Loading...
Plans (18) BU P2018 - 00040 SHEET SHEET TITLE REVISIONS . ACC ACCESSIBLE FL FLOOR(ING) PLUMB PLUMBING Q n A\ A ACT ACOUSTICAL CEILING FLUOR FLUORESCENT PLYWD PLYWOOD ARCHITECTURAL TILE FR FRAME!FITTING PR PAIR S .., ' ACM ALUMINUM COMPOSITE ROOM PROJ PROJECT C100 COVER SHEET ❑ �' PANEL F.R.P. FIBERGLASS P.S.I. POUNDS PER SQUARE C101 RESPONSIBILITY SCHEDULE Z r NC AIR CONDITIONING REINFORCED INCH D100 DEMOLITION PLAN O FEB 2 sySr' C\1 0 ;, ADA AMERICANS WITH PLASTIC Q.T. QUARRY TILE � DISABILITIES ACT F.R.T. FIRE RETARDANT R RELOCATED A100 CONSTRUCTION PLAN — N A.F.F. ABOVE FINISH FLOOR TREATED RAD RADIUS A101 FINISH PLAN > CITY or` w' ,�y: AIA AMEROF ARICAN CHITECTSTUTE FT,GA() GAUGE FEET/FOOT R.C.P. REFLECTEDPACEILING NA102 FIXTURE PLAN i' BULLDJNC Q ';0,.. ALUM ALUMINUM G.C. GENERAL R.D. ROOF DRAIN A103 ARCHITECTURAL POWER PLAN ANSI AMERICAN NATIONAL CONTRACTOR REF REFERENCE A200 REFLECTED CEILING PLAN STANDARDS GYP.BD. GYPSUM BOARD REQ'D REQUIRED INSTITUTE H HIGH REV REVISION(S), A201 REFLECTED CEILING POWER PLAN ASHRAE AMERICAN SOCIETY H.B. HOSE BIBB REVISED A300 STOREFRONT PLAN&ELEVATION OF HEATING, HDWR HARDWARE RM ROOM REFRIGERATION& HGT HEIGHT R.O. ROUGH OPENING A301 STOREFRONT SECTIONS&ELEVATION AIR CONDITIONING H.M. HOLLOW METAL R.T.U. ROOF TOP UNIT A400 INTERIOR ELEVATIONS ENGINEERS HORIZ HORIZONTAL S SOUTH A401 INTERIOR ELEVATIONS ASSOC ASSOCIATION HR HOUR SAI SHREMSHOCK . . INTERIOR ASTM AMERICAN SOCIETY HRO HORIZONTAL ROUGH ARCHITECTS, INC. FOR TESTING& OPENING SAN SANITARY A500A402 STOREFRONT DETAILS S 0 0 MATERIALS HVAC HEATING, S.C. SOLID CORE A501 STOREFRONT DETAILS 0 0 ATTN ATTENTION VENTILATING,AIR SCH SCHEDULE ". o v v A502 DETAILS Q ¢ o 8 B- BASE CONDITIONING SSHTIM SHEET I >` r BLDG BUILDING IN,(") INCH SIM SIMILAR AfidO FINISH&DOOR SCHEDULES U8 E E BLK(G) BLOCK(ING) INC. INCORPORATED SPEC SPECIFICATION(S) A700 CONSTRUCTION DETAILS y y r Ct BM BEAM INSUL INSULATION, SQ SQUARE E Ecft BMPR. BUMPER INSULATED S.S. STAINLESS STEEL0 A800 NOT USED w m o 3 B.O. BOTTOM OF INT INTERIOR STD STANDARD A801 SEISMIC DETAILS a co 5 B.O.C.A. BUILDING OFFICIALS L LONG STL STEEL0V A900 ARCHITECTURAL SPECIFICATIONS CODE LAM LAMINATE T.B.D. TO BE DETERMINED a ADMINISTRATORS LAV LAVATORY TEL TELEPHONE A901 ARCHITECTURAL SPECIFICATIONS Ic B.p.H. BACK OF HOUSE LB. POUND THK THICKTOTALSHEETS:22 BW BACKWRAP LL LANDLORD T.O. TOP OF CAB CABINET LN LINEAR TS TUBE STEEL STRUCTURAL : V) -:;7•11 CARG CARRIAGE MAT'L MATERIAL TYP TYPICAL S A C CENT CENTER MAX MAXIMUM U.B.C. UNIFORM BUILDING S1.1 STRUCTURAL SPECIFICATIONS AND NOTES CFO CERTIFICATE OF MDF MEDIUM DENSITY CODE S2.1 FRAMING PLANS AND DETAILS OCCUPANCY FIBERBOARD UL UNDERWRITERS2 C.G. CORNER GUARD MECH MECHANICAL LABORATORY TOTAL SHEETS:2 y O CLG CEILING M.E.P. MECHANICAL, U.N.O. UNLESS NOTED C.L.,(0) CENTER LINE ELECTRICAL, OTHERWISE MEP CLR CLEAR PLUMBING VAV VARIABLE AIR n C.M.U. CONCRETE MASONRY MEZZ. MEZZANINE VOLUME E100 POWER PLAN &SYMBOLS V Q UNIT MANUF. MANUFACTURER VCT VINYL COMPOSITE E200 LIGHTING PLAN,CONTROLS,&FIXTURE SCHEDULECC C 2CONC CONCRETE MIL MILLIMETER TILE E300 ELECTRICAL SCHEDULES&RISER DIAGRAMS — Z CONST CONSTRUCTION MIN MINIMUM VERT VERTICAL E400 ELECTRICAL SPECIFICATIONS O Lo CONT CONTINUOUS OR MIR MIRROR V.I.F. VERIFY IN FIELD 0 r CONTINUE M.S. MUD W WIDE 1I11A H I N GT N UAR E E500 ENERGY CODE COMPLIANCE FORMSI CONTR CONTRACTOR MTD MOUNOUN TEDEDWI WITH Mi00 MECHANICAL PLAN AND NOTESCT CERAMIC TILE MIL METAL W/O WITHOUT - U CW CASHWRAP (N) NEW WC WAINSCOT M200 MECHANICAL SCHEDULES AND DETAILS 0 -or ,., D DEEP N NORTH WD WOOD M300 PLUMBING PLAN,SCHEDULES AND DETAILS co DEPT DEPARTMENT N.E.C. NATIONAL ELECTRICAL WT WEIGHT 9585 S �VV. WASHINGTON SQUARE ROAD M400 FIRE PROTECTION&PLUMBING SPECIFICATIONS U E o D.F. DRINKING FOUNTAIN CODE0 DIA,(0) DIAMETER NEMA NATIONAL ELECTRICAL M401 MECHANICAL SPECIFICATIONS N U to DR DOOR/DRIVE MANUF.ASSOC. TOTAL SHEETS: 10E § N A DTL DETAIL NFPA NATIONAL FIRE SPACE ##T03 0 GRAND TOTAL:34 SHEETS iii-) .1.DWG DRAWING(S) PROTECTION -C 0 cin EW DRAWER ASSOCIATION PORTLAND O R 97223 c' 4.J. EAAEACH N.I.C. NOT IN CONTRACT ELEV ELEVATION NO,(#) NUMBER ELEC ELECTRIC(AL) N.T.S.A. NOT TO SCALE + COPY ENG ENGINEER O.C. ON CENTER OFFICE COP .[ EQ EQUAL OF! OWNER FURNISHED ETC ETCETERA ITEM • EXT EXTERIOR OH OHIO CITY OF TIGARD EXT'G,IE; EXISTING OPP OPPOSITE REVIEW FOR CODE COMPLIANCE w ❑ • E.J. EXPANSION JOINT OSM OWNER SUPPLIED NOTE• USE. FC FLOOR COVERING MATERIALS 1 V`■ F.D. FIELD REEXTI EXTINGUISHER OWSJ OPEN JOISTS WEB STEEL EXISTING CONDITIONS, INCLUDING CEILING FOR THE SALE OF MODULAR FURNITURE oTcnVca: F.E. FIRE EXTINGUISHER JOISTS � 1 � � r�� F.E.C. FIRE EXTINGUISHER OZ OUNCES PCrmiE #. � �� 1 ��.� � ►�Q � Q V vJ {V co CABINET P- PAINT STRUCTURE AND SERVICES ARE BASED AND BEAN BAGS p 9 1 dr.{�:� -f - �� rd Ocf) a)N- . N FIN FINISH(ED) PAF POWDER ACTUATED FASTENER ON PARTIAL SURVEY. ACTUAL DIMENSIONSsuite#: ---m 3 aAND SERVICES WILL NEED TO BE V.I .F. By: 4 . n c�. 3-�� - z in zz qo ABBREVIATIONS JR DRAWING INDEX C u o = wo SCOPE OF WORK: r� to 9, z WI1. THIS PROJECT WILL COMPLY TH LOCAL,STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. AREA CALCULATIONS: VQQ 2. THRESHOLDS SHALL BE NO HIGHER THAN 1l2"ABOVE THE TOP OF FINISHED FLOOR,EDGE TO BE BEVELED WITH A SLOPE NO GREATER THAN 1 IN 2. LOVESAC THIS PROJECT IS A REMODEL OF AN EXISTING MERCANTILE STORE IN AN EXISTING INTERIOR CENTER FOR A .^� SUITE#T03 GROSS AREA (LEASED): 1 ,083 SQ" FT. NEW"LOVESAC". WORK IS TO INCLUDE, BUT NOT LIMITED TO, DEMOLITION AND NEW WALL CONSTRUCTION z 5. U) P 3. ALONG ACCESSIBLE PATH OF TRAVEL AND AT EMERGENCY EGRESS CONDITIONS,DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE,MOUNTED 34"TO 44" LEVEL 1 OF2 WITH THE REMODEL OF EXISTING FLOORING, CEILINGS AND STOREFRONT. MODIFICATIONS ARE TO BE MADE ABOVE FINISH FLOOR AND OPERABLE WITH A MAXIMUM EFFORT OF 5 LBS FOR INTERIOR DOORS,5 LBS FOR EXTERIOR DOORS. 4. PROVIDE ACCESSIBLE MANEUVERING CLEARANCES AT DOORS AS SHOWN ON PLANS AND IN COMPLIANCE WITH ADA AND ICC A117.1. ~--- - C.7 p TO ELECTRICAL, MECHANICAL AND PLUMBING SYSTEMS. O 5. ACCESSIBLE DOORS MUST BE A MINIMUM 3'-4"WOE X 6'-8'HIGH. Ir - I p GROSS AREA (CALC.): 1 ,078 078 SQ. FT. APPLICABLE CODES: "� CI) CL B. CASH WRAP SHALL CONFORM TO ALL LOCAL,STATE AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. SEE DETAIL SHEET FOR CLEAR DIMENSIONS AND J I NO2i1SCMION 0 ; /1 COUNTER HEIGHTS. _ - --- _1 1 BUILDING CODE: OREGON STRUCTURAL SPEC. CODE 2014 DO • 7. G.C.TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OR 2-AlI0BC WITHIN 75'OF TRAVEL DISTANCE TO ALL PORTIONS OF THE SPACE "AA 111111 t j I _ I GROSS SALES: 870 SQ. FT. PLUMBING CODE: OREGON PLUMBING SPEC. CODE 2017 Liz DURING CONSTRUCTION. PROVIDE FIRE EXTINGUISHER DURING ALL PHASES OF CONSTRUCTION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. CS) 8. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY,TOOL OR SPECIAL KNOWLEDGE OR EFFORT, SAOdW GROSS N ON-SALES: 208 SQ. FT. ELECTRICAL CODE: OREGON ELECTRICAL SPEC. CODE 2017 1'4.. •011",, MECHANICAL CODE: OREGON MECHANICAL SPEC. CODE 2014 i � STOREFRONT FRONTAGE: 20 L.F. ENERGY CODE: OREGON EESC 2014 ?� T FIRE CODE: OREGON FIRE CODE 2014 ACCESSIBILITY: CHAPTER 11 2014/ICC A117.1 2009 SEISMIC CATEGORY: D _ 1111111r saooD 1---k-/-0DNIi JOBS DISTANCE TO PUBLICn , I _ S.?1010 BUILDING DESCRIPTION: _ RESTROOM FACILITIES: <500' (ESTIMATED) 1 1 I I _ �_ USE GROUP: M-MERCANTILE fX LcJLI _ ' ■. 1 IIM CONSTRUCTION TYPE: IIB - FULLY SPRINKLERED 2 LI a1 NORT- Y XauuadUr �\ FIRE RATINGS: m I .J TENANT SEPARATION WALLS: 1 HR. I— 0 SALES/NON-SALES WALL: 0 HR. LLIw AI `" CEILING: 0 HR. (TYPE'X', CLASS 'A' MATERIALS) W U GENERAL INFORMATION 1 ACCESSIBILITY P MALL KEY PLAN K AREA CALCULATIONS F COLUMNS: OHR. I EXIT HALLWAY: N/A (f) Tualatin Hills COunc.I Crest Park LANDLORD +/.��' a © (] '„ .ryNe1 Nature Park West Slope OWNER rZ 0 M Atha Q M1 © �^4. THE MACERICH COMPANY LOVESAC OCCUPANT LOAD: ELEVATION REFERENCE CODED NOTE i a a a.,4Mma SALES AREA: 870/30 = 29 LIJ j_ 2 Beaverton © o 0 6a�TNWFBI 11411 N. TATUM BLVD. 2 LANDMARK SQUARE NONSALES AREA 208/300 = 1 > m I .. e s " ® y PORTLAND 'r-,„' _ PHOENIX, AZ 85028 SUITE 300 O „ I NaeVghHills a TOTAL: 30 SECTION REFERENCE x CEILING HEIGHT/FINISH SYMBOL �0 .; '� �„„, �g CHARLIE SIROKMAN STAMFORD, CT 06901 it , XX.X px , u�,e.° °` �Galsdel Perk P \.J Ce 1 2 I TEL: 602-953-6377 EGRESS: 0 at' EXITS REQUIRED: 1 Hazeldak ' fin°-''� `: y,+.,,wm.r'' � MULFNOMAH DIRECTOR OF DESIGN ' X o '.".. `"°`”"""' ". ,�, CONSULTANTS SECTION DETAIL REFERENCE — Xx.X FINISH SYMBOL Q RadTailGell Ce^rerQ Ha Garden INC. USTIN KRUSE EXITS PROVIDED: 1 ,GtED ARCr '�-°w SHREMSHOCK ARCHITECTS, C .tea O _ TEL: 916-947-9158 PLUMBING FIXTURES: MALE FEMALE UNISEX P Cooper i .,.°..,.,,.� �'r`'�J,_! 3 ' 4� NmrePark •„ ”. s."••:I•° wasn,ngton Sr�uareq "� 7400 W. CAMPUS RD. STE 150. ENLARGED AREA REFERENCE ® ROOM NAME (xxxxl ¢.--De ° NEW ALBANY, OH 43054 LAVATORIES: - 1 5 .. "x Metzger rr,vws, ARCHITECTURAL DESIGNERItnS.sI�1IMSHo o °"� - KATHY McDONALD LAURA SPERRY WATER CLOSETS: - - 1 ,t .�� �„ re. • TEL: 614-545-4550 x139 URINALS: - - - 'Sec, ' d / TEL: 209-629-4458 �. City Park, i e `"* `-� '4- ,•.,,, En9lewi REVISION SYMBOL WALL TYPE # ""4d �,�et1. o a`° ° .. �w��, " �°� �CS� #4 � Tlgord $ ` sg SHREMSHOCK ENGINEERING, INC. DRINKING FOUNTAINS: NOT REQUIRED OF O •�'�: / 7400 W. CAMPUS RD. STE 150. -11--s.\\ < on s ) '� NEW ALBANY, OH 43054 PUBLIC ACCESS: NOT REQUIRED 02/22/2018 DOOR IDENTIFIER m .4. DAN JESSBERGER ROLL rUOONTAINv„°,„,.x° a ” SERVICE SINK: NOT REQUIRED ®2018 THE ARCHITECT/ENGINEER ASSUMES NO �„., TEL: 614-545-4550 x330 RESPONSIBILITY OR LIABILITY FOR THE USE OF ,,e'° LATE SAUTE THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED �, °,.r°' uv,el° AND SEALED FOR SUCH SPECIFIC LOCATION IN THE CI-05 X'-x"A.F.F INTERIOR/EXTERIOR SIGNAGE AND SPRINKLER PLAN TO BE SUBMITTED STATE,PROVINCE OR TERRITORY SHOWN ON THE ELEVATION ` NORTF REFERENCE king cryo N UNDER SEPARATE COVER SEAL,THIS BUILDING USE 1$ONLY APPLICABLE IN en ��q ` CO , ,, r...4.,a.,,. Cook Park Q©ndgePart vitlage ,,...� ey ` AREAS MEETING THE STATED DESIGN CRITERIA. o ENTIRE SALES/NON-SALES AREA OF THE STORE IS TO RECEIVE AN SAI # 180069 WASHINGTON SQUARE N COLUMN CENTER LINE FIRE SPRINKLER SYSTEM AS PER APPROVED FIRE DRAWING NUMBER: 09585 SWWASHINGTON WASHINGTON SQUARE ROAD PROTECTION PLANS TO BE SUBMITTED UNDER SEPARATE COVER ' n PORTLAND, OR 97223 w H- i SYMBOLS N LOCATION MAP J PROJECT CONTACTS E CODE INFORMATION A C 1 0 0 0 U) o 00 z 0 U) N U3 co N N x a 0 a SUN E 0 U Ut Y < < r 0 RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE CONT. U ii I 1 E E N FURNISHED BY INSTALLED BY NOTES FURNISHED BY INSTALLED BY NOTES conn 5- 3 ai -i 0 Z z z z z Z z 0 z 0W I- W I- �w P W X J U U) X J V T X J 0 f) X J 0 u W J C'J J W J U` J w J 0 J W J 0 J ti) GENERAL MECHANICAL ::Ei M PERMITS, FEES, INSURANCE HVAC UNITS • 0 PERMITS ! DUCTWORK/DISTRIBUTION • ! ! GC TO REWORK EXISTING DISTRIBUTION, PROVIDE NEW WHERE LU c REQ'D FEES • GRILLES/DIFFUSERS • ! ! LINEAR DIFFUSERS-LS VENDOR;ALL OTHER DIFFUSERS-GC CC c i 2 GC TO COORDINATE FINAL LOCATION WITH TENANT " z 4 O Lo CERTIFICATE OF INSURANCE • THERMOSTAT&CONTROL WRING • • GC TO COORDINATE THERMOSTAT LOCATION WITH TENANT M 2 ai .:1•L') N r Ti m TEMPORARY UTILITIES • • AS REQ'D AIR BALANCE&REPORT • • VI) 2 Ti ,;.: <C co DUMPSTERS&TRASH BINS • • AS REQ'D(COORDINATE WITH MALL MANAGEMENT) SMOKE DETECTORS AS REQ'D BY CODE 0E PROFESSIONAL CLEANING • • CLEANED PRIOR TO MERCHANDISING AND OPENING SMOKE EVAC SYSTEM AS REQ'D BY MALUCODE Li CERTIFICATE OF OCCUPANCY • ELECTRICAL0 0 C/) i7.1-. MAIN UTILITY SECTION&DISCONNECT/ • SITEWORK / DEMO CONDUIT&FEEDERS TO LEASED SPACE INTERIOR DEMO./SALVAGE • ELECTRICAL PANELS&DISTRIBUTION • BARRICADE AND GRAPHICS • • • • BARRICADE FURNISHED AND INSTALLED BY LL AT GC'S EXPENSE; CONDUIT&WIRING • • GRAPHICS FURNISHED AND INSTALLED BY LS CONCRETE L 0 RECEPTACLES/SWITCHES • • COORDINATE COLOR WITH SURROUNDING FINISH Ct CONCRETE SLAB • GC TO VERIFY ACCEPTABLE CONDITIONS FOR FLOOR INSTALL LIGHTING • • COORDINATE TRIM COLOR WITH SURROUNDING FINISH U < 0 FRAMING / DRYWALL I INTERIOR - L Cl) N TIME CLOCKS FOR SIGNAGE • • AS REQ'D, GC TO COORDINATE WITH SIGN VENDOR aCitCV DEMISING WALLS • TOPATCH/REPAIRREQUIRED TOZ EXIT/EMERGENCY LIGHTS • • Cr) 0 co 0) INTERIOR PARTITIONS • • I— O Et FIRE ALARM SYSTEM • • • GC TO VERIFY EXISTING SYSTEM CODE COMPLIANCE AND MODIFY 10 Z (9 iii O SOFFITS AND CEILINGS • • AS REQ'D z LOW VOLTAGE Wl 0 _ Lil a DRYWALL • • CONDUIT, PULLS,WIRE/CAT5E/CAT6 BY GC,TERMINATION BY H U)Q Z PHONE/DATA • ! • • VENDOR (9 < ci. ACCESS PANELS • • AS REQ'D SPEAKER WIRE/CAT5E/HDMI BY VENDOR-GC TO COORDINATE Z � �-- I AUDIO/VIDEO WIRING • • • • PRE-WIRE WITH LOVESAC VENDOR PRIOR TO CLOSE UP, PROVIDE PLYWOOD BACKING • • AS REQ'D FOR FIXTURES AND MONITORS CONDUIT/PULLS FOR LOW VOLTAGE AS REQ'D BY LOCAL CODE 0 • Et ...� L 0 DOORS/FRAMES 1 HARDWARE • • POS EQUIPMENT SETUP • • CO V} °- STOREFRONT PLUMBING < � ENTRY DOORS AND HARDWARE • • SANITARY WASTE TO PREMISES • GC TO FIELD VERIFY t,(') 0, BEST ACCESS SYS. CORE AND KEYS • • DOMESTIC SUPPLY TO PREMISES • GC TO FIELD VERIFY GLAZING 1 MULLION SF SYSTEM • • VENT PIPES TO PREMISES • GC TO FIELD VERIFY L STOREFRONT METALS • • • BASE&REVEALS SUPPLIED BY GC SUPPLY,VENT,WASTE PIPING • • L ANGLES& FLATSTOCK SUPPLIED BY LS VENDOR CD PLANK WALL/CEILING FINISH • • FIXTURES/EQUIPMENT • • L FLOORING TILE • • • GC TO COORDINATE PURCHASE OF MALL TILE WITH LL IF REQ. WATER HEATER • • I NEUTRAL PIERS • • TENANT FINISHES TO COVER TENANT'S HALF OF PIER AND FIRE PROTECTION TERMINATE AT 1"VERTICAL ALUMINUM REVEAL CHANNEL SIGNAGE SPRINKLER MAIN TO PREMISES • Y . >I" j: SPRINKLER BRANCH LINES/DROPS/ m SIGN • • HEADS • • • _ p BLADE SIGN N/A FIRE EXTINGUISHER • • AS REQ'D BY CODE 0 Lii CO _ ELECTRICAL/POWER • • GC TO PROVIDE POWER FOR ILLUMINATED CHANNEL LETTERS FIRE ALARM SYSTEM • • • AS REQ'D BY CODE U CoV INTERIOR FINISHES VISUAL ALARMS • • • AS REQ'D BY CODE Z 1. TENANT'S CONTRACTOR MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH ROGER OTT, a PLANK FLOOR • • SMOKE DETECTORS • • • AS REQ'D BY CODE 2 OPERATIONS MANAGER- ROGER.OTT@MQACERICH.COM OR 503-639-8865. ^l.. 2. THESE PLANS MUST BE ON-SITE AT ALL TIMES. THIN BRICK ! ! Cl)T C 3. TENANT'S CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED DURING T.I.WORK AND V m COMPLETE LANDLORD'S PUNCHLIST AS DIRECTED BY LANDLORD'S REPRESENTATIVE. z 4. TENANT'S CONTRACTOR MUST CONTRACT WITH MALL'S REQUIRED VENDORS-SEE CRITERIA FOR INFO. PAINT • • 5. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB,VERIFY LOCATION WITH ON-SITE LANDLORD CI Q CC REPRESENTATIVE.TENANT'S CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL RECESSED WALKOFF MAT N/A 0 UTILITY CONDUITS. 6. TENANT'S DAMAGE OCOCURREDTOR MUST PRTECTDU NG CONSTRUCTION MUST BE REPLA ALL TILE FLOOR ED AT TENANT CONTRACTOR'S EXPENSE. WOOD TRIM/BASE • • tEN BARRICADE AND STOREFRONT.ANY sG' 'p A C, 7. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. S} tO TENANT'S CONTRACTOR IS REQUIRED TO FRAME, BRACE AND/OR SUSPEND,AS NEEDED,TO/FROM THE TOP BOH FINISHES ! • • SALVAGE EXISTING WHERE POSSIBLE A n CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT < CC RGERA $NEMSNt� 9. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LANDLORD REVIEW AND APPROVAL. FIXTURES / FURNISHINGS 10. TENANT'S CONTRACTOR SHALL PROVIDE A MAIN SHUT OFF VALVE, USING A BALL-TYPE VALVE, LOCATED AT EYE LEVEL IN A WALL BEHIND A LABELED ACCESS DOOR. LOCATE IN OR NEAR EMPLOYEE RESTROOM AS SF 1 1-4 • • BUILT-IN SHELVING PROVIDED BY WOODTECH to , / DESIGNATED BY LANDLORD. v FF11 • • OFO FF 12-3 • • CASHWRAP, BLOCKS TABLE PROVIDED BY WOODTECH 02/22/2018 02018 THE ARCHITECT/ENGINEER ASSUMES NO SCREENS BY MOOD MEDIA-GC TO PROVIDE PLYWOOD BACKING, RESPONSIBILITY OR LIABILITY FOR THE USE OF WF 1-3 • • OJECT OTHER THAN POWER, LOW VOLTAGE CONDUIT SPECFCALLYAUTHORIZED THESE PLANS FOR ANY RBYTHEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE rn WE !4-10 • • PROVIDED BY VARIOUS 3RD PARTY VENDORS STATE,THIS PROVINCE OR TERRITORYE ION APPLISHOWCABLE B THEN SEAL. BUILDING USE IS ONLY APPLICABLE IN Cl. AREAS MEETING THE STATED DESIGN CRITERIA. C,) co N FURNITURE(SACS, SACTIONALS, ETC.) • ! GC TO CONFIRM FURNITURE TO BE SET PRIOR/POST FINAL SAI # 180069 N INSPECTION N DRAWING NUMBER: a w I-- a LANDLORD NOTES B RESPONSIBILITY SCHEDULE A C101 0 ALL DEMOLITION TO BE DONE IN ACCORDANCE WITH MALL RULES AND REGULATIONS. 1. G.C.TO PROTECT ALL EXT'G FIREPROOFING&REPAIR AS REQUIRED TO MAINTAIN EXT'G RATING. 2. G.C.SHALL PROTECT ALL EXT'G.CONSTRUCTION DESIGNATED TO REMAIN.ANY DAMAGE INCURRED AS A RESULT OF G.C.'S WALL LEGEND SCOPE OF WORK TO INCLUDE: FAILURE TO PROTECT THESE ITEMS SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION AT THE G.C.'S SOLE I p EXPENSE. EXISTING INTERIOR OR DEMISING 0 , oo N 1. FLOOR: REMOVE EXISTING FLOOR FIXTURES AND DEMOLISH EXISTING FLOOR FINISHES 3. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS INDICATED IN THE DRAWINGS. WALLS TO REMAIN. V.I.F. Cn CA (N AT NEW SALES FLOOR AREA AND LEVEL FLOOR AS REQUIRED.REMOVE FLOORING AT PRIOR TO COMMENCEMENT OF THE WORK,G.C.SHALL NOTIFY THE OWNER 1 ARCHITECT OF ANY DISCREPANCIES FOR _ - INTERPRETATION 1 DIRECTION. 5 W N BOH. PREP FOR NEW FLOORING AS INDICATED ON FINISH PLAN (SEE A101). TRENCH AS w I- CV NECESSARY FOR INSTALLATION OF RECESSED POWER/DATA/PHONE AT FLOOR AS 4. G.C.SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK ALL PROCEDURES(E.G. = = 1 EXISTING INTERIOR OR DEMISING fx <0 Q SHOWN ON POWER PLAN (SEE A103). SCHEDULING OF ACTIVITIES,SHUTDOWNS, ETC.)AND LOCATION OF DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. L WALLS TO BE DEMOLISHED. 5. G.C. IS REQUIRED TO CHECK IN WITH THE LL'S ON SITE PROPERTY MANAGER PRIOR TO THE START OF TENANT 2. WALLS: REMOVE EXISTING WALL FIXTURES AND EXISTING FINISHES AT NEW SALES CONSTRUCTION. NO WORK CAN COMMENCE UNTILA PRECONSTRUCTION MEETING IS HELD. FLOOR AREA AND PREP FOR INSTALLATION OF NEW CONSTRUCTION AND FINISHES AS 6. ANY DAMAGE TO LL'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION(MALL FLOORING,BULKHEAD,NEUTRAL INDICATED ON CONSTRUCTION PLAN (SEE A100). PREP BOH WALLS FOR NEW PAINT PIERS,ETC.)WILL BE REPAIRED PER MALL SPECIFICATIONS,AT G.C.'S EXPENSE. FINISH. 7. ANY EXT'G EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. 3. CEILING: DEMOLISH EXISTING CEILING, SOFFITS, AND CEILING FIXTURES AT NEW SALES 8. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF ORIGIN. ALL UNDER SLAB UTILITY FLOOR AREA AND PREP FOR NEW FINISHES AS INDICATED ON RCP (SEE A200). EXISTING LINES TO BE CUT,CAPPED AND SEALED PER CODE. a' BOH GRID TO BE SALVAGED (TILES TO BE REPLACED). P 9. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST BE REMOVED BY G.C.AT G.C.'S Q Q t 8 EXPENSE.ROOF MUST BE PROPERLY PATCHED BY MALL REQUIRED ROOFER.ROOF CURBS MUST BE REMOVED AND ROOF U o o E E 4. STOREFRONT: DEMOLISH EXISTING STOREFRONT AS SHOWN AND AS NECESSARY TO PATCHED-DO NOT CAP. COORDINATE ALL WORK WITH MALL OPERATIONS DIRECTOR. N N 2 2 (/) N ENSURE NO TENANT FINISHES ARE INSTALLED BEYOND LEASE LINE. PREP FOR 10, G.C.SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS.ANY DISCREPANCIES SHALL BE BROUGHT TO THE a INSTALLATION OF NEW STOREFRONT CONSTRUCTION AND FINISHES AS INDICATED ON OWNER'S ATTENTION BEFORE PROCEEDING WITH WORK. in an STOREFRONT DRAWINGS (SEE A300). 11. GENERAL CONTRACTOR SHALL VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD'S REQUIREMENTS AND EXISTING p 2 CONDITIONS.NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR iv E 5. SERVICES: DEMOLISH FLOOR DRAINS AS SHOWN. DEMOLISH EXISTING HVAC DUCTWORK FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED BY THE LANDLORD,EXISTING CONDITIONS OR OTHER P AND RELOCATE SPRINKLERS/FIRE ALARM AS NECESSARY TO CONFORM TO RCP (SEE AUTHORITIES. tAA200). REMOVE/RELOCATE/ADD ELECTRICAL OUTLETS TO CONFORM TO POWER PLANS 12. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. (SEE A103 AND A201). WHERE ANY SERVICE IS REMOVED, REMOVE TO POINT OF ORIGIN. 13. NO CONDUIT,SPRINKLER,DUCTWORK,WIRING,PLUMBING ETC.SHALL BE LEFT STRANDED IN THE SPACE.ALL OF THE EXISTING LAY-IN CEILING ADJACENT TENANT o ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR ELSE DEMOLISHED AND REMOVED. TILES TO BE REMOVED. (N.I.C.) Tr EXISTING GRID TO REMAIN, i 6. ANY SALVAGED OR REUSED ITEMS TO BE PATCHED AND REFURBISHED TO "LIKE NEW' 14. CONTACT MALL OPERATIONS MANAGER BEFORE REMOVING ANY CONDUIT,WIRES,OR CABLES, IF THE ORIGIN CANNOT BE WHERE APPLICABLE EXISTING ACT GRID TO REMAIN p CONDITION. DETERMINED FROM WITHIN THE TENANT DEMISED SPACE. LIMMI >7, 15. CONTACT MALL OPERATIONS REGARDING TRASH DUMPSTER RENTAL AND SITE LOCATIONS. EXISTING FLOORING AT BOH EXISTING ACT GRID TO BE REMOVED TO BE REMOVED, LEVELED c.5 I3C 16. AFTER ENTIRE DEMOLITION TENANT G.C.TO CONSULT WITH LOVESAC PROJECT MANAGER PRIOR TO COMMENCEMENT OF AND PREPPED AS REQUIRED 20'-0" - m Lo CONSTRUCTION. FOR INSTALLATION OF NEW ujm FLOORING FINISH - - - - Arr 17 - EXISTING MOP SINK, ENCLOSURE AND - L)WATER HEATER TO BE REMOVED ai vII ��-\ IC.) ) C7 _ di EXISTING FLOOR DRAINS ti) - EXISTING ELECTRICAL ill el II 0 TO BE REMOVED, TYP. U a o PANEL, TRANSFORMER ® `E° v AND PHONE BOARD TO • EXISTING AHU TO REMAIN co U to REMAIN. REFER TO 0 ELECTRICAL DRAWINGS Ii I EXISTING PLUMBING• ti IIIIFIXTURES TO BE REMOVED,TYP. IIII: \\ �I �I EXISTING DUCT HEATER 1 ���II��C�ll���i TO BE RELOCATED. REFER I _ TO MECHANICAL L_ - ' f r _-�� _ - DRAWINGS Ill ❑ REMOVE BOH DOOR T` t S il W AND PORTION OF BOH WALL AS SHOWN I Iti) < C� M I FOR NEW DOOR I f -IDI CV OPENING - SEE A100 I 11111114"- EXISTING CEILING, SOFFITS,AND CV 1:1 .i� CEILING FIXTURES AT SALES FLOOR < 0 z ti TO BE REMOVED AND AREA PREPPED V J O Cr) C�7 " = I_ " 11 - '_ 1' r - AS REQUIRED FOR INSTALLATION OF v n H O rz 114 1 0 114 - 1 0 - NEW CEILING FINISH I() z zo O DEMOLITION SCOPE _ R DEMOLITION PLAN NOTES _ L I ! la O z W a I I 1 = U 1. TENANT G.C.SHALL COORDINATE BARRICADE REQUIREMENTS,LOCATION AND INSTALLATION OF CONSTRUCTION BARRICADE ` EXISTING DUCTWORK TO > 0 Q a J WITH MALL OPERATIONS PRIOR TO COMMENCEMENT OF WORK. I REMAIN Z 5 1- 21 0 - § Et .G.C.TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE CAN OCCUR. 3. PAINT PER LANDLORD/OWNER REQUIREMENTS. EXISTING DEMISING WALL TO I REMAIN TO BE PREPPED FOR I I O 4. BARRICADE IS TO BE 100%COMPLETE AND READY FOR GRAPHICS TO BE INSTALLED NOT MORE THAN TWO DAYS AFTER NEW CONSTRUCTION, TYP. r/�V J (1) °.. I CONSTRUCTION START.G.C.TO CONTACT OWNERS REPRESENTATIVE UPON COMPLETION TO COORDINATE GRAPHICS INSTALLATION. I < Ln ADJACENT TENANT CXR 5. G.C. IS RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. o I o (N.I.C.) in Zn CY) 6. REMOVE BARRICADE WHEN 100%OF STOREFRONT IS COMPLETE ON THE EVENING BEFORE G.C.'S PUNCHLIST IS COMPLETED, ADJACENT TENANT L PRIOR TO OWNER VERIFICATION,AND AFTER LANDLORD APPROVAL IS RECEIVED.CARE IS TO BE TAKEN WHEN (N.I.C.) 7 DISASSEMBLING AND REMOVING BARRICADE. I I I I 7. BARRICADE CONSTRUCTION SHALL NOT BE USED FOR STORAGE OR SUPPORT OF ANY MATERIALS. DO NOT LEAN ANY ITEMS I I TRENCH FOR RECESSED AGAINST BARRICADE WALLS. I I POWER/DATA/PHONE AT IFLOOR TO BE CUT AND 8. G.C.SHALL VERIFY CODE REQUIRED MINIMUM EGRESS WIDTHS FOR THE MALL CONCOURSE ARE MAINTAINED AT THE f * rim PATCHED AS REQUIRED CONSTRUCTION BARRICADE.WHEN MEASURED TO THE NEAREST KIOSK,VENDING MACHINE,BENCH,DISPLAY OPENING,FOOD (SEE A103 FOR LOCATION) COURT,OR OTHER OBSTRUCTION,THERE SHALL BE A MINIMUM 10'-0"CLEAR TO THE FACE OF THE BARRICADE.THE - I BARRICADE SHALL NOT REDUCE THE OVERALL AGGREGATE WIDTH OF THE MALL CONCOURSE TO LESS THAN 20'-0". - - - J I I I I z - REMOVE _ -L - - - J I [r 2 J EXISTING WALL Z 2 AND FLOOR EXISTING DEMISING WALL Y FIXTURES, TY-. TO REMAIN TO BE m THROUGHOUT PREPPED FOR NEW •...1 SALES FLOOR CONSTRUCTION,TYP. Lu 0 ! U (IF APPLICABLE) ZLLi ' EXISTING FLOORING Z = • 0 BARRICADE NOTES 1/4�� = 1 �-0„ P NOT USED 114�� -_ 1I-0�� K AT SALES FLOOR TO BE REMOVED AND LEVELED AND F - 15'-10"t A.F.F.( REQUIRED FOR I PREPPED AS p B. O.MALL CEILING NOTE: BARRICADE SHOWN • INSTALLATION OF NEW O UNFOLDED FOR CLARITY I___1 FLOORING FINISH- m ' LLI REMOVE EXISTING WALL FINISHES I Q AT SALES FLOOR AREA AND PREP • COORDINATE GRAPHICS WITH MALL LEASE LINE FOR INSTALLATION OF NEW I LEASE LINE ❑ OPERATIONS PRIOR TO INSTALLING (TYP.) IL FINISHES I I • . I D GT • ) S.SHREMSHOC UNFOLD LINE / \ - UNFOLD LINE I I r-um�L. �� �- - - J • S / ■Ilill- - - ,� /1/.. / \ - - I gOFO01p / \ REMOVE EXISTING STOREFRONT �_ ~ fLU 1 \ CONSTRUCTION, GLAZING, 1S'-0" NORTH \ / ENTRY DOORS,AND SOFFITS AS 1'-0" > 1'-0" 02/22/2018 \ / SHOWN, TYP. immommui \ / ihi&.N 02018 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF \ / I / THESE PLANS FOR ANY PROJECT OTHER THAN \/ o'-0" G.C. SHALL VERIFY CODE REQUIRED MINIMUM EGRESS WIDTHS FOR THE MALL DOOR TO \ \/{f/ sPEGFICALLYAUTHORIZEa IFICLO ANOSGNEo AND SEALED FOR SUCH SPECIFIC LOCATION IN THE EL FINISH FLOOR CONCOURSE ARE MAINTAINED AT THE CONSTRUCTION BARRICADE. WHEN ALIGN WITH sTArE,PRovwCEORTERRITaRYSHOWNONTHIE CO SEAL THIS BUILDING USE IS ONLY APPLICABLE IN c, MEASURED TO THE NEAREST KIOSK, VENDING MACHINE, BENCH, FOOD COURT NEW COORDINATE GRAPHICS AREAS MEETING THE STATED DESIGN CRITERIA. e0 4'-0"± 20'-0" 2'-48"± OR OTHER OBSTRUCTION, THERE SHALL BE A MINIMUM 10'-0" CLEARANCE TO OPENING WITH MALL OPERATIONS SAI # 180069 N/ / / / THE FACE OF THE BARRICADE. THE BARRICADE SHALL NOT REDUCE THE MALL CONCOURSE MANAGER PRIOR TO N PR. 3' 0" x 6' 8" BARRICADE OVERALL AGGREGATE WIDTH OF THE MALL CONCOURSE TO LESS THAN 20'-0" ( I C) INSTALLING DRAWING NUMBER: N - Q DOORS &FRAME w 0 114" = 1'-0" 114" = 1'-0" 0 BARRICADE ELEVATION _ J DEMOLITION PLAN I _ A D1 00 INDICATES WALL TYPE REFER TO F/A800 FOR STUD SIZE MATRIX . , EXISTING TENANT SEPARATION OR CORRIDOR WALL TO REMAIN:G.C.TO PATCH AND REPAIR AS REQUIRED O TO MAINTAIN EXISTING FIRE RATING(1-HR)-G.C.TO REPLACE AREAS OF EXISTING GYP.BD.WITH NEW 5/8" TYPE'X'GYP.BD.IF EXPOSED IN FINISH PROJECT(SALES FLOOR ONLY)-G.C.TO FIRE SAFE ALL VOIDS, SCOPE OF WORK TO INCLUDE: DIMENSION NOTE: d c::;ALL WALL DIMENSIONS ARE TO THE FACE OF FINISH GYP. BD. Lu c° FIRE TAPE AND CAULK AS REQUIRED.NOTE:IF TENANT SEPARATION WALLS STOP SHORT OF DECK ABOVE Z n E, mommino G.C.TO INSTALL 2"X4"WELDED WIRE MESH FROM INSIDE TENANT SEPARATION WALL TO DECK ABOVE.G.C. OR THE FACE OF BLOCKING REQUIRED FOR FIXTURE 0 Ci) c\I TO ENSURE WELDED WIRE MESH IS SECURELY ATTACHED INSTALLATION. U.N.O. E-o- .S.12 cNi 1. STOREFRONT: REFER TO A300 FOR SCOPE OF WORK AT STOREFRONT. 5 L.Li c4 ‹> NEW SALES AREA PARTITION:G.C.TO INSTALL 3 5/8 ,1 5/8 FLANGE METAL STUDS AT 16"0.C.- UJ I— CN Ce < 0 C INSTALL 5/8"GYP.BD.TO GYP.BD.CEILING OR 6"ABOVE LAY-IN CEILING ON ONE OR BOTH SIDES 2. FLOOR: INSTALLATION OF NEW FLOORING AS NOTED ON FINISH PLAN (SEE TENANT SEPARATION WALLS ARE NOT STRUCTURAL: a A700 AS NECESSARY-PROVIDE F.R.T.BLOCKING AS REQUIRED A101). G.C.TO PROVIDE ALL ADDITIONAL IN-WALL BLOCKING OR 0 SUPPORT AS REQUIRED AND AS DETAILED IN THIS SET. — R ABOVE-INSTALL 5/8"TYPE'X'GYP.BD.TO GYP.BD.CEILING OR 6"ABOVE LAY-IN CEILING ON 3. WALLS: CONSTRUCTION OF NEW STOREFRONT WALLS (SEE A300). NOTE: A700 SALES SIDE AND TO DECK ABOVE ON NON SALES SIDE CONSTRUCTION OF NEW PORTION OF BOH WALL AND FURRING OUT OF SIDE WALLS AT SALES AREA AS SHOWN ON CONSTRUCTION PLAN. INSTALLATION OF G.C. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. REPORT ANY AM& WALL FINISHES AS NOTED ON FINISH PLAN (SEE A101) AND INTERIOR 0 DISCREPANCIES TO OWNER'S P.M. ! is coo -1125--- :. e- e - = L 5/8"WATER RESISTANT GYP.BD.ON TOILET ROOM SIDE ELEVATIONS. mamanaut New 0 FURRING PARTITION:35/8",1 5/8"FLANGE METAL STUDS AT 16"O.C.G.C.TO INSTALL 5/8"GYP.BD. *GC RESPONSIBLE FOR ENSURING SUFFICIENT BLOCKING IS INCLUDED AT REFER TO DOOR SCHEDULE, SHEET A600 1'3 15 E E F $2 .4 8 8 :e8:: i.f. r Ar AFA ON EXPOSED SIDE TO GYP.BD.CEILING.ANCHOR STUDS TO TENANT SEPARATION WALL AT ALL SHELVING AND WALL FIXTURE LOCATIONS AS SHOWN ON FIXTURE PLAN li ..) 8 Af700 MIDHEIGHT,TOP&BOTTOM(FOR LATERAL BRACING) (SEE A102)* U .z...• . . INDICATES WALL SECTION DETAIL 4. MILLWORK: INSTALLATION OF NEW BOH DOOR AND TOILET ROOM DOOR AS PER 0 xxx , 0 DOOR SCHEDULE (SEE A600) AND AS SHOWN ON CONSTRUCTION PLAN. CONSTRUCTION OF STAGE (FF/1) AT STOREFRONT. PROVIDE/INSTALL INTERIOR EXISTING PARTITION TO REMAIN. G.C.TO PATCH AND REPAIR AS REQUIRED. DOOR AND BASE TRIM AS SHOWN ON CONSTRUCTION PLAN, AND AT INTERIOR I g t 0 E ELEVATIONS. IN ADDITION TO DETAILS SPECIFIED ABOVE,C.C.TO REFER TO STRUCTURAL DRAWINGS&SEISMIC DETAILS ON SHEETS A700& A801 FOR ADDITIONAL INFORMATION REGARDING PARTITION AND CEILING CONSTRUCTION tr) 5. CEILING: REFER TO RCP (SEE A200) FOR SCOPE OF WORK AT CEILING. vt ADJACENT TENANT to PARTITION TYPE S 6. FLOOR SET: INSTALLATION/PLACEMENT OF INTERIOR FIXTURES AND FURNITURE (N.I.C.) 2 . co .4. = AS SHOWN ON FIXTURE PLAN (SEE A102). a 7. PROVIDE/INSTALL SERVICES AS FOLLOWS: LIU >7+ C CO A. ELECTRICAL: REFER TO POWER PLANS (SEE A103 AND A201) FOR ELECTRICAL SCOPE OF WORK. — — r - -• / 4/ /7/zL / , I B. HVAC: REFER TO RCP (SEE A200) FOR HVAC SCOPE OF WORK. /;,.../ i>k...0 E-2 Val) -d ,i• < = _ EXISTING BOH FINISHES Aco ti_ I NEW TOILET ROOM WITH C. SPRINKLERS/FIRE ALARM: REFER TO RCP (SEE A200) FOR SPRINKLERS/FIRE TO BE REPLACED AS 1 — 11 1 NEW PLUMBING FIXTURES, 0 o. ALARM SCOPE OF WORK. NOTED ON A101 To / / I Y. 0 E Lc) I / \ 1 1 8. THE OWNER'S REPRESENTATIVE IS AUTHORIZED TO INSPECT THE QUALITY AND B.O.H. ° ACCESSORIES,AND 101 Allik NW 5"- x.,— ) I 7'-1" FINISHES. SEE PLUMBING COc) (..) u, - --'/ —--12'--- — —y PLAN ACCEPTABILITY OF INSTALLATION, WORKMANSHIP, AND FINISHES. 119 SQ FT \ A _T, /Oh / .c ° Za Ail% 4. I NW / 0 C', 0 \...,Iou I (> 0 A502 i 102 1 1 zDN— -11 68 SQ FT I -• -/ /t. ___ tl_f____ _ NEW BOH DOOR WITH SELF / ALIGN-I 0 ' 0 / W Ci CLOSING DOOR HINGES I / 1 (X CI / `\____, ////// 1 / I Z<\ 4` / CNI [... 15'-8" .;--.2 49)ea a Z 1 z HOLD \\c:3 : 1VnIF1" 1"// u) 0 CO CT) / 0 / 7ci / / tri Z 0 .c... NOTES L ......., I , / PROVIDE BACKING FOR WALL / / 1 MOUNTED FIXTURES AS REQUIRED . 1 / (SEE FIXTURE SHOP DRAWINGS) BUILD-OUT SIDE WALL AS----.)--/ a / / w / NECESSARY TO ALIGN WITH FACE / / / OF COLUMN AS SHOWN / Z 5 (1) I-- / / / .....e....... / 0 / A/A400 / I I / / I / SALES AREA r (/) V_ I BUILD-OUT SIDE WALL AS a. 1 I / e. 100 1 / PROVIDE BACKING FOR WALL / 1---/ NECESSARY TO PROVIDE RECESS in ° 691 SQ FT '''''. WITH BACKING FOR FIXTURE WF/3 CO MOUNTED FIXTURES AS REQUIRED / z 1.0 (SEE FIXTURE SHOP DRAWINGS) / C/A400 0 / -"IIIIPIIP- / < / ADJACENT TENANT / b 9 ' L.-- in (N.I.C.) I co = I I // . 0 Ivy—3-3/4"DEEP RECESSED c.4 , AREA WITH BACKING AS y / ar REQUIRED FOR FIXTURE ADJACENT TENANT / (N.I.C.) • 4> DEEP WF/3(SEE FIXTURE SPECS) / \ z I 0 / , i / < fx 1 / < 1 / 2 / 7LOCATION OF NEW CL 2 / / RECESSED POVVER/DATA/ / / ( PHONE OUTLET AT FLOOR Z ,'•L' 03 / (SEE A103) /I —1"LOW-IRON GLASS / <>/ 2 / I— TOP-HUNG SLIDING I C.) w / r = / ENTRY DOORS(SHOWN g / 0 (...) / IN OPEN POSITION- / / LOCKED BEHIND / D / rDISPLAY AREA/IN WALL / / POCKET) a. I 1.-11" I I— 0 / I HOLD OUTLINE OF DOOR v-LEASE LINE Cl) m (A0) , NC TRACK OVERHEAD / / Z >. .' 03 \....,—•■■••MEM A ..,.0ii'm. IL .. i6,... 0 1 / 0 w I ...",4 1 ///// \ /)/ i C3 BUILD-OUT STOREFRONT SIDE 1 r r ////// - - -0- BUILD-OUT STOREFRONT SIDE • • WALL AND PROVIDE 7"DEEP I r ),, ; RWEACL EL SASNEDD PROVIDEARINI T7"DEEP loS,VID ARcr4. RECESSED AREA WITH BACKING AS 1 H BACKING AS REQUIRED FOR FIXTURE VVF/1 (SEE ' l'7" `c-D- Fp = / REQUIRED FOR FIXTURE WF/2 (SEE co co , FIXTURE SPECS) I 1 [ ] // z:,1) 8 / _ / FIXTURE SPECS) ....a....... i ''''' / .: * •Aii j-1 / / • "LOW-IRON GLAZING SYSTEM WITH 7' C/A301 /if--tt. • 6 ,SHRENISHOC I METAL GLAZING CHANNELS o _ ger„IA., 1'-1 1'4” 1 / / 16'-0"± 'It4OF 0-CV NORTH STOREFRONT 02/22/2018 STOREFRONT STOREFRONT SEE A300/A301 FOR ADDITIONAL STOREFRONT DISPLAY AREA ENTRY VESTIBULE AA OMB THE ARCHITECT I ENGINEER ASSUMES NO INFORMATION AND DIMENSIONS RESPONSIBILITY OR LIABILITY FOR THE USE OF 100B 100A Ilri THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED MALL CONCOURSE AND SEALED FOR SUCH SPECIFIC LOCATION IN THE mSTATE,PROVINCE OR TERRITORY SHOWN ON THE a_ 46 SQ FT (NI41 SQ FT G.) SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN CD AREAS MEETING THE STATED DESIGN CRITERIA. i,) ...0111111111h... CO A/A300 SAI # 180069 c., c., ,-, DRAWING NUMBER: . cq a UJ I I- I- 1/4" = 1'-0" 0 CONSTRUCTION PLAN A Al 00 _, . ._ • 1. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT PRIOR WRITTEN CONSENT FROM OWNER. 2. G.C.TO TEMPERATURE FOR A MINIMUM OF ONVIDE MOISTURE VAPOR E WEENK TTES ESTTAT 66 LOCATIONS ON SLABESULTS ON THE ACCLIMATED THE SLAB USING CALCIUM CHLORIDE EXACT NOTES FINISH TAG LEGEND a TESTING LOCATIONS SHOULD BE NOTED ON THIS SHEET WITH THE CORRESPONDING RESULTS AND SENT TO OWNER'S PROJECT Uj w CO MANAGER FOR REVIEW. PENDING THE RESULTS THE G.C.MAY HAVE TO SEAL CONCRETE AS DIRECTED. Z D 0 1. REFER TO CONSTRUCTION PLAN (SEE A100) FOR (P 1 ) SNOWBOUND 7004 an BRIXTON BONE BX01 O N NON-SALES 3. ALL FIXTURES IN SALES AREA ARE PROVIDED BY OWNER AND INSTALLED BY G.C.,EXCEPT FF/1 WHICH IS PROVIDED AND INSTALLED CONSTRUCTION SCOPE OF WORK. v) to N 1 P-2 BY G.C.-COORDINATE FINAL FLOOR FIXTURE LAYOUT WITH P.M. ( P 2 / PEPPERCORN 7674 cm DESERT BEIGH 51809 5 w N COORDINATE W/OWNER P-1 W I- N 4. REFER TO SHEET A600 FOR FINISH SCHEDULE. 2. SEE A600 FOR FINISH SCHEDULE. (P 5 ) TRICORN BLACK 6258 ©� WHITE OAK O CUSTOM STAIN Ce < 5. G.C.TO ENSURE THAT NO GROUT RESIDUE IS LEFT ON TILE. 3. REFER TO STOREFRONT DRAWINGS (SEE A300s) FOR Gum BRUSHED SS ©Q AUTHENTIC HICKORY STOREFRONT FINISHES. �� SPLASHY 6942 SEPIA POWDERCOATED METAL (SP 1 ) PAINTED THIN BRICK TYP.AT EACH JAMB — BLACK 4. REFER TO INTERIOR ELEVATIONS (SEE A400s) FOR (M 4 POWDERCOATED / METAL WALL AND MILLWORK FINISHES. 5. REFER TO RCP (SEE A200) FOR CEILING FINISHES. III E U v P-2 I ar" SALES .8 U 0 0 m w 0 E E � s N to ill V o SALES I NON-SALES DOOR N.T.S. S FINISH PLAN GENERAL NOTES ADJACENT TENANT (N.I.C.) il Om W 5, CCI CC U Q_ Zc4) I 12 s in 2 ai d 1 1 ; , , i , / i i I , 4 V) Q I 1 ! / 1 I n I 6"H TILE BASE WITH FRP O E ,n PAINTED GWB,TYP. � / WAINSCOT AND PAINTED C as Tt AT ALL(4)WALLS 13:0.H. _._ ' _ I i TOILET_ -4 , I GYP ABOVE,TYP.AT ALL(4) E (P 1 ) 1 01_ _ _ f / 1 02 .- , WALLS ' IiiIBGED 04) co 119SQ FT 68 SQ FT . o -, 9/A50 T NEW TILE FLOOR NEW VCT FLOOR _ �': A o� _.._. , `' 1 AT TOILET ROOM AT BOH 1 Q , , + 1 I �Q asTi I / 1 /- - - __ - �_-- / LIJ a / CC / T 1 / _ IU < 0 I - �_ == -- — --- - / I D {!) cc\l " i' r - - - - / N Co _ PAINT BOH DOOR,-TRIM;AND - - - -----/ z I` / POSED.GWB SURROUNDING-- -T _ / O CO C3) �UQOR;SSEEJNTZELEV _-,-______ _ _I y_ / ft / _ - _--�-_ - ___ _ Z ( V O / ' , / I al 0 ---± W Ci /- __ PREFINISHED-FIXTURES AT ----------- , --_-__ / F Z /--___±_ - --WALL,TSEEINTERIOR_--Y - • _. / j� ---- _ . ELEVATIONS-,-_-__ :__ -_ - - = 0 Q %' T PREFINISHED:FIXTURE'S AT:SIDE-7_-_ _ SP 1 / H H P -:1- -- / 0 ....- • :VALEISEEINTERIORELEVATIONS_--___ _ T I / -- �NOTE �PAINTEDITHIN BRICK'TO BE_=___._- -_---_____ % I �1- 0 --_ INSTALLED AT BACK SURFACE Or--------- - -- --- / (/) 6 Q_ I / -- CABINET AT FIXTURES SF/3 AND i-- _____-/ I / _-- -SF/4 -- - __ -_-- - =-- / ADJACENT TENANT (N.I.C.) -__- in . __ CO _ __- CA LOCATION � -_ - / / / —___ _-__ _T -- OF NEW RECESSED - ------ -------1-7-1::::: _r' I / ----- POWER/DATA/PHONE OUTLET AT= - -_- :{ I I —.-_-_ ; FLOOR A103)_ -- _� 1 . ADJACENT TENANT (N.I.C.) / __----- _ - __-- '- - -A/A400-= - _ -- _ _ a _ SALES:AREA, - -100 I /_ _ — Q � Q - I , J ( z - U 691 SQFT== --___ _ 2 / -- ------1-— _C/A400_ 7-- --- / 1 - - - �. — T -- - / 1 w / __ -} IGHT_WOOD PLANK - :--_ / ¢ U _ _t FLOORING _ - -_ _-_ / ._I / ----- EL:0' 0"-AFF-- _- ( D- / — — T SHED FLOOR — ' - - / 1 I I / _ __ 1 _ --F------------- -_ -_/ I c J / - --- - - _ __ _ -_: CO • / - _ ..� ct _j I ////// iii� - _ —, I �I F � 9 b W 2 - P --2 _ -__ -=---i-r--:.--- - [. ----- ............ < < ,,,..,,, .1 VV/2- --- , -- -- - L ir / gerL STOREFRONT _(SP 1 SP 1 STOREFRONT rC OF (� 1J DISPLAY AREA ____ EL.: 0'-0"A.F.F. ( I ENTRY VESTIBULE NORTH 1008 A/A300 FINISHED FLOOR 100A 02/22/2018 46 SQ FT 41 SQ FT �\ RESPONSIB02018 THE ILITY OR LIABICHITECT/ LITY FOR THE USE OF INEER ASSUMES O SEE A30p/A3p 1 FOR ADDITIONAL STOREFRONT FINISH INFORMATION VI TTHESE PLANS FOR ANY PROJECT OTHERHAN SPECIFICALLY AUTHORIZED BY THEM NED M AND SEALED FOR SUCH SPECIFIC LOCATION IN THE D. STATE,PROVINCE OR TERRITORY SHOWN ON THE O MALL CONCOURSE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN st: (N.I.C.,.) AREAS MEETING THE STATED DESIGN CRITERIA. en -CO SAI # 180069 N N DRAWING NUMBER: N Q - n FINISH PLAN 11��� _ "° A Al 01 -� FIXTURE SCHEDULE NOTES FIXTURE# NAME Z D 1. GC RESPONSIBLE FOR ENSURING SUFFICIENT BLOCKING IS O co N INCLUDED AT ALL SHELVING AND WALL/CEILING FIXTURE w FF 1 FREESTANDING STAGE 8'-10"W x 4'-4"D x 7"H LOCATIONS (SEE MILLWORK SHOP DRAWINGS). 5 I-- ccv (SEE DETAIL 3/A501) w © o FF 2 CASHWRAP 2. SEE INTERIOR ELEVATIONS FOR FIXTURE MOUNTING HEIGHTS. 3. ALL FIXTURES AND FURNITURE TO BE FURNISHED NEW BY FF 3 MOBILE BLOCKS TABLE LOVESAC/LOVESAC'S VENDORS WITH THE EXCEPTION OF FF/1 (FF/1 TO BE CONSTRUCTED BY GC). SF 1 BACK WALL FABRIC HANGING SHELVING BAY 4. ALL FURNITURE SCHEDULE ITEMS ARE CORE LOVESAC PRODUCT AND LOCATIONS SHOWN ARE IMPERMANENT AND SF 2 BACK WALL BOH VESTIBULE SHELVING BAY MOBILE DUE TO NATURE OF PRODUCT. FINAL LOCATIONS TO ADHERE TO ADA GUIDELINES. a SF 3 UL � SIDE WALL SACS SHELVING BAY 5. GC TO CLARIFY WITH INSPECTOR PRIOR TO FINAL INSPECTION EU IF FLOOR TO BE SET WITH FURNITURE SCHEDULE ITEMS (CORE SF 4 SIDE WALL SACTIONALS SHELVING BAY LOVESAC PRODUCT) PRIOR TO INSPECTION. 0 E vi -i WE 1 STOREFRONT MONITOR SCREEN A I o 4 WF 2 STOREFRONT MONITOR SCREEN B t ADJACENT TENANT o (N.I.C.) 2 (,)..i. WF 3 INTERIOR MONITOR SCREEN DISPLAY o WCCO WF 4 LED LIGHT BOX TENANTS ARTWORK CI a WF 5 BUILT TO LAST WALL — — — — / �, i wircifii .c (75 ro" WF 6 DESIGNED FOR LIFE WALL �I'I WF 7 ACRYLIC SACS DISPLAY BOX I / / T Q y / ° OEv I / V5ULo B.O.H. / TOILET I E WF 8 ACRYLIC SACTIONALS DISPLAY BOX 101 A402 / 102 119 SQ FT 68 SQ FT0 `," ' WE 9 LED LIGHT BOX SACTIONALS POSITIONS ARTWORK 15'-8" IlkI WF 10 FRAMED GRAPHIC POSTER GYP. HOLD / T \ i//i } _ _ I WF 11 BLOCKS CABINET (NOT USED) / .._ 0 ,A4 Ce CC ,,,_r„_.. / I f; SF 1 / I U '< Ci SF 1 / I T C/) N[sIL SF 2 / (,X Z � � Dir,„, i 7 pea)FURNITURE SCHEDULE , va SAC 2 T It0 FIXTURE# NAME ( /'� SAC 4 ; I 4/ 4 WF 7 / La 1.1.1 t, DIS I FLOATING SACTIONALS STOREFRONT DISPLAY I " " SAC , I T T /; 116 6S 6/7 III > (.9 < a, 68 SQ F SAC 1 SUPER SAC , / 4, 65 ® mE �/SAC 2 PILLOW SAC- PEA POD CONFIGURATION I II O I / IIII ( (J) 0_ SAC 3 PILLOW SAC- SLEEPER CONFIGURATION (NOT USED) j v' Q to f A/A400 �� LO CD SAC 4 CITY SAC '� SALES AREA WE 4 ° Q 100 Q WF 3 ily �, } I 1 a lr I SAC 5 MOVIE SAC (NOT USED) o I 69C/A 00 T I ACCESSIBLE CASHWRAP SEE z DETAIL JIA102 6S X/X SACTIONALS WITH "X" BASES BY"X" ADJACENT TENANT J SIDES (N.I.C.) ADJACENT TENANT 6S UT SACTIONALS U-TABLE I 9 T. 0r 1 (N.I.C.) > 6S 4/4 WF 4 I n WF 8 SF 4 —, co ILu /. WF 6 I Z co U I , 0© I < W 1 J = ^^ U ;, l. 6S ® T /; 6S UT / I - / I a.0 I /' STOREFRONT / I D 5'-2" 2'-2" 2'-2," ` 1/,////. j DISPLAY AREA / F- ca 1 I I 1 1 /// 1008 / X / / I ct /)/2 46 SQ FT i 5'-2" ,, 2'-11" 2'-2" ---Ao "g: 1'-32" I l I l ,'`- 2." 1._12" j o o s2 r ¢ 4 v- ''IN J /id C/A301 a WF 2 4 GERALD S.SHREMSHOCK L�V 't✓-"�J/�=�` o •o of 4\ . ,,,,� dit f.P i) z‘-) 0) ..,,4- N 5 N N N 0 ll�"* DIS 1 STOREFRONT NORTH WF 10 A/A300 ENTRY VESTIBULE /�\ 02/22/2018 L ;r,. M� WF 1 100A \� ©2018 THE ARCHITECT I ENGINEER ASSUMES NO 4 ,` \ FF 1 L IBILITY OR LIABILITY FOR THE USE OF THESE RESPOPLANS FOR ANY PROJECT OTHER THAN N-- _ - N-- _ _ — 41 SQ FT SPECIFICALLY AUTHORIZED BY THEM AND SIGNED M T M MALL CONCOURSE AND SEALED FOR SUCH SPECIFIC LOCATION IN THE O. \ \ \ \ \ \ ���/// STATE,PROVINCE OR TERRITORY SHOWN ON THE O (N.I.C.) SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. et ii PLAN VIEW FRONT ELEVATION SIDE ELEVATION SIDE ELEVATION SAI # 180069 N c.1 DRAWING NUMBER: N - a F- CASHWRAP DETAILS J FIXTURE PLAN i41, _ 1 0uA A 1 0 2 0 ELECTRICAL SYMBOL LEGEND Z II, c0 _0 CO N 1 cr1 cn N ' TYP. DUPLEX RECEPTACLE, 18 AFF (TO CL) W ¢ o 0 OX" H ALT. HEIGHT DUPLEX RECEPTACLE, X"AFF (TO CL) —4 X" H PULL TO BOH LOCATION, X" AFF (TO CL) —1 PHONE AND DATA JACK, 18" AFF (TO CL) U.O.N. 0 v U U Q ¢ o ` to SWITCH BANK, 45"AFF (TO CL) Y8 8Y N N ') N - � Vi N Co) E 22 � U C1 N ill tiv) ADJACENT TENANT a (N.I.C.) 2 m NOTES OM OM SCOPE OF WORK TO INCLUDE: Ili Q 1. FLOOR: INSTALL RECESSED POWER, (4) DATA OUTLETS, ; CC c () 2 z -1- _ _ _ _ _ _ - AND (1) TELEPHONE OUTLET AT FLOOR AS SHOWN ON o `,/ // / POWER PLAN. c1) / O 2. WALLS: RELOCATE/INSTALL NEW POWER AS INDICATED ON V) g / POWER PLAN AND SHOWN AT J/A103. GC TO COORDINATE En — j/X," , O / 0 Q EXISTING ELECTRICAL / o I POWER AND EMPTY CONDUIT/PULL LOCATIONS AT WF11, PANEL, TRANSFORMER i I WF/2, AND WF/3 WITH INTERIOR ELEVATIONS AND DIGITAL AND PHONE BOARD TO B.O.H. / TOILET HARDWARE VENDOR. GC TO COORDINATE POWER 0 E § L REMAIN. REFER TO 101 i r 102 LOCATIONS AT WF/4 AND WF/9 WITH INTERIOR ELEVATIONS. o r ELECTRICAL DRAWINGS - c4 119 SQ FT 68 SQ FT 3. CEILING: REFER TO REFLECTED CEILING POWER PLAN (SEE A201) FOR SCOPE OF WORK AT CEILING. I / O V/// ,, \ • v LJ ❑ / LI- i %yti/iii/ \ (I I � / I Cr) NICyZ 0 // l) O C / in H2o (9 / / Z O I1 1L:J 0 = U ❑ i \ - W ~ � QZ Q C7 " 11 NEW DUPLEX TO BE—% N / Z WI— INSTALLED AT FACE OF / / Z BRICK FINISH (BRICK / ....alliik"- / -± § 0 FINISH TO BE 1 r A/A400 r I rn INSTALLED AT BACK / SALES AREA r / 1JJ cl SURFACE OF 1 / zs I Ts / 1 MILLWORK) / N . r i 00 ¢ 7 ADJACENT TENANT s.i, in r0 691 SQ FT / (N.I.C.) CO ADJACENT TENANT / C 60"HO ( - O) (N.I.C.) /\ • . 6'' ,N. 1 / a LLI33" 1 v I / 42/ 0 / N / A k o_ ` Ll! 60"H D- / NEW DUPLEX TO BE—/ \ 60"HO �L..\\ \ INSTALLED AT FACE OF !I % NERECESSED DUPLEX, ? J BRICK FINISH (BRICK 1/ I (4) DATA OUTLETS,AND r FINISH TO BE I / CC (1) PHONE OUTLET AT / I r INSTALLED AT BACK / 2 SURFACE OF . FLOOR d 4-1" J Y MILLWORK) / IV CO CO Ir 60"HO � I \ n/ 0 II W 1 / / I D Z LU / U w a- I r f 1CL - NOTE I % % I — 0 NEW THERMOSTAT ALL ELECTRICAL DEVICE W AT 48"AFF, U.O.N. COVER PLATES TO BE WHITE I i EQ EQ v i I "VERIFY LOCATION OR BLACK TO CORRESPOND \ O / / CO WITH OWNER WITH ADJACENT FINISH <I'////./ s / N-- EllCOLOR, U.O.N. / JCo / 5 0 0 NI / / < a CY 9"H BLACK DUPLEX //./././/,7L/ \ 7/// \ TO BE INSTALLED 1 = ' i///l I cod_ � �� HORIZONTALLY .� NEW SWITCHES I H / 1 D�'RC,�� AT 45"AFF, U.O.N. / 93.5"H al � z "- r `LOCATE IN BOH O C/A301 cc� C IF POSSIBLE, I I r�93.5"H ¢ 93.5"H[>—/ .117 n VERIFY LOCATION LTJ / a, 93.5"HC_' / GERALD S.S}iREMSHOC• WITH OWNER ,.�/ J _._ _______, 4/-/. STOREFRONT STOREFRONT Or114'02/°27:1(S:OF O � C" NEW OUTLETS AT M J 18"AFF, U.O.N. DISPLAY AREA ENTRY VESTIBULE NORTH (DIMENSIONS TOIIIc. 100B A/A300 100A 02/22/2018 CENTERLINE) 1 ©2018 THE ARCHITECT/ENGINEER ASSUMES 46 SQ FT Al SQ FT �` RESPONSIBILITY OR LIABILITY FOR THE USE OF O �/, THESE PLANS FORH ANY D BY OTHER SIGNED L AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE o ON THE 4? SEAL.THIS BUILDING USES ONLY APPLICABLEPOVINCE OR TERRITORY IN •Ftr AREAS MEETING THE STATED DESIGN CRITERIA. ci `° SAI # 180069 c.; MALL CONCOURSE N (N.I.C.) DRAWING NUMBER: o \ \ \ w 0 1" = 1'-0" 114" _ 11-OSI NEW TYP. ELEC. DEVICE HEIGHTS J ARCHITECTURAL POWER PLAN A A 1 03 1 (l) 000 Z D .- Q u) N Cl) N N Ce < 0 0 VARIES / //// /r ////// / //// / //' //// ///// / // / / // _/ / // / / B.O. EXISTING JOIST I ( I MECHANICALLY FASTEN TO STRUCTURE PER MFR RECOMMENDATION \ _ N U U .' Q t J: .� ...- _ LI m I H g =A N C 8 GA.WIRE @ 48"O.C.AND WITHIN 6"OF END - - -. \ v OF CARRYING CHANNEL ~` \ __-------- ---1-±-1-i i--I---F ti) 1 1 , 1 ,, 1 +1+ + + ADJACENT TENANT o j4REFER TO RCP - - - co B.O. GYP. BD,TROUGH ��� T (N.I.C.) _ 1. 5/8"GYP. BD. OVER 3-5/8" - - 0 1-1/2"CARRYING CHANNEL @ 48"O.C.AND MSX. -- METAL STUDS @ 16"O.C. �_ > WITHIN 3"OF WALLS(SPACE 24"O.C. FOR FIRE RATED CONSTRUCTION)-FASTEN oQ CHANNEL TO"L"ANGLE WITH MIN. 18GA CLIP I 3" -' ANGLE AND(1)#10 SCREW EA. LEGi.' 1 r r NEW LINEAR RETURN CC g z 41 MIN. J DIFFUSERS PER MECH ._ _ _ - - o v di REFER TO RCP rimi\ I DRAWINGS I U r ;� aiv B.O. GYP. BD. CEILING / / EL.: 12'-0"A.F.F. U c B.O. EXISTING ACT GRID EL.: 8'-0"A.F.F. ZeiiiS {1) Q . 1 c/ 7/8"METAL DRYWALL CHANNEL AT 16"O.C. @ HP TYP.I El B.O. HARD LID . 9 o RIGHT ANGLE TO CARRYING CHANNEL.ATTACH F3 Eir ' (P 1 ) O E TOGETHER W/METAL FURRING CLIP OR TIE WIRE- 5/8"GYP. BD. IN Al TOILET I 0 In B.O.H. NEW PROVIDE 1 CLEAR BETWEEN CHANNEL END AND METAL BLOCKING WHERE - - EXISTING GR DTAT 101 EOLI ABUTTING WALLS AND PARTITIONS REQUIRED + + BOH AREA,TYP. !' 119 SQ FT 102 o di REFER TO RCP MTL. 'L'ANGLE FASTEN TO STUD W/ + +I OD II',Q' 68 SQ FT {/} B.O. GYP. BD. SOFFIT CLIP. FASTEN CARRY CHANNEL TO Ll F3. MTL. 'L'ANGLE W/#10-1 1/2"SHEET I I NEW LINEAR SUPPLY MTL. SCREWS I DRAWINGS(SHOWNDFUSERS PER H I I►"_�,—,� Nom Iii11111111111111=I DASHED) oACCESS PANEL. REFER TO E/A700 LU d zLf1/ is --, U < 0 co I F2 CNI .F2 F2 F2 I D CV CV ,® l oCit c z I~ ` F2 F3* Q) F 2 CD Ct 1/4" = 1'-0" 000 000 zIto SOFFIT DETAIL L ' F4 F4 EL.: 10'-0"AJF.F. HOLD I NEW LINEAR DIFFUSERS TO BE = W Q - B.O. GYP. SOFFIT I / L— /A200� -� INSTALLED AT VERTICAL RETURNS F- z P 1 ) \ F2 F3* PER HVAC CALCULATIONS,TYP.AT CD Q SALES FLOOR CD < a J z �• � � EL.: 12'-0"A.F.F. 0 000 - 000 0 ..... adk F4 A/A400 F4I I 0 B.O. PERIMETER HARD LIDI TROUGH F2 SALES AREA I (p 2 ) I Co U) a. C:"; i:";U 1 OO F3 ADJACENT TENANT 1< 691 SQ FT < (N.I.C.) 1.17 C/A400 EL.: 11-0"A.F.F. 0 0 0 0 0 0 vti B.O. SALES FLR HARD LID I . F4 F4 {P 1 } PAINTED SCREEN I <�F2 ALCOVE Z ( P 1 ) ADJACENT TENANT %V ALCOVE (N.I.C.) NOTES < F2 000 00o CL F4 F4 I SCOPE OF WORK TO INCLUDE: I I 1 1'-11" 2'-6" Z� 2 1. NO ATTACHING OR HANGING FROM DECK ABOVE. MUST HOLD F32,-6" ..... SUPPORT FROM STRUCTURAL STEEL. TYPICAL *2 -/ / jr THROUGHOUT ALL TRADES. 000 000 W m F4 F4 0 LU 2. CONSTRUCT NEW HARDLID SOFFITS AND CEILINGS AS I U I SHOWN ON RCP. U / F3. 0 U 3. INSTALL CEILING FINISHES AS NOTED ON RCP AND FINISH \ F2 LU SCHEDULE (SEE A600). F- 0 0 0 "000 000 0 CL 4. PROVIDE/INSTALL CEILING ACCESS PANELS AS REQUIRED. I F4 F4 I W COORDINATE PANEL LOCATIONS WITH OWNER. I `OF2 F30o im I 5. PROVIDE/INSTALL SERVICES AS FOLLOWS: , EL.•• 1o'-0"A_F.F. coZ EL.: 11'-6"A.F.F. *F3 F3 ' B.O. STOREFRONT SOFFIT W > B.O. STOREFRONT COVE ' A. ELECTRICAL: REFER TO REFLECTED CEILING POWER (p 1 �' �© Ct c4 PLAN (SEE A201) FOR ELECTRICAL WORK, INCLUDING > .a.�.w� . -- � - - � L I � �� • LIGHT FIXTURES. PAINTED SCREENpase711"" iamiti -1 ��� PAINTED SCREEN ALCOVE ____ r •■mwm ALCOVE cfS�' R�•�f� B. HVAC: GC TO REUSE EXISTING UNIT. NEW DUCTWORK p 5 ■ �i�m�" P 5 TO BE DESIGNED AND INSTALLED AS PER L.L. CRITERIA ( } 000 0 0 0 ¢ �� C pa AND CODE TO SATISFY HEATING AND COOLING .� $-8 ,= s Zalliiii".14" 1.o a Fa r z S:id.^1iii� � REQUIREMENTS FOR SPACE. !ml, �l�l"�r� "�iII. — • GERALAS.SHAEMSH • U 4 / C. SPRINKLERS: INSTALL/RELOCATE NEW SPRINKLERGi - i � SYSTEM PER CODE AND LL CRITERIA. SPRINKLERS STOREFRONT STOREFRONT OF oø NECESSARY IN SALES AREA TO BE RECESSED WITH DISPLAY AREA _....01..... ENTRY VESTIBULE NORTH CONCEALED SPRINKLER CAPS COLORED BLACK OR 100B A/A300 100A 02/22/2018 WHITE FACTORY FINISH TO COORDINATE WITH 46 SQ FT 41 SQ FT r\N R2ESPOHEIARCYORTAENGIN ER SS USEOF ADJACENT PAINT FINISH. THESE PLANS FOR ANY PROJECT OTHER THAN MALL CONCOURSE NEW STOREFRONT SIGN, SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE D. LIFE SAFETY: REFER TO REFLECTED CEILING POWER SEE SIGNAGE SHOPS (N.I.C.) ���/// THE SEAL.THIS BUILDING USE IS YAPPLICABLE N NI- PLAN (SEE A201) FOR NOTES ABOUT EMERGENCY AREASMEETINGTHESTATEDDESIGNCRIT RIA. M LIGHTS, ALARMS, EXIT SIGNAGE, ETC. SAI # 180069 N N DRAWING NUMBER: 0 W 1- o__i REFLECTED CEILING PLAN 1/4" i 1'-a" A A200 NOTES Z LU SCOPE OF WORK TO INCLUDE: � N CJ) N 1. NO ATTACHING OR HANGING FROM N DECK ABOVE. MUST SUPPORT ce < 0 FROM STRUCTURAL STEEL. TYPICAL THROUGHOUT ALL TRADES. 2. LIGHT FIXTURES: INSTALL ALL RECESSED LED LIGHT FIXTURES IN MAIN SALES AREA AS SHOWN ON RCP. INSTALL ALL LIGHT FIXTURESE E AT BOH AND TOILET ROOM AS g E $ SHOWN ON RCP. a Q i i U 11 YU0 E E L L 3. ELECTRICAL OUTLETS: INSTALL DUPLEX RECEPTACLES AT CEILING 0 2 2 H o 1 AS SHOWN ON RCP. DEVICE COVER co I F PLATES AT CEILING TO BE WHITE 0 r OR BLACK TO MATCH ADJACENT I r FINISH, U.O.N. 4. SPEAKERS/AUDIO SYSTEM: GC TO (I ,, COORDINATE WITH AUDIO ADJACENT TENANT a VENDOR/LOVESAC. (N.I.C.) 2 co.4. 0 5. WIFI: PROVIDE (2) CAT6 CABLES W c FROM BOH TO NEAR CENTER OF NEW LED GRID LIGHT TO— BE INSTALLED AT BOH CEILING AT SITE OF AEROHIVE c CCc� co DEVICE. LOCATION TO BE z U) COORDINATED WITH OWNER'S , — — * — —\ REPRESENTATIVE. • I 1 T 6. SHOPPERTRAK: PROVIDE POWER II w Q o AND CAT6 CABLE AT SITE OF B.O.H. ® co = INSTALLATION. LOCATION TO BE I 101 'The I v o E COORDINATED WITH OWNER'S I 119 SQ FT EQ. / EQ. /1 REPRESENTATIVE. q I TOILET E.) `� 102 yto 7. LIFE SAFETY: EMERGENCY LIGHTS, Lr4168 SQ FT ALARMS, EXIT SIGNAGE, ETC. TO BE " — '73 INSTALLED AS PER CODE AND LL I NEW RECESSED CRITERIA. FIXTURES F/4 TO BE ,` Exz w DOWNLIGHT(TYP.) WIRED FOR EMERGENCY LIGHTING AS REQUIRED AT SALES FLOOR 1 h • (INVERTER TO BE LOCATED AT in 0 BOH). EXIT FIXTURES IN SALES rt f AREA TO BE CEILING-MOUNTED 10" EQ EQ `-,EQ 10" NEW ADJUSTABLE LED WITH RECESSED BASES. I ^ ^ X / I RECESSED DOWNLIGHTS, < 0 co (p —(p : \ TYP. u) N [17 F2 F2 o F2�, F2 I C 1 e- l /�/ z ` V ,4 icit F2 w EQ 5'-0" EQ r 11 O 0 ry - 7,4_.. / • A 11)O eoo 'c) Z E,) O 1 d' 10" F4 I F4 I I "F�+ � •_ 10" I la O = WO LIGHT FIXTURE SCHEDULE AND LEGEND F2 � h r�� �� T F3 i ) <, CI TYPE DESCRIPTION COLOR MFG T 5 WE-4 0 IIIIIIMMI . Ct <� NOT USED _-`�4 I F4 NEW LED RECESSED I 0 F1 I I DOWNLIGHTS,TYP. �n 1 F2 SALES AREA 1 v) CO HORNET HP RECESSED ADJUSTABLE LED AMERLUX `" 100 F3 NEW LED ADJUSTABLE OO -0 F2 HDL-HP-R-A14-18-LED-120-0-10V(HOUSING) TRIM: BLACK 691 SQ FT RECESSED MULTIPLE SPOT LO HDL-HP-RA-A14-MBW-FL-3000-97 (TRIM) u> FIXTURES, TYP. HORNET HP RECESSED FIXED LED I --\--10-6 O1 Ie o O 1AMERLUX I F4 F4 • F3 HDL-HP-R-A14-18-LED-120-0-10V(HOUSING) TRIM: BLACK J-B AT HDL-HP-RD-A14-MBW FL-3000-97(TRIM) I <G z I RECESSED MULTIPLE PAR 30 SYSTEM o ii)c-eO CAT CABLES (2) 00o NMRI-13N1075 HOUSING); NMRT-13652WW(TRIM) HOUSING: WHITE NORA ADJACENT TENANT FRO BOH ADJACENT TENANT F4 LED12E26P30S3OKNFL(LAMPS) TRIM:WHITE LIGHTING (N.I.C.) N (N.I.C.) F2 .-•-._\ 8 SIJ 2X4 GRID LED FLAT PANEL FLP24-D53W35 WHITE ABOVE ALL F4 Fa I �'1 LIGHTING I I I I I 0 #EDG-W-1-R-EL. RED LETTERING, EDGE-LIT EXIT ® EX1 SIGN WITH 90 MINUTE Ni-CAD BATTERY BACKUP. LITHONIA F3 Z UL924 LISTED t2 ,_• I I _ I —, QUANTIM SERIES#LHQM-LED-R-HO WHITE \ IO O 01 C 1E t? W m •� EX2 THERMOPLASTIC EXIT SIGN. EMERGENCY LIGHT LITHONIAI b F4 F4 I 0 COMBO WITH RED LETTERING AND 90 MINUTE a ° Z U Ni-CAD BATTERY BACKUP I z I 10W / F3 U 1F2 — I I 1 T ti, CO v --\--10 0 GI CIO I F4 F4 I 0 0 a 111 W 2 I l• +•LU p \ F2 F3 O I T 7- O m Z 10 F3 ECF F34) 'EQ. F3 l0'` W 0 EXI1,11ZK LL 0- cr n ( E Li I NEWDUPLEXOUTLETAT 5 ,D ACEILING COVE,TYP. FOR(2) ." EQ. 4'-0" EQ. 6' azo��� =«� a �r �,/�' I0oo1 ,� IoeoI ,...3 .1 F4 r r r F4 ■ La GERALD S.SMEMSH _— mmimmemommemis 'id,. /1 . 0r. -;\J \ '4 ■ F4 y � _ a STOREFRONT STOREFRONT 4"On '#)($ DISPLAY AREA _ ___ ENTRY VESTIBULE NORTH 100B A/A300 100A // � 02/22/2018 POWER FOR STOREFRONT 46 SQ FT 41 SQ FT L— RESPONSIBILITY Y OR LIABCHITECT/ ILITY FOR THEASSUMESINEER NO USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SIGN CONCEALED IN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECLOCATION IN THE MALLCONCOURSE SOFFIT; COORDINATE STATE,PROVIN EORTERftTiORYSHOWN4NTHE 0 (N•I•C•) SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN 1: LOCATION WITH SIGNAGE AREAS MEETING THE STATED DESIGN CRITERIA. el SHOPS 4 SAI # 180069 N N DRAWING NUMBER: a w I- I 8 - LIGHTING FIXTURE SCHEDULE & LEGEND j REFLECTED CEILING POWER PLAN ��4„ _ �F"°" A A201 0 NOTES NOTES o REFER TO STRUCTURAL DRAWINGS FOR STOREFRONT Z = o SCOPE OF WORK TO INCLUDE: O v) (NI FRAMING, NOTES AND DETAILS. N N 1. CONSTRUCTION: INSTALLATION OF NEW STOREFRONT GLAZING, ENTRY DOORS, w ¢ o AND FRAMING AS INDICATED. NO ATTACHING OR HANGING FROM DECK ABOVE. p MUST SUPPORT FROM STRUCTURAL STEEL. TYPICAL THROUGHOUT ALL TRADES. 2. FINISHES: CLADDING OF STOREFRONT AS INDICATED AND INSTALLATION OF STOREFRONT FINISHES AS NOTED (SEE A600 FOR FINISH SCHEDULE). NO TENANT FINISHES TO PROJECT BEYOND LEASE LINE. z' LOW-IRON GLASS TOP-HUNG SLIDING DOORS (SHOWN IN OPEN POSITION-(2) PANELS LOCKED OUTLINE OF DOOR 3. SIGNAGE: INSTALLATION OF HALO LIT CHANNEL LETTER SIGNAGE. BEHIND STAGE/PARKED IN WALL POCKET) TRACK ABOVE 4. STOREFRONT FIXTURES: r / / /j r t g I / / I YY A. CONSTRUCTION/INSTALLATION OF DISPLAY STAGE (FF/1). / a B. INSTALLATION OF SIDE WALL DIGITAL VIDEO SCREENS (WF/1 AND WF/2). • � VISIBLE WALL POCKET INTERIOR / U _§ .8c�` E E TO BE PAINTED BLACK //AFAIMIWAIWAVAIIIVAIAIMII MI an ati. A50p / L /. E m Q / - I►r/iiiiiii Areir 0 . c - gi - mati - 'c - -`�- - - p // �' R \ PAINTED SCREEN –,--- , 6'-6" �% ALCOVE V) • / P 5 0 WF 15' 2" / - _ E, 2 1 I � VIF u- ¢ `�I_ ! WF 2,„ li '-01 � . WF 10 ..,,+fir„_ M iia > cfl �q c`' re.� PAINTED SCREEN ! M \ D1S 1 C/A301 Q › ALCOVE440 / FF 1 1 liaLl (Ts (P 5 ',/,,,// CC E c) Ln I .4. - J a C•J 1 4/ ti\---- u)// N TM Y Lt7 -\• T � �` \ rk 2-- \ OPPJSIM. � U a ei-- 10" N 9'-6"t 10" 7" o / /.�2„ /- WI OPP. O E2 1'-0" 1'-0" VIF 16'-0"± 2 1'-0" 1'-0"± 4' / / VIF / / VIE 0/ E T 2"LOW-IRON GLAZING SYSTEM WITH METAL - `� (76 GLAZING CHANNELS ~ '" ©d ..`� A/A300 • mow/ CI U D< 0 Cr) U) N . iCIC 0 Z N co O M 4) 1/2" = 1-0" in ? C9Q STOREFRONT PLANC z V la Q w I- ��Z C.9 >cCIJ HALO ILLUMINATED STOREFRONT SIGN(SEE EXISTING MALL ..... • o SIGNAGE SHOPS FOR DETAILS) FINISHES TO REMAIN J(1/ � 1"HORIZONTAL ALUMINUM V J CHANNEL REVEAL 00 iik EL.: 15'-10"±A.F.F. BETWEEN MALL BULKHEAD +� LU B.O. MALL BULKHEAD [ F I 1 1 1 1 1 1 1 1 1 [ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 THIN BRICK I I 1 1 1 1 1 1 1 1 <1111111111 1 1 1 1 1 C 1 1 1 1 1 1 1 (SP 1 " 1 1 1 1111111111 1 I 1 11 11111 11111111 1111111111 1111111111 Ii1 [ 1111111111111111111 [ 11 [ 11111111 alb EL.: 13'-10"A.F.F. ( 11111111111 1 11111111111 1_ 1 1 1 L I 1 1 1 T.O. STOREFRONT POP-OUT I I I ir ( 1 1"VERTICAL ALUMINUM ��CHANNEL REVEAL WOOD PLANK 1 1 ¢ 1 BETWEEN ADJACENT CD I 1 1 EQ 6'-2a" !. �' EQ [ TENANT FINISHES I06 — I [ 1"VERTICAL ALUMINUM I I t I C A e I Z CHANNEL REVEAL- - III ■L�`, v,�- I - z 1 BETWEEN ADJACENT o TENANT FINISHES II = <Z I ......I 1 , °' WOOD PLANK al jib EL.: 10'-0"A.F.F. I I - - „..; CI© I ci B.O. STOREFRONT SOFFIT - N I// /7 / J I/ 7 I„-. Y _Ad THIN BRICK Z am z 2”METAL SURROUND WITH 1 (SP 1 ) O U TEAL POWDERCOATED FINISH _ I I 1 1.1.E O M ) I I [ LL — 111 //i I / 1 w < 0 5lA500 I 5/A500 �/l 1 I MOPP./SIM. W >9/A500 , I 10/' 0A' 1 ) 9/A500 {� to'�r� �I.- / �„0°' Z -.MOPP. '`� w Z — / I ,.J/ � 1 � I ,/ I //0 � / — C� W o � is z LOW IRON 2"LOW IRON GLAZING SYSTEM (BXTINKDA / //// /....--1'.----"- --"-----' GLASS TOP-HUNG WITH METAL GLAZING CHANNELS I I /wan , , SHOWN N ORS 4.3 Cyf. �� / 1 1 1 ,,� / 1 CLOSED �'� 1 1 % I POSITION) I /1/<// atl .scI iso METAL Ai I STOREFRONT BASE ( I t A , /j/ / [ �f► O' ,► ©D I f =MAO / ! `7 I METAL STOREFRONT BASE j,,,,, � �„��. /,f' a 02/22/2018 Ilii►/whir tri./ �' _ .. % , 02018 THE ARCHITECT I ENGINEER ASSUMES NO EL.: 0'-0"A.F.F. ZO RESPONSIBILITY OR LIABILITY FOR THE USE OF i THESE PLANS FOR ANY PROJECT OTHER THAN FINISH FLOOR SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE M 1 STATE,PROVINCE OR TERRITORY SHOWN ON THE a. c5:73 k SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN Q.4. AREAS MEETING THE STATED DESIGN CRITERIA. SAI # 180069 ,1 N DRAWING NUMBER: _ o F^ a STOREFRONT ELEVATION 112" _ 1'-0" A A300 NOTES z Li co = ( o REFER TO STRUCTURAL DRAWINGS FOR STOREFRONT N FRAMING, NOTES AND DETAILS. 5 Wlil N CC Q o 0 PAINTED ° 0 0 GWB COVE 2'LOW-IRON GLASS -e; . (p 1 ) TOP-HUNG SLIDING DOORS a s L 8 (SHOWN IN OPEN POSITION t 8 f, E - (2) PANELS LOCKED \r/ y s E ,o BEHIND STAGE/IN WALL m 8 Aso, POCKET) 0 co co .F. 3 CI:( 430•P\r7). (n 1 PAINTED GWB ,/1 el E (P 2) T PAINTED SCREEN rPAINTED SCREEN t RECESS z-- RECESS M P 5 {P 5} WF 1 F 2 I WLoI3C .8 cD ir)olc Z "' �r , M U r- 0 r OPEN TO '•LES FLOOR_ / 0 s T _ on 2 -6 ,-: -6cfl O 0E 10 Ln )111111 _c(1) 010 a e/ E • ' Tr N e* A501 A501 OPPil 10 0 _c d . ®T T' PAINTED WOOD BASE L — AJ f ¢ ,T{ P 2) : — TTT —/ SII- � ---1 11 -"L\ A501 (.1 2'LOW IRON GLAZING Ate, W 0 OPP.¢ SYSTEM WITH METAL n/' CK N GLAZING CHANNELS LL CID Q 0 CO 0 D (i) CV 4: Z 4 CI N fn OCoCA in ‘nf# F"'"C4 W 1/2" = 1`-0" 1/2" = 1'-0" 1/2" = 1'-0" Z z *O NOT USED R. NOT USED L STOREFRONT ELEVATION C - - Q zW mo 1-- o) z > O *:S . 0 11110 • cKf Z ? NOTES FIXTURE SCHEDULE Z n o 0 cn N 1. GC RESPONSIBLE FOR ENSURING SUFFICIENT BLOCKING IS c N INCLUDED AT ALL SHELVING AND WALL FIXTURE FIXTURE# NAME " LOCATIONS AS SHOWN ON FIXTURE PLAN (SEE A102) AND cc p O 7"H AS SHOWN AT INTERIOR ELEVATIONS. FF I FREESTANDING STAGE (S8'-EE x DETAIL 4'-4'D/ x 01) (SEE 3/A501) 2. SEE A600 FOR FINISH SCHEDULE. FF 2 CASHWRAP 3. REFER TO BLOCKING DETAIL D/A700. FF 3 MOBILE BLOCKS TABLE SF 1 BACK WALL FABRIC HANGING SHELVING BAY V tai0 0pp y U U OUTLINE OF PAINTED UF 8 13 LOWER CENTER CEILING SF 2 BACK WALL BOH VESTIBULE SHELVING BAY EL.: 12-0"A.F.F. (TYP.AT BOTTOM AND B.O. PERIMETER HARDLID ' i SIDES) (p 1 ) ca ca o N h EL.: 11'-0"A.F.F. _ SF 3 SIDE WALL SACS SHELVING BAY 0 _t C V B.O. SALES FLOOR HARDLID J vi ji EL.: 10'-0"A.F.F. — I _ SF 4 SIDE WALL SACTIONALS SHELVING BAY I Ic B.O. SOFFIT /� PAINTED GWB / {P 1 } WF 1 STOREFRONT MONITOR SCREEN A (1) G.C.TO ENSURE ADEQUATE BLOCKING ' 0 PAINTED GWB IS PROVIDED FOR WALL FIXTURE Cl) {P 1 } E ATTACHMENT. COORDINATE W/ WF 2 STOREFRONT MONITOR SCREEN B o MILLWORK SHOP DRAWINGS f' I HATCH INDICATES IN-WALL BLOCKING WE 3 INTERIOR MONITOR SCREEN DISPLAY E // . 5:-I c PER DETAIL D/A700. COORDINATE ' ¢ D I LOCATIONS W/SHOP DRAWINGS, TYP. Cot to (OP TO -— \- — — WF 4 LED LIGHT BOX TENANTS ARTWORKo STOR FONT) " U ai et .,</z WF 6 WF/ / 5 BUILT TO LAST WALL tI ) �C — i ' co �' WF 6 DESIGNED FOR LIFE WALL a p c.l `r' N PAINTED WD. BASE PAINTED WD. BASE ¢ / ¢ {P 1 } U `�'� {P 1 } cv ` c"v WF 7 ACRYLIC SACS DISPLAY BOX 29 c ,- /// `` o TE1 .0 ° ZS di EL.: 0'-0"A.F.F. , l \ \ WF 8 ACRYLIC SACTIONALS DISPLAY BOX FINISHED FLOOR WF 9 LED LIGHT BOX SACTIONALS POSITIONS ARTWORK WF 10 FRAMED GRAPHIC POSTER LU 0 Ct WF 11 BLOCKS CABINET(NOT USED) U < C5 cY, w N . < Cy< oz N OMC37 MAIN SALES AREA INTERIOR ELEVATION 3/8" = 1'-0" 41) E C�*O z _ � a = Wr 1-- Q z C9 Q 0 _ Z 5 a- J cn E-- ix _ 0 jcL Cif)< LC) Lo 0) OUTLINE OF PAINTED LOWER CENTER CEILING (TYP,AT BOTTOM AND SIDES) G.C.TO ENSURE ADEQUATE BLOCKING {P 1 } IS PROVIDED FOR WALL FIXTURE ATTACHMENT. COORDINATE W/ h EL.: 12'-0"A.F.F. MILLWORK SHOP DRAWINGS Y B.O. PERIMETER HARDLID I ' IvEL.: 11'-0"A.F.F. _ — J / PAINTED GWB I B.O. SALES FLOOR HARDLID / {P 1 } 0 cr n "vEL.: 10'-0"A.F.F. B.O. SOFFIT I — — I- -I r- —I — E 1"H PAINTED WOOD CAP / 0 I I I I I I I TRIM AT BRICK LU W = — L_ - - - - - - - -I — - -- - - --- - - - - ---I I v1 1 1 1 LI I I I {P 1 } .-.1 W SF 3 WF 7 / �E��� W 0 / Et / I— E III1 I II 1 1 I 1 PAINTED WHITE I // 7.-- --i�- -�, ���=-1!�-------� 1 1 f 1 1 I # I BRICK FINISH 0 Q 1 1 1 11`.1 1 1 1 GOOD "" ilI 10)1 ( 1I rt PAINTED GWB AT BOH / � 1 1 1 1 1 1 �•� m ENTRY ALCOVE ( t,:./ III 1 11 111 1 1 Z (P 2 } EEi■1•a Q =��= Z_ W \ 1111711,11r PAINTED BOH DOOR AND TRIM o cNi all 1"H PAINTED WOOD 0 WITH SELF CLOSING DOOR HINGESP \\ N I *' I 1 1 I I LEPDGER AT BRICK �� D Oct} 1_ —II - - - - - - J -- — ,51 �+�C .CC'' dik EL.: 0'-0"A.F.F. 1 ti a FINISHED FLOOR / PAINTED WOOD BASE / GEMS.SF3f�EM5H {P 2 } 02/22/2018 02018 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBIUTY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 2 STATE,PROVINCE OR TERRITORY SHOWN ON THE a. SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA. CO co SAI # 180069 N N DRAWING NUMBER: N N a W A400 a. MAIN SALES AREA INTERIOR ELEVATION 3/8" = 1'-o" 0 - A 0 ej co tu , ... D c) OZ CO 04 El3 C.J2 (N i > LU C•I Lij < C) a TOILET ACCESSORIES SCHEDULE KEY DESCRIPTION MANUFACTURER & MODEL REMARKS ti ' E E FRANKLIN BRASS FUTURA DOUBLE is) '.C= " (TA 1 ) SURFACE MOUNTED TOILET PAPER DISPENSER -x • POST CHROME(OR SIMILAR) .- .k 0 8 FRANKLIN BRASS FUTURA (TA 2 ) SURFACE MOUNTED SOAP DISH CHROME(OR SIMILAR) GLACIER BAY 30"X 60" BEVELED (TA 3 ) 30"x 36"SURFACE MOUNTED MIRROR INSTALL MAX.40"A.F.F. EDGE (OR SIMILAR) 0 c oz;I 1 1 I INTERDESIGN FORMA WINGO IN '12 .C'• (TA 4 ) SURFACE MOUNTED ROLL PAPER TOWEL DISPENSER e 15 STAINLESS STEEL(OR SIMILAR) 8 E (TA 5) 36"&42"GRAB BARS; 18"VERTICAL ONLY IF REQUIRED BY LOCAL CODE BOBRICK 6806(OR EQUAL) MUST BE ADA COMPLIANT tir) -I. (TA 6) SAFETY COVERS FOR PIPES UNDER LAVATORY TRUEBRO LAV GUARD 2(OR EQUAL) Lo (TA 7 ) WATER CLOSET COORDINATE WITH PLUMBING ci9 DRAWINGS IF REQ. 0 COORDINATE WITH PLUMBING c>" (TA 8 ) LAVATORY U..3 DRAWINGS IF REQ. d . CCc L()— a) Lo z 4r) 1 Lcr3 4 2 6 k4) 0 E 2 _c 04) c) C)§ Li. o 't BOH ELEVATION FOR FINISH NOTES REFERENCE ONLY-SEE PLANS FOR EXACT CONFIGURATION 1. BOH AND TOILET ROOM ELEVATIONS SHOWN ARE FOR Ni FINISH REFERENCE ONLY; SEE PLANS FOR EXACT t\i CONFIGURATION. W 0 2. SEE A600 FOR FINISH SCHEDULE. U < CS co u) c\I (NI Igt oz co o co 0) ---- --- 0 H ...,. 4to \-PAINTEDin z .r...• GVVB —‘\ la 0 (p i ) i 0 z-• _ Z >co 1--- \ \ (TA 4) 0 ,..... • W i > / \ ...-.......-....------- (TA 3) I (15 El- 1 ' AK. , C‘ ....I 21"MIN. TA 2 iii2D '44% to co (.) 6212 u, cn `gt 111111110111111E N 1111111MIE 17"MIN. r .s• 1 TYP. BOH INTERIOR ELEVATION e .Thf\fr -J > I- ) j ,\ \ ,-, 0- < lli ,... Ikv---- 0 A402 SCALE: 3/8"=1'-0" \ I \ CO0"CLEAR n 2 LI CL / g g r=4.) -- o c< - a. zo Nt. CD d 7 c., cth ks-A Z\ \ \ 0 cT (TA 8) F-- 2 (TA 6) ‹......._ ••••"' 03 a W w ......i 6 LIJ \ 1 W = (_) ' to 39"-41" TOILET ROOM ELEVATION FOR FINISH / ft 0 Lua REFERENCE ONLY-SEE PLANS FOR 0 EXACT CONFIGURATION }- Z a M D (TA 5 ) Cs) N---- 7-s,...e.„............„./..„..r (TA 5 ) Ct 0 ° 2 2 54"MIN. ...I CX IV / / ZO W CO :4.-1C yj. /6" : 42" MIN. 12"MAX \-PAINTED TYPE—\ F— z , 'I / „,,...____ ..„ )1(2"MAX/ 24"MIN. i, "X"GVVB g 6ce 1 CID Z d -i 0 @ Q cl 'k )-- --- 1 Q 4'-0"H FRP ill WAINSCOT . a • 6 ty, 7"-9" \ / stE Lo ,.. / .----. Ilh.._ 0 cp) b 4? .. , 1 *Ice 60"CLEAR Z cr) ..,„) --sii •••••1 / 2 ( cY) I 2 ....6. ,g==„Q - GERALD S.SHREMSHOCK 6 ...-, . 11111111111111111111111 • 37.. AllaW (TA 1 ) \ .\-- \ )% I 16"-18" tm1111111111111wf ...- / -L'-' • lif e / 6"H TILE COVE BASE IL #1 IUD 111111111111111111111111111•111111111111 — OF OW (TA 7 ) 02/22/2018 ©2018 THE ARCHITECT I ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF 3 ADA TO AND LAV CLEARANCES 2 TYP. TO ROOM INTERIOR ELEVATION THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE 0. SEAL THIS BUILDING USE IS ONLY APPLICABLE IN A402 SCALE: la'=v-a" A402 SCALE: 3/8"=1'-0" AREAS MEETING THE STATED DESIGN CRITERIA. :t CO SAI # 180069 c4 Q DRAWING NUMBER: 04 a w I- -4 A402 a. 0 , ALL PLYWOOD SHEATHING TO BE CA ej 111 03 FIRE RETARDANT TREATED(F.R.T.) Z M E, 0 (0 (NJ (7) CI) c NA 5 w I– (NI Et < 0 a 1 1 1 i U .., .§ _. . . . 0 E E 6 (1? (,) CI) .5. ui ...i -a >. Id ti) (.1() .4. I 0 . UI 5., Cl CC c g 2 = ti 142 .4. -C tii 7, in o0.. o E 2 - co 0 0 Ln E § 3 1 NOT USED 2 NOT USED 3 NOT USED 4 NOT USED = 0 o- ff) A500 SCALE: 6"=1'-0" A500 SCALE: 6"=11-0" A500 SCALE: 6"=I-O" A500 SCALE: 6"=1'-.0" / (E) NEUTRAL al CI Ct / / PIER // PAINTED GWB U < Of cr) .,. , / ,- / (P 1 ) \ D co c\I - i I . '; •-104 C\I 0 Z \ (f) 0 Cr) (3) -/ BLACKS" 1" .---- - - SCHLUTER-INDEC i--- C) Ex \--- THIN BRICK ,,--- METAL STUDS STYLE EDGE TRIM in Z 4t 0 (SP 1 ) ../- • AT 16"0.C., (M 4 ) Z - lI) taco TYP. ,i \-- a- . 5. 1 8 8 1 0 ALUMINUM 1"VERTICAL / / / > REVEAL BETWEEN — • 0 ,< Q_ < ADJACENT TENANTS FINISHES Z > Cl) 1-- • -- • - - 0 ,...... • fx .....> \ WOOD PLANK PLYWOOD M o PLYWOOD BACKING i -/ \ y-- BACKING - \ < in ---- - co CB ,--- , 7 N i \ LO - WOOD PLANK--,-' '''. METAL STUDS N _ N CIE) i s,, " AT 16"O.C., TYP. / 5 PLAN AT NEUTRAL CHANNEL REVEAL 6 NOT USED 7 PLAN AT WOOD PLANK/GWB TRANSITION 8 NOT USED CO __I A500 SCALE: 6"=I-0" A500 SCALE: 6"=-I-0" A500 SCALE: 6"=1-0" A500 SCALE: 6"=1'-0" < I cc I— LLI 0 i • 03 , \ 7 \ 0 ‘i b*" i t 8 8/ It r 1 t I" (Li / / ' / / / / / ' / 0 \ ,......." METAL STUDS • • Z w -/ AT 16"0.C., --/ --- METAL STUDS -' 0 = C...) ---- TYP. --- \ -METAL GLAZING - ,--- AT 16"O.C., ,--- ,--- • METAL STUDS • CHANNEL BELOW / • TYP. 1:4Z ./-- AT 16"O.C., ,---- \ - - \ i,,) CID - LI. TYP. ,....._„/„........„ --__ 0_ PLYWOOD , i PLYWOOD • N PLYWOOD--.\•_1_,_ LU a WOOD PLANK --- — • BACKING 1, 1 BACKING • .-71:6'.''............... WOOD PLANK WOOD PLANK , • BACKING Et cm (--- , ri_ I ry --- GB {w 2) co / .N.\. / N Z / ,/, // // 7 1 _, c N-'''"- if)i // /Z .// K 0 z _ / / / / / 4. zi., 7 AP ./ ? / F.". MITERED JOINT -- WOOD PLANK / ---/ 2 A / --:, /1 / % WOOD PLANK 2" ;:"-\--- LEASE LINE ...... TSTORE SIDE MALL SIDE STORE SIDE MALL SIDE - .._ .-= LEASE LINEc-- 1 / // 2" / , / x / ,-------------A°0 WOOD PLANK -1 \ . C./) 0.ED AReb., ct Gm (w 2 ) TEAL POWDERCOATED ANGLE TEAL POWDERCOATED ANGLE (1A/ 2) ti..5 tO (M 3 ) an GERALD S.SHREMSHOCK ir- iN 14' OF CA 02/22/2018 02018 THE ARCHITECT I ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED M AND SEALED FOR SUCH SPECIFIC LOCATION IN THE a. 9 PLAN AT CORNER OF POP-OUT 10 PLAN AT LEFT SIDE TEAL ANGLE 11 PLAN AT RIGHT SIDE TEAL ANGLE 12 NOT USED STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL THIS BUILDING USE IS ONLY APPLICABLE IN Zt. AREAS MEETING THE STATED DESIGN CRITERIA Cl, co E, A500 SCALE: 6"=11-0" A500 SCALE: 6"=1-0" A500 SCALE: 6"=1'.-0" A500 SCALE: 6"=1'-0" SAI # 180069 CN CICN DRAWING NUMBER: _ b LU I- I- 2, A500 a. 0 ALL PLYWOOD SHEATHING TO BE Uj W op FIRE RETARDANT TREATED(F.R.T.) Z n o g u) N c N tV O o t'. E E TEAL 4" WOOD FLOORING Y Y SCHLUTER-INDEC ©© c § STYLE EDGE TRIM TO U1 E E CAP WOOD FLOORING N N 8'-10" AT TOP HORIZONTAL \-----,,-__T-\ -\ f I-\ \\\ E 6 .1 11 fEDGE AND VERTICAL f / ..,„,\ / ( n ° 5 SIDE EDGES OF STAGE ---"/ / / v; ©D / ,IN / ' - -- 0: i______________ / forn PLYWOOD -- - - v ��� BACKING §• Nr / / /\\ 2 I __________ _ - . _____ , . N w cc (3 .-- . 2 7----- WOOD FLOORING j \ Z WOOD FLOORING CID \ f" 4 CID a3 ,:r ,:t ti / \ tif) Qcc 0 � � v 0 U In 1 NOT USED 2 NOT USED 3 PLAN AT FREESTANDING STAGE (FF/1 ) 4 SECTION AT STOREFRONT STAGES 0 A501 SCALE: 6"=V-0" A501 SCALE: 6"=1'-0" A501 SCALE: 3/8"=1-0" A501 SCALE: 6"=1'-0" MALL • MALL SIDE STORE SIDE BULKHEAD PLWOOD \ PAINTED GWB ` W BACKING BLACK (P 5 ) \ Ct METAL ALUMINUM 2' PLATE 7" s U < 0 co LEASE I PAINTED HORIZONTAL REVEAL THIN BRICK \ {M 4 \ ! ! / / D (/) N - PLYWOOD LID BETWEEN MALL (SP 1 ) 1„ `1 l 6�� CV P 5 ) BULKHEAD /2 /z ! ! f 012( C Z METAL STUDS — _ CO CD / .. _ A METAL STUDS AT 16 O.C., \ ‘4. 7, f, // ,<<J 7/ 11� 1 \ fit / / / ,i' / AT 16 O.C., U,103In (:.�0 \ ..K._ U t TYP. TYP. / N / ��\ / / Er- Vt O PAINTED / /1 \ / / O W \ t PLYWOOD LID ` / \ U =U 0 THIN BRICK {P 5 t 1 \ (SPI 1 ) / / / / N \ PLYWOODAQ J • METAL STUDS , ii,� I \ BACKING Z f-- 0 m•mmi • \ AT 16'O.C., PLWOOD T CK TYP. BACKING _ 0 WOOD ----, \ \ \ I METAL STUDS V J Q, ©© \ WOOD AT 16"OYCp, PLANK i \ L I (X) © v C) ) , \ z ©./ 7 N PLYWOOD \ 5,, c BACKING \ 8 II 3,, 5" 15—/ N! /a/ e / [ 1 5 SECTION AT TOP OF POP-OUT 6 SECTION AT BULKHEAD 7 SECTION AT PLYWOOD/BRICK 8 SECTION AT SCREEN RECESS ALCOVE J A501 SCALE: 6"=1"-0" A501 SCALE: 6"=I-0" A501 SCALE: 6"=1-0" A501 SCALE: 6"=1'-0" _ W 0co 2" VARIES i WOOD - 3„ "7 !� PLANK-N.,,, \ U S 8 Z 11.1= 0 WOOD �� N - _- LEASE LINE \ I2 NSATIN \ ANODIZED$" ` SCHLUTER- - 1 t i O \ \ METAL STUDS METAL STUDS DECO-SG - \ LJJ AT 16"O.C., AT 16"O.C., STYLE L.L� TYP. TYP. / PA(pIN1 ) GWB REVEAL Q m \ I / ! Z {M 1 } I \ BACKING ,,� \\\\\,� PLYWOOD PLYWOOD \ '^ Q \ BACKING BACKING STOREFRONT WINDOW \ V J C] TEAL POWDERCOATED ANGLE \ ,� )., SYSTEM SILL \ CID - D BRUSHED ----..- METAL ''� METAL STUDS / r- ~ f r STAINLESS C` ,>•- :( / �`� �'� / �• CONNECTION OF STOREFRONT TO METAL BASE `� \ AT 16"O.C., .'�3 rJ► 3h ( 1 \ \\ "'°°-- \ °°� ` \ "--11\_, JEXISTING CONCRETE BY D 0 STOREFRONT MANUFACTURER ©D \ 'TYP. � 1„ BACKER ROD AND SEALANT GERALD S.SHREMSWO;� / ! BLACK$„ 0idBOTH SIDES I \ - c - • ,� WOOD PLANK SCHLUTER-INDEC ) j STYLE EDGE TRIM f ��� M 4) FINISH FLOOR LEASE LINECID \ j ' PI: ���/ �0/1WOOD PLANK j�� ////// i„A�����.........._ _ " KIN A l� 02/22/2 18 1 1/2 F.R.T.BLOCKING ND SHIM W 202018 THE ARCHITECT!ENGINEER ASSUMES NO MALL SIDE STORE SIDE RESPONSIBILITY OR LIABILITY FOR THE USE OF l THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE a 9 SECTION AT TOP TEAL ANGLE 10 SECTION AT WOOD SOFFIT/GWB 11 GLAZING SILL DETAIL 12 SECTION AT PLANK WALL BASE SSEAL TATE THISBNCINGUSEISONLY YSHOWN BLEW V AREAS MEETING TE STATED DESIGN CRITERIA CM 0 A501 SCALE: 6"=1'-0" A501 SCALE: 6"=1'-0" A501 SCALE: 3"=1'-0" A501 SCALE: 6"=1'-0" SAI # 180069 N N DRAWING NUMBER: 0 F- 0 1— A501 . a 0 ALL PLYWOOD SHEATHING TO BE Uj 0 co FIRE RETARDANT TREATED (F.R,T.) z o O 0 u) N (n (n N 5 L11 N <C 0 0 I PAINTED GWB U E E {P 1 ) "� �°, Y Y P. / PAINTED PAINTED WOOD U o da E E GWB CAP(P 1 'g `g Nr � N SCHLUTER-SCHIENE BRUSHED BOX BEAM(LIGHT GAUGE TAL STUD0 o ALUMINUM EDGE STRIP SUPPLIER TO PROVIDE SHO" DRAWINGS op AND STRUCTURAL CALLS Fr' BOX BEAM 5„ $„ VCT TILE TO SUPPORT SLIDING DOO" SYSTEM) 8 / 8 LPAINTED / ;WOODPLANK FLOORING :11-FI: f DOOR 7 \ FRAME . CEMENT BACKER BOARDto \ V), '1\`\ \\ \ '°Yi i r/</ iii ( fii {/ i( i 'i O d s - 4 4 4 4 ° 4 4 d -° ° O. 4` SIN` \ ♦ lalli C al ▪ FLOOR LEVELING COMPOUNDj a 4 ° a \4 Q 4 a ;FEATHER FO11 FLUSH a ° 4 p 44 a 4 113C • PAINTED THIN BRICK(FOLLOW ca) Lo TRANSITION SL OOTdPER a g ° d ° d MANUFACTURER INSTRUCTIONS FOR 0 4 ° PAINTED INSTALLATION) U c) ° 0 Lo a ° d a ° .' v d 4 d d - .4 a P. 4 IE _ \\__ _,�� FLUSH ,._�� email }' °' .1- 4 T- 4 .v 4 ° d DOOR ..CcncD 4 a 4 d a 4, va ° 4 d Qa ° ° a 4 44. 4 n VI) 2v a d 44 4 a -.d - - C U \ ` '^ 'C 0 23 4 ° 4 ° 4 ° ° 4 d 44 �4 4 ail ii \ \ .G N 4 p P d ° A 4 `.,. r% 2% 0 U 0 0) 1 WOOD TO VCT FLOORING TRANSITION / \ E 3 TYP. INT. DOOR JAMB 4 INT. PTD BRICK FINISH AT CAP o to A502 SCALE: 6"=1'-0" 0 fl 1 A502 SCALE: 6"=1'-0" A502 SCALE: 6"=1-0" �_ I I _-\. { I 1 ' / A.A. / / / / / y 0 r / uilw`� \ 1 / Ct ♦ W "I t \ -.`- -.�< . \\ \ \ Mi��, � // -`� • i I I l PAINTED < C CO GYPSUM WALL {i) N BOARD TO • CEMENT BACKER BOARD CN DIAGONAL METAL EXTEND 6" �y Z N- BRACING TO ABOVE4 (�,� ~ SCHLUTER-SCHIENE BRUSHED a) TOP TRACK EXISTING FINISHED • �-�-Q ALUMINUM EDGE STRIP fx BRUSHED \ I % STRUCTURE CEILING • in TILE(FLOAT AS REQUIRED TO STAINLESS • PAINTED THIN BRICK(FOLLOW Z ALIGN WITH TRANSITION STRIP) DOOR RAIL NSTALLATION)MANUFACTURER INSTRUCTIONS FOR la O = W Q • €1D17D H V) Q Z EXISTING MALL TILE • `. ¢�- J TO REMAIN/ 3.. l" 3" i / 4 2 4 / . Z ,r 1/,_ ' / ///la }j//l/ //./l //<!/ ////_ Cl)/ .' / • C) _ O • NJ ( (15 CL • FLOOR LEVELING COMPOUND 4' 4 // d AIn FEATHER FOIA FLUSH ° 4 d . a a s z'CLEAR Q 4 ° ,, 2 TRANSITION: SLOPt 1s'PER d �, 4 4 4 TEMPERED 48" 2 8 PAINTED WOOD l7OOTdUTAX 4 d ° 4 GLAZING,TYP. CEILING HEIGHT,7 T 4 ° 4 4 p 4 . 4 a 4 't."a 4 . MATERIAL,AND 4 LEDGER (p 1 ) ° 4 4 4 a '� d FINISH AS NOTED 5.. 35rr 5r. METAL WALL ANGLE - 4 / d. a a d ° 4 ° a a m 4 44. a ON RCP 88 8 �- 4 p PAINTED GYPSUM Q4: 4d 4a 44 METAL STUDS 4AT 16"O.C., WALL BOARD 4 4 a 4 a d 4 4 4 4 TYP. d 4 4 d ° A 4 - - 5 TILE TO TILE FLOORING TRANSITION 6 ENTRY DOOR AT HEAD 7 TYP. INT. WALL - 5" 8 INT. PTD BRICK FINISH AT BASE A502 SCALE: 6"=1'-0" A502 SCALE: 6"=1'-0" A502 SCALE: 6"=-V-0" A502 SCALE: 6"=I-0" I 2 2 m 0 W �C Z.. U / / PAINTED GWB W 3„ 1, 3., {P 1 ) OR(P 2 ) (=„1 4 2 4 / / / / (SEE INTERIOR ELEV) 3n SCHLUTER-SCHIENE BRUSHED 4 ALUMINUM EDGE STRIP �,�, 2 / J o BRUSHED �- � TILE(FLOAT AS REQUIRED TO STAINLESS I } ALIGN WITH TRANSITION STRIP) DOOR RAIL I— PAINTED MDF BASE m VCT TILE : (P 1) OR{ , 2 ) ' t ' Z (SEE INTERIOR ELEV) W a / , :17, /. (<( ( Cil( I/�< _ 7 ...---- r - f r ° _ 4 ° 4 4 D 4 a 4 v ° L•.4 DUST PROOF - it. ��, � • FLOOR LEVELING COMPOUND a p 4 ° 4 a KEEPER \. q? a 4 -FEATHER FOR FLAJSH 4 `y e a - a �1.0� GERALD S.SHILEMSHOC 4 4TRANSITION;S� 7PE 16a PER °' 4 : _..._.. .. . .... . , _. ,., .. \,_ ` c FOOT MAX '4 4. d a 4 4 . . . 4 # d p d 4 4 4 0 - e d. ° a o a 4 a- Q 4 (1#147. n 4 4 p a. 4 e 4 4 4 p 4 4 d a _ a O v d ° a. a d o ° v4 ' v q° d 4 a d a 4 4 4d 4 4 A 4 4 °. a d 44 4 e" 4 4 4 4' 41 4 a4 4 $° 4 d 4 4 4 ° 4 l 02/22/2018 4 ° 4 d d ° 4 4 °.. a ° ° 4 8 4 d d 4 ° p ©2018 THE ARCHITECT/ENGINEER ASSUMES NO ° 4 ° a - - a e - - - ° ° e v 4 - RESPONSIBIUTY OR UABIUTY FOR THE USE OF 4 4 A A d p 4 A 4 A a- THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 9 VCT TO TILE FLOORING TRANSITION 10 ENTRY DOOR AT SILL 11 NOT USED 12 TYP. WOOD BASE STATE,THIS VINCE OR TERRITORY SNOWN THE SEAL.THIS BUILDING USE IS ONLY APPLICABB THE IN AREAS MEETING THE STATED DESIGN CRITERIA. O '- " "- .- " A502 SCALE: 6"=1 0 A502 SCALE: 6"=1'-0" A502 SCALE: 6 0 A502 SCALE: 6"=1'-0" SAI # 180069 Ol N DRAWING NUMBER: a 1- 0 J A502 (D. 0 FINISH SCHEDULE C wco PAINT o U) N KEY FINISH / MATERIAL COLOR / STYLE FINISH MANUFACTURER LOCATION / REMARKS 5 w N (P 1 2 COATS PAINT-OVER 1 COAT SW ALL SW SNOWBOUND 7004 MATTE-WALLS/CEILING SHERWIN WILLIAMS INTERIOR WALLS AS NOTED,CEILING AS NOTED, fx < p PURPOSE LATEX PRIMER SATIN-TRIM ELEMENTS INTERIOR TRIM ELEMENTS 0 (P 2� 2 COATS PAINT-OVER 1 COAT SW ALL SW PEPPERCORN 7674 SATIN SHERWIN WILLIAMS CEILING TROUGH AS NOTED, BACK STOREFRONT PURPOSE LATEX PRIMER WALL AS NOTED, BON DOOR/ENTRY AS NOTED 2 COATS PAINT-OVER 1 COAT SW ALL SW SPLASHY 6942 MATTE SHERWIN WILLIAMS {p 3/ PURPOSE LATEX PRIMER NOT USED 2 COATS PAINT-OVER 1 COAT SW ALL SW NAVAL 6244 MATTE SHERWIN WILLIAMS {P 4 } PURPOSE LATEX PRIMER NOT USED (P 5 } 2 COATS PAINT-OVER 1 COAT SW ALL SW TRICORN BLACK 6258 EGGSHELL SHERWIN WILLIAMS STOREFRONT DIGITAL SCREEN RECESSES AS NOTED PURPOSE LATEX PRIMER m Ili' U 0 i Y Y < il I METAL U o KEY FINISH I MATERIAL COLOR/ STYLE FINISH MANUFACTURER LOCATION I REMARKS I 1 0 3 16 GAUGE OR RIGID BACKED BRUSHED STOREFRONT BASE TRIM AS NOTED `� 2 1 {M 1 } CLEARCOAT BRUSHED --- cri -i STAINLESS STEEL P_ L {M 2} 16 GAUGE OR RIGID BACKED -_ POWDERCOATED METAL PANEL SEMI-GLOSS WHITE POWDERCOATED NOT USED CD i- TT POWDERCOATED METAL SW SPLASHY 6942 POWDERCOATED --- STOREFRONT AS NOTED, EDGE TRIM AT STAGE AS \i NOTED {M 4 } POWDERCOATED METAL BLACK POWDERCOATED -- STOREFRONT SCREEN RECESS TRIM, STOREFRONT O EDGE TRIM AS NOTED i O W WOOD ,34 KEY FINISH / MATERIAL COLOR / STYLE FINISH MANUFACTURER LOCATION / REMARKS Ct2 Z0 2 ©� 5"ENGINEERED HARDWOOD PLANK Tr WHITE OAK MATERIAL THICKNESS: 7/16" PREFINISHED ASI FLOORING U FLPAP033 SALES FLOOR, STAGE(FIXTURE FF/1) N aiv HICKORY AE694-39522 ANDERSON MATERIAL THICKNESS: 3/8" -c co {W 2 } 5"ENGINEERED HARDWOOD PLANK CHESTNUT HILL WINCHESTER PREFINISHED HARDWOOD FLOORS STOREFRONT FASCIA,SOFFIT,AND WALLS AS NOTED [ ^ i -a .;: �I Q - S o U a ° CEILING0 � Li U i KEY FINISH / MATERIAL COLOR / STYLE FINISH MANUFACTURER LOCATION / REMARKS D o Tt WHITE ARMSTRONG(OR TT 24"x48"xe"ACOUSTICAL CEILING TILE FINE FISSURED PANELS W/ --- BOH CEILING APPROVED EQUAL) SQUARE EDGE VINYL FLOORING W o KEY FINISH / MATERIAL COLOR / STYLE FINISH MANUFACTURER LOCATION / REMARKS C TT 12"X 12"X 8'STANDARD EXCELON VCT IMPERIAL TEXTURE DESERT BEIGE 51809 --- ARMSTRONG BOH FLOORING 0 Dco C"V , < az N TILE C� Oco0) KEY FINISH / MATERIAL COLOR/ STYLE FINISH MANUFACTURER LOCATION / REMARKS i 7 0 ct ©© 6"X 36"WOOD PLANK PORCELAIN TILE FLCME581 HONED ASI NOT USED Z z O al 0 O ©© 12"X 12"CERAMIC FLOOR TILE/ BRIXTON BONE BX01, GROUT: GLAZED DALTILE TOILET ROOM FLOOR/BASE F— (f)LW z 6"X 6"CERAMIC BASE TILE LATCHEILSEA NUT CRETE#23 (ANT. WHITE) ©© 8"X 71"WOOD PLANK PORCELAIN TILE MATTE PORCELANOSA NOT USED 0J GROUT: COLORSTUK MOKA Z 5(/) 0 ..... _ O SPECIAL WALL FINISH c1 {/) c °- KEY FINISH / MATERIAL COLOR I STYLE FINISH MANUFACTURER LOCATION / REMARKS Q co {SP 1 } WHITE THIN BRICK IRONWORKS 2'THICK THIN MATTE GENERAL SHALE SALES FLOOR WALLS AS SHOWN; It) BRICK, PTD TO MATCH P!1 USE CORNER BRICK AT OUTSIDE CORNERS 0) VJ NOTE-FINISH SCHEDULE DOES NOT INCLUDE COMPLETE LIST OF FINISHES ON ITEMS FURNISHED WHOLE FROM INDEPENDENT FABRICATORS W SUCH AS SIGNAGE AND FIXTURES. SEE FIXTURE SHOP DRAWINGS FOR FINISH DESCRIPTIONS AND ADDITIONAL INFORMATION. D CD LLi1'S i w U 2 - Y NiVAIMMOOMMiii DOOR SCHEDULE Ct 0 WA � Y OVERHEAD KEY LOCATION SIZE TYPE FRAME DOOR i HDWR REMARKS DOOR SCHEDULE NOTES O TRACK 0 ENTRANCE (2)3'-4"x 10'-0"x'-z" A NONE GLASS/BRUSHED SS 1, 5 BOX BEAMD SLIDING TRACK WITH 1 ALL HARDWARE SHALL BE FURNISHED AND U \ FLUSH HOLLOW CORE INSTALLED BY G.C. UNLESS OTHERWISE NOTED. CD \ - 20 BOH 3`-0"x 7'-0"x 1-3/4" B HM WOOD DOOR 206 \ _ 2. FURNISH ALL HARDWARE AS SPECIFIED IN THE Q. PAINTEDFLUSH \\ 0TOILET ROOM 3'-0"x T-0"x 1-3/4" B HM FLUSH HOLLO WOOD DOOR W CORE 3 HARDWARE GROUP AND AS NECESSARY TO RESULT "11IN A COMPLETE INSTALLATION. �/� HOLLOW CORE \ V J 5-:DOOR \ 3. SIZE AND MOUNT HARDWARE IN ACCORDANCE WITH "'� CO \\ THE MANUFACTURER'S RECOMMENDATIONS. Z \ REINFORCE THE MOUNTING SUBSTRATE AS -- \ - REQUIRED FOR PROPER INSTALLATION. 1.1— 02 C2 TOP-HUNG HARDWARE SETS �` / SLIDING GLASS 4. ALL NEW EGRESS HARDWARE SHALL BE OPERABLE / ENTRY DOOR FROM THE INSIDE WITHOUT ANY SPECIAL ' 0 / HARDWARE SET#1 -TO BE COORDINATED WITH GLASS MANUFACTURER. CLOSER- SEE HINGES -DOOR TO HAVE SELF-CLOSING SPRING HINGES '�� KNOWLEDGE OR EFFORT. OPERATING DEVICES / DOORS TO LOCK IN BOTH OPEN AND CLOSED POSITIONS WITH RECESSED DUST 4Sti .�'tf'' REQUIRED TO BE ACCESSIBLE SHALL NOT REQUIRE / / PROOF STRIKES AT FLOOR. LOCK TO BE KEYED AT EXTERIOR SIDE WITH THUMB HARDWARE SET#3 C"3 TURN AT INTERIOR SIDE. LOCK TO BE COORDINATED WITH DOOR HINGES- STANLEY 179 SATIN CHROME HINGES(OR EQUAL); 3 PER DOOR TIGHT GRASPING,TIGHT PINCHING, OR TWISTING OF o // STAINLESSTHE WRIST. GERALD S.SF1f1EMSHOC �,,, ih / _ STEEL RAILSL MANUFACTURER AND MUST ACCEPT BEST INTERCHANGEABLE CORE(SEE NOTE LOCKSET- SCHLAGE J-SERIES'DOVER'J40D0V630 SATIN STAINLESS STEEL A5). PRIVACY LEVER(OR EQUAL) / AT TOP AND 5. OWNER'S REP TO COORDINATE RE-KEYING OF / BOTTOM WALL STOP- IVES WS404CVX SATIN CHROME WALL STOP(OR EQUAL) CYLINDER LOCKS AT PERIMETER DOOR(S)WITH / HARDWARE SET#2 SILENCERS- IVES SR64 DOOR SILENCER(OR EQUAL); 3 PER DOOR NEW BEST 7-PIN CORES UPON COMPLETION OF JOB. N-- / _ HINGES- STANLEY SELF-CLOSING SPRING SATIN CHROME HINGES(OR O O'�C, is EQUAL); 3 PER DOOR TYPE B TYPE A LOCKSET- SCHLAGE J-SERIES'DOVER'J10-DOV-630 SATIN CHROME 02/22/2018 NON-LOCKING LEVER(OR EQUAL) KICK PLATE- ROCKWOOD K4125 8" HIGH X'-"THICK X DOOR WIDTH LESS 2" C12018THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF 1 DOOR TYPESCLEAR PLEXI KICK PLATE(OR EQUAL); INSTALL AT PUSH SIDE THESE PLANS FOR ANY PROJECT OTHER THAN SILENCERS- IVES SR64 DOOR SILENCER(OR EQUAL); 3 PER DOORBY THEM AND SEALED ORSUCHIZED SPECI SPECIFIC NN ED HE M STATE,PROVINCE OR TERRITORY SHOWN ON THE 0_ SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN v A6OO SCALE: N.T.S. AREAS MEETING THE STATED DESIGN CRITERIA. C,, °° 0 SAI # 180069 N N DRAWING NUMBER: cva w I— °I — A600a a / ,, ,r VARIES_ _ _ A " : O. (E)JOIST _____ — — MECHANIC• Y FASTEN TO STRUCTURE a �p co PER MFR REC•`4MENDATION ANGLE I.1 Li Z LLI 8GA.WIRE@48"O.• AND W/IN 6" 111 ET OF END OF CARRYING •ANNEL cV MTL. 'L'ANGLE FASTEN TO S ►M W/CLIP. BE.. METAL STUD FLANGE LEG TO 5 IW— N CNI FASTEN CARRY CHANNEL TO M 'L'ANGLE - BLOCKING AT LOCATION OF _ 0 W/#10-1 1/2"SHEET MTL. SCREWS .:_i>—'41c 6"MAX —� 3" MAX }410 , - i ' ` 1-1/2"CARRYING CHANNEL @ 48"O.C.AND �' WITHIN 3"OF WALLS(SPACE 24"O.C. FOR FIRE -� KKKKKKKKKKKKKKKKKKK <<K'< RATED CONSTRUCTION)- FASTEN CHANNEL TO / \'L'ANGLE WTH MIN. 18GA CLIP ANGLE AND(1) f #10 SCREW EA. LEG �, ob REFER TO RCP _ _ , _ ANGLE BRACKET w o 0 B.O. CEILING 5/8"GYP BD OVER METAL STUD FRAMING,TYP. Y Y 5/8"GYP. BD. ryl��, U Y. N 8 8 E E w cu 7/8"METAL DRYWALL CHANNEL AT : O.C. @ PLYWOOD BLOCKING BETWEEN E E y n RIGHT ANGLE TO CARRYING CH• EL.ATTACH STUDS NOTE: 2 I TOGETHER W/METAL FURRI - CLIP OR TIE G.C.TO USE FRT PLYWOOD OR MEDITE AS 0cti a .E WIRE- PROVIDE 1"CLEA- :ETWEEN CHANNEL #8 SCREWS @ 16"O.C.MAX.OR(2) REQUIRED BY CODE. v a SCREWS PER SIDE MINIMUM,AS END AND ABUTTING W LS AND PARTITIONS a APPLICABLE. I gE ,::: 5/8"GYP. BD. 0 5/8"MTL. STUD ,,,,, 1►. tin ,:r 3" = 11-0" 6" = 1 -O" M r' ILING AT PERIMETER WALL , FULL IN-WALL BLOCKING DETAIL _ D 0 GYP.BD.COLUMN ENCLOSURES TO RECEIVE CONNECT TO STRUCTURE WIas METAL CORNER BEADS-SPACKLE&SAND T. CONT.3 5/8"(OR 6")X 20 GA.TRACK WITH(1) ABOVE PER DETAIL J/A700 AND L/A700 d MAKE SMOOTH(TYP.) #12 SCREW IN EACH FLANGE OF EACH \ 1::= C 3 STUD.SPLICE TRACK LENGTHS AT STUD - Z uS LOCATIONS,TYP (/j o U -rt METAL STUDALG ASTENERS, I -, Lo SECURE T OLit0,1 \ \ :0' B d' iaaiaiii i,,,,, iiii. -C (/) (O (3)412 SCREWSDIAGONAL BRACE PER DETAIL U \ J/A700 Q OAC. 4, ALS URAL COLUMN-REFER TO PROVIDE STANDARD BRIDGING AT 4'-0"O.G.MAX 0/1111:5° 0 fl. o m •'4• .T'4CTION PLAN FOR SHAPE; UNLESS FULL HGT SHEATHING IS ATTACHED TO *+ O E to to n 4 BOTH FACES OF WALL.(CONNECT BRIDGING TO -C as 2 STUDS-REFER TO H/A800). _ FINISHED CEILING 0 0 `n _Z U � (WHERE OCCURS) E0 � � 2 q- (1)LAYER OF 518"TY" PE'X'GYP.BD.FROM 5/8'� T. p •- '41;• FLOOR SLAB T50/8'6' O 6ABOVE CEILING d co CJ) r. 3 5/8"(OR 6")X 20 GA.METAL STUDS AT 16"O.C. or .� ONE SIDE ONLYWHERE OCCURS AT PERIMETER INSTALL METAL BRIDGING AT 4'-0"O.C.AS REQ'D BY DEMISING WALL CODE. FINISH-REFER TO INTERIOR ELEVATIONS 0.157"DIA.POWDER ACTUATED FASTENERS(HILTI X-U NOTES:INSTALL GYP.BD.ON ONE SIDE ONLY AT U Is OR EQUIVALENT)@ 16"O.C.MAX AND 2"FROM EACH BACK TO BACK CONDITIONS OR AT PERIMETER END CONDITIONS. q n LU p I 1 IF POWDER ACTUATED FASTENERS ARE NOT W �/ ALLOWED BY LOCAL BUILDING OFFICIAL,THEN CONT.3 518"(OR 6")X 20 GA.MTL TRACK WITH(1) �+�+ REPLACE WITH 1/4"DIA.HILTI KWIK HUS-EZ CONCRETE SCREWS. #8 SCREW AT EACH FLANGE OF EACH STUD �w�" N 12"OR MINIMUM FLOOR FINISHES. (SEE FINISH PLAN AND V) (TYPICAL) SCHEDULE) > ,�� — ,—% REFER TO STUD MATRIX: / 3 z (E)FLOOR SLAB ////lj/. F/A800 V^^ O M CYfC J 1-* CZ) 3"=1'-0" 3•• _ 1'-O" 1 _ 1'-O" 40 L Ca O NOT USED _ L N-RATED COLUMN ENCLOSURE _ NON—RATED PARTITION _ CC p (9, 41-To CONT.MTL TRACK(MATCH VERT STUD v,io Z ENGINEER TO REVISE SCREW SIZE THICKNESS)W/(1)#12 SCREW IN EACH FLANGE �/14e. (�I, �"" 2"x2"x0'6"LG, &FRAMING CLIP BASED UPON bF EACH STUD.SPLICE TRACK LENGTHS AT STUD % C9 '<•ra�. 12 GA FRAMING CLIP ACTUAL LOADING LOCATIONS,TYP. V ' ES B.O. / L vJW/(3)�8 SCREWS EA LEG `�� (E}S 'UCTURE 0 '� c, METAL STUDS AT 16"O.C. L O REFER TO CONSTRUCTION PLAN FOR STUD r� �✓ \M CONTINUOUS TRACK SIZE AND WALL LOCATION DIAGONAL BRACE PER DETAIL J/A700 A800 (1) CENTER DIAGONAL OVER ,-;. (GAUGE TO MATCH WALL +*+ 45 MAX "G VERTICAL STUD STUD,EXCEPT USE 20 ES FLOOR GAUGE MIN TRACK) PROVIDE STANDARD BRIDGING AT 4'4'O.C.MAX REFER TO H/A11.4 (CONNECT BRIDGING TO STUDS-REFER TO _ FINISHED CEILING AT DIAGONAL,ATTACH H/A800) / L (WHERE OCCURS) 5/8"GYP.BD.BOTH SIDES - TRACK TO WALL STUD - ' � NISHED CEILING(TYP.)w/(2)-#8 SCREWS EACH IF POWDER ACTUATED FASTENERS ARE NOT SIDE. WALLS WHERE DIAGONAL IS ALLOWED BY LOCAL BUILDING OFFICIAL,THEN 5/8"GYP.BD.SALES SIDE ONLY ATTACHED TO TOP OF WALL REPLACE WITH 1/4"DIA.HILTI KWIK HUS-EZ STOCKROOM PROVIDE STANDARD BRIDGING AT 4'-0"O.C.MAX CONCRETE SCREWS. < WALL AS SCHEDULED,SHOWN UNLESS FULL HGT SHEATHING IS ATTACHED TOOPAIK HATCHED.REFER TO CONSTRUCTION BOTH FACES OF WALL.(CONNECT BRIDGING TO CONT.MTL TRACK.(MATCH VERT STUD PLAN FOR TYPE AND RESPONSIBILITY 0.157"DIA.POWDER ACTUATED FASTENERS(HILTI X-U / STUDS-REFER TO H/A800). �"/'� THICKNESS)SECURE TO SLAB W/MIN 0.157"DIA SCHEDULE FOR SCOPE OND EQUIVALENT)©16"O.C.MAX AND 2"FROM EACH v fr POWDER DRIVEN FASTENERS AT 16"O.C.AND 2" �1 FROM EACH END --` FLOOR FINISHES.(SEE FINISH PLAN IF POWDER ACTUATED FASTENERS ARE NOT IN I 3 5/8"(OR 6"),20 GA.METAL STUDS 16" PP ALLOWED BY LOCAL BUILDING OFFICIAL,THEN O.C. AND SCHEDULE) REPLACE WITH 1/4"DIA.HILTI KWIK HUS-EZ _ /di���� CONCRETE SCREWS. ' WCt CONNECT TO EXISTING (E)FLOOR SLAB CONT.3 (OR 6"),20 GA.MTL TRACK WITH(1)#8 STRUCTURE PER DETAIL L/A700 DIAGONAL BRACING OPTIONS BASE AND FLOOR FINISHES.(SEE F 'ISH PLAN AND SCREW AT H FLANGE OF EACH STUD 0 INTERIOR ELEVATIONS.) 1- 20 GA.DIAGONAL BRACE OPTIONS: 1 Z m REFER TO STUD MATRIX: /�/�//,��� F/A800 (E)FLOOR SLABI� REFER TO STUB iATRIX: DIAGONAL LENGTH- DIAGONAL LENGTH- DIAGONAL LENGTH- F/A800 Y �'//� UP TO 10'-0" 10,-1"TO 18'-0" 18'-1"TO 25'-0" Fe.. W DBL 3 5/8",18 GA.STUDS WITH 1 1/4" 1 -�� - M �� t� �� 0 =.� .gra SINGLE 3 5/8", DBL 3 5/8",20 GA.STUDS WIDE FLANGES W/CONTINUOUS 3 FURRING PARTITION DETAIL 1 -° F ►i i N-RATED PARTITION (TO S T R U CT.) 1 = 1 -o C D 20 GA.DIAGONAL WITH 1 5/8"WIDE FLANGES 5/8",18 GA.TRACK TOP&BOTTOM ..1 518" 1_ 1 5/8"_L..] � r 1 5/8" `� Et13../"' MTL. 'L'ANGLE FASTEN PRIMARY TINUOUS FIRE RETARDANT SEALANT 0 #8 SCREWS @ I #8 SCREWS© ( AT •'AND BOTTOM OF PARTITION, -s 12"dc 12"cic CARRY CHANNEL TO CROSS CARRY / co m Oji CHANNEL, CONT.AROUND OPENING. BOTH S a S. 03 •-:�Tyo VIEW A-A VIEW B-B VIEW C-C FASTEN W/SHEET MTL. SCREWS VARIES B. //�,/%� �.., _ A / Z z rik O, SPACING OF DIAGONAL BRACING * CONTACT ARCHITECT FOR LENGTHS LONGER THAN (E)STRUCTURE SIC, INTERIOR PARTITIONS-48"O.C.MAX 1$'_0". J-SHAPE METAL TRIM, U Q OA STOREFRONT FRAMING-48"O.C.MAX BOTH SIDES. I 9<' EXTERIOR WALLS-48"O.C.MAX , ,. 10 aqq, , '� ' 3 5!8"(OR 6")X 20 GA.METAL STUDS AT 16" 4_,, �� o o O.C. ✓� r 4,, • f / GERACD S.SFtt3EMtuHOC * N1116 CONTINUOUS TRACK{GAUGE TO MATCH WALL 1i..L1� 1L IL - 1A-_,t,���. r 3 5!8" OR 6" TOP&BOTTOM METAL TRACKS ANCHOR • �� * ,� EXCEPT USE 20 GAUGE MIN TRACK)REFER TO STUD,4 —`- ( ) !� Age /IfTO STRUCTURE ABOVE AT 24"O.C.MAX,AND 2" 41 IF POWDER ACTUATED FASTENERS ARE NOT / VIEWS AA=A&BB_B 3�' FROM EACH END.(PROVIDE DEFLECTION PLATEALLOWED BY LOCAL BUILDING OFFICIAL,THEN Q , ' 'T TOP AS REQ'D BY CODE.) REPLACE WITH 1/4"DIA,HILTI KWIK HUS-EZ 4� i � I CONCRETE SCREWS. 44*IW� VARIES; MATCH CONNECT TRACK TO VERT STUDS ADJACENT 02/22i2018 !1 -#8 SCREW IN EACH FLANGE OF EACH STUD, CEILING FINISH ACCESS PANEL FRAME -.•_-. REFER TO STUD MATRIX: ( } +Q2018 THE ARCHITECT 1 ENGINEER ASSUMES NO NOTE:FOR DOUBLE STUD DIAGONALS, EXCEPT INSTALL(2} $SCREWS IN EACH FLANGE AT 5(8"GYP.B. (TYPE Xj BOTH SIDES >=, >' F/A800 RESPONSIBILITY OR LIABILITY FOR THE USE OF "SECOND"STUD SHALL END AS CLOSE AS VERT STUDS WITH DIAGONALS - DROP-IN ACCESS PANEL a THESE PIANS FOR ANY PROJECT OTHER THAN 0.157"DIA.POWDER ACTUATED FA ' HERS(HILTI X-U SPECIFICALLY AUTHORIZED BY THEM AND SIGNED POSSIBLE TO END CONNECTION,TOP& BY INTEX FORMS, INC. AND SEALED FOR SUCH SPECIFIC LOCATION IN THE n BOTTOM. bR EQUIVALENT)@ 16"O.C.M ND 2"FROM EACH CONT.3 5/8"(OR X 20 GA.MTL TRACK WITH{1} STATE,PROVINCE OR TERRITORY SHOWN ON THE NOTE: END SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN v SELF TAPPING SCREWS FLUSH ACCESS PANEL, SEE \ #8 SCREW AT EAC NGE OF EACH STUD AREAS MEETING THE STATED DESIGN CRITERIA. BASE AND FLOOR FINIS. 5. (SEE FINISH PLAN AND co NOTE:ALL STUDS ARE BRACED AT 12'-6"A.F.F.U.N.O. CEILING PLAN FOR SIZE AND INTERIOR ELEVATIO. .) SAI # 180069 , / WALL OR STOREFRONT STUD. TAPE JOINT(TYP.) LOCATION. NO :ASSEMBLY PER w (4)-#8 SCREWSjj�j ���� UL#U DRAWING NUMBER: (E)FLOG• LAB >r TYPICAL DIAGONAL BRACING SEISMIC DESIGN CATEGORY D E & F 1" = 1'-0�� ACCESS PANEL AT GYP. BD. CEILING 1" - 1�-0'� OUR RATED PARTITION (U465) 1" = 1'-Ott- J NA, A700 . . _ . IFIFF.4111111111116,11111111 alIllirigni e/i Z O Ei - CD CO C\1 Q) 52 t.N > l 1 I N = --r.1- - .- -- .." ..- .1---'.:-..--- --"-"'- -I= LLI I- N ce < c) ch 4 HANGER WIRE Pi B.O.STRUCTURE 40 1.ALL LIGHT FIXTURES&AIR DIFFUSERS SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM.THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100%OF THE FIXTURE WEIGHT. NIE NOT TO EXCEED 6'-0" Pio SPLAY BRACE WIRE 2. 12 GA.HANGER WIRES SHALL BE ATTACHED TO THE GIRDER MEMBERS WITHIN 3"OF ,\<(: r 8"(MAX.)OR 1/4 LENGTH OF 3/4"UNATTACHED SIDE \ ,4411..--CONT.HORIZ.STRUT TO PREVENT SPREADING OF EACH CORNER OF ALL FIXTURES.TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 3.FIXTURES AND DIFFUSERS WEIGHING 20 LBS BUT NOT MORE THAN 56 LBS.IN ;-1. ADDITION TO THE ABOVE REQ'S SHALL HAVE(2)12 GA.HANGER WIRES CONNECTED FROM THE HOUSING TO THE STRUCTURE ABOVE.THESE WIRES MAY BE SLACK. 0 0 '5 5 DIST.TO 3/8"ATTACHED SIDE FIRST MAIN ) .c. .:.0 0 *i .) .i..Y E E Q ) o 0 O 0 O 0 0 _c c - °7 U3 00 EE 1111111 i11111/11111lt1111111 111111111111111111 RUNNERS 4.FIXTURES&DIFFUSERS WEIGHING MORE THAN 56 LBS.SHALL BE SUPPORTED tn o -C 4 CROSS TEE E E " -? DIRECTLY FROM THE STRUCTURE BY APPROVED HANGERS. il? o 1 cri -; MAIN RUNNER 2"WALL TRIM o..o co.a ..-c LAY-IN CEILING TILE ••••IIII•• 5.ATTACH LIGHT WEIGHT ITEMS SUCH AS SINGLE ELECTRICAL CONDUIT NOT .o k EXCEEDING 3/4"NOMINAL DIAMETER,TO SUPPORT WIRES WHICH PROVIDE SECURE TS 15 1 SUPPORT INDEPENDENT OF THE CEILING HANGER SUPPORT WIRES,PER LOCAL CODE. 8 E SEE DETAIL ABOVE. V) N.T.S. N.T.S. 0 SUSPENDED CEILING DETAIL @ WALL - H FIXTURE ATTACHMENT DETAIL - D 7 0I Aliilik LU >..., C 0 .0 c3 "4 C U'ICC ESR-1222 OR EQUAL I Li.) IP 1- ANGLE BRACKET OR CLIP.ATTACH PER MANUFACTURER'S RECOMMENDATIONS CD SEISMIC LOCKING PIN CC tin 0 Lo Z tr) cri "4* 0 Lo :4-, 6 -1- -c (-75 7'- 0 • Sr• 1:, 'i TOP CLIP -e a FASTENED) (MECHANICALLY MINIMUM 3 TIGHT TURNS C..) 0.. c) 140 0 E 2 ..c as vr B.O.STRUCTURE ( , CO 0 Lo E .j.U) .401 0 T. 0 't _c 0 CD CO g 4-; 1.1 \ HANGER WIRE TOP CLIP SPRING CLIP ii*Sg .' 0 SPRING CLIP ATTACHMENT HOLES i4 Allo" MAIN RUNNER . COMPRESSION POST CROSS TEE in ° il i / W Ce BULB CLIP a (MECHANICALLY C\I .. FASTENED) inu) ,.... . z (9F-. 0 NOT USED . N.T.S. _IL SUSPENDED CEILING DETAIL N.T.S. GLOCK CLIP TEE - MAIN RUNNER N.T.S. C _....Z * W - WI i C) ... a_ F- u)(-) z NOTE: LANDLORD > 0 < Cl.., FASTENING TO STRUCTURE ABOVE TO COMPLY WITH AND!OR LOCAL BUILDING DEPARTMENT • JURISDICTION. STRUT SIZING CHART NOTES Z (i) l'''''' SIZE MAX HT HIGH SEISMIC CONFORM TO BASIC MINIMUM REQUIREMENTS ESTABLISHED IN ASTM C636. 0 =MN= • Ct 1 0 1. ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO 0.5"DIA X 22GA 3.-0" PREVENT THEIR SPREADING. PERFORMANCE REQUIREMENTS:THE MAIN RUNNERS AND CROSS RUNNERS OF THE CEILING SYSTEM AND THEIR I Cl) o) 0- 2. INSTALL CLG GRID USING#12 GA WIRE HANGERS @ 4'MAX O.C.&8"MAX SPLICES,INTERSECTION CONNECTORS AND EXPANSION DEVICES SHALL BE DESIGNED AND CONSTRUCTED TO FROM PERIMETER WALL. CARRY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 POUNDS(801 N)OR TWICE THE ACTUAL LOAD, < Lo 0.75"DIA X 22GA 4.-3" 3. HEAVY DUTY GRID SYSTEM REQUIRED. WHICHEVER IS GREATER,IN TENSION WITH 5-DEGREE MISALIGNMENT OF THE MEMBERS IN ANY DIRECTION,AND IN 4. CEILING AREA>1000 SQ FT TO HAVE HORIZONTAL RESTRAINT WIRE COMPRESSION. IN LIEU OF 5-DEGREE MISALIGNMENT,THE LOAD MAY BE APPLIED WITH A 1-INCH(25.4MM) LO AND RIGID BRACING,SEE DETAIL A/A11.5&G/A11.5 ECCENTRICITY ON A SAMPLE NOT MORE THAN 24 INCHES(610 MM)LONG ON EACH SIDE OF THE SPLICE. THE 0) 1"DIA X 200A 5'-0" 5. CEILING AREA>2500 SQ FT TO HAVE SEISMIC SEPARATION JOINTS OR CONNECTIONS AT SPLICES AND INTERSECTIONS SHALL ALL BE OF THE MECHANICAL INTERLOCKING TYPE. FULL HEIGHT PARTITION. 6. CEILING WITHOUT RIGID BRACING MUST HAVE 2"OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. 1.25"DIA X 20GA 7'-0" 7. CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. 8. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. 1.5"DIA X 20GA 8'-6" 9. SUSPENDED CEILINGS WILL BE SUBJECT TO SPECIAL INSPECTION. 10. LIGHT FIXTURES(ALL TYPES)TO BE MECHANICALLY ATTACHED TO GRID PER NEC 410-16(TWO 12 GA WIRES PER FIXTURE UNLESS 2"DIA X 20GA 11'-6" INDEPENDENTLY SUPPORTED). 11. AIR TERMINALS: .4 1/2"EMT-RUN TIGHT TO STRUCTURE ABOVE(4'-0" <20 LBS-POSITIVELY ATTACHED TO GRID MAX.FOR 1/2"ø) 20 TO 56 LBS-POSITIVELY ATTACHED TO GRID AND TWO 12 GA WIRES 2.5"DIA X 18GA 14'-6" i TO STRUCTURE(MAY BE SLACK) SECURE SUPPORT WIRES TO EXISTING Ct >56 LBS SUPPORTED DIRECTLY TO STRUCTURE BY APPROVED STRUCTURE OR STUD INFILL HANGERS. 2 3"DIA X 18GA 17'-3" CO $"; 3.5"DIA X 16GA 23'-3" .... ......I CO 11 12 GA.VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12'-0" < CI I.11 O.C.EACH WAY AND WITHIN 6'-O"OF EACH WALL LU UJ . EMT COLUMN SUSPENSION SYSTEM I N.T.S. I / . F 'k t ---- . 1 1 34" -BUTT TIGHT TO 1 5/8"METAL JOIST FRAMING 0 I I Nt DRILL 5/32"HOLE FOR 1/8"BOLT AND LOCKNUT AFTER 0 • "MAX • "MAX CEILING SYSTEM IS LEVELED LL. PERIMETER SUSPENSION POINT I UNATTACHED WALL 44 . . I I Ill 2 Li -J FIELD SUSPENSION POINT 44%. COMPRESSION STRUT WHERE OCCURS o CII"CmCI)4) 8'-0"O.C.NOT FARTHER THAN 6'-O"FROM EN; 0 1111111111 • u: 0 Iffh& ! < WALLS 1111111141.°4:440111:41111 . . ' .09 ARcip: • PERIMETER SUSPENSION POINT < CROSS TEE HEAVY DUTY MAIN RUNNER& 111111 M 11/ GERALD S. 48" , G A11.5 #11141111 c i 1 5/8"x 16 GA.METAL JOIST FRAMING @ 48"O.C. -141 1114.REIVISH0:4 itP .• 1 2"PERIMETER SUPPORTING IIII Pill CLOSURE ANGLE re- C.114 RCP 44 (4)-10 GA.SPLAY WIRES-SPLAYED 90"FROM EACH OF 00 ATTACHED ALL 2 No. OTHER AND 45°(MAX.)FROM CEILING PLANE \ CEILING STRUCTURE 41\ A11.5 02/22/2018 HANGER WIRE - j W I W I I F.-- 7/8"CHANNEL FURRING @ 16"O.C.SECURE TO 1 5/8" METAL JOIST FRAMING WITH MINIMUM 8 GA.WIRE ©2018 THE ARCHITECT/ENGINEER ASSUMES NO RESPONSIBIUTY OR LIABILITY FOR THE USE OF HEAVY DUTY 0 THESE PLANS FOR ANY PROJECT OTHER THAN SUSPENDED CEILING ASSEMBLY = W SPECIFICALLY AUTHORIZED BY THEM AND SIGNED C/) I AND SEALED FOR SUCH SPECIFIC LOCATION IN THE m E 0 STATE,PROVINCE OR TERRITORY SHOVVN ON THE 0- SEAL THIS BUILDING USE IS ONLY APPLICABLE IN Lo EIE Z NOTE:UR=RATIO NOT EXCEED 200 AREAS MEETING THE STATED DESIGN CRITERIA. 13: --- cf) FINISH FLOOR urri op x 12 GA HANGER WIRE REFER TO SCHEDULE J/A11.5 FOR SAI # 180069 • LATERAL BRACING ELEVATION 0 LARK VS AS REQUIRED. cv cs, -- STABILIZER BAR DRAWING NUMBER: C•1 • GRID PERIMETER RIVETED cs, _ 6 Lil ! I- N.T.S. N.T.S. N.T.S. A80 1 9 NOT USED 1 J CEILING LAYOUT SEISMIC HEIGHT E GYP. BD. CEILING SUSPENSION SYSTEM - A _ _ 0 - DIVISION 01 - GENERAL REQUIREMENTS 1. PLAN YOUR TEST CAREFULLY: BEFORE YOU TEST,MAKE SURE YOU HAVE BASIC TOOLS FOR CLEANING THE DIVISION 6-CARPENTRY 8. PREPARATION SLAB, INCLUDING A SCRAPER AND WIRE BRUSH. MAKE SURE YOU HAVE A QUALITY GRAM SCALE AND A a. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR PREPARATION OF A. CONSTRUCTION DOCUMENTS PROPER SUPPLY OF TEST KITS AND PROTECTIVE CONES. ENSURE BUILDING CLIMATE IS BETWEEN 65&85 A. PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT WAS PRODUCED. SUBSTRATES. 0 ap 1. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAY BE DEGREES FAHRENHEIT WITH RELATIVE HUMIDITY%BETWEEN 40-60 FOR AT LEAST 48 HOURS PRIOR TO,AND B. LAYOUT,CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL BLOCKING, NAILERS, FURRING (1) MIRROR,DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST,BE CLEAN,AND DRY Z = Qcy FOUND IN EITHER OR BOTH. DURING TESTING. AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB LEVEL MEMBERS IN TRUE PRIOR TO APPLICATION OF MIRROR MASTIC AND DRYWALL AND PLYWOOD PAINT. IF PLYWOOD OR 0 CO cy 2. THE TERM'OWNER'AS STATED IN THE FOLLOWING SPECIFICATIONS AND CONSTRUCTION DOCUMENTS, 2. PREPARE YOUR TEST SITE(S):THE SLAB MUST BE CLEAN OF DEBRIS AND ADHESIVE RESIDUE. SHOT BLAST ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS,SCREWS AND BOLTS AS NECESSARY. DRYWALL SURFACES HAVE BEEN PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND Cl) () CV REFERS TO THE TENANT OF THIS SPACE ONLY AND DOES NOT REFER TO THE LANDLORD OF THE PREMISES. SURFACE OR WIRE BRUSH SLAB CLEAN. REMOVE DUST THOROUGHLY. DO NOT USE CHEMICALS OF ANY C. USE FIRE RETARDANT LUMBER AND TRIM WHERE REQUIRED BY STATE OR LOCAL CODES,WHICH BEAR THE PLYWOOD PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE ORIGINAL SURFACE AND > W N 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE KIND TO CLEAN THE FLOOR. AVOID TEST LOCATIONS NEAR CRACKS OR JOINTS, OR IN DIRECT SUNLIGHT. MANUFACTURER'S STAMP OF AUTHENTICITY. THE SUBSTRATE CLEANED PRIOR TO THE APPLICATION OF DRYWALL AND PLYWOOD PAINT. 0 CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF OWNER BEFORE PROCEEDING WITH RELATED PREPARE 3 TEST SITES FOR THE FIRST 1,000 SQ. FT.AND INCLUDE 1 MORE TEST FOR EACH ADDITIONAL 1,000 D. FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED TO RECEIVE STORE FIXTURES. D.GLAZING: p WORK;OTHERWISE,THE CORRECTION OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. SQUARE FEET OF AREA. E. FURNISH AND INSTALL ALL ROUGH HARDWARE,ANCHORS,BOLTS,ETC.,AS REQUIRED FOR CARPENTRY WORK. 1. GENERAL: INSTALL MIRRORS WITH MIRROR GLAZING CHANNELS TO COMPLY WITH WRITTEN INSTRUCTION OF 4. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT SHALL NOT CONSTITUTE AN 3. RECORD STARTING VALUES: READ THE WARNING LABEL ON PACKAGE AND THEN OPEN THE CONTAINER BAG. MIRROR AND MIRROR GLAZING CHANNEL MANUFACTURERS,WITH REFERENCED GANA AND NGA APPROVAL OF LIKE VARIANCES ON SUBSEQUENT PROJECTS. SET THE ENTIRE TAPE SEALED DISH ON THE GRAM SCALE AND RECORD ITS WEIGHT ON THE DISH LID AND ON DIVISION 7-THERMAL&MOISTURE BARRIER PUBLICATIONS,OWNER FURNISHED DRAWINGS,AND AS SPECIFIED.MOUNT MIRRORS PLUMB, IN LINE AND IN B. OWNER DIRECTIVES THE TEST KIT BOOKLET. RECORD THE STARTING DATE AND TIME AS WELL. ENSURE THAT THE SAME SCALE A MANNER THAT AVOIDS DISTORTING REFLECTED IMAGES 1. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION. THE PROJECT SUPERINTENDENT WILL BE AVAILABLE FOR RE-WEIGHING THE DISH, OR THE VALIDITY OF THIS TEST WILL BE COMPROMISED. A. ROOFING/FLASHING: 2. COMPLY WITH MASTIC MANUFACTURER'S PRINTED DIRECTIONS FOR PREPARATION AND SEALING OF MOUNT SHALL REMAIN ON SITE THROUGH THE MERCHANDISE DATE OR THE COMPLETION OF THE PUNCHLIST 4. CAREFULLY OPEN CONTAINER: REMOVE THE BLUE VINYL TAPE FROM THE DISH. BE CAREFUL NOT TO LOSE 1. GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON-SITE MANAGER FOR SPECIFICATIONS ON ROOF SURFACES BY SEALING DRYWALL,AND PLYWOOD, SUBSTRATES WITH DRYWALL AND PLYWOOD PAINT. WHICHEVER IS LAST TO OCCUR. THE TAPE AS YOU WILL NEED TO RESEAL THE DISH LATER. STORE THE DISH LID CAREFULLY AND STICK THE PATCHING OR NAME OF ROOFING CONTRACTOR TO CONTACT FOR REPAIRS. ALLOW PAINT TO DRY BEFORE APPLYING MIRROR MASTIC. 2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING IS TO BE FROM STRUCTURAL MALL BEAMS AND TOP TAPE ALONG THE SIDE OF THE PLASTIC. DOME TO KEEP IT SAFE. SOME PEOPLE PREFER TO TAPE THE DISH'S B. INSULATION: 3. MIRROR CHANNEL INSTALLATION: CHORD OF TRUSSES ONLY, NOT FROM MALL DECK. LID TO THE INSIDE OF THE DOME WHERE IT CAN BE READ THROUGH THE TOP.DO NOT TOUCH OR SPILL THE 1. GENERAL CONTRACTOR TO PROVIDE AND INSTALL RIGID AND/OR FULL BATT INSULATION AND 4 MIL a. TO PLYWOOD: DRILL,DO NOT DIMPLE,BACK LIP OF CHANNEL TO RECEIVE FASTENERS WITH HOLES 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-WALL BLOCKING FOR ALL ITEMS IN STORE. CALCIUM CHLORIDE. POLYETHELENE(VISQUEEN)VAPOR RETARDER AT WALLS AND CEILING AS REQUIRED BY LANDLORD AND PROPERLY SIZED AND SPACED TO RECEIVE FASTENERS.ATTACH MIRROR CHANNELS BY SCREW REVIEW DRAWINGS THOROUGHLY. 5. PLACE THE TEST KIT: PLACE THE OPEN DISH ON THE SLAB MAKING SURE THE CALCIUM CHLORIDE INSIDE IS CONSTRUCTION DRAWINGS. ATTACHING MIRROR CHANNEL THROUGH THE BACK LIP OF THE CHANNEL TO PLYWOOD SUBSTRATE INti a 4. ALL OWNER-FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. THE CONTRACTOR IS FAIRLY LEVEL. DO NOT SET THE KIT DIRECTLY OVER A CONTROL JOINT OR CRACK. REMOVE THE WHITE C. SEALANTS AND CAULKINGS: ACCORDANCE WITH THE FASTENER MANUFACTURERS WRITTEN INSTRUCTIONS. INSTALL THE WEB OF Y Y RESPONSIBLE TO UNLOAD, EXAMINE,AND TRANSPORT MATERIALS FROM THE POINT OF OFF-LOAD TO THE PAPER ON THE DOME,AND CENTER THE DOME OVER THE DISH. THE ONLY MOISTURE ABSORBED BY THE 1. THROUGHOUT THE WORK, SEAL AND CAULK JOINTS WHERE SHOWN ON THE DRAWINGS AND ELSEWHERE AS THE TOP CHANNEL 1/4"HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW THE RAISING OF THE a a JOBSITE OR STORAGE AREA AS APPLICABLE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE CALCIUM CHLORIDE MUST BE WITHIN THE 70 SQUARE INCH AREA OF THE DOME THAT IS IN CONTACT WITH REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR.ALL JOINTS ARE TO MIRROR IN TO THE TOP CHANNEL AND ITS SUBSEQUENT LOWERING INTO THE BOTTOM CHANNEL.AFTER U8 8 TRUCK DOCK OR OTHER LOCATION AS DIRECTED BY THE LANDLORD. THE CONCRETE SLAB. BE SEALED AND CAULKED,WHETHER SPECIFICALLY IDENTIFIED IN THIS SECTION OR NOT.APPROPRIATE INSTALLING FASTENERS PLACE MASKING TAPE OVER THE ENTIRE LENGTH OF THE BACK LIP OF THE 0 r t 5. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE,LOSS,THEFT, OR DESTRUCTION OF ALL 6. SEAL THE DOME TO SLAB: USING THE HANDLE OF YOUR WIRE BRUSH OR OTHER TOOL, FIRMLY SQUASH THE MATERIALS SHALL BE USED. CHANNEL COMPLETELY COVERING THE FASTENER HEADS TO PROTECT THE MIRROR FROM BEING r r 3 OWNER-FURNISHED MATERIALS. THE CONTRACTOR WILL BE BACK-CHARGED THE FULL COST OF GASKET UNDER THE FLANGES OF THE DOME. THE IDEAL INSTALLATION WILL SEAT THE OUTER FLANGE OF 2. DO NOT USE ANY MATERIAL WHICH HAS EXPIRED. CHIPPED IN SETTING.ADHERE SETTING BLOCKS AT QUARTER POINTS FOR BOTTOM MIRROR CHANNELS 0 � REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES. THE DOME TO THE SLAB. THEN THE GASKET MATERIAL WILL MOVE TO LINE UP WITH THE INSIDE EDGE OF 3. PROVIDE AND INSTALL ONLY MATERIALS WHICH ARE COMPATIBLE WITH EACH OTHER AND WITH THE RELATED USING ONLY 2 SETTING BLOCKS PER MIRROR PANEL. (I -� 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF EACH TRADE WITH OTHER THE DOME. PLACE YOUR HAND OVER THE DOME AND GENTLY APPLY PRESSURE. THERE SHOULD BE NO JOINT SUBSTRATES. b. TO DRYWALL:MARK THE LOCATIONS FOR THE STUD FASTENERS ON THE BACK LIP OF EACH MIRROR 0 y TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR CONFLICTS WHICH LEAKS IN THE GASKET. D.WEATHER BARRIERS CHANNEL AT EQUAL INTERVALS NOT OVER 8"ON CENTER,AND NOT MORE THAN 3"FROM ENDS PRIOR I 8 E RESULT FROM LACK OF COORDINATION OF THE INVOLVED TRADES. 7. EXPOSE THE TEST PROPERLY: PLACE THE OPTIONAL SAFETY CONE OVER THE DOME AND LET THE TEST WEATHER BARRIER MEMBRANE(DUPONT TYVEK COMMERCIALWRAP) TO DRILLING THE CHANNEL. DRILL AND COUNTERSINK, DO NOT DIMPLE BACK LIP OF CHANNEL TO I= 7. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE EXPERIENCED AND WHO EMPLOY REMAIN UNDISTURBED FOR 60 TO 72 HOURS. MOST MANUFACTURERS OF FLOORING PRODUCTS MANUFACTURER: DUPONT;4417 LANCASTER PIKE, CHESTNUT RUN PLAZA 728,WILMINGTON, DE 19805; RECEIVE STUD FASTENERS AT MARKED LOCATIONS WITH HOLES PROPERLY SIZED TO RECEIVE STUD EXPERIENCED TRADESMEN. RECOMMEND AT LEAST ONE KIT PER 1,000 SQUARE FEET. THE TEST ONLY MEASURES A SMALL AREA OF 1-800-44-TYVEK(8-9835); HTTP://WWW.CONSTRUCTION.TYVEK.COM FASTENERS.ATTACH MIRROR CHANNELS BY SCREW ATTACHING MIRROR CHANNEL THROUGH THE BACK tin 8. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CONSTRUCTION TECHNIQUES OR EQUIPMENT SLAB SURFACE AND MOISTURE LEVELS CAN VARY GREATLY OVER 1,000 SQ. FT. TEST SEVERAL AREAS INSTALLATION SHALL BE IN ACCORDANCE WITH WEATHER BARRIER MANUFACTURER'S INSTALLATION GUIDELINES LIP OF THE CHANNEL THROUGH DRYWALL, STUD FRAMING AND SHEET METAL BACKER PLATE DURING MALL OR STORE HOURS. WHENEVER POSSIBLE. AND RECOMMENDATIONS. SECURE USING WEATHER BARRIER MANUFACTURER RECOMMENDED FASTENERS, SUBSTRATES IN ACCORDANCE WITH THE FASTENERS MANUFACTURERS WRITTEN INSTRUCTIONS. o 9. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH THE LANDLORD AND THE ADJACENT 8. TERMINATE TEST AND CALCULATE:AFTER 60 TO 72 HOURS,CUT OPEN THE DOME AND CAREFULLY RETRIEVE SPACE 12-18 INCHES VERTICALLY ON CENTER ALONG STUD LINE,AND 24 INCHES ON CENTER,MAXIMUM (1) INSTALL THE WEB OF THE TOP CHANNEL 1/4"HIGHER THAN THE HEIGHT OF THE MIRROR TO ALLOW2 ,,, TENANTS IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND THE DISH. REPLACE THE LID AND SEAL IT BACK UP WITH THE BLUE TAPE. WEIGH THE DISH AGAIN ON THE HORIZONTALLY. THE RAISING OF THE MIRROR INTO THE TOP CHANNEL AND ITS SUBSEQUENT LOWERING ONTO THE z PROPERTY. IF SECURITY IS REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE,THIS COST WILL BE SAME GRAM SCALE. RECORD THE ENDING WEIGHT, DATE,AND TIME ON THE DISH LID AS WELL AS ON THE WEB OF THE BOTTOM CHANNEL.AFTER INSTALLING FASTENERS PLACE MASKING TAPE OVER THE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TEST KIT BOOKLET. FOLLOW THE INSTRUCTIONS IN THIS BOOKLET TO COMPUTE THE MOISTURE VAPOR DIVISION 8-DOORS AND WINDOWS ENTIRE LENGTH OF THE BACK LIP OF THE CHANNEL COMPLETELY COVERING THE FASTENER HEADS W 10. THE CONTRACTOR SHALL NOT UTILIZE GAS-OPERATED EQUIPMENT IN OCCUPIED SHOPPING CENTERS. THE EMISSION RATE. TO PROTECT THE MIRROR FROM BEING CHIPPED IN SETTING.ADHERE SETTING BLOCKS TO THE la CONTRACTOR SHALL WORK IN HARMONY WITH THE LANDLORD'S REQUIREMENTS RELATING TO NOISE C. CALCULATING RESULTS: USE THE FOLLOWING EQUATION TO DETERMINE THE VAPOR EMISSION VOLUME IN A. DOORS AND HARDWARE: WEB OF THE BOTTOM MIRROR CHANNELS, LOCATED AT QUARTER POINTS, USING 2 SETTING BLOCKS U `t ABATEMENT AND SAFETY. POUNDS PER 1,000 SQUARE FEET IN 24 HOURS. SEE FOOTNOTE. 1. DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS. PER MIRROR PANEL. CC c 8 =11. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVE USE BY STORE 2. HOLLOW METAL FRAMES: K.D.MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR SCHEDULE. 4. PROTECTION AND CLEANING Uj zo 3 to PERSONNEL DURING MERCHANDISING. THE CONTRACTOR SHALL INCLUDE IN THE BID A MINIMUM OF ONE EQUATION TO DETERMINE VAPOR NUMERIC EXAMPLE W/A 4.5 GAIN IN 64.5 HRS.(ALWAYS ROUND 3. LABELED DOORS:WHERE REQUIRED, PROVIDE U.L.LABEL DOORS AND FRAMES PER APPLICABLE STATE AND a. PROTECT MIRRORS FROM BREAKAGE AND CONTAMINATING SUBSTANCES U T 40-YARD DUMPSTER OR THE EQUIVALENT. IF THE SALES AREA EXCEEDS 8,000 SQUARE FEET,THE EMISSION IN POUNDS: TO THE NEAREST TENTH): LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE DOOR CLOSER. RESULTING FROM CONSTRUCTION OPERATIONS. USING CLEAN WARM WATER, c1) ai v CONTRACTOR SHALL INCLUDE ONE ADDITIONAL DUMPSTER. 4. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND PER CLEAN MIRRORS BY METHODS RECOMMENDED IN REFERENCED GLAZING in 12. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF ANY AND ALL OFF-SITE STORAGE OF WEIGHT GAIN X 118.932=POUNDS 4.5 X 118.932=8.3 MANUFACTURER'S RECOMMENDATIONS. STANDARDS. [ ^ • 2 1 OWNER SUPPLIED MATERIALS. TOTAL HOURS 64.5 B. WINDOWS/MIRRORS: SMI I Q ._.. C. LAYOUT OF WORK 1. GLASS -Y = o WEIGHT GAIN X 118.932= POUNDS PER 1,000 SQUARE FEET IN 24 U c2. u� 1. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT OF WORK. CONTRACTOR TOTAL HOURS HOURS a. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. SIZE AND NUMBER OF PIECES AS SHOWN ON 0 E L0 A TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES IMMEDIATELY. CONTRACTOR IS DRAWINGS. GLAZING CONTRACTOR TO PROVIDE AND INSTALL ALL GLAZING CHANNELS,GASKETS, Lo RESPONSIBLE FOR ANY ERROR RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR BLOCKING, ETC.,REQUIRED FOR COMPLETE INSTALLATION.PROVIDE NEAT, UNIFORM(1/4"WIDE UNLESS E U WILL NOT BE CONSIDERED SUBSEQUENTLY AS A BASIS FOR EXTRA COMPENSATION. D. PERFORM RELATIVE HUMIDITY TEST USING IN SITU PROBES ACCORDING TO ASTM F 2170.PROCEED WITH NOTED OTHERWISE)GAPS(INTERIOR LOCATIONS ONLY)BETWEEN GLASS PANES AND BETWEEN PANES (1) d) o "1 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, INSTALLATION ONLY AFTER SUBSTRATES HAVE A MAXIMUM RELATIVE HUMIDITY LEVEL ACCEPTABLE AND ADJACENT VERTICAL SURFACES. ..c 0 u OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, HE SHALL AT ONCE NOTIFY THE OWNER'S TO THE FLOORING MANUFACTURER. b. ARRISSED EDGE: EDGES TO BE DIAMOND GROUND 1/16"45 DEGREE BEVEL AT FRONT AND BACK FACES 07 ti »j CONSTRUCTION MANAGER. WITH ALL EXPOSED EDGES UNIFORMLY MACHINE POLISHED. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS,WELDERS,GENERATORS, E. FLOOR LEVELING ARDEX: c. OWNER REQUIRES THAT STOREFRONT GLASS NOT BOW MORE THAN +/-1/16"OUT OF VERTICAL. ETC.FOR COMPLETING PROJECT. 1. G.C.TO USE ARDEX FLOOR LEVELING SYSTEM-NO SUBSTITUTIONS. d. ALL GLASS TO BE SET IN GLAZING GASKETS THE SIZE AND SHAPE NECESSARY TO ACCOMPLISH GOOD D. CODES AND STANDARDS WORKMANSHIP. CAULKING NOT PERMITTED. 1. ALL WORK,MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES,STATE THE VAPRECISION ANHYDROUS CALCIUM CHLORIDE TEST KIT, INSTRUCTIONS,CALCULATIONS AND ALL OTHER C. WALL MOUNTED GLASS MIRRORS: AND LOCAL BUILDING CODES, LATEST EDITION,AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS. PRINTED INFORMATION ARE PROPERTY OF VAPRECISION TESTING SYSTEMS,COPYRIGHT 1994. REVISED AUGUST 1. QUALITY ASSURANCE 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO 1999. THE VAPRECISION ANHYDROUS CALCIUM CHLORIDE TEST KIT CONFORMS TO THE AMERICAN SOCIETY FOR a. INSTALLER QUALIFICATIONS:AN EXPERIENCED INSTALLER WHO HAS COMPLETED MIRROR GLAZING THE LOCAL AND STATE CODES,AND ALL GOVERNING CODES. TESTING&MATERIALS DOCUMENTATION ASTM E-1907-97 AND ASTM-F_1869-98 AND IS ACTUALLY PICTURED IN THE SIMILAR IN MATERIAL,DESIGN,AND EXTENT TO THAT INDICATED;WHOSE WORK HAS RESULTED IN W E. GENERAL CONDITIONS ASTM E-1907 SPECIFICATION. ASTM DOCUMENTS ARE THE COPYRIGHT PROPERTY OF ASTM,AND CAN BE MIRROR INSTALLATIONS WITH A RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL IN-SERVICE CK 1. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACTOR PURCHASED EASILY FROM THEIR WEB SITE AT WWW.ASTM.ORG. PERFORMANCE. FOR CONSTRUCTION"IS A PART OF THE CONTRACT DOCUMENTS. b. SOURCE LIMITATIONS FOR MIRRORS:OBTAIN MIRRORS FROM ONE SUPPLIER/MANUFACTURER FOR EACH < d M FOOTNOTE:THE FORMULA ABOVE COMPLIES TO ASTM DOCUMENTATION AS OF 8/99 AND DEDUCTS THE AREA OF THE TYPE OF MIRROR INDICATED. coU D Cy DIVISION 02 -SELECTIVE DEMOLITION CALCIUM CHLORIDE DISH IN CONTACT WITH THE SLAB. THERE IS A DEBATE REGARDING THIS ISSUE. TO CALCULATE c. SOURCE LIMITATIONS FOR GLAZING ACCESSORIES:OBTAIN GLAZING ACCESSORIES FROM ONE SOURCE N THE TEST RESULT WITHOUT DEDUCTING THE AREA OF THE DISH,USE 108.846 INSTEAD OF 118.932. FOR EACH TYPE OF ACCESSORY INDICATED. IICC a Z A. DEMOLITION AND SPACE PREPARATION d. GLAZING PUBLICATIONS:COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF THE FOLLOWING. O m a) 1. WITHIN FIVE(5)DAYS OF COMMENCEMENT OF CONSTRUCTION, OR WITHIN TWO(2)DAYS FOLLOWING WHERE RECOMMENDATIONS CONFLICT THE MORE STRINGENT SHALL APPLY. COMPLETION OF DEMOLITION,THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO THE DIVISION 4-MASONRY e. GLASS ASSOCIATION OF NORTH AMERICA(GANA):"GLAZING MANUAL"AND THE MIRROR DIVISION'S IIf ion CD (x OWNER'S CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASE-HOLD DIMENSIONS OR CONFLICTS OF MIRRORS, HANDLE WITH EXTREME CARE:TIPS FOR THE PROFESSIONAL ON THE CARE AND HANDLINGZ �./ Q A. THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK INDICATED ON THE PLANS, OR MIRRORS." It BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS(G.C.TO PAY SPECIALZ ATTENTION TO POP-UP CEILING AREAS,CEILING HEIGHTS,AND AVAILABLE HEIGHT FOR ROLL-UP ENTRANCE NOT INDICATED ON THE PLANS YET INCIDENTAL TO THE ACCOMPLISHMENT OF OTHER WORK. WHERE f. NATIONAL GLASS ASSOCIATION(NGA):"CUSTOM MIRRORS,FABRICATION AND INSTALLATION. la 0 - W GRILLES). APPLICABLE,MASONRY WORK SHALL MATCH EXISTING WORK. FINISH BRICK WORK SHALL BE NEATLY TOOTHED 2. DELIVERY,STORAGE,AND HANDLING. Z U Z 2. GENERAL CONTRACTOR IS TO CONTACT LANDLORD'S ON-SITE MANAGER PRIOR TO ANY DEMOLITION WORK INTO EXISTING MASONRY IF APPLICABLE. a. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS > cp TO DETERMINE THE AVAILABILITY OF DUMPSTER PLACEMENT, NOISE AND DUST ABATEMENT REQUIREMENTS, NEEDED TO PREVENT DAMAGE TO MIRRORS FROM CONDENSATION,TEMPERATURE CHANGES DIRECT > O < E5 . ETC. DIVISION 5-METALS EXPOSURE TO SUN, OR OTHER CAUSES. Z 3. GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM b. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING,STORING,AND DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF EGRESS FROM REQUIRED EXITS, A. STRUCTURAL STEEL: REFER TO STRUCTURAL DRAWINGS(WHERE APPLICABLE.) HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION OF SILVERING, DAMAGE TO EDGES,AND 0Q/ INCLUDING TEMPORARY LIGHTING AND SAFETY DEVICES,ALL IN ACCORDANCE WITH GOVERNING STATE AND B. METAL STUDS:GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR AS REQUIRED. INCLUDE ALL ABRASION OF GLASS SURFACES AND APPLIED COATINGS. STORE INDOORS, PROTECTED FROM LOCAL CODE AND LANDLORD REQUIREMENTS. ACCESSORIES,SUCH AS BRIDGING,TRACK,ETC. PROVIDE ALL MISCELLANEOUS BOLTS,CLIPS,ANCHORS,ANGLES, MOISTURE INCLUDING CONDENSATION. t/� 4. GENERAL CONTRACTOR TO ERECT BARRICADE AT STOREFRONT PER LANDLORD'S SPECIFICATIONS. BRACKETS,SLEEVES,FASTENERS,AND OTHER METAL ITEMS AS REQUIRED. WOOD STUDS MAY BE SUBSTITUTED 3. PROJECTION CONDITIONS:ENVIRONMENTAL LIMITATIONS-DO NOT INSTALL MIRRORED GLASS UNTIL IIIA ( ) C)- GENERAL CONTRACTOR TO INSTALL OWNER SUPPLIED BARRICADE SIGN(IF PROVIDED)AS SHOWN ON WHERE PERMISSIBLE BY CODES. AMBIENT TEMPERATURE AND HUMIDITY CONDITIONS ARE MAINTAINED AT LEVELS INDICATED FOR FINAL INSTRUCTIONS SENT WITH BID PACKAGES. 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF ANSI OCCUPANCY. 5. THE GENERAL CONTRACTOR SHALL REMOVE,REPAIR, RESTORE AND REPLACE WHERE NECESSARY OR CO "SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" 4. SILVERED FLAT GLASS MIRROR MATERIAL:6.0 MM THICK AND COMPLYING WITH ASTM C 1503, MIRROR SELECT INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL NECESSARY OPENINGS FOR ANY REQUIRED 2. STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE RUNNER TRACK WEB QUALITY FOR USE IN VISUALLY DEMANDING APPLICATIONS REQUIRING MINIMAL DISTORTIONS AND PURPOSE AND REPAIR,WHERE NECESSARY,AFTER CUTTING. INSOFAR AS POSSIBLE,ALL PROTRUSIONS, PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS. BLEMISHES. MARKS, CRACKS OR OTHER EVIDENCE OF A DEFICIENT OR DAMAGED CONDITION SHALL BE ELIMINATED 5. FABRICATION UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ARE SPLIT,CRACKED,CHIPPED,SPALLED, 3. FOR VERTICAL STUDS WHERE THERE IS NO SHEATHING ATTACHED(SUCH AS ABOVE THE CEILING,)OR WHERE a. CUTOUTS: FABRICATE CUTOUTS FOR NOTCHES AND HOLES IN MIRRORS WITHOUT MARRING VISIBLE BROKEN,MISSING,OR OUT OF LINE OR ADJUSTMENT,MECHANICALLY OR STRUCTURALLY UNSAFE OR SHEATHING IS ATTACHED TO ONLY ONE FACE, PROVIDE STANDARD BRIDGING AT 48"O.C.MAX.ATTACH PER SURFACES.LOCATE AND SIZE CUTOUTS SO THEY FIT CLOSELY AROUND PENETRATIONS IN MIRRORS. UNSOUND, BENT,TORN,OR OTHERWISE DEFICIENT OR INJURED IN ANY MANNER,SHALL BE REMOVED, MANUFACTURER'S SPECIFICATIONS. b. MIRROR EDGE TREATMENT:CUTTING AND POLISHING REPLACED,RESTORED,OR SATISFACTORILY REPAIRED AS DIRECTED BY THE OWNER'S CONSTRUCTION C. DECORATIVE METALS: INSTALL OWNER PROVIDED DECORATIVE METAL SUCH AS STAINLESS STEEL, PREFINISHED (1) TYPICAL MIRRORS:FLAT EDGES WHERE THE CLEAN CUT"SQUARE"EDGE OF THE GLASS IS FLAT MANAGER. METAL, ETC.AS INDICATED ON DRAWINGS, PER MANUFACTURER'S RECOMMENDATIONS. AND SURFACES EDGES ARE SLIGHTLY ARRISSED.AFTER GRINDING THE ARISSES, EDGES SHALL BE 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL LEASE-HOLD D. G.C. IS RESPONSIBLE TO PROVIDE PREFINISHED METAL STOREFRONT PANELS AND ANGLES. REFER TO FINISH POLISHED TO A HIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: INTERIOR WALLS, CEILINGS, FLOOR COVERINGS(ALL SCHEDULE AND INDIVIDUAL DETAILS FOR COLOR AND APPLICATION. APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. ADHESIVES),PLATFORMS, STORE-FRONTS,ETC. (UNLESS INDICATED OTHERWISE ON ARCHITECTURAL (2) BEVELED EDGED MIRRORS: PROVIDE BEVELED EDGED MIRRORS WHERE THE SURFACE EDGE OF DRAWINGS). ALL EXISTING UNUSED MECHANICAL,ELECTRICAL AND/OR PLUMBING FIXTURES AND THE GLASS IS BEVELED TO WIDTH INDICATED ON THE OWNER FURNISHED DRAWINGS.THE ANGLE EQUIPMENT, INCLUDING ABANDONED ROOFTOP HVAC EQUIPMENT AND CURBS(UNLESS INDICATED FORMED BY THE INTERSECTION OF THE PLANCE OF THE BEVEL WITH THE MAJOR SURFACE FACE OF i OTHERWISE ON MECHANICAL AND ELECTRICAL DRAWINGS)AND/OR SKYLIGHTS ARE TO BE REMOVED AND THE GLASS SHALL BE BETWEEN 3 TO 10 DEGREES.THE BEVELED SURFACE AND THE NOSE OF THE IX THE ROOF PATCHED PER ITEM#12 BELOW:CAPPING IS NOT PERMITTED! BEVEL SHALL BE POLISHED TO A HIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL LOOSE ITEMS SUCH AS, SIMILAR IN APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. BUT NOT LIMITED TO:TRADE FIXTURES, MISCELLANEOUS DECORATIONS,KITCHEN EQUIPMENT, ETC. (3) EDGE SEALING: IMMEDIATELY AFTER CUTTING THE FINAL SIZES,AND APPLYING EDGE TREATMENT; Y 8. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT, PLUMBING LINES AND MECHANICAL DUCTWORK MUST FACTORY SEAL EDGES OF MIRRORS WITH EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC .1 BE REMOVED TO THE POINT OF ORIGIN. PENETRATION OF GLASS COATING. < Z CO.-: 9. INFORM THE LANDLORD'S ON-SITE MANAGER OF ANY UTILITY NEEDING TO BE DISCONNECTED OR CAPPED, 6. MISCELLANEOUS MATERIALS a PRIOR TO DOING SO. a. SETTING BLOCK: NON-RUBBER OR NON-NEOPRENE BASED ELASTOMERIC MATERIAL MANUFACTURED 0 Y 10. GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR FOR SETTING SILVERED FLAT GLASS MIRRORS,COMPATIBLE WITH ADHESIVE USED FOR PLACEMENT, V DISRUPT UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER WITH A TYPE A SHORE DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. 1/8"WIDE X 1/4"HIGH X 4"LONG. W MALL SPACES OR OTHER TENANTS(G.C.WILL BEAR SOLE RESPONSIBILITY FOR ANY SUCH DAMAGE OR b. EDGE SEALER:COATING COMPATIBLE WITH GLASS COATING AND APPROVED BY MIRROR U 1 DISRUPTION). MANUFACTURER FOR USE IN PROTECTING AGAINST SILVER DETERIORATION AT MIRROR EDGES. f < 11. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE CONCRETE SLAB FOR NEW FLOOR FINISHES. PATCH, c. MIRROR MASTIC: PALMER PRODUCTS CORP., "MIRROR-MASTIC", (502)893-3668, (800)431-6151, FAX(502) �,�,/ 0 REPAIR AND LEVEL EXISTING SLAB. INFORM OWNER OF ANY IRREGULARITIES IN EXISTING SLAB 895-9253. IMMEDIATELY. REFER TO FINISH SPECIFICATIONS FOR SPECS OF"MEGASEAL"'EPDXY TO FILL CRACKS AND d. d. DRYWALL AND PLYWOOD PAINT(POROUS SUBSTRATE PRIMER): PALMER PRODUCTS CORP. >Z HOLES. "MIRROR-MASTIC BOND",(502)893-3668,(800)431-6151,FAX(502)895-9253. 0 12. GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR EXISTING FLOOR SLAB,TENANT 2 SEPARATION WALLS AND ROOF DECK AFTER COMPLETION OF DEMOLITION AND PRIOR TO COMMENCEMENT e. TOP AND BOTTOM ALUMINUM J CHANNELS:ALUMINUM EXTRUSIONS WITH A RETURN DEEP ENOUGH TO ..1.. OF NEW CONSTRUCTION (G.C.MUST CONTACT LANDLORD PRIOR TO ANY ROOF WORK AND COORDINATE PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6 MM THICK MIRRORS AND HEAVY BODIED MIRROR U W CO ACCORDINGLY). MASTIC SPECIFIED AND IN A SINGLE PIECE.THE ENDS OF THE BACK LIPS OF ALL CHANNELS SHALL BE Z 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST INFORM OWNER'S FACTORY SNIPPED AND FILED SO THAT THEY WILL NOT BE SEEN AFTER INSTALLATION. CONSTRUCTION MANAGER OF THE EXTENT OF SUCH WORK, PRIOR TO BIDDING. (1) BOTTOM TRIM: C.R. LAURENCE CO. INC., 1/4"STANDARD"J"CHANNEL(CATALOG NUMBER D636P Q 14. GENERAL CONTRACTOR IS TO DETERMINE HIS RESPONSIBILITY FOR THE FLOOR SLAB AND TENANT POLISHED FINISH),(800)421-6144, FAX(800)262-3299.J-CHANNELS FORMED WITH FRONT LEG AND < C•0 CC SEPARATION WALL INSTALLATION OR MODIFICATIONS WITH LANDLORD AND OWNER'S CONSTRUCTION BACK LEG NOT LESS THAN 3/8"AND 7/8"IN HEIGHT,RESPECTIVELY. MANAGER TO MEET ALL TENANT IMPROVEMENT CRITERIA AND RESPONSIBILITY SET BY THE LANDLORD OR 2 TOP TRIM:C.R. LAURENCE CO. INC., 1/4"DEEP NOSE"J"CHANNEL(CATALOG NUMBER D645P D • OWNER. GENERAL CONTRACTOR IS TO VERIFY THE ACTUAL CONDITION OF THE PERIMETER TENANT { } '09 'ARO SEPARATION WALLS AND/OR FLOOR SLAB PRIOR TO BIDDING. BID IS TO INCLUDE ALL WORK REQUIRED. POLISHED FINISH),(800)421-6144, FAX(800)262-3299.J-CHANNELS FORMED WITH FRONT LEG AND f7f0 15. IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF CONSTRUCTION JOB BACK LEG NOT LESS THAN 5/8"AND 1-3/16"IN HEIGHT, RESPECTIVELY. C5 <' SUPERVISOR TO VERIFY AND ADVISE OWNER'S CONSTRUCTION MANAGER. f. STUD FASTENERS: PROVIDE#6 GAGE DIAMETER, 1-5/8" LONG, PHILLIPS BUGLE HEAD, SLEF-DRILLING a. OVERALL WIDTH (FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL TO FACE OF GYPSUM BOARD TYPE, FINE THREADED STEEL SCREW FASTENERS IN QUANTITY AS REQUIRED FOR SUPPORT AND GE- .SHREMSNO ON TENANT SEPARATION WALL). FASTENING OF WOOD TRIMS AND MIRRORS CHANNELS TO DRYWALL STUD FRAMING AND SHEET METAL b. OVERALL LENGTH(LEASE LINE TO INNER-FACE OF GYPSUM BOARD ON REAR WALL.) BACKER PLATES. HILTI KWI-PRO SELF DRILL DRYWALL SCREWS,ORDERING NAME:6"X 1`-5/8"PBH SD, c. ANY AND ALL COLUMN LOCATIONS-FREE STANDING OR PROJECTING. ITEM#:00086216;HILT!CORPORATION(800)879-8000. cfi 4/ d. AVAILABLE CLEAR HEIGHT FOR GRILLE AND CEILING AS DIMENSIONED ON DRAWINGS. g. PLASTIC WOOD FILLER:COMMERCIAL QUALITY WOOD FILLER SPECIFICALLY MANUFACTURED TO �� ADVANCE THE FINAL BUILD AND SMOOTHNESS OF THE INSTALLED WOOD TRIM SURFACE BY FILLING 80F© , DIVISION 03-CONCRETE DENTS, SCRATCHES, MITER JOINTS,AND VOIDS ABOVE COUNTERSUNK FASTENER HEADS.THE SELECTED FILLER SHALL BE EITHER NEUTRAL OR TINTED TO MATCH THE COLOR OF THE WOOD TRIM. 02/22/2018 A. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A NEW CONCRETE SLAB IS REQUIRED IN ALL OR PART OF h. PLYWOOD FASTENERS: PROVIDE MINIMUM#6 GAGE DIAMETER, PHILLIPS FLAT HEAD, SHARP POINTED, THE LEASED SPACE.SUCH FLOOR SLAB SHALL BE INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS,LOCAL COARSE THREADED,STEEL WOOD SCREW FASTENERS IN QUANTITY AS REQUIRED. FURNISH PLYWOOD ©2018 THE ARCHITECT IENGINEER ASSUMES NO CODES,OR COMMON STANDARDS OF PRACTICE TO THE LOCALITY OF THE PROJECT OR WHICHEVER IS STRICTER. FASTENERS IN LENGTH AS REQUIRED TO SPAN THROUGH WOOD MIRROR TRIM,AND MIRROR CHANNELS, RESPPOE SIBIULANS ORALIABIPROJECT OTHEU USE HAN IN THE ABSENCE OF THE ABOVE,THE CONTRACTOR SHALL CONTACT THE OWNER FOR DIRECTION.MINIMUM PLUS 3/4". SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE REQUIREMENTS FOR THE FLOOR SLABS ON GRADE SHALL BE FOUR INCH THICK CONCRETE SLAB REINFORCED 7. EXAMINATION STATE,PROVINCE OR TERRITORY SHOWN ON THE WITH 6"X 6"W.W.F.;CONCRETE TO BE 3,500 PSI OR HIGHER PLACED OVER COMPACTED SAND/AGGREGATE BASE. a. EXAMINE SUBSTRATES,OVER WHICH MIRRORS ARE TO BE MOUNTED,WITH INSTALLER PRESENT,FOR SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN M PROVIDE 10 MIL VAPOR RETARDER LOCATED IN CENTER OF THE COMPACTED SAND/AGGRETATE BASE.THE SOIL COMPLIANCE WITH INSTALLATION TOLERANCES, SUBSTRATE PREPARATION,AND OTHER CONDITIONS AREAS MEETING THE STATED DESIGN CRITERIAso . O SHALL BE INSECT TREATED IF CUSTOMARY TO THE LOCALITY OR AS REQUIRED BY LANDLORD.APPROVED AFFECTING PERFORMANCE. SAI # 180069 N CONCRETE MOISTURE TEST PROCEDURES ARE OUTLINED IN SECTIONS B&0 BELOW. (1) VERIFY COMPATIBILITY AND SUITABILITY OF SUBSTRATES, INCLUDING COMPATIBILITY OF MIRROR N MASTIC WITH EXISTING FINISHES OR PRIMERS. PROCEED WITH MIRRORED GLASS INSTALLATION N B. ANHYDROUS CALCIUM CHLORIDE CONCRETE MOISTURE VAPOR EMISSION TEST KIT CONDUCTING THE MOISTURE DRAWING NUMBER: - o TEST ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DRY. w I-- I-- 0 A900 -J _ a 6 - E. ALUMINUM-FRAMED ENTRANCES&STOREFRONTS: MATERIALS AND FINISHES WHEN APPLICABLE. 10. PAINT ADDITIVES ARE PROHIBITED. a. NON-SALES CEILING:AS SCHEDULED OR EQUAL.CLASS"A"RATING. 11. COLORS FOR INDIVIDUAL ITEMS SHALL BE AS SPECIFIED IN THE 1. GENERAL: INSTALL G.C. SUPPLIED EXTRUDED ALUMINUM ENTRANCE SYSTEM b. WHEN A ONE-HOUR FIRE-RATED CEILING ASSEMBLY IS REQUIRED BY LANDLORD, FINISH PAINTING SCHEDULE,OF THIS SPECIFICATION AND/OR THE b cp WITH DOORS,FRAMES, HARDWARE,AND ACCESSORIES AS REQUIRED FOR STATE OR LOCAL CODES,THEN GENERAL CONTRACTOR IS TO CONFORM WITH PAINTING SCHEDULE SUBMITTED AS A PART OF THE SCOPE OF Z COMPLETE WEATHERTIGHT INSTALLATION. UNDERWRITER'S LABORATORIES DESIGN FOR A ONE-HOUR RATED ASSEMBLY AS WORK DOCUMENTS WITH THE SCOPE OF WORK SCHEDULE TAKING O U) N 2. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERSSCPRECEDENCE.COLORS SHALL NOT BE SUBSTITUTED. (/7 - hlHEDULED. ASSOCIATION (AAMA)"ALUMINUM STORE FRONT AND ENTRANCE MANUAL." c. G.C.TO PROVIDE ONE BOX OF THE SPECIFIED CEILING TILES ON SITE FOR 12. SURFACES NOT TO BE PAINTED SHALL BE PROTECTED DURING CLEANING&PAINTING OPERATIONS. W W N 3. CODES AND REGULATIONS:COMPLY WITH APPLICABLE CODES AND REGULATIONS. 13. BEFORE ANY SURFACE IS COATED, IT SHALL BE CLEANED CAREFULLY OF 4. SUBMITTALS:NOT REQUIRED. FUTURE USE. ALL DUST,DIRT,GREASE,LOOSE RUST,MILL SCALE,OLD PAINT,ETC. 0 5. INSTALLATION WARRANTY 14. ALL CLEANED METAL SHALL BE PRIME COATED,AS SPECIFIED, 6. MANUFACTURER:OLD CASTLE IMMEDIATELY AFTER CLEANING TO PREVENT NEW RUSTING OR 7. STOREFRONT:EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. A. WOOD PLANK FLOORING OXIDATION OF CLEANED SURFACES. a. ALUMINUM TYPE:AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED,BUT NOT LESS 1 GENERAL:PROVIDE SHOP FINISHED PRE-ENGINEERED WOOD PLANK FLOORING SYSTEM 15. SURFACES WITH ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. THAN EXTRUDED ALUMINUM,ASTM 8221,6061 OR 6063 ALLOY AND T5 OR T6 TEMPER. 2.SUBMITTALS: FURNISH MANUFACTURER'S LITERATURE AND SAMPLES OF WOOD 15.1 SURFACE PREPARATION(ALL METAL AND WOOD SURFACES) 8. FINISH: BRUSHED STAINLESS. a. SOLVENT CLEANING SSPC-SP1 -THIS IS A METHOD FOR REMOVING OIL,GREASE,DRAWING AND CUTTING 9. GLAZING:ASTM C1048,PROVIDE FULLY TEMPERED SELECT GLAZING QUALITY CLEAR FLOAT GLASS;NOMINAL 1/2" FLOORING AND EXPOSED ACCESSORIES,INCLUDING FINISH. FLUIDS FROM THE SURFACE.A COMPLETE DESCRIPTION OF THE PROCEDURES CAN BE FOUND IN STEEL SAFETY GLASS UNLESS OTHERWISE INDICATED. 3..PROJECT CONDITIONS:PRIOR TO INSTALLATION OF ANY FLOORING,GC MUST ENSURE STRUCTURES PANTING COUNCIL SPECIFICATION"SSPC-SP-1 SOLVENT CLEANING" a. APPLIED GLAZING FILM:SUPPLY&APPLY 3M FILM ON ALUMINUM FRAMED STOREFRONT GLASS WHERE THAT THE JOBSITE AND SUB-FLOOR MEET THE REQUIREMENTS OF THE FOLLOWING b. EMULSIFIER SOLVENT CLEANING-ALL AREAS TO BE PAINTED SHOULD BE CLEANED THOROUGHLY WITH A INDICATED ON DRAWINGS. INSTRUCTION. SOLUTION OF OIL AND GREASE EMULSIFIER.THIS CLEANER EMULSIFIES ALL OF THE OILY SUBSTANCE 10. GLAZING ACCESSORIES:OF TYPE RECOMMENDED BY MANUFACTURER TO SUIT SECURITY LOCATIONS AND a. G.C.TO PERFORM MOISTURE TEST ON ALL CONCRETE FLOORS AS DIRECTED BY CONVERTING IT TO SOAP AND FLOATS IF OUT OF THE SURFACE.THOROUGHLY SCRUB ALL AREAS UNTIL 0 0 E E APPLICATIONS FOR DRY GLAZING INSTALLATION. NWFA AND INSTALL BOSTIK MVP4 VAPOR BARRIER.MOISTURE CONTENT OF WOOD SURFACE APPEARS CLEAN,AND THE RINSE WELL WITH CLEAN WATER.THIS PROCESS SHOULD BE P.U 0 11. MISCELLANEOUS MATERIALS: SUB-FLOOR MUST NOT EXCEED 12%AND CONCRETE MOISTURE CONTENT MUST REPEATED TO ENSURE THAT THERE ARE NO OTHER OILY CONTAMINANTS REMAINING. < ¢ s 13 a. STEEL REINFORCEMENT AND BRACKETS:MANUFACTURER'S STANDARD WITH MINIMUM 2 OZ. HOT-DIP ZINC NOT EXCEED 3LBS.b.G.C.TO PROVIDE MOISTURE TEST REPORT TO 15.2 WALLS AND COLUMNS-EGGSHELL FINISHU8• E E COATING,ASTM A123,APPLIED AFTER FABRICATION. CONSTRUCTION MANAGER IMMEDIATELY AFTER DEMOLITION AND/OR 1 WEEK a. PRIMER:APPLY ONE(1)COAT OF ULTRA SPEC UNDERCOATER&PRIMER SEALER(PRODUCT#N53400)AT A y N b. BITUMINOUS PAINT:COLD-APPLIED MASTIC,SSPC PAINT 12,COMPOUNDED FOR 30 MIL THICKNESS PER PRIOR TO FLOOR INSTALLATION. IF THE G.C.FAILS TO PROVIDE REPORT,ANY WET FILM THICKNESS OF 3.6 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. 1 E o COAT. FLOOR FAILURE ATTRIBUTED TO MOISTURE, IT WILL BE THE RESPONSIBILITY OF (TINT PRIMER ONE SHADE LIGHTER THAN FINISH COAT). 0F. c c. FLASHING: INSTALL SUB-SILL FLASHING MEMBERS;MINIMUM 22 GAGE SHEET ALUMINUM OF SIZES AND THE G.C.TO REPLACE(LABOR AND MATERIAL). b. FINISH:APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR PAINT EGGSHELL FINISH(549)AT A cn -i SHAPES INDICATED AND AS REQUIRED TO DRAIN WATER TO EXTERIOR;MATCH ADJACENT ALUMINUM b. ALL WORK INVOLVING WATER OR MOISTURE SHOULD BE COMPLETED BEFORE WET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.5 MILS PER COAT. a .c il t5, MEMBER FINISH. FLOOR INSTALLATION. c. APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH PREMIUM QUALITY I d. ANCHORING DEVICES:CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING ENTRANCE SYSTEM AND c. ROOM TEMPERATURE AND HUMIDITY OF INSTALLATION AREA SHOULD BE NYLON/POLYESTER BRUSH. FIRST COAT MAY BE SPRAYED, BUT BACKROLL WITH SOFT WOVEN COVER NO SUPERIMPOSED DESIGN LOADS;DESIGN TO ALLOW ADJUSTMENTS OF SYSTEM PRIOR TO BEING CONSISTENT WITH NORMAL,YEAR-ROUND LIVING CONDITIONS FOR AT LEAST A LARGER THAN 'Y2"NAP TO MINIMIZE TEXTURE.SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. PERMANENTLY FASTENED IN PLACE. WEEK BEFORE INSTALLATION. ROOM TEMPERATURE OF 60 TO 70 DEGREE F AND 15.3 CEILINGS AND SOFFITS-FLAT FINISH ti) 12. FABRICATION: HUMIDITY RANGE OF 40 TO 60% IS RECOMMENDED. a. PRIMER:APPLY ONE(1)COAT OF ULTRA SPEC UNDERCOATER&PRIMER SEALER(PRODUCT#N53400)AT A a. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING CONTINUITY OF LINE WET FILM THICKNESS OF 3.6 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. o d.G.C.TO STORE FLOORING AT INSTALLATION SITE FOR 72 HOURS BEFORE r) AND DESIGN;ENSURE JOINTS AND CONNECTIONS ARE FLUSH, 1/64th INCH MAX.AND WEATHERPROOF.NO INSTALLATION TO ALLOW FLOORING TO ADJUST TO ROOM TEMPERATURE AND (TINT PRIMER ONE SHADE LIGHTER THAN FINISH COAT). 2 �t CAULK AT ANY JOINTS OR CONNECTIONS.NO EXCEPTIONS! b. FINISH:APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR PAINT FLAT FINISH(547)AT A WET HUMIDITY. DO NOT STORE DIRECTLY ON CONCRETE OR NEAR OUTSIDE WALLS. 0 b. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS WHICH WILL FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. THIS FLOORING MAY NOT BE ACCEPTABLE FOR FULL BATHROOM INSTALLATIONS c PREVENT CORROSION. c. APPLICATION: BRUSH SMALL AREAS AND AROUND TRIM AND CEILING WITH PREMIUM QUALITY BECAUSE OF MOISTURE ASSOCIATED WITH SUCH LOCATIONS. 13. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING ENTRANCES, IN NYLON/POLYESTER BRUSH.FIRST COAT MAY BE SPRAYED,BUT BACKROLL WITH SOFT WOVEN COVER NO Ili la e.COMMENCEMENT OF WORK IS ACCEPTANCE OF CONDITIONS. 4 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN REQUIREMENTS INDICATED, LARGER THAN 'A"NAP TO MINIMIZE TEXTURE.SECOND COAT SHALL BE APPLIED BY ROLLER ONLY. U 4.MANUFACTURERS:REFER TO FINISH SCHEDULE. CCc 3 `r' FOR WEATHERTIGHT INSTALLATION. 15.4 WALL BASE,CASING,AND TRIM-SEMI GLOSS FINISH - cu TONGUE AND GROOVED EDGES WITH SHOP AS INDICATED ON DRAWINGS,, a. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; MAINTAIN DIMENSIONAL 5. a. PRIMER:APPLY ONE(1)COAT OF ULTRA SPEC UNDERCOATER&PRIMER SEALER(PRODUCT#N53400)AT A co. TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. APPLIED ACRYLIC IMPREGNATED FINISH INTENDED FOR DIRECT ADHESIVE WET FILM THICKNESS OF 3.6 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.1 MILS PER COAT. I f'j Loo vr b. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN ASSEMBLIES TO BUILDING. APPLICATION TO CONCRETE. (TINT PRIMER ONE SHADE LIGHTER THAN FINISH COAT). ) ai 4 c. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,USING PROPER 6.ADHESIVE:AS RECOMMENDED BY MANUFACTURER TO ENSURE MAXIMUM DURABILITY b. FINISH:APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR PAINT SEMI-GLOSS FINISH(551)AT A = 65 7 TEMPLATES.COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700. OVER TIME; NONTOXIC,WATERPROOF TYPE SUITABLE FOR FLOORING,SUBSTRATE, WET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. tim) . w d. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND,JOINT FILLERS OR GASKETS TO PROVIDE AND ACCEPTABLE TO APPLICABLE AUTHORITIES. c. APPLICATION:BRUSH APPLY WITH PREMIUM QUALITY NYLON/POLYESTER BRUSH.PRIMER MAY BE Q - WEATHERTIGHT CONSTRUCTION. 7.MOISTURE VAPOR PROTECTION:BOSTIK MVP4 MOISTURE BARRIER OR AS SPRAYED.ALWAYS KEEP A WET EDGE DURING APPLICATION.A MAXIMUM OF ONE PINT PER GALLON OF U o. o e. GLASS INSTALLATION:COMPLY WITH GANA GLAZING MANUAL AND GLAZING MANUFACTURER RECOMMENDED BY MANUFACTURER;ONE-PART,TROWEL APPLIED,ELASTOMERIC, CLEAN WATER MAY BE ADDED FOR A DESIRED CONSISTENCY AND FLOW. 0 cE10 INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. MOISTURE CURE URETHANE MEMBRANE. APPLY WITH 3/16"X 5/32"V-NOTCH TROWEL 15.5 METAL DOORS AND METAL DOOR JAMBS-SEMI GLOSS FINISH C (o u� u. IS RECOMMENDED. a. PRIMER ON NEW DOORS:APPLY ONE(1)COAT OF ULTRA SPEC ACRYLIC METAL PRIMER(PO4)AT A WET FILM E 8.SUBFLOOR FILLER:PREMIX LATEX REQUIRING WATER ONLY TO PRODUCE THICKNESS OF 4.0-4.5 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.7-2.3 MILS PER COAT.(TINT 0)) �t F. ALL-GLASS ENTRANCES&STOREFRONTS: CEMENTITIOUS PASTE. PRIMER ONE SHADE LIGHTER THAN FINISH COAT). ..c 0 (To 9. DIVIDER STRIPS:TYPE AS INDICATED,AS SELECTED BY ARCHITECT FROM b. PRIMER ON EXISTING FACTORY FINISHED DOORS:APPLY ONE(1)COAT OF STIX WATERBORNE PRIMER (1) r` MANUFACTURER'S FULL RANGE OF EDGE STRIPS WHERE NOT OTHERWISE INDICATED. (XA05).ALLOW 3 HOURS TO DRY THEN APPLY 1-2 COATS OF REGAL SELECT SEMI-GLOSS IN THE SPECIFIED 1. GENERAL:SECTION INCLUDES:PROVIDE SPECIAL FRAMELESS ALL-GLASS ENTRANCES AND STOREFRONTS, 10.PREPARATION:BROOM CLEAN SUBSTRATE SURFACE AND ENSURE FLOOR SURFACE IS COLOR INCLUDING SAFETY GLASS DOORS,RELATED HARDWARE,ADJACENT GLAZING AND ACCESSORIES ASSMOOTH AND FLAT TO PLUS OR MINUS 1/8"PER 10'-0",FREE OF OIL,GREASE, DUST c. FINISH:APPLY TWO(2)COATS OF REGAL SELECT PREMIUM INTERIOR PAINT SEMI-GLOSS FINISH(551)AT A REQUIRED FOR COMPLETE,OPERATIONAL INSTALLATION. AND FOREIGN SUBSTANCE.USE LATEX FILLER TO PATCH CRACKS AND SMALL HOLES, WET FILM THICKNESS OF 3.8 MILS PER COAT TO ACHIEVE A DRY FILM THICKNESS OF 1.4 MILS PER COAT. 2. REFERENCES d. APPLICATION:FOR JAMBS:BRUSH APPLY WITH PREMIUM QUALITY NYLON/POLYESTER AND FOR MINOR LEVELING. a. GLASS ASSOCIATION OF NORTH AMERICA(GANA):GLAZING MANUAL. BRUSH.ALWAYS KEEP A WET EDGE DURING APPLICATION.FOR DOORS,A SOFT WOVEN COVER OF NO a. GRIND CONCRETE WHERE RIDGES AND IRREGULARITIES PROVIDE b. BUILDERS HARDWARE MANUFACTURERS ASSOCIATION(BHMA):BHMA 1301/ANSI A156.18,STANDARDS FOR MATERIALS AND FINISHES. MORE THAN'A"IS RECOMMENDED FOR A SMOOTH APPEARANCE.A MAXIMUM OF ONE PINT PER GALLON 3. SYSTEM DESCRIPTION UNSATISFACTORY SUBSTRATE FOR WOOD STRIP FLOORING.BUFF CONCRETE WITH OF CLEAN WATER MAY BE ADDED FOR A DESIRED CONSISTENCY AND FLOW.. W 0 THEN VACUUM AND WIPE THOROUGHLY WITH LACQUER GRIT SCREEN, a. PERFORMANCE REQUIREMENTS:PROVIDE ASSEMBLIES CAPABLE OF WITHSTANDING MINIMUM UNIFORM TEST PRESSURE OF 20 PSF AN 8015.6 NOTES AND CAUTIONS CK Ct INWARD AND OUTWARD PRESSURE WHEN TESTED IN ACCORDANCE WITH ASTM E330. THINNER. a. ENSURE PROPER CONDITIONS FOR APPLICATION-BEFORE ANY SURFACE IS COATED, IT SHALL BE 4. SUBMITTALS 11.INSTALLATION:COMPLY WITH MANUFACTURER RECOMMENDATIONS AND INSTALLATION CLEANED OF ALL DUST, DIRT,GREASE,LOOSE RUST, MILL SCALE,LOOSE PAINT, ETC. IMPERFECTIONS AND r^X a. PRODUCT DATA:FURNISH MANUFACTURER'S LITERATURE. INSTRUCTION FOR DIRECT APPLICATION OF WOOD STRIP FLOORING OVER CONCRETE. HOLES IS SURFACES TO BE COATED SHALL BE CLEANED AND FILLED IN AN APPROVED MANNER. D N b. SHOP DRAWINGS:INDICATE COMPONENT DETAILS,MATERIALS,FINISHES,DIMENSIONS,HARDWARE AND a. INSPECT FLOORING MATERIAL FOR CORRECT TYPE,QUANTITY AND DAMAGE. b. ALL PROJECTS SHOULD BE INSPECTED -AT VARIOUS STAGES OF SURFACE PREPARATION AND COATING N FITTINGS,AND METHOD OF ANCHORAGE. b. PROVIDE AT LEAST 1/2"EXPANSION SPACE BETWEEN FLOORING AND ALL WALLS APPLICATION.INSPECTIONS SHOULD BE CARRIED OUT BY G.C. INSPECTION&OWNERS REP.OR BY OUTSIDE ?` c. SAMPLES:FURNISH SAMPLES OF METAL FINISH. AND VERTICAL OBJECTS. INSPECTION FIRMS. 5. QUALITY ASSURANCE c. ENSURE JOINTS OF WOOD FLOORING ARE IN LINE; ENSURE FULL ADHESIVE c. CLEAN ANY BOLTS AND PAINT THEM USING A BRUSH-COLORS SHOULD BE DEGREASED BEFORE PRIMING. r/'�V J 0 coco C) - a. INSTALLER QUALIFICATIONS:FIRM WITH MINIMUM FIVE YEARS SUCCESSFUL EXPERIENCE IN INSTALLATION OF ENTRANCES SIMILAR TO CONTACT FOR PERMANENT BOND TO SUBSTRATE.WHEN INSTALLING DIRECT TO THE PRIMER AND TOPCOATS SHOULD BE APPLIED BY BRUSH TO ACHIEVE COMPLETE AND UNIFORM /in THOSE SPECIFIED;APPROVED BY SYSTEM MANUFACTURER. CONCRETE,IT IS RECOMMENDED BLUE PAINTERS TAPE BE USED TO HOLD THE COVERAGE. Z C7 I 0 I- b. REGULATORY REQUIREMENTS:COMPLY WITH REQUIREMENTS OF APPLICABLE BUILDING CODES AND AMERICANS WITH DISABILITIES FLOORING TOGETHER WHILE ADHESIVE IS WET.THIS WILL KEEP THE FLOOR d. MASK FAYING SURFACES AFTER PRIMING-IF FAYING SURFACES ARE TO BE PRIMED,THEY MUST BE ACT ACCESSIBILITY GUIDELINES(ADAAG)TO ENSURE ACCESS TO PERSONS WITH DISABILITIES. TIGHT AND CRACKS TO A MINIMUM.REMOVE BLUE TAPE WITHIN 8 HOURS. MASKED AFTER PRIMING TO PREVENT TOPCOATING OF THE FAYING SURFACES.APPLICATION OF THEIN Ci - 6. PROJECT CONDITIONS d.LAY FLOORING SYMMETRICAL ABOUT ROOM CENTER LINE;FIT NEATLY TO TOPCOAT TO A FAYING SURFACE MY LEAD TO LOOSENING OF FRICTION JOINTS. (�(�� --4-0 a. CHECK OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION TO ENSURE PROPER FITTING AND TIGHT JOINTS;COORDINATE VERTICAL INTERRUPTIONS. e. ENSURE ADEQUATE VENTILATION-ADEQUATE VENTILATION WHILE APPLYING AND CURING COATINGS IS 1- (f)Q Z FABRICATION WITH SHOP DRAWINGS OF ADJACENT CONSTRUCTION WHERE NECESSARY TO AVOID DELAYS. e.ALL BOARDS THAT ARE CUT SHOULD BE HAND BEVELED OR DRAGGED,AND IMPORTANT FOR HEALTH AND SAFETY REASONS AND TO ENSURE PROPER CURING OF THE COATING. 0 7. MANUFACTURERS: COLORED TO MATCH OTHER FLOORING BOARDS USING BLEED KIT SUPPLIED WITH WHEN APPLYING COATINGS!N CONFINED SPACES,SOLVENT VAPORS MAY ACCUMULATE,LEADING TO "�`� a. OLD CASTLE,C.R.LAURENCE CO.OR APPROVED EQUAL. THE FLOORING. INTOXICATION OF WORKERS OR FIRE AND EXPLOSION.FLAMMABLE SOLVENTS AND THE ATOMIZED f. BOARDS THAT MEET PERPENDICULAR OR AT ANY OTHER ANGLE ARE TO BE COATINGS ARE GENERALLY HEAVIER THAN AIR AND TEND TO SETTLE IN THE LOWER AREAS OF CONFINED 0c/ TONGUE AND GROOVED TOGETHER. CONSIDER THIS WHEN DESIGNING AND INSTALLING THE VENTILATION SYSTEM. T g. CLEAN ALL ADHESIVE OFF THE FINISHED FLOORING WITH MINERAL SPIRITS f. PAINT BEFORE INSTALLING HARDWARE. r�J`"� MAKING SURE NOT TO RUB TOO AGGRESSIVELY WHICH COULD DAMAGE THE (I) (4 Cl" DIVISION 9-FINISHES FINISH AND/OR REMOVE THE COLOR FROM THE FLOORING. Q 1.0 h.PROVIDE DIVIDER STRIPS WHERE FLOORING TERMINATES WITH TILE OR OTHER A. GYPSUM DRYWALL: FLOOR FINISHES. DIVISION 10-SPECIALTIES 1.0 1. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH (1)DIVIDER STRIPS MANUFACTURER: 0) PARTITION FRAMING,CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, MANHATTAN AMERICAN TERRAZZO STRIP COMPANY A. ACCESS PANEL: FOR GYPSUM BOARD SOFFIT OR WALL:24"X 24"SURFACE PARTS,MATERIALS,ETC.AS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL P.O BOX 72433 OLD 421 ROAD MOUNTED,MODEL#AP24,AS MANUFACTURED BY INTEXFORMS INC.(916)388-9933 OR OTHER WHICH MUST ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. STALEY,NORTH CAROLINA 27355 BE APPROVED BY OWNERS CONSTRUCTION MANAGER.SUBSTITUTE WITH"B"LABEL FIRE PANEL,MODEL FW 5050, 2. GYPSUM DRYWALL:U.S. GYPSUM 5/8"THICK FIRE CODE SHEETROCK(TYPE'X') (336)622-4247; FAX:(336)622-4160 KEY LOCK,ONLY IF A RATED DOOR IS REQUIRED PER CODES. PANELS OF STANDARD QUALITY. GENERAL CONTRACTOR MAY USE NON-RATED 5/8" matsns@aol.com B. ACCESS PANELS: FOR HVAC EQUIPMENT ARE NORMALLY INDICATED ON THE HVAC AND REFLECTED CEILING THICK BOARD IN AREAS OF STORE WHERE ALLOWED BY STATE AND LOCAL CODES. I. PROVIDE MAXIMUM 1:12 SLOPE WHERE FINISHED FLOOR SURFACE CHANGES LEVEL PLANS. IN ABSENCE OF DEFINED LOCATIONS,THE GENERAL CONTRACTOR IS TO FURNISH AND INSTALL ACCESS ALWAYS USE TYPE'X'ON TENANT SEPARATION WALLS. BETWEEN WOOD FLOORING AND ADJACENT FLOORING. PANELS AS NECESSARY TO FURNISH REASONABLE, SAFE ACCESS TO SERVICE ALL SERVICEABLE COMPONENTS OF 3. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE, PER MANUFACTURER'S EACH PIECE OF EQUIPMENT. ASSUMED ACCESS SHALL BE BY A TECHNICIAN(S)STANDING FIRMLY ON A LADDER. RECOMMENDATIONS. WHERE ACCESS PANELS OR REMOVABLE DIFFUSERS CANNOT BE LOCATED IMMEDIATELY ADJACENT TO THE 4. METAL ACCESSORIES:U.S.GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND E. VINYL RESILIENT TILE(NON-SALES) : EQUIPMENT,THE CONTRACTOR IS TO FURNISH A NON-COMBUSTIBLE CATWALK OR ABOVE CEILING SECURED JOINT TAPE. 1. SEE FINISH SCHEDULE. BUTT BASE TO FLOOR AND WALL WITH NO GAPS. PLANKING OR METAL DECKING OR SIMILAR NON-COMBUSTIBLE MATERIAL TO PERMIT ACCESS TO THE EQUIPMENT x 5. JOINT TREATMENT:U.S.GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND JOINT 2. FILL ALL CRACKS,JOINTS,ETC. IN SUB-FLOOR WITH CRACK FILLER APPROVED BY FROM THE NEAREST ACCESS PANEL OR LIFT-OUT DIFFUSER. CATWALKS MUST BE OBSTACLE-FREE TO A HEIGHT OF TAPE. FLOORING MANUFACTURER. INSTALL ALL MATERIALS WITH WATERPROOF TYPE 3 FOOT 0 INCHES ABOVE THE CATWALK. CATWALKS MUST BE CAPABLE OF SAFELY SUPPORTING A MINIMUM OF TWO ADHESIVES AS RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIALS AND (2)TECHNICIANS PLUS EQUIPMENT AND BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. 2 B. CERAMIC TILE: SURFACES INVOLVED. C. THE GENERAL CONTRACTOR IS RESPONSIBLE TO ASSEMBLE ALL MISCELLANEOUS NON-SALES AREA WALL 1. CERAMIC TILE AS SPECIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE.(IF APPLICABLE) STANDARDS,SHELVES, BRACKETS, ETC. <2. INSTALL CERAMIC TILE USING RECOMMENDED METHODS OF THE TILE CONTRACTORS ASSOCIATION OF AMERICA D. LAVATORY FIXTURES&ACCESSORIES:REFER TO MECHANICAL DRAWINGS,TOILET : AND THE TILE COUNCIL OF AMERICA, INC. F. PAINTING AND COATING ROOM DETAILS SHEET,AND RESPONSIBILITY SCHEDULE. Z 0 3. INSTALL CERAMIC TILE USING GROUT AND JOINT SPACING SPECIFIED IN FINISH SCHEDULE. 1. THIS SPECIFICATION DEFINES THE REQUIREMENTS FOR SURFACE PREPARATION, E. RESTORE LANDLORD'S STRUCTURAL STEEL FIREPROOFING TO MAINTAIN INTEGRITY OF SAME AND FIREPROOF L.L 0 4. ADHESIVE IS TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR(PER MANUFACTURER'S NEW STEEL AS REQUIRED. COATING SYSTEMS, MINIMUM AND MAXIMUM DRY FILM THICKNESS,SPECIAL SPECIFICATIONS). APPLICATION INSTRUCTIONS WHEN NECESSARY AND INSPECTION FOR PAINTING OF F. CLEANING:THE G.C.IS RESPONSIBLE FOR 2 PROFESSIONAL CLEANINGS.ONE CLEANING TO BE PRIOR TO THE W 5. CAREFULLY CLEAN ALL WORK AND REPLACE OR REPOINT ANY DAMAGED WORK AND LEAVE IN PERFECT PUNCH-LIST DATE. THE SECOND IS TO BE AFTER THE STORE IS MERCHANDISED BEFORE THE OPENING DATE. STORE H U SPECIFIED SUBSTRATES. 0 < CONDITION. USE NO ACID,AGENT OR DEVICE THAT WILL MAR SURFACE. CONSULT WITH OWNER'S 2. IF INSTRUCTIONS CONTAINED IN THIS SPECIFICATION,BID DOCUMENTS OR THE IS TO BE TURNED OVER IN A DUST-FREE,DIRT-FREE CONDITION. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO CONSTRUCTION MANAGER FOR INSTRUCTIONS(DO NOT POLISH CERAMIC TILE), PAINTING SCHEDULE ARE AT VARIANCE WITH THE PAINT MANUFACTURER'S THE FOLLOWING: 6. CERAMIC TILES ARE TO BE SET WITHOUT TRIPPING HAZARD TO CUSTOMERS OR STAFF. INSTRUCTIONS OR THE APPLICABLE STANDARDS AND CODES PUBLISHED BY 1. STOREFRONT GLASS(INSIDE AND OUT) W 0 7. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CORRECT RAISED CERAMIC TILES FOR THE ENTIRE DURATION 2. MIRRORS OF THE WARRANTY PERIOD AT THE DIRECTION OF THE OWNER'S CONSTRUCTION MANAGER. SSPC OF OSHA,SURFACES SHALL BE PREPARED AND PAINT APPLIED TO MEET 3. STOREFRONT METAL F" 11. O THE HIGHER STANDARD,AS DETERMINED BY THE DESIGN AUTHORITY. 4. SIGNS 50, C. CEILING SYSTEMS: 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING PROMPT 5. LIGHT FIXTURES INCLUDING CANS,TRIM,TRACK AND TRACK HEADS 1 FURNISH AND INSTALL CEILING SYSTEM COMPLETE WITH SUSPENSION SYSTEM AND RELATED ACCESSORIES CLARIFICATION WHEN INSTRUCTIONS ARE LACKING,CONFLICTS OCCUR IN THE 6. FLOORING(PER MANUFACTURER'S RECOMMENDATIONS) L m `�✓ AS SHOWN ON DRAWINGS AND AS SPECIFIED. SPECIFICATION AND/OR PAINT MANUFACTURER'S LITERATURE,OR THE 7. VINYL RESILIENT FLOOR TILE CLEANED AND WAXED W 2. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES,CEILING,GRILLES, DIFFUSERS AND PROCEDURE SPECIFIED IS NOT CLEARLY UNDERSTOOD. IN THE EVENT,THE 8. PRESENTATION ITEMS, PROPS,AND TRADE FIXTURES W Q Z OTHER NORMAL ACCESSORIES. PROVIDE SYSTEM COMPONENTS FROM A SINGLE MANUFACTURER. CONTRACTOR FAILS TO RESOLVE THE CONFLICTS,WHICH MAY EXIST,HE SHALL 9. WOOD BASE CO. INSTALL CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH BE RESPONSIBLE FOR HANDLING THE DISCREPANCIES IN A MANNER AS 10. WALL COVERINGS < C J 0 MANUFACTURER'S RECOMMENDATIONS. FINISH CEILING SHALL BE LEVEL,WITH PRESCRIBED BY THE DESIGN AUTHORITY AT NO ADDITIONAL COST TO THE 11. NON-SALES SHELVING,STORAGE PLATFORMS, ETC. JOINTS SNUG AND SQUARE,AND TILES OR PANELS IN PERFECT CONDITION. OWNER. 4. MATERIALS AND FINISHES a. REFER TO DRAWINGS FOR LOCATION OF SPECIFIED 4.ALL PERTINENT SAFETY REGULATIONS,BOTH THE OWNER'S AND la ED 00OSHA'S SHALL BE ADHERED PRECAUTIONS NOTED ON THEOMAINUDLY.IN FACTURER'S ADDITION, DIVISION 12-FURNISHINGS PRODUCT DATA �,�'�� r7fJ,� SHEETS AND LABELS SHALL BE OBSERVED FOR BOTH MATERIALS A. GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY AND PLACEMENT OF OFFICE AND NON-SALES q4 AND EQUIPMENT. EQUIPMENT AND FURNITURE. S. ..it 4,5H0 AO 5.THE APPLICATION SHALL LEAVE NO SAGS,RUNS OR HOLIDAYS.ANY B. THE CONTRACTOR IS RESPONSIBLE TO UNCRATE,ASSEMBLE,AND PLACE TRADE FIXTURES AND PRESENTATION ' ' 76 DAMAGE IN ANY COAT SHALL BE REPAIRED TO CONFORM TO THIS ITEMS IN SALES AREA; FIXTURES TO BE LOCATED PER THE DIRECTION OF THE OWNER. SPECIFICATION PRIOR TO FINAL INSPECTION. 6.WHERE REQUIRED, IMPERFECTIONS AND HOLES IN SURFACES TO BE f 1' ' COATED SHALL BE CLEANED AND REPAIRED ACCORDING TO HIGHEST �L OF Ol INDUSTRY STANDARDS AND IN A MANNER APPROVED BY THE DESIGN AUTHORITY. 02/22/2018 7.ALL MATERIALS SPECIFIED FROM BENJAMIN MOORE&CO.,AND ARE INTENDED TO ESTABLISH STANDARDS OF QUALITY AND GENERIC TYPES.COATING 02018 THE ARCHITECT/ENGINEER AMES SUBSTITUTIONS ARE PROHIBITED. RESPONSIBILITY OR LIABILITY FOR THE USE O No 8.ALL COATING MATERIALS SHALL BE DELIVERED TO OTHER JOB SITE IN THESE PLANS FOR ANY PROJECT OTHER THAN SPm THE ORIGINAL AND UNOPENED CONTAINERS,PLAINLY MARKED WITH AND SEALED FFOR AUTHORIZED IFCY LOCATION ANDSIGNED THE SEALED SUCH SPECIFIC IN THE a. THE PROPER DESIGNATION OF THE PRODUCT,AS WELL AS THE STATE,SEAL.THIS BUILDING USE IVINCE OR S TORY ONLY APPL SHOWN N THE �, NAME OF THE MANUFACTURER.ALL COATING MATERIALS AT THE AREAS MEETING THE STATED DESIGN CRITERIA. °D JOB SITE SHALL BE SUBJECT TO INSPECTION BY THE OWNER'S REP. SAI # 180069 N 9. ALL PAINTING MATERIALS SHALL BE STORED IN A CLEAN,DRY WELL VENTILATED N PLACE,PROTECTED FROM SPARKS,FLAME,DIRECT RAYS OF THE SUN,AND DRAWING NUMBER: - o EXCESSIVE HEAT OR COLD.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR Lu THE PROTECTION AND SAFETY OF THE MATERIALS STORED BY G.C.AT THE JOB A901 I-- SITE. ..1 0 / 15 &A. LAP PLATE .-_- WITH (5) ite, PAN HEAD SCREKS. STRUCTURAL NOTES : Li CENTER PLATE (../i Lu OVER SPLICE. B. LIGHT GAGE FRAMING A. GENERAL Z D E; THE DESIGN, MING FABRICATION AND INSTALLATION OF ALL COLD-FORMED STEEL FRA BUTT-SPLICE 1 . THE MODIFICATIONS TO THE EXISTING FRAMING 15 DESIGNED TO BE SELF-SUPPORTING AND 1 . THE STANDARDS AND E5 22 C\1 STABLE AFTER CONSTRUCTION IS FULLY COMPLETED, THE CONTSHALL CONFORM TO THE LATEST, ADOPTED EDITIONS OF RACTOR 15 SOLELY 'RESPONSIBLE MATERIAL SPECIFICATIONS REFERENCED HEREIN. 5 L.L.1 CNI \ • 40 - TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE U.1 Ce I— cNi CD------...„\ ."" INIL BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN, 2. REFERENCE STANDARDS 0 LIGI-1T GAGE FRAMING - CROSS REFERENCE GUIDE • -4," INSTALL AND SUBSEQUENTLY REMOVE ANY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR O. NAS, "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF GOLD-FORMED STEEL '----"--..."..".•............ TIEDOWNS NECESSARY TO MAINTAIN SAFETY AND STRUCTURAL STABILITY DURING CONSTRUCTION. -------... 40 ."- STRUCTURAL MEMBERS" BY THE AMERICAN IRON AND STEEL INSTITUTE (AI51) . di .. .- '......:,/v- \ / 7'. b. ANS 01 .3, "STRUCTURAL WELDING CODE-SHEET STEEL" BY THE AMERICAN MELDING MIL. TI-IICKNESS - GAGE NUMBER CROSS REFERENCE ---------__ -7- 11, \ i 2. THE CONTRACTOR 15 SOLELY RESPONSIBLE TO FOLLON ALL APPLICABLE SAFETY CODES, BUILDING CODES AND GOVERNING REGULATIONS WITH JURISDICTION OVER SOCIETY (ANS) . THE CONSTRUCTION SITE DURING ALL PHASES OF CONSTRUCTION. '"--------------- 3. MATERIALS 25 GA. 18 MIL --- _ O. STUDS, HEADERS, JOISTS, TRACKS AND ACCESSORIES: ASTM A653. 3. ANY FRAMING SHONN ON DRAWINGS THAT SUPPORTS EQUIPMENT (NHETHER SUPPORTED 22 GA. 27 MIL 16 GA. 54 MIL 1 . MINIMUM YIELD STRESS = 33 K51 FOR MATERIAL IS GA. AND LIGHTER. ABOVE OR SUSPENDED BELOW) , DESIGN LOADS, AND STRUCTURAL MEMBERS IN ANY 2. MINIMUM YIELD STRESS = 50 KSI FOR MATERIAL IS 6A. AND HEAVIER. 20 GA. 33 MIL 14 GA, 68 MIL MANNER RELATED TO EQUIPMENT REQUIREMENTS 15 BASED ON EQUIPMENT DESIGNED, 3. MINIMUM YIELD STRESS = 33 KSI FOR TRACKS AND ACCESSORIES. 18 GA. 43 MIL 12 GA. c117 MIL . SHOWN AND/OR SPECIFIED IN THE CONSTRUCTION DOCUMENTS. ALL REQUIRED FRAMING I b. GALVANIZED COATING THICKNESS: 660 ZINC COATING. HP DETAILS .IF,g MAY NOT BE SHONN. USING THE PROVIDED ON THE STRUCTURAL PRANINGS, THE _,....4.1 o co GENERAL CONTRACTOR AND SUB-CONTRACTORS AND/OR EACH PRIME CONTRACTOR MUST 4. ALL COLD FORMED MEMBERS SHALL COME FROM A SINGLE MANUFACTURER, - (:)z 1.1. g zpes COORDINATE AND INSTALL THE ACTUAL FRAMING REQUIRED FOR THE EQUIPMENT TO o....< I.-. "CLARKDIETRICH" OR EQUAL. THE INSTALLATION SHALL COMPLY NITH THE ildic-5Eti EXAMPLE CROSS REFERENCE: ' ----------..' BE INSTALLED, AND INCLUDE COSTS FOR ALL REQUIRED FRAMING IN THE BID. IFo z z co MANUFACTURER'S RECOMMENDATIONS. ----------- THE CONTRACTOR REQUESTS AND RECE I VES APPROVAL TO SUBSTITUTE EQUIPMENT, THE CONTRACTOR MUST ALSO INSTALL THE FRAM I NG REQUIRED FOR THE SUBSTITUTED 3 5/8", 18 GA STRUCTURAL METAL STUD = 362 S 162 - 43 METAL STUD 5. UNLESS NOTED, ALL STUDS AND TRACKS SHALL HAVE PROPERTIES AS SHOWN IN . EQUIPMENT A5 WELL, WITHOUT ADDITIONAL COST TO THE PROJECT, INCLUDING ANY rtjg•P 11 111,_ , . AND ALL FEES REQUIRED BY THE ARCHITECT AND/OR ENGINEERS TORE-DESIGN AND DETAIL P/51 . 1 . coui0p REVISE THE CONSTRUCTION DOCUMENTS. DEPTH (T=TRACK) VIIDT1-1 TI-IICKNE55 S. INSTALL LATERAL BRACING TO PREVENT STUD -ROTATION PER DETAIL J/51 . 1 . O'I P ------- - 0 p w F 1 Id 4. SHLD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT KITH USE THE MANUFACTURER'S RECOMMENDATIONS FOR SPACING EXCEPT USE MAXIMUM =3 5/8" =1 5/8" =3.625" =1.625" =43 MIL (IS GA.) 1 OUTHESE STRUCTURAL NOTES, OR KITH EACH OTHER, THE STRICTEST PROVISION SHALL SPACING OF 5'-0" . liPli ..- 4,. 11 ---,- GOVERN. i)?-42 , Ai 1. INSTALL CONTINUOUS TRACKS AT TOP AND BOTTOM OF ALL HEADERS. Esir. 5. CONTROLLING BUILDING CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE, INCLUDING ALL en 6 it), 8. TOUCH-UP ALL KELPS WITH A GALVANIZING REPAIR PAINT MEETING THE 1 ADOPTED REFERENCE STANDARDS AND MATERIAL SPECIFICATIONS REFERENCED THEREIN. REQUIREMENTS OF SSPC-PAINT 20. TYPICAL STRUCTURAL STUDS AND TRACKS 1 b. DESIGN CRITERIA 4.1 .,..zu..t ,- / \--.--.,_„. GI. UNLESS NOTED, MALL TRACK GAGE SHALL EQUAL MALL STUD 6A6E. DEEP LEG TRACK 8 O. SEISMIC DESIGN CRITERIA: g co(1)..12 El 1 . SEISMIC IMPORTANCE FACTOR 1 .25 WITH 2" FLANGE WIDTH SHALL BE USED WHERE NOTED ON DRAWINGS. 0 <U-co2D 11.1 0 I— . FORMER STANDARD DESIGNATION NEW SSMA DESIGNATION 1 2. RISK CATEGORY III 10. SEE DETAIL P/51 . I FOR LIGHT GAGE METAL FRAMING DESIGNATIONS. x Lu z 3. MAPPED SPECTRAL RESPONSE ACCELERAT IONS: Z 0 Q i-s-,Lii co> (STEEL STUD MANUFACTURERS ASSOCIATION) ,-.-- AT LOCATIONS HERE BEANS MUST <rz (.9c6 a. SHORT PERIODS 0.(115 z _oulLerio 4- -)--- BE BUTT-SPLICEDONIERGOWAN b. 1 SECOND PERIOD 0.425 II . BASE TRACKS SHALL BE SET ON SMOOTH AND LEVEL CONCRETE OR NON-SHRINK GROUT > 4, SI TE CLASS D (ASSUMED) 4,A. wc'' n. SUCH AS "MASTERFLOW 113" BY MASTER BUILDERS. O 8 >c4 e n i t I c n u>161) z alEuPig, 5. SPECTRAL RESPONSE COEFFICIENTS: 2 1/2", 20 GA. STUD w/ 1 5/8" FLANGE 2505162-33 12. FASTENING OF COMPONENTS SHALL BE NITH SELF-DRILLING CADMIUM PLATED OR ZINC a. DES I GN SPECTRAL RESPONSE 2 1/2', 18 GA. STUD w/ 1 5/8' FLANGE 2505162-43 SEE PLAN ACCELERAT I ON AT SHORT PER I ODS = 0.123 COATED SGREIA15 (UNLESS NOTED) . SCREWS SHALL BE OF SUFFICIENT SIZE TO ENSURE ca l'ucklio r1) ( z0 z If,„,Lus SECTIONS FORTHE STRENGTH OF THE CONNECTION. O6C(2t--43s<4 3 5/8", 20 GA. STUD w/ 1 5/8" FLANGE 3625162-33 BUILT-UP BOX " 18 6A TOP TRACK b. DES I GN SPECTRAL RESPONSE ACCELERAT I ON AT I SECOND PERIOD = 0.446 ..5Z ° (2 ,1 '2 rx,t,-;.- F BEAM. 13. SEE DETAIL P/5 I . I FOR ADDITIONAL SCREW REQUIREMENTS. ' 3 5/8", 18 GA. STUD w/ 1 5/8" FLANGE 3625162-43 i (TRACK. DEPTH SHALL 6. SEISMIC DES I GN CATEGORY D "D 0 1 Ict'H ce 0 i''' Z `4' z a 0 t.'•2 z MATCH STUD DEPTH). 14. SPLICES IN FRAMING COMPONENTS OTHER THAN BOTTOM NALL TRACK ARE NOT ,.4 tjj '' ' c,T., *, ts rio.-2;kJ t3 6", 20 GA. STUD w/ 5/8" FLANGE 6005162-33 IS GA. PLATE -I. COORD I NATE ALL D I MEN5 I ONS AND ELEVAT I ON5 K I TH THE ARCH I TECTURAL DRAW I N65. P,) •< H 7,, u-' SEE THE ARCHITECTURAL DRAW I NGS FOR DIMENSIONS AND ELEVATIONS NOT SHONN. PERM I TTED. 1=1 ,7 u-la4 .._, 7., E :kl<0 6 , 18 GA. STUD w/ I 5/8" FLANGE 6005162-43 EACH SIDE ALL DIMENSIONS AND ELEVATIONS SHONN ON THE STRUCTURAL MAKINGS ARE ;_Lied to 0 LI 6 co 0 rn 15 ci a_ C/) C.) in' 15. STUDS SHALL BE INSTALLED 50 THE ENDS ARE POSITIONED AGAINST THE INSIDE OF INTENDED TO AUGMENT, NOT SUPERSEDE, THOSE SHONN ON THE ARCHITECTURAL 15 VS= o * 8", 18 GA, STUD w/ 5/8" FLANGE 8005162-43 PAN HEAD \ STOP FULL DRAW 1 NGS. DO NOT SCALE THE MAK I N65. DRAW I NGS MAY NOT BE TO SCALE. THE RUNNER TRACK NEB PR I OR TO FASTEN I NG AND SHALL BE ATTACHED TO BOTH (t 1..-..• 0 0 RU - coes 8", 16 GA. STUD w/ 1 5/8" FLANGE 8005162-54 SCREWS. I L E NG T H TRACKS FLANGES OF THE UPPER AND LOWER RUNNER TRACKS, N I TH ( I)-#8 SCRE1^1 I N EACHz v=i 2§T?.'1 ci le6i 0 10", 18 GA. STUD w/ 1 5/8" FLANGE 10005162-43 .4 4 OF BUILT-UP COLUMN SHORT FLANGE OF EACH STUD, UNLESS NOTED. r"17- .t g 5 p.L21,2 b - r-- ordo08 *5 a wErn°w 10", 16 GA. STUD w/ 5/8" FLANGE 10005162-54 OF TOP TRACK 16. CONNECT BUILT-UP BOX BEAM MEMBERS NI I TH #5 SCREWS AT 12" O.C. AT EACH .,2 Fg LUL g -.....,____ _, 4 FLANGE OF EACH TRACK AND EACH FLANGE OF EACH JOIST. CONNECT BUILT-UP BOX COLUMN MEMBERS KITH #8 SCREWS AT 12" O.C. AT EACH FLANGE OF EACH TRACK. 12", 16 GA, STUD w/ 5/8" FLANGE 12005162-54 12", 12 GA. STUD w/ 5/8" FLANGE 12005162-T i 1.''''''''''•,--3 5/a" OR 6" DEEP TRACK A5 1 5/8", 22 GA. TRACK w/ I 1/4" LEG 1621125-27 4 REQUIRED BY OTHER SECTIONS 1 5/8", 20 GA. TRACK w/ 1 1/4" LEG 162TI25-33 1 4 AND DETAILS li.J C:i 2 1/2", 20 GA. TRACK w/ I 1/4" LEG 250TI25-33 3 5/5" OR 6" rt 2 1/2", 20 GA. TRACK w/ 2" LEG 2501200-33 DEEP STUDS 2 1/2", 18 GA. TRACK w/ I 1/4" LEG 250T125-43 AS REQUIRED BY OTHER I to) < Cr CO 2 1/2", IS GA. TRACK w/ 2" LEG 250T200-43 SECTIONS -.., D u) C\I 3 5/8", 20 GA. TRACK w/ I 1/4" LEG 362TI25-33 AND DETAILS C\1 3 5/8", 20 GA. TRACK w/ 2" LEG 362T200-33 41:11: z COr„ ------------„/' 3 5/8", 18 GA. TRACK w/ 1 1/4" LEG 362T126-43 3 5/8", 18 GA. TRACK w/ 2" LEG 362T200-43 L1GHT&AGE BOX BEAM TO •., 1— Ct COLUMN CONNECTION STRUCTURAL SPECIFICATIONS C in Z ;.9 Iii 0 6", 20 GA. TRACK w/ 1 1/4" LEG 6001125-33 (TYP, UNLESS NOTED) ff .., 6", 20 GA. TRACK w/ 2" LEG 600T200-33 - 6", 18 GA. TRACK w/ 1 1/4" LEG 600T125-43 1 0 a 6", 18 GA, TRACK w/ 2" LEG 600T200-43 41111111111111 TYPICAL -AT (FURRING) CI-AN\IELS 7/8", 25 GA. FURRING CI-IANNEL 087F125-I8 1 0 7/8", 22 GA. FURRING CI-1ANNEL 087F125-27 I ) STOP FULL LENGTH TRACKS 0 11111111111/1 • Et =:= (I) Cl) '' :::::!;RT < cmcou, IS GA OR BASE OF BASE TRACK LIG-T GAGE FRAMING SCREW CONNECTIONS TRACK, U.N.O. (TRACK DEPTH (2)-#5 PAN HEAD SHALL MATCH SCREWS EACH STUD DEPTH). 11 UNLESS NOTED, LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE USING #8 SCREWS. SEE DETAIL J/52.1 FOR DIAGONAL BRACING CONNECTIONS, 1-1 ; AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST TE SCREW READS OF li LIGHTGAGE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO - THAT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMOOTH. ..,,,,,,, i , r _ (4)-3/16" CONCRETE SCREINS IN/ 1-1/2" , 1 L1GHTGAUGE BOX COLUMN EMBED. I[ 0 BASE CONNECTION i (TYP,UNLESS NOTED) --1 z 0 1, < 0 1 -2. iH 1 CO H Z ci w -1 0 NC N.T.S. II , , LIGHT QAE METAL FRAMING - TYPICAL BEAM TO P - K - COLUMN CONNECTION - , 1 }..... . 2 1/2" O.. 1- MTL STUD FRAMING, TYP. SEE PLAN I 1-1- U) 1 ' II D 0 W 2" x 2" x IS GA CHANNEL CLIP ANGLE ,ddir"' 1/4" LESS THAN STUD INIOTH, TYP. - ERY STUD WITH (4) *5*5I i SCREWS ((2) TO STUD,(2) TO CHANNEL). AT EVERY w411M I 1 H CL 0 g 1 I, AT LOCATIONS INHERE VERTICAL STUD / 1 SPACING IS TIGHT, (MAKING ANGLES irsk .„ , , P R°Fes INSTALLATION OF DIFFICULT AFTER se ,,2 STUDS ARE IN PLACE), ATTACH MI k• I r I Li. 111 -I 43 04G (3 -51 2/111117: I-- ANGLES TO STUDS BEFORE INSTALLING I IC I STUDS, - , , I I'4 - 4 i I I NOTE: BRIDGING 15 NOT-REQUIRED IF 11111111111' ..I SHEATHING IS ATTACHED TO BOTH A FACES OF THE STUD. (SHEATHING !Rj1.2a:: INCLUDES, BUT 15 NOT LIMITED TO, GYPSUM BOARD, PLYINOOD, GEMENT ‘ZIF EXPIRES.GITALLY SIGNED BOARD, ETC.) ,7NNN I 1/2" NIDE x 1/2" DP x lb GA COLD-ROLLED CHANNEL - LOCATE AT SAI # 180069 5'-0" O.C. MAX VERTICALLY DRAWING NUMBER: . _ N.T.S. 1/8" = T-0" NOT USED N BRIDQINQ DETAIL - J LOCATION PLAN - A S #1 • I GORED NOTES: z w 0 Q BUILT-UP BOX COLUMN - DBL. 3 5/5" DP. , 20 6A. STUDS WITH 3 5/5" PP. 20 6A. 0 CC!) N TRACK EACH SIDE, TYP. REFER TO DETAIL K/S1 . I . —111 N tii I— < O CL Q DBL. 10" DP. , lb 6A. BEAM WITH 3 545" DP. , IS 6A. TRACK TOP AND BOTTOM. 0 REFER TO DETAIL K/51 . 1 . Q DBL. 12" DP. , 16 6A. BEAM WITH 3 5/5" DP. , 16 6A. TRACK TOP AND BOTTOM. // REFER TO DETAIL K/51 . 1 . / j' MALL BULKHEAD //� TO REMAIN // 6-I�9, 0W�w0 L-`��Zqtz O �z� w = 0 F K 1 0 SEE ARCH. DINGS. FOR w Z =uzi SHEATHING, TYP. Z U. co... 52 6 Z _ 0 p.85 LLT v-1...m oO z a i_ 3-5 /b" x 20" GA. FRAMING g 8 W 9.3 AT 16" O.G., TYP. U.N.O. 63"[I5 I aZvv'o v5ow� _ „,,,Luisa. 3-5/5" x 20 GA. DIAD. BRACES AT + + + + 5 Y z z w 4b" O.G. SEE J/52.1 FOR COMM. TO . ..I + + _ o NOT USED H CODED NOTES STRUCTURE ABOVE. - - O u"'y g cn .. .. z - STL. SCREWS WHERE INDICATE - - - w0I- a wz * + TYP. SEE P/51.1 FOR SCREW SIZE. O aQ a ` n N STL. SCREWS AT I6" O.G. t °rOsdz o i ;t r+ t. !+1 t, -4_ + +' + +i t +,'� + +`� :+ +' � + + '+ +' t ti t ti i+ N + + it +i i+ + + 4,' t +t + + _ c� C.W o OjY w 0)°) a4� z a z wwZ W Oz cn�0 O z���0 2 faVw zwaQWO2 „, z oz 4 $w 4u o =7 x `n x '..7'• > wz''Q4 w t t + ((mss-, (4 -' G z FA< Pa a ♦ita + + •f+a. BEAM, SEE PLAN FOR x 0 0 a o r=noaiNo a ti ;t + t t + +' SIZE, TYP. OF (2). M 3 F ig �5 U +' �+ + 4 4 4 t^ N z W 0 W > FLAT-WISE 3-5/b” x 20" GA. �� - rq n 4a_'-�o o n "a FRAMING AT 16" O.G. N ... a LEASE LINE I a X» vii MALL BULKHEAD i ' TO REMAIN // / W o SEE ARCH. DINGS. FOR n/ SHEATHING, TYP. Wm LL � CO0 < CV 3-5/5" x 20" GA. FRAMINGz+ C\I AT 16" O.G., TYP. U.N.O. 4:04 0 N. 3-5/5" x 20 GA. DI AG. BRACES AT 1 �/1 0 0) CO45" O.G. SEE J/S2.I FOR COMM. TO V„/ fi�RR .3 /4!! T-0” STRUCTURE ABOVE. + •• •+ •• tnzo STOREFRONT SECTION . • Lz STL. SCREWS WHERE INDICATED, LJ c —0 w Q •.— TYP. SEE P/SI.I FOR SCREW SIZE. ' w 0z STL. SCREWS AT 16" O.G. > 0 < < < + + + + _ • Ct 1111.111111111eT ■wcr///////��///'%//�� I .' + + + + + + + + + 0 Z ice, 0 BEFORE INSTALLING ANCHORS, ( �i + �. + + + t + + + + _t.t, CONTRACTOR SHALL VERIFY WITH1111111111W © a ....1 U") CL" MALL MANAGEMENT THAT / ATTACHMENT SHOWN IS ACCEPTABLE. I 0 t + + 3: 24.114. BEAM, SEE PLAN FOR 0) CONNECTION AT t • + + t + + + + + SIZE, TYP. OF (2). ' t + t + + + t + + +- EXIST JOIST CHORD EXIST BEAM FLAT-WISE 3-5/5" x 20" A. OR BEAM FLGB ATTACH @TO EXIST STL W/(3)-#12 SCREWS EXIST MIL DECK OR COMP GONG SLAB ATTACH I TO EXIST FRAMING AT 16" O.G. / 7""'N STL 1V3)-*12 SCREWS I LEASE LINE I - _ - _ _ _i — ._ _L .�-•\ \TV�I� /a I I - -. 4, _ , .. _ _ _ -,,_ , ., • • • 1 DIRG BRACE // // 0 \ / 0 -, I ... / 0 / / EXIST JOIST CHORD �r1 }- / _J I MAX OR BEAM FLG �/�/ CO / I 0 ,..... 1 t� < W DAG BRACE 0 JU ! w ' BW VIEW A-A VIEB-B STOREFRONT SECTION /�!! : 1 -0" B EL J 0 ZW EXIST BAR JOISTS OR m STEEL BEAMS @ 10'-0" fO.G. MAX CODED NOTES: ! mQ, Z t -te( OI b", ib GA MTL STUD I Ct /�r�- �IY-- �' WITH b", I6 GA DEEP jLE& TRACK. ( 1 LL Q a L C/111:11:1-1 12 SCREWS CO 6" O.C. 52.1 A I MAX AND 2" FROM EACH END ( ' O d 0 ,\�9,NGPN OPes_ 2 2 2x2x12GAx6" L6 I _ — ;',,PE pr - - - --f- FRAMfNG CLIP, ONE __ _,,._- Y�-3 =— ,; — — — -- -_ SIDE OF DIAD, W4(3)-#12 SCREWS I I ` 11 1 -° EACH LEG. v�9sFp 13�20�0,.� JB� I B y(V r lE �O� s. 0'\.1�Q� DIAGONAL PARALLEL SEE VIEW B-B FOR -- TO EXIST BAR JOISTS CONNECTION. 7 `_ 1 O 4 0 - ExPIRES:l2/31/2018 OR STEEL BEAMS CONTACT ARCHITECT FOR REVISED DETAILS IF '. __ —_ _ ___� _ _ = DIGITALLY SIGNED PARTIAL PLAN VIEW JOIST OR BEAM SPACING EXCEEDS I O'-O" - _ — — = \__ — — I DIAGONALS PARALLEL TO LEASE LINE EXIST BAR JOISTS OR STEEL BEAMS II/ SAI # 180069 DRAWING NUMBER: DIAGONAL ATTACHMENT TO EXISTING STRUCTURE r�•T•s• STOREFRONT PLAN 1/4" _ �!_o!! S 2 • 1 J A V 1. DESIGN DRAWINGS ARE SCHEMATIC. TI-IE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING I. ELECTRICAL- SERVICE EQUIPMENT: OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACTOR SHALL MODIFY EXISTING EQUIPMENT AS REQUIRED PER GENERAL NOTES, SPECIFICATIONS, AND AS SHOWN INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING ON FLOOR PLANS, AND RISER DIAGRAM. MAINTAIN CODE REQUIRED CLEARANCES FOR ALL CONDITIONS. EQUIPMENT PER NEC 110.26. 0 Cn W CO 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING FOR 2. FLOOR MOUNTED 20 AMP, 120V, DEDICATED CIRCUIT, DUPLEX RECEPTACLE FOR POWER TO Zp INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THIS BID ALL COSTS TO CASHWRAP. LOCATE AS DIRECTED BY TENANT/ARCHITECT. CIRCUIT AS INDICATED. REFER TO O u) N MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR TENANT CODED NOTE #4 FOR CONDUIT REQUIREMENTS. C N AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS COST. 5 L.LI N 3. FLOOR MOUNTED DATA/TELEPHONE OUTLET WITH (4) RJ45 JACKS AND (I) TELEPHONE JACK FOR LU I- O 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES CASHWRAP. COORDINATE EXACT REQUIREMENTS/LOCATIONS WITH TENANT/ARCHITECT. REFER TO 0 AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT CODED NOTE #4 FOR CONDUIT REQUIREMENTS. ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT DISCREPANCIES 4. PROVIDE ONE 1" CONDUIT WITH PULLSTRING UNDER FLOOR FOR DATA/TELEPHONE CABLING, AND BETWEEN GOVERNING CODES AND DESIGN INTENT. ONE 1" CONDUIT UNDER FLOOR FOR CASHWRAP RECEPTACLES. PROVIDE ONE COMMON TRENCH FOR ALL CONDUITS. CONDUIT TO BE EXTENDED FROM THE ACCESS PANEL AT THE BOTTOM OF THE 4. REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT. FIELD VERIFY EXACT CASHWRAP, TO INSIDE NEAREST FULL HEIGHT WALL. TRENCH A5 REQUIRED. GENERAL CONTRACTOR LOCATIONS. PROVIDE ALL CONVENIENCE RECEPTACLES, SAFETY SWITCHES, WIRING, OR OTHER TO VERIFY WITH LANDLORD FLOOR SLAB TRENCHING REQUIREMENTS PRIOR TO BID. CONDUIT SHALL EQUIPMENT TO ENSURE A COMPLETE AND OPERABLE HVAC SYSTEM. BE CONTINUOUS FROM CASHWRAP ACCESS AREA IN THE BOTTOM OF THE CASHWRAP BACK TO PANELBOARD OR TELEPHONE BOARD. 5. REFERENCE THE ELECTRICAL SYMBOLS LIST AND ARCHITECTURAL PLANS FOR MOUNTING HEIGHTS OF ALL DEVICES. VERIFY LOCATIONS IN FIELD WITH OWNER PRIOR TO INSTALLATION. 5. EXISTING TO REMAIN PLYWOOD BACKERBOARD. 6. ALL LOW VOLTAGE WIRING IS TO BE INSTALLED ACCORDING TO LOCAL CODES. 6. PROVIDE CEILING MOUNTED DUPLEX RECEPTACLE AT CEILING COVE, COORDINATE EXACT LOCATION g) g WITH OWNER PRIOR TO INSTALLATION. HOMERUN CIRCUIT THROUGH CONTACTOR CONTROLLED BY L L 7. ALL WIRING/CABLES, ELECTRICAL EQUIPMENT, OR OTHER DEVICES TO BE INSTALLED ABOVE TIME CLOCK. REFER TO LIGHTING CONTROL DETAIL ON SHEET E200. FINISHED CEILING SHALL BE PLENUM RATED OR IN CONDUIT. E E 7. PROVIDE A 20A/2P MOTOR-RATED SWITCH FOR WATER HEATER - 4.16 KW, 208V/10. CIRCUIT AS N c S. ADJUST MINIMUM WIRE SIZES FOR 20A BRANCH CIRCUITS FOR DISTANCE, MEASURED FROM THE INDICATED. REFER TO PLUMBING PLAN SHEET FOR MORE INFORMATION. o PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET, AS FOLLOWS: 0 .. 3 LESS THAN 70 FT - #12 8. INSTALL A DELIVERY BUZZER SYSTEM AS CHOI+JN, INCLUDING LDWARDS #02 PUSH BUTTON AT BETWEEN 71 AND 110 FEET - #IO - BETWEEN 111 AND 175 FEET - #8 , _ - • - ..... = = ...... I WH 1 OVER 175 FEET - #6 --- - - - - - - - - - D _ - - - - --_- .. ----- - - - - .- II q. FIELD VERIFY ALL CONDITIONS. AND COVERS AS -REQUIRED. lic) 1 Nil a 4]1GFI ii 2 10. MECHANICAL EQUIPMENT CONNECTIONS: (E)XMFR � 44" 4 o FEEDERS AND DISCONNECTS PER MECHANICAL EQUIPMENT FEEDER/CONNECTION SCHEDULE. REFER n TO DETAIL 'L' ON SHEET E300. 21 ) LPA-25 - - J7,. 11. THERMOSTAT LOCATION TO BE COORDINATED WITH TENANT. PROVIDE 4" SQUARE BACKBOX, SINGLE 16 OQgp i i ` LPA o • O GANG PLASTER RING AND 1/2" CONDUIT WITH PULL STRING BETWEEN THERMOSTAT LOCATION AND - sw� LPA-2/4 LIU c c 03 HVAC UNIT IT SERVES. COORDINATE EXACT REQUIREMENTS WITH APPROPRIATE SUB-CONTRACTOR. (___1__) (E)LPA-14/16/18 U V " (E)PANEL 'LPA' (E)AHU-1 ©� 17 C 12. PROVIDE RECESSED BLACK CLOCK RECEPTACLE MOUNTED HORIZONTALLY AT q A.F.F., COORDINATE I3C Ln 2 2 Lo EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. 5 LPA-31 B.O.H. Ip (N) �Q 't s LO 13. PROVIDE DUPLEX RECEPTACLE AND DATA OUTLET WITH CONDUIT AND PULLSTRING TO BACK OF i 101 TOILET I T HOUSE FOR CONNECTION TO DIGITAL DISPLAY, MOUNT AT THE HEIGHTS SHOWN ON PLAN• (E) 102c.5C/3" 1- COORDINATE EXACT LOCATIONS AND REQUIREMENTS WITH OWNER AND DIGITAL HARDWARE VENDOR. 14. PROVIDE DUPLEX RECEPTACLE MOUNTED AT HEIGHT SHOWN ON PLAN FOR POWER CONNECTION TO ��I V (E) © tW 1001 C 1.11 a - LIGHTBOX. ROUTE CIRCUIT THROUGH CONTACTOR CONTROLLED BY TIMECLOCK AND SNITCH 'c' AS �� OM O ©I = o SHOWN 0N LIGHTING CONTROL DETAIL ON SHEET E200. l • L cEa co U Ln 15 PROVIDE DUCT MOUNTED SMOKE DETECTOR. GENERAL CONTRACTOR SHAL-L-PROVIDE REMOTE TEST --- E CDto STATION AND INTERLOCK SMOKE DETECTOR WITH REMOTE TEST ALARM STATION. MAKE ALL FINAL 0 o CONNECTIONS A3 REQUIRED FOR A COMPLETE SS YTEM. HVAC UNIT TO :HUT DOWN UPON 0 (R) 0 Cn n (E)AHU-1 rin Iii - - D LPA-2q 16. FIRE ALARM SYSTEM JUNCTION BOX: I 10 10. EXISTING FIRE ALARM JUNCTION BOX TO REMAIN. COORDINATE FINAL TIE-IN AND TESTING OF FIRE - (E)LPA-24/26/28 ALARM SYSTEM. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS PRIOR TO BID. REFER TO FIRE ALARM RISER DIAGRAM ON SHEET E300 FOR ADDITIONAL INFORMATION. 17. FIRE ALARM DEVICE: G.G. TO PROVIDE FIRE ALARM DEVICE (SPEAKER/STROBE NOTIFIER #WHEELOCK E60 SERIES, w ❑ WHITE) AND CONNECT TO FIRE ALARM JUNCTION BOX. DEVICES MARK (E) ARE EXISTING TO �/ REMAIN, DEVICES MARKED (R) ARE TO BE RELOCATED, AND DEVICES MARKED (N) ARE TO BE ma" PROVIDED. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. REFER TO FIRE ALARM RISER r < . DIAGRAM ON SHEET E300 FOR MORE INFORMATION. (?) cy, 18. MOTOR OPERATED ZONE DAMPER (ZD): c� z N EXISTING MOTORIZED DAMPER TO REMAIN. 41:01C - _ -a - - _ - - - •• . -. . . la 1..:.• ......- • A•. ..s.. . - I SALES AREA POWER PLAN GENERAL NOTES R - __. _ 1 00 LPA-5 ZI4 0 zoo MOUNTING HEIGHT TO CENTERLINE • - - • ' r• - - • - - - - - 6011Iwo- Q z SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE e e . - -.. - ! > 0 Q (2x) DATA AT ( 21 ) CENTER OF CEILING 7 J q) SINGLE RECEPTACLE, 3 HIRE GROUND TYPE 18" - = - - = - ® LPA-27 Z {n PI cp DUPLEX RECEPTACLE, 3 WIRE GROUND TYPE IS" 20.PROVIDE 20A, 120V DUPLEX RECEPTACLE FOR POHER CONNECTION TO STOREFRONT ILLUMINATED _ 4. • 0 • �/ � F .• . . - - - a' LPA-21 Q DUPLEX RECEPTACLE, FLOOR MOUNTED --- INDICATED IN LIGHTING CONTROL DETAIL ON CHEET E200. REFER TO DETAIL 'A' ON SHEET A301 I ( 2 ) • - i Q ntC DUPLEX RECEPTACLE, CEILING MOUNTED FOR EXACT MOUNTING LOCATION. 1 TELE/DATA EMI Cf) W CL 9 W DUPLEX RECEPTACLE, WEATHERPROOF 18" 21. EXISTING CEILING MOUNTED SMOKE DETECTOR TO BE RELOCATED (R) AS SHOWN. I 4 60"I0 QpGFI GROUND FAULT PROTECTED DUPLEX RECEPTACLE 18" _ I 60'I oo Lo RIG LPA-22 ISOLATED GROUND DUPLEX RECEPTACLE IS" cn €G ISOLATED GROUND DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE IS" 1 DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE 18" TELEPHONE OUTLET IS" LPA-5 6011 14 a DATA OUTLET 18' VJ E COMBINATION TELEPHONE/DATA OUTLET 15" ® COMBINATION TELEPHONE/DATA OUTLET, FLOOR MOUNTED --- L O ISI ELECTRIC PANEL 6'-0" TO TOP W ® TRANSFORMER AS REQUIRED J DISCONNECT SWITCH AS REQUIRED SWITCH AS REQUIRED ® MOTOR - I PHASE AS REQUIRED --------\=EI } 03 © TIME CLOCK AS REQUIRED 14 W p O LOW VOLTAGE PUSH BUTTON 45" U 6 COMBINATION BUZZER/BELL AS REQUIRED !' W ® LOW VOLTAGE TRANSFORMER AS REQUIRED a 11167" i = O5 SPEAKER - 12 0= p U ® INTRUSION DETECTION SYSTEM KEYPAD AND ANNUNCIATOR AS REQUIRED LPA-20 I L AWIRELESS ACCESS POINT (NAP) --- 8313/2" LPA-11 LPA-11 Ct I © FIRE ALARM DUCT MOUNTED SMOKE DETECTOR --- III II 13 REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED 93-I/2" W 0 0 m SD0 CAMERA (SECURITY DOME) CEILING MOUNTED - . I\ SHOPPER TRACK CEILING MOUNTED r� _-- - �C o Z 5T -- (T THERMOSTAT 48" 11 g ps SENSOR 48" ZONE DAMPER (MOTORIZED) --- STOREFRONT STOREFRONT DISPLAY AREA ENTRY VESTIBULE `g4.*# D PR FS 1p, El WALL MOUNTED OCCUPANCY SENSOR (HUBBELL DUAL TECHNOLOGY #ADi277W1) 44" 0019481,4 Q WALL MOUNTED VACANCY SENSOR (HUBBELL #RMSI40W) 44" 100B 100A �° 78784PE o� ® CEILING MOUNTED OCCUPANCY SENSOR --- •r (HUBBELL DUAL TECHNOLOGY #ATD2000C AND CU300A CONTROL UNIT) ® DAYLIGHT DIMMING SENSOR --- ���'/� MOUNTING LOCATION AND SENSITIVITY SETTINGS TO BE FIELD DETERMINED OREGON ®W MOUNTING DLOCATION AND SENSITIVITY TY SETTINGS TO BE FIELD DETERMINED SENSOR --- ...p4b1,• 14 2P'`'r(�� A. PR 4 ® DAYLIGHT SENSOR --- MOUNTING LOCATION AND SENSITIVITY SETTINGS TO BE FIELD DETERMINED !EXPIRATION DATE/Z ?, J (EX) EXISTING --- ®2018 THE ARCHITECT/ENGINEER ASSUMES NO R THE USE OF (R) RELOCATED --- RESPONSIBILITY HHiESEPSLA s FOR ANY PROJECT OTHER THAN NORTH SPECIFICALLY AUTHORIZED BY THEM AND SIGNED C CEILING MOUNTED --- CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE ( ) SEISMIC AND STRUCTURAL SUPPORTS FOR ALL ELECTRICAL / \ SEATLETHiSa ILDINGUSEINCE OR SONLYAPPUTORY CABLEIN rpt / \ AREAS MEETING THE STATED DESIGN CRITERIA. ._ EQUIPMENT, DEVICES, CONDUIT, LIGHTING, ETC. PROVIDE VERIFY ALL CONDITIONS /! gin, LATERAL SUPPORT AS REQUIRED PER OREGON STRUCTURAL SAI # 180069 r SPEC. CODE 2014 SEISMIC DESIGN CATEGORY D. FIELD IN FIELD PRIOR TO BIDS. VERIFY AND COORDINATE ALL REQUIREMENTS WITH c AUTHORITY HAVING JURISDICTION. DRAWING NUMBER: 0 iu , ELECTRICAL SYMBOLS • N POWER PLAN CODED NOTES c # ) J f, _ ,_ ,1A E 1 0 0 POWER PLAN 114 - 1 0 I. DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO INPUT BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACTOR MARK SYMBOL DESCRIPTION WATTS SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. AMERLUX HORNET HP RECESSED ADJUSTABLE LED WITH 15 a co F2 $> HOUSING #HDL-HP-R-A14-IS-LED-120-0-10V AND WATTS W 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BEDDING TRIM 4HDL-HP-RA-AI4-MBH-FL-3000-17 Z O FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THE BED ALL 0 co N COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR AMERLUX HORNET HP RECESSED FIXED LED FIXTURE WITH 15 c N TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS F3 . HOUSING #HDL-HP-R-A14-I5-LED-120-0-10V AND WATTS 5 w N COST. TRIM #HDL-HP-RD-A14-MBH-FL-3000-97 Wce Q CVO 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND NORA LIGHTING #NMR-I-I-3-N-I-0-75 RECESSED MULTIPLE PAR 0 ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN F4 LO O 0 30 SYSTEM WITH NMRT-652 SERIES TRIM #NMRT-1-3-652-WW. 36 STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WHITE FINISH, 3-LAMP, ADJUSTABLE LED DOWNLIGHT. WATTS WITHSTANDING. TI-4E CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY PROVIDE (3) TCP LED12E26P30S30KNFL PAR 30 LED LAMPS APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT ABB LIGHTING #FLP-24-D-53-W35 2'x4', RECESSED LINEAR LED 53 4. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. LI ACRYLIC LENS. WATTS 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION AND QUANTITY OF LITHONIA #EDG-W-1-R-EL LIGHTING FIXTURESEX1 CY-1 RED LETTERING, EDGE-LIT EXIT SIGN WITH 10 MINUTE Ni-CAD PER BATTERY BACK UP. 'W' INDICATES WALL MOUNT, 'C' INDICATES SIDE 6. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATESTE E NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES CEILING MOUNT. UL124 LISTED. o° o SHALL BE DUAL VOLTAGE (120/277 VOLT INPUT) WITH BATTERY BACKUP. LITHONIA QUANTUM SERIES #LHQM-LED-R-HO < 5W Uo 0 EX2 NATE THERMOPLASTIC WALL MOUNTED EXIT SIGN. EMERGENCY PER 7. CONTRACTOR IS RESPONSIBLE FOR ALL REFLECTED CEILING PLAN NOTES ON ARCHITECTURAL LIGHT COMBO WITH RED LETTERING AND 10 MINUTE Ni-CAD SIDE 2 2 DRAWINGS. BATTERY BACK UP. N 5. CONDUCTORS USED FOR EMERGENCY LIGHTING CIRCUITS SHALL BE #l0 AWG, MINIMUM, LIGHTING SCHEDULE NOTES: 0 AND SHALL BE RUN IN SEPARATE CONDUIT USED FOR NO OTHER PURPOSE 1. GENERAL CONTRACTOR IS TO VERIFY QUANTITIES OF FIXTURES/LAMPS ON LIGHTING AND POWER PLAN. 1. ADJUST MINIMUM WIRE SIZES FOR 20A BRANCH CIRCUITS FOR DISTANCE, MEASURED FROM THE 2. REFER TO ARCHITECTURAL PLANS FOR MOUNTING HEIGHTS/EXACT LOCATIONS OF ALL FIXTURES. PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET, AS FOLLOWS: 3, LIGHTS HITH -EM/NL INDICATE LIGHTS TO BE WIRED AS EMERGENCY/NIGHT LIGHT. I LESS THAN 100 FT - #l2 440.. z 1� j7 'A'l 101 AND 150 FEET - #10 ' ' INDICATES THAT MANUFACTURER'S LABEL MUST BE AFFIXED STATING THAT THE SHOWN FIXTURE ' / ) 1V) BETWEEN 151 AND 250 FEET - #5 WATTAGE IS THE MAXIMUM FIXTURE WATTAGE THAT CAN BE USED FOR THIS FIXTURE, BASED ON B.O.H. OVER 251 FEET - #6 LIGHTING ENERGY CODE REQUIREMENTS 101 F3o EF-1 F30 I0. FIELD VERIFY ALL CONDITIONS 9 2 G ) O N C as LPA-l7 C Q L1I3C 3 2 m LPA-23 Far TOILET o CX2 orcC4p ) 102 43 ' � q b INV I OM I 1- .. °B $ $$ •p7 cro V) c -d .. II W c C 0 LPA-7 U ;3L � O E — ——._ �—.— _ � ,� - c v n[.) OM '. 0 U) 0 Ls, E §/,'N `r' F2 F2 — F2 F2 'E tD if F2 F3� 0 000 1000k EM/NL Fa F3' \ 000 000 U Q6 M u) CV lF4 F4 N `:F2 0 Z SALES AREA :: rn O Cr) CD 100 F3� V LIGHTING PLAN GENERAL NOTES R LIGHTING FIXTURE SCHEDULE L 0- I 1 ( 7 ) z Z z 14V“) 000 10001 I. .I low 7-DAY, 24-HOUR, 365 DAY PROGRAi1. LIGHTING CIRCUIT - ZONE 'a' EM/NL Fa Q z SLPA-13 "11"1ABLE, CONNECT CIRCUIT THROUGH SINGLE POLE SWITCH CONTROLLED BY CONTACTOR AS SHOWN INCl- 2 CHANNEL DIGITAL LIGHTING CONTROL DETAIL ON THIS SHEET. SNITCH SHALL BE EQUIPPED HITH PILOT LIGHT <",:F2 � —1TIMECLOCK IN NEMA I — — —1 INDICATING THE CONDITION OF THE LIGHTS BEING CONTROLLED. REFER TO CODED NOTE 4 FOR I I Z ENCLOSURE. I GI I SWITCH LOCATION. 0 2. LIGHTING CIRCUIT - ZONE 'b' : O LPA-12- 1 ID---! STOREFRONT SIGN f f� �t TC1 LPA-20 Il c�� �P---L—STOREFRONT RECEPTACLES CONNECT CIRCUIT THROUGH SINGLE POLE SWITCH CONTROLLED BY CONTACTOR AS SHOWN IN Fz 1000 ^ IOOO� • - vJ (l! O_ • - LPA-9 }+--r—STOREFRONT LIGHTING LIGHTING CONTROL DETAIL ON THIS SHEET. SNITCH SHALL BE EQUIPPED WITW PILOT LIGHT, CH1 LPA-11� STOREFRONT LIGWTBOXES INDICATING THE CONDITION OF THE LIGHTS BEING CONTROLLED. REFER TO CODED NOTE 4 FOR F4 F4 - ' Imo' p SPARE SNITCH LOCATION. Lo co I — I SPARE 3. LIGHTING CIRCUIT - ZONE 'c' : LPA-1 0) TG1 _ CONNECT CIRCUIT THROUGH DOUBLE POLE SWITCH CONTROLLED BY CONTACTOR AS SHOWN IN F3< .-- CH2 4110 LIGHTING CONTROL DETAIL ON THIS SHEET. SNITCH SHALL BE EQUIPPED WITH PILOT LIGHT, v INDICATING THE CONDITION OF THE LIGHTS BEING CONTROLLED. REFER TO CODED NOTE 4 FOR F2 ( 7 ) .. SNITCH LOCATION. 1000 000 (f) ra Fa CZ I 4. MASTER LIGHTING SINITCHBANK: EM/NL C3 i IPROVIDE GANGED SNITCH LOCATION FOR LOCAL LIGHTING SWITCHES. PROVIDE UNDER COMMON 0 ')(/) FACEPLATE OR MULTIPLE FACEPLATES OF EQUAL WIDTHS. SEE 'LIGHTING CONTROL DETAIL' ON ( 7 ) LPA-I� b 50% SALES GENERAL LIGHTING LPA-3--I-41 THIS SHEET. ALL SWITCHES TO BE PILOT LIGHT TYPE, LIGHT ON WHEN SNITCHIS ON. �'�/ U7 50% SALES GENERAL LIGHTING �: ageLPA-3 F3 Ct LPA-7—1-1 • SALES DISPLAY LIGHTING F2 LPA-5 SALES LIGHTBOXES 5. STORE FRONT SIGN: PROVIDE JUNCTION BOX AND TOGGLE TYPE DISCONNECT SWITCH, WITH MINIMUM 12 WHIP FOR _________4 1_ _ SPARE p'CI ID I CONNECTION TO THE STORE FRONT SIGN. LOCATE ABOVE CEILING IN ACCESSIBLE LOCATION. OOO 1000 Z J SPRING WOUND L — — J COORDINATE EXACT REQUIREMENTS WITH SIGN VENDOR. F4 F4 0 TWO HOUR N 6. SHOW WINDOW LIGHTING AND SIGN: ❑ n' OVERRIDE SWITCH r-- — — -1 HOME RUN THROUGH CONTACTOR CONTROLLED BY TIMECLOCK. TIMECLOCK SHALL BE A 24 < 0 W CEILING MOUNTED I C3 I HOUR,7-DAY HITH SKIP-A-DAY FEATURE, "TORK" SERIES DZS200BP. SCHEDULE TIMECLOCK TO F2 _ ^J F3 .. LLI OCCUPANCY SENSOR. REFER I I TURN ON 1/2 HOUR BEFORE STORE OPENING AND OFF AT MIDNIGHT. CONTACTOR AND 5 S T CO TO E2.0 FOR LOCATIONS. o I TIMECLOCK SHALL BE WALL MOUNTED ADJACENT TO PANELS, F3 F3 0 F3 Z I ❑ CONNECT IN PARALLEL SO /73-G- EX1 W THAT ACTIVATION OF ANY L J 7. SALES AREA EMERGENCY/NIGHT LIGHT/EXIT CIRCUIT: < 0 ALL SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT SIGNS SHALL BE CONNECTED -- :7111 rI U SENSOR TURNS ON LIGHTING TO UNSWITCHED CIRCUIT 'LPA-23'. `F3' AND 'F4' FIXTURES MARKED 'EM' ARE TO BE +. -- _.. - C ...J LJJ W CONNECTED THROUGH EMERGENCY INVERTER, NIGHT LIGHT NORMAL BALLAST OF THESE0.. 0 LPA-23 BL EMERGENCY BL F3/F4-SWITCHED FIXTURES SHALL BE CONNECTED TO CIRCUIT 'LPA-23' SNITCHED THROUGH CEILING MOUNTED — T LPA-'1111 Npri INVERTER WH EM/NL FIXTURES OCCUPANCY SENSORS TO DE-ENERGIZE LIGHTING FIXTURES DURING UNOCCUPIED TIME, BUT I 6 I 0 r`J I� IY STILL PROVIDE EMERGENCY/EXIT LIGHTING FIXTURE BALLASTS AS REQUIRED DURING A LOSS _ OF CIRCUIT 'LPA-23' AT ANY TIME, FIXTURES ARE TO PROVIDE CONTINUOUS EGRESS AND i 0400 000 I F3� _ BYPASS 3 EMERGENCY ILLUMINATION PER NEC 700.16 AND 700.17 AND LIFE SAFETY CODES. PROVIDE [1--: F4 F4 I EM SHUNT 4 SCREW TYPE, LOCK ON DEVICE AT BREAKER. _ O O O 0 0 0 I RELAY — L_Fa O Fa_ _ J f — __� H H 8, NON-SALES AREA EMERGENCY/NIGHT LIGHT/EXIT CIRCUIT: ! - — EXIT SIGN (SEE PLAN ALL NON SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT LIGHTS SHALL BE — .E_.=— — Az -- C m � FOR QUANTITY) CONNECTED TO UNSNITCHED LEG OF LOCAL LIGHTING CIRCUIT. FIXTURES ARE TO PROVIDE vc 5 Z LPA-23i ' N_ CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER NEC 700.16 AND 700.17 AND LIFE 0 SAFETY CODES. PROVIDE SCREW TYPE, LOCK ON DEVICE AT BREAKER. 6 ,,,,xx EMERGENCY/EXIT CONNECTION STOREFRONT STOREFRONT J W ❑ TO BY-PASS TIMECLOCK AND 1. EXHAUST FAN: LPA-12 SNITCHING 120V, 1PH. REFER TO SHEET MI.O FOR MORE INFORMATION. DISPLAY AREA ENTRY VESTIBULE - -- '- 10. RUN UNSWITCHED LEG OF CIRCUIT TO EMERGENCY BALLAST AND SNITCHED LEG OF CIRCUIT 100B 100A �C�0 O PRopNE �� TO NORMAL BALLAST TO ALLOW FIXTURE TO BE SWITCHED WITH REST OF CIRCUIT. 42 ,6 LIGHTING CONTROLS LEGEND I1. PROVIDE DUAL-LITE LG-250-S 220 WATT EMERGENCY INVERTER MOUNTED ON HALL FORiv Cr 78784PE r BACKUP POWER TO SALES AREA EMERGENCY LIGHTING. REFER TO LIGHTING CONTROL DETAIL Cl STOREFRONT LIGHTINGMASTER LIGHTING SNITCH BANK ON THIS SHEET FOR MORE INFORMATION. STOREFS GN(S)RONT RECEPTS 'a' 'b' c / 4,OREGON 6 C2/a GENERAL LIGHTING LPA-5 15 OV• 14lOa �Q- C2/a GENERAL LIGHTING LPA-I LPA-3 LPA-7 �CFp• R�'�x<<„, dZ� �� 02/c DISPLAY LIGHTING — '" LIGHTBOXES _ — 0 0 [EXP�IRATIONDATE`nil/die j 50% SALES 50% SALES SALES VERIFY ALL CONDITIONS 2-HOUR ©2018 THE ARCHITECT I ENGINEER ASSUMES NO GENERAL GENERAL DISPLAY OVERRIDE IN FIELD PRIOR TO BIDS. RESPONSIBIIJTYORLIABILITY FOR THE USE OF NOTES: LIGHTING LIGHTING LIGHTINGTHESE PLANS FOR ANY PROJECT OTHER THAN • ALL CONTACTORS ARE NORMALLY SWITCH SPECIFICALLY AUTHORIZED BY THEM AND SIGNED REFERENCE NOTE AND SEALED FORSUCH LOCATION SHOWN ONTH E a OPEN, ELECTRICALLY HELD CLOSED, SPST SPST DPST CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED NORTH STATE,PROVINCELFORSUCT SPECIFIC HOWI THE v WITH THE NUMBER OF POLES AS W/ PILOT H/ PILOT H/ PILOT SEISMIC AND STRUCTURAL SUPPORTS FOR ALL ELECTRICAL SEAL THIS BUILDING USE IS ONLY APPLICABLE IN N AREAS MEETING THE STATED DESIGN CRITERIA. SHOWN. LIGHT LIGHT LIGHT EQUIPMENT, DEVICES, CONDUIT, LIGHTING, ETC. PROVIDE GENERAL CONTRACTOR SHALL REFERENCE CEILING 03 o • SUPPLY POWER TO CONTACTORS LATERAL SUPPORT AS REQUIRED PER OREGON STRUCTURAL PLAN AND ELEVATION SHEETS FOR ACTUAL9 SAI # 180069 (.4 THRU LPA-13 IN ALL CASES. SPEC. CODE 2014 SEISMIC DESIGN CATEGORY D. FIELD LIGHTING LAYOUT D1MEN510N5 AND MOUNTING N LOCATE CONTACTORS AND TIME VERIFY AND COORDINATE ALL REQUIREMENTS WITH HEIGHTS. DO NOT SCALE OFF OF THIS SHEET. DRAWING NUMBER: N CLOCK ADJACENT TO PANEL 'LPA'. AUTHORITY HAVING JURISDICTION. a UJ I- _ 2'- LIGHTING CONTROL DETAIL N LIGHTING PLAN CODED NOTES ( # ) J LIGHTING PLAN 114" = 1'-011 A E200 MOUNTING NEIGI-IT TO CENTERLINE , 277/480V SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE ELECTRICAL LOAD SUMMARY SYSTEM Q FIRE ALARM MANUAL PULL STATION 481 Panel Wiring Schedule (3-phase) , ACTUAL N.E.C. N.E.C. N.E.C. DEMAND FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE 80 Panelboard EXISTING"LPA" Voltage 1201208 Phase 3 Wire 4 DESCRIPTION CONNECTED I CONNECTED DEMAND KW/KVA KWIKVA FACTOR KW/KVA Cl) Li 00 0FIRE ALARM VISUAL SIGNAL DEVICE 80" Panel Type EXISTING Mains 225A MCB Mains Rating 225 A AIC Rating EXISTING LIGHTING 2.391 2.391 1.25 2.989 p , NI El FIRE ALARM AUDIO SIGNAL DEVICE 80" NEMA Type Enclosure 1 Mounting SURFACE Options Note EXISTING TO REMAIN cA N TRACK LIGHTING*** 0.000 0.000 0'x 15000!2FT 0.000 w N LTJ FIRE ALARM SPEAKER/VISUAL SIGNAL DEVICE 80" Ckt. Zone/ Brkr Brkr Actual Actual Brkr Brkr Zone/ Ckt. w I- NI Load Description Equip# Phase Equip# Load Description SHOW wlNDow CC < C Q p1.284 4.000 20'x 200w 1 FT 4.000 ❑ FIRE ALARM SPEAKER SIGNAL DEVICE 80" No. Note G p Opts _ Size" _-KW KW Size Opts Note No. LIGHTING** IM MAGNETIC DOOR HOLDER VIA FIRE ALARM SYSTEM 48" 20/2 NB/NC WH-1 RECEPTACLES 3.540 3.540 1 A SALES GENERAL LTG - EB/NC 20/1 0.198 A 2.080 2 1.0< 10 KW+0.5 111 3 B SALES GENERAL LTG - EB/NC 20/1 0.288 6 2.080 4 REMAINING KW 3.540 FACP FIRE ALARM CONTROL PANEL AS REQUIRED 5 C SALES LIGHTBOXES --- EB/NC 20.11 0.600 C 0.000 20/1 -- SPARE 6 ELECTRIC WATER HEATER 4.160 4.160 1.0 4.160 FAA FIRE ALARM REMOTE ANNUNCIATOR PANEL AS REQUIRED 7 C SALES DISPLAY LTG -- EB/NC 20/1 0.216 A 0.000 8 - _.. 30/2 EB - SPARE FABP FIRE ALARM BOOSTER PANEL AS REQUIRED 9 TC STOREFRONT LIGHTING -- EB/NC -.-20/1 0.144 B 0.000 10 MISCELLANEOUS 0.200 0.200 1.0 0.200 11 TC STOREFRONT LIGHTBOXES -- EB/NC 20/1 0.600 C 1.200 20/1 EB/EC - STOREFRONT SIGN TC 12 -- FA FIRE ALARM JUNCTION BOX AS REQUIRED 13TIMECLOCK - EB/NC 20/1 0.200 A 0.540 14 MOTORS 0.000 0.000 1.0 0.000 0 FIRE ALARM DUCT MOUNTED SMOKE DETECTOR --- 15 TOILET ROOM RECEPT. - EB/NC 20/1 0.180 B 0.540 15/3 EB/EC - (E)AHU-1 16 FIXED ELECTRIC A17 STOCKROOM LIGHTING -- EB/NC 20/1 0.089 C 0.540 18 HEATING* 7.998 7.998 1.0 7.998 ❑ REMOTE ALARM/TEST SNITCH FOR DUCT DETECTOR AS REQUIRED E E 19 SPARE - EB/NC 2011 0.000 A D.54D 20/1 - STOREFRONT RECEPT. TC 20 125%OF LARGEST 0 0 • CEILING MOUNTED SMOKE DETECTOR --- - HVAC SYSTEM • 1.620 1.620 .,** 1.620 - c.!21 CASHWRAP RECEPT. EBINC 20/1 0.360 B 0.600 20/1 --- SALES LED DISPLAY 22 0 ® FIRE ALARM WATER FLOW SNITCH AS REQUIRED 23 EMERGENCY LIGHTING - LJEB/NC 20/1 0.400 C 2.666 24 TOTAL 21.193 23.909 24.507 .c .c TS FIRE ALARM TAMPER SWITCH AS REQUIRED 25 NON-SALES RECEPT. -- EB/NC 20/1 0.540 A 2.666 30/3 EB/EC -- (R) DH 26 E F MECHANICAL FEEDER/CONNECTION SCHEDULE 27 SALES RECEPT. - EB/NC 20/1 0.180_ B 2.666 28 N c ® FIRE ALARM RELAY AS REQUIRED NOTES .c 29 SALES RECEPT. - EB/NC 20/1 0.720 C 0.000 30 * USE GREATER LOAD OF THE TWO CATAGORIES0 ,_c, Ei DIGITAL COMMUNICATOR AS REQUIRED - . 40/2 EB -- SPARE . FEEDERS 31 TELEPHONE BOARD RECEPT. EB/NC 20/1 0.360 A 0.000 32 ** NEC ARTICLE 220-43 REQUIREMENT(200VA 1 FT OR ACTUAL CONNECTED) TYPE OF BRANCI I NEC ARTICLE 220-43 REQUIREMENT(150VA12 FT OR ACTUAL CONNECTED) (E) EXISTING --- ITEM VOLTAGE NP KW M.C.A. REMARKS 33 SPARE - EB 2011 0.000 B 0.000 -- --- - SPACE _ 34 *** !WIRE GOND CONN BREAKER 35 SPACE -- - -- 0.000 C 0.000 - -- -- SPACE 36 **** 125%OF THE LARGEST MOTOR OR COMPRESSOR ALREADY INCLUDED INI (R) RELOCATED --- 37 SPACE -- -- 0.000 A 0.000 -- -- - SPACE 38 ACTUAL&NEC CONNECTED KWIKVA TOTAL (C) CEILING MOUNTED --- 208V _ ___ 3#12 AND AC' SEE 39 SPACE --- - -- 0.000 B 0.000 - -- -- --- SPACE 40 WH-I 1PH -- 4•IG 1#12 GRD 3/4 TOGGLE 20A-2P NOTE #2 41 SPACE - - - 0.000 C 0.000 -- - - SPACE 42 _ N.E.C. DEMAND KVAx 1000 tin SNITCH I SYSTEM VOLTAGE xY3 = MINIMUM FEEDER AMPERAGE • Lo EXISTING EXISTINGNotes 2 a RELOCATE EXISTING CEILING MOUNTED (B) 208V 1.0 --- 4.5 4#12 AND (EX) SEE DISC. 15A-3P 24.507 x 1000 '`t SMOKE DETECTORS AND TIE INTO Al-IU-1 3PH 1#12 GRD 3/4 *SWITCH NOTE #3 All circuit breakers to be 20-Amp, 1-Pale unless otherwise noted. Breaker Options 29.5 AMPS I TENANT'S FIRE ALARM JUNCTION BOX. NB-New breaker 480 x 1.73 0 EXISTING EXISTING EB- Existing breaker 5, © (R) 208V --- 8.0 22.2 4410 AND (EX) DISC. 30A-3P SEE cirs / FURNISH AND INSTALL WALL MOUNTED 3PH 1#12 ORD 3/4 SNITCH NOTE #3 NO-New circuit TRANSFORMER SUMMARY 120/208v ci DEVICES AS SHOWN ON DRAWING E1.0 EC- Existing circuit SYSTEM13C Q NOTE: Actual Load Totals: Ph.A 7.340 kw 61.1 A L Handle lock on device ACTUAL N.E.C. N.E.C. LD I. DISCONNECT SWITCH IS PROVIDE BY MANUFACTURER N.E.C. DEMAND Ph. 8 7.03$ kw 58.6 A H -Heating,AIC&Refrigeration DESCRIPTION CONNECTED CONNECTED FACTOR DEMANDI z EXISTING FIRE 2. DISCONNECT IS TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR Ph. C 6.815 kw 56.7 A G -Ground Fault Circuit Interrupter KW/KVA KWIKVA KW/KVA CB in '71- ALARM J-BOX (COORDINATE WITH SUB-CONTRACTORS, FOR INSTALLATION). Total 21.193 kw 58.8 A LIGHTING 2.391 2.391 1.25 2.989 SEE SHEET 3. EXISTING DISCONNECT TO REMAIN. C 4E3 n- EIA FOR 1 Zone/Note Zone-Lighting Control Zones 'a LOCATION AND (All Phases to be balanced to within 7%using Actual Load Totals.) Notes-IG=Isolated Ground Circuit TRACK LIGHTING'** 0.000 0.000 0'x 150W/2FT 0.000 V) C ti 4-: w c ADDITIONAL `) GENERAL CONTRACTOR SHALL CONTRACT WITH MALL SHOW WINDOW Y u) NOTES APPROVED FIRE ALARM CONTRACTOR FOR FINAL FIELD VERIFY ALL CONDITIONS LIGHTING** 1.284 4.000 20'x200w/FT 4.000 UO a S CONNECTION TO LANDLORD FIRE ALARM SYSTEM. 1.0< 10 KW+0.5 T in VERIFY EXACT LOCATION AND REQUIREMENTS WITH RECEPTACLES 3.540 3.540 3.540 fo Cj in- DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING REMAINING KW MALL OPERATIONS MANAGER. E ;71OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACT SHALL ELECTRIC WATER FIRE ALARM RISER NOTES: INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING HEATER 4.160 4.160 1.0 4.160 NoCONDITIONS. O 1. SEE SHEET E1.0 FOR ACTUAL NUMBER OF DEVICES, AND ADDITIONAL NOTES. MISCELLANEOUS 0.200 0.200 1.0 0.200 (41 .-` 2. ALL MATERIALS SHALL BE NEN AND BEAR UL LABELS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING 3. SUPPLY SHOP DRAWINGS FOR FIRE ALARM SYSTEM TO LOCAL AUTHORITY FOR APPROVAL PRIOR FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL MOTORS 0.000 0.000 1.0 0.000 TO INSTALLATION. COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR FIXED ELECTRIC 4. FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION AS TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS HEATING' 7.998 7.998 1.0 7.998 INDICATED. COST.' 5. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NEC, NEPA, STATE AND LOCAL CODES. HVAC SYSTEM ' 1.620 1.620 125%OF LARGEST 1.620 BIDDING CONTRACTORS SHALL PAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES FIRE ALARM SEQUENCE OF OPERATION: AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT TOTAL 21.193 23.909 24.507 ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. W I. UPON ALARM SIGNAL FROM ANY INITIATING DEVICE THE FIRE ALARM PANEL SHALL: THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT A. INITIATE AN ALARM SIGNAL AT TENANT'S PANEL AND LANDLORD'S MAIN FIRE ALARM PANEL. DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. NOTES < d B. SHUT DOWN TENANT'S HVAC SYSTEM (IF APPLICABLE) * USE GREATER LOAD OF THE TWO CATAGORIES Uco VERIFY ALL REQUIREMENTS WITH LANDLORD AND LOCAL POWER COMPANY PRIOR TO BID. COC. INITIATE MALL'S AND TENANT'S HORN/STROBES. ** NEC ARTICLE 220-43 REQUIREMENT(200VAlFTORACTUAL CONNECTED) D vJ CN1 INCLUDE IN BID THE COST OF ALL WORK REQUIRED FOR A FULLY OPERATIONAL ELECTRICAL D. ACTIVATE THE TENANT ZONE SMOKE CONTROL EXHAUST SYSTEM AND THE MALL OUTSIDE AIRSERVICE SYSTEM INCLUDING BUT NOT LIMITED TO AIC RATINGS, FEEDER SIZE, METER *** NEC ARTICLE 220-43 REQUIREMENT(150VA/2 FT OR ACTUAL CONNECTED) N SUPPLY.(IF APPLICABLE) REQUIREMENTS, UPGRADE OF LANDLORD'S EQUIPMENT, CONDUIT, ETC. **** 125%OF THE LARGEST MOTOR OR COMPRESSOR ALREADY INCLUDED IN C Z 0 E. NOTIFY LOCAL FIRE DEPARTMENT OF FIRE EMERGENCY LOCATION. ACTUAL&NEC CONNECTED KWIKVA TOTAL r n V� rren� O � co (3) N.E.C. DEMAND KVAx 1000 = MINIMUM FEEDER AMPERAGE (011/ Z V 0 0 FIRE ALARM RISER DIAGRAM AND NOTES R, MECHANICAL FEEDER/CONNECTION SCHEDULE L SYSTEM VOLTAGE x11-3 0 zW T 24.507 x 1000 _ la 68.1 AMPS 2 ID 208x 1.73 ° RISER DIAGRAM GENERAL NOTES: G. DISCONNECT SWITCHES AND PANELS SHALL BE INSTALLED ON PLYWOOD BACKERBOARDS. < < < „ „ H. TENANT CONTRACTOR MUST VERIFY ELECTRICAL SERVICE, SUB-FEED WIRING AND PANELS PRIOR 7� '. a J A. HVAC CIRCUIT BREAKERS TO BE HACR TYPE WHERE REQUIRED BY EQUIPMENT NAMEPLATE PER TO START OF TENANT'S ELECTRICAL WORK. Z > W I- N.E.C. B. BALANCE ALL PANELS AND ELECTRICAL EQUIPMENT, UNDER LOAD CONDITIONS, TO ±7% BETWEEN I. TENANT GENERAL CONTRACTOR SHALL MAKE APPLICATION TO THE MALL/LOCAL UTILITY ELT-41N ..l..a O PHASES: A/B, B/C, C/A REGARDLESS OF CIRCUITING INDICATED. PROVIDE BALANCE SHEET TO CONTINUED USE OF ELECTRIC METER AND METERED ELECTRIC SERVICE IN THE TENANT'S CONSTRUCTION MANAGER AT PUNCT-'LIST. NAME.TENANT GENERAL CONTRACTOR SHALL CONFIRM ALL LOCAL UTILITY GUIDELINES AND /1 (n REQUIREMENTS PRIOR TO BID, SHALL INCLUDE THE COSTS OF THESE REQUIREMENTS IN THE BID, BUSSMANNFC2 availablE faultC. PROPER CLEARANCE MUST BE MAINTAINED ABOUT ELECTRICAL EQUIPMENT PER N.E.C. FIELD VERIFY AND SHALL COMPLY WITH THEM DURING CONSTRUCTION. I currEnt calculator Q Lo EXACT MOUNTING SPACE AVAILABLE IN ELECTRICAL ROOM/AREA PRIOR TO INSTALLATION OF Voltage Drop Calculator oo ELECTRICAL EQUIPMENT. J. APPLICATION FOR A TEMPORARY ELECTRIC METER AND CONVERSION TO A PERMANENT ELECTRIC Lt) METER SHALL BE SUBMITTED TO THE UTILITY UPON AWARD OF CONTRACT. INSTALLATION AND 0) D. MAKE ALL FINAL ELECTRICAL CONNECTIONS FOR A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM. PROVISIONS FOR SAME SHALL COMMENCE WITHIN THE FIRST WEEK OF CONSTRUCTION. Result E. ALL CONNECTIONS TO LANDLORD'S SERVICE EQUIPMENT SHALL BE AS DIRECTED BY LANDLORD'S K. TENANT CONTRACTOR SHALL LEGIBLY MARK IN FIELD THE MAXIMUM AVAILABLE FAULT CURRENT, Voltage drop: 6.44Oilr System . Details SITE REPRESENTATIVE. TENANT GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DATE FAULT-CURRENT CALCULATION WAS PERFORMED, AND BE OF SUFFICIENT DURABILITY TO Voltage drop percentage: 1.34°Io �{ TERMINATION EXPENSES. WITHSTAND THE ENVIRONMENT INVOLVED PER NEC SECTION 110.24. "v Voltage at the end:473.56 F. SYSTEM SHALL BE GROUNDED TO THE MAIN BUILDING'S GROUNDING SYSTEM. Please note that the result is an estimation based on normal condition. The actual voltage drop can vary Project Name: LOV - Washington Square, OR (n depend on the condition of the wire,the conduit being used, the temperature,the connector, the frequency System Type: Three-Phase W w CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED etc. But, in most cases, itwlfl be very close. Creator Name: Jeffrey Holley Z SEISMIC AND STRUCTURAL SUPPORTS FOR ALL ELECTRICAL "'"I : EQUIPMENT, DEVICES, CONDUIT, LIGHTING, ETC. PROVIDE - - Creator Email: jholley@shremshock.com LATERAL SUPPORT AS REQUIRED PER OREGON STRUCTURAL Shremshock Engineering, Inc. n � 'i' Creator Company/Organization: CD d SPEC. CODE 2014 SEISMIC DESIGN CATEGORY D. FIELD Wire Material Copper • Lu VERIFY AND COORDINATE ALL REQUIREMENTS WITH Creator Title/Position: Electrical Design Engineer LLI a_ LANDLORD TENANT AUTHORITY HAVING JURISDICTION. Wire Size 1 AWG (83.7 kccnil) • I Voltage 480 Creation Date. Feb Ifi, 2018 @ 3:00pm I (I)VERIFY EXISTING MINIMUM (3)#i - t U 2 AND (1)#8 GROUND IN I-I/4" Phase -AC 3-phase * r^ CONDUIT. X Number of conductors single set of conductors • Grt,f70Q A 4P5 V J �/ Y 7 - - - �tota1 s.r.II-1.-L1 0 ill Distances! 3001 feet • Voltage (L-L) 480 V �,J r n = Load current 100 Amps. Q V U CONDUCTOR RUN - Cl 0 Q FAULT 'X1` l I Calculate LENGTH 300 FT L.I_ 0 z ASSUMED SIZE I. I- f: 65,000 SCA I EXISTING IOOA FUSED O FAULT 'X2' DISCONNECT. PROVIDE Voltage Drop Calculator v QTY 1 U w 6 104 SCA = (per phase) m EXISTING LANDLORD 1600.0, T - - - - � IOOA FUSES TO REMAIN, O W Z 450/277V, BPH 400 M\ M\ FIELD VERIFY PRIOR TO Result Z TYPE Three Single ConductorsI TCI ?� ENTERING SWITCHBOARD ,.., L i, ` r- - - - -� BID. r CH1 EXISTING 100/3 I Voltage drop: 2.80L C? CONDUIT Steel W Et g IOOA I Voltage drop percentage: 2.33% 'PANEL 'LPA' I Li WIRE Cu, 600 V no 1 Voltage at the end: 117.2 EXISTING ELECTRICAL LM\ lM\ 111 i 12O/208V L T --- Please note that the result is an estimation based on normal condition.The actual voltage drop can vary 4#1-�p EPRO�`04, BASE AND METER TO REMAIN. _ 3PH, 400 VERIFY EXISTING depend on the condition of the wire.the conduit Being used.the temperature,the Connector,the frequency 0 0 FR 1) F 1225A MOB I (3)#1 AND (1)#8 etc. But, in most cases.it will be very close_ �� 78784PE 7 GROUND IN 1-1/4 6,104 AMPS er r - J 142 SPACE lweras.e.LI c-I.r - - - I CONDUIT. © \ I Voltage (L-L) 480 V • Lp LTJ EXISTING 100A BOLTSWITCH T I Wire Material Co er ■ OREGON (PROVIDE 100A FUSES). VERIFY EXISTING I I 'EXISTING XFMRI TRANSFORMER - T1 / �(<.....`vo t, 14,2a���,- _ _ _ _ J (4)#4/0 AND (1)42 I L -I 75KVA, 480V, I FIELD VERIFY Wire Size 12AWG (6.53 kcmil) • IKVA 75 CFA PRP� / I- GROUND IN 2- 3PH PRIMARY, EXISTING 42 CU az/1j/j= Inn n n n I CONDUIT. - - - - I 208V/I20Y I BOND TO Voltage 120 LI LU u u u FAULT 'X3'�I SECONDARY. L BUILDING STEEL i Voltage dyri 208 (�(PIR4TIONDATE�?�J/1d I I Phase 'AC single phase • %Z 5.50 C7 3r 02018 THE ARCHITECT!ENGINEER ASSUMES NO L 3,23q SCA RESPONSIBILITY OR LIABILITY FOR THE USE OF FINISH FLOOR fl • f %Z TOL -10% (Max Fault) THESE PLANS FOR ANY PROJECTOTHERTHAN Number of conductors sin le set of conductors F F SPECIFICALLY AUTHORIZED BY THEM AND SIGNED a DIST. APPROX. 300'-0" DISTANCE TO FURTHEST RECEPTACLE Distances T 551 feet • AND SEALED FOR SUCH SPECIFIC SHOWN ONOCATION THE STATE,PROVINCE OR TERRITORY SHOWN ON THE SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN N 1 FIELD VERIFY. APPROX. 555'-Q" AREAS MEETING THE STATED DESIGN CRITERIA. Load current 16 Amps FAULT - 3 co S N yy 3,239 AMl4S AI # 180069 `lpEaisc rlZ-L1 N 11=1 N Voltage (1,-L) 208 V DRAWING NUMBER: I W F-- ELECTRICAL RISER AND NOTES J PANEL SCHEDULES AND LOAD SUMMARIES A E300 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL Y. UPON COMPLETION OF THE WORK, GENERAL CONTRACTOR SHALL FURNISH TO THE ARCHITECT A G. SWITCHES SHALL BE QUICK-MAKE, QUICK-BREAK. THE OPERATING HANDLE SHALL BE AN INTEGRAL PART C. TRANSFORMERS WHICH ARE NOT FLOOR MOUNTED SHALL BE SECURELY MOUNTED FROM THE BUILDING K. WARRANTY PERIOD FOR COMMUNICATIONS CONNECTIVITY (INCLUDING COPPER): MANUFACTURER'S _ _ CERTIFICATE OF INSPECTION AND APPROVAL FROM THE ABOVE DEPARTMENT BEFORE FINAL PAYMENT ON OF THE BOX, NOT THE COVER. PROVISIONS FOR PADLOCKING THE SWITCH IN THE "OFF" POSITION WITH STRUCTURE, REINFORCED WALLS, OR AS NOTED ON DRAWINGS. PROVIDE VIBRATION ISOLATORS AT STANDARD, BUT NOT LESS THAN 25 YEARS FROM DATE OF CONTRACT COMPLETION, A. THE FOLLOWING TERMS APPLY TO WORK PERFORMED UNDER THIS CONTRACT: CONTRACT WILL BE ALLOWED. AT LEAST THREE LOCKS SHALL BE PROVIDED. SWITCHES SHALL HAVE A DUAL COVER INTERLOCK TO MOUNTING POINTS TO REDUCE VIBRATION NOISES. PROVIDE FLEXIBLE METALLIC CONDUIT WITH PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR WHEN THE HANDLE IS IN THE "ON" POSITION, GROUNDING HUSHING<S> FOR PRIMARY AND SECONDARY CONNECTIONS TO TRANSFORMER<S>. 27 22 00 DATA NETWORK EQUIPMENT Q I. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE Z. TEST WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS BEFORE EQUIPMENT IS CONNECTED. AND TO PREVENT CLOSING OF THE SNITCH MECHANISM WITH THE DOOR OPEN. THE HANDLE POSITION TRANSFORMERS SHALL BE LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER AS TO KEEP Cl) IA CO ABOVE REFERS TO LOVESAC. WHEN DIRECTED BY ARCHITECT, DEMONSTRATE BY PROPER VOLTAGE MEGGER TEST OF INSULATION SHALL INDICATE WHETHER THE SWITCH IS "ON" OR "OFF". NOISE LEVELS WITHIN THE SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN CODE REQUIRED A. THE LOCAL AREA NETWORK (LAN) SHALL BE CAPABLE OF 10/100/1000 M5/5 FULL DUPLEX DATA Z = 'l'� 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY RESISTANCE OF CONDUCTORS AND REPLACE CONDUCTORS WHICH FAIL SAID TESTS UNTIL CONDUCTORS CLEARANCES. TRANSMISSION VIA 4-PAIR CAT 6E UTP CABLE TO EVERY DATA JACK OUTLET. EQUIPMENT SHALL BE 0 CO N CONDITIONS AND OTHER SPECIFICATIONS SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF ARE FREE FROM INSULATION FAULTS. H. SNITCHES SHALL BE FURNISHED IN NEMA I GENERAL PURPOSE ENCLOSURE EXCEPT SNITCHES LOCATED THE LATEST MODEL AVAILABLE AT THE TIME OF DELIVERY AND INSTALLATION. CO CO N DIVISION 26 THROUGH 28. OUTDOORS SHALL BE NEMA 3R WEATHERPROOF (WP). NEMA 3R ENCLOSURE SHALL BE MANUFACTURED D. ADJUST TAPS IN EACH TRANSFORMER TO PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 W w N 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW AA. ELECTRICAL LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY EXACT LOCATION OF FROM GALVANIZED STEEL. ENCLOSURES SHALL HAVE A GRAY BAKED ENAMEL FINISH, VOLTS MAXIMUM ONCE THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LOW VOLTAGE B. ETHERNET SWITCHES AND NETWORK MANAGEMENT SOFTWARE: N DRANINGS FOR ALL DIVISIONS OF NORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS EQUIPMENT, ETC., AND MAY BE REVISED TO SUIT THE CONSTRUCTION CONDITIONS AND AID IN ELECTRODEPOSITED, ON CLEANED, PHOSPHATIZED STEEL. PANELBOARD<S>. PROVIDE FINAL VOLTAGE REPORT TO TENANT'S CONSTRUCTION MANAGER AT TIME OF Ce WORK AND THE WORK OF THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS COORDINATION WITH WORK OF OTHER CONTRACTORS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, PUNCH-OUT. I. 3C-OMI0 CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF BID SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN I. SWITCHES SHALL BE RATED FOR AC. FUSIBLE SNITCHES MUST ACCEPT CLASS R FUSES AND HAVE 2. CISCO DOCUMENTS. WRITING PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO ADVISE PROVISIONS TO REJECT FUSES EXCEPT CLASS R. THE UL LISTED SHORT CIRCUIT RATING OF THE 26 51 00 INTERIOR LIGHTING 3. HP 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THIS TENANT'S CONSTRUCTION MANAGER IN WRITING OF ANY VARIATIONS TO CONTRACT DOCUMENTS PRIOR SWITCHES SHALL BE 200,000 RMS SYMMEIKICAL AMPERES WHEN CLASS R FUSES ARE USED. WORK AND THE WORK OF THE SUBCONTRACTORS TO COMPLY WITH THE TENANT'S SCHEDULE AND TO SUBMISSION OF THE BID. OTHERWISE, TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF A. INSTALL LIGHTING FIXTURES AS SHOWN ON THE DRAWINGS. C. ETHERNET SNITCHES: THE PROJECT COMPLETION DATE. CONTRACT DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION J. NAMEPLATES SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES SHALL BE LAMINATED PHENOLIC 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID SUBMISSION TO DETERMINE CONDITIONS PERMITTED. WITH A WHITE SURFACE AND BLACK CORE. USE 1/16" THICK MATERIAL FOR NAMEPLATES UP TO 2"x4" B. LIGHTING FIXTURES SHALL BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES AND BALLASTS I. PROVIDE RACK MOUNTED SWITCHES. AFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY AND USE 1/8" THICK MATERIAL FOR LARGER SIZES. ALL NAMEPLATES SHALL BE FURNISHED AND SHALL BE CBM CERTIFIED BY ETL. 2. SWITCHES SHALL BE RATED 10/100/1000 BASE-T LINE SWITCHING SPEED (RJ-45). PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S AB. ELECTRICAL DRAWINGS ARE INTENDED TO INDICATE APPROXIMATE LOCATIONS OF SWITCHES, INSTALLED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO COORDINATE WITH THE LOCAL 3. SWITCHES SHALL HAVE TWENTY-FOUR 1005ASE-T PORTS BID. BID SUBMISSION SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND RECEPTACLES, LIGHTING FIXTURES AND OTHER ITEMS OF VARIOUS ELECTRICAL SYSTEMS OF PROJECT. BUILDING AUTHORITY OR BUILDING INSPECTOR ON WHICH ITEMS SHOULD HAVE A NAMEPLATE. C. PROVIDE LIGHTING FIXTURES COMPLETE WITH BALLASTS, SOCKETS, LAMPS, END AND TRIM PLATES AND 4. SWITCH FEATURES SHALL INCLUDE, BUT NOT LIMITED TO: ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND EXACT LOCATIONS AND ROUGH-IN DIMENSIONS FOR WORK AND EQUIPMENT SHALL BE OBTAINED FROM MOUNTING ACCESSORIES REQUIRED FORA COMPLETE FIXTURE INSTALLATION. a. STORE-AND-FORWARD SWITCHING SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF ARCHITECT OR ARCHITECT'S REPRESENTATIVE AS NORK PROGRESSES. SHOULD THE GENERAL K. FUSES SHALL BE BUSSMANN, SIZES AS NOTED ON DRAWINGS. b. FULL/HALF DUPLEX AUTO-NEGOTIATION RESPONSIBILITY IN PERFORMANCE OF WORK. CONTRACTOR FAIL TO PROPERLY OBTAIN SUCH LOCATIONS OR DIMENSIONS, THE GENERAL CONTRACTOR D. USE RAPID-START HIGH-POWER-FACTOR ELECTRONIC BALLASTS AND T8 LAMPS, UNLESS NOTED c. BACK PRESSURE FLOW CONTROL FOR HALF-DUPLEX 6. REFER TO RESPONSIBILITY SCHEDULE ON THE ARCHITECTURAL DRAWINGS FOR INFORMATION IN SHALL CHANGE THIS WORK AT THE GENERAL CONTRACTOR'S EXPENSE WHEN REQUESTED BY ARCHITECT. L. FUSES SHALL BE UL LISTED, CURRENT-LIMITING TYPE, MINIMUM 200,000 AMPS INTERRUPTING CAPACITY. OTHERWISE. FURNISH SPECIAL LOW TEMPERATURE BALLASTS FOR EXTERIOR MOUNTED FIXTURES. d. BROADCAST STORM SUPPRESSION E EE REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. ARCHITECT RESERVES THE RIGHT TO MAKE MINOR CHANGES IN LOCATION OF ELECTRICAL WORK OR e. 802.ID SPANNING TREE PROTOCOL (5TP) EQUIPMENT PRIOR TO ROUGHING IN WITH NO ADDITIONAL COST TO TENANT. TENANT'S CONSTRUCTION M. FUSES 1 AMP AND ABOVE SHALL BE BUSSMANN "LOW PEAK" 5K-I. 250 VOLT FUSES SHALL BE USED ON E. USE STEEL WIRE HANGERS FASTENED TO THE BUILDING STRUCTURE TO SUPPORT RECESSED FIXTURES f. 802.IW RAPID SPANNING TREE PROTOCOL (RSTP) Y .i B. PROVIDE MATERIALS AND EQUIPMENT AND PERFORM LABOR REQUIRED TO INSTALL NEW COMPLETE MANAGER RESERVES THE RIGHT TO RELOCATE OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED 208/120 VOLT SYSTEMS. AT EACH CORNER. (FOUR CORNER SUSPENDED). FIXTURES TO FIT TIGHT AGAINST CONSTRUCTION TO .2. 802.IQ VLAN SUPPORT 8 U8 ELECTRICAL SYSTEM AS INDICATED ON DRAWINGS, AS REQUIRED BY CODE AND AS SPECIFIED HEREIN, WITHOUT ADDITIONAL COST. ELIMINATE LIGHT LEAKS. h. 802.IP TRAFFIC PRIORITIZATION E E IN DIVISIONS 26, 27, AND 28. WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: N. CONTROL FUSES FOR MOTOR STARTERS, CONTACTORS, AND CONTROL PANEL TRANSFORMERS SHALL HE I. 1802.3X FULL-DUPLEX FLOW CONTROL m q> AC. THE ARCHITECT RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN BUSSMANN FNQ-R SIZED AT 500% RATED CURRENT. F. WALL-MOUNTED FIXTURES SHALL BE MOUNTED PLUMB WITH BUILDING LINES AND INSTALLED WITH j. j802.3AD LINK AGGREGATION. w N I. TEMPORARY SERVICE AS REQUIRED. THE ARCHITECT'S OPINION, DO NOT PRESENT AN ORDERLY OR REASONABLY NEAT OR WORKMANLIKE PROPER BOX AND COVER HARDWARE. k. IGMP VI AND V2 SNOOPING. t> 2. EMERGENCY AND EXIT LIGHTING SYSTEMS. APPEARANCE, PROVIDED THAT SUCH ITEM<S> CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY 0. FURNISH SPARE FUSES TO THE TENANT IN THE FOLLOWING QUANTITIES: 10% OF TOTAL PROJECT0 3 3. CONDUIT AND CABLES FOR TELEPHONE AND DATA SYSTEMS AS SHOWN ON THE DRAWINGS. METHODS USUAL IN SUCH WORK, OR WHICH DOES NOT COMPLY WITH CONTRACT DRAWINGS OR QUANTITY (BUT NOT LESS THAN THREE (3) FOR EACH TYPE AND RATING OF FUSES). G. SURFACE-MOUNTED FIXTURES SHALL COVER MOUNTING HARDWARE. U5E A CANOPY THAT 15 NO LONGER 5. ADVANCED QUALITY OF SERVICE' SHALL PRIORITIZE TRAFFIC TO ENSURE MAXIMUM NETWORK 4. ELECTRICAL PANEL AND BRANCH CIRCUIT WIRING. SPECIFICATIONS. SUCH REMOVALS OR REPLACEMENTS SHALL BE DONE BY CONTRACTOR AT THAN THE LENGTH AND WIDTH OF THE FIXTURE AND AT A HEIGHT THAT IS NO HIGHER THAN REQUIRED PERFORMANCE AND OPTIMIZE IP TELEPHONY, VIDEO, AND DATA. 5. HIRING DEVICES AND PLATES. CONTRACTOR'S EXPENSE WHEN 50 DIRECTED IN WRITING BY ARCHITECT. P. PROVIDE A TYPED LIST OF SPARES FUSES. TO MOUNT FIXTURE ABSOLUTELY VERTICAL. CANOPY FINISH SHALL MATCH FIXTURE FINISH. 6. EACH SWITCH SHALL SUPPORT THE FOLLOWING SNMP STANDARDS: 6, LIGHTING FIXTURES AND LAMPS, INSTALLATION AND WIRING. a. ESNMP PROTOCOL (RFCI157) 7. LIGHTING CONTROLS. AD. MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT Q. CIRCUIT BREAKERS SHALL BE QUICK-MAKE, QUICK-BREAK, THERMAL-MAGNETIC-TRIP (ENCLOSURE H. STEM-MOUNTED FIXTURES SHALL BE MOUNTED SO AS TO BE ABSOLUTELY VERTICAL AND HORIZONTAL. b. M15-11 (RFC 1213) 8. ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS, SIGNS, CORNICE LIGHTING, CASE DRAWINGS, SUCH AS: COMPENSATED), MOLDED CASE TYPE, UL LISTED. 15 AND 20 AMP SINGLE-POLE BREAKERS SHALL INSTALL AND SUPPORT AS SHOWN ON DRAWINGS. c. BRIDGE MIB (RFC1493) LIGHTING, ETC., AS SHOWN ON DRAWINGS. I. LOCATION OF JUNCTION BOXES AND RECEPTACLES. CARRY THE UL "SND" MARKING. LINE SIDE TERMINALS SHALL BE BOLTED TO MAIN HUSBARS. BREAKER d. RMON MIB II (RFC 2021) 9. INSTALLATION OF CONDUIT AND CABLES FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. RATINGS SHALL BE PER DRAWINGS. 27 00 00 GENERAL REQUIREMENTS e. REMOTE MONITORING MIB (RC 1757) V) 10. SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR AS 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT . f. INTERFACE MIB (2233) STANDARDS: NECESSARY TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE DEPARTMENT SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. R. EXISTING TO REMAIN CIRCUIT BREAKER I Tt'E POWER, HEATING AND LIGHTING PANELBOARDS AS SHOWN A. PROVIDE MATERIALS, LABOR, TOOLS, TRANSPORTATION INCIDENTALS AND APPURTENANCES TO 'n REQUIREMENTS. ON THE DRAWINGS. COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER WORK CALLED FOR HEREIN AND AS 7. EACH SWITCH SHALL SUPPORT THE FOLLOWING SECURITY 8 II. INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC. ALSO, ANY ADDITIONAL AE. AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, MAKE FINAL CORRECTIONS TO DRAWINGS INDICATED ON THE DRAWINGS. a. RADIUS (RFC 2865, RFC 2869) _ CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT PERMITTED. AND CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. PLACE ONE COPY OF DRAWINGS S. PANELBOARDS ARE EXISTING TO REMAIN. b. SESSION ACCOUNTING (RFC 2866) Q 12. THE GENERAL CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING, STAMPED "DO NOT REMOVE" IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANELS (SEE B. MATERIAL AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: c. IEEE 802.IX NETWORK LOGIN AND INCLUDE COST IN BID. ARCHITECTURAL DRANINGS FOR LOCATION). A SECOND AS-BUILT SET SHALL BE SENT TO TENANT'S T. INTERIOR LABELING SHALL INCLUDE A CONNECTION DIAGRAM AND LABELS INDICATING PROPER TORQUE d. SSHV2. c' OFFICES. AND WIRE TYPES FOR MAIN INPUT CONNECTIONS AND BOTH LINE AND LOAD SIDE CIRCUIT BREAKER I. TELECOMMUNICATIONS INDUSTRY ASSOC./ELECTRONIC INDUSTRIES ALLIANCE (TIA/EIA): 111111 a W C. WORK WHICH SHALL BE PERFORMED BY OTHERS, UNLESS NOTED OTHERWISE, INCLUDES THE FOLLOWING: CONNECTIONS. a. TIA/EIA 568A.I, 2, AND 3 TELECOMMUNICATION CABLING STANDARD. D. INSTALL ETHERNET SNITCH COMPLETE AND VALIDATE CONNECTIVITY THROUGHOUT. ESTABLISH VLANS, CCC Q AF. MATERIALS AND EQUIPMENT INSTALLED AS A PART OF THE WORK SHALL MEET THE REQUIREMENTS OF b. TIA/EIA 569 TELECOMMUNICATION PATHWAYS AND SPACES. IP ROUTING, AND IP SUBNETS PER OWNER'S DIRECTION. I. TEMPERATURE CONTROL HIRING THAT IS FURNISHED BY OTHERS PRE-WIRED IN UNITS. THE CONTRACT DOCUMENTS. U. NAMEPLATES AS SCHEDULED ON DRAWINGS SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES c. TIA/EIA 606 ADMINISTRATION OF INFRASTRUCTURE 2[) 2. TELEPHONES AND FINAL CONNECTION OF WIRING THERETO. SHALL BE LAMINATED PHENOLIC WITH A WHITE SURFACE AND BLACK CORE. USE 1/16" THICK MATERIAL d. TIA/EIA 607 GROUNDING AND BONDING 28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEM 0)z in 3. INTERNAL HIRING OF EQUIPMENT FURNISHED AND PRE-WIRED BY OTHERS. AG. SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE TENANT. FOR PLATES UP TO 2" X 4". FOR LARGER SIZES, USE 1/8" THICK MATERIAL. e. COMPLY WITH TIA/EIA 568, 569, AND BIC STANDARDS. •i O In 4. SECURITY SYSTEM FURNISHED AND INSTALLED BY SECURITY CONTRACTOR. F. COMPLY WITH NFPA 70. A. FURNISH AND INSTALL A MICROPROCESSOR CONTROLLED FIRE ALARM SYSTEM IN ACCORDANCE WITH THE (ll r AH. MANUFACTURER'S CATALOG CUTS MAY BE SUBMITTED FOR STANDARD CATALOG LIGHTING FIXTURES V. CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, SPLICES COMPLETE, FUSES IN PLACE, SPECIFICATIONS AND DRAWINGS, AND AS REQUIRED BY THE LOCAL AUTHORITY. 0 D. ELECTRICAL EQUIPMENT FURNISHED BY OTHER TRADES OR BY TENANT AND SPECIFIED IN OR SHOWN ON AND OTHER EQUIPMENT. CATALOG CUTS MAY BE MARKED UP TO MEET THE PROJECT SPECIFICATIONS. CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO FINAL DESTINATIONS, COVERS AND C. FURNISH NEW AND UN-DETERIORATED MATERIALS OFA QUALITY NOT LESS THAN SPECIFIED HEREIN. NEW CONTRACT DOCUMENTS SHALL BE INSTALLED AND CONNECTED BY GENERAL CONTRACTOR, EXCEPT AS CUTS SHALL BE MARKED TO INDICATE MODEL NUMBER, SIZE, TYPE, COLOR, RATING, ETC., OF THE ITEM PLATES INSTALLED, AND FINAL ELECTRICAL INSPECTION COMPLETED PRIOR TO THE TIME OF FINAL MATERIAL SHALL HAVE MANUFACTURER'S NAME, MODEL NUMBER, OR OTHER IDENTIFICATION MARKING. B. ACCEPTABLE MANUFACTURERS: VI) 5) OTHERWISE NOTED. PROVIDE BRANCH CIRCUIT CONNECTIONS TO ELECTRICALLY-OPERATED EQUIPMENT TO BE FURNISHED. INSPECTION BY TENANT'S CONSTRUCTION MANAGER. • `a '.. W FURNISHED BY OTHERS AS SPECIFIED IN OR SHOWN ON THE CONTRACT DOCUMENTS. TEMPORARY WIRING D. THE CONTRACTOR SHALL BEAR THE COSTS OF PERMITS, INSPECTIONS TESTS, AND APPROVALS. ACCbt'IABLE MANUFACTURERS ARE SUBJECT TO COMPLIANCE WITH MALL REQUIREMENTS. fc - FOR OTHER CONTRACTORS SHALL BE INSTALLED BY THE GENERAL CONTRACTOR WHO SHALL BE AI. PROVIDE INSTRUCTION TO TENANT'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS AND W. TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. MANUFACTURERS OFFERING FIRE ALARM SYSTEMS THAT MAY BE INCORPORATED INTO THE WORK ARE U Q p ENTIRELY RESPONSIBLE TO THE TENANT FOR THE SAFE AND SATISFACTORY OPERATION OF SAID PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING TO THE E. PROVIDE ON-SITE PERSONNEL TO TROUBLESHOOT AND REPAIR ANY PROBLEMS THAT ARISE DURING LIMITED TO THE COMPATIBILITY WITH MALL SYSTEM: • o 6' TEMPORARY WIRING. CONTRACTOR REQUIRING SUCH TEMPORARY WIRING SHALL PAY FOR DAMAGES TO OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS CUTOVER AS THEY RELATE TO THEIR INSTALLED SYSTEM. PROPERTY RESULTING FROM ITS USE. COMPLY WITH LATEST REQUIREMENTS OF OCCUPATIONAL SAFETY C. GENERAL SYSTEM DESCRIPTION: U) U in AND HEALTH ACT (OSHA). PROVIDE PERSONNEL GROUND-FAULT PROTECTION ON TEMPORARY POWER A.J. GENERAL CONTRACTOR SHALL GUARANTEE WORKMANSHIP AND MATERIALS, EXCEPT FOR A. FURNISH AND INSTALL OUTLET BOXES FOR DEVICES AS REQUIRED, (RECEPTACLES, LIGHTING FIXTURES, F. UPON COMPLETION OF THE WORK, FURNISH A WARRANTY FOR COMPONENTS, PARTS, AND ASSEMBLIES E AND LIGHTING CIRCUITS 30 AMPERES OR LESS. GROUND-FAULT CIRCUIT INTERRUPTERS (GFCI) ON TENANT-SUPPLIED MATERIALS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE (IN MOTORS, SYSTEMS EQUIPMENT CONNECTIONS, SPECIAL OUTLETS AND AS OTHERWISE REQUIRED). AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. WARRANTY SERVICES SHALL BE PROVIDED BY A THE SUPERVISED, CODED, CLOSED-CIRCUIT TYPE SYSTEM SHALL BE 50 ARRANGED THAT PULLING A 0a) d' CONSTRUCTION CIRCUITS ARE NOT REQUIRED WHERE CIRCUIT IS A PERMANENT CIRCUIT TO BE A PART WRITING) OF THE INSTALLATION BY TENANT'S CONSTRUCTION MANAGER/ENGINEERING MANAGER AND CERTIFIED, FACTORY TRAINED REPRESENTATIVE OF THE EQUIPMENT MANUFACTURER FOR A MINIMUM OF MANUAL PULL STATION OR OPERATION OF ONE OF THE AUTOMATIC DETECTING DEVICES WILL REGISTER -C O OF THE COMPLETED BUILDING. HOWEVER, CONTRACTOR SHALL PROVIDE APPROVED CORD SETS LEAVE THIS NORK IN PERFECT ORDER AT COMPLETION. B. OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT TYPE. NO ROUND ONE YEAR OR AS SPECIFIED IN EACH INDIVIDUAL SECTION. AN ALARM AT THE FIRE ALARM CONTROL PANEL. THIS HILL CAUSE IMMEDIATE AND CONTINUOUS (/) ^ :b.; INCORPORATING GFCI PROTECTION FOR PERSONNEL. SEE THE LOCALLY-ADOPTED EDITION OF THE N.E.C. OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. CONCEALED OPERATION OF THE BUILDING ALARM SIGNALS TO SOUND THE GENERAL ALARM SIGNAL, UNTIL THE FINISH PAINTING IS TO BE PERFORMED BY GENERAL CONTRACTOR EXCEPT THAT THIS CONTRACTOR AK. SHOULD DEFECTS DEVELOP WITHIN GUARANTEE PERIOD, GENERAL CONTRACTOR SHALL, UPON NOTICE OF BOXES SHALL NOT BE LESS THAN 4" SQUARE AND I-I/2" DEEP, WITH PLASTER RINGS. 27 05 10 TELEPHONE AND DATA CONDUIT SYSTEM ALARM 1-IA5 BEEN ACKNOWLEDGED AT THE CONTROL PANEL. SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED BY THIS CONTRACTOR AFTER ORIGINAL SAME, REMEDY SUCH DEFECTS AND HAVE DAMAGES TO OTHER NORK OR FURNISHINGS CAUSED BY PAINTING. DEFECTS OR WORK OR CORRECTIONS TO SAME REPAIRED AND/OR REPLACED AT THIS EXPENSE TO C. OUTLET BOXES UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED SHALL BE EQUIPPED WITH 3/8" A. FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL D. BASIC PERFORMANCE: CONDITION BEFORE SUCH DEFECTS OR DAMAGE. FIXTURE STUDS. BOARDS AS SHOWN ON THE DRAWINGS. TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS, E. GENERAL CONTRACTOR SHALL PERFORM CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE I. ALARM, TROUBLE AND SUPERVISORY SIGNALS FROM REPORTING DEVICES SHALL BE ENCODED ONTO FOR WORK UNDER THIS DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY TENANT'S CONSTRUCTION AL. COMPILE TWO (2) WRITTEN MANUALS OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP D. RECESSED OUTLET BOXES SHALL BE STAMPED STEEL SUITABLE FOR THE DEVICE INSTALLED. SURFACE PROVIDED AND INSTALLED BY OTHERS. AN NFPA STYLE 4 (CLASS B) SIGNALING LINE CIRCUIT. MANAGER AND THE LANDLORD. PATCHING IS TO BE "AS NEN" CONDITION. DRAWINGS AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 8-1/2" X 11" HARD BACKED INDEXED MOUNTED OUTLET BOXES SHALL BE CAST IRON SUITABLE FOR THE DEVICE INSTALLED. 2. INITIATION DEVICE CIRCUITS SHALL BE WIRED CLASS B (NFPA STYLE B). BINDER. MATERIAL SHALL BE AS FOLLOWS: B. CONDUITS FOR TELEPHONE HALL OUTLETS AND DATA WIRING SHALL BE A MINIMUM OF I" UNLESS NOTED 3. INDICATING APPLIANCE CIRCUITS SHALL BE WIRED STYLE Y (CLASS B). ' F. INSTALL ELECTRICAL WORK AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING E. EXTERIOR BOXES SHALL BE CAST RUST-RESISTING METAL WITH GASKETED COVERS. OTHERWISE. AND REPAIRING. THIS CONTRACTOR t5 RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO 1. TITLE PAGE: TITLE OF JOB, LANDLORD, TENANT'S ADDRESS, DATE OF SUBMISSION, CONTRACTOR, E. SUBMIT COORDINATED SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. N ALL EQUIPMENT. AND ENGINEER. F. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT C. FURNISH AND INSTALL A 3/4" THICK, FIRE-TREATED, PLYWOOD TELECOM BACKBOARD AT LOCATION ('�/� LL 2. INDEX SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, SHOWN ON THE DRAWINGS. PAINT WITH FIRE RETARDANT "P-1B" OR AS DIRECTED BY TENANT'S F. REFERENCES TO MANUFACTURER'S MODEL NUMBERS AND OTHER PERTINENT INFORMATION HEREIN IS LL G. ANY ACCESS PANELS REQUIRED, BUT NOT SPECIFIED OR SHOWN ON DRAWINGS, SHALL BE FURNISHED BY 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY CONTRACTOR PURCHASE ORDER CEILINGS, WALLS ETC. PROVIDE OUTLET BOXES WITH CADDY "QUICK-MOUNT BOX SUPPORT" TO MINIMIZE CONSTRUCTION MANAGER. THE PLYWOOD BACKBOARD SHALL BE SECURELY ATTACHED TO THE BUILDING INTENDED TO ESTABLISH MINIMUM STANDARDS OF PERFORMANCE, FUNCTION AND QUALITY. "< a GENERAL CONTRACTOR WITH DESIGN TO BE APPROVED BY ARCHITECT BEFORE STARTING INSTALLATION. NUMBERS AND SUPPLIERS' NAMES AND ADDRESSES. THE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. WALLS TO SUPPORT RELAY PANELS, TERMINAL BLOCKS AND OTHER HARDWARE WEIGHING 01 ////�� CO 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT, I.E., LIGHTING FIXTURES, APPROXIMATELY 10 POUNDS PER SQUARE FOOT. G. THE SYSTEM SHALL HAVE PROPER LISTING AND APPROVAL FROM THE FOLLOWING NATIONALLY VJ N H. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL PANEL-BOARDS, ETC. G. ENCLOSE ELECTRICAL CONDUCTORS IN CONTINUOUS GROUNDED RACEWAY SYSTEM EXCEPT AS OTHERWISE RECOGNIZED AGENCIES: N - OR LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN 5. SECTION FOR EACH SYSTEM, INCLUDING: NOTED (I.E. LOW-VOLTAGE PLENUM-RATED HIRE). D. CONDUIT RUNS FOR DATA AND TELEPHONE SHALL BE CONTINUOUS WITH NO JUNCTION BOXES EXCEPT AS 0 Z BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE a. BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. NOTED ON DRAWINGS. THIS INCLUDES BUT IS NOT LIMITED TO RUNS BETWEEN TELEPHONE BOARD, I. UL, UNDERWRITERS LABORATORIES, INC. SPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE THE WORK OR WHICH 15 USUALLY INCLUDED IN b. LIST OF ITEMS IN SYSTEM REQUIRING PERIODIC SERVICE. REQUIRES SEPARATE SECTION FOR H. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. MANAGER'S OFFICE, SOUND SYSTEM, CASHWRAPS AND TELEPHONE SETS. 2. NFPA 70, NATIONAL ELECTRICAL CODE (NEC). < f/'1 Q Cr)+C) NORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. EACH OF: ELECTRICAL DISTRIBUTION SYSTEM FROM THE SERVICE ENTRANCE TO EACH LIGHTING 3. NFPA 72, NATIONAL FIRE ALARM CODE. V or F- C - AND POWER PANEL AND OTHER SYSTEMS (I.E. CONTROL SYSTEMS AND ANY OTHER GENERAL I. RACEWAY AND ENCLOSURE SIZES SHALL BE AS SHOWN ON DRAWINGS OR, IF NOT SHOWN, SHALL BE E. FURNISH AND INSTALL PULL STRING IN EMPTY CONDUITS. LABEL CONDUITS FOR PURPOSE DESIGNATED. I. PERFORM WORK IN ACCORDANCE WITH: CONTRACTOR SYSTEM LISTED IN THESE SPECIFICATIONS.) SIZED TO COMPLY WITH N.E.C. FILL REQUIREMENTS FOR CONDUCTORS ENCLOSED. H. EQUIPMENT COMPONENTS SHALL BE NEW AND THE MANUFACTURER'S CURRENT MODEL. MATERIALS, 11/ 0-F;.O F. FURNISH AND INSTALL #6 COPPER GROUND WIRE FROM TELECOM BACKBOARD TO RESPECTIVE 120/208 APPLIANCES, EQUIPMENT AND DEVICES SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED Z "F^1+ I. THE NATIONAL ELECTRICAL CODE (N.E.C.). AM. TENANT SHALL PROVIDE A COMPLETE I2-MONTH WARRANTY FOR PARTS ON EQUIPMENT PROVIDED BY J. PROVIDE PULL OR JUNCTION BOXES IN RACEWAY SYSTEMS AT MAXIMUM OF 100 FOOT INTERVALS AND VOLT TENANT PANELBOARD - GROUND PER TELEPHONE COMPANY'S REQUIREMENTS. APPROVALS AGENCY FOR USE AS PART OFA PROTECTED PREMISES PROTECTIVE SIGNALING (FIRE 2. STATE, CITY, AND COUNTY BUILDING CODES AND ORDINANCES. TENANT AND TENANT'S VENDORS. THIS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES WHERE REQUIRED TO AVOID EXCESSIVE NUMBER OF BENDS, TO FACILITATE WIRE PULLING OR TO ALARM) SYSTEM. THE AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER SHALL BE RESPONSIBLE Lill 0 T�•� W 3. NATIONAL BOARD OF FIRE UNDERWRITERS. BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN PROVIDE ACCESS TO RACEWAY SYSTEM. BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE G. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. FOR THE SATISFACTORY INSTALLATION OF THE COMPLETE SYSTEM. •r.L^U 4. CERTAIN CODES AND STANDARDS AS SET UP BY VARIOUS TECHNICAL SOCIETIES SUCH AS UL, THE BID. GAUGE SIZE. TO THE EXTENT POSSIBLE, AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE VJ or Z NEMA, NECA, IEEE, ASTM, IES, IPCEA, AND ANSI. LOCATIONS. THE USE OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS 27 05 15 INTERIOR COMMUNICATIONS PATHWAYS I. INSTALL EQUIPMENT AND COMPONENTS IN STRICT COMPLIANCE WITH MANUFACTURER'S 5. THIS WORK SHALL BE GOVERNED ALSO BY LOCAL INSPECTOR'S REQUIREMENTS. AN. AT THE END OF THE PROJECT, CLEAN EQUIPMENT, INCLUDING LIGHT FIXTURES, TO THE SATISFACTION NEAR ACCESS FRAMES USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS RECOMMENDATIONS. CONSULT THE MANUFACTURER'S INSTALLATION MANUALS FOR HIRING DIAGRAMS, �R 6. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS. OF TENANT'S CONSTRUCTION MANAGER. REMOVE DUST, DIRT, DEBRIS, PAINT AND FOREIGN MATTER LOCATED ON PLANS. JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER A. INTERIOR COMMUNICATIONS PATHWAYS SHALL BE FURNISHED AND INSTALLED BY THE GENERAL SCHEMATICS, PHYSICAL EQUIPMENT SIZES, ETC., BEFORE BEGINNING SYSTEM INSTALLATION. V co J .. 7. AMERICANS WITH DISABILITIES ACT. FROM EQUIPMENT. IDENTIFICATION AND SYSTEM TYPE ON COVER. CONTRACTOR AND BY THE TELECOMMUNICATIONS CONTRACTOR AS SPECIFIED HEREIN. Z cop' J. SECURELY ATTACH EQUIPMENT TO WALLS AND CEILING/FLOOR ASSEMBLIES. ........ n/ J. GENERAL CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH APPLICABLE CODES, ORDINANCES, AND 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS K. RACEWAYS AND ENCLOSURES SHALL BE ADEQUATELY SUPPORTED FROM BUILDING STRUCTURE WITH B. INSTALL CONDUITS AS DETAILED IN DRAWINGS. LL. REGULATIONS. THIS CONTRACTOR SHALL INCLUDE CHANGES REQUIRED BY CODES IN THE BID AND IF APPROVED SUPPORT RODS AND/OR CLAMPS. K. INSTALL WIRING IN CONDUIT OR RACEWAY. CONDUIT FILL SHALL NOT EXCEED 40 PERCENT OF INTERIOR ° 1 5 a THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED AS A SEPARATE LINE ITEM A. CONDUCTORS SHALL BE COPPER - ALUMINUM CONDUCTORS ARE NOT PERMITTED UNLESS NOTED 27 05 28 WALL-MOUNT RACK CROSS-SECTIONAL AREA WHERE THREE OR MORE CABLES ARE CONTAINED WITHIN A SINGLE CONDUIT. IN THE BID. AFTER CONTRACT 15 ISSUED, NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE OTHERWISE ON THE DRAWINGS. L. CONDUIT SHALL BE RIGID HEAVYNALL GALVANIZED STEEL OR THIN WALL EMT WHERE PERMITTED BY (/) 0- REIMBURSED BY TENANT TO THE CONTRACTOR. CODE OR AS HEREINAFTER SPECIFIED. PVC SCHEDULE 80 CONDUIT MAY BE USED UNDER FLOOR SLAB. A. WALL RACK SHALL CONTAIN NETWORK SWITCH, PATCH PANEL(5) AND BE MOUNTED ON THE WALLBOARD L. CABLE MUST BE SEPARATED FROM ANY OPEN CONDUCTORS OF POWER OR CLASS 1 CIRCUITS, ANDalij (/) B. MINIMUM COPPER WIRE SIZES FOR WET AND DRY AREAS AS DEFINED BY THE N.E.C. SHALL BE AS ROMEX, BX OR AC, ETC., ARE NOT PERMITTED. LOCATED IN THE BACK STORAGE ROOM. SHALL NOT BE PLACED IN ANY CONDUIT, JUNCTION BOX, OR RACEWAY CONTAINING THESE CONDUCTORS. < LC) K. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODE OR THE LANDLORD OR FOLLOWS: TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM M. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO B. PROVIDE LOWELL MODEL X-2820 WALL RACK. M. HIRING IN CONDUIT SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES (E.G., NEC LO WITH THE MOST STRINGENT REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS 20 AMP CKT BKR OR FUSE • #12 AWG, THHN/THWN INDIVIDUAL LIGHT SWITCHES (IF ACCEPTABLE HY THE LANDLORD AND LOCAL CODE OFFICIALS) AND 3/4" ARTICLE 760) AND AS RECOMMENDED BY THE MANUFACTURER OF THE FIRE ALARM SYSTEM. NUMBER NOTED OTHERWISE. 30 AMP CKT BKR OR FUSE • #10 AWG, THHN/THWN FOR OTHER LOCATIONS. IF HVAC CONTROL HIRING IS REQUIRED TO BE RUN IN CONDUIT, IT SHALL BE A C. INSTALL WALL RACK AS DETAILED IN DRAWINGS. AND SIZE OF CONDUCTORS SHALL BE AS RECOMMENDED BY THE FIRE ALARM SYSTEM MANUFACTURER, 40 AMP CKT BKR OR FUSE • 1118 AWG, THHN/THWN MINIMUM OF I/2", UNLESS NOTED OTHERWISE ON DRAWINGS. IN/UNDER FLOOR CONDUIT SHALL BE OF BUT NOT LESS THAN #18 ANG (1.02 MM) FOR INITIATING DEVICE CIRCUITS AND SIGNALING LINE L. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING 50 AMP CKT BKR OR FUSE • #8 AWG, TI-11N/THWN MINIMUM I" SIZE. 2711 00 HORIZONTAL CABLING AND CONNECTIVITY CIRCUITS, AND #12 ANG (1.63 MM) FOR INDICATING APPLIANCE CIRCUITS. COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND SIZED 100 AMP CKT BKR OR FUSE • *3 ANG, 11-11-IN/TI-INN IN CONFORMITY WITH REQUIREMENTS OF THE N.E.G., STATE, AND LOCAL CODES, W1-11CHEVER IS MORE 125 AMP CKT BKR OR FUSE - #I AWG, THHN/THWN N. EMT THIN WALL CONDUIT MAY BE USED INSIDE HOLLOW PARTITIONS, AND ABOVE SUSPENDED CEILINGS A. PROVIDE A 10/100/1000 MBPS FULL-DUPLEX TRANSMISSION ETHERNET NETWORK OVER 4-PAIR, CATEGORY N. HIRE AND CABLE SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY FOR USE WITH A PROTECTIVE STRINGENT. 200 AMP CKT BKR OR FUSE • #3/0 AWG, THHN/THWN AND EXPOSED ABOVE 8'-0" ABOVE FINISHED FLOOR OR ABOVE PANELBOARDS. EMT CONDUIT MAY NOT 65 UTP HORIZONTAL CABLING. THE SYSTEM SHALL BE A CERTIFIED SOLUTION BY THE CONNECTIVITY SIGNALING SYSTEM. BE USED BURIED IN EARTH OR FILL, IN OR UNDER CONCRETE FLOOR OR IN POURED CONCRETE MANUFACTURER. THE HORIZONTAL INFRASTRUCTURE SHALL SUPPORT BOTH VOICE AND DATA M. PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE CONDUCTORS MAY BE STRANDED FOR SIZES *10 ANG AND LARGER. CONDUCTORS SIZE #l2 AND CONSTRUCTION. APPLICATIONS. 0. AUDIBLE/VISUAL COMBINATION DEVICE: OBTAINED AT PROPER TIME BY AND AT THE EXPENSE OF THE GENERAL CONTRACTOR. SMALLER SHALL BE SOLID (NOT STRANDED). O. PVC CONDUIT USED UNDER FLOOR SLABS SHALL HAVE RIGID GALVANIZED STEEL ELLS AND METALLIC B. THIS SECTION INCLUDES WIRE, CABLE, CONNECTING DEVICES, INSTALLATION, AND TESTING FOR WIRING I. VISUAL SIGNALS SHALL MEET THE APPLICABLE REQUIREMENTS OF STROBE LIGHTS AS SPECIFIED N. ELECTRICAL WORK SHALL BE INSPECTED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION, 20 AMP BRANCH CIRCUIT CONDUCTORS LARGER THAN *10 AWG SHALL BE REDUCED TO #10 AWG WITHIN CONDUIT ABOVE FLOOR SLAB. SYSTEMS TO HE USED AS SIGNAL PATHWAYS FOR VOICE, VIDEO, AND DATA TRANSMISSION. THE ABOVE. INCLUDING LOCAL INSPECTION AUTHORITIES. 10 FEET OF PANELBOARD AND DEVICES IN JUNCTION BOXES ON RATED TERMINAL STRIPS. SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 2. AUDIBLE SIGNALS SHALL BE 15DB ABOVE AMBIENT SOUND LEVEL. P. FLEXIBLE METAL CONDUIT (FMC) SHALL BE USED ONLY FOR ABOVE CEILING APPLICATIONS, CONNECTIONS B. APPLIANCES SHALL HAVE WHITE HOUSINGS WITH THE WORD "FIRE" IN RED UNLESS PROHIBITED BY 0. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, C. THE FOLLOWING COLOR CODE SHALL BE USED: INSIDE CASEWORK, AS THE FINAL CONNECTION TO RECESSED FIXTURES, MOTORS, AND ELECTRICAL 1. MOUNTING ELEMENTS LOCAL CODES OR MALL STANDARDS. THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. EMT SHALL BE USED FOR 2. UNSHIELDED TWISTED-PAIR CABLE. 4. DEVICES SHALL BE WALL- OR CEILING-MOUNTED AS INDICATED ON THE PLANS. CONSIDERED AS AN EQUAL OR BE I I ER IN ALL ASPECTS TO THAT SPECIFIED HILL BE SUBJECT TO 208/120 VOLT 480/277 VOLT ALL CONNECTIONS TO PANELBOARDS AND RUN TO WIREWAY ABOVE CEILING WHERE FMC MAY SE USED. B. PATCH, STATION, AND CROSS CONNECT CORDS APPROVAL IN WRITING, THROUGH SHOP DRAWING SUBMITTAL PROCESS, BY TENANT'S CONSTRUCTION PHASE A BLACK BROWN FMC ABOVE CEILING SHALL BE CLIPPED TO CEILING FRAMING OR SUPPORT WIRING AND RAN TO A 4. JACKS AND FACEPLATES P. PHOTOELECTRIC SMOKE DETECTORS: MANAGER PRIOR TO ACCEPTANCE. THE USE OF UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO PHASE S RED ORANGE TROUGH AND RAN TO PANEL IN EMT. FMC SHALL BE UL APPROVED, AND BOTH THE CONDUIT AND B. TERMINATION AND PATCH PANELS a_ REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. PHASE C BLUE YELLOW FITTINGS SHALL BE LISTED FOR GROUNDING. FMC SHALL BE MINIMUM ONE-HALF INCH (1/2") ELECTRICAL 1. PHOTOELECTRIC-TYPE SMOKE DETECTORS SHALL BE A PLUG-IN UNIT WHICH MOUNTS TO A .C( NEUTRAL WHITE GRAY TRADE SIZE. WHEN CONNECTED TO HARD CONDUIT, THE FMC MUST BE THE SAME SIZE AS THE HARD C. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE TWIST-LOCK BASE, AND SHALL BE UL LISTED. Ce P. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S CONSTRUCTION GROUND GREEN GREEN CONDUIT IT IS CONNECTED TO. AN EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED IN ALL FOLLOWING: MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW SEVEN RUNS OF FMC. 2. DETECTORS SHALL BE OF THE SOLID STATE PHOTOELECTRIC TYPE CONTAINING NO RADIOACTIVE 5-' (7) WORKING DAYS FOR TENANT'S CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR D. CIRCUIT BREAKER/FUSE AND WIRE SIZE COMBINATIONS NOT SHOWN ABOVE SHALL BE APPROVED BY THE I. COPPER CABLES (UTP): MATERIAL. THEY HILL USE A PULSED INFRARED LED LIGHT SOURCE AND BE SEALED AGAINST REAR Z CO CONFLICTS TO THE JOBS PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL ENGINEER PRIOR TO INSTALLATION. Q. LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC) AND LIQUID-TIGHT FITTINGS SHALL BE USED IN AREAS a. BERK-TEK, INC. AIR FLOW ENTRY. CD CONTRACTOR AND/OR SUB-CONTRACTOR SHOWING THAT THEY HAVE REVIEWED AND CONFIRMED THAT EXPOSED TO THE WEATHER OR EXCESSIVE MOISTURE AS THE FINAL CONNECTION TO MOTORS, AND b. BELDEN LU THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR 26 05 26 GROUNDING AND BONDING ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM. LFMC SHALL C. MOHAWK 3. DETECTORS SHALL FIT INTO BASES COMMON WITH OTHER DETECTOR TYPES AND SHALL BE INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. BE UL APPROVED, AND BOTH THE CONDUIT AND FITTINGS SHALL BE LISTED FOR GROUNDING. LFMC d. GENERAL COMPATIBLE WITH OTHER ADDRESSABLE DETECTORS, ADDRESSABLE MANUAL STATIONS, AND 0 A. FURNISH AND INSTALL A COMPLETE GROUNDING SYSTEM IN COMPLIANCE WITH ALL REQUIREMENTS OF SHALL BE KEPT TO SIX FEET (6'-0") MAXIMUM LENGTH AND SHALL BE MINIMUM ONE-HALF INCH (1/2") e. UNIPRISE ADDRESSABLE ZONE ADAPTOR MODULES ON THE SAME CIRCUIT. DETECTORS SHALL ALSO FIT INTO LU I Q. FOR PHASED STORE CONSTRUCTION, THIS CONTRACTOR 15 TO INCLUDE IN THIS BID NECESSARY THE NATIONAL ELECTRICAL CODE. ELECTRICAL TRADE SIZE. WHEN CONNECTED TO HARD CONDUIT, THE LFMC MUST BE THE SAME SIZE AS A NON-ADDRESSABLE BASE CAPABLE OF BEING MONITORED BY AN ADDRESSABLE ZONE ADAPTOR ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING PHASE OF THE STORE'S ELECTRIC THE HARD CONDUIT IT IS CONNECTED TO. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN RUNS OF 2. MODULAR JACKS 4 FACEPLATES: MODULE. < < 0 SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH TENANT'S CONSTRUCTION MANAGER AND B. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR, MINIMUM SIZE PER NEC TABLE 250.122, IN LFMC. a. LEVITON t '� LANDLORD (IN WRITING) ONE WEEK PRIOR TO SHUT DOWN OF THE P.O.S., CASH REGISTERS, EACH CONDUIT ALONG WITH FEEDERS, BRANCH CIRCUITS AND CONTROL CIRCUITS. CONDUCTOR b. HUBBELL 4. SENSORS AND BASES SHALL BE UL-LISTED FOR OPERATION WITH THE FIRE ALARM CONTROL PANEL. �/ 0 ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE GENERAL CONTRACTOR AND TENANT AT INSULATION SHALL BE GREEN. R. CONDUIT SHALL GENERALLY BE CONCEALED WHERE POSSIBLE. NO CONDUIT SHALL BE RUN IN SLAB, c. ORTRONICS TIME OF BID IF CONFLICTS EXIST. EXCEPT AS REQUIRED FOR FLOOR-MOUNTED DEVICES. PROVIDE PROPERLY LABELED PULL STRING IN d. PANDUIT Q. AT THE FINAL INSPECTION, A FACTORY TRAINED REPRESENTATIVE OF THE MANUFACTURER OF THE C. CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. GROUND ENCLOSURES AND NON-CURRENT EMPTY CONDUITS. e. UNIPRISE MAJOR EQUIPMENT SHALL DEMONSTRATE THAT THE SYSTEM FUNCTIONS PROPERLY IN EVERY RESPECT. y R. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF CARRYING METALS. LOCK NUTS SHALL CUT THROUGH ENAMELED OR PAINTED SURFACES ON ENCLOSURES. H. EXISTING WORK. COORDINATE EXISTING EQUIPMENT TO BE LEFT INTACT AND ADVISE TENANT'S WHERE ENCLOSURES AND NON-CURRENT CARRYING METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, 5. EXPOSED CONDUIT PERMITTED IN ELECTRIC ROOMS, AND SIMILAR UNFINISHED SPACES, OVERHEAD IN D. HORIZONTAL CABLES FOR VOICE/DATA/VIDEO INFRASTRUCTURE: R. THE CONTRACTOR AND THE SYSTEMS MANUFACTURER'S REPRESENTATIVES SHALL PROVIDE A CONSTRUCTION MANAGER AT TIME OF BID. USE BONDING JUMPERS WITH APPROVED CLAMPS. AREAS WITHOUT CEILINGS AND ELSEWHERE AT THE DISCRETION OF THE ARCHITECT. TYPEWRITTEN "SEQUENCE OF OPERATION" TO THE TENANT. { j I. LISTED A5 COMPLYING WITH CATEGORY 6E OF TIA/EIA-568-C. ��//" CO 5. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF EXISTING D. BOND RECEPTACLES TO GROUND CONDUCTORS USING #12 AWG MINIMUM BONDING JUMPERS BETWEEN T. CONDUIT FITTINGS SHALL BE GALVANIZED MALLEABLE IRON OR STEEL. CONNECTORS AND COUPLINGS 2. CONDUCTORS: NO. 23 AWG, SOLID COPPER, THERMOPLASTIC-INSULATED. S. BEFORE FINAL APPROVAL OF THE FIRE ALARM SYSTEM IS REQUESTED, PROVIDE THE ARCHITECT, IN CONDUIT, FIRE ALARM SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT, ETC. UNLESS RECEPTACLE TERMINALS AND GROUND CONDUCTORS. METAL-TO-METAL CONTACT BETWEEN THE DEVICE SHALL BE THREADED OR CUPPED SET SCREW TYPE, CONCRETE TIGHT. CONDUIT BODIES SHALL BE 3. UTP CABLE: FOUR-PAIR, INDIVIDUALLY TWISTED PAIRS OF CONDUCTORS; COLOR-CODED; ENCLOSED WRITING, A STATEMENT THAT REQUIREMENTS OF THE CITY BUILDING INSPECTION AND FIRE W Z SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE FOR EITHER SURFACE-MOUNTED BOXES OR MALLEABLE IRON, THREADED FOR HEAVYWALL CONDUIT AND CUPPED SET SCREW TYPE FOR EMT, WITH IN A JACKET. DEPARTMENTS HAVE BEEN MET IN THE INSTALLATION OF THE FIRE ALARM SYSTEM. J C ABANDONED EQUIPMENT, CONDUIT AND SWITCH GEAR PRIOR TO REMOVAL. PITCH POCKETS SHALL BE FLUSH-TYPE BOXES. CADMIUM FINISH AND CADMIUM PLATED SHEET STEEL COVERS. SYNTHETIC RUBBER GASKETS SHALL BE 4. CABLE RATING: PLENUM - LISTED FOR USE IN AIR-HANDLING SPACES, NON-PLENUM IN OTHER COREMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. EXTRANEOUS ITEMS IN THE USED UNDER BODY COVERS EXPOSED TO HEATHER. EMT CONNECTORS SHALL BE INSULATED THROAT AREAS, T. SUBMIT TO THE TENANT, UPON COMPLETION OF THE SYSTEM INSTALLATION, A CONTRACTOR'S FIRE CQ SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK SHALL BE REMOVED AND E. PROVIDE GROUNDING ELECTRODE CONDUCTORS FOR SEPARATELY-DERIVED SYSTEMS, SUCH AS TYPE. 5. CABLE COLOR CODING: BLUE FOR DATA, YELLOW FOR VOICE, AND WHITE FOR VIDEO. ALARM SYSTEM CERTIFICATION AND DESCRIPTION FORM AS OUTLINED BY NFPA 72, AND AN APPROVED ROOF/WALL/FLOOR PATCHED/REPAIRED TO LIKE NEW CONDITION. EXISTING ABANDONED CONDUIT OR DRY-TYPE TRANSFORMERS, N NON-METALLIC (PVC) CONDUIT TO MINIMIZE GROUND IMPEDANCE. INSPECTION FORM FOR THE FIRE ALARM PORTION OF THE SYSTEM. EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF U. INSTALL EXPANSION FITTINGS AT LOCATIONS WHERE CONDUITS CROSS BUILDING EXPANSION JOINTS OR E. WORKSTATION OUTLETS: SINGLE CATEGORY 6E JACK CONNECTOR MOUNTED IN FACEPLATE. O PRQ AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THIS F. GROUND LIGHTING FIXTURES BY THE USE OFA PIGTAIL FASTENED ON BARE METAL THAT 15 FREE OF TRAVERSE FROM ONE INDEPENDENT STRUCTURE TO ANOTHER. INSTALL WHEREVER CONDUITS TRAVERSE (END OF ELECTRICAL SPECIFICATION) 4� RF PROJECT. IF REQUIRED BY LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF PAINT. STRUCTURES HAVING SEPARATE FOUNDATIONS OR WHERE EXISTING BUILDINGS ARE JOINED TO A NEW 1. FACEPLATE: HIGH IMPACT PLASTIC; COLOR TO BE WHITE. g'E.tNotNE Sip ORIGIN. CONFIRM EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN PROPOSAL. STRUCTURE. 2. MOUNTING: FLUSH, UNLESS OTHERWISE INDICATED. 0**. ''1' G. BOND STRUCTURAL STEEL TO EARTH, GROUND RODS OR PLATES, OR WATER SYSTEM. B. LABELING: SHALL HAVE INTEGRAL LABEL WITH LABEL COVER. to 78784PE - T. PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL V. DURING ROUGHING-IN, CAP CONDUITS WHICH MAY BECOME FOULED WITH FOREIGN MATERIAL. 4. JACK SPACES: AS INDICATED ON THE DRAWINGS WITH ANY NECESSARY BLANKS. +� r EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH H. BOND ROOF-MOUNTED EQUIPMENT TO ACCEPTABLE GROUNDS PER THE N.E.G. BLANKS SHALL MATCH FACEPLATE COVER. SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. W. NO MORE THAN THREE (3) 90 DEGREE BENDS WILL BE ALLOWED IN ANY ONE CONDUIT RUN, NI-IERE 26 05 29 DISTRIBUTION MORE BENDS ARE NECESSARY IN ANY SINGLE RUN, A PULL BOX SHALL BE INSTALLED. ALL CONDUIT F. WIRING METHOD: INSTALL HORIZONTAL CABLING IN RACEWAY EXCEPT WITHIN RACKS AND ENCLOSURES, IN ` 4, U. FIRE SEAL SLEEVES AND OPENINGS THROUGH FIRE-RATED HALLS AND FLOORS WITH CALCIUM SILICATE, EXCEPT IN CONCRETE SLAB OR EARTH SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO THE LINES ACCESSIBLE CEILING SPACES, AND ROUTED VERTICALLY IN GYPSUM BOARD PARTITIONS, WHERE ,% SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, 50 AS TO RETAIN THEIR FIRE RATING. A. EL REMAIN, FERMILD VERIFY THE LL ELANDLORD'S XISTING ELECTRICAL WIRE SERVICE ROOM TO TENANT SPACE IS EXISTING O= THE BUILDING, AND NO OUT-OF-PLUMB OR DIAGONAL LINES WILL HE ACCEPTED. SPACES. INACCESSIBLE MECEITHOD MAY USE USED. CONCEAL. APPROPRIATELY RACEWAY ED J HOOKS TOCABLING EXCEPT PPORT I THE UNFINICABLINSHED '5 +O E ce' . TOV. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD-HEIGHT 26 09 23 LIGHTING CONTROLS EVERY FOUR FEET (MAXIMUM). FC '�� STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH B. COORDINATE WORK PROVIDED BY LANDLORD PRIOR TO BID AND INCLUDE THE COST OF SUCH WORK AS A. PRP al/03/ SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL BE NO. 22 U.S.G. DIRECTED BY LANDLORD. WIRING OF METERING EQUIPMENT SHALL BE BY GENERAL CONTRACTOR AS A. WHERE LIGHTING CONTACTORS ARE INDICATED ON THE DRAWINGS, THEY WILL BE FURNISHED AND G. INSTALL GABLE USING TECHNIQUES, PRACTICES, AND METHODS THAT ARE CONSISTENT WITH CATEGORY !EXPIRATION DATE:/2,0•48GALVANIZED STEEL MINIMUM. DIRECTED BY THE ELECTRIC COMPANY. INSTALLED BY THE GENERAL CONTRACTOR COMPLETE WITH CONDUIT. THE GENERAL CONTRACTOR HILL 6E RATING OF COMPONENTS AND THAT INSURE CATEGORY 6E PERFORMANCE OF COMPLETED AND LINKED BE RESPONSIBLE TO INSTALL THE CONTACTORS AND PULL WIRES AS DETAILED ON THESE DRAWINGS SIGNAL PATHS, END TO END. W. HANGERS SHALL INCLUDE MISCELLANEOUS STEEL SUCH AS ANGLE IRON, WIRE, UNISTRUT, C-CLAMPS C. METERING EQUIPMENT IS EXISTING TO REMAIN, FIELD VERIFY. AND CIRCUITED EXACTLY AS DIAGRAMMED ON THE ELECTRICAL DETAIL DRAWINGS. NO VARIATIONS TO 02018 THE ARCHITECT/ENGINEER ASSUMES NO WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. THE CIRCUITING ARE ALLOWED. H. DO NOT BEND CABLE IN HANDLING OR IN INSTALLING TO SMALLER RADII THAN MINIMUMS RECOMMENDED RESPONSIBILITY OR LIABILITY FOR THE USE OF D. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY TYPE, UL LISTED. BY MANUFACTURER. THESE MANS FOR ANY PROJECT OTHER THAN X. FASTEN HANGERS TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO OTHER CONDUIT OR 26 22 00 LOW VOLTAGE TRANSFORMERS SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE D_ PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF THE BAR JOIST. E. DISCONNECT SWITCHES SHALL BE BY SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL ELECTRIC. I. HORIZONTAL CABLES: LABEL CABLES AT THE WORK AREA END AND AT THE CLOSET END WITH THE STATE.PROVINCE OR TERRITORY SHOWN ON THE ✓ HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCES OCCUR, IN ORDER TO SUPPORT A. TRANSFORMER 15 EXISTING TO REMAIN. PATCH PANEL PORT NUMBER. LABEL EACH CABLE WITHIN 3 INCHES OF EACH TERMINATION, WHERE IT 15 SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN �.`. CONDUIT, THE CONTRACTOR MUST INSTALL TRAPEZE-TYPE HANGERS OR SUPPORTS WHICH SHALL BE F. SNITCHES SHALL HAVE SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE "OFF" POSITION WHEN THE ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX, AND ELSEWHERE AS INDICATED. AREAS MEETING THE STATED DESIGN CRITERIA. co LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, JUNCTION BOXES, SWITCH DOOR IS OPEN. SWITCHES SHALL HAVE REMOVABLE ARC SUPPRESSORS WHERE NECESSARY TO B. FURNISH AND INSTALL ADEQUATE QUANTITY OF LUGS TO TERMINATE THE QUANTITY AND SIZE OF o ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES PERMIT EASY ACCESS TO LINE SIDE LUGS. LUGS SHALL BE FRONT REMOVABLE AND UL LISTED FOR 75 CONDUCTORS AS SHOWN ON THE DRAWINGS, SUITABLE FOR TYPE OF CONDUCTORS SPECIFIED J. WORKSTATION: LABEL CABLES WITHIN OUTLET BOXES AND NEATLY TYPED ON THE INTEGRAL LABEL IN SAI # 180069 I~ AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. DEGREES C., ALUMINUM OR COPPER WIRES. ELSEWHERE IN THESE SPECIFICATIONS. LUGS SHALL BE RATED FOR 75 DEGREE C. THE FACEPLATE WITH THE PATCH PANEL PORT NUMBER. co DRAWING NUMBER: 0 W I- 6.° . , E400 ELECTRICAL SPECIFICATIONS A ✓ 15.Exterior lighting controls. Lighting not designated for dusk-to-dawn operation shall be controlled by either a combination of a photosensor and a time switch,or an astronomical time switch.Lighting designated for dusk-to-dawn operation shall be controlled by p an astronomical time switch or photosensor. CD LU COr p Z Plans reference page/section: Nat Applicable COMeheek Software Version 4.0.8.0 0 Ci) O ✓ 16.Tandem wiring.The following luminaires located within the same area shall be tandem wired: Interior L ah ti n C o f 1 l! I i a n ce W w N 1.Fluorescent luminaires equipped with one,three or odd-numbered lamp configurations,that are recess-mounted within 10 feet center-to-center of each other. (21 2.Fluorescent luminaires equipped with one,three or any odd-numbered lamp configuration,that are pendant-or surface-mounted Certificate within 1 foot edge-to-edge of each other. Plans reference page/section: _Not.Applicable Section 1: Project Information ✓ 17.Medical task lighting or art/history display lighting claimed to be exempt from compliance has a control device independent of the control of the nonexempt lighting. Energy Code: 2014 Oregon Energy Efficiency Specialty Code Plans reference page/section: Not Applicable Project Title: Lovesac-Washington Square Project Type:Alteration • 18.Each dwelling unit in a building is metered separately. Construction Site: Owner/Agent: Designer/Contractor: Plans reference page/section: Not Applicable 9585 S.W.Washington Sq. Rd. Lovesac Shremshock Engineering, Inc. Space#T03 2 Landmark Square 7400 West Campus Road 0 0 Interior Li htin PASSES Portland,OR 97223 Suite#300 Suite#150 Y Y o c 9 g Stamford,CT 06901 New Albany,OH 43054 U E Section 5: Compliance Statement P Section 2: Interior Lighting and Power Calculation .N � Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and A B C D0 .41S 3 other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2014 Oregon Energy Area Category Floor Area Allowed Allowed Watts Efficiency Specialty Code requirements in COMcheck Version 4.0.8.0 and to comp re m- datory requirements in the Requirements (ft2) Watts!ft2 (B x C) I Checklist. Sales Area(Retail:Sales Area)(Ceiling Height 11 ft.) 870 1.5 1305 ,, / Allowance: Furniture,clothing,cosmetics highlighting/Fix. ID:F2 200(a) 1.4 216(b) / Reece A. Prather-P.E., Principal /t- OH Z 3/rti Allowance: Furniture,clothing,cosmetics highlighting/Fix. ID:F4 20(a) 1.4 28(b) IA Name-Title Signature Date Restroom(Common Space Types:Restrooms)(Ceiling Height 8 ft.) 68 0.82 56 d. Non-sales(Common Space Types:Active Storage)(Ceiling Height 12 ft.) 140 0.63 882 0 c') Total Allowed Watts= 1693 a (a)Area claimed may exceed total floor area when Retail Merchandise Highlighting allowance(s)are specified. _ O (b) Allowance is(B x C)or the actual wattage of the fixtures given in Section 2,whichever is less. >- Co Section 3: Interior Lighting Fixture Schedule 0 A B C D ECC 0)Z v) Fixture ID:Description!Lamp/Wattage Per Lamp 1 Ballast Lamps/ #of Fixture (C X D) E o Fixture Fixtures Watt. q) .. in Sales Area(Retail:Sales Area 870 sq.ft.) c ai v Sales Display Lighting: F2:Directional LED Downlight: LED PAR 16W: 1 12 18 216 5 ti5 cp Sales General Downlighting:F3: Fixed LED Downlight: LED PAR 16W: 1 10 18 180 w .- W CC Sales General Downlighting:F4:Adjustable LED Multiple:Other: 3 12 36 432 co z Show Window Lighting(Enclosed): F4:Adjustable LED Multiple:Other: 3 2 36 Exempt 00 a in Exemption:Retail Display Window .0 ce "r Show Window Lighting(Open): F4:Adjustable LED Multiple:Other: 3 2 36 72 U) 0 v Restroom(Common Space Types:Restrooms 68 sq.ft.) 0w Ln General Downlighting: F3: Fixed LED Downlight:LED PAR 16W: 1 2 18 36 m Non-sales(Common Space Types:Active Storage 140 sq.ft.) t71: LED:L1:2'x4',LED:Other: 1 1 51 51 Total Proposed Watts= 987 Section 4: Requirements Checklist In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in in 0 the plans/specs the requirement can be verified as being satisfied. f C/ Lighting Wattage: ✓ 1. Total proposed watts must be less than or equal to total allowed watts. U < (I) CO Allowed Wattage: 1693 Proposed Wattage:987 D (V Complies:YES (V 4:1C 0 Z -- _ OC) rn Project Title: Lovesac-Washington Square Report date: 02/19/18 Project Title: Lovesac-Washington Square Report date: 02/19/18 Ci) I— 0 n/ Data filename: P:1LOV1180069 LOV-Washington Square, Portland,OR104_Consultant Coord\MEP\180069.Electrical.cck Page 3 of 3 Data filename:P:1LOV1180069 LOV-Washington Square,Portland,OR104_Consultant Coord\MEP1180069.Electrical.cck Page 1 of 3 in Z (n i Li0� I:Joi0 Mandatory Requirements: F— CD° Z v 2. Exit signs.Internally illuminated exit signs shall not exceed 5 watts per side. Q Q Q Plans reference page/section: E200 ° J Z � !— v 3. Daylight zone control.All daylight zones are provided with individual controls that control the lights independent of general area lighting0 • in the non-daylight zone. In all individual daylight zones larger than 350 sq.ft.,automatic daylight controls is provided.Automatic O daylight sensing controls reduce the light output of the controlled luminaires at least 50 percent,and provide an automatic OFF control, while maintaining a uniform level of illumination.Contiguous daylight zones adjacent to vertical fenestration may be controlled by a (/) 0j 0— single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations(i.e.,north,east, vJ south,west).Daylight zones under skylights shall be controlled separately from daylight zones adjacent to vertical fenestration. LU Plans reference page/section: Not Applicable 1.0 4. Interior lighting controls.At least one local shutoff lighting control has beenprovided for every2,000 square feet of lit floor area and 0) �/ g 9 9 g q each area enclosed by walls or floor-to-ceiling partitions.The required controls are located within the area served by the controls or are a remote switch that identifies the lights served and indicates their status. Plans reference page/section: E200 v 5. Sleeping unit controls.Master switch at entry to hotel/motel guest room. Plans reference page/section: Not Applicable ✓ 6. Egress lighting.Egress illumination is controlled by a combination of listed emergency relay and occupancy sensors to shut off during periods that the building space served by the means of egress is unoccupied. Plans reference page/section: E200 V) t. 7. Additional controls.Each area that is required to have a manual control shall have additional controls that meet the requirements of Sections 505.2.2.1 and 505.2.2.2. a Plans reference page/section: E200 r—t < ✓ 8. Light reduction controls.Each space required to have a manual control also allows for reducing the connected lighting load by at least 50 percent by either CO 1)controlling(dimming or multi-level switching)all luminaires;or w 0 2)dual switching of alternate rows of luminaires,alternate luminaires,or alternate lamps;or ❑ LU 3)switching the middle lamp luminaires independently of other lamps;or 4)switching each luminaire or each lamp. 0 O U = Plans reference page/section: E200 ' + Z 0 ✓ 9. Buildings larger than 2,000 square feet are equipped with an automatic control device to shut off lighting in those areas.This automatic v control device shall function on either: 1)a scheduled basis,using time-of-day,with an independent program schedule that controls the interior lighting in areas that do not exceed 10,000 square feet and are not more than one floor;or (.9 J i 2)an occupant sensor that shall turn lighting off within 30 minutes of an occupant leaving a space;or ^ 3)a signal from another control or alarm system that indicates the area is unoccupied. L.L Plans reference page/section: E200 wlb ✓ 10.Occupancy sensors in rooms that include daylight zones are required to have Manual ON activation. Z O Plans reference page/section: Not Applicable w 0 g 0 ✓ 11 An occupant sensor control device is installed that automatically turns lighting off within 30 minutes of all occupants leaving a space. Plans reference page/section: E200 SOP PROr e ✓ 12Additional controls.An occupant sensor control device that automatically turns lighting off within 30 minutes of all occupants leaving a ��� F+�dWEe4 `�'by space or a locally activated switch that automatically turns lighting off within 30 minutes of being activated is installed in all storage and supply rooms up to 1000 square feet. 1 trii, 78784PE r Plans reference page/section: E200e„ ✓ 13.Occupant override.Automatic lighting shutoff operating on a time-of-day scheduled basis incorporates an override switching device OREGON that: 1)is readily accessible,2)is located so that a person using the device can see the lights or the area controlled by that switch,or ,p 1'p� i 4 �p0°wO. so that the area being lit is annunciated,3)is manually operated,4)allows the lighting to remain on for no more than 2 hours when an �CCE eC .S\\ override is initiated,and 5)controls an area not exceeding 2,000 square feet. 5A, PRP 0/?��/jei Plans reference page/section: E200 !EXPIRATION DATE 4.2/3/AVI ✓ 14.Holiday scheduling.Automatic lighting shutoff operating on a time-of-day scheduled basis has an automatic holiday scheduling feature ©20O that turns off all loads for at least 24 hours,then resumes the normallyscheduled operation. RESPONSIBILITY BILITYORARCHITECT r ENGINEER ASSUMES F P RESPONSIBILITY LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN Plans reference page/section: E200 SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE.PROVINCE OR TERRITORY SHOWN ON THE LE v SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN (N AREAS MEETING THE STATED DESIGN CRITERIA, cc Project Title: Lovesac-Washington Square Report date: 02/19/18 SAI # 180069 iS Data filename:P:ILOV1180069 LOV-Washington Square,Portland,OR104_Consultant Coord1MEP1180069.Electrical.Cck Page 2 of 3 N N DRAWING NUMBER: N a LJ 1— o ENERGY CODE COMPLIANCE FORMS A E500 I. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS I. GENERAL CONTRACTOR TO PROVIDE PROGRAMMABLE THERMOSTAT COMPATIBLE WITH UNIT. AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEM COORDINATE WITH UNIT MANUFACTURER. GENERAL CONTRACTOR TO INSTALL THERMOSTAT AS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS AND AS REQUIRED BY THE JOB SHOWN 48" A.F.F. CONTRACTOR SHALL PROVIDE ALL MANUALS AND INSTRUCTIONS TO THE STORE CONDITIONS. ALL NORK NOT SPECIFICALLY NOTED AS BEING PROVIDED BY THE LANDLORD SHALL BE MANAGER (INSTRUCT THE STORE MANAGER ON OPERATION UPON TURNOVER) AND THE PROJECT Li PROVIDED BY THE GENERAL CONTRACTOR. ALL WORK (MATERIALS, FABRICATION, INSTALLATION, MANAGER (FOR THE CLOSEOUT PACKAGE). W qp ETC.) SHALL COMPLY WITH THE APPLICABLE SECTIONS OF ALL STATE AND LOCAL CODES z = r (MECHANICAL CODE, BUILDING CODE, ENERGY CODE, ETC.) AND THE LATEST EDITION OF SMACNA. 2. EXISTING 20"X14" OPENING WITH BAROMETRIC RELIEF DAMPER FOR 100% OUTSIDE AIR OPERATION. Q i1) N FIELD VERIFY LOCATION AND CONNECTION TO LANDLORDS RELIEF AIR DUCT. FIELD VERIFY EXACT V) CD N 2. READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK. COORDINATE AND LOCATION, SIZE, HEIGHT AND ALL OTHER REQUIREMENTS. > W N SCHEDULE ALL WORK WITH AND BETWEEN ALL CONTRACTORS AND PROVIDE ALL SUBCONTRACTORS W I- CV NITH A COMPLETE SET OF BID DOCUMENTS. FIELD VERIFY AND COORDINATE WORK BETWEEN ALL 3. (E)AHU-I: GENERAL CONTRACTOR TO REUSE EXISTING HORIZONTAL CHILLED HATER AIR HANDLING Ce < 0 TRADES, LANDLORD REQUIREMENTS, CEILING HEIGHTS AND EXISTING CONDITIONS PRIOR TO THE UNITS. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL THREE SETS OF FILTERS, CHANGE START OF WORK OR ORDERING OF EQUIPMENT. FILTERS AFTER FINAL STORE CLEANING AND AGAIN PRIOR TO AIR BALANCE. CHEMICALLY CLEAN COILS, REBALANCE FAN AND REPLACE BELTS, REPLACE/REPAIR ANY DEFECTIVE PARTS. GREASE 3. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BID. VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD FAN BEARINGS, CHECK CONTROLS FOR PROPER OPERATION AND MOTOR AND DRIVE FOR PROPER REQUIREMENTS AND EXISTING CONDITIONS, NO ALLOWANCE HILL BE MADE FOR EXTRAS DUE TO FAN PERFORMANCE. CLEAN AND/OR REPLACE SECONDARY DRAIN PAN, OVERFLOW SNITCH, FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED CONDENSATE LINE AND CONDENSATE PUMP AS REQUIRED. DRAIN, CLEAN, TEST AND REFILL BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. REFER TO RESPONSIBILITY CHILLED HATER LINES PER LANDLORD REQUIREMENTS, RE-LABEL AHU PER LANDLORD SCHEDULE ON SHEET C101 FOR MORE INFORMATION. REQUIREMENTS AND PER SPECIFICATIONS. FIELD VERIFY EXACT LOCATION AND ALL OTHER REQU IREMENTS. 4. VERIFY DUCT ROUTING AS EARLY IN THE JOB PROCESS AS POSSIBLE. IF MINOR CHANGES ARE REQUIRED, NOTIFY TENANT CONSTRUCTION MANAGER IMMEDIATELY. DUCT DIMENSIONS ARE NOMINAL 4. EXISTING CHILLED WATER SUPPLY AND RETURN LINES TO EXISTING CHILLED HATER SUPPLY AND CLEAR INSIDE DIMENSIONS. DUCT LAYOUTS ARE SCHEMATIC. FIELD COORDINATE ALL DUCT RUNS RETURN LINES TO REMAIN. VERIFY INSULATION AND VAPOR BARRIER. REPAIR AS REQUIRED. FIELD PRIOR TO DUCT FABRICATION. NO EXTRAS SHALL BE AWARDED FOR DUCT REVISIONS CAUSED BY VERIFY HEIGHT, TYPE AND ALL OTHER REQUIREMENTS. LACK OF COORDINATION. ALL RECTANGULAR DUCTWORK SHALL BE LINED AND ALL ROUND DUCT o SHALL BE WRAPPED WITH A MINIMUM R-VALUE OF 4.2, 1.0 PCF INSULATION. REFER TO 5. EF-I: GENERAL CONTRACTOR TO FURNISH AND INSTALL EXHAUST FAN, COMPLETE WITH INTEGRAL c E P SPECIFICATIONS FOR MORE INFO. BACKDRAFT DAMPER. EXHAUST CAPACITY SHALL BE 75 CFM AT 0.5" S.P. INSTALL AND SECURE PER MANUFACTURER'S INSTRUCTIONS. EXTEND DUCT TO LANDLORD EXHAUST SYSTEM. FIELD ADJACENT TENANT U E E 5. ALIGNMENT/PLACEMENT OF HVAC DEVICES 15 CRITICAL. COORDINATE ALIGNMENT WITH THE VERIFY EXACT LOCATION AND REQUIREMENTS. (N.I.C.) 8 ARCHITECTURAL REFLECTED CEILING PLAN AND LIGHTING PLAN. COORDINATE BOX-OUT LOCATIONS 2 1 FOR ALL DRYWALL MOUNTED AIR DEVICES WITH CEILING FRAMING. ORIENT ALL AIR DEVICES TO 6. REUSE EXISTING DUCTWORK. FIELD VERIFY EXISTING SIZE, LOCATION, ELEVATION, INSULATION, 0 ` 3 MINIMIZE VIEW INTO PLENUM/DUCT. CEILING AIR DEVICES TO HAVE BLADE OPENINGS FACING WALL OR VAPOR BARRIER AND ALL OTHER REQUIREMENTS PRIOR TO BID. GENERAL CONTRACTOR TO BALANCE BOH SOFFIT AND WALL AIR DEVICES TO HAVE OPENINGS FACING UP. REWORK EXISTING DUCTNORK AS REQUIRED. PATCH, CLEAN AND REPAIR THE EXISTING DUCTWORK RETURN AIR INSULATION AND VAPOR BARRIER AS REQUIRED. SEAL ALL JOINTS AIRTIGHT. CAP ANY EXISTING 101 DAMPER TD I 6. SPIN-IN FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH UNUSED OPENINGS. 25 GFM TAPS AT INACCESSIBLE LOCATIONS WITH BALANCING REQUIRED WITHIN TWO (2) FEET OF DIFFUSER RG-3 WITH PLASTER FRAME. FLEX DUCT TO BE A MAXIMUM OF 5'-0" LONG AND SHALL BE INSULATED. 7. (R)DH: GENERAL CONTRACTOR TO RELOCATE EXISTING ELECTRIC SLIP-IN DUCT HEATER AS SHOWN 2 \ %IL . __ U.) ON PLAN. REPLACE CONTACTOR FOR ELECTRIC HEAT STRIPS. VERIFY AFTER CONTRACTOR 2 7. PROVIDE AS-BUILT DRAWINGS ALONG NITH ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON REPLACEMENT THAT THE UNIT 15 IN GOOD WORKING ORDER. CLEAN, TEST, ADJUST AND ENSURE a THERMOSTATS, CONTROL HIRING DIAGRAMS AND OTHER PERTINENT INFORMATION TO LANDLORD AND PROPER OPERATION. REPLACE/REPAIR ANY DEFECTIVE PARTS. GENERAL CONTRACTOR SHALL MAKE 6"4co 71- TENANT AT COMPLETION OF PROJECT. ALL FINAL CONTROL HIRING CONNECTIONS TO (E)AHU-E. MODIFY DUCT AS REQUIRED. COORDINATE r 9 { 5 ��F-I O LOCATION WITH ACCESS DOOR. FIELD VERIFY EXACT LOCATION AND ALL REQUIREMENTS. L- 6 •8. FURNISH AND INSTALL STRUCTURAL STEEL REQUIRED TO SUPPORT EQUIPMENT AND COORDINATE >; LOCATIONS AND REQUIREMENTS WITH THE LANDLORD REPRESENTATIVE. COST OF THIS WORK AND 8. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL YOUNG REGULATORS, DAMPER AND CABLE. - - -- - W c ANY STRUCTURAL ENGINEERING FEES REQUIRED SHALL BE INCLUDED IN THIS BID. INSTALL REGULATORS AND DAMPERS PER MANUFACTURER'S RECOMMENDATION. LABEL REGULATOR (E)18"X14" F3 C SUCH THAT AIR BALANCE CONTRACTOR CAN EASILY IDENTIFY REGULATOR AND ASSOCIATED AIR I �� CC Q �I. ALL EQUIPMENT, PIPING AND/OR DUCTWORK NOT BEING USED OR SHOWN TO REMAIN IS FULLY DEVICE. SEE YOUNG REGULATOR DETAIL FOR ADDITIONAL INFORMATION. COORDINATE 2001 -OA- I a3i In REMOVED AND NOT ABANDONED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. IDENTIFICATION METHOD WITH PROJECT MANAGER PRIOR TO INSTALLATION. I �' • C 10. ANY EXISTING WALL, FLOOR OR CEILING SURFACE THAT IS DAMAGED DURING CONSTRUCTION SHALL q. REUSE AS MUCH AS POSSIBLE FROM THE EXISTING SPRINKLER SYSTEM AND ALARM SYSTEM. IN • I (. 3 ) in � BE REPAIRED TO MATCH NEN AND/OR EXISTING CONDITIONS. MODIFY SYSTEM AS REQUIRED TO MEET CODE. THE SPRINKLER HEADS IN THE STORE FRONT AND ii _ . i I \ 0SALES AREA ARE TO BE CONCEALED. FIELD COORDINATE ALL REQUIREMENTS WITH LANDLORD, i 13 F3 �� II. COMPLETELY INSTALL ALL ACCESSORIES PER EQUIPMENT MANUFACTURER RECOMMENDATIONS, EXISTING CONDITIONS AND AUTHORITY HAVING JURISDICTION. I UC _._÷._ 1 C 15 '' INCLUDING ALL TEMPERATURE CONTROL CONNECTIONS. PROVIDE ALL MISCELLANEOUS MATERIALS B 1 L TOILET W Aco ND LABOR REQUIRED TO COMPLETE THIS WORK PER MANUFACTURER PROVIDED INSTRUCTIONS. 10. SPRINKLER HEADS SHOWN FOR REFERENCE ONLY. LICENSED FIRE PROTECTION PROFESSIONAL TO M300 11 EX2U Q DETERMINE ACTUAL AMOUNT AND LOCATION OF HEADS. ALIGN SPRINKLER HEAD LOCATIONS WITH _ 102 O E in 12. GENERAL CONTRACTOR SHALL CONTRACT AN AIR BALANCING CONTRACTOR. BALANCE ALL HVAC LIGHTS AND OTHER CEILING ELEMENTS. COORDINATE WITH LANDLORD AND TENANT. _._ .i�U in SSYSTEMS TO AIRFLOW VALUES (CFM) NOTED ON PLANS AND PROVIDE AIR BALANCING REPORT TO 1 (E)AHU_11 TENANT FOR ALL HVAC SYSTEMS. CAREFULLY FOLLOW SPECIFICATIONS FOR AIR BALANCE NORK. 11. GENERAL CONTRACTOR SHALL REROUTE EXISTING 1" PRIMARY CONDENSATE DRAIN FROM HVAC I ( I ) % ��--��(E)18"X14" GENERAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE REQUIREMENTS PRIOR TO BID AND EQUIPMENT. CONDENSATE DRAIN TO BE ROUTED TO LAVATORY TAIL PIECE. REFER TO I I - - .0 o n INCLUDE THE COST OF THIS WORK IN THIS BID. CONDENSATE DRAIN DETAIL. CONFIRM ALL LANDLORD AND BUILDING DEPARTMENT REQUIREMENTS / 1- - 0 co h ;; PRIOR TO BID. (R)D1-4 -I `� 15. FURNISH AND INSTALL ACCESS PANELS AS DIRECTED AND AS SPECIFIED BY TENANT FOR ALL �- EQUIPMENT OR OTHER ITEMS REQUIRING ACCESS. VERIFY AND COORDINATE PLACEMENT OF ACCESS 12. GENERAL CONTRACTOR SHALL REUSE EXISTING MOTORIZED DAMPER. CLEAN, TEST, ADJUST AND 4 ' Iii WITH EQUIPMENT SERVICE CLEARANCES AND WETH TENANT CONSTRUCTION MANAGER. ENSURE PROPER OPERATION. REPLACE/REPAIR ANY DEFECTIVE PARTS. VERIFY THAT CONTROLS F2 F - "F2✓ F2 ARE IN GOOD WORKING ORDER. FIELD VERIFY ALL REQUIREMENTS. IfRR ` -I 10 14. PRIOR TO MAKING ANY PIPE OR DUCT ROOF PENETRATION OR POSITIONING ANY EQUIPMENT ON THE 1 ROOF, ALL PROPOSED LOCATIONS AND/OR PENETRATIONS SHALL MATCH LOCATIONS INDICATED ON 13. GENERAL CONTRACTOR SHALL VERIFY TOILET ROOM DOOR IS UNDERCUT 1" FOR MAKE-UP AIR OR ` F2 • Fo THE LANDLORD APPROVED PLANS AND SHALL BE FIELD VERIFIED AND APPROVED BY LANDLORD SHALL COORDINATE TO UNDERCUT EXISTING DOOR I" AS REQUIRED. FIELD VERIFY ALL LIQ REQUIREMENTS.FIELD REPRESENTATIVE. I - 15. ALL EQUIPMENT TO BE SUPPORTED FROM STRUCTURAL MEMBERS. NO HEIGHT CAN BE PLACED ON 04wA Fa THE ROOFING MATERIALS OR INSULATION. I - 16. FURNISH AND INSTALL TEMPORARY WEATHERPROOFING OF ALL ROOF PENETRATIONS, UNTIL ` F2 I I0"0 fF3GU < 0LANDLORD APPROVED ROOFING CONTRACTOR HAS MADE THE FINAL PATCH. VERIFY REQUIREMENTS • NITH LANDLORD. 250 10"0 1 • CC Z 17. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED SHALL BE BY A LANDLORD APPROVED .. SR-20 CO CD ROOFING CONTRACTOR AT THE GENERAL CONTRACTOR'S EXPENSE. COORDINATE ROOF PENETRATIONS O O O' 250 ") I- CD ry WITH LANDLORD'S REPRESENTATIVE. FIELD VERIFY AND COORDINATE REQUIREMENTS WITH LANDLORD Fa F4 PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. l-. . _ `f ADJACENT TENANT \''F2 x SALES AREA II) z Z 18. ALL MECHANICAL EQUIPMENT, PIPES AND DUCTS, PENETRATING AND/OR LOCATED ON ROOF SHALLla 0 - U-10- BE PAINTED TO MATCH COLOR OF ROOF. USE THE APPROPRIATE COATS OF PRIMER PRETREATMENT (N.I.C.) cv 1 OO F3 ADJACENT TENANT U z PRIOR TO FINAL COAT. THE FINAL COAT OF THE ROOF MATCHING COLOR SHALL BE APPROVED BY w (N.I .C.) {n LANDLORD CONSTRUCTION COORDINATOR. SPACE NUMBER SHALL BE PERMANENTLY MARKED ON ALL L I I • > < < ROOF-MOUNTED EQUIPMENT. (TYP.) A200 v ,..JI . FURNISH AND INSTALL IDENTIFICATION ON ALL EQUIPMENT MOUNTED OUTSIDE OF SPACE (ON ROOF O OOO l O O O z � � �••-• OR GRADE). PROVIDE PLASTIC LAMINATED PLATE OR STENCIL WITH A MINIMUM OF 4" HIGH BLACK F4 F4 0 L.L LETTERS, INDICATING TENANTS NAME AND SPACE NUMBER. VERIFY REQUIREMENTS WITH LANDLORD. • • rr1^� L0 /� F2 C.J. _l VJ VJ 20. GENERAL CONTRACTOR SHALL PERFORM STARTUP ON ALL HVAC EQUIPMENT AND CONTROL SYSTEM. PRIOR TO ENERGIZING ANY HVAC UNIT FOR PERMANENT OR TEMPORARY HEATING OR COOLING, RR-I < Lo GENERAL CONTRACTOR MUST HAVE APPROVAL FROM TENANT CONSTRUCTION MANAGER AND IS 9 CO REQUIRED TO HAVE COMPLETED STARTUP PROCEDURES AS OUTLINED IN THE MANUFACTURER PROVIDED INSTALLATION AND STARTUP MANUALS FOR EACH PIECE OF HVAC EQUIPMENT. RETURN AIR GRILLE F2OO-O - 21. GENERAL CONTRACTOR SHALL PROVIDE A FIRE HATCH AND PORTABLE FIRE EXTINGUISHER (MINIMUM WIDTH VERTICAL F4 Fa SIZE 2A:20BC), WHENEVER ANY WELDING 15 DONE WITHIN THE DEMISED PREMISES. THE PERSON SECTION OF SOFFIT PERFORMING THE FIRE WATCH SHALL REMAIN iN THE SPACE FOR AT LEAST ONE (1) HOUR AFTER THE COMPLETION OF ANY HELDING. THIS SHALL BE COORDINATED THROUGH THE LOCAL FIRE I DEPARTMENT. 8 TYP) I I F3 22. FURNISH AND INSTALL FIRE-RATED PIPE SLEEVES AND SEALS ON ALL PIPING THAT PENETRATES A `.F2 • 1 I • FIRE-RATED PARTITION, P1157577: 1) 1 I ,( , C 0 23. FIRE PROTECTION PLANS MUST BE ENGINEERED AND WET SIGNED AND SEALED BY A LANDLORD (TYP.) A I Fa F4 SR-2 Z APPROVED, LICENSED, REGISTERED FIRE PROTECTION CONTRACTOR IN THE LOCAL JURISDICTION. ( ) M200 SR-2010"� v 10„0 -; • 250 GENERAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE REQUIREMENTS WITH LANDLORD _X _ I PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. I_�p, B r_: / F3�'- 24. FIRE PROTECTION CONTRACTOR SHALL MODIFY SPRINKLER HEADS AND PIPING FOR NEW TENANT �C.,Fz I� M200 TYP) - Z STORE LAYOUT. RUN HYDRAULIC CALCULATIONS AS REQUIRED. REFER TO SPECIFICATIONS. DESIGN 11 NEW LAYOUT TO MEET NFPA 13, LOCAL AUTHORITY HAVING JURISDICTION AND LANDLORD I REQUIREMENTS. O O OI0 O O O F4I F4 m 1CL ( • W F2 U F343 J V 10 < LU On F3S F3 MECHANICAL GENERAL NOTES P MECHANICAL CODED NOTES K EXI U 0 RTU ROOFTOP UNIT �� __-_.._-_ © SENSOR • CONCEALED SPRINKLER - Z 0T THERMOSTAT ® UPRIGHT SPRINKLER HEAD BLDG BUILDING r ---- CFM CUBIC FEET PER MINUTE SA TV SUPPLY AIR ■ ■ TURNING VANES j • • WINI• ® CARBON DIOXIDE SENSOR HEAD CLG CEILING TYP TYPICAL ■ •- 0 SEMI-RECESSEDO O O :000 o ■ SPRINKLER HEAD GOND CONDENSATE VAV VARIABLE AIR VOLUME ■ U H 00 DUCT SMOKE DETECTOR CONT CONTINUATION WSHP WATER-SOURCE HEAT I ■ F4 • F4 WI O CONNECT TO EXISTING PUMP ii O O O O O O • - �� UNDERCUT DOOR CONTR CONTRACTOR C 2-C-I DUCT OFFSET ��I SUPPLY DIFFUSER GOORD COORDINATE H/ WITH • F4 F4 - _^ -J■ .�. CS CONDENSER HATER = i - Q� Z CI SUPPLY DUCT - UP ® SUPPLY EXHAUST GRILLE/FAN ►�� SUPPLY DUCT - ON CR CONDENSER WATER STOREFRONT RG-2 STOREFRONT RETURN ,��,DISPLAY AREA ENTRY VESTIBULE Rpf f�� PIM RA OR EXH. DUCT UP ® ACCESS DOOR OHS CHILLED WATER ��u oweP SUPPLY g 78785PE '� RA OR EXH, DUCT DN C R CHILLED WATER 1 DOB 1 QQA o H � y ELBOW TURNING VANESAr3+-711 SPIN-IN FITTING RETURN Cr if --- FIRE DAMPER (F DPR) EC SPIN-IN FITTING W/ DCW DOMESTIC COLD MANUAL BALANCE DPR WATER 7 2 j 2 MANUAL BALANCE DPR DIFF DIFFUSER MALL CONCOURSE __ DISC DISCONNECT (N.I•C.) k REGON I ---I FLEX DUCT CONNECTION DN DOWN / V ,4,OREGON t4 2CP'' A 2 c. 2 REMOTE ADJUSTABLE DPR DAMPER ,�^/ DAMPER IZIRETURN GRILLE EA EACH �RvMY 7•pt. 2/Z3/r� 2---/-"-2 TRANSITION EXH EXHAUST (E)/EX. EXISTING F DPR FIRE DAMPER IF�R►+noNIaA�:,213/jilt DUCTNORK (R) RELOCATED FLEX FLEXIBLE X"4) ROUND DUCT FLR FLOOR ©216 THE ARCHITECT/ENGINEER ASSUMES NO - RESPONSIBILITY OR LIABILITY FOR THE USE OF - - (E) DUCTWORK AB ABOVE FPVAV FAN POWERED VAV CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED THESE PLANS FOR ANY PROJECT OTHER THAN - - - - GOND PIPE ACLU AIR-COOLED GC GENERAL CONTRACTOR SEISMIC AND STRUCTURAL SUPPORTS FOR ALL HVAC NORTH S DSEAL[ FOR SPECIFIC ANONIINTH AND SEALED FOR SUCH SPECIFIC LOCATION IN THE HYDRONIC PIPE CONDENSING UNIT HP HORSEPOWER EQUIPMENT, DUCT, PIPING, ETC. PROVIDE LATERAL �` STATE,PROVINCE OR TERRITORY SHOWN ON THE AD ACCESS DOOR MAX MAXIMUM SUPPORT AS REQUIRED PER OREGON STRUCTURAL SPEC. SEAL.THIS BUILDING USE ISONLY SIGNCAPPLICABLE IN AFF ABOVE FINISHED MGA MIN CIRCUIT AMPACITY AREAS MEETING THE STATED DESIGNCRITERIA. - - - (E) HYDRONIC PIPE CODE 2014 SEISMIC DESIGN CATEGORY D. FIELD VERIFY FLOOR MIN MINIMUM AND COORDINATE ALL REQUIREMENTS NITH AUTHORITY -\:-/-7. (E) WATER PIPE AHU AIR HANDLING UNIT MTD MOUNTED - - - - (E) SANITARY PIPE ARCH ARCHITECT NTS NOT TO SCALE HAVING JURISDICTION. SAI # �I$0069 :--I-4 BDD BACKDRAFT DAMPER OA OUTSIDE AIR DRAWING NUMBER: FP- SPRINKLER PIPE BEL BELOW RA RETURN AIR VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. HVAC LEGEND AND ABBREVIATIONS N.T.S. MECHANICAL PLAN 1/4" = 1'-OI' _ J _ A M 1 00 DESIGN WEATHER PARAMETERS TABLE 4-1 EX. AIR HANDLING UNIT SCHEDULE - CHILLED RECTANGULAR DUCT HANGERS TITUS AIR DISTRIBUTION SCHEDULE MINIMUM SIZE NARK (E)AHU-I - MANUFACTURER TRANS CATALOG SIZE MOUNTING MATERIAL BORDER U) w Oa MARK MAXIMUM Pair at 1Oft Spacing Pair at 8 ft Spacing Pair at 5 ft Spacing Pair at 4 ft Spacing BCHC036EIAOA NUMBER STYLE NOTES Z •v- MAXIMUM P g P g P g MODEL # FACE NECK CEILING OTHER STEEL ALUM. HALF OF 2G04H0 U) CV Design Parameters: DUCT WIRE! WIRE/ WIRE/ WIRE! TITUS U} NOMINAL TONNAGE 3 SD-I 24"X24" 8114, • . C N PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD OMNI > W City Name Portland SUPPLY AIR FLOW (CFM) 1,200 UJ I- CV Location Oregon 10 ga. 10 ga. 12 ga. 12 ga. TITUS 4'N/(3)1" Latitude 46.6 Deg. Pl2=30" 1"x22 ga. (.135") 1"x22ga. (.135') 1"x22ga. (.106") 1"x22ga. (.106") OUTSIDE AIR FLOW (CFM) 275 5R-2 TBDI-30 SLOTS l0 D 0 O Longitude 122.6 Deg, EXT. S.P. RR I TITUS 4'W/(3) Elevation 39.0 ft PI2=72" 1"x18 ga. 318" 1"x20 ga. 1/4" 1"x22ga. 1/4" 1"x22ga. 114" (IN. N.C.) 0.8 - - • • D Summer Design Dry-Bulb 90.0 °F TBR-30 I" SLOTS Summer Coincident Wet-Bulb 67.0 °F CHILLED WATER COOLING COIL Summer Daily Range 21.6 `F P/2=96" 1"xl6ga. 318" 1"xlega 3/8" 1"x20ga. 3/8" 1"x22ga. 1/4" MAX FV Winter Design Dry-Bulb 22.0 °F (FPM) - RG-2 TITUS 12"X12" 10"X10" 0 . B Winter Design Wet-Bulb 18.4 °F 3551R1._Atmospheric Clearness Number 1.06EAT ('FOB/WB) 78.9 / 65.2 Average Ground Reflectance 0.20 P!2=120" 1 112"x i6 ga. 112" 1"x16 ga. 3/8" 1"x 18 ga. 3/8" 7"x20 ga. 114" RG-3 TITUS 24„X24„ 15'10C Soil Conductivity 0.800 BTUI(hrft°F) LAT ('FDB/WB) 57.7 / 56.4 OMNI Local Time Zone(GMT+1-N hours) 8.0 hours P12=168" 1 112"x16 ga. 1/2" 1 112"x 16 ga. 1/2" 1'k16ga, 3/8" 1"x 18 a 3!B" APD (I N W.G.) Consider Daylight Savings Time No g - NOTES (APPLY TO ALL AIR DISTRIBUTION DEVICES): Simulation Weather Data N/A ENT ('F) 45.00 Current Data is 2001 ASHRAE Handbook P/2=192" Not Given 1/2" 1 112"x 16 ga. 112" 1"x16ga. 318" 1"x16 ga. 3/8" . SYMBOL KEY / MARK: E E Design Cooling Months January to December LWT ("F) 62.00 FIRST LETTER: 5-SUPPLY R-RETURN E-EXHAUST T-TRANSFER 00 ° - Pl2=193"up SPECIAL ANALYSIS REQUIRED (GPM) 4.2 FLOW SECOND LETTER: D-DIFFUSER R-REGISTER G-GRILLE 8 8 - NPD (FT. HD.) - CATALOG NUMBERS REFER TO TITUS AIR DEVICES. U E E WHEN STRAPS ARE LAP JOINED SINGLE HANGER MAXIMUM ALLOWABLE LOAD TOTAL (MBH) 35.6 PROVIDE DIRECTIONAL BLOW FOR AIRFLOW OTHER THAN 4-WAY. SEE DETAIL ON THIS USE THESE MINUMUM FASTENERS: • SHEET. 6 N STRAP WIRE OR ROD(Dia,) SENSIBLE (MSH) 30.3 SEE ARCHITECTURAL SHEETS FOR FINISH COLOR, IF NO COLOR IS SPECIFIED, PROVIDE0 E Air System Information 1"x18,20,22 ga,-two#10 Drone 114"bolt 1"x22 ga.-260 lbs. 0.106"-80 lbs. ELECTRIC HEAT STANDARD WHITE. Air System Name AHU Number of zones .......................................................... 1 1"x 16 ga,9 0 114"dia. 1"x 20 g320 lbs. 0.135' - Y Equipment Class CW AHU Floor Area 1078.0 ft" ga.- 120 lbs. INPUT (KN) FOR ALL BOORS AND 355RL AIR DEVICES IN NON-SALES Air System Type ............................... SZCAV Location ........................................... Portland,Oregon 11/2''x16 a--two 3/8"dia. 1"x 18 a.-420 lbs. 0.1621- 160 lbs. - Place fasteners in series, not side by side. 1"x 16 ga.- 700 lbs. 1/4"-270 lbs. OUTPUT (MB1-1) - * PROVIDE FACTORY FURNISHED PLENUM BOX. I Sizing Calculation Information 1112'x 16 ga.-1100 lbs. 3/8"-680 lbs. STAGES - BORDER STYLE: 112"-1250 lbs. Calculation Months Jan to Dec Zone CFM Sizing .. Sum of space airflow rates 518"-2000 lbs, ELECTRICAL A. SURFACE MOUNTED. Sizing Data Calculated Space CFM Sizing Individual peak space loads 3/4"-3000 lbs. B. LAY-IN - PROVIDE WITH TITUS MODEL #TRM-5 FRAME FOR DRYWALL CEILING 1 VOLTS/VHZ 208 / 3 / 60 MOUNTING. SEE DETAIL ON THIS SHEET. Central Cooling Coil Sizing Data MOTORH )P 1 C. LAY-IN FRAME FOR T-BAR CEILING. NOTES: ( D. LAY-IN - PROVIDE WITH TITUS BORDER STYLE 22 FOR DRYWALL CEILING MOUNTING2 Total coil load 3.0 Tons Load occurs at ................................................... Jul 1500MCA (AMPS) 4.5 FOR LINEAR DEVICES. z ,, 1. Dimensions other than gage are in inches. O Total coil load 35.6 MBH OA DB/WB 90.1 r 67.0 of 2. Tables allow for duct weight, 1 Ib.lsf insulation weight and normal reinforcement and trapeze MOCP (AMPS) 15 >, Sensible coil load ............................................... 30.3 MBH Entering DB 1 WB 79.1 164.4 F g g p Coil CFM at Jul 1500 1200 CFM Leaving DB1WB ........................................... 55.6!54.3 °F weight, but no external loads! MAX. WEIGI4T FAN SCHEDULE - RESTROOM 8 Max block CFM 1200 CFM Coil ADP 53.0 "F (LBS.) EXISTING �_ Sum of peak zone CFM 1200 CFM Bypass Factor 0.100 3. For custom design of hangers, designers may consult SMACNA's Rectangular Industrial Duct EXISTING ELECTRIC Sensible heat ratio 0.852 Resulting RH 55 % Standards, the AISI Cold Formed Steel Design Manual and the AISC Steel Construction Manual. ACCESSORIES EXISTING MARK EF-1 74-, ,�, fr/Ton 363.3 Design supply temp. $7.0 °F NOTES A, E MANUFACTURER BROAN HEAT SCHEDULE z ., BTUIhr ft') 33.0 Zone T-stat Check .................................................. 1 of 1 OK 4. Straps are galvanized steel; other materials are uncoated steel. c d• Water flow CO 10.0"F rise .............,................... 7.12 gpm Max zone temperature deviation ................................ 0.0 °F 5. Allowable loads for P/2 assume that ducts are 16 ga. maximum, except that when maximum ACCESSORIES: MODEL LI50 MARK (R)DH ICD , duct dimension (w) is over 60" then p/2 maximum is 1.25 w. 1. EXISTING U `" TYPE CEILING MANUFACTURER TUTCO w Central HeatingCoil SizingData 6. For upper attachments see Fig. 4-2. CI) DRIVE TYPE DIRECT MODEL DHB2039 cp 7. For lower attachments see Fig. 4-4. NOTES: a -a 8. For trapeze sizes see Table 4-3 and Fig. 4-5. A. WIRING OF CONTROLS TO BE BY GENERAL CONTRACTOR. PERFORMANCE TYPE SLIP-1N DUCT W CC Max coil load 16.5 MBH Load occurs at ................................................... Des Htg y Coil CFM at Des Htg ......................................... 1200 CFM BTV/(hr ft') ................................ 15.3 ° 9. 12, 10, or 8 ga. wire is steel of black annealed, bright basic, or galvanized type. B. GENERAL CONTRACTOR SHALL COORDINATE WITH NATIONAL ACCOUNT - AIR FLOW (CFM) I,200 a o VENDOR FOR UNIT START-UP BY A FACTORY TRAINED TECHNICIAN. AIR FLOW (CFM) 75 U „� Max coil CFM 1200 CFM Ent-DB 1 Lvg DB 57.6170.3 F C. REFER TO CONTROL WIRING SCHEMATICS FOR ANY FIELD INSTALLED ELECTRICAL cEc in Water flow @20.0°F drop N/A CONTROL DEVICES NOT FACTORY INSTALLED. EXT. STATIC (IN N.C.) 0.5 CO U un D. REFER TO DETAILS MANUFACTURER INSTALLATION INSTRUCTIONS, VOLTS/0/HZ 208 / 3 / 60 LANDLORD REQUIREMENTS AND SPECIFICATIONS FOR CONTRACTOR FAN SPEED (RPM) 750 0E Supply Fan Sizing Data FURNISHED AND INSTALLED PIPING ACCESSORIES NOT FACTORY HEATER KW 8.000 N a PROVIDED (BALANCING VALVE, STRAINERS TEST PORTS ETC). ELECTRICAL o cin E. FIELD SET MINIMUM OUTSIDE AIR AS SPECIFIED ABOVE. OUTSIDE Actual max CFM .. . . . 1200 CFM Fan motor BHP ............ 0.33 BHP AIR DAMPER SHALL FULLY CLOSE ON UNIT SHUTDOWN. AMPS 22.2 U) n ..................•.. .. . . . .... g VOLTS/0/1-1Z 120 / I / 60 Standard CFM 1198 CFM Fan motor kW .. . 0.26 kW F. UNIT FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. APPROX. WEIGHT (LES) EXISTING Actual max CFMIft' 1.11 CFM/ft' Fan static 1.00 in w G. GENERAL CONTRACTOR TO PROVIDE ALL STRUCTURAL SUPPORT. FAN MOTOR WATTS 100 SERVES SALES Outdoor Ventilation Air Data APPROX. WEIGHT (LEIS.) 23.1 Design airflow CFM 275 CFM CFM/person ............................................................. 9.17 CFM/person ACCESSORIES EXISTING CFMIft2 0.26 CFM/ft' OUTSIDE AIR SCHEDULE SERVES RESTROOM - NOTES EXISTING ACCESSORIES I ACCESSORIES: SPACE OUTSIDE AIR REQUIREMENTS OUTSIDE NOTES A, B I. EXISTING . SPACE FLOOR AREA (IMO 2012) SERVICE TSIIR ACCESSORIES: 0 DESIGNATION (SF) CFM PER CFM PER MINIMUM (CFM) 1. PROVIDE NITH INTEGRAL BACKDRAFT DAMPER, NOTES: II LE; ___.. OCCUPANCY PERSON SF CFM PLUG TYPE DISCONNECT SWITCH AND SPEED A. EXISTINGU II DESIGN COOLING DESIGN HEATING SALES 870 14 7.5 0.12 211 AHU-1 275 EA. CONTROL, 2. GENERAL CONTRACTOR TO FURNISH AND INSTALL CO M COOLING DATA AT Jul 1500 HEATING DATA AT DES HTG NON-SALES 208 3 7.5 0.12 48 VIBRATION ISOLATION AS REQUIRED. D C/J (v COOLING OA DB 1 WB 90.0°F/67.0°F HEATING OA DB 1 WB 22.0°F 118.4°F - NOTES: N Sensible Latent Sensible Latent MINIMUM I OUTSIDE AIR REQUIRED . 259 MINIMUM OUTSIDE AIR A. INTERLOCK OPERATION WITH LIGHTS. VERIFY ALL CONDITIONS IN Cr Z h. ZONE LOADS Details (BTUIhr) (BTU/hr) Details (BTUIhr) (BTU/hr) DELIVERED = 275 CFM B FURNISHED AND INSTALLED BY GENERAL O CO CD Wiindow&Skylight Solar Loads Oft' D: oft' FIELD PRIOR TO BIDS. CONTRACTOR. Wall Transmission 0 ft' 0 - 0 ft' 0 - Roof Transmission 1078 ft' 873 - 1078 ft' 3254 - 7 V. I` Window Transmission 0 ft' 0 - 0 ft' 0 C L O Skylight Transmission 0 ft2 0 - 0 ft' 0 HVAC SCHEDULES ., 0 __ w 0- Door Loads 0 ft' 0 0 ft' 0 u J _ Floor Transmission 1078 ft' 0 - 1078 ft2 0 - U Partitions 0 fF 0 0 ft2 0 L_-11H Ceiling 0 ft' 0 - 0 ft' 0 RECTANGULAR /� Overhead Lighting 1041 W 2243 - 0 0 DUCT ` L..1.. J Task Lighting 0 W 0 - 0 0 - Z �+Eiectric Equipment 1750W 5711 0 D People 30 5650 6150 0 0 0 CONICAL FITTINGO > °O Infiltration - 0 0 - _ 0 0 SEAL AIRTIGHT Miscellaneous 0 D 0 o W/MASTIC ..'/! (15 0- P. iliiiii1/4 Safety Factor 5%I 5% 724 308 5% 163 0 ROUND DUCT �+/ I-0vJ >>Total Zone Loads - 15201 6458 - 3417 01M11111 1 Zone Conditioning 16439 6458 3399 0 LOCKING QUADRANT MANUAL VOLUME 1.0 Plenum Wall Load 30% D 0 0 DAMPER 1,-1/STANDOFF BRACKET Et. AIR CONCENTRIC FLOW CD Plenum Roof Load 70% 2036 0 0 EXTENDED SHAFT, INSULATION COLLAR, TRANSITION Plenum Lighting Load 30% 1066 0 0 HANDLE $ IS" LONG ORANGE MARKER ROUND TO ROUND - MAX. 45° DIVERGING, Ventilation Load 275 CFM_ 4258 -2169 275 CFM 13583 0 Return Fan Load 1200 CFM 0 - 1200 CFM 0 - MOUNTED AT TAP WHERE ACCESSIBLE. IF TAP 15 NOT ACCESSIBLE, INSTALL 60' CONVERGING Supply Fan Load 1200 CFM 890 - 1200 CFM -890 - DAMPER AT DROP TO DIFFUSER BEFORE Space Fan Coit Fans 0 DFLEX (SEE DETAIL ON THIS SHEET). Couct Heat Gain lLoss 5% 760 - 5% 171 RECTANGULAR TO ROUND ��--� VJ Total System Loads 27448 4288 16263 0 Central Cooling Coil 27446 4289 0 0 W >> .4146% Central Heating Coil - 0 - - 16263 - 45° AIR MAIN DUCT 1---1.-1 FLOW >>Total Conditioning - 27448 4289 - 16263 0 !� Key: Positive values are clg loads Positive values are htg loads D Negative values are htg loads Negative values are clg loads RECTANGULAR MANUAL VOLUME A 0 DUCT DAMPER LOCATION BRANCH PROVIDE IN/STANDOFFDUCT CL BRACKET 4 I -) -11-1.- EXTENDED PIN FOR AIR FLOW 45° MANUAL HAND U m QUADRANT. r^ SADDLE TAP C ) p ECCENTRIC TRANSITION RECTANGULAR RECTANGULAR TOY 'P - MAX. 30° (EXCEPT 45' IS J 0 PERMITTED AT ROUND TO FLAT OVAL) TO ROUND RECTANGULAR < J = HVAC LOAD CALCULATIONS P NOT USED K NOT USED F DUCT TAKE-OFFS & TRANSITIONS N.T.S. 0_ B < . z m YOUNG REGULATOR: W MODEL 5020CC FOR ROUND MODEL 830ACC FOR RECTANGULAR I CIm RIGID DUCTWORK, INSULATED ♦ , ❑ CO _ PER SPECIFICATIONS v 2. w z �'10or 'FAL `' PR RIGID 10' ELBON LOCKING RACK AND `g'fr, ..NGtN FR -�''O PINION OPERATOR �O 78785PE y ��nu�nurrlm�u�unHuuHln\\\\\\\1\\gU\\\\\\�Hltnu{q\\\\� -a�i�aary������'',r 1 . t FLEXIBLE CASING AND ,/7 WIRE (50'-0" MAX) \� ,, V,,. OREGON 111N. ,, ,,,,_,,....____ , / 013 / \ SFR 0k 14,1114 L ORANGE FLAG I , } aMY 1'.PE �`�'.. 4t/ 10, !EXPIRATIONDATE: 1:.:02�,,, ®2018 THE ARCHITECT 1 ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF MOUNTING THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED FBRACKET ANDSEALEDFORSUCHSPECIFICLOCATIONINTHE Q_ STATE,PROVINCEORTERRITORYSHOWNONTHENOTE: � SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN N COORDINATE EXACT LOCATION OF AREAS MEETING THE STATED DESIGN CRITERIA CEILING MOUNTED CONCEALEDco SOCKET WRENCH o REGULATOR NITH ARCHITECT PRIOR SAI # 180069 N TO INSTALLATION. REGULATOR TO BE N PLACED IN ACCESSIBLE LOCATION. LINER SLOT DIFFUSER DRAWING NUMBER: L ' KITH PLENUM BOX w NOT USED N NOT USED J NOT USED E YOUNG REGULATOR - LINEAR N.T.S. n M200 PLUMBING SYMBOLS & ABBREVIATIONS PLUMBING FIXTURE SCHEDULE TURN DOWN INTO - GN- DOMESTIC WATER PIPE GC SHALL FURNISH AND INSTALL THE FOLLOWING FIXTURES COMPLETE WITH ALL ACCESSORIES REQUIRED FOR ROUGH-IN. Z W STACK (TYP) -- HW- DOMESTIC HOT NATER ZS MARK FIXTURE MANUFACTURER AND CW HN WASTE VENT REMARKS O (Cf) N N G- GAS PIPE MODEL NO. 5 N 12" SIN. SAN- SANITARY PIPE w ROOF' . MATERIALS FD-1 FLOOR JOSAM 1/2" - 3" 1-1/2" 6"X6" SQUARE TOP WITH 3" WITH NIKALOY Ce CD (FL•'HING, ETC.) PER GOND- CONDENSATE PIPE DRAIN #30003-65-50-Y STRAINER. 0 L• 1DLORD REQUIREMENTS - -V- SANITARY VENT PIPE WC-I WATER AMERICAN STANDARD 1/2" - 4" 2" ADA COMPLIANT, VITREOUS CHINA, ELONGATED � * - -(E)XX- EXISTING PIPE OR EQUIPMENT CLOSET #215AA.104.020 SIPHON ACTION, 1.28 GPF, HANDLE ON OPPOSITE 12 IN. /L , (SEE RESPONSIBILITY SIDE FROM WALL, AMERICAN STANDARD SEAT FP- SPRINKLER PIPE SCHEDULE ON G1.2) #5325.010. GC TO PROVIDE: 3/8" C.P. SUPPLY WITH k. ► �s � �� ��������.���►�►y�! ���� r� � �w���, ,�� STM- STORM PIPE HANDLE STOP AND 18" MTG. HT. TO SEAT. \\ LAV-I LAVATORY AMERICAN STANDARD 1/2" 1/2" 1-1/2" 1-1/2" WALL MOUNTED 18.5"x20" VITREOUS CHINA, 4-INCH 1> ti41111".. BACK FLOW PREVENTER ® ACCESS DOOR #0124.024 CENTERS, NI-4ITE COLOR WITH AMERICAN STANDARD (SEE RESPONSIBILITY FAUCET #7500.170.002 (INCLUDES WRIST BLADES, 0..•••-i PIPE UP PST RELIEF VALVE AND GOOSENECK)AND MCGUIRE SUPPLY STOP 4) I SCHEDULE ON GI.2) E E #155AEC0. MOUNT SINK AT WHEELCHAIR HEIGHT. o o -ROOFING MATERIAL C----Z PIPE DOWN (`w� BUTTERFLY VALVE o Y NOTES: ROOF CONSTRUCTIONIWH-1 WATER NEATER CHRONOMITE I/2" "1/2 - - MODEL SR-20L 0.5 GPM @ 57' �' COMBINATION BALANCE Q I BALL VALVE 0 8 1. ALL ROOF WORK TO BE (INSTANTANEOUS) INSTANT-FLOW RISE, 4160 N, 20 AMPS. AND 208V-10-60. U w AND SHUT-OFF VALVE PERFORMED BY A LAN DLO-D , LEEVE ROOF G, * FLOOR DRAIN EE APPROVED ROOFING THERMAL WATER METER (SEE RESPONSIBILITY y r AS QUIRED MIXING VALVE GATE VALVE SCHEDULE ON Gi.2 CONTRACTOR. AS QUIRED GLOBE VALVE ) 0 AS REQUIRED71• CN Z HOSE BIBB 3 2. FIELD VERIFY • COORDINATE ` INCREASER HEN REQUIRED BY CODE �Q--] DRAIN VALVE II UNION TP TRAP PRECISION #P2-500 - - - - FLOW ACTIVATED BRONZE TRAP SEAL PRIMER WITH ALL REQUIRE✓ NTS PRIOR TOIPRIMER INTEGRAL VACUUM BREAKER, 1/2" SWEAT INLET INSTANTANEOUS 1�.I CHECK VALVE �_J " BID AND 4 LURE ALL COSTS �� NATER HEATER. SEE I /i Y-TYPE STRAINER AND OUTLET CONNECTIONS, AND I/2 IPS DRIP LINE OF THIS ORK IN BID. � '�-VENT STACK GAGE COCK CONNECTION. PLUMBING FIXTURE G.W. [- i CAPPED LINE SCHEDULE FOR GAS SHUT-OFF FG( FLOOR ZURN #Z-1400-HD-2 - - - - (CONC. FLOOR) OR ZN-1400-2 (TILE FLOOR). CAST ADDITIONAL INFO. ( v (PLUG) VALVE ' CONNECT TO EXISTING CLEAN OUT IRON BODY WITH GAS AND WATER TIGHT ABSVI N.T.S. EXISTING G GAS TAPERED THREAD PLUG AND ROUND SCORIATED NT THRU ROOF DETAIL Q g H N (R) RELOCATED GAL GALLON - - TOP ADJUSTABLE TO FINISH FLOOR. M _ AS ABOVE GC GENERAL CONTRACTOR WHA WATER SIOUX CHIEF #653-A 3/4" 3/4" OR EQUAL BY PRECISION PLUMBING PRODUCTS, INC. 2 C.N.` AFF ABOVE FINISHED FLOOR GPH GALLONS PER HOUR HAMMER SERIES. _ + # _ O 1. UNLESS OTHERWISE SPECIFIED, GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, D v • ARCH ARCHITECT GPM GALLONS PER MINUTE ARRESTER MATERIAL, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE PLUMBING WORK IN ACCORDANCE SEL BELOW HB HOSE BIBB W cc WITH THESPECIFICATIONS AND STANDARDS. SHUT-OFF BLDG BUILDING HP HORSEPOWER Q VALVE CLG CEILING HW HOT WATER - 3 Ln 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING FLOW CONTROL CO CLEAN OUT LAV LAVATORY a7 Z Ltr) ABOVE CEILING AND COLD WATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY AS REQUIRED COND CONDENSATE PIPE MAX MAXIMUM o In WORK. AFTER INSTALLATION AND FINAL CONNECTION OF NEW WASTE PIPING BELOW SLAB, BACK FILL CONT CONTINUATION MFR MANUFACTURER 0i- "A AND PATCH SLAB IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. CW COLD WATER MT MOUNT C 6 3. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES AS PROVIDED AS GFI RECEPTACLE CONTR CONTRACTOR NTS NOT TO SCALE m o FINISHED FLOORIAC -0 "= SHOWN IN PLUMBING FIXTURE SCHEDULE AND SHALL FURNISH AND INSTALL ALL REQUIRED VALVES, COORD COORDINATE PLBG PLUMBING ll1 Ix - PIPING, HANGERS, ETC. REQUIRED FOR A COMPLETE PLUMBING SYSTEM TO SERVE THE DEMISED DISC DISCONNECT .EQ ROOF DRAIN . U O PREMISES FROM SANITARY AND COLD WATER CONNECTIONS PROVIDED BY LANDLORD. ALL FIXTURES, DN DOWN SAN SANITARY U E Ln VALVES, PIPING AND APPURTENANCES REQUIRED FOR A FULL ROUGH-IN SHALL BE FURNISHED AND EA EACH TP TRAP PRIMER - RS v INSTALLED BY THE GENERAL CONTRACTOR. EX EXISTING TYP TYPICAL E - ENC ELECTRIC WATER COOLER .VE URINAL E cn 4. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL i o d FCO FLOOR CLEAN OUT V VENT o MATERIAL. ONLY LISTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE WILL BE FD FLOOR DRAIN VTR VENT THROUGH ROOF (C) fn (113 PERMITTED. FIXT FIXTURE WC WATER CLOSET 5. GENERAL CONTRACTOR SHALL ENSURE THAT ALL SLAB OR FLOOR PENETRATIONS WITHIN THE FP FIRE PROTECTION PIPE NCO WALL CLEAN OUT DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE FURN FURNISH WH WATER HEATER DAMAGE TO THE BUILDING AND/OR SURROUNDING AREAS. FAILURE TO DO SO SHALL BE AT THE RISK FV FLUSH VALVE W/ WITH AND SOLE EXPENSE OF THE GENERAL CONTRACTOR. 6. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S LABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. E Q 7. GENERAL CONTRACTOR TO FIELD VERIFY SLOPE, ELEVATION AND DIRECTION OF FLOW FOR EXISTING it SANITARY PRIOR TO ANY NEW PLUMBING INSTALLATION. < _ 8. GENERAL CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS N STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK. ADDITIONALLY, GENERAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH z N ITEMS AS WASTE, VENTS, WATER LINES, ETC. r� O CON. °I. GENERAL CONTRACTOR SHALL FOLLOW ALL SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN VJ CRITERIA OF TENANT HANDBOOK AND OTHER LANDLORD REQUIREMENTS. LLWATER HEATER DETAIL N.T.s. L PLUMBING FIXTURE SCHEDULE, SYMBOLS AND ABBREVIATIONS N.T.S. Lici Eo 10. GENERAL CONTRACTOR TO CLEAR ALL EXISTING ANp NEW DRAIN LINES AND FIXTURES, PRIOR TO C0214; Ci TURNING OVER SPACE TO TENANT. - ./. = E 11. GENERAL CONTRACTOR SHALL PROVIDE ACCESS TO ALL NEW AND EXISTING ITEMS REQUIRING ACCESS IF HVAC UNIT IS NOT FURNISHED WITH AN OVERFLOW SWITCH IN THE cn o z (VALVES, TRAP PRIMERS, ETC.) INSTALLED BEHIND WALLS, FLOORS OR CEILINGS. CONTRACTOR PRIMARY DRAIN PAN, CONTRACTOR SHALL FURNISH AND INSTALL AN SHALL ALSO VERIFY THAT ALL SUCH ITEMS ARE OPERABLE AND FULLY ACCESSIBLE THROUGH ti INLINE OVERFLOW SWITCH. OVERFLOW SWITCH SHALL BE EITHER A LITTLE Q- - ACCESS PROVIDED. GIANT MODEL #ACS-4 OR #ACS-5. INSTALL PER MANUFACTURER'S Z g(J)I___ INSTRUCTIONS. OVERFLOW SWITCH TO SHUT DOWN UNIT UPON � 12. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. PRIMARY DRAIN - INVERTED 0 E ACTIVATION. COORDINATE POWER REQUIREMENTS WITH OTHER TRADES. �,_„ • L HVAC UNIT PAN DRAIN PIPE TRAP o 13. ANY EXISTING NALL/FLOOR OR CEILING SURFACE THAT IS DAMAGED DURING CONSTRUCTION SHALL HVAC UNIT /- PIPE END OPEN FOR VENT/VACUUM RELIEF. BE REPAIRED TO MATCH NEN AND/OR EXISTING CONDITIONS. ,,,,,-/ END OF OPEN PIPE TO BE HIGHER THAN TOP -" �+/ a' vl OF PRIMARY UNIT DRAIN PAN. 14. GENERAL CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE ALL PLUMBING FIXTURES n j f EQUIPMENT, PIPING, ETC. NOT BEING REUSED OR SERVING ANOTHER SPACE. CAP ALL PIPES BEHINDCONTRACTOR SHALL EXTEND CONDENSATE �rr���rr,,�,,,, FINISHED SURFACES (WALLS, FLOORS, ETC.) AND PATCH SURFACES TO MATCH SURROUNDING AREA. I IwD -_-_1---, ' PIPE TO CODE APPROVED RECEPTOR, Iin PRIMARY TERMINATE WITH AN AIR GAP. \ \ Q) 15. FIELD VERIFY ALL CONDITIONS PRIOR TO BID. REFER TO RESPONSIBILITY SCHEDULE ON SHEET C101 DRAIN PAN \ SLOPE FOR MORE INFORMATION. 'SI OPE- \ THIS DIMENSION IN INCHES MUST BE '•--� SECONDARY DRIP PAN -------I•.- EQUAL TO OR GREATER THAN 1.5 I i 16. GENERAL CONTRACTOR TO INSURE THAT STUDS ARE NOT TO BE CUT OR MODIFIED FOR PLUMBING \- 1 TIMES THE MAXIMUM FAN SUCTION AND ELECTRICAL RUNS. WATER LEVEL DETECTION DEVICE, i- - STATIC PRESSURE IN INCHES WC. ENE AQUAGUARD AG-1100+ OR EQUAL, ) CONTRACTOR SHALL u) 17. COORDINATE ROUTING OF ALL PIPING WITH LANDLORD, EXISTING CONDITIONS AND OTHER TRADES AT LOW POINT OF SECONDARY DRIP DRAIN PIPE TO /- SLOPE _ - - WORK PRIOR TO FABRICATION, PURCHASING OR INSTALLATION. PAN. INSTALL IN AN ACCESSIBLE MATCH DRAIN ( ,� , \ L.yJ EXTEND CONDENSATE LOCATION. DEVICE SHALL TRIGGER OUTLET SIZE, I" MIN. PIPE TO CODE ••� �I 1 APPROVED RECEPTOR, IF WATER LEVEL EXCEEDS 1/2 . -1 TERMINATE WITH AN REMOTE INDICATOR , I, I _ I I 1- \ L AIR GAP. II- SECONDARY DRIP PAN SHALL BE A �_ -,,� Lw l-(___�-j _ CHECK VALVE E MINIMUM OF 6" LARGER THAN HVAC CLEANOUT irLITTLE GIANT SERIES 1 FURNISHED BY UNIT IN EACH DIRECTION AND 2" DEEP. (TYPICAL) - _ #VCMX CONDENSATE PUMP/ MANUFACTURER 0 0- _ SEAL ALL SEAMS WATERTIGHT. H NOTES: NOTES: ^ 0 UPON SENSING WATER, NATER LEVEL DETECTION DEVICE (ND) SHALL 1. ALLON SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAP. IF SITE CONDITIONS PROHIBIT ADEQUATE FALL FOR Z } DE-ENERGIZE THE HVAC UNIT AND SIGNAL ALARM. PROVIDE REMOTE 2. PITCH DRAIN FOR PROPER RUNOFF. GRAVITY DRAIN. CONTRACTOR SHALL FURNISH AND Z CO INDICATOR AS INDICATED ON PLANS, NEAR THERMOSTAT/CONTROL 3. MANUALLY PRIME (FILL WITH WATER TO FORM INITIAL DRAIN INSTALL PUMP AS REQUIRED. USE A SEPARATE PUMP '" ,,,r 0 PANEL, NEXT TO SMOKE DETECTOR TEST/RESET SWITCH, AS SEAL) TRAP BEFORE START-UP. FOR EACH DRAIN LINE THAT DOES NOT GRAVITY DRAIN. +C� LLI Y DIRECTED BY TENANT OR ON CEILING NEAR HVAC UNIT. 4. INSULATE AND SUPPORT DRAIN LINES PER SPECIFICATIONS AND INSTALL PUMP PER MANUFACTURER'S INSTRUCTIONS. U AS REQUIRED TO PREVENT SAG AND CONDENSATE OVERFLOW. COORDINATE POWER REQUIREMENTS WITH OTHER TRADES. M (I) w W � PLUMBING GENERAL NOTES P NOT USED K HVAC UNIT CONDENSATE DRAIN DETAIL N.T.S._ __..i Z j 1. EXTEND SANITARY LINE TO EXISTING LANDLORD SANITARY PIPING AND CONNECT. FIELD VERIFY AND COORDINATE EXACT LOCATION, ELEVATION, SIZE, DIRECTION OF FLOW AND OTHER REQUIREMENTS OF EXISTING SANITARY PIPING PRIOR TO BID. PATCH SLAB TO MATCH SURROUNDING AREA. NEN m m W SANITARY LINE SHALL BE PRESSURE TESTED PER LOCAL CODES WITH A MINIMUM REQUIREMENT OF IWH-1 4 M3.0 1/2" FROM TP HOLDING 10 FT. W.C. FOR TWO HOURS. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS - co FOR MORE INFORMATION. • _ s •_ � �` '� Z 2. EXTEND VENT LINE TO EXISTING LANDLORD VENT PIPING AND CONNECT. FIELD VERIFY AND WHA / 1 COORDINATE EXACT ELEVATION, LOCATION, SIZE AND OTHER REQUIREMENTS OF EXISTING VENT PRIOR 2)''' 2" iii.L IllL_�j ® €11 GENERAL CONTRACTOR FD-1 0 /2" 22 ) I �� SHALL PROVIDE A MAIN 3. EXTEND COLD WATER LINE TO EXISTING LANDLORD COLD WATER PIPING AND CONNECT. FIELD VERIFY ' �., "" i-i/2 WATER SHUT OFF VALVE *�p �r11-- o -1 CO ,��C PRCIR0 AND COORDINATE EXACT LOCATION, SIZE, ELEVATION AND OTHER REQUIREMENTS OF LANDLORD WC-1 I LOCATED AT EYE LEVEL ♦ F �4" ttiGINE a4' WATER LINES PRIOR TO BID. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR MORE I© % 1/2" 1-1/2" IN A WALL BEHIND A `A I�` �,1„ INFORMATION. PROVIDE WATER SHUT-OFF VALVE AT CONNECTION. , WC-1 LABELED ACCESS DOOR. I w 78785PE 7 " FC-1 LOCATE IN OR NEAR 4. IWH-1: GC TO FURNISH AND INSTALL INSTANTANEOUS WATER HEATER. INSTANTANEOUS WATER 1/2 0 3/4" I ,,i EMPLOYEE RETROOM AS HEATER TO BE BELOW SINK. SEE RISER DIAGRAM, PLUMBING FIXTURE SCHEDULE AND DETAIL ON I/2" FROM LAV-I DESIGNATED BY Pr THIS SHEET FOR MORE INFORMATION. - TP TYP) V FD-1 4, 41, LANDLORD. ��� � 5. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. ON L 3/4" 6 „� /'�,�.'f'OV 14 2�0�� REFER TO PLUMBING SPEC IFICATIONS FOR MORE INFORMATION. 4" rrQ :4111146r L 3/4" 2" 3" 1/2" FROM S.6. TP: INSTALL 1/2" NATER PIPE FROM TRAP PRIMER, DOWN IN WALL, THEN UNDER FLOOR TO FLOOR INH-1 4 M3.0TP (TYP) I � � : DRAIN. TRAP PRIMER TO BE LOCATED IN AN ACCESSIBLE LOCATION. a , OM.. 4" 6 -I I 7. WHA: FURNISH AND INSTALL WATER HAMMER ARRESTERS IN THE DOMESTIC COLD AND HOT WATER 0201BTHE ARCHITECT/ENGINEER ASSUMES NO PIPING AS SHOWN ON THE WATER RISER DIAGRAM. WATER HAMMER ARRESTERS TO BE LOCATED IN RESPONSIBILITY OR LIABILITY FOR THE USE OF AN ACCESSIBLE LOCATION. UNITS AS MANUFACTURED BY SIOUX OR PRECISION PLUMBING PRODUCTS GENERAL CONTRACTOR SHALL HO THESE PLANS FOR ANY PROJECT OTHER THAN CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED SPECIFICALLY AUTHORIZED BY THEM AND SIGNED a ARE ACCEPTABLE. PROVIDE A MAIN WATER SHUT SEISMIC AND STRUCTURAL SUPPORTS FOR ALL PLUMBING AND SEALED FOR SUCH SPECIFIC LOCATION IN THE STATE,PROVINCE OR TERRITORY SHOWN ON THE N OFF VALVE LOCATED AT EYE EQUIPMENT, PIPING, ETC. PROVIDE LATERAL SUPPORT AS NORTH SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN LEVEL IN A WALL BEHIND A REQUIRED PER OREGON STRUCTURAL SPEC. CODE 2014 AREAS MEETING THE STATED DESIGN CRITERIA. co LABELED ACCESS DOOR. LOCATE SEISMIC DESIGN CATEGORY D. FIELD VERIFY AND iii N IN OR NEAR EMPLOYEE RETROOM COORDINATE ALL REQUIREMENTS WITH AUTHORITY HAVING SAI # 180069 L\ AS DESIGNATED BY LANDLORD. JURISDICTION. DRAWING NUMBER: N VERIFY ALL CONDITIONS IN FIELD PRIOR TO BIDS. ��/ p Li_i e, PLUMBING CODED NOTES a. N PLUMBING RISER DIAGRAM "'T's' J PLUMBING STACK DIAGRAM N.T.S. E PARTIAL PLUMBING FLOOR PLAN �1�� : ��-°'� A M300 21 05 00 FIRE PROTECTION GENERAL PROVISIONS • 42 20 GAS PIPING 21 05 16 SHOP DRAWINGS 1-I. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A FIRE CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY A. AL ABOVE-GROUND GAS PIPING SIZE 2" AND LARGER SHALL BE SCHEDULE 40 BLACK STEEL ITH PROTECTION SYSTEM, COMPLETE AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY CODE AND A. CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S AND LANDLORD REVIEW SIX 6 COMPLETE THE ENGINEER, LANDLORD AND/OR ARCHITECT. „ ( ) WELlw D JOINTS. ABOVE-GROUND GAS PIPING SIZE I-1/2 AND SMALLER SHALL BE SGHEDU ' 40 p AS SPECIFIED HEREIN. COPIES OF THE CATALOG DATA AND/OR SHOP DRAWINGS FOR THE LISTED ITEMS OF EQUIPMENT AND m I. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE BLACK -TEFL WITH SOCKET WELDED FITTINGS. r - ALL COMPONENTS TO BE USED IN THE WORK, INCLUDING SPECIFIC PERFORMANCE DATA, MATERIAL Z � � B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR EACH DESCRIPTION, RATING, CAPACITY, WORKING PRESSURE, MATERIAL GAUGE OF THICKNESS, BRAND TENANT/CONTRACTOR. B. ABOVE-CRO‘ D LOCATIONS: GAS PIPING MAY BE INSTALLED IN ACCESSIBLE ABOVE-'ROUND CEILING O N ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. NAME, CATALOG NUMBER AND GENERAL TYPE. THE SUBMISSION SHALL BE COMPILED BY GENERAL SPACES (SUB -CT TO THE APPROVAL OF THE AUTHORITY HAVE JURISDICTION), ETHER OR NOT Cn - N CONTRACTOR AND REVIEWED BY ENGINEER BEFORE ANY OF THE EQUIPMENT IS ORDERED. J. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE SPACES. > W N CONTRACT DOCUMENTS. THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THE C. ALL FINISH PAINTING 15 TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTEDENGINEER'SSUCH SPACE AR' USED AS A PLENUM. VALVES SHALL NOT BE LOCATED IN SU SPACES LLI Q No GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, PIPING IN PLENUM ALL BE WELDED. CK ELSEWHERE. GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL I. SPRINKLERS (AS REQUIRED) PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. O CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. 2. VALVES (AS REQUIRED) C. THIS CONTRACTOR MAY UBSTITUTE THREADED FITTINGS I-1/2 AND S •LLER AND WHERE ALLOWED 3. TAMPER SWITCHES (AS REQUIRED) BY LOCAL AUTHORITY HA G JURISDICTION, PIPING IN IN PLENUMS 'ALL BE WELEDED. D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: 4. WATER FLOW SWITCHES (AS REQUIRED) K. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SHALL BEAR THIS CONTRACTOR'S CERTIFICATION THAT THIS CONTRACTOR HAS REVIEWED, CHECKED AND APPROVED THE SHOP 5. HYDRAULIC CALCULATIONS (AS REQUIRED) D. GAS COCK'S 1-1/2" AND SMALL '' SHALL BE ALL BRONZE, SCRE ' D, FLAT HEAD, BRASS PLUG AND I. NATIONAL ELECTRICAL CODE. DRAWINGS THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NEPA qOA. 6. CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM (WHERE REQUIRED). PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THIS CONTRACTOR HAS VERIFIED ALL FIELD WASHER 200 LB. NOG. 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. B. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW SHOP DRAWINGS SHALL BEAR GENERAL MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA, E. PROVIDE LINE SIZE 6" LONG DIRT LEG *ND GAS COCK A ALL EQUIPMENT CONNECTIONS. 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. GENERAL CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP 5. STATE MECHANICAL CODE. CONTRACTOR'S CERTIFICATION THAT THEY HAVE REVIEWED, CHECKED AND APPROVED THE SHOP DRAWINGS AS RECOMMENDED BY THIS CONTRACTOR AND THE GENERAL CONTRACTOR'S GUARANTEE 6. STATE BUILDING CODE DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE WILL FULLY APPLY. F. ALL EQUIPMENT SHALL SHALL BE CONNECT' * WITH c GID PIPING AS SPECIFIED ABOVE, FLEXIBLE 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THEY HAVE VERIFIED ALL FIELD CONNECTORS ARE NOT ACCEPTABLE. MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBER AND FIELD 8. LOCAL BUILDING CODE REQUIREMENTS. L. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND E E MEASUREMENTS AND SIMILAR DATA. GENERAL CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK G. PROVIDE UNION AT ALL EQUIPMENT CONNECTI�+ 5. o o GI. BUILDING INSURING AGENCY REQUIREMENTS. REPRESENTED BY THE SHOP DRAWINGS IS RECOMMENDED BY THIS CONTRACTOR AND THE GENERAL ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS q Y 10. STATE PLUMBING CODE. .GUARANTEE WILL FULLY APPLY. AS MAY AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OF A BID AUTOMATICALLY 22 53 00 ELECTRIC WATER HEATER L 8 11. NFPA. IMPLIES THAT THIS EXAMINATION OF SITE HAS BEEN DONE. UE. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL C. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND M. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD AFFECT A. FURNISH AND INSTALL ELECTRIC W• ER NEATER AND AGCE -DRIES, AS INDICATED ON THE 922BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS THE WORK. ALL DISCREPANCIES SHALL THEN BE REPORTED PRIOR TO THE BID AWARD, DRAWINGS. ( �' AS THEY MAY AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OF A BID0 o 3 F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND AUTOMATICALLY IMPLIES THAT THIS EXAMINATION OF THE SITE HAS BEEN DONE. N. WITHIN q0 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL B. TANK TYPE ELECTRIC WATE.= HEATER WITH GLASS-LINED TANK RA' DAT 150 PSI WORKING • PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE PRESSURE, MAGNESIUM A►•DE PROTECTION, BRONZE DRAIN VALVE, H TEMPERATURE CUT-OFF AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND 21 05 19 TESTS AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL SWITCH AND IMMERSIO HERMOSTAT. OTHER EXPENSES IN CONNECTION THEREWITH. CONFIGURATION OF DISTRIBUTION SYSTEM INCLUDING SIZES. A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING OF SPRINKLER PIPING PER NFPA. C. FURNISH AND INST• L A WATTS NO. LFN36 OR EQUAL, 3/4" VACUUM RELIEF • •LVE ON THE COLD G. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE O. ANY REFERENCE TO TENANT OR TENANT CONSTRUCTION MANAGER, OR FURNISHED BY ANY OF THE WATER SUPPLY NE TO THE WATER HEATER. INSTALL VACUUM RELIEF VALVE - R MANUFACTURERS CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY B. TEST SPRINKLER PIPING WITH A HYDROSTATIC TEST AT 200 PSI FOR 2 HOURS WITH NO VISIBLE ABOVE, REFERS TO LOVESAC. RECOMMENDA ONS. ti) THE ENGINEER, LANDLORD AND/OR ARCHITECT. LEAKAGE. .y. P. REFER TO RESPONSIBILITY SCHEDULE ON SHEET 0101 FOR INFORMATION IN REGARD TO D. FURNISH = D INSTALL A WATTS NO. LFIOL OR EQUAL, 3/4" TEMPERATURE AND PRESS►-E RELIEF o H, CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE G. TEST ALARMS, FLOW SWITCHES, AND TAMPERPROOF SWITCHES AND ADJUST AS NECESSARY. RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. VALV .ND EXTEND DISCHARGE PIPE, FULL SIZE, TO WITHIN 6" ABOVE THE MOP SINK O' FLOOR v ENGINEER'S CONTRACT DOCUMENTS. THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THE DR• 1. 2 _ GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, D. GENERAL CONTRACTOR AND LANDLORD SHALL SIGN CERTIFICATES, INDICATING WITNESSING OF ALL Q. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS O PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. TESTS REQUIRED BY NFPA-I3 FOR ABOVE GROUND PIPING. E. -ROVIDE AMTROL EXPANSION TANK AS SIZED ON THE DRAWINGS. EQUAL PRODUCTS BY BELL A I. 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE GOSSETT OR ADAMSON MAY BE PROVIDED AT THE CONTRACTOR'S OPTION. W c CO I. PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS E. REPAIR ANY LEAKING JOINTS AND REPAIR ANY DAMAGE TO THE FACILITY THAT THE LEAK MAY HAVE SPECIFICATIONS THE EXACT EQUIPMENT SHALL BE USED. THE USE OF ANY UNAUTHORIZED U '° CREATED. CLEAN, PAINT, OR REPLACE ANY DAMAGED COVERINGS AS REQUIRED TO MEET THE EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THIS CONTRACTOR'S 22 53 01 POINT OF USE WATER HEATER z AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING LANDLORD'S APPROVAL. EXPENSE. TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. 2. THIS CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT CONSTRUCTION A. HOUSING: UL LISTED, 150 LB. W.P., PLASTIC WITH CRITICAL METAL PARTS OF STAINLESS STEEL, C a F. NOTIFY THE LANDLORD IN WRITING FOR ANY SCHEDULING OF ANY TESTS OR DOWNTIME OF THE MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW '- `A J. WITHIN q0 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL COPPER, BRASS AND SILVER. HIGH TEMPERATURE LIMIT SWITCH, ANTI-SIPHON, BUILT-IN FLOW N T v INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE EXISTING SPRINKLER SYSTEM. FOUR (4) WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING CONTROL, WALL HANGER. M 4) ai .1 AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT. DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF �(75 21 05 25 SUPPORTS, ANCHORS, AND SEALS THE CONTRACTOR AND THE SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND B. HEATING ELEMENTS: FLOW SWITCH ACTIVATED HIGH WATT DENSITY NICKEL/CHROMIUM, (Wel c a K. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND W cc _ ABOVE REFERS TO LOVESAC. A. UL LISTED HANGERS, BEAM CLAMPS, HANGER RODS, PIPE ATTACHMENTS, AND PIPE SLEEVES SHALL SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. C. PROVIDE FLOW CONTROL AERATOR IF NOT PROVIDED WITH WATER HEATER. 0 BE PER SP-58, EQUAL MANUFACTURERS TO BE SIMPLEX GRINNELL, B-LINE, OR MICHIGAN HANGERS. UO L. REFER TO RESPONSIBILITY SCHEDULE ON SHEET C101 FOR INFORMATION IN REGARD TO R. DEMOLITION D. MAKE ALL PIPING CONNECTIONS TO ELECTRIC WATER HEATER AND INSTALL A BALL VALVE ON INLET E Lo RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. B. ALL HANGER ASSEMBLIES SHALL BE UL AND FM APPROVED. LINE. Cl)om0 "ten 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF E § il M. DEMOLITION C. HANGER SPACING SHALL MEET NFPA-13 MINIMUM REQUIREMENTS. EXISTING WORK. FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE E. INSTALL HEATER PER MANUFACTURER'S RECOMMENDATIONS. 0 LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. -C 0 Z'o 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF 21 05 26 INTERIOR PIPE TUBE AND FITTINGS AND SPRINKLER HEADS F. COORDINATE INSTALLATION WITH LAVATORY OR SINK AND ITS ROUGH-IN. C/) ti EXISTING WORK. FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE S. WARRANTY AND GUARANTEE LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. A. SPRINKLER HEADS: G. GENERAL CONTRACTOR SHALL WIRE POINT-OF-USE WATER HEATER. 1. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS N. WARRANTY AND GUARANTEE 1. ALL SPRINKLER HEADS SHALL BE NEW, QUICK RESPONSE, U.L. LISTED, F.M. LISTED AND CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY H. BASIS OF DESIGN: CHRONOMITE LABORATORIES, INC. EQUALS BY HOT AQUA OR EEMAX. APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY STAR, RELIABLE, DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE I. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS SIMPLEX-GRINNELL, VIKING, OR CENTRAL SPRINKLER CO. OF CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND 22 57 00 PLUMBING FIXTURES AND EQUIPMENT CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165'F UNLESS INDICATED OTHERWISE ON MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT. THE GENERAL DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE DRAWINGS OR REQUIRED BY LOCAL CODES. CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING A. VALVES TO BE A5 FOLLOWS: Lii 1 1 Q OF CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND 3. "SALES" AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE AND INSTALLATION TECHNIQUES WITH MANUFACTURER(S) IN ORDER TO MAINTAIN MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT. THE GENERAL WITH WHITE COVER PLATE TO MATCH CEILING. MANUFACTURER'S WARRANTY. I. 125 LB. S.N.P. BALL AND CHECK VALVES: W 11 CONTRACTOR 15 RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING 4. "NON-SALES" AREA SPRINKLER HEADS ARE TO BE FULLY CONGEALED ADJUSTABLE SCREW TYPE 2. FULL PORT BALL VALVES (2-1/2" AND SMALLER) - ALL BRONZE, TEFLON STEM SEALS AND 0 �'" AND INSTALLATION TECHNIQUES W '�"�. WITH MANUFACTURER(S) IN ORDER TO MAINTAIN WITH WHITE COVER PLATE TO MATCH CEILING. 22 06 00 PLUMBING BASIC MATERIALS AND METHODS SEAT, 1/4 TURN SHUT-OFF, VINYL COVERED HANDLES. Cr CO MANUFACTURER'S WARRANTY. 5. "NON-SALES" NO CEILING SPRINKLER HEADS ARE TO BE CHROME UPRIGHT, ADJUSTABLE SCREW 3. CHECK (2-1/2" AND SMALLER) - ALL BRONZE, SCREWED, HORIZONTAL SWING CHECK WITH Cl) N TYPE. A. PROVIDE AND ERECT THE FOLLOWING PIPING AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED. BRONZE DISC. CV 21 05 13 COMMON WORK RESULTS FOR FIRE SUPPRESSION 6. "MALL BULKHEAD" AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE TO MATCH CEILING. 1. SANITARY BUILDING DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. B. VALVES SHALL BE MILWAUKEE VALVE. EQUAL PRODUCTS BY CRANE OR NIBCO MAY BE FURNISHED AT Z A. MODIFY THE EXISTING SPRINKLER SYSTEM AND FURNISH ALL MATERIALS, LABOR, TOOLS, 2. SCHEDULE 40 PVC PIPING CAN BE USED FOR SANITARY WASTE AND VENT PIPING WHERE LOCAL THE CONTRACTOR'S OPTION. /°/'� 0 Cr) CS) ADMINISTRATION, TRANSPORTATION, INCIDENTALS AND APPURTENANCES WHICH ARE REQUIRED TO B. PIPING: CODE ALLOWS AND WITH APPROVAL FROM LANDLORD. PVC NOT ALLOWED IN RETURN AiR V•/ O f COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS OF WORK CALLED FOR PLENUM. C. UNIONS TO BE AS FOLLOWS: ;"9 �-HEREIN OR SHOWN ON THE ACCOMPANYING DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CONNECTING 1. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, 3. DOMESTIC HOT AND COLD WATER USE TYPE "L" HARD COPPER PIPE.TO THE LANDLORD'S FIRE ALARM SYSTEM. COORDINATE WITH LANDLORD'S APPROVED FIRE ALARM ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. 1. UNIONS FOR COPPER PIPE TO BE 150 LB., ALL BRONZE, SOLDER END TYPE BY CHASE. EQUAL O AND SPRINKLER CONTRACTORS. 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. B. THIS CONTRACTOR IS TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE PRODUCTS BY NOG°, ELKHART OR MUELLER MAY BE FURNISHED AT THE CONTRACTOR'S W Q SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES LARGER THAN 2 INCHES. PIPES ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, ASSUMING ALL OPTION. 1 1 o U Z B FIREUDE ANY PROTECTIMON0R ITEMS 5Y5TEM. OF WORK NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIVE 3. GALVAINCHESNIZED OR AND SMALLER.HK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 RESPONSIBILITY SED©PROVIDING SUP ORT AND PROPER ALLOHE WANCES SHALL ERECTION FTHE BE MADENFOR EXPANSION.SPECIAL CARE SHALL BE 2. DIELECTRIC SCONTACTNAND S�ALLUS AB� MANUFACTURED BY COPPER SHALL BE INSULATED EQUAL PRODUCTS BY �"1"� � Q 4. MECHANICAL COUPLINGS AS MANUFACTURED BY VICTAULIC OR EQUAL ARE ACCEPTABLE, WHERE ZURN. �../ ` J C. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HAZARD CLASSIFICATION, APPROVED BY CODE AND THE LANDLORD. C. ALL PIPE LINES MUST BE PROVIDED WITH A SUFFICIENT NUMBER OF FITTINGS OR UNIONS TO MAKE Z > CD E- AS WELL AS, THE QUANTITY, SPACING, AND PROTECTED AREA LIMITATION OF SPRINKLER HEADS. 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS. POSSIBLE DISASSEMBLY WITHOUT BREAKAGE OF FITTINGS. D. WATER CLOSETS, URINALS AND LAVATORIES SHALL BE VITREOUS CHINA BY AMERICAN STANDARD AS N CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR CONFIRMING HIS DETERMINATION WITH THE FURNISHED AND INSTALLED BY CONTRACTOR. INSTALL PER ADA REQUIREMENTS. 0 111•111•1•111 • LL LANDLORD'S INSURING AGENCY AND THE LOCAL FIRE AUTHORITY HAVING JURISDICTION OVER THE C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" D. ALL EXPOSED PIPING SHALL BE NEAT AND CAREFULLY ALIGNED WITH THE STRUCTURAL ELEMENTS I �r,�,• 0 PROJECT. AREAS. COMPLY WITH LANDLORD'S DESIGN CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA OF THE BUILDING. NO OFFSETS OR OBLIQUE BENDS WILL BE PERMITTED. DRAWINGS ARE 22 57 13 INSULATION 1J Cl') O. ORDINARY HAZARD. DIAGRAMMATIC AND SHOULD NOT BE USED FOR LAYOUT WORK. V J u) D. WHERE APPLICABLE, LOCATE SPRINKLER HEADS IN CENTER OF CEILING TILE, USE ARMOVER ON ALL A. PIPE INSULATION AND APPURTENANCES AND COVERINGS ON PIPES USED IN CHASES, SHAFTS OR �""� It) SPRINKLER BRANCH LINES TO ACCOMPLISH EXACT LOCATION OF HEAD. D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER E. ALL LOW POINTS IN WATER PIPING TO HAVE DRAIN VALVES WITH STANDARD HOSE ATTACHMENTS. OTHER CONCEALED SPACES IN TYPES 1 AND 2 CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING 00 TRADES. HOT AND COLD WATER PIPING IS TO PITCH TOWARD THE NEAREST DRAIN VALVE. NOT EXCEEDING TWENTY-FIVE (25) AND IN TYPE 3 AND 4 CONSTRUCTION NOT EXCEEDING In E. PROVIDE AN NFPA-13 APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN BUILDING. SYSTEM SHALL SEVENTY-FIVE (75) AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY (50). BE APPROVED BY THE LOCAL AND STATE FIRE MARSHAL'S OFFICE. E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEW REQUIREMENTS OF F. ALL PIPES TO 13E INSTALLED SHALL BE LOCATED AT SUFFICIENT DISTANCE FROM WALLS, OTHER CD THIS DESIGN. PIPES, CONDUIT, DUCTWORK AND OTHER OBSTACLES TO AVOID INTERFERENCE AND TO PERMIT THE B. INSULATION SHALL BE JOHNS MANVILLE MICRO-LOK HP FIBERGLASS WITH FACTORY APPLIED ALL F. THE INSTALLING CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THE INSTALLATION OF APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. SERVICE JACKET WITH SELF-SEALING TAPE. INSULATION SHALL LIMIT HEAT LOSS TO 25 AUTOMATIC SPRINKLER SYSTEMS IN THIS STATE. F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE BTU/1-IR./SQ.FT. OF PIPE SURFACE WITH 55 DEGREES AMBIENT, AND SHALL BE 1/2" THICK ON COLD r/"'� SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE LANDLORD, LOCAL INSPECTOR, OR G. MECHANICAL JOINT TYPE PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WATER PIPING AND 1" THICK ON HOT WATER PIPING. APPLY INSULATION ALL THE WAY TO POINT OF vv)) G. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ANY INSPECTION FEES, CHARGES, AND ANY OTHER INSURANCE CARRIER. CONNECTION AT EACH PIECE OF EQUIPMENT INCLUDING HOT WATER HEATER. Z GOVERNMENTAL FEES APPLICABLE. H. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO C. EXPOSED PIPE FITTINGS, ELBOWS AND VALVES SHALL BE INSULATED WITH ZESTON INSULATION AND 0 H. THIS CONTRACTOR SHALL FILE ALL NECESSARY DRAWINGS, SPECIFICATIONS, CONTRACTOR'S EQUIPMENT INSTALLED. ALL REPAIRS OR REPLACEMENT OF DAMAGES SHALL BE BY THIS RETAIN THEIR FIRE RATING. HAVE FACTORY PREMOLDED PVC COVERS. BUTT THE JOINTS TOGETHER AND WRAP WITH 3" WIDE MATERIAL AND TEST CERTIFICATES. CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. STRIP TAPE. 22 13 16 HOT AND COLD WATER, SANITARY WASTE AND VENT PIPING I. THIS CONTRACTOR SHALL OBTAIN A CERTIFICATE OF INSPECTION AND APPROVAL AND SUBMIT TO H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" D. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION HAS PROGRESSED THE ARCHITECT PRIOR TO THE REQUEST FOR FINAL PAYMENT. SHALL BE FURNISHED TO THE LANDLORD, AND AUTHORITIES HAVING JURISDICTION. A. BUILDING DRAIN, SOIL, WASTE AND VENT LINES SHALL BE SERVICE WEIGHT CAST IRON HUBLESS SUFFICIENTLY TO INSURE AGAINST PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION. ALL Ax PIPE WITH TYPE 304 STAINLESS STEEL CLAMPS AT COUPLINGS. SCHEDULE 40 PVC MAY BE USED INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED BY THIS W 0 J. THIS CONTRACTOR SHALL PROVIDE ALL PRODUCTS AND LABOR REQUIRED TO COMPLETE THE 21 05 30 SPRINKLER PIPING SPECIALTIES FOR SANITARY WASTE AND VENT PIPING WHERE ALLOWED BY LOCAL CODE AND WITH APPROVAL OF CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. INSTALLATION OF ALL FIRE PROTECTION SPRINKLER SYSTEMS. LANDLORD. PVC NOT ALLOWED IN RETURN AIR PLENUM. Z rL . A. PROVIDE ALL NECESSARY DRAINS. COORDINATE THE EXACT LOCATION WITH THE ARCHITECT AND E. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 1•'�'� K. FIRE PROTECTION PIPING AND EQUIPMENT LAYOUT SHALL BE COORDINATED WITH ALL EQUIPMENT, LANDLORD PRIOR TO ANY INSTALLATION. B. VENT STACKS SHALL EXTEND THROUGH THE BUILDING, TERMINATING 12" ABOVE THE ROOF. -I BOTH KNOWN AND UNKNOWN, AND EQUIPMENT INCLUDED UNDER OTHER DIVISIONS OF THE STANDARD FLASHING SHALL BE EXTENDED 12" IN ALL DIRECTIONS FROM THE VENT TERMINAL AND F. INSTALL INSULATION OVER ALL LANDLORD PIPING WITHIN DEMISED PREMISES. O 0 SPECIFICATIONS. B. THIS CONTRACTOR IS TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE TURNED DOWN INTO VENT. FLASHING UNITS AS MADE BY STONEMAN CAULK TYPE NO. 51110-4 MAY BE CO Q PIPES, DUCTS AND EQUIPMENT ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, USED IN LIEU OF FIELD FABRICATED FLASHING. G. INSULATION SHALL NOT BE APPLIED OVER FLANGES, JOINTS AND SEAMS IN PIPING. CONTINUE L. ALL FIRE PROTECTION PIPING SHALL BE INSTALLED AS CONCEALED WORK, WHERE APPLICABLE. ASSUING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. INSULATION TO POINT OF CONNECTION AT EQUIPMENT OR FIXTURE. W C. HORIZONTAL RUNS SHALL BE GIVEN AS STEEP A PITCH TOWARD THE OUTLET AS CONDITIONS WILL M. THE ARCHITECT RESERVES THE RIGHT TO CHANGE THE LOCATION OF ANY SPRINKLER HEAD DURING 22 05 00 PLUMBING GENERAL PROVISIONS PERMIT BUT NOT LESS THAN I/8" PER FOOT. H. INSULATION SHALL BE JOHNS MANVILLE. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, 1 1 U) W THE SUBMITTAL PROCESS EVEN IF THE MOVE SHOULD REQUIRE ADDITIONAL HEADS. OWENS-CORNING OR KHALIF MAY BE FURNISHED AT THE CONTRACTOR'SLJJ OPTION. = A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A D. FULL "Y" BRANCH FITTINGS AND EXTENSION WITH BRASS NIPPLES AND FINISHED SCREW PLUGS FOR0 N. FILL ANNULAR SPACE BETWEEN SLEEVE AND PIPE OR INSULATION ON ALL PENETRATIONS THROUGH PLUMBING SYSTEM COMPLETE AS INDICATED ON THE DRAWINGS AND AS REQUIRED BY CODE AND AS CLEANOUTS SHALL BE PLACED IN ACCESSIBLE POSITIONS AT ENDS OF HORIZONTAL LINES OF PIPE 22 58 00 PLUMBING SYSTEM TESTING I- �►n �../ FIRE RATED WALLS. FIRESTOPPING MATERIALS SHALL BE UL CLASSIFIED AND MEET THE SPECIFIED HEREIN. AND AT FOOT OF ALL VERTICAL LINES OF PIPE OR ELSEWHERE, AS MAY BE REQUIRED BY THE O z REQUIREMENTS OF ASTM. THE METHOD OF INSULATION SHALL CONFORM TO UL FIRE RESISTANCE CODE. A. SYSTEM TESTING SHALL PROVIDE FOR THE FOLLOWING: DIRECTORY. B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED 15 TO PROVIDE POWER WIRING FOR EACHit ewe= O. CEILING GRID SYSTEMS SHALL NOT BE USED TO SUPPORT FIRE PROTECTION ITEMS, PIPING, OR ANY ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. E. WHERE CLEANOUTS OCCUR IN FINISHED AREAS, THEY SHALL BE RECESSED AND COVERS TO BE 1. TEST NEW INTERIOR DOMESTIC WATER SYSTEM. OTHER EQUIPMENT. EACH UTILITY AND THE CEILING GRID SYSTEM SHALL BE A SEPARATE FLUSH WITH THE FLOOR OR WALL. 2. TEST ALL SOIL, WASTE, AND VENT PIPING. CO INSTALLATION AND EACH SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED 3. FURNISH ALL PUMPS FOR AIR AND WATER PRESSURE TESTS ALONG WITH GAUGES AND ANY WHERE INTERFERENCE OCCURS, IN ORDER TO SUPPORT EQUIPMENT OR CEILING GRID SYSTEM, THIS ELSEWHERE. GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL F. HOT AND COLD WATER PIPING, ABOVE GROUND, SHALL BE TYPE "L" HARD COPPER TUBE WITH OTHER REQUIRED TEST EQUIPMENT. m CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL NOT BE LOCATED CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. SOLDER FITTINGS. EXPOSED PIPING SHALL BE CHROME PLATED BRASS. WHERE THEY INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, LIGHT FIXTURES, AND OTHER B. UNDERGROUND LINES TO BE TESTED BEFORE CONCEALED. THIS CONTRACTOR SHALL REPAIR ANY MECHANICAL OR ELECTRICAL ITEMS. D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: G. ALL COPPER TUBING SHALL HAVE SWEAT JOINTS AND BE CLEAN OF SCALE AND FOREIGN MATTER LEAKS AND ALL DAMAGE RESULTING THEREFROM. BEFORE INSTALLATION. ALL ENDS OF TUBING TO BE SWEATED SHALL BE REAMED, CLEANED AND 1. NATIONAL ELECTRICAL CODE. BURNISHED TO REMOVE DIRT AND OXIDE. HARD q5-5 SOLDER SHALL BE USED AND APPLIED TO THE 1. CHANGES IN AMBIENT TEMPERATURE WILL BE TAKEN INTO ACCOUNT WHEN TESTING 0 P. INSTALL ALL SPRINKLER HEADS IN ROOMS IN AN ESTHETIC MANNER. SPRINKLER ARRANGEMENT 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA qOA. JOINTS ACCORDING TO STANDARD PRACTICE AND/OR MANUFACTURER'S RECOMMENDATIONS. SUITABLE UNDERGROUND PIPING, 1-1OWEVER, THE VARIOUS SYSTEMS SHALL BE THOROUGHLY INSPECTED SHALL BE PARALLEL AND PERPENDICULAR TO THE BUILDING WALLS. COORDINATE WITH ARCHITECT 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. ADAPTERS SHALL BE USED AT CONNECTION TO EQUIPMENT. FOR LEAKS BEFORE HYDROSTATIC PRESSURE TESTS ARE CONCLUDED. PRO AND TENANT. R 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. 2. INTERIOR WATER PIPING: HYDROSTATIC TEST AT 125 PSI ANNA PROCEDURES. C+fp"¢ 0 OSE F8 Q. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH S. STATE MECHANICAL CODE. H. EACH HOT AND COLD WATER BRANCH SHALL BE PROVIDED WITH A GATE VALVE SHUT-OFF AND EACH 3. SOIL, WASTE, AND VENT PIPING SHALL BE WATER AND SMOKE OR AIR TIGHT (STATE PLUMBING °.r+ f.* 4R `pip 6. STATE BUILDING CODE. FIXTURE SHALL BE PROVIDED WITH A STOP VALVE. CODE). d y WOULD AFFECT THE WORK. ALL DISCREPANCIES SHALL THEN BE REPORTED TO THE LANDLORD'S 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. �� 78785PE r TENANT COORDINATOR PRIOR TO THE BID AWARD. 5. LOCAL BUILDING CODE REQUIREMENTS. 22 41 16 STERILIZATION C. MEASURE LEAKAGE BY METERING WATER REQUIRED TO MAINTAIN LINE PRESSURE. REMOVE AIR J R. INSTALLATION WILL NOT BE CONSIDERED COMPLETE UNLESS AND UNTIL WRITTEN ACCEPTANCE IS q. BUILDING INSURING AGENCY REQUIREMENTS. BEFORE TESTING. / RECEIVED FROM THE STATE FIRE MARSHAL AND THE LANDLORD'S INSURING AGENCY. 10. STATE PLUMBING CODE. A. STERILIZE NEW DOMESTIC WATERLINES AFTER INSTALLATION. ,, II. NFPA. D. REPAIR ANY LEAKING JOINTS AND DEMONSTRATE ACCEPTABLE LEAKAGE TO SATISFACTION OF ,• ORE B. FURNISH A CERTIFICATE OF STERILIZATION AND APPROVAL FOR HUMAN CONSUMPTION TO BE SIGNED TENANT'S REPRESENTATIVE AND APPROVING AUTHORITY. FLUSH ALL PIPING BEFORE PLACING INTO 2--"..- , �0k q 20 k, S. GENERAL RECORDING©ANYAINSTALLATIONMAINTAIN DEVIATIONS FROM THE CONTRACT DRAWINGS.TO BE USED STRICTLY FOR E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, REGULARLY EMPLOYED BY THE TESTING OPERATION. �RQMYT.PEQ`��ZS� BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. LABORATORY. CERTIFICATE MUST BE GIVEN TO THE ENGINEER AND TENANT BEFORE FINAL PAYMENT Gi T. GENERAL CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN-UP AND REMOVAL OF FIRE PROTECTION WILL BE MADE. EXPiftA ICS DATE:j,�i}3i lb1 DEBRIS FROM THE SITE WEEKLY. THE PREMISES SHALL BE KEPT IN A NEAT AND ORDERLY F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND t CONDITION. PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS C. STERILIZATION SHALL BE BY MEANS OF CHLORINE INJECTED INTO THE WATER SYSTEM NEAR THE AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND SOURCE AND OUTLETS THROUGHOUT THE SYSTEM SHALL BE TESTED TO PROVE PRESENCE OF 02018 THE ARCHITECT/ENGINEER ASSUMES NO OTHER EXPENSES IN CONNECTION THEREWITH. MINIMUM REQUIREMENTS. LEAVE CHLORINE IN FOR 24 HOURS AND FLUSH OUT SYSTEM UPON RESPONSIBILITY ORUABIUTYFOR THE USE OF U. GENERAL CONTRACTOR SHALL REVIEW AND FOLLOW ALL LANDLORD REQUIREMENTS. THE SUBMITTING COMPLETION OF WORK. SEND DOCUMENTATION ON OFFICIAL LETTERHEAD OF TESTING LABORATORY SPECIFICALALYAUTORANY ROJECTBY MAND SIGNED THA BID PRICE AUTOMATICALLYDINOIMPLIES THAT ADVANCEE REQUIREMENTS HAVE BEEN REVIEWED AND ARE IN G. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL TO TENANT AND ENGINEER AFTER STERILIZATION. ANDSEALEDFORCSUCHSPECIFICLOCATIONINTHE THE BID AND INFORM LANDLORD IN OF ANY DOWN TIME. STATE,PROVINCE OR TERRITORY SHOWN ON THE 3AND OTHER CONDITIONS. DESIGN OF SYSTEM MAY NOT HE CHANGED. ONLY EXACT LOCATION OF SEAL.THIS BUILDING USE IS ONLYAPPLCABLE IN to ! PIPING AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID IN COORDINATION D. STERILIZATION SHALL BE PERFORMED UNDER THE IMMEDIATE SUPERVISION OFA WATER TESTING AREAS MEETING THE STATED DESIGN CRITERIA. V. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED co WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO WITH WORK OF OTHER CONTRACTORS. LABORATORY REGULARLY ENGAGED IN THE SERVICE AND SHALL BE DONE ACCORDING TO THEIR SAI # 180069 ocv RETAIN THEIR FIRE RATING. INSTRUCTIONS. N E. PROVIDE CERTIFICATE OF STERILIZATION IN FINAL CLOSE OUT PACKAGE TO BE DELIVERED TO DRAWING NUMBER: a TENANT PROJECT MANAGER. Lu 1- 0 FIRE PROTECTION AND PLUMBING SPECIFICATIONS A M400 23 05 00 GENERAL PROVISIONS FOR HVAC 23 05 01 HVAC BASIC MATERIALS AND METHOD 23 31 13 HVAC AIR DISTRIBUTION AND RETURN SYSTEMS 3 74 13 CHILLED WATER AIR HANDLER UNIT A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A A. THIS CONTRACTOR IS TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE A. PROVIDE AND INSTALL DUCTWORK AND PLENUMS OF SIZE AND LOCATION AS SHOWN ON DRAWINGS. A CONSTRUCTION: STEEL CABINET, FILTERS, AND CONTROLS. HEATING, VENTILATING, AIR CONDITIONING SYSTEM, COMPLETE AS INDICATED ON THE DRAWINGS, AS PIPES, DUCTS AND EQUIPMENT ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, ALL DUCTS FOR AIR VELOCITIES LESS THAN 2000 FPM AND STATIC PRESSURE IN DUCT 2" OR LESS p REQUIRED BY CODE AND AS SPECIFIED HEREIN. ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL. THE GAUGE OF STEEL USED IN ALL DUCTS 5. BLOWER: BLOWER TO BE DIRECT DRIVE CENTRIFUGAL, DYNAMICALLY BALANCED, MULTI-BLADE, e/i L.L! SHALL BE AS FOLLOWS: ORWARD CURVED, CLASS 1. ZO U O TS B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR EACH B. IN THE ERECTION OF THE DUCTWORK, SPECIAL CARE SHALL BE USED PROVIDING SUPPORT. U) (Ni ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. I. WHERE GREATER RECTANGULAR DIMENSION IS 12" OR LESS USE 26 GAUGE. C. C•�NTROLS: N C. ALL DUCTWORK SHALL BE PLACED SO AS TO AVOID INTERFERENCE WITH PLUMBING PIPES, ELECTRIC 2, WHERE GREATER RECTANGULAR DIMENSION IS FROM 12" THROUGH 30" USE 24 GAUGE. w w C. ALL FINISH PAINTING 15 TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED CONDUITS OR PIPES OF OTHER CONTRACTORS. 3. WHERE GREATER RECTANGULAR DIMENSION IS FROM 31" THROUGH 54" USE 22 GAUGE. 1. CONTROLS - FACTORY INSTALLED AND WIRED. FAN ON-OFF CONTROL, MANUAL RESET HRH ELSEWHERE. GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL 4. WHERE GREATER RECTANGULAR DIMENSION IS FROM 55" THROUGH 84" USE 20 GAUGE. LIMIT RESET. 0 CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. D. ALL DUCTWORK MUST BE PROVIDED WITH SUFFICIENT DISTANCE FROM WALLS, PIPES AND OTHER 2. INDOOR FAN RELAY - FACTORY INSTALLED. OBSTACLES TO PERMIT THE APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. B. TRANSVERSE JOINTS AND BRACING TO CONFORM TO "HVAC DUCT CONSTRUCTION STANDARDS - 3. 'ROVIDE AUXILIARY CONTACTS FOR REQUIRED INTERLOCKS. D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: METAL AND FLEXIBLE" (CURRENT SMACNA). E. THIS CONTRACTOR SHALL PERFORM AN ACCURATE AND COMPLETE BALANCE OF AIR SYSTEMS AS D. LIFTIN AND PLACING OF UNITS SHALL BE BY GENERAL CONTRACTOR. I. NATIONAL ELECTRICAL CODE. PART OF THIS CONTRACT, WHICH SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE WORK C. ALL DUCTS SHALL BE RIGID AND SHALL BE CROSS-BROKEN, PROPERLY STIFFENED WITH SUITABLE 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 10A. OF THIS CONTRACT. AIR BALANCE SHALL BE SUBCONTRACTED TO A CERTIFIED MEMBER OFBRACES, TOES, OR ANGLES TO KEEP THEM TRUE TO SHAPE AND PREVENT BUCKLING. ALL VERTICAL E. INSTALL TRAPPED DRAIN LINE FROM DRAIN PANS TO NEAREST FLOOR DRAIN OR MOP SI . 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. ASSOCIATED AiR BALANCE COUNCIL. DUCTS SHALL BE OF STRONG ENOUGH CONSTRUCTION TO CARRY 100 LBS. SUSPENDED LOAD FROM 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. HANGERS WITHOUT BUCKLING. SOLDER ALL JOINTS WHERE NECESSARY TO INSURE TIGHT WORK. F. MOUNT AN. WIRE UNIT CONTROLS. 5. STATE MECHANICAL CODE. F. VIBRATION ISOLATION DEVICES SEAMS OF ALL DUCTS AND JOINTS SHALL BE HAMMERED TO A SMOOTH SURFACE ON THE INSIDE. 6. STATE BUILDING CODE G. MOUNT WA R PIPING ON PIPE SUPPORTS NEATLY RACKED. SEAL WALL PENETRATION' AIR AND 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. 1. VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED WITH SUPPORTS BETWEEN D. CONSTRUCTION INCLUDING HANGERS AND SUPPORTING SYSTEMS OF ALL DUCTWORK SHALL ALSO BE WATER TIGH' . E 8. LOCAL BUILDING CODE REQUIREMENTS. VIBRATING EQUIPMENT AND THE STRUCTURE (FANS, AIR HANDLERS, ETC.) BY THIS IN ACCORDANCE WITH "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" (CURRENT 0 o0 GI. BUILDING INSURING AGENCY REQUIREMENTS. CONTRACTOR. H. GENERAL CON RACTOR TO MAKE POWER CONNECTIONS TO UNITS. .x .. 10. STATE PLUMBING CODE. 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING SMACNA). 8 8 II. NFPA, DEVICES, VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH 1. GENERAL CONT"ACTOR IS RESPONSIBLE FOR INSTALLING ALL CONTROLS, CONTRO WIRING AND TO E. FLEXIBLE CONNECTIONS SHALL BE INSTALLED ON THE OUTLET AND INTAKE OF AIR HANDLING UNITS UE E HOUSED SPRING MOUNT DEVICES. MAKE OPERATIO AL. LD E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES, ADJUST AND FANS. THESE CONNECTIONS SHALL BE AT LEAST 6" LONG, MADE OF NFPA 90A APPROVED N N BE OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR. FOR PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. FLAMEPROOF FABRIC. J. AIR HANDLING UN T SHALL BE CARRIER AS FURNISHED BY AND INSTALLED BY •NTRACTOR. UPON o 3 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE T0 F. FURNISH AND INSTALL VOLUME CONTROLLER AND EXTRACTOR AT ALL BRANCH TAKEOFFS IN SUPPLY DELIVERY OF UNI ., CONTRACTOR SHALL VERIFY ALL EQUIPMENT IS AS SPECIF ED ON DRAWINGS c 3 F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND UPPER AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. AND RETURN FROM MAIN DUCTS TO ALL BRANCH DUCTS WHERE SHOWN. UNIT SHALL BE OF TWO INCLUDING ALL ELE+TRICAL REQUIREMENTS, ACCESSORIES AND OTHER REQUIR ENTS. ANY PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS 5. CONSULT MANUFACTURER FOR APPLICATION DATA. GAUGES HEAVIER THAN THE DUCT. DISCREPANCIES MUS1 BE REPORTED TO TENANT CONSTRUCTION MANAGER WI ►HIN THE FIRST AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS ANDTWENTY-FOUR (24) ' OURS AFTER DELIVERY. I OTHER EXPENSES IN CONNECTION THEREWITH. 23 05 93 TESTING, ADJUSTING AND BALANCING FOR HVAC G. PROVIDE MANUAL ADJUSTING LEVER FOR EACH UNIT. UNITS SHALL MOVE FROM FULL OPEN TO FULLY 23 74 14 HYDRONIC PIPI G INSULATION G. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL A. ALL AIR DISTRIBUTION SYSTEMS ARE TO BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED CLOSED POSITION TO CONTROL AIR DIRECTION AND VOLUME. AND OTHER CONDITIONS. DESIGN OF SYSTEM MAY NOT BE CHANGED. ONLY EXACT LOCATION OF ENGINEERING STANDARDS. DUCTED AIR RATES ARE TO BE MEASURED AND ADJUSTED TO DELIVER L1_ FURNISH AND INSTALL TURNING VANES IN ALL ELBOWS OF RECTANGULAR DUCTS. THE BLADES TO BE A. ALL HYDRONIC PIPING FoR CHILLED WATER (NOT INCLUDING CONDENSER ATER UNLESS tind PIPING AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID IN COORDINATION FINAL FLOW RATES WITHIN 10% OF DESIGN RATES. GENERAL CONTRACTOR TO DO ALL ADJUSTMENTS SPECIFICALLY NOTED OT ERNISE), VALVES, FITTINGS, AND ACCESSORIE SHALL BE INSULATED. FOR 'n WITH WORK OF OTHER CONTRACTORS. HOLLOW-FORMED DOUBLE THICKNESS VANES. p REQUIRED TO BALANCE THE SYSTEM WITHIN THE DESIGN PARAMETERS. UNITS RPMS ARE TO BE PIPE SIZES UP TO 2 INCH,5, INSULATE WITH I INCH THICK (K=0.23 @ 75° ) FIBERGLASS INSULATION 2 . INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE ADJUSTED FIRST TO GET THE UNIT TO THE LOWEST RPMS TO DELIVER THE REQUIRED CFM TO THE I. INSTALL SUPPLY AND RETURN REGISTERS, GRILLES AND DIFFUSERS AS SHOWN ON THE DRAWINGS WITH ALL SERVICE JACKE AND VAPOR BARRIER. FOR PIPE SIZES 2-I/. INCHES AND LARGER, = H. THE MATERIALS AND EQUIPMENT CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED E DIFFUSERS, THEN THE DAMPERS TO THE DIFFUSERS ARE TO BE ADJUSTED TO BALANCE THE AND SCHEDULE. INSULATE WITH 1-1/2 INCH HICK (K=0.23 @ 75°F) FIBERGLASS INSULAT ON WITH ALL SERVICE JACKET O SYSTEM. GENERAL CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS REQUIRED TO BALANCE AND VAPOR BARRIER. >. THE ENGINEER, LANDLORD AND/OR ARCHITECT. LU c THE SYSTEM. J. FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE BY FLEXMASTER TYPE 1B OR EQUAL, WITH I" THICK 0 I. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THIS FIBERGLASS BLANKET INSULATION WITH METALIZED FILM VAPOR BARRIER OUTER JACKET. FLEXIBLE B. INSULATION AT ALL HANGERS FOR PIPING 2 1/2 INCHES AND LARGE- SHALL BE HARD AND U -0 CONTRACTOR. B. AFTER CORRECTING BALANCE OF ALL AIR SYSTEMS TO WITHIN 10% OF DESIGNED VALUES, SUBMIT II NON-COMPRESSIBLE, C Q DUCT IN RETURN AIR PLENUM TO BE CLEARLY LABELED "CLASS I EVERY FOUR FEET. FLEXIBLE FINAL AIR BALANCE REPORTS TO ARCHITECT, ENGINEER AND LOVESAC. FINAL BALANCE REPORT DUCT LENGTH MAY NOT EXCEED FIVE FEET. INSULATION SHALL HAVE MIN. INSTALLED R-VALUE OF v LO Ln MUST INDICATE AIR VALUES WITHIN 10% OF DESIGN, OR MUST STATE THE REASON THAT THE C. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT •RE THAN 25 AND A SMOKE Z J. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE 4.2. C o U' APPROPRIATE BALANCE COULD NOT BE ACHIEVED, DEVELOPED RATING OF NO HIGH" THAT 50 TO CONFORM WITH T E REQUIREMENTS OF THE NFPA. L ENGINEER'S CONTRACT DOCUMENTS. THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THIS ww r CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, K. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED. G. GENERAL CONTRACTOR SHALL REVIEW AIR BALANCE REPORT PRIOR TO SUBMISSION OF REPORT TO D. PROVIDE ZESTON OR EQUAL INSULATION FITTINGS FOR ALL TEES ELLS OR SPECIALTY FITTINGS. C d• PROVIDING PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. ENGINEER AND ARCHITECT. IF ENGINEER OR ARCHITECT REVIEN THE AIR BALANCE REPORT MULTIPLE j . L. DUCT CONSTRUCTION SHALL BE AS FOLLOWS: 0) TIMES DUE TO THE CONTRACTOR NOT FOLLOWING THESE GUIDELINES OR SENDING A PRELIMINARY 23 76 00 HYDRONIC PIPING SYSTEM C -, 4' K. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SHALL BEAR THIS CONTRACTOR'S REPORT FOR REVIEW IN LIEU OF THE FINAL REPORT, THE GENERAL CONTRACTOR WILL BELU C - I. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT ALL LOW PRESSURE DUCT IN ACCORDANCE 0 CERTIFICATION THAT THE GENERAL CONTRACTOR HAS REVIEWED, CHECKED AND APPROVED THE BACKCHARGED FOR ALL REVIEWS BEYOND THE FIRST. .Y 0 o SHOP DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH WITH THE LATEST EDITION OF SMACNA STANDARDS WITH THE FOLLOWING PRESSURE A. FURNISH AND INSTALL A COMPLETE YDRONIC PIPING SYSTE' 0 a ,) THE PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THIS CONTRACTOR HAS VERIFIED ALL a.CSUSI PPLY ONS: 0 E D. VERIFY CONTROLS DURING BALANCING, INCLUDING HUMIDITY CONTROLS WHERE APPLICABLE. a. SUPPLY DUCTS: 2" W.G. POSITIVE, B. PIPING 0 0 Lo FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR b. RETURN AND EXHAUST DUCTS: 2" W.G. NEGATIVE. `* DATA. GENERAL CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP E. AT THE COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SHALL SUBMIT FINAL AIR/WATER 1. HYDRONIC PIPING FOR CHILLED WA ER SHALL BEA M A-53 SCHEDULE 40 ERIN BLACK DRAWINGS AS RECOMMENDED BY THIS CONTRACTOR AND THE GENERAL CONTRACTOR'S GUARANTEE BALANCE REPORT TO LANDLORD AND AUTHORITY HAVING JURISDICTION AS REQUIRED. 2. SEAL ALL LOW PRESSURE DUCTS PER SMACNA CLASS B AND ALL MEDIUM PRESSURE DUCTS STEEL PIPE WITH PLAIN ENDS. !NS •LL STEEL PIP WITH WELDED JOINTS WHERE f PIPE IS 2-112 o NILL FULLY APPLY. 23 06 00 CEILING EXHAUST FANS 7:0- TO SMACNA CLASS A. INCH AND LARGER. INSTALL STEEL - PE WITH THR APED JOINTS AND FITTINGS. OR TYPE "K" Cl) :� L. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND 3. REGARDLESS OF ABOVE DUCT CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, COPPER PIPE FOR 2 INCH AND SMALL R PIPE. PROVIDE DIELECTRIC UNIONS BETWEEN ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS MAXIMUM DUCT AIR LEAKAGE NILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE DISSIMILAR METALS. ALL PIPING SWAL BE IN ST'ICT CONFORMANCE WITH ASTM, ASA, AND AS MAY AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OF A BID AUTOMATICALLY A. GENERAL CONTRACTOR SHALL PROVIDE CENTRIFUGAL DIRECT DRIVE CEILING EXHAUST FAN(S), BASIS APPROVAL. LANDLORD'S REQUIREMENTS. WHICHEVE" IS MOS STRINGENT. UNIONS OR FLANGES MUST BE IMPLIES THAT THIS EXAMINATION OF SITE HAS BEEN DONE. OF DESIGN GROAN OR EQUAL FANS BY LOREN COOK OR GREENHECK MEETING THE SAME USED AT EQUIPMENT CONNECTIONS WHE"E SER ICE OR REMOVAL MAY BE REQUIRED. REQUIREMENTS. THE FAN HOUSING SHALL BE CONSTRUCTED OF HEAVY GAUGE GALVANIZED STEEL. M. ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION FOR ALL 2. WALL PIPING AND EQUIPMENT SHALL BE 'RES RE TESTED WITHOUT LEAKAGE ATA MINIMUM M. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD THE HOUSING INTERIOR SHALL BE LINED WITH 1/2" ACOUSTICAL INSULATION. THE OUTLET DUCT SIZES 12" DIAMETER AND LARGER. ROUND DUCTWORK SIZES 10" DIAMETER AND SMALLER MAY BE PRESSURE OF 125 PSI. AFFECT THE WORK. ALL DISCREPANCIES SHALL THEN BE REPORTED PRIOR TO THE BID AWARD. COLLAR SHALL INCLUDE AN ALUMINUM BACKDRAFT DAMPER AND SHALL BE ADAPTABLE FOR SNAP-LOCK CONSTRUCTION. ALL SNAP-LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN THESE 3. ALL HYDRONIC PIPING AND EQUIPMENT CO N TED TO THE HVAC PIPING SYSTEM SHALL BE • HORIZONTAL DISCHARGE. SPECIFICATIONS. ROUND FITTINGS SHALL BE GALVANIZED STEEL WITH SPOT WELDED AND BONDED CLEANED AND FLUSHED. REMOVE, CLEAN, . D REPLACE STRAINER SCREENS, FILL TENANT'S UJ • N. PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS CONSTRUCTION. DUCTWORK SHALL BE AS MANUFACTURED BY UNITED MCGILL, SEMCO, OR APPROVED SYSTEM WITH DOMESTIC WATER AND VENT •LL PIPING AND EQUIPMENT PRIOR TO CONNECTION �N,+ AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING B. THE ACCESS FOR WIRING SHALL BE EXTERNAL. THE MOTOR DISCONNECT SHALL BE INTERNAL AND OF EQUAL. TO THE LANDLORD'S SYSTEM. CONTRACTO-• HALL NOT FILL TENANT'S SYSTEM WITH WATER �.L. TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. THE PLUG TYPE. FROM THE LANDLORD'S SYSTEM UNLESS 'E+ IFICALLY INSTRUCTED TO DO SO FROM THE • N. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" NIDE, GLASS- FIBER FABRIC REINFORCED TAPE. LANDLORD'S FIELD REPRESENTATIVE. AN ' RU S THRU A CHASE OR SHAFT WILL BE DONE WITH O. COMPILE WRITTEN MANUAL OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP DRAWINGS AND C. THE MOTOR SHALL BE MOUNTED ON VIBRATION ISOLATORS. THE FAN WHEEL SHALL BE OF THE JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY FEWEST JOINTS POSSIBLE USING THE LO GES LENGTH OF HARD COPPER PIPE AVAILABLE. M FORWARD CURVED CENTRIFUGAL TYPE AND DYNAMICALLY BALANCED. UNITED MCGILL CORP. DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED SHOULDA JOINTUI CON TORALLMAKEALLJOINTSN A LISTING OF EQUIPMENT SUPPLIERS, ASSEMBLE IN 8-1/2" X 11" HARD BACKED INDEXED BINDER. SE REQUIRED, TR• S EFFORTS TO KEEP THE MATERIAL SHALL BE AS FOLLOWS: IN LIEU OF TAPE. IN ACCESSIBLE AREAS. z N D. ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE AND 4. PRIOR TO CONNECTION TO THE LANDLORD'S SYS EM, CONTRACTOR SHALL OBTAIN WRITTEN C O N SHALL BE U.L. LISTED. CAPACITIES AS SHOWN ON THE DRAWINGS. O. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED CONFIRMATION FROM THE LANDLORD'' FIELD REP"ESENTATIVE THAT ALL TESTING, FLUSHING I. TITLE PAGE: TITLE OF JOB, LANDLORD/TENANT, ADDRESS, DATE, SUBMISSION, CONTRACTOR OTHERWISE. 4 AND ENGINEER. E. WIRING BY THE GENERAL CONTRACTOR. AND PROPER FILLING OF THE TENAN 'S SYSTEM H•S BEEN COMPLETED IN ACCORDANCE TO THE �+/ H CD (y 2. INDEX LANDLORD'S REQUIREMENTS AND T AT THE TENAN 'S SYSTEM IS READY TO BE CONNECTED TO z V 0 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY GENERAL CONTRACTOR 23 07 00 HVAC INSULATION 23 33 00 DAMPERS THE LANDLORD'S SYSTEM. in PURCHASE ORDER NUMBERS AND SUPPLIERS NAMES AND ADDRESSES. 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT (I.E., ROOFTOP UNITS, A. DUCT INSULATION AND APPURTENANCES SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING A. RECTANGULAR DUCT GALVANIZED STEEL MANUAL BALANCE AND MOTORIZED DAMPER 6" WIDE 16 C. VALVES TO BE AS FOLLOWS: ej o - Wd FANS, ETC.) TWENTY-FIVE (25) AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY {50). GAUGE OPPOSED BLADES, CHANNEL FRAME WITH BRACED CORNERS, CONCEALED LINKAGE, TEFLON U z 5. SECTION FOR EACH SYSTEM INCLUDING: FILLED BEARINGS, 3/8" DIAMETER AXLE, 6 LONG CONTROL SHAFT. MOTORIZED DAMPER TO HAVE 1. 125 LB. S,W.P. BALL AND CHEC VALVES:B. RECTANGULAR DUCTWORK CONCEALED FROM VIEW SHALL HAVE I" THICK FIBERGLASS DUCT LINER REPLACEABLE BUTYL RUBBER SEALS INSTALLED ALONG THE TOP, BOTTOM AND SIDES OF THE 2. FULL PORT BALL VALVES (2-1/ " AND SMALLER) - ALL BRONZE, TEFLON STEM SEALS AND > ° 4 Q a. BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. `FRAME AS WELL AS, ALONG ALL SIDES OF EACH BLADE. SEAT, 1/4 TURN SHUT-OFF, VI YL COVERED HANDLES. b. HVAC SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS LAMINATED AND PINNED TO DUCT WITH 1.0 PCF DENSITY AND R-VALUE OF 4.2 MIN. OWENS-CORNING3. CHEC (2-1/2" AND SMALLER - ALL BRONZE, SCREWED, ORIZONTAL SWING CHECK WITH COMMERCIAL GRADE FIBERGLASS DUCT LINER. N AND SCHEMATICS. B. ROUND GALVANIZED STEEL MANUAL BALANCE DAMPER WITH SINGLE 16 GAUGE BLADE, CHANNEL BRONZE DISC, '"" LL FRAME, STAINLESS STEEL SLEEVE BEARINGS PRESSED INTO FRAME, 3/8" DIAMETER AXLE EXTENDED 4. VALVES SHALL BE MILWAUK• E VALVE. EQUAL PRODUCTS B CRANE OR NIBCO MAY BE0 P. SUBMIT A COMPLETED COPY TITLED "HVAC OPERATING INSTRUCTION MANUAL" ON THE BINDING EDGE C. ROUND DUCTWORK CONCEALED FROM VIEW SHALL HAVE FLEXIBLE FIBERGLASS DUCT WRAP 6" FOR CONTROL SHAFT, BLADE STOP. FURNISHED AT THE CDNTR•CTOR'S OPTION. Q OF BINDER TO ARCHITECT FOR APPROVAL. AFTER ARCHITECT'S REVIEN AND ANY CORRECTIONS LAMINATED TO FOIL REINFORCED KRAFT VAPOR BARRIER FACING WITH 2" STAPLING FLANGE AND t/'� REQUIRED ARE COMPLETED, SUBMIT A COPY OF THE MANUAL TO THE LANDLORD. MIN. INSTALLED R-VALUE OF 4.2. OWENS-CORNING COMMERCIAL GRADE FIBERGLASS DUCT WRAP C. EQUIP DAMPERS WITH LOCKING QUADRANTS. D. PIPING SPECIALTIES (1) co CL TYPE 100. Q. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL D. INSTALL BALANCE DAMPERS WHERE SHOWN ON THE DRAWINGS AND ELSEWHERE AS NECESSARY TO 1. PRESSURE/TEMPERATUR• TEST PLUGS (PETE'S PLUG) - 1/4 IN H NPT FITTINGS TO RECEIVE D. EXPOSED ROUND AND RECTANGULAR DUCTWORK SHALL HAVE NO INSULATION. CO INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE OBTAIN PROPER SYSTEM BALANCE. EITHER A TEMPERATUR' OR PRESSURE PROBE, 1/8 INCH O.D. F TTING AND CAPS SHALL BE LO AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL BRASS WITH VALVE C•RE OF NORDEL, RATED AT 400 PSIG, 0 • 200 DEGREES F. E. ALL DUCTWORK IN UNCONDITIONED SPACES SHALL HAVE INSULATION DUCT WRAP WITH A MINIMUMCD CONFIGURATION OF DUCT DISTRIBUTION SYSTEM INCLUDING SIZES AND THE AIR DESIGN FLOW E. CHECK DAMPERS FOR PROPER OPERATION BEFORE AND AFTER INSTALLATION. 2. STRAINERS - "Y" PAT ERN STRAINERS, 125 PSIG, CAST IRON BO►OY WITH PERFORATED RATES, INSTALLED R-VALUE OF 5.0. CONDITIONED SPACES SHALL HAVE INSULATION DUCT WRAP WITH A STAINLESS STEEL S -EEN THREADED FOR 2 INCHES AND SMALL , ', FLANGED FOR 2-1l2 MINIMUM INSTALLED R-VALUE OF 4.2. F. DAMPERS SHALL BE GREENHECK. EQUAL PRODUCT BY RUSKIN, AMERICAN WARMING AND VENTILATING, INCHES AND LARGE'. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING AND 1/8 INCH FOR R. ANY REFERENCE TO TENANT OR TENANT CONSTRUCTION MANAGER, OR FURNISHED BY ANY OF THE F. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION HAS PROGRESSED LOUVERS AND DAMPERS, OR PREFCO MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. CHILLED OR CONDE •SER WATER. PROVIDE WITH BLOWDOWN VALVE ITN HOSE END FITTING. ABOVE, REFERS TO LOVESAC, 3. DIELECTRIC UNION - UNION SHALL BE GROUND JOINT, BRONZE TO =-ONZE WHEN CONNECTING SUFFICIENTLY TO INSURE AGAINST PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION. ALL G. FIR •• HALL BE FURNISHED WITH INTERLOCKING HINGED BLADES. ALL .fir.- " 'ALL BE STEEL TO COPPE' PIPE. INSTALL DIELECTRIC UNIONS AT ALL PIPE C++NNECTIONS OF DISSIMILAR S. REFER TO RESPONSIBILITY SCHEDULE ON SHEET C101 FOR INFORMATION IN REGARD TO INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED AT THIS UL APPROVED AND LA ` ,•• SHALL MEET ALL REQUIREMEN • NO. Ci0A. FURNISH WITH METAL. MANUFAC URER: EPIC OR CAPITOL MANUFACTURING COMPANY. RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. CONTRACTOR'S EXPENSE. UL LABELED FUSIBLE LINKS WITH TE- ' - ' - - I •, - • CONFORM TO NFPA REQUIREMENTS. 4. AUTOMATIC AIR ENTS - INSTALL AUTOMATIC AIR VENTS AT HIGH P01 TS OF BRANCH PIPES T. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS G. HANGER RODS MUST BE PERPENDICULAR TO DUCTWORK BEFORE INSULATION IS INSTALLED. H. ALL FIRE DAMPE: " " AND RISERS, COILS, AND HEATING ELEMENTS. VENT SHALL BE DESIGN FOR 125 PSIG AND E TYPE B WITH BLADES OUT OF THE •Id •ND RATED FOR USE 240 DEGREES F. MANUFACTURERS: ITT BELL 4 GOSSETT, TACO, AMTROL, OR ARMSTRONG. H. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ► • '• - SYSTEMS. 5. COMBINATION 'ALANCING AND SHUTOFF VALVES - 2 INCHES AND SMALL 125 PSIG WORKING 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THEPRESSURE A r A MAXIMUM TEMPERATURE OF 250 DEGREES F. BRONZE SOD FULL PORT SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED. THE USE OF ANY UNAUTHORIZED I. INSULATION SHALL BE APPLIED OVER FLANGES, JOINTS AND SEAMS IN PIPING AND DUCTWORK. 23 37 13 AIR DISTRIBUTION DEVICES BUTTERFLY •R GLOBE-STYLE DESIGN VALVE. INTEGRAL CALIBRATED DIAL, STOP-BALANCING EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THIS CONTRACTOR'SFEATURES, -RESET FLOW WITH PROVISIONS FOR CONNECTING A PORTABLE DIFFERENTIAL EXPENSE. J. ALL JOINTS AND SEAMS IN INSULATION SHALL BE PROPERLY SEALED TO MAINTAIN VAPOR BARRIER A. SQUARE CEILING SUPPLY AIR DIFFUSER - STEEL SQUARE CEILING DIFFUSER, REMOVABLE PLAQUE PRESSURE ETER FOR READOUT. MANUFACTURER: ARMSTRONG (CBV), BELL * GOSSETT 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT INTEGRITY. FACE PANEL, ROUND NECK. (CIRCUIT -.ETTER), GRISWOLD (QUICK SET) OR FLOW DESIGN (ACCUSETTERS . d CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN 6. TWO-WAY HYDRONIC VALVES: THE CONTROL VALVE SHALL BE SIZED AND SEL CTED WITH THE E•"' PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S REVIEW K. INSULATION SHALL BE OWENS-CORNING. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, SCHULLER B. SQUARE CEILING RETURN AIR REGISTER - STEEL SQUARE CEILING DIFFUSER, REMOVABLE PLAQUE VALVE F LLY OPEN OR AS OPEN AS POSSIBLE USING STANDARD VALVE SIZES AND AVAILABLE 0) WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR OR KNAUF MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. FACE PANEL, ROUND NECK. VALVE RIMS. THE CONTROL VALVE SHALL BE SIZED AND SELECTED BASED 0 PRESSURE "' 5-- THE STAMP OF THE GENERAL CONTRACTOR AND THE SUB-CONTRACTOR SHOWING THAT HE HAS DROP 'HILE FULLY OPEN BEING APPROXIMATELY EQUAL TO OR SLIGHTLY GREA R THAN THAT Z CO REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT C. LINEAR SLOT SUPPLY AIR DIFFUSER - ALUMINUM LINEAR SLOT DIFFUSER. PROVIDE WITH INSULATED OF TH CONTROLLED DEVICE (1.0 TO 1.5 TIMES). PRESSURE DROP THROUGH VAL E SHALL NOT 0 DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. PLENUM. BE L;SS THAN 5 FEET. STANDARD VALVE SIZES MAY RESULT IN A VALVE THAT -ROVIDES A Y LITT E MORE THAN THE INDICATED DESIGN FLOW WHEN FULLY OPEN. ALL AVAILAB E TRIM U. DEMOLITION D. SUPPLY AIR GRILLE - STEEL DOUBLE DEFLECTION SUPPLY GRILLE, 3/4" BLADE SPACING, FRONT OPT ONS AND ARRANGEMENTS SHALL BE CONSIDERED IN FINAL VALVE SIZING. PRO IDE VALVE, W BLADES PARALLEL TO THE SHORT DIMENSION. AC UATOR, AND REQUIRED LINKAGES FOR CONSISTENT OPERATION THROUGHOUT EN IRE VALVEFM. _ 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF T-AVEL. VALVES 4 INCHES AND SMALLER SHALL BE THROTTLING PLUG TYPE. AT THS U < 0 EXISTING WORK. FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE E. RETURN AIR GRILLE - STEEL RETURN AIR GRILLE, I!2" BLADE SPACING WITH 35° FIXED DEFLECTION CuNTRACTOR'S OPTION, A PROPERLY SIZED AND CHARACTERIZED BALL VALVE MAY : USED LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. BLADES, FRONT BLADES PARALLEL TO THE SHORT DIMENSION. -OR HYDRONIC SYSTEMS. VALVE MANUFACTURER: BELIMO OR EQUAL. 7 V. FINAL HVAC INSPECTIONS F. FINISHES - FURNISH ALL AIR DISTRIBUTION DEVICES WITH PRIME COATED AND WHITE BAKED ENAMEL E. GEN -AL INSTALLATION FINISH COAT UNLESS SPECIFIED OTHERWISE, < 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, TENANT SHALL HAVE AN 1. INSTALL WATER MAINS WITHOUT PITCH. USE ECCENTRIC REDUCING COUPLINGS AT CHAN+•ES IN I CO INDEPENDENT CONTRACTOR INSPECT THE FINISHED INSTALLATION UPON COMPLETION FOR G. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS WITH ALL AFFECTED CONTRACTORS BEFORE SIZE WITH THE TOP OF PIPES AT SAME ELEVATION. 0 COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL INSTALLING DUCTWORK. SIGNIFICANT DEVIATIONS IN LOCATIONS FROM THOSE SHOWN ON THE BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM OF MAINS ATA 45 DEGRLE U W 03 BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT CONTRACTOR UP TO DRAWINGS MUST BE APPROVED BY ARCHITECT BEFORE INSTALLATION. ANGLE, PITCH DOWNWARD TOWARD UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKE PLANS AND SPECIFICATION REQUIREMENTS. FROM TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD TOWARDS UNITS. PITCH NO W ci. H. SUSPEND CEILING AIR DEVICES FROM STRUCTURE ON WIRE HANGERS OR FROM RIGID DUCTWORK. LESS THAN 1" TO 10 FEET. W. WARRANTY AND GUARANTEE CEILING MUST NOT BE USED TO SUPPORT AIR DISTRIBUTION DEVICES. 3. SEE MECHANICAL DETAIL DRAWINGS FOR APPLICABLE DETAILS. 4. PROVIDE UL LISTED FIRE STOPPING SYSTEM AROUND ALL PIPING PENETRATIONS THROUGH 0 1. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS 1. SECURELY FASTEN SIDE WALL AIR DEVICES TO RIGID DUCTWORK OR STRUCTURE. RATED WALLS. PENETRATIONS SHALL MEET THE REQUIREMENTS OF UL DETAILS WLI001 CONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY (UN-INSULATED WALL) AND WL5039 (INSULATED WALL). PR DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE J. AIR DISTRIBUTION DEVICES FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR SHALL BE t'l a F OF CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND TITUS OR EQUALS BY PRICE, KRUEGER OR NAILOR MEETING REQUIREMENTS ON SHOWN ON SHEET MI01 `; sN GIPta' 'tib MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT, BUT SHALL NOT o78785PE 7„ OVERLAP WITH WARRANTY PROVIDED BY MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING AND INSTALLATION TECHNIQUES ! .%":WITH MANUFACTURER(S) IN ORDER TO MAINTAIN MANUFACTURER'S WARRANTY. C/ 2. HVAC UNITS SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. UPON DELIVERY, GENERAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT IS AS SPECIFIED ON 1p/ OREGON k.DRAWINGS INCLUDING ALL ELECTRICAL REQUIREMENTS, ACCESSORIES AND OTHER �VA,,a0{. 14 204 o.\REQUIREMENTS. ANY DISCREPANCIES MUST BE REPORTED TO TENANT CONSTRUCTION MANAGER44: WITHIN THE FIRST TWENTY-FOUR (24) HOURS AFTER DELIVERY. 1EXP1RNT10N DATE: 14344►K I 02018 THE ARCHITECT I ENGINEER ASSUMES NO RESPONSIBILITY OR LIABILITY FOR THE USE OF THESE PLANS FOR ANY PROJECT OTHER THAN SPECIFICALLY AUTHORIZED BY THEM AND SIGNED AND SEALED FOR SUCH SPECIFIC LOCATION IN THE 2 STATE,PROVINCE OR TERRITORY SHOWN ON THE CL SEAL.THIS BUILDING USE IS ONLY APPLICABLE IN AREAS MEETING THE STATED DESIGN CRITERIA N . co SAI # 180069 0 N DRAWING NUMBER: o W F- �1 HVAC SPECIFICATIONS A