 COTTON ALWAYS PROVIDE NEW TOILET SEAT r ArlirrirAPAZArr .- AlArr 4pyrAirAr Ar Alyr, if ;1 lil,irT drA' Alf ire.- �i�+' wA#•i'r : .ji •l, .9 . . . { dr - ARCH ITEGT: 11 S4t,44 A i l 1 • 'Zr1 Ii Ai4e r PF-4 piu„AifaierArAPAior Arr. iprzz. * ,41,,,r-: . .z. . . ..," 1 .17/// C.-- IIM PF-5 FLOOR DRAfN ZURN MODEL 2-4538 WITH"TYPE B"STRAINER AND TRAP PRIMER 1 CONNECTION. PF-6 FLOOR CLEAN OUT JOSAM SERIES 58360 ADJUSTABLE _ CORTLAND PF-7 WALL CLEAN OUT JOSAM SERIES 58710-15 CLEAN OUT&ACCESS COVER MORGAN PF-8 INSTA-HOT/WATER A.O.SMITH DEL-6 6 GALLONS,3.0 KW,208/1/60 OR APPROVED EQUAL - REFER TO P1.0 A R C H I T E C T HEATER PLUMBING- ACCESSORY 5 �+ DUL. _ _ 2L0USEP _iNOTUSSC " SCALE: 1/4' = i'-m" 711 N. FIELDER RD. McMASTER-CARR: #2823K32 (12"VERTICAL),#2823K47(36" ARLINGTON, TX 76012 PF-9 GRAB BARS HORIZONTAL),#2823K49(48" HORIZONTAL) TYPE 304 STAINLESS STEEL,SMOOTH FINISH PH: (817) 635-5696 _ _ HOT WATER NEATER ON TYP. 9'-0" AP CL OF EMERG.LIGHT,TYP. SE FAX: (817) 635-5699 PF-10 TOILET TISSUE DISPENSER McMASTER-CARR #2863K41 STAINLESS STEEL SINGLE ROLL DISPENSER WALL MOUNTED SHELF ABOVE LIGHTING PLAN FOR QTY 4 LOCATIONS TOILETROOM These drawings are instruments of the Architect's service and are the property of the Architect.They shall not be reproduced or used in any way, PAPER TOWEL STEEL W/WHITE ENAMEL FINISH 8<SPRING ACTION 12'-0" AFF. I2'-0" AFF whatsoever,without the written permission of the Architect.0 2017 PF-11 DISPENSER MCMASTER-CARR #4501T2 ENDS U/5 STOCK CLGUFA * U/S STOCK CLG - PF-12 TOILET SEAT COVER McMASTER-CARR #2825K51 SURFACE MOUNTED,TYPE 34 STAINLESS STEEL FRAME DISPENSER PT-2 \ PF-13 MIRROR McMASTER-CARR #2869K31 SURFACE MOUNTED,TYPE 34 STAINLESS STEEL FRAMEAL, S'-9 I/2" AFF. = S'-9 1/2" AFF. <P7-2> <PT-2> EXIT • • PF-14 MOP HOLDER McMASTER-CARR #18505A71 SURFACE MOUNTED,TYPE 34 STAINLESS STEEL FRAME T.O.TOILET DECK k T.O.TOILET DECK _ _ _ _ S'-0" AFF. � S'-0" AFF. PF-15 COAT HOOKS LIBERTY #129848 SURFACE MOUNTED,OR APPROVED EQUAL T.O.TOILET CEILING T.O.TOILET CEILING 1 9 \ _ I 111 I vii \ ( KT j WHITE BOARD THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS II p K.....1 WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SEE TOILET ROOM \ I '° FIRE SCALE SUCH INFORMATION BUT TO CONTACT TWE ARCHITECT OR ti / 1-i--�—EXTINGUISHHER 1415 REPRESENTATIVE REGARDING MEASUREMENTS, IF SUC ELEVATIONS / MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY TR SIGNAGE OR SCALE CORRECTLY TO TWE INDICATED SIZE. SEE 4/A5.0 I FIXED SHELVING FIXED SHELVING \ SIDE OF / MANAGERS DESK D FLOOR el- - 0'-0" AFF. -- - . -/ I DATE: ISSUE FINISHED L R FINISHED FLOOR <B-2> <5-2> 04/24/1 1 TUMI '10% REVIEW SET <B-2> DOOR 4 JAMB 04/26/11 LANDLORD SET 0 SGHEPUL INTERIOR ELEVATION INTERIOR ELEVATION 05/02/17 REVISION 1 - PERMIT 5ET SCALE:NTS SCALE: 1/4' = 1'-0" SCALE: 1/4' = I'-0" i L\��11 / \\ \\ \-\ \ , - \ \\ \ TYP. 9'-0" AFF CL OF EMERG.LIGHT,TYP. SEEy 12'-0" AFF. LIGHTING PLAN FOR QTY 4 LOCATIONS 12'-0" AFF. U/S STOCK CLG REFER TO 3/A6.0 ELEC PANEL U/S STOCK CLG 0 \ 0 \ FOR DETAILED o TELCO \ ° ELEVATION • • REFER TO <PT-2> <PT-2> -/\ / \ -- \ <PT-2> <PT-2> <PT-2> 8'-9112" AFF. 5 /A6.0 TO.TOILET DECK V-0" AFF. \ / \ T.O.TOILET CEILING \ REFER TO SHEET E4.0 II E \/ I �\ DATE: No. REVISIONS / BY: _ FOR RISER CTRRAM I / \\ PROJECT: FOR ELECTRICALI N a o u a \ 1 PANEL,TRANSFORMER , , , , I r 3 a n SEE TOILET / AND MAIN DISC , , , , . / /////,„/ g REFER TO 5/A6 0 FOR LOCATION I I a u o \ ROOM \ \ \ \ all riU NA I MANAGER'S 4 UTILITY I I e ELEVATIONS \ ELECTRICAL REQUIREMENTS / '� \ \ \ MANAGER'S DESK __7 UTILITY DESK SIDE OF \ I I o U , 5 A4.1 1 / \ LOCATION: WASHINGTON SQUARE MANAGERS DESK — J I I � / \ (1585 SYN WASHINGTON SQUARE RD II ___Ni' 1 \ — 0'-0" AFF. 1� / PORTLAND, OR 97223 0'-0" AFF. 11 \ c i FENISWED FLOOR / AU FINISHED FLOOR <5-2> WATER COOLER <5-2> EMPLOYEE LOCKERS A 7////////////// 1 ( /"� SPADE #J02 �/ 4 PROJECT NO. ORAYAIN BY: �A / 1101 STAFF 1%F. /71 Mi SCALE: CHECKED BY: - AS SHOYIN STAFF A INTERIOR ELZVATIOM INTERIOR ELEVATION _ N ARG . TOI T ROOM P AN D a�i24�201-� N SCALE: 1/4' : -0" SCALE: 3/8' = I'-O" SCALE: 1/2' = I'-0" 6'-0" 6'-10" SHELF LENGTH / / SHELF LENGTH k 1'-3" i i S'-0" AFF. 8'-0" AFF. 8'-0" A.F.F. 8'-0" AFF. TOILET RM CEILING , ^ **TOILET RM CEILING \ OILET RM CEILING c. \ OILET RM CEILING \ \ 1 PT-3> <,P1-3> :PF-9 <PT-3> r r <PT-3> i \ <PT-3> \ II 1 I, '1 f 3S �\ I II I li (FF-I2 _ DIr.- "RiR ELEVATIONS "' I (PP.1 (PP-Il - 1 I * 132 , 9 F -9 (12F- Nj1 COAT /5 00KS 0 9 I II I I „ • DRAWING NO. co co 12 �' co J 36" WIDE \ co _ _ 1 g y — lam— PF-2 / • r v t § f� � * I A • 1 / t I \ �Y m-- `� X X cv To , Xfi,1 1 . . `� \ m � Em rtE / rte` / ,. ., 0'-0" AFF. ` 0'-0" AFF. \ — — \ \ \ 0'-0" AFF. \ N� I �, '� ,t, 0`-0" AFF. _ \ \ ..,,BD #friov. Y FINISHED FLOOR <B-2> FINISHED FLOOR <B-2> PF-2) FINISHED FLOOR < B-2> FINISHED FLOOR <PT-3> <5-2 > re, 2 x l'-6" -1 DOOR 4 JAMB CORT NO M " 17 to ARLINGTON,TEXAS 7?1 INTERIOR ELEVATION 6 INTRIOR ELEVATION '-1` INTRIOR ELEVATION 8� INTRIOR ELEVATION \,\ SCALE:3!8` - ! O \�/ SCALE: 3/8" = 1 O „______A SCALE: 3/8" • ICO" SCALE: 3/8" 2 l'.0" O � SEAL CONSULTANT: DOOR SCHEDULE DOOR DOOR DOOR FRAME SADDLE HARDWARE FIRE COMMENTS NO. TYPE SIZE THICKNESS MATERIAL JAMB MAT_ GROUP RATING (2)3'-0" W. x 8'-0" H. ? I I A MALL TO SALES (1" FOR EXT.) TEMPERED GLASS N/A N/A 2/Al.1 1 N/A NOTES*3,4, 1, 14, 16 2 B 3'-0" W. x 8'-0" W. I" SOLID WOOD DOOR 1/A5.0 N/A 3/ALl 2 N/A NOTES* I, 2,3, 1, 16 SALES TO STOCK 3 i C 3'-0" W. x 1'-0" H. 1 3/4" SOLID WOOD DOOR 2/A5.0 METAL 4/A1.1 3 N/A NOTES*2, 3, 5,6,1, II, 13, IS STOCK TOTOILET ROOM 4 e Ali„ ... .. Addir460041! ••••"!' •:,,0 y A ' Aff,PrAieZ . • • ,,.. A.A, # - ,0400Firiffr HARDWARE SCHEDULE HARDWARE GROUP QUANTITY DESCRIPTION MANUFACTURER SPECIFICATION FINISH COMMENTS ARCHITECT: U526 BRUSHED CHROME FINISH (OR DEADBOLT 0 BOTTOM OF DOOR(BASE) WITH THUMB TURN ON 1 LOGKSET/CYLINDER SCHLAGE 80-033 APPROVED EQUAL) INTERIOR SIDE (USE BEST 1-PIN GORE. SUPPLIED BY TUMI, CYLINDER SUPPLIED BY T.G.C.) 2 (I)SURFACE MOUNT TOP CENTER C.R.LAURENCE 1NT401 4 GRL9040TDF BRUSHED STAINLESS STEEL COORDINATE WITH MANUFACTURER RECOMMENDED RAILS AND C. IM HUNG FREE SWING PIVOT ACCESSORIES (1)BOTTOM CENTER HUNG Pivot CORTLAND 2 SET IVES 1253 US26D SATIN CHROME PLATED BY IG.C. MORGAN HARDWARE GROUP 1 BY T.G.C.FLUSH/RECESSED, INSTALL AT OPEN 4 CLOSED ARCHITECT 2 FAIR DUST-PROOF FLOOR STRIKE IVES DPI U526 BRUSHED CHROME POSITIONS,HOLD AT 30°. STRIKES AT OPEN POSITION SHOULD BE INSTALLED PERPENDICULAR TO STOREFRONT,50 THAT j I I I THEY ARE HIDDEN WHILE DOORS ARE OPEN. -+ - 1-1/4" DIA.± 12"O.C.CENTER-TO-CENTER BACK-TO-BACK 711 N. FIELDER RD. 2 PAIR DOOR HANDLES C.R. LAURENCE 240056 BRUSHED STAINLESS STEEL MOUNTING WITH 1-1/2" MIN. OFFSET. ARLINGTON, TX 76012 (I)PER DOOR IN OPEN POSITION TO PREVENT DOORS FROM PH: (817) 635-5696 2 FLOOR STOP - DOME IVES F5-13 US26D SATIN CHROME PLATED 817 HITTING STOREFRONT PLATFORMS FAX: (817) 635-5699 , f These drawings are instruments of the Architect's service and are the property of the Architect.They shall not be reproduced or used in any way, BALL BEARING HINGE (4 1/2" x 4 BB I STANLEY F165 US26D SATIN CHROME PLATED BY T.G.0 whatsoever,without the written permission of the Architect.®2017 1/2") - I PULL/PUSH PLATE IVES 8102 / 8302 US26D SATIN CHROME PLATED STOCKROOM SIDE ON OUT-SWINGING DOOR 3.5" X 15" 'F' MOUNTING 1 EDGE PULL GRAINGER 4WRW6 304 POLISHED STAINLESS STEEL SALES SIDE ON OUT-SWINGING DOOR ONLY 4 %4" X2 Ye," HARDWARE GROUP 2 _ STOCKROOM SIDE I KICK PLATE /STOCK SIDE IVES 5400 US26D SATIN CHROME PLATED 6" x 30" STOCK SIDE/NON-HOLD OPEN/EXPANDABLE, ADJUSTABLE CLOSER LGN 4040XP ALUMINUM FINISH ARM WITH 90 DEGREE BUMPER LIMITER THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR FLOOR STOP 4 MANUAL DOOR BY T.G.C. INSTALLED IN OPEN POSITION (N/A ON OUT SWING HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH 1 HOLDER IVES FS-446 US26D SALIN CHROME PLATED DOOR) MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. BALL BEARING HINGE (4 I/2" x 4 1-1/2 PR1/2„) STANLEY PBS 165 US26D SATIN CHROME PLATED BY T.G.0 DATE: ISSUE NOT USED I LOCK SET - PRIVACY SCHLAGE ND4OS, ATHENS HANDLE US26D SATIN CHROME PLATED BY T.G.C. SCALE: 3” = 1'-0" HARDWARE GROUP 3 04/24/11 TUMI 10% REVIEW SET 1 FLOOR STOP - DOME IVES I F5-13 US26D SATIN CHROME PLATED BY T.G.S. INSTALLED IN OPEN POSITION,ONLY ON IN-SWINGING DOOR 04/2E7/11 LANDLORD 5ET /� I KICK PLATE IVES 5400 US26D SATIN CHROME PLATED BY T.G.G. 05/02/11 REVISION 1 - PERMIT SET \`// 5/8" TYPE "X" GYPSUM BOARD / Ir, -,... : i- . • 0. , I _ _ 1 -I, V•0 .5.-r S: -• _ 0 -P Y A� rT 4,� -I •r '- epi 0 A �---' —OVER METAL STUDS DOUBLE 3-5/8 18 GA.METAL • AA STUDS HARDWARE CSROL-P 4 I Y EXISTING DEMISING WALL TO Air�/ 10, y • r- • • r • - ../ - r i •rJ REMAIN AT REAR SERVICE SEE SHEET AI.0Oggf7 0 6r I� o r. ry CORRIDOR DOOR ONLY. SEE FOR PARTITION TYPE HOLLOW MTL, FRAME, ANCHOR Or SHEET AL0 FOR PARTITION TYPE SECURELY TO METAL STUD R`.:.:: FRAMING A o -5'r�r / .... Ir r••- 1 S . t, . A.-�r + c —i3-515` 2@ GA. '1 1� � - • � -- � ���— I •., , DOOR (AS PER SCHEDULE) - - METAL STUD DOOR SCHEDULE SPECIFIC NOTES I """'"" FP`--- i 1. CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOORSt TO HAVE MAX.OPENING FORCE OF 5 LBS(INTERIOR HINGED DOORS)4 SWEEP PERIOD 3. EXTERIOR HINGES TO HAVE NON-REMOVABLE PINS. 171 ADJUSTED SO THAT FROM AN OPEN POSITION OF 10 DEGREES THE DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 36"FROM 10. ALL RATED DOORS TO BE SUPPLIED W/RATED THRESHOLDS 4 GASKETS PER CODE. SALES < DOOR AND ALL RELATED k;:,','. .i THE LATCH MEASURED TO THE LEADING EDGE OF THE DOOR. IL AT ALL SWINGING DOORS, 4 FRAMES TO MATCH IN COLOR UN.O. OR p. HARDWARE FURNISHED 2. PROVIDE KICKPLATES ON THE STOCKROOM SIDE OF THE EXTERIOR DOOR t SALES/STOCKROOM DOOR THE TOILET ROOM DOOR KICKPLATES 12. IFA BEST BRAND LOCK CYLINDER IS NOT PROVIDED W/LANDLORD SUPPLIED DOORS,GRILLE OR GATE,THE T.G.C.SHALL REPLACE THE DATE: No. REVISIONS / BY: _ TOILET ROOM AND INSTALLED BY T.G.0 SHALL BE ON BOTH SIDES OF THE DOOR. LANDLORD PROVIDED LOCK CYLINDER W/A BEST COMPATIBLE LOCK CYLINDER. 3. T.G.C.SHALL VERIFY W/SUPPLIER THAT ALL HARDWARE MEETS ADA REQUIREMENTS. 13. ALL HARDWARE REPRESENTS THE INTENDED QUALITY,STYLE AND APPEARANCE. PROJECT: 4. PROVIDE E INSTALL A DURABLE SIGN ON STOREFRONT DOORS STATING THAT "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" 14. DOOR HARDWARE SHALL BE MOUNTED AT NOT LESS THAT 36"OR MORE THAN 48"ABOVE FLOOR _ STOCK BOTH SIDES. 15. PROVIDE WEATHER STRIPPING AND ADA THRESHOLD AT EXTERIOR DOORS. ALL THRESHOLDS SHALL NOT EXCEED 1/2"MAX.HEIGHT. 5. ALL HINGES TO BE STEEL BALL BEARING,MORTISE TYPE.(UN.O.) 16. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. irt....imi 6. ALL DOOR FRAMES TO BE PROVIDED W/SILENCERS. 11. HARDWARE AT SERVICE DOOR SHALL BE BUILDING STANDARD AS REQUIRED BY THE LANDLORD CRITERIA. 0 �/� 1. ALL INTERIOR DOORS TO BE PROVIDED WI COMMERCIAL GRAPE FLOOR STOPS. 18. UNDERCUT TOILET ROOM DOOR I"TO PROVIDE AIR FLOW. LOCATION: NASHINGTON SQUARE � DI� 1 f PETAL 8. T.G.C.TO ENSURE ALL EXISTING DOORS TO REMAIN ARE IN GOOD OPERATING ORDER t MEET CURRENT BUILDING CODES t ADAACs 19. RATED DOORS SHALL BE ATIGHT-FITTING SMOKE AND DRAFT CONTROL ASSEMBLY. g5S�J 5YI YVASH(NGTON SQUARE RD SCALE: 3"=1'-0° REQUIREMENTS.T.G.C.TO RESTORE DOOR 4 HARDWARE TO 'LIKE NEW'CONDITION. PORTLAND, OR q'7223 SPACE #JO2 PROJECT NO. DRAWN BY: • / ),,_� , 110'11 STAFF 4 3-0 3'47' 3'-0" • / / J• / SCALE: CHECKED BY: 3'-0" DOOR 3'-0" DOOR FINISHEDPATCH I TOS AS NOTED STAFF y N MATCH � ___...__- _ __ .H • t______J /\ -Arc_ HINGE I 3'-0" \ PATE: \I _ I WHITE �I ' ` _ / 04/24/2011 I BOARD I I 0 - / ' i i / ' HANDICAP ,ft - c " / \ RESTROOM �� DOOR HANDLES SIGNAGE (SEE / \ DOOR` DOOR \ DETAIL 4/A5.0). I \ , FRAME I FRAME / I SH . WHEN READ.BY / I MIRROR I I MIRROR CODE i I ((�l PULL/ 1 I DOOR I DOOR ( FROSTED I v L_ `'S � PUSH PLATE —_ i VINYL ONLY / RAISED BRAILLE \ COMBO SET I EDGE PULL 111 SYMBOLS SPELLING \ / N 9 HINGE ON I OUT 'RESTROOM' PUSH DOOR � � • I i I LOGKSET SSS-5551\4 I. i i / r- \ `;\� \ ; 1 i DRAINING NAME: `�` I _ y j DOOR DETAILS / , \ Q IL _ \ _ Q DRAINING NO. tO / HINGE �, \ zz , / BOTTOM RAIL, / KICKPLATE ! 1 \ ill \ ,m m r S i N I FINISHED TO /// I l d II II TOILET ROOM SIGNAGE PLAQUE A5 • 0 MATCH\ „._____________1„.„,,,,,----------* I, N \ TO BE MOUNTED ON LATCH SIDE LOCKSET ON OUTSIDE 4 STOCK SIDE SALES SIDE SALES SIDE • STOCKROOM SIDE OF TOILEt ROOM DOOR ELEVATION 0 THUMB-TURN ON INSIDE (BY T.G.C.) 40 ELEVATION (ALTERNATE FOR PULL DOOR) ELEVATION KICKPLATE , STOREFRONT DOORS SALES/STOCK DOOR 3 RESTROOM DOOR e-,..-N4” CORTLAND Ma i ,b ii,MaA' 42 y ARLINGTON,TEXASe. �I DOOR TYPES TOILET ROOM SIGNAGE -72 �,/ SCALE: I/2" 2 l'-0" 4 SCALE: N.T.S y 5 SEAL PROVIDE POWER/DATA FEEDS TO &ENERAL NOTES LOIN VOLTAGE SCHEDULE CONSULTANT: MILLWORKS FROM CEILING.NO SLAB TRENCHING ALLOWED.TIP. suPPlied Installed - - USB 4 HDMI CABLES PROVIDED BY I. T.G.C. 15 RESPONSIBLE FOR System Symbol Device Notes TOUCH SCREEN VENDOR RUN BY GC 6C GC TU POWER 4 DATA INSTALLATION OF SPEAKER WIRE. TUMI Mi . _ CCTV MOUNTED TUMI LAPTOP CONNECTED TO • ONE RUN FOR EACH SPEAKER TO Conduit X X See vendor provided diagram for details IN CABINET TOUCH-SCREEN TV DEDICATED QUAD FOR TV/LAPTOP SUB AND ONE RUN FROM SUB TO Cabli TELCO PANEL IN STOCK AREA. ng X X See vendor provided diagram for details I _ _ _ _ _ L -/- - -- - -I/ / 4.- - di- -1;.-..-...' - -1/ 2 4::••"21".:141140 4)0 .7,1:r 1:: AA t/ / "' '" "A A 2. ALL DIMENSIONS ARE TO THE CENTER LINE OF EACH FIXTURE DC Door contacts MD Motion Detect ., /' X . . X / I 7± db i /A (///// ==11- — Air t (LIGHT FIXTURE, DIFFUSER, SPEAKER Security CCTV 9 - 76- -tv ./ , ' CCTV,EMERGENCY LIGHT FIXTURE , or XC/ X r Z, I' ETC.) - TYPICAL. -///X;'-°„( I el- MANAGERS DESK,SEE KP Keypad ' X X „,,, 3. T.G.C. IS RESPONSIBLE FOR _ I 1 -\-- 3/A6.0 FOR MOUNTING INFO INSTALLATION OF PHONE LINE AND 151 Security Siren X X Above stock door on stock side — — -I F — F -I r 1 " s'? 3 U.1/ UTILITY DESK/SHELVES, SEE 4/A6.0 FOR MOUNTING ALA RM IN REMOTE STOCK ROOM. CCTV 1 F -I :IN- I* F-€;',' INFO T.G.C. TO RUN PHONE LINE AND < # GC.TV Camera5 X X I _ I I ) 7 CCTV I I I : & ALARM TO MAIN TELCO PANEL IN Conduit X X Home run devices to telco panel I ilM"11 „. ,1 -Km I'm =•-, 1 TELCO,SEE 5/A6.0 FOR STOCK ROOM. Cabling Home run devices to telco panel 11 Anil ' i, 1 0 ff Ill r/////////// - MOUNTING INFO X X 4. CONDUIT PIPE DIAMETER TO GROW i, 411111111111. Ij/= ''. / ...._ , I II2 < 91r: TO ACCOMMODATE NUMBER OF e ACT supports or mud rings for sheet ARCHITECT: ..._. / WIRES AS NECESSARY. Music rock X X 5. MUD RINGS AND SPEAKER WIRE 0 "1" Speaker X X Home run to telco. . , / , SUPPLIED BY TUMI AT JOB I / ----- I C IM COMMENCEMENT. 12' Sub-lAtoofer X X Home run to telco / , i I 5. ALL. TUMI SUBCONTRACTORS TO DEDICATED DATA / / ' - ' 1 Shelf X X CABLE LOCATED l'-0" PULL LOW VOLTAGE PERMITS AS / CORTLAND - ./ ABOVE CE IL ING / *7 REQUIRED. 7 FOR WIFI HUB / / 1. DATA/POWER AT STOREFRONT Doorbell //i/l' r//////7/7,////7/771 I . e21////,/. , MORGAN / DISPLAY PLATFORM TO 5E RUN ARCHITECT COORD INATE EXACT X - "N 1 / :-- CCTV 1 THRU CERFIX PROSTYLE FLOORING 0 .i% LOCATION OF I i 1,,,r-i ,„\\ \\ \.\ \J is PROFILE STRIP. SATIN FINISHED ,y( SPEAKERS AND I 71-_, V I I -.-1 i •I I / \ I SUBWOOFER WITH TUMI I I - - , 1 'I CI ._- '-. 1 / STAINLESS STEEL 4151 304-DIN CONSTRUCTION / 711 N. FIELDER RD. MANAGER. L I ' I L __ __ _j . / ° 1.4301. LUIS/100 (53315). Kronos Conduit X X / \ ARLINGTON, TX 76012 l'-0" L _ _ _ _ _ _J L _ _ _ _',) _ _ _J i -0" / Biometric Cabling 4-------,rdl, TR MD ;sr \ X X PH: (817) 635-5696 • 0 ,// \ Time Clock Template provided by TUMI PM. Mount to wall FAX: (817) 635-5699 1 —CCTV z_ _ _ .__& _ 110 - - -V- ccTv -,/, -1- --\- - - 7 7777/7 KT Timeclock X X only. These drawings are instruments of the Architect's service and are the DC DC " / . property of the Architect.They shall not be reproduced or used in any way, whatsoever,without the written permission of the Architect.0 2017 I r--- — —1 4 / 411 7 ' .41- r- - Conduit X X / 0 40111 I 1 1 sal . .‘ / Phone Cabling y qpv qp 1 , !, _ I S. / Phone x x t (fp 41°V 4 8 i AV A rk . _ V. / r Data Cabling 7 x x A,,, - ---- -.-- --- - EA ,•//77-A -Fy/ _ Telco/Data Terminations X X POWER OUTLET 4 OUTLET MOUNTED r DA A/POWER NOTE: LED DRIVER LOCATIONS SEE ELECTRICAL SHEETS. Equipment ' X X POWER FOR L A . MOUNTED FROM FLOOR CENTERED TRAFFIC COUNTER FROM FLOOR ILLUMINATED AT FIXTURE (SEE DETECTOR HUNG CENTERED ON BLADE SIGN NOTE 1) FROM RIGID CONDUIT FLATFORM(SEE Al ' AND J-BOX NOTE 1) Conduit X X Home runs to telco panel. THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO . SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR • Recessed housing for counting HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH O LON VOLTAGE INIRI1•16 FLAN . Traffic device X X MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. SCALE: 1/4" a 1'-0" Counter Cabling X X By telco vendor 0 TR Traffic Counter XX PATE: ISSUE I Node X . X 04/24/11 TUMI 4'10% REVIEW SET 7-1I ALL CCTV CAMERAS HOME I I I MANAGER'S DESK BacklNall , CCTv POWER I ,--\ i SUPPLY , 1 „ .„-- -J :--!,'r --r‘ i 1 --r '--- r.. • ' / / ,A IF Touch Screen TV + bracket X X Y'slall-Mount . ed Kiosk HDMI/U5B cabling X X Laptop x x , . \ --- SHELVING,TIP. k) t DATE: No. REVISIONS / BY: REFER -,4- TO FIXTURE PLAN ._ 6 PROJECT: _ k • --- ----- ---- i ni__J NAI w .,.._, ,,, LOCATION: WASHINGTON SQUARE _i . PLYWOOD SACKER BY - 0 1585 SIN WASHINGTON SQUARE RD .< G.C.FAiNTED F-2 N, • til • -- PORTLAND, OR 41225 0 SPACE #-102 Ili CK PROJECT NO. DRAWN BY: MONOGRAM X 0 = k MACHINE 1701 STAFF f -, 6 PEG BOARD o II I - 1 N.---) _ BEHIND MONOGRAM SCALE: CHECKED BY: e:t CD 1 MACHINE - CS- _ _ _ OUTLET FOR AS NOTED STAFF 1M EQUIPMENT I I ui f- Z X DATE: _ ____,-_-= 1 1 U 04/24/2017 \ .9 ' vr n 24"DEEp I I/2" oN . , ' 1 ...__ COUNTERTOP WI .... -6 ,= ., ---- SUPPORT AT SIDES I . i CA I AND BACK* 1--- sr- tu \ I LAMINATED rj ; — ,, ! TOP,EDGEBANDED ' 6 ,--:--- -4 1.1144 'Is 1 -,-- --=1 ALL EXPOSED i-- 0 I I . VI /V2 FAX 'k. ---____________ --- ___ SIDES MICROWAVE OVEN 1-- i I I 11 ,Lilci . _ p,. ci cp P* P* o i 1 1 r- I , , . t . cc, -------___ _------ lii NOTE: ALL TUMI oi-ht cq . I IEQUIPMENT INSTALLED DRAINING NAME: in P* F* 7`?- 6- BY TELCO VENDOR 1-- - I _ m.,--------- Ltt \2/ LOIN VOLTAGE YIIRING ii. ,------- gl —I < I 1.,4 __0 EDG6 PULL 5 CABLES - 0 OUTLET FOR QUAD OUTLET BY 0 PLAN 4 DETAILS 1 0 ,_-.,, 010 1"• MANAGER TO TELCO EQUIPMENT Inc. I- n --.,,,,,,,, ' REFRIGERATOR IDSL JACK(LEFT)AN, DRAINING NO. cp e c3I [Q. . _ , . CD C,) -Cn "3 ALAR'l JACK(RIGHT) \ CCI '-/ SINGLE GANG BOX BY GC. . CD i,-% 6 I COc:,-D . Crl TELCO VENDOR SUPPLIES (6) AC ALARM EQUIPMENT I -hi- <3? 24" W.SAFE PORT FACE PLATE _/.> (D° X BY ALARM COMPANY -1 C(1 7 •0 - . . _ 2s"H.X IS" W.CLEAR 66 BLOCK 6 I -C NO POWER OR EQUIPMENT IN 1 FLOOR SPACE REQUIRED I NOTE: ALL OUTLETS TO THIS AREA AS IT WILL BE ,._ FOR(2)DRAWER FILING I ,,,,---- , n 7-- cr) O BE SURFACE MOUNTED 4 i BLOCKED BY SAFE (GC TO CABINET IN FRONT OF i 4410ED.r. INSTALL 4 BOLT TO THE POWER SUPPLY :._ ..6 (TIP) FLOOR AND THEREAFTER I I CPU ADJACENT TO FILE _ 0__I 2 -3" cy df.#7,i 1 ' IMMOVEABLE) I I CABINET -/ /- plif (-0CORTLAND MORG' , • st, • 1., • ),---- • • • ;a4 * ARLINGTON,TEXAS 2 NOT USED tk4A__ T_\____IA .....‘6, RIS PESK ELEVATION UTILITY PESK ELEVATION TELGCLEVATION 1,)>, .`e Oir? - SCALE: I" * 1'-0" SCALE: I" a lA-0" SCALE: I" 2 1-0" SCALE: I" a l .... rag '-0" SEAL Aimmieb.. CONSULTANT: FIXTURE & CAPACITY SCHEDULE DESCRIPTION DIM. QTY I COMMENTS 102-PLD-MOD o/= :• ►, . , r AP' ii 305/8" X58" X 103-PLD-MOD 31 PLATFORM WITH DEMO TABLE- NARROW 39 1/4" 1 J ' I 111-D5B-MOD DISPLAY BOX 18" x 12" X 34" 2 C 12 11 • 112-D515-MOD 0 DISPLAY BOX 16" x 12" X 21" 2 LUGGAGE WALL 51-IELF, BASE 4 WOODEN FN SYSTEM BY \ ARCH ITECT: MILLWORK vENDOR (TYP.1 14 ) 1113-D5B-MOD I DISPLAY BOX 10" X 12" X 20" 2 / 120-WPU WINDOW PLATFORM UNIT VARIES X 7" 2 SEE PLAN FOR SIZE r .,11 rr - - i 131-ACT-MOD ,!1' �i• �6 eAX0 . - -�r- - _ AM - - - - - - 60"DESK / 160-RCS-36 601-DCW I 191-WDF II I 160-RCS-36 301-RCW-L36 / Man, 'O' r C IM �� }64-CBI133-AWU-MOD `/ ZAAPirdri, CORTLAND 1 -///,/,';� '// -i 160- RCS-48 ... . . . ', MORGAN Z A/Ir o c � . ' ARCHITECT FC2)i -----/ -, 1 / . RCS-36: 36" X - N L - - - - ,°w-- J 160-RCS-36 II PERIMETER RECESSED SHELF UNIT 18 3/4" X 95 2 711 N. FIELDER RD. r— `'3 pPIIIIIPc / t— A z _ 1/2" z ail- - g it-D ARLINGTON, TX 76012 II I ill 1 B W TETT DI 1� 1 1" 311 a _ u K 34 2 X 18 a X LOCATED IN (1) PH: (817) 635-5696 m . Z ,o 164-CxBI-36 LZ PERIMETER RECESSED GARMENT BAG INSERT 91 1i 1 160-RCS-36 . a -- 3 0 19TP9I s FAX: (817) 635-5699 „ These drawings are instruments of the Architect's service and are the (L / @ ..-- IN-(4) 16 S CBF, E A • /I( •6 yj Air " 0 whatsoever,without the written permission of the Architect.8 2017 r11ci, T_I - 1 ELECTRICAL EQUIPMENT/PANEL M0-PDN-NON E� PERIMETER WALL UNIT - NON-ILLUMINATED 1/I - zoom A 1 " 22" X 96 � 7 6 O 7O I LOCATION. SEE ELECTRICAL 1/2 180-D z DWGS FOR MORE INFO }SO-DAH I ( 52" X 22"X 96 j a I ��_� I SQUARE FOOTAGES 110-PDW-ILL © PERIMETER WALL UNIT - ILLUMINATED 1/21, 2 R = _ / . _. NESTING I I x_ SALES 820 SF. 78% TABLE W. ."- r6- N I 'r C 9 > Ill-HDI �/ 'T•' S R. A 1.11 �"//�/' I r-» I z I PULL OUT DEMO 1- ' / , �' \ NON-SALES 230 SF. 22% ,n 11tlllltlltlltt� - �l� \ I 1 I I I 1 Z I GROSS 1050 SF. 100% 1-E2-ND2AAP4r ' Air -4dArArtr " Ala, dr . _./I• o I - �I 1 ° : BASE: 20" X14" 3 I �. o REMOTE STOCK ISI-SAH L} T STAND 1 ARM THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS p • / , --�� - --- - C - • X 53 2" 2 WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO n I I I \I I \ SALES AREA SHELVING - -- SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT oR 16 4'-0" 4`-0" e I I r\ BASE: 16" X 12" HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH 180-DAN $ T STAND 2 ARM I,, 2 MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY TOTAL WALL PANEL LINEAR FEET X 53- I QTY TOTAL LINEAR FEET 2 OR SCALE CORRECTLY TO THE INDICATED SIZE. rl AD ® I LINEAR FEET PER FIXTURE 4 / //1 24" X VARIES X 11 1 IF I 1 1 " 11 I ` 12-D 0-WPU a /1111 _ 120 WP - _ \ /C1 I 1 &I-2- 41 x (4) 13-8 9 123'-0" LF 190-M24 — WALL MIRROR 24 +/-"WIDE 1 2 _ - 1 D r. ♦� \ - -_ - DATE: ISSUE ��• ! 1-OSE II _... = Q 3 52" x (3) 13'-0" 3 39' 0" LF _.. . ii/7, MC3T� r 75" I,10-PDW-ILLUM_� 7/17/ * 13- ® 110-PDW-ELLUM LI-D5 l3-D5 ., ( J I 32" x 4 1 11 190-M3�o L •'r I 7_//_ 04/.24/1-7 TUMI °10% REVIEW SET z Arri!�I 113-DSE3� �' �' M -Mn A. �////// // �%/ /////�1 / 7 & 8 O , 10-8" 2 21 -4 LF ;. ,^'R I► /7il ,N. _ TOTAL 183-4 IF IV-WDF-C , --- WOODEN FINS WITH PLATFORM& SHELVES 10-0 HIGH 3 04/26/17 LANDLORD SET DISPLAY BOXES ON DISPLAY BOXES ON NON-SALES SHELVING ' 36"X 22 I"X 91 5TOREFRONT PLATFORM STOREFRONT PLATFORM - 301-RC14-1_36 81-0" RECESSED CASHWRAP - LEFT PINPAD , 111 1 05/02/11 REVISION 1 - PERMIT SET TO BE ARRANGED BY TO BE ARRANGED BY SHELVES TOTAL SHELF UNIT TUMI STORE PLANNER TUMI STORE PLANNER F� LINEAR FEET TOTAL CUBIC FEET /"Er _/��� AO �Z�j�/ '/ fPER UNIT LINEAR FEET HEIGHTS 400-BEN `/ 0 LF x4 240 PER PLAN 0 CF 601-DC1n1 DIGITAL TOUCH SCREEN KIOSK DET 7/A4.0 1 48" X30X31" 801-NTS NESTING TABLES - STANDARD (SET OF 2) 2 40' X24" X21 FIXTURE I LAN - _ NESTING TABLES - STANDARD (SET OF 2) W/ SCALE: 1/4" = 1'-0" 80 DEMO PULL-OUT ATTACHMENT & PLATFORM I 3 • 3-5/8" 20 GA METAL © SEE CONSTRUCTION STUDS 6 16" O.C.• FI'0 PLAN FOR WALL TYPE • 3 S/S" 16 GA METAL BOX ----s.0 5/S" GWB e BEAM } DATE: NO. REVISIONS / BY: FR WOOD BLOCKING �1 ',,, \ FR BLOCKING I. 4mm ALU PANELI/4" p EvEAL • RADIUS AT FINISHED CI PROJECT: PAINT INSIDE OF OPENING I I n - - - 0 'LINA I EDGES OF RECESS _ O WITH FLAT BLACK PAINT 1,� = L• SPT-4 111 7 1- - 4mm ALU PANEL MINIMUM • FR BLocK1NG. HIDDEN HINGE ��/4I I'-Ilya" FINISH RADIUS AT OUTSIDE FURNISHING SCHEDULE LOCATION: INASI�INGTON SQUARE I HT • CORNER. SEE All FINISHES COORDINATE LOCATIONS BACKLIT LED 9585 SIN YNASHINGTDN SQUARE RD • W/MILLWORK SHOP 3 WIDE FACE L G BOX 8/8 GWB OvER `��FRAME, TO ITEM # DESCRIPTION QTY. COMMENTS PORTLAND, OR 97223 • DRAWINGS 11 MATCH LEASE LINE A STUDS 20 GA METAL - .... - SPACE #JO2 3 1/8' TOP SHELF IS DESIGNATED FOR A ' Ilk / STOREFRONT 5/8" FR PLYWOOD i. Ol MANAGER'S DESK & CHAIR 1 BACK STOCK OF REPLACEMENT• PROJECT NO. DRAWN BY: 5/S" FR PLYWOOD I MULLION FINISH 4mm ALU PANEL MINIMUM I/8 1"IULTIPANEL UK-ALU PANEL GLOSS 0 0 0 0 0 0 0 0 BULBS 1�14g1 STAFF I SIDE OUT. MATTE SIDE, SCUFFED AND RADIUS AT FINISI IED o 0 0 0 0 0 0 0 MOUNTED ON MDF WITH CONTACT SCALE: GHEGKED BY: EDGES OF RECESS 0 0 0 0 0 0 0 0 2 EMPLOYEE UTILITY AREA 1 ADHESIVE. 5EAM5 TO BE FILLED �aMOOTN5 SHDN STAFF I • 3 WITH MFG APPROVED FILLER. ENSURE ALL 0 0 0 0 0 0 0 0 - - REFER TO PLAN FOR QUANTITY & • FACES ARE FLUSH AND SEAMLESS PRIOR 0 0 0 0 0 0- 0 0 O FIXED SHELVING SIZES. ENSURE ALL FIXTURES ARE DATE: E F1.� TO APPLYING ALU FINISH. /• �I 1�S +1- i / PEGBOARD 04/24/201-7 0 0 0 0 0 0 o SECURED TO WALL 04/24/201-7 • FUR OUT A j� GK IT LEDI I G T�O�/ FASTENED TO 00000000 REFER TO SHEET A6.0 FOR DETAILS. A L I J^ X O TELCO PANEL 1 I x2 F.R o 0 0 0 0 0 0 0 - B.O.TELCO @ 1'-0" A.F.F. • SCALE: 3/4" _ l'-0" BLOCKING. 0 0 0 0 0 0 0 0 REFER TO DETAILS ON THIS SHEET. J • - S PEGBOARD/FLIP DOWN SHELF 1 0 0 0 0 0 0 o o @ SHELF @ 21-10" A.F.F. NOTE: TYP FASTENER 4 3/4" PARTICLE 0 0 0 0 0 -0 0 0 ip REFER TO STOCKROOM • WASHER T.G.G.TO PROVIDE 4 INSTALL MILL WORKER (2418" PEGS WITH BD.SHELF 0 0 0 0 0 0 0 0 ELEVATIONS.AT ENDS OF MOBILE 12" O.G. WITH SMOOTH 6 PEGBOARD CORK BOARD 0 INSTALL BY TGC C > PEGBOARD/ CORK BY TGC I 1 / HIDDEN HINGE ` HORIZONTALLY PEGBOARD SIDE UP. • 0 0 0 0 0 0 0 UNITS B.O. PEGBOARD AND T.O. • LOCATIONS WITH / BACKLIT LED LIGHTo 0 0 o a o 0 0 CORKBOARD @ 5'-10". COORDINATE POWER BOX D1"x2" F.R BLOCKING Q 24" O.G. 0 0 0 0 0 0 0 0 AS INDICATED AT ENDS OF MOBILE MILLWORK SHOP -I.. ,�lr•:''''''''••,._„.,,N, D D HORIZONTALLY MTD. 4 `l , FASTENED TO WALL FRAMING. 0 0 0 0 0 0 0 0 O PEGBOARD 0 SHELVING. ENSURE FULL DRAINING NAME: DRAWINGS y� m D / `" , COVERAGE ON ALL EXPOSED I • o ♦ PAINT FINISH TO MATCH • y 1 ,. I o U U V V „o ENDCAPS. FIXTURE FLAN 11 5 -44 o D WALLS. I 4" STRAP HINGE--/°-0 0 0 0 0 0 0 0- 3/SEI o m I K WATER COOLER 1 0 0 0 0 0 0 0 0 I-TOLD' REMOVABLE a e m 0 0 0 0 0 0 co? o 3/8" HOLD OPEN ° \ C 9 > EMPLOYEE LOCKERS 1 ENSURE LOCKERS ARE SECURED TO DRAWING NO. m ."' ROD STRAPPING s - - 1"x4" FR.BLOCKING AROUND = --_-- . WALL n `�' PEGBOARD± PAINT FINISH TO =� TO UNDERSIDE (10� SUPPLY SHELVES 2 REFER TO SHEET A4.1 FOR DETAILS --- U '" MATCH WALLS. OF FLIP SHELF. -- J If" FZ /� F1 .0 I r • - I"x2"XIS" INTO METAL STUD 11 FIRE EXTINGUISHER 1 II"---- I \ 4'x8' PEGBOARD FASTENED WITH (2)3/8"x41/2" - -_.- - TO l'x2" FR BLOCKING. TIMBER LOCK SCREW 12 WHITE BOARD 1 FURNISHED BY TENANT ` • A 4MM ALU PANELI/4" RECESSED WI WASHER - O INSTALLED BY TGC �� �,„ A RADIUS AT FINISHED t REEVE 8001"STANDARDS 24"O.C. I'� erc NOTE: TGC TO CONFIRM . EDGES OF RECESS HOLD OPEN ROD HOLE 13 SURFACE MOUNTED STANDARDS 8" SHELVES SEE PLAN W 24"WHITE MELAMINE HELVES W r, / HEIGHTS W/ MILLWORK WITH GROMMET DEPTH O / / CORTLAND I�ipR� SHOP DRAWINGS 5/5" GWB e BASED ON ROD. EDGE BANDING LOCATED 1N MANAGER'S DESK, SEE • • 14 SAFE 1C , ARLINGTON,TEXAS ` A6.0 FOR DETAILS Ty BAGKLIT LED JIGHTSOX 4 FEGSOARD PTL FLIP OF SHELF DETAIL r d 0 2 SCALE: 3" = 1'-0" SCALE: I' = 1'-01' ) SCALE: I/2 = I E SEAL, DIVISION 15000 - MECHANICAL BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING B. SANITARY PIPING OF 4 INCHES WATER COLUMN MINIMUM OR LARGER AS REQUIRED BY LANDLORD. STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT iN THE FLOOR, 1. CAST IRON PIPE (BELOW GRADE): ASTM A74 SERVICE WEIGHT, FITTINGS: CAST IRON, 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF SECTION 15001 - BASIC MECHANICAL REQUIREMENTS EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND JOINTS: HUB-AND-SPIGOT, COMPRESSION TYPE WITH NEOPRENE GASKETS OR LEAD SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT AND WITH THE LANDLORD'S A. GENERAL CONDITIONS SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE AND OAKUM. CRITERIA. 1. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED 2. CAST IRON PIPE (ABOVE GRADE): CISPI 301, HUBLESS FITTINGS: CAST IRON, 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK SHALL BE MADE SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM JOINTS: NEOPRENE GASKET AND STAINLESS STEEL CLAMP AND SHIELD ASSEMBLIES. WITH "LO-LOSS" SADDLE TEE TAPS BY UNITED MCGILL CORP., OR AS OTHERWISE THIS AND THE OTHER SECTIONS OF DIVISION 15000. THE EXTENT OF DEMOLITION WITH THE GENERAL CONTRACTOR AND TENANT PRIOR 3. ABS PIPE (BELOW GRADE): ASTM D2661, FITTINGS: ABS, JOINTS: SOLVENT WELD. REQUIRED BY THE LANDLORD. 2. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO READ THE TO BID AND INCLUDE IN BID PROPOSAL AS DIRECTED BY THE GENERAL 4. PVC PIPE (BELOW GRADE): ASTM D2665, FITTINGS: PVC, JOINTS: SOLVENT WELD 4. ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION SECTION APPLY TO THIS SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK AND IS CONTRACTOR AND TENANT. WITH SOLVENT CEMENT. SECTION, WITH THE EXCEPTION THAT ALL MEDIUM PRESSURE DUCTWORK MUST BE RESPONSIBLE FOR THE COORDINATION OF THEIR WORK AND THE WORK OF THEIR WRAPPED INSULATION, NOT LINED. SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTORS 5. COPPER TUBE (ABOVE GRADE): ASTM B88 TYPE "L", HARD TEMPER ONLY. EXCEPT RESPONSIBILITY PROVIDE THEIR SUBCONTRACTORSRK. IS WITH A COMPLETE SET OF BID SECTION 15010 - CUTTING AND PATCHING THESE MATERIALS SHALL NOT BE USED TO RECEIVE THE WASTES FROM URINALS D. FLEXIBLE COLLARS AT EQUIPMENT SHALL BE PROVIDED IN ALL CONNECTIONS BETWEEN 1. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING AS REQUIRED FOR NOR WASTES FROM WATER CLOSETS IN BATTERY, FITTINGS: CAST BRONZE, OR VIBRATING EQUIPMENT AND DUCTS OR CASINGS. FLEXIBLE CONNECTIONS SHALL P,.._ DOCUMENTS. THE INSTALLATION OF THE WORK UNDER THIS SPECIFICATION. NO CUTTING OF THE WROUGHT COPPER, JOINTS: SOLDER, GRADE 50B. CONSTRUCTED OF NEOPRENE-COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT D U N H A M Ki.al 3. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND STRUCTURE SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE " FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE TRANSMISSION OF VIBRATION. INSPECTION OF THEIR WORK AND THE WORK OF THEIR SUBCONTRACTORS TO 6. VENT PIPING ABOVE FLOOR 2 OR SMALLER MAY BE GALVANIZED STEEL. LANDLORD AND ARCHITECT OR ENGINEER. E. FLEXIBLE AIR DUCT AT AIR DEVICES SHALL BE MIN. R-5 INSULATED CLASS 1 AND Dunham Associates,Inc. 7. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING SPACES OF COMPLY WITH THE SCHEDULE AND THE PROJECT COMPLETION DATE. 2. PATCHING SHALL BE OF THE SAME WORKMANSHIP, MATERIAL AND FINISH AND SHALL RATED FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT CONSTRUCTION 50 South Sixth Street/Suite 1100 4. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO MATCH ACCURATELY ALL SURROUNDING CONSTRUCTION IN A MANNER SATISFACTORY TENANTS IN SPACES BELOW, WHEN APPLICABLE. INSULATION TO BE AS SPECIFIED MATERIAL MUST ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS. Minneapolis,Minnesota 55402-1540 DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH ARE NOTFOR WATER PIPING. TO THE ARCHITECT AND TENANT'S PROJECT MANAGER. F. PROVIDE MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH HANDLE PHONE 612.465.7550 FAx 612.465.7551 COVERED IN THE BID DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE 3. EXISTING UTILITIES, ETC. THAT ARE DAMAGED DURING THE CONSTRUCTION PERIOD, 8. INTERIOR CONDENSATE PIPING SHALL BE TYPE "L" HARD DRAWN COPPER TUBE WITH OPERATORS IN EACH BRANCH DUCT AND AS SHOWN ON PLANS TO FACILITATE AIR WEB dunhameng.com LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTORS BID. SUBMITTAL OF BID95-5 TIN-ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER FITTINGS WITH mechanical t electrical consulting engineering SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY WHETHER OR NOT DUE TO THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED OR DIELECTRIC SEPARATION BETWEEN DISSIMILAR METALS. EXTERIOR CONDENSATE PIPING BALANCING. ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR REPLACED BY THE CONTRACTOR AND LEFT IN A CONDITION SUITABLE TO THE DUCTS ARE TO BE OF OPPOSED BLADE TYPE. MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND LANDLORD AND TENANT'S PROJECT MANAGER. MAY BE SCHEDULE 40 PVC PIPING WITH SOLVENT WELDED FITTINGS IF APPROVED G. PROVIDE PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY CODES. FIRE SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR FOR USE BY THE LANDLORD. DAMPERS SHALL BE UL LABELED. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF ARCHITECT: OF RESPONSIBILITY IN PERFORMANCE OF WORK. C. POTABLE WATER PIPING SECTION 15011 - SLEEVES THE AIRSTREAM AND A 165 F FUSIBLE LINK, TYPE B, AS MINIMUM. 5. REFER TO RESPONSIBILITY SCHEDULE FOR INFORMATION IN REGARD TO 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES 1. COPPER TUBING (BELOW GRADE): ASTM B88, TYPE "K" SOFT COPPER, FITTINGS: H. DUCTWORK INSULATION RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, JOINTS: BCUP SILVER 1. INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S WRITTEN FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE BRAZE. INSTRUCTIONS, AND IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. C kV SECTION 15002 - GENERAL REQUIREMENTS EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE 2. COPPER TUBING (ABOVE GRADE): ASTM 888, TYPE "L" HARD DRAWN WITH SWEAT INSULATION MUST COMPLY WITH NFPA 90A. 1. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, THE FLOOR. CONTRACTOR MUST COORDINATE THROUGH THE LANDLORD ANY CORE JOINTS, FITTINGS: CAST COPPER ALLOY OR WROUGHT COPPER AND BRONZE, 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. TOOLS, TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE A DRILLING OR CUTTING OF OPENINGS iN MASONRY FLOORS OR WALLS. JOINTS: BCUP SILVER BRAZE. 3. ALL JOINTS MUST BE TAPED SO THAT NO INSULATION FIBER IS VISIBLE. EXTEND - COMPLETE MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL D. PIPING OF DISSIMILAR METALS MUST BE DI-ELECTRICALLY SEPARATED. DUCTWORK INSULATION WITHOUT INTERRUPTION THROUGH WALLS, FLOORS, AND C 0 R T LAN D SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT " E. INSULATE ALL HOT WATER, COLD WATER AND INTERIOR CONDENSATE PIPING WITH 1" SIMILAR PENETRATIONS. SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR TENANT SHALL BE PROVIDED BE FIRE SEALED WITH CALCIUM SILICATE, S€LiCONE LTV" FOAM, "3M" FIRE RATED THICK (K=0.23 @i 75 F) PIPE INSULATION WITH AN ALL SERVICE JACKET TO MEET 4. ALL SUPPLY AIR DUCTWORK IN UNCONDITIONED INDIRECTLY CONDITIONED SPACE MORGAN BY THE MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. LOCAL CODES AND UL FLAME SPREAD AND SMOKE DEVELOPED RATINGS. (INCLUDING CONCEALED DIFFUSER BACKS) SHALL BE EXTERNALLY INSULATED WITH 1 WITH THE LANDLORD AND THE TENANT PROJECT MANAGER, AS REQUIRED. 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS, AND PARTITIONS SHALL BE ARCHITECT STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN OWENS-CORNING OR EQUAL. 1/2" THICK, 1-1/2 LB. DENSITY (R=4.8) DUCT WRAP WITH VAPOR BARRIER. 2. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH MASONRY PARTITIONS, THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED F. INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY WITH 1/2" VAPOR BARRIER iS TO BE MAINTAINED THROUGHOUT DUCT SYSTEM. OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS VERTICAL PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL MINIMUM. ARMSTRONG "ARMAFLEX" PiPING INSULATION OR TRUEBRO MODEL 102W WHITE "HANDI 5. ALL SUPPLY AIR DUCTWORK IN DIRECTLY CONDITIONED SPACE: NONE REQUIRED. BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED LAV GUARD" INSULATION KIT TO COMPLY WITH ADA REQUIREMENTS. 6. RETURN DUCTS (WITHIN 3' OF FIRST CHANGE IN DUCT DIRECTION) : FLEXIBLE 711 N. FIELDER RD. IN BOTH SPECIFICATIONS AND DRAWINGS. IF NOT OTHERWISE DIRECTED, INSTALLATION SECTION 15012 - HANGERS G. INSTALL AIR CHAMBER SHOCK ABSORBERS IN BOTH HOT AND COLD LINES OF PIPING GLASS FIBER DUCT LINER: 1/2 INCH THICK ARLINGTON, TX 76012 OF ALL SYSTEMS AND EQUIPMENT SHALL BE IN ACCORDANCE WITH APPLICABLE 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, BANDS, SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. SIOUX CHIEF 650 7. ALL ROUND, MEDIUM PRESSURE AND OUTSIDE AIR DUCTWORK SHALL BE CODES AND IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2" PH: (817) 635-5696 C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR SERIES ALL STAINLESS STEEL, OR EQUAL. J.R. SMITH "HYDROTROLS", INSTALLED IN AN EXTERNALLY INSULATED WITH A MINIMUM OF THICK, 1 LB. DENSITY (R=6.0) FAX: (817) 635-5699 WHERE WORK DESCRIBED IN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER THE INSTALLATION OF WORK. UPRIGHT POSITION. DUCT WRAP WITH VAPOR BARRIER. VAPOR BARRIER IS TO BE MAINTAINED 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT H. ALL BRANCH PIPING SYSTEM SHALL HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT THROUGHOUT DUCT SYSTEM. These drawings are instruments of the Architect's service and are the QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR NOT TO PIPING. HANGING FROM METAL DECK IS NOT PERMITTED. HANGERS MUST OFF VALVES IN THE SUPPLY PIPING TO EVERY FIXTURE. PROVIDE ACCESS DOORS K. TESTING, ADJUSTING, AND BALANCING property of the Architect.They shall not be reproduced or used in any way, CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. whatsoever,without the written permission of the Architect.{,2017 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES BE ATTACHED TO UPPER CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, WHERE NECESSARY. 1. CONTRACTOR SHALL BALANCE, ADJUST & TEST EQUIPMENT TO PROVIDE DESIGN AIR OR THE LANDLORD'S TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR AND IN ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR MUST I. INSTALL ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TO PROPERLY QUANTITIES AND ASSURE PROPER OPERATION OF SYSTEMS. CONTRACTOR SHALL FURNISHING AND INSTALLING THE SYSTEM WITH THE MORE STRINGENT INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE SUPPORT ALL PIPING AND FIXTURES, HANGERS SHALL SUIT TYPE OF PIPING INSTALLED SUBMIT COPIES OF BALANCE/TEST REPORT TO OWNER FOR REVIEW PRIOR TO REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER AND BE SPACED AT A MAXIMUM SPAN OF 5 FEET. PROVIDE SWAY AND SEISMIC COMPLETION OF PROJECT. IF A CERTIFIED TEST AND BALANCE REPORT IS REQUIRED SPECIFICALLY NOTED OTHERWISE, EQUIPMENT. HANGER TYPES AND INSTALLATION METHODS ARE ALSO SUBJECT TO BRACING WHERE REQUIRED BY CODES. BY LANDLORD, CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS WITH LANDLORD 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE LANDLORD CRITERIA. J. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. AND LOCAL AUTHORITY HAVING JURISDICTION, CONTRACT DIRECTLY WITH AN FOR OPERATING, SERVICING, MAINTAINING, AND REPAIRING. THIS CONTRACTOR IS 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SiZED AND INSTALLED FOR THE K. CLEAN-OUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL CODES. ALL FLOOR APPROVED TESTING AND BALANCING AGENCY, AND PROVIDE COMPLETE REPORT TO RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR SUFFICIENT SERVICE ACCESS TO OUTER DIAMETER OF INSULATION. INSTALL 6" LONG SPLIT CIRCLE GALVANIZED DRAINS SHALL HAVE DEEP SEAL TRAPS. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS. OWNER AND LANDLORD. ALL EQUIPMENT. SADDLE BETWEEN THE HANGER AND THE PIPE INSULATION. L. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND PLACED AT ALL PIPE 2. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER USING GOOD 4. HANGERS AND PIPING OF DISSIMILAR METALS SHALL BE DI-ELECTRICALLY PENETRATIONS AT WALLS, FLOORS, AND CEILINGS iN FINISHED AREAS. THE BALANCE REPORT SHALL BE ON THE AABC NATIONAL STANDARD REPORT FORMS ENGINEERING AND CONSTRUCTION PRACTICES. SEPARATED. M. LEAKAGE TESTS SHALL BE PER LOCAL CODES. OR THE NEBB CERTIFIED REPORT FORMS AS PUBLISHED IN THEIR MOST CURRENT - 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, N. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN ACCORDANCE TO THE EDITIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION: THE GENERAL CONTRACTOR AND/OR ALL Ste-CONTRACTORS INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS DIVISION 15300 - FIRE PROTECTION (IF APPLICABLE) LANDLORD'S CRITERIA. USE A LANDLORD APPROVED ROOFING CONTRACTOR WHERE 2.A. AABC OR NEBB CERTIFICATION NUMBER AND SIGNATURE OF BALANCING WORKING. FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO LABORATORIES LISTED AND LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS APPLICABLE AND INCLUDE ALL COSTS IN BID. CONTRACTOR. SCALE SUCH INFORMATION E3UT TO CONTACT THE ARCHITECT OR OF STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. SECTION 15301 - SUMMARY OF WORK 0. PROVIDE WATER METER AND REMOTE READER PER LANDLORD'S CRITERIA OR LOCAL 2.B. COPY OF A CERTIFICATE OF CONFORMANCE WITH NATIONAL STANDARDS FOR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY UTILITIES REQUIREMENTS iF APPLICABLE. THIS PROJECT. OR SCALE CORRECTLYTO THE NDICATED SIZE. UP PROPERLY SECTION 15003 - CODES FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, P. GAS PIPING 2.C. INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. 1. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE STATE'S, COUNTY'S, COMPLETION AND TESTING OF ALL THE WORK FOR THE SPRINKLER SYSTEMS AS CALLED 1. PROVIDE A COMPLETE GAS PIPING SYSTEM IF APPLICABLE. REFER TO PLANS TO 2.D. MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT TESTED. AIR CFM AND CITY'S AND LOCAL CODES AND ORDINANCES, SAFETY AND HEALTH CODES, NEPA FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, BUT DETERMINE IF A GAS SYSTEM IS REQUIRED. STATIC PRESSURE READINGS (DISCHARGE AND SUCTION) AS MEASURED BY DATE: ISSUE CODES, ENERGY CODES AND ALL OTHER APPLICABLE CODES AND REQUIREMENTS. NOT BE LIMITED TO THE FOLLOWING: 2. GAS LINES SHALL BE BLACK STEEL, SCHEDULE 40, ASTM A-120, WITH MALLEABLE PITOT TUBE DUCT TRAVERSE AT THE UNIT. THIS CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, 1. INSTALLATION OF NEW WET SPRINKLER SYSTEM AS REQUIRED TO PROVIDE COVERAGE THREADED FITTINGS FOR 2" AND SMALLER, AND WITH WELDED JOINTS FOR 2-1/2" 2.E. MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE AND AMPERAGE 04/24/11 TUMI 10% REVIEW SET IN ACCORDANCE NEPA-13 LOCAL CODES, AND LANDLORD'S CRITERIA. AND LARGER. FOR EACH LEG. REQUIED ORDINANCES, AND S INLTHION BID THIS CONTRACTOR SHALL INCLUDE NCL CHANGESEDIN2. TAPS, RISERS, LATERALS, BRANCHES, VALVES, ALARMS, SPRINKLER HEADS AND ALL 3. PROVIDE A GAS COCK, PRESSURE REGULATOR (IF REQUIRED) DIRT LEG, UNION 2.F. MOTOR AND FAN RPMS, SHEAVE SIZES AND BELT SIZES. 04/26/11 LANDLORD SET REQUIRED BY CODES IN THE AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER COMPONENTS REQUIRED FOR A COMPLETE SYSTEM. CONNECTION, TO EACH PIECE OF EQUIPMENT. 2.G. OUTSIDE, RETURN, MIXED AND SUPPLY AIR TEMPERATURES AND VOLUMES CONTRACT IS ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE 3. DESIGN DRAWINGS, HYDRAULIC CALCULATIONS, SUBMITTALS AND APPROVALS. 4. PITCH PIPING AT A UNIFORM GRADE OF 1/4" IN 15 FEET UPWARD IN DIRECTION SHALL BE MEASURED AT FULL COOLING WITH MINIMUM OUTSIDE AIR. REIMBURSED BY TENANT TO THE CONTRACTOR. 4. PERMITS, FEES, INSPECTIONS AND CHARGES. OF FLOW. SUPPORT PIPING EVERY 5 FEET. SUPPORT AS REQUIRED BY LANDLORD RETURN/RELIEF/SMOKE EVACUATION AIRFLOW SHALL BE BALANCED AND 05/01/11 REVISION 1 - PERMIT SET 5. TESTS AND TEST CERTIFICATES. IT IS INTENDED THAT THE CONTRACTOR SHALL CRITERIA, AS DETAILED ON DRAWINGS, OR BY STANDARD INDUSTRY PRACTICE, MEASUREMENTS RECORDED BY PITOT DUCT TRAVERSE AT FULL ECONOMIZER SECTION 15004 - LICENSES, PERMITS, INSPECTIONS & FEES PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM. WHICHEVER IS MORE STRINGENT. AND POWER EXHAUST. 1. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, B. THIS FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR SUBMITTING COORDINATED 5. GAS PIPING EXPOSED ON ROOF MUST BE PRIMED AND PAINTED WITH 2.H. MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION EQUIPMENT. INSPECTIONS, AND FEES REQUIRED OR RELATED TO THEIR WORK. DRAWINGS, HYDRAULIC CALCULATIONS, HEAD TYPES AND COLORS TO ALL AUTHORITIES RUST-INHIBITING PAINT. 2.1. FINAL BALANCED AIR VOLUMES AT ALL OUTLETS (INCLUDING RETURNS WHERE 2. FURNISH TO TENANT'S PROJECT MANAGER ALL CERTIFICATES OF INSPECTION AND HAVING JURISDICTION FOR APPROVAL. NO WORK SHALL BEGIN UNTIL ALL APPROVALS 6. GAS PIPING INSTALLED IN RETURN AIR PLENUMS SHALL BE SLEEVED AND VENTED DUCTED). FINAL INSPECTION APPROVAL AT COMPLETION OF PROJECT. HAVE BEEN RECEIVED. OR WELDED IN ACCORDANCE WITH THE LOCAL GAS COMPANY, LOCAL CODE, AND 2.J. INDEXED PLAN WITH DIFFUSER AND RETURN LOCATIONS. ALSO INDICATE IF APPLICABLE NFPA 54 CODES. DIFFUSER IS 3-WAY OR 2-WAY. SECTION 15005 - TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS SECTION 15302 - MATERIALS 7. TESTING AND PURGING OF GAS PIPING SHALL BE DONE PER THE REQUIREMENTS OF 2.K. FINAL BALANCED GPM AT ALL UNITS FOR CHILLED/HOT/CONDENSER WATER 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN A. SPRINKLER HEADS: THE LOCAL GAS COMPANY, LOCAL CODES, AND APPLICABLE NFPA 54 CODES. WHEN APPLICABLE. THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR 1. ALL SPRINKLER HEADS SHALL BE NEW U.L., F.M. LISTED AND APPROVED AUTOMATIC 8. CONTACT AND COORDINATE GAS SERVICE AND METER REQUIREMENTS WITH THE THE BASE BID. MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL SPRAY TYPE AS MANUFACTURED BY GRINNELL, RELIABLE, STAR, OR VIKING. LOCAL GAS COMPANY AND THE MALL'S OPERATIONS MANAGER PRIOR TO BID. 2.L. CHILLED/HOT/CONDENSER ENTERING AND LEAVING WATER TEMPERATURES WHEN ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS INDICATED OTHERWISE INCLUDE INSTALLATION OF GAS METER AND REGULATOR COSTS iN BID. APPLICABLE. TENANT'S PROJECT MANAGER THROUGH PRIOR SHOP DRAWING SUBMITTAL PROCESS, ON DRAWINGS OR REQUIRED BY LOCAL CODES. 2.M. PRESSURE DROP THROUGH COILS AND CONTROL VALVES WHEN APPLICABLE. FOR ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE 3. VERIFY HEAD TYPES AND COLORS WITH TENANT AND SUBMIT WITH SPRINKLER DIVISION 15500 - HEATING, VENTILATING, AIR CONDITIONING 3. IF REQUIRED BY THE LANDLORD OR THE LOCAL AUTHORITY HAVING JURISDICTION SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. DRAWINGS FOR PERMIT. THE GENERAL CONTRACTOR SHALL ARRANGE FOR THE TEST AND BALANCE A 2. MECHANICAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO 4. LOCATIONS OF ALL HEADS SHOULD BE APPROVED BY TENANT AND THE LOCAL FIRE SECTION 15501 - SUMMARY OF WORK MINIMUM OF TWO WEEKS PRIOR TO THE REQUIRED DATE AFTER RETURNING TABC'S TENANT'S PROJECT MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY PROTECTION OFFICIAL BEFORE INSTALLATION. A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY "START UP CHECK LiST". ALL WORK SHALL BE COMPLETED PRIOR TO SCHEDULING DATE: No. REVISIONS / BY: ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT'S PROJECT B. PIPING: FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, AIR BALANCE. IN ADDITION, THE BALANCE CONTRACTOR WILL INSPECT AND MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND COMPLETION AND TESTING OF ALL THE WORK FOR THE HVAC SYSTEMS AS CALLED FOR PREPARE A FiNAL PUNCH LIST. THE HVAC CONTRACTOR SHALL REPAIR OR REPLACE PROJECT: PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF GENERAL CONTRACTOR AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB CONDITIONS, ANY DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSHIP PRIOR TO TENANT'S FINAL THE SUB-CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: WALK THRU AND BEFORE FINAL PAYMENT WILL BE MADE. THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 1. ONE (1) NEW VAV BOX WITH ELECTRIC REHEAT, TOILET EXHAUST FAN, SUPPLY, 4. FOUR COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED TO TENANT AND In_invii SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. INCHES. RETURN AND EXHAUST DUCTWORK WITH ALL CONTROLS AND ACCESSORIES FOUR COPIES TO THE LANDLORD FOR APPROVAL. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR SPECIFIED. 5. OPERATION AND MAINTENANCE DOCUMENTATION MUST BE PROVIDED TO THE OWNER PIPES 2 INCHES AND SMALLER, THAT INCLUDES AT LEAST THE FOLLOWING INFORMATION: LOCATION: WASHINGTON SQUARE SECTION 15006 - GUARANTEE 2. THE AIR DEVICES AS NOTED ON THE PLANS SHALL BE PURCHASED BY THE 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER 4. VICTAULIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING, 5.A. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE 9555 SW WASHINGTON SQUARE RD THEIR CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT THEIR OWN LANDLORD. RECEIVING, VERIFYING QUANTITIES AND INSPECTING FOR DAMAGE AND FILING OF ANY ACTIONS. PORTLAND, OR 9 7223 EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT WHICH MAY BE 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. CLAIM FORMS. REFER TO RESPONSIBILITY SCHEDULE AND AIR DEVICE SCHEDULE 5.8. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. SPACE *J02 DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCEIN C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. ON PLANS. 5.C. HVAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, ( FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING 3. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE PROJECT NO. DRAWN BY: WRITING)AS THE INSTALLATION N WITHBY TENANT'S PROJECT MANAGER. EXTENDED SHALL BE BASED ON NEPA ORDINARY HAZARD. DIMENSIONS AT THE SITE. DESCRIPTIONS; DESIRED OR FIELD-DETERMINED SET POINTS MUST BE 0415115-015 JFK WARRANTIES ARE AS SPECIFIED INDIVIDUAL EQUIPMENT. D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH 4. ALL VALVES, DAMPERS, ETC. SHALL BE SO LOCATED AND INSTALLED TO PERMIT PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES, OR, SECTION 15007 - RECORD DRAWINGS OTHER TRADES. ACCESS FOR SERVICE WITHOUT DAMAGE TO BUILDING OR FINISHED MATERIALS. FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. SCALE: CHECKED BY: A. THIS CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW 5.D. COMPLETE NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. ALL NO SCALE 65 RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: REQUIREMENTS OF THIS DESIGN AND INCLUDE ALL COSTS TO RAISE OR RELOCATE SECTION 15502 - MATERIALS PIPING SHALL WITHSTAND AIR PRESSURE TESTING PER GOVERNING PLUMBING 1. LOCATION OF CONCEALED PIPING VALVES AND DUCTS. EXISTING PIPING TO OBTAIN CEILING HEIGHTS SHOWN ON DRAWINGS. IN NEW A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT. ALL EQUIPMENT SHALL BE COMPLETE CODE. DATE: 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. CONSTRUCTION THE LANDLORD MAY PROVIDE ONLY A STUB-IN TO THE SPACE. THE IN EVERY RESPECT WITH ALL DEVICES, APPURTENANCES, AND ACCESSORIES PROVIDED 04/24/17 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED CONTRACTOR SHALL CONNECT AND EXTEND NEW PIPING AS REQUIRED. VERIFY ALL TO MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS SHOWN ON THE EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. REQUIREMENTS PRIOR TO BID. DRAWINGS AND SPECIFIED HEREIN. EQUIPMENT SHALL BE INSTALLED IN STRICT B. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR CONDITIONING SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE MALL, LOCAL INSPECTOR, EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH MANUFACTURERS DATA. EACH PRINT BY SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF OR TENANT'S INSURANCE CARRIER. B. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED SHALL BE DELIVERED TO G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF 1. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL RECTANGULAR AND TENANT'S PROJECT MANAGER. THE EQUIPMENT INSTALLED BY THEM. ALL REPAIRS OR REPLACEMENT OF DAMAGES ROUND DUCTWORK WITH GALVANIZED STEEL, IN ACCORDANCE WITH SMACNA "HVAC SHALL BE AT THIS CONTRACTOR'S EXPENSE. DUCT CONSTRUCTION STANDARDS" OF THE LATEST EDITION. SECTION 15008 - DISCREPANCIES iN DOCUMENTS H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST 2. INSTALL TURNING VANES IN ALL RIGHT ANGLE ELBOWS IN ALL DUCTS. 1. DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS SUPPLEMENTING EACH CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORITIES HAVING 3. INSTALL RIGiD ROUND AND RECTANGULAR METAL DUCT WITH SUPPORT SYSTEMS OTHER. WORK SPECIFIED BUT NOT SHOWN ON DRAWINGS, OR SHOWN ON DRAWINGS JURISDICTION. INDICATED IN SMACNA STANDARDS. PROVIDE SWAY AND SEISMIC BRACING AS BUT NOT SPECIFIED, SHALL BE PERFORMED OR FURNISHED AS THOUGH MENTIONED REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD.IN ALL SYSTEMS ANDDRAINING NAME: OF WSPECIFICATIONS EQUIPMENT �SL BENOTHERWISE ACCORDANCEWITH APPLICABLE€ NTDTINSTALLATION DIVISION 15400 - PLUMBING 4. ALL JOINTS AND SEAMS SHALL BE SEALED WITH UNITED MCGILL DUCT SEALER OR MEGHANICAl.,. 4 FL.UMSIN,6 CODES AND IN ACCORDANCE WiTH MANUFACTURER'S INSTALLATION INSTRUCTIONS. SECTION 15401 - SUMMARY OF WORK 4.A. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS, AND CONNECTIONS IN WHERE WORK DESCRIBED iN THE SPECIFICATIONS IS IN CONFLICT WITH THE WORK A. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ETC. NECESSARY DUCTWORK MUST BE SECURELY SEALED USING WELDMENTS; MECHANICAL S" PEGFIGATI0MS SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL SUPPLY THE GREATER FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, INSTALLATION, FASTENERS WITH SEALS, GASKETS, OR MASTICS; MESH AND MASTIC SEALING DRAWING NO. QUANTITY, QUALITY AND COST VIA THE BID AND CONTACT THE ENGINEER FOR COMPLETION AND TESTING OF ALL THE WORK FOR THE PLUMBING SYSTEMS AS CALLED SYSTEMS; OR TAPES. TAPES AND MASTICS MUST BE LISTED AND LABELED IN CLARIFICATION ON DIRECTION PRIOR TO INSTALLATION. FOR IN THE SPECIFICATIONS, SHOWN ON DRAWINGS AND AS REQUIRED BY JOB ACCORDANCE WITH UL 181A OR UL 1818. ALL LONGITUDINAL AND CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN SECTION 15009 DEMOLITION 1. CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING WATER SUPPLY DUCTS OPERATING AT STATIC PRESSURES LESS THAN OR EQUAL TO 2" W.G. M 1 .0 1. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE AND DRAIN LINES AND MAKE PROPER CONNECTIONS, THERETO, INCLUDING SHALL BE SECURELY FASTENED AND SEALED WITH WELDS GASKETS, MASTICS DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY THE GENERAL VENTS. (ADHESIVES), MAST€C-PLUS-EMBEDDED FABRIC SYSTEMS OR TAPES INSTALLED CONTRACTOR. COORDINATE WITH THE GENERAL CONTRACTOR ANY EXISTING 2. ALL MATERIALS SHALL BE NEW AND SHALL FIT THE SPACE AVAILABLE. VERIFY ALL IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. ' EQUIPMENT REQUIRED TO BE LEFT INTACT. DIMENSIONS AT THE SITE. 4.B. MECHANICAL FASTENERS AND SEALS, MASTICS, OR GASKETS MUST BE USED 2. EACH CONTRACTOR SHALL VERIFY SCOPE OF WORK WITH THE GENERAL CONTRACTOR 3. PALL ERMIT ACCESS CLEAN USS, ETC. WITHOUT SHALL BE SO OCAT D AND DG INSTALLED FINISHTO ED EQUIPMENT.WHEN CONECTING DDUCTS TO FANS AND OTHER AIR DISTRIBUTION ��13EG PNOFif'�, OR FFOR THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND ASSOCIATED ROOF MATERIALS. 5. ALL DUCTWORK SHALL BE INSTALLED WITH INSIDE CLEAR DIMENSIONS AS NOTED ON 4,3* .:_` ' ger rely r%; ' -f CURBS NOT BEING REUSED ON THIS PROJECT, UNLESS SPECIFICALLY NOTED DRAWINGS. WHERE DUCTWORK SIZE IN LARGER THAN CONNECTED DEVICE SMOOTH OTHERWISE. CONTRACTOR MUST VERIFY WiTH THE LANDLORD ALL PRESUMED SECTION 15402 MATERIALS DUCT TRANSITIONS SHALL BE INSTALLED JUST PRIOR TO DEVICE CONNECTION. ABANDONED EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL. A. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. AMERICAN STANDARD, C. MEDIUM PRESSURE DUCT OREGO ' ROOF CURBS SHALL BE REMOVED AND THE ROOF PATCHED. ALL EXTRANEOUS KOHLER AND CRANE ARE CONSIDERED ACCEPTABLE AS EQUALS. ALL PLUMBING 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, IT SHALL BE Vt.> d*'`,.. ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S CONSTRUCTED IN ACCORDANCE WITH SMACNA STANDARDS FOR A PRESSURE RATING 12.2 Cw RECOMMENDATION. A.Y1A► 5/1/2017 CASHWRAP MECHANICAL SYMBOLS LEGEND - SUPPLY AIR 4--+1` RETURN AIR (CD B ® 41-4%-, EXHAUST AIR I_ iiia S-71---S STANDARD BRANCH, NO SPLITTER - SUPPLY FLOW TO RIGHT - L �_� / ;� 0 10- - - ,� 0 RETURN/EXHAUST FLOW TO LEFT dir i■rl� //////� /.i // �(, 1 BELLMOUTH WITH BALANCING DAMPER �,y i \IM �l'� 7 L - - - - -- - - - - - - -- Off% PI_ �1 FLEXIBLE DUCT DU N HAM iii. C J 416 Dunham Associates,inc. r =..___.._=_.. 7 i n! ..... An.__!! i,. TURNING VANES 50 SouthSisthStreetlSuite 1100 Minneapolis,Minnesota 55402-1540 lb 4 PHONE 612.465.7550 FAX 612.465.7551 200 ! 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L - - - - J / - - - - J ILOCATI -lFYa 5----® RETURN DUCT DOWN, NEGATIVE PRESSURE ARLINGTON, TX 76012 ••• PH: (817) 635-5696 i4 %////a �� r 0 I4 D.J u- IEE EXHAUST DUCT DOWN, NEGATIVE PRESSURE FAX: (817) 635-5699 � - -1 [i. . . =�� J][� r, , I _ ' ■� These drawings are instruments of the Architect's service and are the ��-' 11 `� ! properly of the Architect.They shall not be reproduced or used in any way, .� I I 11 n i• whatsoever, whatsoever,without the written permission of the Architect.©2017 'i' L - J L I ,,,, ✓ �,w, J +.4 !"""""'�"`r����"+:, FLEXIBLE DUCTWORK CONNECTION TO UNIT %f` 0 C� C0 O C? C� C . -4 i i..I, Ii / " I - 's ->..��.d _ - 0 SUPPLY DIFFUSER/REGISTER BLANKOFF INDICATED SHADED ® X-10 SUPPLY DIFFUSER TYPE - NECK SIZE 375 DIFFUSER AIRFLOW (CFM) El X-10 RETURN GRILLE/REGISTER TYPE - NECK SIZE 200 RETURN AIRFLOW (CFM) LIGHTTYPE - NECK SIZE THE GENERAL LL CONTRACTOR AND/OR A5UB-CONTRACTORS ® X`8 EXHAUST GRILLE/REGISTER INORKIN6 FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO BOX 1 50 EXHAUST AIRFLOW (CFM) SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE RE6ARDINb MEASUREMENTS, IP SUCH ANTS DO NOT APPEAR CORRECT, ADD UP PROPERLY 4ECDj• c-4 .--s CONCENTRIC DUCT TRANSITION OR SCALE CORRECTLY TO THE INDICATED SIZE. 'ft-it, �� ECCENTRIC DUCT TRANSITION DATE: ISSUE so SMOKE DETECTOR 04/24/11 TUMI 90% REVIEiN SET Q THERMOSTAT 04/26/11 LANDLORD SET EXISTING DUCT TO REMAIN 05/01/11 REVISION 1 - PERMIT SET f„ H EGHAN IGAL FLAN i SCAM 1/4'• 11.0 3. EXISTING DUCT TO BE REMOVED GENERAL NOTES 1 . BLANK OFF ANY UNUSED SECTION OF LINEAR DIFFUSER AS REQUIRED FOR PROPER AIR FLOW. 2. EMERGENCY SERVICE CALLS FOR WARRANTY SERVICE ARE TO THE TGC WITHIN THE FIRST YEAR OF INSTALLATION. CALLS TO OUTSIDE SERVICE CONTRACTORS DO NOT NEGATE WARRANTY. 3. THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE PROPOSAL A ONE YEAR DATE: No. REVISIONS / BY: EXHAUST FAN SCHEDULE GUARANTEE, WARRANTY ON ALL EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, ALL MATERIALS AND WORK UNDER THE CONTRACT AND SHALL PROJECT: MAKE GOOD, REPAIR, OR REPLACE AT THEIR OWN EXPENSE, ANY DEFECTIVE EQUIP MANUF. MODEL NO TYPE CFM EXT HP RPM TIP DRIVE VOLT/ ACCESSORIES WORK, MATERIAL OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF Ill IM I 12 MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF THE INSTALLATION BY NO SP SPEED PHASE THE TENANT'S CONSTRUCTION MANAGER. IN CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE TO FAILURE WITHIN THE GUARANTEE PERIOD, THE GUARANTEE LOCATION: WASHINGTON SQUARE EF-1 GREENHECK SP-A125 CEILING 109 .25 FRACTIONAL 1100 -- DIRECT SEE ELEC 1, 2 ON THAT PORTION OF WORK SHALL BE EXTENDED FORA PERIOD OF 12 MONTHS FROM THE DATE OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, WARRANTY 9585 SIN WASHINGTON SQUARE RD IS TO INCLUDE ALL LABOR, MATERIAL, PARTS, ETC. NECESSARY TO MAINTAIN THE PORTLAND, OR 9"1223 ACCESSORIES: SYSTEM IN SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR STARTING SPACE 1*J02 FROM THE DATE OF ACCEPTANCE OF THE SYSTEM BY THE TENANT. IT SHALL PROJECT NO. DRAWN BY: 1. FACTORY INSTALLED GRAVITY BACKDRAFT DAMPER. ALSO INCLUDE ONE SUMMER TO WINTER CHANGEOVER AND ONE WINTER TO 2. INTERLOCK WITH TOILET ROOM LIGHT SWITCH. SUMMER CHANGEOVER, A NEW SET OF FILTERS AT THE TIME OF STARTUP AND 0418cc15-015 -PK QUARTERLY FILTER CHANGES DURING THE FIRST YEAR. THE NORMAL PREVENTATIVE MAINTENANCE WORK SHALL BE PERFORMED AT THE TIME OF THE FILTER SCALE: CHECKED BY: CHANGES. USE ONLY #40 PLEATED TYPE AIR FILTERS. COORDINATE REQUIREMENTS NO SCALE GS • W/ TUMI PROJECT MANAGER. DIFFUSER, GRILLE 8c REGISTER SCHEDULE DATE: 04/24/17 DIFF. MOUNTING TYPE DESCRIPTION FINISH MANUF MODEL NO SIZE NOTES: O KEY NOTES TAG 1. REPLACE EXISTING VAV BOX WITH NEW TITUS MODEL PESV VAV BOX IN NEW LOCATION. A SURFACE SUPPLY WHITE TITUS OMNI 24" X 24" 1 OUTDOOR AIR CALCULATION HANG FROM STRUCTURE ABOVE IN BEST POSSIBLE LOCATION. VERIFY EXACT LOCATION IN FIELD, LOCATION ON DRAWINGS IS APPROXIMATE ONLY. SEE SCHEDULE FOR AIR B LAY-IN SUPPLY WHITE TITUS TMS 24" X 24" 1 BASED ON 2012 INTERNATIONAL MECHANICAL CODE BALANCE AND VAV BOX SPECIFICATIONS. VERIFY EXISTING CONDITIONS. C LAY-IN RETURN WHITE TITUS SOF 24" X 12" 2 RETAIL SALES: 2. EXTEND NEW 10"o MED. PRESSURE SUPPLY AIR DUCT AND CONNECT TO EXISTING 10"0 eaTAP FROM LL PROVIDED MAIN SUPPLY AIR DUCTWORK. PROVIDE MIN. 4 DIAMETERS OF D SURFACE RETURN WHITE TITUS 350RL 24" X 24" 2 (789 --2 * i�s ooPso.PL '. * 7.5 CFM/PERSON) + STRAIGHT DUCTWORK IMMEDIATELY UPSTREAM OF VAV BOX INLET. COORDINATE EXACT (789 FT2 X 0.12 CFM/FT2) = 183 CFM LOCATION OF MALL MED. PRESSURE SUPPLY AIR DUCT WITH LL FIELD REPRESENTATIVE NOTES: PRIOR TO BID. DRAINING MECHANICAL �NAME: GHANI � 1. SUPPLY AIR DIFFUSER WITH OPPOSED BLADE DAMPER. RETAIL STORAGE ROOMS: G L ELAN 2. 1/2" X 1/2" X 1/2" EGGCRATE RETURN AIR GRILLE. 256 FT2 X 0.12 CFM/FT2 = 31 CFM 3. EXHAUST FAN PROVIDED BY CONTRACTOR. EXTEND NEW 6"0 DUCT FROM THE EXHAUST 3. 35 DEGREE DEFLECTION RETURN/TRANSFER GRILLE. FAN UP THRU ROOF TO GOOSENECK WITH BIRD SCREEN. AND SCHEDULES TOTAL CFM: 214 CFM DRAINING NO. 4. PROVIDE THERMOSTAT FOR VAV-1 CONTROL MOUNTED 4'-O" A.F.F.. VERIFY CONTROLS VAV BOX W/ ELECTRIC HEAT 214 CFM / 0.8 EZ = 268 CFM REQUIREMENTS AND BMS CONNECTION WITH LANDLORD'S REPRESENTATIVE. INLET PRIMARY CFM STATIC PRESSURE(IN. W.G.) NC LEVELS ELECTRIC HEATING COIL OUTSIDE AIR REQUIRED = 268 CFM 5. FLEX DUCT 5'-O" MAX LENGTH. TYPICAL FOR ALL. OUTSIDE AIR PROVIDED = N/A M 2 .0 TAG MAKE MODEL SIZE MAX MIN INLET DOWN MIN RAD. DISCH. kW ELEC. STEPS 6. INSTALL NEW SPIN-IN TAKE OFF IN EXISTING SUPPLY AIR DUCTWORK. PROVIDE MANUAL NOTE: OUTSIDE AIR IS PROVIDED THROUGH THE VOLUME DAMPER. VAV-1 TITUS DESV 10" 1055 320 0.75 0.25 .15 23 19 2.5 SEE ELEC. 1 LANDLORD'S CENTRAL VAV SYSTEM. THIS TENANT NOTES: HAS CONTROL OUTSIDE OVER THE DELIVERED TO OR EXACT7. WALLS ARE UNFINISHED BELOW DECK TO ALLOW TRANSFER AIR MOVEMENT. `S�C�!Ep PROF," PROPORTION OF a 1. VERIFY EXACT CONTROL REQUIREMENTS WITH LANDLORD FIELD REPRESENTATIVE. C� .. e:20017.t : � ge LEASED SPACE. 8. EXISTING ROOF MOUNTED EXHAUST FAN AND ASSOCIATED DUCTWORK TO BE REMOVED. 4.r _ i I.00' p PATCH ROOF AS REQUIRED. r � ii��fjr , '� 9. PROVIDE VOLUME DAMPER AT END OF RIGID DUCT TAKE-OFF TO GYP. BOARD MOUNTED OREGO CEILING DIFFUSER. VOLUME DAMPER TO BE ACCESSIBLE THROUGH TRM PLASTER FRAME. *1.'4. '. COORDINATE LOCATION IN FIELD. TYPICAL FOR ALL DIFFUSERS MOUNTED IN GYP. BOARD 72,2o �," 2 MEGHANIGAL SGHEDULES AND LOAD GALGULATIONS CEILING. A.y1P� 5/1/2017 ACCESS min _ POOR #5020GG ROUND OR 830A-GG AIR FLOW AIR FLOW AIR FLOW RECTANGULAR VOLUME „ DAMPER WITH 210-275ML 3 MAX. CONTROLLER. YOUNG MgREGULATOR - BOWDEN GABLEtbillk‘ L 11111M4" 451: L L��- 025 x W L 45'� CONTROL SYSTEMS. DOUBLE �� 3 MIN. 11=11- MIN DUGTINORII THICKNESS �� MANUAL AIR R VANES L = 0.25 x W L = 0.25 x IN R / W MUST BE II LINEAR BRANCH 111 3" MIN. 3" MIN. DAMPER WITH GREATER THAN DUCT LDGKlNG OR EQUAL 70 I.S. SUPPLT D I FRJSER BRANCH QUADRANT CONTROL CABLE NI iv DUCT WITH VOLUME DAMPER ND TURNING VANES REQUIRED. DUNHAM Mi NOTE h it/ ADJUST WITH 1/4" SQUARE ELL3ON SUPPLY TAP RETURN TAP SUPPLY TAP WITH ALTERNATE CONTRACTOR TO COMPLY WITH BUILDING / LANDLORD CRITERIA, Dunham Associates,Inc. NUTDRIVER DESIGN CRITERIA, STANDARD 50 South Sixth Street Suite 1100 SUPPLY GRILLS RECTANGULAR L�301 ORDINANCE REQUIREMENTS WHEN COMMENCINGTILWORK. THESETHD / Minneapolis,Sixth trees 1-1540 REQUIREMENTS SHALL SUPERSEDE ANY AND ALL INFORMATION ON THE PHONE 612.465.7580 tax 612.465.7551 DRAWINGS UNLESS AGREEMENT TO THE CONTRARY DURING THE BID WES dunhameng.commechanical+electrical consulting engineering PROCESS WHEREAS THE CLIENT WILL BE EXCLUDED FROM INCURRING VOLUME DAMPER DETAILDUGTY�IORK DETAILS ANY ADDITIONAL COSTS. THE GENERAL CONTRACTOR SHALL OVERSEE 1D1 2 THE EXECUTION AND COMPLETION OF TI ILL ITEMS ALSO AT NO SCALE: N.T.S. SCALE: N.T.S. ADDITIONAL COST TO THE CLIENT. ANY DISCREPANCIES OR ARCHITECT: INCONSISTENCIES CONCERNING THESE REQUIREMENTS AFTER THE PROJECT IS AWARDED SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OWNER AND TENANT FOR APPROVAL PRIOR TO COMMENCING WORK. ANY UPGRADES TO THE DESIGN / SCOPE OF WORK TO TOP CHORD CONFORM TO THE PRECEDING REQUIREMENTS AT THIS JUNCTURE WILL OF BEAMS. THEN BE AT THE TENANTS EXPENSE. C 1M BEAM CLAMP (MAX. V. I \ ! \ NOTE 2: . A WEIGHT 500 LBS) SINCE CODES VARY ACROSS REGIONS, IT 15 THE GENERAL AND BEAM CLAMP (MAX SUBCONTRACTORS RESPONSIBILITY TO REVIEW THE CONSTRUCTION C 0 R TLA N 0 WEIGHT 500 LBS) IAILW�WI-= SQL DRAWINGS DURING BIDDING AND INCLUDE IN THEIR BID ANY ALTERNATEM (� R C A N BEAM CODE RELATED RECOMMENDATIONS / DETAILS OR SPECIFICATIONS. IF THERE ARE ANY PROPOSED ALTERATION EQUIPMENT / INSTALLATION A R C H I T E C T CHANGES, THEN THE G05T5 FOR THESE CHANGES ARE TO BE EQUAL TO 1/2" CONTINUOUS STRUCTURALOR GREATER IN VALUE TO THE ITEMS AND QUANTITIES MENTIONED IN THREADED ROD. STEEL BEAM 1/2" CONTINUOUS THE ORIGINAL CONSTRUCTION DRAWINGS AND THE CHANGES SHALL SE P-1000 UNISTRUT CHANNEL THREADED ROD. SUBMITTED TO THE ARCHITECT / ENGINEER FOR REVIEW AND 71 1 N. FIELDER RD. SECURE UNISTRUT APPROVAL. CONTRACTORS WHO DO NOT ADHERE TO THIS SURFACES TOGETHER. -` 4\--DOUBLE -� REQUIREMENT WILL BE RESPONSIBLE FOR INCURRING THE ADDED COSTS ARLINGTON, TX 76012 \�-D REQUIRED FOR THE DESIGN TO COMPLY WITH LOCAL CODE. PH: (817) 635-5696 A` P-1000 UNISTRUT CHANNEL 1/2`WASH R W(TYP). FAX: (817) 635-5699 SECTIONA-A STEEL E3EA1 " 1 These drawings are instruments of the Architect's service and are the NOT TO SCALE ATTACHMENT DETAIL 1/2" CONTINUOUS THREADED ROD (TPP). = _ VAV UNIT property of the Architect.They shall not be reproduced or used in any way, whatsoever,without the written permission of the Architect.Q 2017 NOT TO SCALE CONTRACTOR SHALL COORDINATE VIBRATION ISOLATOR LOCATE PER ALL STRUCTURAL REQUIREMENTS MANUFACTURER'S REQUIREMENTS. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WITH LL AND STRUCTURAL ENGINEER PROVIDE A MINIMUM OF (4), ONE AT REQUIREMENTS WITH LL AND STRUCTURAL ENGINEER PRIOR PRIOR BID. DETAIL IS FOR EACH CORNER OF UNIT. P-1000 UNISTRUT CHANNEL TO BID. DETAIL 15 FOR REFERENCE ONLY AND ALL REFERENCEORONLY AND ALL SUPPORTS INCLUDING SEISMIC SUPPORTS / RESTRAINTS SUPPORTS / RESTRAICLUDINGNTS SEISMIC ARE THE RESPONSIBILITY OF THIS CONTRACTOR. RESUPPORTSNSI ILITY O AI HIS ARE THE PROVIDE AND INSTALL AS REQUIRED. RESPONSIBILITY OF THIS CONTRACTOR, PROVIDE AND INSTALL AS REQUIRED. f THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS ( -' ATTACHMENT TO STRUCTURE DETAILS C4] VAV SUPPORT , LOAD CALOUL ANIONS WORKING FROM 111CSC PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR j SCALE! N.T.S. SCALE: N.T.S. j SCALE: N.T.S. HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. BEAM CLAMP (MAX f. --- --- --- --- AIRFLOW- WEIGHT SOO LBS) � , Q Q DATE: ISSUE INNER NYLON 66 04/24/11 TUMI c10% REVIEW SET DUGTSTRAP CLAMP. SHEET METAL SCREW 04/26/11 LANDLORD SET CONICAL COLLAR 1#_• STEEL BEAM = AT INNER LINER. BY MECH. CONTR. �- 05/01/11 REVISION 1 - PERMIT SET VOLUME DAMPER —FLEX DUCT, MAX 1/4" DIA. THREADED C (r.k 111F.IP �- LG. LENGTH 5'-0" ROD (TYPICAL FOR 4, ---.--"-- 6" DIA. EXHAUST DUCT, BY ONE ON EACH CORNER) MECHANICAL CONTRACTOR, DIFFUSER ® TO CONNECT TO LANDLORD CONTRACTOR SHALL COORDINATE SUPPLIED TOILET EXHAUST NOTES: ALL STRUCTURAL REQUIREMENTS RUBBER-IN-SHEAR 6" DIA. DUCT. VERIFY LOCATION FLEXIBLE DUCT IS TO BE USED FOR VERTICAL DROPS ONLY. KNOUTS WITH LL AND STRUCTURAL ENGINEER VIBRATION ISOLATORS PRIOR TO BID. AND ELBOWS ARE TO BE SHEETMETAL DUCT. THE MECHANICAL PRIOR TO BID. DETAIL IS FOR \ (-- CONTRACTOR MUST PROVIDE ADAPTERS FOR DIFFUSERS WITH REFERENCE ONLY AND ALL EXHAUST FAN DAir System Design Load Summary for VAV SQUARE AND RECTANGULAR NECKS AS REQUIRED. INNER LINER TO BE SUPPORTS INCLUDING SEISMIC Project Name:0418895-015Tumi-Washington Square,OR od120/20t7 SECURED TO COLLAR BY NYLON STRAP AND THREE SHEET METAL SUPPORTS / RESTRAINTS ARE THE Prepared by Dunham Associates,Inc. 01:38PM SCREWS TO PREVENT LINER FROM SLIPPING OFF COLLAR. MAXIMUM RESPONSIBILITY OF THIS �� FLEXIBLE FLEX DUCT IS 5 FEET. CUT SMALL SLIT IN LINER AT DAMPER CONTRACTOR. PROVIDE AND CONNECTOR ADJUSTMENT W/STRING OR WIRE MARKER TO SHOW LOCATION. INSTALL AS REQUIRED. BACKDRAFT DESIGN COOLING DESIGN HEATING EXHAUST DAMPER u �-^} COOLING DATA AT Jun 1400 HEATING DATA AT DES HTO OTTOMI SGS ARG DU GT L/�T I L F TOIL•ETUST D T ILcoouN6 a a oe t ws 88i t 638.8•� tteATtac�oA os we rase•et1863r Srrtstbie t.atant ' 8anaittlt tatant V zoNEtoAos Details (Snarl (13Tttttr1_ Dettaits (81Whr) (13TWhr) DATE: NO. REVISIONS / BY: SCALE: N.TS. SCALE: N.T.S. Window&Skylight Solar Loads 0 ft' 0 0 W - - Wall Transmission oft' 0 q W PROJECT: Roof Transmission 989 ft2 3410 - 989 f1' 2223 - BEAM CLAMP (MAX. TOP CHORD 2x2x16 GA. ANG Window Transmission ort' 0 ort' 0 - Skylight Transmission 0 ft' 0 • 0 ft' 01 !LEI NA I WEIGHT 500 LB5) OF BEAM. Door Loads oft' 0i oft' o / \ \ \ / \ Floor Transmission 888 R' 0 i 989 ft' 0 \\ / \ / \ \1 P en; °�' ° °"� ° LOCATION: WASHINGTON SQUARE 1 • i 1/2" DIA. j • CONTINUOUS OverheadLtghting z12Certing ow 63430 • 0 ft/ 0 9555 5W WrASHINGTON SQUARE RD Task lighting o w' o 0 0 - PORTLAND, OR 91223 1/2" CONTINUOUS . THREADED ROD. Electric Equipment 397W 1235• 0 0 THREADED ROD. `..'PAtGE #..IO2 . - - I! People 13 2516 3465 0 0 0 STEEL BEAM Infiltration 0 - 0 o PROJECT NO. DRAWN BY: IC 2: 3/8" MACHINE I Aascallaneous - 3325 p - 0 0 - - BOLT Safety Factor 10%1 10% 16392 347, 10% 222 0 0418885-015 JPK asTotal Zone Loads - 1160$ 3812 - 2441 0 SCALE: CHECKED BY: Zona Conditioning - 20881 3812 - 2288 0 Pkanum WallLoad 0% 4 • 0 0 - NO SCALE G5 fitetPlerttart Roof Load 0% 0- 0 00 - /1 Ptern,m Lig#tiirtg load 0`'o d' 0 0 - PATE: METAL STRAP NOTE: Ventilation Load 105044 Q50 C FM 0 0 i CFM 0 0 DISTANCE BETWEEN DUCT 0upply Fan Load 1055 CFM 0 - 1055 CFM 0 - 04/24/11 HANGERS SHALL BE IN Space Fan Coil Fans 0 - 0 - ACCORDANCE WITH THE Duct Hem Gain!Loss 0% 0 0°� 0 - RULES OF THE AGENCIES c Total tengn Loads - 20881 3813 - 2385 d HAVING JURISDICTION. Central Cooling Coil 20881 3813 - 0 0 Centra!Heating soil 0 2288 - >s Tetat Candttlanlnp - 20attt 3813 - .2231 4f Key Positive values are coy loads Positive values are htg loads Negative values are hog loads Negative value*are clg loads I" X I6 GA. MIN (DUCTS OVER 2 SQ. FT) MAX. 700 LBS. \ --":,"2Y I" X 18 GA. MIN (DUCTS UNDER 2 SQ. FT.) MAX. 420 LBS. FOR DUCTS OVER 44" WIDE, TURN METAL STRAP UNDER BOTTOM OF DUCT AND FASTEN DRAINING NAME: DUCT SIZE . /- ��! DETAIL DIA. MAX MECHANICAL DETAILS I7UC T!' `4ORK SUPPORT DETAIL MAX WEIGHT PER NOT TO SCALE FOOT = 16 LBS. DRAINING NO. RECTANGULAR DUCTS ALUMINUM MIN. B ROUND DUCT SUPPORT DETAIL MAX. SIDE INCHES MIN. 6ALV. CHT. GAUGE d 5 GAUGE NOT TO SCALE THROUGH 12 26 (0.022 IN) 24 (0.020 IN) 13 THROUGH 50 24 (0.028 IN) 22 (0.025 IN) ROUND DUCTS M M3 .O SI THROUGH 54 22 (0.034 IN) 20 (0.032 IN) SPIRAL SEAM LONGITUDINAL SEAM 55 THROUGH 84 20 (0.040 IN) IS (0.040 IN) DUCT STEEL MIN. DUCT STEEL MIN. FITTINGS STEEL MIN. OVER 84 IS (0.052 IN) 16 (0.051 IN) DIAMETER INCHES 6ALV. 51-IT. GAUGE GALV. CHT. GAUGE GALV. CHT. GAUGE THROUGH 12 26 (0.0I4 IN) 26 (0.022 IN) 26 (0.022 IN) 3tt PROT REQUIREMENTS WITH LL COORDINATE ENGINEERPRIOR I9 THROUGHT28 26 (0.0220. IN) 24 (0.034 IN) 24 (0.023 IN) �S�,�G:t N,F ��t, ,�bi iiali si- e t er TO BID. DETAIL IS FOR REFERENCE ONLY AND ALL 24 THROUGH 36 22 (0.034 IN) 20 (0.040 IN) 20 (0.040 IN) J t8 ••j ei.- s :'.;, ,a0' SUPPORTS INCLUDING SEISMIC SUPPORTS / RESTRAINTS 57 THROUGH 52 20 (0.040 IN) 18 (0.052 IN) 18 (0.052 IN) i��� �A`/f ' ARE THE RESPONSIBILITY OF THIS CONTRACTOR. Hourly Analysis Program v5.00 Page 1 of 1 PROVIDE AND INSTALL AS REQUIRED. OREGO �Y T2s 2.06 GV. 0- Cal IUGT SUPPORT DT,�IL Ccd NOT USED 1O LOAD CALCULATIONS ' A• ' SCALE: Vb. SGAL E: N T5. SCALE: N.T.S. 5/1/2017 II ' LOCATION(TGC VERIFY -T--I Y'/ PRIOR TO BID) / CONTRACTOR SHALL CONSULT TENANT DESIGN SPACE ABOVE CEILING I5 TO EE A RETURN AIR EXISTIN1:::i CRITERIA PRIOR TO 51D.ALL WORK NOTED IN PLENUM.CONSTRUCTION MATERIALS ABOVE `- - / ELECTF THIS CRITERIA SHALL SUPERCEDE ANY GEEING SHALL EE No1NCOM81J5TIBLE,OR HAVE A CONTRADICTING INFORMATION ON TI ICAC PLANS. MAXIMUM 25 FLAME SPREAD AND 50 SMOKE D U N H A M PANEL _ DEVELOPMENT FINISH RA11NS.WIRING SHALL BE LASERED PLEwM RATED TYPE PER NEPA 70. 3"VTR ICIDunham Associates,Inc. 50 South Sixth Street/Suite 1100 11 'OsicsiselO L Minneapolis,Minnesota 55402-1540 PHONE 612.465.7550 FAX 612.465.7551 IWEB dunhameng.com N mechanical+electrical consulting engineering =E I 1 �\ I '0 <> / y2„ >51 I 1 1 I � - I I ARCHITECT: DI � - O4 PF-1 6 \� , I,2"vA i�' 1 1 PF-1 '0`. 1 I EXISTING PLUMBING I PF-50 �' 1 C FIV LOCATION(T C VERIFYI .1 PT �-3 :: I O PF-1 j nilsire Q O 1 � y 1 j CORTLAND 1111 PF-2 : � ; PF-2 1 I I MORGAN PF4 - 9 •• 1 ARCHITECT PF-3 !,� / / , i..►�iW • V PFc-?...0-2j, 711 N. FIELDER RD. \ NN4N4`.....„..........„..., PF-4 ARLINGTON, TX 76012 PH: (817) 635-5696 i f J� ` ) FAX: (817) 635-5699 �1 PLUMBING WATER SUPPLY PLAN IC2] PLUMBING SA 1 'I TARP ( 1! `TER SUPPLY RISER D IAC RA1 , These drawings are instruments of the Architect's service and are the property of the Architect.They shall not be reproduced or used in any way, whatsoever,without the written permission of the Architect.©2017 SCALE: I/4' ■ I'-0' SCALE: N.T.S. <> PLUMBING KEYED NOTES I. EXTEND NEW 5/4" GW LINE AND CONNECT 4. NEW INSTANTANEOUS WATER HEATER THE 4ENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS TO EXISTING MIN. 5/4" WATER LINE - BELOW LAVATORY - INSTALL 50 A5 NOT WORKING FROM T11GCt PLANS AND SPECIFICATIONS ARE NOT TO J-. VERIFY SIZE AND LOCATION IN FIELD. TO IMPEDE ON ADA CLEARANCE. SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR PROVIDE SHUT-OFF VALVE AT HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH CONNECTION. 5. PROVIDE ZURN MODEL (OR MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED 512E. Q APPROPRIMER AN EXTEND I/2" COPPER RTO PLUMBING FIXTURE SS+EDULLE RAP 2. EXTEND 3"VENT THRU ROOF. ENSURE MIN. PRIMER AND EXTEND I/�' COPPER TO f \ CODE REQUIRED DISTANCE OF 10'-04 FROM FLOOR DRAIN TRAP PRIMMER c 1 ALL FRESH AIR INTAKES. CONNECTION. DATE: ISSUE 5. EXTEND 4" SANITARY PIPING AND TAG DESCRIPTION MANUFACTURER/MODEL NO. REMARKS NEW SINK - CONNECT TO MIN. 4" SANITARY PIPING 04/ 4/1"1 TUMI 90/o REVIEW SET TOTO #LT30'1b COMMERCIAL WALL-HUNG LAVATORY;FINISH VI BELOW FLOOR. VERIFY EXACT LOCATION LAVATORY COTTON T.6.0 TO PROVIDE P-TRAP,CLEAN OUT $ ESCUTCHEON. UNDER SINK IN FIELD. 04/26/11 LANDLORD SET INSTANTANEOUS T T PF-IFAUCET AMERICAN STANDARD FAUCET(H.C.) MODEL *6551.170 W/WRIST WATER HEATER, T Q BLADE HANDLE, POP UP DRAIN PIECE t VANDAL RESISTANT. 05/01/17 REVISION 1 - PERMIT SET SEE SPEC. - y STOP-VALVEN6LE PLUMBING LEGEND P-TRAP COVER TRUEBRO 102 E-Z (2) VALVE PIPE COVER;FINISH WHITE OR EQUAL y _ F - - TOTO 'DRAKE" CLOSED COUPLED TOILET MODELSG5T7445 (LEFT 1/2" COLD GOLD HATER (GNU CHECK VALVE 1�l WATER CLOSET HAND TRIP LEVER) or ST7435R(RIGHT HAND TRIP LEVEW;FINISH *01 FLOOR MOUNTED PRESSURE-ASSISTED HOT WATER (HY'U _........___7_ -- --- BALL VALVE �I /2" COTTON WIRING 4 CONDUIT TRAP PF-2 HORIZONTAL DISCHARGE TO BE J.R. SMITH SERIES OILS OR ACCESSORIES AS REQUIRED FOR COMPLETE FINISH ......-1 � TEMEPRED HOT WATER(THUG) -•-•-•-•-•- SHUT-OFF VALVE D4 WALL CARRIER APPROVED EQUAL (ADA ADJUSTABLE) INSTALLATION J-BOX I!2" HOT e e SANITARY (SAN) BACKFLOW PREVEIVTER r).4 *STOILET SEAT TOTO C154 COMMERCIAL SEAT $ COVER;FINISH *01 COTTON 0 0 VENT (V) MIXING VALVE ZURN MODEL Z-455-P WITH 'TYPE B' STRAINER AND TRAP PRIMER , PF-3 FLOOR DRAIN CONNECTION. FLOOR DRAIN 0 TEMP. PRESS. RELIEF VALVE k PF-4 FLOOR CLEAN OUT JOSAM SERIES 58560 ADJUSTABLE WATER HAMMER ARRESTOR Q VACUUM RELIEF VALVE Q EEMAX MT005240T INSTANTANEOUS, 3.b KW,MICROPROCESSOR t DRAIN WITH TRAP AND TRAP PRIMER PF-5 WATER HEATER INTEGRAL MIXING VALVE OR APPROVED EQUAL WATER LINE FOR PRIMING �J DRAIN WITH TRAP EXPANSION TANK DATE: No. REVISIONS / BY: IC3] WATER HEATER PETAL WATER METER 0 WALL CLEANOUT (INCO) --ZOR iii PROJECT: SCALE: N.TS. 1 1114044/NA I GENERAL PLUMBING NOTES LOCATION: WASHINGTON SQUARE I.GENERAL ITEMS STRUCTURAL STEEL ONLY HANG FROM TOP FLANGE OF SEAMS AND TOP CHORDS ONLY AT PANEL G1555 SW WASHINGTON SQUARE RD POINTS OF JOISTS/TRUSSES. I. SLAVES: PROVIDE*22 SAGE GALVANIZED IRON PIPE SLEEVES FOR PIPING THROUGH WALLS AND 7. PRESSURE REDUCING VALVE: WATTS SERIES 25AUB BRONZE BODY WITH INTEGRAL 5/5 STRAINER, 2. REQUIRED IN WET AREAS: I. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER USING GOOD FLOOR,PACK WIT NON-A:d3E5TO5 ROPE AND FILL WITH EXPANDO NON-SHRINKING CEMENT. SEALED GAGE FOR 1/2'TO 2-I/216 TO 300 P5I. A. TOILET ROOMS PORTLAND, OR c17223 CONSTRUCTION PRACTICES.ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE 12. THE PLUMBING SUBCONTRACTORS QUOTING ON THEIR SPECIFIC SCOPE OF WORK/SERVICES TO B. FLOOR.MUST PITCH TO FLOOR DRAIN A MINIMUM OF 4'PER FOOT(2%SLOPE),MAXIMUM OF i'PER SPACE #J02 LANDLORDS CRITERIA;STATE,COUNTY,AND LOCAL CODES AND ORDINANCES;THE LATEST EDITIONS CONTACT TIE LOCAL BUILDING DEPARTMENT/AGENCY TO DISCUSS CODE ISSUES/IDIOSYNCRASIES 2. ESCUTCHEONS: PROVIDE EXPOSED PIPING,80TH BARE AND COVERED,WITH CP CAST BRASS 8. PRESSURE GAUGE: AMETEK DIV.OF US.GAUGE MODEL P5105,3-1/2'DIAL,1/4'STEM,ALUMINUM CASE, FOOT. OF ASHRAE STANDARDS,THE LIFE SAFETY CODE,THE APPLICABLE BUILDING CODE,UNDERWRITERS REGARDING THEIR SERVICES AND THE QUOTE ASSOCIATED WITH THE SERVICES TO THE GENERAL ESCUTCHEONS FIFERE PASSING THROUGH FLOORS,CEILINGS,WALl5 OR PARTITIONS. BLACK FINISH. PROJECT NO. DRAWN BY: LABORATORIES,THE NATIONAL ELECTRICAL CODE,NEPA 70,AOA,AND qb AND ALL OTHER CONTRACTOR FOR THIS PROJECT.THIS CONTRACTOR TO BE FAMILIAR WITH THE SITE WHERE SUCH 3. ACCEPTABLE MANUFACTURERS: 0418995-015 JPK APPLICABLE CODES ENFORCED BY AUTHORITIES HAVING JURISDICTION.THE GHAN6E5 REQUIRED BY SERVICES/WORK WILL BE PERFORMED,THIS SPECIFIC USE AND THE IDIOSYNCRASIES ASSOCIATED 3. HANCER5 AND SUPPORTS: SUPPORT HORIZONTAL DRAINAGE PIPING AT LEAST EVERY 5 FEET OR AT q, AIR VENT: HOFFMAN riq WATER MAIN VENT VALVE. A BOSTIC CONSTRICTION PRODUCTS,HUNTINGDON VALLEY,PA. ANY APPLICABLE CODES SHALL BE INCLUDED IN THE BID.AFTER THE CONTRACT 15 ISSUED,NO WITH THE LIFE,SAFETY AND HEALTH ASSOCIATED WITH THIS WORK AND TO INDICATE ON THE QUOTE EVERY HUB,COPPER TUBING EVERY 7 MIT AND SIM PIPE EVERY 10 FEET WITH'CLEVIS'HANGERS 5. MAPEI CORPORATION,ELK GROVE VILLAGE,IL. SCALE: CHECKED BY: ADDITIONAL.COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY THE TENANT TO THE CONTRACTOR ANY ITEMS REQUIRED THAT ARE NOT NECESSARILY SHOWN ON THE DRAWINGS/SPECIFICATIONS. AND INSULATION PROTECTION SHIELDS.PIPING SHALL NOT BE SUPPORTED FROM BRIDGING OR OT1•ER 10. WATER METER: HERSEY CO.MODEL 400 SERIES 115. G. THE NOBLE COMPANY,&RAND HAVEN,MI. PIPING.ONLY SUPPORT FROM TOP FLANGES OF SEAMS AND TOP CHORDS AT PANELS OF JOIST AND D. LATICRETE INTERNATIONAL,BETHANY,CT. NO SCALE G5 2. IT 15 THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A COMPLETE INSTALLATION FOR FINISHED 1I.WORK RESPONSIBILITY: TRUSSES.PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY CODES. II. VACUUM RELIEF VALVE: WATTS MODEL N36-MI BRASS BODY,I/2'NPT LINE SIZE. WORK,TESTED AND READY FOR OPERATION.THE WORK THROUGHOUT'SHALL BE EXECUTED IN TTE 4. INSTALLATION: (2 COATS) DATE: BEST AND MOST THOROUGH MANNER UNDER THE DIRECTION OF AND TO THE SATISFACTION OF THE I. FURNISH ALL LABOR,MATERIALS,EQUIPMENT AND CONTRACTORS FORA COMPLETE,SAFE 4, TEST: TEST PIPING AND PROVE TIGHT FOR AT LEAST TWO HOURS IN ACCORDANCE WITH 12. EXPANSION TANK: 60ULD5 PUMP MODEL VISA. A INSTALL OVER CURED GEMENT MORTAR BED AND CONCRETE FLOORS AS APPLICABLE,IN STRICT OWNER INSTALLATION OF PLUMBING WORK IN FULL CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES REQUIREMENTS OF AUTHORITIES HAVING JJRISDICTION AND/OR AS SPECIFIED.TEST SHALL BE COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS. 04/24/1-1 HAVING JURISDICTION AS INDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED,INCLUDING IN GENERAL PERFORMED IN THE PRESENCE OF OWNER'S DATIVE AND LOCAL INSPECTOR TEST SHALL BETS. TRAP PRIMER: PPP MODEL PI-500 UP TO FOUR CONNECTIONS.OPTIONAL DISTRIBUTION UNIT B. FLASH MEMBRANE 4'UP ADJACENT WALLS AND RESTRAINING SURFACES AS RECOMMENDED BY 3. ALL MATERIALS REQUIRED FOR THIS WORK SHALL BE NEWT,UNUSED,BEST OF ITS RESPECTIVE KINDS, THE FOLLOWING: REPEATED IF NECESSARY UNTIL FINAL APPROVAL OF SYSTEM 15 OBTAINED. REQUIRED MA ACS AND FREE FROM DEFECTS AND OF FIRST GLASS QUALITY.BASIS OF QUALITY SHALL BE LATEST FOR 2,3 AND FOUR DRAIN LINES. INSTALL IN ACCESSIBLE AREA OR PROVIDE ACCESS PANEL. C. ALLOW MEMBRANE TO CURE PRIOR TO SETTING TILE. STANDARDS OF OSTIA,ANSI FEDERAL SPECIFICATIONS OR OTHER ACCEPTABLE STANDARDS. 2. SANITARY DRAINAGE CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME WITH A. PEST DRAINAGE AND VENT PIPING BY FILLING WITH WATER TO OVERFLOWING AT ROOF,WATER D. DO NOT ALLOW CONSTRUCTION TRAFFIC ON MEMBRANE. FINAL CONNECTIONS TO EXISTING PREINSTALLED OUTLETS PROVIDED BY PRIOR TENANT(5)OR LEVEL TO REMAIN. 14. MIXING VALVE: WATTS SERIES MMI/MIXING VALVE,1/2'LINE SIZE E. MUST BE SLEEVED AND CAULKED. 4. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR WORK UNTIL ITS COMPLETION AND LANDLORD.PLUMBER SHALL VERIFY EXACT LOCATION OF WASTE PIPE OUTLET BEFORE SUBMITTING B. TEST WATER PIPING WITH WATER I-1/2 TIMES THE WORKING PRESSURE. FINAL ACCEPTANCE AND SHALL REPLACE ANY OF 1HE SAME WHICH MAY BE DAMAGED,LOST OR BID AND NOTIFY THE ARCHITECT OF ANY LOCATION DISCREPANCIES.PLUMBING CONTRACTOR SHALL 15. BACKFLOW : WATTS SERIES qiq REDUCED PRESSURE ZONE ASSEMBLY BACKFLOW STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. BE RESPONSIBLE FOR ANY CONCRETE SAV4CUTT ING REQUIRED TO MAKE THE FINAL CONNECTION TO 5. STERILIZATION OF DOMESTIC WATER SYSTEM: BEFORE BEING PLACED IN SERVICE,ALL WATER LINES PREVENTOR LINE SIZE 1/2'TO 2'TO MATCH INLET WATER LINE SIZE. 5. THE PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED AND MATERIALS INSTALLED THE EXISTING ST TE 111MN6 OR CAPPED aTTDSS SAWGUTTING,EXCAVATING,BACKFILLING AND NEW SHAU.BE IN ACCORDANCE WITH AMA.CHLORINATED TO SPECIFICATION 0601-53TARGHITEGT OR LANDLORDS REPRESETNTATIVE, V.INSULATION: TO BE FREE FROM INHERENT DEFECTS AND SHALL KEEP IN REPAIR AND REPLACE ANY DEFECTIVE CONCRETE MUST MEET WITH THE LANDLORDS APPROVAL MATERIALS OF WORKMANSHIP,FREE OF COST TO THE TENANT(OWNED FORA PERIOD OF ONE(1) A. SNAKE SANITARY FORA DISTANCE OF LOO FEET AND REPORT AM'BLOCKAGE. b. SLOPE WASTE LINES 2 INCHES AND SMALLER NOT LESS THAN I/4 INCH PER FOOT.SLOPE LARGER I. ALL HOT AND COLD WATER PIPING AND FITTINGS SHALL BE INSULATED WITH I"THICK RIGID YEAR AFTER THE OPENING FOR BUSINESS. B. TEST WATER PRESSURE TO INSURE MINIMUM OF 50 PSI. MAINS NOT LESS THAN I/S INCH PER FOOT. FIBERGLASS WITH VAPOR BARRIER UNIVERSAL JACKET PASTED W1T14 VAPOR BARRIER CEMENT FOR G. CONTRACTORS TO INCLUDE IN THEIR BID TO X-RAY THE SLAB TO LOCATE THE SANITARY MAIN. PIPE LESS THAN OR EQUAL TO I-1/2. 6,2'THICK RIGID FIBERGLASS WITH VAPOR BARRIER UNIVERSAL DRAWING NAME: LL 6. ALL WORK SHABE DONE ACCORDING TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND I. INSTALL A CLEANOUT AT BASE OF EACH SOIL STACK AT EACH CHANGE IN DIRECTION,AT INTERVALS ,JACKET PASTED WITH VAPOR BARRIER CEMENT FOR PIPE GREATER THAN I-1/2%PIPE.VAPOR LEASE CRITERIA(IF APPLICABLE)AND SHALL RECEIVE THE APPROVAL OF ALL AUTHORITIES HAVING 3. COMPLETE VENT SYSTEM,ALL FIXTURES INDIVIDUALLY VENTED WITH FINAL CONNECTION THROUGH NOT OVER 50 FEET AND ELSEWHERE AS SHOVW ON DRAWINGS OR REQUIRED BY LOCAL CODE. BARRIER NOT REUIRED ON HOT WATER PIPING. PLUMBING PLANS, DETAILS, JURISDICTION.PREPARE ALL REQUIRED DOCUMENTS,DRAWINGS AND PERFORM ALL REQUIRED TESTS ROOF OR TO EXISTING LANDLORD SUPPLIED COMMON VENT.ROOF PENETRATION AND FLASHINkS TO BE CLEANOUTS SHALL NOT BE INSTALLED IN PUBLIC AREAS WITHOUT SPECIFIC PERMISSION BY TENANT'S AND PAY ALL REQUIRED CHARGES TO OBTAIN THESE APPROVALS. PERFORMED BY LANDLORD'S ROOFER(IF APPLICABLE).COST OF ROOF PENETRATION AND FLASHING CONSTRUCTION MANAGER. 2. ALL ADA CONFORMING,WHEELCHAIR ACCESSIBLE LAVATORY P-TRAP AND ANGLE VALVE SCHEDULES, 4 NOTES TO BE PART OF THIS CONTRACT,UNLESS NOTED OTHERWISE IN BID PROPOSAL(IF APPLICABLE). ASSEMBLIES TO BE COVERED WITH THE MOLDED,ANTIMICROBIAL TRUBRO,INC 'LAV-GUARD' GENERAL MEP NOTE I: 1. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR THE WORK BEFORE HAVING 1V.MATERIALS: UNDERSINK PROTECTIVE PIPE COVER MODEL*105. CONTRACTOR TO COMPLY WITH BUILDING/LANDLORD CRITERIA,DESIGN CRITERIA,STANDARD PRACTICES DRAINING NO. SUBMITTED A PROPOSAL.NO ADDITIONAL COMPENSATION WILL BE ALLOYED FOR CONDITIONS FOUND 4. DOMESTIC WATER SUPPLY SYSTEM INCLUDING CONNECTION TO EXISTING CAPPED OUTLET AND FINAL AND LOCAL CODE/ORDINANCE REQUIREMENTS WHEN COMMENCING WORK THESE REQUIREMENTS SHALL DURING THE COURSE OF TIE CONTRACT. CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT REQUIRING SAME.VERIFY EXACT LOCATION I. DRAINAGE AND VENT PIPING: EXTRA HEAVY HUB AND SPIGOT CAST IRON SOIL WITH RUBBER GASKETS VI.SPECIFIC PLUMBING SPECIFICATIONS: SUPERSEDE ANY AND ALL INFORMATION ON TIE DRAWINGS UNLESS ASREEMENT TO THE CONTRARY DURING . AND 51ZE BEFORE SUBMITTING BID. CONFORMING TO ASTM C564.NO-HUB CAST IRON TO HAVE HEAVY DUTY,TYPE 304 STAINLESS STEEL THE BID PROCESS WHEREAS THE CLIENT WILL BE EXCLUDED FROM INCURRING ANY ADDITIONAL COSTS. A. THE PLUMING SUBCONTRACTOR 15 REQUIRED TO VISIT THE SITE DURING BIDDING AND VERIFY COUPLINGS COWORMINS TO ASTM A 666,TYPE 30 STAINLESS STEEL SHIELD,TYPE 304 STAINLESS I. INSTALL NEW ONLY IF EXI5TTN6 DOES NOT peer CURRENT ADA/GABO-ANSI(A5 APPLICABLE,) 11E GENERAL CONTRACTOR SHALL OVERS THE EXECUTION AND COMPLETION OF T1ICSC ITEMS ALSO AT LOCATT00)OF WMERE PLUMBING PIPING/EQUIPMENT IS INDICATED TO BE PLACED,THEIR ROMS) 5. INSULATION OF ALL HOT AND COLD WATER PIPING,INCLUDING UNDER LAVATORY ADA PIPE STEEL BANDS AND SLEEVE.MPS 1-1/2'TO NIPS 41: 3'WIDE SHIELD WITH 4 BANDS;W5 5'TO NPS 10': STANDARDS,OR 15 DAMAGED,NOT IN WORKING ORDER OR NOT EXISTING AS APPLICABLE. NO ADDITIONAL COST TO THE CLIENT. ANY DISCREPANCIES OR INCONSISTENCIES CONCERNING TILL P1 .0 AND POSSIBLE INTERSECTION(5)WITHH OTHER EQUIPMENT/WORK/STRUCTURE(IF.STEEL BEAMS, WRAPPINGS. 4'WIDE SAND WITH 6 BANDS. REQUIREMENTS AFTER THE PROJECT IS AWARDED SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING ETC)TO BE INSTALLED AND/OR'EXISTING TO REMAIN'.THIS SUBCONTRACTOR IS TO VERIFY 2. IT 15 THIS CONTRACTOR'S RESPONSIBILITY TO SUPPLY HANDICAPPED TOILET FIXTURES,IF REQUIRED OMER AND TENANT FOR APPROVAL PRIOR TO COMMENCING WORK ANY UPGRADES TO THE DESIGN/ ■ 2. WATER PIPING BELOW SLAB: TYPE 'K'HARD COPPER TUBING,WITH CAST BRONZE OR?NOUGHT HEIGHTS 'TO BE INSTALLED TO MAINTAIN DESIGNED CEILING HEIGHTS AND HEAD ROOM.ANY b. FURNISH AND INSTALL WA1T3t METER(IF APPLICABLE)AGGE551BLE TO UTILITY COMPANY OR BY GODS OR NOTED ON THE DRAWINGS,UTILIZING ITE SPECIFICATION ABOVE AS A STANDARD AND SCOPE OF WORK TO CONFORM TO THE PRECEDING REQUIREMENTS AT THIS JUNNGIURE WILL THEN BE AT THE HE DISCREPANCIES BETWEEN DESIGNED AND ACTUAL TO BE TOLD TO TGEN RAL CONTRACTOR LANDLORD'S REPRESENTATIVE FOR MONITORING WATER,BUT METER SHOULD IN NO WAY BE IN THE COPPER SOLDER JOINT FITTINGS USING 415-5 SOLDER. METING CODE REQUIREMENTS.SPACING OF FIXTURES TO BE COORDINATED WITH THE GENERAL TENANTS EXPENSE. �Q � AND INDICATED ON T-S BID FORM. PATH OF THE ADJVGABO-ANSI,5'-0'CIRCULAR PATTERN. 3. WATER PIPING ABOVE SLAB: TYPE 'L'COPPER TUBING USING SILVER SOLDER. CONTRACTOR A5 WELL AS THE PLUMBING INSPECTORS REQUIREMENTS. S�p�D PBOFc�,J+pO 8. THIS CONTRACTOR MUST PROVIDE LANDLORD'S CONSTRUCTION REPRESENTATIVE WITH COPIES OF :GENERALMEP 2: 7. COSTS FOR WORKING BF10W TENANTS SLAB IN ANOTHER TENANT'S SPACE. VII.LANDLORD'S CRITERIA: SINCE CODES VARY ACROSS REGIONS,IT 15 THE 6ENE�RA1.AND SUBCONTRACTORS RESPONSIBILITY TO REQUIRED INSURANCE A COPIES TO BE FURNISHED TO TOE OWNER BEFORE COMMENCING WORK 4. WATER HAMMER ARRESTERS: PROVIDE ON HOT AND COLD WATER BRANCHES TO FIXTURES,J.R. SMITH HYDROTROL MODEL 5020 FOR UP TO 60 FIXTURE UNITS. INSTALL IN ACCESSIBLE AREA OR REVIEW THE CONSTRUCTION DRAWINGS DURING BIDDING AND INCLUDE IN THEIR BID ANY ALTERNATE CODE f��J 8. INSTALLATION OF FLOOR DRAIN,BACKFLOW PREVENTER(IF REQUIRED BY CODE)AS PER LANDLORD I. TIE PLUMBING CONTRACTOR 15 TO BECOME FAMILIARIZED KITH LANDLORDS CRITERIA FOR THIS RELATED RECOMMENDATIONS/DETAILS OR SPECIFICATIONS. IF THERE ARE ANY PROPOSED ALTERATION / ►I' b q. SUBMIT THREE(3)SETS OF SHOP DRA IIN65 IDENTIFIED WITH PROJECT NAVE OF THE FOLLOWING(U q. REQUIREMENT AND CLEANOUT PER LOCAL CODE.COORDINATE ALL LOCATIONS WITH OPERATIONS NIDE ACCESS PANEL. LOCATION AND INCLUDE ANY WORK REQUIRED OF THIS CRITERIA,WHICH IS NOT SPECIFICALLY NOTED EQUIPMENT/INSTALLATION CHANGES,THEN Tl•E COSTS FOR TILL CHANGES ARE TO BE EQUAL TO OR ELECTRIC HOT WATER HEATER OR INSINKERATOR(2)PLUMBING FIXTURES AND TRIM.CONTRACTOR MANA6ER5. VALVES: GATE VALVE WATTS SERIES 6V: I/4'TO 4'BRONZE BODY,CHECK VALVE WATTS SERIES IN THESE DRAWINGS AND SPECIFICATIONS. GREATER IN VALUE TO THE ITEMS AND QUANTITIES MENTIONED IN THE ORIGINAL CONSTRUCTION DRAWINGS OREGO.'� SHALL SUBMIT SHOP DRAWING OF PIPING LAYOUT TO THE OWNER FOR THEIR FILE. AND THE CHANGES SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL .44 2�1 GUY: 3/3'TO 2'BRONZE BODY,BALL VALVE WATTS SERIES 56080 OR 66031 FULL PORT: V2'TO 2' 10. COMPLETE NATURAL 6A5 PIPING SYSTEMS(A5 APPLICABLE,REFER TO PLANS) VIII.ELASTOMERIC WATERPROOFING MEMBRANE: CONTRACTORS WHO DO NOT ADHERE TO THIS REQUIREMENT WILL BE RESPONSIBLE FOR INCURRING THE rZ,j`C� 10. THE PLUMBING SUBCONTRACTOR IS A SUBCONTRACTOR OF THETHE TENANT'S GENERAL CONTRACTOR BRONZE�� ADDED COSTS REQUIRED FOR DESIGN TO COMPLY WITH LOCAL CODE. A.kms` 111. INSTALLATION b. AND TEMPERAIIJRE RELIEF VALVE: WATTS REGULATING CO.MODEL IOL. I. DESCRIPTION: MANUFACTURERS PROPRIETARY ELASTOMERIG COMPOUND FORMULATED FOR USE AS II. NOTCHING AND BORING OF STRUCTURAL STEEL MEMBERS 15 NOT PERMITTED.I' EN HANGING FROM HEAVY DUTY WATERPROOF MEMBRANE UNDER CERAMIC TILE FLOORS. 5/1/2017 NOTES & TAGS VERIFY ALL ELECTRICAL SERVICE SIZE, EQUIPMENT AND RATINGS PRIOR TO BID. pp ( h� /� (El 9) REUSE EXISTING ELECTRICAL EQUIPMENT RI SER L/I AERAM NOTES ELEC EQUIP CONNECTION TAG - SEE EQUIP SCHEDULE WHERE IT MEETS OR EXCEEDS THE RTU C0='CONVENIENCE OUTLET' REQUIREMENTS SHOWN AND IS IN GOOD 1 WORKING CONDITION. I. INFORMATION ON THE ELECTRICAL SERVICE ENTRANCE IS BASED ON THE CONTRACTOR TO SITE VERIFY ALL INFORMATION RECEIVED AT THE TIME OF DESIGN FOR THIS PROJECT.CONTRACTOR v �1 KEYNOTE EXISTING CONDITIONS PRIOR TO BID AND SHALL VERIFY ELECTRICAL SERVICE AND ALL EQUIPMENT AGAINST THE DESIGN AND MAKE ALL ALLOWANCES IN BID REPORT ANY DISCREPANCIES THAT CANNOT BE RESOLVED IN THE FIELD TO THE NECESSARY FOR COMPLETE ENGINEER FOR FURTER INSTRUCTION AND/OR POSSIBLE REDESIGN OF AFFECTED INSTALLATION OF FI FCTRICAL SERVICE. ITEMS. L-1,3 CIRCUIT HOME RUN _._�_._._._.1.\ '�~` - L INDICATES PANEL 120/208V,3PH, 4W / 2. LOCATE NEW PANELBOARDS IN EXCLUSIVELY DEDICATED SPACES IN ACCORDANCE DUN HAM ACII - NUMBERS INDICATE CIRCUITS 200AS/200AF I I WITH NEC 110.26. PLUG ANY UNUSED OPENINGS. Dunham Associates,Inc. CONDUCTOR COUNT - UNLESS NOTED OTHERWISE j I 2"G-4#3/0, I#6 &ND 3. EXISTING ELECTRICAL EQUIPMENT TO BE REUSED WILL BE REQUIRED TO SATISFY THE 50 South Sixth street suite 1100 / SHORT HASH INDICATES 1#12 WIRE j REQUIREMENTS OF THE CURRENT NEC WITH REGARDS TO RATING, IDENTIFICATION,USE, Minneapolis,Minnesota 55402-1540 / LONG HASH INDICATES 1#12 NEUTRAL - 1 �� WIRE BENDING SPACE,ETC. A5 IF THEY WERE NEW. PHONE 612.465.7550 FAx 612.465.7551 A ,i_._._ — WEB dunhameng.eom / HASH W/ DOT INDICATES 1#12 GROUND I ! I ! ! - 4. CONTRACTOR SHALL VERIFY ALL ELECTRICAL EQUIPMENT,SIZES AND RATINGS AND mechanical+electrical consulting engineering -'N I I I II ! SHALL VERIFY THE PANELS HAVE THE LOAD CAPACITY TO HANDLE THE ADDITIONAL .0 Q JUNCTION BOX - WALL/CEILING MOUNT CT CABINET i >! r M L._._►, j j . LOAD. ARCHITECT: SOCKET AND I t• i ! I LIGHT FIXTURE ID - REFER TO LT FIXT SCHEDULE co INATE •_ ! ! 5. FOR EXISTING ELECTRICAL PANELS,PROVIDE NEW CIRCUITS AS REQUIRED AND MATCH A (FIXT SCHEDULE OVERRIDES SYMBOL ABBREVIATION) REQUIREMENTS — — - _ - , i i i EXISTING MANUFACTURER AND DEVICE RATINGS. r - _ i i PANEL 'LA" b A - INDICATES LIGHT FIXTURE TYPE COMPANY i i j EM NL b 7 - INDICATES CIRCUIT NUMBER ! _i_I j iC-.... I1V b - INDICATES SWITCHING RISER �.E�EN1� EM - INDICATES "EMERGENCY BALLAST" � _._. _._._._ T - - TO GRIOUND I ! - NL - INDICATES FIXTURE TO BE A NIGHT LIGHT GROUNDING ! ! DASH DOT LINE TYPE INDICATES EXISTING C ORTLANDM D R A N i GRID - i._._._._._._._.i ._._._.-._ EQUIPMENT TO REMAIN POWERMETERING TROUGH ARCHITECT I I20/206V, 3PH, ' j 1 a BRANCH CIRCUIT PANEL SERVICE # © TRANSFORMER i LEASE LINE 711 N. FIELDER RD. 0 MOTOR OR MOTOR CONNECTION I ARLINGTON, TX 76012 PH: (817) 635-5696 JJ DISCONNECT SWITCH EXISTING TO _ /, FAX: (817) 635-5699 UTILITY - - _ - These drawings are instruments of the Architect's service and are the e SINGLE RECEPTACLE TRANSFORMER property of the Architect.They shall not be reproduced or used in any way, whatsoever,without the written permission of the Architect.©2017 DUPLEX RECEPTACLE RISER. E7 I AS AM e EMERGENCY DUPLEX RECEPTACLE - WALL MOUNT `* NTS co SPLIT WIRED DUPLEX RECEPTACLE - WALL MOUNT UTILIZE LANDLORD THE LANDLORCALD ELECTRICALTOR FOA ALL CONNECTIONS TO LANDLORD GEAR • QUADPLEX RECEPTACLE - WALL MOUNT TGG TO SURVEY ALL EXISTING ELECTRICAL EQUIPMENT AND VERIFY ANY ADDITIONAL WORK TO BE COMPLETED. VERIFY WITH MALL 40 EMERGENCY QUADPLEX RECEPTACLE- WALL MOUNT OPERATIONS. O DUPLEX RECEPTACLE- CEILING MOUNT COORDINATE ALL NEW ROUTING OF CONDUIT,FEEDER CABLES AND CONNECTIONS TO LANDLORD MAIN ELECTRICAL GEAR WITH MALL OPERATIONS. ANY AND ALL UPGRADES TO EXISTING EQUIPMENT THE GENERAL CONTRACTOR AND/OR AU- SUS-CONTRACTORS 19 e GFI RECEPTACLE, DUPLEX/QUADPLEX- WALL MOUNT SHALL BE TGC AT TENANT'S EXPENSE. WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO -ec CLOCK RECEPTACLE - WALL MOUNT LOIN VOLTAGE SCSIEDULE ANY AND ALL UPGRADES TO EXISTING EQUIPMENT SHALL BE BY SCALE SUCH INFORMATION T TO CONTACT THE ARCHITECT OR TGG AT TENANT'S EXPENSE. HU HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY 0 ® SPECIAL PURPOSE RECEPTACLE - WALL/CLG MNTSu lied OR SCALE CORRECTLY TO THE INDICATED SIZE. so O® FLOOR BOX- DEVICES AS INDICATED System Symbol Device pp Installed Notes GC TUMI GC TUMI _ DATE: ISSUE D POWER POLE -- DEVICES AS INDICATED , Conduit X x See vendor provided diagram for details Panel : PANEL LA Voltage: 120/208V, 3PH, 4W al MULTIOUTLET ASSEMBLY - DEVICES AS INDICATED Code L Code C Code R Code M Code E Code K Code D 04/24/1-t TUMI 90% REVIEW SET Cabling X x See vendor provided diagram for details No. Amp/p Note Description Ph VA VA VA VA VA VA VA ® Door contacts X X 1 20/1 LOC/TC1 SIGNS -A- 1200 04/26,/11 LANDLORD SET SWITCHES & CONTROLS Motion Detector X X 3 20/11LOC/TCI STOREFRONT LIGHTS - B - 308 05/01/11 REVISION 1 - PERMIT SET Security 5 20/11 SPARE -C- $ SINGLE POLE TOGGLE SWITCH - MOUNT AT 48" ® Glass-Break X x Exterior stores only 7 20/11 SPARE -A- 9 20/1 SPARE - B - $3 THREE WAY TOGGLE SWITCH ® Keypad X X 11 20/1, TC2 SALES GENERAL TRACK LIGHTING -C- 220 TOGGLE SWITCH - "a" INDICATES SWITCHING Q Security Siren X X Above stock door on stock side 13 20/1 TC2 SALES DISPLAY TRACK LIGHTING -A- 352 $ �� 15 20/1 TC2 SALES GENERAL TRACKLIGHTING - B - 220 PILOT LIGHT TOGGLE SWITCH " .. CCTV cameras X X 17 20/1 TC2 SALES DISPLAY TRACK LIGHTING -C- 352 $IL Conduit X X Home run devices to telco panel 19 20/1 RECEPTACLE -A- 360 ILLUMINATED TOGGLE -- TOGGLE SWITCH 21 20/1 SPARE - B - $K KEYED SWITCH Cabling x X Home run devices to telco panel 23 20/11 SPARE -C ACT 5U orts or mudrin s for sheet 25 20/11 SPARE -A- tc MOMENTARY CONTACT TOGGLE SWITCH pp g 27 20/1 SPARE -B - Music rock X X 29 20/11 LOC STOCK TOILET LTS/ FAN -C- 358 $rs TIMER SWITCH 0 -7" Speaker X X Home run to telco. 31 20 i NIGHT LIGHTS -A- 88 ' °I# DIMMER SWITCH (# = WATTAGE) '33 25/1 1 WATER HEATER - B- 1800 12" Sub-YVoofer X X Home run to telco 35 2 " -C- 1800 PATE: No. REVISIONS / BY: -Q 0 OCCUPANCY SENSOR - WALL/CLG MOUNT Shelf X X 37 /11 SPARE -A- 39 20111 SPARE -B- PROJECT: r OCCUPANCY SENSOR WALL SWITCH j "�I r I - 41 20/1 EF-1 -c- 180 PHOTO ELECTRIC CELL o r i • /6/. 2 20/1 LOC RECEPTACLE -A- 720 e 4 20/1 LOC REGISTER -B - 360 luU NA I •Q TIME CLOCK /e ./1/:/// 8 22°01/11 ' 0/1LOCMANAGER'S DESK -A- 360 LOCATION: NtASHINGTON SQUARE Q CONTACTOR10 20/1 LOC MANAGER'S DESK -B - 180 Q5S5 SNt N(ASHIN&TON SQUARE RD Q LOW VOLTAGE TRANSFORMER 12 20/1 i LOC MANAGER'S DESK -c- 540 PORTLAND, OR 41'7223 Kronos Conduit X X 14 20/1 LOC MANAGER'S DESK -A- 360 SPACE #..102•Q ELECTRIC THERMOSTAT Biometric Cabling X X 16 20/11 GFCI TOILET GFCI/WATER COOLER -B - 360 -Q PUSHBUTTON STATION -- BUTTONS AS INDICATED Time Clock 18 20/11 LOC MONOGRAM MACHINE -C- 360 PROJECT NO. DRAWN BY: Template provided by TUMI PM. Mount t0 wall 20 20/1 TIME CLOCK -A- 180 0418995-015 MMM FIRE ALARM DATA Timeclock X X only. 22 20/11 LOC 24 20/1 TELCO BOARD •k r - B- 360 SCALE: CHECKED BY: Conduit X X ) NO SCALE RM 1 26 20/1 A � .� .0 MANUAL PULL STATION - WALL MOUNT 048" if Phone Cabling x x 28 20/1 _ - • DATE: Q P 13 I SMOKE DETECTOR (P=PHOTOELEC, 1=IONIZATION) v Data Cabling X X 30 20/1 SPARE -C- 04/24/1 7 32 20/11 SPARE -A- IA DUCT MOUNTED SMOKE DETECTOR Telco/Data Terminations X X 34 20/1 REFRIDGERATOR/ MICROWAVE - B - 1500 36 20/1 TOUCH SCREEN KIOSK -c- 360 Q Fs FLOW SWITCH Equipment X X 38 r 15 LOC VAV-1 -A- 833 Ci Ts TAMPER SWITCH 40 / LOC - B - 833 42 r 3 I LOC -c- 833 -Di STROBE (# = CANDELA) 82" Through- - -A- - " Conduit X X Home runs to telco panel. Feed Lug 'r None -B - Q4 HORN 82 Recessed housing for counting Connection — -c- HORN/STROBE 82" device X X Main 200 -A- 1640 180 2160 833 Traffic El DATA OUTLET - WALL MOUNT Counter CablingBytelco vendor Breaker 3 -B - 528 360 0 2633 DRAINING NAME: X x 3 -C- 930 360 1440 2633 4 PHONE/DATA OUTLET - WALL MOUNT 0 TR Traffic Counter X X _ I Breaker Notes: Conn KVA phase loads Total -A- -B - -C- ELECTRICAL TITLE SHEET 1 - LOC t PROVIDE CIRCUIT BREAKER LOCK-ON DEVICE 16.1 4.8 5.9 5.4 PHONE OUTLET - WALL MOUNT Node X X 2 - TC-CIRCUIT TO BE ON TIME CLOCK, SEE DETAIL 2, SHEET Dmd Conn Panel -Bus KVA loads DRAINING NO. -Q TV SYSTEM OUTLET F 3- E2 4 3 Code L'Lighting o "I4- 2 2 Code C7 Con enience Receptacles (180 W) ABBREVIATIONS I / ///// 5- 5 5 Cade R'- Receptacles (Non Con enience) - I Panelboard Notes: Code M�Motors Largest motor VA E1 •0 AFF ABOVE FINISHED FLOOR e I 1 - 6 6 Code E 7 Electric Heat AFG ABOVE FINISHED GRADE G, , 2 - Code K'Kitchen Equip Demand 100%' AHJ AUTHORITY HAVING JURISDICTION 3- Code D7 Dwelling Units (Hotel/Motel Rooms) �,0 PRO CO CONVENIENCE (GENERAL) OUTLET ��� j' GFI/GFCI GROUND FAULT INTERRUPTER Nall-Mount Touch Screen TV + bracket X X 4- 17 16 Total KVA •S 4.1,G U J <Q GND GROUND HDMI/U5B cabling x xSparep . til ,, 5- + KVA %S are ed Kiosk IG ISOLATED GROUND SURFACE : Mounting 17 Adjusted KVA(Demand KVA + Spare KVA) //f/�► TYP TYPICAL Laptop X X EXISTING 1 : Amps AIC Rating 47 Adjusted Demand Amps - v OREGON %. UC UNDER COUNTER 200 : Amp Rating of Bus 50 High Phase Demand Amps 1-May-17 '`),)4,, o'`. - UNO UNLESS NOTED OTHERWISE MCB : Panel Amp Rating (Min Main or Bus Rating) File Name: Project Number: Project Name : "q tiy i1? e WP WEATHERPROOF 208 1: Phase to Phase Voltage PANEL LA 417995-301 Tumi �b RODS X EXISTING ITEM TO REMAIN - 5/1/2017 GENERAL NOTES 410 EA; A. REFER TO ARCHITECTURAL SHEET A5 FOR EXACT MOUNTING I _ — — — — — — — — — `" `"" HEIGHTS/LOCATIONS AND INSTALLATION REQUIREMENTS OF LIGHT ,__ / ' / / ■ / / �/ 0 FIXTURES. .z ////// / / _ _ _ / PIA.,_ _ - � /- :� . :: B. CONTRACTOR SHALL COMPLETELY REMOVE ALL EQUIPMENT, / GGTV r'`''' D U N H A M rdis j°�i1'r:'r�'L. Anil EMI EMI PANELBOARDS, DEVICES, FIXTURES, WIRING, CONDUIT, ETC. AND I / `......... f"� '`� LA1 EMI 4 . a Dunham Associates,Inc. ALL ASSOCIATED SUPPORTS, BRACING, PADS, ETC. NOT BEING ,///4 LI j 50 South Sixth Street/Suite 1100 REUSED OR SHOWN TO REMAIN WHETHER IN THE DEMISED SPACE, I THB THB THB THB THB THB THS T 5 O5 LA2a Minneapolis,Minnesota 55402-1540 ON THE ROOF OR OTHERWISE LOCATED OUTSIDE OF THE DEMISED 1 L 00=11 LAII LA13 EM2 LA-11 LA-15 L�5 LA-71-1 PHONE 612.465.7550 FAX 612.485.7551 SPACE. DO NOT ABANDON IN PLACE. _ _ LA=11 - WEB dunhameng.com THB r — — THB ----- —, mechanical+electrical consultingen Inaerin LA-13 l i p . �B- — — �� THB LA-1 r t i l r �B— — - -i I� THB LA-17 L 5 a s C. ALL LINEAR FLUORESCENT LIGHT FIXTURES SHALL BE INSTALLED I LA-I3 LA-_-_,-, a CCTV I I I TO MEET THE REQUIREMENTS OF NEC SECTION 410-I50G MB "% b NL REGARDING LOCAL DISCONNECTING MEANS. I LA-I3 +u +I, THB LA-13 L +I ® q, T� REG-5 J tf os — I 0 -3 LA7T `0" / ii/.1f All LI2 ARCH ITEGT: THB 1 NB RE6-5 ' A31 __I D. ALL 120 VOLT BRANCH CIRCUITS IN EXCESS OF 75' SHALL HAVE LA 13 ill +I+ L- 17 +II +I, �� nCONDUCTOR SIZE INCREASED A MINIMUM OF 1 CONDUCTOR SIZE. nINSTALLING CONTRACTOR SHALL DETERMINE ACTUAL 1EMI T e T}.1B ® THB THBEMI //CONDUCTOR SIZE TO BE INSTALLED TO ADHERE TO VOLTAGE CLA11 L11 ' ' 11 L11 LA-I5 tl' 'l' : L�11 AL•-3fV-PANE1_ C IM DROP REQUIREMENTS. I me THB THB LA-15 LALAII 'u •I+ LrA-ll I..I5 'II {1` THB /' ' - � E. PROVIDE A NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT. I 14E3T7 REG-21 / rii * G O R T L A N D NEUTRAL SHARING 15 NOT ALLOWED. THB The LA-II THB The IIId M O R G A N ! I I 1 AI I L5 I LT-IS / O :.•:a: :: : ©' F. ELECTRICAL SYSTEM SHALL BE GROUNDED AND BONDED PER �:Mr. : I REG-21THB THB °''f ' ARCHITECT NEC REQUIREMENTS AND AUTHORITY HAVING JURISDICTION. L,�-13 'II I LA=13 CG LA-11 tll .I, LK]7 / L12 G. ALL EMERGENCY, NIGHT LIGHTS, AND EXIT LIGHTS TO BY PASS I The ,I, +I, THB EM2 T}fB ,I, ,I, THB / LA-2G 'N I ALL SWITCHING. . L�13 ® LA73 LAII L 1 LA17 // ����. i SII I 711 N. FIELDER RD. THB +n ut THB I CI THB to u+ THB ,s •� e / ARLINGTON, TX 76012 I. SPEAKERS AND TRACK LIGHTING MUST BE LOCATED EXACTLY L,N13 L — — — — J LA-13 -I T L ._ — _ i LA�7 EMI , AS ON PLAN. ANY MISPLACED IKACK OR SPEAKER WILL NEED EMI —_ '-W_ ___— —_ _ —=__—� EMI ,/ LA7261 © �� ,/ PH: (817) 635-5696 TO BE RELOCATED. t 1-•f+-110 L L — - OLAI I I The THB THB The TR MD THB THB -1.15 THB / F :;::;:;:::: f FAX: (817) 635-5699 iser f r:'0": :v : I These drawings are instruments of the Architect's service and are the LIZ -• d'':•'• property of the Architect.Theyshall not be reproduced or used in anywa CG1Y 4_e_i_All I— ■■ (STV LA �''rr; ' I / P p Y p p Y, 1 `�'/// „til ::iiai �7whatsoover,witheut the written ermission of the Architect.@ 2017 13/�It' it ✓I_ C� II fT ��L/f ED D 1 ---7 4 G-5/ II ��e , THW THIN TH1/ THIN THW L J THW THIN THIN THAI THW THW TH*So; L -3 •- A-3 L�3 L�3 LA=3 L3 LA3 L3 LA-3 L,�-3 LA3 LA-3 // ��iriiriri� KEYED NOTES Ptn Q �► Q o Q 0 4 s�3 %� // f • <N> PANEL 'LA'. SEE SHEET E1.0 FOR MORE INFORMATION. . O PROVIDE TLMEGLOCK AND CONTACTOR AS REQUIRED. SEE LIGHTING CONTROL MATRIX FOR MORE INFORMATION. THE GENERAL CONTRACTOR AND/OR ALL `EJB-CONTRACTORS O ALL EMERGENCY $ NIGHT LIGHTING TO BYPASS ALL SWITCHING. WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH 0 PROVIDE SWITCHES AT THIS LOCATION. SEE SWITCH DETAIL ON THIS MEASUREMENTS DO NOT APPEAR CORRECT,APD UP PROPERLY SHEET FOR MORE INFORMATION. OR SCALE CORRECTLY TO THE INDICATED SIZE. OPROVIDE A BATTERY BACKUP WITH A MINIMUM OF Q0-MINUTE RATING. DATE: ISSUE BATTERY PACK SHALL BYPASS ALL SWITCHING. O FOR ALL SERVICE L I T I \ - \ L 04/24/11 TUMI cf0% REVIEW SET EQUIPMENT SHALL BE CONTROLLED BY AUTOMATIC MEANS ONLY. VERIFY FIXTURE 15 CONNECTED TO SWITCH. IF NO SWITCH IS 1/4" = ILO" 04/26/17 LANDLORD SET PRESENT, ADD A SWITCH TO FIXTURE. SALES SALES SALES DAYLIGHTING DISPLAY STOOK OVERRIDE AREA AREA AREA AREA SWITCH 05/01/1"1 REVISION 1 - PERMIT SET LIGHTING CONTROL MATRIX 1 +44" AFF MAX. DIM DIM CON-TECH CURRENT LIMITING DEVICES TO TOP OF SWITCH H I I U I I a Hb LI LJ Time Occupancy Auto OFF Dimming Afterhours Manual REGI 120Y1 IA O5 Room/Area served Clock Sensor Time (Min) Level Override ON/OFF RE6-2 2IOP I.15A RE6-2I 2401^4 2A Sales General Lighting X 10% X X • - Sales Display Lighting X X X RE-Ca-5 48011 4A Stockroom X 15 ..- KRONOS KEYPAD TSTAT Restroom X 15 REG-b 6004 5A General Notes: • RE6-9 4004 15A DATE: No. REVISIONS / BY: A control system with all controls as marked above. Manufacturer to —' III1=/-- - be REG-IO 120011 IOA PROJECT: RLTCR TO LIGHTING PLAN FOR LOCATIONS AND a -SALES LIGHTING -GKT LA-II B :Supplierto provide complete wiring diagram priorto installation. REG-12 144011 12A DIMENSIONS OF LIGHT FIXTURES b -SAL-5 LIGHTING -GKT LA-15 Ill Kil I C responsibility to verify and provide all necessary parts, ballasts, drivers, etc.to provide the dimming function. RE6-I4 WOK 14A G -SALES DISPLAY- GKT LA-13,17 - LOCATION: WASHINGTON SQUARE D I 9585 SV1 VNASHINGTON SQUARE RD Keynotes: 1PORTLAND, OR 97223 1 SPACE #J02 2 PROJECT NO. DRAWN BY: 0418,195--015 t MMM LIGHTING LGN D SCALE: CHECKED BY: NO SCALE RM TYPE SYMBOL LAMPS MANUFACTURER DESGRIPTION VOLTS WATTS LOGATION/REMARKS DATE: STOCKROOM/ RESTROOM - SURFACE 04/24/17 L4 II I Fr) STRIP GRIM L-35K-10V LED STRIP FIXTURE, 3500K 120 44 MOUNT WHEN GYP. CEILING USED;CHAIN 1_54-40HUNG IN OPEN CEILING 77/7/77/1:;/)/Ti6/ -..#4,,)tr .71-#-ffi......P( ..,....,,w• ,,,F4: '11." ////////7"/"./7/ ///////REi/rilffi://:"</16/1 9'1/ //1//7/)/////:// .// LI2 LED 504 GE LIGHTING 2 X 2 RECESSED TROFFER,WHITE FINISH 120 50 STOCKROOM/ RESTROOM WHEN A.G.T. EST-22-A2-0-A-V--WHITE 3500K CEILING USED THB OR (1) 22111 Fr) LR38 SOLA1S CONTEGH LIGHTING LED TRACK LIGHT - BLACK THW VIOLIGHT LED LAMP CTL8038 @ SALES / WHITE ta STOREFRONT 120 22 SALES AREA IN BLACK PAINTED THOUGH (BEAM ANGLE - TBD) DRAINING NAME: CONTEGH LT-2-P, LT-4-P, OR TW OR TB 1 WHITE TRACK OR BLACK LT-B-P WITH LA-2-P MINI 2', 4', OR 8' WHITE TRACK OR BLACK TRACK SALES AREA 1RACK LIGHTING FLAN TRACK CONNECTOR AND LA-10-P - TWO CIRCUIT TRACK WHITE LIVE END rBACK OF HOUSE - EQUIPPED VI/c10 MIN. DRAINING NO. EMI 1 Fn EMERGENCY LIGHTS EXITRONIX LED-CIO SURFACE MOUN I Ell, 2-HEAD EMERGENCYUNIT 120 - BA 1 t L-KY BACK-{JP. MOUNT AT Il'-O'' AF.F IN STOCKRM.MOUNT JUST BLOW GLS IN TR 254 SUPER FLUX (2) LAMPS E50LITE - MIGN 25 LC UN TD CONCEALED EMERGENCY LIGHT FIXTURE TO BE DEPLOYED ON LOSS OF POWER 120 _ • EM2SALES AREA EQUIPPED W/40 MIN. E2 .O BATTERY BACK-UP F,CITRONIG Sg00 .CRIES CEILING MOUNitll,SELF-POWERED RED LED - SALES AREA - EQUIPPED IN/a0 MIN. EM3 LED5G02-WB-5R-RG-WH EDGE-LIF EXIT SIGN 120BATTERY BACK-UP. RECESSED IN CLG. .`t�Q��-� p 0�f•J'J, �ry WALL-MOUNTED, 2-HEAD EMERGENCY UNIT1 STOCK ROOM EXIT/EMERGENCY COMBO ....,„it °1�'705016t ' EMS CV LED EXITRONIxVLED U W$WH EL90 WITH SELF-POWERED RED LED EXIT SIGN 20 - LIGHT. MOUNT AT 9'-0" A.F.F. IN STOCKRM / =46: i-E ,r v OREGON,N. vq���v 11.2°.fi' D• ROr1i0 5/1/2017 N- +36" +22" B " CO +23" • © O O +123" A mtrr :km!!!!!!!!!!!!!!!!!! CI La-.;:: ' ( hitt//.• _v Ai Ism 4 m ,,ear ,re •Ar AsirAtgor J oo, III 111 at 1 Tr ye.A" �i.ii Pli I - - - - -�- - - - - © % -8 LA-4 LA-6 i D U N H A M r♦I LA-2 - .���•. LA-36 F2L. 1 �! TO TELCO/ —2Dunht3m Associates,Inc. DATA BD. 1O LA-18 pli 50 South Sixth Street/Suite 1100 TO TELCO/ Minneapolis,Minnesota 55402-1540 _ _ DATA BD. O LA-34 PHONE 612.465.7550 FAX 612.465-7551 _ — -i I� 11+I5 1 I wee dunhameng,com 1 r I 13/4 G. 3#12 I#12G j mechanical+electrical consulting engineering _ _ I I — --_ LA-12 LA-22 I �`.'1L _ � 48" A.F.F. '� l vAv-I ARCH ITEGT: J L O — �/ l LA-38,40,42 : ^ I I LA-20 O M 0 I C M I �n I 10 I PANEL LA I LA—I6 - . , I I �� CORTLAND I I I I I 1 I I I5'' gl MORGAN I I I • ARCHITECT I r--1 I I —_ I Iim ULA-33,35 ri7 1 OIp 711 N. FIELDER RD. LA-1 A I ARLINGTON, TX 76012 A. LA—! a LA-26 / I PH: (817) 635-5696 O li>—I LA-4I 1 FAX: (817) 635-5699 • LA—Iq "" air 0---'7./Yl O O DC DC eaA40 %������ i�I These drawings are instruments of the Architect's service and are the LA-1 >/ I i� �! property of the Architect,They shall not be reproduced or used in any way, �� Ilf MI '�` 1 whatsoever,without the written permission of the Architect.©2017 ♦ r' LA—I 4° L yp26 �� J —gip f ► +, �,_ ` #..., . .....__.. PO / .ER LA \ Th GENERAL. CONTRACTOR AND/OR ALL SLS—CONTRACTORS \ YVORKIN6 FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO • SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR 1/411 = I'_Q" HIS REPRESENTATIVE RE6ARDIN ' IF SUCH MEASUREMENT'S DO NOT APPEAR CORRECT,ADD UP PROPERLY OR. SCALE CORRECTLY TO THE INDICATED SIZE. DATE: ISSUE 04/24/17 TUMI 'i0% REVIEW SET 04/26/1'1 LANDLORD SET 05/01/11 REVISION 1 — PERMIT SET DATE: No. REVISIONS / BY: GENERAL CONTRACTOR TO VERIFY EXACT TRENCHING . REQUIREMENTS WITH TUMI MILLWORK VENDOR PROJECT: rumi TENANT GENERAL CONTRACTOR TO PROVIDE SEPERATE COST FOR LOCATION: kNASHINGTON SQUARE TRENCHING/ PATCHING/ FILLING OF CONCRETE AND ALL ASSOCIATED gSBS SIN INASHINGTON SQUARE RD ELECTRICAL WORK FOR FLOOR OUTLETS. IN INSTANCES WHERE PORTLAND, OR 87223 TRENCHING/ CORING IS PROHIBITED, OR OUTLETS CANNOT BE INSTALLED, TENANT'S GENERAL CONTRACTOR WILL BE REQUIRED TO SPADE #J02 GIVE CREDIT IN THAT AMOUNT. PROJECT NO. 'DRAWN BY: 0418Gci5-015 MMM SCALE: CHECKED BY: KEYED NOTES NO SCALERN DATE: • J—BOX WITH SERVICE DISCONNECT SWITCH IN AN ACCESSIBLE 04/24/17 0 4 0► Fe'' R • 5 •r F'O► Si SE \ E AL \IOTES1 O POWER OUTLET MOUNTED IN 3" BASE WITH REMOVAL CAP. t) ELECTRICAL EQUIPMENT LOCATION A. ALL ELECTRICAL SERVICE EQUIPMENT SHALL BE LOCATED WITHIN THE LEASE SPACE. O 48" TO CENTER OF OUTLET FOR KRONOS. B. 3/4" MINIMUM FOR EMT BRANCH CIRCUIT, HOMERUNS SHALL BE O VAV—I, 2O5V, 3PH, BY MECHANICAL CONTRACTOR. ELECTRICAL 3/4" MINIMUM WITH MAXIMUM 3-12OV/2OAMP BRANCH CIRCUITS. CONTRACTOR SHALL MAKE FINAL CONNECTION. COORDINATE WITH EACH CIRCUIT SHALL NOT SHARE NEUTRALS. EQUIPMENT SUPPLIER. VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. PROVIDE 30A/3P NON—FUSED DISCONNECT AT UNIT DRAYNING NAME: G. ALL WIRING IS TO BE IN CONDUIT. AS REQUIRED. G.G. TO PROVIDE (2) WHIPS TO CONNECT TO RECEPTACLES WITHIN E1-EGTRIGAL PLAN O D. SEPARATE EQUIPMENT GROUND TO BE PULLED IN EACH CONDUIT. 6 r 1 E. PROVIDE STEEL COMPRESSION FITTING FOR EMT. DRAINING NO. O SURFACE MOUNTED J—BOX ON FLOOR WITH RECEPTACLE RUN FLEX IN F. MINIMUM CONDUIT SIZE SHALL BE 3/4" SETSCREW TYPE FITTING IS GROUT CHANNEL. VERIFY WITH TUMI FIELD REPRESENTATIVE. (TYP. NOT ALLOWED. EACH RECESSED CABINET). E3 .0 G. NO EXPOSED CONDUIT ALLOWED. IF EXISTING WALL DEMOLITION O FIRE ALARM SYSTEM IF REQUIRED WILL BE DESIGN/BUILD BY IS REQUIRED, PLEASE ENSURE PROPER FIRESTOPPING AND ELECTRICAL CONTRACTOR. REPAIR/ REFINISH WALL TO MATCH EXISTING. 1 O RCEPTACLE RUN FL FROM J—BOOXUUN ER PLLOATFORM TOOGROISURFACE MNTED _I-BX ON FR UT INE CHANNEL. VERIFY EX GI PROF .0 'O INSTALLATION REQUIREMENTS WITH TUMI FIELD REPRESENTATIVE. U., :n.ciigitiot* <> DATA ABOVE CEILING FOR WIFI ATENNA. , ,e1� v OREGON, D• ROr* 5/1/2017 DIVISION 16 1.09 CORRELATION OF WORK 1.15 GENERAL RACEWAY REQUIREMENTS PART 2 - PRODUCTS 2.07 DRY-TYPE TRANSFORMERS ELECTRICAL SPECIFICATIONS A. THE CONTRACTOR SHALL GIVE CAREFUL CONSIDERATION TO THE WORK OF A. PROHIBITED ITEMS: 2.01 DISCONNECT SWITCHES THE GENERAL, MECHANICAL, AND ALL OTHER CONTRACTORS AND A. AT A MINIMUM, TRANSFORMERS SHALL MEET THE ENERGY EFFICIENCY PART 1 - GENERAL SUBCONTRACTORS ON THE PROJECT AND SHALL ORGANIZE THE ELECTRICAL 1. ALUMINUM FLEXIBLE CONDUIT AND NONMETALUC RACEWAYS ARE PROHIBITED A. THE CONTRACTOR SHALL FURNISH AND INSTALL DISCONNECT SWITCHES REQUIREMENTS OF DOE 10 CFR 431 SECTION 196. WORK SO THAT IT WILL NOT INTERFERE WITH THE WORK OF OTHER FOR USE INSIDE OF BUILDING UNLESS SPECIFICALLY PERMITTED ELSEWHERE HAVING THE NUMBER OF POLES AND AMPERE RATINGS AS SHOWN ON THE 1.01 GENERAL CONDITIONS TRADES. IN THIS STANDARD. DRAWINGS AND AS SPECIFIED IN THE EQUIPMENT SCHEDULE. B. GENERAL REQUIREMENTS: 1A. THE GENERAL, SPECIAL, AND OTHER CONDITIONS OF THE ARCHITECTURAL B. DRAWINGS AND SPECIFICATIONS FOR OTHER TRADES AND GENERAL 2. EB PVC CONDUIT OR SIMILAR NON-METALLIC CONDUITS WITH WALLS B. DISCONNECT SWITCHES SHALL BE HEAVY 2 COMPLY WITH NSC57 REQUIREMENTS. THINNER THAN SCHEDULE 40. DUTY, AC, SINGLE THROW SAFETY SWITCHES, BUILT IN ACCORDANCE WITH 2. TESTED PER ANSI C57. A DOCUMENTS SHALL BE CONSIDERED AN INTEGRAL PART OF THESE CONSTRUCTION DRAWINGS SHALL BE CONSULTED FOR CORRELATION 3. UL LISTED AND LABELED. ELECTRICAL SPECIFiCAI1ONS. INFORMATION, DETAILS, DIMENSIONS, ETC. 3. THINWALL INDENTER, SET SCREW DIE-CAST OR SUP-ON METALUC FITTINGS. NEMA REQUIREMENTS WITH A VOIDABLE FULL COVER INTERLOCK AND QUICK- MAKE, QUICK-BREAK MECHANISM. EACH SWITCH SHALL BE FUSIBLE UNLESS (VPI)4. 220 DEGREE C VACUUM-PRESSURE-IMPREGNATED VPI INSULATION SYSTEM. NONFUSIBLE (NF) IS SPECIFICALLY INDICATED. SWITCHES SHALL BE IN B. REFERENCE TO "CONTRACTOR" iN THIS SPECIFICATION SHALL MEAN C. THE LOCATION OF ALL OUTLETS, WIRING, AND EQUIPMENT SHALL BE 4. DO NOT INSTALL CONDUIT LATERALLY WITHIN SLABS ON GRADE OR UPPER DRY LOCATIONS AND NEMA 3 WHERE EXPOSED TO 5. MAXIMUM 115 DEGREE C DESIGN TEMPERATURE RISE WITH CLASS H D U N H Q M Mi i "ELECTRICAL CONTRACTOR", UNLESS OTHERWISE NOTED. VERIFIED, FLOOR SLABS, EXCEPT SAW CUTTING EXISTING SLABS OR AS APPROVED BY NEMA 1 ENCLOSURES IN THE WEATHER. DISCONNECT SWITCHES SHALL BE "HEAVY-DUTY" AS INSULATION. 6. 95 KV PRIMARY BIL FOR 13.8 KV AND 60 KV PRIMARY BIL FOR Dunham Associates,Inc. D. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR MOVING MISPLACED MAC ELECTRICAL STAFF. MANUFACTURED BY WESTINGHOUSE, OR SQUARE-D. 4160V WITHOUT THE USE OF SURGEARRESTORS. 1`02 DRAWINGS AND DOCUMENTS ELECTRICAL SYSTEM COMPONENTS. 7. DELTA-CONNECTED PRIMARY WINDINGS. 50 South Sixth Street/Suite 1100 5. METAL CLAD (MC) CABLE AND BX CABLE ARE NOT ALLOWED EXCEPT FOR C. DISCONNECT SWITCHES RATED AT 20A SHALL BE GENERAL USE, 20A, AC, Minneapolis,Minnesota 55402-1540 A. THE ELECTRICAL DRAWINGS AND SPECIFICATIONS SHALL FORM A SET OF UGHT FIXTURE WHIPS. 9. WYE-CONNECTEDDSECONDARY WINDINGS. PHONE 612.465.7550 FAx 612.465.7551 PLANS FOR THE ELECTRICAL WORK. NEITHER THE DRAWINGS NOR THE SNAP SWITCH WIRING DEVICES, 9, PIANO-HINGED DOORS FRONT AND BACK ON DRY-TYPE wee dunhameng.com SPECIFICATIONS SHALL BE COMPLETE WITHOUT THE OTHER. ANY ITEM SHOWN 1.10 SHOP DRAWINGS B. GENERAL TRERS FOR THERMAL SCANNING. ON THE DRAWINGS OR SPECIFIED IN THE SPECIFICATIONS SHALL BE 10. PROOVIDEVIDE VIBRATION ISOLATION BETWEEN CORE AND MOUNTING mechanical+electrical consulting engineering CONSIDERED AS SHOWN AND SPECIFIED ON BOTH. A. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL 1. STEEL FLEXIBLE CONDUIT: LIMIT THE USE OF FLEXIBLE CONDUIT TO BE 202 STRUCTURE AND FLEXIBLE BUS CONNECTIONS TO PRIMARY AND MAJOR ITEMS OF ELECTRICAL EQUIPMENT. SIX (6) SETS OF SHOP STEEL AND FOR RECESSED UGHT FIXTURES, MOTORS AND EQUIPMENT. A. THE CONTRACTOR SHALL FURNISH AND INSTALL FUSES OF THE TYPES AND SECONDARY TERMINALS TO MINIMIZE NOISE TRANSMISSION. B. ANY QUESTIONS REGARDING THE INTENT OF THE DRAWINGS OR DRAWINGS SHALL BE SUBMITTED FOR REVIEW, THE DRAWINGS SHALL BE MINIMIZE FLEXIBLE CONDUIT LENGTHS TO A MAXIMUM OF 72" LENGTHS RATINGS DESIGNATED IN THE DRAWINGS AND SPECIFICATIONS IN EACH 11. PROVIDEASSEMBLY KNWITHOUTN ENCLOSURE URPERMITTING CTE QUIPML NOCORE AND ARCHITECT: SPECIFICATIONS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION AS REVIEWED AND APPROVED, CONDITIONALLY APPROVED, OR DISAPPROVED BY EXCEPT WHERE REQUIRED TO BE FISHED IN EXISTING WALLS, CABINETRY, FUSIBLE DEVICE INSTALLED BY THE CONTRACTOR. IN ADDITION, THE COIL U DISTURBINGBADJACENT EQUIPMENT SECTIONS. SOON AS POSSIBLE. IF DIRECTION FROM THE ENGINEER CANNOT BE THE ENGINEER. TWO (2) SETS OF THE REVIEWED DRAWINGS WILL BE TiCKET COUNTERS OR WHERE EMT IS NOT WORKABLE. PROVIDE INTERNAL 12. PROVIDE INTERNAL GROUND BUS, CONTINUOUS THROUGH UNIT OBTAINED DUE TO TIME OR COMMUNICATION LIMITATIONS, THE GREATER RETAINED BY THE ENGINEER. THE REMAINDER WILL BE RETURNED TO THE COPPER GROUNDING CONDUCTOR WITHIN FLEXIBLE CONDUITS. CONTRACTOR SHALL FURNISH AND STORE, AT A LOCATION DIRECTED BY THE SUBSTATION LINEUP. OWNER, THREE (3) SPARE FUSES OF EACH SIZE AND TYPE INSTALLED 13. PROVIDE TWO 2-1/2 PERCENT TAPS FCAN AND FOUR 2-1/2 C 11V - QUANTITY, HIGHER QUALITY OR CONDITION MOST FAVORABLE TO THE OWNER CONTRACTOR. IN THE CASE OF DISAPPROVAL, THE CONTRACTOR SHALL A. MAXIMUM FLEXIBLE CONDUIT LENGTH ALLOWABLE IS 72". EXCESS CONDUIT DURING THIS PROJECT. THE CONTRACTOR SHALL PROVIDE TWO (2) COPIES PERCENT TAPS FCBN. SHALL BE ASSUMED. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, SUBMIT NEW DRAWINGS, CORRECTED AS REQUIRED BY THE ENGINEER. ALL SHALL NOT BE COILED UP OR HANGING LOOSE. OF THE A SPARE FUSE LIST TO THE OWNER FOR OWNER'S RECORDS. THE 14. PROVIDE PROVISIONS FOR FUTURE FORCED AIR COOUNG (AA/FFA EQUIPMENT, AND MISCELLANEOUS ITEMS NECESSARY FOR A COMPLETE AND SHOP DRAWING SUBMITTALS SHALL ALLOW FOR A MINIMUM OF 7 WORKING SPARE FUSE LIST SHALL BE TYPED ON THE CONTRACTOR'S LETTERHEAD. RATING) WITH HEAT SENSORS WIRED TO TERMINAL BLOCK AS A OPERATIONAL ELECTRICAL INSTALLATION, AS SHOWN ON THE DRAWINGS AND DAYS FOR ENGINEER REVIEW. 2. RIGID METALUC CONDUIT MINIMUM. IF FORCED AIR COOLING IS PROVIDED (AA/FA RATING), - CALLED FOR IN THESE SPECIFICATIONS. B. FUSES SHALL BE ONE-TIME CARTRIDGE FUSES MANUFACTURED BY BUSSMAN, A. COLORED CONDUIT SHALL HAVE DYE-INFUSED COLORING (NOT PAINTED OR COULD SHAWMUT, OR LITTLE FUSE. FANS SHALL UTILIZE A SOUR-STATE CONTROLLER WITH A C. CONTRACTOR SHALL FAMIUARIZE THEMSELVES WITH ARCHITECTURAL, B. SHOP DRAWINGS SHALL BE DETAILED DIMENSIONED MANUFACTURERS' POWDER COATED) AND SHALL BE UTILIZED FOR THE SYSTEMS BELOW WITH TEMPERATURE SENSOR IN EACH WINDING. FAN CONTROLLER SHALL C O R T L A N D STRUCTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS. COORDINATE DRAWINGS, INCLUDING SCHEMATIC DRAWINGS WHERE APPLICABLE. DRAWINGS THE COLOR INDICATED. COLORED CONDUIT SHALL ONLY BE USED FOR THE 2.03 WIRE AND CABLE HAVE HIGH TEMPERATURE ALARM AND CIRCUIT BREAKER TRIPPING ALL SHAFTS, CHASES, FURRED SPACES, SUSPENDED CEILINGS, LOCATIONS SHALL BE LEGIBLE, USE STANDARD ELECTRICAL NOTATIONS, AND BE SYSTEM INDICATED. IN AREAS WHERE COLORED CONDUIT IS EMPTIED DUE CONTACTS FOR FUTURE USE. SPECIFICATIONS SHALL REQUIRE THE MORGAN OF EQUIPMENT, ETC. PREPARED INA PROFESSIONAL MANNER. HANDWRITTEN SCHEDULES SHALL TO DEMOLITION/REMODEL, IT SHALL ONLY BE REUSED FOR THE SYSTEM A. ELECTRICAL CONDUCTORS SHALL BE BUILDING WIRE, EXCEPT WHERE SOME CONTRACTOR TO PROVIDE ON SPARE TEMPERATURE SENSOR AND TWO ARCHITECT NOT BE SUBMITTED. EACH SET OF DOCUMENTS SHALL BE BOUND IN A INDICATED. FIRE ALARM - RED, TEMPERATURE CONTROL - BLUE. SPARE COOLING FAN/MOTOR ASSEMBUES FOR EACH TRANSFORMER. D. ELECTRICAL CONTRACTOR SHALL COORDINATE ROUTING OF ALL CONDUIT AND BINDER WITH A TITLE PAGE AND AN INDEX PAGE. THE TITLE PAGE SHALL OTHER TYPE OF WIRE OR CABLE IS SPECIFICALLY INDICATED. WIRE WITHIN SOFFITS PROVIDED BY THE GENERAL CONTRACTOR. THE LIST THE PROJECT NAME AND ADDRESS, AND CONTRACTOR'S NAME, B. STEEL ELBOWS ARE TO BE USED WITH NONMETALLIC CONDUITS SIZES 1" B. BUILDING CONDUCTORS SHALL BE SOFT-DRAWN COPPER, 15. PROVIDE TRANSFORMERS WITH MINIMUM SPACING OF 36" FROM WALLS ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SOFFITiNG REQUIRED TO ADDRESS, AND TELEPHONE NUMBER. THE INDEX PAGE SHALL UST THE AND LARGER INSTALLED BELOW GRADE. ELBOWS IN BURIED PVC CONDUITHAVING A WIRE CONDUCTORS OFS NOTA LESS THANFT 98% ANNEALED R.COPPER, OR OR OTHER EQUIPMENT TO THE REAR TO PERMIT ACCESS TO COOLING COVER INSTALLATIONS NOT COORDINATED OR SPECIFICALLY APPROVED BY ITEMS IN THE BINDER WITH, WHERE APPUCABLE, REFERENCES TO TYPE RUNS SHALL BE PVC COATED STEEL. FANS. TRANSFORMERS WITH ALL COOLING FANS ACCESSIBLE FROM 711 N. FIELDER RD. THE ARCHITECT AND ENGINEER. SIZES ARE AMERICAN WIRE GAUGE (AWG) OR CIRCULAR MILS (SCM). THE FRONT SHALL BE INSTALLED WITH A MINIMUM OF 12 INCHES DESIGNATIONS OR OTHER IDENTIFIERS NOTED ON DRAWINGS OR DRAWING C. USE NON-METALLIC CONDUIT BENDING EQUIPMENT AS RECOMMENDED BY MINIMUM CONDUCTOR SIZE SHALL BE #12 UNLESS OTHERWISE SPECIFIED. CLEARANCE TO THE REAR FOR VENTILATION. ARLINGTON, TX 76012 SCHEDULES. A 3"X3" CLEAR SPACE SHALL BE PROVIDED ON THE TiTLE OR THE MANUFACTURER, DO NOT USE BLOW TORCHES. CONDUCTORS LARGER THAN #10 SHALL BE STRANDED, CONDUCTORS #10 AND 16. PROVIDE PRIMARY BUS AND TAP CONNECTIONS ON THE FRONT SIDE PH: 817 635-5696 E. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW INDEX PAGE FOR THE ENGINEER'S STAMP. WHERE SPACE PERMITS, TiTLE #12 MAY BE STRANDED OR SOLID WIRE. ALUMINUM WIRE IS PROHIBITED. OF THE TRANSFORMER INSTALLATION. NEC AND NERC ENERGIZED ( ) APPROXIMATE LOCATION ONLY. PLACEMENT OF ELECTRICAL EQUIPMENT AND AND INDEX PAGES MAY BE COMBINED. 3. EMPTY CONDUIT: PROVIDE NYLON PULL CORDS IN EMPTY CONDUITS WORK CLEARANCE SHALL BE PROVIDED ON THE FRONT SIDE OF THE FAX: (817) 635-5699 DEVICES SHALL NOT INTERFERE WITH LOCATIONS OR CLEARANCES OF OTHER INTENDED FOR FUTURE. C. BUILDING WIRE INSULATION SHALL BE RATED 600-VOLT, 90 DEGREE C INSTALLATION. These drawings are instruments of the Architect's service and are the TRADES' MATERIALS OR EQUIPMENT. D. THE CONTRACTOR SHALL ASSURE THAT SHOP DRAWINGS ARE COMPLETE 4. METAL CONDUIT FITTINGS: PROVIDE FITTINGS MADE OF GALVANIZED STEEL MINIMUM TEMPERATURE RATING. CONDUCTORS SHALL HAVE TW, THW, 17, PROVIDE IR WINDOWS IN TRANSFORMER ENCLOSURE TO ALLOW FOR IR property of the Architect.They shall not be reproduced or used in any way, F. DIMENSIONS GIVEN ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER BEFORE SUBMITTAL SUBMITTAL TO THE ENGINEER SHALL BE VIA THE OR MALLEABLE IRON. ALUMINUM FITTINGS AND CONNECTORS SHALL NOT THWN, OR THHN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE OR SCANNING OF CABLE/BUS TERMINATIONS AND CONNECTIONS. IR whatsoever,without the written permission of the Architect.®2017 GENERAL CONTRACTOR AND, WHERE REQUIRED, THE ARCHITECT. SHOP BE USED. REQUIRED BY CODE OR APPLICATION TO BE OTHERWISE. WINDOWS SHALL BE BARIUM OR CALCIUM FLUORIDE CRYSTAL SCALED DIMENSIONS. DIMENSIONS, WHETHER GIVEN IN FIGURES OR SCALED, DRAWINGS NOT SIGNED BY BOTH THE CONTRACTOR AND THE GENERAL SHALL BE VERIFIED IN THE FIELD. CONTRACTOR SHALL BE RETURNED. 5. SURFACE RACEWAY SYSTEM: PROVIDE A SEPARATE GROUNDING INFRARED WINDOWS FOR BOTH LONG AND SHORT WAVE CONDUCTOR, INTEGRALLY CONNECTED TO ALL DEVICES, THE RACEWAY AND THERMOGRAPHY AND VISUAL INSPECTIONS. G. CONTRACTOR SHALL VERIFY THAT THE EQUIPMENT TO BE FURNISHED UNDER E. THE CONTRACTOR SHALL PROVIDE A UST FOR ANY ITEM SUBMITTED IN THE THE BUILDING GROUND SYSTEM IN SURFACE RACEWAY SYSTEMS. D. BASIC MINIMUM REQUIREMENTS: FOR LONG-TERM CABLE MANAGEMENT, CONTRACT WILL FIT WITHIN THE AVAILABLE SPACE. SHOP DRAWINGS WHICH IS BEING SUBSTITUTED FOR, ADDED TO, OR INSTALL WIRING FOR FIRE ALARM, SECURITY AND POWER IN RACEWAYS. C. TRANSFORMERS SHALL BE PROVIDED WITH SURGE ARRESTORS, LOCATED AS INSTALL SYSTEM WIRING AS FOLLOWS: CLOSE TO THE PRIMARY TERMINALS AS PRACTICAL WITH A DIRECT H. NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES BETWEEN DELETED FROM MATERIAL SPECIFIED iN THE SPECIFICATIONS. THE LIST A. ELECTRICAL CONDUCTORS INSTALLED UNDER THESE SPECIFICATIONS SHALL CONNECTION TO THE EQUIPMENT GROUND BUS. ARRESTORS SHALL BE ELECTRICAL, ARCHITECTURAL AND MECHANICAL DRAWINGS, SHALL IDENTIFY THE PROPOSED ITEM, THE SPECIFIED ITEM, DIFFERENCES BE IN ELECTRICAL RACEWAY. ALL RACEWAYS SHALL BE INSTALLED IN FIRE ALARM: N RACEWAY DISTRIBUTION CLASS, MOV-TYPE WITHIN A POLYMER HOUSING. KV DUTY BETWEEN THE TWO, WHETHER THE ITEM IS NEEDED TO COMPLETE A SYSTEM, ACCORDANCE WITH THESE GENERAL REQUIREMENTS. CARD ACCESS: N RACEWAY CYCLE SHALL BE BASED ON VOLTAGE AND POWER SYSTEM CONFIGURATION. I. VERIFY ITEMS SUCH AS DOOR SWINGS, WINDOW LOCATIONS, CASEWORK, ETC., AND OTHER RELEVANT COMMENTS TO JUSTIFY AN ADDITION, DELETION, OR FIBER FOR SECURITY SYSTEMS: N RACEWAY D. TRANSFORMER SIZES AND TYPES FOR WHICH ANSI STANDARDS DO NOT BEFORE INSTALLING ANY ELECTRICAL EQUIPMENT OR DEVICES. ALL DEVICES SUBSTITUTION. THE UST SHALL BE BEHIND THE TITLE PAGE OF THE SHOP SOUND SYSTEM: N RACEWAY CONFLICTING WITH AND OTHER TRADES WORK DUE TO LACK OF DRAWING SUBMITTAL IF THE CONTRACTOR USES MATERIALS OTHER THAN B. RACEWAY SHALL BE COMPLETE WITH NECESSARY COUPLINGS, CONNECTORS, DATA: N RACEWAY OR CABLE TRAY ESTABUSH A STANDARD IMPEDANCE VALUE SHALL BE SPECIFIED TO HAVE A COORDINATION SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE THOSE SPECIFIED AND FAILS TO CALL ATTENTION TO THE DIFFERENCES BOXES, SUPPORTS, FITTINGS, AND ALL OTHER COMPONENTS NEEDED FOR A FIBEROPTIC CABLE FOR NON- MINIMUM IMPEDANCE OF 5.75% UNLESS SPECIFIC DESIGN CONSIDERATIONS . OWNER. BETWEEN THESE MATERIALS AND THOSE SPECIFIED, THE CONTRACTOR SHALL COMPLETE AND INTEGRAL RACEWAY SYSTEM. SYSTEM COMPONENTS SHALL BE SECURITY SYSTEMS: N RACEWAY OR CABLE TRAY DICTATE OTHERWISE. THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS BE RESPONSIBLE FOR REPLACEMENT, AT NO ADDITIONAL COST TO THE DESIGNED FOR INTERCONNECTION AND SHALL BE INSTALLED TO PROVIDE A POINT OF SALE (CASH REGISTERS) N RACEYWAY OR CABLE TRAY E. SPECIFICATIONS SHALL REQUIRE THAT THE CERTIFIED DESIGN TESTS PER WORKING' FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO - OWNER, OF ANY SUCH MATERIALS DETERMINED BY THE ENGINEER TO BE NEAT APPEARING, MECHANICALLY FIRM ASSEMBLY ADHERING TO CODES AND TELEPHONE N RACEWAY OR CABLE TRAY ANSI C57 BE PERFORMED AT THE FACTORY AND ON-STIE AFTER SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR UNACCEPTABLE. PRINCIPLES OF GOOD ELECTRICAL PRACTICE, AND CONFORMING WITH INSTALLATION. CERTIFIED FACTORY REPORTS OF TESTS ARE TO BE HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH 1'03 SCOPE OF WORK RECOMMENDATIONS OF THE RACEWAY AND CONDUCTOR MANUFACTURERS. DO NOT APPEAR CORRECT,ADD UP PROPERLY E. FIRESTOPPING SUBMITTED, REVIEWED AND APPROVED BY THE A/E PRIOR TO SHIPMENT OF OR SCALE CORRECTLY TO THE INDICATED SIZE. MATERIALS, EQUIPMENT, F. GENERAL DESIGN AND LAYOUT IS THE ONLY APPROVAL IMPLIED BY THE THE TRANSFORMER AND INCLUDED IN THE O&M MANUALS. A. THE CONTRACTOR SHALL FURNISH ALL LABOR, 1. IDENTIFY AND PROVIDE INSTALLATION DETAILS FOR FIRESTOP ENGINEER'S SHOP DRAWING APPROVAL STAMP. CONTRACT DOCUMENT METHODS AND PARTICULAR CONSTRUCTION MATERIALS THAT WILL BE TOOLS, AND OTHER ITEMS NECESSARY FOR OR INCIDENTAL TO C. RACEWAY RUNS SHALL ORIGINATE AND TERMINATE AT LOCATIONSF. ADJUST TRANSFORMER TAPS TO PROVIDE OPTIMUM VOLTAGE CONDITIONS AT INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM AS REQUIRED FOR THIS REQUIREMENTS NOT NOTED IN THE SHOP DRAWINGS REMAIN REQUIREMENTS APPROXIMATELY AS SHOWN ON THE DRAWINGS. RUNS SHALL BE STRAIGHT ENCOUNTERED. INCLUDE DETAILS OF FiRESTOP SYSTEMS IN PLANS UTILIZATION EQUIPMENT THROUGHOUT THE NORMAL OPERATING CYCLE OF PATE: ISSUE PROJECT. OF THE CONTRACT. THE APPROVAL STAMP ON THE SHOP DRAWINGS DOES NOT AND TRUE WITH ELBOWS, OFFSETS AND BENDS, UNIFORM AND SYMMETRICAL AND LIST SPECIFIC UL OR OTHER APPROVED TEST ASSEMBLY THE FACIUTY. VOLTAGES AND TAP SETTINGS SHALL BE INCLUDED IN THE RELIEVE THE CONTRACTOR OR THE SUPPLIER OF RESPONSIBILITY FOR FULL IN GENERAL EXPOSED RUNS OF RACEWAY SHALL BE PARALLEL OR NUMBERS. O&M MANUAL. o 1.04 CODS, INSPECTIONS, AND FEES CONTRACT COMPUANCE. PERPENDICULAR TO SURROUNDING BUILDING LINES AND SURFACES. RUNS 2. USE REMOVABLE FIRESTOP PILLOWS FOR CABLE TRAY PENETRATING 04/24/11 TUMI ci0lo REVIEW SET 111 MAINTENANCE MANUAL SHALL BE INSTALLED SO THAT THEY DO NOT INTERFERE WITH AISLES, FIRE-RATED WALLS. 2.08 PANELBOARDS . A. THE COMPLETED ELECTRICAL INSTALLATION SHALL COMPLY WITH THE PASSAGEWAYS, DOORWAYS, HATCHWAYS, WORKING AREAS, AND FLOORS. 3. PROVIDE WATERPROOF MECHANICAL COMPRESSION TYPE FLOOR 04/26/11 LANDLORD SET LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AS WELL AS ALL FIRESTOPS IN AREAS LIKELY TO BECOME WET. APPLICABLE FEDERAL, STATE, A. THE CONTRACTOR SHALL FURNISH THE OWNER WIN TWO (2) COPIES OF A A. PANELBOARDS SHALL BE SQUARE D #NQOD, GE, SIEMENS OR AND LOCAL CODES, REGULATIONS, AND D. SUFFICIENT PULL AND JUNCTION BOXES OF ADEQUATE SIZE SHALL BE05/01/11 REVISION 1 - PERMIT SET MANUAL COVERING THE OPERATION AND MAINTENANCE OF ALL EQUIPMENT CUTLER-HAMMER. STANDARDS, INCLUDING INTERPRETATIONS OF THESE BY APPROPRIATE PROVIDED UNDER THIS CONTRAST. THE MANUALS SHALL BE 3-RING, LOOSE LOCATED AS NECESSARY TO ENSURE EASY INSTALLATION AND SPLICING OF F. CONDUCTORS INSTALLED IN FLEXIBLE CONDUIT AT TERMINAL CONNECTIONS AUTHORITIES HAVING JURISDICTION. WHERE THE DRAWINGS AND CONDUCTORS. BOXES SHALL BE SIZED TO PROVIDE ADEQUATE FREE SPACE B. PANELBOARDS SHALL BE DEAD FRONT SAFETY TYPE WITH ENCLOSURES OF SPECIFICATIONS CALL FOR WORKMANSHIP OR MATERIALS IN EXCESS OF LEAF, HEAVY DUTY, STEEL PIANO HINGED NOTEBOOKS, HYTONE #8711 OR FOR ALL ENCLOSED CONDUCTORS. BOX SIZES SHALL NOT BE DETERMINED BY OF ROTATING, VIBRATING OR MOVEABLE EQUIPMENT SHALL BE STRANDED CODE GRADE STEEL OVERSIZE GUTTERS SHALL BE PROVIDED FOR FEED CODE OR REGULATORY REQUIREMENTS, THE DRAWINGS AND SPECIFICATIONS EQUAL, AND SUBMITTED TO THE ARCHITECT/ENGINEER FOR APPROVAL. EACH SCALING THE DRAWINGS. WIRE. THROUGH WHERE INDICATED OR REQUIRED. WHERE DOUBLE LUGS ARE SHALL GOVERN. MANUAL SHALL CONTAIN THE FOLLOWING: NOT PERMITTED BY LOCAL CODE, A SUITABLE PULL BOX OR GUTTER G. CONDUITS SHALL NOT CONTAIN SPLICES EVEN IF THEY HAVE THE CUBIC ADJACENT TO PANELS SHALL BE PROVIDED FOR CONNECTIONS. TOP OF 1. COMPLETE MANUFACTURER CATALOG DATA, MANUFACTURER'S 1.16 METAL CONDUIT RACEWAY INCH CAPACITY. B. THE WORK SPECIFIED HEREIN SHALL BE SUBJECT TO INSPECTION AND LITERATURE, WIRING DIAGRAMS, DETAILED OPERATING PANELBOARD TUBS SHALL BE 6'-6" ABOVE FINISHED FLOOR. FIRE APPROVAL BAUTHSIZEDTAT REPRESENTATIVES OF THE NATIONAL BOARD OF INSTRUCTIONS, AND A COMPLETE USTiNG OF SUPPUERS AND H. WHERE OVERSIZED CONDUCTORS ARE INSTALLED, THE CONTRACTOR SHALL C. PANELBOARDS SHALL HAVE TRIM AND FLAT LOCKING DOORS WITH BOTH FIRE UNDERWRITERS, STATE AND LOCAL AUTHORITIES HAVING DISTRIBUTORS WHERE REPLACEMENT PARTS AND MAINTENANCE A. RIGID METAL CONDUIT SHALL BE INSTALLED WHERE EXPOSED TO WEATHER, PROVIDE REDUCING CONNECTORS TO TERMINATE THE CONDUCTORS INTO HINGES AND TRIM CLAMPS COMPLETELY CONCEALED. DOOR LOCKS SHALL BE NECESSARY JURISDICTION, AND THE ENGINEER.TOED. THE THE ELECTRICTORAL SHALLWORK MAKE THE SERVICES ARE AVAILABLE FOR ALL EQUIPMENT. OR WHERE IMBEDDED OR PASSING THROUGH CONCRETE. NONMETALLIC LUGS AND CONNECTORS. DO NOT TRIM OFF STRANDS OF THE FLUSH WITH THE COVER. ALL DOOR LOCKS SHALL BE COMMON KEYED. APPROPRIATEPPSSARY ARRANGEMENTS ANDO HAVEHEINSPECTEDSBY 2. INSPECTION CERTIFICATES, SiGNED BY THE APPROPRIATE CONDUIT MAY BE USED BELOW GRADE, INCLUDING BENEATH SLABS. CONDUCTORS. PROVIDE HINGED COVERS FOR PANELBOARDS. COVERS SHALL BE HINGED WITH LGN INSPECTOR(S) SHALL PROVIDE TWO (2) COPIES OFINSPECTOR, SHALL BE FURNISHED IN THE MAINTENANCE MANUAL. FLEXIBLE METALUC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO FULL LENGTH PIANO-TYPE HINGES (TRUE DOOR-IN-DOOR CONSTRUCTION IS EVERY FINAL SIGNED "CERTIFICATE OF INSPECTION" TO THE OWNER. 3. AS WORK PROGRESSES, THE CONTRACTOR SHALL MARK A SET OF ELECTRICAL EQUIPMENT SUBJECT TO MOVEMENT. EMT SHALL BE USED ELSEWHERE I. ALL WIRING (LINE VOLTAGE, LOW VOLTAGE, FIRE ALARM, ETC.) SHALL BE NOT ACCEPTABLE). TWO (2) KEYS SHALL BE PROVIDED FOR EACH PANELBOARD. C. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL UCENSES AND PERMITS, CONSTRUCTION DOCUMENTS TO SHOW ACTUAL CIRCUIT ROUTING AND UNLESS OTHERWISE NOTED. INSTALLED IN CONDUIT. A CLEAR PLASTIC-COVERED TYPEWRI I I.N CIRCUIT DIRECTORY SHALL BE PAY ALL FEES AND CHARGES FOR ALL WORK INSTALLED BY THE MAKEUP, EQUIPMENT LOCATION CHANGES, AND ANY OTHER CHANGES OR B ALL COMPONENTS OF CONDUIT RACEWAY SYSTEMS SUCH AS CONDUIT, SEAL 2,04 WIRING DEVICES MOUNTED IN A METAL CARD HOLDER ATTACHED TO THE INNER SIDE OF THE DEVIATIONS BETWEEN PROJECT WORK, AS BUILT, AND THE CONTRACT DOOR. PANELBOARDS SHALL HAVE BLACK MICARTA PLATES WITH 1/2-INCH CONTRACTOR. AND PAY ALL FEES AND CHARGES LEVIED BY THE ELECTRIC BOXES, SUPPORTS AND FITTINGS SHALL MEET THE LATEST / UTiUTY COMPANY FOR CONNECTION TO ELECTRIC SERVICES. DOCUMENTS. MARKINGS SHALL BE NEAT, LEGIBLE, AND PERMANENT. TIGHT CONDUIT, HIGH WHiTE CUT LETTERS STATING PANELBOARD NUMBER AND VOLTAGE. WHERE UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SIMILARLY APPUCABLE STANDARD OF UNDERWRITERS LABORATORIES, INC. ALL STEEL A. WIRING DEVICES SHALL BE INSTALLED IN METAL CONDUIT DEVICE BOXES. PANELBOARDS ARE IN PUBLIC AREAS, IDENTIFICATION PLATES SHALL BE INSIDE MARK A SECOND SET OF DOCUMENTS AND PROVIDE BOTH SETS OF AS- COMPONENTS OF CONDUIT RACEWAY SYSTEMS SHALL BE HOT-DIPPED DOOR. PANELBOARDS TO BE A MINIMUM WIDTH OF 20 INCHES AND MINIMUM 1.05 INSPECTION OF SITE BUILT DOCUMENTS TO THE OWNER WITH THE MAINTENANCE MANUALS. GALVANIZED, METALLIZED, SHERADIZED, OR ZINC-COATED BY SOME OTHER B. SWITCHES AND RECEPTACLES SHALL BE HUBBELL, BRYANT LEVITON, DEPTH OF 5-3/4 INCHES. APPROVED MEANS. SEAL TIGHT CONDUIT AND PVC CONDUIT SHALL HAVE PASS & SEYMOUR, OR APPROVED EQUAL SUBJECT TO APPROVAL BY THE DATE: NO. REVISIONS / BY: -- A. DIVISION 16 CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND FAMILIARIZE 1.12 GUARANTEE SEPARATE GROUND CONDUCTOR. ARCHITECT, COLOR SHALL BE GRAY FOR NORMAL, RED FOR EMERGENCY. D. BUSES SHALL BE MADE FROM 98 PERCENT ELECTROLYTIC COPPER OR 55 HIMSELF WITH ALL EXISTING CONDITIONS IN REGARDS TO THE REQUIREMENTS PERCENT CONDUCTIVITY ALUMINUM AND SHALL BE INDEPENDENTLY PROJECT: OF THIS CONTRACT. ANY VISIBLE OR EASILY ATTAINABLE INFORMATION A. THE CONTRACTOR SHALL FURNISH THE OWNER WITH A WRITTEN GUARANTEE C. SWITCHES SHALL BE SPECIFICATION GRADE, AC QUIET TYPE, 20-AMP, SUPPORTED (WITHOUT DEPENDENCE UPON THE CIRCUIT BREAKERS). AVAILABLE AT THE SITE, EVEN IF DIFFERING FROM THESE DOCUMENTS, WILL FOR THE PERIOD OF ONE (1) YEAR AGAINST THE FAILURE OF ANY PART OF 120/277-VOLT, WITH SILVER ALLOY CONTACTS, EQUAL TO HUBBELL #1221. SOLDERLESS LUGS ONLY SHALL BE PROVIDED IN ALL MAINS UNLESS NOTED NOT RESULT IN EXTRA COMPENSATION AFTER TiME OF BID. ANY THE ELECTRICAL SYSTEMS INSTALLED UNDER THE SPECIFICATIONS DUE TO OTHERWISE IN THE PANELBOARD SCHEDULE. ALL MAIN LUGS SHALL BE 6.1 Ilmi I\111 I DISCREPENCIES FROM THESE DOCUMENTS, SHOULD BE REPORTED TO THE FAULTY MATERIAL OR WORKMANSHIP. GUARANTEE PERIOD SHALL START UPON D. GENERAL PURPOSE DUPLEX RECEPTACLES SHALL BE SPECIFICATION GRADE CRIMP COMPRESSION TYPE. WHERE BREAKERS AND/OR SWITCHES ARE ARCHITECT/ENGINEER AS SOON AS POSSIBLE. SUBSTANTIAL COMPLETION OR AS SPECIFIED UNDER GENERAL AND SPECIAL 1.17 PULLBOXES NEMA 5-20R, 20-AMP, 125-VOLT, 3-WIRE GROUNDING TYPE DEVICES, USTED IN THE SCHEDULES AS "SPACE ONLY", THIS SHALL INCLUDE CONDITIONS. LAMP BULBS SHALL BE OPERABLE ON THE START DATE OF, EQUAL TO HUBBELL #5362, WITH THE THiRD POLE GROUNDED TO THE EXTENDED BUS AND MOUNTING PROVISIONS, LOCATION: YMRSHINGTON SQUARE BUT EXCLUDED FROM, THE GUARANTEE. A. PULLBOXES SHALL BE INSTALLED AS REQUIRED IN LONG RUNS OR WHEN OUTLET BOX. EACH RECEPTACLE SHALL BE RIGIDLY POSITIONED WITHIN E. CIRCUIT BREAKERS SHALL BE BOLT-ON AND SHALL HAVE BOLTED LINE Q585 SY�I YVASHINGTON SQUARE RD 1.06 TEMPORARY ELECTRICAL SERVICE MORE THAN FOUR QUARTER BENDS OCCUR IN ANY CONDUIT RUN. ALL THE BOX SO THAT THE EXPOSED FACE OF THE RECEPTACLE PROTRUDES PULLBOXES SHALL BE SIZED TO CONFORM TO THE REQUIREMENTS OF BEYOND THE FACE OF THE COVER PLATE. AND LOAD TERMINALS. ALL BRANCH CIRCUIT BREAKERS SHALL BE B. THE CONTRACTOR SHALL ASSURE THAT ANY EXTENDED WARRANTIES TO WHICH PORTLAND, OR 441223 A. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY LIGHTING THE OWNER IS ELIGIBLE ARE PASSED ON TO THE OWNER. ARTICLE 370 OF THE NATIONAL ELECTRIC CODE. PULLBOXES SHALL BE QUICK-MAKE, QUICK-BREAK, THERMAL MAGNETIC, COMMON TRIP ON ALL AND POWER SYSTEM AT A LOCATION SPECIFIED BY THE GENERAL RECESSED IN ALL FINISHED PORTIONS OF THE BUILDING. MULTIPOLE BREAKERS AND HAVE A MINIMUM UL SHORT CIRCUIT RATING SPACE #J02 CONTRACTOR. THE SERVICE SHALL BE 200-AMP, 120/240-VOLT, SINGLE- E. GROUND FAULT CIRCUIT INTERRUPTER (GFI) DUPLEX RECEPTACLES SHALL OF 10,000 SYMMETRICAL R.M.S. AMPS. EACH BREAKER SHALL HAVE IT'S PROJECT NO. DRAWN BY: 1.13 CUTTING AND PATCHING PHASE, 3-WIRE, WITH APPROPRIATE METERING AND PROTECTIVE BE SPECIFICATION GRADE, 20-AMP DEVICES, EQUAL TO HUBBELL #GF5362, CURRENT RATING ENGRAVED, IN EASY TO READ NUMBERS, ON THE EQUIPMENT. COMPONENTS OF THE TEMPORARY SYSTEM SHALL BE AS WIRED SO THAT EACH UNIT IS SELF CONTAINED. GFI RECEPTACLES SHALL TOGGLE HANDLE. ALL BREAKERS USED FOR FLUORESCENT LIGHTING 0415(1Q5-015 MMM REQUIRED BY THE GENERAL CONTRACTOR. THE SYSTEM SHALL COMPLY WIN A. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING NECESSARY 1.18 OPERATING INSTRUCTIONS & TESTING NOT BE CONNECTED TO FEED THROUGH UNLESS SPECIFICALLY SO NOTED ON SWITCHING CONTROL SHALL BE UL LISTED "SWD" SWITCHING DUTY. ALL APPUCABLE CODES AND REGULATIONS. THE CONTRACTOR SHALL REMOVE FOR THE COMPLETION OF THE ELECTRICAL WORK FOR THIS PROJECT. NO THE DRAWINGS, BREAKERS SHALL BE EATON, SQUARE D, GE OR SIEMENS. SCALE: CHECKED BY: THE TEMPORARY SYSTEM WHEN IT IS NO LONGER NEEDED. STRUCTURAL MEMBERS SHALL BE DISTURBED WITHOUT OBTAINING WRITTEN A. THE CONTRACTOR SHALL FURNISH INSTRUCTION IN THE CARE, ADJUSTMENT, PERMISSION OF THE ENGINEER. OPERATION, AND MAINTENANCE OF ALL PARTS OF THE ELECTRICAL F. WEATHERPROOF DUPLEX RECEPTACLES SHALL BE GFCI PROTECTED WITH F. CIRCUIT NUMBERS APPEARING ON DRAWINGS SHALL BE USED FOR REFERENCE NO SCALE RM 1.07 MATERIALS AND EQUIPMENT THEQEIPMENT. INSTRUCTIONTOADDITIONAL SHALL COSTE GIVEN TO OWNER,EMPLOYEANES DESIGNATEDTA BY "WHILE-IN-USE" WEATHERPROOF COVERPLATES. ONLY. ACTUAL CONNECTIONS SHALL BE IN ACCORDANCE WITH PHASING OF B. ANY SURFACE WHICH IS DISTURBED IN ANY WAY BY THE CONTRACTOR SHALL THE OWNER, AT NO TO THE AND AT A TIME PATE: BE REPAIRED AND REFINISHED TO PROVIDE A SURFACE EQUAL IN ACCEPTABLE TO THE OWNER, JUST PRIOR TO ACCEPTANCE OF THE THE CABINET, LOAD BALANCE, AND COMMON NEUTRAL REQUIREMENTS. ROOM A. UNLESS OTHERWISE SPECIFIED, ALL MATERIAL AND EQUIPMENT SHALL BE STRENGTH, DURABILITY, AND APPEARANCE TO THE ORIGINAL SURFACE. EQUIPMENT BY THE OWNER. 2.05 WALL AND COVER PLATES NUMBERS OR NAMES USED FOR CIRCUIT IDENTIFICATION SHALL CORRESPOND 04/24/11 NEW AND MANUFACTURED BY RECOGNIZED MANUFACTURERS. ALL MATERIALS TO NAME PLATES INSTALLED ON ROOM DOORS BY THE GENERAL CONTRACTOR AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF GOVERNING CODES. C. WHERE IT IS NECESSARY TO DRILL OR CUT CONCRETE SURFACES, THE B. THE CONTRACTOR SHALL TEST THE EQUIPMENT INSTALLED UNDER THIS A. THE CONTRACTOR SHALL FURNISH AND INSTALL WALL PLATES FOR ALL OR AS SELECTED BY THE OWNER AND SHALL BE VERIFIED AS THESE MAY EDGES SHALL BE SHARPLY DEFINED. HOLES SHALL BE MADE WITH A ROTARY SPECIFICATION AND SHALL DEMONSTRATE ITS PROPER OPERATION TO THE FLUSH MOUNTED WIRING DEVICES AND ALL FLUSH MOUNTED SPECIAL NOT BE THE SAME AS ROOM TITLES ON THE DRAWINGS. B. ALL MATERIAL AND EQUIPMENT SHALL BE LISTED AND LABELED BY DRILL. CUTS SHALL BE MADE WITH A CONCRETE SAW UNLESS SOME OTHER ENGINEER. NO EQUIPMENT SHALL BE TESTED OR OPERATED FOR ANY SYSTEM OUTLETS. SECTIONAL WALL PLATES SHALL NOT BE USED. BLANK UNDERWRITERS LABORATORIES, INC. (UL), AS CONFORMING TO ITS METHOD OF MAKING SPECIFIC CUTS iS APPROVED BY THE ENGINEER. PURPOSE UNTIL IT HAS BEEN FULLY PREPARED, CONNECTED, AND READIED PLATES SHALL BE INSTALLED OVER ALL OUTLETS PROVIDED FOR FUTURE STANDARDS IN EVERY CASE WHERE SUCH A STANDARD HAS BEEN FOR NORMAL OPERATION. ANY EQUIPMENT DAMAGED BY IMPROPER OR ILL- USE. WALL PLATES SHALL BE NYLON AS MANUFACTURED BY EAGLE, ESTABLISHED FOR NAT TYPE OF MATERIAL OR EQUIPMENT. D. PENETRATIONS THROUGH SMOKE, FIRE, HAZARDOUS AREA, OR OTHER RATED TIMED OPERATION OR TESTING SHALL BE REPAIRED OR REPLACED, AT NE BRYANT, WITHGENEMATCHINGAL ELENSCREWS.HUBBELL RAR LE WAL WLAL SPSHALL BE SEPARATIONS SHALL BE SEALED TO PRESERVE THE RATINGS OF THE CONTRACTOR'S EXPENSE, BEFORE FINAL INSPECTION AND ACCEPTANCE. BACKRFI WiTH VIDES NISENGRAVED WALL PLATES SHALL HAVE C. THE CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL TO USE ANY PROPOSED SEPARATIONS. BACK FILL. PROVIDE SATIN FINISH NO. 302 NON-MAGNETIC TYPE SUBSTITUTE MATERIAL OR EQUIPMENT BEFORE CONTRACTING TO PURCHASE C. THE CONTRACTOR SHALL FURNISH A COPY OF CERTIFICATION AND TEST STAINLESS STEEL WALL PLATES, 209 LOW VOLTAGE TRANSFORMERS SUCH SUBSTITUTES. THE OWNER RESERVES THE RIGHT TO REQUIRE THE E. ALL CUTTING, DRILLING, PATCHING, REPAIRING, AND REFINISHING SHALL REPORTS TO THE ENGINEER AND INCLUDE THE REPORTS IN THE O&M B. COVER PLATES FOR TELEPHONE, SHALL BE AS SPECIFIED ABOVE. A. TEMPERATURE RISE: PROVIDE DRY-TYPE TRANSFORMERS 25-KVA AND LARGER REMOVAL OF ANY MATERIAL OR EQUIPMENT WHICH DOES NOT HAVE THIS BE DONE BY PERSONS SKILLED IN APPROPRIATE TRADES. MANUALS. WITH MAXIMUM OF 150 DEGREES C TEMPERATURE RISE ABOVE A 40 DEGREE WRITTEN APPROVAL AND WHICH DOES NOT COMPLY WITH THEC AMBIENT TEMPERATURE WITH A 220 DEGREES C RATED INSULATION SPECIFICATIONS, REGARDLESS OF THE STATE OF INSTALLATION OF SUCH F. NE CONTRACTOR SHALL CLEAN AWAY ALL RUBBISH AND LITTER GENERATED D. TESTS ON ELECTRICAL EQUIPMENT SHALL BE COMPLETED. TESTS SHALL BE 2.06 MANUAL MOTOR STARTERS SYSTEM. DRAINING NAME: EQUIPMENT. DURING ELECTRICAL INSTALLATION. SUBMITTED FOR REVIEW WITHIN ONE WEEK OF TEST BEING PERFORMED. A. MANUAL STARTERS SHALL BE TOGGLE SWITCH TYPE STARTERS. WHERE A RED D. WHERE EQUIPMENT SUPPLIED BY THE CONTRACTOR HAS CHARACTERISTICS G. PROVIDE X-RAY OR GROUND PENETRATING RADAR PRIOR TO E. THERMO GRAPHIC SURVEYS SHALL BE DONE BY A SETA LEVEL III OR AN PILOT UGHT IS INDICATED, THE LIGHT SHALL BEA NEON BULB INTEGRAL B. PROVIDE NEOPRENE PADS TO SUPPORT THE TRANSFORMER COILS AND UNDER ELECTRICAL SPEC'F ICAT IONS OTHER THAN AS SPECIFIED HEREIN, THE CONTRACTOR SHALL, AT NO DRILLING/CORING HOLES. ANSi LEVEL II THERMOGRAPHER AND WRITTEN DOCUMENTATION OF THE WITH THE STARTER. FLUSH MOUNTING UNITS SHALL HAVE ENGRAVED WALL TRANSFORMER CASING. PERSON(S) QUALIFICATIONS SHALL BE SUBMITTED. PLATES. SURFACE MOUNTING UNITS SHALL BE IN NEMA 1 ENCLOSURES, ADDITIONAL COST TO THE OWNER, MAKE ALL CHANGES IN THE ELECTRICAL UNLESS SOME OTHER TYPE OF ENCLOSURE IS INDICATED. MANUAL STARTERS C. PROVIDE MINIMUM 2-2.5% TAPS ABOVE AND BELOW NORMAL. DRAWING NO. WORK NECESSITATED BY THE SUBSTITUTION. 1.14 DEMOLITION SHALL BE CUTLER HAMMER BULLETIN 9101 OR SQUARE-D CLASS 2510. 1.08 WORKMANSHIP A. WHERE ELECTRICAL WORK TO REMAIN IS DAMAGED OR DISTURBED IN THE 1.19 OTHER D. PROVIDE FULL HEIGHT HINGED DOORS ON THE TERMINAL SIDE OF THE COURSE OF NE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW TRANSFORMER. INSTALL TRANSFORMER SO THE DOOR AND TERMINALS ARE A. NE INSTALLATION SPECIFIED HEREIN SHALL BE PERFORMED IN A NEAT PRODUCTS OF EQUAL CAPACITY, QUAUTY, AND FUNCTIONAUTY. A. ALL CIRCUITS SPECIFIED ARE DESIGNED ON NE BASIS OF LOAD ACESSIBLE. E4 .0 AND WORKMANLIKE MANNER BY PERSONS EXPERIENCED AND SKILLED IN THE REQUIREMENTS AND CONTROL PROCEDURES AS INDICATED. THE CONTRACTOR E. TRANSFORMERS 75-KVA AND SMALLER SHALL BE SUSPENDED FROM THE TRADE. ONLY THE BEST QUAUTY WORKMANSHIP WILL BE ACCEPTED. ALL B. ACCESSIBLE WORK INDICATED TO BE DEMOLISHED: REMOVE EXPOSED SHALL MAKE THE NECESSARY CHANGES TO THE CIRCUITS AND CONTROL STRUCTURAL CEILING. EXPOSED COMPONENTS OF THE ELECTRICAL SYSTEMS SHALL BE SQUARE AND ELECTRICAL INSTALLATION IN ITS ENTIRETY. EQUIPMENT WHERE MOTORS, APPLIANCES, AND DEVICES FURNISHED BY THE TRUE WITH BUILDING LINES AND SURFACES. C. ABANDONED WORK: CUT AND REMOVE BURIED RACEWAY AND WIRING CONTRACTOR HAVE OTHER RATINGS THAN THOSE INDICATED. F. ANSFORMERS SHA FFIICENCY CLASSIFICATION.COMPLY WITH THE REQUIREMENTS OF THE DOE CSL-3 ��� II�Of�� INDICATED TO BE ABANDONED IN PLACE, 2 INCHES BELOW THE SURFACE OF E ADJACENT CONSTRUCTION. CAP AND PATCH SURFACE TO MATCH EXISTING GIN O/ er'g •y � FINISH. S ' sate:k�.X5", 9:12 1. D. REMOVAL: REMOVE DEMOLISHED MATERIAL FROM THE PROJECT SITE. 4/90/ E. TEMPORARY DISCONNECTION: REMOVE, STORE, CLEAN, REINSTALL, + ! C7 ON' RECONNECT, AND MAKE OPERATIONAL COMPONENTS INDICATED FOR �' �44ry 11'1' RELOCATION. ROWS)ROO'� 5/1/2017 I _ 2.17 TELEPHONE AND NETWORK SYSTEM. 2.10 TRANSIENT VOLTAGE SURGE SUPPRESSION J. EMBOSSED TAPE SHALL NOT BE USED. ALL LOW VOLTAGE WIRING TO BE IN CONDUIT FROM OUTLET BOX TO COMM. B. USE THE FOLLOWING COLOR SCHEME FOR SLC CIRCUITS: 2.19 SUBSTITUTIONS. - NOT USED. K. ANSI SIZED, VINYL, SELF ADHESIVE, CONDUIT MARKERS COLOR CODED PER CABINET OR TERMINAL BOARD. CONTROL SYSTEMS WITH A MINIMUM OF 1/2-INCH HIGH PRE-PRINTED A. FOR EACH TELEPHONE OUTLET INDICATED ON THE DRAWINGS, PROVIDE TWO LOOP CIRCUITS ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER NO LESS THAN 5 2.11 UGHT FIXTURES LETTERS. FOR LARGER CONDUITS, LABELS AND TEXT SHALL BE SIZED GANG BOX WITH SINGLE GANG MUD RING, AND 3/4" CONDUIT STUBBED INTO DAYS PRIOR TO BID DATE. TO BE FAIR TO ALL BIDDING CONTRACTORS, ACCORDING TO ANSI PIPE LABELING STANDARDS. ACCESSIBLE CEILING SPACE. PROVIDE (1) 2" EMPTY CONDUIT STUBBED 5' BEYOND LOOP 1: RED/BLACK SUBSTITUTIONS AFTER THE BID WILL NOT BE ALLOWED UNLESS DIRECTED IN A. PROVIDE END-OF-LIFE BALLASTS OR LAMP CIRCUITRY FOR COMPACT FOOTINGS FOR SERVICE ENTRANCE FROM THE TELEPHONE TERMINAL BOARD. LOOP 2: ORANGE/BLACK WRITING BY THE SPECIFYING ENGINEER. ACCEPTABLE SUBSTITUTES SHALL BE FLUORESCENT LAMPS. L MOTOR OR HEATER CONTROL DEVICES - MANUAL MOTORS, SWITCHES, LOOP 3: BLUE/BLACK AVAILABLE TO ALL BIDDING CONTRACTORS PRIOR TO THE BID DATE. MOTOR TOGGLE SWITCHES, PUSHBUTTONS, THERMOSTATS, ETC. SHALL BE B. THE CONTRACTOR SHALL FURNISH AND INSTALL THE WIRE, CABLE, CONNECTING LOOP 4: YELLOW/BLACK IDENTIFIED WITH A LAMINATED PLASTIC NAMEPLATE. ALL NAMEPLATE2.20 UNDERFLOOR RACEWAY. B. LIGHT FIXTURES MOUNTED TO VERTICAL SURFACES OR STRUCTURAL STEELDEVICES, AND PROVIDE TESTING FOR WIRING SYSTEMS TO BE USED AS SIGNAL LOOP 5: PURPLE BLACK INSCRIPTIONS SHALL INDICATE THE EQUIPMENT BEING CONTROLLED, I.E. PURPLE/ BLACK NOT BE FASTENED TO THE SURFACE USiNG POWDER ACTUATED " " PATHWAYS FOR VOICE AND HIGH-SPEED DATA TRANSMISSION. PROVIDE A COMPLETE "TOILET EXH'', "RANGE HOOD", ETC. AS DESCRIBED iN THE EQUIPMENT A. COORDINATE LAYOUT AND INSTALLATION OF UNDERFLOOR RACEWAY PRODUCTS. IMPACT' TYPE ANCHORS. THE SURFACE SHALL BE DRILLED AND EXPANDING SCHEDULE AND THE BRANCH CIRCUIT SOURCE, E.G. 'PANEL L-2'. PREMISES DISTRIBUTION AND LOCAL AREA NETWORK CABLING SYSTEM TO SUPPORT LOOP 6: ORANGE WITH BLUE STRIPE/BLACK COORDINATE EXPOSED COMPONENTS WITH FLOOR-COVERING MATERIALS TO ENSURE D U N H A M D TYPE ANCHORS USED OR THE SURFACE SHALL BE DRILLED AND TAPPED. THE TELEPHONE SYSTEM AND THE LOCAL AREA NETWORK. INCLUDE OUTLETS, LOOP 7: BROWN/BLACK FITTINGS AND TRIM ARE SUITABLE FOR FLOOR-COVERING MATERIAL FURNISHED. M. MOTOR OR HEATER DISCONNECTS AND STARTERS - EACH SAFETY SWITCH, JACKS, PATCH PANELS AND PUNCH DOWN BLOCKS. COORDINATE INTERFACE OF LOOP 8: YELLOW WITH RED STRIPE/BLACK REVISE LOCATIONS FROM THOSE INDICATED AS REQUIRED TO SUIT FIELD CONDITIONS Dunham Associates,Inc. C. REFER TO UGHT FIXTURE SCHEDULE ON DRAWINGS FOR LIGHT FIXTURE TOGGLE SWITCH OR STARTER SHALL BE IDENTIFIED WITH A LAMINATED TELEPHONE SERVICE ENTRANCE. COORDINATE THE FEATURES OF MATERIALS AND LOOP 9: BROWN WITH RED STRIPE/BLACK AND ENSURE FUNCTIONING LAYOUT, AND AS APPROVED BY ARCHITECT. 50 South Sixth Street/Suite 1100 MANUFACTURES, FEATURES AND PROVIDER (TENANT OR TENANTS PLASTIC NAMEPLATE. NAMEPLATE INSCRIPTIONS SHALL INDICATE THE EQUIPMENT SO THEY FORM AN INTEGRATED SYSTEM. MATCH COMPONENTS AND LOOP 10: BLUE WITH YELLOW STRIPE/BLACK Minneapolis,Minnesota 55402-1540 CONTRACTOR). LAMPS SHALL BE BY OSRAM-SYLVANIA, GENERAL ELECTRIC, EQUIPMENT BEING CONTROLLED, ITS MOTOR NUMBER AND ITS MOTOR NUMBER INTERCONNECTIONS FOR OPTIMUM FUTURE PERFORMANCE. SYSTEM DESCRIPTION: UNDER FLOOR RACEWAYS, GROUPED IN RUNS OF 2 PHONE 812.465.7550 rwx 612.465.7551 OR PHILLIPS. AS LISTED IN THE EQUIPMENT SCHEDULE AND THE APPROPRIATE SCHEDULE PROVIDE FOR MINIMUM OF 20 VOLTS AT THE DEVICES FOR EACH AND CAST IN CONCRETE FLOOR FOR POWER AND TELEPHONE/DATA. WEB dunhameng.cam ON THE MECHANICAL DRAWINGS, E.G. "TOILET EXH (MOT #4. PRV-1)", ETC. C. THE CONTRACTOR SHALL ENGAGE AN EXPERIENCE INSTALLER WHO IS A REGISTERED THE DATA CIRCUITS. RACEWAYS TO BE PRE PUNCHED AT 24" ON CENTER. PROVIDE CONDUIT FEED mechanical+electrical consulting engineering 2.12 BALLASTS AND ACCESSORIES AND TO INCLUDE THE BRANCH CIRCUIT SOURCE, " COMMUNICATIONS DISTRIBUTION DESIGNER, CERTIFIED BY THE BUILDING INDUSTRY END, COUPLING SLEEVES, AND END PLUGS TO PROVIDE A COMPLETE E.G. "PANEL L-2 . CONSULTING SERVICE INTERNATIONAL (BICSI). SUCH AS DELL COM, STERLING POWER SUPPLY: +24V DC POWER, #14 RED.POWER SUPPLY: -24V DC COMMON, #14 BLACK. INSTALLATION. PROVIDE ATTACHING RING WITH MUD CAP FOR PRE-PUNCHED A. GENERAL REQUIREMENTS N. SWITCHBOARDS, MOTOR CONTROL CENTERS AND PANELBOARDS: A LAMINATED TECHNOLOGY SYSTEMS, AND LUCENT. HOLES NOT USED. WIREMOLD #4 DUCT OR APPROVED EQUAL ARCHITECT: D. j 1. PROVIDE ETL CERTIFIED BALLASTS THAT CONFORM TO APPLICABLE C.B.M. PLASTIC NAMEPLATE SHALL BE PROVIDED ON THE OUTSIDE OF EACH THE CONTRACTOR SHALL SHALL FURNISH AND INSTALL THE DISTRIBUTION RACKS DOOR-HOLDER POWER: #14 BLUE BLACK TWISTED PAiR. STANDARD. IN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS AND ON WHICH SHALL BE FREESTANDING AND OR WALL MOUNTED MODULAR STEEL UNITS DESIGNED FITTINGS: PROVIDE FLUSH DEVICES AS SHOWN ON THE DRAWINGS. SERVICE THE IN THE INSIDEIDE OF THE DOOR OF EACH PANELBOARD LOCATED IN OTHER FITTINGS TO BE FLUSH BRASS WITH FLIP LIDS FOR OUTLETS, AND 2. BALLASTS SHALL COMPLY WITH FCC AND NEMA LIMITS FOR ELECTROMAGENETIC FINISHED AREAS. INSCRIPTIONS SHALL INDICATE THE PANEL NAME, VOLTAGE, FOR TELECOMMUNICATIONS TERMINAL SUPPORT AND COORDINATED WITH DIMENSIONS 4. FOR NAC CIRCUITS, PROVIDE MINIMUM 14-GAUGE UNTWISTED PAIR SOLID FOR TELEPHONE/DATA SLIDES. WIREMOLD SOURCE 1 OR 2 OR APPROVED EQUAL. w INTERFERENCE (EMI) AND RADIO FREQUENCY INTERFERENCE (RFI) AND SHALL PHASE, WIRES, FEEDER SIZES AND FEEDER SOURCE, E.G.: "PANEL L1, OF THE UNITS TO BE SUPPORTED. HORN/STROBE WIRING AND MINIMUM 14-GAUGE TWISTED PAIR SOLID FOR NOT INTERFERE WITH THE OPERATION OF OTHER BUILDING EQUIPMENT. 120/208-3PH-4W, 2-INCHES-3 #2 & 1 #8 GRD THHN, FED FROM PANEL 1. APPROXIMATE MODULE DIMENSIONS: 84 INCHES HIGH BY 22 INCHES WIDE OVERALL SPEAKER WIRING. LIMIT CIRCUITS TO 1,000 FEET AND 1.5 AMPS UNLESS STATED H1". 2. FINISH: BAKED-POLYESTER POWDER COAT. OTHERWISE. B. FLUORESCENT BALLASTS END OF' ELECTRICAL SPECIFICATION. C IM 0. DRY-TYPE TRANSFORMERS: A LAMINATED PLASTIC NAMEPLATE SHALL BE A. USE THE FOLLOWING COLOR SCHEME FOR HORN/STROBE CIRCUITS: .18 FIRE ALARM SYSTEM C D R I L A N 0 PROVIDED WHiCH SHALL INDICATE THE NAME OF THE TRANSFORMER AND 2. ELECTRONIC BALLASTS SHALL HAVE A MINIMUM POWER FACTOR OF .95 WITH A PRIMARY FEEDER SIZE AND SOURCE, E.G. "TF-1, 1-1/4 INCHES - 3#1 & 1 A. THE FIRE ALARM SYSTEM SHALL BE AN ELECTRICALLY SUPERVISED CLOSED CIRCUIT, CIRCUIT 1: BROWN/BLACK - TOTAL HARMONIC DISTORTION OF LESS THAN 10%. #8 GRD, FED FROM PANEL H1". ZONED TYPE SYSTEM. IT A. SHALL OPERATE TO SOUND AN ALARM AFTER ANY DETECTOR IS ACTUATED, UNTIL THE STATION IS RETURNED TO NORMAL SHOP CIRCUIT 2: ORANGE/BLACK M ORGANCIRCUIT 3: YELLOW/BLACK 3. PROVIDE AN 'A' SOUND RATING FOR INDOOR FLUORESCENT BALLASTS. P. EACH DISCONNECT SWITCH OR CIRCUIT BREAKER iN SWITCHBOARDS OR DRAWINGS SHALL INCLUDE A RISER DIAGRAM SPECIFICALLY DESIGNED FOR THIS CIRCUIT 4: PURPLE/BLACK ARCHITECT MOTOR CONTROL CENTERS OR INDIVIDUALLY MOUNTED SHALL BE IDENTIFIED PROJECT WHICH INCLUDES ALL DEVICE, WIRING AND CONTROL PANEL DATA PERTINENT 4. FLUORESCENT BALLASTS MAY BE INSTANT START WHERE ENERGIZED FOR A WITHA LAMINATED PLASTIC NAMEPLATE. INSCRIPTIONS SHALL INDICATE THE TO THIS BUILDING SYSTEM. THE FIRE ALARM SYSTEM SHALL BE AS MANUFACTURED MINIMUM OF SIX HOURS AND THE INRUSH CURRENT WILL NOT TRIP THE DEVICE SERVED, E.G. "PANEL L1, HVAC UNIT #1, CAPACITORS, " ETC. BY HONEYWELL. B. USE THE FOLLOWING COLOR SCHEME FOR SPEAKER/STROBE CIRCUITS: CIRCUIT BREAKER, LOOP 1: RED/WHITE 711 N. FIELDER RD. Q. TiME SWITCHES, CONTRACTOR CABINETS, AUTOMATIC LIGHTING CONTROLS, B. SYSTEM OPERATION LOOP 2: ORANGE/WHITE/ ARLINGTON, TX 76012 5. IN ROOMS WHERE INBOARD/OUTBOARD SWITCHING IS REQUIRED, FIXTURES WITH SHALL BE IDENTIFIED WITH LAMINATED PLASTIC NAMEPLATES. INSCRIPTIONS A 10-FOOT SPACING OR LESS MAY SHARE BALLASTS WITH PRE-WIRED SHALL INDICATE THE EQUIPMENT CONTROLLED, E.G. "PARKING LOT LIGHTS", 1. MINIMUM CIRCUIT PERFORMANCE FOR SYSTEM SIGNALING LINE CIRCUITS (SLC) SHALL LOOP 3: BLUE/WHITE PH: (817) 635-5696 FACTORY WHIPS. ETC. BE CLASS B, STYLE 4 AS DEFINED IN NFPA 72, THE NATIONAL FIRE ALARM CODE. LOOP 4: YELLOW/WHITE NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE MINIMUM CLASS B, STYLE W. LOOP 5: PURPLE/WHITE FAX: (817) 635-5699 6. FOR COMPACT FLUORESCENT LAMPS, PROVIDE LAMP END OF BALLASTS TO R. EMERGENCY EQUIPMENT: ELECTRICAL EQUIPMENT THAT IS CONNECTED TO THE NETWORK (NODE-TO-NODE) CIRCUITS SHALL BE MINIMUM CLASS A, STYLE 7 WHEN LOOP 6: ORANGE WITH BLUE STRIPE/WHITE These drawings are instruments of the Architect's service and are the DISCONNECT THE CIRCUIT AT THE END OF LIFE OF THE LAMP. BUILDING EMERGENCY SYSTEM SHALL ALSO BE LABELED. CONNECTING NODES INSIDE THE SAME BUILDING. LOOP 7: WHITE/BROWN property of the Architect.They shall not be reproduced or used in any way, 2. SYSTEM CIRCUIT FAULT (TROUBLE) CONDITIONS SHALL INITIATE A TROUBLE SIGNAL ON LOOP 8: YELLOW WITH RED STRIPE/WHITE whatsoever,without the written permission of the Architect.Cc?2017 7. WHERE OCCUPANCY SENSORS ARE SPECIFIED IN AREAS OF NEW FIXTURE THE SYSTEM CONTROL PANEL (FACP) AND CONTROL TERMINALS, AND SHALL RECORD LOOP 9: BROWN WITH RED STRIPE INSTALLATION, PROVIDE PROGRAMMED RAPID START BALLASTS FOR LINEAR S. JUNCTION BOXES SHALL HAVE PANEL AND CIRCUITS IDENTIFIED ON JUNCTION A TROUBLE SIGNAL ON SYSTEM PRINTERS. LOOP 10: BLUE WITH YELLOW STRIPE iTE FLUORESCENT FIXTURES. BOX COVER. 8. FLUORESCENT BALLASTS SHALL BE ADVANCE, GE, OSRAM, SYLVANIA C. AUTOMATIC OPERATION: ALARM ACTUATION OF ANY MANUAL STATION OR OTHER 5. PROVIDE YELLOW/RED WIRE FOR THE ADDRESSABLE MONITOR MODULE WIRE FROM (MOTOROLA), SLI (VALMONT ELECTRIC), ROBERTSON, OR UNIVERSAL LIGHTING T. CONDUCTORS INITIATING DEVICE SHALL CAUSE THE FOLLOWING: THE MODULE TO THE APPLICABLE FLOW SWITCH OR TAMPER SWITCH. PROVIDE A TECHNOLOGIES (MAGNETEK, TRIAD OR ENERGY SAVING INC.). 1. BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED AS FOLLOWS: IN 1. FULL ANNUNCIATION OF THE ALARM CONDITION, TYPE AND LOCATION ON THE CONTROL LASS A LOOP FROM TEH SWITCH BACK TOT HE MODULE. OUTLET BOXES, BRANCH CIRCUIT CONDUCTORS SHALL BE IDENTIFIED BY TERMINALS. AN AUDIBLE SIGNAL SHALL SOUND AND THE ALARM CONDITION SHALL ONE OF THE FOLLOWING OPTIONS: FLASH ON THE SCREEN UNTiL ACKNOWLEDGED. EMERGENCY INSTRUCTIONS SHALL BE 6. PROVIDE MINIMUM 2-1/8 INCH DEEP BY 4-11/16 INCH ELECTRICAL BOX WITH A A. OPTION A - WITH FULL WRAP SELF-ADHESIVE WIRE MARKERS TO DISPLAYED. THE DEVICE ADDRESS AND ITS CONDITION SHALL ALSO BE DISPLAYED AT TWO-GANG MUD RING FOR CONTROL MODULES AND MONITOR MODULES. INDICATE PANELBOARD CIRCUIT NUMBER (E.G. "L-2"). THE FACP. k B. OPTION B - THE INSIDE OF THE BOX SHALL BE MARKED EITHER 2. PRINTOUT THE ALARM CONDITIONS, TYPE AND LOCATION PLUS TIME AND DATE (ALL ON THE SIDE OR BACK OF THE BOX, WITH A BLACK INDELIBLE FIRE ALARM INITIATED EVENT COMMANDS SHALL BE RECORDED AUTOMATICALLY). I. EXECUTION THE GENERAL.CONTRACTOR AMP/OR ALL SUB-CONTRACTORS 'MAGIC MARKER' TO INDICATE THE PANELBOARD AND CIRCUIT WORKING FROM Ti MC PLANS AND SPECIFICATIONS ARE NOT TO 2.13 UGHTiNG CONTROLS NUMBERS OF THE CONDUCTORS CONTAINED IN TEH BOX3. SIGNAL THE CENTRAL STATION SYSTEM. 1. THE FOLLOWING ITEMS ARE PROHIBITED: SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR (E.G.{ HIS REPRESENTATIi/E REGARDING MEASUREMENTS, IF SUCH "H4-2, 4, 6"). MEASUREMENTS DO NOT APPEAR CORRECT,ADD UP PROPERLY LIFE BALLASTS OR LAMP CIRCUITRY FOR COMPACT A. WIRE NUT CONNECTIONS IN CONTROL PANELS A. PROVIDE END-OF- C. OPTION C - IN UNFINISHED AREAS, MARK THE OUTSIDE OF THE 4. UPON ACTIVATION OF DUCT SMOKE DETECTORS, CONTROL CONTACTS AT THE AIR OR SCALE CORRECTLY TO THE INDICATED SIZE, FLUORESCENT LAMPS. BOX OR THE CONDUIT TO THE BOX WITH A BLACK INDELIBLE HANDLING UNIT SHALL SHUT DOWN THE ASSOCIATED FAN UNIT. 2. FOR NEW OR REMODELING PROJECTS INVOLVING THREE OR MORE CIRCUITS, 'MAGIC MARKER' TO INDICATED THE PANELBOARD AND CIRCUIT 5. UPON ACTIVATION OF AT LEAST TWO SMOKE DETECTORS AT A SECURED EXIT DOOR, PROVIDE A MINIMUM OF 24 HOURS NOTICE TO THE MAC COMMUNICATIONS CENTER DATE: 155UE 2.14 GROUNDING SYSTEMS NUMBERS OF THE CONDUCTORS CONTAINED IN THE BOX (E.G.: CONTROL CONTACTS AT THE SECURITY SYSTEM CONTROLLER SHALL INITIATE THE WHEN THE CIRCUITS TO THE COMMUNICATIONS CENTER ARE TO BE ACTIVATED "H4-2,4,6"). DOOR RELEASE SEQUENCE. AND TESTED. DURING THE ACTIVATION, THE CONTRACTOR SHALL PROVIDE A. CIRCUITS, METAL RACEWAY SYSTEMS, AND ALL OTHER PERMANENTLY SEPARATE AND CONTINUOUS VOICE COMMUNICATION TO THE COMMUNICATIONS 04/24/11 TUMI °IO% REVIEW SET INSTALLED ELECTRICAL EQUIPMENT SHALL BE SOLIDLY GROUNDED IN 2. IN JUNCTION BOXES AND PULLBOXES, BRANCH CIRCUIT CONDUCTORS D. CONTROL OF SMOKE DAMPERS SHALL BE BY ASSOCIATED DUCT SMOKE DETECTORS OR CENTER FROM THE WORKER AT THE REMOTE PANEL. THE WORKER SHALL ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE TO FORM A SHALL BE IDENTIFIED BY ONE OF THE FOLLOWING OPTIONS: AREA SMOKE DETECTORS IN ACCORDANCE WITH CODE REQUIREMENTS. COORDINATE WITH THE MAC PERSONNEL TO DISTINGUISH BONA FIDE ALARMS CONTINUOUS, PERMANENT AND EFFECTIVE GROUNDING SYSTEM. CAUSED BY TESTING. 04/26/11 LANDLORD SET A. OPTION A - WITH FULL WRAP SELF-ADHESIVE WIRE MARKERS TO E. PROVIDE SUPPLY AND RETURN AIR DUCT SMOKE DETECTORS FOR FANS 2000 CFM OR B. GROUNDING CONDUCTOR CONNECTIONS SHALL BE MADE WITH SOLDERLESS INDICATE PANELBOARD CIRCUIT NUMBER (E.G. "L-2"). GREATER. DUCT SMOKE DETECTORS ARE NOT REQUIRED ON THE OUTSIDE SIDE OF 3. FOR WORK INVOLVING A FEWER NUMBER OF CIRCUITS, NOTIFY THE B. OPTION B - IN UNPAINTED AREAS OUTSIDE OF THE BOX SHALL MAKEUP AiR UNITS. COMMUNICATIONS CENTER (612-726-5577) BY TELEPHONE EACH DAY TO REPORT 05/01/17 REVISION 1 - PERMIT SET PRESSURE TYPE FITTINGS. WHERE WELDED CONNECTIONS ARE PRACTICAL, CONNECTIONS MAY BE MADE BY THE USE OF A SUITABLE WELDING PROCESS. BE MARKED WITH A BLACK INDELIBLE 'MAGIC MARKER' TO THE AFFECTED PANEL AND AREA OF WORK AND THAT WORK IS COMMENCING. ALL CONNECTIONS SHALL BE MADE IN STRICT CONFORMANCE WITH THE INDICATE THE CIRCUIT NUMBERS OF THE CONDUCTORS CONTAINED F. CONTROL RELEASE OF CARD ACCESS DOORS VIA FIRE ALARM CONTROL MODULES. ALSO, NOTIFY THE COMMUNICATIONS CENTER EACH DAY TO INDICATE THAT THE MANUFACTURER'S RECOMMENDATIONS. IN THE BOX (E.G. "H4-2, 4, 6"). MARK THE INSIDE OF THE BOX COORDINATE WITH MAC POLICE. WORK FOR THAT DAY IS ENDING. COVER IN PAINTED AREAS. 4. FOR NEW ALARM POINTS BEING ADDED TO EXISTING SYSTEMS, PROVIDE C. TO MAINTAIN UNINTERRUPTED ELECTRICAL CONTINUITY, OFFLEXIBLE RACEWAY C. OPTION C - A TAG SHALL BE ATTACHED BY STRING TO EACH G. MATERIAL NOMENCLATURE THAT IS CONSISTENT WITH THE EXISTING. OBTAIN APPROVAL FOR SECTIONSTMUST HAVECONDUCTANCE EQUALTHE SYSTEM'S INFLEXIBLE RACEWAY.. TO THAT RACEWAY FITTINGS USEDDMUST BEEGROUP OF CONDUCTORS THAT ENTER THE PULL BOX OR SUCH AS TO 1. FIRE ALARM EQUIPMENT SHALL BE UL LISTED HONEYWELL CONTROL PANELS AND ABBREVIATIONS AND NOMENCLATURE BY A REPRESENTATIVE FROM THE MAC ENSURE EXISTENCE OF A PERMANENT BOND. GROUNDING BUSHINGS SHALL BE JUNCTION BOX (I.E. ON TAG PER CONDUIT). TAGS SHALL BE HONEYWELL USER INTERFACE COMPONENTS TO MATCH THE EXISTING SYSTEM. DEPT. OF PUBLIC SAFETY. PROVIDED TO GROUND CONDUITS TO CONTROL CENTER GROUND. ALL NEW MARKED WITH A BLACK INDELIBLE FELT TIP PEN TO INDICATE EQUIPMENT SHALL BE GROUNDED TO THE EXISTING GROUNDING SYSTEM. THE CIRCUIT NUMBERS OF THE CONDUCTORS (E.G.: "H4-2,4,6"). 2. PROVIDE INDIVIDUALLY ADDRESSABLE TYPE FIRE ALARM SYSTEMS AND DEVICES. 5. COMPLETE THE PROGRAMMING OF THE SYSTEM DATABASE PRIOR TO ACTIVATING ANY FIRE ALARM SYSTEM ALARM POINTS. D. PROVIDE SERVICE GROUNDING AS INDICATED ON ONE-UNE DIAGRAM. U. PANELBOARD DIRECTORIES: INSTALL TYPEWRITTEN CIRCUIT DIRECTORIES TO 3. FIRE ALARM SIGNALS SHALL REPORT DIRECTLY VIA FIRE ALARM NETWORK 6. MONITOR MODULES USED OF WATER FLOW AND TAMPER INDICATE THE BRANCH LOAD TYPES AND AREAS SERVED' IN PANELBOARDS. CONNECTIONS TO THE USER INTERFACE MODULES AT THE MAC COMMUNICATIONSMONITOR SWITCHES SHALL BE SID FORE MONITORINGN DEVICES: DUAL MONITOR MODULES WITH TWO E. INCLUDE A SEPARATE BARE GROUND CONDUCTOR IN ALL TYPE NM CABLE PROVIDE NEW DIRECTORIES IN EXISTING PANELS WHERE CIRCUITS HAVE BEEN CENTER, THE FIRE STATION AND THE ELECTRICAL SHOP. DEVICE ADDEREL BE PER MODULE ARE NOT ACCEPTABLE. OF THE SAME SIZE AS PHASE CONDUCTOR. MODIFIED, ADDED OR DELETED. INCLUDE ON THE DIRECTORY THE DATE THE DIRECTORY IS INSTALLED AND THE ELECTRICAL CONTRACTORS COMPANY 4. PROVIDE CONDUIT FOR FIRE ALARM SYSTEM WIRING. CONDUIT SHALL BE RED IN F. INCLUDE A SEPARATE GROUND CONDUCTOR IN ALL PVC RACEWAY. NAME. CLEAR, PLASTIC-COVERED POCKETS SHALL BE PROVIDED IN COLOR. PROVIDE MINIMUM 3/4" CONDUIT FOR LOOP WIRING. 7. ALL ADDRESSABLE SYSTEM DEVICES SHALL BE LABELED IN A NEAT PERMANENT G. INSTALL COPPER GROUNDING CONDUCTOR IN BRANCH AND FEEDER PANELBOARDS FOR DIRECTORIES TO BE PLACED IN. LEAVE OLD DIRECTORIES AND LEGIBLE MANNER. PROVIDE PROFESSIONALLY PRINTED VINYL ADHESIVE CIRCUITS. PROVIDE TWO COPPER CONDUCTORS FOR ISOLATED FOR EXISTING PANELBOARDS IN POCKET BEHIND NEW DIRECTORY. PROVIDE 5. FIRE ALARM DEVICES SHALL BE SPEAKERS WITH STROBES. LABELS. LEI ILRING SHALL BE 1/4 INCH TEXT, BLACK ON WHITE. GROUND CIRCUITS. TYPED CIRCUIT SCHEDULE MOUNTED IN HOLDER FOR EACH PANEL THE DATE: NO. REVISIONS / BY: SCHEDULE SHALL IDENTIFY CIRCUITS BY ROOM NUMBER USING FINAL 6. SMOKE DETECTORS SHALL BE IONIZATION AND PHOTOELECTRIC TYPE. 8. HEIGHT FOR PULL STATIONS TO COMPLY WITH ADA REQUIREMENTS. H. ALL CONDUITS 1" AND LARGER, ENTERING AND EXITING ALL NUMBERS FURNISHED BY THE MAC. VERIFY ROOM NUMBERS WITH MAC. PROJECT: ELECTRICAL EQUIPMENT ENCLOSURES SHALL BE GROUNDED WiTH 7. USER INTERFACE FLOOR PLAN GRAPHICS AND TEXT GRAPHICS ARE REQUIRED. 9. DO NOT LOAD SIGNALING LINE CIRCUITS GREATER THAN 75 PERCENT OF GROUNDING BUSHINGS. V. INSCRIPTIONS: INSCRIPTION CHARACTERS ON THE SWITCHBOARD, CAPACITY, PROVIDE ONE SPARE SIGNALING UNE CIRCUIT OR CAPACITY FOR 50 I. FOR UNIFORMITY AND TO AVOID CONFUSION FOR SEPARATELY DERIVED PANELBOARDS, METERING, TERMINAL CABINETS AND FUSE STORAGE CABINET 8. PROVIDE REMOTE INDICATORS FOR DUCT SMOKE DETECTORS. ADDITIONAL INITIATING DEVICES IN THE FACP. .1.11 FLHVI I SYSTEMS THE GROUNDING ELECTRODE AND BONDING CONNECTIONS SHALL BE A MINIMUM OF 1/4-INCH HIGH. INSCRIPTION CHARACTERS ON 9. PROVIDE FIRE ALARM MONITOR MODULE INDICATOR BELOW THE DROP CEILING FOR 10. VISUAL NOTIFICATION APPLIANCES SHALL BE ALLOWED TO BE ON THE SAME ARE TO BE MADE AT THE TRANFORMER. OTHER IDENTIFICATION PLATES SHALL BE MINIMUM OF 1/8-INCH HIGH. VALVE TAMPER SWITCHES. CIRCUITS AUDIBLE NOTIFICATION APPLIANCES PROVIDED THE AUDIBLE DEVICES CAN W. CONDUITS AND JUNCTION BOXES: ALL CONDUITS FOR SYSTEMS INDICATED BE SILENCED WHILE LEAVING THE VISUAL DEVICES ACTIVATED. LOCATION: WASHINGTON SQUARE 2.15 IDENTIFICATION AND LABELING OF ELECTRICAL EQUIPMENT SHALL BE INDENTiFIED WITHIN 3-FEET (ENTRANCE TO) OF JUNCTION BOXES, 10. PROVIDE SCREW-TYPE CONNECTORS, NOT PUSH-IN TYPE CONNECTORS. 95S9 SW WASHINGTON SQUARE RD 25-FEET ON CONTINUOUS RUNS OF CONDUIT AND A MINIMUM OF 1 MARKER 11. USE DOOR HOLD OPEN CIRCUITS FROM FIRE ALARM PANEL OR AUXILIARY FIELD PORTLAND, OR ci 7223 A. SWITCHING DEVICES, CIRCUIT BREAKERS AND METERING ON MAIN PER ROOM USING CONDUIT MARKERS. LABEL CONDUIT WITH VOLTAGE WITHIN. H. WIRING MODULES IN LIEU OF AUXILIARY CONTACTS IN THE DETECTOR BASE. SPACE *J02 SWITCHBOARDS AND DISTRIBUTION PANELBOARDS SHALL BE IDENTIFIED WITH PAINT JUNCTION BOX COVERS WITH ENAMEL SPRAY PAINT FOR ANY SYSTEM 12. PROVIDE REMOTE ALARM INDICATORS IDENTIFYING THE LOCATION OF CONCEALED BLACK-WHITE-BLACK LAMINATED 1/8 INCH THICK PLASTIC PLATES. NOT HAVING COLORED CONDUIT SPECIFIED. COLORS FOR JUNCTION BOX 1. PROVIDE SOLID, TWISTED PAIR, UNSHIELDED THHN WIRING FOR THE FIRE ALARM PROJECT NO. DRAWN BY: PLASTIC PLATES SHALL BE ATTACHED TO THE EQUIPMENT WITH SCREWS COVERS AND CONDUIT LABELS TO BE AS FOLLOWS: SYSTEM CIRCUITS UNLESS NOTED OTHERWISE. FOR UNDERGROUND FIRE ALARM INTiATING DEVICES (DUCT SMOKE DETECTORS, TAMPER SWITCHES, ETC.). LOCATE 0418c115-015 MMMAND RIVETS. WIRING, XHHW-2 WIRING SHALL BE USED. REMOTE INDICATORS IN PUBLIC SPACES (SUCH AS CORRIDORS). PROVIDE REMOTE MAC SYSTEM JUNCTION BOX CONDUITS/RACEWAY INDICATORS FOR DUCT SMOKE DETECTORS. MOUNT DAMPER CONTROL MODULES AND SCALE: CHECKED SY: B. PROVIDE IDENTIFICATION PLATES FOR ALL DISTRIBUTION EQUIPMENT FROM COVER COLOR 2. PROVIDE FIBER OPTIC CABLING WHERE REQUIRED DUE TO COPPER CABLE DETECTOR INDICATORS FLUSH IN THE DROP CEILING. PLACE DETECTOR INDICATORS THE SERVICE THROUGH BRANCH CIRCUIT PANELBOARDS AND MOTOR 1. FIRE ALARM RED RED/WHITE LETTERS "FIRE ALARM AND RED DISTANCE LIMITATIONS. BETWEEN 24" AND 36" HORIZONTAL DISTANCE FORM THE DETECTOR. NO SCALE RM CONTROL CENTERS. LABELS SHALL IDENTIFY BOTH THE EQUIPMENT CONDUIT. DESIGNATION AND THE SOURCE SUPPLYING THE EQUIPMENT. 3. FOR SLC CIRCUITS, PROVIDE MINIMUM 16 GAUGE WIRING OR LARGER AS REQUIRED 13. CONNECT FIRE ALARM DEVICES TO EMERGENCY POWER SOURCE WHERE AVAILABLE. DATE: 2. 120/208V SYSTEM GRAY GRAY/BLACK LETTERS "120/208 VOLT SYSTEM" FOR VOLTAGE DROP. USE THE SAME SIZE WIRE FOR THE ENTIRE LOOP. PROVIDE 14. PROVIDE AN ELECTRICAL RECEPTACLE WITHIN THE FIRE ALARM CONTROL PANEL C. MOTOR AND ASSOCIATED STARTER OR EQUIPMENT DESIGNATIONS SHALL BE 3. 277/480V SYSTEM SAND SAND/BLACK LETTERS "277/480 VOLT SYSTEM" 6-8 TWISTS PER FOOT. 15. PAINT FIRE ALARM SYSTEM JUNCTION BOX COVERS RED. C. 04/24/11 THE SAME. 4. LOW VOLTAGE WHITE/BLACK LETTERS INDICATING SPACE A. USE THE FOLLOWING COLOR SCHEME FOR WIRING THE NETWORK BACKBONE NUMBERS (E.G. "E-2283 COMM") CIRCUITS: 16. DUST CAPS TO BE PLACED ON SMOKE DETECTORS FROM CONSTRUCTION INITIATION D. SHOP DRAWINGS: A COMPLETE LIST OF IDENTIFICATION LABELS. THE LIST UNTIL SYSTEM TESTING. SHALL BE UPDATED AND VERIFIED WITH THE ENGINEER PRIOR TO THE FOR ALL OTHERS, CONSULT 'MAC DESIGN AND CONSTRUCTION STANDARDS' NETWORK: RED/YELLOW MANUFACTURE OF THESE LABELS TO REFLECT CHANGES MADE DURING THE CONSTRUCTION OF THE PROJECT. AUDIONET: YELLOW/VIOLET 17. JUNCTION BOXES TO BE PLACED WITHIN 4'-0" OF THE DROPPED CEILING FOR EASE OF AUDIO: YELLOW/VIOLET ACCESS. 2.16 SERVICE TO ELECTRICALLY-POWERED EQUIPMENT PAGE - PR 1 E. IDENTIFICATION LABELS FOR EQUIPMENT OR DEVICES SHALL BE BLACK- BLUE/BLACK 18. MOUNT CONTROL MODULES WITH VISUAL INDICATORS FOR FLOW AND TAMPER SWITCHES WHILE-BLACK LAMINATED PLASTIC PLATES. CHARACTERS SHALL BE CUT A. THE CONTRACTOR SHALL FURNISH AND INSTALL OUTLETS FOR AND MAKE PAGE - PR 2 RED/BLACKFLUSH IN CEILING BETWEEN 24" AND 36" FROM THE SWITCH. THROUGH THE BLACK TO SHOW THE WHITE OF THE PLATE. INSCRIPTIONS MIC RED (SHIELDEHIELDED)) SHALL BE SYMMETRICAL TO THE CENTERLINE OF PLATES. FINAL ELECTRICAL CONNECTIONS TO ALL MOTORS AND ELECTRICALLY SYNC YELLOW/BLUE POWERED EQUIPMENT INDICATED ON THE EQUIPMENT SCHEDULE. 19. CONTRACTOR TO REVIEW WIRING AND PROGRAMMING REQUIREMENTS WITH MR. ADRIAN 24V RED/BLACK KREGNESS (612) 726-5552 OF MAC ELECTRIC AND MR. NATHAN KREYE OF MAC FIRE F. LABELS SHALL BE SIMILAR AND EQUAL TO TROPHY HOUSE, MINNEAPOLIS, B. THE CONTRACTOR SHALL OBTAIN EXACT INFORMATION PERTAINING TO DEPT. PRIOR TO PERFORMING ANY WORK. MINNESOTA OR SETON NAME PLATE CORPORATION, NEW HAVEN, CT. LOCATION, ELECTRICAL CHARACTERISTICS, AND WIRING FOR EQUIPMENT DRAINING'NG NNAME: G. LAMINATED PLASTIC NAMEPLATES SHALL BE ATTACHED TO THE EQUIPMENT FURNISHED BY OTHERS FROM THE CONTRACTOR FURNISHING THE EQUIPMENT. 20. FIRE ALARM DEVICES SERVED FROM THE TRUNK SHALL CONNECT AT THE TRUNK LINE ELECTRICAL 5t�fGII"IGTIOt��I�S OR DEVICES SURFACES WITH TWO SELF-TAPPING CHROME-HEADED SCREWS THIS INFORMATION SHALL BE VERIFIED BY EXAMINING NAMEPLATES AND JUNCTION BOXES. DEVICE TO DEVICE (DAISY CHAINING OF DEVICES) CONDUIT SHALL MANUFACTURER'S WIRING DIAGRAMS. ANY DISCREPANCY BETWEEN THE NOT EXCEED 25'-O" RUNNING PARALLEL WITH THE TRUNK LINE. OR RIVETS. SELF-STICKING ADHESIVE BACKED NAMEPLATES WILL NOT BE ACCEPTED. EQUIPMENT REQUIREMENTS AND THE PROVISIONS MADE BY THESE SPECIFICATIONS SHALL BE REPORTED. EQUIPMENT DAMAGED AS A RESULT 21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF THE DRAINING NO. OF THE CONTRACTOR'S FAILURE TO OBSERVE MANUFACTURER'S EXISTING FiRE ALARM SYSTEM. WHEN WORK MUST BE PERFORMED ON THE SYSTEM H. STAINLESS STEEL PLATES SHALL BE TYPE 302 SATIN FINISH. INSCRIPTIONS REQUIREMENTS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR. THE DURING NORMAL OPERATION, THE CONTRACTOR SHALL NOTIFY THE MAC FIRE DEPT. SHALL BE ENGRAVED 1/4-INCH HIGH AND FILLED WITH BLACK. THERMAL PROTECTION ELEMENTS IN MANUAL STARTERS SHALL BE RECHECKED THROUGH THE DISPATCH OFFICE (612-726-5577). REPORT DAILY TO DISPATCH AT WITH NAME PLATE DATA AT THE SITE BEFORE OPERATION OF THE EQUIPMENT. THE START AND END OF THE WORKDAY. NOTIFY DISPATCH OF THE LOCATION OF THE I. WIRE MARKERS SHALL BE ADHESIVE WRITE-ON TAPE WITH CLEAR ADHESIVE WHERE NECESSARY, THE THERMAL PROTECTION ELEMENTS SHALL BE CHANGED WORK AND THE AFFECTED FIRE ALARM ACTIVATION AND NOTIFICATION CIRCUITS. IF E5 •O OVER-WRAP, AS MANUFACTURED BY BRADY MANUFACTURING, T & B, TO PROPERLY PROTECT THE EQUIPMENT. WORK IS NOT COMPLETED AT THE END OF TEH DAY, PROVIDE A DETAILED LiST OF PANDUIT OR IDEAL AREAS NOT COVERED BY THE FIRE ALARM SYSTEM OUTAGE. NOTIFY DISPATCH WHEN THE WORK IS FULLY COMPLETED WITH A SYSTEM FULLY FUNCTIONING AGAIN. +.: 81a GNIFf �O ^. t�e��'� 'b• F10144 5/1/2017