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Plans (14) BU P2019-00061 SPECIAL rr,SrFCTrN REQUIRED State of Oregon Structural Specialty Code Concrete and Reinforcing Steel A L MIT A Ft 9 (:11 Bolts Installed in Concrete 0 Special Moment-Resisting Concrete Frame OFFICE CiOp11/ ` 0 Retrii;:rcing Steel&Prestressing Steel Tendons DEFERin. . Fire Sprink Stn;ct,:ral'Heldinn Fire Alarm Higti-S:r c,'ht Coiling Mechanical Plumbing ` EI Structural Masonry CITY OF TIGARD G H A FA R I Electrical �" El Reinforced Gypsum Concrete REVIEWED FOR CODE COMPLIANCE S MT A MIT E Truss Engineering 0 InsulatingConcrete Fill VALIDITY OF PERMIT Shop[Drawings ry Approve Other [] Spray Applied Fee-Resistive Mate11a3 OTCs RECEIVED THE ISSUANCE OFA PERMIT �' C G V L_ BASED ON CONSTRUCTION ❑ Pilings,Drilled Pf�a;and Caissons Permit #t t}��9 t�� co Q 6 I DOCUMENTS AND OTHER ❑ Shotcrete Address. MAR 2a19 DATA SHALL NOT PREVENT �"f �`��''�4tD�' ��` THE CODE OFFICIAL FROM ❑ Special Grading,Excavation and Filling Suite #' CITY OF TIGARD REQUIRING THE CORRECTION B7 •..j \ r Date: --2 „,) Q 8U1LD1NG DIVISION OF ERRORS. OSSC 105.4 ElSmoke-Control Systems I I--1 ether--tnspecticaa;........gal ----\ . PROJECT NAME AND ADDRESS PROJECT TEAM GHAFAR I ALTAR , G Precision . : 89 MONROE CENTER WASHINGTON SQUARE Engineering J D d SUITE 400 STATE .0 Group LLC Structural 9345 SI/V WASHINGTON GRAND RAPIDS, MI 49503 USA TEL +1 .616.771 .0909 150 WEST CHURCH AVE Engineering www.ghafari.com MARYVILLE, TN 37801 USA Mechanical Electrical Design Consultants TEL +1 .865.288.7700 5800 E SKELLY DR 3000 IVANREST EW SUITE B SQUARE RD m SUITE 1100 VICE PRESIDENT: GRANDNIECE, MI 49418 USA oc,,, TULSA, OK 74135 USA TEL +1 .616.531 .3000 RAYItiRQND ADAM MCCOWN - EXT. 1182 TEL +1 .918.749.3000 www.jdheng.com S. CLARK www.precisiongroup.net PROJECT MANAGER: SPACE No . T - 13 o 4583 ,. LIND NELSON _ CITY OF TIGARD ' t' TEL +1 .865.548.7679 TIGARD , OREGON 97223 Approved y Planning _ , Date, :,.. OF ® DESIGN DIRECTOR 3 GREG TERRY - EXT.1073 Initiaim �._ . . DRAWING INDEX - PROJECT DRAWING INDEX - PROJECT CL o_ a a N r N r O O O O • J -4 -4 W W LL.I LL1 CC CC CC PROJECT IMAGE ,_• 01.8°W MIPI lill 11111.1.111° a o 00 0) 0) 0) 0) f COIT, N O N �' SHEET# SHEET TITLE a o SHEET# SHEET TITLE r 00 GENERAL INFORMATION • A8.4 EXTERIOR STOREFRONT PLAN AND RCP x ' Y Tir irr. • • G1.1 COVER SHEET • A8.5 EXTERIOR STOREFRONT ELEVATION AciNtict A. • G1.2 RESPONSIBILITY SCHEDULE • A8.6 EXTERIOR STOREFRONT SECTIONS -- - 1 -- af • G1.3 RESPONSIBILITY SCHEDULE • A8.8 EXTERIOR STOREFRONT DETAILS .,.- • Vilir-* • G1.4 GENERAL NOTES • A9.0 CASHWRAP DETAILS ' -ippp • G1.5 DOOR SCHEDULE AND DETAILS • A9.1 BACKWRAP DETAILS f -- A A ii-:, ; ''_ , „�,al "• ? - • G1,6 WALL TYPES • A9.2 APPAREL WALL DETAILS "� ai ,.A � Itil..•�t , r,^ - K 'F`� • G1.8 GENERAL INFORMATION AND ADA REQUIREMENTS • A9.3 DISPLAY WALL AND FEATURE WALL DETAILS 1/1/!:-4 : 111111k • 1 � • G2.0 LIFE SAFETY PLAN FIRST FLOOR COMPOSITE • A9.4 ACCESSORY AND FLOATING WALL DETAILS i ■ g .2 v ri! ,.. , 1 .litot li • G2.1 LIFE SAFETY PLAN SECOND FLOOR COMPOSITE • A10.0 FITTING ROOM INTERIOR ELEVATIONS i eSig M r It' 60 STRUCTLRAL • A10.1 FITTING ROOM DETAILS fNr ; ItR I ;� _ '~+�,it '� % goo AZ iiii t '�t �;� ° • S1.1STRUCTURAL NOTES • A11.0CONSTRUCTION DETAILS s I ,4 so y ' I . - m .� 1 0,,- '.. • •. :`, oa.f • S1.2 STRUCTURAL NOTES & SCHEDULES • Al2.0 FRAMING DETAILS 2 a .�a Te a�, !��AT .� ,.� ��"�` r�r ;rr • S1.3 FOUNDATION PLAN • Al2.1 FRAMING DETAILS k. Aro dintdi Illa Kf a- ion �l r . i :r - • S1.4 SECOND FLOOR FRAMING PLAN • A13.0 TRANSITION DETAILS shio �� ` • 51.5 ROOF FRAMING PLAN • A14.0 TOILET ROOM DETAILS j �: • 2.1 T • T�� ,. . !� S S RUCTURAL DETAILS A15.0 NON SALE DE AILS cif/ 1 � >� gels 4. _a �� ,._ x :` , --- rim ••,..-,' : • S2.2 STRUCTURAL ELEVATION • A15.1 NON SALE DETAILS • SS.1 STRUCTURAL CONCRETE SPECIFICATIONS • A15.2 NON-SALES SHELVING DETAILS P . i u �� • SS.2 STRUCTURAL STEEL SPECIFICATIONS • A16.0 3D REPRESENTATIONS fi�r� ' lir t- t Eii Ali , E ill s ,� WI � i� „ IN 72 ARCH TECTURAL DEMOLITION • A16.1 3D REPRESENTATIONS pj _ • • ADOD DEMOLITION GENERAL NOTES • A16.2 3D REPRESENTATIONS ,xti K� ,MIII/ .� •'ir ai •rte r �� .. , �' ;` • • AD1.0 DEMOLITION PLAN FIRST FLOOR COMPOSITE • A5.1 SPECIFICATIONS J it I r II 1 fin ir .. , II • • AD1.1 DEMOLITION REFLECTED CEILING PLAN FIRST FLOOR COMPOSITE • AS.2 SPECIFICATIONS Iy ' ® � I • • AD2.0 DEMOLITION PLAN SECOND FLOOR COMPOSITE 82 ELECTRICAL { s i - , , • • AD2.1 DEMOLITION REFLECTED CEILING PLAN SECOND FLOOR COMPOSITE • E1.0 FIRST FLOOR POWER PLAN if • • AD2.2 DEMOLITION EXTERIOR STOREFRONT • E1.1 SECOND FLOOR POWER PLAN i i 1 i T • • AD2.3 DEMOLITION INTERIOR STOREFRONT • E1.2 POWER PLAN NOTES w - f M • • AD3.0 SITE VERIFICATION PLAN FIRST FLOOR COMPOSITE • E1.3 HVAC POWER PLAN • • AD3.1 SITE VERIFICATION PLAN SECOND FLOOR COMPOSITE • E1.4 HVAC POWER PLAN 73 ARCHITECTURAL ELEMENTS • E2.0 FIRST FLOOR LIGHTING PLAN Q � , '.' • A2.0 FLOOR PLAN FIRST FLOOR COMPOSITE • E2.1 SECOND FLOOR LIGHTING PLAN �'" i • A2.1 FLOOR PLAN SECOND FLOOR COMPOSITE • E2.2 LIGHTING PLAN NOTES & LIGHTING FIXTURE SCHEDULE LU • A2.2 ENLARGED PLANS • E3.0 ELECTRICAL DETAILS o • A3.0 REFLECTED CEILING PLAN FIRST FLOOR COMPOSITE • E4.0 ELECTRICAL DETAILS, RISER& PANEL SCHEDULES C) • A3.1 REFLECTED CEILING PLAN SECOND FLOOR COMPOSITE • ES.1 ELECTRICAL SPECIFICATIONS O N • A4.0 LIGHTING PLAN FIRST FLOOR COMPOSITE • ES.2 ELECTRICAL SPECIFICATIONS r AREA CALCULATIONS • A4.1 LIGHTING PLAN SECOND FLOOR COMPOSITE 110 PLUMBING c,-.-5 PROJECT INFORMATION • A4.2 ENLARGED RCP AND LIGHTING PLAN • FP1.1 FIRST FLOOR FIRE PROTECTION PLAN GROSS AREA LEASED: 9643 SQ. FT. • A4.3 RCP DETAILS • FP1.2 SECOND FLOOR FIRE PROTECTION PLAN co • A5.0 FINISH PLAN FIRST FLOOR COMPOSITE • P1.0 PLUMBING SCHEDULES & DETAILS O N •• A5.1 FINISH PLAN SECOND FLOOR COMPOSITE • P2.0 PLUMBING PLAN & RISERS PROJ ECT N U MBER: 187747 •• A5.2 FINISH SCHEDULE • P3.0 PLUMBING & FIRE PROTECTION SPECIFICATIONS w GROSS SALES USED: 5,076 SQ. FT. • A6.0 FIXTURE FLOOR PLAN FIRST FLOOR COMPOSITE 160 MECHANICAL Q GROSS NON-SALES USED: 1900 SQ. FT. • A6.1 FIXTURE FLOOR PLAN SECOND FLOOR COMPOSITE • M1.0 MECHANICAL PLAN - 1ST FLOOR Q EXTISSUED FOR: DOC REL 02 - IFP • A7.0 INTERIOR ELEVATIONS • M1.1 MECHANICAL PLAN -2ND FLOOR V7 . • STOREFRONT • A7.1 INTERIOR ELEVATIONS • M2.0 MECHANICAL SCHEDULES Q FRONTAGE: 60 LF. • A8.0 INTERIOR STOREFRONT PLAN & RCP • M2.1 MECHANICAL DETAILS • A8.1 INTERIOR STOREFRONT ELEVATIONS • M3.0 MECHANICAL SPECIFICATIONS IISSUE DATE :03/08/2019 INT. STOREFRONT FRONTAGE: 60 LF. A8.2 STOREFRONT SECTIONS • MP1.0 M&P NOTES & RESPONSIBILITIES C_D • A8.3 INTERIOR STOREFRONT SECTIONS& DETAILS u11__ 1 3/A"••=1'-0" ,�= 0 �� 4 0 /�.=1.0,. 4 „=1'-0„ 8' 16' = 0 8' 16' 2'"= 0 113' 32' 31.6"-1'"0" i �0 32' 1;i2"-,-1'-0"Oi1�.1.1�1.�-- ? 1 _t.0,.0 2 1'0"0 ' 4 _1.0. �- - 1 0.. rr�rr �—.__� i �6 i �„_t._0., 1,-0„ � 1 RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE ALTAR ' a ITEMS GENERAL OWNER OWNER LANDLORD NOTES ITEMS GENERAL OWNER OWNER LANDLORD NOTES CONTRACTOR VENDOR CONTRACTOR VENDOR >- >- >- >- >- >- >- >- o r } r r >- >- >- r o STAlE co m m co co co co co F- w co co co co co co m co H Lu a 0 ❑ ❑ o o ❑ 0 cD of m C� F3 m ❑ 0 ❑ 0 ❑ ❑ ❑ ❑ J LLJ J LIJ JW W JW W JZ ” Q LLJ Z ❑ JJ ❑ JJ 0 5 pZ O 0 Q U 0 5 5 5 Q Q CQ 5 Q (n 17, o H O QO H H (I} M H o_ O H H ~ o H co 2 I— a_ w -- 0 --- cc — co — w — Cn o- ._ N xw Om a -- W -- W -- w --- o' -- w — W w — xw Om o_ � Z iZN zdr EL Lf) ZCO eLC zoo LJ � z < EL v-- ZN el_ c0 zv a_ � zco eL . ZCO Lu EK z < DIVISION 01 -GENERAL REQUIREMENTS DIVISION 09-FINISHES PERMITS, FEES, INSURACE CERTIFICATES, ETC. (1) PERMIT APPLIED FOR BY TENANT 1 PICKED UP AND PAID FOR BY TENANT G.C. GYPSUM BOARD, TENANT SEPARATION (1) (2) G.C. TO PATCH AND REPAIR EXISTING DRYWALL FINISHES AS REQUIRED TO BILLED TO OWNER AS INVOICE - NO MARKUP PARTITIONS I LIKE NEW CONDITION. BARRICADE, PHASING PARTITIONS AND DOORS (5) (6) INSTALLED BY BOSTON BARRICADE (UNLESS REQUIRED OTHERWISE BY LL) GYPSUM BOARD (1) (2) ALL GYPSUM BOARD TO BE A LEVEL 4 FINISH AT TENANTS EXPENSE WASHINGTON SQUARE BARRICADE GRAPHICS (5) (6) G.C. TO COORDINATE WITH BOSTON BARRICADE AND OWNER. LL APPROVAL ACCOUSTICAL CEILING SYSTEM (1) (2) REQUIRED 9345 SW WASHINGTON SQUARE RD TEMP - UTILITIES AND EQUIPMENT (1) (2) PROVIDE ACCOUNT NUMBERS AND PROJECTED SWITCH-OVER DATES TO CEMENT BOARD (1} (2) SPACE NO. T-13 OWNER TIGARD, OREGON 97223 RECEIVING AND UNLOADING OWNER SUPPLIED PROVIDE LABOR AT END OF PROJECT. COORDINATE REQUIREMENTS W/OWNER MIRRORS - GLASS (1) TOILET ROOMS ONLY; G.C. TO PROVIDE J-MOLD, MASTIC, ETC. G.C. TO MATERIALS (1) (2) THROUGHOUT THE DURATION OF PROJECT. INVENTORY OF OSM BY G.C. (1) (2) (3) (6) COORDINATE BETWEEN G.C./OWNER-SUPPLIED ITEMS. FINAL PROFESSION CLEANUP AND TRASH (1) (2) INCLUDE 3 CLEANING IN BID (1 MAJOR FOR PUNCH, 2 LIGHT FOR TURN OVER EXTERIOR STOREFRONT FINISHES (1) (2) FAUX FINISHES PER PLANS REMOVAL & OPENING) FINAL JOB SITE PLANS (1) (2) REFER TO PLANS MALL FLOORING (2) (7) MALL/TENANT FLOORING TO BE INSTALLED UNDER STOREFRONT BASE, PER PLANS CERTIFCATE OF OCCUPANCY (1) (2) POSTED IN 8-1/2"X 11" FRAME IN MANAGERS OFFICE STOREFRONT TILE (2) (3) CONFIRM QUANTITY NEEDED/TAKEOOFF AND SCHEDULE TIMING WITH G H A FA R I OWNER'S VENDOR WEEKLY PHOTO REPORT AND UPDATE (1) IN POWERPOINT FORM TO OWNER AT THE END OF EACH WEEK DURING WALK OFF MAT (1) (2) CONSTRUCTION CONFIRM QUANTITY NEEDEDITAKEOFF AND SCHEDULE TIMING WITH 89 MONROE CENTER DIVISION 02- EXISTING CONDITIONS FLOORING (1) (2) (3) SUITE 400 OWNER'S VENDOR DEMOLITION AND HAUL OFF (1) REFER TO PLANS. COORDINATE WITH LL. GRAND RAPIDS, MI 49503 USA CARPET AND ADHESIVE (1) (2) ADHESIVE BY TENANT G.C. CARPET BLUES ONTO FLOOR. ADHESIVE TO BE TEL +1.616.771.0909 TENANT DEMISING WALLS (7) (8) G.C. TO REPAIR AS NECESSARY BOSTICS BEST SUPPLIED BY TENANT G.C. www.ghafari.com VINYL COMPOSITE TILE (VCT) (1) (2) ADHESIVE BY TENANT G.C. PER MANUFACTURER'S REQUIREMENTS MALL NEUTRAL PIERS (7) (8) G.C. TO REPAIR AS NECESSARY VINYL BASE (1) (2) MALL BULKHEAD OR EXTERIOR SIGN FASCIA (7) (8) G.C. TO REPAIR AS NECESSARY TRANSITION STRIP AND REDUCERS (1) (2) REFER TO FINISH PLAN, SPECIFICATIONS AND DETAILS MALL FLOORING /EXTERIOR PAVING (7) (8) G.C. TO REPAIR AS NECESSARY PAINT/PAINTING ACCESSORIES (1) (2) DIVISION 03-CONCRETE FIBERGLASS REINFORCED PANELS (FRP) (1) (2) CONCRETE SLAB/ INFILL (1) (2) WALL COVERING (1) (2) (3) ENSURE LEVEL FINISH BEHIND WALL COVERING BEFORE APPLYING. CONFIRM CONCRETE SLAB PATCHING, LEVELING AND CREATE SMOOTH /LEVEL SURFACE (G.C. TO CARRY ALLOWANCE IN BID FOR QUANTITY NEEDED/TAKEOFF AND SCHEDULE TIMING WITH OWNERS VENDOR CUTTING (FLOOR PREP) (1) (2) FLOOR PREP) SPECIALTY PLASTER (3) (6) G.C. TO COORDINATE WITH OWNERS VENDOR ON PRIMER REQUIREMENTS & REGISTRATION SEAL DIVISION 04-MASONRY INSTALLATION SCHEDULE. UNIT MASONRY (1) (2) OPIARY (3) (6) G.C. TO COORDINATE WITH OWNERS VENDOR ON INSTALL HOLD-TO DIMENSIONS & INSTALLATION SPECIFICATIONS & SCHEDULE. COLUMN COVERS (1) (2) DIVISION 10-SPECIALTIES STOREFRONT SIGNAGE G.C. TO PROVIDE BLOCKING AND ELECTRICAL CONNECTION I REFER TO DIVISION 05-METALS (3) (6) APPROVED SHOP DRAWINGS RAYMOND .1 STRUCTURAL STEEL (1) (2) SIGNAGE - INTERIOR SIGNS AND GRAPHICS (1) (6) G.C. TO PROVIDE BLOCKING 1 REFER TO APPROVED SHOP DRAWINGS S. CLARK „► STRUCTURAL AND LIGHT GAUGE METAL (1) (2) SIGNAGE -ADA, HVAC AND SERVICE DOOR (1) (2) PER LOCAL CODES & TENANT CRITERIA 0 4583 .s FRAMING �/ j .,j,ii%i -�''�i / ice._ TENANT SEPARATION WALL STUDS (1) (2) REFER TO PLANS BLOCKING FOR SIGNAGE (1) (2) 4 NO DECORATIVE METALS (1) (2) (6) G.C. TO COORDINATE SCOPE BETWEEN G.C./VENDOR. SEE A5.1 FOR TOILET ROOM ACCESSORIES (1) (2) INCLUDE GRAB BARS, MIRRORS, SHELVES OF a VENDOR CONTACT. REVEALS TO BE FLUSH WITH SURROUNDING FINISHES PER APPROVED PLAN AND NON-SALES SHELVING/HANGING SYSTEM (JET G.C. TO INCLUDE HARDWARE. CONFIRM QUANTITY NEEDED/TAKEOFF WITH (1) (2) DETAILS RAIL) (2} (3) OWNER PRIOR TO ORDERING BRAKE METAL BULLETIN BOARDS (1) (2) (2) (3) (3) CORK BOARDS, (1) DRY ERASE BOARD, INSTALL PER OWNERS DIRECTION /PLAN DECORATIVE FENCE (1) (6) G.C. TO COORDINATE SCOPE BETWEEN G.C./VENDOR. SEE A5.1 FOR FIRE EXTINGUISHER(S} (1) (2) AS PER LOCAL CODE, QUANTITY AND LOCATION PER FIRE MARSHALL VENDOR CONTACT. (2AIOBC). INCLUDE (5) IN G.C. BID DIVISION 06-WOODS. PLASTICS AND COMPOSITES CORNER GUARDS (1) (2) INSTALL ON ALL OUTSIDE CORNERS IN NON-SALES AREA TRAFFIC ROUGH FRAMING, BLOCKING AND FURRING (1) (2) REFER TO PLANS & DETAILS FOR LOCATION, TYPE AND HEIGHT LOCATIONS, COORDINATE W/PLANS KEY BOX (1) (2) FINISH CARPENTRY AND MILLWORK (1 (2) REFER TO PLANS EMPLOYEE LOCKERS (2) (3) G.0 TO COORDINATE WITH OWNER PRIOR TO ORDERING SHELVING AND STANDARDS (1) (2) TOILET ROOMS, MANAGERS OFFICE, HOLD CLOSET AND GO-BACK CLOSET DISPLAY WALL SYSTEM (1) (2) DIVISION 07-THERMAL AND MOISTURE PROTECTION DIVISION 11 -EQUIPMENT WATERPROOF MEMBRANE AND SEALERS (1) (2) REFRIGERATOR/MICROWAVE (2) (3) INSTALL PER OWNERS DIRECTION BATT INSULATION (1) (2) DREAMSTEAMER (1) (2) SERIES 2300, 40A 13.4KW SOUND BATTING 1 ATTENUATION (1) (2) DIVISION 12-FURNISHINGS ROOFING PENETRATIONS AND FLASHINGS (1) (2) G.C. TO CONTRACT THIS SCOPE OF WORK WITH LL PREFERRED VENDOR FURNITURE/ FIXTURES AND HARDWARE (2) (3) G C. TO SCHEDULE AND COORDINATE SHIPPING AND TIMING OF DELIVERY WITH OWNER'S VENDOR. SEE A5.1 FOR VENDOR CONTACT. FIRE PROOFING/STOPPING (1) (2) G.C. TO VERIFY EXISTING CONDITIONS (1) WEEK PRIOR TO START CASHWRAP/BACKWRAP (3) (6) G.C. TO SCHEDULE AND COORDINATE SHIPPING AND TIMING OF DELIVERY A 03/08/19 DOC REL 02 - IFP WITH OWNER'S VENDOR. SEE A5.1 FOR VENDOR CONTACT. REV DATE DOC REL##- DESCRIPTION JOINT SEALANTS (1) (2) FIRE CAULKING - PER LOCAL CODE FITTING ROOM ACCESSORIES (2) (3) G.C. TO SCHEDULE AND COORDINATE SHIPPING AND TIMING OF DELIVERY WITH OWNER'S VENDOR, SEE A5.1 FOR VENDOR CONTACT. EXPANSION JOINTS (1) (2) REFER TO PLANS FITTING ROOM BENCH (2) (3) G.C. TO SCHEDULE AND COORDINATE SHIPPING AND TIMING OF DELIVERY PROJECT# 187747 WITH OWNER'S VENDOR. SEE A5.1 FOR VENDOR CONTACT. DIVISION 08 -OPENINGS HANGING SYSTEM AT STOREFRONT, (2) (3) G.C. TO SCHEDULE AND COORDINATE SHIPPING AND TIMING OF DELIVERY PROJECT MANAGER M. FREDERICK N BACKWRAP & SALES (ARAKAWA) WITH OWNER'S VENDOR. SEE A5.1 FOR VENDOR CONTACT. c METALJWOOD DOORS, FRAMES AND (1) (2) REFER TO PLANS. FITTING ROOM DOOR HARDWARE BY OWNER. DESIGNED BY G. TERRY NON SALES AREA SHELVING (PIPP) G.C. TO SCHEDULE AND COORDINATE SHIPPING AND TIMING OF DELIVERY Tr HARDWARE (2) (3) DRAWN BY N. SMITSONIJ. DEFALQUE o WITH OWNER'S VENDOR. SEE A5.1 FOR VENDOR CONTACT. rn ACCESS PANEL (1) (2) PROVIDE PER PLAN LOCATION AND AS REQUIRED BY LL OR INSPECTORS QUALCHECK A ECKERT FD REQUEST. INCLUDE (2)ADDITIONAL IN G.C. BID SALES AREA DISPLAY WALL SYSTEM (2) (3) G C. TO SCHEDULE AND COORDINATE SHIPPING AND TIMING OF DELIVERY rN, STOREFRONT GLAZING SYSTEM (1) (2) G.C. TO BID. G.C. TO PROVIDE COLOR CHIP SAMPLE TO OWNERS PM (2) WITH OWNER'S VENDOR. SEE A5.1 FOR VENDOR CONTACT. SHEET TITLE WEEKS PRIOR 0 START OF CONSTRUCTION. DIVISION 13-SPECIAL CONSTRUCITON LOCK CORES (EXTERIOR AND INTERIOR (2) (3) COORD. WITH VENDOR. RESPONSIBILITY DOORS) SCHEDULE N• STOREFRONT ENTRY DOORS AND HARDWARE (1} (2} CORES BY OWNER DIVISION 14-CONVEYING EQUIPMENT O11 1 I I w SECURITY GRILLES (1) (2) 1— U 0 co co Q 1 .2 SHEET NUMBER z 0 0 10' 20' 0 20' 40' 0 p 80' 0 40' 80' 0 50' 100' 0 60' 120' 0 e0' 160' 0 100' 200' 0 ?00' 400' 0 400' 800' 0 500' 1000' 0 1Q00' 2000' 1"=10'_0" , 1"=20'0" 1"=30.-0" 1 1"=40'-0", 1"=50'_0" �� 1' 60'0" 1 B0'-3" 1" 100'-0" �� , 1"=200'-0" 1 1"=500'_0„ D 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' �'G" �ww■. 1'=1-0" 5','=1,-0r - - ,1".:1=1'-Cr m '"/a'=1 0 Im■. "=1'-0' e=1'0" iwr� X1_1,_0" AINI , 'A2"--1'"0" %_'=1.0' RESPONSIBILITY SCHEDULE RESPONSIBILITY SCHEDULE A L T A R 5 CI ITEMS GENERAL OWNER OWNER LANDLORD NOTES ITEMS GENERAL OWNER OWNER LANDLORD NOTES DO C CONTRATOR VENDOR CONTRACTOR VENDOR >- >- >- >- >- >- >- } 0 >- >- >- r >- >- r >- 0 STATE m m m m m ca m m H W 03 m 03 CO m co m co 1— W 0 0 0 0 a I o 0 0 0 J n 0 0 0 ❑ 0 0 0 0Er J W J W J W J LLJ _Z Q W J W J W J LLJ J Z Q ❑ J ❑ J C7 J ❑ J 1- Z 0 0 J 0 J ❑ J ❑ J I-- O ¢ O H o F o H C 2 I- 0_ o _ 1-- 0 1- 10 0 F- int I- 0_ CC zN a z 0_ n Zco ter` zco w � 2 < IE:f_ EZ) E• a °' Zv o zcfl Er F.--: ? °° w � 0z ¢ DIVISION 21 -FIRE SUPPRESSION SPRINKLER SYSTEMS DIVISION 22-PLUMBING I DIVISION 23 HVACaPOS SYSTEM (MONITOR, CASH DRAWER, (3) (6) �" te . TERMINAL) SPRINKLER STUB (9) IF MODIFICATIONS REQUIRED COORDINATE WITH LL AND OWNER; MAINTAIN EXISTING SERVICE MAIN TO THE TENANT SPACE POS SYSTEM CONDUIT AND J-BOX STUB UP (1) (2) SPRINKLER MAW ( } IF MODIFICATIONS REQUIRED COORDINATE WITH LL AND OWNER BUZZER SYSTEM (1) (2) REFER TO ELECTRICAL DRAWINGS WASHINGTON SQUARE SPRINKLER GRID (S) IF MODIFICATIONS REQUIRED COORDINATE WITH LL AND OWNER; LAYOUT TO ALIGN WITH LIGHT FIXTURES GENERAL NOTES DEFINITIONS NOTES 9345 SW WASHINGTON SQUARE RD SPRINKLER MODIFICATIONS (1) (2) IF MODIFICATIONS REQUIRED COORDINATE WITH LL AND OWNER 1. THIS RESPONSIBILITY MATRIX DELINEATES: 1. SUPPLIED- MEANS SUPPLY AND DELIVER A. ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL SPACE NO. T-'13 -OWNER AND LANDLORD SUPPLIED ITEMS TO PROJECT, FREIGHT ON BOARD TRUCK CONTRACTOR TIGARD, OREGON 97223 PLUMBING STUBS (SAN., DCW, VENT) (9) G.C. TO COORDINATE WITH EXISTING CONDITIONS AND EXTEND UTILITY -OWNER AND LANDLORD INSTALLED ITEMS UNLESS OTHERWISE DEFINED IN GREATER B. G.C. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION CONNECTIONS AS REQUIRED AND AS INDICATED ON PLANS. G.C. TO SNAKE, -ITEMS TO BE PURCHASED THROUGH DETAIL. OF ALL OWNER SUPPLIED ITEMS SCOPE OR OTHERWISE EVALUATE EXISTING UNDER SLAB CONDITIONS AND DESIGNATED NATIONAL SUPPLIER 2. INSTALLED - DESCRIBES OPERATIONS AT C. ALL BLOCKING TO BE FIRE RETARDANT TREATED PROVIDE A COMPLETE REPORT TO OWNER, INLCUDING VIDEO. -EXISTING LANDLORD WORK TO BE PROJECT FROM INSPECTION AND D. G.C. REQUIRED TO NOTIFY OWNER W/IN 24 HOURS IF DAMAGED PARTS ARE RECEIVED OR IF VERIFIED BY G.C. UNLOADING TO COMPLETION IN PLACE, PARTS ARE MISSING PLUMBING WORK AND FIXTURES/ WCO, FCO, FD-1, WHA, TP, VALVES, PIPING, TRAPS, WALL BRACKETS (OR 2. SEE M.E.P. DRAWINGS FOR ADDITIONAL READY FOR INTENDED USE. E. G.C. TO REFER TO OSM FOR CONTRACT NAME AND PHONE NUMBER. APPURTENANCES REQUIRED FOR ROUGH-IN (1) (2) CARRIERS), THERMAL EXPANSION TANK, ETC. INFORMATION H A FA R I PLUMBING FIXTURES WE-1, LAV-1, WH-1, MS-1, EWC-1 3. NO SUBSTITUTIONS OF ANY MATERIALS OR (1) (2) ITEMS SPECIFIED IN THE DOCUMENTS ARE PERMITTED, U.N.O. &APPROVED BY THE WATER METER (9) GC TO VERIFY EXISTING METER AND LANDLORD REQUIREMENT AND OWNER. PROVIDE NEW AS REQUIRED. MECHANICAL EQUIPMENT PURCHASED AND INSTALLED BY LANDLORDS DESIGNATED CONTRACTOR, 89 MONROE CENTER (1) (2) METROAIR AT GC EXPENSE SUITE 400 GRAND RAPIDS, MI 49503 USA CURB ADAPTER (1) (2) TEL +1.616.771.0909 www.ghafari.com ALL DUCTWORK (LOW AND MEDIUM PRESSURE, LANDLORD CONTRACTOR TO PROVIDE DUCT FROM LANDLORD MAINS TO FLEXIBLE DUCT, ETC.) (1) (2) VAV AT GC EXPENSE AIR DEVICES- DIFFUSERS, GRILLES AND (1) (2) BAFFLES FIRE DAMPERS -WALL AND/OR CEILING (1) (2) MANUAL BALANCING DAMPER (1) (2) CHILLED WATER PIPING AND CONDENSATE (1) (2) • PIPING MALL SUPPLY AIR ACCESS AND DUCTWORK (1) (2) MALL OUTSIDE AIR ACCESS AND OPENING (1) (2) REGISTRATION SEAL SMOKE EVAC AND CONTROLS (1) (2) DUCT SMOKE DETECTOR (1) (2) 5 ZONE DAMPERS �� diti . (1) (2) RAYMOND S. CLARK :-.4,DUCT HEATERS (1) (2) O 4583 i. TEMPERATURE CONTROL SYSTEM ') 2 PROVIDED BY LANDLORD CONTRACTOR AT GC EXPENSE to TOILET EXHAUST FAN (1) (2) 1/8 OF 6• TOILET EXHAUST DUCTWORK (1) (2) EXTEND DUCTWORK TO EXISTING MALL EXAUST SYSTEM AS INDICATED HVAC TEST AND BALANCE WORK AND FINAL (1) (2) FINAL REPORT DUE THE WEEK BEFORE FINAL PUNCH BY OWNER REPORT DIVISION 26-ELECTRICAL 1 DIVISION 27-COMMUNICATIONS I DIVISION 28-ELECTRICAL SAFE:Y AND SECURITY .Aa:>.. . . MAIN SWITCH /OVERCURRENT PROTECTION AT (1) (2) G.C. TO PROVIDE FUSES LANDLORDS BUS DUCT TENANT ELECTRICAL METER (1) (2) MASTER METERED BY LANDLORD MAIN SERVICE CONDUIT (1) (2) EXTEND EXISITING TO RELOCATED MAIN DISCONNECT MAIN SERVICE WIRING (1) (2) EXTEND EXISITING TO RELOCATED MAIN DISCONNECT TELEPHONE CONDUIT AND PULL STRING TO (9) SPACE TELEPHONE CONDUIT AND PULL STRING FROM (1) (2) G.C. TO EXTEND EXISTING TO NEW TELEPHONE BOARD LOCATION STUB TO BOARD TENANT ELECTRICAL PANELS (1) (2) TENANT ELECTRICAL TRANSFORMER (1) (2) G.C. TO RELOCATE (1)480 MAIN DISCONNECT, (2) 120/208V, 3P-4W PANELS, SUPPLEMENT CIRCUIT BREAKERS AS SCHEDULED HVAC POWER CONNECTION AND DISCONNECT (1) (2) G.0 TO RELOCATE (1) 75 KVA TRANSFORMER CONDUIT, WIRING AND DEVICES (1) (2) A 03/08/19 DOC REL 02 - IFP LIGHTING FIXTURES/LAMPS (2) (3) G.C. TO COORDINATE & SCHEDULE DELIVERY/TIMING WITH OWNER'S REV DATE DOC REL##- DESCRIPTION VENDOR LIGHTING AND SIGNAGE CONTROLS (2) (3) G.C. TO COORDINATE & SCHEDULE DELIVERY/TIMING WITH OWNER'S VENDOR PROJECT# 187747 2 TELEPHONE PANEL (3) (4) PROJECT MANAGER M. FREDERICK o TELEPHONE AND DATA CONDUIT DESIGNED BY M. FREDERICK 6 (1) (2) DRAWN BY N. SMITSON/J. DEFALQUE 6, TELEPHONE AND DATA CABLING (1) (2) QUALCHECK M. FREDERICK oN SHEET TITLE co SOUND SYSTEM WIRING (1) (2) SPEAKERS AND BACK BOXES (2) (3) (6) G.C. TO COORDINATE & SCHEDULE DELIVERY/TIMING WITH OWNER'S RESPONSIBILITY co VENDOR SCHEDULE o FIRE ALARM SYSTEM (1) (2) O w SHOPPER TRACK CONDUIT AND WIRING (1} (2} (g) GENERAL CONTRACTOR TO FURNISH AND INSTALL CONDUIT AND WIRING. - EQUIPMENT FURNISH AND INSTALLED BY OWNER 0 CLOSED CIRCUIT SECURITY SYSTEM (2) (3) FINAL CONNECTION BY OWNER'S SERVICE PROVIDER co EQUIPMENT w Q CLOSED CIRCUIT SECURITY SYSTEM CONDUIT 1 REFER TO ELECTRICAL DRAWINGS. CONDUIT REQUIRED O (2) Q AND WIRING G ■ SHEET NUMBER I C7 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000 1".10-0"mom 1"=2G-0" 1"=30'0"�� 1"=40'_0" �R 1"=50'_3"mill iiii 1"=60'_0"•,4 , 1"=80'_0"iimom ina , , r=1013.-0" iii. � 1"=200'-0" 1"=400'0"� � 1"=500'_0",r 1"=1000_0" if , ISM 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16` 0 16' 37 0 16' 37 1r=1'-0"■miumii f=1'-0"imini . Vow"'_.....I. V=1'-0"rail , 3A"=1"-0"_ Y"=1.-0."ro t la"=1-0"mom= { 14"=1-0"i1m1■ 1 lag"=1"-0" 34e"=1-0"tlrll I GENERAL CONDITIONS GENERAL NOTES DESIGN-BUILD SYSTEMS ALTAR ' ci 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND MATERIALS GENERAL REQUIREMENTS LOCALREQUIREMENTS CODES AND ORDINANCESLOCAIN EFFECT IN THE PROJECT AREA AS WELL AS OTHER 5. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS WHETHER IN 1. FIRE PROTECTION DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND STAT E REE CONTRACTOR TS ROISTHE SPON AUTHORITY HAVING JURISDICTION.NIOOFCONTRACT OR NOT IN CONTRACT,THE G.C. SHALL BE RESPONSIBLE FOR LOSS AND/OR SUBMITTED TO THE ARCHITECT FOR REVIEW, PRIOR TO SUBMITTAL TO THE BUILDING 2. THE CONTRACTOR RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE DAMAGE TO THESE ITEMS. DEPARTMENT. WORK SO THAT NOL CONFORM WORK SHALL DE LEFT IN AND MANUFACTURER'S UNFINISHED OR 'INCOMPLETE CONDITION. 6. G.C. SHALL BE RESPONSIBLE FOR COORDINATION WITH OWNER'S REPRESENTATIVE TO 2. DRAWINGS SHALL BEAR THE SEAL OF A REGISTERED PROFESSIONAL ENGINEER, S3. ALLTWORK SHALL TO INDUSTRY AND MANUFACTUORR'S UBISHEDPROVIDE A TIMELY ARRIVAL OF ALL MATERIALS, EQUIPMENT AND OTHER SUCH ITEMS TO LICENSED IN THE STATE OF NEW YORK. NWORKMANSHIPRS AND THE AS WELLBUILDING OWNER'S ALLREQUIREMENTS REQUIREMENTS FOR QUALITY S.F MATERIALS BE UTILIZED ON THIS PROJECT(OWNER-PROVIDED OR OTHERWISE). G.C. SHALL NOTIFY 3. ALL WORK SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND A WELL ES IN THESEGT DRAWINGS. OWNER'S REPRESENTATIVE IN WRITING WITHIN 5 DAYS OF DATE OF APPROVED WORK AND ORDINANCES IN EFFECT IN THE AREA THE WORK IS TO TAKE PLACE IN. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THE BUILDING PERMIT FOR AUTHORIZATION OF THOSE ITEMS THAT MAY NOT BE READILY AVAILABLE. IF THE WORK SHOWN ON THESE DRAWINGS. INDIVIDUAL SUBCONTRACTORS SHALL NOTIFICATION IS NOT PROVIDED TO THE OWNER'S REPRESENTATIVE,THE CONTRACTOR SECURE PERMITS FOR THEIR PORTION OF THE WORK UNLESS DIRECTED OTHERWISE BY THE CONTRACTOR. ACCEPTS RESPONSIBILITY FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED FRT WOOD NOTE 5. THE CONTRACTOR SHALL SECURE COPIES OF THE CONSTRUCTION DOCUMENTS, SHOP ITEMS AND WILL PURSUE WHATEVER MEANS NECESSARY AT NO ADDITIONAL COST TOOWNER. 1. BUILDING IS OF NON-COMBUSTIBLE TYPE CONSTRUCTIONS(I OR II). COMBUSTIBLE DRAWINGS AND OTHER DOCUMENTS NECESSARY TO COORDINATE ALL WORK, 7. CONTRACTOR TO ENSURE AVAILABILITY OF ALL SPECIFIED ITEMS SO AS NOT TO CREATE MATERIALS ARE LIMITED AS ALLOWED IN N.S.C.SECTION 603.1. INCLUDING ANY OWNER SUPPLIED ITEMS. COPIES OF ALL DOCUMENTS SHALL BE KEPTA HARDSHIP TO THE OWNER AND NOT DELAY PROGRESS OF THE WORK. NO EXTENSION 2. ALL WOOD USED IN BLOCKING, FRAMING, FURRING, ETC. SHALL BE FIRE RETARDANT WASHINGTON SQUARE AND MADE AVAILABLE AT THE JOB SITE FOR THE ENTIRE DURATION OF THE WORK. OF TIME SHALL BE PERMITTED. TREATED(FRT)IN ACCORDANCE WITH N.B.C. SECTION 2303.2. 6. DO NOT SCALE DRAWINGS. USE PROVIDED DIMENSIONS. 8. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE, INVENTORY, STORE AND SECURE 3. F.R.T.WOOD IS NOT PERMITTED IN FIRE RATED ASSEMBLIES. 9345 SW WASHINGTON SQUARE RD 7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND ANY OWNER FURNISHED ITEMS(AFI)SUPPLIED AND DELIVERED TO THE JOBSITE,OR SPACE NO. T-13 EXISTING CONDITIONS SHOWN ON THE DRAWINGS. IF DISCREPANCIES EXIST IN THE OTHER AGREED UPON LOCATION,AND FORWARD THE RECEIVING DOCUMENT(S)TO THE CONSTRUCTION DRAWINGS, CONTACT THE ARCHITECT FOR CLARIFICATION BEFORETIGARD, OREGON 97223 PROCEEDING. OWNER GENERAL ACCESSIBILITY NOTES 8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER THE 9. THE CONTRACTOR SHALL LEAVE WITH STORE MANAGER ONE(1) GALLON OF PAINT OF SCHEDULING, SEQUENCING, CONSTRUCTION MEANS AND METHODS EMPLOYED IN THE EACH COLOR FOR FUTURE TOUCH-UP WORK. ALL DIMENSIONS NOTED ARE TO FINISH MATERIALS. NOTIFY ARCHITECT IMMEDIATELY IF EXECUTION OF THE WORK AND FOR SAFETY ON THE PROJECT SITE. 10. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN THE DOCUMENTS ARE FIELD CONDITIONS DO NOT PERMIT REQUIRED DIMENSIONS. 9. COMMENCEMENT OF WORK IN AN AREA SHALL CONSTITUTE THE CONTRACTORS PERMITTED, U.N.O.AND APPROVED BY OWNER. ACCEPTANCE AND UNDERSTANDING ALL NEW AND EXISTING CONDITIONS. THE 11. ANY WOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED. INTERIOR FINISHES SITE ACCESSIBILITY ARCHITECT AND OWNER WILL NOT BE RESPONSIBLE FOR CORRECTIVE MEASURES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AT EXIT CORRIDOR. NECESSARY AS A RESULT OF THE CONTRACTORS FAILURE TO COORDINATE THE WORK. 12. G.C. RESPONSIBLE FOR COORDINATION OF ALL OWNER PROVIDED VENDORS FOR ENTRANCES SHALL BE PART OF AN ACCESSIBLE ROUTE. SUCH ENTRANCES SHALL BE 10. COORDINATE PROPER STORAGE OF BUILDING MATERIALS ON SITE WITH THE OWNER'S DELIVERY INCLUDING, RETURN OF ANY EXCESS MATERIALS. CONNECTED BY AN ACCESSIBLE ROUTE TO PUBLIC TRANSPORTATION STOPS,TO G 11 it FA R I REPRESENTATIVE TO AVOID DISRUPTION OF THE OWNER'S ACTIVITIES WITHIN THE ACCESSIBLE PARKING AND PASSENGER LOADING ZONES,AND TO PUBLIC STREETS OR BUILDING AND TO MAINTAIN PROPER ACCESS TO ALL REQUIRED MEANS OF EGRESS. DRAWINGS SIDEWALKS IF AVAILABLE. THEY SHALL ALSO BE CONNECTED BY AN ACCESSIBLE ROUTE TO 11. ALL DOORS LEADING TO EXITS SHALL BE OPERABLE WITHOUT KEY OR ANY SPECIAL ALL ACCESSIBLE SPACES OR ELEMENTS WITHIN A BUILDING OR FACILITY. ACCESSIBLE KNOWLEDGE AND SHALL BE PROPERLY IDENTIFIED AS SUCH. 1. ALL CONTRACTORS, SUBCONTRACTORS,VENDORS AND MATERIAL SUPPLIERS SHALL BE ROUTES SHALL BE LOCATED SO THAT USERS ARE NOT REQUIRED TO WHEEL OR WALK 89 MONROE CENTER 12. PROVIDE TEMPORARY, PORTABLE FIRE EXTINGUISHERS AS REQUIRED BY THE BUILDING RESPONSIBLE FOR REVIEWING THE COMPLETE SET OF DOCUMENTS AS SHOWN IN THE BEHIND PARKED VEHICLES (EXCEPT THE ONE THEY OPERATE OR IN WHICH THEY ARE A SUITE 400 CODE, INTERNATIONAL FIRE CODE OR LOCAL AUTHORITY HAVING JURISDICTION OVER SHEET INDEX. FAILURE TO REVIEW CONSTRUCTION DOCUMENTS WILL NOT RELIEVE ANY PASSENGER)OR IN TRAFFIC LANES. REFER TO CIVIL ENGINEER'S AND/OR LANDSCAPE GRAND RAPIDS, MI 49503 USA THE PROJECT. CONTRACTORS, SUBCONTRACTORS,VENDORS OR MATERIAL SUPPLIERS FROM ARCHITECT'S DRAWINGS FOR ALL SITE ACCESSIBLE FEATURES. 13. NO SUBSTITUTIONS FOR ITEMS SPECIFIED WILL BE ACCEPTED WITHOUT PRIOR WRITTEN PERFORMING WORK OR PROVIDING MATERIALS REQUIRED FOR THE COMPLETION OF TEL +1.616.771.0909 APPROVAL OF THE ARCHITECT AND OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THIS PROJECT AS DEFINED WITHIN THE DOCUMENTS AT TIME OF BID. ACCESSIBLE ROUTE www.ghafari.com SUPPLYING SAMPLES OR PRODUCT INFORMATION AS NECESSARY TO EVALUATE THE 2. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS. ANY PROPOSED SUBSTITUTION IN A TIMELY MANNER SO AS NOT TO PRECLUDE THE DISCREPANCIES SHALL BE BROUGHT TO THE OWNER'S ATTENTION(VERBALLY& AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES, PROCUREMENT OF THE ORIGINALLY SPECIFIED PRODUCT. DOCUMENTED IN WRITING) BEFORE PROCEEDING WITH WORK. ELEMENTS AND SPACES THAT ARE ON THE SAME SITE. THE MINIMUM CLEAR WIDTH OF AN 14. THE CONTRACTOR SHALL PROVIDE A FIELD SUPERVISOR FOR THE PROJECT AND SHALL 3, SHOULD A CONFLICT EXIST BETWEEN THE CONSTRUCTION DOCUMENTS AND/OR THE ACCESSIBLE ROUTE SHALL BE 36"EXCEPT AT DOORS. AN ACCESSIBLE ROUTE WITH A SUPPLY CONTACT INFORMATION TO THE OWNER. SPECIFICATIONS THE OWNER'S REPRESENTATIVE SHALL BE INFORMED(VERBALLY& RUNNING SLOPE GREATER THAN 1:20 IS A RAMP. NOWHERE SHALL THE CROSS SLOPE OF AN - 15. PROTECT ALL AREAS AND NEW AND EXISTING MATERIALS AND FINISHES FROM DAMAGE DOCUMENTED IN WRITING)OF THIS DISCREPANCY IMMEDIATELY,AT WHICH TIME ACCESSIBLE ROUTE EXCEED 1:50. IF AN ACCESSIBLE ROUTE HAS CHANGES IN LEVEL THAT MAY OCCUR FROM CONSTRUCTION, DIRT, DUST,WATER, ETC. ANY DAMAGE OWNER'S REPRESENTATIVE SHALL PROVIDE DIRECTION AS TO HOW TO PROCEED. GREATER THAN 1/2", THEN A CURB RAMP, RAMP, OR ELEVATOR SHALL BE PROVIDED. AN RESULTING FROM CONSTRUCTION OPERATIONS OR IMPROPER PROTECTION SHALL BE 4. INSPECT SITE AND VERIFY FIELD DIMENSIONS BEFORE COMMENCING WITH ACCESSIBLE ROUTE DOES NOT INCLUDE STAIRS OR STEPS.ACCESSIBLE ROUTES SERVING - REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE AND LANDLORD IMMEDIATELY IF ANY ACCESSIBLE SPACE OR ELEMENT SHALL ALSO SERVE AS A MEANS OF EGRESS FOR 16. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MEANS AND BARRIERS TO PROTECT THERE ARE ANY DISCREPANCIES. EMERGENCIES. ACCESSIBLE ENTRANCES AND EXITS MUST BE PROVIDED IN A NUMBER AND THE PROJECT SITE AND THE PUBLIC AS REQUIRED BY APPLICABLE LOCAL, STATE AND 5. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED AT LOCATIONS AT LEAST EQUIVALENT TO THE TOTAL NUMBER AND LOCATIONS OF EXITS NATIONAL CODES AND REGULATIONS. DRAWINGS. REQUIRED BY THE APPLICABLE BUILDING/FIRE CODES, INCLUDING ACCESSIBLE ROUTES. 17. PROTECT INSTALLED FIRE ALARM AND FIRE PROTECTION SPRINKLER SYSTEMS FROM 6. ARCHITECTURAL DRAWINGS TAKE PRECEDENCE OVER OTHER DRAWINGS FOR LAYOUT DAMAGE DURING CONSTRUCTION. MAINTAIN SYSTEMS OPERATIONAL UNLESS REQUIRED DIMENSIONS AND NUMBER OF ITEMS PROVIDED. UPON DISCOVERY OF DISCREPANCIES CONTROLS: OTHERWISE BY NEW WORK. NOTIFY THE OWNER OF TIMES WHEN FIRE PROTECTION BETWEEN ARCHITECTURAL DRAWINGS AND ENGINEERING DRAWINGS, OWNER SHALL BE REGISTRATION SEAL SYSTEMS WILL NOT BE ACTIVE. IMMEDIATELY NOTIFIED IN WRITING. 1. ELECTRICAL OUTLETS SHALL BE 15"MIN. HIGH AFF TO CENTERLINE OF LOWEST OUTLET 18. COMPLY WITH THE SMOKE DEVELOPED AND FLAME SPREAD RATINGS AS INDICATED ON 7. IF ANY ERRORS OR OMISSIONS APPEARS IN CONTRACT DOCUMENTS CONTRACTOR AND KITCHEN COUNTERTOP OUTLETS SHALL BE 46"MAX. TO CENTERLINE OF HIGHEST THE DRAWINGS. IN ABSENCE OF DEFINED RATINGS, PRODUCTS SHALL COMPLY WITH SHALL NOTIFY OWNER IN WRITING OF SUCH ERRORS OR OMISSIONS. OUTLET. CLASS A REQUIREMENTS. 8. DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CMU, CONCRETE COLUMNS OR GRID 2. IN U-SHAPED OR L-SHAPED KITCHENS, COUNTERTOPS OUTLETS TO BE MINIMUM 36" 19. COORDINATE THE INSTALLATION OF WORK PROVIDED BY THE OWNER. LINES AND FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED OR DETAILED. FROM INSIDE CORNER(MINIMUM ONE LEG). /�� 20. ALL WORK IN THIS PROJECT SHALL BE WARRANTED AGAINST ANY DEFECT IN MATERIALS CABINET OPENING DIMENSIONS ARE TO FACE OF FINISH GYP. BD. 3. THERMOSTAT SHALL BE MOUNTED 48"MAX. HIGH TO HIGHEST CONTROLS,WHICH MAY BE 4 `" ''�! OR WORKMANSHIP FOR A PERIOD OF ONE YEAR COMMENCING AT THE DATE OF 9. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS,VERIFY ALL DIMENSIONS AND FIELD ON TOP. 4 SUBSTANTIAL COMPLETION, UNLESS A LONGER PERIOD IS SPECIFIED IN THE CONDITIONS AND CONFIRM WORK IS BUILDABLE AS SHOWN. ANY CONFLICTS OR 4. ANY OTHER ENVIRONMENTAL CONTROLS SUCH AS PULL-CORDS AT CEILING FANS SHALL CONSTRUCTION DOCUMENTS. ANY DEFECTIVE MATERIAL OR WORKMANSHIP SHALL BE OMISSIONS, ETC. SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/OWNER FOR BE LOCATED WITHIN 48"MAX. HIGH REACH RANGE. RAYMOND REPAIRED OR REPLACED AT NO COST TO THE OWNER. CLARIFICATION PRIOR TO PERFORMANCE OF ANY WORK IN QUESTION. S. CLARK 21. PROVIDE TWO COPIES OF MARKED UP AS-BUILT DRAWINGS TO THE OWNER AT THE 10. COLUMN CENTER LINE(OR GRID LINES)ARE SHOWN FOR DIMENSIONS. VERIFY EXACT GRAB BARS: CONCLUSION OF THE PROJECT ALONG WITH COPIES OF ALL WARRANTIES AND LOCATIONS IN FIELD. O 4583 i. OPERATING MANUALS. 11. OWNER'S REPRESENTATIVE AND TENANT ARE THE SAME FOR PURPOSES OF THESE WHEN INSTALLED, GRAB BARS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE 22. REMOVE ALL RUBBISH AND WASTE MATERIALS ON A DAILY BASIS TO PREVENT THE DRAWINGS. DIAMETER OF 1 1/4"MIN.AND 2"MAX. s;i%�,f i -- fic� - " '- ACCUMULATION OF DIRT OR DEBRIS. PROVIDE FINAL CLEANING AT THE END OF THE NO " \ -, PROJECT. /� (t a 23. THE CONSTRUCTION DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS BUILDING ENVELOPE U �V\ OF SERVICE OF THE ARCHITECT AND REMAIN THE PROPERTY OF THE ARCHITECT AND FIRE AND SMOKE RATED ASSEMBLIES SHALL NOT BE USED WITHOUT HIS EXPRESSED CONSENT. 1. ALL OPENINGS, FLASHINGS, COUNTER FLASHINGS,AND EXPANSION JOINTS SHALL BE 1. FIRE AND SMOKE RATED ASSEMBLIES ARE TO BE CONTINUOUS FOR THE ENTIRE LENGTH WATERTIGHT. AND HEIGHT OF THE ASSEMBLY. INSTALL IN FULL ACCORDANCE WITH ALL GENERAL NOTES 2. ALL OPEN JOINTS, PENETRATIONS AND OTHER OPENINGS IN THE BUILDING ENVELOPE REQUIREMENTS PER THE LISTED TEST. REFER TO THE ARCHITECTURAL DRAWINGS AND SHALL BE SEALED, CAULKED, GASKETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE. SPECIFICATIONS FOR CONSTRUCTION DETAILS AND OTHER INFORMATION. REGULATIONS 3. USE ACOUSTICAL SEALANT AROUND ALL PIPES, DUCTS, CONDUIT, OUTLETS, SWITCHES, ETC. ON BOTH SIDES OF CROSSING/PENETRATING WALLS WITH THERMAL AND 2. STRUCTURAL MEMBERS WHICH SUPPORT FIRE RATED WALLS REQUIRE THE SAME FIRE 1. THE CONTRACTOR SHALL HAVE EVIDENCE OF CURRENT WORKER'S COMPENSATION ACOUSTICAL INSULATION. RATING AS THE WALL, UNLESS NOTED OTHERWISE. INSURANCE ON FILE 4. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED AND COORDINATED IN COMPLIANCE WITH LOCAL CODE. WITH THE LANDLORD PRIOR TO CUTTING/CORING. 3. RECESSED CABINETS, PANELS,AND BACK BOXES WHICH ARE LOCATED IN FIRE RATED 2. BEFORE COMMENCING WITH THE WORK,THE G.C.SHALL SHOW EVIDENCE OF ALL THE ASSEMBLIES SHALL BE INSTALLED TO MAINTAIN THE FIRE RATING. INCLUDE INSURANCE REQUIREMENTS. INTUMESCENT FIRE STOP PADS FOR LARGE ITEMS. 3. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL LANDLORD REQUIREMENTS AND SHALL ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE ACTUAL FIELD BE RESPONSIBLE FOR COMPLIANCE WITH SAME. THE CONTRACTOR SHALL INVESTIGATE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER BEFORE PROCEEDING LOCAL CODES AND PROCEDURES AND SHALL COMPLY WITH ALL REQUIREMENTS. WITH ANY WORK. MASONRY 4. SIGN CONTRACTOR TO OBTAIN SIGN PERMITS FROM BUILDING DEPARTMENT AS APPLICABLE. AN IDENTIFYING STICKER MAY BE INSTALLED, PROVIDING IT CANNOT BE GENERAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE SEEN BY PASSERSBY. CONDITIONS AFFECTING THE WORK.ANY ITEMS WHICH ARE NOT COVERED IN THE BID 1. PROVIDE JOINTS IN MASONRY FOR CRACK CONTROL IN ACCORDANCE WITH THE 5. THE CONTRACTOR SHALL CONTACT LANDLORD REPRESENTATIVE BEFORE DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND PROJECT DETAILS AND SPECIFICATIONS AND WHERE INDICATED ON THE DRAWINGS. CONSTRUCTION COMMENCES. QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF 6. ALL CONDUIT, EQUIPMENT AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO I I LATEST SAFETY RULES AND REGULATIONS OF ALL AUTHORITIES AND AGENCIES HAVING MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES METAL JURISDICTION. NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 7. THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK ALL EXITS, ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID EXIT LIGHTING, FIRE PROTECTION DEVICES AND ALARMS IN CONFORMANCE WITH ALL IF GENERAL CONTRACTOR FINDS ANY DISCREPANCY IN DRAWING SET OR DURING FIELD 1. MOLECULAR BREAKDOWN. APPLICABLE CODES AND ORDINANCES. VERIFICATION THE GENERAL CONTRACTOR IS TO CONTACT OWNER'S REPRESENTATIVE VIA 8. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE PHONE(OR EMAIL) PRIOR TO COMMENCEMENT OF ANY FURTHER WORK AFTER REQUIREMENTS. DISCREPANCY HAS BEEN IDENTIFIED. FAILURE TO DO SO PLACES SOLE RESPONSIBILITY ON • 9. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER AND THE G.C. FOR ANY WORK DONE REGARDING THAT MATTER. LOCATIONS AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. A 03/08/19 IDOL REL 02- IFP REV DATE N DOC REL##-DESCRIPTION JOB SITE OPERATIONS FIRE PROTECTION SYSTEMS 1. DURING ALL PHASES OF WORK DO NOT DISTURB THE DELIVERIES AND FUNCTIONS OF 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND ADJACENT AND NEIGHBORING TENANTS. LOCAL CODES AND ORDINANCES IN EFFECT IN THE PROJECT AREA AS WELL AS OTHER PROJECT# 187747 2. EACH CONTRACTOR SHALL LEAVE THE SITE IN A NEAT, CLEAN AND ORDERLY CONDITION REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. d UPON THE COMPLETION OF THEIR WORK ON A DAILY BASIS. AREA OF WORK TO BE 2. THE FIRE PROTECTION SPRINKLER SYSTEM SHALL BE DESIGNED AND PROVIDED BY THE PROJECT MANAGER M. FREDERICK cv DUSTED, SWEPT AND MOPPED TO SAME CONDITION AS START OF WORK. ALL WASTE, FIRE PROTECTION CONTRACTOR AS A DESIGN-BUILD SYSTEM IN ACCORDANCE WITH THE DESIGNED BY M. FREDERICK ` RUBBISH AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE PROMPTLY. THE REQUIREMENTS OF NFPA-13. o G.C. SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL TRASH, INCLUDING 3. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A COMPLETE DRAWN BY N. SMITSON/J. DEFALQUE TRASH GENERATED FROM OWNER FURNISHED ITEMS AND BY OWNER'S CONTRACTORS FUNCTIONING AUTOMATIC FIRE PROTECTION SPRINKLER SYSTEM INCLUDING ALL QUALCHECK M. FREDERICK o FOR THE DURATION OF THE PROJECT. PERMITS, PIPING, HEADS, PUMPS, RISERS, MONITORING DEVICES AND CONNECTIONS, N 3. ALL EXISTING WORK NOT IN THIS SCOPE OF WORK SHALL BE MAINTAINED IN ITS ORIGINAL ETC. SHEET TITLE CONDITION, U.N.O. PROTECT WORK FROM DAMAGE RESULTING FROM THIS WORK. 4. DESIGN DRAWINGS AND CALCULATIONS SHALL BE PREPARED AND SUBMITTED TO THE ;'' 4. REMOVE ALL ABANDONED IMPROVEMENTS, INCLUDING ELECTRICAL AND MECHANICAL, LOCAL FIRE INSPECTOR FOR REVIEW AND APPROVAL AND TO THE ARCHITECT FOR GENERAL NOTES U.N.O. REVIEW AND COORDINATION WITH OTHER BUILDING SYSTEMS. WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION,THE SYSTEM DESIGN SHALL BEAR THE SEAL OF A co ZS PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK. N 0 U) W I- <Q U 0 U) 0 - Q SHEET NUMBER z 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800 0 500' 1000' 0 1000' 2000' 1"=10'-0"■o■■ 1i . 1"=20'-0"�r .rte i 1"=30'-0"_ . 1"=40.-0"imam ■rte 1"=50'_0". �.� � 1"=60'-0"■om onnommem , 1"=80•_0"imm_,Amimmmem 1"=100•_0" �� womminini , 1"=200'_0"� � 1"=400•_0""�� 1 1"=500'-0"� miiiimigie t 1'=1000'-0" limem_____�� 9 , 3 = , , -1 0 "= i - gismo , 34a"=1-0" 16' 32' 0 1' 7 0 1' 7 0 2' 4' 0 2' 4' 0 4 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 'IYz"=1'-0"i �i , 1"-1'-0"iM � I /a 1'-0"i � }¢"=1'-0"� �r� �"_1,_0"�� ,._ , "� � � his-i'_0,.�� „-1'-Q" �"-1'-0"� � fl, ,.-_, DOOR AND FRAME SCHEDULE ALTARya -� - i DOOR PANEL FRAME DETAILS FIREWA / U� r J c � // f/ 1 1 w co w DOOR WIDTH GLAZING DETAIL DETAIL HARDWARE 0 REFER TO 0 REFER TO NUMBER LOCATION 1 PANEL 1 1 PANEL 2 + HEIGHT THICKNESS TYPE MATERIAL FINISH TYPE MATERIAL FINISH TYPE JAMB HEAD RATING SET Comments STAT E (0 SCHEDULE to SCHEDULE 1FIRST FLOOR O / Q / 101 ENTRY 3'-0" 3'-0" 8'-2" 2" FGE WD COP CTG WD STAIN CUSTOM 1/G1.5 2/G1.5 A Cl in CL IX 105A CORRIDOR 3'-0" 7'-0" 1 314" FL HM PNT - HM PNT A 3/G1.5 4/G1.5 - B W9-A w w 105A F.R. LOUNGE 3'-0" 5'-8" 1 3/8" PD WD PNT - WD PNT CUSTOM - - C C2 "' 7YP �c�P 105B F.R. LOUNGE 3'-0" 5'-8" 1 3/8" PD WD PNT - WD PNT (CUSTOM - - - C C2 - I , * 105C F.R. LOUNGE 3'-0" 5'-8" 1 3/8" PD WD PNT - WD PNT I CUSTOM - - - C C2 105D F.R. LOUNGE 3'-0" 5'-8" 1 3/8" PD WD PNT - WD PNT CUSTOM - - - C C2 FG FGE FW FL PDA B 105E F.R. LOUNGE 3'-0" 5'-8" 1 3/8" PD WD PNT - WD PNT CUSTOM - - - C C2 FULL GLASS FULL GLASS ENTRY FLUSH FLUSH PROFILE HALLOW METAL WOOD 105F F.R. LOUNGE 3'-0" 5'-8" 1 3/8" I PD I WD PNT - WD PNT !CUSTOM - - - C RC2 FROSTED TEMP CLEAR TEMP W/WINDOW DOOR 1105G F.R. LOUNGE 3'-0" 5'-8" f 1 3/8" PD WD PNT I - WD PNT CUSTOM - - - C 1C2 GLASS GLASS 106A GO-BACK CLOSET 3'-0" 7'-0" 1 3/4" FG WD PNT FTG WD PNT B 1/G1.5 2/G1.5 - G W9-A WASHINGTON SQUARE 106B CORRIDOR 3'-0" 7'-0" 1 3/4" FL HM PNT - HM PNT A 3/G1.5 4/G1.5 - B W9-A 9345 SW WASHINGTON SQUARE RD 1109 TOILET ROOM 3'-0" 7'-0" 1 3/4" FL HM PNT - HM PNT 1 A 3/G1.5 I 4/G1.5 - D W9-A SPACE NO. T-13 1110 TOILET ROOM 3'-0" 7'-0" ( 1 3/4" FL HM PNT - HM PNT A 3/G1.5 4/G1.5 - D 1 W9-A TIGARD, OREGON 97223 DOOR PANEL TYPES DOOR FRAME TYPES 1112 OFFICE 3'-0" 7'-0" 1 3/4" FL I HM PNT - HM PNT A 3/G1.5 4/G1.5 - E IW9-A SCALE: 1/4"= 1,-0" SCALE: 1/4"= 1'-0" 113 EXTERIOR ENTRY 3'- 10" 3'- 10" 11'-4" 1 3/4" FGE ALUM COP CTG ALUM COP A - - - I Cl 117A HOLD CLOSET 2'-0" 7'-0" 1 3/4" I FL WD NW - WD NW CUSTOM 6/G1.5 7/G1.6 - H C4 117B HOLD CLOSET 2'-0" 7'-0" I 1 3/4" I FL WD NW - WD NW CUSTOM 6/G1.5 I 7/G1.6 - H C4 WOOD PLANKS OVERHEADER FY RT ---�---- 201COND FLOOR NON-SALES 3' 0" 3' 0 7'-0 1 3/4" EX EX PNT - EX PNT A EX EX I F C3,W9-A 112"F.R.T. PLYWOOD, - . MFGR _ SEE SCHEDULE. ,$ *, HEADER BY LT :11-1i7----- 5/8"GYP. BD. OVER 7r-, MFGG H A FA R I R `: � METAL STUD �- ,, DOOR SCHEDULE /NOTES ! HARDWARE G.C.TO SHIM AS -/ FRAMING REQUIRED 1. HARDWARE SET 89 MONROE CENTER NN 11__.,_1• iv 4 DOOR AND FRAME SCHEDULE... SUITE 400 ''.• A. INTERIOR ENTRY DOORS-DOORS AND HARDWARE PROVIDED BY MANUFACTURER AND INSTALLED BY G.C. (U.N.O.) GRAND RAPIDS, MI 49503 USA 1NI�+ -� �� ABBREVIATION I DESCRIPTION LOCKSET: (2)KEYED CYLINDERS WITH EXIT INDICATOR ATTACHED HEAD WI H.M. FRAME SIZE TO SUIT TEL+1.616.771.0909 THICKNESS, REFER ALUM ALUMINUM \TO METAL SCREWSWALL @ (2)#8 x 2"LONG WOODTO SCHEDULE ANOD ANODIZED B. SALES/NON-SALES DOOR-UNFINISHED DOOR, FRAME AND HARDWARE SUPPLIED-INSTALLED AND FINISHED BY G.C. - www.ghafari.com DOOR PANEL, REFER �,,.\ 16"O.C. COP FINISH TO MATCH BHMA COPPER HARDWARE: (3) HINGES, STANLEY F179-US106 DARK BRONZE TO SCHEDULE � NN, DOOR PANEL, REFER EXIST EXISTING PULL PLATE: (1)IVES NO:8200 3.5"X 15",FINISH DARK BRONZE ___......tiAn_.1 DOOR TO SCHEDULE FF FACTORY FINISH PUSH PLATE: {1}IVES NO: 8302-6 3.5"X 15", FINISH DARK BRONZE MAGNETIC CATCH STOP/HOLDER FRP FIBERGLASS REINFORCED PLASTIC KICKPLATE:(1)IVES 8400 US10B DARK BRONZE-10"X 34"(AS REQUIRED) GL GLASS DOOR HOLDER: (1) IVES FS446 BLIND DOOR HEAD DETAIL 4 HOLLOW METAL HEAD DETAIL HM I HOLLOW METAL DOOR CHIME: (1) EZ-TONE DC-1 NW NATURAL WOOD FINISH CLOSER: (1)RUSSWIN DC3210-M822(MOUNT ON NON-SALES SIDE OF DOOR) SCALE: 1 1/2"= l'-0" SCALE: 1 1/2"= 1'-0" PNT PAINT C. FITTING ROOM DOOR: DOOR AND HARDWARE SUPPLIED BY OWNER VENDOR, INSTALLED BY G.C. STL STEEL HARDWARE: (3)HINGES, EMTECK 3.5"X 3.5", MEDIUM BRONZE HINGES STN STAIN PRIVACY LOCKSET: EMTEK, DURANGO LEVER, BRONZE#1 ROSETTE, MEDIUM BRONZE PATINA "ZIP STRIP"CORNER BEVEL DOOR EDGE WD WOOD D. TOILET ROOM DOOR: UNFINISHED DOOR, FRAME AND HARDWARE-SUPPLIED, INSTALLED AND FINISHED BY G.C. 1 3/4"SOLID CORE BEAD-PUSH AGAINST HARDWARE: (3)HINGES, STANLEY F179-26D REGISTRATION SEAL WOOD DOOR JAMB DOOR PANEL, REFER PRIVACY LOCKSET: (1)BEST 9K(L)F76 626 SATIN CHROMIUM ' TO SCHEDULE H.M. FRAME SIZE TO DOOR STOP: IVES 402-26D WOOD OVER 1/2"F.R.T. SUIT WALL THICKNESS, MAGNETIC CATCH PLYWOOD PROVIDE DOOR CLOSER: (TOILET/JANITOR-INSIDE FACE), RUSSWIN DC3210-M82-689 \ , SILENCERS \ Z REFER TO SCHEDULE KICKPLATE:ST STL, IVES 8400-B26D 10"X 24" f } 1 i )} , , ,- __ E. OFFICE DOOR: UNFINISHED DOOR, FRAME AND HARDWARE-SUPPLIED, INSTALLED AND FINISHED BY G.C.THRESHOLD, HARDWARE: (3) HINGES, STANLEY F179-26D REFER TOKEYED CYLINDER: BEST COMMERCIAL LOCKSET W/UNIVERSAL, INTERCHANGEABLE CORE, KEYED TO MATCH ENTRY.ENTRANCE LOCKSET: BEST 9K AB 15D 626 ATIN CHROMIUM RAYMO SCHEDULEDOOR STOP: IVES 402-26D37 S S.OLAFZI{ATTACH W!(2}R j( \ 3 5/8"METAL STUD- H.M. FRAME DOUBLE JAMB CLOSER: (INSIDE FACE), RUSSWIN DC3210-M82-689OF#10 x 3"LONG WOOD 2-0 318"/ SECURE TO FLOOR ANCHORS(3) 4,21 STUDS&2x NAILER KICKPLATE: ST STL, IVES 8400-B26D 10"X 34" 0 4583 /. SCREWS, STAGGER / SLAB AND HEADER PER JAMB DOOR TO HAVE(2) 8X10 GLASS LITES @ 66"AFF TO CENTERLINE OF WINDOWS. •,,� � y,'� to / �1 ROWS AT 12"O.C. 2'-2 1/8" r,/• i--,� N©� -'' ,' F. SERVICE DOOR: UNFINISHED DOOR, FRAME AND HARDWARE SUPPLIED-INSTALLED AND FINISHED BY G.C. '� �: R.O. HARDWARE: (3)HINGES, STANLEY F179-26D OF is PANIC RELEASE!ALARM LOCK: DETEX CALUE SERIES V40xEBx711 L�l' DOOR PANEL, REFER PEEP HOLE: IVES U698 B26D, INSTALLED AT 4'-6"A.F.F. (:61) BLIND DOOR JAMB DETAIL HOLLOW METAL JAMB DETAIL TO SCHEDULE 3/4"WOOD FRAME CLOSER: (TOILET/JANITOR-INSIDE FACE), RUSSWIN DC3210-M82-689 SCALE: 1 1/2"= 1' " SCALE: 1 1/2"= 1'-0" PROVIDE DOOR KICKPLATE:ST STL, IVES 8400-B26D 10"X 34" -0 SILENCERS \ ,..„, DOOR STOP: IVES 402-26D DOOR PULL: DETEX CALUE SERIES 03A, FINISH 689 .4 KEYED CYLINDER: BEST COMMERICAL LOCKSET W/UNIVERSAL, INTERCHANGEABLE CORE(TO INCLUDE 2 MASTER X741k7.--..,,L, -'r--1 KEYS AND 2 MANAGER KEYS). KEYED TO MATCH ENTRY. • LT GA HEADER& THRESHOLD, DELIVERY BUZZER: EZ TONE DC-1 W/PUSH BUTTON AT 48"A.F.F. f' 2x NAILER REFER TO SCHEDULE WOOD CASING 1 G. STORAGE ROOM DOOR: DOORS AND HARDWARE SUPPLIED BY OWNER VENDOR-INSTALLED BY G.C. AS SCHEDULED 1/2"x 1"WOOD ~'` DOUBLE JAMB HARDWARE: (3)HINGES, EMTECK 3.5"X 3.5", MEDIUM BRONZE STOPS STUDS&2x NAILER LOCKSET: EMTECK, DURANGO KEY IN LEVER 5104, BRONZE#1 ROSETTE, MEDIUM BRONZE PATINA 3/4"WOOD FRAME ---- .1 DOOR STOP: IVES 402-US10B DARK BRONZE MAGNETICWOOD CASING AS ..----- CATCH SCHEDULED H. BLIND DOOR: UNFINISHED DOOR, FRAME AND HARDWARE SUPPLIED-INSTALLED AND FINISHED BY G.C.WITH OWNER L J 1/2"x 1"WOOD STOPS WOOD CASING, PM ON DOOR FINISH / LINE OF DOOR REFER TO SCHEDULE HARDWARE: (3) EMTECK 3.5"X3.5",SQUARE CORNER, HEAVY DUTY, MEDIUM BRONZE PATINA FINISH (MB). �/' JAMB BEYOND MAGNETIC CATCH: (2) IVES 327 SUPER-MITE HEAVY DUTY MAGNETIC CATCH, FINISH A92 PROVIDE R VIDE DOOR S OR " - DOOR TOPANEL, REFER SCHEDULE WOOD DOOR JAMB DETAIL DOOR PULL: EMTEK, DURANGO LEVER, BRONZE#1 ROSETTE, MEDIUM BRONZE PATINA SCALE: 1 112"= 1,-0" I. EXTERIOR ENTRY DOORS: DOORS AND HAARDWARE PROVIDED BY MANUFACTURER AND INSTALLED BY G.C. (U.N.O.) CLOSER: (2) DORMA RTS88 105 BFE OVERHEAD CONCEALED CLOSER. BLIND DOOR SILL DETAIL0 WOOD DOOR HEAD DETAIL LOCKSET: LOCK NG HARDWARE TO BE PROVIDED BY VENDOR. SCALE: 1 112"= 1'-0" SCALE: 1 1/2"= 1'-0" STRIKE: (4)IVES DPI DUSTPROOF STRICE DOOR AND FRAME GENERAL NOTES KEYED CYLINDER: (2) M-1 BEST 7-PIN W/CONSTRUCTION CORE, US10B. THUMBTURN (2)FALCON#716ITK2-605, FINISH US10B. A. ALL DOORS TO BE 1-3/4"THICK UNLESS NOTED OTHERWISE. THRESHOLD(1)HALF SADDLE THRESHOLD, 1/2"X 5", DARK BRONZE ANODIZED ALUMINUM. B. ALL WOOD DOORS TO BE PINE WITH BIRCH VENEER. SWEEP WEATHERING: REFER TO MANUFACTURER'S DRAWINGS. DOOR HARDWARE GENERAL NOTES C. ALL INTERIOR HOLLOW METAL DOORS TO BE 18 GA. ALL EXTERIOR HOLLOW METAL DOORS TO STOP WEATHERING: REFER TO MANUFACTURER'S DRAWINGS. BE 16 GA&GALVANIZED. GLASS: 1"INSULATED UNIT. A 03/08/19 DOC REL 02-IFP 1. PROVIDE ALL HARDWARE SPECIFIED OR REQUIRED TO MAKE DOORS FULLY FUNCTIONAL, COMPLIANT WITH APPLICABLE CODES,AND SECURE TO THE D. ALL INTERIOR HOLLOW METAL FRAMES TO BE 18 GA. ALL EXTERIOR HOLLOW METAL FRAMES REV DATE DOC REL##-DESCRIPTION EXTENT INDICATED. TO BE 16 GA&GALVANIZED. 2. HARDWARE DESCRIPTIONS ARE PROVIDED FOR OPERATIONAL INTENT, IF THE HARDWARE SUPPLIER OR CONTRACTOR FIND ANY DISCREPANCIES E. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFIED a. NOTE: G.C.TO INSTALL DOOR FACE SO THAT CAP BETWEEN WALL FINISH MATERIALS IS NO GREATER THAN 1/16" RELATING TO FUNCTION OR CODE IMPLICATIONS, PLEASE NOTIFY THE ARCHITECT IMMEDIATELY OR PROVIDE INFORMATION IN SUBMITTALS. QUALITY STANDARD. INSTALL FIRE-RATED WOOD DOORS IN ACCORDANCE WITH NFPA 80 AND CAP AT BOTTOM NO MORE THAN 3/8" PROVIDE ALL ITEMS OF A SINGLE TYPE OF THE SAME MODEL BY THE SAME MANUFACTURER. REQUIREMENTS. b. REFER TO DETAILS ON THIS SHEET. PROJECT# 187747 3. PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING: F. FACTORY-FINISHED DOORS: DO NOT FIELD CUT OR TRIM; IF FIT OR CLEARANCE IS NOT Q a. APPLICABLE PROVISIONS OF FEDERAL, STATE,AND LOCAL CODES. CORRECT, REPLACE DOOR. NOTES: PROJECT MANAGER M. FREDERICK a, b. FIRE-RATED DOORS: NFPA 80. G. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF 3/4 INCH (19 MM). TRIM c. PRODUCTS REQUIRING ELECTRICAL CONNECTION SHALL BE LISTED AND CLASSIFIED BY UL AS SUITABLE FOR THE PURPOSE SPECIFIED AND FIRE DOOR HEIGHT AT BOTTOM EDGE ONLY, IN ACCORDANCE WITH FIRE RATING 1. DOORS SHALL BE OPERABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE DESIGNED BY M. FREDERICK cii lz, INDICATED. REQUIREMENTS. SPACE IS OCCUPIED. DRAWN BY J. CHEDID 0 4. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLICABLE CODES. H. USE MACHINE TOOLS TO CUT OR DRILL FOR HARDWARE. PRE-DRILL PILOT HOLES FOR SCREWS 2. G.C.TO FURNISH ALL FINISH HARDWARE{U.N.O., NOT SUPPLIED BY OWNER, BUT NOT LIMITED TO, HINGES, LOCKSETS, r' 5. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. REQUIRED TO ATTACH MORTISE HINGES AND OTHER SURFACE HARDWARE TO WOOD DOORS. CLOSURES, STOPS,THRESHOLDS, SILENCERS, WEATHER-STRIPPING, CYLINDERS MASTER-KEYED, PUSHES, PULLS, KICK QUALCHECK M. FREDERICK O 6. INSTALL HARDWARE ON FIRE-RATED DOORS AND FRAMES IN ACCORDANCE WITH CODE AND NFPA 80. I. COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF FRAMES AND HARDWARE. PLATES, ETC, U.N.O. SHEET TITLE M 7. MOUNTING HEIGHTS FOR HARDWARE FROM FINISHED FLOOR TO CENTER LINE OF HARDWARE ITEM: FOR STEEL DOORS AND FRAMES: COMPLY WITH DHI J. COORDINATE INSTALLATION OF GLAZING. 3. FOR FIRE RATED OPENINGS-PROVIDE UL TESTED AND LISTED HARDWARE-ALL HARDWARE SHALL COMPLY WITH ADA "RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE FOR STEEL DOORS AND FRAMES." K. BEFORE INSTALLING FACTORY-FINISHED DOORS, RESTORE FINISH AT DOOR EDGES CUT GUIDELINES. 8. ADJUST HARDWARE FOR SMOOTH OPERATION. DURING FIELD FITTING. 4. SIZE AND MOUNT UNITS TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR THE EXPOSURE CONDITION. DOOR SCHEDULE AN D 9. IF A DOOR SWINGS AGAINST A WALL; IF NOTHING IS LISTED, PROVIDE A WALL STOP OR ADD INTEGRAL STOP TO THE CLOSER. L. PROTECT INSTALLED WORK. REINFORCE THE SUBSTRATE AS RECOMMENDED. 0 10. ELECTRICALLY OPERATED AND/OR CONTROLLED HARDWARE: PROVIDE ALL POWER SUPPLIES, POWER TRANSFER HINGES, RELAYS,AND INTERFACES M. COAT INSIDE OF METAL FRAMES TO BE INSTALLED IN MASONRY OR TO BE GROUTED,WITH 5. INSTALL EACH HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. KEYING TO BE AS DIRECTED BY DETAILS REQUIRED FOR PROPER OPERATION; PROVIDE WIRING BETWEEN HARDWARE AND CONTROL COMPONENTS AND TO BUILDING POWER CONNECTION. BITUMINOUS COATING, PRIOR TO INSTALLATION. OWNER'S INSTRUCTION. PROVIDE KEYS IN QUANTITIES TO BE ESTABLISHED BY OWNER. © 11. BOXED POWER SUPPLIES: MODULAR UNIT IN NEMA ICS 6,TYPE 4 ENCLOSURE; FILTERED AND REGULATED;VOLTAGE RATING AND TYPE MATCHING N. GROUT FOR FRAMES: PORTLAND CEMENT GROUT OF MAXIMUM 4-INCH SLUMP FOR HAND 6. ALL HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34"TO 44"A.F.F.AND SHALL BE co REQUIREMENTS OF DOOR HARDWARE SERVED;AND LISTED AND LABELED FOR USE WITH FIRE ALARM SYSTEMS. TROWELING;THINNER PUMPABLE GROUT IS PROHIBITED. OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WITHOUT MEANS OF TIGHT GRASPING, PINCHING,OR Lu 12. BOXED POWER SUPPLIES: LOCATE POWER SUPPLIES AS INDICATED OR, IF NOT INDICATED,ABOVE ACCESSIBLE CEILINGS OR IN EQUIPMENT ROOM. 0. SILENCERS: RESILIENT RUBBER, FITTED INTO DRILLED HOLE; 3 ON STRIKE SIDE OF SINGLE TWISTING OR THE WRIST. 0 VERIFY LOCATION WITH ARCHITECT. DOOR, 3 ON CENTER MULLION OF PAIRS,AND 2 ON HEAD OF PAIRS WITHOUT CENTER 7. (C1)REFER TO SHEET A8.0 AND A8.4, CLEAR TEMPERED GLASS AND COPPER CLAD WOOD DOORS . HARDWARE TO BE O a. CONFIGURATION: PROVIDE ONE POWER SUPPLY FOR EACH DOOR OPENING. MULLIONS. PROVIDED BY MANUFACTURER AND INSTALLED BY G.C. U) b. CONFIGURATION: PROVIDE THE LEAST NUMBER OF POWER SUPPLIES REQUIRED TO ADEQUATELY SERVE DOORS WITH ELECTRIFIED DOOR P. TEMPORARY FRAME SPREADERS: PROVIDE FOR ALL FACTORY-OR SHOP-ASSEMBLED FRAMES. 8. (C2)SPECIALTY FINISH DOOR - ¢ HARDWARE. Q. ALL EXTERIOR STEEL DOORS SHALL BE GALVANIZED WITH MANUF'S STANDARD COATING 9. (C3)STORE SIGNAGE WILL BE INSTALLED ON THE EXTERIOR OF THE DOOR BY G.C.AT 66"A.F.F., OR AT HEIGHT REQUIRED rr .5 13. AUTOMATIC OPERATORS: AUTOMATIC DOOR OPERATORS,ACTUATOR SWITCHES AND RELATED LOW VOLTAGE HARDWARE ITEMS TO BE PROVIDED AND THICKNESS AND INSULATED(POLYSTYRENE CORE) BY LANDLORD. Gl LL INSTALLED BY THE HARDWARE SUPPLIER FOR A COMPLETE AND FUNCTIONAL SYSTEM AS DESCRIBED IN THE HARDWARE SETS WHERE THEY OCCUR. R. ALL ALUMINUM FRAMES SHALL BE THERMALLY BROKEN. 10. (C4)FINISH MATERIAL TO MATCH ADJACENT WALL SURFACE ON PUBLICLY VISIBLE SIDE AND ALIGN WITH ADJACENT WALL SHEET NUMBER Q 120V POWER SUPPLY TO THE OPENINGS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR AS SHOWN ON THE DRAWINGS. S. ALL FIRE RATED DOORS SHALL HAVE A CLOSER. FINISH FACE. SEE FINISH PLANS AND ELEVATIONS FOR FINISH TYPE. 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200 400' 0 400 800' 0 500' 1000' 0 1000' 2000' 1,=10'-0"IN 1"=20'_0.�A�___ . 1"=30'.0"Iir-maim I 1"'40'-0"mom iimmiir I 1"=50'-0"urim..-�A , 1"=60-0"iimm-._maimminp , 1„=80'-0"mini iiiiiiiit , 1"=100_0"i` I 1""200'4.-r , 1"=400'_0"immum 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16 0 16' 32' 0 16' 32' 1)6"=1,-0" L 1"=1,-0„aria Min , 3/4"=1'-0"rrrrrI S.=1`-0" rrri %"=1,_0„ , Y4'.=V-0"1111111111111 1 Y18.•=1.-Cr 14„=1,-0"r•10 , 2"=1'4)"1/r v Y6'=1'41"ii MINIMININIII 1./$" * ,8„ © © o © r77.7. A LTA R ' I I ,, UNDERSIDE OF DECK • • (2)#8 SCREWS @ 16 O.C. METAL STUD, REFER TO MAX OR(2) SCREWS PER WALL TYPE SCHEDULE f - • SIDE MINIMUM .::::-,...'_,:k ' „' ,� STATE � � r 411.'" 411['-::4. :1-- "• TYPICAL CONTINUOUS SEALANT 16 GA(MIN)ANGLE .• Ai I , ‘: i / r—i BRACKET - d 13 < METAL STUD, REFER TO /7 ... _ _ WALL TYPE SCHEDULE ~� d• - •- '- ' " • - •' - _- ,71------...........„...._,:: �� /.-- 5/8"GYPSUM BOARD, ... ,... . .,„. . (S •,,,. . REFER TO WALL TYPE ri-A-----'" ---„Lr_. ` : SCHEDULE - - 5/8 GYPSUM BOARD, REFER TO WALL TYPE #8 SCREWS @ 16"O.C. - SCHEDULE SIDE M NIMUM AS MAX. OR(2) S PER © - -.,� 3El n APPLICABLE. PLYWOOD BLOCKING F WASHINGTON SQUARE BETWEEN STUDS �--,, �� -.,.. YYY 9345 SW WASHINGTON SQUARE RD 2 - SPACE NO. T-13 TIGARD, OREGON 97223 TYPICAL WALL HEAD IN-WALL BLOCKING DETAIL - WALL TYPE GENERAL NOTES DESIGN NO. U465 SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" . A. REFER TO ARCHITECTURAL PLAN FOR WALL TYPES DESIGNATIONS AND HEIGHTS. 1. • FLOOR AND CEILING RUNNER-(NOT SHOWN)-25 MSG(MIN.)GALV. STEEL 1"HIGH, B. REFER TO FRAMING SCHEDULE FOR ALL METAL STUD FRAMING. RETURN LEGS 2 1/2"WIDE(MIN.),ATTACHED TO FLOOR AND CEILING WITH C. IF POWER ACTUATED FASTENERS ARE NOT ALLOWED BY LOCAL CODE, THEN FASTENERS 24"O.C. REPLACE WITH 1/4"DIA HILTI TWIK HUS-EZ CONCRETE SCREWS AND EMBED 2". 1A. • AS AN ALTERNATE TO ITEM 1 CEILING RUNNER(BEARING THE UL CLASSIFICATION D. REFER TO STUD MATRIX ON Al2.1 MARKING)-25 MSG MIN. GALV. STEEL,WIDTH TO ACCOMMODATE STUD,WITH 3" IOR 4"LEGS-OFFSET MIDPOINT 1 1/4"TO ACCOMMODATE WALL CLADDING - THICKNESS,ATTACHED TO CEILING WITH FALTERERS SPACED 24"O.C.THE WALL FA R I :...• CLADDING SHALL OVERLAP WALLBOARD 1 1/4"MIN. FIRE TRACK CORP. G H UNDERSIDE OF DECK 2. • STEEL STUDS- 2 1/2"WIDE(MIN.), 1 1/4"LEGS, 3/8"RETURN, FORMED OF 25 MSG (MIN.)GALV. STEEL MAX. STUD SPACING 24"O.C. 89 MONROE CENTER FIRE CAULK(PAINTABLE) 3. • BATTS AND BLANKETS(BEARING THE UL CLASSIFICATION MARKING)-(OPTIONAL)- SUITE 400 EACH SIDE, CONT,AT MINERAL WOOD OR GLASS FIBER BATTS PARTIALLY OR COMPLETELY FILLING PERIMETER AT FIRE STUD CAVITY. SEE BATTS AND BLANKETS(BZJZ)CATEGORY FOR NAMES OF GRAND RAPIDS, MI 49503 USA RATED• PARTITIONS MANUFACTURERS. TEL +1.616.771.0909 4. • WALL BOARD, GYP.(BEARING THE UL CLASSIFICATION MARKING)-5/8"THICK,4 FT www.ghafari.com _:,;"-: /\/ WIDE,ATTACHED TO STUDS AND FLOOR AND CEILING TRACK WITH 1"LONG TYPE 2 SELF-TAPPING STEEL SCREWS SPACED 8"O.C.ALONG EDGES OF BOARD,AND 12" METAL STUD, REFER TO O.C. IN THE FIELD OF THE BOARD.WHEN ORIENTED VERTICALLY AND STAGGERED UNDERSIDE OF DECK WALL TYPE SCHEDULE ON OPPOSITE SIDES OF THE ASSEMBLY.WHEN ATTACHED TO ITEM 6(FURRING ,� 18 GA VERTICAL SLOTTED SLIP-TRACK 5/8"-- * ( 8" CHANNELS),WALLBOARD IS SCREW ATTACHED TO FURRING CHANNELS WITH 1" •�A- ./8 ..„! ,,f LONG,TYPE'S'STEEL SCREWS SPACED 12”O.C. i // "SLP-TRK"BY DIETRICH SYSTEMS, INC. :, BOREAL GYPSUM INC. -TYPE BG-C N (DEPTH TO MATCH VERTICAL STUD s. CANADIAN GYPSUM CO, LTD-TYPES C, SCX, SHX, WRX. — 1 rei _ _ _ _ DEPTH)ATTACH TO STRUCTURE W/(2) �� 8„ /8,' CONTINENTAL GYPSUM COMPANY-TYPES CG-C _ �„� ^ — #12 SCREWS @ '12"O.C. ;,"I �:,, PROVIDE STANDARD DO NOT SECURE GYP. BD. - • BRIDGING DOMTAR GYPSUM INC.-TYPE 5 OR C TO DEFLECTION TRACK EAGLE-GYPSUM PRODUCTS-TYP. EG-C 17 -' 518"GYPSUM BOARD, GEORGIA-PACIFIC CORP., GYPSUM DIV.-TYPE CPFS 6 OR GPFS-C. #8 WAFERHEAD SCREW IN EACH NATIONAL GYPSUM CO., CHARLOTTE, NC-TYPE FSK-G, FSW-G. FLANGE OF EACH VERTICAL STUD. REFER TO WALL TYPE NATIONAL GYPSUM CO., RIYADH,SAUDI ARABIA-TYPE FR OR WR. INSTALL PER MANUFACTURER'S • SCHEDULE PABCO GYPSUM CO.,TYPE RG-C. RECOMMENDATIONS. _ 2X8 WOOD REPUBLIC GYPSUM CO., -TYPE RG-C. REGISTRATION SEAL —_` ___—_ ._ BLOCKING AT METAL STUD, REFER TO METAL STUD, REFER TO - ---—---=k-- WOOD BASE WALL TYPE SCHEDULE STANDARD GYPSUM CORP.,TYPE SG-C �1• � �`"`�.,,, '{: TEMPLE-INLAND FOREST PRODUCTS CORP.,TYPE TP-5 WALL TYPE SCHEDULE `�, BASE AS ''�-I- 0.157" 0 POWDER ACTUATED UNITED STATES GYPSUM CO, -TYPE AR, C, IP-X2, SCX, SHX,WRC, OR WRX NOTE: CONSTRUCT WALL `� SCHEDULED 5/8"GYPSUM BOARD, PER UL ASSEMBLY _ FINISHED CEILING, REFER -:,'r / FASTENERS (HILTI-X-U OR WESTROC INDUSTRIES LTD. -TYPE WESTROC FIREBOARD REFER TO WALL TYPE WHERE RATED WALL IS TO REFLECTED CEILING EQUIVALENT)@ 16"O.C. MAX AND 4A. • WALLBOARD, GYPSUM(BEARING THE UL CLASSIFICATION MARKING)-(AS AN � '" A SCHEDULE REQUIRED. INSTALL SLIP �`� PLAN FLOOR FINISH 2" • FROM EACH END ALTERNATE TO ITEM 4)-NOM 314"THICK,4 FT,WIDE, INSTALLED AS DESCRIBED IN C ' y TRACK AND FIRE SAFING AS SCHEDULED ITEM 4 WITH SCREW LENGTH INCREASED TO 1 1/4'. MATERIALS PER - 5/8"GYPSUM BOARD, t1):gt: �--- FIRE CAULK{PAINTABLE}EACHUNITED STATES GYPSUM CO. TYPE AR. RAYMOND {,MANUFACTURER'S REFER TO WALL TYPE ', SIDE, CONT.AT PERIMETER AT 46. • WALLBOARD, GYPSUM(BEARING THE UL CLASSIFICATION MARKING)-(AS AN • �� 'Z%'1 RECOMMENDATIONS TO • • SCHEDULE i FIRE RATED PARTITIONS. ALTERNATE TO ITEMS 4 AND 4A)-5/8"THICK INSTALLED AS DESCRIBED IN ITEM 4. ACHIEVE FIRE RATING. V - FLOOR SLAB JOINT COVERING (ITEM 5) NOT REQUIRED. p 4583 UNITED STATES GYPSUM CO.-TYPE WSX 1' 5. • JOINT TAPE AND COMPOUND-VINYL, DRY OR PREMIXED JOINT COMPOUND, j,��%' rIe. / ice.- _.,- APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE,2'WIDE, .. � 4 No,' '� WALL HEAD AT DEFLECTION TRACK TYPICAL WALL HEAD AT CEILING TYPICAL WALL BASE MNBMAL3D2"THICK GYP VENEER PLASTER MAY BEAPPLIED TOTHE ENTREN FIRST LAYER OF COMPOUND OVER ALL JOINTS.AS AN ATE, *47 SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SCALE: 3"= 1'-0" SURFACE OF CLASSIFIED VENEER BASEBOARD.JOINTS REINFORCED. ��++ 6. • FURRING CHANNEL-(OPTIONAL-NOT SHOWN)-RESILIENT 25 MSG GALV. STEEL FURRING CHANNELS SPACED VERTICALLY MAX.24"0.C., FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2"LONG TYPE S-12 PAN-HEAD STEEL SCREWS. WALL TYPE - NON-BEARING WALL RATING 1 HR NOT TO SCALE r . Ntt Ta; -,Nr, TT .,,,,,,t1, _ 1 rt. ll' I '' r �_ - V V 3 5/8"OR 6"AS REQUIRED, _ ,' - REFER TO WALL TYPE 3 5/8"OR 6"AS REQUIRED, ` 3 5/8"OR 6"AS REQUIRED, SCHEDULE ; r REFER TO WALL TYPE 2 1/2", 3 5/8"OR 6"AS • { -, SCHEDULE < REFER TO WALL TYPE REQUIRED, REFER TO SCHEDULE WALL TYPE SCHEDULE UNPAGED 3112"SOSUNT PROVIDE STANDARD PROVIDE STANDARD b BATT INSULATION -/ BRIDGING BRIDGING ' ` PROVIDE STANDARD ' :, PROVIDE STANDARD �'. BRIDGING BRIDGING ::'1,WO ; Ale 5/T WATER RESISTANT GYPSUM BOARD ON ONE <- /' OR BOTH SIDES, REFER I I I I 5/8"GYPSUM BOARD TYPE TO WALL TYPE SCHEDULE 7:-:;-;''':::,' •~',.,. "X"ON BOTH SIDES, • �'; 5/8"GYPSUM BOARD , TYPE"X"ON ONE OR -- 5/8"GYPSUM BOARD REFER TO WALL TYPE SOUND ATTENUATING "_' BOTH SIDES, REFER TO TYPE"X"ON ONE OR A 03/08/19 DOC REL 02-IFP SCHEDULE INSULATION BOTH SIDES, REFER TO WALL TYPE SCHEDULE WALL TYPE SCHEDULE REV DATE DOC REL##-DESCRIPTION NOTE: NOTE: GYP. BD.TO UNDERSIDE OF � GYP. BD.TO UNDERSIDE _ - DECK OF F.R.T. PLYWOOD NOTE: - NOTE: FIRE SAFE ALL VOIDS, FIRE TAPE PLATFORM GYP. BD,TO BE UP TO GYP. BD.TO BE UP TO 6" PROJECT# 187747 AND CAULK AS REQUIRED G.C. TO PROVIDE 5/8" 12'-0"A.F.F. G.0 TO :'.- ABOVE CEILING, VERIFY EXISTING TENANT GYPSUM BOARD TYPE"X" PROVIDE 5/s"F.R.T. G.C. TO PROVIDE 5/8" PROJECT MANAGER M. FREDERICK N -''[ - DEMISING WALLS MEET 1-HOUR ON NON-LAVATORY SIDE, • PLYWOOD IN LIEU OF • F.R.T. PLYWOOD IN LIEU DESIGNED BY M. FREDERICK co RATING REQUIREMENTS. GYP. BD. TO BE UP TO /� GYP.BD. WHERE OF GYP. BD.WHERE o r' 12'-0"A.F.F. / ` SHELVING IS PROVIDED. Z. WOOD FINISH IS APPLIED DRAWN BY N. SMITSON/J. DEFALQUE 0) QUALCHECK M. FREDERICK C)- (NI N SHEET TITLE F WALLTYPE LOCATION: EXISTING TENANT/1 HR FIRE RATED PARTITION P WALLTYPE LOCATION: PLUMBING PARTITION N WALLTYPE LOCATION: NON-SALES AREA PARTITION S WALLTYPE LOCATION: SALES AREA PARTITION `" WALL TYPES F -EXISTING TENANT SEPARATION WALL P1 -3 5/8"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES N1 -3 5/8"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES 51 -3 5/8"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES co O- Fl -3 5/8"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES P2 -6"METAL STUD W/5/8"GYP. BD. ON ONE SIDE N2 -3 5/8"METAL STUD W/5/8"GYP. BD. ON ONE SIDE S2 -3 5/8"METAL STUD W/5/8"GYP. BD. ON ONE SIDE N c F2 -6"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES P3 -6"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES N3 -6"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES S3 -6"METAL STUD W/5/8"GYP. BD. ON BOTH SIDES Lu P4 -6"METAL STUD W/5/8"GYP. BD. ON ONE SIDE N4 -6"METAL STUD W/5/8"GYP. BD. ON ONE SIDE S4 -6"METAL STUD W/5/8"GYP. BD. ON ONE SIDE v Oco S5 -2 1/2"METAL STUD W/5/8"GYP. BD. ON ONE SIDE cn "F" WALL TYPE "P" WALL TYPE "N" WALL TYPE "S" WALL TYPE GI .6 Q3"= ,_ „ 3"= ,_ „ 3"= ,_ „ 3"= ,_ „ SHEET NUMBER = SCALE: 1 0 SCALE: 1 0 SCALE: 1 0 SCALE: 1 0 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 806 0 500' 1000' 0 1000' 2000' 1"=10'-0"i. �y 1"=20'-0"....L_.___..., , 1"=30'-0" 1"=40'-0"r. �.� 1"=50,-0"i r—� F 1"=60'-0" �� 1"=80'-0" ��Ar 1"=100'-0".moi ter.. , 1"=200'-0"��___ 1"=404_0"rrrr 4 1"=500'-0"im=i 1"=1000'-0" rr� 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1 "=1.-0" 1"=1'-0"rrrr Nim k %4"=1'-0" X"=1'-0"rrrn � E 1 "=1'-0"rem y4"=1.-0"i Nrrmimp i %is'=1'-0"mum. 3g=1-0"rment A , '/32'=1'-0" emom , 3ie'=1'-0"#miatc—imon MOUNTING DETAILS REFERENCE SYMBOLS LTAR3G VERTICAL GRAB BAR MATCH LINE INDICATION PLAN IDENTIFICATION ROOM NAME AND NUMBER INDICATION STATE ROOM NAME — TOILET PAPER / 3 1` SIDE WALL MATCH LINE-SEE SHEET AE1-01-01 DISPENSER q��0,_� � },-0„ 1 i s 100 --`—s�-� GRAB BARS -�L �_ ROOM IDENTIFICATION NUMBER WATER CLOSET TOP OF SEAT TOP OF _ GRAB BARS ` CLEAR FLOOR SPACE, 'EtiE T 1. r m I �¢ - ` r� _ HORIZONTALOTHER PLUMBING COLUMN INDICATION TITLE IDENTIFICATION DOOR NUMBER INDICATION GRAB BARS //— FIXTURES NOT `_" �� N _ ALLOWED SECTION IDENTIFICATION NUMBER . Iliv - b COLUMN IDENTIFICATION LETTER OR (SAME NUMBER ON SHEET WHERE to . b �• �� , •, co �/ A NUMBER FOR NEW CONSTRUCTION (1000) ( 1000 WASHINGTON SQUARE _,/ REFERENCED) N T PLUMBING WALL - - - - 9345 SW WASHINGTON SQUARE RD , ', %, \ , 8" 8" COLUMN IDENTIFICATION LETTER OR WINDOW NUMBER INDICATION SPACE NO. T-13 ... ..7!..p., r LOCATE FLUSH VALVE TOP OF —T TOILET PAPER NUMBER FOR EXISTING CONSTRUCTION CONTROLS ON OPEN SIDE SEAT DISPENSER TIGARD, OREGON 9?223 `� SHEET IDENTIFICATION NUMBER W7 (INDICATES SHEET NUMBER WHERE DETAIL IS TYPICALLY ACCESSIBLE STANDARD SIDE WALL PLUMBING WALL SIDE WALL PLAN REFERENCED-NOT ALL INCLUSIVE) STANDARD WATER LOUVER NUMBER INDICATION URINALS CLOSET ACCESSIBLE WATER CLOSET SIGNAGE TAG ELEVATION LOCATION IDENTIFICATION MID L101A G H A FA R I 40.--- ROOM NUMBER A 1 j� NUMBER S)INDICATESTION2 CENTER MIRROR ON FRAMED MIRROR SPOUT HEIGHT 1'-3"MINIMUM ### / LAVATORY WHEELCHAIR DIRECTION OF VIEW OR VIEWS CEILING TAG ACCESSIBLE �t ® <AE1-01-01> (SAME NUMBER ON SHEET /2\1 E1-01-01> 89 MONROE CENTER 3'-0"MAXIMUM 5" MAXIMUM WHERE DRAWN) 1(4 HEIGHT SUITE 400 WALL CLEAR FLOOR TYPE/FINISH GRAND RAPIDS, MI 49503 USA BOTTOM EDGE OF SIGN TYPE MIRROR REFLECTIVE {, SPACE (INDICATESBSHEET NON NUMBER TEL +1.6 6.771.0909 �. hafari.com SURFACE ,) _$_, WHERE ELEVATION IS DRAWN) LAVATORY SPOUT REVISION INDICATION ROOF OR RAMP PITCH INDICATION % \ # SPOUT HEIGHT r STANDING `, 1 7 12 71\\ i =i 1 3=7"MIAX MUM �� ` 1I KNEE&TOE �- SECTION LOCATION IDENTIFICATION 6 b , I I CLEARANCE t L---- ----J t` SECTION IDENTIFICATION NUMBER INSULATE OR N, / '':' `i i i 4tN (SAME NUMBER ON SHEET WHERE PROTECT DRAWN) ROOF OR RAMP SLOPE INDICATION EXPOSED PIPING KNEE&TOE 1 KNEE&TOE CLEARANCE CLEARANCE 1'-5"MINIMUM 11"-.1 ,c6" AI a 2-1 MAXIMUM . ..,,c6"y AE1-0101 AE1-01-01 BUILDING SECTION SLOPE FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW PLAN SIDE VIEWKEYED NOTE SYMBOLS REGISTRATION SEAL 1 I WALL SECTION ACCESSIBLE LAVATORY ELECTRIC WATER COOLERS KNEE & TOE CLEARANCE AE 1-01 0 GENERAL NOTE 0 HALL LANTERN ----- O DEMOLITION WORK j� VISUAL SIGNAL (17.%) � '" ` j -- MAXIMUM HEIGHT OF I �` DETAIL SECTEON Q NEW WORK RAYMOND ' DISPENSER OR AE\ 0�01„1.� SHEET IDENTIFICATION NUMBER S. CLARK (, OPERATING CONTROLS CENTERLINE (INDICATES SHEET NUMBER HALL WHERE SECTION IS DRAWN) o 4583 ,. -- WHEN LOCATED PUSH/CALL 1 �,� ��.,y'!!'' ti / , BELOW GRAB BARS BUTTONS o-- �_ , /e: NOet• '\ r– ELEVATION INDICATION - (FLOORS, ETC...) LIFE SAFETY SYMBOLS 1 OF a MINIMUM �_ j L' w , / B \ m - D FINISH FLOOR FIRE EXTINGUISHER TAG - ,- `� 1 I - - -o0 C=I [� CENTERLINE 9 M 0'0"(0000) r---i --�-- HIGHEST " �? Z ( 1t _ — r 1 _, I!---� o OPERATING PART a• d b L___J M.13? SPOT ELEVATION N N . . . 0 r 0 (oaoo� OCCUPANCY TAG OPTION 1 /` ` ` " NEW ELEVATORS / • Rm.No. Room Name SANITARY SEAT PAPER PAPER TOWEL WASTE SANITARY SOAP ELECTRIC SOAP SHELF WITH 101 NAME TOILET PAPER NAPKIN COVER TOWEL DISPENSER AND RECEPTACLE NAPKIN DISH HAND DISPENSER MOP& BROOM Use Group Area Occupancy DISPENSERS RECEPTACLE DISPENSER DISPENSER WASTE RECEPTACLE DISPENSER DRYER HOLDERS EXISTING ELEVATORS DETAIL LOCATION IDENTIFICATION TYPE 150SFI �QAD PLAN OR SECTION DETAIL OCCUPANCY TAG OPTION 2 ELEVATORS IDENTIFICATION NUMBER ACCESSORIES (SAME NUMBER ON SHEET ___ 150 SF P SIM WHERE DRAWN) � - � ## 1 OR PER PROJECT AE1-01-01 OCCUPANCY DOOR EXIT CODE REQUIREMENTS HIGHEST POWER CARD READER — -- THERMOSTAT -- MAXIMUM `-"'� SWITCH VOICE/DATA HEIGHT `~—--—----''� ## DISCONNECT SHEET IDENTIFICATION SWITCH - OPERATING NUMBER(INDICATES SHEET MAX_ CENTERLINE WIREMOLD VOICE/DATA CONTROLS NUMBER WHERE PLAN OR —�+ POWER SECTION DETAIL IS DRAWN) NURSE CALL AREA NAME AND ~!i CENTERLINE CONTROLS NUMBER INDICATION El - BACKSPLASH T _ ; , ; (WHERE GRAPHIC SCALE 1 1 I PRESENT) - O _ I T 1111111111 °' ® .--_, 4:1) I – 9 El ` 9–9 ' -6-4 ----N- —B- 1°=1-0" �—,� 1' 2 AREA NAME REV 03/08/19A DATEDOC DOC REL##DESCRIPTION 0 - 1 5o SF - ;,, oao i -9 j b m o 0 250 500 750 1000 COUNTER --/ in — A CENTERLINE M 0_g ,_ q m M z M 1:10 1 FLOOR FINISH TAG -' 2 M CENTERLINE PROJECT# 187747 . Q t PROJECT MANAGER M. FREDERICK TYPICAL HAZARDOUS UNFINISHED 0 "? AREAS AREAS AREAS PARTITION TYPE INDICATION DESIGNED BY M. FREDERICK m FIRE FIRE FIRE VALVE FIRE HOSE FIRE ALARM FIRE ALARM ELECTRIC DEVICES OVER SWITCHES& WALL MOUNTED o DRAWN BY N. SMITSONiJ. DEFALQUE EXTINGUISHER EXTINGUISHER CABINET RACK OR AUDIBLE PULL BOX PANEL COUNTERS OUTLETS CONTROLS TELEPHONE I °' CABINET VALVE VISUAL CASEWORK TAG QUALCHECK M. FREDERICK N STROBE XX WALL TAG SHEET TITLE M M 1 CW-011 MATERIAL OR WORK DIVISION INDICATION GENERAL o FIRE EQUIPMENT ELECTRICAL & SPECIAL SYSTEMS PLUMBING ACCESSORY TAG INFORMATION AND 0 ((EXISTING NEW " J) ADA REQUIREMENTS A P01 w 0 0 co to • EE 1 .8 Q SHEET NUMBER 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" r , r 1"=20'-0"rrrr 1"-30'-0"r.. , 1"=40'-0" �mmiiimp 1"=50'-0"r_ missamrrr 1"�0'-0"rrrr , 1"=80'-0".rrrd , �r 1"=100'-0" r_emmo 1"=200'-0"wimm _ , 1"=400'-0"•romm-m r 1"=500'-0"_rel 1"=1000'-0" � iL r_simmwo I 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1%„=1,-0' i 1"=1'-0' .._ Mi=, %„ 1-0„ '=1'0” r. 3A„=1'-0"i , 1/4„=1,0' i1i1 1'-o' ii"_ 342"=-No"i >,:"=1'-o" -- - - © WRSPMETTE RIVER _ (_99i, ALTAR , a 1 „-, STATE PORTLAND 1 o , BEAVERTON '-V Ign RR QQ PP . • fli ® I WASHINGTON SQUARE ` '' NALLMIETTE RIVER 9345 SW WASHINGTON SQUARE RD c E) SPACE NO. T-13 TIGARD, OREGON 97223 — LOCATION: THE WASHINGTON SQUARE MALL, TIGARD, OREGON I I I • I I I I _ SEE SECOND FLOOR LIFE MACY'S SAFETY PLAN FOR EGRESS ADJACENT TENANT - EXISTING DEMISING WALL LEASE LINE G H A FA R I CONTINUATION. • L✓ I I I I JCPENNEY -- — - -- -- --- — _ -� �� : ---- - 34 7 89 MONK .... ,,, D ' \ 1 41 fo:77pionmme..._ _ ___ _..____ 13:. °� GRAND RAPIDS, MI 49503 USA ( o. �'F"� 1 ' 0 • TEL +1.616.771.0909 ® _ www.ghafari.com /OMB din ME OM ONO MED SSD 4WD 1 I I ® 11 \ I i I I 1 ll �� CI / \ I -1 -- �� !,..7 _ LED EXIT SIGN. TYP. REFER II 1 I A I ? \ / I 01 • ! TO LIGHTING PLAN FOR 0 1 ■ I i iN. __ ,. ....., ��\ // 11 ADDITIONAL INFORMATION. ❑ i\--,_-t_i:/ / ...._ ___ ,...- ,, h — a, - I , , I ro 1 '-� iW I - L T - i. _ _ O Irt C --t\ IMIS I c i I I Eo PUBLIC REGISTRATION SEAL Z c~n _ —_ \ I _ i ' WAY r 0 1 111 / H I hr I / ti 1 _ _1,' Ii 1 1�- o /® 1 - 1 _ \ k---)111 MALL. KEY PLAN : ALTAR'D STATE r- > 1 BUILDING CODE V 1 I 1 - - // \ III RAYMOND I I �c ' 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) , �' jI}�r�,} I co BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) S. CLARK `, `a II0 _ I 1 T \ I I \r� I 1 • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) G 4583 0 r \ — y / � O / BASED ON THE 2009 INTERNATIONAL ENERGY BUILDING CODE (IECC) /• r 0 4' — �� err w J - ® _ lif • • 2014 OREGON MECHANICAL SPECIALTY CODE {GMSC) r. ��% •4 �� r � ' �, IN II BASED ON THE 2012 INTERNATIONAL MECHANICAL CODE (IMC) & THE INTERNATIONAL i NO1- ® 0 j [ _ FUEL GAS CODE (IFGC) 4_ _ _ — r._.,, _ _ _ = 2017 OREGON ELECTRICAL SPECIALTY CODE (OESCCODE OREGON AMENDMENTS TOl a- ' :"_ . - -�� - MI ,�` _ g_; - y °' - o_ - - _ _ - - - _ - II o _ _ L - - BASED ON THE 2017 NEPA 70, NATIONAL ELECTRICAL �/ 33.6 THE 2017 NEC J _—i I ` 4._ `. •r"... T — I ® - • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) 11 iamp �' r als ea ea BASED ON THE 2015 UNIFORM PLUMBING CODE (UPC) USE & OCCUPANCY CLASSIFICATION :9 •II _ ' Lam' V .. � I I i A I� ~ ! ! ! ! a ® 11 • m _ MERCANTILE 40 ,PUBLIC III II I II/ �' ` I � i I ® - CONSTRUCTION CLASSIFICATION (EXISTING) WAY111 cn / a I �6 2/ / \ \� o II- • TYPE I-A NONCOMBUSTIBLE, UNPROTECTED (EXISTING) 0\ 400 / • , Ii• • FIRE PROTECTION SPRINKLER SYSTEM (FPSS) : YES ¢I (G�' / I !/ 11 I I• \ I a1ri ` [[F�� cP-P'S • - ` ' O I OCCUPANCY 1. 1 ' if/ EMERGENCY LIGHTS, TYP. a _ AREA RATIO AREA (SF) OCCUPANTS (T 1004.1.2) I 1 / / I I REFER TO LIGHTING PLAN / I I , I FOR ADDITIONAL SALES 1160 5,076 85 co' \., 4i. / 0 t L ma imp anImo � � • INFORMATION. NON SALES 1/300 2,796 9 II I I ® TOTAL 94 a FIRST FLOOR GSF = 5,972 SF SECOND FLOOR GSF = 3,299 SF I TOTAL GSF= 9,271 SF ■��ork I I ,' I I P- I 11 EXT. STOREFRONT FRONTAGE=60 LF • INT. STOREFRONT FRONTAGE= 60 LF 1 >• ' i ® II 1 I II /HI 1IIC ® - r ACCESSIBILITY ip II \ . I I • OPERABLE PARTS • • :1 I L. _. _ __ _. .. _ ® ALL OPERABLE PARTS SHALL COMPLY WITH IBC, SECTION 1008.1.2 OPERATION SHALL BE I € ® CAPABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST A 03/08/19 DOC REL 02 - IFP II I I / I I I REQUIRED. THE MAXIMUM FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL NOT REV DATE DOC REL## DESCRIPTION • U12 ® -I EXCEED 5LBS. ® II� I Es ,Co� I 886 BE E I ah--1 o • DOOR HARDWARE PROJECT# 187747 a ____________Tr ALL DOOR HARDWARE SHALL COMPLY WITH ICC/ANSI 117.1, SECTION 404.2.7 GRASPABLE — - — _ WITH ONE HAND WITHOUT TIGHT GRASING PINCHING OR TWISTING REQUIRED TO OPERATE - PROJECT�'� ____-. ._ .. -�-F I '� F '� MOUNTING SHALL BE BETWEEN 34 AND 48"AFF00 . PROJECT MANAGER M. FREDERICK 66 I I I \----- EXISTING DEMISING WALL I IL LEASE LINE I FIRE PROTECTION (CHPT 9 DESIGNED BY M. FREDERICK 1- ADJACENT TENANT b DRAWN BY N. SMITSONIJ. DEFALQUE • FIRE & SMOKE ALARM SYSTEMS THROUGHOUT rn I I • PORTABLE FIRE EXTINGUISHERS ARE TO BE PROVIDED AS REQUIRED BY THE QUALCHECK M. FREDERICK Y INTERNATIONAL FIRE CODE SHEET TITLE 01 Z.-6 PLUMBING FIXTURES EGRESS LEGEND WATER CLOSETS LAVATORIES (MPC T403.1) LIFE SAFETY PLAN co LIFE SAFETY PLAN FIRST FLOOR COMPOSITE FLOOR MALE FEMALE MALE FEMALE D.F. S.S. FIRST FLOOR po EXIT DOORS SWING IN THE DIRECTION OF EGRESS RATIO 11500 11500 1/750 11750 1 1 COMPOSITE 4 ) SCALE: 3/16”= 1'-0" A AND HAVE EXIT SIGN W _ REQUIRED 1 1 1 1 1 1 Q NORTH ♦ . ♦ TRAVEL DISTANCE PROVIDED 1 1 1 1 '1 1 U O GO Q 1-HR RATED CONSTRUCTION PROJECT DESCRIPTION L. Q PORTABLE FIRE EXTINGUISHER, CLASS A: ORDINARY • PROJECT IS A TENANT BUILD OUT IN AN EXISTING MERCANTILE SPACE IN AN EXISTING SHEET NUMBER = COMBUSTIBLE MATERIALS INTERIOR MALL SHOPPING CENTER. 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 1013 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=30'-0"mm 1"=40'_0"iim miiii I 1"-50._0"i mmili , 1"=613-0"i 1'=80'-O" , 1"=1013-0"MEmli i 1"=200'-0" 1"=400-0" ��.�� , 1"=500'_0"amm omagEtw 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 16' 32' 114"=1,_0, I 1"=1 0" i 3/e"=1'-0"i l )2"=1_0"iI, 1 %=1._0" y.=1,_0,. _ %iso=1-0"'= m , 36'''-'1-0"ii MllRmOR X32"=1'-0° limi - 8,=1,-0" 11 , try 1 A LTA R ' a EGRESS LEGENDLErrEp, R V1 EXIT DOORS SWING IN THE DIRECTION OF EGRESS LASTATE A AND HAVE EXIT SIGN PORTLAND 011) w TRAVEL DISTANCE w ' I v --------- 1-HR RATED CONSTRUCTION PORTABLE FIRE EXTINGUISHER; CLASS A: ORDINARY COMBUSTIBLE MATERIALS4 .. f. Q WASHINGTON SQUARE " WiLAMETTERWR 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 LOCATION: THE WASHINGTON SQUARE MALL, TIGARD, OREGON RR QQ PP . . MACY'S r • _ G H A FA R I JCPENNEY 89 MONROE CENTER . SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com LED EXIT SIGN, TYP. REFERI SEE FIRST FLOOR LIFE TO LIGHTING PLAN FOR SAFETY PLAN FOR EGRESS ADDITIONAL INFORMATION. CONTINUATION. 34.7 ' ! I I I t ee _ • t Hill- ' , =II I I I i REGISTRATION SEAL 1 1 :- - - 1 I - I I I I L tq -- - iii MALL KEY PLAN : ALTAR'D STATE ._ - ,� BUILDING CODE 05) tsh/1� o _ , RAYMOND v 11. 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED ON THE 2012 INTERNATIONAL BUILDING CODE (IBC) S. CLARK ,. 1.W - --11— I • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) � II r- 1:8_ ' I I I BASED ON THE 2009 INTERNATIONAL ENERGY BUILDING CODE(IECC) 0 4563 i. I ' - - -_--' • 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) s fii / .., I ._ — BASED ON THE 2012 INTERNATIONAL MECHANICAL CODE (IMC) &THE INTERNATIONAL �-',' / ,�,4. NO 0- , ~� ill I D 1 I I I FUEL GAS CODE (IFGC) D 1 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) O� a' 1 BASED ON THE 2017 NEPA 70, NATIONAL ELECTRICAL CODE OREGON AMENDMENTS TO THE 2017 NEC 1 ! ' I I I • 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) I- I BASED ON THE 2015 UNIFORM PLUMBING CODE (UPC) 1110 GED GMGM SED GM GED GMGMsGMGMJ. — LED EXIT SIGN, TYP REFER TO LIGHTING PLAN FOR USE & OCCUPANCY CLASSIFICATION ' 94641111%% ' ADDITIONAL INFORMATION. I ` • M - MERCANTILE I `� I CONSTRUCTION CLASSIFICATION (EXISTING) ; 10 - -- I1 j -- - - - - t-- - __ - - - - - - _ - - - LL • TYPE I A NONCOMBUSTIBLE, UNPROTECTED (EXISTING) _ _ _ _ __ _ 1 _ �_ _ 33.6 • FIRE PROTECTION SPRINKLER SYSTEM (FPSS) : YES - 1 �� ..__ I I i _�_ PiA M' OCCUPANCY _ ' AREA RATIO AREA (SF) OCCUPANTS (T 1004.1.2) R n R A '1+% Q ' I I Z SALES 1/60 5,076 85 NON-SALES 1/300 2,796 9 0 2I ' l- I o 0 0 O ' I • I TOTAL 94 1 T o 0 o T O 0 =FIRST FLOOR GSF = 5,972 SF SECOND FLOOR GSF - 3,299 SF ri 0 o 0 ` � MD � UM — GMGM114 TOTAL GSF- 9,271 SF 1 I `J 0 r I I I EXT. STOREFRONT FRONTAGE= 60 LF 1 i 0 o m 1 INT. STOREFRONT FRONTAGE= 60 LF 1 00 0 4 ACCESSIBILITY I I k i I f OPERABLE PARTS ,, 0 0 ALL OPERABLE PARTS SHALL COMPLY WITH IBC, SECTION 1008.1.2 OPERATION SHALL BE w 0 o CAPABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST A 03/08/19 DOC REL 02- IFP `: I 0 0 0 0 I REQUIRED. THE MAXIMUM FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL NOT REV DATE DOC REL##- DESCRIPTION 'II o o 0 EXCEED 5LBS. 0 DOOR HARDWARE O aI I ALL DOOR HARDWARE SHALL COMPLY WITH ICC/ANSI 117.1, SECTION 404.2.7-GRASPABLE PROJECT# 187747 6 0 0 WITH ONE HAND WITHOUT TIGHT GRASING PINCHING OR TWISTING REQUIRED TO OPERATE- 2 0 0 ' MOUNTING SHALL BE BETWEEN 34 AND 48"AFF. PROJECT MANAGER M FREDERICK NI- -4- I 0 I I I I FIRE PROTECTION (CHPT 9) DESIGNED BY M. FREDERICK o DRAWN BY N. SMITSON/J. DEFALQUE 1 t�- . & • FIRE & SMOKE ALARM SYSTEMS THROUGHOUT CT) I I - I I I I • PORTABLE FIRE EXTINGUISHERS ARE TO BE PROVIDED AS REQUIRED BY THE QUALCHECK M. FREDERICK M INTERNATIONAL FIRE CODE SHEET TITLE co M ! PLUMBING FIXTURES I I I I WATER CLOSETSFEMALE LAVATORIES (MPCD.F. S.T 403S..1) LIFE SAFETY P LAN 00 „1 , -i-• FLOOR MALE - - MALE FEMALE FLOOR 0 N I I I I RATIO 1/500 1/500 1/750 11750 1 1 0COMPOSITE 0 I REQUIRED 1 1 1 1 1 1 I- PROVIDED 1 1 1 1 1 1 () I I 0 LIFE SAFETY PLAN SECOND FLOOR COMPOSITE PROJECT DESCRIPTION G2. 1 2. 1 iY 410, SCALE: 3116" = 1'-0" w • PROJECT IS A TENANT BUILD OUT IN AN EXISTING MERCANTILE SPACE IN AN EXISTING SHEET NUMBER 1 NORTH INTERIOR MALL SHOPPING CENTER. CD 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=20'-0"mom 1""30'_0"�. _wwm 1"=40,_0"— 1"=50,_0"rrro1"=60,_0„ , 1"=200_0"_ wirmrwr 1„=400,_0„rrrr 1.._500'-0,...-_.-- -... , 0 1' 7 0 1' 2' 0 y' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1V=1'-0"morel 1"=1'-0"=unions %"=1'-0"r✓ h"=1'-0"sal V'1'-0"i V=1'4' r 3/1s'=1'-0"err i 14.,=1.-0.,i rrrrrrnr "=1'-0" 345''''V-0"i Ir ._ STRUCTURAL ABBREVIATION INDEX STRUCTURAL ABBREVIATION INDEX GENERAL FOUNDATION AND CONCRETE NOTES STEEL NOTES ENGINEERING DATA jSTTAR T 1. A registered geotechnical engineer shall be retained to confirm that the soils at the site 1. Structural steel shall be finished as follows: - Key Name ABBREV. ITEM Key Name ABBREV. ITEM are capable of the design soil bearing pressure. This will require a report by the a. Non-fireproofed interior steel shall be shop painted with min. 1.5 mil dry film thickness of Design soil bearing pressure 500 psf(Assumed) 2 NE Architect/Engineer 66 INT Interior geotechnical engineer. (Quantity,depth, and location of soil borings shall be at the a rust inhibiting primer. S TAT "' discretion of the geotechnical engineer) The contractor shall implement all b. Unless noted otherwise, exterior exposed steel, veneer relief angles, shall be Design stresses y 1 AB Anchor Bolt/Column Anchor Rod 67 JB Joist Bearing Elevation requirements and recommendations stated in this report. The geotechnical report shall including g 1 ACIP Augered Cast In Place 68 L Lintel galvanized and prepared for paint. • 9 also verify the minimum bearing pressure for shallow foundations, if shallow Concrete 2. Coordinate metal deck attachment method with base material shape and thickness(joist, Footings Foundations fc=3500 psi 3 AESS Architecturally Exposed Structural Steel 134 L Angle foundations are appropriate given the site soils, and shall contact the NE if the result of beam,or truss). Alternately,the Construction Manager and Steel Subcontractor shall work g 4 AFF Above Finished Floor 69 LAT Lateral the site investigation is different than the values assumed for design. Elevated slabs fc=3500 psi � together to ensure proper base materials are provided, such as steel joist top chord shapes, Grade slabs fc=3500 psi 5 ALT Alternate 70 LD (Load 2. Fill material shall be thoroughly compacted prior to placement of concrete. Fill under all that are adequate for the preferred attachment method. o slabs on grade shall be as recommended in the geotechnical report. If there is no 3. Erector is toprovide temporarysufficient to hold frame in Exterior structural concrete(6%air) fc=4000 psi 6 IAP Anchor Plate 71 LF (Linear Foot bracing position until all construction Reinforcingsteel geotechnical report,a minimum of 6"of well draining granular material shall be placed necessary for building stability is complete. Fy=60000 psi 7 ARCH (Architectural 72 LG I Long under all slabs on grade(UNO elsewhere in the construction documents). 4. Camber beams upward the designated amount indicated on the structural drawings. Beams 9 BB Bond Beam 73 LLH Long Leg Horizontal 3. Unless otherwise noted, a 15 mil,ASTM E 1745 Class A vapor barrier,with aSteel without a specified camber shall be oriented such that any incidental camber is upward. 130 BC Bottom Chord 74 LLV Long Leg Vertical permeability rate of 0.01 perms or lower, shall be placed under all slabs on grade after 5. All bolted moment, brace frame,and truss connections shall be done with slip critical bolts W shapes Fy=50000 psi 135 BCX Bottom Chord Extension 75 LOC'N Location under floor work and compaction is complete. Seal all laps and penetrations. Turn up including the gravity shear connection. Slip critical joints shall be prepared with a Class A Rectangular HSS shapes(A500 Gr. C) Fy=46000 psi 10 BFF Below Finished Floor 76 LP Low Point vapor barrier against wall at all slab edges. faying surface, and oversized holes in slip critical'oints maybe used at the fabricator's option. Round HSS&Pipe shapes(A500) Fy=42000 psi p All othersha es FyWASHINGTON SQUARE 4. All slabs on grade shall have contraction or construction joints at a maximum spacing 6. Bolted connections not specified to be slip critical shall be tightened snug tight(all metal P =36000 psi 11 I BL Brick Ledge 77 LT Light of 24 times the slab thickness(spacing need not be less than 10'-0")each way, exceptStructural bolts ASTM A325 9585 SW WASHINGTON SQUARE RD 12 I BM Beam 77 LW Long Way as noted on the drawings. Maintain an aspect ratio of not more than 1.5. Coordinate surfaces in contact). Anchor bolts/Column anchor rods ASTM F 1554-Grade 36 7. Refer to specs. and Arch, drawings for all fireproofing requirements and UL assembly Nos. SPACE T-13 8 BO Bottom of 137 LWB Laminated Wood Beam - joint locations with joints in flooring materials, such as tile, and with changes in floor Beams and columns do not necessarily conform to minimum size requirements of the UL Welding electrode E70XX TIGARD, OREGON 97223 136 BOS I Bottom of Steel 78 MAX Maximum finish material. Refer to details and specifications for additional information regarding assembly. Adjust thickness of fireproofing as required based on(W/D) ratio as outlined in the slab joints. �. Light Gauge Framing As required by design 13 BP I Bearing Plate 80 I MCJ !Masonry Control Joint latest edition of the Fire Resistance Directory by Underwriters Laboratories, Inc.All beams 14 BRG Bearing79 MECH Mechanical 5. Provide diagonal reinforcing(across each corner)of openings in foundation walls and Up to and including 43 mils Fy=33000 psi and assemblies shall be considered unrestrained. 54 mils and thicker Fy50000 psi C slabs as follows: (1)-#4 x 44"for each 4"of concrete thickness. = P • 15 BT Bent 81 MIN Minimum 8. Steel fabricator shall increase radiused HSS member thickness as required to limit distortions I 6. Coordinate finish of all foundation work, including slabs on grade,with architectural and due to fabrication processes. Thicknesses noted in contract documents represent minimum 18 I C/C I Center-to-Center 82 INS Near Side flooring supplier's requirements. thickness for strength and serviceability. Metal Deck 17 I CANT I Cantilever 83 NTS Not To Scale 7. Lap all reinforcing as indicated in"Reinforcement Development and Lap SpliceRoof Deck 9. Joist/deck supplier shall design, construct,and detail joist and deck per Factory Mutual 1.56 Fy33000 psi Lengths"detail. Provide corner bars for all horizontal reinforcing. Provide dowels from = 19 (CBP Column Base Plate 84 0/0 Out-to-Out guidelines or per information provided in contract documents,whichever is more restrictive. Composite Deck footing equal in size and number to vertical wall or pier reinforcing(UNO). This includes, but is not limited to,deck attachment,joist uplift, and bridgingrequirements. P 2VLNLI Fy50000 psi 21 CJ Construction Joint 85 OC On-Center 8. Cover for reinforcing shall be in accordance with ACI-318. = 22 CJ Contraction Joint 86 OO Outside Diameter 10. Where aluminum or steel will contact dissimilar metals, protect against galvanic action by 9. All exposed edges of concrete piers, beams, and walls shall be chamfered 3/4"x 45 painting contact surfaces with primer and applying sealant or tape, or by installing G H A FA R I 23 CJ Control Joint 87 OF. Outside Face degrees. UNOStructural design requirements nonconductive spacers as recommended for this purpose. 20 I CJP Complete Joint Penetration Weld 88 OFD Overflow Drain 10. Grade beams and walls that retain earth on both sides shall be backfilled on both sides 89 MONROE CENTER P 11. All gusset plates to be minimum 3/8"thick. Unless noted otherwise, all column and beam web Floor live load(LL reductions used wherepermitted by simultaneously. code) 16 �CL Centerline 89 OH Opposite Hand o stiffeners and gusset plates shall be 3/8"thick. Upper level floor 100 psf SUITE 400 11. Do not backfill earth retaining walls until concrete has reached 75/o of its required 28 12. Miscellaneous steel supplier shall submit shopdrawings for all miscellaneous steel stairs, pp 24 �CLR Clear 90 P PierStairs&main floor corridors 100psf day strength, and all bracing elements are in place(lower and upper floors). GRAND RAPIDS, MI 49503 USA 25 CMU Concrete MasonryUnit 133 PC Precast designed and sealed by an engineer registered in the state of Michigan,for review. Coordinate 12. Coordinate placement of column anchor rods with foundation reinforcing. All column construction details and dimensions with architectural information. Coordinate and detail TEL +1.616.771.0909 26 COL Column 91 PEMB Pre-Engineered Metal Buildinganchor rods shall be installed usingtemplates and settingdrawings. No tilted or Roof live load 20 psf www. hafari.com g P g connections to the primary structural framing with the steel fabricator,and refer to the typical 9 27 CONC Concrete 92 PERP Perpendicular misplaced bolts will be accepted. Notify Architect/Engineer for approval of any stair stringer/header support detail for support of the main stair elements at CMU or concrete 28 I CONN Connection,Connect 93 (PL Plate corrective action. Tolerances for the installation of the anchor bolts shall be in walls Occupancy Category II 29 CONT Continuous 94 PT Pressure Treated accordance with AISC"Code of Standard Practice"guidelines. 13. Welded wire fabric shall conform to ASTM A185. Wire fabric reinforcement must lap Roof snow load 30 I COORD Coordinate 95 R, RAD Radius one full mesh plus 2"at side and end laps, but not less than 6",and shall be wire tied Ground snow load(Pg) 20 psf 32 IDA Deck Angle 96 RD Roof Drain together. (Pf) psf - j D H Flat roof snow load20 +Drift 33 I DB Deck Bar 97 RE: Reference, Refer to 14. Anchors for embedded plates shall be as shown on the drawings. Headed studs shall Rain on Snow Surcharge 5 psf 31 DBE Deck Bearing Elevation 98 REINF Reinforce conform to ASTM A108 and AWS D1.1 Grade B. Reinforcing bars to be welded to Snow exposure(Ce) 1.0 Structural plates shall be ASTM A615 Grade 40 or ASTM A706 Grade 60. Snow load importance factor(I) 1.0 Engineering - 34 DIA,0 Diameter 131 REM RemainderCONCRETE MIX GUIDELINES g g 15. Refer to"General Structural Notes"for information regarding special inspections and Thermal factor(Ct) 1.0 2019-02-017 35 DP Deck Plate 99 REQ'D RequiredElevated Slabs 3000 Ivanrest Ave SW Suite B installation of post installed anchors. Grandville,Michigan 49418 36 I DWG Drawing(s) 616.531.6020•www.jdhen 100 RMW Reinforced Masonry Wall 16. Foundation walls and slabs on grade are designed fora dry condition. Buildup of Wind Loadscorn 37 I EA Each 101 RTU Roof Top Unit hydrostatic water pressure on walls or slabs is not permitted, and drainage shall be Slump 3"+/-1" Ultimate design wind speed(3 sec) 110 mph 38 Large Aggregate 1 inch EF Each Face 102 RXN Reaction provided per the design requirements of non-structural design trades to prevent this Wind exposure category C condition from occurring. Internal pressure coeff(GCpi) 0.18 39 �EL Elevation 103 SC Slip CriticalFibrous Reinforcing 1-1/2 Ib/yd Components&cladding(varies) REGISTRATION SEAL 40 I EQ Equal 104 SF Step Footing Wall stud design pressure varies-per ASCE? 41 ES Each Side 105 SIM Similar 1. Aggregates shall be clean uniformly graded from coarse to fine. 2. Water-reducing admixtures may be used to maintain water/cement ratio AND workability- 42 EW (Each Way 138 I SIP Structural Insulated Panel Earthquake GENERAL STRUCTURAL NOTES note- that this may affect finishing procedures. Seismic importance factor, le 1.25 43 I EX Existing 106 SOG Slab On Grade 3. Coordinate admixtures and curing measures to be compatible with flooring materials and Spectral response Ss=0.978 44 EXP Expansion 107 SPCS Spaces 1. All work shall be performed in accordance with the contract documents. In case of a conflict adhesives. . tk 45 EXT Exterior 108 SS Stainless Steel within the contract documents,the more stringent condition shall govern, unless directed Si =0.425 #0.<77.01- c---�.' . ';,vt, ..-/7--��, 46 FD Floor Drain 109 STL Steel otherwise by the engineer of record. Prior to implementation, any discrepancies shall be SDs=0.658 �.� �,'� �-,'`�'�� reported to the architect for clarification. SD1 =0.39 14 r S 49 FDN Foundation 109 SW Short Way Site class C „1 F 2. In the event that certain details of construction are not indicated or noted in the drawings, Seismic design category D 47 FF Finished Floor 110 T&B Top and Bottom 9 r rY details for similar conditions that are indicated or noted shall be utilized, subject to the Basic seismic force resisting system: 48 FFE Finished Floor Elevation 132 TC Top Chord structural engineer's approval. Special concentrically braced frames , 50 FP Foundation Pier 111 TCX Top Chord Extension 3. Openings and penetrations through structural elements, and items embedded in structural with special moment resistingframes `'�'o�` ';'` '' 51 FS Far Side 112 TO Topof elements that are not indicated in the structural drawings shall be reviewed by the structural P ) *)-:,:\,''r;:;1 '�, r 1�,' . Design base shear(New Facade) 11.2 kip /,g�, 4�..,.._r- <�-. 52 I FTG, F Footing 113 TOB Top of Beam engineer prior to fabrication, erection and/or construction. Seismic response coefficient Cs 0.137, 0.157(facade) 'bENH WI 4. Materials or equipment shall not be placed on unfinished floors or roofs in excess of 20 psf 53 (FV Field Verify 114 TOF Top of Footing Component Amplification Factor ap 1.0(facade) nor on finished floors in excess of the design live loads which are indicated in the structural Response Modification Factor R 6,2.5(facade) EXPIRES: 12'3I•ZDIi 54 GA Gauge 115 TOL Top of Ledge drawings. Impact loading shall be avoided. Analysis Procedure "Equivalent lateral force" 55 GALV Galvanized 116 TOM Top of Masonry 5. The structure has been designed for the in-service loads only. The methods,procedures and 56 GB Grade Beam 117 TOS Top of Steel sequences of construction are the responsibility of the contractor. Contractor shall take all Specific Design Loads 57 GS I Grout Solid 118 TOW Top of Wall necessary precautions to maintain and ensure the integrity of the structure at all stages of 587 GT Girder Truss 119 TYP Typical construction. Contractor shall immediately notify the structural engineer of any condition Floor dead loads which, in his opinion, might endanger the stability of the structure or cause distress in the Slab&deck 51 59 HD Hold Down Anchor 120 UNO Unless Noted Otherwise structure. Structure 5 60 HORZ Horizontal 121 VERT Vertical 6. All existing conditions and all related dimensions indicated in the contract documents shall be Ceiling 4 61 HP I High Point 122 w/ With field verified prior to fabrication, erection and/or construction. Any condition that differs from M/E/P 4 62 HS 'Headed Stud 123 w/o (Without that indicated in the contract documents shall be submitted to the architect for review prior to Fire protection 3 fabrication, erection and/or construction. 63 HT Height 124 WE 'Wall Footing Floor finish 5 7. The structure has been designed to meet or exceed serviceability requirements of section Misc 3 64 I ID I Inside Diameter 125 WP 'Working Point 1604.3 of the Michigan Building Code. All non-structural components&their connections 65 I IF I Inside Face 126 I WWF 'Welded Wire Fabric that are anchored to the structure shall be designed to allow for the movement of the 75 psf Total structure caused by wind, snow, live,thermal,shrinkage/creep and earthquake loads. Non- Roof dead loads structural components include items such as non-load bearing walls, MEP components, Roofing(Adhered) 2 bulkheads, etc. Insulation 3 8. Provide special inspection in accordance with chapter 17 of the International Building Code Metal deck 3 I and with project specifications. Structure 5 9. Unless noted otherwise, all loads specified in these documents are nominal loads and are to Ceiling 3 be entered into the appropriate strength or allowable stress design load combinations with M/E/P 3 appropriate factors,as defined by ASCE 7, by the building component engineer in the design Fire protection 3 of their product. Gravity load shear beam reactions on plan for steel framing represent the Misc 1 combined service load effect from allowable stress design load combinations. 23 psf Total 10. Post installed anchors shall be the specific product indicated. Where product substitutions are desired,they shall be submitted to engineer for review&approval a minimum of 2 weeks prior to planned installation. Adhesive anchors shall be installed using products that are Design codes approved by the supplier for all temperature considerations. Installation shall be in General building code International Building Code 2015 accordance with suppliers published installation instructions. Concrete ACI 318 Steel AISC 360-ASD A 03/08/19 DOC REL 02-IFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 EXISTING BUILDING SURVEY NOTE: PROJECT MANAGER A. ECKERT 2 COMPLETE CONSTRUCTION DRAWINGS FOR THE EXISTING DESIGNED BY TDH/JAC 06 BUILDING WERE UNAVAILABLE. THEREFORE,AN ATTEMPT HAS . DRAWN BY JAC t: BEEN MADE TO ANTICIPATE CONDITIONS IN THE EXISTING rn • STRUCTURE. STRUCTURAL COMPONENTS MAY OR MAY NOT HAVE QUALCHECK TDH BEEN EXPOSED TO VIEW DURING STRUCTURAL SURVEYS. ALL N EXISTING STRUCTURAL INFORMATION, INCLUDING SIZES AND SHEET TITLE el DIMENSIONS, SHALL BE FIELD VERIFIED. NOTIFY NE IF ACTUAL CONDITIONS DIFFER FROM THE CONTRACT DOCUMENTS. STRUCTURAL NOTES co o EXISTING BUILDING NOTE: N 0 THIS PROJECT IS AN ADDITION AND EXTENSION OF AN EXISTING CD Lu BUILDING.THE DRAWINGS REFLECT WHAT IS KNOWN ABOUT THE I- EXISTING BUILDING, BUT EXISTING CONDITIONS MUST BE VERIFIED V BEFORE FABRICATION AND CONSTRUCTION.ABUTTING co CONSTRUCTION MUST MATCH UP.VERIFY ALL SUCH CONDITIONS, AND NOTIFY NE IF ACTUAL CONDITIONS DIFFER FROM THE CONTRACT DOCUMENTS.AN ATTEMPT HAS BEEN MADE TO S 1 .1 i¢ ANTICIPATE CONDITIONS IN THE EXISTING STRUCTURE. SHEET NUMBER 0 0 10' 20' 0 20' 40' 0 30' 60 0 40' 80' 0 50 100' 0 60 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"i memumma 1"=20'-0" 1"=30'-0"samaa . 1"=4Ct-0"emni 1"=50'-0" , 1"=60'-0"imiumminp 1"=80-0" , 1"=10a-0"r� IIIIIIIIIIIIIIIUIIIIIIIIII I 1"=200'-0"atunt , 1"=400'-0" , 1"=500'-0"` 1"=1000'-0" smiNgimioni 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1%"=1.-0„eimem 1"=1'-0" MieMiene %4'=1'-0"ice_ "=1.-0" fir! V=1,-0"- Y4"=1'-0"imuommamor %e'=1'-0" �� 1/6"=1L0" %32"=1'-0" 34"=1'-0" STRUCTURAL SPECIAL INSPECTION SCHEDULE (2015 IBC - Chapter 17) GENERAL POST INSTALLED ANCHOR NOTES LIGHT GAUGE METAL FRAMED WALL FRAMING NOTES ALTAR5a row ._ ., 1. Post installed anchors shall only be used where specified on the construction documents. The 1. It is the contractor's responsibility to design and detail all light gauge metal framing(studs, # ITEM CONT2 PERIODIC2 REFERENCE STANDARD NOTES contractor shall obtain approval from the Architect prior to installing post installed anchors in rafters,joists, etc)and their connections in accordance with the current local building code S TAT E place of missing or misplaced cast-in-place anchors. and AISI's Standards and Specifications. Provide shopdrawings that indicate all member 1 PRE-FABRICATED CONSTRUCTION(1704.2.5) 3&4 2. Unless otherwise noted in the drawings allpost installed anchors are based on Hilti p g 2 9 sizes and connection requirements including fasteners and clips. Shop drawings shall be Corporation product information. sealed by a registered engineer in the state of Oregon for Architect's review. 3 STRUCTURAL STEEL CONSTRUCTION(1705.2) 13 3. Within contract documents adhesive anchors may be generically referred to as epoxy anchors, 2. Light gauge metal stud sizes shown on plans&details are based on metal stud industry 4 Verify Bolt, Nut&Washer Materials X ASTM specs/AISC 360-A3.3 where this occurs substitute the word epoxy with adhesive. standards. 5 Inspect Bearing-type Connections X AISC 360-M2.5 4. Adhesive anchors used in concrete under a tension condition cannot be installed until after the 3. Where stud depth,width, or thickness is indicated on drawings it shall be considered a concrete has cured for a minimum 21 days in accordance with ACI D5.5.2. minimum requirement. 6 Inspect Slip-critical Connections X AISC 360-M2.5 5 q 7 Verify Structural Steel Materials X ASTM A 6/ASTM A 568 5. Adhesive anchors shall be installed in concrete having a minimum age of 21 days at time of 4. Provide minimum 43 mils studs where stud framing acts as backup for masonry veneer. anchor installation. 5. Where metal studs provide backup for metal panel or other specialty finish material,the 8 Verify Weld Filler Materials X AISC 360-A3.5 6. Mechanical anchors shall be installed in concrete having reached its minimum compressive construction manager and stud supplier shall verify/coordinate minimum stud gauge 9 Partial/Complete Penetration Welds, Multipass Fillet Welds,Single-pass Fillet Welds>5/16" X AWS D1.1 6&7 strength value specified or 7 days,whichever is longer. thickness requirements with the supplier of the wall finish material. The metal panel/finish 10 Single-pass Fillet Welds<_5/16",Anchor/Stud Welds, Stair/Railing Welds X AWS D1.1 6 7. Anchorage to solid masonry shall be done by either adhesive anchors or screw anchors see supplier may have minimum thickness requirements that must be met with stud backup. 11 Inspect Steel Frame Joint Details X details for specific use. 6. At openings in framed walls, all headers, sills,jamb studs, and related connections shall be WASHINGTON SQUARE 8. Anchorage to hollow masonry shall be done with screen anchors. designed to transfer wind and gravity loads to the supporting primary structure. 12 12 CONCRETE CONSTRUCTION(1705.3) ACI 318: Ch. 26 9 9. Provide ICC approved adhesive anchors based on the following: 7. Studs shall be securely attached to track components at the top and bottom of the wall 9585 SW WASHINGTON SQUARE RD 26 A. Concrete anchors- assembly. Stud ends shall be seated tightly in all load-bearing walls. SPACE NO. T-13 39 Post-Installed Anchor Placement ACI 318: 17.8.2.4, 17.8.2,26.7 11 a. Automatic hole cleaning Hilti HIT-RE 500-V3 with HAS threaded rod or Hilti HIT 8. Fasteners along edges in shear panels shall be placed not less than 3/8 inch in from panel TIGARD, OREGON 97223 HY 200 Safe Set with HY200 HAS threaded rod edge. • No hole cleaning-Hilti HIT HY 200 Safe Set with HIT-Z or HIT-Z-R 9. In load bearing walls, metal studs shall be installed to align with truss,joist, or stud above threaded rods transferring load to the bearing wall. At multiple ply framing members such as girder trusses, STRUCTURAL SPECIAL INSPECTION SCHEDULE NOTES: • Masonry anchor-Hilti HIT HY 70 with HAS-E rods provide at least one supporting stud per ply, unless noted otherwise. 1. Items marked with an'X'shall be inspected in accordance with chapter 17 of the building code by a certified special inspector from an 10. Provide ICC approved mechanical anchors based on the following: 10. Plywood/OSB sheathing shall be fastened to studs with No. 8 flat head screws with a established testing agency. For material sampling and testing requirements, refer to the project specifications and the specific general notes A. Torque Control(TC)anchor-Hilti Kwik bolt TZ minimum head diameter of 0.292 inches. sections. The testing agency shall send copies of all structural testing and inspection reports directly to the architect, engineer, contractor,and B. Sleeve anchor-Hilti HLC Sleeve anchor 11. Metal framing shall be fastened together with minimum#8 wafer head self drilling screws. building official. Any items which fail to comply with the approved construction documents shall immediately be brought to the attention of the C. Screw anchor-Hilti Kwik HUS-EZ 12. Unless noted otherwise, install 1/2"diameter anchor bolts in bottom track at 2'-8"on center contractor for correction. If discrepancies are not corrected,they shall be brought to the attention of the building official, architect, and engineer 11. See specifications for specific product information and installation instructions,and drawings with minimum of two bolts per length of wall.Alternately, PAF anchorage specified by the G 11 A FA R I prior to completion of that phase of the work. Special inspection testing requirements apply equally to all bidder designed components. for application use. stud engineer is acceptable. 2. Continuous special inspection means the full-time observation of work requiring special inspection by an approved special inspector who is 12. All installations shall be done by an individual certified by the manufacturer. Certifications shall present in the area where the work is being performed. Periodic special inspection means the part-time or intermittent observation of work be submitted to the special inspector prior to commencement of work. • requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at 13. All anchors shall be inspected as described in specifications. the completion of the work. (sect 1702) 14. Anchor capacity is dependant on anchor spacing and edge distances. Install bolts as detailed. 89 MONROE CENTER 3. Special inspection is not required for work performed by an approved fabricator per section 1704.2.5.2. 15. If anchors cannot be installed as detailed notify Architect for alternate connection detail. SUITE 400 4. Inspection for pre-fabricated construction shall be the same as if the material used in the construction took place on site. Continuous inspection 16. Existing reinforcing bars in the concrete may conflict with specific anchor locations. Unless GRAND RAPIDS, MI 49503 USA will not be required during pre-fabrication if the approved agency certifies the construction and furnishes evidence of compliance. noted otherwise those bars are not to be cut. The contractor shall review the drawings and TEL +1.616.771.0909 5. Slip-critical connections may have periodic special inspection provided that direct tension indicators,twist-off bolts, or turn-of-the-nut method undertake a method to locate such bars. www.ghafari.com with match marking techniques are used. 6. All welds shall be visibly inspected. 7. All complete penetration welds shall be tested ultrasonically or by using another approved method. POST INSTALLED ANCHOR SPEC NOTES 8. Not Used. 9. Not Used. 1. All post installed anchors shall be done per ACI 318&355, ICC-ES AC01, ICC-ES AC58, ICC- 1 10. Not Used. ES AC60, ICC-ES AC106, ICC-ES AC193 and ICC-ES AC308 requirements, and as stated on J D H 11. Continuous special inspection is required for adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained contract documents. tension loads in accordance with building code section 1705.3. Periodic special inspections is allowed for mechanical anchors and adhesive 2. Provide submittals for Product Data, ICC reports, and installer certifications. Structural anchors not defined in the continuous special inspections requirements noted above. Post-installed anchors into masonry or concrete may be Engineering used onlywhen approved byarchitect and/or engineer usingan approvedproduct with currentpublished ICC-ES research report issued byan 3. All installations must be done by individuals certified by the manufacturer. 2019-02-017 9 9 pp g pp p 4. For horizontal and upwardly inclined adhesive installations,the installer shall be certified by an 3000 Ivanrest Ave SW Suite 8 approved source in accordance with 17.8.2 in ACI318 or other qualification procedures. ACI/CRSI Adhesive Anchor Installing Certification Program or equivalent. Grandville,Michigan 49418 12. Not Used. 5. Unless otherwise specified, do not drill holes in concrete or masonry until concrete, mortar, or b1b.531.b020•www.jdheng.com 13. Special inspection for structural steel shall be per AISC 303, Section 8 or the project contract documents,whichever is more stringent. grout has met Manufacturer's specifications. 14. Any construction or material that has failed inspection shall be subject to removal and replacement. 6. Torque Controlled Anchors and Sleeve Anchors: Protect threads from damage during anchor 15. This table and notes represent code requirements for structural portions of the project and is not a complete representation of what may be installation. Set anchors to manufacturer's recommended torque, using a torque wrench. required by chapter 17 of the building code. See chapter 17 and project specifications for additional requirements. Following attainment of 10%of the specified torque, 100%of the specified torque shall be REGISTRATION SEAL reached within 7 or fewer complete turns of the nut. If the specified torque is not achieved within the required number of turns, the anchor shall be removed and replaced unless otherwise directed by the Engineer. 7. Screw Anchors: Install screw anchors to a snug tight condition unless noted otherwise. 8. Adhesive anchors: Clean all holes per manufacturer instructions to remove loose material and .,,rj PrZ or, drilling dust prior to installation of adhesive. Inject adhesive into holes proceeding from the GV' ...---71.----,c-0. , ' bottom of the hole and progressing toward the surface in such a manner as to avoid �4 y `'` 4 ''''''\moi' introduction of air pockets in the adhesive. Follow manufacturer recommendations to ensure 4, �,� `i"' proper mixing of adhesive components. Sufficient adhesive shall be injected in the hole tot '"- l -. ensure that the annular gap is filled to the surface. Remove excess adhesive from the surface. 6i1v .-...-r Shim anchors with suitable device to center the anchor in the hole. Do not disturb or loadanchors before manufacturer specified cure time has elapsed. r ��, c ;yam, .) 9. Continuous special Inspection of post-installed anchors shall be provided as required by ICC- e. f'P j- 13,,. ES evaluation reports. This service shall be performed by personnel independent of the -4;, "`--A-"�' \- Manufacturer or Contractor so as to prevent a conflict of interest. aC7��Fi�'`� 10. The Engineer or Architect of Record may require pullout or shear tests, in addition to Special E,Xplt,ES: 11.31.ZOI i Inspection,to determine the adequacy of anchors. A field testing program shall be established by the independent test laboratory and/or Engineer of Record and performed in accordance with appropriate ASTM test standards. Field tests shall be non-destructive whenever possible. • A 03/08/19 DOC REL 02-IFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 PROJECT MANAGER A. ECKERT a DESIGNED BY TDH/JAC v DRAWN BY JAC N rn QUALCHECK TDH .- orr SHEET TITLE en ("76 STRUCTURAL NOTES & 00 SCHEDULES 0 © w a 0 0 07 Q ii S1 .2 u_ SHEET NUMBERx 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"ymiow-._mie , 1"=20'-0"m_ 1"=30'-0" emeremmo , 1"=40'-0"Ermili r.ommm 1"=50'-0"- 1"=60'-0" e.mi 1"=80'-0"- , 1"=100'-0" 1"=200'-0" 1"=400'-0"mom 1"=500'-0" i 1"=1000'-0" - momme 0 1' 2' 0 1' 2 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1Yz"=1'_0,. 1' 1-0"ammo____ I 3/4"=1'-0" V=1'-0"imm 3�"=1'-0" i 1/4"=1-0"tio 1 /e"=1"-0"Yommot "=1'-0"` Nammaximaro 3/32"=1'-0"i l %e`=1'4". ALTAR ' G STATE RR QQ PPCIO 41111:1 30'-0"FV 30'-0"FV 24'-2"FV 11'-6"FV �( r 1 EDGEEXISTINGION(F , I WASHINGTON SQUARE FOUNDATION(FV) I II I I I 9585 SW WASHINGTON SQUARE RD I,1 — - - — - - - - - 1 - - - - - - - M - - - - - - ,- - - - , • - - SPACE G O. — - 34.7 TIGARD OREEGONN 97223 TYP 5 S2 1 , "NI2 > G H A FA R I I I I I u- I IN W LO 89 MONROE CENTER I 0 I I Z:0 SUITE 400 o GRAND RAPIDS, MI 49503 USA z TEL +1.616.771.0909 CO www.ghafari.com x Ui I J k I 1 IJDH - - - - - i - - - - — _ _ - - - - - u_ _____:_„. Structural :- I I I I Engineering 2019-02-017 33.6 3000 Ivanrest Ave SW Suite B Grandville,Michigan 49418 I I I 1I 616.531.6020•www.jdheng.com EXISTING PILE CAPS BELOW AT COLUMNS TYPICAL I I I REGISTRATION SEAL 2 I I , I > //� (V W LLI { I I ILo Neu + +,'a y.I 01 II 1 I Z 1 ira'� + IA F- c"` RI I I ihrW I I I Ir ± 1-'1 I-Li L L_____ — (3) EXPIR E& i1.3I.tot t 1 1 I 1 3 . I I I 1 j Level 01 - FOUNDATION �� PLAN SCALE: 1/8"= 1%0" A 03/08/19 DOC REL 02-IFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 2 PROJECT MANAGER A. ECKERT Q. DESIGNED BY TDH/JAC al- DRAWN BY JAC N co QUALCHECK TDH N SHEET TITLE M M FOUNDATION PLAN co T 0 N ©I^ VJ W I- 0 0 co U) Q S1 .3 SHEET NUMBER I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"-50'-0"�r �� i 1"=60'-0"�� 1"=80'-0"�� 1"-100'-0" , 1"=200'-0" �r� 1"=400'-0"_� � 1"=1000'-0" D 0"rm � 1"=20_0 �r aw.r� 1"=30-0" 1"=4 '-0' �� - - - - 1"=500-D"...� 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' i6' 0 8' 16' 0 16' 37 0 16' 32' Vii„=1'-0” 1„=1,-0„imme3/4"=1-0"emomi r=1'-0" I..sou• 3j"=1'-0" . ".=-1'-0"siowas , %,e=1'-0" 1/6".1 0„ umo %32"=1"-0"sm...r i %e'=1`-0"imiumo I • ALTAR ' G RR Q. PPCI 0 STATE T I I I I + I + I I I FLOOR FRAMING PLAN NOTES L4X4X5/16 KICKER Floor beam nomenclature is as follows: BELOW @ END BRACE l + I { + NUMBER OF EQUALLY SPACED 'f' EX W21X62 I I EX W21x62 M - - - - - - - - - - — SHEAR STUDS(IF ANY) `` 34.7 DESIGNATIONAISC STEEL — CAMBERSTUSIZE: A3/ DIAMETER WASHINGTON SQUARE .d. (IF ANY) C6X8.2 1'-0"LNG S2.1 "'= 15k W14x22(10)c=3/4" 15k 9585 SW WASHINGTON SQUARE RD EA END TYP W12X14n I IJ. 6. BEAM END REACTION: COMBINED SERVICE LOAD SPACE NO. N 9 C6X8.2 2'-0" o \S2.') + I EFFECT FROM ALLOWABLE STRESS DESIGN LOAD TIGARD, OREGON 97223 a o o ' LNG TIT - COMBINATIONS, UNO. 1. UNO,weld to supports shall be 5/8"puddle welds, 12"max OC. o X l + 2. UNO, sidelap fasteners shall be#10 Buildex Traxx screws(or equivalent)between supports, b' N NCsJ CD co N co spaced at 36"on center for spans over 5'-0"in length. No fasteners required for spans less N x x x x > I I than 5'-0". For all deck types with interlocking sidelaps, replace screws with button punching or welds. x x x x x x x 3. UNO, at bearing ends of deck,weld deck edges to supports at each deck rib with 5/8"puddle w w ' w w w w p I weld, but weld spacing need not be less than 6"OC. W14.X14 4. UNO, at deck edges where deck runs parallel, provide(2)5/8"puddle welds at each joist or G H A FA R I '4111111t x4x5/16 TYP beam.Where a continuous steel support has been provided,weld to supporting member with 52.1AIM , I 5/8"puddle welds at 12"OC. S21 5. UNO on plans, beams or joists are equally spaced between columns or along girders. 89 MONROE CENTER 6. Design beams w/o reaction identified on plan for vertical allowable load of 10k. SUITE 400 EXISTING FRAMING + l 7. --, _ indicates deck span direction. GRAND RAPIDS, MI 49503 USA Ark5'-0" 5'-0" NOT SHOWN 8. ,,,,,2VUxx/v" indicates 2"composite metal floor deck. xx indicates the gauge of the TEL +1.616.771.0909 ® S2.1 I , / deck. y"indicates the total slab thickness(Normal weight concrete). www.ghafari.com Q - - - - - - - - - - - - 411) ---(-- * `. W16X26 �/� I + - 33.6 CUT BACK EXISTING .1111 JDH STEEL AND FRAME N NEW CONSTRUCTION TION —� f.---.---2'-81/2" I I Structural(TYP 3 BEAMS THIS BAY) . --- -co -- OVERCUTTING AT TYP 0 to N Engineering - : CORNERS NOT • LOWED I + 2019-02-017 S2.1CO Grandville,3000 eMicst Ave SW Suite$ Michigan 49418 + I 616.531.6020•www.jdheng.com N \"----3'•81/2" N W8X10 w W8X10 wco N x SIM m > _� ► _Aar,L4X4X5/16 KICKER '` 7 x x I REGISTRATION SEAL CENTERED TYPICAL ��, S2.1 OPPD w 1 ,�, w @ BRACES 8 ,idak 8 W8X10 W8X10 I I S2.1 S2.1 S2.1 w •.... EXISTING OPENING~(FV) l I P:10,-,,:',\ -.y4 I VFILL W/2VLI18/5"METAL DECK TO MATCHEXISTING <* {{. 4,�,, C17-5"--.4 W16X26 N W8X10 SPAN DECK BETWEEN NEW BEAMS � "° ',>'�,,.\\ EXPOSE STEEL `� AND REINFORCE r, , i l Q.� I WITH FRAMING /�—_ w EX W21X62 w zo 1 _ - — - - - - L - — - - - - el 6itAr--------. r .,o'° .cor. , 7 I I I ?/4‘..,..1:7:'(IplEIri+�''i�fi»3� CUT BACK EXISTING STEEL AND FRAME INTO EXPIRES: NEW CONSTRUCTION Level 02 - SECOND FLOOR A FRAMING PLAN mi, SCALE: 1/8"= 1'-0" I - I I I I I A 03/08/19 DOC REL 02-IFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 PROJECT MANAGER A. ECKERT Q. DESIGNED BY TDH/JAC 0'71: DRAWN BY JAC N co QUALCHECK TDH CS SHEET TITLE M "' SECOND FLOOR c FRAMING PLAN 0 N 0 w f-- < ^a v 0 co re 1 .4 u_ SHEET NUMBERs 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"a 7 1"=20'-0" •wmooemr 1"=30`-0"mont 1"=40'-0" m=mmor 1"=50'-0" rr_ememp 1" 0'^0"eimmi , 1"=80'-0" immiim I 1"=100'-0" , 1"=200'-0" ami , 1"=400'-0"-mie 1"=500'-0"a.mit , 1"=1000'-0" 1...1 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 37 1V`=1.-0" i 1"=1'-0" MIIMIIIr 3i'=1'-U',.....L_____ ..=1.-0..— 3�"=1-0'.Imensol y..=1'-0.,rim 3/1e.=1'-0" , 3'=1'-0"osomr 3/"=1._0' 148'=1'-0" Emir Immommo ALTAR ' a STATE .,_ RR QQ PPI IS I 1 i I I I I I I I A I I I WASHINGTON SQUARE - - - - - - - - - - - III - - - - - - - - - M 4 - - - - - - — — , — — — .7 9585 SW WASHINGTON SQUARE RD C6X8.2 1'-0"LNG I I I 1 - SPACE NO. T-13 EA END TYP TIGARD, OREGON 97223 C6X8.2 2'-0" b LNG TYP � { I I I I .` N - 'Cr77..."''' I I 1 I XG H A FA R I „ Q r,.'' 0 1 I I I I --- L4x4x5/16 TYP I ! 89 MONROE SIMCENTER SUITE 400 6 www.ghafari.com AgROOF FRAMING GRAND RAPIDS, Mi 49503 USA .1 NOT SHOWN TYPICAL TEL +1.616.771.0909 S2 +�� I I I I (—±-t_ r 411110 , , , `��JF+ I I I I JDH � . , 33.61 --t" I I I / Structural o 2019-02-017 Engineering 3000 Ivanrest Ave SW Suite 8 I I I 616.531.10,Michigan 4941$ b616.531.6020•www.jdheng.com s. , I I I I N o REGISTRATION SEAL I I I I . �/w FIELD TO VERIFY FIT UP OF NEW FACADE WITH EXISTING ROOF DECK. CONTACT NE T._) '=� FOR GUIDANCE IF ROOF DECK REQUIRES N. I I I I _.51 �� .{ MODIFICATION TO MAKE NEW es- CONSTRUCTION WATER TIGHT 3� ;tu p+ .r} \ 1\ I I I I r''" •A <li�' r rl I I I-LI L 4110 -,..r.:',,, ..-:k-_, ,,,,.,. I I I 1 I I I I I I EXPIRES: 11.Si.Z0141 I I I I - Level 03 - ROOF FRAMING __ PLAN I 'p SCALE: 1/8"= 1'-0" I I • I A 03/08/19 DOC REL 02-IFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 PROJECT MANAGER A. ECKERT m DESIGNED BY TDH/JAC Lo v DRAWN BY JAC N rn QUALCHECK TDH T e SHEET TITLE co M ROOF FRAMING PLAN 07 N W i— Q U 0 CO CO Q S'I .5 Q SHEETNUMBER = a 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1 1"=30'-0" + 1"=40'-0" __� , 1"=50'-0" 1 1"=60'-0" 1"=80.0" , 1"=100'-0"s� 1"=200'-0"— + 1"=400'-0"i immignimmi 1"=500'-O"11.11 , 1" 1000'-0" �� 0 1' 2' 0 12' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 15 37 0 16' 37 1"s1'0"_ 1 V=V-Cr aemema ; V=V-0"emeaL ; 3ic=1'-0"Mommea ; VI=1-0"ale ; Y•8"=V-0' onek , 3'I=1'-0"leemet _ 3i3I=1'-0" SHIM AS REQUIRED TO ALTAR3a BEAR DECK ON BEAM ,„,---- WALL(SEE ARCH) r EXISTING - EXISTING DECK -------- #4 3'-0"LNG @ 18"OC. DRILL& EXPANSION JOINT STATE EXISTING CONC EPDXY 12"INTO EXISTING SLAB AND CONC 1 NEW OPENING 0.- AROUND ENTIRE PERIMETER i I (SEE ARCH) ii , . I ii 1 r----\ I-71: \ i \ / \ it , --- - . • 5/8"THREADED ROD @ 24"OC CONT L5x3x1/4(LLV) W/HILTLI HIT-RE 500 V3 EPDXY. .. S- EMBED 2-3/4" INTO EXISTING ‘' ---- NEW 2'VLI 18 1.5"METAL 5/8"THREADED ROD @ 24"OC DECK AND TOPPING (TO EXISTING SLAB. CENTER IN SLAB* -7 W/HILTLI HIT-RE 500 V3 EPDXY. /- MATCH EX) EMBED 2-3/4" INTO EXISTING \ .,....,........._ 5/8"THREADED ROD @ 12"OC -----lE W10(SEE PLAN) SLAB. CENTER IN SLAB NOTE: COORDINATE STAIR STRINGER NEW W8(SEE PLAN) --------"e ..... 5/8"PUDDLE WELD NOTE: @ 6"OC(TYP) ,,,, c=zit= W./HILTLI HIT-RE 500 V3 EPDXY. EMBED 2-3/4"INTO EXISTING SLAB. CENTER IN SLAB WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 CONNECTIONS w/ FIELD TO INVESTIGATE IF THERE IS STRUCTURAL TIGARD, OREGON 97223 EX W16 @ SIM NEW BEAM __ ) A STAIR SUPPLIER STEEL EXISTING AT OPENING. IF SO, PROVIDE NE WITH NEW BEAM INFORMATION OF EXISTING CONDITIONS FOR REVIEW. I I (SEE PLAN) IF NOT, PROVIDE NEW STEEL INDICATED ON PLAN AND INFILL ACCORDING TO THIS DETAIL. DETAIL AT EXPANSION 1 NOT USED (-2- NEW STAIR EDGE 3 SLAB OPENING INFILL 4 JOINT 1 , S2.1 SCALE: 1"= V-0" Gil AFAR I RR 89 MONROE CENTER SUITE 400 DEMO EXISTING FACADE GRAND RAPIDS, MI 49503 USA • (SEE DEMO PLAN) TEL +1.616.771.0909 METAL STUD AND FACADE (SEE ARCH) ri- 1/4 11)) / www.ghafari.com DESIGN ANCHORAGE FOR 6K(ULT) TYP /TYP CUT FLOOR BACK TO FORM 1/4/ \ :111,3 j D H SHEAR REACTION (BY SUPPLIER) NEW OPENING (SEE ARCH) V SEE ARCH -.. CUT DECK AT RIB VALLEY(5" - MAX UNIFORM LOAD TO 1. ..._ L4 TYP DEEP)WHERE DECK RUNS EDGE OVERHANG = 500 PLF i II • T1 .; „ F.F.0 0 \I\\ PARALLEL Structural PER FOOT. _I II .1 it METAL STUD BREAK TO OCCUR AT C6. METAL STUD. Engineering GLAZING WHERE ,I ;; - „ METAL STUD TO BE SELF SUPPORTING L4 KICKER 5/8"THREADED ROD @ 12"OC 2019-02-017 SLAB-ON-GRADE--\\ ;OCCURS.----''.."-----L, II ; FOR DEAD LOAD. SUPPLIER TO DESIGN BEYOND 3000 Ivanrest Ave SW Suite Et SEE PLAN , . x N 4 I W/HILTLI HIT-RE 500 V3 EPDXY. Grandville,Michigan 49418 1 ; #4 ill __. CONNECTION TO C6 FOR 5.5K(ULD EMBED 2-3/4"INTO EXISTING 1% 616.531.6020•www.jdheng.com -• ''. : ! ;• . SLOPELOAD AT SECOND FLOOR AND 2K(ULT) ' ( ) SLAB. CENTER IN SLAB - - ---4.---• LATERAL LOAD AT ROOF 4.--- c'4 , 7. ,. ...ir \ , 5 . I o, • - /• -4) EXISTING METAL DECK AND CONC REGISTRATION SEAL , & ------ '11 Jr-4k, Air--------F--6--1- , _ , / / i Lieiv84, \Jr ANCHOR METAL STUD INTO BASE SLAB . , ' 1 THROUGH INFILL SLAB(BY SUPPLIER) NO BREAK AT SIM(ROOF) \ 1/4>2"MIN I1-r—tr—.-A. 1 U I )/ TYP / -- 5/8"THREADED ROD @ 24"OC ' INFILL SLOPING SLAB / 1/4 2"MIN W/HILTLI HIT-RE 500 V3 EPDXY. (SEE ARCH) EMBED 2-3/4"INTO EXISTING GRADE BEAM 0 4.11 EXISTING BEAM REQUIRED SLAB. CENTER IN SLAB I SEE PLAN W12 SHOWN (W30 AT ADJACENT BAY CONT L5x3x3/8(LLV) PILE CAP CFMF(BY SUPPLIER)SEE _ ",-, I I BEYOND • I ARCHITECT FOR WALL I ; SECTION I ..., C6X8.2 2'-0"LNG TYP — 1 I 1--- — 7 I 1'-0" LNG @ CORNERS 441,- - 1/4/ NOTE: . EXISTING SLAB FOUNDATION / A 1 i 3 SIDES TYP \ / 5/16/ EXISTING INFORMATION REFERENCE DETAIL 511S3.4 OF ORIGINAL CONTRACT W16 BM(SEE PLAN) DOCUMENT BY DLR ARCHITECTS. NOTE: DETAIL SIM AT ROOF I 3/8"SINGLE ANGLE SHEAR CONN Yil-Expilr*Nrils:41.2s1:1:1:019. EXISTING MALL EXTERIOR EDGE REINFORCEMENT AT 5 SOG FACADE BRACING 7 OPENING S2.1 SCALE: 1"= 1,-0" S2.1 SCALE: 1"= I-0" S2.1 SCALE: 3/4"= 1-0" NEW SLAB EDGE • CONT L5X3(LLV)ANGLE AT EDGE AROUND ENTIRE PERIMETER L6x6x112 5"LNG AT EACH CORNER IP- \\TYP 1 I 1 e . A 03/08/19 I DOC REL 02-IFP REV DATE I DOC REL##-DESCRIPTION " " *gm a•mm.m•w ma.1.0 emo asm ow•••••••1”•••••• ••rer. PROJECT# 187747 •---- FRAMING BEAM INTO CONTINUOUS PROJECT MANAGER A. ECKERT a BEAM DESIGNED BY TDH/JAC 9. NO OVERCUTTING OF SLAB DESIGNED DRAWN BY JAC ,.r? ALLOWED AT CORNERS CV CD QUALCHECK TDH 01 EXISTING FLOOR SLAB SHEET TITLE (NI c,) g CONTINUOUS BEAM DETAILS 03 k, CV Co LiJ I-- 0 0 DETAIL AT OPENING Co C/3 - < 8 CORNER S2.1 Li. S2.1 SCALE: 1"= 1,-0" SHEET NUMBER . = 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1'10'0"onem.__...___ , 1"•=20I-0"t ____Jimmemesup I 1"=30I•0"immae-wmememo ; 1"=40'-0"milm____. , 1"=50'-0"mummer= ; 1"=60'-0"imeelammeo ; 1"=80I-0"_ , 1".100'-0"ilimnMINIIMMI , 1"=400'-0"imu___Ntamorra --- . 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' /32"=1'-0" 1'- 0 )�"- 1"=1'-0°�i � , a/a"=1'-0"� � , �"=1'-0°r� I� 'le"=1'-0"�� i a"=1'-0"rr � , lie'=1'-0"a_ , �"=1'-0"�a �rrr�rrrr 3 - � � ys"= 0"I � 1 -1'-0"i ALTAR ' G STATE 34.7 SIM @ ROOF 133 33.60 I 52s .1 TO PARAPET TYP 140'-0" TYP 4 WASHINGTON SQUARE 6 ( 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 4 4 4 C-4- C-4-D 4 oryp \ / \ / \ / \ / \ / \ G H A FA R I89 MONROE CENTER SUITE 400 GRAND RAPIDS, MI 49503 USA TEL+1.616.771.0909 , - -YP , www.ghafari.com -4.v TYP '� 2 JDH- � � STOCK ROOM 1181-4" ,. Structural - 1 I Engineering 2019-02-017 3000 Ivanrest Ave SW Suite B Grandville,Michigan 49418 1 616.531.6020•www.jdheng.com 0 0 10 0 0 0 REGISTRATION SEAL I I I I s. 4.--' � "� ,,�tic+, ` „',, U t C-_, c,f C":::CON ,c." I I f 1, (3 EXPIRES: 1.Z,S1.VA FFE 1 I 100,-0" WEST - STRUCTURAL KEY NOTES: 1 ELEVATION 1. CFMF HEADER TO SUPPORT VERTICAL DEAD LOAD OF WINDOW SYSTEM&HORIZONTAL WIND&SEISMIC FORCES. SCALE: 1/4"= 1'-0" 2. JAMB STUD ANTICIPATED SPLICE AT SECOND FLOOR BRACING LOCATION. CFMF ENGINEER MAY REVIEW AS S2.2 REQUIRED. SPLIC SHALL BE DESIGNED TO TRANSFER ALL VERTICAL FORCES TO CFMF BELOW AND ALL HORIZONTAL WIND&SEISMIC FORCES TO BRACING AT SECOND FLOOR. 3. CFMR ANGLED GIRT TO BRACE WINDOW SYSTEM FOR OUT OF PLANE LOADS. COORDINATE CONNECTIONS WITH ARCH AND WINDOW SUPPLIER. 4. CFMF GIRT AT HEAD OF WINDOW TO COLLECT ANGLED GIRT HORIZONTAL WIND&SEISMIC LOADS AS WELL AS ALL • VERTICAL LOADING FROM INFILL CFMF ABOVE. 5. CFMF JAMB STUD ANCHORAGE TO ROOF BRACING DESIGNED TO TRANSFER ALL HORIZONTAL WIND&SEISMIC LOADS. 6. INFILL CFMF TYPICAL(NOT SHOWN). A 03/08/19 DOC REL 02-IFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 2 PROJECT MANAGER A. ECKERT 000 DESIGNED BY TDH/JAC 0 to DRAWN BY JAC N . co QUALCHECK TDH N SHEET TITLE M i'd ELEVATION a, 75 N U) W F-- Q V 0 G7 CO - Q c7 S2.2Q NUMBERu_ SHEET _ Q = 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" m.limp , 1"=20'-0" 1"=30'-0"rr , 1"=40'-0"___ , 1"=50'-0"immaurremommi , 1"=60'-0" r+.airarm. , 1"=80'-0" 1"=100_0" 1"=200'-0"�� 1"=400-0" , 1"=500'-0"imair . 1"=1000'-0" - 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' Ili"=1._0"sim 1"=1'-0" 3/4'=1'-0"i )6"=1'-0"�l 3c=1'-0" Y"=1'-0"....0 �..r 31ae=1'-0"rrrm� 14"=1'-0"i .rte 3/32"=1'-0" e"=1'-0"a� SECTION 032000-CONCRETE REINFORCING SECTION 033000-CAST-IN-PLACE CONCRETE SECTION 033000-CAST-IN-PLACE CONCRETE CONTINUED SECTION 033000-CAST-IN-PLACE CONCRETE CONTINUED 1. PART 1 - GENERAL 1. PART 1 - GENERAL 2. PART 2- PRODUCTS CONTINUED 3. PART 3- EXECUTION CONTINUED ALTAR 5 CI A. SUMMARY A. SUMMARY A. CONCRETE MIXING A. 3.7 CONCRETE CURING a. Section Includes: a. Section Includes: a. Ready-Mixed Concrete: Measure, batch, mix,and deliver concrete in a. Evaporation Retarder:Apply evaporation retarder to unformed concrete • Steel reinforcement bars. Cast-in-place concrete, including concrete materials, mixture design, accordance with ASTM C94/C94M and ASTM Cl116/C1116M,and furnish surfaces if hot, dry,or windy conditions cause moisture loss approaching 0.2 • Welded-wire reinforcement. placement procedures, and finishes. batch ticket information. lb/sq.ft. x h before and during finishing operations.Apply in accordance with STATE B. PREINSTALLATION MEETINGS b. Related Requirements: 3. PART 3- EXECUTION manufacturer's written instructions after placing, screeding,and bull floating or ' a. Preinstallation Conference: Conduct conference at Project • Section 032000"Concrete Reinforcing"for steel reinforcing bars and A. CONCRETE PLACEMENT darbying concrete, but before float finishing. site. welded-wire reinforcement. a. Before placing concrete,verify that installation of formwork, reinforcement, b. Curing: Comply with ACI 308.1. C. ACTION SUBMITTALS B. DEFINITIONS embedded items,and vapor retarder is complete and that required inspections B. TOLERANCES: Conform to ACI 117. a. Product Data: For the following: a. Cementitious Materials: Portland cement alone or in combination with one or are completed. C. FIELD QUALITY CONTROL • Each type of steel reinforcement. more of the following:blended hydraulic cement,fly ash,slag cement,and • Immediately prior to concrete placement, inspect vapor retarder for a. Special Inspections:Owner will engage a special inspector to perform field • Mechanical splice couplers. other pozzolans materials subject to compliance with requirements. damage and deficient installation,and repair defective areas. tests and inspections and prepare testing and inspection reports. b. Shop Drawings: Comply with ACI SP-066: b. Water/Cement Ratio(w/cm):The ratio by weight of water to cementitious • Provide continuous inspection of vapor retarder during concrete b. Batch Tickets: For each load delivered, submit three copies of batch delivery • Include placing drawings that detail fabrication, materials. placement and make necessary repairs to damaged areas as Work ticket to testing agency, indicating quantity, mix identification, admixtures, bending, and placement. C. ACTION SUBMITTALS progresses. design strength,aggregate size, design air content,design slump at time of • Include bar sizes, lengths, materials,grades,bar a. Product Data: For each of the following. b. Notify Architect and testing and inspection agencies 24 hours prior to batching, and amount of water that can be added at Project site. schedules, stirrup spacing, bent bar diagrams, bar • Portland cement. commencement of concrete placement. c. Concrete Tests:Testing of composite samples of fresh concrete obtained in arrangement, location of splices, lengths of lap splices, • Fly ash. c. Before test sampling and placing concrete,water may be added at Project site, accordance with ASTM C 172/C 172M shall be performed in accordance with WASHINGTON SQUARE details of mechanical splice couplers,details of welding • Slag cement. subject to limitations of ACI 301, but not to exceed the amount indicated on the the following requirements: 9585 SW WASHINGTON SQUARE RD splices,tie spacing, hoop spacing, and supports for • Aggregates. concrete delivery ticket. • Testing Frequency: Obtain one composite sample for each day's pour of concrete reinforcement. • Admixtures: • Do not add water to concrete after adding high-range water-reducing each concrete mixture exceeding 5 cu. yd., but less than 25 cu.yd., plus SPACE NO. T-13 D. INFORMATIONAL SUBMITTALS 1. Include limitations of use, including restrictions on cementitious admixtures to mixture. one set for each additional 50 cu.yd. or fraction thereof. TIGARD, OREGON 97223 a. Field quality-control reports. materials, supplementary cementitious materials,air entrainment, d. Deposit concrete continuously in one layer or in horizontal layers of such 1. When frequency of testing provides fewer than five compressive- E. QUALITY ASSURANCE aggregates,temperature at time of concrete placement, relative thickness that no new concrete is placed on concrete that has hardened strength tests for each concrete mixture,testing shall be a. Welding Qualifications: Qualify procedures and personnel in humidity at time of concrete placement, curing conditions,and use enough to cause seams or planes of weakness. conducted from at least five randomly selected batches or from accordance with AWS D1.4/D 1.4M. of other admixtures. • If a section cannot be placed continuously, provide construction joints as each batch if fewer than five are used. 2. PART 2- PRODUCTS • Vapor retarders. indicated. • Slump:ASTM C143/C143M: A. STEEL REINFORCEMENT • Curing materials. • Consolidate placed concrete with mechanical vibrating equipment in 1. One test at point of placement for each composite sample, but not a. Reinforcing Bars:ASTM A6151A615M, Grade 60, deformed. b. Design Mixtures: For each concrete mixture, include the following: accordance with ACI 301. less than one test for each day's pour of each concrete mixture. b. Headed-Steel Reinforcing Bars:ASTM A970/A970M. • Mixture identification. e. Deposit and consolidate concrete for floors and slabs in a continuous 2. Perform additional tests when concrete consistency appears to c. Plain-Steel Welded-Wire Reinforcement: • Minimum 28-day compressive strength. operation,within limits of construction joints, until placement of a panel or change. ASTM A1064/A1064M, plain,fabricated from as-drawn steel • Durability exposure class. section is complete. • Slump Flow:ASTM C1611/C1611M: - A FA R I wire into flat sheets. • Maximum w/cm. B. FINISHING FLOORS AND SLABS 1. One test at point of placement for each composite sample, but not d. Deformed-Steel Welded-Wire Reinforcement: • Calculated equilibrium unit weight,for lightweight concrete. a. Comply with ACI 302.1 R recommendations for screeding, restraightening, and less than one test for each day's pour of each concrete mixture. ASTM Al064/A1064M,flat sheet. • Slump limit. finishing operations for concrete surfaces. Do not wet concrete surfaces. 2. Perform additional tests when concrete consistency appears to 89 MONROE CENTER B. REINFORCEMENT ACCESSORIES • Air content. b. Scratch Finish: change. SUITE 400 a. Bar Supports: Bolsters, chairs,spacers,and other devices for • Nominal maximum aggregate size. • Apply scratch finish to surfaces to receive concrete floor toppings to • Air Content:ASTM C231/C231 M pressure method,for normal-weight GRAND RAPIDS, M149503 USA spacing,supporting,and fastening reinforcing bars and • Indicate amounts of mixing water to be withheld for later addition at receive mortar setting beds for bonded cementitious floor finishes. concrete; welded-wire reinforcement in place. Project site if permitted. c. Float Finish: 1. One test for each composite sample, but not less than one test for TEL+1.616.771.0909 C. FABRICATING REINFORCEMENT • Intended placement method. • Apply float finish to surfaces to receive trowel finish and to be covered each day's pour of each concrete mixture. www.ghafari.com a. Fabricate steel reinforcement according to CRSI's"Manual of • Submit alternate design mixtures when characteristics of materials, with fluid-applied or sheet waterproofing, built-up or membrane roofing, • Concrete Temperature:ASTM C1064/C1064M: Standard Practice." Project conditions,weather,test results,or other circumstances warrant or sand-bed terrazzo. 1. One test hourly when air temperature is 40 deg F and below or 80 3. PART 3- EXECUTION adjustments. d. Trowel Finish: deg F and above, and one test for each composite sample. A. PREPARATION • Proportions or historical strength data in accordance with AC1301. • Apply a trowel finish to surfaces exposed to view or to be covered with • Compressive-Strength Tests:ASTM C39/C39M. a. Protection of In-Place Conditions: D. INFORMATIONAL SUBMITTALS resilient flooring,carpet,ceramic or quarry tile set over a cleavage 1. Test one set of two laboratory-cured specimens at seven days • Do not cut or puncture vapor retarder. a. Material Certificates: For each of the following, signed by manufacturers: membrane, paint, or another thin-film-finish coating system. and one set of two specimens at 28 days. 4 JDH • • Repair damage and reseal vapor retarder before • Cementitious materials. e. Trowel and Fine-Broom Finish:Apply a first trowel finish to surfaces indicated 2. Test one set of two field-cured specimens at seven days and one placing concrete. • Admixtures. on Drawings or where ceramic or quarry tile is to be installed by either thickset set of two specimens at 28 days. Structural b. Clean reinforcement of loose rust and mill scale, earth, ice, • Curing compounds. or thinset method.While concrete is still plastic, slightly scarify surface with a 3. A compressive-strength test shall be the average compressive Engineering • 17 and other foreign materials that reduce bond to concrete. b. Field quality-control reports. fine broom perpendicular to main traffic route. strength from a set of two specimens obtained from same 203000Qe t Ave SW Suite 8 B. INSTALLATION OF STEEL REINFORCEMENT E. QUALITY ASSURANCE • Comply with flatness and levelness tolerances for trowel-finished floor composite sample and tested at age indicated. Grandville,Michigan 49418 a. Comply with CRSI's"Manual of Standard Practice"for placing a. Ready-Mixed Concrete Manufacturer Qualifications:A firm experienced in surfaces. • When strength of field-cured cylinders is less than 85 percent of 616.531.6020•www.jdheng.com and supporting reinforcement. manufacturing ready-mixed concrete products and that complies with f. Broom Finish:Apply a broom finish to exterior concrete platforms, steps, companion laboratory-cured cylinders, Contractor shall evaluate b. Accurately position, support, and secure reinforcement ASTM C94/C94M requirements for production facilities and equipment. ramps, and locations indicated on Drawings. operations and provide corrective procedures for protecting and curing against displacement. • Manufacturer certified in accordance with NRMCA's"Certification of • Coordinate required final finish with Architect before application. in-place concrete. • Locate and support reinforcement with bar supports to Ready Mixed Concrete Production Facilities." • Nondestructive Testing: Impact hammer, sonoscope, or other REGISTRATION SEAL maintain minimum concrete cover. F. DELIVERY, STORAGE,AND HANDLING:Comply with ASTM C94/C94M and nondestructive device may be permitted by Architect but will not be used • Do not tack weld crossing reinforcing bars. ACI 301. as sole basis for approval or rejection of concrete. c. Provide concrete coverage in accordance with ACI 318. 2. PART 2- PRODUCTS • Additional Tests: d. Set wire ties with ends directed into concrete, not toward A. CONCRETE,GENERAL 1. Testing and inspecting agency shall make additional tests of exposed concrete surfaces. a. ACI Publications: Comply with ACI 301. concrete when test results indicate that slump, air entrainment, r3 P^C+F., e. Install welded-wire reinforcement in longest practicable B. CONCRETE MATERIALS compressive strengths, or other requirements have not been met, ,� c:--, - _t a. lengths. a. • Cementitious Materials: as directed by Architect. -& `�' • Support welded-wire reinforcement in accordance with • Portland Cement:ASTM C150/C150M,Type I. 2. Testing and inspecting agency may conduct tests to determine Q. el.A , 1 CRS!"Manual of Standard Practice." • Fly Ash:ASTM C618,Class C or F. adequacy of concrete by cored cylinders complying with ". ` ' .: • Lap edges and ends of adjoining sheets at least one • Slag Cement:ASTM C989/C989M, Grade 100 or 120. ASTM C42/C42M or by other methods as directed by Architect. /::50.,. ...---- mesh spacing plus 2 inches for plain wire and 8 inches b. Normal-Weight Aggregates:ASTM C33/C33M, Class 1N coarse aggregate or A. Acceptance criteria for concrete strength shall be in If for deformed wire. better, graded. Provide aggregates from a single source. accordance with ACI 301 section 1.6.6.3. L^ 0r' c c ,r(T • Offset laps of adjoining sheet widths to prevent • Maximum Coarse-Aggregate Size: as indicated. • Additional testing and inspecting, at Contractor's expense,will be ` ; 1 ,?- -"e continuous laps in either direction. • Fine Aggregate: Free of materials with deleterious reactivity to alkali in performed to determine compliance of replaced or additional work with /47aEhfi d � s\ • Lace overlaps with wire. cement. specified requirements. C. INSTALLATION TOLERANCES c. Air-Entraining Admixture:ASTM C260/C260M. • Correct deficiencies in the Work that test reports and inspections EXPIRES, 12.31.2x1 ei a. Comply with ACI 117. d. Chemical Admixtures:Certified by manufacturer to be compatible with other indicate do not comply with the Contract Documents. D. FIELD QUALITY CONTROL admixtures that do not contribute water-soluble chloride ions exceeding those D. PROTECTION a. Special Inspections: Owner will engage a special inspector permitted in hardened concrete. Do not use calcium chloride or admixtures a. Protect concrete surfaces as follows: and qualified testing and inspecting agency to perform field containing calcium chloride in steel-reinforced concrete. • Protect from petroleum stains. tests and inspections and prepare test reports. • Water-Reducing Admixture:ASTM C494/C494M,Type A. • Diaper hydraulic equipment used over concrete surfaces. b. Testing Agency: Engage a qualified testing and inspecting • Retarding Admixture:ASTM C494/C494M,Type B. • Prohibit vehicles from interior concrete slabs. agency to perform tests and inspections and to submit • Water-Reducing and-Retarding Admixture:ASTM C494/C494M, • Prohibit use of pipe-cutting machinery over concrete surfaces. reports. Type D. • Prohibit placement of steel items on concrete surfaces. c. Inspections: • High-Range,Water-Reducing Admixture:ASTM C494/C494M, Type F. • Prohibit use of acids or acidic detergents over concrete surfaces. • Steel-reinforcement placement. • High-Range,Water-Reducing and-Retarding Admixture: • Protect liquid floor treatment from damage and wear during the END OF SECTION 032000 ASTM C494/C494M,Type G. remainder of construction period. Use protective methods and materials, • Plasticizing and Retarding Admixture:ASTM C1017/C1017M,Type II. including temporary covering, recommended in writing by liquid floor e. Water and Water Used to Make Ice:ASTM C94/C94M, potable or complying treatments installer. with ASTM C1602/C1602M, including all limits listed in Table 2 and the • Protect concrete surfaces scheduled to receive surface hardener or requirements of paragraph 5.4 polished concrete finish using Floor Slab Protective Covering. C. CURING MATERIALSEND OF SECTION 033000 a. Absorptive Cover:AASHTO M 182, Class 2, burlap cloth made from jute or kenaf,weighing approximately 9 oz./sq.yd.when dry. b. Moisture-Retaining Cover:ASTM C171, polyethylene film burlap-polyethylene sheet. c. Curing Paper: Eight-feet-wide paper,consisting of two layers of fibered kraft paper laminated with double coating of asphalt. d. Water: Potable or complying with ASTM C1602/C1602M. e. Clear,Waterborne, Membrane-Forming, Dissipating Curing Compound: ASTM C309,Type 1, Class B. f. Clear,Waterborne, Membrane-Forming, Nondissipating Curing Compound: ASTM C309,Type 1,Class B,certified by curing compound manufacturer to not interfere with bonding of floor covering. g. Clear,Waterborne, Membrane-Forming, Curing and Sealing Compound: ASTM C1315, Type 1, Class A. D. CONCRETE MIXTURES, GENERAL a. Prepare design mixtures for each type and strength of concrete,proportioned A 03/08/19 DOC REL 02-IFP on the basis of laboratory trial mixture or field test data, or both, in accordance REV DATE DOC REL##-DESCRIPTION with AGI 301. • Use a qualified testing agency for preparing and reporting proposed mixture designs, based on laboratory trial mixtures. b. Cementitious Materials: Limit percentage, by weight, of cementitious materials PROJECT# 187747 other than portland cement in concrete as follows: - PROJECT MANAGER A. ECKERT EL • Fly Ash or Other Pozzolans: 25 percent by mass. to • Slag Cement:50 percent by mass. DESIGNED BY JAC o • Total of Fly Ash or Other Pozzolans, Slag Cement: 50 percent by mass, Lo with fly ash or pozzolans not exceeding 25 percent by mass. DRAWN BY JAC iNi • Total of Fly Ash or Other Pozzolans: 35 percent by mass with fly ash or QUALCHECK TDH pozzolans not exceeding 25 percent by mass. M c. Admixtures: Use admixtures in accordance with manufacturer's written SHEET TITLE instructions. `l E. CONCRETE MIXTURES:As indicated on drawings. STRUCTURAL 0 CONCRETE CV SPECIFICATIONS Ili i— U O Co co Q SS.1 SHEET NUMBER 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10-0"emo . 1"=20-0" 1"=30'-0"lorma re. 1"=40-0"rrd 1"=50-0" Imummumw 1----6a-on 111111111111111 1"=80'-0" a 1"=100'-0" ammeamme1"=200_0 1"=400_0" Ain�r r� �.. 1"=500-0" umi 1"=1000-0 Yrr. e O 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32 17§"=1'-0" imme 1"=1'-0"- i I 3/4`=1'-0"rrrrrrr „=1'-0„ammi 3i"=1'-0" isva %"=1'-0"Iemr Y 1 3/4'''V-0" i "=1'-0"reir i i 3/32`=1'-0"ori lie-1'-0".e i 1 SECTION 051200-STRUCTURAL STEEL FRAMING SECTION 051200-STRUCTURAL STEEL FRAMING CONTINUED SECTION 053100-STEEL DECKING 1. PART 1 - GENERAL 2. PART 2- PRODUCTS CONTINUED 1. PART 1 - GENERAL ALTAR. ' a A. SUMMARY A. SHOP PRIMING A. SUMMARY SECTION 054000-COLD-FORMED METAL FRAMING SECTION 054000-COLD-FORMED METAL FRAMING CONTINUED a. Section Includes: a. Shop prime steel surfaces, except the following: a. Section Includes: 1. PART 1 - GENERAL 3. PART 3- EXECUTION 1. Structural steel. 1. Surfaces embedded in concrete or mortar. Extend • Composite floor deck. A. SUMMARY A. PREPARATION B. DEFINITIONS priming of partially embedded members to a depth of B. ACTION SUBMITTALS a. Section Includes: a. Before sprayed fire-resistive materials are applied, attach continuous angles, STATE a. Structural Steel: Elements of the structural frame indicated on Drawings and as 2 inches. a. Shop Drawings: 1. Exterior non-load-bearing wall framing. supplementary framing,or tracks to structural members indicated to receive - described in ANSI/AISC 303. 2. Surfaces to be field welded. • Include layout and types of deck panels,anchorage B. ACTION SUBMITTALS sprayed fire-resistive materials. C. ACTION SUBMITTALS 3. Surfaces of high-strength bolted, slip-critical details, reinforcing channels, pans,cut deck a. Product Data: For each type of product. b. After applying sprayed fire-resistive materials, remove only as much of these a. Product Data: connections. openings, special jointing,accessories, and b. Shop Drawings: materials as needed to complete installation of cold-formed framing without 1. Structural-steel materials. 4. Surfaces to receive sprayed fire-resistive materials attachments to other construction. 1. Include layout, spacings,sizes,thicknesses,and types of cold-formed reducing thickness of fire-resistive materials below that required to obtain fire- 2. High-strength, bolt-nut-washer assemblies. (applied fireproofing). C. INFORMATIONAL SUBMITTALS steel framing;fabrication; and fastening and anchorage details, including resistance ratings indicated. Protect remaining fire-resistive materials from b. Shop Drawings: Show fabrication of structural-steel components. 5. Galvanized surfaces. a. Product Certificates: For each type of steel deck. mechanical fasteners. damage. c. Delegated-Design Submittal: For structural-steel connections indicated on 6. Surfaces enclosed in interior construction. b. Evaluation reports. 2. Indicate reinforcing channels, opening framing, supplemental framing, c. Install sealer gaskets at the underside of wall bottom track or rim track and at Drawings to comply with design loads, include analysis data signed and sealed b. Surface Preparation of Steel: Clean surfaces to be painted. D. QUALITY ASSURANCE strapping, bracing, bridging, splices, accessories, connection details, the top of foundation wall or slab at stud or joist locations. by the qualified professional engineer responsible for their preparation. Remove loose rust and mill scale and spatter, slag, or flux a. Testing Agency Qualifications: Qualified according to and attachment to adjoining work. B. INSTALLATION, GENERAL D. INFORMATIONAL SUBMITTALS deposits. Prepare surfaces in accordance with the ASTM E329 for testing indicated. 3. Sealed calculations by an engineer registered in the state. a. Cold-formed steel framing may be shop or field fabricated for installation,or it a. Mill test reports for structural-steel materials, including chemical and physical following specifications and standards: b. Welding Qualifications:Qualify procedures and personnel C. INFORMATIONAL SUBMITTALS may be field assembled. properties. 1. SSPC-SP 3. according to AWS D1.3/D1.3M, "Structural Welding a. Welding certificates-for special inspector's use only. b. Construct all components and assemblies in according with shop drawings. WASHINGTON SQUARE b. Field quality-control reports. c. Priming: Immediately after surface preparation,apply Code-Sheet Steel." b. Product certificates. c. Install cold-formed steel framing according to AISI S200,AISI S202,and E. QUALITY ASSURANCE primer in accordance with manufacturer's written 2. PART 2- PRODUCTS c. Product test reports. manufacturer's written instructions unless more stringent requirements are 9585 SW WASHINGTON SQUARE RD a. Fabricator Qualifications:A qualified fabricator that participates in the AISC instructions and at rate recommended by SSPC to provide A. PERFORMANCE REQUIREMENTS d. Evaluation Reports: For post-installed anchors and power-actuated fasteners, indicated. SPACE NO. T-13 Quality Certification Program and is designated an AISC-Certified Plant, a minimum dry film thickness of 1.5 mils. Use priming a. AISI Specifications: Comply with calculated structural from ICC-ES or other qualified testing agency acceptable to authorities having d. Install temporary bracing and supports to secure framing and support loads Category BU or is accredited bythe IAS Fabricator Inspection Program for methods that result in full coverage of corners, characteristics of steel deck accordingto AISI's"Northjurisdiction. equal to those for which structure was designed. Maintain braces and supports TIGARD, OREGON 97223 9 rY P o9 9 joints, q 9 PP Structural Steel(Acceptance Criteria 172). edges, and exposed surfaces. American Specification for the Design of Cold-Formed D. QUALITY ASSURANCE in place, undisturbed, until entire integrated supporting structure has been b. Welding Qualifications: Qualify procedures and personnel in accordance with B. SOURCE QUALITY CONTROL Steel Structural Members." a. Testing Agency Qualifications: Qualified according to ASTM E329 for testing completed and permanent connections to framing are secured. AWS D1.1/01.1M. a. If one of the two conditions below is followed then source B. COMPOSITE FLOOR DECK indicated. e. Fasten hole-reinforcing plate over web penetrations that exceed size of 2. PART 2- PRODUCTS quality control need not be required: a. Composite Floor Deck: Fabricate panels,with integrally b. Welding Qualifications: Qualify procedures and personnel according to the manufacturer's approved or standard punched openings. A. PERFORMANCE REQUIREMENTS 1. The fabricator is AISC certified and provides embossed or raised pattern ribs and interlocking side following: C. ERECTION TOLERANCES a. Comply with applicable provisions of the following specifications and documentation they are approved to perform such laps,to comply with"SDI Specifications and Commentary 1. AWS Dl.1/01.1 M,"Structural Welding Code-Steel." a. Install cold-formed steel framing level, plumb,and true to line to a maximum documents: work without special inspection,and at the for Composite Steel Floor Deck,"in SDI Publication 2. AWS D1.3/D1.3M, "Structural Welding Code-Sheet Steel." allowable tolerance variation of 1/8 inch in 10 feet and as follows: 1. ANSUAiSC 303. completion of fabrication the approved fabricator No. 31,with the minimum section properties indicated, c. Comply with AISI S230"Standard for Cold-Formed Steel Framing- 1. Space individual framing members no more than plus or minus 1/8 inch G H A FA R I 2. ANSI/AISC 360. shall submit a certificate of compliance to the and with the following: Prescriptive Method for One and Two Family Dwellings." from plan location. Cumulative error shall not exceed minimum fastening 3. RCSC's"Specification for Structural Joints Using High-Strength Bolts." building official stating that the work was performed • Galvanized-Steel Sheet:ASTM A653/A653M, 2. PART 2- PRODUCTS requirements of sheathing or other finishing materials. b. Connection Design Information: in accordance with the approved construction Structural Steel(SS), G60 zinc coating. A. MANUFACTURERS D. FIELD QUALITY CONTROL - 1. Fabricator's experienced steel detailer shall select or complete documents. • Deck Profile, Depth, and Uncoated Steel a. Available Manufacturers: Subject to compliance with requirements, a. Special Inspections: Owner will engage a special inspector to perform special 89 MONROE CENTER connections in accordance with ANSI/AISC 303. 2. The fabrication process does not require any Thickness:As indicated. , manufacturers offering products that may be incorporated into the Work, must inspections as noted in the plans. SUITE 400 A. Select and complete connections using schematic details welding,thermal cutting, heating operations of any C. ACCESSORIES provide documentation that they have ben preforming such work for a b. Field and shop welds will be subject to testing and inspecting. indicated and ANSI/AISC 360. kind. In such cases the fabricator shall submit a a. General: Provide manufacturer's standard accessory minimum of 5 years. c. Testing agency will report test results promptly and in writing to Contractor and GRAND RAPIDS, MI 49503 USA B. Use Allowable Stress Design;data are given at service-load level. detailed procedure for material control that materials for deck that comply with requirements B. PERFORMANCE REQUIREMENTS Architect. TEL +1.616.771.0909 2. Construction: Combined system of moment frame and braced frame. demonstrates the fabricator's ability to maintain indicated. a. Delegated Design: Engage a qualified professional engineer to design cold- d. Cold-formed steel framing will be considered defective if it does not pass tests www.ghafari.com B. STRUCTURAL-STEEL MATERIALS suitable records and procedures such that,at any b. Mechanical Fasteners: Corrosion-resistant, low-velocity, formed steel framing. and inspections. a. W-Shapes:ASTM A992/A992M. time during the fabrication process,the material power-actuated or pneumatically driven carbon-steel b. Cold-Formed Steel Framing Standards: Unless more stringent requirements e. Additional testing and inspecting,at Contractor's expense,will be performed to b. Channels,Angles:ASTM A36/A36M. b. Testing Agency: Engage a qualified testing agency to fasteners;or self-drilling,self-threading screws. . are indicated,framing shall comply with AISI S100,AISI S200,and the determine compliance of replaced or additional work with specified c. Plate and Bar:ASTM A36/A36M. perform shop tests and inspections. c. Side-Lap Fasteners: Corrosion-resistant, hexagonal following: requirements. d. Welding Electrodes: Comply with AWS requirements. 1. Allow testing agency access to places where washer head; self-drilling, carbon-steel screws, No. 10 1. Wall Studs:AISI S211. E. REPAIRS AND PROTECTION C. BOLTS AND CONNECTORS structural-steel work is being fabricated or produced minimum diameter. 2. Headers:AISI S212. a. Galvanizing Repairs: Prepare and repair damaged galvanized coatings on JDH a. High-Strength A325 Bolts, Nuts, and Washers:ASTM F3125/F3125M, to perform tests and inspections. d. Galvanizing Repair Paint:ASTM A780/A780M. c. Fire-Resistance Ratings: If required;comply with ASTM E119;testing by a fabricated and installed cold-formed steel framing with galvanized repair paint Grade A325,Type 1, heavy-hex steel structural bolts;ASTM A563, Grade DH, 3. PART 3- EXECUTION e. Repair Paint: Manufacturer's standard rust-inhibitive qualified testing agency. Identify products with appropriate markings of according to ASTM A780/A780M and manufacturer's written instructions. /' Structural - heavy-hex carbon-steel nuts;and ASTM F436/F436M,Type 1, hardened , A. EXAMINATION primer of same color as primer. applicable testing agency. END OF SECTION 054000 2019-02-417 Engineering carbon-steel washers;all with plain finish. a. Verify,with certified steel erector present,elevations of 3. PART 3- EXECUTION C. COLD-FORMED STEEL FRAMING MATERIALS 3000 ivanrest Ave SW Suite B D. PRIMER concrete-and masonry-bearing surfaces and locations of A. INSTALLATION,GENERAL a. For all CFMF components covered by this specification section: • Grandville,Michigan 49418 a. Steel Primer: anchor rods, bearing plates, and other embedments for a. Install deck panels and accessories according to 1. Steel Studs: Manufacturer's standard C-shaped steel studs,of web 616.531.6020•www.jdheng.com 1. Fabricator's standard lead-and chromate-free, nonasphaltic, rust- compliance with requirements. applicable specifications and commentary in SDI depths indicated, punched,with stiffened flanges, and as follows: inhibiting primer complying with MPI#79 and compatible with topcoat. b. Proceed with installation only after unsatisfactory Publication No. 31,manufacturer's written instructions, 1. Minimum Base-Metal Thickness: E. FABRICATION conditions have been corrected. and requirements in this Section. 1. Brick backup: As required by design with an 43 mils a. Structural Steel: Fabricate and assemble in shop to greatest extent possible. B. ERECTION b. Place deck panels flat and square and fasten to minimum per ACI 530. REGISTRATION SEAL Fabricate in accordance with ANSUAISC 303 and to ANSI/AISC 360. a. Set structural steel accurately in locations and to supporting frame without warp or deflection. 2. Metal Panel backup: As required by design with a b. Shear Stud Connectors: Prepare steel surfaces as recommended by elevations indicated and in accordance with c. Cut and neatly fit deck panels and accessories around minimum as required by the metal panel supplier. manufacturer of shear connectors.Weld using automatic end welding of ANSI/AISC 303 and ANSI/AISC 360. openings and other work projecting through or adjacent to 3. All other materials: As required by design. headed-stud shear connectors in accordance with AWS 01.1/01.1M and b. Maintain erection tolerances of structural steel within deck. 2. Flange Width: as required by design. manufacturer's written instructions. ANSI/AISC 303. d. Provide additional reinforcement and closure pieces at 3. Section Properties: as required by design. Q Pf'T0r'`� F. SHOP CONNECTIONS C. FIELD CONNECTIONS openings as required for strength,continuity of deck, and 2. Steel Track: Manufacturers standard U-shaped steel track,of web - -T-v,. tits> �t Ott'«?" f 'Nk't,- a. High-Strength Bolts: Shop install high-strength bolts in accordance with a. High-Strength Bolts: Install high-strength bolts in support of other work. depths indicated, unpunched,with straight flanges,and matching w" �.{„ RCSC's"Specification for Structural Joints Using High-Strength Bolts"for type accordance with RCSC's"Specification for Structural e. Comply with AWS requirements and procedures for minimum base-metal thickness of steel studs. ' \,=:.x of bolt and type of joint specified. Joints Using High-Strength Bolts"for bolt and snug-tighten. manual shielded metal arc welding, appearance and 3. Steel Box or Back-to-Back Headers: Manufacturer's standard C-shapes . . grin I'- ��`� 1. Joint Type: Snug tightened. b. Weld Connections:Comply with AWS D1.1/01.1 M for quality of welds,and methods used for correcting welding used to form header beams,of web depths indicated, unpunched,with b. Weld Connections: Comply with AWS 01.1/D1.1 M for tolerances, tolerances,appearances,welding procedure work stiffened flanges, and as follows: 6 ---- appearances,welding procedure specifications,weld quality, and methods specifications,weld quality, and methods used in f. Mechanical fasteners may be used in lieu of welding to 1. Minimum Base-Metal Thickness: as required by design. t\Q' C ;. .r7 used in correcting welding work. correcting welding work. fasten deck. Locate mechanical fasteners and install 2. Flange Width: as required by design. f p 1,, -, ). \ 1/4 1. Comply with ANSI/AISC 303 and ANSI/AISC 360 for according to deck manufacturer's written instructions. 3. Section Properties: as required by design. f/if e� bearing, alignment, adequacy of temporary g. Roof Sump Pans and Sump Plates: Install over openings 4. Vertical Deflection Clips: Manufacturer's standard bypass clips, capable .a NFI N connections, and removal of paint on surfaces provided in roof deck and weld OR mechanically fasten of accommodating upward and downward vertical displacement of adjacent to field welds. flanges to top of deck. Space connections not more than primary structure through positive mechanical attachment to stud web. EXPIRE 12`3I'ZdIi D. FIELD QUALITY CONTROL 12 inches apart with at least one connection at each 5. Single Deflection Track: Manufacturer's single, deep-leg, U-shaped steel a. Special Inspections:Owner will engage a special inspector corner. track; unpunched,with unstiffened flanges, of web depth to contain to perform special inspections as noted in the plans. • Install reinforcing channels or zees in ribs to span studs while allowing free vertical movement,with flanges designed to E. REPAIRS AND PROTECTION between supports. support horizontal loads and transfer them to the primary structure. a. All modifications or changes to structural steel framing and B. FIELD QUALITY CONTROL 6. Drift Clips: Manufacturer's standard bypass or head clips, capable of connections must be submitted to the architect for a. Special Inspections: Owner will engage a special isolating wall stud from upward and downward vertical displacement and approval, inspector to perform special inspections as noted in the lateral drift of primary structure through positive mechanical attachment b. Touchup Painting: Immediately after erection, clean plans. to stud web and structure. exposed areas where primer is damaged or missing and b. Field welds will be subject to inspection. D. FRAMING ACCESSORIES paint with the same material as used for shop painting to c. Prepare test and inspection reports. a. Fabricate steel-framing accessories from ASTM A1003/A1003M, Structural comply with SSPC-PA 1 for touching up shop-painted C. PROTECTION Grade,Type H, metallic coated steel sheet, of same grade and coating surfaces. a. Galvanizing Repairs: Prepare and repair damaged designation used for framing members. • 1. Clean and prepare surfaces by SSPC-SP 2 hand- galvanized coatings on both surfaces of deck with b. Provide accessories of manufacturer's standard thickness and configuration, tool cleaning or SSPC-SP 3 power-tool cleaning. galvanized repair paint according to ASTM A780/A780M unless otherwise indicated. END OF SECTION 051200 and manufacturer's written instructions. E. ANCHORS, CLIPS,AND FASTENERS - b. Repair Painting:Wire brush and clean rust spots,welds, a. Steel Shapes and Clips:ASTM A36/A36M,zinc coated by hot-dip process and abraded areas on both surfaces of prime-painted according to ASTM A123/A123M. deck immediately after installation, and apply repair paint. b. Post-Installed Anchors:As required by design and as shown in plans. END OF SECTION 053100 1. Uses: Securing cold-formed steel framing to structure. 2. Material for Interior Locations: Carbon-steel components zinc plated to comply with ASTM B633 or ASTM F1941, Class Fe/Zn 5, unless otherwise indicated. c. Mechanical Fasteners:ASTM C1513,corrosion-resistant-coated, self-drilling, self-tapping, steel drill screws. 1. Head Type: Low-profile head beneath sheathing; manufacturer's standard elsewhere. F. MISCELLANEOUS MATERIALS a. Galvanizing Repair Paint:ASTM A780/A780M. b. Cement Grout: Portland cement,ASTM Cl50/C150M,Type I; and clean, natural sand,ASTM C404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by A 03/08/19 DOC REL 02-IFP volume,with minimum water required for placement and hydration. c. Nonmetallic, Nonshrink Grout: Factory-packaged, nonmetallic, noncorrosive, REV DATE DOC REL##-DESCRIPTION nonstaining grout, complying with ASTM C1107/C1107M,and with a fluid consistency and 30-minute working time. PROJECT# 187747 PROJECT MANAGER A. ECKERT a. m DESIGNED BY J.CARDINAL o DRAWN BY J.CARDINAL In a) QUALCHECK T.DENHARTIGH ZE;N SHEET TITLE co T '.,ti M STRUCTURAL STEEL co SPECIFICATIONS N Q cn Lu I-- < 0 co 4 ri • 2 SHEET NUMBER d 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500 1000' 0 1000' 2000' 1"=10'-0" �r • 1"-20'-0"�- et 1"=30'-0"" r. m i 1"=40'-0" �.. 1"-50'-0"r� , 1"=60'-0"�r �r� i 1"=80'-0"�r irrmm , 1"=100'-0"r_ I 1"=200'-0"__ •• i 1"=400'-0" i 1"-500'-0"�� i�� i 1=-1000'-0" r_ I� 1 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32 0 16' 32' i "=1'-0" 1"=1'-0" 3/4"=1'-0"■ter V=1'-0"r rrs 3rfi"=1'-0" y4"=1'-0" %e"=1'-0" j"=1,-0" 3A"=1,-0" 3ie'=1'-0" ALTAR ' a DEMOLITION GENERAL NOTES A. PRIOR TO DEMOLITION, G.C. TO CAREFULLY COORDINATE ITEMS THAT ARE STATE TO BE RETAINED, RELOCATED OR REMOVED AND DISCARDED WITH MECHANICAL, ELECTRICAL,AND PLUMBING DRAWINGS. B. G.C. TO PROTECT ALL EXISTING FIREPROOFING AND REPAIR AS REQUIRED TO MAINTAIN EXISTING RATING. C. G.G. SHALL PROTECT ALL EXISTING CONSTRUCTION DESIGNATED TO REMAIN,ANY DAMAGE INCURRED AS A RESULT OF G.C.'S FAILURE TO PROTECT THESE ITEMS SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION AT THE G.C.'S SOLE EXPENSE. D. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS INDICATED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK,G.C. SHALL NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES FOR E. G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF WASHINGTON SQUARE DEMOLITION WORK ALL PROCEDURES(SCHEDULING OF ACTIVITIES, 9345 SW WASHINGTON SQUARE RD SHUTDOWNS, ETC.)AND LOCATION OF DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. SPACE NO. T-13 F. G.C. IS REQUIRED TO CHECK IN WITH THE LANDLORD'S ON SITE OPERATIONS TIGARD, OREGON 97223 MANAGER PRIOR TO THE START OF TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION MEETING IS HELD. G. ANY DAMAGE TO LANDLORD'S PROPERTY, NOT PRE-APPROVED FOR DEMOLITION, DURING TENANT DEMOLITION OR CONSTRUCTION(MALL FLOORING, BULKHEAD, NEUTRAL PIERS ETC. )WILL BE REPAIRED PER MALL SPECIFICATIONS,AT G.C.'S EXPENSE. H. ANY EXISTING EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. I. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED G H FA R I TO POINT OF ORIGIN.ALL UNDER-SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. J. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE 89 MONROE CENTER RE-USED MUST BE REMOVED BY G.C.AT THE G.C.'S EXPENSE. ROOF MUST BE SUITE 400 PROPERLY PATCHED BY LANDLORD APPROVED ROOFER. ROOF CURBS MUST GRAND RAPIDS, MI 49503 USA BE REMOVED AND ROOF PATCHED-DO NOT CAP. COORDINATE ALL WORK TEL +1.616.771.0909 WITH SITE OPERATIONS MANAGER. K. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS.ANY www.ghafari.com DISCREPANCIES SHALL BE BROUGHT TO THE OWNER/ARCHITECTS ATTENTION BEFORE PROCEEDING WITH WORK. L. G.C. SHALL VISIT JOB SITE AND BE FAMILIAR WITH THE LANDLORD'S REQUIREMENTS AND EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. M. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. N. NO CONDUIT, SPRINKLER, DUCTWORK,WIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN THE SPACE.ALL OF THE ABOVE MUST BE CONNECTED TO TENANTS WORKING SYSTEMS OR ELSE DEMOLISHED OR REMOVED. O. CONTACT SITE OPERATIONS MANAGER REGARDING TRASH/DUMPSTER RENTAL AND SITE LOCATION. P. AFTER ENTIRE DEMOLITION,TENANT G.C.TO CONSULT WITH THE OWNER'S REGISTRATION SEAL PROJECT MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION. Q. ALL INTERIOR BASE,WALLS AND FINISHES ARE TO REMOVED, U.N.O. R. REMOVE FLOOR COVERING AND ADHESIVE,CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, SIGNAGE, ETC., U.N.O. S. G.C. SHALL VERIFY CODE REQUIRED MINIMUM EGRESS WIDTHS FOR THE MALL CONCOURSE ARE MAINTAINED AT THE CONSTRUCTION BARRICADE. 4.00 WHEN MEASURED TO THE NEAREST KIOSK,VENDING MACHINE, BENCH, DISPLAY OPENING, FOOD COURT OR OTHER OBSTRUCTION, THERE SHALL BE A MINIMUM 10'-0"CLEAR TO THE FACE OF THE BARRICADE.THE BARRICADE 0 RAYMOND SHALL NOT REDUCE THE OVERALL AGGREGATE OF THE MALL CONCOURSE 5, CLARK , TO LESS THAN 20'-0". T. POWER IS TO BE DISCONNECTED BY A LICENSED ELECTRICIAN. p4583 �. U. DOMESTIC WATER TO BE SHUT OFF TO EQUIPMENT BEING WORKED ON OR ;� -. REMOVED. -��,I: �- e / ' ` V. FIRE SPRINKLER SHUT DOWN TO BE COORDINATED WITH LOCAL FIRE ' NQ4+ MARSHALL "(41 V � . W. INTERRUPTION TO UTILITIES SHALL BE COORDINATED WITH LANDLORD X. FIELD VERIFY EXISTING PIPING LOCATIONS PRIOR TO WORK Y. CONTACT MALL OPERATIONS MANAGER TO SCHEDULE SLAB INSPECTION UPON COMPLETION OF DEMOLITION.ALL EXISTING CLEANOUTS SHALL REMAIN FUNCTIONAL AND ACCESSIBLE Z. WHERE EXISTING WALLS ARE REMOVED AND PIPING IS FOUND THAT MUST REMAIN, PLUMBING SUBCONTRACTOR SHALL REROUTE AND RECONNECT PIPING AS REQUIRED, E.G. DOMESTIC WATER PIPING, GAS, SOIL,WASTE, VENT,AND ROOF LEADER PIPING M.WHEREVER FIXTURES REQUIRING PLUMBING CONNECTIONS ARE FURNISHED BY OTHERS, OWNER, OR ARE RELOCATED, PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL CARRIERS,"P"TRAP AND STOPS AND MAKE FINAL PLUMBING CONNECTIONS AT NEW LOCATIONS CORE DRILLING NOTES A. CORING SHALL NOT BE DONE WITHIN 5'-0"OF A COLUMN. B. BEFORE ANY CORE-DRILLING CAN TAKE PLACE,THE FLOOR AREAS INVOLVED MUST FIRST BE X-RAYED AND REVIEWED AND APPROVED BY THE CENTER'S OPERATIONS MANAGER A 03/08/19 DOC REL 02-IFP 02/27/19 DOC REL 01 -IFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 PROJECT MANAGER M. FREDERICK DESIGNED BY M. FREDERICK tr' DRAWN BY M. FREDERICK a rn QUALCHECK A. ECKERT N SHEET TITLE M DEMOLITION GENERAL NOTES O to co AD0.0 SHEET NUMBER 0 10' err 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"�__ 1"=20'-0"i �� 1"=30'-0"mem 1"=40'-0"i �II� 1"=50'-0"entair. imumemr , 1"=60'-0" 1"=80'-0" 1"=100-0" ILII! 1"=200'-0"mum eIg 1"=400-0"mir mimemin i"=500'-0" rimm 1"=1000-0" �— 0 1' 2' 0 1' 7 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 18' 0 8' 16' 0 1637 0 16' 37 1"=T-O"amil , V=V-0"timimmi I X"="1'.0" - 1 ii"=v-o"imi __...__ , Y4"=v-O"is . Yie''=1'-0"imomim- I Ii"=1'-0"smiIimolimmemir , 3/32"1'40"inni , 346=140".....____ 5 DEMOLITION PLAN KEY NOTES ALTARa 1. LEASE LINE 2. ALL INTERIOR WALLS AND FINISHES AS INDICATED BY DASHED LINES TO STATE BE REMOVED, U.N.O. 3. REMOVE FLOOR COVERING AND ADHESIVE, CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, SIGNAGE, ETC. U.N.O. 4. EXISTING COLUMN TO REMAIN. REMOVE FINISHES AND ANY INFILL FRAMING. PROTECT FIREPROOFING AND REPAIR AS NEEDED. 5. CONSTRUCTION BARRICADE TO BE PROVIDED, INSTALLED AND REMOVED BY BOSTON BARRICADE. G.0 TO COORDINATE WITH VENDOR AND LANDLORD ON BARRICADE REQUIREMENTS.ALIGN BARRICADE DOORS WITH FUTURE ENTRY. 6. EXISTING MILLWORK, BULKHEADS AND FINISHES TO BE REMOVED, U.N.O. RR QQ PP . . 7. REMOVE EXISTING SUSPENDED CEILING SYSTEMS AND DECORATIVE CEILINGS. 8. PORTION OF CORRIDOR WALL TO BE REMOVED FOR NEW SERVICE DOOR WASHINGTON SQUARE 9. ALL EXTERIOR WALLS, DOORS,WINDOWS AND FINISHES AS INDICATED BY I DASHED LINES TO BE REMOVED U.N.O. 9345 SW WASHINGTON SQUARE RD 95'-8" )( 1'-5 1/4" 10. EXISTING TENANT SUPPLY AND DIFFUSER GRILLES,TO BE REMOVED, SPACE NO. T-13 U.N.O. TIGARD, OREGON 97223 5'- 103/4" )1 30'-0" 30'-0" 24'-2" 11'-6" 1 ( e -0" 11. EXISTING MALL DUCTWORK TO REMAIN-NOTIFY OWNER/ARCHITECT OF e 1ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. / e( / or /11' 12. EXISTING MALL SPRINKLER PIPES AND ROOF DRAINS TO REMAIN-NOTIFY 1 OWNER/ARCHITECT OF ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 13. EXISTING BEAM AND/OR JOIST TO REMAIN. PROTECT FIREPROOFING AND ADJACENT TENANT REPAIR AS NEEDED. CONCOURSE MALL EXTERIOR 41' _ MALL 14. REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING AS REQUIRED. 15. LANDLORD BULKHEAD AND NEUTRAL PIER TO BE PROTECTED. G H A FA R I • . ia b 16. REMOVE EXISTING LIGHT FIXTURES FROM TENANT SPACE AND DISPOSE I . OF PER OWNER'S INSTRUCTIONS. . 17. REMOVE ALL EXISTING ELECTRICAL DEVICES IN WALLS TO BE •i ri i Ile -41. -WO =I- 011----11110--- -Ili-OD 1M11, 1III- 89 MONROE CENTER 11- --11 Ir. 1 1 Ir \\ 1 r 4. -\\ i n -II n I Li . -'7c,,,„--1 _1 4.7 \ DEMOLISHED. (TYP.) . 18. EXISTING ELECTRICAL EQUIPMENT IN THIS AREA TO BE REMOVED. SUITE 400 11..,,,,/, \ ,__-_-,1 // \\ ri2/ \.\:____,_. _...„_,___11 IL-JJ I I 1 19. REMOVE EXISTING WATER HEATER AND ALL ASSOCIATED PIPING, WIRING, ACCESSORIES, ETC. GRAND RAPIDS, MI 49503 USA I Li/ 20. REMOVE EXISTING EXHAUST FANS AND RELATED WIRING AND TEL +1.616.771.0909 rl------ -1-7121. DUCTVVORK. EXISTING AIR HANDLING UNITS INCLUDING CONNECTED CONDENSATE TO wvvw.ghafari.com III BE REUSED IN PLACE.ALL EXISTING SUPPLY AND RETURN AIR DUCTWORK SHALL BE REMOVED INCLUDING BUT NOT LIMITED TO 111 1 1 1 DUCTWORK, HANGERS, DIFFUSERS, REGISTERS,THERMOSTATS, ETC. III 11 (TYPICAL OF 3) . I III Ill III [ I L_____ t 1 TJA . i_ ri' ml 1 -I 1-----1 FIT31- -1 r" -ri--7-1 F-51 4 II ir-L[31 5----:,--, , , _, , 1 u.,1 i,.___„ , ...., r--7---- - 1rd ".ji i.L.=il IIL-ji i I I I I -1 tr? 9 L_ _i L ___ __I L_ _ ___ I I__ _I !II !II *t.:1 REGISTRATION SEAL 11111 i -L_ ,, I r = ,ill I \ „ , 2 . 6 4$0 18 irA y 1 v::14:D% • /,-... ...-- \ -4--- , 1,- / \ \ L....Th.., i k i S. CLARK .-3 ii If 1 b o 4583 11111 !III b /1 IIIII n --1 • 1- 7 . 0 r- - -1 F.--• 7 1111 co .,.. -.1.11r1r. ,,.. 041.,- '.,- / -- ., -..., 1 fri="7 11 Ina! __ IFF=ni 1 1 [IF--51----1- . 1 1 4 _IF -11_ l_i-qi 1 r_Lo. __ R . ._ _i - . Noi- 01=:=2.1 1 1 1 L.d LL.)0g _II I- f --- 3.6 i ( 1-1 1----- IMF 10 ' ' I 1 1 I it I I I 11-- 4---- - LI . 14 11 1 1 LI LL__ 'Lit__ LL__\\ -4,if ii- __1L_H____ . L--.-,":1 C. '6,1 .4- II r il r r ir7r-irir-. .irir li ii - .J.1- = .1 I I i , = r I Hill II 1 1 [ 1 Hi I ll II I II 1 I ' 1 II 1 II II II II 1 t ' i I UP \ \ zo \ IliFFTI it'll i ii ii I ii 1 1 1 11 1 1, 1 il ii 1 ii 1 1 , ,ii ii ii 1 1 II ivi, 11 1 11 11 • -.....r1 , .. mil L Li i_ JUL _ 1 -11--11---11- 1 i H H --J --- ••• 11111- -, 1 ,. --A- F E , , 6L 7 Pii F-11 i ' , II / .... 1 _ i7 , III ii 1 . II , , L-.===_ =li \ / i _1 1 \ I I IL--''' III / 1---1 r= \,,.... III 1 . II • .40. 10 11 12 16 20 pr_....-/ I IL- --U 1 II 6 . 18 1 I 1 _____ j L _ r I I 1 I \ 1 . _ _ Il _ Il 1 A 03/08/19 DOC REL 02-IFP 1 11 1 02/27/19 DOC REL 01 -IFP 10 // II 1 I • n I-- fiiiiiiii -1 1 REV DATE DOC REL/4-DESCRIPTION L.....iiii II I 1111111111 1 III ,,, _IL_ ,_ II, ri 11111 f-1- -ri I 111111111 I ri----- ------JL- 1 . N-- . V ..i, .) 1,....,) q I 11111 I IN-01 I 0 u I__ 1111111\ _J L _J _A____1 L_ __ i L._._ -,------z-- 1_ __.. OF- 41111F--11110- -In,IM- I IL -Si I I I -110---4111 . -ell AIM- . --11111-11M- 1 : 1 -010--- -- 411111 -MO-an .iii (5:- PROJECT# 187747 2 I- b PROJECT MANAGER M. FREDERICK I < I I i.; MALL EXTERIOR I I 10 . • .,- 1 DESIGNED BY M. FREDERICK EXISTING CONVEYOR 4 MALL ..„, Li . BELT TO BE REMOVEDCONCOURSE DRAWN BY M. FREDERICK 6 - 0) QUALCHECK A. ECKERT ZE) ADJACENT TENANT SHEET TITLE c., C') ,-- c--,3 DEMOLITION PLAN co o DEMOLITION PLAN FIRST FLOOR COMPOSITE FIRST FLOOR c., 411, © SCALE: 3/16"= 1'-0" CORE DRILLING NOTES COMPOSITE ,/, . NORTH A. CORING SHALL NOT BE DONE WITHIN 5'-0"OF A COLUMN. 1- B. BEFORE ANY CORE-DRILLING CAN TAKE PLACE,THE FLOOR AREAS INVOLVED MUST FIRST 5 . BE X-RAYED AND REVIEWED AND APPROVED BY THE CENTER'S OPERATIONS MANAGER o co co _ < 2 AD1 .0 Li. SHEET NUMBER - < I C) 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10,-0"isomm_mil . 1"'30c0"iimmL_Nminomo i 1"=40'-0"momm . 1"=5a-O"Nom amie I 1"=60.-0"mon mili . 1"=80'-0"mmt_iirmormeei , 1"=200'-0"- , 1"=.400'-0"mingnimio , 1"=500.-0"imiNLI 1=1000'-0" • 0 1• 2 0 1• 7y 0 2' 4' 0 2' 4' 0 4' B' 0 4' 8' 0 8' 16' 0 6' 16' 0 16' 32' 0 16' 32' 1,6",,V-0".ill. 1" 40 � 1' " a J /E"=1'-0"i )c=t-0" rr- • V= 1 %"=1'-0" mosi—Winsomli , Y16=1•-a" Emu= 1A"=1'0" NIImrrr =1'-0" 3Sc=1'0. • DEMOLITION PLAN KEY NOTES A LTA R 5 a . LIRE 2. ALL S TAT E ALL INTERIOR WALLS AND FINISHES AS INDICATED BY DASHED LINES TO BE REMOVED, U.N.O. 3. REMOVE FLOOR COVERING AND ADHESIVE, CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, SIGNAGE, ETC. U.N.O. 4. EXISTING COLUMN TO REMAIN. REMOVE FINISHES AND ANY INFILL FRAMING. PROTECT FIREPROOFING AND REPAIR AS NEEDED. 5. CONSTRUCTION BARRICADE TO BE PROVIDED, INSTALLED AND REMOVED BY BOSTON BARRICADE. G.0 TO COORDINATE WITH VENDOR AND LANDLORD ON BARRICADE REQUIREMENTS. ALIGN BARRICADE DOORS WITH FUTURE ENTRY. 6. EXISTING MILLWORK, BULKHEADS AND FINISHES TO BE REMOVED. U.N.O. . • 7. REMOVE EXISTING SUSPENDED CEILING SYSTEMS AND DECORATIVE RR QQ PP CEILINGS. 8. PORTION OF CORRIDOR WALL TO BE REMOVED FOR NEW SERVICE DOOR WASHINGTON SQUARE 9. ALL EXTERIOR WALLS, DOORS, WINDOWS AND FINISHES AS INDICATED BY I iDASHED LINES TO BE REMOVED U.N.O. 9345 SW WASHINGTON SQUARE RD 1 10. EXISTING TENANT SUPPLY AND DIFFUSER GRILLES, TO BE REMOVED, SPACE NO. T-13 95' 8 1' 5114" U.N.O. TIGARD, OREGON 97223 5'- 10 3/4" I,}� 30'-0" I 30'-0" 24'-2" I 11' -6" 'i( � WW 1' - 0" 11. EXISTING MALL DUCTORK TO REMAIN- NOTIFY ONER/ARCHITECT OF y ,( ) ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 'I 12. EXISTING MALL SPRINKLER PIPES AND ROOF DRAINS TO REMAIN - NOTIFY OWNER/ARCHITECT OF ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 13. EXISTING BEAM AND/OR JOIST TO REMAIN. PROTECT FIREPROOFING AND REPAIR AS NEEDED. MALL EXTERIOR _ MALL 14. REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING AS REQUIRED. ADJACENT TENANT CONCOURSE 15. LANDLORD BULKHEAD AND NEUTRAL PIER TO BE PROTECTED. 4 4 O 4 16. REMOVE EXISTING LIGHT FIXTURES FROM TENANT SPACE AND DISPOSEG H A FA R I _\ , OF PER OWNER'S INSTRUCTIONS. 17. REMOVE ALL EXISTING ELECTRICAL DEVICES IN WALLS TO BE M. — Ir - - - - , � — — e — — — — —.4 410 DEMOLISHED. TYP. I�.____ .. M. 1 — — — — 1 f 1 �� \ ( ) 89 MONROE CENTER - - - I 1 r , I /n - - 11 - - - — Ir -- -\\ I �- I _ 18. EXISTING ELECTRICAL EQUIPMENT IN THIS AREA TO BE REMOVED. SUITE 400 19. REMOVE EXISTING WATER HEATER AND ALL ASSOCIATED PIPING, WIRING, III' -1------ _11 L —— —= �— // 1 ( Jk — — — ',� — L I GRAND RAPIDS, MI 49503 USA III - - - - - 4 - - I -1- - - — 1 T-- - - ACCESSORIES, ETC IIII 1 7 I- fl I- 7 I Ui - - - - - \J 1 1_ -1 1- T µ 20. REMOVE EXISTING EXHAUST FANS AND RELATED WIRING AND TEL +1.616.771.0909 I - f I I DUCTWORK. www.ghafari.com - PORTION OF FLOOR I 21. EXISTING AIR HANDLING UNITS INCLUDING CONNECTED CONDENSATE TO �• ABOVE TO BE I BE REUSED IN PLACE. ALL EXISTING SUPPLY AND RETURN AIR IIII �� I DUCTWORK SHALL BE REMOVED INCLUDING BUT NOT LIMITED TO 1111 ��.�♦♦�' DEMOLISHED FOR • I DUCTWORK, HANGERS, DIFFUSERS, REGISTERS, THERMOSTATS, ETC. 1 I 1111 �•: i: ♦�!� NEW STAIR 1 I (TYPICAL OF 3) • 1 11111 � . I V� 1111 ��►��+� y I _ � L_ u ,5+• • J IT I J L J I IIzo I 9 ,4 �� 1 N REGISTRATION SEAL III ,�l��l�lAt 1 1 H .��14 I I I I II pp 10 .® 16 111 1 I ii 1I1 0 II II 11I 0 � `` RA:CM:- OND I I I I I_I DS. ARK , H T I I III �; o83 ,, I III ! 40 _I L _1 _i L J III L_,.. ♦ ./ip�i%i t ��" 1 ,._i • O \ �,� I _ I - I -i-F- I- 1 �� 40F ----- - -- ti . -I--- -- { h - - --- _ J�,M - - - - - - I r _ — LsJ -- 33.6 IT r I I I 4 III 4 I I I 111I O 1 . 1 !!!III ' 1 ►l III A4��►��l��►�! 1 III � � iir ►A1� ` / III ►:� � A4,al:1�� ?4,044 � ►� • • I IIII I 1 ll��'�,��► �.t�, y ��u�Li,►��jy,A�l�� — — — 1 n� -- —In I -�- --- - - -- fi I11I LL . -'��l�1�<►�� L J I i �1 _4/ L__ _IL_ JL I L I- - � � •••♦••��•••`•�•�� i••��•�•�•�� 1 - T (IIII I !.l4l��D-, I.�►r��, ,► ♦ .— — - - u _L T - _ _ �� =ir,�iC�C�►C�►=3 ,� �_��►��`iC�C _ Y ________,,_1-- . .. 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ECKERT N SHEET TITLE Co DEMOLITION °° DEMOLITION CEILING PLAN FIRST FLOOR COMPOSITE REFLECTED CEILING E> NSCALE: 3/16" = 1'-0" © PLAN FIRST FLOOR co H NORTH COMPOSITE 0 0 CO CO Q E AD1 . 1 Q SHEET NUMBER 0 0 10' 20' 0 20 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100 200' 3 230' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10._0"i rr . 1"=20-0",-- ,..r 1"=30'_0"mim mmmommi 1"=40'-0" , 1"=50-0"mem • 1"=60'-0" _______ , 1"=80'_0" , 1"=100'-0" _i , 1"=204'-0" �- -� 1"=400'_0" wwr_�ww�� 500'_0" • 1"=1000'-0' nom � 0 1' 2 0 1' 2' 0 74' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 3 16' 37 1"=1'-0'i '4'1'0" '_ _�- 1.0" i- "=1'-0" Ir.r� •� 3,‘""V-0"il✓ --- , )4-=1.-0",__._iiii - --... .---... - 41'-O I✓ f"=1'0"ii '!k=1.13- :=1,0„ MM.------iiiiininaM QDEMOLITION PLAN KEY NOTES ALTAR ' a 1. LEASE LINE 2. ALL INTERIOR WALLS AND FINISHES AS INDICATED BY DASHED LINES TO• STAT E BE REMOVED, U.N.O. 3. REMOVE FLOOR COVERING AND ADHESIVE, CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, SIGNAGE, ETC. U.N.O. 4. EXISTING COLUMN TO REMAIN. REMOVE FINISHES AND ANY INFILL FRAMING. PROTECT FIREPROOFING AND REPAIR AS NEEDED. 5. CONSTRUCTION BARRICADE TO BE PROVIDED, INSTALLED AND REMOVED BY BOSTON BARRICADE. G.0 TO COORDINATE WITH VENDOR AND LANDLORD ON BARRICADE REQUIREMENTS. ALIGN BARRICADE DOORS WITH FUTURE ENTRY. 6. EXISTING MILLWORK, BULKHEADS AND FINISHES TO BE REMOVED, U.N.O. 7. REMOVE EXISTING SUSPENDED CEILING SYSTEMS AND DECORATIVE CEILINGS. RR QQ PP40 • 8. PORTION OF CORRIDOR WALL TO BE REMOVED FOR NEW SERVICE DOOR WASHINGTON SQUARE 9. ALL EXTERIOR WALLS, DOORS, WINDOWS AND FINISHES AS INDICATED BY DASHED LINES TO BE REMOVED U.N.O. 10. EXISTING TENANT SUPPLY AND DIFFUSER GRILLES, TO BE REMOVED, 9345 SW WASHINGTON SQUARE RD 95, $„ U.N.O. SPACE NO. T-13 11. EXISTING MALL DUCTWORK TO REMAIN- NOTIFY OWNER/ARCHITECT OF TIGARD, OREGON 97223 if - 30' - 0" 30'-0" 24'-2" 11'-6"I ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 0. -i 12. EXISTING MALL SPRINKLER PIPES AND ROOF DRAINS TO REMAIN - NOTIFY 56'- 8 318" OWNER/ARCHITECT OF ANY POTENTIAL INTERFERENCE WITH FUTURE i CONSTRUCTION. 4 1 13. EXISTING BEAM AND/OR JOIST TO REMAIN. PROTECT FIREPROOFING AND j REPAIR AS NEEDED. 14. REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING AS REQUIRED. MALL EXTERIOR EXISTING DOOR TO REMAIN. MALL 15. LANDLORD BULKHEAD AND NEUTRAL PIER TO BE PROTECTED. O i I J I CONCOURSE 16. REMOVE EXISTING LIGHT FIXTURES FROM TENANT SPACE AND DISPOSE SERVICE CORRIDOR I OF PE R OWNER'S INSTRUCTIONS. G H A FA R I 17. REMOVE ALL EXISTING ELECTRICAL DEVICES IN WALLS TO BE \ DEMOLISHED. (TYP.) ` '� e - - -- -- : �� 34.7 18. EXISTING ELECTRICAL EQUIPMENT IN THIS AREA TO BE REMOVED. 89 MONROE CENTER r- - - _i 19. REMOVE EXISTING WATER HEATER AND ALL ASSOCIATED PIPING, WIRING, SUITE 400 I O ACCESSORIES, ETC. 20. REMOVE EXISTING EXHAUST FANS AND RELATED WIRING AND GRAND RAPIDS, MI 49503 USA I 4'-6" 5'- 0" TEL +1.616.771.0909 -- -- DUCTWORK. rIji )1' I -.( 1 21. EXISTING AIR HANDLING UNITS INCLUDING CONNECTED CONDENSATE TO www.gllafari.cam .._.\_ BE REUSED IN PLACE ALL EXISTING SUPPLY AND RETURN AIR I 1111 EXISTING DOOR TO REMAIN +�• W DUCTORK SHALL BE REMOVED INCLUDING BUT NOT LIMITED TO�•�•� I IIIII FOR ACCESS TO STOREFR• T DUCTWORK, HANGERS, DIFFUSERS, REGISTERS, THERMOSTATS, ETC. ♦..II • 1 , (TYPICAL OF 3) a 1 IIIII .♦.� n I t IIIII - -1 �� IIIII 1 III � ♦'��`►� I --_ _. I III - •�•♦� ill b- . ��►� �- 111- 9 r ��* N • L -TTh ill ♦�•�•4*$ 4 REGISTRATION SEAL 111 A��j>► III 6 4, , . 4 PROVIDE TEMPORARY 42" HIGH IIIr GUARD ALL SIDES OF NEW FLOOR III IIII OPENING. GAURD TO NOT ALLOW ,�j, III I NII FORA 4" SPHERE TO PASS4.1° il2) 1 IIIINII co THROUGH AT ANY POINT ALONG RSA. LARK ,[5�1 III I N ITS HEIGHT. Iti Ii IDI III RI r o 4583 III 4 4 _ 1114 /+," Nva• �uu n--1 HJ 4OFS - - �.L._ I �_ .. NII L .... IJ r 1 b 33.6 (0 T - IIIII EXISTING DOOR TO r IIII VIII REMAIN FOR ACCESS in INTERNAL FRAME TO REPLACE III IIII 111I1 TO STOREFRONT i,, REMOVED SLAB. TO BE PROVIDED irlf IN NEW SCOPE OF WORK III I1�,••♦••♦•��•�•�•�••♦••� DRAWINGS. III I I ►��•�♦�•�•�♦��•� FIELD SHALLPENETRATING INVESTIGATERADAR (GPR)EXISTINGTOMAP FLOORTHEEDGE OF SLAB VIA SLAB NON- TO III �� , `�:� DESTRUCTIVE TESTING (NDE) SUCH AS GROUND N Ill ��►��t � L - JN.`.♦.��..�♦�.�.�♦�`�.�. ��G��.�.�I LOCATE THE (4)#6 CONTINUOUS EDGE REINFORCEMENT - J��+��`�� 1' 10 25182" INDICATED ON EXSITNG STRUCTURAL DRAWINGS. PLEASE I LI-P4' -0 ��•21'- 11 314" 1,4). �� 3'- 11 ( 13' -6 314" PROVIDE LOCATION TO AIE PRIOR TO CUTTING SLAB AND SfDECK FOR REMOVAL. A/E TO PROVIDE GUIDANCE FOR SLAB ♦�.��+..�.• �... _••: SS,.,..♦�.i EDGE LOCATION UPON REVIEW OF NDE TESTING DATA. . 1 I_ ._ iii a ��+��' �� II N II ((_!!-II•I�I'Il-I_I1 II II Ir ....♦♦...�.�.�♦�♦�.�.� ►,�.�♦�.��,�.�♦ _ iis I( - 11" I< II II II II II a li�I-II N IIII ♦��►��♦ ♦�►��♦ - i 111 ,..�Sj....♦�.�.�♦�.�♦�♦�,.��.��`�.�. FIELD INVESTIGATE IF FRAMING EXISTS AROUND CURRENT 111 � *��0�� OPENINGS IN FLOOR SLAB. IF FRAMING EXISTS, PROVIDE IIII ��'��4 PHOTO DOC U M ENTAIO N TO A.E FOR REVIEW. IF NO 4# 2'2' 3 15/16" 7' 0" FRAMING EXISTS, FOLLOW DETAILS PROVIDED IN N E W 111 ,�I�� •��♦ \ r I SCOPE OF WORK DOCUMENTS. A 03/08/19 DOC REL 02 - IFP 111 02/27/19 DOC REL 01 - IFP ii ix) I- - 1iriiiiiiiii�(srW,Iiir;II(irlrIIIiir)inr' ` REV DATE DOC REL## DESCRIPTION IIII I IIIIIIIIIII!1IIIIIIf ll l 11 11111111 III ' I I I I I I I I I I I I I I I I I I I I LI-III ISI I I I I I I I � - �� ' .._ . _ PROJECT# 187747 Q CO• �� / �`� , PROJECT MANAGER M. FREDERICK M MALL EXTERIOR I I co 4 4 I MALL DESIGNED BY M. FREDERICK ;n 4 EXISTING CONVEYOR DRAWN BY M. FREDERICK 6 BELT TO BE REMOVED CONCOURSE a) QUALCHECK A. ECKERT C; SHEET TITLE cn DEMOLITION PLAN °° fa DEMOLITION PLAN SECOND FLOOR COMPOSITE r SECOND FLOOR N SCALE: 3116" = 1 -0° COMPOSITE O 0) Lu NORTH I- U 0 En to E AD2.0 SHEET NUMBER 2 0 0 10' 20' 0 20 40 0 30' 50 0 40' 80' 0 50 100' 0 60' 120' 0 80' 160' 0 100 200' 0 200' 400' 0 400' 600' 0 500' 1000' 0 1000' 2000' 1"=10._0"i 1"=20'-0"�.�___ ...441 1"=30'_0"-. . ..._- 1"=40,_0„ ------.� 1"=50'_0"i 1"=60-0" - 1'.=80'0' . 11=100-0.' Emoomims 1"=200,_0„i- 1"=400._0..- .- 1.'=500'0"��__- 1".1000-0- err 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 6' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1k"=1'_0.. . 1"s 1'-0"imlldl__— - %"=1 0" 1 1"=1`-0 il __ "=1'-0" 1 Jr=1.-0'1 ,— L Yid0'-0"1.1 r"=1 0., — Imini -4L,.=1.-0.. —L --- ./"-1.-0" — DEMOLITION PLAN KEY NOTES ALTAR ' 1. LEASE LINE 2. ALL INTERIOR WALLS AND FINISHES AS INDICATED BY DASHED LINES TO STATE BE REMOVED, U.N.Q. 3. REMOVE FLOOR COVERING AND ADHESIVE, CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, SIGNAGE, ETC. U.N.O. 4. EXISTING COLUMN TO REMAIN. REMOVE FINISHES AND ANY INFILL FRAMING. PROTECT FIREPROOFING AND REPAIR AS NEEDED. 5. CONSTRUCTION BARRICADE TO BE PROVIDED, INSTALLED AND REMOVED BY BOSTON BARRICADE. G.0 TO COORDINATE WITH VENDOR AND LANDLORD ON BARRICADE REQUIREMENTS. ALIGN BARRICADE DOORS WITH FUTURE ENTRY, 6, EXISTING MILLWORK, BULKHEADS AND FINISHES TO BE REMOVED, U.N.O. ' 7. REMOVE EXISTING SUSPENDED CEILING SYSTEMS AND DECORATIVE RR QQ PPCEILINGS. 8. PORTION OF CORRIDOR WALL TO BE REMOVED FOR NEW SERVICE DOOR WASHINGTON SQUARE 9. ALL EXTERIOR WALLS, DOORS, WINDOWS AND FINISHES AS INDICATED BY 95' -g" DASHED LINES TO BE REMOVED U.N.O. 9345 SW WASHINGTON SQUARE RD x 10. EXISTING TENANT SUPPLY AND DIFFUSER GRILLES, TO BE REMOVED, SPACE NO. T-'I 3 U.N.O. 30'-0" • 30' -0" 24'-2" 11'-6" 1 11. EXISTING MALL DUCTWORK TO REMAIN- NOTIFY OWNER/ARCHITECT OF TIGARD, OREGON 97223 x )'i 4' 4' 4 ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 56' 8 318 i 12. EXISTING MALL SPRINKLER PIPES AND ROOF DRAINS TO REMAIN - NOTIFY oe )e OWNER/ARCHITECT OF ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 13. EXISTING BEAM AND /OR JOIST TO REMAIN. PROTECT FIREPROOFING AND REPAIR AS NEEDED. 14. REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING AS REQUIRED. MALL EXTERIOR SERVICEMALL 15. LANDLORD BULKHEAD AND NEUTRAL PIER TO BE PROTECTED. _.. 4 CORRIDOR O CONCOURSE 16. REMOVE EXISTING LIGHT FIXTURES FROM TENANT SPACE AND DISPOSEGHAFARI O OF PER OWNER'S INSTRUCTIONS. 17. REMOVE ALL EXISTING ELECTRICAL DEVICES IN WALLS TO BE \ I - IM � MP - M. M I� I i 34 DEMOLISHED. (TYP.) �_-- i 1 18. EXISTING ELECTRICAL EQUIPMENT IN THIS AREA TO BE REMOVED. 89 MONROE CENTER III r� — - 19. REMOVE EXISTING WATER HEATER AND ALL ASSOCIATED PIPING, WIRING, SUITE 400 ACCESSORIES, ETC. GRAND RAPIDS, MI 49503 USA II 11 I- - I 20. REMOVE EXISTING EXHAUST FANS AND RELATED WIRING AND TEL +1.616.771.0909 ill I DUCTWORK. www.ghafari.corn V1 • 21. EXISTING AIR HANDLING UNITS INCLUDING CONNECTED CONDENSATE TO T BE REUSED IN PLACE.ALL EXISTING SUPPLY AND RETURN AIR IIIA • DUCTWORK SHALL BE REMOVED INCLUDING BUT NOT LIMITED TO VIII DUCTWORK, HANGERS, DIFFUSERS, REGISTERS, THERMOSTATS, ETC. 1 VIII11 (TYPICAL OF 3) • 1 11111 11111 TI 013 IIII 'il - 11111 I l I - N I r = - 1111-tufiN , � \` • N Ii \ 9 REGISTRATION SEAL I <I> ' 1111 • 1O1... ilI . 11 it"�' ��/ i 1 RAYMOND S. CLARK pil,, O = o 4583 ,s 11 4 L - inI� r4 • i 11114 __.. ......- 1 . . _. . ... H - • , , . --- 1 \- - - • le OF a.% I --- -- �- -� - - -_ _.._T -- r 33.6 4A , � _ � 4 _ • 11 • • 111 Ill , . III - 1 • I 111 ' III i 1 • I 1IIII� I :1 I' I- - <i> � III L-,, _ 1 II l CV 41111 I i I N I III i I I III ® l • I I 1 i III . 1 I II uII1 r III I A 03/08/19 DOC REL 02- IFP II 111 13i 02/27/19 DOC REL 01 - IFP II I 1 Iti REV DATE DOC REL##- DESCRIPTION 11 111 1 11 111 L ITO _ PROJECT# 187747 Q \ lull - H \- -4. . PROJECT MANAGER M. FREDERICK c 1 DESIGNED BY M. FREDERICK N MALL EXTERIOR ILII I 4 O ADJACENT TENANT MALL oELL O CONCOURSE DRAWN BY M. FREDERICK rn QUALCHECK A. ECKERT Ci; SHEET TITLE co m DEMOLITION co 0 DEMOLITION CEILING PLAN SECOND FLOOR COMPOSITE REFLECTED CEILING N SCALE. 3116" = 1' 0" © PLAN SECOND FLOOR Q NORTH COMPOSITE U O cn Q E AD2. 1 Li_ SHEET NUMBERIO 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400 800' 0 500' 1000' 0 1000' 2000' 1'-10'-0"—.._ .� 1"=20'_0"r_ ! 1"=30-0"i 1"=40'_0"— 1"=50'_0" , 1"=60'-0"ini , 1"-80.0" _____ , 1"=400-0"iiia r,r_r_ , 1"=500-0'imm• 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1Yi..=1.-0" 1..=1.-0.. I 3/i"=1'-0"li , ,"=1'-0" 1 %"=1,-0" , y..=1.-o""i- 3/1e'=1'-0" morm li"=1,-0.,evis , 3/32"=1'-0" I 34e"=1'4" Miiiiiiiiiiiiiiiiii, DEMOLITION GENERAL NOTES Q DEMOLITION PLAN KEY NOTES A. PRIOR TO DEMOLITION, G.C.TO CAREFULLY COORDINATE ITEMS THAT ARE TO BE RETAINED, RELOCATED OR REMOVED AND DISCARDED WITH MECHANICAL, ELECTRICAL,AND PLUMBING DRAWINGS. ALIAR3a 1. LEASE LINE B. G.C. TO PROTECT ALL EXISTING FIREPROOFING AND REPAIR AS REQUIRED TO MAINTAIN EXISTING RATING. 2. ALL INTERIOR WALLS AND FINISHES AS INDICATED BY DASHED LINES TO BE REMOVED, U.N.O. - C. G.C. SHALL PROTECT ALL EXISTING CONSTRUCTION DESIGNATED TO REMAIN,ANY DAMAGE INCURRED AS A RESULT OF G.C.'S FAILURE TO PROTECT THESE ITEMS SHALL BE REPAIRED OR REPLACED TO OWNER'S SATISFACTION AT THE 3. REMOVE FLOOR COVERING AND ADHESIVE, CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, STATE SIGNAGE, ETC. U.N.O.G.C.'S SOLE EXPENSE. D. COORDINATE ALL DEMOLITION AND REMOVALS WITH THE FULL SCOPE OF NEW WORK AS INDICATED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF THE WORK, G.C. SHALL NOTIFY OWNER/ARCHITECT OF ANY DISCREPANCIES FOR 4. EXISTING COLUMN TO REMAIN. REMOVE FINISHES AND ANY INFILL FRAMING. PROTECT INTERPRETATION/DIRECTION. FIREPROOFING AND REPAIR AS NEEDED. E. G.C. SHALL COORDINATE WITH LANDLORD PRIOR TO COMMENCEMENT OF DEMOLITION WORK ALL PROCEDURES(SCHEDULING OF ACTIVITIES, SHUTDOWNS, ETC.)AND LOCATION OF DUMPSTER FOR DISPOSAL OF ALL REMOVED ITEMS. 5. CONSTRUCTION BARRICADE TO BE PROVIDED, INSTALLED AND REMOVED BY BOSTON BARRICADE. F. G.C. IS REQUIRED TO CHECK IN WITH THE LANDLORD'S ON SITE OPERATIONS MANAGER PRIOR TO THE START OF TENANT CONSTRUCTION. NO WORK CAN COMMENCE UNTIL A PRECONSTRUCTION MEETING IS HELD. G.0 TO COORDINATE WITH VENDOR AND LANDLORD ON BARRICADE REQUIREMENTS.ALIGN G. ANY DAMAGE TO LANDLORD'S PROPERTY, NOT PRE-APPROVED FOR DEMOLITION, DURING TENANT DEMOLITION OR CONSTRUCTION(MALL FLOORING, BULKHEAD, NEUTRAL PIERS ETC. )WILL BE REPAIRED PER MALL SPECIFICATIONS,AT BARRICADE DOORS WITH FUTURE ENTRY. G.C.'S EXPENSE. 6. EXISTING MILLWORK, BULKHEADS AND FINISHES TO BE REMOVED, U.N.O. H. ANY EXISTING EQUIPMENT OR COMPONENT IN OR PERTAINING TO THE PREMISES THAT IS BEING ABANDONED MUST BE DEMOLISHED COMPLETELY AND PROPERLY REMOVED FROM THE PREMISES. 7. REMOVE EXISTING SUSPENDED CEILING SYSTEMS AND DECORATIVE CEILINGS. I. ALL ABOVE GROUND UTILITY LINES NOT TO BE RE-USED MUST BE REMOVED TO POINT OF ORIGIN.ALL UNDER-SLAB UTILITY LINES TO BE CUT, CAPPED AND SEALED PER CODE. 8. PORTION OF CORRIDOR WALL TO BE REMOVED FOR NEW SERVICE DOOR J. ALL ROOF MOUNTED EQUIPMENT ABOVE THE LEASED PREMISES NOT TO BE RE-USED MUST BE REMOVED BY G.C.AT THE G.C.'S EXPENSE. ROOF MUST BE PROPERLY PATCHED BY LANDLORD APPROVED ROOFER. ROOF CURBS MUST BE 9. ALL EXTERIOR WALLS, DOORS,WINDOWS AND FINISHES AS INDICATED BY DASHED LINES TO BE REMOVED AND ROOF PATCHED-DO NOT CAP. COORDINATE ALL WORK WITH SITE OPERATIONS MANAGER. REMOVED U.N.O. K. G.C. SHALL COORDINATE WORK PERFORMED BY OTHER CONTRACTORS.ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER/ARCHITECT'S ATTENTION BEFORE PROCEEDING WITH WORK. 10. EXISTING TENANT MECHANICAL EQUIPMENT, INCLUDING SUPPLY AND DIFFUSER GRILLES,TO BE L. G.C. SHALL VISIT JOB SITE AND BE FAMILIAR WITH THE LANDLORD'S REQUIREMENTS AND EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO CONTRACTOR'S FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO REMOVED, U.N.O. WASHINGTON SQUARE PREDETERMINE ALL REQUIREMENTS IMPOSED BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. 11. EXISTING MALL DUCTWORK TO REMAIN-NOTIFY OWNER/ARCHITECT OF ANY POTENTIAL M. COORDINATE ALL DEMOLITION EFFORTS WITH THE MALL OPERATIONS MANAGER. INTERFERENCE WITH FUTURE CONSTRUCTION. 9345 SW WASHINGTON SQUARE RD N. NO CONDUIT, SPRINKLER, DUCTWORK,WIRING, PLUMBING ETC. SHALL BE LEFT STRANDED IN THE SPACE.ALL OF THE ABOVE MUST BE CONNECTED TO TENANT'S WORKING SYSTEMS OR ELSE DEMOLISHED OR REMOVED. 12. EXISTING MALL SPRINKLER PIPES AND ROOF DRAINS TO REMAIN-NOTIFY OWNER/ARCHITECT OF 0. CONTACT SITE OPERATIONS MANAGER REGARDING TRASH/DUMPSTER RENTAL AND SITE LOCATION. ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. SPACE NO. T-13 P. AFTER ENTIRE DEMOLITION,TENANT G.C.TO CONSULT WITH THE OWNER'S PROJECT MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. EXISTING BEAM AND/OR JOIST TO REMAIN. PROTECT FIREPROOFING AND REPAIR AS NEEDED. TIGARD, OREGON 97223 Q. ALL INTERIOR BASE,WALLS AND FINISHES ARE TO REMOVED, U.N.O. 14. REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING AS REQUIRED. R. REMOVE FLOOR COVERING AND ADHESIVE,CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, SIGNAGE, ETC., U.N.O. 15. LANDLORD BULKHEAD AND NEUTRAL PIER TO BE PROTECTED. S. G.C. SHALL VERIFY CODE REQUIRED MINIMUM EGRESS WIDTHS FOR THE MALL CONCOURSE ARE MAINTAINED AT THE CONSTRUCTION BARRICADE.WHEN MEASURED TO THE NEAREST KIOSK,VENDING MACHINE, BENCH, DISPLAY OPENING, 16. REMOVE EXISTING LIGHT FIXTURES FROM TENANT SPACE AND DISPOSE OF PER OWNER'S FOOD COURT OR OTHER OBSTRUCTION,THERE SHALL BE A MINIMUM 10'-0"CLEAR TO THE FACE OF THE BARRICADE.THE BARRICADE SHALL NOT REDUCE THE OVERALL AGGREGATE OF THE MALL CONCOURSE TO LESS THAN 20'-0". INSTRUCTIONS. T. POWER IS TO BE DISCONNECTED BY A LICENSED ELECTRICIAN. 17. REMOVE ALL EXISTING ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. (TYP.) U. DOMESTIC WATER TO BE SHUT OFF TO EQUIPMENT BEING WORKED ON OR REMOVED. 18. EXISTING ELECTRICAL EQUIPMENT IN THIS AREA TO BE REMOVED. V. FIRE SPRINKLER SHUT DOWN TO BE COORDINATED WITH LOCAL FIRE MARSHAL 19. REMOVE EXISTING WATER HEATER AND ALL ASSOCIATED PIPING,WIRING,ACCESSORIES, ETC. W. INTERRUPTION TO UTILITIES SHALL BE COORDINATED WITH LANDLORD 20. REMOVE EXISTING EXHAUST FANS AND RELATED WIRING AND DUCTWORK AX. FIELD VERIFY EXISTING PIPING LOCATIONS PRIOR TO WORKY. CONTACT MALL OPERATIONS MANAGER TO SCHEDULE SLAB INSPECTION UPON COMPLETION OF DEMOLITION.ALL EXISTING CLEANOUTS SHALL REMAIN FUNCTIONAL AND ACCESSIBLE FA R I Z. WHERE EXISTING WALLS ARE REMOVED AND PIPING IS FOUND THAT MUST REMAIN, PLUMBING SUBCONTRACTOR SHALL REROUTE AND RECONNECT PIPING AS REQUIRED, E.G. DOMESTIC WATER PIPING, GAS, SOIL,WASTE,VENT,AND ROOF LEADER PIPING M.WHEREVER FIXTURES REQUIRING PLUMBING CONNECTIONS ARE FURNISHED BY OTHERS,OWNER,OR ARE RELOCATED, PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL CARRIERS,"P"TRAP AND STOPS AND MAKE FINAL 89 MONROE CENTER PLUMBING CONNECTIONS AT NEW LOCATIONS SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com 34.7 41 33.6 . . . ~ EXISTING PARAPET TO BE REMOVED. PATCH AND REPAIR ROOF AS REQUIRED BY LANDLORD. REFER TO NEW WORK FOR NEW PARAPET STRUCTURE. I_ _..� T.O. 140'-0" L _ - - __ _ RIDGE TOS ,- 138'-8" REGISTRATION SEAL L_ -I I 1 I I Level 03-ROOF - - - I - _ -_ _ - - - - - - - - - - - - - FRAMING PLAN 135'-8" T_ I 04D At* RAYMOND F - - - - r- -1 _ _ - P II � _ S. CLARK `i---.3 II 1 o 4583 ,. NOL Ilk I II I N- -1 4' 4'. . o I IF - - - - - -�Ir - - _ _ _ -lir- ---- `r T i i ! 1 1 1 1 1 1 • 1 1 1 1 , '1-- II 1 I L- - - - -1 r- -i 1 1 I 1 1 - - -III- - - - -I- I - - - - -i I- - - - -I ' b I LT- - - - - - - GI - SECOND FLOOR -I I I I 1 I I 118'-4" I 1 I 9 I I I I I I ' I I I i I I I I I - I F - - - -IIIc- _ _._ - - - - ----ii[F - 9" r l I + 1 I1jl Iljl 1 i I III III 1 I I I 1111 1111 I I- - - - -I1il- - - - - - - III - - - - -I A 03/08/19 DOC REL 02-IFP 02/27/19 DOC REL 01 -IFP r- - ---7 K\ - r - - 1 I-\ - -1REV DATE DOC REL##-DESCRIPTION / \ ' III // I I \N II I I II I/ I I N1 1 / \ I I I> PROJECT# 187747 a / \ II J -/ J I PROJECT MANAGER M. FREDERICK 0'o K Iii_ ___ _\ / I DESIGNED BY G.TERRY : 1\ \l/ v; I \ / i r- - -.7-1 I - :.-- -- -1 DRAWN BY E. HANSEL cm I \ / © I1 1 - III III © QUALCHECK A. ECKERT 701 5 I \ / I I III ' I SHEET TITLE r I= =1 1._ _ _ _ 1 L _ \� / J (- - _ - -� I I--= =-I L- = = = =-I L_� _I I L -,,,= i I-= = = = -..J M - I I I II II w II II I I I i I I FIRST FLOOR DEMEXTERIOR ' " OLITION EXTER co I I STOREFRONT fN "--.) W EXTERIOR STOREFRONT ELEVATION DEMO Q o AD 1 .0 SCALE: 1/4"= 1-0" - Q AD2.2 SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10-0".u. wiempi .r 1..=20.-0..�� - I 1"=30'0". I-11 1"=40'-0"immi_ 1"=50'.0"uniiii miim..,.. 1"=60'-0"■nnme._� 1..=s0'0"�-� 1..=1oa o" -� 1"=200'-0"ammo memememi I 1..=400'.0"..,..__ 1"=500'-0" 1"=1000'-0' Nom iii 0 1' 2' 0 1' 7 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1}1.,=1..0„simmer , 1"=1'-0".r ..niemme• , %"=1'-0" V=1'-0„ wri 3.=1'-0"imm , r=1'-0" .... 1 %e=1'-0" , V=1'-0" www■wwr , 3/32,.=1.-0. ke'1,-0',i.....i _. 0 DEMOLITION PLAN KEY NOTES ALTAR ' CI 1. LEASE LINE . 2. ALL INTERIOR WALLS AND FINISHES AS INDICATED BY DASHED LINES TO STATE BE REMOVED, U.N.O. 3. REMOVE FLOOR COVERING AND ADHESIVE, CEILINGS, ENTIRE STOREFRONT INCLUDING DOORS, SIGNAGE, ETC. U.N.O. 4. EXISTING COLUMN TO REMAIN. REMOVE FINISHES AND ANY INFILL FRAMING. PROTECT FIREPROOFING AND REPAIR AS NEEDED. 5. CONSTRUCTION BARRICADE TO BE PROVIDED, INSTALLED AND REMOVED BY BOSTON BARRICADE. G.0 TO COORDINATE WITH VENDOR AND LANDLORD ON BARRICADE REQUIREMENTS.ALIGN BARRICADE DOORS WITH FUTURE ENTRY. 6. EXISTING MILLWORK, BULKHEADS AND FINISHES TO BE REMOVED, U.N.O. 7. REMOVE EXISTING SUSPENDED CEILING SYSTEMS AND DECORATIVE CEILINGS. 8. POWALL TO BE REMOVED FOR NEW 9. ALLLEXOTERIOR N WALLOFDS, DOORS, WINDOWS AND FINISHES AS NDIICATDED BY WASHINGTON SQUARE DASHED LINES TO BE REMOVED U.N.O. • 9345 SW WASHINGTON SQUARE RD 10. EXISTING TENANT SUPPLY AND DIFFUSER GRILLES,TO BE REMOVED, U.N.O. SPACE NO. T-13 11. EXISTING MALL DUCTWORK TO REMAIN-NOTIFY OWNER/ARCHITECT OF TIGARD, OREGON 97223 ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 12. EXISTING MALL SPRINKLER PIPES AND ROOF DRAINS TO REMAIN-NOTIFY OWNER/ARCHITECT OF ANY POTENTIAL INTERFERENCE WITH FUTURE CONSTRUCTION. 13. EXISTING BEAM AND/OR JOIST TO REMAIN. PROTECT FIREPROOFING AND REPAIR AS NEEDED. 14. REMOVE EXISTING PLUMBING FIXTURES. CAP PLUMBING AS REQUIRED. 15. LANDLORD BULKHEAD AND NEUTRAL PIER TO BE PROTECTED. - 16. REMOVE EXISTING LIGHT FIXTURES FROM TENANT SPACE AND DISPOSE OF PER OWNER'S INSTRUCTIONS. G H A A R I 17. REMOVE ALL EXISTING ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. (TYP.) 18. EXISTING ELECTRICAL EQUIPMENT IN THIS AREA TO BE REMOVED. 89 MONROE CENTER 19. REMOVE EXISTING WATER HEATER AND ALL ASSOCIATED PIPING,WIRING, SUITE 400 ACCESSORIES, ETC. GRAND RAPIDS, MI 49503 USA 20. REMOVE EXISTING EXHAUST FANS AND RELATED WIRING AND TEL +1.616.771.0909 DUCTWORK. www.ghafari.com • 21. EXISTING AIR HANDLING UNITS INCLUDING CONNECTED CONDENSATE TO BE REUSED IN PLACE.ALL EXISTING SUPPLY AND RETURN AIR DUCTWORK SHALL BE REMOVED INCLUDING BUT NOT LIMITED TO DUCTWORK, HANGERS, DIFFUSERS, REGISTERS,THERMOSTATS, ETC. (TYPICAL OF 3) REGISTRATION SEAL 40D Ilif ioRAYA ONDv.") S. CLARK `,...4, o 4583 ,. 'ill 11 t. / i. 33.6 34.7 OF `` I I I O O 1L I i I I 1 f I I 1 I I I I I I I I i i � I I I I I I 6. I I _ ----*--I--- : I SECOND FLOOR 43 ( I i E C I ! I I I I ` I L..J 118'-4" ,I I f I ! I I I ! I !. ' it I I I ? I I l l II I.: i I I I I I Zo- I I ( I I ! I I I I I 'I I 1 i I ! I I, :I i - -_ --- - --. __ _ - -- i I- _ = I I _IL -- 1�-- = -N - 1 ir I I it I 11 ii li if [ !1 it ! I1 i ' I I 's I I I A 03/08/19 DOC REL 02-IFP I 1 I !I I' i! !1 I I if 11 !i I !; ! ! I I I !I i 1 , ,! 9 02/27/19 DOC REL 01 -IFP - - - -i- -� - - - 1 ._ __ � _ - -I - --, I_ - = - - --_- T- _ - = J _ - -_ - -j= = REV DATE DOC REL##-DESCRIPTION _ J I' i i � j I I , I i 11 r � � � 7 I' j ,' II i li I ! I I ' II I �/ \\ I 11 i I I ?! I 11 l 1 j l I _ 1 I !{ PROJECT# 187747 m 'I I I r ; I l I j1 I I PROJECT MANAGER M. FREDERICK Q I I I I ! I' ( 1 N I �' I j' DESIGNED BY M. FREDERICK "" I ( i I I ; !I I I DRAWN BY M. FREDERICK a 111 I, I rn 'I ( I I I !; I I j! H! ! QUALCHECK A. ECKERT I o l i I I I III \ / I 1 1 I I I SHEET TITLE N_ CO I ; I I ( I I II I zn- I ! �!—= - - - - _ _ —_,— ,_1 = — - - - __ - -., — _ I I r - - �I1 _ � I L�� _ Jar — _ _ _ E' _ - _ = - - _1- - =L I I= DEMOLITION I i i I I ! ! I! w i I I I I ! I! FIRST FLOOR 0 co I I 100'-4" INTERIOR E, o STOREFRONT 0 /� DEMOLITION INTERIOR STOREFRONT 4110i SCALE: 1/4"= 1'-0" • Q NORTH � ■ _ ¢ SHEET NUMBER s 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"iami; , 1"=30'-0"i-_—SiNNOMINIlli 1"=40-0" 1..r.� 1"=50-0"ipimm____Eimi , 160-0"sweini, , 1"=80-0'iN �� 1=100-0 �� , 1"=200-0" 1"=400-0"i immi....., , 1"=500-0" � 1"=1000'-0 ww��w�w•rr wwww�wg 0 1' 7 0 1' 2' 0 Z 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1, =1'-0" 1"=1'-0„ Y,''.1'-0" �. q r=1.-0- i_� %/6"_1'-0" 1/4"=1-0"Ii. _ 1/16"=I-0"-0 1 1 „=1-0' _ _� hz=1_0' ks'=p_0" i_�I.m SITE VERIFICATION PLAN NOTES: ALTAR3a PLEASE COMPLETE ALL DIMENSIONS INDICATED. PLEASE NOTE THAT ALL DIMENSIONS SHOULD BE CLEAR DIMENSIONS (FROM THE INSIDE OF ONE WALL, OR COLUMN, TO THE S T INSIDE OF ANOTHER), IF WE REQUIRE DIMENSIONS CENTER TO CENTER, IT WILL BE SO NOTED. ALL DIMENSIONS SHOULD READ 0'-0" TO THE CLOSEST 1/8" THE EXISTING DRAWING IS TO BE USED AS A REFERENCE ONLY AND IS NOT TO BE ASSUMED • ACCURATE. PLEASE REVISE THEM AS ACTUAL SITE CONDITIONS. THE FOLLOWING CHECKLIST AND PLAN SHOULD BE COMPLETED. ALL ITEMS TO BE CHECKED OFF AND SIGNED WITH NAME (COMPLETED BY)AND DATE AND RETURNED TO THE CLIENT/ARCHITECT ONCE THE SURVEY IS COMPLETED, BEFORE COMMENCING 0CONSTRUCTION. RR QQ PP GENERAL INFORMATION (FLOOR PLAN) WASHINGTON SQUARE 1. INDICATE LOCATION OF LEASE LINE AND DIMENSION IN RELATION TO DEMISING CAP. 9345 SW WASHINGTON SQUARE RD • 2, COMPLETE ALL"BLANK" DIMENSIONS. 95 $ SPACE NO. T-13 3. INDICATE SIZE OF COLUMNS SHOWN ON PLAN AND DIMENSION IN RELATION TO FRONT 30' - D° 30' o" 24' 2" • 11'-s" (LEASE LINE) DR REAR OF STORE. TIGARD, OREGON 97223 't ,� 1 4. INDICATE TYPE OF COLUMN, I.E. CONCRETE, H BEAM, PIPE, ETC. 5. CONFIRM LOCATION OF W.C. COMPLETE DIMENSIONS AND CONFIRM OR SHOW CORRECT LOCATION OF FIXTURES. 6. SHOW DIMENSIONS ON DEMISING CAP DETAIL. 7. INDICATE ANY OTHER STRUCTURAL OR MEP ELEMENTS OR FLOOR CONDITIONS NOT CURRENTLY REFLECTED ON THE PLAN. < > < < CEILING INFORMATION G 11 A FA R I • BEAM , BEAM j BEAM 1. CONFIRM LOCATION OF ELECTRICAL PANELS, TRANSFORMERS ETC. AND INDICATE WITH MEASUREMENTS ON PLAN. I r "' "` r I r - 34.7 2. VERIFY LOCATION OF ELECTRICAL OUTLETS, EMERGENCY LIGHTS, TIME CLOCK, 89 MONROE CENTER PUSH BUZZER AND BELL AND INDICATE CONDITION. SUITE 400 EMERGENCY LIGHTS GOOD POOR GRAND RAPIDS, MI 49503 USA < > TYPE TEL +1.616.771.0909 TIME CLOCK GOOD POOR www.ghafari.com __ ___ BEAM PUSH BUZZER GOOD POOR .� T .� 4' BELL GOOD POOR INDICATE LOCATION AND HEIGHT, UNDERSIDE OF EXISTING" 1 A 1 I 1. HVAC UNIT AND DUCTS < > -1 '_ ! ! `• -..1 < 2. MAIN TELEPHONE CONDUITS AND SIZE 3. EXISTING SANITARY PIPES AND SIZES BEAM BEAM BEAM BEAM BEAM BEAM BEAM BEAM 4. EXISTING ROOF DRAIN AND SIZES 5. MAIN SPRINKLER PIPES AND SIZES. r V in < > < > < > VERIFICATION COMPLETION REGISTRATION SEAL 1 DECK HEIGHT DECK HEIGHT DECK HEIGHT I I . THIS SURVEY TO BE COMPLETED IMMEDIATELY AFTER DEMOLITION AND RETURNED TO THE CLIENT AND ARCHITECT BEFORE COMMENCING CONSTRUCTION. 40 111? I < > b .0RAYMOND S. CLARK ,r3 BEAM EXPANSION JOINT WIDTH BEAM o ��8� /' K. > < > ` < �*, � �;',•:.-.� i / ' . BEAM BEAM BEAM *`, lA. 1i NO Nik i / 1 H H H 1 . 1, A H H I I ( 33.6 < < > < > f < BEAM BEAM BEAM \ B.O .BEAM ..- (REMOVED) _ - / • • < > r < > �< >---. lo > �---( AHU COMPLETED BY: DATE: BEAM �< BEAM DECK HEIGHT BEAM BEAM ` BEAM (REMOVED) B.0 ___ AHU 4 dr I > > > I DECK HEIGHT ` BEAM DECK HEIGHT ` .-- . — N BEAM an ," — NI \ < > BEAM BEAM -' BEAM 1 (REMOVED) \ > / > 1 1 BEAMy ` BEAM I < > 1 < > 1 < > BEAM BEAM BEAM T A 03/08/19 DOC REL 02 ' IFP II 1 02/27/19 DOG REL 01 IFP REV DATE DOC REL##- DESCRIPTION i i i 7_ _.� r PROJECT# 187747 I s GIB X11 ii PROJECT MANAGER M. FREDERICK Tr DESIGNED BY M. FREDERICK i '19' 6 < > < > < Lo DRAWN BY M. FREDERICK cm BEAM BEAM BEAM QUALCHECK A. ECKERT o SHEET TITLE M SITE VERIFICATION °° 1 YC !9lIONERIFATPLAN FIRST FLOOR COMPOSITE PLAN FIRST FLOOR C4 ALE: '-0" © COMPOSITE ui NORTH {.J 0 w co CE u_ AD3.O Q SHEET NUMBER I CD 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0., 1"=217-6"�...---� 1"=30'0" 1"=40'_0•.— ---�� 1''''50'-0" ins 1"=60.-or— , 1"=80'0"iiMni-----� 1"=100._0.. __ _�� 1"=200'-0"limes �� 1"=400•-0•.r� �w , 1"=500'-0." ml 1"=1000-0„ 0 1' 7 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 11§"-1'-0" _ 1'=1-0"••=1IMMMI q Y'4-'1'-0" , Jaz"=1'-0" _,,,, , 3i6"-1'-0" Y"=1'41".mni_..___u ..= 'i'-"=1.0" :.A1,-0„ I %2„-1._12„ momma__________ 1 SITE VERIFICATION PLAN NOTES: ALTAR ' a PLEASE COMPLETE ALL DIMENSIONS INDICATED. PLEASE NOTE THAT ALL DIMENSIONS SHOULD BE CLEAR DIMENSIONS (FROM THE INSIDE OF ONE WALL, OR COLUMN, TO THE STATE INSIDE OF ANOTHER) IF WE REQUIRE DIMENSIONS CENTER TO CENTER, IT WILL BE SO NOTED. ALL DIMENSIONS SHOULD READ 0'-0"TO THE CLOSEST 1/8" THE EXISTING DRAWING IS TO BE USED AS A REFERENCE ONLY AND IS NOT TO BE ASSUMED ACCURATE. PLEASE REVISE THEM AS ACTUAL SITE CONDITIONS. THE FOLLOWING CHECKLIST AND PLAN SHOULD BE COMPLETED. ALL ITEMS TO BE CHECKED • OFF AND SIGNED WITH NAME (COMPLETED BY) AND DATE AND RETURNED TO THE CLIENT/ARCHITECT ONCE THE SURVEY IS COMPLETED, BEFORE COMMENCING CONSTRUCTION. RR QQ FP GENERAL INFORMATION (FLOOR PLAN) WASHINGTON SQUARE 1 11. INDICATE LOCATION OF LEASE LINE AND DIMENSION IN RELATION TO DEMISING CAP. 9345 SW WASHINGTON SQUARE RD 2. COMPLETE ALL"BLANK" DIMENSIONS. 95 8 3. INDICATE SIZE OF COLUMNS SHOWN ON PLAN AND DIMENSION IN RELATION TO FRONT SPACE NO. T-7 3 lc 30' 0" j 30' 0" 24' 2" 11'-B" (LEASE LINE) OR REAR OF STORE. TIGARD, OREGON 97223 ,� -r 4. INDICATE TYPE OF COLUMN, I.E. CONCRETE, H BEAM, PIPE, ETC. 5. CONFIRM LOCATION OF W.C. COMPLETE DIMENSIONS AND CONFIRM OR SHOW CORRECT --- --- LOCATION OF FIXTURES. i ( t, 6. SHOW DIMENSIONS ON DEMISING CAP DETAIL. • 7. INDICATE ANY OTHER STRUCTURAL OR MEP ELEMENTS OR FLOOR CONDITIONS NOT CURRENTLY REFLECTED ON THE PLAN. \ \ CEILING INFORMATION , , 1 G 11 A FA R 1 BEAM J BEAM J 1. CONFIRM LOCATION OF ELECTRICAL PANELS, TRANSFORMERS ETC. AND INDICATE I WITH MEASUREMENTS ON PLAN. H - - - 2. VERIFY LOCATION OF ELECTRICAL OUTLETS, EMERGENCY LIGHTS, TIME CLOCK, _ ! T� _ _ - _� ` 34 PUSH BUZZER AND BELL AND INDICATE CONDITION. 89 MONROE CENTER I • �, II , SUITE 400 ' I EMERGENCY LIGHTS GOOD POOR GRAND RAPIDS, MI 49503 USA \ I , TYPE TEL +1.616.771.0909 I' ' TIME CLOCK GOOD POOR www.ghafari.com PUSH BUZZER GOOD POOR ►�' / BELL GOOD POOR I INDICATE LOCATION AND HEIGHT, UNDERSIDE OF EXISTING" I. 1 i 1, HVAC UNIT AND DUCTS � 2. MAIN TELEPHONE CONDUITS AND SIZE \ 3. EXISTING SANITARY PIPES AND SIZES BEAM BEAM ' 4. EXISTING ROOF DRAIN AND SIZES !' 5. MAIN SPRINKLER PIPES AND SIZES. I EN- Y DECK HEIGHT ! 11 ,r) ' N � ; REGISTRATION SEAL VERIFICATION COMPLETION 1 i -..-- JOIST 1 THIS SURVEY TO BE COMPLETED IMMEDIATELY AFTER DEMOLITION AND RETURNED TO THE CLIENT AND ARCHITECT BEFORE COMMENCING CONSTRUCTION. c40 ilt . • 1 k RAYMOND SI S. CLARK .4 BEAM ; o 4583 �. JOIST JOIST 1 i ,,,,,A.. .44. / '�• Oe' 4OF I i._ 4" 0 , -. . : - N H ---- : •----7,!-7--t,.._--77---__ - • • - 711)-1 .-4. - .- W.-_-.-- _ -_- - - - - - H _ _, I �%. -1 33.6 JOIST JOIST X ;j BEAM _ COMPLETED BY: DATE: • i r DECK HEIGHT I 1 , : +I JOIST —6-- >~ Ln cn \ / Lo- ` > BEAM l > r< N B.O BEAM AHU I 1 V 1 , I • A 03/08/19 DOC REL 02- IFP • 02/27/19 DOC REL 01 - IFP REV DATE DOC REL##- DESCRIPTION 44 H -- - -_- - - ----- _._ PROJECT# • 187747 . le _,, ,, 2 I r PROJECT MANAGER M. FREDERICK / fi fi o \ \ I' I I DESIGNED BY M. FREDERICK o \ BEAM / BEAM • DRAWN BY M. FREDERICK rn I QUALCHECK A. ECKERT r o SHEET TITLE M M SITE VERIFICATION VERIFICATION PLAN SECOND FLOOR COMPOSITE PLAN SECOND FLOOR N 4 f SCALE. 3116" = 1' 0" COMPOSITE O // Lu NORTH 1- U 0 co co EEAD3. 1 SHEET NUMBER I CD 0 10' 20' 9 20' 40' 0 30' 60' 0 40' 50' 0 50' 100 0 60' 120' 0 BC 160' 0 1007 200' 0 200' 400' C 400' 800' 0 500' 1000 0 1000' 2000' 1"=10,_0„— , 1"=20:4„ rrrrrrrr 1"=30'_0"MIMI iiMMEMM__ 1"=40._0••--- �` 1"=50'0"��_ ----� I 1'=60'-0' IIMMili i 1"-200'-0"ioad..._�� 1"=400'-p.. 1•.=500'-0.. ---...-� , 1"=1000'-0,. ______ 0 1' 2' 0 1' 20 2' 4' 0 2' 4' 0 4' 8' 0 4' 3' 0 8' 16' 0 8' 16' 0 16' 32 0 16' 32' 1,x,1,_0„�i_-gym %d„_1_o' i_ _ ...,'','=1.-0" i --_ -1,_0„ /''=1,_0" ir_ 'S:'=1-0" �- -.. .-..... V=1'-o" �2=1 0" �� %6"=1'_0,. FLOOR PLAN GENERAL NOTES # FLOOR PLAN KEY NOTES ALTAR ' ci A. ALL WALL DIMENSIONS ARE TO THE FACE OF FINISH GYP. BD. OR THE FACE OF BLOCKING REQUIRED FOR FIXTURE INSTALLATION, U.N.O. 1. LEASE LINE B. ALL FIXTURES IN SALES AREA ARE PROVIDED BY FIXTURE CONTRACTOR AND INSTALLED BY G.C. - COORDINATE FINAL FLOOR FIXTURE LAYOUT WITH P.M. 2. STOREFRONT SYSTEM - REFER TO STOREFRONT SHEETS C. G.C. TO FIELD VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 3. G.C. TO PRESERVE AND PROTECT EXISTING LANDLORD AND STAT E D. REFER TO SHEET G2.0 FOR TACTILE EXIT SIGNAGE ADJACENT TENANT CONSTRUCTION, REPAIR AS NEEDED, AND FINISH E. MINIMUM METAL STUD THICKNESS SHALL BE 18 MIL (25 GAUGE NOM.)THICKER STUDS MAY BE REQUIRED BY MANUFACTURER'S HEIGHT LIMITATIONS. TO 'LIKE NEW' CONDITION PER MALL FINISHES. F. CONTRACTOR IS RESPONSIBLE FOR SELECTING THE PROPER GAUGE OF METAL STUD BASED ON WALL HT. 8. MANUFACTURER USED (ASSUME 5 PSF & L1240 4. EXISTING MALL COLUMN TO REMAIN. G.C. TO PROTECT DURING FOR SELECTION). CONSTRUCTION AND MAINTAIN FIRE RATING. G. COORDINATE STUD SIZE WITH PLAN /SCHEDULE. 5. CONCRETE MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS H. METAL STUD TRACK SUPPORTING SUSPENDED FRAMING SHALL BE MINIMUM 22 GA. PRIOR TO INSTALLING NEW FINISH FLOORING. G.C. TO PERFORM I. PROVIDE METAL STUD KICKERS AS REQUIRED AT WALLS THAT DO NOT EXTEND TO DECK. MOISTURE VAPOR EMISSION TEXT BEFORE INSTALLING ANY J. ALL INTERIOR WALLS TO RUN TIGHT TO DECK UNLESS OTHERWISE NOTED FLOORING - REFER TO SPECIFICATIONS FOR MOISTURE TEXT K. ALL INTERIOR WALLS TO BE CENTERED ON MULLIONS UNLESS OTHERWISE NOTED PROCEDURES. L. USE MOISTURE RESISTANT(MR) GYPSUM BOARD AT TOILET ROOMS, KITCHENS, JANITOR'S CLOSETS AND OTHER WET AREAS. 6. PORTABLE FIRE EXTINGUISHER. G.C. TO COORDINATE W/FINAL LOCAL M. PROVIDE CONTROL JOINTS IN GYP. WALLBOARD PER MANUF'S SPECIFICATIONS & COORDINATE W/ARCHITECT(TYPICALLY 25'-30' O.C.) FIRE OFFICIAL BEFORE INSTALLATION N. PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED FIXTURES INCLUDING COUNTER TOPS, BINDER BINS, CABINETS. TACKBOARDS, ETC. 7. ACCESSIBLE 3-REGISTER CASHWRAP - REFER TO SHEET A9.0. 0. IN ACCORDANCE WITH THE PROVIISIONSLE ON ALL LUMBER USED IN OF THE MICHIGAN BUILDINOCKING, FACINGS,G CODE (MBC) SECTION 2303.2.FURRING, ETC. SHALL BE FIRE RETARDANT TREATED (FRT) IN 8.9. ELECTRICAL EQUIPMENT AND TELEPHONEP -REFER TO SHEET BOARD- REFER TO WASHINGTON SQUARE P. SEE LIFE SAFETY DRAWINGS AND WALL TYPES FOR WALL RATING LOCATIONS ELECTRICAL DRAWINGS. PROVIDE 3/4" PLYWOOD BACKING. 9345 SW WASHINGTON SQUARE RD Q. USE CEMENT BOARD AS BACK-UP IN "WET" SHOWER/BATHTUB STALLS 10. 3'-0" CLEAR FLOOR SPACE IN FRONT OF ELECTRICAL PANELS. SPACE NO. T-13 R. MAXIMUM VARIATION IN STUD FRAMING IN WALLS THAT SUPPORT CERAMIC TILE SHALL NOT EXCEED 1/4" IN 10'-0" FROM THE REQUIRED PLANE 11. DRAWING TUBE - REFER TO DETAIL 1/A15.1. S. ALL MASONRY WALLS HAVE HORIZONTAL WALL REINF, AT 16" O.C. VERTICALLY. SEE SECTIONS FOR VERTICAL REINFORCING 12. PLUMBING FIXTURES - REFER TO PLUMBING SHEETS AND G1.8 MIN. TIGARD, OREGON 97223 T. PROVIDE 20 GA (MIN.) METAL STUDS AT WALLS THAT SUPPORT CERAMIC TILE. 13. DRINKING FOUNTAIN - REFER TO PLUMBING SHEET AND G1.8(SIM.) U. FIRE RATED WALL ASSEMBLIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH U.L. DESIGN U419, 1-HOUR. UNLESS OTHERWISE NOTED, PATCH 14. 24"X 24" COMMERCIAL GRADE FLOOR MOUNTED SERVICE SINK WI FIREPROOFING AS AFFECTED BY DEMOLITION AND NEW CONSTRUCTION. REFER TO DEMOLITION DRAWINGS FOR AREAS AFFECTED BY DEMOLITION FOR WATER HEATER ON PLATFORM ABOVE - REFER TO PLUMBING SCOPE INTENT SHEETS - G C. TO CAULK AT MOP SINK AND ADJACENT SURFACES FOR WATER TIGHT CONDITION. TENANT SEPARATION WALLS ARE NOT STRUCTURAL: 15. 5/8"WATER -RESISTANT GYPSUM BOARD FROM TOP OF FINISH FLOOR TO THE CEILING ABOVE OR TO 12'-0"A.F.F. BEHIND DRINKING G.C. TO PROVIDE ALL ADDITIONAL IN-WALL BLOCKING OR SUPPORT AS NEEDED. FOUNTAIN AND AT MOP SINK, AS APPLICABLE. 16. BULLETIN BOARD AND POSTERS - COORDINATE WITH STORE G H A FA R I MANAGER. RR QQ PP 17. (3) TOWERS OF 12"X18" EMPLOYEE LOCKERS. 18. DOOR BUZZER - REFER TO ELECTRICAL DRAWINGS - MOUNT AT 48" A.F.F. 89 MONROE CENTER 19. RAISED DISPLAY FLOOR - REFER TO STOREFRONT SECTIONS. SUITE 400 I I 20. DESK -COUNTERTOP AT 34" REFER TO DETAIL 4/A15.1. GRAND RAPIDS, MI 49503 USA • 21. OFFICE EQUIPMENT: OFCI SAFE, FLOOR MOUNTED; OFCI FILE TEL +1.616.771.0909 Alk CABINET; CFCI KEY BOX. www.ghafari.corr� 95' 8" S 22. CFCI LADDER RACK HOOKS (2); CFCI SALES PERSON RACK HOOKS (2) A8.4 23. LIGHT FIXTURES (R3) INSTALLED IN RAISED DISPLAY FLOOR- _-- - __. CENTERLINE TO BE APPROX. 6" FROM EDGE OF PLATFORM. MIDDLE 3'-2 5116" 30' 0" A2.2 30` 0" 24' 2" 11' -6" A8.0 FIXTURE AT CURVED GLAZING TO BE ALIGNED WI CENTERLINE OF w __- _ __ _ _ _ _ -_-_ -__-__-____.___.. __._ _ _ - _ _ - _ _ -_ _ - . _ - _ _ - __-._-__ _ _- __-._ - - `•' RADIUM GLAZING, W/ FLANKING FIXTURES 12" ON CENTER. OTHER fl7' 55I8" 16 5' S 118" / 24 N2 I 6' 6 314" / S5 14' 0" 6' 6 314" 2'-7 114' EQ. 24' - 0" 29 TYP I flEQ24� " (-2'- 10 314" FIXTURES LOCATED AS NOTED (REFER TO STOREFRONT SECTIONS). . r 1 4, © REFER TO A3.0 FOR CEILING FIXTURE LEGEND. -�'� I _ = i - - - ... �: • I r -�� - - 'oar - 34.7 24. G.C. TO COORD. WITH OWNER AND VENDOR ON AN EQUIPMENT �L I J I ! ! ��-�_ �. t �,// 1 ' /iii//„////,r/////////////////////////// ///////////////,/i/i/////. /////.I/// /. L/1 T _ ._. L °1 \ I I I �� / 1 0 r b i j., �c>, PLACEMENT AND REQUIREMENTS; REFER TO ELECTRICAL. 20 ` -� I a-, , 25. BACK OF HOUSE SHELVING - REFER TO DETAIL 3/A15.1 1 N °° : _-- ------ i I?"II -� /Y4WA. 0 26. DREAM STEAMER. -- o z (OFFICE I 1 El �' s2 r- -- ® r r :____/) o a. , d 16 b , 1 O I 27. MICROWAVE AND REFRIGERATOR. O r i; ; 112 S I ; : I co F.R. F.R. er i ® S2 I M I 52 I 19 : 28. ART GLASS ® 1 G I I I O I. 29. APPAREL OUTRIGGER TYP. SEE DETAIL 6/A9.2. 21 -Q . y A14.0 _ � _• j 105E 105D 0 _ --„_ -- / 1 /ii I ¢ i o _, iole30. DECORATIVE METAL FENCE - CUSTOM '-r- O • \ •I ; I 1 j ��-�\ j Si j i I I `' - „�G 0 I O V 31. LANDEXTELORD FORIOR KY FURNITURE -SUBMIT INA APPROVAL (NOT USED) SHEET TO REGISTRATION SEAL 14 I ) • _ I i,/„/,,,,//,/,/„/„/ /,>>,/,,,,,,/ 6 ; • O • ' M1 If _ , i 1 1 I , , .- . 1 F-7::,,, Ii /TOILET I _ ,� ri I 29 TYP. I I , ,,e...:7 !,,, ° ROOM - z i `: I F.R. 1 -- F.R. I v 1 /i oEl® ' I :: Ii 110 - - - 11o5F0 1D5c I �u, I I N ��% //„ I�_ ® ` y • 12 , - F.R. //� � 1INTERIOR �' ° `�/:'r �-� I I I - I i L� LOUNGE i I STOREFRONT/ I N RAvMoND• O :-•....•- •.•.4•.•-- .-.-- I %/ Ji/ii ,,,,.//,,,,,.,,,,�,.�./ I ; U ; WALL TYPESS. �iRK• - - - I I O I 101 101O I a = z6 HEI LI- - - _ 105 4. i - I I a, FOR ALL WALL TYPES AND WALL t 15 I IR , ® a I F.R. '� F.R. I N 1 fO s I ;°Q "' SCHEDULES REFER TO SHEET G1.6 0 `�5g3 / ° I : : TOIL ' I : N - - - - , •i`,i,�; �� / I 105G N. 1056 I I I 4 _, , I r---] ®� ROOM • N _ - __ /� % /, i �I /iii ' i.,� +-- r.,. j F TENANT WALL ht0�' , ,� 109 a -: 4ry OF tk* ' I / \ r / g!* i�/ fp la . G _ P2 - , /,/,/,//,�/,/,1 . 1 �/,,7,,,/,/,/,,,,/,/ I 1 s/!!, Ng 23 O I\I) 4 ... ..:.,- - -, •„•-, NON-SALES I ` ` / El I I N I F# FIRE RATED WALL �i •• �RRIDO 111 I ® GO-BACK a F.R. I I �//////////I ) I ® 108 I 16 CLOSET ADA I I o I6 19 --;-- ----------- T 105A a� 5 �o� O I ® ® I 6 �- 6 106 I 1 I I I ( 30 N# �:.. . . . . . . . . . .:.� NON-SALES WALL r ! O / • I I er, ....„,,g,„ I I A I ;.;.;.;.•.;,.;..,..,,.,. 0 jib --- CJ I _ : P# ••:.•;••••••••••{; PLUMBING WALL / / / ' -.2 ./ iir/'4. . Ti__,..- - 1:1 � _ 1141 sly: _ _ ' � 1Ley _ 1 .� i _ ti ,. - - - - - - - r co ` I it i' ,6!' % %' % .y �- r -(V- - r Tei:-iii. O I I I S3 S2 _ S `r . - - iNi` 2 1 s# ,,,A SALES WALL ,2 451164 I I __ --- '� �� ca I --1_41 33.6 2'-4" I '4'-0" 2'-4" EQ. 16'-0" EQ. 1 2'-4" I 9'- 10" .. 8' 0" ~ �`� 9'- 10" 2'-4" I © 29'- 3114" I 6'- 0" '= 'r I _ y_ �I�' i i , - S63` :\\ I I A9.4 I I r °° r (5)4' DI. O.C. i m �� z Irn • /' .„-- : ,� 1 1 0 2 , II I 7 ----- _ N I I N, ,I, ° ' A 1 I -- \-, \ 1 • • / O - 1 , I / . I 1 I • % I i ENTRY I I I I � - ° I= a / / \ • : 11131 : \ , ,- i o0 / , 1 I �J ® - - - F 1 1 1 1 , SALES I O I rf 11 �I I AREA I _ ® ` 23 I - ® i I I �� ROTUNDA i I ' 1 102 I ° H r I r 104 1 r r I I I � O / I� • ,..1.6r, • I 14 �4 /, 1r r1 ' --� I 1 g ;oo �i A 03/08/19 DOC REL 02 IFP 11 1� - - r /! I I - O - i '--II I a� REV DATE DOC REL##- DESCRIPTION 1 I ti r i , © ' N \\ / r ' O , b y / 1 ,r I ' I -..';'/,, //i• ® '°D PROJECT# 187747 �� 1 ,' I IO " PROJECT MANAGER M. FREDERICK I I , _ / o N- I I I i I I Nom_ 1 0 : 1 DESIGNED BY M. FREDERICK Tr I40Ie S1 ' 51 1 I 0 DRAWN BY J. CHEDID I Ul I o� o rn I 52 I L JI 1 6 1 p 1` QUALCHECK A. ECKERT r 1 TS ! 29 ao cv 1 I S2 SZ O SHEET TITLE r> I I 6 ® I 1 i�74,////i 0174 t/y/ `/ -CONCIERGE_W_ _ /� jiFj�k�' 1 I o TYP. I I I `- CLOSET 1 I CLOSET J , �,�%iiii� * / 103 + . /iiiz O I 4 A A 11 103B I s2 1D3A I I I j � �� IN _� � FLOOR PLAN FIRST co I ///,/,/,/.//,/,/,/„////m//,//,/ ///„////.,/„//,//„/,,,,,/,,,,,,/,_ ,/„//,,,/,,,,/,,,,,,/./,//,////////////,/////////,,,//,,,�',,,,/,,,�.,///, /,,, //#_„//,,,,,V .�, /,,,,,,,,,,///,/,,,,ter ,,,,.///,,,,/,.,,,,,////„>�1,///,,,_// /7////////////////,////// ,/,///.4,./,/////// /,.//,// - :CO,� FLOOR COMPOSITE • O CI) L _ _ , .___,2'-4" EQ. 24'-0" EQ. 1 7'-2 318" 17'-6 318" 7'-7 1/4" I EQ. 24' 0" EQ. 2' 4" 4'-3 112" Q (7) 4'-0" O.C. ...4. ._____i_________ ._. ______.______1,- �r 1 - . i (7)4' 0" O.C. C-,_l 1 4 U 30' 0" 24'-2" 11' 6" 3 'f 119 OVERALL. FLOOR PLAN - FIRST FLOOR A2.O SCALE: 3116" = 1' 0 Q �- SHEET NUMBER 0 NORTH 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 180' 0 100' 200 0 200' 400 0 400' 800' 0 500' 1000' 0 1000' 2000' , 1"=30,_0"�. m;m 1 T,=40-0" . 1"=50,_0„mom_.._.__� 1"=60,_0„`� �� 1"=80'_0" rIr_r! 1"=100,_0" o , 1'=200.0"i �� 1"=400'-0" A� 1"=500,_0"iimm= P , 1"=1000_0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 15' 32' 0 16' 32 1,.-1_0` 1 ;','"=1'-o" =memos= i 'A"--1'-0" ,,e-1'-O �l / -10. == 1 * '=1-0' IIIIM # FLOOR PLAN KEY NOTES ALTAR , G 1. LEASE LINE 2. STOREFRONT SYSTEM - REFER TO STOREFRONT SHEETS 3. G.C. TO PRESERVE AND PROTECT EXISTING LANDLORD AND STATE ADJACENT TENANT CONSTRUCTION, REPAIR AS NEEDED, AND FINISH TO 'LIKE NEW' CONDITION PER MALL FINISHES. 4. EXISTING MALL COLUMN TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION AND MAINTAIN FIRE RATING. 5. CONCRETE MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS PRIOR TO INSTALLING NEW FINISH FLOORING. G.C. TO PERFORM MOISTURE VAPOR EMISSION TEXT BEFORE INSTALLING ANY FLOORING - REFER TO SPECIFICATIONS FOR MOISTURE TEXT PROCEDURES. 6. PORTABLE FIRE EXTINGUISHER. G.C. TO COORDINATE W/FINAL LOCAL FIRE OFFICIAL BEFORE INSTALLATION 7. ACCESSIBLE 3-REGISTER CASHWRAP- REFER TO SHEET A9.0. 9. BACKWRAP EQUIPMENT AND TELEPHONE BOARD -REFER TO.0. WASHINGTON SQUARE ELECTRICAL DRAWINGS. PROVIDE 3/4" PLYWOOD BACKING. 9345 SW WASHINGTON SQUARE RD 10. 3'-0" CLEAR FLOOR SPACE IN FRONT OF ELECTRICAL PANELS. SPACE NO. T-13 11. DRAWING TUBE - REFER TO DETAIL 1/A15.1. 12. PLUMBING FIXTURES - REFER TO PLUMBING SHEETS AND G1.8 MIN. TIGARD, OREGON 97223 13. DRINKING FOUNTAIN - REFER TO PLUMBING SHEET AND G1.8(SIM.) 14. 24"X 24" COMMERCIAL GRADE FLOOR MOUNTED SERVICE SINK W/ WATER HEATER ON PLATFORM ABOVE - REFER TO PLUMBING SHEETS -G.C. TO CAULK AT MOP SINK AND ADJACENT SURFACES FOR WATER TIGHT CONDITION. 15. 5/8" WATER-RESISTANT GYPSUM BOARD FROM TOP OF FINISH FLOOR TO THE CEILING ABOVE OR TO 12'-0"A.F.F. BEHIND DRINKING FOUNTAIN AND AT MOP SINK, AS APPLICABLE. 16. BULLETIN BOARD AND POSTERS -COORDINATE WITH STOREG H A FA R I RR QQ PP MANAGER. 17. (3) TOWERS OF 12"X18" EMPLOYEE LOCKERS. 56'-8 3/8" 18. DOOR BUZZER - REFER TO ELECTRICAL DRAWINGS - MOUNT AT 48" ee A.F.F. 89 MONROE CENTER I 95 -8" 19. RAISED DISPLAY FLOOR - REFER TO STOREFRONT SECTIONS. SUITE 400 11 I / 20. DESK-COUNTERTOP AT 34" REFER TO DETAIL 4/A15.1. GRAND RAPIDS, MI 49503 USA 30' 0" 30' 0" 21. OFFICE EQUIPMENT: OFCI SAFE, FLOOR MOUNTED; OFCI FILE TEL +1.616.771.0909 CABINET; CFCI KEY BOX. www.ghafari.Com '� 22. CFCI LADDER RACK HOOKS (2); CFCI SALES PERSON RACK HOOKS (2) `( 20' -3 5/8" 1 29' -6 1/2" 10'- 1 7/8" I I 23. LIGHT FIXTURES (R3) INSTALLED IN RAISED DISPLAY FLOOR - _ CENTERLINE TO BE APPROX. 6" FROM EDGE OF PLATFORM. MIDDLE - 18 9 10 © FIXTURE AT CURVED GLAZING TO BE ALIGNED W/CENTERLINE OF IIIIA2 2 ADJACENT TENANT (N.I.C.) I I I RADIUM GLAZING, W/FLANKING FIXTURES 12" ON CENTER. OTHER I 0__-_ .-__.�..-__ I FIXTURES LOCATED AS NOTED (REFER TO STOREFRONT SECTIONS). E LEGEND. �I ^�I 3 Ill I '* �' 1! �I - - - - _ - - I - - -- -' 34.7 24. G.C. TO COORD. WREFER TO A3.0 ITH H OWNER ANDCEILING VENDOR ENDOR ON AN EQUIPMENT ' I GREEN I I I I PLACEMENT AND REQUIREMENTS; REFER TO ELECTRICAL. - I J 25. BACK OF HOUSE SHELVING REFER TO DETAIL 31A15.1 e 26. DREAM STEAMER. ///1(; m o 27. MICROWAVE AND REFRIGERATOR. II I I I 28. ART GLASS 6 EXISTING DOORS TO , . ,! . - . < < . ... r ® I I - 29. APPAREL OUTRIGGER-TYP. SEE DETAIL 6/A9.2. REMAIN PROVIDE NEW `� 30. DECORATIVE METAL FENCE-CUSTOM EXISTING LOCKSET. - - , 1 I 31. EXTERIOR OPIARY FURNITURE - SUBMIT PHOTOS/CUT SHEET TO �= ACCESS DOORIIIr n I I LANDLORD FOR FINAL APPROVAL(NOT USED) REGISTRATION SEAL TO REMAIN m - _ • I z : ' LU : v I :::. i ___ : : __ 13' - 10718" I I I Cr-- El ZO I X t'' -4) - - - - I7645--:.- I1- cC,::•. �, WALL.TYPESRAY20ONC�, 2" - _ _ I COMBO FOR ALL WALL TYPES AND WALL F% S. CLARK r 11 m - - - .C.O. OMBO N I SCHEDULES REFER TO SHEET G1.6 o 4583 �. ® - - - . � F TENANT WALL • i`,�,/;i,,�,..Sc� / ice,. • b. =° z F# FIRE RATED WALL 14°' OF W 4'-6" 25' 0 112" • U I NON-SALESN# 1;:. ::1 NON-SALES WALL EXISTING AREA - PROVIDE 3'X3' " I z I I 4'-2 118" 5'-2" y 13'- 10 718" 0 ;.; 1.; .;� .;� d, I' -6" ACCESS DOOR 201 ACCESS PANEL, , , �I Q P# ,yyvyy�..;.,.�eti� PLUMBING WALL TO REMAIN EACH SIDE. 1 N� X o 11,0611•111r b 16 J� COMBO _ I Q ® oo , I- L'. 1 Al �,, - 27'- 1 718"- -- - - �� - - M-�- _-_ - -�� I - - - - - - - -J--- 04 -73)- _ s# �f��,... SALES WALL ��\ 4 EXHAUST DUCT [- 1f I , I , I I ii A SEE MECH. • 33.6 '� , . \ / \ 0 / z iN [T \\ Oo O O O o / , • = I 1 I0 o 0 © ® . ,_ \ O , o o \ OPEN TO P L _. : : I \ BELOW • r HANG 00 \ •/ II II 0\ I ., .ri 0 I T \O/ 1 0 o ,K .c.„. A8 6 / \ O 0 o I - A 03/08/19 DOC REL 02 - IFP r I o // \\ o o _ I 0 ( I I REV DATE DOC REL##- DESCRIPTION 0 1 0 / \ • In / \ I n( \ • N I I PROJECT# 187747 :: I-3'-9 51$'/ 0 0 \ PROJECT MANAGER M. FREDERICK 3'-0" : �/ 22' - 0" o \\ V':- 23' -8" ' _� �, / o \ I I DESIGNED BY M. FREDERICK 66 e L. / \ DRAWN BY J. CHEDID .-rirn �, QUALCHECK A. ECKERT TS ; I I I I SHEET TITLE co r "' co FLOOR PLAN SECOND o 14 = _ -- _ _- �- y--- - - - - - - - - - FLOOR COMPOSITE N QIII I I w ADJACENT TENANT (N.I.C.) 1 11 f • - C) CD CO OVERALL FLOOR PLAN - SECOND FLOOR E SCALE: 3/16" = 1'-0" A2. 1 I NORTH z SHEET NUMBER CD 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"`10.-0"II=r-.--1,, 1"_20'_0„- 1"=30,_0" ._.�Mmiiim . 1"=40'-0.,down__ -.imile 1"=60-0"Minn IIlm 1"=80,_0" , 1"=10C1_0"r�r 1"-200'-0"ii-- 1"=400,0„r,rr� �w�ww - m �� 1"-500'-0" 1"-1000'-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1;4'=-t-0" 1 =1 a. �■ %=1� ..,..."=/ .. 1'_0" � __. ... .� k'=1,o.rrr- Y4"=1'-0" i ''-1-0" =1.o., s, # FLOOR PLAN KEY NOTES ALTAR ' a QQ PP 1. LEASE LINE 2.3. G.C.STOREFRONT O PRESERVETEM - REFER TAND PROTECO EXISTING LANDSTOREFRONT LORD AND HEETS STATE ADJACENT TENANT CONSTRUCTION, REPAIR AS NEEDED,AND FINISH i TO 'LIKE NEW' CONDITION PER MALL FINISHES. 4. EXISTING MALL COLUMN TO REMAIN. G.C. TO PROTECT DURING CONSTRUCTION AND MAINTAIN FIRE RATING. 30' - 0" 5. CONCRETE MUST BE LEVEL AND CLEAN OF ANY FOREIGN MATERIALS y 41 PRIOR TO INSTALLING NEW FINISH FLOORING. G.C. TO PERFORM "} MOISTURE VAPOR EMISSION TEXT BEFORE INSTALLING ANY 2'- 1 114" 6'-6 314" 14'- 0" 6' -6 3/4" 2' -7 114" FLOORING - REFER TO SPECIFICATIONS FOR MOISTURE TEXT Vii. y PROCEDURES. F 6. PORTABLE FIRE EXTINGUISHER. G.C. TO COORDINATE W/FINAL LOCAL - - - - - - - 34.7 FIRE OFFICIAL BEFORE INSTALLATION -.-F.-.,. _ 7. ACCESSIBLE 3-REGISTER CASHWRAP REFER TO SHEET A9.0. _ Iy S2 I 8. BACKWRAP - REFER TO SHEET A9.0. WASHINGTON SQUARE IIII \ S5 I 9. ELECTRICAL EQUIPMENT AND TELEPHONE BOARD - REFER TO 9345 SW WASHINGTON SQUARE RD 2 IIII . PROVIDE 3/4" PLYWOOD BACKING. SPACE NO. T-13 Ar r - -- 10. 3'-0" CLEAR FLOOR SPACE IN FRONT OF ELECTRICAL PANELS. A10.0 Ill + ' 11. DRAWING TUBE - REFER TO DETAIL 1/A15.1. TIGARD, OREGON 97223 III] F.R. i F.R. 12. PLUMBING FIXTURES - REFER TO PLUMBING SHEETS AND G1.8 MIN. = = = = - I . `'' I 105E •. E ED 105D 13. DRINKING FOUNTAIN REFER TO PLUMBING SHEET AND G1.8 (SIM.) III _ i ch © 14. 24 X 24 COMMERCIAL GRADE FLOOR MOUNTED SERVICE SINK W/ _ = = = = X11 i I Z I I N \--- i WATER HEATER ON PLATFORM ABOVE - REFER TO PLUMBING _ ill -"'r ; �r "' 0 SHEETS -G.C. TO CAULK AT MOP SINK AND ADJACENT SURFACES __ __ __ __ II i co. 1- FOR WATER TIGHT CONDITION. _ �� `h'. I ia� -- ;-•\- 15. 518"WATER -RESISTANT GYPSUM BOARD FROM TOP OF FINISH FLOOR _ _ __ __ _ I/1 I 41 = TO THE CEILING ABOVE OR TO 12'-0"A.F.F. BEHIND DRINKING ,~ A '' FOUNTAIN AND AT MOP SINK, AS APPLICABLE. _ = = = = 11 d- 1 ' 16. BULLETIN BOARD AND POSTERS -COORDINATE WITH STORE G H A FA R I = = = = = I F.R. L`„ F.R. MANAGER. = = = = - SII 105E I IEig 17. (3) TOWERS OF 12"X18" EMPLOYEE LOCKERS. 105C18. DOOR BUZZER- REFER TO ELECTRICAL DRAWINGS- MOUNT AT 48" 89 MONROE CENTER r SII ,, = \ 1 I A.F.F. SUITE 400 -00 � o F.R. , 19. RAISED DISPLAY FLOOR- REFER TO STOREFRONT SECTIONS. GRAND RAPIDS, MI 49503 USA v LOUNGE S1 20. DESK- COUNTERTOP AT 34" REFER TO DETAIL 4/A15.1. TEL +1.616.771.0909 - _ __N_, , cT I 105 I I 21. OFFICE EQUIPMENT: OFCI SAFE, FLOOR MOUNTED; OFCI FILE www.ghafari.com CABINET; CFCI KEY BOX. - i ' i 22. CFCI LADDER RACK HOOKS (2); CFCI SALES PERSON RACK HOOKS (2) _ a _ - 23. LIGHT FIXTURES (R3) INSTALLED IN RAISED DISPLAY FLOOR - - CENTERLINE TO BE APPROX. 6" FROM EDGE OF PLATFORM. MIDDLE _ _ F.R. _NT F.R. I FIXTURE AT CURVED GLAZING TO BE ALIGNED WI CENTERLINE OF 105G I 105B RADIUM GLAZING, WI FLANKING FIXTURES 12" ON CENTER. OTHER FIXTURES LOCATED AS NOTED (REFER TO STOREFRONT SECTIONS). _ - - ; • `' REFER TO A3.0 FOR CEILING FIXTURE LEGEND. i -� o ---1E3 24. G.C. TO COORD. WITH OWNER AND VENDOR ON AN EQUIPMENT --- ------ ° PLACEMENT AND REQUIREMENTS; REFER TO ELECTRICAL. �t�� 25. BACK OF HOUSE SHELVING REFER TO DETAIL 3/A15.1 I 0 a, P; 26. DREAM STEAMER. \ . ; • - , i 27. MICROWAVE AND REFRIGERATOR. �n El I S1 I ' � ,� 28. ART GLASS I I 29. APPAREL OUTRIGGER-TYP. SEE DETAIL 6/A9.2. N GO-BACK0 �� F.R. 30. DECORATIVE METAL FENCE -CUSTOM i 1 ° REGISTRATION SEAL _„ CLOSET ' T I zo ADA 31. EXTERIOR OPIARY FURNITURE - SUBMIT PHOTOS/CUT SHEET TO _ T ____ 1 LANDLORD FOR FINAL APPROVAL(NOT USED) I 106 I r~ 1105A I 3'- 0" o 15 I A110.0 M S3 _ _�� o N 1� S3 Nr I �' N '. RAYMOND '� • - -ate- _ - . • ILS. CLARK `,.�1 �a Fr ' ' 9'- 10" 8' D" . �'- 10" - - - -- �� - - O -A.-, ;...,'. - _ _ 0 4583 i' 4 2' 4" �r 27' 8" -12�_I 4'' 1 . gi 33.6 �:, .�,/%y oar / ---------- -- - ----.- 28 4rs ' OF a„ , _ - - - - - Rs2 ,._ . , ,......_. ,, 7.....,, ..... ,.„ i , 4 ,-- __________ A11.0 A11.D ! /� `\ 2 1/2" 8'-2" 2112" T' ,�' .`\ `\ l' / 'p N2 LANDING I �/ ,' 1' `� `� - '�', - 34.7 !/f r�/ �, `,y SALES \ 'T , ., r !, _ - -- \ , AREA i 1r I1! ROTUNDA r 4‘ yet 1 102 3 r ca Z 1 N i j r /� I 104, I Z3'-4" 14" 3'• 8" -v i i � 1 (N -J leL 44 ti ! fr • I T - yti 1\ I/ r1 alki 1 _Thr.........„--- r_ __ _ ______\4\_\ _ .„ __ __ _ _ _ . _ , ,:' E _ - 1 1 I 1 1 1 °' _ _ L - - J a CONCIERGE -- T r i 103 ( A 03/08/19 DOC REL 02 - IFP 1 - r - - - - }- p I I I p REV DATE DOC REL##- DESCRIPTION L - - = - I _ - j - 4.1 L _ _ - J / 4'- " '-7114" 3' 7114"� 4 -8".._ _ _ _ I / I / 8 ,' / •f I I PROJECT# 187747 _ _ J Q a T- - - _ _ _ _ _ I rh....... . ,.. ,117, „_. __bpT L ' (1178 I PROJECT MANAGER M. FREDERICK R � DESIGNED BY M. FREDERICK - - - - \ ° ( ® S2 i;) ® I E DRAWN BY J. CHEDID � • QUALCHECK A. ECKERT N1 1 ( - - -LI i .. _ ._.---._ _ .-.-.---- ------------- --- - - - - - - SHEET TITLE `) ENLARGED PLANS Ico 1 NEN ma7=-) N 0 co W 1- Q U -2.-) STAIRS PLAN AT SECOND FLOOR •--71--) ENLARGED FLOOR PLAN SCALE: 1/4" = 1.-0" SCALE: 1/4" = 1'-0" A2.2 .2 u_ �___ �____ SHEET NUMBER Q I C9 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80 160' 0 107 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" . 1"=20-0",i , 1"=37-0"Ii 1"=40'-0"i - 1"=50.-0" i _-- �� 1 60'-0"i____-.-� 1-'80.-0" 9 1"=100'-0"i lig=i01"=207-0" 1"=400'_0"mo. r 1"=500'-0" 1"=1007.0" i 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 46' 0 8' 16' 0 16' 32' 0 16' 32' 1X"=1'-0" 1 1„=1'-0" .._II 1 3'd'=1'-0" ) '=1,-0„1 , 3,4"=v_0"�- -- Y"=1'-0"i"wl-rte , 3;e"s1'-0" 3"=1'_0" 1 Nommi , V=v-0' CEILING GENERAL NOTES # CEILING PLAN KEY NOTES ALTAR ' a A. ENTIRE SALES/NON-SALES FLOOR AREA TO BE FULLY SPRINKLED IN COMPLIANCE WITH ALL CODE REQUIREMENTS - REFER 1. DISPLAY RAIL SYSTEM -REFER TO DETAIL 4/A4.2 FOR TO M.E.P. DRAWINGS BLOCKING METHOD-G.C.TO CUT IN FIELD AS REQUIRED. B. G.C. MUST MAINTAIN ACCESS TO LANDLORD'S HVAC, ELECTRICAL, & PLUMBING SYSTEMS, INCLUDING CLEANOUTS,VALVES, 2. HOLD END OF DISPLAY RAIL SYSTEM 4"(MIN.)OFF FROM FACE STAT E DAMPERS, "J" BOXES, SMOKE DETECTORS, ETC. G.C. TO SUPPLY& INSTALL ACCESS PANELS FLUSH WITH ADJACENT OF WALL. FINISHES AS REQUIRED TO PERMIT SERVICING TO ALL EQUIPMENT LOCATED ABOVE THE CEILING. IF G.C. IS DIRECTED BY 3. 24"X 24"ACCESS PANEL FOR SERVICE ABOVE CEILING THE LANDLORD AND/OR INSPECTOR TO PROVIDE ACCESS PANELS AT LOCATIONS THAT ARE NOT SPECIFIED ON THE PLANS INTEXFORMS, LIFT AND SHIFT RADIUS DOOR CORNERS. THE G.C. MUST CONTACT CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ANY WORK.ANY WORK DONE 4. EMERGENCY LIGHTS TO BE CENTERED ON WOOD JOISTS AS PRIOR TO CONTRACTING THE CONSTRUCTION MANAGER IS THE SOLE RESPONSIBILITY OF THE G.C. AND ALL COST SHOWN. RELATED TO RELOCATING THESE ITEMS A SECOND TIME,AFTER CONSTRUCTION MANAGER DISCUSSES OPTIONS WITH 5. SIZE OF COFFER IN FITTING ROOM LOUNGE HAS BEEN APPROPRIATE PARTIES, WILL BE BACK CHANGED TO THE G.C. DETERMINED BY STANDARD DIMENSIONS OF PLASTER CEILING C. ALL CEILING HTS. ARE FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING -TYP. U.N.O. TILE. DASHED LINE INDICATES TILE LAYOUT. D. CEILING ELEMENTS (LIGHTING FIXTURES, MECHANICAL, ETC.)ARE SHOWN FOR LAYOUT AND DESIGN INTENT ONLY. REFER 6. (C-3B)AT EACH (PD10) FIXTURE, TYP. TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND DETAILED FIXTURE SCHEDULE. 7. SEE 3/A9.1 FOR CEILING DETAILS AT BACKWRAP. E. REFER TO FINISH PLAN FOR EXACT LOCATIONS OF SPECIFIC FINISHES. 8. 33", 24"OR 8"GREENERY SAUCERS, BOTTOM TO BE A MINIMUM F. ALL ABOVE CEILING SYSTEMS SHALL BE INSTALLED TO OF 7-6"A.F.F. -CENTER ON WOOD JOISTS ABOVE; REFER TO ACCOMMODATE CEILING HEIGHTS DOCUMENTED AND CEILING FIXTURES SPECIFIED. CEILING DROPS WILL NOT BE 31A4.2 FOR CONNECTION DETAIL. CONSIDERED TO ACCOMMODATE REROUTING OF SYSTEMS. 9. 33", 24"OR 8"GREENERY SAUCERS, BOTTOM TO BE A MINIMUM WASHINGTON SQUARE G. CONTRACTOR TO CONFIRM CLEAR HEIGHT OF EXISTING JOISTS AND COORDINATE PROPOSED LOCATION OF HVAC OF 7-6"A.F.F. -PROVIDE 5/8"F.R.T. PLAYWOOD BLOCKING 9345 SW WASHINGTON SQUARE RD DUCTWORK, GRILLES, SLOPED CEILINGS OR SUSPENDED FEATURE ELEMENTS PRIOR TO ANY INSTALLATION. NOTIFY THE WITH (2)#10 SCREWS ABOVE THIS LOCATION, ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS. 10. (C-2) FAUX CEILING JOISTS AT 12'-6"A.F.F.; REFER TO DETAIL SPACE NO. T-13 H. PAINT ALL EXPOSED ROOF STRUCTURE, FRAMING, DECK AND GYP. BD. WALLS ABOVE 11-0" U.N.O. W9-B 1/A4.2. TIGARD, OREGON 97223 I. REFER TO 3/A4.2 FOR CEILING FIXTURE ATTACHMENT DETAILS. 11. EDGE OF BACKWRAP COUNTER BELOW, J. REFER TO ELECTRICAL DRAWING FOR ADDITIONAL INFORMATION. 12. F.R.T. 2X12 SUSPENDED SUPPORT FRAMING; REFER TO DETAIL K. REFER TO A4.0 FOR LIGHTING PLAN INFORMATION. 1/A4.2. 13. (C-3C) PLASTER DOME WITH (C-3D) PLASTER CROWN MOULDING. CENTER ON PLASTER TILE. RR QQ PP . . G H A FA R II 89 MONROE CENTER SUITE 400 ! I GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com I I I 8'_0" 11'-6" 12' - 0"III © S-1 I C-1 I 6 ! I W-7A ---If - - - - - - - - _ - - - I - - - - - - - I I 2 34.7 r- - - - - - - - - -1 1 / 1 a \f--''' ii---- ---- -. . - c--7-0. - - ----------------k! 0F, ws ,. , .;.,=. _..,, _..., _. = . r_____ ._=_-_.- ___.-1 1 1 i i " •, . _ - I I O ® F.R. ® ��+f I� I__1. t J _� OFFICE I 1 2I INir- r`�� 1 I 'd I I �_ .I'. I - ? 1.12 ® ' It F.R. 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ARE L' , 1 :.T, _ ,,- •. , y. I .{ `▪ '^ ® ♦ ',' s'" �I. ' 1 u /� 1.'"s IY PROJECT MANAGER M. FREDERICK __- 1 I 102 i / o ; � • ' o Il 11 tCo�) fl 1 I f1 ' :; :-.'1. . ,. `�'`.•� _ �� , ��ilk ` V s `"` ,1 • J,I<` `. DESIGNED BY M. FREDERICK o __ �I`• f ,' o S „ {000] `� �� 000� „ I 11 f ,::::.:,:1-,. .:::,1 i:-DRAWN BY J. CHEDID __ - II I CONCIERG �� / 9'_6,. 1 '-6" �' " � �I: - c' -= rll-i • ' 11'-6' ,all - S-1 �; ' QUALCHECK A. ECKERT O '• ;11 .i. l000l a Qco [000 ' '� 1D3' �m M� II U W-7A b I n /- ;r �.I I r�, 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1"=1-0"il 3/4"=1,_0„ )"=1.-0"1 __ V=1,-0„ I____- 1 ),,.'=1._0'. %15`-1'-0" - ',6"=1._0,. IlliMl---- %3i'=1.-0"fw w --. '%s"-1'_0" -- # CEILING PLAN KEY NOTES ALTAR ' a 1. DISPLAY RAIL SYSTEM - REFER TO DETAIL 4/A4.2 FOR BLOCKING METHOD -G.C. TO CUT IN FIELD AS REQUIRED. 2. HOLD END OF DISPLAY RAIL SYSTEM 4" (MIN.) OFF FROM FACE STAT E OF WALL. 3. 24" X 24"ACCESS PANEL FOR SERVICE ABOVE CEILING INTEXFORMS, LIFT AND SHIFT RADIUS DOOR CORNERS. 4. EMERGENCY LIGHTS TO BE CENTERED ON WOOD JOISTS AS SHOWN. 5. SIZE OF COFFER IN FITTING ROOM LOUNGE HAS BEEN DETERMINED BY STANDARD DIMENSIONS OF PLASTER CEILING TILE. DASHED LINE INDICATES TILE LAYOUT. 6. (C-3B)AT EACH (PD10) FIXTURE, TYP. 7 SEE 31A9.1 FOR CEILING DETAILS AT BACKWRAP. 8. 33", 24"OR 8" GREENERY SAUCERS, BOTTOM TO BE A MINIMUM OF 7'-6"A.F.F. -CENTER ON WOOD JOISTS ABOVE; REFER TO 3/A4.2 FOR CONNECTION DETAIL. WASHINGTON SQUARE 9. 33", 24"OR 8" GREENERY SAUCERS, BOTTOM TO BE A MINIMUM OF 7'-6"A.F.F. - PROVIDE 5/8" F.R.T. PLAYWOOD BLOCKING 9345 SW WASHINGTON SQUARE RD WITH (2)#10 SCREWS ABOVE THIS LOCATION. SPACE NO. T-13 10. (C-2) FAUX CEILING JOISTS AT 12'-6"A.F.F.; REFER TO DETAIL 1/A4.2. TIGARD, OREGON 97223 11. EDGE OF BACKWRAP COUNTER BELOW. 12. F.R.T. 2X12 SUSPENDED SUPPORT FRAMING; REFER TO DETAIL 1/A4.2. 13. (C-3C) PLASTER DOME WITH (C-3D) PLASTER CROWN MOULDING. CENTER ON PLASTER TILE. RR QQ PP . . G H A FA R I 89 MONROE CENTER SUITE 400 I I GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com I I I - 41:0 I I I I I - 34.7 `` I I I © I I I I `4I.- J 'i f —i ` I� I I I REGISTRATION SEAL \----- OPEN TO DECK I I \ I I � i I I I I I I RAYMOND j S. CLARK ,-3 4 T I I o 4563 I , I I OF av . - ,•,..:i...: - , • .,_,..,,„ I I I I li : • . . _ . , V T, • I _. - ---__, _...__.--- ._.. • I T I I fan - - - . - - -- - - - - - - I 1 - - - - - - - - - - i 28' -IT k I .)-- \ 33.6 c 1• • • I 7 I, w ! �+ �+ I I I I I -T 1 'l 0 Il Es I s 11 TYP. Ill W 433 " 6) L I k I f e I r I 1TI ~ ) \I10 ' ' I I I I I '8.6 . I A 03/08/19 DOC REL 02 - IFP II ® `t' 1. I I v 1 REV DATE DOC REL##- DESCRIPTION \ 1? �° __211 I YV. I I I PROJECT# 187747 ci ® ®-< ; \— OPEN PROJECT MANAGER M. FREDERICK TO DESIGNED BY M. FREDERICK o /n tsE I I @ ! DECK I I ! In \ o I ff II \ 1/4 rn t a l " n ` QUALCHECK A. ECK DRAWN BY J. DID o - C' I I I SHEET TITLE co 1 T V ' �' REFLECTED CEILING Q co I ri . - - — I I--- - --. . - ,- ......_.. . .. - ---- - . - - - N - - - - -� - - - - PLAN SECOND FLOOR N g \ • I FAUX JOISTS TO BE I I COMPOSITE DIRECTLY BELOW HARD CEILING, NOT SUSPENDED, THIS LOCATION ONLY. O — co u) 41OVERALL REFLECTED CEILING PLAN - SECOND FLOOR SCALE: 3116"= 1'-0" A3.1 Q SHEET NUMBER = NORTH 0 10' 20' 0 20' 40' 0 30' 60 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10%0"ww-_... 1"=20-0" 1'=30'-0"mi 1"=40'0"��---_ 1°=50.-0''i imi 1"=60'4"i 1"=80'_0" 1"=100'-0" ii , 1"=200'-0"ii 1"=400'_0" 1"-500.-0"Imi irrirrir 1"=1000-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1"=1.0'� rmi � �G�,=1._0�'.---- ;,---1L0'. ._ �.=1'0" ...,=1.-0.. �... rrr-. � i. ,� � 7,s,=1.-0�, =maw yy..=1.0.. . _� � ..=1.0.. � /r"=1•-0" .- � i LIGHTING GENERAL NOTES # LIGHTING KEY NOTES ALTAR ' a A. ENTIRE SALES/NON-SALES FLOOR AREA TO BE FULLY SPRINKLED IN COMPLIANCE WITH ALL CODE REQUIREMENTS- 1. FIXTURES INSTALLED AT THE TOP OF DISPLAY WINDOW(TA) REFER TO M.E.P. DRAWINGS. CENTERLINE OF FIXTURES TO BE APPROX. 6" INSIDE OF GLAZING B. G.C. MUST MAINTAIN ACCESS TO LANDLORD'S HVAC, ELECTRICAL, & PLUMBING SYSTEMS, INCLUDING CLEANOUTS, CENTERLINE. \ RETURN DIFFUSER, ril EM-I RECESSED EMERGENCY Lighting Fixture Schedulel STATE VALVES, DAMPERS, "J" BOXES, SMOKE DETECTORS, ETC. G.C. TO SUPPLY& INSTALL ACCESS PANELS FLUSH WITH 2. LED S6/S7 LIGHT FIXTURES TO WRAP PERIMETER WALL REFER TO MECHANICAL DROP DOWN LIGHT ADJACENT FINISHES AS REQUIRED TO PERMIT SERVICING TO ALL EQUIPMENT LOCATED ABOVE THE CEILING. IF G.C. IS FIXTURES. REFER TO ELECTRICAL SHEETS FOR LAYOUT. SUPPLY DIFFUSER, SURFACE LED 2 HEAD Distance DIRECTED BY THE LANDLORD AND/OR INSPECTOR TO PROVIDE ACCESS PANELS AT LOCATIONS THAT ARE NOT 3. TOILET ROOM/OFFICE LIGHT FIXTURE; TO BE CENTERED IN II ,, EM2 WT AFF Descri tion Comments SPECIFIED ON THE PLANS THE G.C. MUST CONTACT CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF ROOM. REFER TO MECHANICAL 4�b EMERGENCY LIGHT p ANY WORK. ANY WORK DONE PRIOR TO CONTACTING THE CONSTRUCTION MANAGER IS THE SOLE RESPONSIBILITY 4. FINAL PLACEMENT OF FIXTURES AT ENTRY TO BE COORDINATED \ EXHAUST GRILLE, REFER ® c SINGLE FACE RED LETTER CLEAR iCH 1 4' LED STRIP LIGHT OF THE G.C. AND ALL COST RELATED TO RELOCATING THESE ITEMS A SECOND TIME, AFTER CONSTRUCTION WITH PROJECT MANAGER. BOTTOM OF FIXTURE TO BE MINIMUM X TO MECHANICAL EX1 ACRLYIC EDGE-LIT EXIT SIGN CH-1 EM 4' LED STRIP LIGHT- EMERGENCY MANAGER DISCUSSES OPTIONS WITH APPROPRIATE PARTIES. WILL BE BACK CHARGED TO THE G.C. OF 8'-0"A.F.F. P10 @ 7' -6" MAISON DE VILLE 1-LIGHT MINI DUO CHANDELIER C. CEILING ELEMENTS (LIGHTING FIXTURES. MECHANICAL, ETC. )ARE SHOWN FOR LAYOUT AND DESIGN INTENT ONLY. 5. ALL SUSPENDED LIGHTING (TRACK, TUBE) TO BE SUSPENDED TO ® ROUND SUPPLY DIFFUSER. W LED EXIT AND LIGHT, 7'_6 REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION AND DETAILED FIXTURE SCHEDULE. 13'-0" TO BOTTOM OF FIXTURE OR 2'-0" MIN. FROM CEILING. ALL REFER TO MECHANICAL �EX2 THERMOPLASTIC, RED LETTERS PD1 SMALL BIRDCAGE CHANDELIER D. REFER TO ENGINEERING DRAWINGS FOR EMERGENCY LIGHTING LAYOUT. SUSPENDED LIGHTING (TRACK, TUBE)TO BE MOUNTED AT SAME - I LINEAR SUPPLY DIFFUSER, PD2 MEDIUM BIRDCAGE CHANDELIER E. SPECIALTY PENDANTS IN GROUPS (LAMP HOLDERS W/GLASS SHADE) TO BE MOUNTED USING ALL AVAILABLE WIRE/ HEIGHT A.F.F. U.N.O. REFER TO MECHANICAL PD3 11'-0" LARGE BIRDCAGE CHANDELIER CABLE SUPPLIED WITH FIXTURE TO MAXIMIZE SUSPENDED LENGTH. STAGGER HEIGHTS RANDOMLY IN 6" INCREMENTS 6. LIGHT TRACK ATTACHED TO TOP OF 2X8 CEILING JOISTS. WIFI ACCESS POINT TC TRAFFIC COUNTER BY PULLING WIRE/CABLE ABOVE FIXTURE CANOPY. NO ADJACENT FIXTURES TO BE AT SAME HEIGHT A.F.F. AND NO 7. RESTROOM PLATFORM LIGHT FIXTURE. PD7 7' 0" 18 19TH C. FRENCH EMPIRE CRYSTAL CHANDELIER FIXTURE SHALL BE LOWER THAN 9'-0"A.F.F. OR HIGHER THAN 11'-0" TO BOTTOM OF FIXTURE, RESPECTIVELY. 8. LIGHT STICK ALONG BACK OF APPAREL OUTRIGGERS, VNEDOR (1-,9 SUB WOOFER O SPEAKER PD1/ MUCURY ROW SAHRA PENDANT WASHINGTON SQUARE F ALL EXPOSED HVAC DUCTS TO BE INSTALLED CENTERED EQUALLY BETWEEN LIGHT FIXTURES AS APPLICABLE (OR SUPPLIED AND INSTALLED. GC TO PROVIDE POWER AT SOFFIT- PD12 8'-6" 9582 LODESTAR CHANDELIER 9345 SW WASHINGTON SQUARE RD DIMENSIONED) ON PLAN. NO EXCEPTIONS. REFER TO ELECTRICAL. SCENT DIFFUSER SECURITY CAMERA PD13 8'-6" 9582 LODESTAR CHANDELIER G. AT ALL EXPOSED HVAC DUCTS TO BE BY MONO POINT AIRCRAFT CABLE W/ DUCT STRAPS. 9. LIGHT FIXTURES AND GREENERY SAUCERS ALL TO BE MIN 6" SD © PD21 7'-6" MILLIE CHANDELIER SPACE NO. T-13 H. AT ALL LOCATIONS WHERE MECH. DUCTS PENETRATE A WALL OR BULKHEAD VISIBLE TO PUBLIC VIEW, CONTRACTOR APART, CENTER TO CENTER, IN BOTH DIRECTIONS. SEE A4.1 FOR PD25 13' - 0" LONA BELLA RAINDROP TIGARD, OREGON 97223 SHALL INSTALL A METAL TRIM RING MATCHING PROFILE OF DUCT AT PENETRATION TO COVER EXPOSED CUT(S) IN ADDITIONAL DIMENSIONS. WALL/BULKHEAD OPENING. MATERIAL AND FINISH TO MATCH DUCT. 10. S10 IN DISPLAY WALLS- SEE A9.3, TYP. R3 4"ADJUSTABLE RECESSED- NEW WORK HOUSING I. ALL RECESSED FIXTURE LOCATIONS TO BE COORDINATED WITH CEILING MOLDING. 11. S6 & S7 IN COVE BEHIND STOREFRONT GLASS R3A 4: ADJUSTABLE RECESSED- REMODEL HOUSING J. REFER TO 3/A4.2 FOR PENDANT CEILING FIXTURE ATTACHMENT DETAILS. R8 3 LIGHT RECESSED MULTIPLE K. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. R10 6" LED RECESSED LIGHT R11 4" LED RECESSED LIGHT S6 4' STRIP LIGHT S7 2' STRIP LIGHT G H A FA R I RR QQ PP411$ . S12 FLEXIBLE LED S12 FLEXIBLE LED TA-T1 WHITE SINGLE CIRCUIT TRACK/WHITE ADJUSTABLE TRACK HEAD 89 MONROE CENTER W1 5' - 0" MAISON DE VILLE 1 LIGHT WALL SCONCE SUITE 400 ! 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FREDERICK ; _ ,_ PROJECT MA ® O T+ O � 0 1 • ; :;., �illikA, © i D BY M FREDERICK 2� � • T� ( DESIGNED REDE ,. °o „ 000 �M� 000 1 _tt_ .. _ '_ :, DRAWN $Y J. CHEDID rn R8 R8 R8 R8I I .._ �l :; ' o00 00000D \ !000 w .FM � ' - -.7 . �_'_ ,: 1 I ® r I w d - f� f� ;- • SHEET TITLE QUALCHECK A. ECKERT co I --r,. EQ. 6,_0„ 6'-D" _ 6'- 0" -Q. 6•_0.. 6, 0.. 6'-0" 6' -0" ,,: ' `-•� - ,; t- -�/r .4/ .. � �,� a- I o o _•, ,y_ . ,.. �� . . . :� o 0 I -- --7-- - -o: ,-.0011.-__ __.„r- ifre _40_C:'''.-":- h. �,,�• � LIGHTING PLAN FIRST co T - . 1 T-� _ _ - v - _ . • -- •.,, _ _ _ - - - - - - FLOOR COMPOSITE @ . co $ ------------------------------------------ ---- -- � 8L.._..._.4..7___,: i w � - - - - - - - - ---- - - - - - � TYP. - - �-- TYP. Uo i I co OVERALL LIGHTING PLAN - FIRST FLOOR A4.0 EESCALE: 3/16"= 1'-0" = NORTH SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0' r,i,�,r, 1 1"=20,_0'mmii ml1"=30,_0'.�� ,._._� I 1"=40.-0" 1 1"=50-0" 1"=60-0" 1"=80'_0" I 1"=100,_0" 1.'=400.0„ pry j 1"=500-0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1:e=l'0" - 1 =1 4" ■rrr rrrrrrrr c 1'0" f'=1.-0" — 1_0. �_ �'.=1 " sr 10 =1.0.. 1 -4.''1.-C. mew. ._� "=1'-0" 4,-"=t-o" r r # LIGHTING KEY NOTES ALTAI:via 1. FIXTURES INSTALLED AT THE TOP OF DISPLAY WINDOW(TA) CENTERLINE OF FIXTURES TO BE APPROX. 6" INSIDE OF GLAZING CENTERLINE. N RETURN DIFFUSER, >r RECESSED EMERGENCY Liahtina Fixture Schedulel STATE 2. LED S6/S7 LIGHT FIXTURES TO WRAP PERIMETER WALL REFER TO MECHANICAL �� EMI DROP DOWN LIGHT FIXTURES. REFER TO ELECTRICAL SHEETS FOR LAYOUT. Distance 3. TOILET ROOM/OFFICE LIGHT FIXTURE; TO BE CENTERED IN SUPPLY DIFFUSER, EM2 SURFACE LED 2 HEAD WT AFF Description Comments ROOM. REFER TO MECHANICAL EMERGENCY LIGHT _ 4. FINAL PLACEMENT OF FIXTURES AT ENTRY TO BE COORDINATED CH-1 4' LED STRIP LIGHT EXHAUST GRILLE, REFER ® C SINGLE FACE RED LETTER CLEAR WITH PROJECT MANAGER. BOTTOM OF FIXTURE TO BE MINIMUM X TO MECHANICAL EX1 ACRLYIC EDGE-LIT EXIT SIGN CH-1 EM 4' LED STRIP LIGHT- EMERGENCY OF 8'-0"A.F.F. P10 @ 7'-6" MAISON DE VILLE 1-LIGHT MINI DUO CHANDELIER 5. ALL SUSPENDED LIGHTING (TRACK, TUBE) TO BE SUSPENDED TO 0ROUND SUPPLY DIFFUSER, w LED EXIT AND LIGHT, 7'-6" 13'-0"TO BOTTOM OF FIXTURE OR 2'-0" MIN. FROM CEILING. ALL REFER TO MECHANICAL �EX2 THERMOPLASTIC, RED LETTERS PD1 SMALL BIRDCAGE CHANDELIER SUSPENDED LIGHTING (TRACK, TUBE) TO BE MOUNTED AT SAME LINEAR SUPPLY DIFFUSER, PD2 MEDIUM BIRDCAGE CHANDELIER HEIGHT A.F.F. U.N.O. REFER TO MECHANICAL PD3 11'- 0" LARGE BIRDCAGE CHANDELIER 6. LIGHT TRACK ATTACHED TO TOP OF 2X8 CEILING JOISTS. WIFI ACCESS POINT TC TRAFFIC COUNTER 7. RESTROOM PLATFORM LIGHT FIXTURE. PD7 T- 0" 18" 19TH C. FRENCH EMPIRE CRYSTAL CHANDELIER 8. LIGHT STICK ALONG BACK OF APPAREL OUTRIGGERS, VNEDORSUB WOOFER SPEAKER PD11 MUCURY ROW SAHRA PENDANT WASHINGTON SQUARE SUPPLIED AND INSTALLED. GC TO PROVIDE POWER AT SOFFIT- ellS O PD12 8'-6" 9582 LODESTAR CHANDELIER 9345 SW WASHINGTON SQUARE RD REFER TO ELECTRICAL SCENT DIFFUSER SECURITY CAMERA PD13 8'-6" 9582 LODESTAR CHANDELIER SPACE NO. T-13 9. LIGHT FIXTURES AND GREENERY SAUCERS ALL TO BE MIN 6" SD © PD21 7' 6" MILLIE CHANDELIER APART, CENTER TO CENTER. IN BOTH DIRECTIONS. SEE A4.1 FOR PD25 13' 0" LUNA BELLA RAINDROP TIGARD, OREGON 97223 ADDITIONAL DIMENSIONS 10. S10 IN DISPLAY WALLS-SEE A9.3, TYP R3 4"ADJUSTABLE RECESSED- NEW WORK HOUSING 11. S6& 57 IN COVE BEHIND STOREFRONT GLASS R3A 4: ADJUSTABLE RECESSED- REMODEL HOUSING R8 3 LIGHT RECESSED MULTIPLE R10 6" LED RECESSED LIGHT R11 4" LED RECESSED LIGHT 56 4' STRIP LIGHT 57 2' STRIP LIGHT G I-1 A FA R I RR QQ PP . . S12 FLEXIBLE LED S12 FLEXIBLE LED • TA-Ti WHITE SINGLE CIRCUIT TRACK/WHITE ADJUSTABLE TRACK HEAD 89 MONROE CENTER W1 5' 0" MAISON DE VILLE 1 LIGHT WALL SCONCE • SUITE 400 • I GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 DECORATIVE METAL SCULPTURE •� www.ghafari.com WITH S12 CONTINUOUS BACKLIGHT / I I ADJUST CH-1 LOCATION! AS NEEDED PER DUCT EDGE LIT SIGN. LOCATIONS. / I 1 I E ---- 1I4 - - - - - - - N _I - .. _- - - - - - � - �-_ - - - - I # - - - - - - - - - - - - - - - _... 34.7 - - - 'i' I '� © k I I SII ; .. EQ EQ - CH-1 CH-1 EM - _ REGISTRATION SEAL ICH-1 CH-1 z7.3 I i zo LU l' li. CH-1 ' CH-1 ill ....s, . . . . .. . .__\ ,- . —11k- RAYMOND ' 0 . b 1 S. 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ECKERT C° CH-1 ED CH-1 EM I I I SHEET TITLE r r • m EN•_ CH-1 I''� 71_OM CH-1 7 . 0" CM-1 4:_0:: I I I LIGHTING PLAN ctoF3 r I I �, ;� - - �. - Jr - - ,L - - - - - © - - - — - _ _ - - _ SECOND FLOOR o COMPOSITE cn w 1- Q U O cn u OVERALL LIGHTING PLAN - SECOND FLOOR Q Ft lib, SCALE: 3/16" = 1'-0" Q SHEET NUMBER i NORTH 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'_0" mom _mou , 1"=20.-0" . 1"=30'Cr mom limmo1"=40'-0"��.. . 1"=50._0.' 1"=60'_0" _ IMENNI 1 1800 ,.............. 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 16' 37 1 .,=1,-0„ ii 1"=1,-0"1 _--_111111.11M1.IN! 3''=1'-0" 1 )z"_1'-0„i 3i4"=1'-0"i _— i %"=1'-0°irk , /6"1'_0" 3„=1'-0"i� , 3"=1'-0" }ii13'=1'-0r . PoD91,10. ALTAR ' a QQ PP / 6'-2" , , - ,, D1FAUX CEILING JOISTS STAT E ,_ 12' 6"A. . . 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PLYWOOD ON 3 ..„..2'-8"� III 2'-8" 3'-0" • - .}•L5':-Q"N' -, _ ,tom �,_ .y.�;�'_ 518 METAL STUDS. R_8 _ _ 0 _ _.-5':!.';';-',:i:•:'- 0 V - t:� o-�y''.,`,..`�••'` '✓4,.:i...-t::,:,: ..+,�_-, _ AOC•. A — ! iii II rE r - -F:� _ q: _ A"' •=h` - ' 'i+,.-,..2-„:,,...; 11 11 -...i") SOFFIT DETAIL AT ROTUNDA z T _ ��'... :..:-,-.1.--'.,"- , - '�-y� �II i';' � •.•�' -• - -,r. 4. SCALE: 1" 1' 0" io `;-` f:.,": :." ,- ...,(1/4,-..'- '.',• 4=:;-';`,1::s--,_ . r�,i,�` 'e�' S-, ,11HIII 38 112"BETWEEN STUDS I �� ••`•• • , •"O°°' , , , `Y- � , ASA`• I`� - :ry �Q : ,F., 0 _______73518"X20 GA METAL STUD In •~ ;T_ .',`�.v,.!'•-,-".,-,1„. '- ,r , — - o--o FRAMING AT 1'-4"O.C. In REFER TO A250 FOR • `r-• - a ..4)-''-' , ATTACHMENT AT / M1 / 1 ' , STRUCTURE 5'- cr A�1 �, 5'-0" C 10. PLASTER CEILING PANELS ON 5 •• 518 FRT PLYWOOD IN FITTING A4.3 --- --— 3'-0 314 OPENING E 03 ATE DOC REL fl2- IFP Q ,• •� 9 ROOM LOUNGE-SEE FINISH !� l'. 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T AR. 9 CI UNISTRUT BEAM CLAMP BFOR STATE 3' 7 518" DOUBLE CE CONNECNNEC TION TO INDEPENDENT UNISTRUT SAME SUPPORT P1001 MAX. SPAN 12'-0" �4 CUT LINE ...:•_.,4/ ,� \\\\\\\\\\\\\\ xi \\\ \\\\\ \\ i 4r+ / _ 0 EXISTING STRUCTURAL I /� JOIST OR BEAM I Nth foe PERIMETER TILES TO Nkl\ _ DOUBLE NUT W/ co I cv., :,? HAVE ROSETTE \ LOCK WASHER ' REMOVED, FOR �, FIXTURES (3) POINT CONNECTION WI 1141414:�e�i si WEIGHING a7rAIRCRAFT CABLE @ 3/32"0 (MIN) WASHINGTON SQUARE `r_° `' / .div x 60-200 LBS. ��,_ SECURE TO BEAM OR JOISTS '1- V. (( 1 ) ABOVE W/CADDY B.C. (BEAM 9345 SW WASHINGTON SQUARE RD EN �. �Gj�j CLAMP 100#CAP) BY ERICO OR SPACE NO. T-13 f % = _ _ _ _ _ !r FLANGE CLAMP 4H58 TYP TIGARD, OREGON 97223 � �� ----!L'4' _ 3/8" JAM NUT AND WASHERS RETAINER NUT7. J-BOX WHERE OCCURS I 3/8"THREADED ROD 1" rtiLaLZ' SUSPENDED CEILING ._, ASSEMBLY SEE RCP G I-1 A FA R I ELECTRICAL POWER til%MIR COUPLING 3Z8"JJAM NUT CORD , -- J.4 ` 3/8" EYEBOLT CHAIN CANOPY COVER 89 MONROE CENTER CONNECTOR AND CHAIN SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 PLASTER TILE DETAIL www.ghafah.com 4.2 SCALE: 1" = 1+-0" FIXTURE ATTACHMENT AT CEILING SCALE: 3" = 1-0" 3 5/8" 20 GA. METAL STUD /\/ FRAMING AT 1'-4" O.C. REFER TO A250 FOR ATTACHMENT AT + ySTRUCTURE n (2)#8 SCREWS AT V EACH STUD 3 5/8"20 GA. METAL STUD REGISTRATION SEAL -I-- TO A250 FOR ATTACHMENT FRAMING AT 1'-4" O.C. REFER 518" PLYWOOD 518" FRT PLYWOOD / . ; , AT STRUCTURE PLASTER CEILING TILE o -- y _ __ 5/8" GYP. BD (PAINTED 518" GYP. BD CEILING; FINISH I _ � V� '��"� - (t tfcf>: «� IF NO VENEER} AS SCHEDULED `(/ q1 CEILING S. CORK r REFER TO RCP N N /1„ .:- 4 718„ 1„ * O :45::•;4 V • PLASTER DOME; SEE FINISH o SCHEDULE AND REFLECTED FINISH MATERIAL z0 • I CEILING PLAN AS SPECIFIED b . _ CEILING 4 _ ' REFER TO RCP S10 LED TAPE LIGHT PLASTER CROWN MOULDING, SEE FINISH SCHEDULE 5 SOFFIT DETAIL AT LOUNGE 0 POP-UP CEILING TRANSITION DETAIL SCALE: 3" = -0" A4- A. SCALE: 3" = 1-0" SEE REFLECTED CEILING GC TO SUPPLY A PAINTED 2' SECTION OF PLAN FOR LAYOUT OF / UNISTRUT APPROX 18"ABOVE FAUX JOISTS AND SUPPORT // BEAMS/JOISTS (PERPENDICULAR) IN THE BEAMING L LOCATION OF ALL SUBS/SPEAKERS IN OPEN 1" r� \ CEILING CONDITION FOR AV CONTRACTOR /,- II �A TO HANG WIRES FOR SOUND SYSTEM 5/8" F.R.T PLYWOOD BLOCKING A01.11' REFER TO STRUCTURAL I I,;.:' 2 X 8 YELLOW PINE I DRAWINGS :. FAUX JOIST FRAMING2 X 12 YELLOW PINE AT 1'-4" MAX FAUX JOIST FRAMING AT 12'-0" MAX A 03/08/19 DOC REL 02- IFP : 1 REV DATE DOC REL##- DESCRIPTION 1'. N 1/4 i 1/41 fYffffffWkiff((4(( ((r(( (((f(cfi x(44 rtffS4 f f [{{;{t 41 (( ((((( ({ fif > 4f 5 1 co .. it CEILING — PROJECT# 187747 • REFER TO RCP Q �} REFER TO RCP1 IL / 6' r PROJECT MANAGER M. FREDERICK I N • Y CEILING HEIGHT DESIGNED BY M. FREDERICK tr REFER TO RCP FOR CEILING DRAWN BY J. CHEDID o TYPE AND FINISH _ct — ': QUALCHECK A. ECKERT 5/8" F.R.T. PLYWOOD `= REFER TO PLAN FOR WALL BACKING. SHEET TITLE r i' REFER 10 RCP - - M TYPE GRAPHIC HANDING TRACK - - SYSTEM - MOUNT USING CEILING HEIGHT RCP DETAILS APPROPRIATE METAL TEK 5/8" GYP. BD. SEE w / - FINISH PLAN FOR / 1-0" SCREWS AT 6" O.C. TO SHEET [, METAL BLOCKING (REFER TO PAINT COLOR N REFLECTED CEILING PLAN) U) Lu I- CJ 0 u) 4 DISPLAYRAIL DETAIL SOFFIT DETAIL AT SALES SCALE: 3" = 1-0" SCALE: 1 1/2" = 1-0" A4.3 Q SHEET NUMBER I 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80 0 50' 100 0 60' 120' 0 80 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10.-0.,rrrw.___ 1'=2(7_0,.=mg-..._ ...wr.rww 1"=30,-0"rr� �w r=40.-0" --_ , 1"=50'-0"mom ter_ 1'.=60.-0.. moirii . 1"=80-0" 1"=100-G.— 1"=200-0" ..._.—_ , 1"=400'_0" , 1.'=500.-0"r*._ 1"=1000 0" 0 1' 2' 0 1' 2' C 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1.=1._0..mit. . wil 1.0.. X"'1.-0" rr.r---w3A"=-1'-G" m .4"'1.-0" %e'=1'-0" www A"=1-0" i� ha„_t_0„ %0"=1.-0.. II___I , FINISH GENERAL NOTES ROOM FINISH SCHEDULE FINISH PLAN KEY NOTES A L T A R ' a 1. NO SUBSTITUTIONS WILL BE PERMITTED WITHOUT WRITTEN CONSENT FROM OWNER. 1. CASHWRAP PROVIDED BY OWNER, INSTALLED BY G.C. REFER 2. G.C. TO PROVIDE MOISTURE BARRIER TEST RESULTS ON THE SLAB AFTER THE SPACE ROOM FINISHES TO A601. HAS BEEN ACCLIMATED TO TEMPERATURE FOR A MINIMUM OF ONE WEEK. TEST AT 6 NUMBER NAME FLOOR BASE WALLS CEILING REMARKS 2. BACKWRAP PROVIDED BY OWNER, INSTALLED BY G.C. REFER STATE LOCATIONS ON THE SLAB USING CALCIUM CHLORIDE METHOD. EXACT TESTING 101 INTERIOR STOREFRONT TO A602. LOCATIONS SHOULD BE NOTED ON THIS SHEET WITH THE CORRESPONDING RESULTS 102 SALES AREA F-2 VARIES VARIES VARIES 3. G.C. TO CONTINUE FLOORING BENEATH CASHWRAP AND AND SENT TO THE OWNER'S PROJECT MANAGER FOR REVIEW. PENDING THE RESULTS I 103 CONCIERGE F-2 B-2B VARIES VARIES BACKWRAP THE G.C. MAY HAVE TO SEAL CONCRETE AS DIRECTED. 4. WAINSCOTING TO 50"A.F.F. 3. G.C. TO ENSURE THAT NO GROUT RESIDUE IS LEFT ON THE TILE 103A CLOSET F-2 B-2B W-9 C-1 5. G.C. TO PROVIDE AND INSTALL WATERPROOF MEMBRANE (DAL 4. G.C. TO FLOAT FLOORING A MINIMUM OF 6'-0"OUT FROM TRANSITION STRIP TO ALIGN I 103B CLOSET F-2 B-2B W-9 C-1 SEAL OR APPROVED EQUAL PER LANDLORD REQUIREMENTS) FLOORING MATERIALS. REFER TO A230 FOR TRANSITION DETAILS. I 104 ROTUNDA F-2/F-1A VARIES VARIES VARIES UNDER FLOOR AND 6" UP WALLS. 105 F.R, LOUNGE F-2 I F-3A B-2A W-9 VARIES WI ACCENT WALL 6. ACCESSIBLE THRESHOLD - SEE 6/A13.0. 105A F.R. ADA F-3B B-2A W-9 C-1 W/ACCENT WALL 7. FITTING ROOM SEATING. 105B F.R. F-3B B-2A W 9 C 1 WI ACCENT WALL 8. FITTING ROOM MIRROR REFER TO SHEET A10.1. 9. FITTING ROOM BARS REFER TO SHEET A10.0 FOR PLACEMENT • fl105C F.R. F-3B B-2A W-9 C-1 WI ACCENT WALL 10. 8'x20' RUG TO BE PLACED OVER TILE, CENTERED IN FITTING 105D F.R. F-3B B-2A W-9 C-1 WI ACCENT WALL ROOM LOUNGE AREA. 105E F.R. F-3B B-2A W-9 C-1 WI ACCENT WALL 11. REFER TO A10 FOR FITTING ROOM FINISHES. WASHINGTON ASHINGTON SQUARE 105F F.R. F-3B B-2A W-9 C-1 WI ACCENT WALL 12. OPIARY WALLSCAPE. SEE A9.0 AND A9.1 FOR ADDITIONAL 9345 SW WASHINGTON SQUARE RD INFORMATION. 105G F.R. F-3B B-2A W-9 C-1 WI ACCENT WALL 13. 2"X2"X48" METAL CORNER GUARD. MOUNTED AT TOP OF BASE - SPACE NO. T-13 106 GO-BACK CLOSET F-2 B-2A W-9 C-1 NON SALES AREA 16 GA. GALVANIZED, FASTEN WITH SILICONE, TIGARD, OREGON 97223 107 EXTERIOR STOREFRONT 1 CAULK AT EXPOSED EDGES - REFER TO 1/A13. 108 CORRIDOR F-2 B-3 W-9 C-1 109 TOILET ROOM F 1 B W6 C W-9 C 1 TILE WAINSCOTTING 110 TOILET ROOM F 16 W6-C W-9 C-1 TILE WAINSCOTTING 111 NON-SALES 112 OFFICE F-4 B-3 W-9 C-1 113 ENTRY 201 NON-SALES AREA F-4 B-3 W-9 W-9B 89 MONROE CENTER \ SUITE 400 GRAND RAPIDS, MI 49503 USA RR QQ PP TEL +1.616.771.0909 ---------------- G 11 A FA R I / \ www.ghafari.com o. . 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I -� f 'III I , L 1 I 1 I I `/ +�1vl�j 1 1 1 +fir I I I I k1-��CCfXX♦XX♦aC �CC♦XX♦XX♦�C 1 1 1 I _f' I ' i I I _ I- I 1 FINISH FLOOR LEGEND I I I - (� I I 11 �ap'•r♦�y`,�I +1�T�9 / 1 1 . y/ I 1 1 1 I .itt'ie s' -� 1 ' 1 ' I ' I 1 f 1 1 J 1r /•1 I . I 1 1 1 1 I 1 w1.r�.■.+....� , , � +.♦.•� I 1 I I 1 1 �. _- r I I �TXX♦X��, ` No �� XX♦ �� I I I 1 C2).#, FLOOR FINISH IDENTIFICATION --I-' I ! ' ^7 I ' CCC MY ', NX+X+� I i_ I 1 'I ; ' ) 1 1 WISIRIAN �Q �/k1; ®� / FLOORING INSTALL DIRI=CTION l ' I I L I E i etc-a • 1 1 IMF1 I I --' I i I MN � 1 ___ n 1 11 _.1,-;11 i -' T� ►�■ I 1 1 1■♦■4 ■♦•♦� 13.0 1 I ]i r ;. I! 1 V'1TI F1-A MOSAIC TILE II AtW I I i 1 CTX*�" 19.14)timi... kl♦ -. I 1 I r •, i f 1 0- ' ! I `F-2 I Mao 1)1)\ N 1 !•�L 1 �� i ; Mi i i iA8.g ^11'" i 1 i 1 �}Tj1� ,rT1� 1 1 �� 1� ••• F1 B PORCELAIN MOSAIC T]LEA 03/08/19 DOC REL 02- IFP � T 1TXTX>, , / I r w�.w.� 1 -� �' ` j� � 1 1 1oi i, ' REV DATE DOC REL##- DESCRIPTION 1 1 J 1 I 1 I ��♦/1♦1 -,, .�I I 1 i 1 I 1 1 1 _ :#, 1 _ F2 -OAK j'14"'4"'"+', 1 1 J *ATXT� ♦war \ �i��71-=- E 1 1 I 1 1-40 rF'i-I 1 r? I I1 `C�XX♦XX�i� 2-+x+ II • i7: F3-A - BROADLOOM RUG OVER OAK 1 II 1 I I „♦,♦,� ` ,♦,� I I I , r I PROJECT# 187747 I I I I -� MININII w•♦•� j• _ �� , I � ,{ �1i�'a' 1 ® F3-8 CARPET PROJECT MANAGER M. FREDERICK I I I I "- s, '. ! ►� .�,. T I A ■S . I ` ' -- I I I -kl1/ . _` 7 ' '\ ` I c......' W „- �� , . Tic DESIGNED BY M. FREDERICK ti T - T T I I -`' ��6 4 9. 1 I \ f -. I I r 1 I I I I„ ��\� j = ! „ ■ �� I I --- ' E F4 -VCT 0 I i 1 l�- �� I I 1 1 Iib DRAWN BY J. CHEDID m 1 I I 1 I �. I/''w� ��frip 2 1 - - I I O 1 I =� •.._.-.7 I I I l Q_�3 ____1_ - - 1, ;i I I I I I-- F-2 W-SA - C I I �_ i -p WALL FINISH EXTENTS QUALCHECK A. ECKERT co ��A I I I V' 1 II Ii 1 1 -.-.-.-. I I .--r--; SHEET TITLE � I T- I 1 //1l /'/.>y L I�//i///Y 1lC/ I I I 1 y 1 C 11I Cq I I I pil-_i�SF-T T L!� I I I I ' I I ( I -5 17:7:�1 i memo am * :,� �� 14� 1 -1 , 1 j '� 1 r +, . , i 1 FINISH PLAN FIRST �1E MO-, 1��.. .X. I C-1�:11,___ W 1 'I i - �I �� _ �I = .11L-11,2,-1-I Y(:4��h. 72a_ d:��A � 7, co ,,ei/r«�/i/lirlis...,,i/ii/iii ze,,zZ/h r//r<, , . . •//•//.../.rr rr I 1 I - APPAREL WALL LEGEND FLOOR COMPOSITE I ZS - - - ------------- - - CONCIERGE - - - - - - + - w I 103 1AW-X APPAREL WALL- LINEAR FEET I • - v DW-X DISPLAY WALL-LINEAR FEET o OVERALL FINISH FLOOR PLAN - FIRST FLOOR DP-X DISCOUNT PANEL LINEAR FEET A5•0 SCALE: 3116"= 1'-0" LL x NORTH SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' , 1"=20'-0"i 1"=30'-0' www , 1"=40 0" 1 1"=50'-0", il_11 1"=60'-0"mom 1 1"=80'-0" � - �Irr� �wiw� � - � � 1"=400.-0"X11 rr� �� 1"-100'-0" 1"-244'_0" , 1"=500'-0" , wwwwwww�w 0 1 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16" 0 16' 32' 0 16' 32' 1"=1'-0"Noma ii. 1,_0,. ;-t•-•'=1'-0 wwm.- -_, , 0" i "-1-0" Ilm. _, %s"=1'-o"imponlemil 1 '4"_--1'-0" Ymn=1-0" 3ie'=1'-0" _moisi FINISH PLAN KEY NOTES ALTAR ' a 1. CASHWRAP PROVIDED BY OWNER, INSTALLED BY G.C. REFER TO A601. 2. BACKWRAP PROVIDED BY OWNER, INSTALLED BY G.C. REFER S TAT E TO A602. 3. G.C. TO CONTINUE FLOORING BENEATH CASHWRAP AND BACKWRAP 4. WAINSCOTING TO 50"A.F.F. 5. G.C. TO PROVIDE AND INSTALL WATERPROOF MEMBRANE (DAL SEAL OR APPROVED EQUAL PER LANDLORD REQUIREMENTS) UNDER FLOOR AND 6" UP WALLS. 6. ACCESSIBLE THRESHOLD- SEE 61A13.0. 7. FITTING ROOM SEATING. 8. FITTING ROOM MIRROR REFER TO SHEET A10.1. 9. FITTING ROOM BARS REFER TO SHEET A10.0 FOR PLACEMENT 10 8'x20' RUG TO BE PLACED OVER TILE, CENTERED IN FITTING ROM LOUNGE AREA. 11. REEFOER OAl FOR FITTING ROOM FINISHES. WASHINGTON SQUARE 12. OPIARY WALLSCAPE. SEE A9.0 AND A9.1 FOR ADDITIONAL 9345 SW WASHINGTON SQUARE RD INFORMATION. SPACE NO. T-13 13. 2"X2"X48" METAL CORNER GUARD. MOUNTED AT TOP OF BASE NON SALES AREA 16 GA. GALVANIZED, FASTEN WITH SILICONE, TIGARD, OREGON 97223 CAULK AT EXPOSED EDGES - REFER TO 1/A13. RR QQ PP • . G H A FA R I 89 MONROE CENTER SUITE 400 I I GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com I I I — -- lI t - I •- - - -. - - -_ - - - - 'I I' - - - - - - - - - - - I 34.7• , 9 . . I . Al3.0 I ' MINI ■ ■ 1 I= 11•• ■■ I_ III I ■■■ ■ — I I ■ I. ? ' .• I IIII I ■ 1 I :I II t I� - _ _ ■■■ I ■■ME ■■■ �:• i REGISTRATION SEAL - IF - - - i : ■ I ■■I MEM: ill ' r - - - i I H ■■■ ■■■■ : . ' -, : • r _ I', , , , ■■ I I I I I I ■■■ : I I . }-1 i _ - - I ■■■■■ ... : . ■■■ ``fir - - - - S. CLARK 1 y._. - - - J ■■I.: . . . . . _ V!■I:-I..� •_ •i' : r - - - 1 I I wi • ■■■ �■ ■ ' 0 4563 is — r - - - — -- I II ■ ■ / /./.' t Nib I i I --- - - . ■■ 1 I ■11 ,jam NOFoy• ' _ , I I ;—� ■ - ■ I I 4kL' abz- 1 ■■ : I111 1 ■■ :1 1 - ir�i ■ ■■■■ •4 • _ ��■■� 1 ■ •■■■■ • _ ■■■t. 1111 ■ 1111 ■■■ .. ■■' -- I I 1 MINN H ■■■ - 1 1 1 I ■■■■■ Mill I I I ►� — — III ■■■■■■■■ ■ ■■ _ 7)— _ _ . q 1 .T _ ■= :- VI• II ■ - - T _-I- - - II II - - - - - - - - - ■■■■ . I '' r' I I — _ I I 33.6 ommin I If I FINISH FLOOR LEGEND I` 11 ! 111 O O D 0 0 :7 • I ' K #) FLOOR FINISH IDENTIFICATION ,0 oo D I o I 1 I FLOORING INSTALL DIRECTION \(_ • o / .{ s r I I I ! Fl-A MOSAIC TILE . • `'�' Wee Fl-B-PORCELAIN MOSAIC TILE A8,6 0 0 Q oH :;:;:;:;: A 03/08/19 DOC REL 02 IFP ' :: s oD I s I REV DATE DOC REL##- DESCRIPTION 00 F2 -OAK • .. ,:. H Li . i 0 • M1 _ F3 A BROADLOOM RUG OVER OAK PROJECT# 187747 F3 B CARPET PROJECT MANAGER M. FREDERICK c-) .• D I 0 I DESIGNED BY M. FREDERICK LI, E_ o 1 F4 VCT DRAWN BY J. CHEDID QUALCHECK A. ECKERT • s= :�.•�.:mac• .. O I I 0— —0 WALL FINISH EXTENTS SHEET TITLE m • I .: I I I I I FINISH PLAN SECOND APPAREL WALL LEGEND FLOOR COMPOSITE ] ----0 . 40'N Qu I I I I I I AW—X APPAREL WALL- LINEAR FEET w ¢ DW—X DISPLAY WALL- LINEAR FEET U — co 99IN O OVERALL FINISH FLOOR PLAN - SECOND FLOOR DP—X DISCOUNT PANEL- LINEAR FEET E ,.......___) SCALE: 3/16"= 1'-0" A5. 1 NORTH SHEET NUMBER 0 0 10' 20' 0 20' 40 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 180' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1'=30'-0" � 1'=40'0" 1"-50'-0" 1••=60'_0" �� - �--..� � - Iww�. . . �� - mom 1•'•=80‘-0” . 1"=100_0"1�—J� I 1..=200,_0,.�� 1"=400'_0.'�� , 1'.=500_0" mommi 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' D 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32 0 16' 32' 1.,=1'-0" %a=1,0 ,,=1,_0,. �r /,.=1.-D, --- %' 1'0„ 3/is•=1-0.1�� :4"-=1 LC",iii iimiN j__1_0, �. ,_1 0" MATERIALS SCHEDULE 1VENDOR LIST ALTAR5a CODE SUPPLIED I INSTALLED MATERIAL j MANUFACTURER DESCRIPTION 1 LOCATION/NOTES f VENDOR CONTACT NAME CONTACT# CONTACT EMAIL NOTE: G= GENERAL CONTRACTOR, V=VENDOR, 0=ALTAR'D STATE/OWNER Aespyre Preston Farabow 865-405-0777 preston@prestonfarabow.com STATECEILING A New Hue Eugenia Almeida 865-936-3995 eugenia@anewhue.net C-X TBD CEILING TO BE DETERMINED BY ALTAR'D STATE ASCH Fixtures & Millwork Connie Aschinger 614-582-4940 connie@aschfm.com C-1 G G GYPSUM BOARD N/A 5/8" SUSPENDED GYPSUM BOARD SALES FLOOR, LOUNGE AREA, FITTING ROOMS AND HALLWAY/CORRIDOR AS REQUIRED BY CODE PAINTED W-9 Armstrong Bill Cook 865-206-2937 wgcook@armstrong.com C-2 G G WOOD N/A KILN DRIED YELLOW PINE 2X8 AND 2X12 BAND SAWN F.R.T. FAUX WOOD JOISTS. MUST MEET CLASS 'A' FLAME SPREAD PAINTED W-9B Boston Barricade Carla DiBenedetto 772-257-7156 cdibenedetto@bostonbarricade.com C-3A G G PLASTER MOULDING PALLADIO MOULDINGS PLASTER CEILING TILES STYLE#650; 43-5/8"X 40-3/8" PLASTER TILES; LOUNGE AREA LIGHT COVE CEILING PAINTED W-9 Capitol Light Matt Kelley 860-395-8650 matt.kelley@capitollight.com C-3B G G PLASTER MOULDING PALLADIO MOULDINGS PLASTER CEILING MEDALLION 15-5/16" DIA.; #923 (FITTING ROOMS) PAINTED W-9 Capitol Light Stephanie Foster 860-520-2313 Stephanie.Faster@capitollight.com C-3C G G PLASTER MOULDING PALLADIO MOULDINGS PLASTER DOME 60" DIA. DOME #603(SALES); 36" DIA. DOME#601 (FITTING ROOM LOUNGE) PAINTED W-9 Cubic Visual Systems Scott Parizek 612-382-0897 s.parizek@cubic-us.com C-3D G G PLASTER MOULDING PALLADIO MOULDINGS PLASTER CROWN MOULDING #620X PAINTED W-9 Durkan (Mohawk Group) Cyndie Goss 865-712-5173 cyndie_goss@mohawkind.com C-7 G G ACOUSTICAL TILE ARMSTRONG SUSPENSION GRID SYSTEM GRID; PRELUDE XL 15/16" EXPOSED TEE SYSTEM, COLOR -WHITE; TILE GEORGIAN #763, 24"X 48"X 5/8", COLOR WHITE Exact Tile Jennifer Kurtz 865-693-1298 x227 jennifer@exacttile.com WASHINGTON SQUARE C-8 G WOOD FLOOR AND DECOR DISTRESSED WHITE WALL PLANK 1/3"X 5" COORDINATE WITH OWNER ON APPLICATION/INSTALLATION Eykon Katie Hall 678-687-6555 hall@eykon.net 9345 SW WASHINGTON SQUARE RD WALLS Floor& Decor Steve Brown 404-432-8278 stebrown@flooranddecor.com SPACE NO. T-13 TIGARD, OREGON 97223 W-X TBD WALL TO BE DETERMINED BY ALTAR'D STATE General Shale Josh Brock 800-414-4661 joshua.brock@generalshale.com W-1A 0 G WALLCOVERING EYKON LUCA-GOUACHE AS SPECIFIED IN THE PLANS HH Casework Frank Hicks 615-726-3742 frankh@hhcasework.com W-1B 0 G WALLCOVERING EYKON LUCA-VELLUM AS SPECIFIED IN THE PLANS InstaKey Bill Carter 800-316-5397 x113 bcarter@instakey.com W-1C 0 G WALLCOVERING EYKON VICTORIA METAL- CHARLOTTE AS SPECIFIED IN THE PLANS Jamie Beckwith Jenna Wise 615-596-2736 jenna@jamiebeckwithcollection.com W-1D 0 G WALLCOVERING EYKON VICTORIA METAL-JOSEPHINE AS SPECIFIED IN THE PLANS Koroseal/Korogard Productions Rachel Longcrier 865-805-4182 rlongcrier@koroseal.com W-1E 0 G WALLCOVERING ARTE MONOCHROME-FELICITY 54020 AS SPECIFIED IN THE PLANS Louisville Tile Distributiors Amanda McCollough 865-675-8453 amccollough@louisville-tile.com G H A FA R I W-1F 0 G WALLCOVERING ARTE ALCHEMY-VOLT 25061 AS SPECIFIED IN THE PLANS Opiary Robert Remer 609-954-5165 robert@opiary.com W-1G 0 G WALLCOVERING SCANDATEX #117- DUBLIN WEAVE, PAINTABLE AS SPECIFIED IN THE PLANS, PAINTED W-9 Macro Sean Rebeck 941-284-4264 srebeck@macrointegrations.com 89 MONROE CENTER W-1H 0 G WALLCOVERING RIOT IMAGE PRINTED ON WALLCOVERING VERIFY INSTALLATION ORIENTATION WITH AS Moore &Giles, INC. Denise Lew 434-841-6917 devise@mooreandgiles.com SUITE 400 W-2 0 G WOOD TILE JAMIE BECKWITH SEXTANT/STAINED ENIGMA SERIES; SALES AREA WALLS; NATURAL WALNUT FINISH; GC TO PRIVIDE SAMPLES TO OWNER/DESIGNER PRIOR TO INSTALLATION Palladio Mouldings Stan Lau 905-305-0000 stanl@palladiomouldings.com GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 W-3 G G WOOD PANEL HOLLAND SOUTHWEST INTERNATIONAL 980050 4'X8'X5.2MM; FINISH WITH MINWAX IN CLASSIC GRAY#271; SALES AREA Parker Design, INC. Michael Parker 772-225-5481 michael@parkerdesigninc.com www.ghafari.com W-4 G G POPLAR WALL N/A 1X3 UNFINISHED POPLAR PIPP Mobile System Megan Hale 616-988-4075 mhale@pippmobile.com W-5A G G THIN BRICK VENEER GENERAL SHALE ALTAR'D STATE CUSTOM PATTERN GC TO INSTALL USING 3/8" MORTAR JOINTS; MORTAR WASH, SALES AREA AND STOREFRONT Retail Fixture, LLC Scot Mitchell 262-994-1828 smitchell@retailfixture.com W-5B G G BRICK MOSAIC GENERAL SHALE ALTAR'D STATE CUSTOM PATTERN DRY STACK; PATTERN TO BE APPROVED BY OWNER Ruggles Sign Matt Roberts 859-879-1199 x121 mroberts@rugglessign.com W-5C G V/G PLASTER OVER THIN BRICK GENERAL SHALE ALTAR'D STATE CUSTOM PATTERN COORDINATE PLASTER FINISH WITH OWNER Scandatex(Seabrook Wallcovering) Teresa Owens 615-202-3444 teresa@seabrk.com W-5D G V/G PAINTED THIN BRICK W/IVY GENERAL SHALE/OPIARY ALTAR'D STATE CUSTOM PATTERN GC TO INSTALL USING 3/8" MORTAR JOINTS; BRICK PAINTED W-9, OPIARY INSTALLED IVY Scent Air Adam Pasiak 704-305-1913 apasiak@scentair.com W-5E G G BRICK VENEER GENERAL SHALE ALTAR'D STATE CUSTOM PATTERN GC TO INSTALL USING 3/8" MORTAR JOINTS; LIGHT MORTA WASH, ENGLISH BOND EVERY 5TH ROW; SALES AREA AND STOREFRONT Spye Margot Fleming 612-318-6364 margot.fleming@spye.com W-6A 0 G MOSAIC TILE LOUISVILLE TILE SMALL TOLEDO; YVMSLVSTOL 11-3/4"X 11-3/4"; WATER JET COLLECTION; GROUT: LATICRETE 44 BRIGHT WHITE, NON-SANDED; FITTING ROOM LOUNGE WALL State of the Art Glass Ben Parham 865-207-3583 sotaglass@gmail.com W-6B 0 G MARBLE TILE FLOOR AND DECOR PHOENIX ROYAL WHITE BRASS WATERJET VIVIAANO MARMO 11 X 13; SKU# 100484369; VERIFY INSTALLATION ORIENTATION WITH OWNER Tara Rose Studios Tara Rose 410-991-8188 tararosestudios@comcast.net MARBLE MOSAIC W-6C 0 G CERAMIC TILE FLOOR AND DECOR VESTIGE NATURAL TILE 10 X 30; SKU#100402437; TOILET ROOM WALLS, GROUT PROVIDED, INSTALLED HORIZONTALLY IN A RUNNING BOND PATTERN REGISTRATION SEAL W-6D 0 G COMPOSITE PANELS MODULAR ARTS STELLA MASTIC & PLYWOOD BACKER AS REQUIRED; PAINTED W-9 GENERAL CAULKING NOTES: W-6E 0 G MARBLE TILE FLOOR AND DECOR APHRODITE MOTHER OF PEARL WATERJET VIVIANO MARMO 13 X 15; SKU#100487099; VERIFY INSTALLATION ORIENTATION WITH OWNER MARBLE MOSAIC 1. CAULK TO MATCH THE DARKER OF THE TWO ADJACENT MATERIALS, TYP. ,6 2. CAULK AT COPPER TO MATCH ADJACENT SURFACE. w .9 W-7A G G WOOD VARIES GRADE A SOLID WALNUT 1X6 PLANKS NATURAL FINISH, COORDINATE WITH OWNER ON APPLICATION: HORIZONTAL ORIENTION UNO. WITH MITERED VERTICAL CORNER; NOT �a�, lQ'f`�I�y, EXPOSED FASTENERS; TONGUE & GROOVE WHERE NECESSARY [`ref• W-7B G G WOOD VARIES IPE NATURAL FINISH, COORDINATE WITH OWNER ON APPILICATION; HORIZONTAL ORIENTATION UNO. WITH MITERED VERTICAL CORNER; NO ROOM FINISH SCHEDULE RAYMOND EXPOSED FASTENERS; TONGUE & GROOVE WHERE NECESSARY S. CLARK ,. W-7C G G WOOD VARIES GRADE A SOLID WHITE OAK 1X6 PLANKS FUMED WHITE FINISH. FOORDINATE WITH OWNER ON APPLICATON. REFER TO OWNERS WOOD SAMPLE ROOM FINISHES 0 W-8 G G FRP MARLITE WHITE-PEBBLE SURFACE P-100 WITH M370 EDGE CAP, M350 INSIDE CORNER, M360 OUTSIDE CORNER AND M365 DIVIDER. DRINKING FOUNTAIN WALLS. NUMBER NAME FLOOR BASE WALLS CEILING REMARKS 45e3 /' 101 INTERIOR STOREFRONT --': i, ,- t! / ice.. W-9 G G PAINT SHERWIN WILLIAMS SW-7010 EGGSHELL 102 SALES AREA F-2 VARIES VARIES VARIES I NO,- t W-9A G G PAINT SHERWIN WILLIAMS SW-7010 SEMI-GLOSS 103 CONCIERGE F-2 ,B-2B VARIES VARIES bl:• W-9B G G PAINT SHERWIN WILLIAMS SW-7010 DRY-FALL 103A CLOSET F-2 B 2B W-9 C-1 OF 1036 CLOSET F-2 B-2B W-9 C-1 W-9C G G PAINT SHERWIN WILLIAMS SW-7010 DURATION HOME INTERIOR ACRYLIC LATEX 104 ROTUNDA F-2 / F-1A VARIES VARIES VARIES FLOORS 105 F.R. LOUNGE F-2 / F-3A B-2A W-9 VARIES W/ACCENT WALL 105A F.R.ADA F-3B B-2A W-9 C-1 W/ACCENT WALL F-X TBD FLOOR TO BE DETERMINED BYALTAR'D STATE . 1058 F.R. F-36 'B 2A W-9 C-1 W/ACCENT WALL F-1A 0 G MOSAIC TILE OWNER VENDOR ISABELLA DECCO; TCTVWJISA 14-1/2"X 14-1/2"X 7/16"; TERRA VECCHIO COLLECTION; SEAL WITH MIRACLE 511 IMPREGNATOR SEALER OR COMPARABLE BEFORE 105C F.R. F-3B 'B-2A W-9 C-1 W/ACCENT WALL APPLYING GROUT: GROUT: LATICRETE 58 TERRA COTTA;AS NOTED ON PLANS 105D F.R. F-3B B-2A W-9 C-1 W/ACCENT WALL F-1B 0 G POCELAIN TILE FLOOR AND DECOR METRO TAUPE MATTE 12 X 12; TOILET ROOM FLOOR, GROUT PROVIDED 105E F.R. F-3B B-2A W-9 C-1 W/ACCENT WALL 105F F.R F-3B B-2A W-9 C-1 W/ACCENT WALL F-1C 0 G MIX MOSAIC FLOOR AND DECOR METALLIC BASALT LIMESTONE MIX MOSAIC MARAVILLA 14 X 14; SKU #100470111 105G F.R. F-3B B-2A W-9 C-1 W/ACCENT WALL F-1D 0 G TBD EXACT TILE TBD AS DETERMINED BY FINISH FLOOR PLAN 106 GO-BACK CLOSET F-2 B-2A W-9 C-1 F-2 0 G WOOD FLOOR AND DECOR MONTPELLIER OAK; WIRE BRUSHED 9/16"X 8"#100411644-SEE INSTALL PATTERN ON FINISH FLOOR PLAN 107 EXTERIOR STOREFRONT 108 CORRIDOR F-2 B-3 W-9 C-1 F-3A G G CARPET MOHAWK SYNTHESIS FH64P BOUND RUG; WITH DURALON CUSION BACKING; FITTING ROOM LOUNGE; SIZE TO 2' PERIMETER WITHIN FITTING ROOM LOUNGE 109 TOILET ROOM F-1B W6-C W-9 C-1 TILE WAINSCOTTING F-3B G G CARPET MOHAWK SYNTHESIS FH64P BROADLOOM CARPET; WITH DURALON CUSION BACKING; FITTING ROOM LOUNGE 110 TOILET ROOM F-1B W6-C W-9 C-1 TILE WAINSCOTTING F-4 G G VCT ARMSTRONG BRUSHED SAND 51873 STANDARD EXCELON - IMPERIAL TEXTURE. NON-SALES, EGRESS HALLWAY, TOILET ROOM & OFFICE; CLEAN, POLISHED 111 NON SALES 112 OFFICE F-4 8-3 W-9 C-1 BASE 113 ENTRY B-X TBD BASE TO BE DETERMINED BY ALTAR'D STATE 201 NON-SALES AREA F-4 B-3 W-9 W-9B B-1 G G METAL VARIES POWDERCOATED PRISMATIC 4"H, 16 GA.; HOT ROLLED STEEL STRAPPING; SALES AREA; GC TO SUPPLY SAMPLE TO OWNER/DESIGNER PRIOR TO INSTALLATION; BENT ON ALL OUTSIDE CORNERS B-2A G G WOOD VARIES PAINTED 3-1/2"X 3/4"; PAINTED WOOD CASING/BASE PER PLANS TO BATCH KOETTER #24112-BD-B: FITTING ROOM, FITTING ROOM LOUNGE B-2B G G WOOD VARIES 1" X 3" OAK PLANK STAINED TO MATCH SF-2; SALES AREA; AS SPECIFIED ON PLANS B-3 G G VINYL JOHNSONITE WETLANDS; #150 4"H; TRADITIONAL SERIES; STOCK ROOM, OFFICE; AS SPECIFIED ON PLANS A 03/08/19 DOC REL 02- IFP SPECIALTY FINISHES REV DATE DOC REL##- DESCRIPTION S-X TBD FINISH TO BE DETERMINED BY ALTAR'D STATE S-1 G V PLASTER VARIES COORDINATE FINISH WITH OWNER G.C. TO PROVIDE LEVEL 4 GYP BD FINISH WITH LATEX PRIMER APPLIED; COORDINATE WITH OWNER'S VENDOR ON PRIMER REQUIREMENTS PROJECT# 187747 S-2 G G NATURAL COPPER I VARIES ANNEALED/WEATHERED STOREFRONT AND/OR CANOPY CLADDING -ANNEALED COPPER TO BE SUPPLIED BY GC VENDOR(S), WITH SAMPLES APPROVED BY 2 OWNER, PRIOR TO FABRICATION/INSTALLATION PROJECT MANAGER M. FREDERICK No S-3 0 G ART GLASS VARIES CLEAR TEXTURED ART GLASS TILES COORDINATE INSTALL WITH VENDOR DESIGNED BY M. FREDERICK o S-4 G V WALL PANEL OPIARY SCULPTURAL GREEN WALL PANEL EXTERIOR FACADE AND CASHWRAP AS NOTED DRAWN BY J. CHEDID rn S-5 G G PAINT SHERWIN WILLIAMS IRON ORE SW-7069 HARMONY INTERIOR ACRYLIC LATEX QUALCHECK A ECKERT 0 `= S-5A G G PAINT 1 SHERWIN WILLIAMS TURKISH COFFEE SW-6076 HARMONY INTERIOR ACRYLIC LATEX SHEET TITLE co 5-6 G G EIFS STO PWERWALL FINE FREEFORM LIMESTONE TEXTURE, MATCH SW7010-WHITE DUCK FINISH SCHEDULE S-7 0 G WOOD LIGHTWAVE LASER LASERCUT WOOD WALNUT WOOD SCREEN 44"X 108"X 3/4" MOORISH LEAF PATTERN; INSTALL BETWEEN DOUBLE SIDED POSTS 1'-0"A.F F. VERIFY ORIENTATION WITH OWNER 00 75 0 (\I U) 1J 1— U O U) U) Q • E A5.2 SHEET NUMBER I C.D 0 10' 20' 0 20' 40 0 30 60' 0 40' 60' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10,-0" wmo , 1"=20-0"i IN 1.'=30'0"rrr 1"=40'_0"�.....-._ 1"=50'_0"rr= 1"=60'_0" � ____ � 1"=80.-0" 1"=100,_0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1,!'=1-0.. iii 1.=1.-0'. p im . T.A . %"=1'0" � �' Y "=1.0 "=1-0„ �r �''=1'-0.. a ''/I.''/I.,'''1'-0" > '=1'-0 "=1.0.. . =1.0.' =1'0" ALTAR ' a STATE WASHINGTON SQUARE 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 RR QQ PP . . G H A FA R I 89 MONROE CENTER SUITE 400 I I I I GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.corn I I I I I I I I I I — I I Ii 1 - - - : ... ..- - - '' '-" M � - - - ill �� iii ,,,,,-,,,,,,,,,,,,,-,,,,,,,,,,,,-,,,,,;.;,.,;,,,,,,;,;,,;,-,,,,,,,;,,.r,-,,,,,,,;,,,,,,,,,,,,,,,,;�,,,,,,,,,,,;,,,,,,,,,,,, ,,, AY — — 34.7 r1 r I . Off . : Amegg (42 4;) lie 9e 9e 1 9e „ 1, ; ay 0 ifr / o REGISTRATION SEAL I0 . 14ITPc . l ..l I, EE i ' % 0 [1::: . /1111 04 �� /iq ' EtE vii% -1) 00 _ ° I % / I ©pvpQ /� � C y 0 ----•- •--------= J ,,„„„,,,,,„„„ i////�• �,,,,,,,,,,,,,,,,,,,,,; S. CLARK .-� i ti 6 ''E I 17 — — � • I ' I I o 4583 /r .4 I NM' •� • I I I= ,.. 7 1 . 1111111 _ ,,,,,,,,,,,,,,,,,,,, / ,4,,,,,,,,,,,�,,,r,,, di 0,0 ii ° ill,r r-•��,r�.•r• ..H.41! r••r•r I I I ' N o t_. .. M 1 /, 1 M OF 6 ( 7 0 j i i I ,' I I i 0 1 % i :/...-, , 1 i 0 I , i T =::..., . . . 1 0 I r i I % •L ��/� // ////l//////////J/il/iii/iiji��i��i��i�i .•. '/////////////�((///////�.,.,.,.,,., ,. 1///////////////� 6iiii �iiiii r •N p. It _ — ' __191 _. %�1OjElm_�I' — — — — — — — IIIN% — — — — _ — — — — y — — 0 s - 33.6 C-4, 7---- -32 :\i3--- o , Av I I o o 4 spm `re • 0 M I I I r 0 ----77:1. I I r i I :1]ILA r i 0 —i 0 I %r 1 0 r8g ' 0 A 03/08/19 DOC REL 02 - IFP ° REV DATE DOC REL##- DESCRIPTION �rO r �_ rr� i I lfrrd �; PROJECT# 187747 -�T 0 PROJECT MANAGER M. FREDERICK ✓ .1_ I 1 O L. l 0 DESIGNED BY M. FREDERICK o 0 DRAWN BY J. CHEDID co o I 1 I I ° QUALCHECK A. ECKERT 040 SHEET TITLE el Vii d. /� %/�/////. 1 r: ”' ”"II '�""' 0 FIXTURE FLOOR PLAN ap I ,,„„„,.,. .,„„„��,„„...,„,„,ii„,„„„,v,...„ „....„,v„„v „„,re,iiirr„„„, „„„r/, 1„„,„„,„„„,„„..,_„,„„„„„„„,„„,„„„„„„.„,„„„„„,„,„„„„„,i rrrr,rr•rrrrrrrrrrr.rr TCAer,2uirrrrrrnrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrirrrrrrrrrrrrrrrear(/rrrfrirrrrrr,r,rrrrrrrr rrrrrrrrrrrrrrrrrrrrrrrrr r,rrrrrrr ;El 1 _ FIRST FLOOR N o I I I I I4411111' COMPOSITE w U V OVERALL FIXTURE FLOOR PLAN - FIRST FLOOR Q SCALE: 3/16” = 1'-0” A6.0 NORTH SHEET NUMBER z C5 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100 0 60' 120' 0 80' 160' 0 100' 200' 9 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"-10.-0"=mil__.__ , 1"=20'-0" isom__-.- .Ammi , 1"=30'0”ii tor . 1"=40'-0"iiiii rmim , 1"=50'-0"mom minim, 1 1"=60-0", Il 1"=80'-0”mom 1"100-0"1� �. , 1"=200'-0",r1 , im 1"=400,-0" .. . 1”=50g-0”mom ris , 1"=1000,4" 0 1 2' 0 1' 2' 0 2' 4' 0 2 4' 0 4' 8' 0 4' Cr 0 8' 18' 0 8' 16' 0 16 32' 0 16 32 1:„=1'-0"imomma- — 1"=1.-0.',i__�_— s/4"_V-0„ INNim ,,.=1'-0.. i._.._.i %8,=1-0„ — Y4 1'-0., 3/1,,"=v-0"ie• I i 3"=1'-0" L_1 %32„_1,-0' i.• Ne"--1'-o" ALTAR ' G STATE WASHINGTON SQUARE 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 RR QQ PP . . G H A FA R I 89 MONROE CENTER SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com f _ 1 II I I I I I I I li I� .: . . . . . . . . . . . .._. .-. . . . �� - . .- . -. :; - - - Ij - - - - - - - - - _ _ 34.7 I I I I • • I I I I rte`- - - ;• . r I :• I- - - - : I I I I REGISTRATION SEAL - - - - 11 .=--------)— : I- - re, I I- _ 4$533 114) I I I I I I I I RAYMOND ...", S. CLARK , 4: _ I � _ _ _ - o 4583 ,. 1. glith r NO ` Fizj Li OF b II . . I I I I I I I I 1 ,ri • IL _ —1- 11 1 _ _ I , . , _J7-- 33.6 O • (T-- i T f \ O O O o I I I I o 0 0 0 O r J I I I I:, 0 0 ,; • U O \ ___ • 0 +J1 • 0 0 I I I I 1 O '\ / ,,, +.• ., • A8.6 o A 03/08/19 DOC REL 02- IFP / _ o O 0 o I I I I REV DATE DOC REL##- DESCRIPTION O o o (1.-. ) , :,:I o • • s O I I I I PROJECT# 187747 • 0 0 PROJECT MANAGER M. FREDERICK Qo 0 • c, : I r; I I I DESIGNED BY M. FREDERICK o tr)a DRAWN BY J. CHEDID Cr) -° QUALCHECK A. ECKERT IS c.1 SHEET TITLE Fo- "' y I FIXTURE FLOOR PLAN L AN . ! II •N - - SECOND FLOOR o I COMPOSITE uw T1Q - U O up �� OVERALL FIXTURE FLOOR PLAN - SECOND FLOOR E SCALE: 3/16" = 1'-0" A6. 1 Q = NORTH SHEET NUMBER 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200 0 200' 400' 0 400' 800 0 500 1000' 0 1000' 2000' 1"=10,_0n i m , 1"=20'-0.. 1'=30'-0, -- _,mintim 1'=40-0„i - 1"=50.-p..— . 1W:10'-0"SME _ iii . 1"40'-0"memii 1"=1047-0" , 1"=200'-p.. 1"=400'-0" ipm 1 1'=500'-0"mom 1"=1000,41„ i www O 1' 2 0 1' 7 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' ' 18' 0 8' 16' 0 16' 32' 0 16' 32' 1}t=1'0"IMS 1"=1'-0"11.__, 1/i"-1'0" „=1,0„ —� % 1'-0..rrrr "=1'0"iww %B"=1,0.,i— 4"^i'-0"0`�� 3/32"=1•_0^I■1■wll Y1'=1,-0"iIMEM.-___- MMIMMON 1 11 1I II 1I Il 0 11 1l 11 11 II 0 11 l p l `1 - - - - ALTAR. 9 a 'I "/'ii !1I it !4 ii !11 ".11 n NI n !11 ii !111 ii �� • .iF1iFJ . ► .{•.4 . * . \ . r i \ r 1 r rrr' Ir \ tr111n . 1 ./�l illill 1100/111 II i 11;1 111i11111i10111 - j �i I STATE i• sl• 1+ r I+ r r 0Er r EErr 1n !,Ii• I1U,AI•,A! ;1. 1noir - , 1 I . 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SEE DETAIL 6/A9.2 W-7C B-2B W-2 AND 9.1 FOR CASHWRAP W-2 TYP. SEE DETAIL 61A9.2 W-4 B-2B W-5A 1 p C O SCALE: 1/4"= 1'-0" AND BACKWRAP DETAILS _ SHEET NUMBER C7 �� 0 10 20' 0 20' 40' 0 30 60' 0 40' 80 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 600' 0 500' 1000' 0 1000' 2000' 1"=10'-0.. 1"=30'_0". i `I014•_ 1"=40'-0.` J 1"-50'-0"Irwl. 1wr I 1".60'-0'' I 1"=80-0.1 .. I 1"=100'-0"i , , I , 1"20(7_05 i—I 1"=400'-0:'■om rr.r1 . i 1"=500,_0„i ,__. I 1„_1000'_0. — 0 1' 2' 0 1' 2' 0 7 4' 0 2 4' 0 4' 8' 0 4' 8' 0 8' 18' 0 8' 16' 0 16' 37 016' 37 1,z"=1'-0"i m 1"_1'-0"I� � 1 3/."=1'-0" ilk � li"r<1'-04 I� "-1'_0• �. %"=1'-0 - %s'=1'-0- }¢"=1'-0" 9 3z'=1'-0" � %s'=1-0" 1 ALTAR5 a STATE 6" 11-01 11.01 6" 6'' 6" 11-01 61 6" 8" it it / / k / / / k / Or `• I I I ��` , I 1 ' I 1 IIWASHINGTON SQUARE 9345 SW WASHINGTON SQUARE RD I SPACE NO. 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H _ _TYP.- - - - - - WtNBOW, TYP. - - - - - - - - - - -� - -- —1 —Ai‘lisTEA1117/1-WET11:1E171-6 R3 R3 R3 R33TYP. 4b— - REV 0 DATE9 DOCDOC REL##PDESCRIPTION R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 R3 I , ANNEALEDIWEATHERED 0= OO OO O O OO _, S2 ® OO OO © N �' COPPER ENTRY DOOR WI _ • C% Li -- r _ _ II WOOD FRAME i' 00 �: — iru p— rl . : II J 1 :e'I11� M� lI i L T I I PROJECT# 187747 I l ii w J, MIM w iii it G �n� ' MI 011 r �, ! • I PROJECT MANAGER M. FREDERICK j L___N 8 3!8" 10" 2'-0" 4'-0" 2' 0" 1' 8" 2"-0" 4'-0" 2'-0" 1'- 8' 2'-0" 4' 0" 2' 0" 1'-8" 6" 7' 6" 1' 8" 8'- 0" 1'-8" 2' 0" 4'-0" 2' f..)."---1-11J"—--S3!$" DESIGNED BY M. FREDERICK DO e• e -/ i ./ / .- � I J r r / t v- i r / i r '1 I , y ! f ` ♦� %1 I / 7 , o DRAWN BY J. CHEDID 3 LEASLINE — CUSTOM DECORATIVE TENANT MOSAIC TILE IN ci) A8.3 METAL FENCE. ENTRY TO LEASLINE QUALCHECK A. ECKERT o I I SHEET TITLE co A8.3 INTERIOR oi0 STOREFRONT PLAN & oMOM RCP co w U 1 ENLARGED FLOOR PLAN — INTERIOR STOREFRONT .0 SCALE: 3/8" = 1'-0" Q �� a A8.0 Q SHEET NUMBER I C7 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80 0 50' 100' 0 60' 120 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000 0 000' 2000' 1"=10'-0"i� 1"=20'-0.,I— mil - .i onmo rrrrr 1 _ 1" 60,_0„ IIr� � � � - _ � 1.,=1000'0" rrlr 0 1' 2' 0 1' 7 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 6' 16' 0 8' 16' 0 16' 3Z 0 16' 32' 1 =1. 11=1•4 r: - ��.=1.0.. 3 _1'0.. •1•_0 3 =1•_0" , =1'0,. 9 =1.0.. _1,_0" --� __ _ � �'i 1'-0"i�� 1._ _ate rb" �� <" �� ..� /e' err h" r�r �r /3z" � Nie" 11 1101* ALTAR ' a STATE WASHINGTON SQUARE 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 • G H A FA R I 89 MONROE CENTER SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com REGISTRATION SEAL . 4.40, 34.7 la 2 Alk A8.3 A8-2 A82 RAYMO09 ND r� 1-'--- COORDINATE FINAL HEIGHTS S. CLARK 1 AND LOCATIONS OF O 4583 GREENER AUCERS_AND.-__ --- -- 1111- - . isPENDANTS WITH OWNER. I '• �� /...- N01' \ 1 i 33", 24", OR 8" GREENERY PAINTED METAL SIGN BRACKET AND I • SAUCERS, BOTTOM TO BE BAND, CENTER ON ENTRY DOOR, _---- EXISTING LANDLORD BULKHEAD, OF n MIN. 7'-5"A.F.F. PROVIDE 5/8" j PROVIDED AND INSTALLED BY SIGNPATCH AND REPAIR AS REQUIRED. F.R.T. PLYWOOD BLOCKING PROVIDER. G.C. TO PROVIDE BLOCKING MATCH ADJACENT FINISHES AND I f ABOVE. AND POWER AS REQUIRED. 1 � QUALITY . . . . . I . I. ( SECOND FLOOR 0 II 1 ' I ' I ' I 1_ 1 r r I I I 1 1 1 1 _s'i•■ _ ___ I I I (1 I I 1 1 I I I 1 -r 1 I `�� ,. I I "T f`I I I I ' 1 ' 1 1 1 �' 118'-4" 1 1 1 1 1 .TI-I I I I I I I >_ __ 1 I I 1 1 [ 1 1 1 I I 1 1 1 i ! 1 �_ 1 1 1 1 1 1 T H 1 I 1 I 1 r I T_1 1 1 1 1 1 1 1 1 1 1 1 r I 1 I I I ___ . L I 1 I 1 1 1 1 1 1 1 1 1 1 1 I I 1 ! I I 1 I I I �" I I I I I I I I I E 7-yr _dim ��I..I ! i I I l i = i .�-L I I I �7 �� 1 1 4 1 14......,...01'''''..'"471 I _ I 1 I .♦ I 1 1 �S_ 1 1 1 1 1 ��___MII _r► �_�r• ,w I I I . �w / IF--i 1 1 1 1 1 ! 1 I ___ �___ 1 1 1 1 1 1 1 �Il�w_w_li■ �"" ._____ 1 1 r I -rrr 1 I 1 1 J 1 I �� I I 1 I BLACK, DECORATIVE - �. _____ �__II■Iw_ 1 1 1 1 1 �>____ ��__ !_ I 1 1 r i I I 1 I _____w' _ ' _ _ ww . �_______ 1 1 1 1 �__ 1 1 1 I 1 1 'W1_ __r" I 1 1 I I I 1 I METAL SCULPTURE, BACK .7 w- ib. __ _ _ 1 fib. w__ 1 I 1 �. _w- lop -w 1 I 1 1 I I I �. I .._1_1_._-E I LIT. ■_ � A ► � __i� I 1 1 __ 1 1 i_ _► �_ 1 _�1 .111111M=111116. '91 1 \ I i _� � � 1 1 1 1 1 THIN BRICK VENEER. �___� I I i 1 I I 1 1 1 i mow__. ■ ilr_ _i• I w ,,■lw 1 1 1 ___� w111�I■______� ! 1 �1 1 � 1 I �_ r��Iw11�. t_ _1r , I P'" I 1 r r 1 MORTAR WASH AND __� �■ � w1� i 1 I 1 1 1 1 ___IIr` �_�> mmum . 1 1 1 i 1 1 1 PAINTED.• �_ __I1I 1 1 1 1 1 € 1 1 __� �� l __. I I I 1 I I .�� I I ! �_____� 1 1 1 1 1� JAL 1 1 J __ _� __i_ , . 1 __wr ._ _w► �_�___' 1 1 1 1 1 I 1 i 1 1 1 I 1 1 1 1 s_► M I . . _� - I ,, I 1 1 1 1 1 1 I _ � �_ _■rte �wlw•_� I I 1 1 1 �__L r I i 1 , i • p , .\ 1 E 1 1 1 1 i __ I I 1 1 1 I 11 1 1 LEASE LINE _ __I I I I ! ! I I I I 1 1- ww_w_� I 1 1 I �� N. __ ,, __ -[...,.,,.."..k71,.........4.,, ...,,,,- _ I 1 ___IELIllir __ I : 11 , 1 �__ r 1 1 /. __ � II :L I •, .... Amor- '' • - •• '1111111111. ' ., •la, ' I mom,,' 1 _ �, m is ,r" 11■ s �� __r1 �r ■ 1' 1 € �� 1.r 111 �� `_1 I 1 AMP" I t _� ■ ART GLASS SUPPLIED 1 I,�l� Ili , �� _■■► �� ,, *Mil ��`� • , _ I I ■� r■� �� , w _ I �' , `�" i p S1 r w �� I 1 I 1 I �lII ,,�1 r_� ai , *itra ` I .�,, ! , � 1 11 �w� �wr mss , �� _� �� I I ai 1 �1 I; I ,,,�� / AND INSTALLED BY I !1� 1 i� \� ■��% tr7 I �' ' ` e - ��r sal �I2Di1!�II+:� I sL r 1 :1�j1 1 MANUFACTURER. '11� 1" 1 f �I'�� rj�l , � _■ ■' 'I I I � ,� L,� �, , , ~ , � #� 1 I 1 • ' , I � � � j I 1 a 1■ 11■ 1111 rf 1■.�111 ,,\ 1� I ! II■I\ Vial ; I! 11■1!j i S✓-� y 'I �. ; 1 , 1 � L. ITw1t �I,I P , 1■i � 1 , 1R t � i � � wIn ■ ► . I i, � . it 1°Iii0.5111: I t t �I I � Ir I� ,�i ! !�I '1- H Ill '1 ` 31 r► _1 f "i 1 ` \ `'1 1 II . ff l \ mr I 1 n `'/i+ ;- I ' I ! / '11 I, 1 1 .11►'r : >.� 1 1 1`f jr1 jr r11 r1�1 1- I< < ♦ Irl I�ir► �jrltflI I- j I� . . / ♦ .' ► I�j L�Irlr.�l, Irl 11•,, .I rlLr Ir i�l irein r 1�■b 1■ 1■�I■ 1■ 1 1 tl ■ I�. I. , �1111■ f1 I■!!i I 1 �.1' i!I !� i -- ► w I •I:� , "Illii Il'I � 1■ ■ 1■[ . I■L1 i�'I t 1■.I�II. _ Mt ! • 'Ali !1 !1 !1 Cil 1 1 1 I ! 1'` . 1. 1 ! . 1P-' I �! • 5 1 1 • . !I '" '.� i 1. .�1 1�' . l * .. I. I ! . u. a I N if 1` 1 • it 1 ( 1 !1 ../_ I •r rl r�r1 'llr1 r11 '♦Ir Ilii t ' Y. '�rl r �:'''rI r� . . $ IrS :' II w� , :, '�'. -0vie,11'rP4r1;1� r �,rl rl iI r rl Lrf1 �1 1 DECORATIVE MEDALLION �� 1 111 11��11i jlit lli lil�1�111 Ir III ISI i I 1%41 11 ! I�1 I 11i1�11��.1�11 r �i� r�i1 �i 1 1.1 II �1 R 1♦ 1 mAi t 0 , ..1 ;�L,I;ii.Aii 0 . , Mill IIC 60 I " I I 1 40,4ill �� _ BY VENDOR ~ 1 Pill !1 !1 !1 !/ 1 1 ! 1 1 ~ ! IIA Ill 1 ! 1i4 - iI11 a �1 + 1 1. _ 1. i► � li � 1 1 1 1� I ,� ! ► 1 I 1 N 1 12 1 1 1 :MI� � i � rl�rl I rr;I'rr�1'rl'1•S I� rP�r@�rl � �i �,r1 .S"r,�. I I�''��'rl '� � 1:\'r r �r '� U�rl N - �i -io.. .(�;1•'� r• o�' ® c;1 Il n',`..i�j;,r51� 1 ul i E. � ,i�, 1 1 u I ''i�i �i I :MIMI i n� I li i 1 1 II"�1 1f 1 HEI 111 1 I d i 11 1 I I 1 I 1 1 1 (, 11 1 1 1 I i I 1 / SIL 1i .,.� ® . �/ ITE r Irl rl I' I Irl 1 I r 111E .4114ti - .�� -`4 1■f - 11■, I■I�Iur;I`IIm.4 111�11�■I HIR I Ilpl �I Iri �I■ . i l�i I ■ . ■I7 1� �r71■�� i1�1 1 1 �Mrr 1 11x1 ■� il�I■ I■ 1 Ill 1 I,f1 1 1 i I..�. ;.a11.1 . 1 1 r 2 Ila- 1 1 . _ 1 11.�1.41 �>=r r ■• l IT f RIO? .� m. - .�_ . 211.1. Ir- ..,.. 2 Lai■ .d1 41 1 I 41'1"1.:_124 r N -t r di ' i1 J I I ...'/ ly r I., ' •1 1 .I 1 1 II' . I •� . I - . /_\ - IN i' IN,....1 ' I II s '■� , /u� I I '� �7`I �'1/ ,'r til � 1 ■ _ 1 / 1 {,cr A 03/08/19 DOC REL 02 IFP T " IZi l� D III Vol 1 I -�� . I�` . 1 1 i 11`�� I �h II _ - X1:1 1:1 11 i , 1 1/2"CLEAR TEMPERED GLASS REV DATE DOC REL 14 DESCRIPTION °v X �1"g 1 = 1 i 1 a1 ■. Im 1 111 q 11 i , j,Ip�j CO, 1 -7 . I _ k 1 � • I I _ '1'J t . 1 I �i ,�: is�, ��it l 141 4P/DO I 1 - ' ��IT i 1 '✓) � :1 i I _ . 11 11 ,11I € ± , li ,� I 1 1 1■ I■ Ir in Arm t' iril�O 1 - r � li 11 I 1 �. II I I t .'�� -Hi I �I rl�w 1 I rl I` I (� 1 1 I > > 1 �/ 1 i 1 i 1 1 I y ,1 z Iy PROJECT# 187747 �,!, 1 1 IlgfIg - 1 1 1 1 1 1 1 1 1 1 1 1 I i ANNEALED/WEATHERED in AllI r1Y� 1 { 1` 1 �lJ�` 1 rl _ 1 , - S 5 _ I I PROJECT MANAGER M. FREDERICK t I■AA _ I 1,I■ ,I��I�. 1 r �, �.��■ 1 _ - �L1 CO�i1 1 R �� COPPER ON WOOD �r 1 Ei r 1 1 > > r - 1 , r2co 11 ISI N i - .., I;1 1 pilM, - ! �. ll - 1 1 1 63 ,, a. I f �`� 1 1 ris,��1 ISTOREFRONT FRAME. DESIGNED BY M. FREDERICK vy 1 11111 s i • �J � r 1 1 f 1 I DRAWN BY J. CHEDID a I� I 11140 1,1 iV - > IL i t 1 1��II ! 1 1 1 1 L , 1 . .i 'AO m ;�SI ?dig r�� -� _ 4 {� �j jrl gl jLILW r '11 i' � rl liEir4it 1 1 1 , 4.190 ' L QUALCHECK A. ECKERT o �a I 1l E ij 1. -i-ii-Hr ! I in 1 e. 12 l■ M L ` �' . ! !I 1 I ►1 , ;,.. ' ® ® Al ilk 1 1 1 1 \ , 1 i 1 J .t 1,IM I 1 t 1 SHEET TITLE *ITV '� ;1 In� [ I I 1 all I �' N. ' i wall-, i • 11 i DECORATIVE COPPER ,, Aural 1r, Iiia 1 r 1` 1 ,il 1�I 1 � Y r r I �r ' 1 1 �I'� 1 �I 1M�1 1 1 ,, , / r ! GRILLEWORK INFILL PANEL M (V - E I 1 T ' ' l 1 , INTERIOR T # If 1 1 1 1 •_ 1 1 1 r 1 I 1 1 1 I - 1 1 1 � 1 1 i !_f. ws 1 I I I I � i 1 1 , 1 1 -I� 1 1 , 1 � FIRST FLOOR STOREFRONT o N ` 1- I I j i I 100' -0" ELEVATIONS DISCOVERY SPECIALTY CUSTOM DECORATIVE ANNEALE ENTRY O RED WINDOWS -SEE PLASTER WALL METAL FENCE. COPPER ENTRY DOOR WI WOOD FRAME AND VISION 0 INTERIOR ELEVATIONS FINISH GLASS. cow I INTERIOR STOREFRONT ELEVATION - - FOR SPACING _ E SCALE: 3/8" = 1'-0" A8.1 Q Q SHEET NUMBER r 0 0 10' 20' 0 20' 40 0 30 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'_0"mom 1 20'_0,.i�� ___-� 1"=30'0"Irk . 1"=40'-0" imi 1 1"=50'_0'•i_ ,, 1"=60'-0"i 1"=80._0',. 1"=100'0"i 1"=200'-0",r. �� 1"=400'_0"� � 1"=500.-0"i- - it 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1:•''=1'-0•'' i„_1_0, ;',/""1'-0” — "_1'-0"■.ur. l 3�"=1'-0"il ;/<"'-"i'-0,' — rte. ',/,6"=-1'-0" %,_i'0" 1 .___ . %3a=1-0 Ys`-1'-0" - _� ALTAR ' C STATE 6" BOX BEAM / HEADER SPECIALTY PLASTER FINISH ON 5/8" GYP. • _. • BD. 1X6 WALNUT PLANKS SHIM AS REQ'D. THIN BRICK VENEER WITH ON 518" F.R.T LATICRETE MVIS SYSTEM PLYWOOD BACKING. CAULK JOINTS- SEE Ir. -rk'"'""L MORTAR ON 51$" CEMENT - FINISH SCHEDULE , >, BOARD. «' l�l>t11)lll FOR COLOR 6" BOX BEAM. IBM, REQUIREMENTS. WASHINGTON SQUARE l''''''' . DISPLY RAIL SYSTEM —� _ I 9345 SW WASHINGTON SQUARE RD SEE 4/A4.3. A7 ++ SPACE NO. T-13 F.R.T. FUMED WHITE OAK WOOD --- n _ .. BLOCKING FRAME TIGARD, OREGON 97223 SPECIALTY PLASTER FINISH ON - >< 'at :u '/ .0 .. .r1 518"GYP. BD. ON 5/8" F.R.T l\\�1`��- ART GLASS TRANSOM PLYWOOD BLOCKING. T----- r SUPPLIED AND INSTALLED TRACK LIGHTING - SEE A4.0 BY MANUFACTURER -.\ AND A8.0 �---- ANNEALED/WEATHERED V I COPPER ON WOOD STOREFRONT FRAME. GHAFARI 89 MONROE CENTER r-i- DOOR HEAD DETAIL SUITE400 SCALE: 1 112" = 1'-0" SCALE: 1 112" = 1' 0" GRAND RAPIDS, MI 49503 USA 8.2 STOREFRONT DETAIL' 403.2 SCALE: +1.616.771.0909 �� www.ghafari.com . . EXISTING LANDLORD BULKHEAD, EXISTING LANDLORD BULKHEAD, PATCH AND REPAIR AS REQUIRED. PATCH AND REPAIR A5 REQUIRED. MATCH ADJACENT FINISHES AND MATCH ADJACENT FINISHES AND QUALITY2/ QUALITY THIN BRICK VENEER WITH THIN BRICK VENEER WITH LATICRETE MVIS SYSTEM LATICRETE MVIS SYSTEM MORTAR ON 5/8" CEMENT MORTAR ON 5/8"CEMENT GLASS TYPE BOARD. BOARD. �r 6" t 4 112" � VARIES, REFER TO ///7 — REGISTRATION SEAL ELEVATION / / SECOND FLOOR SECOND FLOOR RECESSED LIGHT _______A a 118' 4" 118' 4" FIXTURE. REFER TO I 413) ilkio . SHEET A4.0 AND A8.1 ANNEALEDIWEATHERED \ COPPER ON T OOD FRAME. S12 BACKLIT DECORATIVE S12 BACKLIT DECORATIVE STOREFRONT FRA �� METAL SCULPTURE BY - METAL SCULPTURE BY Lc\` cv OWNER'S VENDOR. r, .n �� FINISH ON 5/8" GYP BD. OWNER'S VENDOR. RAYMOND �1 �� '�`�'°C ON 5/8" F.R.T PLYWOOD I S. CLARK ri �— --`1, \Ntt�\� BLOCKING. ` O 4583 ... TOUNGE AND !_iJ DECORATIVE „'f. rfij �� GROOVE WOOD + + COPPER SPECIALTY PLASTER �� .a,ir�;�;,_"�G / PLANKS OVER 5/8" / I DISPLY RAIL SYSTEM. FINISH ON 5/8"GYP. BD. "� I NO - t F.R.T. PLYWOOD / + + GRILLEWORK ` av` .OVER METAL STUDS J INFILL PANEL --_ OF FAUX JOIST \ISPECIALTY PLASTER FINISH ON FAUX JOIST N I V 6" BOX BEAM. r FRAMING. __1:---- /' 5/8" GYP. BD. ON 5/8" F.R.T FRAMING. A8.2 � ,-- _ ,, PLYWOOD BLOCKING 1 -e.,..,. • , r 7-r- I 6 --— .--1 at ,.._,____E Zo • A8.2 k ' 3 , - - -�.: 6 BOX BEAM. I � �� ^._ \ • , �� 1X6 WALNUT PLANKS — 1X6 WALNUT PLANKS i i COORDINATE FINAL HEIGHT b = a ' ON 518" F-R.TON 518" F.R.T I OF DECORATIVE PENDANT • • _ PLYWOOD BACKING. PLYWOOD BACKING. L -` 1- �- WITH OWNER.. •.;w° , ;y... a,• .. SPECIALTY PLASTER . I J 41r FINISH ON 5/8"GYP. BD. ART GLASS TRANSOM- , SUPPLIED AND INSTALLED 1 33", 24", OR 8" GREENERY 4 STOREFRONT SECTION DETAIL I AART GLASS-SUPPL ND NSTAL ED BYIED BY MANUFACTURER. �_� i SAUCERS, BOTTOM TO BE MIN. 7'-6"A.F.F. SCALE: 1 1/2" = 1' 0" THIN BRICK VENEER M---- —" MANUFACTURER. I _ 8.2WITH LATICRETE r 1 I I\\N`~ � MVIS SYSTEM ISIGN MORTAR ON 5/8" C° \ DECORATIVE MEDALLION PAINTED METAL BRACKET AND BAND, CENTER CEMENT BOARD ANNEALED/WEATHERED T BY VENDOR ON ENTRY DOOR, PROVIDED NN COPPER ENTRY DOOR WI WOOD FRAME AND INSTALLED BY SIGN PROVIDER. G.C. TO PROVIDE TOUNGE ANDBLOCKING AND POWER AS GROOVE WOOD C° `° Na.. REQUIRED. PLANKS OVER 5/8" .�' i 112" CLEAR TEMPERED GLASS i F.R.T. PLYWOOD r ,, , m OVER METAL STUDS WALLNUT i i A 03/08/19 DOC REL 02 - IFP BULLNOSE TRIM -- ',I' „�� COPPER ON WOOD ANNEALEDNVEATHERED REV DATE DOC REL## DESCRIPTION 1 + + STOREFRONT FRAME. VERTICAL TOUNGE e + + AND GROOVE WOOD ELEVATED DISPLAY PROJECT# 187747 PLANKS OVER 5/8" 4 FLOOR Q F.R.T. PLYWOOD -- i DECORATIVE COPPER i PROJECT MANAGER M FREDERICK v OVER METAL STUDS GRILLEWORK INFILL PANEL C ' r _ N� �� DESIGNED BY M. FREDERICK ti t s 4 TENANT MOSAIC TILE IN .__ I DRAWN BY J. CHEDID A8.2 I I - - ,- ;` A8.2 ENTRY TO LEASLINE a� + + � \ QUALCHECK A. ECKERT SHEET TITLE • \/ _ FIRST FLOOR . 1 : '� FIRST FLOOR ;� Iik— \ _ \ ---- - "'r - 100'- o" 100'-0"+ STOREFRONT ... . .- . • - , L i co :-.. .,, -•: '::•' SECTIONS 0 O w U .--3—) 1' 3 2 STOREFRONT SECTION DETAIL 2O WALL SECTION AT STOREFRONT WALL SECTION AT ENTRY w 8. SCALE: 1 1/2"= -0" f Q 1' . SCALE: 1/2" = -0" p p■0 SCALE: 1/2" = 1'-0" E A8.2 LL SHEET NUMBER I CD 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' • 1'=20.0"INI , 1"=30.-0'. rr.. 1"=40'_0':r_—__.ter .� : 1"=50'-0"i—_.-. 1"=60.0':ra 1"=80.-0" i_ 1"=1D0'-0"r' 1•'=200 0"r.rr 1"=400'_0"� � 1"=500'_0"r, 1"=1000.-0" i_.__.._N 0 1' 2' 0 1' 7 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' _ 0 8' 16' 0 8' 16' 0 16' 32 0 16' 32 1;''-7-1'-0" 1"=1'Cr 1'-0' 1'_o,. a _1.-0" I V=1.-IT i -1'-0. f"=1'0.� %_ =1.-o' =1.-C" �� • �'i t_ 34" i � � �" � � �� a rrr�r � � i� ALTAR ' a STATE 1/2 CLEAR, TEMEPERED GLASS. r 1'-2" r 6'-4" / 1'_2„ L. SPECIALTY 1 / Ad PLASTER FINISH II ON 5/8" GYP. BD. WASHINGTON SQUARE C 7 iC I. \ r '] ' 1 -1- 1 i 9345 SW WASHINGTON SQUARE RD SPECIALTY PLASTER FINISH $PACE NO. T-13 ON 518" GYP. • . 1 - ► TIGARD OREGON 97223 _____...,,,, • .. 6" BOX COLUMN NNNRECESSED 1. STOREFRONT FRAME _ ANNEALED/WEATHERED COPPER L J...\\ __ _� FULLY ADHERED ALL SIDES OF ' 1,)(,r2:- FRAME. SMOOTH, EASED EDGE. 1 . ( . , ... 1 . . . ® ® ._ , 4 TYP. DETAIL AT DISCOVERY WINDOW 8G H A FA R I 0 SCALE 1 112" = 1'-0" 89 MONRO SU CENTER TE 400 SPECIALTY PLASTER FINISH GRAND RAPIDS, MI 49503 USA ON 5/8" GYP. TEL +1.616.771.0909 www.ghafari.com F.R.T BLOCKING AS REQ'D, TYP, 10 TENANT MOSAIC TILE IN ENTRY TO LEASLINE AN NEALEDIWEATHERED COPPER ENTRY DOOR WI WOOD FRAME AND VISION GLASS. i EXISTING LANDLORD BULKHEAD, REGISTRATION SEAL PATCH AND REPAIR AS REQUIRED. (4) DUSTPROOF STRIKES MATCH ADJACENT FINISHES AND INSTALLED AT BOTH OPEN AND QUALITY CLOSED POSITIONS. REFER TO DETAIL 5/A13.0 FOR INSTALLATION � SECOND FLOOR 0 INSTRUCTIONS. COORDIINATE I I 118' 4" FINAL LOCATION WITH OWNER._ �I � R�4YMOND HOLD OPEN TO BE 100 ° TYP. G.C. - _ - _ - - _ - - - - - - - TO VERIFY DOOR DOES NOT S12 BACKLIT DECORATIVE S. CLARK ,�+ CONFLICT WITH ADJACENT METAL SCULPTURE BY LIGHTING. OWNER'S VENDOR. o 4583 ..r • 3i / i. 5 INTERIOR ENTRY DOOR DETAIL 7 N©1" 4. 8. SCALE: 1 1/2" = 1-0" I u '+ 6., J DISPLY RAIL SYSTEM. FAUX JOIST �I ' SPECIALTY PLASTER FINISH ON FRAMING. _ 5/8" GYP. BD. ON 518" F.R.T PLYWOOD BLOCKING. L I — 1X6 WALNUT PLANKS I __ 6" BOX BEAM. ON 5/8" F.R.T -- PLYWOOD BACKING. I ELEVATED DISPLAY - SPECIALTY PLASTER RECESSED FIXTURE- FLOOR - FINISH ON 5/8" GYP. BD. SEE A4.O AND A8.0. - SPECIALTY - PLASTER FINISH - A ON 518" GYP. BD. - ELEVATED DISPLAY ANNEALEDIWEATHE " APPAREL WALL-SEE � - FLOOR RED COPPER ON FINISH PLAN. THIN BRICK VENEER WITH EEEED 314"X314" REVEAL PLASTER 1 1NISH MORT. F.R.T. r C r "--............... \ _ 1 I BLOCKING _ _ c-+ • ZO F.R.T. , \ - A 03/08/19 DOC REL 02 - IFP i A..44<.......i :... BLOCKING . _ PM REV DATE DOC REL##- DESCRIPTION � `V < QSOW 1 f K K .1-71 :r SHIM AS REQ'D. CAULK PROJECT# 187747 Co x_I JOINTS SEE FINISH K 6" BOX COLUMN. SCHEDULE FOR COLOR "+LPROJECT MANAGER M. FREDERICK C'S .6.'ai 1--1 REQUIREMENTS. �._ DESIGNED BY M. FREDERICK k I o '., , ., ., .; .. .,,_., , , ., ., ., .:._.,'_2.' 6" BOX COLUMN. THIN BRICK VENEER WITH 10" 8 3/8" DRAWN BY J. CHEDID ELEVATED DISPLAY °' LATICRETE MVIS SYSTEM QUALCHECK A. ECKERT c3 1'-8" FLOOR Ne , MORTAR ON 5/8" CEMENT ' SHEET TITLE 0,3 THIN BRICK VENEER WITH BOARD. � - M LATICRETE MVIS MORTAR ON 5/8" CEMENnT ia�' ` INTERIOR BOARD" \ � EXISTING LANDLORD NEUTRAL - V FIRST FLOORSTOREFRONT o PIER, PATCH AND REPAIR AS100' 0" 0_ N 34.7 REQUIRED. MATCH ADJACENT SECTIONS & DETAILS FINISHES AND QUALITY. w 1- < 0 co 3 PIER DETAIL 2 DETAIL AT NEUTRAL PIER r:I-- 1 WALL SECTION AT PIER Q p`O SCALE: 'I 112" = 1'-0" 8■0 SCALE: 1 112" = 1' 0" l /�Q.O/ SCALE: 112"= 1'-0" A8.3 ILSHEET NUMBER CD 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'_0" imimmorr 1'=20'_0"rrr 1"=30'0",mmi___ §I§ 1"=50'_0" mm 1"=60'-0" 1'=80'-0" ______Igigmt4 1"=100'-0"rr� 1"=200'0" �r 1"=400'_0.'rr� 1"=500'_0" - 1"=1000'0" rrr _ _..._ 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 18' 0 8' 16' 0 16' 32' 0 16' 32' 1"=1'-0.. 74.'=1'-0., 1;,=1'-0' I �=1_0 �- , 1 Y"=1'-0" ,===iiisiii 4" 1'-0' "=1'_0„ %2"=1,-0„ X6'=1'-0" PAINTED GYP. BD., W-9 ALTAR ' d 5 112" THERMAL FIBERGLAS n BATT INSULATION, R-21 1 ART GLASS- SUPPLIED AND SEALANT WI BACKER ROD, V- INSTALLED BY 5 1/2"THERMAL FIBERGLAS PAINTED GYP. BD., W-9 STATE ALL SIDES. SHIM AS MANUFACTURER- ALL BATT INSULATION, R 21 REQUIRED. COORDINATE WITH CURTAIN - %■ 5 112"THERMAL FIBERGLAS 1■ SEALANT W/BACKER ROD, 2' -0" WALL SUPPLIER. ■ PAINTED GYP. BD., W-9 6" BOX COLUMN- BOTH SIDES. \ BATT INSULATION, R 21 ALL SIDES. SHIM AS / 1" INSULATED, LOW- 1'-6 112" ANNEALEDNVEATHERED ' s� REQUIRED, E TEMPERED GLASS y COPPER FINISH ON ALUMINUM 1 112" CONTINUOUS EXTRUDED ` aO •:• 1" INSULATED, LOW- ' - , \ STOREFRONT FRAMING. POLYSTYRENE RIGID FOAM e■ SEALANT W/BACKER ROD, ANNEALEDNVEATHERED -IY� •� ALL SIDES. SHIM AS E TEMPERED GLASS )(r Mir, INSULATION- R7.5 ,► COPPER FINISH ON ALUMINUM •• :■ REQUIRED. ?j.jr, 6" BOX COLUMN- BOTH SIDES. ■ CURTAIN WALL FRAMING. ��r Co- %� 40..,' t ANNEALEDNVEATHERED 1 IP 4 1 -my. �, 6" BOX COLUMN ■j' r11111P -• l■1CC Q, t �..{ ,; COPPER FINISH ON ALUMINUM ►JYY1�J�l1Y JIiYY�(iiGi:' 11 ' CURTAIN WALL FRAMING. • � ■ -1- t('-'�I I I FLUID {., ' 1" INSULATED, Low h v , 1 WASHINGTON SQUARE -, y � �--).�. ��.: .` WEATHER BARRIER ON 518 ; :■■+ E TEMPERED GLASS 1 � `� is EXTERIOR SHEATHING ` `■■� ,■■+ �� 1 ' Y:iii11;JEM ■ 1�� 1 i ■■ilii " a 9345 SW WASHINGTON SQUARE RD ,,�� ,LJIJIJJ1. -,• :=+ I ,1" SPACE NO. T-13 ��■� ANNEALEDNVEATHERED METAL FRAMING TO 4=+1 L ART GLASS SUPPLIED AND TIGARD, OREGON 97223 FULLY ADHERED COPPER E INSTALLED BY FLUID APPLIED AIR AND OVER FLUID APPLIED OLLOW ANGLE OF I i "" "" \ j -"STOREFRONTMANUFACTURER- y COORDINATE WITH CURTAIN WEATHER BARRIER ON 5/$" / WEATHER BARRIER ON 518" e in ,k ` " " EXTERIOR SHEATHING 2'-0" EXTERIOR SHEATHING -_ el �- ART GLASS SUPPLIED AND FLUID APPLIED AIR AND ! WALL SUPPLIER / I F THIN BRICK VENEER WITH r INSTALLED BY LATICRETE MVIS SYSTEM �� " �'s MANUFACTURER- WEATHER BARRIER ON 518" / ANNEALED/WEATHERED METAL FRAMING TO FOLLOW THIN BRICK VENEER WITH EXTERIOR SHEATHING 4" 1 -4" 4' ANGLE OF STOREFRONT MORTAR ON 518" CEMENT \ COORDINATE WITH CURTAIN / �r �� / FULLY ADHERED COPPER LATICRETE MVIS SYSTEM BOARD. WALL SUPPLIER. METAL FRAMING TO FOLLOW y OVER FLUID APPLIED 1 112" CONTINUOUS EXTRUDED MORTAR ON 518" CEMENT $" ANGLE OF STOREFRONT WEATHER BARRIER ON 518" POLYSTYRENE RIGID FOAM BOARD. 4 /r ANNEALEDNVEATHEREDEXTERIOR SHEATHINGG H A FA R I INSULATION- E RI FULLY ADHERED COPPER OVER FLUID APPLIED 1 112" CONTINUOUS EXTRUDED THIN BRICK VENEER WITH WEATHER BARRIER ON 518" POLYSTYRENE RIGID FOAM LATICRETE MVIS SYSTEM EXTERIOR SHEATHING INSULATION- R7.5 MORTAR ON 5/8"CEMENT 89 MONROE CENTER BOARD. SUITE 400 4 TYPICAL PIER AT ENTRY 3 TYPICAL PIER AT EDGE 2 TYPICAL PIER GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 8.4 SCALE: 1 1/2" = 1.-0" 8.4 SCALE: 1 1/2" = t-0" 8.4 SCALE: 1 1/2" = 1'-0" www.ghafari.com 34.7 33.6It 2'-91/4" 25' - 10118" 2'-2" ,I1 r I 1EQ. 6' - 0" 6' - 0" 6'- 0" EQ. DISPLAY RAIL SYSTEM, � ,� REFER TO DETAIL A4.2 d F 8 8 R 8 '° © 0 FOR BLOCKING METHOD, O o 0 0 0 0 CUT IN FIELD AS ' A86 ' 11 6 0 O ® oao 000 . , A8.6 W-7A EM1 A8.6 A8.7 REQUIRED, HOLD END OF ' C EX1 i REGISTRATION SEAL X X • 12' 0 FACE OF THE WALL. \ . I / /" ///// S 1 CEILING OUTLET, TYP. ;:: . _5i. _ 1 _ I „ 1+ \ Z 1 1 I - -1 \• t 1 -17:.,-_=•`,:-::-.7.):,:-.::::`;:•;:,,,•,-;;-% 1: •t - � - 1 l 1 .'-.7.-.':',-.:.:-..-..::•-,;;;:- r +v :•••, ,!:-.:.,- .._•,!•:-::: , •a - - - �'RR � - - rte,- - J'-fr • :J- �,r'';�'� DISPLAY RAIL SYSTEM Iti-,'I n% 4%•""I`t.„rA -'.:-'-'"-':7'1):..':'.• ::`1..!-•:-'..:':':::-.'.-:: -;, ,• s.r♦ �� REFER TO DETAIL A4.2 4435) Y•F ''Ay 1 t - ,:"..:::. ..;:L%': / _ RAY �/�7 " "+ FOR BLOCKING METHOD ;71,; J-1 A` � ' Lam' :- CUT IN FIELD A ND •1° _ _ _ CLARK Vii. •,' S 1 ,r - - ,r-%`7.''..:-.•''''7'.;.•••- •n I' r •�• ,�' t' - yam' •� •n - - - - - J - - J I~ i -L - - - - S, _ _ - - _ � . REQUIRED, HOLD END OF A p _ 'JA 'in ,• i! :\',, .,1' :�-� ► .I 1. 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SPECIALTY PLASTER FINISH ON ___ _„ ANNEALED/WEATHERED ------,,.<0 , 518" GYP. BD. ON 518" F.R.T 1X6 WALNUT PLANKS PLYWOOD BLOCKING. ON 5/8" F.R.T COPPER CANOPY. DISPLY RAIL SYSTEM. I Nli . PLYWOOD BACKING. \ DISPLY RAIL SYSTEM. _ I N ' s'�' ANNEALED/WEATHERED ' SCONCE EXTERIOR 6 - \ - DECORATIVE EXTERIOR �, DECORATIVE EXTERIOR COPPER ENTRY DOORS b 1 SCONCE. Q, �' SCONCE. ' W/ALUM. FRAME. a> � i •1 I o 111 1 0 4 is (o A i 1 r I ELEVATED DISPLAY I s; I A 03/08/19 DOC REL 02 - IFP •• REV DATE DOC REL## DESCRIPTION ELEVATED DISPLAY © 8 A8.7 ---- 1 EXTERIOR TILE OVER . - A8.7 I sV....---- I /1_ __‘,., 1 WATERPROOF MEMBRANE PROJECT# 1$7747 . . ,r ., _ , r \ __� SIMILAR TO MAPELASTIC `-0- s / AQUADEFENSE, UNDER NEW PROJECT MANAGER M. FREDERICK a_ \ i 1 Op \ I 1 NEW WOOD FLOORING. 10 � TILE MORTAR BED. SLOPE 118" co I I I - �,- A13.0'T. k) yi) i I / o FT. TO EXISTING SIDEWALK DESIGNED BY G. TERRY Co ' 4 / i.i DRAWN BY E. HANSEL y 1 A8.7CONT. CAULKED SOFT JOINT — II s I I 1 , - a) QUALCHECK A. ECKERT N I� 40 FIRST FLOOR — '�, I ,` FIRST FLOOR I_ _._ - SLOPE �,A��r� co * FIRST FLOOR SHEET TITLE i _, a 100' -0" - . r e° --. : F. . . e 10p' 0" $ 4 � - - a. I 100 -0 • `� -- EXTERIOR EXISTING SLAB ON GRADE AND co E) SIDEWALK. INFILL AS AS STOREFRONT "' REQUIRED SEE STRUCTURAL EXISTING SLAB ON GRADE AND EXISTING SLAB ON GRADE AND O FOR DETAIL. SIDEWALK. INFILL AS AS SIDEWALK. INFILL OR REMOVE SECTIONS REQUIRED- SEE STRUCTURAL AS AS REQUIRED FOR LEVEL 111 Q EXISTING GRADE BEAM FOR DETAIL. TRANSITION EEN j SIDEWALK AND TILE. co a 3 WALL SECTION AT CURTAIN WALL --2--) WALL SECTION AT PIER EXISTING GRADE BEAM 1 WALL SECTION AT ENTRY EXISTING GRADE BEAM Q■,1 SCALE: 3/8" = 1'-0" Q r SCALE: 3/8" = 1' 0" p.A SCALE: 3/8"= 1'-0" A8.6 u_ G7 'JF V�fv 'F SHEET NUMBER a I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" � , 1"=20.0' -- --� 1"=30'_0"i 1"=40'_0" 1"=50'-0"ii Emosem . 1"=60'-0" 1"=80-0' 1"=100'-0"i 1"=200.0" =400.0 j 1"=500'-0"i _ 1 1"=1000'_0" loom mm� 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 816' 0 8' 16' 0 16' 32' 0 16' 32' 1„=1'-0,m---r■■r arNM 1 3/1,_1,-o„ - ),=1•_(J,. - 3/C=1,-0” '/4"=1'0" ii 3/16'=1'-0.' , V=1'-0"- l x,,=1,_0„ 1/16'=1'-0"- iim LOW-E, INSULATED, GALZING 5 1/2"THERMAL FIBERGLAS RR ATTAR ' O AND THERMALLY BROKEN BATT INSULATION, R-21. ALUMINUM CURTAIN WALL SYSTEM. 1 112" CONTINUOUS EXTRUDED STATE SHIM AS REQ'D. SEALANT AND POLYSTYRENE RIGID FOAM 1 TYP. BACKER ROD ALL SIDES. INSULATION- R7.5 A8 8 6" BOX BEAM. PAINTED METAL SIGN, FACE THIN BRICK VENEER WITH — — -' — —- — MOUNTED TO CANOPY, EDGEOil- < LATICRETE MVIS SYSTEM -�— T.O. PARAPET 5 112"THERMAL FIBERGLAS I LIT. PROVIDED AND INSTALLED MORTAR ON 5/8" CEMENT — �� - - 140' - 0" BATT INSULATION, R-21. I BY SIGN MANUFACTURER, GC I . BOARD. I I I"' i�,, SLOPEN TO PROVIDE BLOCKING AND `x POWER SUPPLY. FLUID APPLIED AIR AND �.- ' j� .') )j j'lj)))fiCe(i.�,f%;{��c,7ls7ri'/i.( t ( ('I I 7J t'( f - C WEATHER BARRIER ON 518" ' �."' 1 I P" > EXTERIOR SHEATHING r' 1 IXipipipiptip r---, ( ��%_ DECORATIVE, CUSTOM METAL �,- THIN BRICK VENEER WITH n BRACKETS BY OWNER'S _r I '� ICRETE MVIS SYSTEM SILL SEAL W/TREATED 2X6 OLATRTAR ON 518" CEMENT WASHINGTON SQUARE o VENDOR. • t .• PLATE. I 1 BOARD. 9345 SW WASHINGTON SQUARE RD i PREFINISHED METAL DRIP I �_ i :)///. SPACE NO. T-13 I. , , F.R.T WOOD BLOCKING. �: -J EDGE. --- --� TIGARD, OREGON 97223 1 4N , 1. — — � a I /Oa•d rim' FIRST FLOOR �' �' t . - 100 -0., _ . _ ..,... . I L___,_ ; ' LATERAL BRACING, TYP. ANNEALEDNVEATHERED 6 :* e 4 COPPER FULLY ADHERED TOd•. FIELD VERIFY EXISTING W 518" EXTERIOR PLYOOD •:. R S12 BACKLIT DECORATIVE OVER FLUID APPLIED AIR AND = ` , . ' ' • , . '-- CONEXTDITIONS AND SIDEWALK METAL SCULPTURE BY G H A FA R I i WEATHER BARRIER ON 518" OWNER'S VENDOR. • EXTERIOR SHEATHING. EXISTING SLAB ON GRADE AND SIDEWALK. INFILL AS AS - r 89 MONROE CENTER REQUIRED - SEE STRUCTURAL FOR DETAIL. g — , GRAND RAPIDS, MI 95 3E USA I TEL +1.616.771.0909 7 EXTERIOR CANOPY DETAIL ��, , www.ghafari.com SCALE: 1 1/2" = 1'-0" 8'61" INSULATED, LOW- 6" BOX BEAM. q E TEMPERED GLASS 4 EXTERIOR STOREFRONT DETAIL AT PIER • RECESSED LIGHT V • r----- ICURTAIN WALL SYSTEM 8.6 SCALE: 1 1/2"= 1-0" FIXTURE, REFER TO EXTENTION BY SHEET A4.0 AND A8.4 MANUFACTURER. RR - S6 AND S7 LINEAR LED BACK I _ LIGHTS ON 518" F.R.T. TONGUE AND GROOVE ANNEALEDNVEATHERED PLYWOOD PAINTED W-9. WOOD PLANKS OVER FULLY ADHERED COPPER ----------- 5/8" 518" F.R.T. PLYWOOD \ OVER FLUID APPLIED OVER METAL STUDS 1/7--\ q� WEATHER BARRIER ON 518" ART GLASS- SUPPLIED AND EXTERIOR SHEATHING `, ` 5 + + .,.....1____.------------ 1 INSTALLED BY •►1111,11!x' i11\» ��:� 1 \ 1 MANUFACTURER- .... .. N\ ANNEALEDNVEATHERED + + 1 •+-`� COORDINATE WITH CURTAIN REGISTRATION SEAL COPPER FINISH ON ALUMINUM , WALL SUPPLIER. CURTAIN WALL FRAMING. 6 0 I \ DECORATIVE COPPER GRILLEWORK INFILL. 5 112" THERMAL FIBERGLAS LOW E, INSULATED, GALZING 1.111°- BATT INSULATION, R-21. AND THERMALLY BROKEN ALUMINUM CURTAIN WALL CURTAIN WALL SYSTEM PAINTED GYP BD + + + 6 = 7 SYSTEM. e oco:,..„ _Co, EXTENTION BY SOFFIT. • MANUFACTURER. + + 11P1 + IIM — RAYMOND }--J — S. CLARK r.• ANNEALED/WEATHERED [�L�4.4.de ",4"4,L-? { 1 N FULLY ADHERED COPPER 1` '� o 4583is OVER FLUID APPLIED i-..0 ANNEALED/WEATHERED �`�1 , , WEATHER BARRIER ON 518" It— COPPER FULLY ADHERED TO I CHANEL AND ANGLE BRACING - -,'' ��' i" - EXTERIOR SHEATHING lb 518" EXTERIOR PLYWOOD SEE STRUCTURAL. ND` .� - ? �� OVER FLUID APPLIED AIR AND SEALANT W/ BACKER ROD, � SILL SEAL W/TREATED 2X6 � � OF ALL SIDES. SHIM AS . -- ` PLATE. WEATHER BARRIER ON 518" �� REQUIRED - / /`l'�' i EXTERIOR SHEATHING. LEASE LINE 4111k. I FIELD VERIFY EXISTING SHIM AS REQ'D. w..._ — � CONDITIONS AND SIDEWALK SEALANT AND BACKER /":-1- 2X 6"BOX BEAM.- . / EXTENTS. ROD ALL SIDES 6" BOX BEAM. •I 'T FLOOBLOCKING 100' -0" ANNEALEDNVEATHERED o I . .}d,+ • -'A . .• . • } -4-a. COPPER ENTRY DOORS V 4: ; : \ N. 1 �. -• ' . WI ALUM. FRAME AND Z Zo 'I-_1 .. _ -:-,:_._, 1 EXISTING SLAB ON GRADE AND INSULATED VISION I 1X6 WALNUT PLANKS I GLAZING. ' t ` • SIDEWALK. INFILL AS AS ON 518" F.R.TVN • d REQUIRED-SEE STRUCTURAL PLYWOOD BACKING. �� FOR DETAIL. . 8 EXTERIOR STOREFRONT DETAIL (-3-- EXTERIOR STOREFRONT DOOR DETAIL CIALTY PLASTER FINESH ON 5/8" GYP. BD. `� DISPLY RAIL SYSTEM. 8.6 SCALE: 1 112" = 1'-0" ` /�8.6 JI SCALE: 1 112" = 1' 0" BLOCKING..T PLYWOOD JV DIAGONAL BRACING, TYP. v�1vV 3518"@16" O.C. METAL i . 1 FRAMING TO FOLLOW ANGLE I • OF STOREFRONT. TONGUE AND m I b / BU 1 1/2"CONTINUOUS EXTRUDED GROOVE WOOD -' POLYSTYRENE RIGID FOAM LLN PLANKS OVER 518" INSULATION- R7 5 BULLNOSE TRIM _ . N �, . •'S \ F.R.T. PLYWOOD 5 1/2" THERMAL FIBERGLAS i BATT INSULATION, R-21 IN 6" r 4 + + OVER METAL STUDS METAL STUDS @ 16" O.C. W + _ - THIN BRICK VENEER WITH - . + + + + „' MORTAR ON 5/8” CEMENT i + .j BOARD. SPECIALTY PLASTER — _ \ A 03/08/19 DOC REL 02 - IFP 6" BOX HEADER FINISH ON 518"GYP. BD. — _ �� + + I 00 REV DATE DOC REL## DESCRIPTION FLUID APPLIED AIR AND PROVIDE BLOCKING AS i � r SHIM AS REQ'D. SEALANT AND + ` WEATHER BARRIER ON 518" 1 °p 1 1 I ` 1 L. ,'' EXTERIOR SHEATHING REQ'D. I BACKER ROD ALL SIDES. !" I I I 11 i_ T PROJECT# 187747 512 BACKLIT DECORATIVE — - \• n ^ 1e` °" �' dL '{ I V` 1 I PROJECT MANAGER M. FREDERICK M ` METAL SCULPTURE BY N f41 FIRST FLOOR �� VERTICAL TOUNGE iN , ' .-002!1_ N OWNERS VENDOR. AND GROOVE WOOD •( '' •. '-_T": _ 100' 0" LI) �, • DESIGNED BY M. FREDERICK CO _ PLANKS OVER 5/8" i DRAWN BY M. FREDERICK LOW E, INSULATED, GALZING � THIN BRICK VENEER SOFFIT. F.R.T. PLYWOOD 4 ¢, AND THERMALLY BROKEN '- ---" :- OVER METAL STUDS °` ALUMINUM CURTAIN WALL __ `'� _ •<> EXISTING SLAB ON GRADE AND QUALCHECK A. ECKERT SYSTEM. I -`� ANNEALEDNVEATHERED SIDEWALK. INFILL AS AS SHEET TITLE c,-) '_ i �` REQUIRED -SEE STRUCTURAL FULLY ADHERED COPPER M 1 OVER FLUID APPLIED 4 _ -OR DETAIL. ��.... I WEATHER BARRIER ON 5/8" 4 + + ----"------- EXTERIOR '�t� EXTERIOR SHEATHING 4 + + EXISTING GRADE BEAM CO STOREFRONT ART GLASS- SUPPLIED AND - _ : ____\_ SECTIONS & DETAILS INSTALLED BY Lu MANUFACTURER COORDINATE WITH CURTAIN v WALL SUPPLIER. ° EXTERIOR BRICK ARCH DETAIL (2 ELEVATED DISPLAY DETAIL ' EXTERIOR STOREFRONT SECTION Q SCALE: 1 112"= 1'-0" SCALE: 1 112"= 1'-0" SCALE: 318" = 1'-0" A8.7 E 8.7r v.V SCALE:v v Q SHEET NUMBER I 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'0" 1"-20-0" 1"=30'0" , r=4C 0", In , 1"=50'0"i i 1"=60'_0" V=80'-0- -- 1"=100'_0" 1"=200,-0"iii. 1' 400'-0" 1-'500-0" 1"=1000 0 01' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4 6' 0 4' 8' 0 6' 16' 0 8' 16' 0 16' 32 0 16' 32' IV=1.-0- mi------ 1"=1-0..imi----...� %s.._1_0. :• "•=-1,-0- r1 `f."=1'0" i�w..... - %"=1'-0" 1_ 3';e"=1'-0"I __• i "=i-0" '� aA_.._10.. �-=1.-0 .-0. 1 • ALTAR ' C STATE WASHINGTON SQUARE 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 G H A FA R I 89 MONROE CENTER SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 RR www.ghafari.com CONT. 6" BOX BEAM. ROOF MEMBRANE OVER TAPERED INSULATION. REGISTRATION SEAL PREFINISHED METAL PREFINISHED CAP AND FASCIA TO MATCH BRICK. FLASHING. _ T.O_?ARAPET - - - - - - - - �` 140' - 0" V - 4 111 -- - � - 44rA Rohto ��, ,� I `° S. CLARK 1 I ++ Imo' ++ --1----TE, . , b o 4563 - — METAL FLASHING AND DRIP EDGE. I NO " I� !- . ,,-'- Iv OFa 5 112"THERMAL FIBERGLAS - 1.1"- �� CONT. F.R.T. BLOCKING. BATT INSULATION, R-21 IN 6" i - '/r Cr: METAL STUDS @ 16" O.C. �� ^ + + + + - K + + + + SOLDIER COURSE CORNICE EXTERIOR SHEATHING ON 6" - - - BAND. METAL STUDS 2 16" O.C. i 1 '" � .N. _ • = '44 ; : DIAGONAL BRACING, TYP. FLUID APPLIED AIR AND WEATHER BARRIER ON 518" EXTERIOR SHEATHING _4 1NEW ROOF MEMBRANE TO LAP OVER ----< 64 1 112" CONTINUOUS EXTRUDED EXISTING, TURN UP WALL AND OVER POLYSTYRENE RIGID FOAM ` PARAPET. ATTACHMENTS/LAP PER INSULATION- R7.5 ROOFING MANUFACTURER. _ 011111 r - . . THIN BRICK VENEER WITH LATICRETE MVIS SYSTEM EXISTING ROOF SYSTEM } MORTAR ON 518"CEMENT . Ste - • '\ BOARD. 1 \ _ ■ . 3 5/8"@ 16" O.C. METAL _ • rG " FRAMING TO FOLLOW ANGLE OF STOREFRONT. f . A 03/08/19 DOC REL 02- IFP J '` REV DATE DOC REL##- DESCRIPTION . ' . CHANNEL AND ANGLE P + - ? PROJECT* 187747 BRACING - SEE STRUCTURAL. • + + + PROJECT MANAGER M. FREDERICK 0_ + + + + L 1 S12 BACKLIT DECORATIVE oi. 1W+ + + - METAL SCULPTURE BY DESIGNED BY M. FREDERICK i ■' OWNER'S VENDOR. DRAWN BY M FREDERICK + + QUALCHECK A. ECKERT Al / / , - SHEET TITLE co ;'- max - EXTERIOR A�E 1110` —t. STOREFRONT CNI o DETAILS w i_ 0 8.6--:1.-) PARAPET DETAIL Er SCALE: 1 112" = 1'-0" A 8.8 Q SHEET NUMBER I CD 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10-0"•Emm 1"-20'-0" 1"=30'_0" • 1"=40'-0"� g r 1"=50'0"�� • 1"=60'-0" mm 1"=80'-0"il 1"=107-0"�� 1 1"=200'-0" err 1"=400'-0"� � 1"=500'-0"mem 1"=1000'0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 15 0 16' 32' 0 16 32' i .-'''''1'-0'. ',4'.=1 imam imirri �'=_1 0. mow-------= � ;i.-1.0.. , i . P � =1_0.. �� /y'-1'-Cr CASHWRAP GENERAL NOTES ALTAR ' a A. ALL DRAWERS TO HAVE A MIN. 3 1/2" CLEAR DEPTH. B. ALL DRAWER AND DOOR FACES TO OVERLAP CABINET EDGE FACES AND MEET AS NECESSARY TO PROVIDE SEAMLESS APPEARANCE (11 16" GAP BETWEEN FACES). STATE C. ON ALL DRAWERS, EXCEPT TISSUE DRAWER, ADD MODULAR CROSS-CONNECTING DRAWER A DIVIDERS AT 8" O.C. FRONT TO BACK AND 4" O.C. LEFT TO RIGHT. ' 1 , D. HANGER MANAGEMENT CABINET AND TISSUE DRAWER/CABINET COMBO NEEDS TO HAVE NEARLY- / FULL EXTENSION FROM THE BASE CABINET TO PROVIDE CLEAR ACCESS TO THE TISSUE. E. PROVIDE FALSE PANEL AT BACK OF PRINTER/ SCANNER CABINET WITH ACCESS TO POWER OUTLET (2)#8 SCREWS EACH SIDE ; AND EMPTY CONDUIT TO ASSOCIATED PEDESTAL. A 15'-0" DATA CABLE WILL BE RUN FROM RECEIPT ; PRINTER TO THE CASH DRAWER IN THE PEDESTAL. Al i F. PROVIDE A 3/8"X 8" SLOT NEAR THE TOP OF THE DRAWER FACE, ABOVE THE PRINTER/SCANNER +` MIN. DIM. — CABINET. INSIDE DRAWER, INCLUDE VERTICALLY-CENTERED CRADLE MOUNT AT 4" CLEAR FROM 4 INSIDE FACE FOR DOWEL OR SIMILAR ROLL-TYPE 'TAPE DISPENSING' MECHANISM. G. ALL SIDE WALLS OF BAG STORAGE SLOTS TO HAVE (6) PEG HOLES NEAR THE MID-POINT FOR '� FUTURE ADJUSTABLE SHELVES. PROVIDE (2) SHELVES FOR EACH OF THE (3) SLOTS. WOOD TILE OVER 518" F.R.T. � H. AT THE FACE OF THE BAG SLOT AND WASTE CABINET OPENINGS, ADD HIDDEN DOOR IN LIEU OF WASHINGTON SQUARE PLYWOOD OVER 3 518" , -- ---- ' ---� DOORS SO THAT THE BAG SLAT PANEL CAN BE SLID OPEN. METAL STUDS 4% \ + T T ' C I. SPECIALTY FRAME TO BE ROUTED OUT TO ALLOW FOR PROPER COVERAGE OVER GLASS. 9345 SW WASHINGTON SQUARE RD �� \ — J. AT EACH PRINTER CABINET, LOCATE OUTLET 18" MAX. FROM CABINET FACE, ON SIDE WALL AND SPACE NO. T-13 #3 BELOW SLIDING SHELF. 718" X 718"WOOD TRIM A \ , - - TIGARD, OREGON 97223 PIECE, STAIN TO MATCH WALNUT �t ))i Y ))))?? ?,?) � h)' )ay)�)')? J� T)1) )�»��)� ry,� �} � aM r>>»mn>>ppakiI»m -IZ WY TONGUE AND GROOVE PLANKS OVER 518" F.R.T. PLYWOOD OVER 3 518" G 11 A FA R I METAL STUD 6 WOOD TO GYP TRANSITION 89 MONROE CEN400 TER SCALE: 3" = 1'-0" SUITE GRAND RAPIDS, Ml 49503 USA TEL +1.616.771.0909 www.ghafari.corn 0 0 0 V - • SPECIALTY PLASTER OVER =rte 3 5/8" GYP BD ON 3 518" REGISTRATION SEAL METAL STUDS • 6'-0"VERTICAL TRACK LIGHT FIXTURE - REFER TO SHEET 314"X 3/4"WALNUT TRIM ^.-• : 04.� PIECE, STAIN TO MATCH ,(::. WOOD TILES RAYMOND 3 S. CLARK`= CASHWRAP TOP VIEW- Q, ITT. % SCALE: 314" = 1'-0" 04563��9.1 66 / // ''I / 11 ' LINE OF BACKWRAP , a/��f NOS' �' F.' C 1-7-i- � � "f4'' � �r 1 � `J�]r OF o L J r i iI'-'-'N''-'n \ 1 r PRE-FINISHED CASHWRAP r .'s- .S..S. SSS. t'i C"'S S 4 c { c ccc c c. c r «4,ci4 i N II I I / I I .. �• •-•-•-•- WALNUT TRIM PIECE. ---\-- STAIN TO MATCH - — n — J I_ ---\-- L n J WOOD TILES i i 1 I I IIS JAI ' (( SEE PLAN J �- _ - - , o o n -1 f—1 f- - - -1 o a n7 n -1 - - - -1 - - - - i [ - E — — — — 7 1Eiiii I_ � ._._ �. i J L _ _ _... ___ J f o J ri-- BACKWRAP CORNER DETAIL N 49.11 SCALE: 3" = 1'-0" 15 �_ N ,1-2 CASHWRAP BACK ELEVATION ~:: I SCALE: 3/4" = 1'-0" 4.5C; ms. AS A 03/08/19 DOC REL 02 - IFP #5 r I — -I REV DATE DOC REL##- DESCRIPTION WOOD TILE OVER 112" F.R.T. {N PRE-FINISHED CASHWRAP PLYWOOD OVER 3 518" •�� "-' METAL STUDS �� N L — n — J L n - J PROJECT# 187747 SPECIALTY PLASTER OVER 3 518" METAL GYP 1 1 E I 1 �r PROJECT MANAGER M. FREDERICK co BD 3 5/8" METAL STUDS �ii ~ 'l \�� rte. .\` /� 1 �. 1 DESIGNED BY M. FREDERICK ..i I ' .'7 .`\\ DRAWN BY J. CHEDID moi. I .>' oi ,.„„,filf,,,,,„ fi,(. �, .� �, ,� �, ,� , ,� Ea� � �� ,' .' N. ,' `. ,' `. QUALCHECK A. ECKERT o '.o 00 oo �� oo b N TONGUE AND GROOVE LIGHT FIXTURE-REFER ,' SHEET TITLE PLANKS OVER 112" F.R.T. TO SHEET A4.1 \`. .'� • �`. .'' ,�`. .'' �`. ,'' iv c-ii PLYWOOD 5 5/8 .` • .` -' '� -' -' CASHWRAP DETAILS (--- -------"------- -----------_______— __/ ..._- -- -------------------- --- — r 1 _)., O Lilo F_ v\--- .Q o a 2 Ect 4 WOOD FRAME CORNER DETAIL (1 \ CASHWRAP FRONT ELEVATION A9.0 SCALE: 3"= 1'-0" ,,...__________.) SCALE: 3/4" = 1'-0" SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=20'-0"w1 1"=30.-0"i 1"=40._0"1 ._____.�s I 1..=50.0'ii issmi 1"=60._0.. 1"=80.0 � � 1"-10D'0" 1"=200_0'.i =mom= 1"=400._0"_ • 1"=500'_0"lii 1"=1000'_0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2 4' 0 4' 8' 0 4' 8' 9 8' 18' 0 8' 16' 0 16' 32' 0 16' 32' 1'.=1.-0. ..--"_ �.=1'-0.� �r i:1'=1'-0" - ---- '..=1'-0.. �- 1 i4'=1,0' 1 ,.•=1'-0" � 1�'=1'-0" M „_,=1, ALTAR ' a CASHWRAP GENERAL NOTES A. ALL DRAWERS TO HAVE A MIN. 3 112" CLEAR DEPTH. STAT E B. ALL DRAWER AND DOOR FACES TO OVERLAP CABINET EDGE FACES AND MEET AS NECESSARY TO PROVIDE SEAMLESS APPEARANCE (11 16" GAP BETWEEN FACES). C. ON ALL DRAWERS, EXCEPT TISSUE DRAWER, ADD MODULAR CROSS-CONNECTING DRAWER DIVIDERS AT 8" O.C. FRONT TO BACK AND 4" O C. LEFT TO RIGHT. D HANGER MANAGEMENT CABINET AND TISSUE DRAWER/CABINET COMBO NEEDS TO HAVE NEARLY- FULL EXTENSION FROM THE BASE CABINET TO PROVIDE CLEAR ACCESS TO THE TISSUE. E. PROVIDE FALSE PANEL AT BACK OF PRINTER/SCANNER CABINET WITH ACCESS TO POWER OUTLET AND EMPTY CONDUIT TO ASSOCIATED PEDESTAL. A 15'-0" DATA CABLE WILL BE RUN FROM RECEIPT PRINTER TO THE CASH DRAWER IN THE PEDESTAL. F. PROVIDE A 3/8"X 8" SLOT NEAR THE TOP OF THE DRAWER FACE, ABOVE THE PRINTER/SCANNER CABINET. INSIDE DRAWER, INCLUDE VERTICALLY-CENTERED CRADLE MOUNT AT 4" CLEAR FROM INSIDE FACE G. ALL SIDE WAL O OF BAG STORAGE SR DOWEL OR LOTDLL-TYPE 'TAPE DISPENSING' MECHANISM. WASHINGTON SQUARE S T HAVE (6) PEG HOLES NEAR THE MID-POINT FOR FUTURE ADJUSTABLE SHELVES. PROVIDE (2) SHELVES FOR EACH OF THE (3) SLOTS. 9345 SW WASHINGTON SQUARE RD H. AT THE FACE OF THE BAG SLOT AND WASTE CABINET OPENINGS, ADD HIDDEN DOOR IN LIEU OF SPACE NO. T-13 DOORS SO THAT THE BAG SLOT PANEL CAN BE SLID OPEN. 1. SPECIALTY FRAME TO BE ROUTED OUT TO ALLOW FOR PROPER COVERAGE OVER GLASS. TIGARD, OREGON 97223 J. AT EACH PRINTER CABINET, LOCATE OUTLET 18" MAX. FROM CABINET FACE, ON SIDE WALL AND QQ PP BELOW SLIDING SHELF. i I I I I BLIND DOOR, FINISH TO MATCH ADJACENT WALL • G H A FA R I 4) 111, 89 MONROE CENTER fi 3' - 8" C_--2'- 0" 2'- 8" 15'-8" 2'-8" 2' 0"� 3'-8" SUITE 400 `,.\°( / _� USA L GRAND R TEIDS,1 611694771.53 949 TEL TILES ON 5/8" F.R.T. PLYWOOD I ` © I www.ghafari.com A9.0 REFRIGERATOR v A9.1 1 BY OWNER I/ I CLOSET SHELVING, REFER ri _ . _ .. .. .. .. .. .. - -3 . .. 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OVERALL LENGTH OF , E FIXTURE RUN 25/16" 4, MIN UPRIGHT NEEDS TO FIT '� , Nk , INTO TUBE IN BASE/TOP J I — -- - -I— t' -'�' PLATE-ATTACH WITH SET - - . .�. - - + - - -I- - k - - - -I- - - --] ii 11 � kr SCREW OR WELD IN PLACE I. . I It I EVENT , n . I_ ,n . , li r , , FIXTURE FACE OF WALL SCALLOP AFFECT 4'STAFFER OON WALL 1,_1.. SURFACE VARIES WASHINGTON SQUARE ,I, '119345 SW WASHINGTON SQUARE RD FRONT VIEW CENTER OF COLLAR IS • SPACE NO. T-13 OPEN SO IT CAN SLIDE APPAREL WALL LIGHT FIXTURE TIGARD, OREGON 97223 t OVER THE UPRIGHT CALE: 3/4"=`2 5/16" 1/4" THREADED MIN. HOLE FOR SET SCREW, BOTH SIDES 0 4 `� Qv (---- O �•'--- LED TAPE LIGHT IN ALL RETURNS TO BE t. 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FREDERICK v ALL PANELS OF SYSTEM ACROSS ALL PANELS OF SYSTEM; o �� FASTEN WITH POUND ON CLIPS L _ _ J DRAWN BY J.CHEDID rn • Tt�� TO METAL HANGER BRACKET; 0 0 0 0 0 0 0 QUALCHECK A. ECKERT .- `\ �i ; REFER TO DETAIL 3/A9.2. C; �„ 1 _ _ _ SHEET TITLE co SCHEDULED WALL FINISH OVER �� 1/4"DIA. HILTI KWIK HUS-EZ i, GYPSUM BOARD AND METAL 48" �-- CONCRETE SCREWS© 16"O.C. STUD SUBSTRATE WALL,V.I.F. ''� WITH 2"EMBEDMENT - APPAREL WALL PROVIDE co REQUIRED NEW BLOCKING AS DETAILS N r . . © NOTES: Lu ALL VISIBLE MDF APPAREL WALL SIDE VIEW 4 APPAREL WALL SECTION APPAREL WALL ELEVATION 1 OT ERWISE NOTESRFACES TO BE COVERED WITH WC AND PAINTED W-9 BY G.C. UNLESS 0 2. ALL DRYWALL SURFACES TO BE PAINTED W-9. 9 2 SCALE: 3/4"= 1'-0" �� SCALE: 3J4"= 1'-0" SCALE: 314"= 1'-0" 3. G.C.TO PROVIDE PRIMARY APPAREL WALL SUB FRAMING, LIGHTING AND FINAL FINISH. MODULAR - ¢ �.....".� �� WALL PANEL SYSTEM TO BE PROVIDED BY MANUFACTURER AND ATTACHED TO SUB FRAMING BY cT ■+'T� G.C. A9 a 4. G.C.TO ALIGN ALL PANELS VERTICALLY AND HORIZONTALLY AND ALIGN FACES TO PROVIDED EVEN SHEET NUMBER = SURFACE FOR SCHEDULED FINISH. 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10-0"mim__,riastass„ 1 1"=20-0"rum � . 1"=30-0"■ummwttiwsg, 1"=40'-0"Iminmevii. , 1"=50-0" amommo 1 1"=60-0",inin, . 1"=80-0"_____ r I 1"=100-0"mon .,.. 1 1"=200-0"...._ 00 , 1"=400'-0"1111---111110111111111111111111111 1"=500'-0",iiimr_._..__i . 1"=1000'-0" 11 . 0 i' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 16' 37 13"=1,_O" A 1"=1'-O,. i iiI %i"=1'-0" A )S'=1'-0" 3�"_-1,-0" A V=V-0"a� 3/ie"=r-O"rmr� %"_-i.-O" /"=1.-0" )48'''1'-'0" i ALTAR ' G ,, :, '._ : . STATE , , . , . . _ . ,. . , ...4,-.„. 0.,.', ` PRE-FABRICATED 3/4"MDF • DISPLAY PANEL BY DISWASHINGTON SQUARE PANEL MANUFACTURER, CTT URPERR,, . . REFER TO FINISH PLAN AND ELEVATION FOR WALL 9345 SW WASHINGTON SQUARE RD COVERING `;� SPACE NO. T-13 TIGARD, OREGON 97223 -�_ � 5/8"GYPSUM BOARD ON k' METAL STUD FRAMING- '" REFER TO 2/A9.2 FOR PARTITION TYPE ALL RETURNS TO BE G II ft FA R I . . , , INSTALLED AFTER LIGHTING FIXTURE - , INSTALLATION CUBIC, FLEX SINGLE POINT DISPLAY SYSTEM, 89 MONROE CENTER • CUBIC, FLEX SINGLE POINT CUBIC, FLEX SINGLE POINT 3 5/8"X 20 GA RECEPTOR D20 REAR SUITE 400 DISPLAY SYSTEM, DISPLAY SYSTEM, MIN METAL CAPPED TYP. BY DISPLAY GRAND RAPIDS, MI 49503 USA • , RECEPTOR D20 REAR RECEPTOR D20 REAR STUDS @16"O.C. SYSTEM VENDOR TEL +1.616.771.0909 WOOD LEDGER BOARD, CAPPED TYP. BY DISPLAY © CAPPED TYP. BY DISPLAY ighwww.ghafari.com FRENCH CLEAT. SCREW SYSTEM VENDOR SYSTEM VENDOR EDGE OF WOOD SHELF EACH HALF-CLEAT TO WOOD SHELF A9.3 A9.3 APPAREL WALL WALL STUD BEHIND WITH# 3 5/8"X 20 GA MIN METAL BY VENDOR = STEM ENDCAP; 12 WOOD TO METAL STUDS @16"O.C. REFER TO 2/A9.2 SCREW,TYP. - - - - x 3/4"F.R.T.WOOD �?� I• �,. 3/4"F.R.T. ' - n., . . . ., - a 1 ,, ' ,- WOOD 1/4"DIA HILTI KWIK BLOCKING, TYP - �1 BLOCKING, HUS-EZ CONCRETE o0 _`..: 7 h ..4 TYP _ :a• , .... ry. SCREWS @16 O.C. - 3/4"MDF DISPLAY PANEL niN W/2"EMBEDMENT - " � S. ____ � — _�� 1 BY DISPLAY PANEL LED STRIPyle 6" 6" °D WOOD SHELF 3/4"F.R.T. MANUFACTURER FABRIC LIGHT FIXTURE, BY VENDOR WOOD WRAPPED AND PAINTEd BY TYP.ALONG BLOCKING,TYP G.C. SIDES AND TOP 3/4"MDF DISPLAY PANEL BY DISPLAY PANEL LED STRIP LIGHT 3/4"MDF DISPLAY PANEL 3 5/8"X 20 GA REGISTRATION SEAL DISCOUNT WALL SECTION MANUFACTURER FABRIC FIXTURE,TYP. BY DISPLAY PANEL MIN METAL 9WRAPPED AND PAINTED BY ALONG SIDES MANUFACTURER FABRIC STUDS @16"O.C. — SCALE: 3/4"= 1'-0" DISPLAY WALL PLAN G.C. AND TOP WRAPPED AND PAINTED BY ' 9,ei SCALE: 3/4"= 1'-0" G.C. RAYARONQ A SUSPENDEDF ECEILING S. CLARK ,- \\\.\ + + REFLECTED CEILING PLAN O 458.3 ,. ALL INSTALLED TO + + / /� AFTER \ + + LIGHTING FIXTURE /'J =7.:,/:r1,3i# ""`+ INSTALLATION LIGHT FIXTURE, LIGHT FIXTURE, NOa' CONTINUOUS ACROSS CONTINUOUS ACROSS •-.-...__________,....„_____ ALL PANELS ALL PANELS 14.1 OF a LIGHT FIXTURE, „ - „ CONTINUOUS ACROSS ALL ' 1 0 )' 5/8”GYPSUM BOARD 4-4 j, 4-0 e 4 0 PANELS OF SYSTEM; S, 8" j, / -7t REFER TO DETAIL 3/A9.2 I j t I I t.�\\� LIGHT FIXTURE, \ 1 ` CONTINUOUS ACROSS G ALL PANELS OF -��\\ , SYSTEM T T 1 1 r 7 r -1 ti LED STRIP LIGHT LIGHT FIXTURE . FIXTURE,TYP.ALONG • SIDES AND TOP CUBIC, FLEX SINGLE CUBIC, FLEX SINGLE 0 0 o POINT DISPLAY SYSTEM 0 0 ° POINT DISPLAY SYSTEM 0 0 0 • . NN , , 3/4"F.R.T. PLYWOOD RECEPTOR D20 REAR RECEPTOR D20 REAR PAINTED GYP. BOARD BLOCKING, (TYP.) CAPPED TYP. BY CAPPED TYP. BY 0 0 DISPLAY SYSTEM 0 0 DISPLAY SYSTEM 0 0 0 • PRE-FABRICATED 3/4"MDF VENDOR VENDOR Ni\s. . , DISPLAY PANEL BY DISPLAY \ PANEL MANUFACTURER, 0 0 0 0 0 0 �O 0 0 REFER TO FINISH PLAN AND ELEVATION FOR WALL3/4"MDF DISPLAY PANEL 3/4"MDF DISPLAY PANEL 3/4"MDF, REFER TO FINISH : , COVERING 0 0 0 BY DISPLAY PANEL 0 0 0 BY DISPLAY PANEL 0 0 0 6 PLAN �`T`. " ....-- 5/8"GYPSUM BOARD ON I MANUFACTURER. MANUFACTURER. A9.3 • FABRIC WRAPPED, FABRIC WRAPPED, di , METAL STUD FRAMING - v 0 0 0 REFER TO FINISH PLAN o o ° REFER TO FINISH PLAN ° 0. o REFER TO 2/A9.2 FOR o PARTITION TYPE o) • 0 0 0 0 0 0 0 0 0 WOOD LEDGER BOARD, EDGE OF APPAREL CONVENIENCE OUTLET. , FRENCH CLEAT. SCREW REFER TO ELECTRICAL EACH HALF-CLEAT TO 0 0 0 0 0 0 WALL STEM 0 0 0DESCRIPTION REV DATE DOC REL##-A 03/08/19 DOC REL 02-IFP DRAWINGS WALL STUD BEHIND WITH# ENDCAP REFER TO SHEET 3&4A/704 12 WOOD TO METAL \ , h SCREW, TYP. 0 0 0 0 0 0 0 0 0 PROJECT# 187747 PROJECT MANAGER M. FREDERICK Q M WOOD SHELF 0 0 0 0 0 0 0 0 0 LIGHT FIXTURE, CONTINUOUS ACROSS ALL • _ WOOD SHELF WOOD SHELF DESIGNED BY M. FREDERICK PANELS OF SYSTEM; 0 : LIGHT FIXTURE, BY VENDOR •�,.. DRAWN BY J. CHEDID REFER TO DETAIL 3/A9.2 /r CONTINUOUS ACROSS ' �```,,, \ r / . ALL PANELS OF \ �. I i i i i .` r .r i i i ii V . 1 .- r i i i i i ,zi z , I J'i i i i " r i i i Z . I QUALCHECK A. ECKERT O \\\ / M SCHEDULED WALL FINISH ?� Ilio, SYSTEM - — L J c, OVERHGYP BOARD AND T ` SHEET TITLE y, (y J 'J CSL — —J _---- _----• METAL STUD SUBSTRATE i9 - N D I S P LAY WALL AND o BLOCKING AS REQUIRED N HUS EZ CONCRETE ��\��\ eco .' _• ``N 2'-8" 2'-8" 2'-8" FEATURE WALL (NI SCREWS @16 O.C. b . I / / O O W/2"EMBEDMENT \ o -' DETAILS T W i U NOTE: 00 1. ALL VISIBLE MDF SURFACES TO BE COVERED WITH WC AND PAINTED P-1A UNLESS OTHERWISE NOTED. it (...- � DISPLAY WALL SIDE VIEW 2 DISPLAY WALL SECTION DISPLAY WALL ELEVATION 2. ALL DRYWALL SURFACES TO BE PAINTEDP-1A ` 3. REFER TO FINISH PLAN AND ELEVATION FOR WALL ��• 3 Qt q 9.3 J SCALE: 3/4"= 1,-0" 9 3 SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" COVERING SHEET NUMBER - i �i ttt J 4. CONFIRM INSTALLATION WITH MANUFACTURER SHOP DRAWINGS. 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"iini_____._iiimmummi , 1"=20'-0"ammo MINOMMINIM 1"=30'-0"summili I 1°240'-0".....,___,..... i 1"=50'-0"rrum INA i 1"=60'-0"moo roommime , 1"=80'-O" _ mtwo I 1"=100'-0"�► mo I 1"=200'-0"immon_mossismimM , 1"=400.-0"....._11111111a 1"=500'-0" 1"=1000'-0" iii 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 16' 32 1X"•1'-0"annimo____ i 1"=1'-0" - , Y4" i-0-lomoiV=V-0"sirallifir . ii"=1.-0"iimmiL , r=1'-0"iiiiiimalsomio 3Ae=1.-0"iiii , is..1.-0"...I. , 3/32...1,0-........,_ , 4e=1.-0"1. ,... I- THIN BRICK VENEER OVER 5/8" A LTA R 5 a CEMENT BOARD OVER 35/8" METAL STUDS NOTE: I\/ flt 3/4"F.R.T. PLYWOOD FASTEN 3.500 X 1.25 ROUND HSS 1. ALL VISIBLE MDF SURFACE TO BE COVERED • 6 S TAT E WC-4 BY G.C. UNLESS OTHERWISE NOTED DIAGONAL BRACING >..., ,. --- , . PROVIDE (3)3 5/8"X 20 GA.TYP. TO STUDS WITH#12 WOOD- COLUMN, PAINT PT-4 A9.4 2. ALL DRYWALL SURFACES TO BE PAINTED TO EXTEND TO DECK --"' ::''- - - -" - - --J'\ CEILING JOISTSDIRECTLY OVER ; . TO-METAL SCREWS @ 16" 4'-6" PT-3A -• STEEL PLATE O.C. -TYP. •k, • _)( / t ,.._, 3. FOR STEEL HSS, SEE 4/A703 FOR FLOOR '. I _ _ _ _., " \\\ \,,, \N„„\\\.\\.\-\\NN\\.\\\\.\\r,,, \ \,,,,\\\\.\\,,,,,,,.\\\.\\.\\\.\\ CONNECTION AND 5/A703 FOR SOFFIT - . \ \ . CONNECTION DETAIL. PAINT PT-4A ___.-- --- EXTEND 3.5 HASS MIN.4"INTO 'to \ Mj:;13,,,,,117,)/311/714111p11;,,/17,)111))/,;,=/;,1174/0(,(7'te4k:1;7//7/ ' ' ,--1 .• 4.00 HSS SLEEVE ___ __ \ % ' 10 N .' ,..,-- N 1 \., 2 X 8 LEDGER CLEAT BOARD I . ' , .,. . .,JA Ai irA k) • \ .1 \ 'kg - • \ 4' _l iiiiiii \ \‘, MOUNTED TO ACCESSORY - '— 3.500 4.4 ....„.........., \ WALL PANEL, (2)#10 WOOD- . — .. \ .(' ....-- . 3.500 X 0.25 ROUND HSS Zo t_____. TO-METAL SCREWS AT EACH 3.5 X 0.25 ROUND HSS ' (Mit((«ms.w.“((((«((«mmuccucuuckumma . \ STUDS /--- EXISTING CONC.SLAB '`.\\ .\\\\ ",\ \\\\\\\\.\\\\\\-\ \\\'\N'0,\\N-- -\<-\\-\--\.-\;.....N....\-„\----- "-- C3X5 WELDED TO COLUMN WAS SQUARE ,-,. N - 3 5/8"X 20 GA. METAL STUDS© : ....'. ..,., c\.. -..•-•-•,‘‘,..t.%__<‘•-•-\01 16"0.C. (TYP) - - - . -4' • -1 ' • '1 ' 4- " CUBIC FLEX-D WALL PANEL SYSTEM-BY DISPLAY PANEL ,r WITH 1/8"X 1"FILLET WELDS ijr. @ 8"O.C. -TYP. EACH SIDE 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 ,. , , . _ . . 'N• BOX-OUT OPENING, G.C.TO ,,. :, -- . -.,,-: ,. VENDOR SCREW STUD TO C3 WITH(2) TIGARD, OREGON 97223 PROVIDE AND INSTALL BREAK #12 SCREWS @ 12"O.C. FULL METAL CEILING RING WHERE 3.5 HEIGHT-TYP. ___....N.____ HSS PENETRATES SOFFIT ACCESSORY WALL PLAN TYP U.N.O. 6"METAL STUDS, 16 GA MIN.- SECTION DETAIL - BB SECTION DETAIL - BB **--"3" 9.4 SCALE: 1 1/2"= ---,...---- SLEEVE TO\ PROVIDE(3)3 5/8"X 20 SLEEVE TO> 3.500 X 0.25 ROUND HSS GA.rip. CEILING PLATE PLATE/ N 1/8 N1/8 iit FA R I _4,..0"_ JOISTS DIRECTLY OVER STEEL PLATE 1 - 0 1/4"X 8"X 8"PLATE .' I ,. G l ••.\\ )' ir .,),.. . 89 MONROE CENTER - JB 1 ---- 4"X 0.1875"X 6"LONG ROUND HSS SLEEVE Now- k 4.00 X 0.1875 X 6"LONG ROUND .' . • .- .... • ..- \.. I , SUITE 400 HSS SLEEVE EXISTING COLUMN(S)SEE PLAN 1 0 0.4....._ it_ --) B ' 2B 0 f c (8)3/16"DIA. COUNTERSUNK ± 1 ..." -- •• ," 4, ,- .t .-- \- \ " \ -- ' N', N----j--- • :/• "7 dc" ; • ,• L . -, ) ' ' 0 .e./ • 4/ .• e • de,,e,„e- zoo. . /4,.." ,, 1 I i GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com WNC. SCREWS IN 7"X 7"PATTEN SEE PLAN AND FINISH , .. I . (8)#12 SCREWS, PLATE- CENTERED ON PLATE AND PLAN FOR PIER > ,‘ D ! to _., TO STUDS PRE-DRILL COLUMN. EMBED ANCHORS 2" INFORMATION -N / ,, 44),,,, 4* H — - — I PLAN DETAIL -AA PILOT HOLES IN PALTE PLAN DETAIL -AA INTO CONC.SLAB PRE-DRILL — --' ' k.,,,_ ,..) '..; LI-I I 4,• . k..- ef 4" PILOT HOLES IN PLATE AND .• if ..ef_,•- 1/4"X 8"X 8"PLATE COUNTERSINK , -. __, r. , / I I z• z.i. ,oF 1 • •' • • I • ----1- r ' . • ,,,, „ . , ..., ..., • _ _ _, - - - - - - - Y - - - - \--r / T - I . "---ii-) ACCESSORY WALL CEILING DETAIL ---7-) ACCESSORY WALL FLOOR DETAIL 9.4 SCALE: 1 1/2"= 1'-0" 9A SCALE: 1 1/2"= • : ••• : ------- -------- --) d) ACCESSORY 1'-0"SCALE: 3/4" WALL PLAN __________________. REGISTRATION SEAL n = Mk mu A9.4 8 ----...---- A9.4 se"T'DRAYIV1011!% BRICK BULKHEAD TO r___ UNDERSIDE OF GYP .. fo „.•, /... SOFFIT OR UNDERSIDE : OF FAUX JOISTS WHERE i I S. CLARK «.3- NO GYP SOFFIT IS o 4583 , ,. I / -.., . . ..- I , I. NOC Ilikk MDF CLOSURE PANEL SOFFIT OR SOFFIT OR WITH FINISH TO MATCH BULKHEAD d BULKHEAD , VERTICAL END PANELS- ..i...........,ci w /8 OF a BY DISPLAY PANEL 3.500 X.25 .- 3.500 X.25 VENDOR . .. ROUND HSS .. ROUND HSS d — _ : ,1, 1 ,1 s COLUMN .....„,,, -- - -1 COLUMN ..----- ---- Lu , „ — • t - , PAINT PT-4 --\,- 2 X 8 LEDGER CLEAT 2 - N r P --I BOARD MOUNTED TO 1, x • 4'-6” ACCESSORY WALL PANEL, ',11 , ‘, 0 (2)#10 WOOD-TO-METAL SCREWS AT EACH STUDS , t N 0 0 0 0 0 0 0 t , SEE PLANS FOR PIER INFORMATION 6"METAL STUDS, 16 GA MIN.-TYP U.N.O. - 1 v , CUBIC FLEX-D WALL N. PANEL SYSTEM-BY 0 0 0 o o o o , DISPLAY PANEL - , . , VENDOR CUBIC FLEX-D WALL , E N PANEL SYSTEM-BY ! 0 4'l ..------4.-: 0 0 0 0 0 0 0 DISPLAY PANEL VENDOR , 3 2 \ A9.4 I I , ''.i? 0 E? A9,4 1101 ' • b) , , b) CUBIC FLEX-D WALL PANEL SYSTEM-BY 0 0 0 E? 0 0 0 0 DISPLAY PANEL Zs) , . : , 0 A 03/08/19 DOC REL 02- IFP : . 0 0 0 o o 0 0 REV DATE DOC REL*It-DESCRIPTION 2 X 8 LEDGER CLEAT BOARD MOUNTED TO , ACCESSORY WALL PANEL, , : tc (2)#10 WOOD-TO-METAL , ,v 0 PROJECT# 187747 • SCREWS AT EACH STUDS • , 0 0 o 0 o o 0 PROJECT MANAGER M. FREDERICK (NI ('40) ;._• OA DESIGNED BY M. FREDERICK v. A9.4 DRAWN BY J.CHEDID o 0 c) ° - ., — _..... 0 0 0 0 SHEET TITLE QUALCHECK A. ECKERT z--\ 0 0 0 TQMDF CLOSURE PANEL 1 r-27:---.....,.• 14' .' ' WITH FINISH TO MATCH ' tlinmir L ____ ....._ .1 VERTICAL END PANELS- : El ,__ _ , ,. ' ,, „,\1/4____, ,, \ ACCESSORY AND BY DISPLAY PANEL I I VENDOR L 1 ' co d d --N1/4- FLOATING WALL , . w 8 3.500 X 1.25 ROUND HSS I .........„....---' Lu 1 © COLUMN, PAINT PT-4 DETAILS 0 11J f-- < , k 0 ....................----.- 0 CO Q) ) ACCESSORY WALL SECTION ACCESSORY WALL SIDE VIEW 4 ACCESSORY WALL FRONT VIEW ACCESSORY WALL ELpVATION . 9A E2 SCALE: 3/4"= 1-0" SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1-0" SCALE: 3/4"= i_c" A9.4 LL SHEET NUMBER - .er ------.- ±." 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500 1000' 0 1000' 2000' 1".10.-0 ,...i._•••••••mo , 1"=20.-0"imi......_........ . 1"=30.-0"Nom mommo•••• 1"=40'-0"imm______ , 1"=50'-O"amm1"=6C?-0"somen_mmigmimm I 1"=80'-0"- , 1".200'-0"lin , 1".-500.-0"iimm, mmemo. , 1=1000.-0" mint-iii 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' ineim . X"=1 :1"immumirimp I 341=.10"somms • Y4""1'-0"amen , L Yle'r-O"MminotI 1C=1-0"immil.._ . 3/32".=1'-0"immini I Yie".t4r k....._.......... ALTAR3a . .. CEILING MEDALLION ..... ....-- PAINTED GYP BD WALL STATE LIGHT FIXTURE, , __ ________----------- REFER TO SHEET A4.1 j-- SINGLE DECORATIVE 21-0" -\\ .\\.\\--.....t.,...„....... '' '::: HANG RAIL, REFER TO t PAINTED GYP BD ... / 3/A10.0 -.. 3/4"X 8"F.R.T. PLYWOOD DOUBLE WALL :ATM GYP BD - -\ -.\\- --- IN-WALL BLOCKING DECORATIVE HANG RAIL, - - MIRROR, REFER TO \ REFER TO 3/A10.0 ----_ __(--":--:- 1" ....N_ HOOK --. .Or DETAIL 3/A10.1 3/4"F.R.T. PLYWOOD ' ---------------.6.0 --\---C / WALL SCONCE(X2 EA. - -1 ....'" / .........„...,..............„. TWoOsOHDEDEOTOGRi,.5REFER FITTING ROOM) ,,'‘. / WASHINGTON SQUARE .,....-- LIGHT FIXTURE, REFER 0 t , WOOD DOOR, REFER / .....- ... I" TO SHEET A4.1 RL EGFHETRFTI XoT sU HR EE E, T A4.1 ,- // RECEPTACLE- b II, ,•0, - TO SHEET G1.5 9345 SW WASHINGTON SQUARE RD / • SPACE NO. T-13 REFER TO Zo . ELECTRICAL MIRROR, REFER TO \ TIGARD, OREGON 97223 ...i TO DETAIL 1/A10.1 SHEETS x / EQ DETAIL 3/A10.1 EQ / EQ EQ WOOD DOOR, REFER / i--- WOOD BENCH, REFER , \ TO SHEET G1.5 `!. b / , kr . \ , , in 1 3/4"X 8"F.R.T.WOOD BENCH, PLYWOOD co \ REFER TO zn / Er) \ l'-4",,," REFER TO 7- IN-WALL BLOCKING -, DETAIL 1/A10.1 - MATCH DOOR .\ , 10 WOOD BASE TO MATCH CASING, MITER \ /- WOOD BASE TO MATCH /- WOOD BASE TO DOOR CASING, MITER - -' .. - CORNER b is> 1 // MATCH DOOR / CORNER ,:c2, - / DOOR CASING, MITER WOOD BASE TO • ELECTRICAL SHEETS CORNER N .... .* / CASING, MITER . . - o CORNER G H A FAR I FIRST FLOOR iiFIRST FLOOR ,, ,-- •, 1 \\\\\ \\\\\\\V\\\ f< FIRST FLOOR didik ,.- 1 / FIRST FLOOR di ` 1001-0" 100'-0" 100'-0" 19-1 '. "1, 100'-0" 11-1 89 MONROE CENTER SUITE 400 (1711) FITTING ROOM ELEVATION (---G- FITTING ROOM ELEVATION GRAND RAPIDS, MI 49503 USA (Th FITTING ROOM ELEVATION ri) FITTING ROOM ELEVATION TEL+1.616.771.0909 Al0.0 SCALE: 1/2"= 11-0" A10.0 SCALE: 1/2"= I-0" A10.0 SCALE: 1/2"= 1'-0" ‘A10.0 SCALE: 1/2"= 11-0" www.ghafari.com --....---- ----.....---- ---._.--- ------ - _ . • CEILING MEDALLION .---- PAINTED GYP BD WALL . -- ..a---------------- . ,.............-- ICLIFtFIXoTriLT AING '- A4.1 . - --\\: DECORATIVE t 2 '-0" t 41111 , HANG RAIL, PAINTED GYP BD PAINTED GYP BD REFER TO 3/A10.0 WALL \ 3/4"X 8"F.R.T. PLYWOOD i .44/ WALL REGISTRATION SEAL / ' • HOOK _ LIGHT FIXTURE, 3/4"F.R.T. PLYVVOOD REFER TO SHEET \ / ,..., ,,,,T WOOD DOOR, REFER TO SHEET G1.5 4.011) 44,, A4.1 „0„..... WFIALILNSGCROONOCME)(X2 EA. / N / // . WOOD DOOR, REFER TO SHEET G1.5 RAYMOND .c,.:). ,.„„_. wsH0E0EDT DG0105R, REFER TO .- S. CLARK ir.0.3 zo \ 1 WOOD BENCH, DOUBLE REFER TO DETAIL MIRROR, REFER TO \ o 4583 DECORATIVE DETAIL 3/A10.1 \ --- WOOD BENCH, REFER 1/A10.1 &.; HANG RAIL' IINO4 --, TO DETAIL 1/A10.1 Nk REFER TO 3/A10.0 --- 3/4"X 8"F.R.T. PLYWOOD IN-WALL BLOCKING \ OF a WMAOTOCDHBDAOSOERTO . - --\-\ - - - - ----\ i/L -,..4- WOOD BASE TO MATCH \ , /7-- WOOD BASE TO WDOOOORDCBAASSIENGTOMMITAETRCH CASING, MITER - MATCH DOOR //// CORNER CORNER \ --\\ \_ \,. \._ \___ _ _ __\._\._N DOOR CASING, MITER CORNER CASING, MITER o- CORNER F.- FIRST;-. A FIRST FLOOR ,4 \\\\\\\\ \\\\\\\ \\ FIRST FLOOR di , FIRST FLOOR FIRST FLOOR 4t, _ - 1001-0" 1001-0" 1-i ` 1001-0" ., 1001-0" /7- 1 ADA FITTING ROOM ELEVATION /C-) ADA FITTING ROOM ELEVATION ADA r ADA FITTING ROOM ELEVATION itk) ADA FITTING ROOM ELEVATION 0 . • `A10 SCALE: 1/2"= 11-0" Al 0 0 . SCALE: 1/2"= 11-0" A10.0 SCALE: 1/2"= 11-0" A10.0 SCALE: 1/2"= 11-0" --------- ------- ------- -------- REFER TO SHEET A2.2 - , EQ 6" 2'-0" 6" EQ DOUBLE HANG BAR, REFER TO SHEET A2.2 / 1 i REFER TO DETAIL , li 3/A10.0 i EQ. 2'-2" EQ. I I 1 e i / V r LIGHT FIXTURE, LIGHT FIXTURE, REFER 1 _ MIRROR, REFER TO 1 ' 1 /7".1.------------ '- REFER TO SHEET TO SHEET A4.1 a Li! Ns irli L"--- ^,...., I ,,.___ _ _ _ 4 ce. ) , _ _ DETAIL 3/A10.1 MIRROR, REFER TO Zo cNI DETAIL 3/A10.1 B A 03/08/19 DOC REL 02-IFP C'., -'-\. - .41 1-"*"... RAIL, REFER TO DETAIL REV DATE DOC REL##-DESCRIPTION - • - - - --C-- 1- A. ..---- DECORATIVE HANG Lu A C b LU A10.0 3/A10.0 F- I LU ' F ci) LU N = Ak.. 0 `I G i- 4 PROJECT# 187747 2 DECORATIVE BARS- 0 i_ -\.. -. A10.0 E -- INTERMEDIATE LEDGER LU LOCATION AT PROJECT MANAGER M. FREDERICK < COORDINATE EXACT SPEC ____Ar. u_ 3'-6" a 10 LU ,i, , / ACCESSABLE BENCH WITH OWNER'S PM ,-... .4 Lu --Nc. - ,,,„„ 1.---- 1, I DESIGNED BY M. FREDERICK c2 , 51/2" 1• A u_ ' 0 LU 0 HOOK \F\i 1 i / I LU ' • • DRAWN BY E. HANSEL o . ,,..,... • /- 24"X42"ACCESSIBLE ,-• :•• )11 -Ns- - _ F2 FITTING ROOM GENERAL NOTES -",::' ?I 3 r--:-:, I I ::r ,..) 0: b ,,,,,/ BENCH WITH 1X6 WOOD QUALCHECK A. ECKERT - 77 •‘ 11 kr /1 1'-0" ,4 - • co, it _ a EDGE TRIM MOUNTED SHEET TITLE G.C.TO APPLY A SMALL BEAD(1/16"TYP)OF PAINTABLE WHITE ACRYLIC SEALANT TO THE PERIMETER OF .... 0 1 :-: 2 .;-- / z.1 #7 TO WALL ON TWO SIDES C;3 MIRROR(WHERE EDGE MEETS WALL)AND AT ALL LOCATIONS WHERE SEAMS EXIST INSIDE OF THE • .4•44 ,.,,IX -;-.3 / _ ,A•e5ri .2 S r . . WITH KICKER FROM FITTING ROOMS. WIPE OFF ANY EXCESS SEALANT IMMEDIATELY AFTER INSTALLATION-TYP FOR ALL ,• ... 2" •',' SSI 3/4"F.R.T. PLYWOOD •:-..,2 - ....., WOOD BENCH, REFER"st71-r / I 1 - 1 I ill . ....._ . UNDERSIDE FITTING ROOM FITTING ROOMS. 4' / ' ,F,N.M 4, NW • F ut.. TO DETAIL 1/A10.1 a- m • .1 .„- 4 BACKING -, •.•• -- _-_-- INTERIOR ELEVATIONS c,g, G.C. TO INSTALL BASE TIGHT TO THE FLOOR IN FITTING ROOMS PRIOR TO INSTALLATION OF CARPET. EQ2'-0" _F! ....--------."-V . EQ. Ark - 0 G.C.TO ENSURE THERE ARE NO GAPS BETWEEN THE BASE AND CARPET AFTER INSTALLATION IS SINGLE HANG BAR , I- , I Luo) COMPLETE. A10.1 I-- .-< G C. TO ENSURE ADEQUATE F.R.T. IN WALL BLOCKING FOR ALL WALL MOUNTED ITEMS. O c.) 0 Cl) DETAILS ARE FOR REFERENCE ONLY. FITTING ROOM HANGER DETAIL ENLARGED FITTING ROOM - TYPICAL 1"--) ENLARGED FITTING ROOM - ADA . EE PLANS ARE FOR FIXTURE ILLUSTRATIONS-FOR EXACT ROOM SIZE,CONFIGURATIONS AND DOOR SWINGS, REFER TO A101. (CONSTRUCTION PLANS) SCALE: 3"= 11-0" .2 SCALE: 1/2"= 11-0" .2 SCALE: 1/2"= 11-0" A10.0 < u_ - < -..------ ------- SHEET NUMBER I 0 . 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"•=10'-0 1=20'.0"immin iiim I 1"=-30'0"im . 1"=-40'-0"momm..... . 1"=-51Y-0"mmin " . 1"=.60'-0"Ammai imiumi . 1"=80.-0"immt_Ne I 1..100'-0"goigi , 1"=200'-0"minny 1"=400`-0'timatN. I 1"=500.-0"tiorm . 1"=1000'-0" tolissomme 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 18' 32' 1r=1'-0" mum i 1"=1'-0"— tonimomm- , /4"=1'-0".....w , 3"=1'-0".rte i 3,"=1._0"..... , Y"=1'-0"Y...L Y • , /e=1'-0" ill...1r c=1'-0"r1.11 •...... , %2"=1'-0" , 316'=1'-0"ice--1111111.u.r m N ,„ ALTAR ' C .. .. ,,,, .._.::':- STATE „:. .., ,.. ..,_ . ..: .... ... 1 _ , 1.. I . ... A10.1 = WASHINGTON SQUARE 9345 SW WASHINGTON SQUARE RD 3 5/8"METAL STUD (----1 , .,_A BLOCKING, MOUNTED SPACE N{}. T-13 HORIZONTALLY _ _ TIGARD, OREGON 97223 I iI - \\ \ \\: \1\ \\\\` \1\1\\\ \\\ M\\\�\�\\\\\%\\\ \�\�\�\ V\ - :,\L\ _. 1 I� 1 \ ..., — G H A FA R I .,. ,,, T ,., 4 4 T •,,_., ,, _ „.._... - 89 MONROE CENTER WOOD DOOR, SEE o GRAND RAPIDS, MI 95 3E USA \L DOOR SCHEDULE ,., FOR DETAILS `�� r i\k.\\ T • t` y,\ TEL +1.616.771.0909 \\:._,.-::,::,..„...::;:,::::_,:f.:.•,„....-c•.:.4�L. J _ . www.ghafari.com \\\\\ r"----1 . jr j T T . Y k\ii---.3 4f`7.7-"'—/trirr L---) N i Ii —.I...._ i - i \ m\ k\ WOOD CASED / OPENING (TYR) / —N\NN PAINTED GYP. BD. • EQ. • 1'-8 3/4” , EQ ON 3-5/8"METAL CAULK AS / , NEEDED EACH // STUDS SIDE(1/16"MAX.) LINEAOOF TRIM REGISTRATION SEAL BUILT-IN SHELF- REFER R VENDOR'S S SHOP At DRAWINGSAO „ow RAYMOND S. CLARK ,,.." 5 FITTING ROOM BUILT-IN SHELF DETAIL o 45831 A. ,, A10 0 SCALE: 3"= l'-0" �� f N0 ' \ '' 141 OF a GYP. BOARD WALL i SEAL ALL JOINTS AT i 2'-0" Z-CLIP MIRROR HANGER BENCH/WALL �+. ',_Q Ee / 6 ATTACH TO WALL CONNECTION WITH CLEAR j , > BLOCKING AND BACK OF SILICONE MIRRORI\ ,` \ \ �— 7 = , WITH1"X 'L LIOD PLANKS,QUID D ADHESIVEE AND CH _ 1 = FINISH NAILS(ALIGN). SET AND �— - - ` i _ _ _ _._ 3/4"X 8"F.R.T. PLYWOOD FILL WITH PUTTY TO MATCH io � � — 3/4"X 8 F.R.T. PLYWOOD • IN-WALL BLOCKING WOOD COLOR. SAND SMOOTH _),.c___ — -- IN-WALL BLOCKING PRIOR TO FINISH. `_ -"---- NAME TILE WALL SCONCE (X2 EA. - bo MOUNT BENCH TO WALL WITH 1/4" -\.— o.-"_ r FITTING ROOM) • a, GALV.OR ZINC PLATED LAG �, iv SCREWS ON 3 SIDES FROM -- HOOK CIV UNDERSIDE.G.C.TO PROVIDE SOLID IN-WALL BLOCKING(TO MEET ADA I 2X WOOD BLOCKING(IN-WALL& MIN. 120LB LOAD}. SCREW 1 1/4"INTO cu e, BLOCKING. to o o • o SURFACE) BEYOND. PANT A 03/08/19 DOC REL 02-IFP _ T.O. BENCH REV DATE DOC REL##-DESCRIPTION ,,,.C- DOOR HANDLE t° `O WALL COLOR. NOTE,AT SURFACE BLOCKING MATCH \ `'��`� �� I - P M �. \ ._M-- 1'-6"A.F.F. LOCATION, DO NOT ATTACH ";: KW«,( «((�ll�a (l r < ( (l<< a ( ( `, MIRROR TO SURFACE c —tet BLOCKING :: PROJECT# 187747 --------- - WALL MIRROR „ ,, PROJECT MANAGER M. FREDERICK 0 24”X 72"OVERALL " cois) WALL MIRROR „ DESIGNED BY M. FREDERICK 24"X 72"OVERALL , _ "l o N •:::, ` DRAWN BY J.CHEDID T 1 X 6 WOOD FACE TRIM QUALCHECK A. ECKERT � c.l `y 3/4"X 8"F.R.T. PLYWOOD SHEET TITLE r `� i 3/4"X 8"F.R.T. PLYWOOD IN-WALL BLOCKING ' 1l2 F.R.T. PLYWOOD BASE FITTING ROOM IN-WALL BLOCKING ` _ 2 X 4 WOOD FRAMING (ALL SIDES OF ,�% o = BENCH) DETAILS o - -• ' — Z-CLIP MIRROR HANGER CN '' ATTACH TO WALL ^ "-'--- 2 X WOOD BLOCKING AS REQUIRED w - ., -.r. =T BLOCKING AND BACK OF \ 1— MIRROR V v 0 co co 4 FITTING ROOM DOOR ELEVATION FITTING ROOM MIRROR ELEVATION FITTING ROOM MIRROR SECTION /1-) FITTING ROOM BUILT-IN BENCHEA� O.'�SCALE: 314"= 1'-0" SCALE: 3/4"= 1"-0" SCALE: 3/4"= 1'-0" 0.1 SCALE: 3"= 1'-0" SHEET NUMBER c� �1 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10,-0",ii �m 1 20'_0"r�__r.� 1"=30'-0"� _ 1"=40'-0" .ter , 1"=50'-0" 1"=60'-0" —�maso , 1"=80'-0"...._w�� , 1"=10(Y-0"immi �� , 1"=200'-0"im �oo , 1"=400'-0" wnimrr i 1"=500'-0".a 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 16' 32' %"=1'-0"giumum I 1..=1.-0.. a/n"=1'-0"einimm , X..=1.-0..a� 1 3..=1.-0"Immo %"=1'-0"i 3/1e'=1'-0"rsiiiiM I V=1'-0"imir—mmoimin 1 3(32"=V-0" 345'=1'-0"....,_ ALTAR ' a • STATE 34.7 34.7 6 WASHINGTON SQUARE A11.0 9345 SW WASHINGTON SQUARE RD 2 1/2" SPACE NO. T-13 4'-8" 13'-9" . . 'I' r___....../.._. TIGARD, OREGON 97223 15 TREADS AT 11" -- NEW OPENING -1'-0" FRAMINIG-SEE RETURN STRUCTURAL SECQND FLOOR SECOND FLOOR 1112"DIA SCH 40, !� -.-7- V 118'-4" $ ` 118'-4" STANDARD STEEL ) HANDRAIL TO /� POST �_ // T i "1 G H A FA R I PIPE,TOP,INTERMEDIATE AND — AND HANDRAILScr) t N — .. . m 89 MONROE CENTER ix cr) w ....... 89 _ SUITE 400 4, 0) W ,____`___ — °' LANDING 15 TREADS AT 11" GRAND RAPIDS, MI 49503 USA . .7" TEL +1.616.771.0909 4 STAIR BEYOND d www.ghafari.com , 1/4"CLOSURE — ` WORK POINT LINE PLATESEE COMPOSITE �CHA� NGO FN�NEELR _� ' r/— PLAN FOR 2"COILL ON METAL SEE STRUCTURAL E- I SHELVING. _ r • PAN TREADS WITH CAST NNNN — — � ABRASIVE NOSING y P I `', FIN FLR (... '____ — — LU a _ ce _ is) ci w /,'"' - / DREAMSTEAMER — _ �r REGISTRATION SEAL 1-' irks:/ / NEW NEW W10-SEE FIRST a0FLOOR00 ,' FIRST 00'O0" STRUCTURAL STAIR RUN / çD `" L.._.. RAYMOND � 6 CONCRETE METAL PAN STAIR AT HIGHEST POINT 4 STAIR SECTION 2 STAIR SECTION AI S. CLARK � A11 .0 SCALE: 1"= 1'-0" SCALE: 1/4"= 1-0" SCALE: 1/4"= 1'-0" A11.0 0 4583 .2 " 1� fii / r•.. N0.' "'\, —„ iht OF a QQ C 1 1/2"DIA SCH 40, } 1 1i2"DIA SCH 40,STANDARD STEEL STANDARD STEEL PIPE,TOP, PIPE'TOP' INTERMEDIATE AND INTERMEDIATE AND HANDRAILS HANDRAILS O ( SE:,OND FLOOR Y 118'-4" ABRASIVE NOSING, tx 3"CONC FILL ON S "� w I- iv Cl) I 10 GA METAL PANS, t> ��I I a, 0 I REINF W/6x6 _ — — ( O � w W 2.9xW2.9 WWF(TYP) 1� d m -)7,7,7 " A 03/08/19 DOC REL 02-IFP l r�e o I REV DATE DOC REL##-DESCRIPTION — �r �` r- - - - - - - � - - - - WORK POINT LINE - ..$ T/LANDING , .4, PT �� - I I PROJECT# 187747 4r1..'1 ".:', .9^ '' ' - • PROJECT MANAGER M. FREDERICKT — . Io — i re DESIGNED BY Designer —„• 'N. - I - DRAWN BY Author CnUj cm L3x3 C6 �� CHANNEL STRINGER - i 114"GLOSURE = a, QUALCHECK Checker E) 1\ M CHANNEL STRINGER ~ FIN FLR OR PAVING 1� i PLATE _ _ m SHEET TITLE METAL '� 'k L4x3x1/4x0'-6" _ = J — CONSTRUCTION 2" FILL ON L4x3x1/4x0-6 LG(LLH), DETAILS PAN TREADS(TYP) STAIR RUN T(TYP) ANCHOR TO SLAB o « WITH(2), 3/4"DIA x 6" 1RSTOOR 0_ C\ILG EXP ANCHORS k ' {.0'-0" U co Lu O co co n.0 CONCRETE METAL PAN STAIR AT INTERMEDIATE LANDING3 CONCRETE METAL PAN STAIR AT LOWEST POINT STAIR SECTION Q ASCALE: 1"= 1'-0" A11 .0 SCALE: 1"= 1'-0" SCALE: 1/4"= 1'-0" A11 .0 "- SHEET NUMBER ----.--- �i <I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20-0"�� r�r� 1"=30'-0"rrnL _-Narrrrro 1"=40'-0"....___i.....10 1"=50'-0"Irrr1"=60'-0"1.0._____ , 1"=80'-0" ri I 1"=100'-0"ii Ytisisi.r.ar 1"=200'-0 1r� �� I 1"=400-0"sinsm,_ . 1"=1000'-0" ..... 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1 ,.=1,_0,.summin_ 1"=1.-0••i . Y'4"=1'-0"irsMt ' 1,_0"i i 3/F=1'_0" %"=1_0"kinnii rrimme i 3i„=1,_0"i mmMIM , %3z•=1•-0"Li , i46"=1•-0"niim MENNOMMg AT ALL VERT. STUDS W/DIAGONAL STUD ATTACHED BELOW,ADD MIN 31 5/8", 16 GA MTL STUD ALTAR ' d 2'XI4GA STRIP EACH SIDE OF STUD INFILL EA SIDE. CONNECT -I ' SHOWN. TO JOIST CHORD, EA END STAT E C' � - - - - - W/(2)-#12 SELF TAPPING +,/, ;1 ++ . + f SCREWS + NIL .446 .--- I � ' IL '�--- DOUBLE 6"BOX N 7 / BEAM W/3 5/8" �' + TRACK TOP CONNECT TO + AND BOTTOM EXISTING STRUCTURE 2"X2"20'-6"LG, 12 #12 SCREWS, TYP -...'..*.......""- , DOUBLE 6" BOX BEAM W/3 PER DETAIL GA FRAMING CLIP 1 ' --e, j 5/8"TRACK TOP AND W/(3)-#8 SCREWS EXISTING JOIST N BOTTOM EACH LEG VERT STUD WALL OR BEAM 1 `-1 .4 ++- +++ WASHINGTON SQUARE CONTINUOUS • 9345 SW WASHINGTON SQUARE RD \ TRACK(GAUGE TO B VIEW B-B CENTER DIAGONAL - - MATCH WALL SPACE NO. T-13 OVER VERTICAL STUD, EXCEPT USE ENGINEER TO REVISETIGARD, OREGON 97223 STUD 20 GAUGE MIN SCREW SIZE&FRAMING FLIP TYPICAL DBL 6"DP BEAM TO EXISTING TRACK) 2"X2"X12 GA X 6"LONG JOIST CONNECTION 2C, BASED UPON ACTUAL FRAMING CLIP EACH SIDE W/(3)-#12 SCREWS EACH G '54, LEG AT ALL VERT.STUDS WI AT DIAGONAL,ATTACH DOUBLE 6"BOX BEAM W/3 /� DIAGONAL STUD OCG' TRACK TO WALL STUD 5/8"TRACK TOP AND �-- - - - - - -1 , ATTACHED BELOW,ADD Qq,�` W/(2)-#8 SCREWS EACH SIDE BOTTOM TOM _ - MIN 2'XI4GA STRIP EACH IL G H A FA R I 1/2 MAX. ��`, + SIDE OF STUD SHOWN. (2)-#12 SCREWS + + ,''r_ @ 12"Q.C. + 1�__ q+ IL IL + * _, r_ — (2)412 SCREWS @ EACH -'+I 89 MONROE CENTER CONTINUOUS TRACK ° FLANGE OF EACH STUD (GAUGE TO MATCH WALL �� ,�" SUITE 400 * STUD, EXCEPT USE 20 DIAGONAL BRACING OPTIONS / + GRAND RAPIDS, .6M49503 USA — VERTICAL STUD WALL TEL +1.616.771 A909 GAUGE MIN TRACK) t _( .. #12 SCREWS,TYP 20 GA. DIAGONAL BRACE OPTIONS: ^�� STANDARD BRIDGING PER --�,-- www.ghafari.com DIAGONAL LENGTH-UP TO 12'-0" DIAGONAL LENGTH-12'-1"TO 20'-0" STUD MANUF VIEW C-C REQUIREMENTS VIEW D-D VIEW—E-7 --- VERTICAL STUD 1 5/8" SINGLE 3 5/8",20 1 5/8" WALL VIEW A-A&B-B �� GA. DIAGONAL #2"CJC8 EWS @ -�1� ....1 5/8° TYPICAL BUILT-UP BEAM TO BUILT-UP eDBL 3 5/8",20 GA. BEAM CONNECTION NOTE: FOR DOUBLE STUD CONNECT TRACK TO VERT STUDS WITH 1 DIAGONALS,"SECOND"STUD STUDS W/(1)-#8 SCREWS IN VIEW A-A IEW B-B 5/$"WIDE VERT STUD WALL EXIST BAR JOISTS @ SHALL END AS CLOSE AS EACH FLANGE OF EACH FLANGES - - POSSIBLE TO END STUD, EXCEPT INSTALL(2)4 PERPENDICULAR TO 6'-8"O.C. MAX 1 EXIST BAR JOISTS CONNECTION,TOP& 8 SCREWS IN EACH FLANGE SPACING OF DIAGONAL BRACING *CONTACT ARCHITECT FOR LENGTHS EXIST JOISTS -._.- ---4--- 7 @ 6'-8"O.C. MAX BOTTOM. -� - AT VERT STUDS WITH DIAGONALS INTERIOR PARTITIONS-60"O.C. MAX STOREFRONT FRAMING -48"O.C. MAX LONGER THAN 20'-0" _ (4)-#8 SCREWS EXTERIOR WALLS-48"O.C. MAX A DOUBLE 6"BOX / 'DOUBLE 6"BOX BEAM BEAM W/3 5/8" B� �E C B W/3 5/8"TRACK TOP TRACK TOP AND -gl 2 REGISTRATION SEAL WALL OF If-`` r r AND BOTTOM BOTTOM •-.___- =--1-- o STOREFRONT T :' ' I-■- STUD _ C At _' g �A DOUBLE 6"BOX -��'� VERT STUD WALL BEAM W/3 5/8" B PARALLEL TO J�') PARTIAL ROOF PLAN VIEW TRACK TOP AND EXIST JOISTS �71�' J�'. & BOTTOM C� �C I ��G' SEISMIC DESIGN CATEGORIES D. E F WALLS PERPENDICULAR TO EXIST JOIST . �? iZAYAROND "'� NOT TO SCALE \ i 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 16' 32' 1)¢"=1'-0.,r.emon1"=1._0„rir remrrinomei , Y4'=1'-0"rrmmil 1 )z"-1-0"rummataato . %"=1'-0"armmi i %"=1'-0"ienew,_inp I 33/16'=1-0" immalm 1C=1'-0"i . a�"'1'-0,'i1 346`1'-0"ri rrrrrErrr 1 LIMITING HEIGHTS FOR INTERIOR METAL STUD PARTITIONS LIGHT GAUGE FRAMING - CROSS REFERENCE GUIDE ALTAR ' a SALES PARTITIONS WITHOUT SHELVING ATTACHED NOTE: SEE STOREFRONT NON-SALES PARTITIONS WITHOUT SHELVING ATACHED MIL.THICKNESS-GAUGE NUMBER CROSS REFERENCE T A T FRAMING PLAN X/AXXX FOR ALL SEISMIC DESIGN CATEGORIES E - LOCATIONS WHERE BEAM IS 25 GA 18 MIL 16 GA 54 MIL CONTINUOUS ACROSS TOP OF STUD STUD FLANGE STUD STUD MAXIMUM WALL HEIGHT 22 GA 27 MIL 14 GA 68 MIL COLUMN DESIGNATION DEPTH WIDTH GAUGE SPACING OR 20 GA 33 MIL 12 GA 97 MIL MAXIMUM HEIGHT TO DIAGONAL BRACE 18 GA 43 MIL ' -- ----------..7*:1/ 41 II 362S162-33 3-5/8" 1-5/8" 20 16" 17'-6" EXAMPLE CROSS REFERENCE: 362S162-43 3-5/8" 1-5/8" 18 16" 19'-0" `1( 3 5/8", 18 GA STRUCTURAL METAL STUD=362 S 162 -43 METAL STUD I 362S162-54 3-5/8" 1-5/8" 16 16" 20'-6" ! �' I NOTE: SEE FRAMING NOTES FOR I BEAM REQUIRING WEB 6008162-33 6" 1-5/8" 20 16" 26'-6" STUD (S=STUD) FLANGE STUD WASHINGTON SQUARE STIFFENERS AT BEARING POINTS DEPTH (T=TRACK) WIDTH THICKNESS 9345 SW WASHINGTON SQUARE RD 6005162-43 6" 1-5/8" 18 16" 28'-6" =3.625" = 1.625" =43 MIL(18GA.) SPACE NO. T-13 V6005162-54 6" 1-5/8" 16 16" 30'-0" =3 5/8" = 1 5/8" � TIGARD, OREGON 97223 NOTES: I TYPICAL STRUCTURAL STUDS AND TRACKS '4 -;ir ' 1. DESIGN BASED ON ALLOWABLE DEFLECTION OF L1360. SEE PLAN& I 2. DESIGN BASED ON FORMER STANDARD DESIGNATION NEW SSMA DESIGNATION 1"- - FY=33 KSI FOR 3518' &6", 16 GAUGE STUDS. (STEEL STUD MANUFACTURERS ASSOCIATION) FY=50 KSI FOR 3 GAUGE&6", GAUGE STUDS. 3. PROVIDE HORIZONTAL BRIDGING @ 4''--0"O.C. MAX PER MANUFACTURER'S RECOMMENDATIONS. BUILT-UP OX BEAM SECTIONS FOR / 1 4 4 4. DDESIGN BAS2 1/2",SED ON MINIMUM 5 PSF LATERAL LOAD, OR LATERAL SEISMIC LOAD, WHICHEVER 20 GA. STUD W/1 5/8"FLANGE 250S162-33 G El A FA R I 10 GA. STUD W/1 5/8" FLANGE 2508162-33 GA TOP TRACK(TRACK DEPTH 5. TABLE IS VALID FOR(1) LAYER OF GYPSUM BOARD EACH FACE. 18 18 GA MATCH STUD DEPTH) 3 5/8", 20 GA. STUD W/1 5/8"FLANGE 362S162-33 S3 5/8", 18 GA. STUD W/1 5/8"FLANGE 362S162-43 89 MONROE CENTER STOP FULL LENGTH TRACKS OFFLSUITE 400 6",20 GA. STUD W/1 5/8"RANGE 600S162-33 BUILT-UP COLUMN SHORT OF TOP "MIDWALL"SUPPORT BRACKETS AS PARTIAL HEIGHT 6", 18 GA. STUD W/1 5/8"FLANGE 600S162-43 GRAND RAPIDS, MI 49503 USA 18 GA. PLATE EACH SIDE TRACK MFG. BY THE STEEL NETWORK, OR / WALL FRAMING PERTEL+1.616.771.0909 - WITH(8)49 PAN HEAD EQUAL. MATCH PARTITION STUD SIZE. PARTITION TYPES 8", 18 GA.STUD W/1 5/8"FLANGE 800S162-43 www.gllafari.cam SCREWS OR PROVIDE 48"LONG UNITS UNLESS WALL MANUFACTURED HEADER 4 HEIGHT IS LESS THAN 4'-0". IP 8", 16 GA. STUD W/1 5/8"FLANGE 800S162-54 CONNECTION FROM STEEL 77 NETWORK OR DIETRICH 10", 18 GA. STUD W/1 5/8"FLANGE 10008162-43 METAL FRAMING SYSTEM / 10", 16 GA. STUD W/1 5/8"FLANGE 1000S162-54 / 12", 16 GA. STUD W/1 5/8"FLANGE 12005162-54 0 '`,. �,/ '-- 12", 12 GA. STUD W/1 5/8"FLANGE 1200S162-97 0 1 5/8",22 GA.TRACK W/1 1/4"LEG 162T125-27 3 5/8"OR 6"DEEP STUDS AS . / '.-. > 1 5/8",20 GA.TRACK W/1 1/4"LEG 162T125-33 REQUIRED BY OTHER ` 3 5/8"OR 6"DEEP TRACK AS1[11 2 1/2",20 GA.TRACK W/1 1/2"LEG 250T125-33 SECTIONS AND DETAILS �----7 REQUIRED BY OTHER SECTIONS TWO 2 1/2",20 GA.TRACK W/2"LEG 250T200-33 AND DETAILS BRACKTS IN 2 1/2", 18 GA. TRACK W/1 1/4"LEG 250T125-43 • ' ADJACENT STUD 0 / ' BAYS AT END OF 2 1/2", 18 GA. TRACK W/2"LEG 250T200-43 REGISTRATION SEAL ''•j / 0 ,�' WALL 3 5/8",20 GA.TRACK W/1 1/4"LEG 362T125-33 Z 3 5/8",20 GA.TRACK W/2"LEG 362T200-33 LIGHTGAUGE BOX BEAM TO a. B' ` 3 5/8", 18 GA.TRACK W/1 1/4"LEG 362T125-43 ,, 3 5/8", 18 GA.TRACK W/2"LEG 362T200-43 COLUMN CONNECTION _``- 0 (TYP, UNLESS NOTED) w \ / '. 6",20 GA.TRACK W/1 1/4"LEG 600T125-33 40D Atc*, LL. i (2)3/8"ANCHOR WITH 6",20 GA.TRACK W/2"LEG 600T200-33 HILTI HY-150 TO 6", 18 GA.TRACK W/1 1/4"LEG 600T125-43 RAYMOND (111 . ,,� CONC SLAB 6", 18 GA.TRACK W/2"LEG 600T200-43O S. CLARK ,,rr.. r 11 `_/ " -- 40/110, o 4583 ,. SUPPORT BRACKETS TYPICAL HAT (FURRING) CHANNELS t. ,,, @ 48"O.C. (U.N.O.) ;i;i,�.�,1 NOI' % 7/8",25 GA. FURRING CHANNEL 087F125-18 ' / -' 7/8"',22 GA. FURRING CHANNEL 087F125-27NNNN.1 / OF LIGHT GAUGE FRAMING SCREW CONNECTIONS STOP FULL LENGTH TRACKS OF BUILT-UP COLUMN SHORT OF UNLESS NOTED, LIGHT GAUGE FRAMING CONNECTIONS SHALL BE MADE USING#8 SCREWS. • BASE TRACK 18 GA BASE TRACK(TRACK PARTIAL HEIGHT BRACING DETAIL AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF DEPTH SHALL MATCH STUD NOT TO SCALE LIGHT GAUGE METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO DEPTH) THAT THE SHEATHING MATERIAL REMAINS STRAIGHT AND SMOOTH. "111-- (2)-8 PAN HEAD SCREWS EACH --' SIDE MTL STUD FRAMING, 4 -3/16" 0 CONCRETE SCREWS TYP. SEE PARTITION { ) TYPES&STUD MATRIX • LIGHTGAUGE BOX BASE CONNECTION FRAMING GENERAL NOTES 6. (TYP, UNLESS NOTED) A. FIELD VERIFY EXISTING BULKHEAD AND ROOF CONSTRUCTION. B. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND 2"X2"X 16 GA CHANNEL SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING BUTT-SPLICE CLIP ANGLE 1/4"LESS ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO,THE ADDITION OF WHATEVER TEMPORARY THAN STUD WIDTH,TYP. BRACING, GUYS OR TIE-DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE `—__ ATTACH AT EVERY STUD ` i REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF W/(4)#8 SCREWS i THE PROJECT. \\\ / / C. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. MECH UNIT DIMENSIONS SHALL BE .�, --- --- ' COORDINATED WITH APPROVED MANUFACTURER DRAWINGS. i D. SUPPORT FRAMING SHOWN IS FOR THE MECH UNITS SPECIFIED ON MECHANICAL DRAWING. IF /\ i A DIFFERENT UNIT IS TO BE USED, CONTACT ENGINEER BEFORE PROCEEDING. i E. ALL STEEL SHALL BE ASTM A36. ''!' F. STRUCTURAL STEEL SHALL CONFORM TO THE AISC"SPECIFICATIONS FOR THE DESIGN, - A 03/08/19 DOC REL 02- IFP �x FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". (LATEST EDITION) �� i AT LOCATIONS WHERE VERTICAL G. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH"AMERICAN WELDING SOCIETY" REV DATE DOC REL##-DESCRIPTION STUD SPACING IS TIGHT,ATTACH SPECIFICATIONS(LATEST EDITION). 4400*, ,..- . ------- . ANGLES TO STUDS BEFORE H. WELDING ELECTRODES SHALL BE E70XX, LOW HYDROGEN. \�1%, INSTALLING STUDS. I. IF EXISTING STRUCTURE IS DIFFERENT THAN SHOWN, CONTACT THE OWNER'S REP.AND PROJECT# 187747 ARCHITECT BEFORE PROCEEDING WITH ANY WORK IN THAT AREA. Q �` .�1 '`" . , FOR THE FULL HEIGHT AND PROJECT MANAGER M. FREDERICK co LENGTH OF WALL, METAL WALL NI- �� ,� STUDS SHALL BE BRACED WITH DESIGNED BY M. FREDERICK v- '~-� �_ STANDARD BRIDGING @ 4'-0"O.C. DRAWN BY J. CHEDID 1 1 1 1/2"WIDE X 1/2"DP X 16 HOWEVER, BRIDGING IS NOT °' I .-______�� GA COLD ROLLED REQUIRED ALONG ANY PORTION QUALCHECK A. ECKERT N CHANNEL-LOCATE AT OF VERTICAL WALL WHERE SHEET TITLE "' 4'-0"O.C. MAXSHEATHING(GYP. BD., PLYWOOD, M -4 VERTICALLY. CEMENT BOARD, ETC.)IS ATTACHED TO BOTH FACES OF FRAMING DETAILS THE WALL. .-- O --- AT LOCATIONS WHERE BEAMS cv p /\' ' MUST BE BUTT-SPLICED OVER co COLUMN w 1— U O co LIGHT GAUGE BOX COLUMN DETAIL BRIDGING DETAIL E NOT TO SCALE NOT TO SCALE Al 2.1 SHEET NUMBER z 0 10' 20' 0 20' 447 0 30' 60' 0 40' 80' 0 547 100' 0 60' 120' 0 80' 160' 0 1047 200 0 200' 400' 0 400' 800 0 500' 1000' 0 1000' 2000' 1"=20'-0"111111111111 I 1"=30'-O"rrrr_ r �rro r , 1"=40'0''- rimy I 1"=50-0"ice, I 1"=60'-0"on= { 1"=80'-0"Mri.� liiiii 1"-100-0"�� 1"=200'-0"11111111.11111111. 111.1.111.11...111.1.111.11... 1"=400-0"�� I 1"=500'-0"mum gimplimm 1 1.'=1000-0" wrimmim , 0 1' 2' 0 1' Z 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32 1"=1-0"inAmmewim Y."'1'-0"imommi , ,Ii"=1'-0"onmel1 ii"5-V-0" issormi . Yi"=1*-0"ilom t Yi8"=1-0" iwo i X"'--P-0"ames . Y32"...1.-0"immini____ , 146"=1*-0"immi_____ommemeo t ENTRY DOOR-SEE I i LA I RWALL TRANSITIONS BETWEEN FLOOR TRANSITION GENERAL NOTES A L T A R 5 a DOOR SCHEDULE 14 (1._AL _ DISSIMILAR FLOOR MATERIALS MUST BES A. ALL TRANSITIONS BETWEEN DISSIMILAR FLOOR MATERIALS MUST BE FLUSH AND LEVEL. NO FLUSH AND LEVEL. NO REDUCER STRIP G.C.TO DRILL 1/2"DIA. - I - -11..,z/I SHALL BE PERMITTED REDUCER STRIPS SHALL BE PERMITTED. HOLE IN ALUMINUM I I 1 B. PREPARE SLAB BELOW TILE FLOORING PER MANUFACTURER'S SPECIFICATIONS-SHOT BLAST/SKIM THRESHOLD FOR LATCH G.C. ENSURE SMOOTH AND LEVEL COAT AS REQ'D STATE STRIKE. FIELD VERIFY I TRANSITION-VERIFY IN FIELD C. DRILL A 1"DIA. HOLE X 2 1/2"DEEP AND SET STRIKE IN SILICONE.TOP OF STRIKE MUST SIT FLUSH ON LOCATION AFTER DOORS I I TOP OF FINISHED FLOOR. RECTANGULAR PLATE TO RECESS DOWN INTO FLOORING HAVE BEEN HUNG G.C.TO PROVIDE AN ACCESSIBLE D. TO ENSURE SMOOTH AND LEVEL TRANSITION-VERIFY IN FIELD EXTERIOR ALUMINUM THRESHOLD AT ALL E. TO START AND STOP S.S. FLOOR TRANSITION STRIP TIGHT TO EACH SIDE OF DUSTPROOF STRIKE WOOD EXTERIOR LOCATIONS. SEAL, CAULK, F. G.C. TO ADJUST SETTING BED UNDER FLOORING TO ACHIEVE FLUSH TRANSITION FLOORING INSTALLAND RR,SPER G. STAGGER ALL SEAMS OF SUBSTRATE. STAGGER SEAMS BETWEEN SUBSTRATE AND RUBBER -...., MANSUHAFANCINSTRUCTIONS FLOORING H. ALL FINISHES TIGHT TO FLOOR TRANSITION STRIP. DO NOT LEAVE GAP OR GROUT LINE. \ RATILE FLOORING PREPARE SLAB BELOW TILE FLOORING PER MANUFACTURER'S SPECIFICATIONS-SHOT BLAST/SKIM SKIM COAT AS REQUIRED WASHINGTON SQUARE — kr _7 • 9345 SW WASHINGTON SQUARE RD (---,_,---:::-_ - -__ SPACE NO. T-13 TIGARD, OREGON 97223 . , • . , _, ,• _ , . . L -. ,• . e, ' • . ‘ , • . -, ,- • , , , 4.1, -... : 44 4 ,.: .4:-. 4 2. 10 FLOOR TRANSITION AT EXTERIOR ENTRY SCALE: 12"= 1'-0" MANHATTAN AMERICAN ZINC(16 '------' --- -- ----'-,--"V---;-----------; l,---7- BUTT FLOOR FINISH TIGHT TO TRANSITION STRIP-DO NOT CAULK JOINT GHAFARI GA.) FLOOR TRANSITION 89 MONROE CENTER MANHATTAN AMERICAN ZINC(16 HOLLOW METAL DOOR NOTE:ALIGN TOP OF THE GRAND RAPIDS, MI 49503 USA FLOORING WITH TOP OF S.S. TEL +1.616.771.0909 NOTE:ALIGN TOP OF THE TRANSITION STRIP \ FLOORING WITH TOP OF S.S. TRANSITION STRIP TENANT TILE FLOORING \ TENANT WOOD FLOORING www.ghafari.com N v BACKSIDE OF DOOR JAMB TENANT TILE FLOORING ---;,,,,„,1- TENANT WOOD FLOORING '// DOOR STOP •• • •• I ' • . - •••••••••••••••• •.p-/' , G.C. TO SUPPLY AND . .„.• . , , ., ,,. , .• . • _, ,_, INSTALL ALUM. - ACCESSIBLE COMPLIANT THRESHOLD G.C.TO ADJUST SETTING EXISTING G.C.TO ADJUST SETTING BED TO EXISTING ACHIEVE SMOOTH TRANSITION SUBSTRATE BED TO ACHIEVE SUBSTRATE SMOOTH TRANSITION 2 TENANT VCT FLOORING . 6 FLOOR TRANSITION AT EXTERIOR STOREFRONT ----i) TILE TO WOOD FLOOR TRANSITION (.. \ Z SCALE: 12"= l'-0" 5.0 SCALE: 12"= 1-0" REGISTRATION SEAL TC•..* ___-,..--1- - _ —. ,r -.7%---,---. (a.,r----r-------F ,e*-- EXISTING SUBSTRATE ----....- , . , .. , _ . . -% . . . - , - •. . _ - •. 9 CONCRETE TO VINYL FLOOR TRANSITION 5./ SCALE: 12"= 1'-0" ....--- ) / 'Ne RAYMOND '')., S.CLARK '0.4 --........ / CONTRACTOR TO REMOVE ANY EXCESS ADHESIVE OR o 4583 - - MORTAR FROM AREA PRIOR _ •,,, , 011tb / i'''..- MARBLE THRESHOLD / / ----- TO INSTALLATION0- i,jjk V. N 0: COLOR TO MATCG FLOORING I/ / GROUT TO BE RECESSED AT TILE JOIN. GROUT TO BE MANHATTAN AMERICAN ZINC(16 LEASE LINE "W OF ALIGN TOP OF BOTH FLOORING N G.C.TO PROVIDE ACCESSIBLE COMPLIANT MARBLE THRESHOLD AT MANHATTAN AMERICAN RECESSED AT TILE JOINT. GA.)FLOOR TRANSITION I MATERIALS WITH TOP OF ZINC TOILET ROOM DOOR. SEAL, CAULK, ZINC(16 GA.)FLOOR 1 // CONTRACTOR TO REMOVE I BUTT FLOOR FINISH TRANSITION TIGHT TO DIVIDER STRIP FLASH AND INSTALL PER ANY EXCESS ADHESIVE OR MANUFACTURER INSTRUCTIONS - - / MORTAR FROM AREA PRIOR NOTE:ALIGN TOP OF THE FLOORING WITH TOP OF S.S. TRANSITION STRIP, VINYL TILE FLOORING \ 2 1 I kliPkX L _I 2 MAXII / TILE FLOORING — INSTALL WATERPROOF MEMBRANE OVER FLOOR SLAB AS REQUIRED TENANT WOOD FLOORING /I\ - - --' --'---., -'->-- I ./(/ 1 - - iillW- ,... ,;....-- ENTRY TILE FLOORING TO INSTALLATION. • TRANSITION STRIP TENANT TILE FLOORING , ••••••••••••••••' DO NOT CAULK JOINT EXISTING MALL TILE _.-4 , • .•. - . . \ . • _ ____... - - .: ,:'',1:::,:::::;':'-'-'-7-1..-1. :7-,','-*, t':,;-:_l''1 ' -'- .-"-.1' -. '", -''.- ' --1- --•'- ,,-.,:_.!',;.:,; ..•*:.-:.-•:i;.,:_!,.,:. . •":: -:-'1•'.2-',-'i, i.:: .:";;;‘'., -1'_:. -'-,‘;‘,';'•::..':::: . G.C. TO ADJUST SETTING EXISTING . v - , BED TO ACHIEVE SUBSTRATE 44 A. (. .- -071 . A SMOOTH TRANSITION (E)CONCRETE SLAB G.C.TO ADJUST SETTING BED TO ACHIEVE FLUSH THIN SET BED TRANSITION (1/8"MAX) BUTT BOTH FLOORINGG.C.TO ADJUST SETTING (1) TILE TO TILE FLOOR TRANSITION FINISHES TIGHT TO ZINC -i-3-*- BED TO ACHIVE FLUSH) ACCESSIBLE THRESHOLD FLOOR TRANSITION STRIP-NO GROUT JOINT ) FLOOR TRANSITIONS - INTERIOR ENTRY TRANSITION ik,510 SCALE: 12"= l'-0" I 5.0 SCALE: 12"= 1'-0" 5.0 SCALE: 12"= 1,-0" /\/ --.........•...- --......-•.-- " EDGE OF DRYWALL BEYOND ..-e 2 / I 2"X 2"X 4'-0" 16 GA. METAL A 03/08/19 I DOC REL 02-IFP EDGE OF METAL CORNER GUARD, MOUNT AT TOP REV DATE I DOC REL##-DESCRIPTION DOOR JAMB N OF BASE DOOR STOP NOTE:ALIGN TOP OF TILE -----' MANHATTAN AMERICAN PROJECT# 187747 ZINC(16 GA.) FLOOR \ I r . I 1 N i BEYOND FLOORING WITH TOP OF LINE OF BASE BEYOND I . TRANSITION I EDGE OF DRYWALL S.S.TRANSITION STRIP I NOTE:ALIGN TOP OF THE •'4*-------------- .0„...-- MANHATrAN AMERICAN \<' I / PROJECT MANAGER M. FREDERICK 1 FLOORING WITH TOP OF EDGE OF METAL (1)LAYER OF 14'CARPET ZINC(16 GA.)FLOOR 7-) LINE OF WALL BEYOND DESIGNED BY M. FREDERICK S.S. TRANSITION STRIP / \\\'i/ )( ai DOOR JAMB PAD TRANSITION Tr. VINYL BASE DRAWN BY J. CHEDID a CARPET ADHESIVE I kr V- co QUALCHECK A. ECKERT ZS I cY) TENANT VCT FLOORING \\...\\\ vapp-000:00depippr TENANT WOOD FLOORING TENANT CARPET FLOORING ,-.-,-- \,__ , TENANT WOOD FLOORING I FINISH FLOOR, REFER TO FINISH SHEET TITLE -......„. , ;3 ,• . ,, 11 PLAN . . . . _ _ • • . N . .. . . .• . ‘- • .. TRANSITION DETAILS ---<-'--;,--: ‘ , ..• . ,. , , . , 7-=.3 C\1 *" . - ' • - ' • - - * .' - '.- • " ' • -- ' - ' '' ' - • 0 CO G.C. TO FLOAT FLOOR A MINIMUM BOUND EDGE LU G.C.TO FLOAT FLOOR A MINIMUM SALES/NON- EXISTING SUBSTRATE OF 6'-0"OUT FROM TRANSITION INSTALLED BY G.C. 1-- EXISTING OF 6'-0"FROM TRANSITION STRIP SALES FLOOR STRIP TO ALIGN CARPET TO TILE (FROM MFG) 0TO ALIGN VCT FLOORING TO TILE FLOORING SUBSTRATE 0 FLOORING u) . < E --n---7." WOOD TO VINYL FLOOR TRANSITION -7.1. *%) WOOD TO CARPET FLOOR TRANSITION CORNER GUARD DETAIL A13.0 5.0) SCALE: 12"= 1'.-0" 5.0 SCALE: 12"= 1'-0" SCALE: 6"= 1'-0" SHEET NUMBER . < z 0 --........,- -.......-..- 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' mm_____mirmmmo . •r=20.-0"imei i 1".=30'-0"mmaAmmumm , 1"=4C7-0"irmic , 1 1=80.-0"in._,Asisattimor , V=80.-0"mil1 1"-100'-0"imenum _ , 1=200.-0"sisisami i 1"=500*-0"arsoi_somminm , 1"=1000'-0" immt_imilimerm 1 • — — 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1 ..=1._0" gimarniiiiii 1..=1,-0"- iiiiiiiiiiiiiii %4"=1'-0"iliiiiiii.. )"=1'-0"6....... . ' "=1.-0" Y"=1.-0" romirw I %6"=1'0" ■ISL_ I )"=1'-0" M 1 3"=1'-0.. Imo- X6"=1.-0"iINIM 101111 � • GENERAL NOTES 1 ACCESSORIES AND PLUMBING FIXTURES A L T A R ' a A. INSTALL ACCESSORIES AND LIGHT FIXTURES WITH SCREWS OR BOLTS EXTENDING AT LEAST 1"INTO MK ITEM MODEL 1 DESCRIPTION SOLID BLOCKING. A WATER CLOSET FLUSH HANDLE ON APPROACH SIDE-SEE WATER CLOSET NOTES BELOW ' B. WATER RESISTANT GYP. BD.TO 4'-O"A.F.F.,TYPICAL ON ALL WALLS. > TAT E C. LOCATE ALL SWITCHES AND SENSORS INSIDE 50"TILE. DO NOT LOCATE SWITCHES WHERE HALF OF B ACCESSIBLE SINK SEE SINK NOTES BELOW THE SWITCH FALLS IN TILE AND HALF FALLS OUT OF TILE. D. ALL RESTROOM ACCESSORIES, NOT INDICATED OTHERWISE,ARE PROVIDED AND INSTALLED BY G.C. C 24"X 24"COMMERCIAL REFER TO CONSTRUCTION PLAN-G.C.TO SEAL AT MOP SINK AND ADJACENT GRADE FLOOR MOUNTED SURFACES FOR WATER TIGHT CONDITIONS SINK NOTES SERVICE SINK D WALL MOUNTED BOBRICK B-6806 SERIES-MOUNT AT BACK-G.C.TO SUPPLY AND INSTALL 1"X4" A. HOT WATER PIPES AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED TO CONFORM WITH GRAB BARS-36" IN-WALL BLOCKING SECURED TO STUDS-REFER TO DETAIL 6/A210 ALL LOCAL, STATE,AND FEDERAL ACCESSIBILITY AND ENERGY CODE REQUIREMENTS. B. NO SHARP OR ABRASIVE SURFACES ALLOWED UNDER SINK. E WALL MOUNTED BOBRICK B-6806 SERIES-MOUNT AT SIDE -G.C. TO SUPPLY AND INSTALL 1"X4" C. FAUCET CONTROLS AND OPERATING MECHANISMS MUST BE EASILY OPERATED BY THE HAND AND GRAB BARS-42" IN-WALL BLOCKING SECURED TO STUDS-REFER TO DETAIL 6/A210 MUST NOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE WRIST. F WALL MOUNTED BOBRICK B-6806 SERIES-MOUNT VERT.-G.C.TO SUPPLY AND INSTALL 1"X4" D. THE FORCE NEEDED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 LBS FOR LEVEL OPERATED OR GRAB BARS-18" IN-WALL BLOCKING SECURED TO STUDS-REFER TO DETAIL 6/A210 15 LBS FOR PUSH TYPE. G C-FOLD SURFACE BRACKET: DIE-CAST ALUMINUM; SPINDLE: DIE-CAST ALUMINUM W/STAINLESS WASHINGTON SQUARE WATER CLOSET NOTES MOUNTED PAPER TOWEL SPRING. (BRADLEY-MODEL#5054)-G.C.TO SUPPLY AND INSTALL 1"X4"IN-WALL DISPENSER BLOCKING SECURED TO STUDS 9345 SW WASHINGTON SQUARE RD A. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE WATER CLOSET H COAT HOOK 4'-0"A.F.F.CENTERED ON DOOR(TOILET ROOM SIDE) SPACE NO, T-13 AREA, NO MORE THAN 44"A.F.F. J TOILET PAPER HOLDER SURFACE MOUNTED TOILET PAPER DISPENSER WITH CONTROLLED DELIVERY- TIGARD, OREGON 97223 HEAVY DUTY SATIN CHROME-PLATED STEEL(BRADLEY-MODEL#5054)-G.C.TO SUPPLY AND INSTALL 1"X4" IN-WALL BLOCKING SECURED TO STUDS. K 24"X36"MIRROR INSTALL MIRROR PER DETAIL 7/A901 AND INSTALL TILE AROUND MIRROR-SEAL ALL EDGES WITH WHITE LATEX PAINTABLE SEALANT REFER TO DETAIL 4/A901 FOR WOOD TRIM. L 36"W X 8"D SHELVES PAINTED MELAMINE ON STANDARD SCREWED TO BRACKETS L SOAP DISPENSER BRADLEY-6562 G 1=1 A FA R I L NAPKIN DISPOSAL BRADLEY-4781 -11 89 MONROE CENTER SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com a - PROVIDE SHIM AT TOP ` OF GRAB BAR BOR BAR \ TO ALIGN WITH TILE TILE, REFER TO INTERIOR \\ SURFACE. PROVIDE RR FINISH SCHEDULE \ SMOOTH, MINIMAL \ 0 0 EXPOSED SURFACE, \ PAINT TO MATCH WALL. UN. \\ a. r= / REFER TO SHEET A2.0 REGISTRATION SEAL 0 \ O • Lu Ll..ct \ELI �' * I \ ` J 11 II CG / C4 I \ I / TILE, REFER TO \ I • '" / INTERIOR FINISH _ , 1 ! / iv SCHEDULE {° tel'' `' / O te RAYIVPO K / (11 / �— I I © ,..40, _ ___ __ __,, S. CLARK ,r•4 // O o 4583 ,. / CO 0 y _\ 0 n _ `/ tFL R // Z �.;i,i,l:; 0 / FIRST FLOOR RST00 0 / 4OF ' — 100'-0" $ T — 100'-0" $ ,/ / \ w OF a I o 1 1 ( ' 1 U- N ` -1- -I / wthi D TOILET ROOM - ELEVATION D TOILET ROOM - ELEVATION C4:3 \\ TO I SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" I z- - I CO - - - '"- 1 110 1 M , T , TOI LET 0 `ROOM U ii, 2'-0" 6EQ}, / I 100\ I �_ N-Pt fr IA.: / � ` 1- VTILE REFER TO INTERIOR I/ I I Lu = 0 L — c-Es -_ J TILE, REFER TO FINISH SCHEDULE INTERIOR FINISH > I / O SCHEDULE \ / IY W I \ / U '� ......,jr_ r V LLL _ _ 0 \ 0 - `fe: . Y I \ // A 03/08/19 DOC REL 02-IFP O IY O. `.7 49'? - F- I N / REV DATE DOC REL##-DESCRIPTION cc Zoi2 "` w 0 -t-- I4P `�7„MIN - - (Th"MAX Am Cti R� . PROJECT# 187747 7 Cw d ivVilge Q iv . ur ,• PROJECT MANAGER M. FREDERICK co `r / 0 DESIGNED BY M. FREDERICK a_ O �w 'TDRAWN BY E. HANSEL rn o0 QUALCHECK A. ECKERT N r? :::;:l I ( ) [ ) SHEET TITLE 01 , FIRST FLOOR ! . N. _ FIRST FLOOR [� - - \ •, .2'L — 100'-0" , , 100'_0"iPiv- TOILET ROOM DETAILS 2 0W o M11J © IY COLa I I- o B � TOILET ROOM - ELEVATION B ATOILET ROOM - ELEVATION A •-1-) VFLOOR PLAN - RESTROOMS co SCALE: 1/2 = 1'-0" SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" - Q EE ASHEET NUMBER 14.0 I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'_0"r_i � Is 1"=20'-0" �� 1"=30'-0"r•i 1"=40'-0"rrum liwllwsma 1"=50'-0" , "N60'-0"ymmt 1"=80'_0" imignim.r 1"=100•-0" 1"=200'-0"�� 1=400-0 �- - , 1"=1000'-0" — ire 1"-500'-0"i � 0 1' 2' 0 1' 2' yy 0 2' 4' 0 7 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 37 1"-1'-0' i�� /4"�1-0.. X"=1.-0" ' 3/ix=1'-0"I� ii„=1L 0" ��'=1'0" �._ , i /B',=1'-0' rte. X32'=1'-0' YiB'=1'0" ALTAR ' a 314" FRT PLYWOOD STAT E 6 DECK A15.0 SOLID BLOCKING @16" O.C. W/16 GA. CLIP TO JOIST 112"X 4"WOOD TRIM (CLEAR IF 314" FRT PLYWOOD IS NOT ALLOWED BY MALL OR SEISMIC RESTRAINTS. ..,,,,,,,,,,,i,-,3d �,{1�Z/�/.r,,,,.,,��fi'��;,.;:;i'.:i �� PINE OR POPLAR) RUN _ _ _ �_ BUILDING OFFICIAL. THEN REPLACE PLYWOOD SEE DETAIL 41A15 1 \ \ '! EDGE IOF WALNUOUS L; G.C. TOP WITH 3/4"VERSAROC STRUCTURAL CEMENT L _I_ _I _I - SAND ALL EDGES SMOOTH; BONDED PARTICAL BOARD BY U.S. - PAINT WOOD ARCHITECTURAL PRODUCTS, INC., OR EQUAL. WATER HEATER wIGALV I_ S JOIST PER TABLE 1 - 3/A910 FOR WATER HEATER DRIP PAN (150 LBS. MAX r,I_ -I '� T" SUPPORT IN HIGH SEISMIC POTTAL WE ,UMB NGIGHTDWGS) E © WASHINGTON SQUARE _ _ _ _ _ AREAS WHERE HOLD-DOWN 4 36"X 12" HANGBAR. L _ _ _ _ J CEILING HEIGHT i : •-•. • - • • •. - '_•l_I STRAPS ARE REQUIRED. A15.0 A15.0 9345 SW WASHINGTON SQUARE RD COORDINATE WITH THE { iv OWNER PROJECT -_ SPACE NO. T-13 MANAGER NOTE: TIGARD, OREGON 97223 G.C. TO PROVIDE SOLID BLOCKING: CONT. BRIDGING @4' 0"O.C. L ..�- (2)48 SCREWS @ 16" O.C.t, -' ,�,, - - - - 7 IN JOISTS AT 5'-0"O.C. AND IN WALL AT • �� THROUGH FINISH INTO EXIST ` — ` a 3'-4" O.C. • TENANT SEPARATION WALL -- 1 36" HANGBAR. COORDINATErr G.C. TO FRAME STORAGE DECK ABOVE STUDS WITH THE OWNER PROJECT L – – – J d TOILET ROOM AS INDICATED PER THIS V/1 DETAIL, IN THE SHORT SPAN TO ACHIEVE V 518" GYP. BD. PAINT MANAGER v ¢ MAX, CAPACITY OF 90 PSF. G.C. TO POST - 'I < CAPACITY AFTER COMPLETION. EXISTING TENANT I I I _ 12" BRACKET. COORDINATE { ¢ COORDINATE THIS WITH THE BUILDING REFER TO PLAN AND WALL SEPARATION WALL JOIST PER TABLE 1 CONT CLOSURE TRACKG H A FA R I WITH THE OWNER PROJECT c INSPECTOR TYPES 11A15.0 (SEE ABOVE PROVIDE (1)412 SCREW MANAGER a FOR SPACING) EA FLANGE OF EA JOIST ' I-1G.C. TO ANCHOR WALL TO , (2)48 SCREWS AT (2)-#8 SCREWS AT • { z SLAB WIEXPANSION BOLTS 89 MONROE CENTER { D @4'-0"O.C. �� EACH JOIST EACH JOIST I SUITE 400 METAL STUD WALL, GRAND RAPIDS, MI 49503 USA TEL +1.610LII TI- J ('I ) RESTROOM DECK DETAIL SCHEDULE G.C. TO ANCHOR PE I www.ghafari.com SCHEDULE \A15.0 SCALE: 1 112" = 1'-0" WALL TO SLAB WITH EXPANSION BOLTS AT I -- . . � 4'-0" 0C ' 4' X 8' PEGBOARD SHEET I I I --1—_- MOUNTED HORIZONTALLY. CONT. AT ALL WALL SHELVING LOCATION. I MOUNT SHEET TO FURRING STRIPS PRIOR TO IR I i 2 WATER HEATER SUPPORT SECTION STANDARDS INSTALLATIONI I II"F"Vir 2"�� A WIDE, 16 GA. `p 1 5.0 SCALE: 1" = 1'-0" ` HOLD-DOWN 5 STRAP. CUT TO FIT. CONNECT PLYWOOD DECKING TO �---- 2' 0" b 3x2x12 GA x 4" LONG SUPPORTS w/#8 SCREWS @ 8" c/c 1� .0' - AROUND PERIMETER OF DECK, AT PANEL FRAMING CLIP LLH `, / EDGES AND AT INTERIOR SUPPORTS. (TIGHT TO WATER REGISTRATION SEAL HEATER) NOTE: • u.C. TO PROVIDE SOLID BLOCKING: (2) #12 x 314" IN JOISTS AT 7'-0" O.C. MAX. LG SCREWS G.C. TO FRAME STORAGE DECK ABOVE \ TOILET ROOM AS INDICATED PER THIS 4!/�j, 3x2x12 GA x 4" LONG DETAIL, REFER TO A301 FOR JOIST0 �rh/f FRAMING CLIP LLV " DIRECTION TO ACHIEVE MAX. CAPACITY RAYMOND �� HOLD CLOSET SHELVING ELEVATION N OF 90 PSF. G.C. TO POST CAPACITY AFTER `0.4 4583 SCALE: 1" = 1' 0" DRIP PAN COMPLETION. COORDINATE THIS WITH TABLE 1 S. CLARK „►4 �� WATER HEATER THE BUILDING INSPECTOR I SPAN STUD Vie- MAX. 6'-0" 6005162-68 AT 16" O.C. O 45Q ..` 6'-0"- 12'-3" 600S162-97 AT 16"O.C. ,;i;i,% '*"tt / /~•. `_ illilDBf)N��j SW,]6" EINEM I GREATER THAN 12'-3" CONTACT ARCHITECT © NO ' . _ A15-0 ava OF (2)49 x 1 1/2" LG SCOTS TRUGRIP 1" X314"/ 2'-8" rk SCREWS WITH BONDED WASHER WATER HEATER TO BE /' — N--7— BY BUILDEX, THROUGH THE DRIP /, 3" SUPPORTED BY A PAN AND INTO THE PLYWOOD. MINIMUM OF 3 JOISTS 36"X 12" HANGBAR. COORDINATE WITH NOTE: POSITION S I l `. \ 'I— THE OWNER PROJECT MANAGER RESTRAINT STRAPS TO MISS WATER HEATER FITTINGS. 4 WATER HEATER SUPPORT DETAIL SCALE: 6" = 1'-0" / A� O gum FOR STDRAWINGS STANDARD RESTROOM FRAMING a+M - LINE OF EXISTING WATER HEATER W/GALV 1`' I1 0 �e FIRE RATED WALL 1 4 DRIP PAN (150 LBS. MAX 36" HANGBAR. COORDINATE - TOTAL WEIGHT, SEE411 WITH THE OWNER PROJECT TO REMAIN ABOVE ALL NEW FIRE-RATED STUD !: PLUMBING DWGS ill MANAGER 8-7 114 WALL ASSEMBLIES TO BE ) ,`, CONSTRUCTED PER U.L. U465 Z CONTINUOUS 3 518" X SEE DETAIL 4 A1A51NTS. v 20 GA. TRACK u_ cn 12" BRACKET. COORDINATE SS l', METAL STUDS PER WITH THE OWNER PROJECT CEILING HEIGHT TABLE 1 THIS DETAIL co MANAGER 8'-0" (RESTROOM WITH NO o (2)6"x 1 5/8"x 18 GA. STORAGE LEDGE a I (600S162-43) HEADER ABOVE.) '~ o 518" X 20GA 3 518"X 18 GA. METAL ';�'� A 03/08/19 DOC REL 02- IFP STUDS @16" O.C. TRACK TOP W/(1} LAYER 518"TYPEREV DATE DOC REL#1:14 DESCRIPTION BOTTOM 4' X 8' PEGBOARD SHEET ,_ X' GYP. BD. • G.C. TO PROVIDE SOLID fr.. 314"THK. FRT PLYWOOD MOUNTED HORIZONTALLY. BLOCKING: IN JOISTS @5' 0" 3 518"X 20 GA. METAL STUDS — PROJECT# 187747 o SHEL INAALL WALL O.C. AND IN WALL @3'�" O.C. 16" O.C. W/ 1 LAYER 518" PROJECT MANAGER M. FREDERICK SHELVING LOCATION. @ ( }2 MOUNT SHEET TO FURRING EXIT ACCESS CORRIDOR TYPE 'X' GYP. BD. BOTH STRIPS PRIOR TO SIDES (UL U465) EXTEND DESIGNED BY M. FREDERICK STANDARDS INSTALLATION NSTALLED N RATEDG TO BE WALL RATING FULL HEIGHT Cd u, DRAWN BY J. CHEDID rn HEADER BOVEPARTITION TO UPPORT f / , --- QUALCHECK A. ECKERT o - PATCH/REPAIR PORTION OF I (2) 3 5/8"X 1 5/8"X 18 GA. I�``-- SEE ARCH DRAWINGS NSHEET TITLE c�, 7 DEMISING WALL TO BE (3625162-43) HEADER W13FOR STANDARD REMOVED. MAINTAIN 5/8" S20 GA. TRACK TOP AND RESTROOM FRAMING NON-SALE DETAILS \ EXISTING FIRE-RATED BOTTOM CONSTRUCTION co 60 MIN, RATED DOOR AND ZS N b LINE OF EXISTING DEMISING \� FRAME W/PERIMETER ID T WALL BEYOND SMOKE GASKETS AS SCHEDULED U O co (-6) HOLD CLOSET SHELVING SECTION (-3" , RECESSED SERVICE DOOR SECTION DETAIL RESTROOM WATER HEATER FRAMING VIEW A15.0 A15.0 SCALE: 1" = 1'-0" ` SCALE: 1 112" = 1'-0" SCALE: 1" = 1'-0" SHEET NUMBER ,,,,...._____,) CD 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 00' 0 50' 100 0 60 120 0 80' 160' 0 100' 200 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10,-0,,i I 1,=20,-0,.Emm.. _ wmwmi 1"=30'-0.' -- 1"=40'-0'rw.___>•.w..uomm . 1"=50.0, — mi 1"-60.-0., , 1"=80-0°Irrr miMimi. . 1"=100,-0,.— imilmon "=200'_0" 1"=400'0" � 1"=500,-0' mm , 1"=1000,-0, i r..rr.r.nr 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 37 0 16' 37 MMMINEMN , %"=.1'4)"iNNIMM i X"=.1'43" ffunasiammal i 3/6"'I-0"inrommi 1 r=1`43"mook 1 Yi6"=V-0"aii , . ,fi"•=1'-o"imil t Y32"=t-0" MENNINI . 34e=1"-0r ALTAR5a BIRCH PLYWOOD WITH (2) COATS CLEAR POLYURETHANE • - -- STATE 1'-8" / 2'-0" ' , ,;,.. . • , IT\ '' , -ij ' ...--- N\\*-- WOOD SCR-41WS (MIN. OF 3) I . • 3/4"x1 1/2"C4EAT • FASTENED TO , .. WALL WASHINGTON SQUARE --4... „......:74.-- 0 RIGID COUN ERTOP 9345 SW WASHINGTON SQUARE RD BRACKETS( IN. OF 2) FDSFDS SPACE NO. T-13 TIGARD, OREGON 97223 , I b ., , '.' J #12 SELF-TAPPING ., r COUNTERSINK WOOD SCREWS(MIN. OF 3) gi/0 0 . • . .‘ , T___L-r.! -• r„ ' , I r i* I 1 1 ..., WALL STANDARD I I INSTALL MEAL . b .. BLOCKING IN WALL . I . — •, I IN REFER TO StIEET 01.6 • •. .. . 12" G FI A FA R I HOOKS, 3"BRACKET OR HANGBAR.COORDINATE • WITH THE OWNER PROJECT 89 MONROE CENTER • V-0" 1,-.0" 1'-U" .• / / ,' / MANAGER SUITE 400 11....t: , ., 1 1 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 SCALE: 1 1/2"= 1'4" SCALE: 1 =NON-SALE SHELVING PLAN www.ghafarLcom OFFICE DESK DETAILS REFER TO RCP REFER TO RCP . .. II 1— -- ..„ REGISTRATION 44, 4:i) I • - e RAYIV1OND 1 • I S. CLARK -.4 --- I o 4583 .. I, "1 "erOlrit ----' A ,: I;#-Nait :44) I a WALL STANDARD I OF \ II — (6)ROWS OF HORIZ. 1 X 6 FRT#2 WHITE PINE WOOD FURRING(WI \ MINIMUM KNOTS, NO CLOSER THAN 18"), NO CLOSER THAN 18"O.C.TOP(3) ROWS ARE TO BE CENTERED ON THEI 12"HOOKS, 3"BRACKET OR k) TOP(3) HOLES OF THE STANDARDS. HANGBAR. COORDINATE 1'-0" ALL OTHER FURRING SHALL BED I WITH THE OWNER UPON COMPLETION OF PROJECT, G.C. PROVIDE A NOTE: , CENTERED EVERY OTHER STANRD HOLE • PROJECT MANAGER . I , . COMPLETE AS-BUILT SET OF DRAWINGS FOR THE G.C. MUST PROVIDE AND ATTACH A LABEL(WITH * ,• COMPLETED STORE(ARCHITECTUCORAL, CLEAR TAPE)STATING:THIS TUBE CONTAINS STORE . MECHANICAL AND ELECTRICAL)AND PLACE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT - l-r,' _.\-__. ,/ , N DRAWINGS INTO THE PLAN TUBE HOLDER THE CONSENT OF THE STORE MANAGER. N , . 12"HOOKS, 3"BRACKET OR ' ,,,77///////// 4///y 4 ENTIRE ASSEMBLY IS CONSTRUCTED BY G.C. IN FIELD. HANGBAR. COORDINATE ti TOP G.C.TO PAINT BLOCKING. WITH THE OWNER PROJECT ,./ / . 4'-0" 11 11 , 6 / . HANDLE ON THE TOP CAP TO *i. N. ' N N EASE THE REMOVING OF THE i'n :. Z•••4 _, _, CAP. COORDINATE HANDLE SPEC --\---• I WITH OWNERS CONSTRUCTION Joel LABEL /.. MANAGER. , -- _________________, ri' REFER TO PLAN 1/4" 0 THRU BOLT '-• \ 1 i 1 AND WALL TYPES WITH TOGGLE D ;4' ..- / - i (TYP OF 2) \ 4'X8'PEGBOARD SHEET, N Zi MOUNTED HORIZONTALLY, _, ,, ,•-• CONT.AT ALL WALL / / PAN HEAD SCREWS Il_ wA A 03/08/19 DOC REL 02-IFP SHELVING LOCATIONS. .:. REV DATE DOC REL##-DESCRIPTION t:'s• MOUNT SHEET TO FURRING TO SECURE STRAP STRIPS PRIOR TO //,',//:2 ile \ 3/4"X 2"POPLAR i . 2PAXIN4TBLOCKING- =49 \\,\,\\, STANDARDS INSTALLATION PLYWOOD TRIM ,-- /11 II/ P _fai, SCREWED TO 2 X 4 , / , . \ EXTENT OF WOOD PROJECT# 187747 2 METAL STRAP (TYP. OF 2) PROJECT MANAGER M. FREDERICK a Pr HOLDER 0 0 i co . . DESIGNED BY M. FREDERICK c? to \ -.\-- , 1/2" 0 HOLE IN BOTTOM 6" 0 TUBE DRAWN BY J.CHEDID cs) 1[ V , -0" 1'-0" 1'-0" QUALCHECK A. ECKERT .1 Z:3 ' , , l'? .. / / SHEET TITLE , . V) 0_. :•, C.) iii 9 \ , , NON-SALE DETAILS i‘i i..1 issi PVC BOTTOM CAP co , cS : CLUED IN PLACE, G.C. C•1 TO DRILL 1/2" 0 HOLE © co IN CENTER OF BOTTOM Lu — 1-- PLAN SIDE VIEW CAP --\- . ' 0 0 co u) ... < NON-SALE SHELVING ELEVATION 1 DRAWING TUBE DETAIL A15.1 E 4 i NON-SALE SHELVING SECTION I., , SCALE: 1"= 1'-0" SCALE: 1"= 1,-0" SCALE: 1 1/2"= 1'-0" SHEET NUMBER _ < I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"_ imiimmer , 1"=20'-0"mom minimem , 1"=30'-0" memmmimie t 1"=40'-0"ommiammensiew 1 1"=80'-0"Motim___Ai . 1,60,0"....____,..... , 1"=100'-0".____,.... , 1,1000.-0" ...___,.. 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1V..10" t 1''=1'-0"- � 3/4"=1'-0"�� I j..=1._0" gym, i 3�"=1._0"�� 1 34"=1'-0"it i s"=1.-0.. y..=1.-0" . 3/32'=1'-0"tam i 34s'=1'-0".... ALTAR ' S STATE WASHINGTON SQUARE FDSFDS 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 1 i TIGARD, OREGON 97223 WALL STANDARD o Nt I I I I I 12"HOOKS AND SHELF OR G 11 A FA R I HANGBAR. REFER TO / 1'-0" 1'-0" / 1'-0" ELEVATION TYPE COORDINATE WITH PLAN FOR LOCATION AND 89 MONROE CENTER QUANTITIES SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 NON-SALE SHELVING PLAN www.ghafari.com SCALE: 1"= 1-0" REFER TO RCP REFER TO RCP REFER TO RCP REFER TO RCP �I �` �� / ! ' t I `. �� REGISTRATION SEAL / // (6) ROWS OF HORIZ. 1 X 6 FRT#2 Q q /3 � ? -1 WHITE PINE WOOD FURRING(W/ ti 1'-0" / MINIMUM KNOTS, NO CLOSER THAN 18"), NO CLOSER THAN 18"O.C.TOP(3) -�- -,t`-. � 32 - 42 A - eD,r. j—�� ROWS ARE TO BE CENTERED ON THE ' t �`�fD TOP(3)HOLES OF THE STANDARDS. _ 0 � ,ALL OTHER FURRING SHALL BE CENTERED EVERY OTHER STANDARD 341, CLARtK ! �' HOLE O 4583 r WALL STANDARD WALL STANDARD _ WALL STANDARD - - - _. /r r • I N N ` CV i" 5N80 31 y"s Al IF • lir 40 /./ :,,,,,i, 14.1 OF a � 4 o =c- 12"HOOKS, 3"BRACKET OR 12"HOOKS AND SHELF. ,L, 12"BRACKET AND HANGBAR. COORDINATE fi HANGBAR. COORDINATE COORDINATE WITH THE I�`� WITH THE OWNER OWNER PROJECT WITH THE OWNER PROJECT MANAGER MANAGER PROJECT MANAGER .%%**,./ o - - - - �- o - r ,� // . o �� ,; /1 /ci, /7/ e7/7//: iv i____„,. F.,, /4 4 _ zNI I/ Z ,j AZ,////4 \ -:)- / I/ . b 12"HOOKS AND SHELF OR , HANGBAR. REFER TO ELEVATION TYPE C COORDINATE WITH PLAN _ _ 1'-0" 1'-0" 1'-0" S 4' FOR LOCATION AND " ^� \ N QUANTITIES 4'X8' PEGBOARD SHEET, N 4'X8' PEGBOARD SHEET, 4'X8'PEGBOARD SHEET, MOUNTED HORIZONTALLY, MOUNTED HORIZONTALLY, MOUNTED HORIZONTALLY, CONT.AT ALL WALL CONT.AT ALL WALL CONT.AT ALL WALL SHELVING LOCATIONS. SHELVING LOCATIONS, SHELVING LOCATIONS. MOUNT SHEET TO FURRING MOUNT SHEET TO FURRING MOUNT SHEET TO FURRING STRIPS PRIOR TO STRIPS PRIOR TO STRIPS PRIOR TO ti I 4" STANDARDS INSTALLATION //a/ STANDARDS INSTALLATION STANDARDS {NSTALLATEON //,, L1/ / //// / /// A 03/08/19 DOC REL 02-IFP Z? REV DATE DOC REL##-DESCRIPTION En 1'-0" I 1'-0" I 1'-0" I, --------- I, 1'-0" 1'-0" 1'-0" I 1 COORDINATE ON SITE 1 I COORDINATE ON SITE COORDINATE ON SITE PROJECT# 187747 1---- -�� PROJECT MANAGER M. FREDERICK a •-`_I t +� ' DESIGNED BY M. FREDERICK in in in DRAWN BY J. CHEDID T rn QUALCHECK A. ECKERT N SHEET TITLE M M NON-SALES co I � I � I I I SHELVING C4 DETAILS ~w NON-SALE SHELVING SECTION COMBO UNITS GREEN UNITS HANG UNITS Q 0 SCALE: 1"= 1'-0" O " Q NON-SALE SHELVING ELEVATION ' . E SCALE: 1"= 1'-0" A15.2 SHEET NUMBER 1/; ;)?"' 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"msiAmommtim 1 1"-30'.0"=ultimo", t 1"=40'-0"rm 1 1"=50'-0"- I 1"=60'-0"- , 1"=80'-0" awaininni i 1"=100'-0"iniumilimimmo 1"=200-0"i � 1"=400-0" �, , 1"=500'-0"- , 1"=1000'-0" - , 0 1' 7 0 1' 2' 0 7 4' 0 4' 0 4' W 0 4' 8' 0 8' 16' 0 8' 16 0 16' :_ 0 16' 32 1Ye=t-1:0' INN 1.-1'-0"oisiii • l'e"=1'-0" r=1'-p'rnmsmm u 316"=V-0" r %i"a1'-0"imor ii '76"=1,_0„ 1 '=1,_0,: , /3z=1-0' =1-0 s minim ALTAR ' a ...____, STATE . , ., ! _._... ,_ , k $ , . __ ... .. , ! t .. . . ; i _ i , 470 .., I '1 \ \i WASHINGTON SQUARE 9345 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 Fk- * ,dam'-A4� y11111 GHAFARI , ..„ ,, '� 1111 ,i 1 .,.s lt 89 MONROE CENTER SUITE400GRAND RAPIDS, MI 49503USAi i • l'''''1111.1\0\ , TEL +1.816.771.0909 I�> rAZIO 1, ly ! � '�: s www.ghafari.com 111 Ili \I. 11111 r 11, \11 , A` ,,4_111. • • y REGISTRATION SEAL pop 3D REPRESENTATION AT NORTH SALES AREA 01 3D REPRESENTATION AT NORTH SALES AREA 02 RAYMOND iOc, S. CLARK NOT TO SCALE NOT TO SCALE o 4583 ,, t. ' -- -:-.- LINCOlt-7-4111/1 - 111178P : OF a. ....„,...,„_....,___ . :=__________„....„.____„.„. , ..- \ �, \ \\ \ \ , .. ,_ � _ Wim_ ,, ^'ter-ti -_- -. - , .s N k ^!..." • �.-x k. # '\ \ \ \ ' \ --." ---'---7--- I fJ :----..,_,-,-.:_7_ .:«� -'—`�ti' ` _ ff 1 1t11' w~ Y' i0-~-`` \ . i Ver _ 1::-i--__;.-II4 1 :\ :ate '. ` iiiil ``\\� _. r tq Y, . 6 . .,. . ...).: , ,1,1!_,* 1 , i [- 60111 In fit ` ' st 7`9 .1 Id 's�, Fj i, , 1I" 113 VL,f1��' 1iv , k i . =` t 1 A 03/08/19 DOC REL 02 - IFP { ,ii I F REV DATE DOC REL##- DESCRIPTION I PROJECT# 187747 R / r1-_ , s 1111 p >, PROJECT MANAGER M. FREDERICK /.„, • .. r DESIGNED BY M. FREDERICK Lc) DRAWN BY J CHEDID a, >.: - QUALCHECK A. ECKERT � • N ��. � SHEET TITLE (-0 chrofeill 3D REPRESENTATIONS T 4.i ` !ail` ..,„p co ¢ Fe ill, LL. 3D REPRESENTATION AT ROTUNDA 3D REPRESENTATION AT FITTING ROOM LOUNGE A16,0 = NOT TO SCALE NOT TO SCALE SHEET NUMBER Q 0 10' 20' 0 20 40' 0 30' 60 0 40' 80 0 50' 100 0 60' 120' 0 80 160' 0 100 200 0 200' 400 0 400 800' 0 500' 1000 0 1000' 2000 1"=10'-0'. limmr 1.=20'-0"— 1"=30.-0.. , 1"=40'-0"i—.__.Ervin 1n-80-0'—__ 1".60'0" 1"=80,_0" 1"=100'-0 i 1"=200.0 .1.r., 1"=400'-0"mom ii . , 1"=500'-0.. 0 0 2' wtt� 2 0 2' �' �i"= 2 4' , '= I '� 8' _1_0,: ; /, '=1 0"0 3' 1i' �::=1,0:0 8' 16' / 1._0..0 6. i2 0 •6. 32' IY2::=1.0. 1 1 T ° 1 1'_0' 1'0' 3 1-0, 3 i Ye'=1"° iIMISI 4 : RY t fy. r. ALTAR a fi �. �x STATE illlo �r N. fi '"............., ''S....,,_... \ 1116 / ,r J;- - _ ....._ ..._ , // --,,7T"--/I°P; ___:....-: _,..... �� 9345 SW WASHINGTON SQUARE RD 70� t 401144 .�t .� i'�'►�, SPACE NO. T-13 1�Wei ��I, �� 110 illrillqi €��}, !4OI TIGARD, OREGON 97223 Ii• Flife ,Fri;!<, I�reilksi � sat �� rigiv I € 1, , ;PI 0, 1.1 G H A FA R I II { III I P 4 �� ■ Iri �s 11411 89 MONROE CENTER SUITE 400 GRANDRAPIDS, M 49503 USA , 241411P TEL X1.616.771.0909 www.ghafari.com REGISTRATION SEAL 3D REPRESENTATION AT SOUTH SALES AREA 01 3D REPRESENTATION AT SOUTH SALES AREA 02 RAYMOND NOT TO SCALENOT TO SCALE k S. CLARK v:...73. ► :7,..,„ 4563 ,. i�j` �� / ice.. �_ .s-- a- `� Yom_ L�'�r r it �� y r } - �.` r Y � �rt �_ 1 r _r 7 _ � 1~ r r ir lfre oF a. r� �� r r `1- it., -1-- 'L T -..J-i ] - J _ ( _ i L vi _ ; _ E 5 =rte.i 7 7`-7.1 � . � -- ''% � i� L� T - ! �4#\:\'''. j-� � J - � "1 - - �_ J._7._ '' "-J i:�=T '� .a i i17r, ' r-rF �" :"-z_ii=1:;±1,;_a.1::.a.xtr-.1.1--__ .r�"`sS.i/� .J T,' L ' y- �- L z r r 7 'r irrl: _ _ ��407 -�i10 _ .I/^ ..� i_.-'�-t- .: ;r - `r�-� 1� -,._.� _.i _ - I :'_ j= --y"-f- _ ��: -,1.. _ -� -� -1- - -. 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' ill i 14, I 4- °Ili I ( • 'd + - IT 14 i ' I14t'-`'. 1 .i Its" '17 ,do I. dd 111 '.III to 1 si rii i : 1,..g'i II !li = i a 1 . ,4,. 1 ,....,:l.f. : Hit - �j � - , moi : 'S: 1.1:011.1111:1110 i r.ra -, 11.11111111•11111111 • .� '+ "- __all I -_- S� A�: tRi�.':1 IN fool#t a IF driiff wow,�i a*a.: Witt ton - IS11 j �1 w,w`rv1t RA " ` r r` a 1 I - T rti a ++ F ti A 03/08/19 DOC REL 02- IFP rf • "€ REV DATE DOC REL##- DESCRIPTION 1 PROJECT# 187747 • PROJECT MANAGER M. FREDERICK Lr) DESIGNED BY M. FREDERICK DRAWN BY J. CHEDID QUALCHECK A- ECKERT hi SHEET TITLE CO c-7,--) 3D REPRESENTATIONS co0 - N C) CO W 1- Q Uhim O Cr) A16• 1 3D REPRESENTATION AT INTERIOR STOREFRONT 01 3D REPRESENTATION AT INTERIOR STOREFRONT 02 Q NOT TO SCALE NOT TO SCALE SHEET CD 0 10 20' 0 ''0' 40' 1' 30' 60 0 40' 80' 0SO' 100' 0 6{Y' 120' 0 80' 160' 0 100' 200' 0 'Cr 400' 0 400' 800' 0 500• 1000' 0 1000' 2000' 1.'10-0 1•'=20'0" � 1••=30'0" 1'•-40•-0" 1"-50'_0"' J 1"=60'_0" _� 1"=80'0" 1"=100'_0''Vi � 1"=200'0" . 1 =400'-0" . in. 1"-500'-0' 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1%'=1'-0" 1 1„=1,-0" '/1'=1'-0"immiii. J4"=1'-0"i. „_1'_0„ y4"=1._0" /e"=1'-0,iMiNin =1 0" z"=1-0 Y,e'=1'-0"rm. rsoffammo SPECIFICATIONS A LTA p 3 a DIVISION 01 -GENERAL REQUIREMENTS OR INJURED IN ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED, OR SATISFACTORILY RUNNER TRACKS. STATE AND LOCAL BUILDING CODES. LABEL DOORS TO RECEIVE DOOR CLOSER. REPAIRED AS DIRECTED BY THE OWNER'S CONSTRUCTION MANAGER. 3, FOR VERTICAL STUDS WHERE THERE IS NO SHEATHING ATTACHED(SUCH AS ABOVE THE 5. FABRICATE AND ERECT TRUE, PLUMB AND SQUARE AS SPECIFIED AND AS DETAILED AND A. CONSTRUCTION DOCUMENTS: 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL CEILING,)OR WHERE SHEATHING IS ATTACHED TO ONLY ONE FACE, PROVIDE STANDARD PER MANUFACTURER'S RECOMMENDATIONS. S E 1. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC LEASE-HOLD IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO: INTERIOR WALLS, CEILINGS, BRIDGING AT 48"O.C. MAX.ATTACH PER MANUFACTURER'S SPECIFICATIONS AND AS B. ACCESS PANEL: TAT INFORMATION MAY BE FOUND IN EITHER OR BOTH. FLOOR COVERINGS(ALL ADHESIVES), PLATFORMS,STORE-FRONTS, ETC. (UNLESS INDICATED DETAILED ON THE DRAWINGS. 1. ACCESS PANEL: FOR GYPSUM BOARD SOFFIT OR WALL:24"X 24"SURFACE MOUNTED, - 2. THE TERM'OWNER'AS STATED IN THE FOLLOWING SPECIFICATIONS AND CONSTRUCTION OTHERWISE ON ARCHITECTURAL DRAWINGS). ALL EXISTING UNUSED MECHANICAL, C. DECORATIVE METALS: INSTALL DECORATIVE METAL SUCH AS BREAK METAL PANELS, METAL MODEL#APR24X24, OR 12"X12"SURFACE MOUNTED, MODEL#APR12X12 AS MANUFACTURED BY DOCUMENTS, REFERS TO THE TENANT OF THIS SPACE ONLY AND DOES NOT REFER TO THE ELECTRICAL AND/OR PLUMBING FIXTURES AND EQUIPMENT, INCLUDING ABANDONED BASE,TRIMS AND REGLETS AND OTHER PREFINISHED METAL, ETC.AS INDICATED ON DRAWINGS, INTEXFORMS INC. (916)388-9933 OR OTHER WHICH MUST BE APPROVED BY OWNERS CONSTRUCTION LANDLORD OF THE PREMISES. ROOFTOP HVAC EQUIPMENT AND CURBS(UNLESS INDICATED OTHERWISE ON MECHANICAL PER MANUFACTURER'S RECOMMENDATIONS. INCLUDE ALL FASTENING AND ANCHORAGE DEVISES, MANAGER.SUBSTITUTE WITH"B"LABEL FIRE PANEL, MODEL FW 5050, KEY LOCK, ONLY IF A RATED 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY AND ELECTRICAL DRAWINGS)AND/OR SKYLIGHTS ARE TO BE REMOVED AND THE ROOF CLIPS,CLOSURES AND CONNECTING ELEMENTS AS INDICATED AND AS REQUIRED FOR COMPLETE DOOR IS REQUIRED PER CODES. THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF OWNER BEFORE PROCEEDING WITH PATCHED PER ITEM#12 BELOW: CAPPING IS NOT PERMITTED! FINISHED INSTALLATION. 2. ACCESS PANELS: FOR HVAC EQUIPMENT ARE NORMALLY INDICATED ON THE HVAC AND RELATED WORK; OTHERWISE,THE CORRECTION OF SUCH ITEMS IS THE RESPONSIBILITY OF THE 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL REFLECTED CEILING PLANS. IN ABSENCE OF DEFINED LOCATIONS, THE GENERAL CONTRACTOR CONTRACTOR. LOOSE ITEMS SUCH AS, BUT NOT LIMITED TO: TRADE FIXTURES, MISCELLANEOUS DIVISION 6-CARPENTRY IS TO FURNISH AND INSTALL ACCESS PANELS AS NECESSARY TO FURNISH REASONABLE, 4. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT SHALL NOT DECORATIONS, KITCHEN EQUIPMENT, ETC. SAFE ACCESS TO SERVICE ALL SERVICEABLE COMPONENTS OF EACH PIECE OF EQUIPMENT. CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUBSEQUENT PROJECTS. 8. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT, PLUMBING LINES AND MECHANICAL A. PROVIDE NEW LUMBER, BEARING GRADE AND TRADEMARK OF ASSOCIATION UNDER WHICH IT ASSUMED ACCESS SHALL BE BY A TECHNICIAN(S)STANDING FIRMLY ON A LADDER. WHERE ACCESS B. OWNER DIRECTIVES: DUCTWORK MUST BE REMOVED TO THE POINT OF ORIGIN. WAS PRODUCED. PANELS OR REMOVABLE DIFFUSERS CANNOT BE LOCATED IMMEDIATELY ADJACENT TO THE 1. THE CONTRACTOR SHALL FURNISH FULL TIME CONTINUOUS SUPERVISION. THE PROJECT 9. INFORM THE LANDLORD'S ON-SITE MANAGER OF ANY UTILITY NEEDING TO BE B. LAYOUT, CUT, FIT AND ERECT FRAMING FOR ROUGH AND FINISHED WORK. INSTALL BLOCKING, EQUIPMENT,THE CONTRACTOR IS TO FURNISH A NON-COMBUSTIBLE CATWALK OR ABOVE CEILING SUPERINTENDENT SHALL REMAIN ON SITE THROUGH THE MERCHANDISE DATE OR THE COMPLETION DISCONNECTED OR CAPPED, PRIOR TO DOING SO. NAILERS, FURRING AND OTHER ROUGH AND FINISHED MATERIALS AS REQUIRED. BRACE, PLUMB SECURED PLANKING OR METAL DECKING OR SIMILAR NON-COMBUSTIBLE MATERIAL TO PERMIT WASHINGTON SQUARE OF THE PUNCHLIST WHICHEVER IS LAST TO OCCUR. 10. GENERAL CONTRACTOR IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT LEVEL MEMBERS IN TRUE ALIGNMENT AND RIGIDLY SECURE IN PLACE WITH SUFFICIENT NAILS, ACCESS TO THE EQUIPMENT FROM THE NEAREST ACCESS PANEL OR LIFT-OUT DIFFUSER. 9345 SW WASHINGTON SQUARE RD 2. SUSPENSION OF ALL CEILING AND OVERHEAD FRAMING IS TO BE FROM STRUCTURAL MALL TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH MIGHT PASS THROUGH THIS SCREWS AND BOLTS AS NECESSARY. CATWALKS MUST BE OBSTACLE-FREE TO A HEIGHT OF 3 FOOT 0 INCHES ABOVE THE CATWALK. SPACE NO. T•13 BEAMS AND TOP CHORD OF TRUSSES ONLY, NOT FROM MALL DECK. SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS(G.C. WILL BEAR SOLE C. USE FIRE RETARDANT LUMBER AND TRIM WHERE REQUIRED BY STATE OR LOCAL CODES,WHICH CATWALKS MUST BE CAPABLE OF SAFELY SUPPORTING A MINIMUM OF TWO(2)TECHNICIANS 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN-WALL BLOCKING FOR ALL RESPONSIBILITY FOR ANY SUCH DAMAGE OR DISRUPTION). BEAR THE MANUFACTURER'S STAMP OF AUTHENTICITY. PLUS EQUIPMENT AND BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. TIGARD, OREGON 97223 ITEMS IN STORE. REVIEW DRAWINGS THOROUGHLY. 11. REMOVE ALL EXISTING FLOOR FINISHES AND PREPARE CONCRETE SLAB FOR NEW FLOOR D. PROVIDE PRESERVATIVE TREATED LUMBER AND TRIM WHERE EXPOSED TO THE EXTERIOR AND C. OVERHEAD COILING GRILLES: 4. ALL OWNER-FURNISHED MATERIALS ARE FURNISHED TAILGATE DELIVERY ONLY. THE FINISHES. PATCH, REPAIR AND LEVEL EXISTING SLAB. INFORM OWNER OF ANY WHERE NOTED ON DRAWINGS. 1. PROVIDE ALUMINUM OVERHEAD COILING SECURITY GRILLE,ALL ACCESSORIES AND NECESSARY CONTRACTOR IS RESPONSIBLE TO UNLOAD, EXAMINE,AND TRANSPORT MATERIALS FROM THE IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. REFER TO FINISH SPECIFICATIONS FOR E. FURNISH AND INSTALL ALL GROUNDS OR BLOCKING REQUIRED TO RECEIVE STORE FIXTURES. SUPPORTS AS REQUIRED FOR COMPLETE INSTALLATION. POINT OF OFF-LOAD TO THE JOBSITE OR STORAGE AREA AS APPLICABLE. MATERIALS WILL BE SPECS OF"MEGASEAL"'EPDXY TO FILL CRACKS AND HOLES. F. FURNISH AND INSTALL ALL ROUGH HARDWARE,ANCHORS, BOLTS, ETC.,AS REQUIRED FOR 2. UNIT TO BE ELECTRICALLY OPERATED, CONFIGURED AS REQUIRED TO MEET FIELD CONDITIONS DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR OTHER LOCATION AS DIRECTED BY THE 12. GENERAL CONTRACTOR IS RESPONSIBLE TO PATCH AND/OR REPAIR EXISTING FLOOR CARPENTRY WORK. AND LOCAL JURISDICTIONAL CODE REQUIREMENTS. LANDLORD. SLAB,TENANT SEPARATION WALLS AND ROOF DECK AFTER COMPLETION OF DEMOLITION G. PROVIDE ARCHITECTURAL WOODWORK,CASEWORK AND COUNTERTOPS, PANELS,TRIMS, 3. PROVIDE SECURITY GRILLE AS MANUFACTURED BY ONE OF THE FOLLOWING OR APPROVED 5. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE, LOSS,THEFT, OR DESTRUCTION OF ALL AND PRIOR TO COMMENCEMENT OF NEW CONSTRUCTION (G.C. MUST CONTACT LANDLORD VENEERS, SHELVING AND ACCESSORIES AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR A EQUAL ACCEPTABLE TO OWNER. OWNER-FURNISHED MATERIALS. THE CONTRACTOR WILL BE BACK-CHARGED THE FULL COST OF PRIOR TO ANY ROOF WORK AND COORDINATE ACCORDINGLY). COMPLETE FINISHED INSTALLATION. a. METRO DOOR INC.; 3500 SUNRISE HIGHWAY, GREAT RIVER, NY 11739. REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION WORK AND MUST INFORM H. CONFORM TO ARCHITECTURAL WOODWORK INSTITUTE(AWL)QUALITY STANDARDS; NOT LESS b. WAYNE DALTON/OVERHEAD DOOR CORPORATION; 2501 S. STATE HIGHWAY, LEWISVILLE,TX G H A FA R 1 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF EACH TRADE WITH , OWNER'S CONSTRUCTION MANAGER OF THE EXTENT OF SUCH WORK, PRIOR TO BIDDING. THAN CUSTOM GRADE WHERE GRADE IS NOT OTHERWISE INDICATED. 75067. OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR 14. GENERAL CONTRACTOR IS TO DETERMINE HIS RESPONSIBILITY FOR THE FLOOR SLAB I. COMPLY WITH MANUFACTURER RECOMMENDATIONS AND REFERENCED STANDARDS FOR 4. DOOR CURTAIN AND GUIDES TO BE OF MILL FINISH ALUMINUM CONSTRUCTION COMPLYING WITH CONFLICTS WHICH RESULT FROM LACK OF COORDINATION OF THE INVOLVED TRADES. AND TENANT SEPARATION WALL INSTALLATION OR MODIFICATIONS WITH LANDLORD AND INSTALLATION. ASTM B221. 7. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE EXPERIENCED AND OWNER'S CONSTRUCTION MANAGER TO MEET ALL TENANT IMPROVEMENT CRITERIA AND J. EXTERIOR SHEATHING ; GLASS MAT FACED SHEATHING-DENSGLASS GOLD, 5/8"THICK OR AS 5. CURTAIN CONSTRUCTION TO BE 5/16"DIAMETER HORIZONTAL RODS CONTINUOUS FROM JAMB 89 MONROE CENTER WHO EMPLOY EXPERIENCED TRADESMEN. RESPONSIBILITY SET BY THE LANDLORD OR OWNER. GENERAL CONTRACTOR IS TO VERIFY DETAILED, COMPLYING WITH ASTM C1177. TO JAMB, STRAIGHT PATTERN WITH 6"LINK SPACING AND 1-1/2"TO 2"BAR SPACING. SUITE 400 8. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CONSTRUCTION TECHNIQUES OR THE ACTUAL CONDITION OF THE PERIMETER TENANT SEPARATION WALLS AND/OR FLOOR K. CEMENTITIOUS FIBER-MAT REINFORCED SHEATHING: PROVIDE IN THICKNESS SHOWN AND 6. PROVIDE LOCK CYLINDERS AS SPECIFIED IN DOOR SCHEDULE. GRAND RAPIDS, MI 49503 USA EQUIPMENT DURING MALL OR STORE HOURS. SLAB PRIOR TO BIDDING. BID IS TO INCLUDE ALL WORK REQUIRED. WHERE INDICATED ON DRAWINGS. 7. DOOR TO BE EQUIPPED WITH CODE-COMPLIANT EMERGENCY EGRESS SYSTEM WITH SELF- TEL +1.616.771.0909 9. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH THE LANDLORD AND B. SITE SURVEY: 1. COMPLY WITH ASTM C1325 AND ANSI A118.9 LOCKING MECHANISM THAT AUTOMATICALLY UNLOCKS,AUTOMATICALLY RELEASES,AND OPENS THE ADJACENT TENANTS IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO 1. WITHIN 24 HOURS AFTER DEMOLITION COMPLETION PROVIDE COMPLETED SITE SURVEY 2. PRODUCTS BY U.S. GYPSUM CO.,"DUROCK"BRAND OR APPROVED EQUAL. GRILLE FULLY TO PERMIT PASSAGE IF POWER IS NOT AVAILABLE. www.ghafari.com PERSONNEL AND PROPERTY. IF SECURITY IS REQUIRED WHILE WORKING IN ADJACENT TENANTS DOCUMENTATION. IF NO SITE SURVEY DOCUMENT WAS INCLUDED IN CONTRACT DOCUMENT SET, D. GLASS AND GLAZING: SPACE,THIS COST WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. G.C. SHALL ADHERE TO REQUIREMENT LISTED IN PARAGRAPH 2,AS A MINIMUM. DIVISION 7-THERMAL&MOISTURE PROTECTION 1. PROVIDE GLASS AND ALL GLAZING ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 10. THE CONTRACTOR SHALL NOT UTILIZE GAS-OPERATED EQUIPMENT IN OCCUPIED SHOPPING 2. IMMEDIATELY UPON COMPLETION OF DEMOLITION AND PRIOR TO STARTING OF CONSTRUCTION 2. ALL GLAZING SHALL COMPLY WITH GLASS ASSOCIATION OF NORTH AMERICA(GANA)AND ALL CENTERS. THE CONTRACTOR SHALL WORK IN HARMONY WITH THE LANDLORD'S REQUIREMENTS JOB SUPERVISOR TO VERIFY AND ADVISE OWNER'S CONSTRUCTION MANAGER. A. ROOFING/FLASHING: SAFETY GLAZING SHALL COMPLY WITH CONSUMER PRODUCT STANDARD 16 CFR 1201 AND ANSI RELATING TO NOISE ABATEMENT AND SAFETY. a. OVERALL WIDTH(FACE OF GYPSUM BOARD ON TENANT SEPARATION WALL TO FACE OF GYPSUM 1. GENERAL CONTRACTOR TO CONTACT LANDLORD'S ON-SITE MANAGER FOR SPECIFICATIONS ON Z97.1. 11. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVE USE BY BOARD ON TENANT SEPARATION WALL). ROOF PATCHING OR NAME OF ROOFING CONTRACTOR TO CONTACT FOR REPAIRS. 3. ACCEPTABLE MANUFACTURERS INCLUDE PPG,VIRACON, GUARDIAN, PILKINGTON OR AS STORE PERSONNEL DURING MERCHANDISING. THE CONTRACTOR SHALL INCLUDE IN THE BID A b. OVERALL LENGTH (LEASE LINE TO INNER-FACE OF GYPSUM BOARD ON REAR WALL.) B. INSULATION: APPROVED BY OWNER. MINIMUM OF ONE 40-YARD DUMPSTER OR THE EQUIVALENT. IF THE SALES AREA EXCEEDS 8,000 c, ANY AND ALL COLUMN LOCATIONS-FREE STANDING OR PROJECTING. GENERAL CONTRACTOR TO PROVIDE AND INSTALL RIGID AND/OR FULL BATT INSULATION AS 4. GLAZING SHALL BE FULLY TEMPERED, SELECT GLAZING QUALITY, CLEAR FLOAT GLASS SQUARE FEET, THE CONTRACTOR SHALL INCLUDE ONE ADDITIONAL DUMPSTER. d. AVAILABLE CLEAR HEIGHT FOR GRILLE AND CEILING AS DIMENSIONED ON DRAWINGS. INDICATED. PROVIDE BATT INSULATION WITH FOIL FACING OR SEPARATE 4 MIL POLYETHELENE COMPLYING WITH ASTM C1048, UNLESS OTHERWISE INDICATED. 12. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF ANY AND ALL OFF-SITE (VISQUEEN)VAPOR RETARDER AT EXTERIOR WALLS AND CEILINGS AS REQUIRED BY LANDLORD AND a. INTERIOR GLAZING SHALL BE 1/2"OR 3/4"TEMPERED, UNLESS OTHERWISE INDICATED. STORAGE OF OWNER SUPPLIED MATERIALS. DIVISION 03-CONCRETE CONSTRUCTION DRAWINGS. b. EXTERIOR GLAZING SHALL BE 1"TEMPERED INSULATED WITH DUAL SEAL. (MAKEUP: 1/4"CLEAR C. LAYOUT OF WORK: C. JOINT SEALANTS: TEMPERED EACH SIDE OF 1/2"AIR SPACE.) 1. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT OF WORK. A. IF NOT OTHERWISE INDICATED ON THE DRAWINGS, CONCRETE SHALL HAVE A MINIMUM 1. THROUGHOUT THE WORK, SEAL JOINTS WHERE SHOWN ON THE DRAWINGS AND ELSEWHERE AS c. HIGH WIND ZONE GLAZING,WHERE APPLICABLE, SHALL BE AS NOTED ON DRAWINGS. CONTRACTOR TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS, WITH A WATER CEMENT RATIO= .50(MAXIMUM). REQUIRED TO PROVIDE A POSITIVE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR.ALL JOINTS d. EXPOSED AND BUTT EDGES SHALL BE EASED AND POLISHED IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY ERROR RESULTING FROM FAILURE TO CONCRETE EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED AT 6%± 1.5%. ARE TO BE SEALED,WHETHER SPECIFICALLY IDENTIFIED IN THIS SECTION OR NOT.APPROPRIATE e. CORNER EDGES SHALL BE LAP-JOINT CORNERS WITH EXPOSED EDGES POLISHED. EXERCISE SUCH PRECAUTION. SUCH ERROR WILL NOT BE CONSIDERED SUBSEQUENTLY AS A BASIS B. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFIRMING TO MATERIALS SHALL BE USED. PROVIDE EXTERIOR AND INTERIOR JOINT SEALERS AS REQUIRED FOR A 5. PROVIDE SILICONE COMPATIBLE NEOPRENE OR EPDM SETTING BLOCKS AND SPACERS,WHERE REGISTRATION SEAL FOR EXTRA COMPENSATION. ASTM A-615 GRADE 60. COMPLETE INSTALLATION. IN CONTACT WITH SILICONE SEALANT. 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN,OR OMISSIONS FROM THE DRAWINGS OR C. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 DELIVERED IN FLAT SHEETS. 2. DO NOT USE ANY MATERIAL WHICH HAS EXPIRED. 6. SEALANT TO BE ONE-COMPONENT SILICONE BY DOW,GE OR TREMCO OR AS RECOMMENDED BY SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, HE SHALL AT ONCE NOTIFY D. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH"THE BUILDING CODE REQUIREMENTS 3. PROVIDE AND INSTALL ONLY MATERIALS WHICH ARE COMPATIBLE WITH EACH OTHER AND WITH GLAZING AND STOREFRONT MANUFACTURER. THE OWNER'S CONSTRUCTION MANAGER. FOR REINFORCED CONCRETE"ACI 318-05. THE RELATED JOINT SUBSTRATES. 7. GLAZING GASKETS TO BE RESILIENT SILICONE EXTRUDED SHAPE TO SUIT GLAZING RECEIVER 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS,WELDERS, E. ALL REINFORCING DETAILS SHALL CONFORM TO"THE MANUAL OF STANDARD PRACTICE FOR 4. EXTERIOR NON-TRAFFIC JOINTS: GE/SILPRUF, DOW/790-795, PECORA/854, OR TREMCO/SPECTRUM SLOT. $11) �!,► GENERATORS, ETC. FOR COMPLETING PROJECT. DETAILING REINFORCED CONCRETE STRUCTURES"ACI 315-94, UNLESS DETAILED OTHERWISE ON 3 LOW MODULUS SILICONE SEALANT. 8. INSTALL IN COMPLIANCE WITH GANA GLAZING MANUAL AND GLAZING MANUFACTURER �NV' D. CODES AND STANDARDS: THE STRUCTURAL DRAWINGS. 5. TRAFFIC BEARING JOINTS:TREMCONULKEM 245, PECORA/NR-200 UREXPAN,OR SONNEBORN INSTRUCTIONS. RAYMOND ,/�' 1. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL F. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES,ANCHOR BOLTS, INSERTS, DIVISION CHEMREX/SL 2 MULTI-COMPONENT POLYURETHANE, SELF-LEVELING JOINT SEALER. a. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. ORDINANCES, STATE AND LOCAL BUILDING CODES, LATEST EDITION,AND FOLLOW APPLICABLE ETC.,AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 6. MILDEW-RESISTANT SANITARY SEALANTS: GE/SCS 1702 SANITARY SEALANT, DOW/786 BATHTUB b. COMPLY WITH NFPA 80 FOR GLASS IN FIRE-RATED OPENINGS. S. CLARK . LANDLORD REQUIREMENTS. G. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC., NECESSARY TO SUPPORT CAULK, PECORA/863#345 WHITE, OR TREMCO/TREMSIL 200; PROVIDE AT INTERIOR AREAS WHERE c. PLACE SETTING BLOCKS AT QUARTER POINTS WITH EDGE BLOCK, NO MORE THAN 6"FROM 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL REINFORCING STEEL. CHAIRS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS SEALANT WILL BE EXPOSED TO WATER. CORNERS. O 4563 i• CONFORM TO THE LOCAL AND STATE CODES,AND ALL GOVERNING CODES. WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. STAIRS WHICH BEAR ON EXPOSED CONCRETE 7. GENERAL INTERIOR JOINT SEALER: PECORA/AC-20, SONNEBORN/SONOLAC, OR TREMCO/ULTREM d. INSTALL REMOVABLE STOPS WITHOUT DISPLACING GLAZING GASKET. `,-��.201� a . �. E. QUALITY CONTROL: SURFACES TO RECEIVE SANDBLAST FINISH SHALL BE STAINLESS STEEL. 1500 ACRYLIC OR LATEX EMULSION. E. WALL MOUNTED GLASS MIRRORS: MOI- 1. MAINTAIN QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE H. MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PER ACI STANDARDS. 8. FIRE RATED SEALANT:ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE-RATED PARTITIONS AND 1. PROVIDE GLASS MIRRORS FROM AN EXPERIENCED INSTALLER WHO HAS COMPLETED MIRROR CONDITIONS AND WORKMANSHIP TO PRODUCE WORK OF SPECIFIED QUALITY. I. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE IF A NEW CONCRETE SLAB IS REQUIRED IN FLOORS SHALL BE SEALED WITH CALCIUM SILICATE, SILICON"RTV"FOAM,"3M"FIRE-RATED SEALANT GLAZING SIMILAR IN MATERIAL, DESIGN,AND EXTENT TO THAT INDICATED;WHOSE WORK HAS 1 F a 2. REQUIRE MANUFACTURER OR SUPPLIER TO HAVE QUALIFIED PERSONNEL PROVIDE ON-SITE ALL OR PART OF THE LEASED SPACE. SUCH FLOOR SLAB SHALL BE INSTALLED IN ACCORDANCE WITH OR EQUAL BY HILTI AS REQUIRED TO COMPLY WITH FIRE-RATED ASSEMBLY REQUIREMENTS. RESULTED IN MIRROR INSTALLATIONS WITH A RECORD OF NOT LESS THAN 5 YEARS OF SUCCESSFUL 0 OBSERVATIONS AND RECOMMENDATIONS. THE CONTRACT DOCUMENTS, LOCAL CODES,AND COMMON STANDARDS OF PRACTICE TO THE 9. MISCELLANEOUS MATERIALS: PRIMERS, SEALERS, JOINT CLEANERS, BOND BREAKER TAPE,AND IN-SERVICE PERFORMANCE. 3. TESTING SHALL BE BY AN APPROVED TESTING LABORATORY AS REQUIRED BY SPECIFICATIONS LOCALITY OF THE PROJECTOR WHICHEVER IS STRICTER. IN THE ABSENCE OF THE ABOVE,THE SEALANT BACKER RODS AS RECOMMENDED BY SEALANT MANUFACTURER FOR APPLICATIONS 2. COMPLY WITH THE APPLICABLE RECOMMENDATIONS OF THE FOLLOWING.WHERE AND APPLICABLE CODES. CONTRACTOR SHALL CONTACT THE OWNER FOR DIRECTION. MINIMUM REQUIREMENTS FOR THE INDICATED. RECOMMENDATIONS CONFLICT THE MORE STRINGENT SHALL APPLY. 4. REPLACE WORK NOT CONFORMING TO SPECIFIED REQUIREMENTS. FLOOR SLABS ON GRADE SHALL BE FOUR INCH THICK CONCRETE SLAB REINFORCED WITH 6"x 6" 10. INSTALLATION: COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND ASTM C1193. a. GLASS ASSOCIATION OF NORTH AMERICA(GANA): "GLAZING MANUAL"AND THE MIRROR F. TEMPORARY FACILITIES AND CONTROLS: W.W.F.; CONCRETE SHALL BE PLACED OVER COMPACTED SAND/AGGREGATE BASE. PROVIDE 10 MIL D. FLASHING AND SHEET METAL: DIVISION'S"MIRRORS, HANDLE WITH EXTREME CARE:TIPS FOR THE PROFESSIONAL ON THE CARE 1. PROVIDE TEMPORARY CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS AS NOTED IN VAPOR RETARDER LOCATED IN CENTER OF THE COMPACTED SAND/AGGRETATE BASE.THE SOIL 1. PROVIDE FLASHING AND SHEET METAL AS INDICATED ON THE DRAWINGS. AND HANDLING OF MIRRORS." THE CONTRACT DOCUMENTS AND AS REQUIRED TO COMPLETE THE PROJECT IN ACCORDANCE WITH SHALL BE INSECT TREATED IF CUSTOMARY TO THE LOCALITY OR AS REQUIRED BY LANDLORD. a. CONFORM TO SMACNA ARCHITECTURAL SHEET METAL MANUAL REQUIREMENTS. b. NATIONAL GLASS ASSOCIATION(NGA):"CUSTOM MIRRORS, FABRICATION AND INSTALLATION. THE CONTRACT DOCUMENTS AND TO CONFORM TO REQUIREMENTS OF APPLICABLE AUTHORITIES. J. PROVIDE CONCRETE RESURFACING AND REHABILITATION FOR EXISTING CONCRETE SLABS AS 2. ALLOW FOR MOVEMENT OF COMPONENTS WITHOUT CAUSING BUCKLING, FAILURE OF JOINT 3. PROTECT MIRRORS ACCORDING TO MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS G. PRODUCT REQUIREMENTS: REQUIRED FOR INSTALLATION OF FLOOR FINISHES AS FOLLOWS: SEALS, UNDUE STRESS ON FASTENERS OR OTHER DETRIMENTAL EFFECTS,WHEN SUBJECT TO 100 NEEDED TO PREVENT DAMAGE TO MIRRORS FROM CONDENSATION,TEMPERATURE CHANGES 1. PROVIDE MATERIALS AND PRODUCTS BY MANUFACTURERS INDICATED IN THE CONTRACT 1. EXISTING CONCRETE SURFACES SHALL BE IMPROVED AND/OR REPAIRED TO PROVIDE A YEAR SEASONAL TEMPERATURE RANGES. DIRECT EXPOSURE TO SUN, OR OTHER CAUSES. DOCUMENTS. SUITABLE SURFACE FOR INSTALLATION OF ALL FLOOR FINISH MATERIALS AND TO COMPLY WITH ALL 3. FLASHING AND SHEET METAL: MATCH EXISTING, BUT NOT LESS THAN FOLLOWING 4. COMPLY WITH MIRROR MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SHIPPING, STORING, 2. REQUESTS FOR SUBSTITUTIONS WILL ONLY BE PERMITTED IF SUBMITTED IN WRITING AND ARE PROJECT AND/OR FIXTURE REQUIREMENTS. a. GALVANIZED METAL FLASHING:ASTM A924 AND A653 G90 GALVANIZED STEEL; MINIMUM 24 GAGE. AND HANDLING MIRRORS AS NEEDED TO PREVENT DETERIORATION OF SILVERING, DAMAGE TO APPROVED BY THE OWNER AND ARCHITECT. 2. FILL EXISTING STATIC SUBSTRATE CRACKS WITH CRACK ISOLATION MEMBRANE COMPLYING b. PREFINISHED METAL FLASHING:24 GAGE GALVANIZED STEEL WITH FACTORY FINISHED KYNAR EDGES,AND ABRASION OF GLASS SURFACES AND APPLIED COATINGS. STORE INDOORS, H. EXECUTION AND CLOSEOUT REQUIREMENTS: WITH ANSI 118.12 (FOR TREATMENT ALONG CRACKS ONLY; MUST BE INSTALLED OVER ANY REQUIRED 500 TYPE FLUOROPOLYMER COATING AND STRIPPABLE PROTECTIVE FILM; COLOR AS SELECTED PROTECTED FROM MOISTURE INCLUDING CONDENSATION. 1. CUT AND FIT COMPONENTS AS REQUIRED. PATCH DISTURBED AREAS TO MATCH ADJACENT SELF-LEVELING UNDERLAYMENT.) FROM MANUFACTURER'S FULL RANGE OF COLORS. 5. PROVIDE SILVERED FLAT GLASS MIRROR MATERIAL: 6.0 MM THICK AND COMPLYING WITH ASTM C MATERIALS. REFINISH ENTIRE SURFACES AS NECESSARY TO PROVIDE EVEN FINISH TO MATCH a. MAPEI MAPELASTIC AQUADEFENCE c. ALUMINUM FLASHING:ASTM B209,ALLOY AS REQUIRED TO MATCH FINISH SPECIFIED FOR OTHER 1503, MIRROR SELECT QUALITY FOR USE IN VISUALLY DEMANDING APPLICATIONS REQUIRING ADJACENT FINISH. REFINISH ENTIRE UNIT, IF NECESSARY. b. LATICRETE INTERNATIONAL HYDROBAN ALUMINUM COMPONENTS; THICKNESS MINIMUM 0.050"AT FLASHING. MINIMAL DISTORTIONS AND BLEMISHES. 2. PERFORM FINAL CLEANING OF ALL SURFACES EXPOSED TO VIEW FOR BOTH INTERIOR AND 3. PROVIDE PRE-BLENDED POLYMER-MODIFIED CEMENTITIOUS FAST SETTING HIGH FLOW E. WEATHER BARRIERS: 6. MIRROR EDGE TREATMENT: CUTTING AND POLISHING EXTERIOR ELEMENTS,AS APPLICABLE. REMOVE TEMPORARY LABELS,STAINS AND FOREIGN PATCHING MORTAR, FOR PATCHING, RAMPING AND SMALL FILL AREAS, SUITABLE FROM FEATHER 1. SHEET WEATHER BARRIER MEMBRANE: (DUPONT TYVEK COMMERCIAL WRAP)MANUFACTURER: a. TYPICAL MIRRORS: FLAT EDGES WHERE THE CLEAN CUT"SQUARE"EDGE OF THE GLASS IS FLAT SUBSTANCES;VACUUM CARPETED AND SOFT SURFACES; CLEAN DUCTS AND CLEAN SITE. EDGE TO 3 INCH(76MM)APPLICATION IN CONFINED AREAS AS A WEAR SURFACE. DUPONT;4417 LANCASTER PIKE, CHESTNUT RUN PLAZA 728, WILMINGTON, DE 19805; 1-800-44- AND SURFACES EDGES ARE SLIGHTLY ARRISSED.AFTER GRINDING THE ARISSES, EDGES SHALL BE 3. AT SUBSTANTIAL COMPLETION, PROVIDE DOCUMENTATION STATING WORK HAS BEEN a. MAPEI MAPECEM QUICKPATCH TYVEK(8-9835); HTTP://WWW.CONSTRUCTION.TYVEK.COM INSTALLATION SHALL BE IN ACCORDANCE POLISHED TO A HIGH GLOSS SURFACE WHERE THE SURFACE REFLECTIVITY IS SIMILAR IN SUBSTANTIALLY COMPLETED.WHERE OWNER REQUIRES USE OF SPACE PRIOR TO FINAL b. LATICRETE NXT PATCH WITH WEATHER BARRIER MANUFACTURER'S INSTALLATION GUIDELINES AND RECOMMENDATIONS. APPEARANCE TO THE MAJOR SURFACE OF THE GLASS. COMPLETION, PROVIDE LIST OF ITEMS TO BE COMPLETED. OWNER'S PROJECT MANAGER WILL 4. LARGE FILL AREAS AND LEVELING: PROVIDE POURABLE CEMENTITIOUS, HIGH-STRNGTH, FAST- SECURE USING WEATHER BARRIER MANUFACTURER RECOMMENDED FASTENERS, SPACE 12-18 b. IMMEDIATELY AFTER CUTTING THE FINAL SIZES,AND APPLYING EDGE TREATMENT;FACTORY • SUPPLEMENT LIST WITH ANY ITEMS DEEMED TO BE INCOMPLETE OR UNACCEPTABLE. SETTING, NON-SHRINK, SELF-LEVELING UNDERLAYMENT ACHIEVING A MINIMUM OF 4000 PSI INCHES VERTICALLY ON CENTER ALONG STUD LINE,AND 24 INCHES ON CENTER, MAXIMUM SEAL EDGES OF MIRRORS WITH EDGE SEALER TO PREVENT CHEMICAL OR ATMOSPHERIC 4. PROVIDE WRITTEN CERTIFICATION OF FINAL COMPLETION INDICATING WORK IS IN COMPLIANCE COMPRESSIVE STRENGTH AT 28 DAYS,COMPLYING WITH ASTM C349 AND SUITABLE FROM 1/8 INCH HORIZONTALLY. PENETRATION OF GLASS COATING. SEALER TO BE COMPATIBLE WITH GLASS COATING AND WITH CONTRACT DOCUMENTS, SYSTEMS HAVE BEEN TESTED AND ARE OPERATIONAL AND WORK IS TO 1 INCH(3MM TO 25MM)FOR LARGE FILL AREAS AND LEVELING. 2. FLUID-APPLIED WEATHER BARRIER MEMBRANE: LATICRETE MVIS AIR AND WATER BARRIER BY APPROVED BY MIRROR MANUFACTURER TO PROTECT AGAINST SILVER DETERIORATION. . READY FOR INSPECTION. a. MAPEI ULTRAPLAN 1 PLUS IN CONJUNCTION WITH PRIMER T(SELF-LEVELING PRIMER) LATICRETE INTERNATIONAL INC.; 1 LATICRETE PARK NORTH, BETHANY, CT 06524-3423; 1-800-423-4788 7. PROVIDE THE FOLLOWING, UNLESS OTHERWISE NOTED ON THE DRAWINGS FOR APPLICABLE 5. PROVIDE RECORD DOCUMENTS, MATERIAL AND FINISH DATA, OPERATION AND INSTRUCTION b. LATICRETE NXT LEVEL PLUS IN CONJUNCTION WITH LATICRETE NXT PRIMER EXT. 235 CONDITIONS; MANUALS,WARRANTIES AND BONDS AT COMPLETION. c. ARDEX ERM-EXTERIOR RAMP MORTAR G. WATERPROOF MEMBRANE: a. MIRROR SAFETY BACKING: CRL 24"CATEGORY II SHATTERPROOF SAFETY TAPE#2MT24. C.R. 6. PROVIDE WARRANTIES, SIGNED BY CONTRACTOR AND MANUFACTURER IN A FORM APPROVED 5. SHOT BLAST AFFECTED SLAB AREA PRIOR TO INSTALLATION OF ANY SELF-LEVELING 1. PROVIDE A MINIMUM 30 MIL.WATERPROOF MEMBRANE THAT IS COMPATIBLE WITH APPLIED LAURENCE CO. INC. 2503 E.VERNON AVE. LOS ANGELES, CA 90058(800)421-6144. SAFETY BACKING IS BY OWNER. UNDERLAYMENT TO ACHIEVE A SURFACE PROFILE BETWEEN CSP-3 AND CSP-6 AS PER ICRI APPLICABLE FLOOR FINISH AND AS MAY BE REQUIRED BY LANDLORD,WHERE INDICATED ON REQUIRED FOR ALL MIRRORS. A 03/08/19 DOC REL 02-IFP I. GENERAL CONDITIONS: STANDARDS. DRAWINGS. b. SETTING BLOCKS: NON-RUBBER OR NON-NEOPRENE BASED ELASTOMERIC MATERIAL REV DATE DOC REL##-DESCRIPTION 1. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 "GENERAL CONDITIONS OF THE K. UNLESS OTHERWISE INDICATED,ALL CONCRETE FLOORS ARE TO BE FINISHED WITH A CLEAR 2. EXTEND A MINIMUM OF 4"UP VERTICAL SURFACES IN TOILET ROOM AND WHERE REQUIRED BY MANUFACTURED FOR SETTING SILVERED FLAT GLASS MIRRORS, COMPATIBLE WITH ADHESIVE USED CONTRACTOR FOR CONSTRUCTION" IS A PART OF THE CONTRACT DOCUMENTS. SEALER OF TYPE INDICATED ON FINISH SCHEDULE IN DRAWINGS. LOCAL JURISDICTION. FOR PLACEMENT,WITH A TYPE A SHORE DUROMETER HARDNESS OF 85, PLUS OR MINUS 5. 1/8"WIDE 1. APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. H. EXTERIOR INSULATION AND FINISH SYSTEM IEIFSI: X 1/4"HIGH X 4"LONG. DIVISION 02-SELECTIVE DEMOLITION 1. PROVIDE POLYMER BASED DRAINABLE EIFS-CLAD BARRIER WALL ASSEMBLY SHOP APPLIED c. MIRROR MASTIC: PALMER PRODUCTS CORP.,"MIRROR-MASTIC", (502)893-3668, (800)431-6151, FAX PROJECT# 187747 DIVISION 4-MASONRY OVER SHEATHING ON METAL FRAMING AND/OR AS INDICATED ON DRAWINGS. (502)895-9253. • A. DEMOLITION AND SPACE PREPARATION: 2. PROVIDE SYSTEM BY STO, INC.THAT HAS BEEN TESTED TO SHOW COMPLIANCE WITH NFPA 268& d. DRYWALL AND PLYWOOD PAINT(POROUS SUBSTRATE PRIMER): PALMER PRODUCTS CORP. PROJECT MANAGER M. FREDERICK 0 1. WITHIN FIVE(5)DAYS OF COMMENCEMENT OF CONSTRUCTION,OR WITHIN TWO(2)DAYS A. THE CONTRACTOR SHALL ACCOMPLISH ANY MISCELLANEOUS MASONRY WORK INDICATED ON 285. "MIRROR-MASTIC BOND", (502)893-3668, (800)431-6151, FAX(502)895-9253. `" FOLLOWING COMPLETION OF DEMOLITION,THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE THE PLANS, OR NOT INDICATED ON THE PIANS YET INCIDENTAL TO THE ACCOMPLISHMENT OF N 3. PROVIDE WATER-BASED FINISH COAT(COLOR AND TEXTURE AS INDICATED ON DRAWINGS)OVER e. TOP AND BOTTOM ALUMINUM J CHANNELS:ALUMINUM EXTRUSIONS WITH A RETURN DEEP DESIGNED BY M. FREDERICK AND REPORT TO THE OWNER'S CONSTRUCTION MANAGER ANY DISCREPANCIES IN THE LEASE-HOLD OTHER WORK. WHERE APPLICABLE, MASONRY WORK SHALL MATCH EXISTING WORK. NEW FIBER-REINFORCED BASE COAT COMPATIBLE WITH INSULATION BOARD AND REINFORCING MESH. ENOUGH TO PRODUCE A GLAZING CHANNEL TO ACCOMMODATE 6 MM THICK MIRRORS AND HEAVY `r' DRAWN BY J. CHEDID o DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING MASONRY WORK SHALL BE NEATLY TOOTHED INTO EXISTING MASONRY IF APPLICABLE. 4. PROVIDE SQUARE-EDGED EXPANDED POLYSTYRENE BOARD INSULATION OF THICKNESS BODIED MIRROR MASTIC SPECIFIED AND IN A SINGLE PIECE.THE ENDS OF THE BACK LIPS OF ALL °' DRAWINGS(G.C.TO PAY SPECIAL ATTENTION TO POP-UP CEILING AREAS, CEILING HEIGHTS,AND B. PROVIDE ADHERED MASONRY THIN BRICK VENEER AS INDICATED ON THE DRAWINGS AND INDICATED ON DRAWINGS, COMPLIANT WITH ASTM C578 AND ASTM E84. CHANNELS SHALL BE FACTORY SNIPPED AND FILED SO THAT THEY WILL NOT BE SEEN AFTER QUALCHECK A. ECKERT N AVAILABLE HEIGHT FOR ROLL-UP ENTRANCE GRILLES). COMPLYING WITH ASTM C1088. INSTALL WITH THINSET BOND EPDXY ADHESIVE AS RECOMMENDED 5. PROVIDE ALL ACCESSORIES, INCLUDING NECESSARY FASTENERS, SEALERS, PRIMERS AND INSTALLATION. SHEET TITLE 01 2. GENERAL CONTRACTOR IS TO CONTACT LANDLORD'S ON-SITE MANAGER PRIOR TO ANY BY MANUFACTURER AND GROUT JOINTS WITH PORTLAND CEMENT MORTAR AS RECOMMENDED BY FLASHING AS NOTED ON DRAWINGS AND AS REQUIRED FOR A COMPLETE INSTALLATION. (1) BOTTOM TRIM: C.R. LAURENCE CO. INC., 1/4"STANDARD"J"CHANNEL(CATALOG NUMBER D636P • DEMOLITION WORK TO DETERMINE THE AVAILABILITY OF DUMPSTER PLACEMENT, NOISE AND DUST MANUFACTURER. FINISH WITH WAX OR PAINT AS INDICATED ON DRAWINGS. POLISHED FINISH), (800)421-6144, FAX(800)262-3299. J-CHANNELS FORMED WITH FRONT LEG AND ABATEMENT REQUIREMENTS, ETC. I. TESTING: BACK LEG NOT LESS THAN 3/8"AND 7/8"IN HEIGHT, RESPECTIVELY. SPECIFICATIONS 3. GENERAL CONTRACTOR IS TO ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM DIVISION 5-METALS 1. The completed building shall be tested and the air leakage rate of the building envelope shall not exceed 0.40 (2) TOP TRIM: C.R. LAURENCE CO. INC., 1/4"DEEP NOSE"J"CHANNEL(CATALOG NUMBER D645P 00 DEMOLITION WORK AND INSTALL TEMPORARY PROTECTED MEANS OF EGRESS FROM REQUIRED cfm/ft2 at a pressure differential of 0.3 inches water gauge(2.0 Us•m2 at 75 Pa) in accordance with ASTM E 779 POLISHED FINISH), (800)421-6144, FAX(800)262-3299. J-CHANNELS FORMED WITH FRONT LEG AND N EXITS, INCLUDING TEMPORARY LIGHTING AND SAFETY DEVICES,ALL IN ACCORDANCE WITH A. STRUCTURAL STEEL: REFER TO STRUCTURAL DRAWINGS (WHERE APPLICABLE.) or an equivalent method approved by the code official. BACK LEG NOT LESS THAN 5/8"AND 1-3/16"IN HEIGHT, RESPECTIVELY. O GOVERNING STATE AND LOCAL CODE AND LANDLORD REQUIREMENTS. B. METAL STUDS: GALVANIZED STEEL STUDS SIZED AS INDICATED ON DRAWINGS OR AS REQUIRED. f. STUD FASTENERS: PROVIDE#6 GAGE DIAMETER, 1-5/8"LONG, PHILLIPS BUGLE HEAD, SLEF- co 5. THE GENERAL CONTRACTOR SHALL REMOVE, REPAIR, RESTORE AND REPLACE WHERE INCLUDE ALL ACCESSORIES, SUCH AS BRIDGING,TRACK, ETC. PROVIDE ALL MISCELLANEOUS BOLTS, DIVISION 8-OPENINGS DRILLING TYPE, FINE THREADED STEEL SCREW FASTENERS IN QUANTITY AS REQUIRED FOR QNECESSARY OR INDICATED ON THE DRAWINGS OR AS REQUIRED. CUT ALL NECESSARY OPENINGS CLIPS,ANCHORS,ANGLES, BRACKETS, SLEEVES, FASTENERS,AND OTHER METAL ITEMS AS SUPPORT AND FASTENING OF WOOD TRIMS AND MIRRORS CHANNELS TO DRYWALL STUD FRAMING FOR ANY REQUIRED PURPOSE AND REPAIR,WHERE NECESSARY,AFTER CUTTING. INSOFAR AS REQUIRED. A. DOORS AND HARDWARE: AND SHEET METAL BACKER PLATES. HILTI KWI-PRO SELF DRILL DRYWALL SCREWS,ORDERING NAME: O POSSIBLE,ALL PROTRUSIONS, MARKS, CRACKS OR OTHER EVIDENCE OFA DEFICIENT OR DAMAGED 1. COLD FORMED STEEL FRAMING SHALL CONFORM TO REQUIREMENTS OF THE LATEST EDITION OF 1. PROVIDE WOOD AND STEEL DOORS, FRAMES AND ACCESSORIES AS INDICATED ON DRAWINGS 6"X 1'-5/8"PBH SD, ITEM#: 00086216; HILT!CORPORATION(800)879-8000. 2 CONDITION SHALL BE ELIMINATED UNLESS SPECIFICALLY NOTED OTHERWISE. ANY PARTS WHICH ANSI"SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS"AND WITH AND AS REQUIRED FOR COMPLETE INSTALLATION. g. PLYWOOD FASTENERS: PROVIDE MINIMUM#6 GAGE DIAMETER, PHILLIPS FLAT HEAD, SHARP - < ARE SPLIT,CRACKED, CHIPPED, SPALLED, BROKEN, MISSING, OR OUT OF LINE OR ADJUSTMENT, ASTM C955 AND C1007. 2. DOOR HARDWARE: REFER TO DOOR SCHEDULE FOR HARDWARE SPECIFICATIONS. POINTED, COARSE THREADED, STEEL WOOD SCREW FASTENERS IN QUANTITY AS REQUIRED. J� EE MECHANICALLY OR STRUCTURALLY UNSAFE OR UNSOUND, BENT,TORN,OR OTHERWISE DEFICIENT 2. STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE 3. HOLLOW METAL FRAMES: K.D. MINIMUM 16 GAUGE. SIZE AND SHAPE PER DOOR SCHEDULE. FURNISH PLYWOOD FASTENERS IN LENGTH AS REQUIRED TO SPAN THROUGH WOOD MIRROR AS■1 QRUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE 4. LABELED DOORS:WHERE REQUIRED, PROVIDE U.L. LABEL DOORS AND FRAMES PER APPLICABLE SHEET NUMBER = UPPER AND LOWER 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=20'-0"i �� 1"=30'-0" 1"=40'-0"`__,mimmilm 1"=5a-0", immiromi I 1"=60-0"mon __ ingimm. I 1"=80'-0"Oimm 1"=100-0"�� 1"=200_0„ � 1"=400-0" �� 1"=500'-0"mem usimmerro , 1"=1000'-0" mum ingiegimig i 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1)i"=1,-0" i 1"=1'-O"i �e . 3/4"=1'-0" )4"=1'-0"'i� 1 "=1'-0" y4,=1,-0„- %ie'=1'-0"'i "=1'-0" ire , 3„=1'-0"r� I 346=1'-0"�I�..1�� SPECIFICATIONS ALTAR ' CI 8. PREPARATION APPLICABLE. ASTM F710; REMOVE SUBFLOOR RIDGES AND BUMPS; FILL LOW SPOTS, CRACKS, JOINTS, HOLES AND 2"WIDE, COLOR AS INDICATED ON DRAWINGS. a. COMPLY WITH MASTIC MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS FOR h. NON-SALES CEILING:AS SCHEDULED OR EQUAL. CLASS"A"RATING. DEFECTS WITH SUBFLOOR FILLER. B. TOILET ACCESSORIES: PREPARATION OF SUBSTRATES. i. WHEN A ONE-HOUR FIRE-RATED CEILING ASSEMBLY IS REQUIRED BY LANDLORD, 12. FLOORING INSTALLATION: CONFORM TO MANUFACTURER'S RECOMMENDATIONS AND 1. GENERAL: PROVIDE TOILET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED STATE MIRROR, DRYWALL AND PLYWOOD SUBSTRATES SHALL BE FREE OF DUST, BE CLEAN,AND DRY STATE OR LOCAL CODES, THEN GENERAL CONTRACTOR IS TO CONFORM WITH INSTALLATION INSTRUCTIONS; SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO INSTALLATION. PRIOR TO APPLICATION OF MIRROR MASTIC AND DRYWALL AND PLYWOOD PAINT. IF PLYWOOD OR UNDERWRITER'S LABORATORIES DESIGN FOR A ONE-HOUR RATED ASSEMBLY AS ENSURE FULL ADHESION; SCRIBE FLOORING TO WALLS, COLUMNS,AND OTHER 2. CODES AND REGULATIONS: COMPLY WITH STATE AND FEDERAL REQUIREMENTS FOR ENSURING DRYWALL SURFACES HAVE BEEN PAINTED PRIOR TO APPLICATION OF THE SPECIFIED DRYWALL AND SCHEDULED. APPURTENANCES,TO PRODUCE TIGHT JOINTS. ACCESS FOR PERSONS WITH DISABILITIES. PLYWOOD PAINT THE EXISTING PAINT SHALL BE SANDED THROUGH THE ORIGINAL SURFACE AND 5. COLD-FORMED METAL CEILING SYSTEMS: COMPLY WITH ASTM C754 FOR CONDITIONS INDICATED. a INSTALL MINIMUM 1/2 TILE AT ROOM AND AREA PERIMETER;TERMINATE RESILIENT FLOORING AT 3. MANUFACTURERS:AS INDICATED ON DRAWINGS. THE SUBSTRATE CLEANED PRIOR TO THE APPLICATION OF DRYWALL AND PLYWOOD PAINT. a. TIE WIRE TO COMPLY WITH ASTM A641 CLASS 1 ZINC COATING, 0.0625 INCH DIAMETER WIRE. CENTERLINE OF DOOR OPENINGS WHERE ADJACENT FLOOR FINISH IS DISSIMILAR; INSTALL EDGE 4. ACCESSORIES AS INDICATED ON DRAWINGS: PROVIDE GRAB BARS WITH CONCEALED MOUNTING, b. CONCRETE ANCHORS TO BE FABRICATED FROM CORROSION-RESISTANT MATERIALS CAPABLE STRIPS AT UNPROTECTED AND EXPOSED EDGES WHERE FLOORING TERMINATES. SIZES AND SHAPES AN INDICATED AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS. F. ALUMINUM-FRAMED ENTRANCES &STOREFRONTS: OF SUSTAINING A LOAD EQUAL TO 5 TIMES THAT IMPOSED BY CONSTRUCTION PER ASTM E488. 13. BASE INSTALLATION:COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATION 5. MATERIALS: STAINLESS STEEL,ASTM A666, COMMERCIAL GRADE,TYPE 302/304, NUMBER 4 SATIN 1. GENERAL: INSTALL G.C. SUPPLIED EXTRUDED ALUMINUM ENTRANCE SYSTEM c. WIRE HANGERS TO BE 0.162"DIAMETER WITH CLASS 1 ZINC COATING AND SHALL COMPLY WITH INSTRUCTIONS;APPLY TO WALLS, COLUMNS, PILASTERS, CASEWORK,AND OTHER PERMANENT FINISH, SATIN CHROME ACCEPTABLE WHERE STAINLESS STEEL IS NOT AVAILABLE FOR ACCESSORY WITH DOORS, FRAMES, HARDWARE,AND ACCESSORIES AS REQUIRED FOR ASTM A641. FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. ITEM SCHEDULED. GAGES AS STANDARD WITH MANUFACTURER OF SPECIFIED ITEMS: COMPLETE WEATHERTIGHT INSTALLATION. d. HANGER RODS TO BE MINIMUM 0.25"DIAMETER COMPLYING WITH ASTM A510. a. MITER INTERNAL CORNERS; USE PREMOLDED SECTIONS FOR EXTERNAL CORNERS AND a. FASTENERS, SCREWS AND BOLTS: HOT DIP GALVANIZED;AS RECOMMENDED BY ACCESSORY 2. STANDARDS: COMPLY WITH ARCHITECTURAL ALUMINUM MANUFACTURERS e. ANGLE HANGERS SHALL COMPLY WITH ASTM A653. EXPOSED ENDS; SCRIBE AND FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. MANUFACTURER FOR COMPONENT AND SUBSTRATE. ASSOCIATION(AAMA)"ALUMINUM STORE FRONT AND ENTRANCE MANUAL." f. CARRYING CHANNELS SHALL BE COLD-ROLLED COMMERCIAL STEEL WITH BASE METAL 14. CLEANING: CLEAN,SEAL AND WAX FLOOR IN ACCORDANCE WITH MANUFACTURER'S b. CONCEALED SURFACES: PRETREAT AND CLEAN, SPRAY APPLY ONE COAT PRIMER AND BAKED 4. WARRANTY REGULATIONS:COMPLY WITH APPLICABLE CODES AND REGULATIONS. gel FURRING CHANNELSNSHALL BE 7/8"DEP HAT-SHAPED SECTIONS WITH MINIMUM BASE RECOMMENDATIONS. 6.N EQUIPMENT:AS INDICATED ON DRAWING: YY�/�� 3. CODES AND OF 0.0538" 1/2"FLANGE. FINISH. ASH 1 NGTON SQUARE a. CORRECT DEFECTIVE WORK FOR A PERIOD OF 5 YEARS FROM SUBSTANTIAL COMPLETION. THICKNESS OF 0.0179". F. RESILIENT BASE: a. GRAB BARS: STAINLESS STEEL TYPE 304 TO MEET REQUIREMENTS OF ASTM#F446-85. 9345 SW WASHINGTON SQUARE RD b. 5 YEAR MANUFACTURER WARRANTY AGAINST FAILURE OF GLASS SEALS. INCLUDE PROVISION h. INSTALL COLD-ROLLED CEILING SYSTEM COMPONENTS IN SIZES AND SPACES INDICATED, BUT 1. PROVIDE AS INDICATED ON FINISH SCHEDULE ON DRAWINGS. 7. FABRICATION:WELD AND GRIND SMOOTH JOINTS OF FABRICATED COMPONENTS; FORM SPACE NO. T-13 FOR REPLACEMENT OF FAILED UNITS. NOT LESS THAN THAT REQUIRED BY THE REFERENCED STANDARDS: 2. PROVIDE COVED BASE AT HARD FLOOR SURFACES AND STRAIGHT BASE AT CARPETED AREAS. EXPOSED SURFACES FROM ONE SHEET OF STOCK, FREE OF JOINTS. c. 5 YEAR MANUFACTURER WARRANTY AGAINST FINISH DEGRADATION. (1)WIRE HANGERS-48"O.C. MINIMUM 3. MITER INTERNAL CORNERS; USE PRE-MOULDED SECTIONS FOR EXTERNAL CORNERS AND a. FABRICATE UNITS WITH TIGHT SEAMS AND JOINTS, EXPOSED EDGES ROLLED; HANG DOORS AND TIGARD, OREGON 97223 5. MANUFACTURER: CUSTOM STOREFRONTS, INC. OR AS INDICATED ON DRAWINGS. (2)CARRYING CHANNELS-48"O.C. EXPOSED ENDS; SCRIBE AN FIT TO DOOR FRAMES AND OTHER OBSTRUCTIONS. ACCESS PANELS WITH CONTINUOUS PIANO HINGES; PROVIDE CONCEALED ANCHORAGE WHERE 6. STOREFRONT: EXTRUDED ALUMINUM ENTRANCE SYSTEM AS INDICATED ON DRAWINGS. (3)FURRING CHANNELS-24"O.C. 4. INSTALL USING WATER-BASED ADHESIVE AS RECOMMENDED BY MANUFACTURER FOR POSSIBLE. a.ALUMINUM TYPE:AS RECOMMENDED BY MANUFACTURER FOR APPLICATION INDICATED, BUT i. SEISMIC STANDARDS: MUST COMPLY WITH THE FOLLOWING: SUBSTRATE CONDITIONS INDICATED. b. PROVIDE STEEL ANCHOR PLATES AND ANCHOR COMPONENTS FOR INSTALLATION. NOT LESS THAN EXTRUDED ALUMINUM,ASTM B221, 6061 OR 6063 ALLOY AND T5 OR T6 TEMPER. (1)SUSPENSION SYSTEM COMPONENTS AND INSTALLATION-ASTM C754-11 5. FILL ALL SUBSTRATE VOIDS, PRIOR TO INSTALLATION,WITH MANUFACTURERS RECOMMENDED c. FORM SURFACES FLAT WITHOUT DISTORTION; MAINTAIN FLAT SURFACES WITHOUT SCRATCHES b. FINISH PROFILE AND COLOR AS NOTED IN THE DRAWINGS. (2)ASCE 7-10 ADHESIVE FILLER MATERIAL. AND WITHOUT DENTS; FINISH EXPOSED EDGES EASED, FREE OF SHARP EDGES WHERE POTENTIAL 7. GLAZING AS SPECIFIED HEREIN IN GLASS AND GLAZING SECTION. (3)AISI 5100-07/52-10 EXISTING FOR PHYSICAL CONTACT. 8. GLAZING ACCESSORIES AS SPECIFIED HEREIN AND OF TYPE RECOMMENDED BY MANUFACTURER (4)CALIFORNIA BUILDING CODE (LATEST EDITION) G. GYPSUM PLASTERING: d. HOT DIP GALVANIZE FERROUS METAL ANCHORS AND FASTENING DEVICES. TO SUIT SECURITY LOCATIONS AND APPLICATIONS FOR DRY GLAZING INSTALLATION. j. WATER RESISTANT GYPSUM BACKING BOARD: PROVIDE TYPE'X'FOR SURFACES BEHIND THINSET 1. PROVIDE GYPSUM PLASTERING AND ALL ACCESSORIES AS REQUIRED FOR COMPLETE e. SHOP ASSEMBLE COMPONENTS; PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. 9. MISCELLANEOUS MATERIALS: TILE, EXCEPT FOR WET AREAS AND AS OTHERWISE INDICATED, PROVIDE FOR MOLD RESISTANCE, INSTALLATION. 8. INSTALLATION: COMPLY WITH MANUFACTURER RECOMMENDATIONS AND APPLICABLE CODES0 H A FA R I a. STEEL REINFORCEMENT AND BRACKETS: MANUFACTURER'S STANDARD WITH MINIMUM 2 OZ. SCORE OF 10, PER ASTM D3273. 2. COMPLY WITH ASTM C842 REQUIREMENTS OR GYPSUM PLASTER MANUFACTURER'S WRITTEN AND REGULATIONS. HOT-DIP ZINC COATING,ASTM A123,APPLIED AFTER FABRICATION. k. PROVIDE CEMENTITIOUS FIBER-MAT REINFORCED SHEATHING AS A BACKERBOARD FOR TILE IN RECOMMENDATIONS,WHICHEVER ARE MORE STRINGENT. C. FIRE EXTINGUISHERS: b. BITUMINOUS PAINT: COLD-APPLIED MASTIC, SSPC PAINT 12, COMPOUNDED FOR 30 MIL WET AREAS AND WHERE INDICATED ON DRAWINGS. REFER TO DIVISION 6 OF SPECIFICATIONS FOR 3. MAINTAIN TEMPERATURES BETWEEN 55°F AND 80°F FOR A MINIMUM OF SEVEN DAYS PRIOR TO 1. GENERAL: PROVIDE PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS AND MOUNTING BRACKETS THICKNESS PER COAT. MORE INFORMATION. APPLICATION. FOR FIRE EXTINGUISHERS. 89 MONROE CENTER c. FLASHING: INSTALL SUB-SILL FLASHING MEMBERS; MINIMUM 22 GAGE SHEET ALUMINUM OF 4. INSTALL OVER EXPANDED METAL LATH,ASTM C847 COLD-ROLLED CARBON STEEL SHEET WITH 2. NFPA COMPLIANCE: FABRICATE AND LABEL FIRE EXTINGUISHERS TO COMPLY WITH NFPA 10, SUITE 400 SIZES AND SHAPES INDICATED AND AS REQUIRED TO DRAIN WATER TO EXTERIOR OR AS OTHERWISE C. CERAMIC TILE: ASTM A653/A653M, G60 HOT-DIP GALVANIZED ZINC COATING. LATH TO BE SELF-FURRING DIAMOND "PORTABLE FIRE EXTINGUISHERS." GRAND RAPIDS, MI 49503 USA SHOWN AND DETAILED ON DRAWINGS; MATCH ADJACENT ALUMINUM MEMBER FINISH,WHERE 1. CERAMIC TILE AS SPECIFIED IN FINISH SCHEDULE AND RESPONSIBILITY SCHEDULE. (IF MESH,2.5LBS/SQ.YD.WITH KRAFT PAPER BACKING. 3. FIRE EXTINGUISHERS: LISTED AND LABELED FOR TYPE, RATING,AND CLASSIFICATION BY AN TEL +1.616.771.0909 APPROPRIATE. APPLICABLE) 5. PROVIDE SHEET STEEL BEADS, SCREEDS, CONTROL JOINTS AND OTHER ACCESSORIES AS INDEPENDENT TESTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. www.gI-afari.corn d. ANCHORING DEVICES: CORROSION RESISTANT TYPE CAPABLE OF SUPPORTING ENTRANCE 2. INSTALL CERAMIC TILE USING RECOMMENDED METHODS OF THE TILE CONTRACTORS INDICATED AND AS REQUIRED FORA COMPLETE INSTALLATION. 4. MULTIPURPOSE DRY-CHEMICAL TYPE: UL-RATED NOMINAL CAPACITY,WITH MONOAMMONIUM SYSTEM AND SUPERIMPOSED DESIGN LOADS; DESIGN TO ALLOW ADJUSTMENTS OF SYSTEM PRIOR ASSOCIATION OF AMERICA AND THE TILE COUNCIL OF NORTH AMERICA, INC. (TCNA) PHOSPHATE-BASED DRY CHEMICAL IN MANUFACTURER'S STANDARD ENAMELED CONTAINER. TO BEING PERMANENTLY FASTENED IN PLACE. 3. INSTALL CERAMIC TILE USING GROUT AND JOINT SPACING SPECIFIED IN FINISH SCHEDULE. H. GLASS-FIBER REINFORCED PLASTER FABRICATIONS 5. MOUNTING BRACKETS: MANUFACTURER'S STANDARD STEEL, DESIGNED TO SECURE FIRE 11. FABRICATION: 4. ADHESIVE AND GROUT ARE TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR(PER 1. PROVIDE MOLDED GLASS-FIBER-REINFORCED PLASTER FABRICATIONS WITH STRUCTURAL EXTINGUISHER TO WALL OR STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF FIRE a. ACCURATELY FIT TOGETHER JOINTS AND CORNERS; MATCH COMPONENTS ENSURING MANUFACTURER'S SPECIFICATIONS)AS INDICATED ON DRAWINGS. REINFORCING/EMBEDMENTS AS REQUIRED,AS INDICATED ON DRAWINGS AND COMPLYING WITH EXTINGUISHERS INDICATED,WITH RED BAKED-ENAMEL FINISH. CONTINUITY OF LINE AND DESIGN; ENSURE JOINTS AND CONNECTIONS ARE FLUSH, 1/64th INCH MAX. 5. CAREFULLY CLEAN ALL WORK AND REPLACE OR RE-POINT ANY DAMAGED WORK AND LEAVE IN ASTM C1381 AND ASTM C1355. 6. INSTALL FIRE EXTINGUISHERS AND MOUNTING BRACKETS IN LOCATIONS INDICATED AND IN AND WEATHERPROOF. PERFECT CONDITION. USE NO ACID,AGENT OR DEVICE THAT WILL MAR SURFACE. CONSULT WITH 2. PROVIDE ADHESIVES, FASTENERS,JOINT TREATMENT MATERIALS AND CONTROL JOINTS AS COMPLIANCE WITH REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. b. SEPARATE DISSIMILAR MATERIALS WITH BITUMINOUS PAINT OR PREFORMED SEPARATORS OWNER'S CONSTRUCTION MANAGER FOR INSTRUCTIONS(DO NOT POLISH CERAMIC TILE). RECOMMENDED BY MANUFACTURER AND AS REQUIRED FOR A COMPLETE INSTALLATION. a. MOUNTING BRACKETS:48"ABOVE FINISHED FLOOR TO TOP OF FIRE EXTINGUISHER. WHICH WILL PREVENT CORROSION. 6. CERAMIC TILES ARE TO BE SET WITHOUT TRIPPING HAZARD TO CUSTOMERS OR STAFF. 3. REPAIR HOLLOWS,VOIDS, SCRATCHES AND OTHER SURFACE IMPERFECTIONS ON UNITS AS 7. FIRE EXTINGUISHER CABINET 12. INSTALLATION: INSTALL ALUMINUM FRAMED STOREFRONT ASSEMBLIES, INCLUDING ENTRANCES, 7. THE GENERAL CONTRACTOR IS RESPONSIBLE TO CORRECT RAISED CERAMIC TILES FOR THE REQUIRED. FILL JOINTS BETWEEN UNITS,OTHER THAN CONTROL JOINTS,AND COUNERSUNK a. FORMED PRIMED STEEL; 0.036"THICK BASE METAL. IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND TO MEET DESIGN ENTIRE DURATION OF THE WARRANTY PERIOD AT THE DIRECTION OF THE OWNER'S CONSTRUCTION FASTENER HEADS TO COMPLY WITH ASTM C840 FOR LEVEL 4 FINISH. b. 0.036"DOOR, REINFORCED FOR RIGIDITY. REQUIREMENTS INDICATED, FOR WEATHERTIGHT INSTALLATION. MANAGER. I. WALL COVERINGS: c. CABINET FINISH: BAKED ENAMEL, WHITE ENAMEL OR AS SELECTED BY OWNER FROM STANDARD a. ENSURE ASSEMBLIES ARE PLUMB, LEVEL AND FREE OF WARP OR TWIST; MAINTAIN 8. TEST ON GRADE SLABS FOR RELATIVE HUMIDITY WITH A PROBE TEST COMPLYING WITH ASTM 1. PROVIDE WALL COVERING AND ADHESIVE,AS RECOMMENDED BY MANUFACTURER,AS COLORS. DIMENSIONAL TOLERANCES AND ALIGNMENT WITH ADJACENT WORK. F-2170. IF THE VALUE DOES NOT MEET FLOOR FINISH MOISTURE STANDARD AND/OR IF THE VALUE IS INDICATED IN FINISH SCHEDULE IN DRAWINGS. D. MOBILE/FIXED STORAGE SHELVING: b. USE SUFFICIENT ANCHORAGE DEVICES TO SECURELY AND RIGIDLY FASTEN ASSEMBLIES TO ABOVE 75%,WHICHEVER IS MORE STRINGENT,THEN MOISTURE MITIGATION IS REQUIRED. 2. MAINTAIN FLAME SPREAD/SMOKE DEVELOPED INDEX OF 25/50 MAXIMUM,WHEN TESTED IN 1. GENERAL: PROVIDE MOVABLE AND FIXED COMPACT STORAGE SYSTEM; PROVIDE ACCESSORIES BUILDING. 9. IF SLAB MOISTURE MITIGATION IS REQUIRED,THE CONCRETE SUBSTRATE MUST BE PREPARED ACCORDANCE WITH ASTM EM. AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. REGISTRATION SEAL , c. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, USING BY SHOT-BLASTING TO ACHIEVE A SURFACE PROFILE BETWEEN CSP-3 AND CSP-6 AS PER ICRI 3. PROVIDE ADHESIVE AND FILLER MATERIALS, COMPLIANT WITH SUBSTRATE AND IN ACCORDANCE 2. EXAMINATION: EXAMINE SUBSTRATES AND CONDITIONS UNDER WHICH COMPACTED STORAGE PROPER TEMPLATES.COORDINATE INSTALLATION OF CYLINDERS WITH SECTION 08700. STANDARDS. SUBJECT TO COMPLIANCE WITH MANUFACTURER COMPLIANCE, PROVIDE A MOISTURE WITH MANUFACTURER'S RECOMMENDATIONS AS REQUIRED FOR A COMPLETE INSTALLATION. SYSTEM IS TO BE INSTALLED. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS d. INSTALL SILL MEMBERS AND THRESHOLDS IN BED OF COMPOUND, JOINT FILLERS OR GASKETS MITIGATION BARRIER BY ONE OF THE FOLLOWING: 4. INSTALL WHEN SURFACE AND AMBIENT TEMPERATURES ARE WITHIN RANGES REQUIRED BY HAVE BEEN CORRECTED. TO PROVIDE WEATHERTIGHT CONSTRUCTION. a. "PLANISEAL VS FAST'BY MAIPEI CORP. WALL COVERING AND ADHESIVE MANUFACTURERS. 3. MANUFACTURER: PIPP MODEL# e. GLASS INSTALLATION TO COMPLY WITH GANA GLAZING MANUAL AND GLAZING MANUFACTURER b. "LATICRETE NXT PRIMER"APPLIED OVER"312 VAPOR REDUCTION MEMBRANE" 4. INSTALL UNITS AND ACCESSORIES AT LOCATIONS SHOWN IN ACCORDANCE WITH INSTRUCTIONS. DO NOT ALLOW GLASS TO TOUCH METAL SURFACES. 10. INSTALL THINSET TILE OVER WATER RESISTANT GYPSUM BACKING BOARD OR CEMENTITIOUS J. GLASS FIBER REINFORCED PLASTIC PANELS: MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, LEVEL, PLUMB, SECURE AND AT FIBER-MAT REINFORCED SHEATHING AS INDICATED ON DRAWINGS AND SPECIFIED IN 1. PROVIDE WALL PANELS BY MARLITE OR APPROVED EQUAL; STANDARD FRP; SIZE, COLOR AND PROPER HEIGHT. INSTALLATION LOCATION TO BE DETERMINED ON SITE BY OWNER 40 11/1) G. WOOD DOORS AND WOOD STOREFRONT SYSTEM: SPECIFICATIONS-DIVISION 9 AND DIVISION 6, RESPECTIVELY. CONFIGURATION IN ACCORDANCE WITH THE DRAWINGS. REPRESENTATIVE. , 1. STOREFRONT VENDOR IS RESPONSIBLE FOR DESIGN&INSTALLATION OF EXTERIOR 11. PROVIDE CRACK SUPPRESSION MEMBRANE UNDER THINSET FLOOR TILE ON CONCRETE SLABS. 2. SURFACE BURNING CHARACTERISTICS TO BE A FLAME SPREAD INDEX OF 25 MAXIMUM AND 5. CLEANING: CLEAN UNITS AND REPAIR OR REPLACE DAMAGED UNITS AS DIRECTED BY PROJECT RAYIVIOIW STOREFRONT SYSTEM AND FOR COMPLIANCE WITH LOCAL JURISDICTIONAL STANDARDS FOR WIND PROVIDE MEMBRANE AS RECOMMENDED BY TILE MANUFACTURER. SMOKE DEVELOPED INDEX OF 450 MAXIMUM PER ASTM E84. MANAGER.TOUCH-UP MARRED FINISHES OR REPLACE COMPONENT PARTS AS NECESSARY TO S.CLARK ,... LOAD AND AIR AND WATER INFILTRATION, INCLUDING ANY TESTING REQUIREMENTS AND a. MATERIAL TO COMPLY WITH ANSI 118.12. 3. PROVIDE SEALANT AND ADHESIVE AS RECOMMENDED BY THE MANUFACTURER. ELIMINATE EVIDENCE OF DAMAGE OR DETERIORATION. APPROVALS. b. THICKNESS:20 MILS MAXIMUM. 6. PROTECTION: PROVIDE PROTECTION FOR INSTALLED SYSTEM TO ENSURE PERFECT OPERATING O 4583 /. 2. PROVIDE PRIME-PAINTED WOOD DOOR&STOREFRONT COMPONENTS AS REQUIRED FOR c. CRACK RESISTANCE: NO FAILURE AT 1/16"GAP, MINIMUM. K. PAINTING AND COATING: CONDITION WITHOUT DAMAGE AT COMPLETION OF PROJECT. �`. 9'I « / /4,COMPLETE INSTALLATION. 1. GENERAL: PROVIDE PAINTING OF EXPOSED ITEMS AND SURFACES NOT PREFINISHED,AS f NO - % -'' 3. PERFORMANCE REQUIREMENTS D. CARPET: REQUIRED FOR COMPLETE FINISHED INSTALLATION. DIVISION 12-FURNISHINGS a. ENGINEERING DESIGN OF WOOD STOREFRONT SYSTEM BY STOREFRONT VENDOR. 1. PROVIDE CARPET AND CARPET ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED 2. SURFACES NOT TO BE PAINTED: PREFINISHED ITEMS,;CONCEALED AND INACCESSIBLE AREAS, OF b. WIND SPEED LOADS: PER STORE LOCATION AND LOCAL CODES. INSTALLATION. CODE-REQUIRED LABELS. A. GENERAL CONTRACTOR IS RESPONSIBLE FOR ASSEMBLY AND PLACEMENT OF OFFICE AND 4. QUALITY ASSURANCE 2. STANDARDS:COMPLY WITH CARPET AND RUG INSTITUTE(CRI)STANDARDS. 3. STANDARDS: PROVIDE MATERIALS APPROVED FOR USE BY APPLICABLE AIR QUALITY NON-SALES EQUIPMENT AND FURNITURE. a. WINDOW AND DOOR ASSEMBLIES MUST COMPLY WITH ONE OF THE FOLLOWING(FOR a. FLAMMABILITY: 0.45 WATTS/SQ.CM. OR HIGHER,ASTM E648. MANAGEMENT DISTRICT FOR LIMITATIONS OF VOLATILE ORGANIC COMPOUNDS FOR ARCHITECTURAL B. THE CONTRACTOR IS RESPONSIBLE TO UNCRATE,ASSEMBLE,AND PLACE TRADE FIXTURES STRUCTURAL REQUIREMENTS): 3. INSTALLER QUALIFICATIONS:APPROVED BY CARPET MANUFACTURER; UPON REQUEST, SUBMIT COATINGS. AND PRESENTATION ITEMS IN SALES AREA; FIXTURES TO BE LOCATED PER THE DIRECTION OF 1) ASSEMBLIES SHALL BE TESTED AND LABELED PER AAMAIWDMA/CSA101/I.S.2/A440 LETTER FROM CARPET MANUFACTURER STATING INSTALLER IS ACCEPTABLE. 4. MATERIALS QUALITY: PROVIDE ONLY PRODUCTS THAT ARE SPECIFIED IN THE FINISH SCHEDULE THE OWNER. 2) ASSEMBLIES SHALL BE TESTED IN ACCORDANCE WITH ASTM E330 AND SHALL COMPLY WITH IBC 4. ADHESIVE: NONTOXIC TYPE RECOMMENDED BY CARPET AND UNDERLAY MANUFACTURERS TO ON THE DRAWINGS. SECTION 2403.THE DESIGN PRESSURE FOR TESTING SHALL BE CALCULATED IN ACCORDANCE WITH SUIT APPLICATION AND EXPECTED SERVICE. 5. COLORS AND FINISHES: FOLLOW SPECIFICATIONS AND FINISH SCHEDULE. IBC CHAPTER 16 AND THE ASSEMBLY SHALL BE TESTED FOR 10 SECONDS AT A LOAD EQUAL TO 1 1/2 5. LEVELING AND RAMPING MATERIAL: MATERIAL DESIGNED FOR PROVIDING THIN SOLID SURFACE 6. SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, TIMES THE DESIGN PRESSURE. FOR LEVELING AND MINOR RAMPING OF SUBSURFACE TO ADJACENT FLOOR FINISHES. USE PRETREATED OR PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PREPARATION. b. FOR MOISTURE PENETRATION: MATERIAL CAPABLE OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLOOR WITHOUT 7. PREPARATION: PERFORM PREPARATION ACCORDING TO MANUFACTURER'S TECHNICAL DATA 1) ALL EXTERIOR WINDOW&DOORS MUST ALSO COMPLY WITH ASTM E283-04 AND ASTM E331-00 OR SPALLING. REFER TO DIVISION 3 FOR MORE INFORMATION. SHEET AND CAN LABEL. WITH AAMA 502 (ASTM E1105 AND ASTM E783)FOR AIR AND MOISTURE PENETRATION 6. PREPARATION: CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER AND a. EXAMINE AREAS AND CONDITIONS UNDER WHICH PAINTING WORK IS TO BE APPLIED. START OF 5. WARRANTY OTHER SUBSTANCES DETRIMENTAL TO PROPER PERFORMANCE OF ADHESIVE AND CARPET;ALLOW PAINTING WORK INDICATES ACCEPTANCE OF SURFACE CONDITIONS WITHIN ANY PARTICULAR AREA. a. STOREFRONT SYSTEM: ONE YEAR FLOORS TO THOROUGHLY DRY. b. REMOVE HARDWARE,ACCESSORIES AND ITEMS IN PLACE AND NOT TO BE PAINTED, OR PROVIDE b. GLAZING: SEE DIVISION 8 7. USE LEVELING AND RAMPING MATERIAL TO PATCH CRACKS, SMALL HOLES, LEVELING AND FOR PROTECTION PRIOR TO SURFACE PREPARATION AND PAINTING,AFTER PAINTING REINSTALL 6. WOOD STOREFRONT RAMPING TO PROVIDE FINISHED CARPET WITHIN 1/2"OF ADJACENT FLOORING MATERIALS. REMOVED ITEMS. - a. TYPE:WOOD FIXED 8. CARPET INSTALLATION: INSTALL CARPET IN ACCORDANCE WITH CARPET MANUFACTURER 8. PRIME COATS: FOR UNFINISHED, UNSEALED, POROUS SURFACES, HARD TO COAT SUBSTRATES, b. PERFORMANCE GRADE: PREMIUM RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. SURFACES THAT DISPLAY SIGNS OF"FLASHING" AND UN-EVEN SHEEN PRIME WITH PRIMERS c. GLAZING: SEE DIVISION 8 a. PRIME SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTURER; SPREAD INDICATED WITHIN FINISH SCHEDULE. d. WOOD FINISHES: PREFINISHED BY STOREFRONT VENDOR FINISH AS SELECTED BY OWNER. ADHESIVE IN QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE PROPER ADHESION OVER 9. APPLICATION:APPLY PAINT ACCORDING TO THE PRODUCT TECHNICAL DATA SHEETS. USE FULL AREA OF INSTALLATION. APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING DIVISION 9-FINISHES b. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET BEFORE INITIAL SET. APPLIED. c. INSTALL CARPET IN ACCORDANCE WITH SEAM DIAGRAM WHEN PROVIDED. INSTALL CARPET a. APPLY ADDITIONAL COATS WHEN STAINS OR BLEMISHES SHOW THROUGH FINAL COATS, UNTIL A. GYPSUM DRYWALL: WITH PILE INCLINATION IN ONE DIRECTION. PAINT IS A UNIFORM FINISH, COLOR AND APPEARANCE. 5. FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION d. ALL SEAMS SHALL BE BEADED(BUTTERED)WITH LATEX WITHOUT EXCEPTION. b. FINISH DOORS ON TOPS, BOTTOMS AND SIDE EDGES SAME AS FACES. FRAMING, CEILING SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC.AS 9. INSTALL PROPER TRANSITION CARPET EDGE. RAW CARPET EDGES SHALL BE SECURED AND c. PROVIDE EXTRA ATTENTION TO ASSURE DRY FILM THICKNESS AT CORNERS AND CREVICES IS SHOWN ON DRAWINGS AND AS SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURER'S HELD IN PLACE WITH GRIPPING BAR. EXPOSED CARPET EDGES SHALL BE FINISHED WITH EDGING. EQUIVALENT TO THAT OF FLAT SURFACES. SPECIFICATIONS AND RECOMMENDATIONS. 10. WHERE CARPET MEETS DISSIMILAR MATERIAL, INSTALL AN APPROVED CARPET EDGE BAR. d. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED 6. COMPLY WITH ASTM C645 AND ASTM C754 FOR NON-STRUTUCTURAL METAL FRAMING AND ASTM 11. CARPET SHIELDS: G.C.TO PROVIDE CARPET SHIELD TO PROTECT CARPET IMMEDIATELY AFTER SURFACES; PAINT SURFACES BEHIND PERMANENTLY-FIXED EQUIPMENT AND FURNITURE WITH C955 AND ASTM C1007 FOR STRUCTURAL(COLD-FORMED) METAL FRAMING. (SPECIFIED IN DIVISIONS) CARPET INSTALLATION. PRIME COAT ONLY. REFER TO DRAWINGS FOR LOCATIONS OF BOTH STRUCTURAL AND NON-STRUCTURAL METAL 10. MINIMUM COATING THICKNESS:APPLY MATERIAL IN ACCORDANCE WITH THE PRODUCT FRAMING. E. RESILIENT TILE FLOORING: TECHNICAL DATA SHEET PAYING SPECIAL ATTENTION TO DRY FILM THICKNESS(DFT) A 03/08/19 DOC REL 02-IFP 7. GYPSUM DRYWALL: U.S. GYPSUM 5/8"THICK FIRE CODE SHEETROCK(TYPE'X'),GEORGIA PACIFIC, 11. FINISH COATS: PROVIDE EVEN TEXTURE; LEAVE NO LAPS, IRREGULARITY IN TEXTURE, SKID REV DATE DOC REL##-DESCRIPTION NATIONAL GYPSUM PANELS OF STANDARD QUALITY OR APPROVED EQUAL. GENERAL CONTRACTOR 1. GENERAL: PROVIDE RESILIENT TILE FLOORING SYSTEM AND RESILIENT BASE,WITH MARKS, OR OTHER SURFACE IMPERFECTIONS. MAY USE NON-RATED 5/8"THICK BOARD IN AREAS OF STORE WHERE ALLOWED BY STATE AND LOCAL ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INSTALLATION. 12. PAINT SYSTEMS: PROVIDE MINIMUM OF TWO COATS: CODES. ALWAYS USE TYPE'X'ON TENANT SEPARATION WALLS. 2. PROJECT CONDITIONS: ENSURE FLOOR SURFACES ARE SMOOTH AND FLAT WITH MAXIMUM a. MATERIAL AND SHEEN AS INDICATED IN FINISH SCHEDULE 8. PROVIDE WATER-RESISTANT GYPSUM BACKING BOARD OR GLASS MAT WATER RESISTANT VARIATION OF 1/8"IN 10'-0'; ENSURE CONCRETE FLOORS ARE DRY AND EXHIBIT NEGATIVE 13. PROTECTION: PROTECT WORK OF OTHER TRADES WHETHER TO BE PAINTED OR NOT; CORRECT PROJECT# 187747 GYPSUM BACKING BOARD AT WET LOCATIONS. ALKALINITY, CARBONIZING AND DUSTING. DAMAGE BY CLEANING, REPAIRING OR REPLACING,AND REPAINTING AS ACCEPTABLE TO PROJECT 9. FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE, PER MANUFACTURER'S 3. PRIOR TO FINISH FLOORING INSTALLATION COMPLETE MOISTURE TESTING OF CONCRETE MANAGER. PROJECT MANAGER M. FREDERICK to RECOMMENDATIONS. ACCORDING TO DIVISION 3. a. PROVIDE'WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES. DESIGNED BY M. FREDERICK N 10. METAL ACCESSORIES: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND JOINT TAPE. 4. RESILIENT TILE: 12"BY 12"BY 1/8"THICK;VINYL COMPOSITION TILE CONFORMING TO ASTM F1066, b. REMOVE TEMPORARY PROTECTIVE WRAPPINGS PROVIDED BY OTHERS FOR PROTECTION OF 'P11. JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPONENTS AND JOINT TAPE. COMPOSITION 1; COLOR AND PATTERN AS INDICATED IN FINISH SCHEDULE. THEIR WORK AFTER COMPLETION OF PAINTING OPERATIONS. DRAWN BY J. CHEDID 0 12. ALL DRYWALL TO RECEIVE LEVEL 4 FINISH. a. FLAMMABILITY: PROVIDE MATERIALS TESTED UNDER ASTM E648, FLOORING RADIANT PANEL 14. CLEAN-UP: DURING PROGRESS OF WORK, REMOVE DISCARDED PAINT MATERIALS, RUBBISH, r' TEST,WITH RESULTS OF 0.45 WATTS/CM2 OR HIGHER CANS AND RAGS FROM SITE AT END OF EACH WORK DAY. QUALCHECK A. ECKERT v B. CEILING SYSTEMS: b. SLIP RESISTANCE: PROVIDE MATERIALS TESTED UNDER ASTM D2047, JAMES SLIP TEST WITH a. CLEAN GLASS AND PAINT-SPATTERED SURFACES IMMEDIATELY BY PROPER METHODS OF SHEET TITLE 1. FURNISH AND INSTALL CEILING SYSTEM COMPLETE WITH SUSPENSION SYSTEM AND RELATED MINIMUM 0.6 RATING FOR FLOORS. WASHING AND SCRAPING, USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. M ACCESSORIES AS SHOWN ON DRAWINGS AND AS SPECIFIED. 5. RESILIENT BASE:COVED BASE AT HARD FLOOR SURFACES, PROVIDE MOLDED END STOPS AND 15. AT COMPLETION OF WORK OF OTHER TRADES,TOUCH-UP AND RESTORE DAMAGED SURFACES 2. SUSPENSION SYSTEMS SHALL BE ADEQUATE TO SUPPORT LIGHT FIXTURES,CEILING,GRILLES, EXTERNAL CORNERS,AS INDICATED IN FINISH SCHEDULE. OR DEFACED PAINTED SURFACES. SPECIFICATIONS DIFFUSERS AND OTHER NORMAL ACCESSORIES. PROVIDE MANUFACTURED SYSTEM COMPONENTS 6. EDGE STRIPS AND ACCESSORIES: RUBBER OR VINYL EDGE STRIPS MATCHING RESILIENT °.-° FROM A SINGLE MANUFACTURER. FLOORING; LATEX-MODIFIED PORTLAND CEMENT BASED UNDERLAYMENT AND PATCHING DIVISION 10-SPECIALTIES OD h 3. INSTALL MANUFACTURED CEILING AND SUSPENSION SYSTEMS IN STRICT ACCORDANCE WITH COMPOUND; NONTOXIC WATER RESISTANT TYPE ADHESIVES. INSTALL WHERE EDGE OF TILE WOULD © MANUFACTURER'S RECOMMENDATIONS. FINISH CEILING SHALL BE LEVEL,WITH JOINTS SNUG AND OTHERWISE BE EXPOSED; BUTT TO FLOORING WITHOUT GAPS; SET IN ADHESIVE A. CORNER GUARDS: SQUARE,AND TILES OR PANELS IN PERFECT CONDITION. 7. CONCRETE PREPARATION: REFER TO DIVISION 3 1. PROVIDE SURFACE MOUNTED AND RECESSED CORNER GUARDS AS INDICATED ON DRAWINGS. 4. MATERIALS AND FINISHES 8. WATERPROOF MEMBRANE: ENSURE COMPATIBILITY WITH PRIMERS AND ADHESIVES. a. SURFACE MOUNTED: SINGLE PIECE EXTRUDED AS MANUFACTURED BY KOROGARD WALL REFER TO DRAWINGS FOR LOCATION OF SPECIFIED MATERIALS AND FINISHES WHEN 9. PRIMERS AND ADHESIVES:WATERPROOF NONTOXIC TYPES AS RECOMMENDED BY FLOOR TILE PROTECTION SYSTEMS. MODEL:G825; POLYVINYLCHLORIDE TEXTURED SURFACE, 2-1/2"WIDE, 0 g. AND ADHESIVE MANUFACTURERS TO SUIT FLOOR TILE AND SUBSTRATE CONDITIONS. COLOR AS INDICATED ON DRAWINGS. con 10. SEALER AND WAX:TYPE RECOMMENDED BY FLOORING MANUFACTURER FOR MATERIAL TYPE b. RECESSED MOUNTED FOR HIGH TRAFFIC AREAS AS MANUFACTURED BY KOROGARD WALL '`5 AND LOCATION. PROTECTION SYSTEMS. MODEL R100;VINYL RADIUSED COVER OVER AN ALUMINUM RETAINER, J� Dr PREPARATION: CONFORM TO MANUFACTURER'S RECOMMENDATIONS FOR PREPARATION AND WITH AS.2 " SHEET NUMBER I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10-0"N� immom 1"=20-0"imma I 1'=30-0"ii u , 1"=40-0"immerl muli I 1"=50-0"�en �� 1"°t0-0"iimmommei_ 1"=80-0"i ____mal 1"=100-0" I 1"=200'-0"avi_ � er 1"=400-0" rommeei , 1"=500'-0"ao , 1"=1000'-0" rrrrr 0 V 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 160 8' 16' 0 16' 32' 0 16' 32' 1"=.1'-0" - , %" l'-O" •••••• , V=V-0" iiim , 3ii"=1'-0'' imme __ , Ye=1'-0" immic , 346'=1'-.0" mumiiiii1 V=1.-0" smilemns , 3/32.'=1'-0" mi 1 i I no me s , 14e=1'-0" mort____rrmmvimmo A LTA pi 5 a . STATE WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 P-28 1 OF 2 . P-2I ,,P-17 ,,,..P-19 f /-( 17 ) 49f r438 ) ;; 1£ I 1 P-11 1 / , I-I • -----% 1 I 1 LI _ ---=-. 7. (th i-LI) .. I;I • (TYP) 2 OF 2 0 H A FA R I 46 ; P-13 ,I1I,,;1(1%i-iIll•••1 7714E.K 30.__, - )\• iI I0HF©4il1, = P-29 © iy, 2221 P-15a- US5 t-ir-- 7 4 ...). •N A I1 ( 53 )( 4 PO1-F4252 GRAND R8A9TPEMIDLOSv+vN,v1vRM.w6OI1.g4E6Sh9.7UCa57f0IEaNrEi.TUc49oES00mR0 i ri 1 1 P-1 P 3 im 1 ( 35 1 zi I I - 49 ) L-294)) 0 1 1 I „,, 6 OF 6 37 1 3'-O" NI Fl ( Ab .1• ________________: .-- --1:4; 4r. i I I -IV U513 / ' '... r----i t- -- 3N;"---- i • . 1 : P-22 3 ......„.;OF 5 J t • 1 1 -----,-_ P-33 • , L___ 13 ' 38 USBelis I • • • -.1 )513 \ . 29 1 1 CLG. ti • _ P-26 • I ' _ -, _27-()A 26 ) 'LV •\‘ ( 39—)-\ REGISTRATION SEAL 11` M.A71 P-30 •• P-28 (--- \ 2 OF 2 -6rL-5 35 5F x 38 \o<E—•_c- -------ri ...711c44- r.f43 P-31 L-29 ilc CLG. , . cktz FROP4s, p-.40 Pri 1 0 b 11 a FA." ust . 5 OF 6 1 E- ; 35 44s,44GIN4,4704 0 p i PP .r TIE BACK TO TECH i . 47.203PE ... 35 ) 0 C f3OARD SEE DETAIL C 35 1 r--2- Tr OREGON i I lo C P-22 1 i III mitt:4444p P-5 ed 0 / 4bk 14,10. © 0 e 14 ) • 1 OF 2 iNi A.lit- "f?-11 1 P-38 /.1- • r'— Date_____i \ 28 ) 20 Expiration Dateit .4:) .........Ae3 OF 6 (TYP) 0 0 I I II. TIE BACK TO TECH ( 53 ) ( 53 ) BOARD SEE DETAIL J ON L-291 ., SHEET E3.0 2 OF 6 ( i .)___!c # # 45 ) , 1 4 6 >.- (TYP) Lit3 LI2941 4 OF 6 • v vc v = TO SPEAKERS AND SUEMOOFERS c ( 50 ) COORDINATE WITH ARCHITECT FOR EXACT REQUIREMENTS - ( 53 ) 5 L-20 i . ---f 1 II 1 (TYP. 3) 19 1 L • - L-2147 IF 6 6 P-22 3 OF 5 ...........I 38 :v op_840 220 ,(1>ipp,41) k III k (TIP. 3) P-10 --13 0 ( 35 L-22 2 OF 2 ( 14 )-- c 38 SF P-16 lif) 1 irr!-ji (fr “ . . . . . 1 crThlt12 III -;:. !- r 0 Ajp 0 0 CI II CI *EIP3 P-I8 GFI La --7 0 :71 ri \q17" I / 1 Of' 2 / 1- 03/08/19 DOC REL 02- IFP ( 10 ) 0 /Qs REV DATE DOC REL##-DESCRIPTION 49 ) ( 11 )-- (, 52 ) idet/ \61„ ( 51 -( 11 ) 49 )-/- ,A P-32 7 ( 10 )-/ P-36 L-22 P-34 P-22 5 1 OF 2 2 OF PROJECT# 187747 2 PROJECT MANAGER M. FREDERICK 0.. DESIGNED BY N. INGERSOLL DRAWN BY N. INGERSOLL 45 o) QUALCHECK P. HILGER SHEET TITLE SEE SWEET EU (.71 ELECTRICAL KAI NOTES FIRST FLOOR co NOTE: POWER PLAN t73 SPACE ABOVE CEILING IS UTILIZED AS RETURN AIR 0 PLENUM. DUCTWORK, INSULATION, WIRING, AND PIPING 0) SHALL BE PLENUM RATED OR NON-COMBUSTIBLE. ui 0 o VERIFY ALL CONDITIONS INFIELD PRIOR TO SID. - < E1 .0 EZ • < FIRST FLOOR POWER PLAN 1 3/16" = 11-0" I A , SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"*--i Cv-0" ime 1 1"=20'-0" somm____Aummerm, , 1"'30'-0" ismommemor , 1"=40'-0" immt_morminim 1"=50'-0" ii___Nommomme , 1"=60'-0" isms Ing 1"=80'-0" smm,___Aiiiinimmialm , 1"=200'-0" immit..,___ , 1"=400'-0" - , 1"=500'-0" iiiwirL____Amommer 1"=1000'-0" mmil ____Amememix 0 1' 2' 0 1' 2' 0 2' 4' 0 4' 8' 0 4' 8' 0 Er 16' 0 8' 16' 0 16' 32' 0 16' 32' th"=1.-0" wwwww_ p'=1._0. riniii Yii• %4"=1'.0" i "=1'-0" �� 3/6"=1'0" 1 %"=1'-0" 3/6"=1'-0" I i6' 1'-0" - 3/s2"=1'-0" 146-=1'-0"ail , ALTAR ' G STATE ' WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 UGH-TING CONTROL PANEL47 ) El___E_I I ©\j11""Ntil 11 Lel. 11-11 4' 75 tiRRENT LIMITING PANEL--/ ® ( 18 ) K A ( 16 G H A FA R I L-39 P-9 ca (Ti?) 89 MONROE CENTER ( 36 I SUITE 400 - - I GRAND RAPIDS, MI 49503 USA ITEL +1.616.771.0909 _ www.ghafari.com 48"_ -:,--. t r = 1 i P-23 "�"' - P-27I _ I In P-25 __ REGISTRATION SEAL ORM t~.CTRICgt (TYP) 0 PROP40, 44,41- �•203PE r OREGON / �.� "Ni A.Kk-C'' "IN' Expiration Date__ d _ 41) , _I . . .., . , ....., ,...A., __r= 0 ill - - .. ... 0310$!19 DOC REL 02 CFP REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 2 • PROJECT MANAGER M. FREDERICK 03 cc.s4 DESIGNED BY N. INGERSOLL o DRAWN BY N. INGERSOLL rn QUALCHECK P. HILGER N SHEET TITLE SEE SWEET E1.2 FOR CVELECTRICAL PLAN NOTES SECOND FLOOR NOTE: POWER PLAN cy SPACE ABOVE CEILING IS UTILIZED AS RETURN AIR O PLENUM. DUCTWORK, INSULATION, WIRING, AND PIPING UJ w SHALL BE PLENUM RATED OR NON-COMBUSTIBLE. t- 0 O vi INVERIFY FIELD PRIOR TO BID. tii A .1 = SECOND FLOOR POWER PLAN 3/16" = +-O" SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" rnaiiiimim 1"=20'-0" 1"=30'-O" - 1"=40'-0" rur. 1"=50'-0" - 1"=60'-0" Mint 1"=80'-0" - 1"=100'-0" 1"=200'-0" 1"=400'-0" Nuilim r=500'-0" - Immimr 1"=1000'-0" IN O 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' Q 8' 18' 0 16' 0 16' 32' 0 18' 32' 1%"=1'-0" �� __ 1"=1'-0" - %"=1'-0" "i"=1'-0" 3,¢"=1'-0" = r % =Now"=1'-0" = %e"=1'-0"Loom 1,43"=1'-0""=1'-0" �' 3,52".1'-0" I 14e"=1'-0" ALTAR ' a I9. CASHWRAP DATA/TELEPI•IONE OUTLET: MOUNTING HEIGHT TO CENTERLINE PROVIDE 4' SQUARE JUNCTION BOX WITH 2 CAT SE JACKS AND COVER PLATE. LOCATE INSIDE STATE SYMBOL DESCRIPTION UNLESS NOTED OTHERWISE L DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO CASHWRAP, PROVIDE CAT 5E CABLING FROM OUTLET TO PATCH PANEL IN NETWORK RACK AND MAKE LANDLORD ELECTRICAL CRITERIA BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE FINAL CONNECTIONS. LABEL CABLE AT PATCH PANEL END AS TO LOCATION. COORDINATE EXACT p FIRE ALARM MANUAL PULL STATION 48' CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD REQUIREMENTS/LOCATIONS WITH TENANT/ARCHITECT REFER TO CODED NOTE *4 FOR CONDUIT GENERAL DESIGN/CONSTRUCTION COORDINATION ,�, MODIFICATIONS DUE TO EXISTING CONDITIONS. U FIRE ALARM AUDIOVISUAL SIGNAL DEVICE 80' REQUIREMENTS THE ELECTRICAL CRITERIA IS PROVIDED FOR THE PURPOSE OF DESIGNING THE TENANTS 0 FIRE ALARM VISUAL SIGNAL DEVICE 80■ 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO 20.PROVIDE FLOOR RECEPTACLE CONDUIT. EXTEND CONDUIT FROM FLOOR RECEPTACLE TO NEAREST FULL ELECTRICAL SYSTEM, THIS CRITERU{ IS PROVIDED AS A GUIDELINE FOR TENANTS BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN THIS HEIGHT WALL. AS SHOWN. RUN CONDUIT CONTINUOUS BACK TO PANELBOARD. LABEL CONDUITS AT EACH ENGINEER. IT IS THE TENANTS GENERAL CONTRACTOR'S RESPONSIBILITY TO VERIFY EXISTING 8 FIRE ALARM AUDIO SIGNAL DEVICE 80' BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, END APPROPRIATELY. TRENCH AND PATCH AS REQUIRED. COORDINATE WITH LANDLORD BEFORE CONDITIONS AND COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 8 FIRE ALARM SPEAKER VISUAL SIGNAL DEVICE 80' ENGINEER OR TENANT AFTER BIDDING WILL SE FINAL AND SHALL SE IMPLEMENTED AT THE CONTRACTORS COST. COMMENCING WORK. s 1. CONDUIT AND RACEWAY HANGERS, CLAMPS, LIGHT FIXTURES, JUNCTION BOXES, ® FIRE ALARM SPEAKER SIGNAL DEVICE 80" 21. AUDIOVISUAL RACK: SUPPORTS, ETC MUST BE FASTENED TO JOISTS AND/OR BEAMS DO NOT ATTACH 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND 20 AMP, 120V DEDICATED CIRCUIT, QUADRUPLE( RECEPTACLE. DO NOT INSTALL WITH ANY OTHER DIRECTLY,TO THE SLAB, ROOF DECK, DUCTWORK, PIPING OR CONDUIT ABOVE ® MAGNETIC DOOR HOLDER VIA FIRE ALARM SYSTEM 48" ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN CIRCUIT . REFER TO DETAIL 'J' CDED NOTE $2 ON SHEET E3.0 FOR MORE INFORMATION. 2, TENANTS EQUIPMENT LOCATED IN MAIN BUILDING ELECTRIC ROOM MUST SEFIRE ALARM CONTROL PANEL AS REQUIRED STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT CLEARLY IDENTIFIED WITH TENANTS NAME AND SPACE NUMBER. FACP WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY 3. PROVIDE ACCESS PANELS AT ALL LANDLORD OR COMMON AREAS JUNCTION BOX IFAAPI FIRE ALARM REMOTE ANNUNCIATOR PANEL AS REQUIRED APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 22.20 RACK: WASHINGTON SQUARE 20 AMP, 120V., DEDICATED CIRCUIT, QUADRUPLIX RECEPTACLE. DO NOT INSTALL WITH ANY OTHER LOCATIONS AND AT SMOKE DETECTORS ABOVE THE CEILING. FASP FIRE ALARM BOOSTER PANEL AS REQUIRED 4. REFER TO MECHANICAL PLAN FOR LOCATION OF MECHANICAL EQUIPMENT. FIELD VERIFY CIRCUITS. REFER TO DETAIL 'J' CODED NOTE *2 ON SHEET E3.0 FOR MORE INFORMATION. 4. ALL OUTLET BOXES, FLOOR BOXES, WIRE RACEWAYS, POWER/TELEPHONE POLES, 9585 SW WASHINGTON SQUARE RD PLUG-IN MOLDING, WIRING DEVICES, HANGER SUPPORTS AND OTHER ITEMS IN FIRE ALARM JUNCTION BOX AS REQUIRED EXACT LOCATIONS. PROVIDE ALL CONVENIENCE RECEPTACLES, SAFETY SWITCHES, WIRING, OR 23. SHOW WINDOW RECEPTACLE - CEILING: OTHER EQUIPMENT TO ENSURE A COMPLETE AND OPERABLE HVAC SYSTEM. SPACE NO. T-13 REQUIRED FOR A COMPLETE DISTRIBUTION MUST BE FURNISHED AND INSTALLED BY DUPLEX RECEPTACLES SHALL BE MOUNTED FLUSH IN CEILING AT STOREFRONT PARALLEL TO 0 FIRE ALARM DUCT MOUNTED SMOKE DETECTOR ___ TENANT GENERAL CONTRACTOR. 5. ALL CEILING MOUNTED RECEPTACLES AND COVERPLATES IN WHITE CEILING SHALL BE WHITE. STOREFRONT GLASS. REFER TO ARCHITECTURAL SHEETS FOR LOCATIONS. COORDINATE LOCATIONS TIGARD, OREGON 97223 5. FURNISH AND INSTALL POWER TO HVAC UNITS, WATER HEATER, STORE FIXTURES, 0REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED WITH GENERAL CONTRACTOR AND LIGHTS. I4CMERUN CIRCUIT THROUGH LIGHTING CONTROL PANEL FOR SIGNAGE, MUSIC SYSTEMS AND ANY OTHER FIXTURES OR EQUIPMENT PROVIDEDS CONTROL, BY TENANT. ALL CUTTING AND PATCHING MUST BE PROVIDED BY TENANT GENERAL O CEILING MOUNTED SMOKE DETECTOR --- 6. ALL WALL MOUNTED RECEPTACLES, SWITCHES, AND COVERPLATES SHALL BE WHITE. CONTRACTOR. A3 FIRE ALARM WATER FLOW SWITCH AS REQUIRED 7. CONDUIT FOR DATA/TELEPHONE OUTLETS AND LOW VOLTAGE CABLING SHALL HAVE A 24.TELEPHONE CONDUIT: PULL/JUNCTION BOX INSTALLED AFTER EACH SET OF THREE 90 DEGREE BENDS. EXTEND EXISTING CONDUIT FROM EXISTING LOCATION TO THIS SPACE. TELEPHONE COMPANY TO MAKE COMPLETE ENGINEERED DRAWINGS MUST BE SUBMITTED TO THE LANDLORDS TENANT © FIRE ALARM TAMPER SWITCH AS REQUIRED ACTUAL CONNECTION. COORDINATOR FOR REVIEW AND APPROVAL. LANDLORD WILL REVIEW THE PLANS FOR ® FIRE ALARM RELAY AS REQUIRED 8. LABEL ALL COVERPLATES ON INSIDE FACE OF PLATE WITH CIRCUIT NUMBER AND PANEL CONFORMANCE TO BASIC MALL REQUIREMENTS. THE LANDLORD DOES NOT REVIEW FOR DESIGNATION. I.E. 'L-l'. CIRCUIT SHALL BE WRITTEN WITH PERMANENT MARKER IN A 2•�AC RECEPTACLE: ELECTRICAL DESIGN, NOR DOES THE LANDLORD ACCEPT RESPONSIBILITY FOR THE TENANTS ® DIGITAL COMMUNICATOR AS REQUIRED CONTRASTING COLOR. PROVIDE GFI DUPLEX RECEPTACLE ADJACENT TO UNIT IF NOT FURNISHED WITH EQUIPMENT. CIRCUIT GENERAL CONTRACTOR'S ADHERENCE TO GOVERNING CODES. (E) EXISTING _-_ AS INDICATED, FURNISH WEATHER PROOF ENCLOSURE AND COVER AS REQUIRED. G ti A FA R I . THE DOCUMENTS TO BE SUBMITTED FOR LANDLORD APPROVAL MUST INCLUDE THE (R) 9. GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED TELEPHONE, DATA, LOW VOLTAGE RELOCATED --- CABLING AND MAKE NECESSARY CONNECTIONS, 26.DUCT SMOKE DETECTOR AND REMOTE TEST/ALARM STATION: FOLLOWING: DUCT MOUNTED SMOKE DETECTOR IS GENERAL CONTRACTOR SUPPLIED AND FIELD INSTALLED. (C) CEILING MOUNTED --- GENERAL CONTRACTOR SHALL INTERLOCK SMOKE DETECTOR WITH HVAC UNIT, REMOTE TEST/ALARM 10. CONDUIT FOR SPEAKER, TELEPHONE AND DATA CABLING FROM CASHWRAP SHALL STUB OUT I. COMPLETE PLANS AND SPECIFICATIONS FOR ALL ELECTRICAL WORK, INCLUDING LIGHTING, BELOW THE CEILING ABOVE BACKBOARD WITH A BUSHING TO PROTECT THE CABLE FROM THE STATION AND TENANT FIRE ALARM SYSTEM. MAKE ALL FINAL CONNECTIONS AS REQUIRED FORA 89 MONROE CENTER POLICNENSED ENGINEER NER AND ONE LINE RTHE STTATE WHERE DIAGRAM. THE SHOPPMENTS ING CENTER IST 5E S LOCATED.AND SEALED BY A CEILING SMOKE DETECTOR AS SHOWN ON EDGES OF THE CONDUIT. COMPLETE SYSTEM. HVAC UNIT TO SHUT DOWN UPON ACTIVATION OF SMOKE DETECTOR. COORDINATE SUITE 400 WITH LANDLORD TO AVOID CONFLICTS IN FIELD. 2. DRAWINGS MUST INCLUDE PANEL SCHEDULES, LOAD CALCULATIONS AND TENANT METER SHEET ELO RELOCATE AS REQUIRED. 11. ALL HORIZONTAL CABLING FOR VOICE AND DATA SHALL BE CATEGORY 5E RATED. GRAND RAPIDS, MI 49503 USA INFORMATION. 27.DATA OUTLET. PROVIDE JUNCTION BOX AND 3/4' EMPTY CONDUIT WITH PULLSTRING TO ABOVE TEL +1.616.771.0909 3. STRUCTURAL DRAWINGS MUST BE SUBMITTED FOR ALL EQUIPMENT THAT WILL BE o PROVIDE DUCT MOUNTED SMOKE DETECTOR 12. PROVIDE ALL BAGKBOXES AND CONDUIT FOR THE COMMUNICATIONS OUTLETS, ACCESSIBLE CEILING. PROVIDE CAT SE CABLE FROM OUTLET TO PATCH PANEL IN NETWORK RACK. SUSPENDED FROM THE STEEL STRUCTURE. SHOWN E1.2. PROVIDE CAT SE JACK AND COVER PLATE. TERMINATE CABLES AT 80114 ENDS. LABEL CABLE AT WWW.ghafari.com POWER SOURCE © RELOCATE AND PROVIDE NEW ANNUNCIATING 13. ALL CABLES AND DEVICES TO BE INSTALLED ABOVE FINISHED CEILING SHALL BE PLENUM PATCH PANEL FOR LOCATION. I DEVICES AS SHOWN ON SHEET E1.0. RATED OR IN CONDUIT. RELAY FOR 28.INSTALL OWNER PROVIDED SPEAKER BACKBOXES AND ALL 3/4' CONDUIT WITH PULL STRINGS AS ALL WORK REQUIRED TO CONNECT TENANT TO LANDLORDS MAIN BUILDING SWITCHGEAR MUSIC SHUT OFF 14. REFER TO SPECIFICATIONS SECTIONS 26 27 26 WIRING DEVICES, FOR EXACT MODEL NUMBER REQUIRED FOR OWNER INSTALLATION OF SPEAKERS. OR MDP MUST BE PERFORMED BY LANDLORD APPROVED ELECTRICIAN, AT TENANTS GENERA!. RELOCATED �� OF DEVICES TO BE USED. CONTRACTOR'S EXPENSE. EXCEPTIONS TO THIS REQUIREMENT MAY 8E GRANTED BY THE TENANT0 FIRE ALARM 29.EA5 SYSTEM, PROVIDE 20 AMP, 120V, DEDICATED CIRCUIT, DUPLEX RECEPTACLE AND DATA OUTLET COORDINATOR. CONTROL RELOCATE FIRE ALARM MANUAL PULL 15. FIELD VERIFY ALL CONDITIONS. FOR SYSTEM. COORDINATE EXACT REQUIREMENTS WITH SECURITY VENDOR. DO NOT INSTALL PANEL. SEE STATIONS LOCATED AS SHOWN ON SHEET Eta RECEPTACLE CIRCUIT WITH ANY OTHER CIRCUITS, TENANT GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL EQUIPMENT AT THE 16. FIRE ALARM PLANS MUST SE ENGINEERED AND WET SIGNED AND SEALED BY A LANDLORD TENANT SPACE, INCLUDING REUSE OF EXISTING TRANSFORMER, PANELS AND COMPLETE P"9 FOR LOCATION APPROVED, LICENSED, REGISTERED FIRE ALARM CONTRACTOR IN THE LOCAL JURISDICTION. 30.TENANT PROVIDED, GENERAL CONTRACTOR INSTALLED EZ-MAX PLUS DIGITAL CONTROL RELAY PANEL DISTRIBUTION UTION THROUGHOUT THE TENANT AL SPACEERVITENANT WILL SE RESPONSIBLE FORAND GENERAL CONTRACTOR SHALL CONTRACT WITH MALL GENERAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE REQUIREMENTS WITH AND CURRENT LIMITING PANEL. SEE SHEET E4.0, FOR MORE INFORMATION. METER.ORDINATION OF EXISTING ELECTRICAL SERVICE WITH LANDLORD AND SETTING OF ELECTRICAL ADDITIONAL APPROVED FIRE ALARM CONTRACTOR FOR FINAL LANDLORD PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. NOTES CONNECTION TO LANDLORD FIRE ALARM SYSTEM. 31. JUNCTION BOX INSTALLED AT 48' A.F.F. WITH FACE FLUSH TO DRYWALL AND 1/2' CONDUIT STUBBED LANDLORD WILL. MAKE AVAILABLE THE MAIN POWER SOURCE FOR TENANTS VERIFY EXACT LOCATION AND REQUIREMENTS WITH OUT IN ACCESSIBLE CEILING FOR TEMPERATURE T-STAT(S)/SENSOR(S). COORDINATE EXACT CONNECTION. POWER SOURCE TYPICALLY 120/206 AND 277/480V, 3 PHASE, 4 WIRE MALL OPERATIONS MANAGER. REQUIREMENTS WITH MECHANICAL CONTRACTOR. KCP4L NETWORK POWER AND WILL BE AVAILABLE IN THE NEAREST ELECTRIC ROOM. FIRE ALARM RISER NOTES: 32.FITTING ROOM I20V DUPLE USB COMBINATION RECEPTACLES, SEE DETAILS ON SHEET A802. TENANTS GENERAL CONTRACTOR'S ARE RESPONSIBLE FOR INSTALLATION OF THE TENANTS FOR MORE INFORMATION. INSTALL HORIZONTALLY WITH BOTTOM OF RECEPTACLE AT 20' A.F.F. REG ISTRAT ION SEAL DEMISED PREMISES. TENANT IS RESPONSIBLE FOR ALL ELECTRICAL I. SEE SHEET 0.0 FOR ACTUAL NUMBER OF DEVICES, AND ADDITIONAL NOTES. COMPONENTS FROM TENANTS DEMISED PREMISES TO LANDLORDS MAIN BUILDING 2. ALL MATERIALS SHALL BE NEW AND BEAR UL LABELS. 33.SECURITY CAMERA (DOME) FOR CCTV SYSTEM. EQUIPMENT IS OWNER FURNISHED AND INSTALLED. ELECTRICAL ROOM. 3. SUPPLY SHOP DRAWINGS FOR FIRE ALARM SYSTEM TO LOCAL AUTHORITY FOR APPROVAL PRIOR CONTRACTOR SHALL PROVIDE 3/4' CONDUITS AND WIRES AS REQUIRED. TO INSTALLATION. TELEPHONE SERVICE 4. FURNISH AND INSTALL ALL LABOR AND MATERIALS REQUIRED FOR A COMPLETE INSTALLATION AS 34.CONNECT CONTROLLED RECEPTACLE THROUGH 2 POLE HALL MOUNTED OCCUPANCY SENSOR ONE POLE INDICATED. ( LECTRiCgC ALL WORK AT LANDLORDS TELEPHONE DEMARK MUST BE PERFORMED BY LANDLORDS 5. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF NEC NFPA, STATE AND LOCAL CODES. FOR LIGHTS CIE FOR RECEPTACLE) CONTROLLED RECEPTACLE SHALL BE MARKED WITH SYMBOL AS �E APPROVED TELEPHONE SUBCONTRACTOR. 6. COORDINATE WITH LANDLORD'S FIRE ALARM CONTRACTOR, ALARM PECIALISTS, INC., FOR EXACT REQUIRED BY NEC ARTICLE 406.3 (E) q�C��© PRr7FFSS, REQUIREMENTS. CONTACT LARRY WELLS AT 303 'i% 5900 WFTH ANY QUESTIONS. �5 GINE o TENANTS GENERAL CONTRACTOR IS REQUIRED TO CONTACT THE LOCAL TELEPHONE COMPANY POWER PLAN GENERAL NOTES G 35.ROUTE CIRCUIT THROUGH LIGHTING CONTROL RELAY PANEL. SEE SCHEDULE, SHEET E4.0. ki 4C� F, p FOR SERVICE AND SHALL COMPLY WITH THEIR REQUIREMENTS TENANT GENERAL CONTRACTOR FIRE ALARM SEQUENCE OF OPERATION: cc Ar..203PE �, IS RESPONSIBLE FOR INSTALLING A COMPLETE TELEPHONE SYSTEM WITHIN THEIR PREMISES 36.FIRE ALARM CEILING MOUNTED SMOKE DETECTOR: 1. UPON ALARM SIGNAL FROM ANY INITIATING DEVICE THE FIRE ALARM PANEL SHALL: EXISTING FIRE ALARM CEILING MOUNTED SMOKE DETECTOR. REVIEW EXISTING LOCATION FOR CODE i �r t.IGHTING : : 1. MOUNT RECEPTACLE ON TOP APPAREL/DISPLAY WALL FOR SHELVING TAPE LED POWER REQUIRED PROTECTION OF FIRE ALARM PANEL AND IF REQUIRED RECONNECT TO RELOCATED FIRE / A. INITIATE AN ALARM SIGNAL AT TENANTS PANEL AND LANDLORDS MAIN FIRE ALARM PANEL. ALARM CONTROL PANEL. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. SUPPLY CONNECTION. REFER TO ARCHITECTURAL PLANS A700 SERIES FOR COORDINATION. �� OREGON � B. SHUT DOWN TENANT'S HVAC SYSTEM (IF APPLICABLE) / ' PROVIDE A LIGHTING SCHEDULE FOR REVIEW IN CONJUNCTION WITH A REFLECTED CEILING PLAN. C. INITIATE MALL'S AND TENANT'S ANNUNCIATING DEVICES. 2. MOUNT RECEPTACLE IN CABINETRY RECESS. REFER TO ARCHITECTURAL PLANS FOR COORDINATION. �L! 14+2� LIGHTING MUST CONFORM TO THE FOLLOWING GUIDELINES: D. NOTIFY LOCAL FIRE DEPARTMENT OF FIRE EMERGENCY LOCATION. 37.FIRE ALARM MANUAL PULL STATION: C- 42-11 RELOCATE (R) OR PROVIDE FIRE ALARM MANUAL PULL STATION AND CONNECT TO PANEL. FIELD FR A. N1�- I. DISPLAY WINDOW LIGHTING MUST BE CONTROLLED BY A TIME CLOCK AND BE ON DURING - - - tY rim MUT F ZVERIFY EXACT LOCATION AND REQUIREMENTS. THE HOURS THE SHOPPING CENTER IS OPEN. DISPLAY WINDOW LIGHTING AT THE CEILING FIRE ALARM RISER DIAGRAM AND NOTES I L CR TO DETAIL THIS :A!CCT. 38 FIRE ALARM HORN/STROBE: Expiration Date„LAO MUST BE GLARE-FREE AND AT APPROVED LEVELS AT THE STOREFRONT GLASS LINE AND NOT HANG DOWN BELOW THE TOP OF STOREFRONT GLASS. (R) FIELD 2. RECESSED INCANDESCENT DOWN LIGHTS MAY BE USED. • 4. CASHWRAP CONDUITS: EXACTA OR PROVIDEU FIRE ALARM HODEVICE BA AND ECW TO PANEL VERIFY ONE I CONDUIT WITH JUNCTION BOX FOR RECEPTACLES AND TAPE LIGHTING EXACT LOCATION AND REQUIREMENTS THE DEVICE SHALL BE WHITE WITH RED LETTERS 3. EXIT, EMERGENCY AND NIGHT LIGHTS MUST BE PROVIDED THROUGHOUT, AS DETERMINED ONE I' CONDUIT FOR SPARE WITH PULL STRING BY GOVERNING CODES. ONE I-1/4' CONDUIT FOR DATA CABLING WITH PULL STRINGS 39.PIKE ALARM STROBE: 4. BARE LAMP FLUORESCENT OR FLUORESCENT FIXTURES WITH ACRYLIC PRISMATIC LENSES PROVIDE FIRE ALARM STROBE AND CONNECT TO RELOCATED PANEL. FIELD VERIFY EXACT LOCATION MAY BE USED ONLY IN CONCEALED AREAS OR STOCK ROOMS. AND REQUIREMENTS. THE DEVICE SHALL BE WHITE WITH RED LETTERS. 5. TRACK LIGHTING MAY BE USED IF THE TRACK IS PAINTED TO MATCH THE CEILING DOLOR. PROVIDE TRENCH FOR CONDUITS UNDER FLOOR. EXTEND CONDUITS FROM CASH REGISTER TO FULL HEIGHT WALL AS SHOWN. RUN CONDUIT CONTINUOUS BACK TO PANELBOARD OR TELEPHONE TERMINAL 40.PROVIDE J-BOX AND TOGGLE TYPE DISCONNECT SWITCH AT CASHWRAP HIDDEN FROM VIEW WITH 6. TENANT IS RESPONSIBLE FOR LIGHTING SYSTEM CONTROL. BOARD. LABEL CONDUITS AT EACH END APPROPRIATELY. PULL CAT5E CABLING (WITH 5 FT COILED AT MINIMUM 24' WHIP FOR CONNECTION TO CASHWRAP SIGN. MAKE FINAL COORDINATION WITH SIGN MATERIAL/EQUIPMENT SPECIFICATIONS EACH END) FOR TELEPHONE/DATA. TRENCH AND PATCH AS REQUIRED. COORDINATE WITH LANDLORD VENDOR AND LOCATE IN ACCESSIBLE LOCATION. BEFORE COMMENCING WORK. 1. DRAWINGS MUST INCLUDE COMPLETE MATERIAL SPECIFICATIONS INCLUDING MANUFACTURERS 41. (4) PORT DATA OUTLET PROVIDE CAT 5E CABLE FROM OUTLET TO PATCH PANEL IN NETWORK RACK. NAME AND PRODUCT NUMBER AND COMPLETE SCHEDULES OF ALL EQUIPMENT AND FIXTURES 5. CASHWRAP DEDICATED RECEPTACLE: PROVIDE CAT SE JACKS AND COVER PLATE IN OFFICE. TERMINATE CABLES AT BOTH ENDS. LABEL TO BE INSTALLED. 20A, 120/, DUPLEX RECEPTACLE FOR EACH CASH REGISTER LOCATE INSIDE.CASHWRAP AS DIRECTED CABLE AT PATCH PANEL FOR LOCATION. 2. ALL MATERIAL AND EQUIPMENT MUST BE NEW AND OFA COMMERCIAL GRADE AND MUST BY TENANT CIRCUIT AS DIRECTED REFER TO CODED NOTE *4 FOR CONDUIT REQUIREMENTS BEAR UNDERWRITERS LABELS WHERE SUCH LABELING APPLIES. 6. WHERE POSSIBLE, MOUNT ALL JUNCTION BOXES IN ACCESSIBLE LOCATION IN OPEN AREA ABOVE 42.EXTERIORMOUVERTICALLY MOUNTED DUPLEX RECEPTACLE WITH WEATHERPROOF-IN USE COVER TO BE " 3. AT GRADE LEVEL ELECTRICAL CONDUIT MAY BE INSTALLED AT LEAST 4 UNDER THE SLAB SOFFIT(S). REFETO ARCHITECTURAL PLANS FOR FURTHER COORDINATION. RECEPTACLE ABOVE CANOPY IN LOCATIONS AS SHOWN ON ARCHITECTURAL SHEETS. - AND MUST BE IN SCHEDULE 40 PVC CONDUIT. BUT NEVER ALLOWED TO BE INSTALLED INRECEPTACLE ENCLOSURE BOTTOM SHALL BE MOUNTED MINIMUM 2' OFF CANOPY TOP TO ALLOW FOR THE SLAB OR LESS THAN 4 BELOW SLAB. FLOOR BOXES MUST BE WATERTIGHT. DRAINAGE OF CANOPY. PROVIDE WET LISTED WEATHERPROOF OUTLET BOX-WET LISTED, DUPLEX GFI 7. WATER HEATER: 4. PULL BOXES OR JUNCTION BOXES MUST BE A MINIMUM OF 12 GAUGE GALVANIZED STEEL RECEPTACLE, AND INTERCONNECTING WEATHERPROOF CONDUIT/HOUSINGS TO OUTLET BOX UNDER OUTLETS. eons IN WALLS MUST BE GALVANIZED PRESSED STEEL DR CASE METAL. CAULK FURNISH AND INSTALL 20A/IP MOTOR-RATED SWITCH FOR WATER HEATER - 1.65 KW, 120V. CANOPY, PROVIDE WEATHERTIGHT CONDUIT BETWEEN OUTLETS UNDER CANOPY TOP AND TO INSIDE AROUND BOXES TO ELIMINATE NOISE TRANSMISSION. CIRCUIT AS INDICATED. REFER TO MECHANICAL/PLUMBING SHEETS FOR MORE INFORMATION. OF STOREFRONT CEILING FOR POWER CIRCUIT CONNECTION AS INDICATED. 5. ALL MAIN AND BRANCH FEEDERS AND CIRCUITRY WIRING MUST BE COPPER. ALL 8. EXHAUST FAN: CONDUCTORS TO HAVE 600 VOLT INSULATION TYPE T1-114, THWN OR T141-1N. CONVENIENCE POWERED AS INDICATED AND CONTROLLED VIA TIMECLOCK PROVIDED BY G.C. 43•REC13'TACLE TO BE MOUNTED BELOW STOREFRONT FRAME, REFER TO ARCHITECTURAL SHEETS FOR RECEPTACLES MUST BE SPECIFICATION GRADE, 120 VOLT, 20 AMPS AND BE GROUNDING MORE INFORMATION. TYPE PER NEC. 6. MANUAL OR MAGNETIC STARTERS, SWITCHES, CONTACTORS, RELAYS, TIME 9. RECEPTACLE(S) AND DATA OUTLETS) TO BE MOUNTED IN CABINET. SEE DETAIL 3 ON SHEET A602 44 PROVIDE PLATFORM MOUNTED RECEPTACLE WITH BRASS COVER PLATE REFER TO ARCHITECTURAL SWITCHES, SAFETY DEVICES, DIMMERS AND OTHER CONTROLS MUST BE COMMERCIAL TYPE PLANS FOR EXACT LOCATION PRIOR TO ROUGH IN ROUTE CONDUIT UNDER PLATFORM AS INDICATED WITH HEAVY DUTY RATINGS AND MUST BE INSTALLED IN STRICT CONFORMANCE WITH THE FOR MORE INFORMATION. TO NEAREST FULL HEIGHT WALL. MANUFACTURERS RECOMMENDATION AND APPLICABLE CODES. 10. PROVIDE 'STEAMER ONLY' LABEL ON DEDICATED STEAMER RECEPTACLE. MOUNT RECEPTACLE AT 30' 45.PROVIDE 2 CONDUCTOR WIRE AS REQUIRED. COORDINATE EXACT REQUIREMENTS WITH ALTAR'D STATE. 7. ANY EXPOSED LOW VOLTAGE WIRING MUST BE PLENUM GRADED A.F.F. TO REAR FACE OF APPAREL/DISPLAY OR INTERNAL WALL. REFER TO ARCHITECTURAL PLANS A700 8. ALL WIRING OF ANY TYPE MUST BE INSTALLED IN CONDUIT OR MUST BE ARMORED CABLE SERIES FOR COORDINATION. FIELD VERIFY EXACT LOCATIONS, CONDITIONS, AND REQUIREMENTS. (MC) .ARMORED CABLE WILL ONLY BE ALLOWED FOR CONCEALED BRANCH CIRCUIT WIRING 46,REGEPTACLE AND DATA OUTLET FOR DVR. VERIFY EXACT LOCATION PRIOR TO INSTALLATION. WITHIN THE DEMISED PREMISES EXPOSED AND/OR OPEN WIRING OF ANY KIND WILL NOT BE II. RECEPTACLE AND DATA OUTLET TO BE MOUNTED IN CLOSET. ALLOWED FLEXIBLE CONDUITS MUST BE USED FOR CONNECTIONS TO VIBRATING EQUIPMENT 03/08/19 DOC REL 02- IFP 12. PROVIDE FLOOR RECEPTACLE FOR FEATURE PEDESTAL. REFER TO 47.FIRE ALARM SYSTEM CONTROL PANEL: REV DATE DOC REL##- DESCRIPTION FIRE ALARM SYSTEM - LIFE SAFETY ARCHITECTURAL PLANS FOR EXACT LOCATION PRIOR TO ROUGH IN. TRENCH AND PATCH FLOOR AS ANDR EXISTING FIRE ALARM CONTRVE PANEL TO BE RELOCATED. COORDINATE FINAL TIE IN AND TESTING OF REQUIRED. FIRE ALARM SYSTEM. FIELD VERIFY EXACT LOCATION REQUIREMENTSSPRIOR TO BID. REFER TO I. TENANT GENERAL CONTRACTOR MUST PROVIDE A COMPLETE STAND ALOE FIRE ALARM FIRE ALARM RISER DIAGRAM AND NOTES THIS SHEET FOR ADDITIONAL INFORMATION. DETECTION SYSTEM WITHIN THE TENANT SPADE, TENANTS FACP MUST CONNECT TO THE FIELD VERIFY ALL CONDITIONS 13. DREAMSTEAMER. PROVIDE NEMA 15-30R RECEPTACLE. 48.FIRE ALARM REMOTE ANNUNCIATOR PANEL. PROJECT# 187747 LANDLORD BLOCK FIRE ALARM CONTROL PANEL AS AN EXTENSION OF THE LANDLORDS PROVIDE FIRE ALARM REMOTE ANNUNCIATOR PANEL AND CONNECT TO FIRE ALARM CONTROL PANEL. BUILDING WIDE ADDRESSABLE FIRE ALARM SYSTEM. 14. FURNISH AND INSTALL RECEPTACLE MOUNTED IN CEILING FOR SCENT AIR DEVICE. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. M 2 . TENANT GENERAL CONTRACTOR IS REQUIRED TO USE LANDLORDS DESIGNATED DESIGN DRAWINGS ARE SCHEMATIC. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING FURNISH AND INSTALL ALL MATERIALS REQUIRED FOR MOUNTING. REFER TO ARCHITECTURAL SHEET PROJECT MANAGER M. FREDERICK CONTRACTOR FOR CONNECTION TO THE MAIN FIRE ALARM SYSTEM AND ANY INTERFACE OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE CONTRACT SHALL A3.1 FOR EXACT LOCATION. COORDINATE EXACT REQUIREMENTS IN FIELD. 49 PROVIDE 20A, 120V SINGLE RECEPTACLE MOUNTED ABOVE SOFFIT FOR SHELVING TAPE LED DESIGNED BY N. INGERSOLL co MODULES (LANDLORD FACP IS SIEMENS), SYSTEM MUST COMPLY WITH THE REQUIREMENTS INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING O OF THE GOVERNING AUTHORITY. CONDITIONS. 15. TRAFFIC COUNTER, EXACT LOCATION OF CEILING MOUNTED TRAFFIC COUNTER SENSOR SHALL BE POWER SUPPLY CONNECTION. EACH 8 FT. VERTICAL REQUIRES 1.4514/FT. 47 WATTS PER HUES O 3, ALL EMERGENCY LIGHTING, EXIT SIGNS, HORNS AND STROBES MUST BE PROVIDED BY DETERMINED BY VENDOR PROVIDE (I) I' CONDUIT, BUSHINGS ON ENDS AND (2) CAT 5E CABLES WITH 4 POST MAX TO (I) HUB. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. APPAREL DRAWN BY N. INGERSOLL rn TENANT AS REQUIRED BY CODE. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR TENANT PRIOR TO BIDDING (WITH 5' COILED AT EACH END) FROM TELEPHONE BOARD TO WITHIN 2 FEET OF ENTRY DOORS. USE OUTRIGGER FIXTURE PROVIDED BY MANUFACTURER. QUALCHECK P. HILGER FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL SEPARATE CONDUIT FOR EACH SENSOR, IF THERE ARE MORE THAN ONE SET OF ENTRY DOORS. MARK N COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR CONDUIT AT TELEPHONE BOARD 'TRAFFIC COUNTER'. GENERAL CONTRACTOR SHALL MARK LOCATIONS 50.FROVIDE DEEP DOUBLE GANG WALL BOX WITH SINGLE GANG MUD RING FOR VOLUME CONTROL KNOB, SHEET TITLE TENANT AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS OF CONDUIT END POINTS ON AS-BUILTS. LABEL CABLES AT TELEPHONE BOARD AS TO LOCATION. COORDINATE EXACT REQUIREMENTS AND MOUNTING LOCATIONS WITH SOUND SYSTEM VENDOR AND ENANT N COST.' REPRESENTATIVE. MOUNT 6' ABOVE COUNTER TOP. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES 16. WIRELESS ACCESS POINT (WAP), OWNER PROVIDED. PROVIDE I' CONDUIT FROM EACH 'NAP' TO THE POWER AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED E STRICT TELEPHONE BOARD, PROVIDE (2) CAT 5E CABLES. CONNECT TO PATCH PANEL IN NETWORK RACK. 51. PROVIDE QUAD RECEPTACLE AND DATA OUTLET FOR POWER/DATA CONNECTION TO BACKWRAP INLABEL CABLES AS TO LOCATIONS. INSTALL DEVICE AND MAKE FINAL CONNECTIONS. MARK CONDUIT AT DISPLAY MONITOR. CIRCUIT AS INDICATED AND PROVIDE CONDUIT AND CAT5E CABLING BACK TO ITco PLAN ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING TELEPHONE BOARD 'WI-F1'. ALIGN EACH 'WAP' WITH LIGHT FIXTURES AS INDICATED ON ARCHITECTURAL RACK. REFER TO ARCHITECTURAL SHEET A602 FOR EXACT MOUNTING LOCATION. N THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR TENANT OF ANY APPARENT REFLECTED CEILING PLAN. DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. 52.PROVIDE DUPLEX RECEPTACLE FOR REFRIGERATOR IN BACKWRAP. COORDINATE EXACT LOCATION WITH NOTES cn 17. TELEPHONE/UTILITY TERMINAL BOARD: TENANT REPRESENTATIVE AND ARCHITECTURAL SHEETS. w VERIFY ALL REQUIREMENTS WITH LANDLORD AND LOCAL POWER COMPANY PRIOR TO BID. PROVIDE 41-0' X 8'-0' X 3/4' FIRE RETARDANT PLYWOOD BACKBOARD MOUNTED VERTICALLY PROVIDE INCLUDE IN BID THE COST OF ALL WORK REQUIRED FOR A FULLY OPERATIONAL ELECTRICAL *6 GROUND TO GROUNDING ELECTRODE SYSTEM. U SERVICE SYSTEM INCLUDING BUT NOT LIMITED TO AIC RATINGS, FEEDER SIZE, METER O REQUIREMENTS, UPGRADE OF LANDLORD'S EQUIPMENT, CONDUIT, ETC. 18. ELECTRICAL SERVICE EQUIPMENT: Q RELOCATE/MODIFY ALL EQUIPMENT AS REQUIRED IN GENERAL NOTES, SPECIFICATIONS, AND AS SHOWN ON FLOOR PLANS AND RISER DIAGRAM. MAINTAIN CODE REQUIRED CLEARANCES FOR ALL EQUIPMENT El .2 PER NEC 110.26. LANDLORD ELECTRICAL CRITERIA NOTES I N MECHANICAL CONNECTION SCHEDULE0 I J POWER PLAN CODED NOTES c # E POWER PLAN CODED NOTES CONTINUED ( ) A SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" hinnemembO 1"=20'-0" immL Aiiimmil 1"=30'-0" `l nnwommi 1"=40'-0" - mineommi 1"=50'-0" . 1"=60'-0" ii 1"=.90'-0" , 1"=100'-0" siiir 1 =200-0' _ �� 1'=400'-0" � =� 1"=500'-0' � �� 1 1"=1000'-0" Mow_____Amit 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 11"=1'-0" �L 1"=1'-0" mul a %4"=1'-0" r� , ii»^1'-0" , %"=1'-0" r.rrr.— 3A8"=1'-0" •••• • 141"=1'-(Y. 3 1 ALL WIRING MUST BE IN CONDUIT. E.M.T. OR RIGID A LTA R 5 FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT , FIXTURES, MOTORS, APPLIANCES, ECT., MAX STAT E LENGTH 6 FEET, NO BC, ROMEX, ARMORED CABLE, ETC, ALLOWED. NOTE: IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 I , GH A FA R I 1 , N v,& , pi 1 = � I �► r :•-• 89 MONROE CENTER ❑ SUITE 400 ' GRAND RAPIDS, MI 49503 USA TEL +1.616.771,0909 I www.ghafari.com e. \ r � i o ❑ ------ _t_I-1 II r = ._ ; r [ IFT REGISTRATION SEAL _— K ) I ° T LIl I ..,, ,a ) CU-1r _DP-1 K'''-----__. ° U op PoxsGiNEo� ..203PE �, ° _ I Ir — -- H 8,10,12 DN-2 `r OREGON -- Lc ,,,,;41,, LFa A.Ht-C' -(2 tg IL H-1,315 H-2,4,6H-7,41,11Date ia C' — FCU-2 Expiration • II 0 0 1 I I II I • 1 I II I R 1 / --.- • f - O 0 03/08/19 DOC REL 02- IFP ° ° ° 0 0 0 0 0 ° ti REV DATE DOC REL##- DESCRIPTION PROJECT# 187747 2 PROJECT MANAGER M. FREDERICK d co DESIGNED BY N. INGERSOLL a o DRAWN BY N. INGERSOLL rn QUALCHECK P. HILGER iS ccvv SHEET TITLE HVAC TD- NOTE: POWER O SPACE E CEILINGIS UTILIZED AS RETURNAIR PLAN PLENUM. DUCTWORK, INSULATION, WIRING, AND PIPING 0 w S'44ALL SE PLENUM RATED OR NON-COMBUSTIBLE. Q V O E IFY ALL FIELD � CONDITIONS PRIOR TO BIDS - ife E1 .3 ILL HVAC POWER PLAN 13/16" = I-O" 1 I A SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" immeraL._ , 1"=20'-0" it 1"=30'-0" rrr o , 1"=40'-0" sminiiiimi 1"=50'-0" Mum _rrorrminp 1"=60'-0" rem 1"-80'-0" 1"=100'-O" sle I 1"-200'-0" — , - 1"=400'-0" aim mmonm 1"=500'-0-imet .mmnsimi , 1"=1000'-0" aumr.� 0 1' 2' 0 1' 2' 0 Z' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 11"=1'-0" imili 1 1"=1'-0" i Nommin 3/4"=1'4Y. imment , "=1'-0" mingio , 3,6"=1-0" sionsur 1 1/4"=10" somet3/1e"=1'-0" 1,e=1'-0" iO__ 3/32"=1'-0" immum! , 14e"=1'-0" r� 1 ALL WIRING MUST BE IN CONDUIT. E.M.T. OR RIGID ALTAR3a FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXES TO LIGHT FIXTURES, MOTORS, APPLIANCES, ECT., MAX STATE LENGTH 6 FEET, NO BC, ROMEX, ARMORED CABLE, ETC. ALLOWED. NOTE: IT IS THE ELECTRICAL CONTRACTORS • RESPONSIBILITY TO PROPERLY BALANCE ALL BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM, REGARDLESS OF CIRCUITING INDICATED. WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 1 � i G H A FA R I • 89 MONROE CENTER SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 k www.ghafari.com ', [ i I J T , II 1 IIS 1 r—j REGISTRATION SEAL IE oTRICA2: fop PROF45,6, 41 4, �� iNF49 vy EF-1 c .203PE pr, IF OREGON ii r UJB v. z 8N\ / FRA 1Nn,G 42 `I P-24 Expiration Date/WO 1E1D _3 H-14,16,18 H-13,15,17 I il . I REV 03/08/19 DOC REL 02- IFP DATE DOC REL#4-DESCRIPTION II I PROJECT# 187747 a _ PROJECT MANAGER M. FREDERICK N DESIGNED BY N. INGERSOLL 0 o • DRAWN BY N. INGERSOLL rn QUALCHECK P. HILGER TD- N SHEET TITLE SEE SWEET EI.2 FOR N ELECTRICAL PLAN 'SES . HVAC co NOTE: POWER © SPACE ABOVE CEILING IS UTILIZED AS RETURN AIR PLAN PLENUM. DUCTWORK, INSULATION, WIRING, AND PIPING cow SHALL BE PLENUM RATED OR NON-COMBUSTIBLE. U 0 VERIFY ALL FIELD - ¢ CONDITIONS PRIOR TO BIDS it E1 .4 - HVAC POWER PLAN 3/16" = 1"'°"' A SHEET NUMBER 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" 1"=20'-0" 1"=30'-0" MMINPN• 1"=40'-0" imimi_ 1 1"=50'-0" mJ111111111.1111110 1"=60'-0" ,� 1"=80'-0" 1"=100'-0" 111111111811IJIMMO 1"=200'-0" •••••••0 1"=400'-0" eimr i 1"=500'-0"immigi____AN 0 1' 2' 2' 0 2' 4' 0 2' 1, 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 16' 0 16' 32' 0 16' 32' 1''"=1'0" 1^ 1"=1'-0•01' 3/4"=1'-0" v,..1.43. 3 _ -0. - i,._1._0' 'A5.-1•-0- Y2 -- ------- _, 1.6..1,-0."=1'-0" 8' 3,x•'1'-0• '- 3(e s1•.0- PLYWOOD BACKBOARD SEE ARCHITECTURAL SHEET SEE SHEET 1:2.2- A L T A R 5 a POWER SUPPLY (TIT) FOR ALL 'S' FIXTURE FOR ELECTRICAL 'NOTE* QUANTITY AND LOCATIONS PLAN NOTES POWER SUPPLIES FOR REMOTE LENGTHS OF STATE LED TAPE MAY BE MOUNTED ON SEPARATE NOTE: PLYWOOD BACKBOARD IN ACCESSIBLE LOCATION TO PREVENT NEED FOR LARGER SPACE ABOVE CEILING IS UTILIZED RETURN AIR P5.1 P5.2 3 PLENUM. DUCTWORK, INSULATION, WIR!R ING, AND PIPING WIRE DUE TO VOLTAGE DROP OVER LONGER SMALL BE PLENUM RATED OR NON-COMBUSTIBLE. LEAD WIRES. COORDINATE RECOMMENDED LEAD WIRES PER PROPOSED POWER SUPPLY LOCATIONS HITI•I VENDOR PRIOR TO INSTALLATION. VERIFY ALL FIELD P5.4 P5.5 P5.6 CONDITIONS PRIOR TO BIDS PANEL TO BE CENTRALLY LOCATED. COORDINATE EXACT LOCATION IN THE FIELD. LONGEST RUN TO BE NOW MORE THAN 35'. I. ALL LED TAPE LIGHTING 15 ATTACHED TO BACK SIDE OF SCULPTURE USING CLIPS AND SILICON 35' CAN BE EXCEEDED IF THICKER GAUGE ADHESIVE. LEAD IS INSTAED. GC TO COORDINATE ITH CAPITAL WLIGHTING AND NOVAFLEX. WASHINGTON SQUARE 2. ALL POWER SUPPLIES ARE MOUNTED ON PLYWOOD BACKBOARD IN COVERED WALKWAY WITHIN POWER SUPPLY SCHEDULE: ACCESS PANEL ABOVE. 9585 SW WASHINGTON SQUARE RD P5,1: NOVAFLEX #NF-PS-CLGIOOW24-HW, 10014, 24V POWER SUPPLY TO LED TAPE ON I 4 3 3. WIRING FROM POWER SUPPLIES TO LED TAPE AND JUMPS BETWEEN LED TAPE IS UL#2464 IN SPACE NO. T-13 WALL RATED, 20 GAUGE, 2 CONDUCTOR WIRE. TIGARD, OREGON 97223 PS.2: NOVAFLEX 01F-PS-CLGI0O1424-14W, 100W, 24V POWER SUPPLY TO LED TAPE ON 5 4 7 4. REFER TO STOREFRONT FEATURE ILLUMINATION CODED NOTES AND POWER SUPPLY DETAIL FOR P5.3: NOVAFLEX #NF-P5-CLGI00YV24-HW, IOOW, 24V POWER SUPPLY TO LED TAPE ON q 4 11 LED TAPE/POWER SUPPLY SPECIFICATIONS AND TAPE RUN LENGTHS. P5.4: NOVAFLEX #NF-PS-GLGIOOW24-HW, IOOW, 24V POWER SUPPLY TO LED TAPE ON 2 4 5. THIS DETAIL 15 NOT TO SCALE, REFER TO ARCHITECTURAL SHEETS FOR EXACT DIMENSIONS OF STOREFRONT FEATURE. P5.5: NOVAFLEX #NF-P5-GLG351424-1-11N, ICON, 24V POWER SUPPLY TO LED TAPE ON 6 4 8 6. COORDINATE ADDITIONAL REQUIREMENT/INSTALLATION RECOMMENDATIONS WITH LIGHTING P5.6: NOVAFLEX #NF-PS-CLG351424-1-1W, I00H, 24V POWER SUPPLY TO LED TAPE ON 10 4 12 VENDOR PRIOR TO INSTALLATION. G H A FA R I POWER SUPPLY DETAIL 1 C I STOREFRONT GENERAL NOTES 1 B 89 MONROE CENTER SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 www.ghafari.com r , r L-I6 NOT THRU • CURRENT LIMITER L-15 L-ll L-12 NOT TI-IRU 3 L-6 ( 62 OF 2 CURRENT LIMITER * (TYP) )-\ i ,( . .11 L • R3 I $ 64EM) W1 r R11 R11 - W1 I S12 R3 . -; - R3 CH-1 CH-1 II Q II Q __14) L-25 ��-10 P10C� ° I R3 R341. I r11 R . - R3 I W1 r w1 II II R3 - _ 1 ii I $ !- l " " t I ! REGISTRATION SEAL - I R3 R3 - ± ---=± I A ®EMI R3'� ° 4 �� R3 ! - R3 ll ['lii U U I llii • - "i W1 `�� W1 II III R3 - W5 ■r. F -1 U I 91 •10 ��■ P1�� - f�. W ,�,rcTRf Cp ■ C) _ o � _ �- I ��I n - U H X01' oFF 1 - R3 _. I W1 W7 �ll _ �, Po•11 1 o S,`�th 0 4r ((. 31 INf �s�O II II 11 - I l3A R3 a� Pi�11 I � S12 10 @ :-203PE R3 - - !T , +> AI e - ` n 1 l . R3 W1 r, 10 1 11 W1 ° • ,_ . -IN • p• - - R3 O U U• 1%b0,4,* P1(C....) I PP. .,. -D• -EX1 'D2 C � _ © r y��R!<OON / n 14. to • 1 i CH-1 -_ A i II 1 _1 1 O P■ - L-1 o FR A. Kn- -rl2-1 R3 • ` ( U W1 �� W1 - �# _ _ "D11 NO I I _ W5 - I #t3A �� M1® _ , ° • P� Explrat[OnDate d- R3 4__ -L. r • I 1 I'�. 1 \., r r w1 w1 >� f 1 A r 1 O • ' _ 0 7 - R3 I = i P1 I i , IE _ II P�r11• 4').-- / 1 1 - R3 - ( 8 � 0 0 0 0 R. 084' ° F--1- 1 ii t 1 ( O 0 'D3 it CH 1 EM 1 • i4 , 3AR3 1 ! p PD11 ��` .� filth PD11 �7 • R3 2-POLE R11 C® R11 1 I -�7 I t d PD • 1 0� 2 II( C EX1EX ° �_ =M , R3 ® ( ) SNITCH In 3 , �� 1. 18 II 3 L-3 . . _, 3 1 7 _........r ) _,W5 2OF2 1 0 20F2 � i I i L-lq 1 3 1 ` I 12 ....._.._. .. 1. .. _ L-18 R3 - 1 :I•I.1 H.q..] c•I•z3 r•I•I•I - ��ti-��j EMI A O I) II 11 II R8 R8 R8 R8 L-10 k•-•-•) cd•Z3 ® R3 R$ -8 1 FLOOR MOUNTED -� `�- C 1 rr n n 11 R3 . LIGHTING J L-- -- - y L - 3 ) 3 .................8......, R3 r+ \ t A p4 A T . La I OF 2 , R8 -S4 II D L-4 �� n l II L' R3 • I- R3 RS PD25 PD25 PD25 0 ��„- O~~` R .. (• R3 L:8P� PD25 �� ` u I R3 : _ PD25 '125 R8 R8 ill A (l A >9 L EM1 PD25 •R3 i rtl� err' \� R3• 11 I II II II II PD25.. PD25 PD25 / � g W5 S$1S7 . Q S12 R3 • ' n i PD25 - q € PD25 PD13 y r� % ,1 N �� II _I r ' PD25 R8 r - P� �� R3 PD250 R• �r ¢� i „ Q 10 \ R31 R8R8 R3 • ~ � IL ~ � I H - I - R3 - 1 x 3 PD25 PD25 11leke.: R8 03/08/19 DOC REL 02 IFP ( 3 ®U PD25 PD25 P012 L-13 i il - H N - R3 • REV DATE DOC REL##- DESCRIPTION PD25' \_. 2 OF 3 - 1_I!- PD25 \ R3 ` i, PD25 PD25 H 3 R3 L-23 I� I R8 PD25.. PD25 Rg • R3 ` tIr. 0-4'1' i R3" 10 I 3 �\ R8 1 R8 i • !� ; PROJECT# 187747 MEI g W5 PD25 _ II i 11 PROJECT MANAGER M. FREDERICK r _ 5 R8 / R8 Onn O_ 4 I •_� R3 • DESIGNED BY N. INGERSOLL o PD25 PD25 ® I� ii:\ II II I -MI I_I- r • a L-7 1 EM1 \� ' �' ' 0 -•'': "� I L-�1 R3 • DRAWN BY N. INGERSOLL - P025 o/ /( 8 ) �. \� I R3 . rn 2 OF 2 _ / r•I•Ia D7 PD7 � �V/ Z17 o 1 i R. RS R8 '�Z_____ 3L-13 OF R8 I! j 1 IF 2 QUALCHECK P. HILGER C\I ( 3 )i I Q [•za-z t•143 I•I•I.3 EI73 3 O I R3 •• SHEET TITLE (, R; R8 R8 R8 3 A q i R3 W I I TA T1 `�� 1 IOSu2i - R3 • _ FIRST FLOOR ab L 1 - - - ° R10 R10 ' 1 { 3 ) R10 R10 ° ° c 0 ° ❑ - M QGO _ - 0 3 1 LIGHTING PLAN @ ( 6 `( 3 ) L-S FLOOR MOUNTED CoL1.1 (n-P) L-14 L-12 i 22 LIGHTING v L-I6 L2 L J L O u) Q ET E2■ Q 41 FIRST FLOOR LIGHTING PLAN 3/16" = 1 -0 SHEET NUMBER I A 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 80' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"-10'0" 1"=20'-0" m. 1'.=30'.0'. 1".40'-0" 1"=50'-0" 1"=60'-0" � 1"x80'-0• 1"=100'-0" 1"=200'-0" 1..=400'-0" 1"=500'0" 1"=1000'-0" CI _ 1' 7 0 1' 7 0 x 4' 0 2' 4' 0 4' 8' 0 4' 8 0 9 16' 0 15' 0 16' 32' 0 16' 32' 1��=1'-0' 1`w1'0' �/i=1'-0 '4�1'-0" 3�w1.0 �s1.0' 316.'1.-0" i�•wt'_0. •=1.-0. iswwwm� 1,i..=1.43. ALTAR ' a • STATE WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 TIGARD, OREGON 97223 • G H A FA R 1 I - - 0 89 MONROE CENTER SUITE 400 ( 4 ) GRAND RAPIDS, MI 49503 USA Wi. I TEL +1.616.771.0909 EX2 CH-1 CH-1 EM www.ghafari.com 9 ) CH-1 CH-1 EM ( 9 I 'y j )---.12(-- LIGHTING CIRCUIT TO BE CONTROLLED VIA 2-POLE SWITCFI ON FIRST FLOOR CH-1 CH-1 1 r 1 CH-1 w ' CH-1 I . 9 1 , ------------- (_9_.) REGISTRATION SEAL ! CH-1 CH-1 EM CH-1 CH-1 ! - EX� ) E� A(� -f wco ,A451 N44, Ct, CH-1 CH-1 CH-1 CH-1 CH-1 4t" )203PE 1-- ....--•) , / I OREGON "� — �R A -� 1 --') 1 I CH-1 CH-1 CH-1 _____J iri Expiration Date ICH-1 CH-1 R � I CH-1 CH-1 EM I ( 9 U I .T- 1- r F CH-1 CH-1 1 w oI 1 mil 3--t= — - I 2 Js ,s7 "' �' I CH-1 CH-1 EM 03/08/19 DOC REL 02 - IFP 9 } REV DATE DOC REL##- DESCRIPTION I = CH-1 CH-1 CH-1 yGgi 1g71 0PROJECT# 187747 2 PROJECT MANAGER M. FREDERICK a i°" DESIGNED BY N. INGERSOLL 0 o — DRAWN BY N. INGERSOLL m QUALCHECK P. HILGER N SHEET TITLE C71 SEE ARCHITECTURAL SHEET 5EE SHEET E2.2 N FOR ILU F° 5 L FIRST FLOOR QUANTITY AND LOCATIONS PLAN co LIGHTING PLAN o NOTE: 0 SPACE ABOVE CEILING 15 UTILIZED A5 RETURN AIR cn PLENUM. DUCTWORK, INSULATION, MIRING, AND PIPING w SHALL BE PLENUM RATED OR NON-COMBUSTIBLE. 0 0 On VERIFY ALL FIELD a CONDITIONS PRIOR TO BIDS E2. 1 FIRST FLOOR LIGHTING PLAN 311611 = 11-0ll 1 A SHEET NUMBER 0 10'1"=10'0" mwm 1"= _ _ milommii. = _ - = 0 400' 800' _ 0 500' 1000' 1,'=1000'-0" 0 1000' 2000' 20' 20'_0" 20 40' 1"-30'0" 0 30' 60' 1"-40'_0" 0 40' 80' 1"-50'-0" 0 50' 100' 1'-80'_0" --'60' 120' 1 80'_0" 0 80' i1 1"-140'_4" 0 100' 200' 1"-200'0" -200' 400' t"=400._0• 1 500,-0" 01' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 9 15' 32' 1 .1•-0" ------� _ 112'=1'-0" 1„=1,_a.. %i"=1'-0" � _. .----- --. .. 1.. "=1,-0" Imimmoni 3�•s ,-0" 14,E-1.0,� 16"=-1�-0„ 18"-1V_0„-_ ._ - '(4"-.1'0" IIMIMI '.5'-1._0.. ALTAR ' (] TYPt_ SYMBOL MANUFACTURER PART NUMBER DESCRIPTION LAME INPUT WATTS yQL7S 1 NOTESYS MBOL MANUFACTURER PART NUMBER DESCRIPTION LAMP I INPUT WATTS I VOLTS TYPE SYMBOL MANUFACTURER PART NUMBER DESCRIFTJ,,N LAMP INPUT WATTS VOLTS I 4'LED STRIP LENS LUMEN • STATE CHl ' 1MERtuAY LIGHTING LSni wll-35K-H A-t,iS-LAI INTEGRATED LED 44 WATTS 120-277150 E 48-069DBo-MUIT-9x29.150-E-11- 46"ANb 12"IED LINEAR 350DK WITH LENS '. 06-4U80-MULT-9%29.CRL-3P-L-UAV- GRAZING FIXTURE 4000K 50 U1 INTEGRATED P023 ®PD13 SOICABLE/CAP650FT1,MNT-LTRKCLIP CT1 USED IN ExTER10R BIROS OF PARADISE 4'LED STRIP 4000 LUMEN 48(MOUNTING TRAC%CLIPS 48"I,MNT L- UPLIGHTING FDR SIGNS 6 WATTS PER LINEAR CH1 EM ISI I� 35001f WITH EMERGENCY CHANDELIER IN ANTIQUE ECOSENSE TRKCLIP-12(MOUNTING TRACK CLIPS ITS FOOT 120V MERCURY LIGHTING LS-4-AO°0-35K-"TA-USS-UNI-B5L3202W BALLAST&LENS ;INTEGRATED LED 44 WATTS 124277 I BRASS WITH CLEAR CUT EMERALD FAME CRYSTAL 30"X 14.5" --- I _--- ILIEIKO 09315 FULLY RECESSED EMERGENCY - --------- -- ,k= /� MA/SON DE VILLE 1 LT WALL LED5WST19/HL/822K- EMI DROP DOWN COMPLETE 'dlw SCONCE NBRIT;SH BRONZE DIM-GE I ® ) UNR 25WATT LSA,NYC MURRAY FEISS WB12168R6 EON BASE LAW 5 WATTS EACH 100W I20 EVENLITE APR-IS-LC-III APPROVED INCLUDED 25 WATTS 110/ I PIMI a PD24 (4)PHUPS 45869 SURFACE LED 2 HEAD 18"19TH C.FRENCH EMPIRE {61PHILP545.69 w2 ®� CASCADE 1 LT 5"SCONCE IN 7812/317- 522/112 I EMERGENCY wmT REMOTE RESTORATION CRYSTAL CHANDELIER IN 7812/1Q7-8271E12 MURRAY FEISS WB7570HTB2 HERITAGE BRONZE 7WATTS EACH 60 WATTS 110 EM2 CAPABILITY WARE{USE HARDWARE+FC279127 62060237CRY3 MEET Y LIED BRAS FINISFI 7WATTS EACH 40 WATTS PER SOCKET 120 I I �ERti2 XLF6520/SED FOR INDOOR ; -I ��A BIROS OF PARADISE WALL REMOTE;OR(E1Ffi52JLED- 3.6W 7gUMENS PER ■L EMERALD FAERIE SCONCE 11.8'%3.9' LIGHT ALARMS LCA-2LED.R WP FOR OUTDOOR) INTEGRATED LED _ HEAD 120277 I ® I I I ANGLE FACE RED IETTERJS I I Pte, ® ® ® I' (l)EIKOOA864 LED SORRENTO L2.3W x 26.BH X . PD 25 ILUNA BEuw CHA-RAIN RAN DROP PENDANT Advantage FIIalYcnt T10 CAST ALUNINUMWITH I11EIK003315 •• CLEAR ACRYEGROUND. C WITH WHITE 320 Deg 1.SW-25UII�5 BACK GROUND.Ap1USEA8LE ii i ii. ® 320 Delve,5W25 W4 CLEAR SEEDY GLASS ETCHED LEOSWSTI9JFlV822K- EKE ^• AMBER OPTIC 1 E26 BASE DIM G5 RECESSED OR SURFACESOUS ® C 2700K.E26.120VAC 111 WAITS 1p HINKIEY 1425 LAMP AGED IRON FINISH 5 WATTS EACH 111 WATTS ION WASHINGTON SQUARE MOUNT LED EDGE-LIT EXIT Ex l I I -- I CONTECH LIGHTING 0.E1fA-SF-R-EMW-P SIGN Wl BATTER BAC%-UP INTEGRATED LED 3W 120-277 - --- SORRENTO 8"W K 17"H K LED •ESOT AND HEADS : • ,�7 CAST ALUMINUM WITH (SEIKO 09315 W THERMOPLASTIC ASHL4ND8UGHT33"WHITE WS 'r.2 CLEAR SEEDY GLASS ETCHED LEDSWST19/FILJ922K. 9585 SW WASHINGTON SQUARE RD EX2 0N3 AMBER OPTIC 1 E26 BASE DIM-GE 1 EX2 COMBINATION 2 ION UNIT,ERED P016 - A 4� P02b SAVOY HOUSE 1-291-&23 CHANDELIER DRIFTWOOD SPACE N O. T- 1 3 LIGHT ALARMS LCAC-R-SOILED LETTERS,25ElUAPE HEADS INTEGRATED!£D 1W PER HEAD 120-277 �' It j CHANpEL1Ek HINXLEY 14=0RI LAMP AGED IRON FINISH 5 WATTS EACH 100 WATTS 120 Ill PHILIPS 45E163 -,•41,- 812,822-82=E12 TIGARD, OREGON 97223 7 WATTS EACH ILD WATTS FER SOCKET 120 -r.�n 3 PDE 4 a PO1 (1)EIK00931S „ . LEDSW'ST791FIL/822K- ---- - - r 1 SMALL BIRD CAGE DIN4G6 VERSAILLES COLLECTION ELOQUENCE CHRM035 CHANDELIER 5WATTS EACH 100w 120 • I.1,4 LIGHT CHANDELIER TEAR x027 .IL,.,;}, ®P027 TRIMCH 32443 DROP CRYSTALS,PRISM 1. LOCATION OF 5 BUTTON WALL STATION FOR LIGHTING ZONE CONTROL, REFER TO RISER DIAGRAM •1r-�:- CRTYSTALS 16)PHILIPS45369 • 7B12J827-822/E11 ON SHEET E4.0 FOR MORE INFORMATION. • • 7 WATTS EACH ®WATTS SOCIOT 120 PD2 '•a YOU .I11FIKO 09315 I yI 3I�i;� LED5WST19/FIL/822x- • 2. PROVIDE JUNCTION BOX WITH CIRCUIT AS INDICATED FOR POWER CONNECTION TO LED TAPE MEDUIM BIRDCAGE DIM-G6 POWER SUPPLIES. LED TAPE WILL PROVIDE ACCENT LIGHTING FOR THE STOREFRONT ELOQUENCE CH0.M03M CHANDELIER IS WATTS EACH 100W 120 29•W%3671 PERSIAN WHITE I ® FEATURE/SCULPTURE SIGNAGE MOUNT IN ACCESSIBLE LOCATION ABOVE CEILING AND COORDINATE PD7A ,� P02& CYAN DESITAN 5783 APO MYSTIC SILVER 6 LIGHT CHANDELIER WITH VENDOR FOR EXACT LOCATION/REQUIREMENTS PRIOR TO INSTALLATION r" (6)MUM 4E869 PEA Mi.IMO 0 PD3 111EIK0 09315 'rf - - - - 7B12Je27-622/E12-- - LEDSWSTIN/FIL/B2ZK- 7WATTS EACH H3 WATTS PER SOCKET 120 I 3. ROUTE CIRCUIT THROUGH LIGHTING CONTROL PANEL. SEE SCHEDULE, SHEET E4.0. G H A FA R I '11 LARGE BIRDCAGE DIM-G6 -- . ELOQUENCE CHFM03X CHANDELIER 5 WATTS EACH 100W 120 PTL. 3B•DIAX42HEIGHT 5LIGHT 4- a-MAX PLUS DIGITAL CONTROL RELAY PANEL AND CURRENT LIMITING PANEL. SEE SHEET E4.0, PIM x'14' 00 ®4029 LONA SELLA CHA-LAZA FIVE DEIRWITH(TIRON FOR MORE INFORMATION. 89 MONROE CENTER CHANDELIER WITH BLACK PD4 -A':i STEEL FINISH (51 PHILIPS 65869 4111 ® I4IPAILPS45369 - 78121827-E22/E12 SUITE 400 - DESIGNER-1.RANDALL SMALL SHARON CHANDELIER 7812/827-B22/E12 7WATTSEACH 60 WATTS PER SOCKET 120 5. INSTALL LINEAR LED FIXTURE (56 OR 57) AROUND THE BUMP OUT FOR THE APPAREL WALL. POWERS SP5030 INGDILDEDIRON 7WATTS EACH 60 WATTS PER SOCKET 120 1 PROVIDE JUNCTION BOX FOR FIXTURE CONNECTION TO POWER CIRCUIT AS INDICATED. INSTALL GRAND RAPIDS, MI 49503 USA i r JOXES THAT ARE HIDDEN FROM VIEW (TOP OR UNDERNEATH). SEE ARCHITECTURAL PLANS TEL +1.616.771.0909 -S /AL. PD30 11 ,'JI ®4030 GRCALIGHTING CHC156EBw-5G FR CHANCE FLANDERS NERAL TWO FOR COORDINATION. www.ghafari.com PDS PDS HIGHBROW&LT CHANOELIER j - II I;l411 ') e IN CONTEMPORARY SILVER ISIPHILPS 45869 39. 51-1125"WA42. LIGHT 111)PHILIPS 45869 fLEAF/DISTRESSED SILVER 7811,0327.822/E12 '' ":,' I I m 7.121827.822/E12 6. 11 FOOT LENGTH OF '510' TAPE LED INSTALLED VERTICALLY ON THE SHELVING/DISPLAY SUPPORT - ELIRREr&COMPANY 9665 LEAF IWATTS EACH 6awAmPERSOCKEr12( I 7WATTS EACH wamPER SOCKET 120 SYSTEM. REFER TO SHEETS E1.0 AND E1.1 FOR POWER CONNECTION/CIRCUITING. COORDINATE WITH 151 1 I� TENANT REPRESENTATIVE IN THE FIELD FOR EXACT MOUNTING INSTRUCTIONS. rub 3/�` ®Po6 T,,1' SUZANNE RARER 9 LIGHT INGACMJE AN CHANDELIER {41P34104545165Pn31 I ®4031 VISUAL COMFORT SK 50038W CHANDELIER BELGIANWHITE 7. RUN UNSNITCHED LEG OF CIRCUIT TO EMERGENCY BALLAST AND SNITCHED LEG OF CIRCUIT TO IN CHINOIS ANTIQUE SILVER �17812/827.&12/E12 I { FIMSH46.25'W%47,5"H 19IPHIGPS45869 14 CURREY&COMPANY 9654 LEAF (7 WATTS EACH (60WAITS PER SOCKET 220 � -E� 161=f87]-8]2JE1Z NORMAL BALLAST TO ALLOW FIXTURETO BE SWITCHED WITH REST OF CIRCUIT. I I L 7 WATTS EACH 60 WATTS PER SOCKET 120 I B. ALL SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT SIGNS SHALL BE CONNECTED TO UNSWITCHED CIRCUIT 'L-41' FIXTURES ARE TO PROVIDE CONTINUOUS EGRESS AND EMERGENCY I•Ii; .�I�,� ®PDT BURNISHED BRONZE GHT MINI ILLUMINATION PER NEC 700 16 AND 700 17 AND LIFE SAFETY CODES PROVIDE SCREW TYPE, LOCK llik .,', {SIPHILP543869 P032 ILL- ®4032 !SAVOY HOUSE 1-8733-3-28 13"X 13"K 24.5H OILED 18"1930'5 FRENCH BEADED 7812(827-822/El2 t 'rf f BURNISHED BflONZE WRH .,1 CLEAR CRYSTALS 13)PHILIPS 4E869 ON DEVICE AT BREAKER - RESTORATION HARDWARE 68060237CRY5 CHANDELIER 7 WATTS EACH 25 WATTS PER SOCKET 120 7R12/827-822/E12 7WATTS EACH 60 WATTS PER SOCKET 120 I 9. ALL NON SALES AREA EMERGENCY LIGHTS, NIGHT LIGHTS, AND EXIT LIGHTS SHALL BE t CONNECTED TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT. FIXTURES ARE TO PROVIDE •PCI8 i• ®PDB 21"FRENCH BEADED ;AUREATE MINI CHANDELIER CONTINUOUS EGRESS AND EMERGENCY ILLUMINATION PER NEC 700.16 AND 700.17 AND LIFE ' � ��y � IMP CHANDELIER"ADDITIONAL (61PHILFS45869 4033 3.41�" ®4°33 CVRREY$COMPANY 9543 4LIGHT 15"H%13"DFA. SAFETY'I CODES. PROVIDE SCREW TYPE, LOCK ON DEVICE AT BREAKER. WEIGHT REQUIREMENTS FOR 71312/827-822/E12 •.L; RHINE GOLD FINISH {q1 PHILIPS 45869 (12)PN1LIP545869 REGISTRATION SEAL RESTORATION HARDWARE 70Z40934PNTR MOUNTING 7 WATTS EACH 25 WATTS PER SOCKET 120 7812/827-822/E12 7912/827-8=2/E12 7WAm EACH 7WATTS EACH 120 10. PROVIDE J-BOX AND TOGGLE TYPE DISCONNECT SWITCH IN ACCESSIBLE LOCATION HIDDEN FROM 1 ipt 1, I -- I VIEW WITH MINIMUM 241 WHIP FOR CONNECTION TO STORE SIGN, SEE ARCHITECTURAL SHEETS FOR a MORE INFORMATION AND MAKE FINAL COORDINATION WITH SIGN VENDOR. VERIFY EXACT LOCATION. ADO ®PF9 29•FRENCH BEADED - ,�' /� 12 LIGHT CHEYANNE ANTLER CHANDELIER•"A00RIONAL )SIFHILP545864 PP3A .H (Bp. REGINA ANDREW 16-1203 CHANDELIER 40"H K SEW WEIGHT REQUIREMENTS FOR 7612/827 8221112 L" (Bp. wHEEE FINISH II, INSTALL TAPE LIGHT IN AND AROUND SOFFIT. PROVIDE JUNCTION BOX FOR LED POWER SUPPLY (121 PHILIPS45869 (121 PHILIPS-45869 RESTORATION HARDWARE 70030416CRY5Tq MOUNTING 7WATTS EACH 'IS WATTS PER SOCKET 120 / I CONTECH; MODEL TLPI20VHW60 AT 301 INTERVALS TO PROVIDE A CONTINUOUS RUN OF TAPE �^CTRJC-` _ 7B1z/82R82z/F 12 76121827-az2/Elz l r �E ` 1.`, 7 WATTS EACX 7 WATTS EACH 120 ( ) f -G 'T / I ! I LIGHT (NO LONGER THAN 30FT RUNS). INSTALL J BOXES AND POWER SUPPLIES SO THEY ARE 4 �' I HIDDEN FROM VIEW (TOP OR UNDERNEATH). SEE ARCHITECTURAL PLANS FOR COORDINATION. 4� :..O/ PROFess/4 4-NEW WORK HOUSING '�� Pule tI,9- ',., FE/10 111RHILIPS 45866 4 0 FULLY ADJUSTABLE SQUARE (11MEGAMAN ,, J XG Z[� a_ {.� �,•� 0 MAISO"DE VILLE MINI Cup 17B12/LEO/427 'R3 LVRI6-TEML24�K 1HoUSING},CTR1624N%IN ROUND TRIM 4"LOW EA3308DLN-FL-Gu53. ` VY�v `/Q 'i,� 8l' CHANOFIIERIIIBRITISH 22/E26/DIM (NICKEL TRIM 1OR CTR1624P{WHITE VOLTAGE{SPECIFIYTRIM 3001'K-12VMETEDAMP 2034E • MURRAYFE155 F3879J1BRB BRONZE 7WAttSEACH 100 WATTS 120 3 CONTECH TRIM} FINISH,ON PLANS ASP OR AK!LOCATION SUITABLE 50 WATTS 12V 12, RESTROOM EXHAUST FANS SHALL BE OPERATED BY OCCUPANCY SENSOR SWITCH IN RESTROOM. "' �/ 11 SEE MECHANICAL SHEETS FOR MORE INFORMATION. r /. EE3200AMAF �� 4"REMODEL HOUSING FULLY ER3308pLNiL-Gu5.3- 113A 0R3A ADJD3TABLESQUAREIN LOCATI12VMR160aMP 13. INSTALL LED TAPE LIGHTS AROUND THE INTERIOR OF DISPLAY WALL. PROVIDE JUNCTION BOX vr OREGON 0 LYRI6-TR;HOUSING),CTR1614NK(NICKEL ROUND TRIM 4"BRUSHED LOCATION SUITABLE dif •1111 PDT' (11EIK009315 I- CONTECH TRIM I NICKEL FINISH LOW VOLTAGE&WATTS SO WATTS 120 FOR LED POWER SUPPLY (CONTECH;EGA; MODEL TLPI20VHW60). SEE ARCHITECTURAL PLANS / /O �O MERCURY ROW 2AHRA 1 1E05w5T19/FIL1622N- �/�/� /� !/• { 1 LIGHT PENDANT CLEAR CLASS DIMGA XAR 12-244N1-WH/FKI2/{21XM2D-21M-HOE 2 LIGHT RECESSED MULTIPLE 12.5 WATTS PER FOR COORDINATIONIL R7 . /"1L�T� 1 ��r • -/ a WAYFAIR MCRR2163 IN OIL RUBBEDBRONZE+FL& 5WATTS EACH 100-WATTS 120 SOWS 1430-W" WHITE TRIM INTEGRATED MODULE 120V 1�/ [] A. L1 V I r AAR13.20-WH-WH/FK13/(3Pw20-25u-IRK 3LGHT RECESSED MULTIPLE 12.5WATT5PER 14. INSTALL TAPE LIGHT BEHIND BACKWRAP FRAME PROVIDE JUNCTION BOX FOR LED POWERRS �7 A �T sows I45C WH wHITETRIM NTEGRATED MDDGLE I120Y SUPPLY (CONTECH; MODEL TLP120VHW60) AT 30' INTERVALS TO PROVIDE A CONTINUOUS RUN OF PDE: :•!f-'�^ OPRIl I ;ulRla2o-wH-wH>FK14/(41>DA2o-22012.5WATTS PER I l TAPE LIGHT (NO LONGER THAN SOFT RUNS). INSTALL J-BOXES AND POWER SUPPLIES 50 THEY Expiration Date 7i/gd//1 SOWS 1450-wk WHITE TRIM INTEGRATED MODULE 12OV rf' CASCADE 6 LT 28" (6)PHILPS45869 I I I ARE HIDDEN FROM VIEW (TOP OR UNDERNEATH). SEE ARCHITECTURAL PLANS FOR CHANDELIER IN HERITAGE 7812/R27-H22/512 fi•LED HOUSING,WRITE SELF MURRAY FEISS F2660/6HTBZ BRONZE 7 WATTS EACH 60WAm PER SOCKET 120 RID I OR10 556439RL5308{HOUSINGI.I100(HANGEA IFIANGED LED TRIM,HANGER COORDINATION. --- INTENSE LIGHTING BAR.S3.'craws maim WHITE; !BARS INTEGRATED 32W 120 556G3DRL5308EM1tC (HOUSING), 6 LEDEMH009NG;WHRE I 15. PROVIDE J-BOX AND TOGGLE TYPE DISCONNECT SWITCH IN 91-404N WINDOW PLATFORM HIDDEN MU 0P013 RSOSER RIOR10 11OLI(HANGERBARSI.IC630W-SF(TAIM 'SELFFLAJIGEDLED TRIM, I FROM VIEW WITH MINIMUM 24' WHIP FOR CONNECTION TO SHOW WINDOW SIGN ON FRONT OF • LODESTAR 3017 CHANDELIER(301PHILPS 45669 INTENSE LIGHTING WHITE} ;HANGER BARS INTEGRATED 32W I20 • .11 - PLATFORM. LOCATE IN ACCESSIBLE LOCATION. SEE ARCHITECTURAL SHEETS FOR MORE IN GRANULE)SILVER 7812/827-822/E12 554G3DA-L2-309-0101HOVSNGI, 4"LED HOUSING,WHITE SELF CURREY&COMPANY 9582 LEAF/ANTIQUE 7 WATTSEACH 25 WATTS PER SOCKET 120 RSI (1 1100(HANGER BARS;,14430-MGM FLANGED LED TRIM,HANGER INFORMATION AND MAKE FINAL COORDINATION WITH SIGN VENDOR • - - I ~RFI INTENSE LIGHTING ETRIM WIIITEI BARS INTEGRATED 16W 120 I S4G3oR-L2-308-D-10-EMC71H0USINGI, 4"LED EM HOUSING,WHITE 16. MOUNT LIGHTING FIXTURE ABOVE LAVATORY/OFFICE PLATFORM. pm „ .IF I'I ®P014 R031„,11/6031„, 100(HANGER EARS;,12400W-SF(TRIM SELF FLANGED LEO RIM, 4 ,I MEDIUM HANNAH 8L7 (B)PHILP545869 INTENSE LIGHTING WHITE) HANGER BARS INTEGRATED 16W 110 17. MOUNT J-BOXES AT JEWELERS CASE AT STOREFRONT. PROVIDE JUNCTION BOX FOR LED POWER 11 II 111 CURREY&COMPANY 9120 LIT CHANDELIERIIEIN STOCKHOLM 7WATSEACH 71312/1327-822/F17 v60WATT5 PER SOCKET 120 I I 4"LED RECESSED ROUND SUPPLY (NOVA FLEX; MODEL NF-PS-GLC-1EEN-24-1-1W) AT 16' INTERVALS TO PROVIDE A _ I �Y G MBAL FIXTURE CATISED IN CONTINUOUS RUN OF TAPE LIGHT (NO LONGER THAN 16FT RUNS). INSTALL J-BOXES AND POWER 412 "�i112 LITELINE EKTF0.10R WET LOCATIONS "NISAMUSTBESPECIFIE° SUPPLIES 50 THEY ARE HIDDEN FROM VIEW (TOP OR UNDERNEATH). SEE ARCHITECTURAL PLANS TO BLEND WITH " PE1ss ®POTS - AAL-12G-33K-{FINISH TBD!PER PROJECT APPLICATION INTEGRATED 12 WATTS I20V!NON-DINT; FOR COORDINATION. 16}PHILPS 45869 I I ALBERTINA CHANDELIER IN 7811/827-822/E12 I 240 LED TAPE LIGHT I INSTALLED INPITTINGRDOM 16. PROVIDE JUNCTION BOX FOR LED POWER SUPPLY (CONTECH ) 161 I ELOQUENCE CHRLE4M-8{ BURNISHED IRON .]WATTS EACH IIYAm PER SOCKET 120 I F L MODEL TLP120VHPN�L! AT • S4 DLo0MR5Eu�CIFFIIEO,WILL INTERVALS TO PROVIDE A CONTINUOUS RUN OF TAPE LIGHT (NO LONGER THAN SOFT RUNS). 54 TLT24V13K12R20'LED TAPE, HAVE HARDWIRE DRIVERS INSTALL J-BOXES AND POWER SUPPLIES ABOVE STOREFRONT FRAME 50 THEY ARE HIDDEN FROM TLP24VHWEO-ENC(DRIVERS! AND INSTALLED IN lio. COATED/ TLCIPI2WHHNPUTPOWER PLUG) ALUMINUM TRACK INTEGRATED 2.1W/FT 1100/2454 VIEW AND PROTECTED FROM THE WEATHER. SEE ARCHITECTURAL PLANS FOR COORDINATION, PDL& N 0P016 I I 161PH4PS 45669 ELIZABETH 6 LT CHANDELIER 7811/827-822/E12 Si 4'STRIP BODY WIRED FOR GREEN CREATIVE 28405 CURREY&COMPANY 90000467 IN SLYER GRANELLO SWAT S EACH IWATTS PER ACCEPT 120 56 TEXASFLWRESCENT 5-132-K1 SINGLE END TIT LED LAMP 13/18J4F/830/10013W 13W(NO BALLHUTI 120 19. MOUNT J-BOXES AT STOREFRONT WINDOW. PROVIDE JUNCTION BOX FOR LED POWER SUPPLY 57 2STRIPBQDYWIREDFQR GREENCREANVE284L3 (NOVA FLEX; MODEL NF-P5-CLG-100W-24-NW) AT 16' INTERVALS TO PROVIDE A CONTINUOUS RUN 57 TEx4sFLOugESCENT 6-117-x1 SINGLE ENO TRLEDIAMP ETB/IF/AUABYPBw BwIMO BALLADT1 1211 OF TAPE LIGHT (NO LONGER THAN l6FT RUNS). INSTALL J-BOXES AND POWER SUPPLIES SO P 017 l� ePD17 I I THEY ARE HIDDEN FROM VIEW (TOP OR UNDERNEATH). SEE ARCHITECTURAL PLANS FOR FN.. IFI7 IA)PH(LPS 45869 INSTALLED IN TAPE LIGHT COORDINATION. OC)R E,�A ON A, NOVELLA 6 LT CHANDELIER 7612/R27•422/E12 !APPLICATION,NICHE AREAS COORDINATION. CURREY&COMPANY 5921 IN MAYFMR 7 WATTS EACH 6GWATTS PER SOCKET 120 LIN DISPLAY PANELS.WILL - - I I SID 'HAVE PLUG TYPE DRIVERS 20. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR LEVITON MODEL (05C-10-UON) AND POWER PACK WHERE REGEPTIDAL 11 NEE (.4 , (OPP20-112) TO CONTROL NON-SALES LIGHTING- FIELD VERIFY EXACT REQUIREMENTS AND SIO TLT24Y13K12R20LED TAPE.TLP245P36 MUST BE INSTALLED IN IS'L 1, DESIGN DRAWINGS ARE SCHEMATIC, THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO PLUG IN I01HVER)ITLCIP12(INPLJT POWER ALUMINUM CHANNEL AND PD1& ®PDu NORRIDGE 15 LT DISTRESSED CONTECH PLUG) 6'L ACRYLIC DIFFUSERS INTEGRATED 2.1W/FT 1200124V BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THE L I I I L I 03/08/19 DOC REL 02- IFP FENCE BOARD AND {]S}PHILPS45869 i I CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD DISTRESSED WHITE 7512/827 812/E12 Nora Flex Pro STYRSIP6550 21. INSTALL J BOX WITH DEDICATED SPARE CIRCUIT FOR FUTURE. MOUNT IN ACCESSIBLE LOCATION REV DATE DOC REL##- DESCRIPTION --- MURRAY FEISS F3142/LSDFB/OWH CHANDELIER _ 7WATT5 EACH 60WATTS PER SOCKET 120 I 24 Volt 4100K,35 WATT 74 , MODIFICATIONS DUE TO EXISTING CONDITIONS. 112 slx VOLT HARDWIRE POWER I AND COORDINATE WITH CONSTRUCTION MANAGER. SUPPLY,IOOwATT 24 VOLT 1 NF-PRO-0-60-240d1WK,NF-PS-35W-2411-CLG HARDWIRE POWER 2. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, GENERAL CONTRACTOR, ENGINEER OR NOVMLE% HW,NE-FS-041mw24V-HW SUPPLY INTEGRATED Lsw/FT 1120W240 22, CIRCUIT ALL LIGHTING IN SHOW WINDOWS AS INDICATED, ROUTED THROUGH LIGHTING CONTROL P ols ®Pul9 I TENANT PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN PANEL" REFER TO SHEET E4,0 FOR MORE INFORMATION, REFER TO ARCHITECTURAL STOREFRONT 'WHITE SINGLE CIRCUIT AND INCLUDE IN THE BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE PROJECT# 187747 1sIPHKPS 45869 TRACK WHITE,USED IN SALES ELEVATIONS, DETAILS, AND SECTIONS SHEETS FOR EXACT MOUNTING LOCATIONS AND QUANTITIES EMILE CIO/METIER IN 7.121R27422/E12 TA IFLOORAPPUCATION AND BY THE GENERAL CONTRACTOR, ARCHITECT, ENGINEER OR TENANT AFTER BIDDING WILL BE I I 2 Ili VISUAL COMFORT ATN 5148651-CG BURNISHED SILVER LEAF 7 WATTS EACH LOWATTS PER SOCKET 120 CONTECH LTBP,LT6P,LT4P,LT2P.LA2P,LAIDP WINDOW AREAS N/A 1920 WATTS MAX 120/20A OFLIGHT FIXTURES. RSA FIXTURES MOUNTED IN PLATFORM AIMED UPWARD 'TA' TRACK I I I I FINAL AND SHALL BE IMPLEMENTED AT THE CONTRACTORS COST. PROJECT MANAGER M. FREDERICK MOUNTED ON SOFFIT AND AIMED DOWNWARD. ROUTE WIRING SUCH THAT TRACK CURRENT T1 I ADJUSTABLE LE3oLLN/25/34Knsp4rv4 LIMITER IS AT END OF CIRCUIT. DESIGNED BY N. INGERSOLL co I� 3. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND CONTECH C1161°P-25W WHITE W/25W MAX LABEL ALONG NECK 25W 120 PON pi, '.,11 a PD20 (WHIPS I TB co"rfcH rnao61 H-F-�D-B BLACKLEDTRACK HEAD INTEGRATED IDwnr s 110 ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN o II STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT 23. PROVIDE PIGO WIRELESS CONTROL WALL SWITCH (LUTRON #PJ2B-G-WH-101} AND CEILING DRAWN BY N. INGERSOLL r 01 HALCYON LARGE 3TIER 7912/827.822JE32 ST NGLE CIRCUIT TRACK WITHSTANDING. THE CONTRACTOR SHALL ALERT GENERAL CONTRACTOR ARCHITECT, MOUNTED RADIO POWR SAVR WIRELESS VACANCY SENSOR (LUTRON# LRF2-VCR2B-P-WH) AS KELLY WEARSTIER KW 5012 A8-Q CHANDELIER 7WATT5 EACH 60WAm PER SOCKET 120 T3 CONTECH LTAB.LT68.LT4B,LT26.LA2B,IA10B BLACK.USED IN CASH WRAP N/A 1920 WATTS MAX 126W2DA IQUALCHECK P. HILGER . I I ENGINEER OR TENANT OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND INDICATED TO CONTROL PONPAK RELAY MODULE (LUTRON #RMJ-16R-DV-5). LIGHTS ARE TO o MINI CYLINDER TRACK LIGHT DESIGN INTENT TURN ON WITH MANUAL SWITCH AND OFF WITH CEILING MOUNTED VACANCY SENSOR AFTER 15 SHEET TITLE TG BLACK GHTIN W`ERY`ASf MINUTES OF THE SPACE BEING UNOCCUPIED. (WIRELESS CONTROLS), /�� TUNE TL114-G=-30K-80t R1-NFL-BL LIGHTING INTEGRATED 6.bW 1211 CV PDI' 0Pp21 I I - 4" LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. ALJ 713/2/827 4582269 TL,TFIL2-BL,T RLFT-BL.TLRIB-BL,TLALD 24. T2 TRACK HEADS ON VERTICALLY MOUNTED TRACK, REFER TO ARCHITECTURAL SHEETS FOR LIGHTING PLAN MILLIE CHAHOEIlEA IN 71312/827 822/E17 74 BL,TRL23-BL,TLS44LED-EL{REMOTE PLUG 12HOLT SINGLE CIRCUIT N/A APTETIORS HOME 991O1 ANTIQUE BRASS 7 WATTS EACH SC-WATTS PER SOCKET 520 I JUNQ IN TRANSFORM PRONG PLUG1.T 56nfD RACK AND ACCESSORIES L(HARDWIRE1 Dow 125 5, REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, FOR EXACT LOCATION TRACK LENGTHE HEAD COUNT, AND EXACT MOUNTING INSTRUCTIONS. OWIRE] Yr- CD 25 " SEE ARCHITECTURAL SHEETS FOR LOCATION AND NUMBER OF LIGHTING FIXTURES IN AREA NOTES & LIGHTING `V PD22 011721BIRDS OF PARADISE 6. NTRACTORANDQUANTITY COISOF RESPONSIBLELIGHTINGFIXTURES FOR ALL REFLECTED CEILING PLAN NOTES ON FIXTURE SCHEDULE OO cPANO6UERINANTQu£ ARCHITECTURAL DRAWINGS. 26. 73 TRACK HEADS ON VERTICALLY MOUNTED TRACK, REFER TO ARCHITECTURAL SHEETS FOR BRASS WTEH CLEAR CUT TRACK LENGTH, HEAD COUNT AND EXACT MOUNTING INSTRUCTIONS. EMERALD FAERIF CRYSTAL l4"x 16' 1 I- 7. FIELD VERIFY ALL CONDITIONS Q 27, INDICATES A BREAK IN THE TRACK, EACH SIDE BEING FED BY TWO SEPARATE CIRCUITS. U 6. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST � 0 NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EXIT LIGHTS SHALL BE DUAL 28. LIGHTING IN THIS AREA IS INSTALLED IN SOFFIT BEHIND GLASS WILL BE TOP MOUNTED AND Q VOLTAGE (120/277 VOLT INPUT) WITH BATTERY BACKUP. WASH DOWN. REFER TO ARCHITECTURAL SHEETS FOR INSTALLATION DETAILS AND ELEVATIONS. cC E2.2 LIGHTING FIXTURE SCHEDULE C LIGHTING PLAN GENERAL NOTES B LIGHTING PLAN CODED NOTES A SHEET NUMBER 0 0 10' 20' 1"=10'0" 1"-20'0" 0limemmdmi 20' -- .40 1"=30-0" 0 -- ----- -30-_-- ---_-_---- ,60 40 80' 60' 120' 0 80' 160'1"-40'-0" ---:rte - - 1"-50 0" ' 0 50' 100' 1"-60-0 1"=80'-0" 0 100' 200' 1"=200'-0" 0 200' 400' 1"=400'-0" D 400' 800' 1,•=500'-0" �� 500' 1000' 1"=1000'_0" .�i1000' 2000' 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' Ye=r-Ir imil =14:' I_. V=1'-0" 41 14"=1'-0- .—___.m.m..• 3348"=1'-0" ",1'-0" 3 `=1'-0` _1.-0"-- mum mommimmm ALTAR ' a A/C AIR CONDITIONER LCL LONG CONTINUOUS LOAD MOUNTING HEIGHT TO STAT E AC ALTERNATING CURRENT LTG LIGHTING A FF ABOVE FINISH FLOOR LV LOW VOLTAGE C CENTERLINE UNLESS AHU AIR HANDLING UNIT SYMBOL. DESCRIPTION NOTED OTHERWISE AIC AMPERE INTERRUPTING CAPACITY MAX MAXIMUM SINGLE RECEPTACLE, 3 WIRE GROUND TYPE 18" AMP,A AMPERE MCA MINEMUM CIRCUIT AMPACITY MCC MOTOR CONTROL CENTER DUPLEX RECEPTACLE, 3 WIRE GROUND TYPE 16" C, CORD CONDUIT MFR MANUFACTURER CB CIRCUIT BREAKER M-1 MOUNTING HEIGHT DUPLEX RECEPTACLE, CEILING MOUNTED --- CCTV CLOSED CIRCUIT TELEVISION MOCP MAXIMUM OVER CURRENT PROTECTION HP DUPLEX RECEPTACLE, WEATHERPROOF 16" CIRC CIRCUIT MTD MOUNTED GE]L CEILING (1-41GFI GROUND FAULT PROTECTED DUPLEX RECEPTACLE 15' COL COLUMN NC NORMALLY CLOSED IG CON CONTINUED NF NON-FUSED Rx ISOLATED GROUND DUPLEX RECEPTACLE I5" CU COPPER MC NOT IN CONTRACT TrIG ISOLATED GROUND DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE IS" NO NORMALLY OPEN DF DRINKING FOUNTAIN OC ON CENTER 3fr DOUBLE DUPLEX (QUADRUPLEX) RECEPTACLE 18"DIA DIAMETER OL OVERLOAD f 206V. RECEPTACLE 16" WASHINGTON SQUARE DISC DISCONNECT EF EXHAUST FAN p. RECEPTACLE (FLOOR MOUNTED) --- DISTR DISTRIBUTION 9585 SW WASHINGTON SQUARE RD DWG DRAWING P POLE 120V DUPLEX RECEPTACLE WITH DUAL USB PORTS 24" PH PHASESPACE NO. T-13 ETR EXISTING TO REMAIN PA PUBLIC ADDRESS 2 OR 4 PORT USB CHARGER 24" EF EXHAUST FAN PE PHOTOELECTRICELECTRIC PANEL 6'-0" TO TOP TIGARD, OREGON 97223 ELECT ELECTRICAL PNL PANEL ENC ELECTRIC WATER COOLER PWR POWER ® TRANSFORMER AS REQUIRED E EXISTING RELOC RELOCATED EXISTING EXO EXTERNALLY OPERATED HD SAFETY SNITCH (NON-FUSED) AS REQUIRED EXT LOC EXTERIOR LOCATION RM ROOM FEJ SAFETY SNITCH (FUSED) AS REQUIRED RT RAIN TIGHT FA FIRE ALARM RTU ROOF TOP UNIT m 3-PHASE MAGNETIC MOTOR STARTER AS REQUIRED FFIXTURE FLALA FULL LOAD AMPS SW SWITCH 1113 COMBINATION STARTER/SAFETY SWITCH AS REQUIRED Sw'BD SNITCHBQARD SINGLE POLE SWITCH WITH OR NITHOUT PILOT LIGHT 45" G GROUND GFI GROUND FAULT INTERRUPTER TC TIME CLOCK $2 DOUBLE POLE SNITCH WITH OR WITHOUT P€LOT LIGHT 45" G I-1 A FA R I TEL TELEPHONE A.3 3 WAY SNITCH 46" HP HORSE POWER TYP TYPICAL HV HIGH VOLTAGE $ 4 WAY SNITCH 46" HZ HERTZ V VOLT $� MANUAL MOTOR STARTING SWITCI-J (I, 2 OR 3 POLE) AS REQUIRED 89 MONROE CENTER IG ISOLATED GROUND NP WEATHERPROOF ® MOTOR - 1 PHASE SUITE 400 J-BOX JUNCTION BOX ® MOTOR - 3 PHASE GRAND RAPIDS, MI 49503 USA KVA KILOVOLT-AMPS Q TIME CLOCK/SWITCH AS REQUIRED TEL +1.616.771.0909 1 TELEPHONE OUTLET 18" Www.ghafari.com Y COMBINATION TELEPHONE/DATA OUTLET 16" .SZ DATA OUTLET 18" ® TELEPHONE OUTLET (FLOOR MOUNTED) --- ® COMBINATION TELEPHONE/DATA OUTLET (FLOOR MOUNTED) --- DATA OUTLET (FLOOR MOUNTED) --- O LOW VOLTAGE PUSH BUTTON 46" 6 COMBINATION BUZZER/BELL AS REQUIRED ® LON VOLTAGE TRANSFORMER AS REQUIRED 0 SPEAKER --- Q VOLUME CONTROL 45" ® TRAFFIC COUNTER --- WIRELESS ACCESS POINT (NAP) --- REGISTRATION SEAL © CAMERA CEILING MOUNTED Q JUNCTION BOX (J-BOX) AS REQUIRED Q THERMOSTAT 46" Qs SENSOR 48" CTR Cq�> El ZONE DAMPER (MOTORIZED) --- �D � �� El WALL MOUNTED OCCUPANCY SENSOR 44" .`�Q' �1�� -6 Q WALL MOUNTED VACANCY SENSOR 44' Rd (<" �ip . O CEILING MOUNTED OCCUPANCY SENSOR a 203PE RESPONSIBILITY SCHEDULE L ABBREVIATIONS G 0 DAYLIGHT SENSOR --- i; �r /0 • ID DIMMER --- OREGON ® PHOTOCELL --- yQ �J� / • P PONER PACK y T4, ID FIRE ALARM MANUAL PULL STATION 45" 8 FIRE ALARM AUDIO/VISUAL SIGNAL DEVICE 50" Q FIRE ALARM VISUAL SIGNAL DEVICE SO" Expiration Date.00 NOTE GENERAL CONTRACTOR TO FURNISH AND INSTALL CATNFIRE ALARM AUDIO SIGNAL DEVICE 50" SE CABLE AS REQUIRED IN CODUIT. PROVIDE 10 FEET s FIRE ALARM SPEAKER/VISUAL SIGNAL DEVICE 80" CABLE NEATLY COILED NEAR TOP OF TELEPHONE BOARD FOR LOW VOLTAGE CONTRACTOR CONNECTION. Es FIRE ALARM SPEAKER SIGNAL DEVICE 80" LABEL ALL CABLE CLEARLY ON BOTH ENDS. ® MAGNETIC DOOR HOLDER VIA FIRE ALARM SYSTEM 46" FIRE ALARM CONTROL PANEL AS REQUIRED 0 WM FIRE ALARM REMOTE ANNUNCIATOR PANEL AS REQUIRED (TYP.) FASP FIRE ALARM BOOSTER PANEL AS REQUIRED TTTT ® FIRE ALARM JUNCTION BOX AS REQUIRED O FIRE ALARM DUCT MOUNTED SMOKE DETECTOR ---- O REMOTE ALARM/TEST SWITCH FOR DUCT DETECTOR AS REQUIRED O CEILING MOUNTED SMOKE DETECTOR --- O FIRE ALARM NATER FLOW SNITCH AS REQUIRED 1. TECH BOARD' 4'X8' PLYWOOD BOARD WITH TWO COATS OF FIRE RETARDANT PAINT. FIRE ALARM TAMPER SWITCH A5 REQUIRED PAINT PRIOR TO EQUIPMENT INSTALLATION. (BY GENERAL CONTRACTOR). ® FIRE ALARM RELAY AS REQUIRED 2. QUADRUPLEX RECEPTACLE ON DEDICATED CIRCUITS (BY GENERAL CONTRACTOR). ® SECURITY KEYPAD 5'-0" A.F.F. OM ® �- ®3E1 �D�D� 3, UNINTERRUPTIBLE POWER SUPPLY UPS (BY TENANT). g MOTION DETECTOR --- 00000 4. TERMINATION POINT FOR INCOMING, INTERNET SERVICE TO BE CONNECTED TO GLASS BREAK SENSOR --- El . MODEM. (BY GENERAL CONTRACTOR). ® DOOR CONTACTS --^ 5. MODEM (BY TENANT). ElEa BURGLAR PANEL G. ROUTER (BY TENANT). NOT USED F ® SECURITY CAMERA PANEL ® 1 C A ) (E) EXISTING --- 1 7, SHOPPERTRAK ST600 TRAFFIC COUNTER (BY TENANT). (R) RELOCATED 7 5. VOID TELEPHONE (BY TENANT). WEATHERPROOF PUSHBUTTON, SEE (C) CEILING MOUNTED -- MUM PONER PLAN SHEET E1.0 FOR EXACT 9. E-MEDIA MUSIC SYSTEM (BY TENANT). LOCATIONS, EDWARDS x1852. 03/08/19 DOC REL 02 - IFP 10. STORE NUMBER TO BE DISPLAYED NEAR BOTTOM OF BOARD (BY TENANT). SALES BUZZER AT BACK REV DATE DOC REL##- DESCRIPTION C 7 ) b WRAP. EDWARDS #6.60. NOTE: NOT ALL SYMBOLS USED C 9 ) 11. CONDUIT AND IN RING TO DEVICES IN STORE (BY GENERAL CONTRACTOR). • 1I Il O � CONNECT TO NEAREST Elk Elc PROJECT# 187747 120V, CONVENIENCE 24V SEG. a RECEPTACLE CIRCUIT. PROJECT MANAGER M. FREDERICK ca°„ N DESIGNED BY N. INGERSOLL 0 0 ( 10 ) NON-SALES BUZZER. DRAWN BY N. INGERSOLL (3) EDWARDS #660. ,r OUALCHECK P. HILLER N 0 -120V TO 24V SYSTEM TRANSFORMER IN NEMA 1 SHEET TITLE �y ENCLOSURE. EDWARDS #S92. CN ELECTRICAL GENERAL NOTES:co DETAILS E, • ROUTE CONDUIT UP IN WALL OR COLUMN TO CEILING SPACE. N 0 • RUN NI RE ABOVE CEILING IN CONDUIT NHERE REQUIRED BY CODE. CO • PARALLEL WIRE BUZZERS. I- U 0 GO E3.0 TECHNOLOGY DETAIL AND CODED NOTES J DELIVERY BUZZER SCHEMATIC DETAIL E I ELECTRICAL SYMBOLS A SHEET NUMBER 0 0 10' 20' 0 20' 40' 0 30' 60' 0m,_� 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1-'1W-0' i . �� 1-'20.-0" 1"=30'-0'' imam 1"=40'-0" 1"=50'-0" _. mommm 1"=50.-0" =MEd_ 1"=80.-0" 1"=100'-0" mininismi 1"="200'.0'' 1"=40W-0" lim 1"-500'C 1-'1000 0" mom imimiNi=m 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16'. 0 16' 32' 0 16' 32' 1h"=1'-0" iiiiiiii 1"=1'-0" mum ANI 3/4"=1'-0' %"=1'-0" Vsut 3/"=1'-0" 1/4"=1.-0" immummemenne 3/e"=1'-0" imammet i "=1'-0" immilimionme 3/if=1'-0" im Ife"=1'-0" rn RELAY PANEL L IELECTRICAL PANEL SCHEDULE H IELECTRICAL PANEL SCHEDULE SERVICE 277/480,3PH,4W,+G,IG BUS RATING: 200A MCB SECTIONS: 1 A E T A R , E RELAY # CKT. # ZONE SERVICE. 120 j208,3PH,4W,+G,IG BUS RAT�IG: 100A MCB SECTIONS. 1 NEMA 1 AIC RATING: 65K MOUNTING: SURFACE 1 P--1 D PANEL TYPE NEMA 1 AIC RATING: 65K MOUNTING: SURFACE PANEL 2 P-5 A ZONE BKR LOADS WIRE CKT PHASE CKT WIRE LOADS BKR ZONE ZONE BKR LOADS WIRE CKT PHASE CKT WIRE LOADS BKR ZONE STAT E 3 P-7 A NOTE DESCRIPTION OPTS AMPS (KVA) N PH CB/P f A B C I CB/P PH N (KVA) AMPS OPTS DESCRIPTION NOTE NOTE DESCRIPTION OPTS AMPS (KVA) N PH CB/P f A B C I CB/P PH N (KVA) AMPS OPTS DESCRIPTION NOTE A STOREFRONT SIGN 10.0 1.200 12 12 20/1 1 * 2 20/1 12 12 0.960 8.0 SW PLATFORM/ LTG A FCU-, 7.3 2.022 12 12 20/3 1 * 4 L-1 A 2 30/3 10 10 5.844 21.1 DH-1 5 L-23 A D SALES PENDANT LIGHTING 0.3 0.035 12 12 20/1 3 * 4 20/1 12 12 0.960 8.0 SALES GENERAL TRACK LTG B 7.3 2.022 12 3 4 10 5.844 21.1 6 L-3 D EXTERIOR RECEPTS 6.0 0.720 12 12 20/1 5 * 6 20/1 12 12 1.560 13.0 SALES GENERAL TRACK LTG D 7.3 2.022 12 5 * 6 10 5.844 21.1 7 L-4 B D EXTERIOR UGHTING 0.6 0.070 12 12 20/1 7 * 8 20/1 12 12 1.560 13.0 SALES GENERAL TRACK LTG D FCU-2 7.3 2.022 12 12 20/3 7 * 8 20/3 12 12 3.601 13.0 DH-2 8 L-5 D D SALES PENDANT LIGHTING 0.6 0.070 12 12 20/1 9 * 10 20/1 12 12 1.722 14.4 SALES LTG D 7.3 2.022 12 9 * 10 12 3.601 13.0 9 L-6 D A STOREFRONT SCULPTURE LTG 10.0 1.200 12 12 20/1 11 * 12 20/1 12 12 0.175 1.5 SW PLATFORM/ LTG A 7.3 2.022 12 11 * 12 12 3.601 13.0 10 L-7 A D POS PENDANT UGHTING 2.5 0.300 12 12 20/1 13 * 14 20/1 12 12 0.720 6.0 CONCIERGE DISP. CAB TRACK D FCU-3 7.3 2.022 12 12 20/3 13 * 14 30/3 10 10 5.844 21.1 DH-3 11 L-8 0 D FITT. RM. DECORATIVE LTG 2.0 0.239 12 12 20/1 15 * 16 20/1 12 12 0.960 8.0 SW PLATFORM/LTG A 7.3 2.022 12 15 * 16 10 5.844 21.1 WASHINGTON SQUARE 12 L-10 0 B FITT. RM. GEN. DOWNUGHTING 2.0 0.242 12 12 20/1 17 * 18 20/1 12 12 0.540 4.5 LED TAPE UGHT A 7.3 2.022 12 17 * 18 10 5.844 21.1 13 L-18 D B FITT. RM. GEN. DOWNUGHTING 2.7 0.320 12 12 20/1 19 * 20 20/1 12 12 0.540 4.5 LED FIXTURE LIGHTING A SPACE 0.0 0.000 19 * 20 125/3 1/C 19.330 69.8 75 KVA TRANSFORMER 9585 SW WASHINGTON SQUARE RD SPARE 0.0 0.000 20/1 21 * 22 20/1 12 12 0.324 2.7 SALES DISPLAY SHELF LTG D SPACE 0.0 0.000 21 * 22 1/a 15.730 56.8 SPACE NO. T-13 14 L-13 D 15 L-14 D A STOREFRONT SIGN 10.0 1.200 12 12 20/1 23 * 24 0.000 0.0 SPACE SPACE 0.0 0.000 23 * 24 1/C 17.507 63.2 TIGARD, OREGON 97223 16 L-15 D A NON-SALES LIGHTING 13.6 1.628 12 12 20/1 25 * 26 0.000 0.0 SPACE SPACE 0.0 0.000 25 * 26 0.000 0.0 SPACE 17 L-17 B A NON-SALES UGHTING 8.3 1.000 12 12 20/1 27 * 28 0.000 0.0 SPACE SPACE 0.0 0.000 27 * 28 0.000 0.0 SPACE 18 L-19 B TREWS RECEPTS 9.0 1.080 12 12 20/1 29 * 30 0.000 0.0 SPACE SPACE 0.0 0.000 29 * 30 0.000 0.0 SPACE 19 L-12 A SPARE 0.0 0.000 20/1 31 * 32 0.000 0.0 SPACE SPACE 0.0 0.000 31 * 32 0.000 0.0 SPACE 20 L-22 0 SPARE 0.0 0.000 20/1 33 * 34 0.000 0.0 SPACE 21 L-27 A SPARE 0.0 0.000 20/1 35 * 36 0.000 0.0 SPACE TOTAL CONNECTED LOAD: 117 KVA PHASE "A": 40.685 KVA 147 AMPS BREAKER OTIONS: G 11 A FA R I 22 L_25 A NON-SALES EM/EXIT/N7 LTG 6.6 0.792 12 12 20/1 37 * 38 0,000 0.0 SPACE TOTAL CONNECTED AMPS: 140.9 AMPS PHASE "B": 37.085 PHASE "C": 38.862 KVA 134 AMPS KVA 140 AMPS L - HANDLE LOCK-ON DEVICE 23 SPARE A UGHTING CONTROL PANEL 1.7 0.200 12 12 20/1 39 * 40 0.000 0.0 SPACE H - HEATING, A/C & REFRIGERATION G - GROUND FAULT CIRCUIT INTERRUPTER 24 SPARE D SALES EM/EXIT/NL LTG 5.0 0.600 12 12 20/1 41 * 42 0.000 0.0 SPACE TOTAL CALCULATED LOAD: 112 KVA 89 MONROE CENTER 25 SPARE ATOTAL CALCULATED AMPS: 135.5 AMPS ZONE/NOTE: SUITE 400 26 SPARE D TOTAL CONNECTED LOAD: 20.9 KVA PHASE "A": 8.090 KVA 67 AMPS BREAKER OTIONS: ZONE - LIGHTING CONTROL ZONES GRAND RAPIDS, MI 49503 USA TOTAL CONNECTED AMPS: 58.3 AMPS PHASE "B": 5.510 KVA 46 AMPS L - HANDLE LOCK-ON DEVICE NOTES - IG u ISOLATED GROUND CIRCUIT TEL +1.616.771.0909 27 SPARE A PHASE "C": 7.317 KVA 61 AMPS H - HEATING, A/C do REFRIGERATION www.ghafari.com 28 SPARE D G - GROUND FAULT CIRCUIT INTERRUPTER 29 SPARE D TOTAL CALCULATED LOAD: 25.7 KVA 30 SPARE A TOTAL CALCULATED AMPS: 71.7 AMPS ZONE/NOTE: 31 SPARE D ZONE - UGHTING CONTROL ZONES 32 SPARE O NOTES - IG - ISOLATED GROUND CIRCUIT P IELECTRICAL PANEL SCHEDULE _ SEE PLANS AND RISER FOR DETAILS SERVICE 120/208,3PH,4W,+G,IG BUS RATING: 100A MCB SECTIONS: 1 PANEL TYPE: NEMA 1 AIC RATING: 65K MOUNTING: SURFACE ZONE BKR LOADS WIRE CKT PHASE CKT WIRE LOADS BKR ZONE NOTE DESCRIPTION OPTS AMPS (KVA) N PH CB/P if A B C I CB/P PH N (KVA) AMPS OPTS DESCRIPTION NOTE INITIAL PROGRAM SETTINGS: CURRENT LIMITING BREAKERS D SCENT AIR DEVICE RECEPTS 3.0 0.360 12 12 20/1 1 2 20/1 0.000 0.0 SPARE I CIRCUIT NUMBER ITEM # BREAKER SIZE (AMPS) RESTROOM RECEPTS 3.0 0.360 12 12 20/1 3 * 4 20/1 0.000 0.0 SPARE REGISTRATION SEAL ZONE A SMALL TURN ON AT 9:00 AM AND OFF AT I0:00PM L-4 1 8A SW PLATFORM RECEPTS 10.5 1.260 12 12 20/1 5 * 6 20/1 0.000 0.0 SPARE ZONE S SMALL TURN ON AT 9:00 AM AND OFF AT 10:00PM ZONE C SMALL TURN ON AT 10:00 AM AND OFF AT 9:00PM L-6 2 13 A SW CE1UNG RECEPTS 10.5 1.260 12 12 20/1 7 * 8 20/1 12 12 0.540 4.5 BACKWRAP RECEPTACLES ZONE D SMALL TURN ON AT 10:00 AM AND OFF AT 9:00PM L-8 3 13 FACP 2.5 0.300 12 12 20/1 9 * 10 20/1 12 12 0.200 1.7 BACKWRAP MONITOR CTRIC � SUBJECT TO MODIFICATIONS BY OWNER'S REPRESENTATIVE. L-14 4 6 TELEPHONE BOARD 3.0 0.360 12 12 20/1 11 * 12 20/1 12 12 0.500 4.2 BACKWRAP REFRIGERATOR `EG A( L-16 5 6 A/V RACK 2.5 0.300 12 12 20/1 13 * 14 20/1 12 12 1.000 8.3 SALES HANDSTEAMER 0 PROP4,�, L-12 6 6 IT RACK 2.5 0.300 12 12 20/1 15 * 16 20/1 12 12 1.000 8.3 SALES HANDS1EAMER 1.& ti�OINE4 09 SPARE 7 - - - GENERAL OFFICE RECEPTS 1.5 0.180 12 12 20/1 17 * 18 20/1 12 12 1.000 8.3 SALES HANDSTEAMER 4 '"SPE e% �f SPARE 8 - - - DVR RECEPTACLE 1.7 0.200 12 12 20/1 19 * 20 20/1 12 12 1.000 8.3 SALES HANDSTEAMER % ...f40"('j SPARE 9 - - - DATA/COMPUTER RECEPTACLE 2.5 0.300 12 12 20/1 21 * 22 20/1 12 12 0.900 7.5 SALES GENERAL RECEPTSYr OREGON 0f SPARE 10 - - BREAK COUNTER RECEPTACLE 1.5 0.180 12 12 20/1 23 * 24 20/1 12 12 0.500 4.2 EXHAUST FAN / ,c�y0� 14,2� SPARE 11 - - - REFRIGERATOR 4.2 0.500 12 12 20/1 25 * 26 20/1 12 12 1.080 9.0 FITT. RM. USB RECEPTS ik-fi A.H\' _1241 SPARE 12 - - - MICROWAVE 8.3 1.000 12 12 20/1 27 * 28 20/1 12 12 0.360 3.0 NON-SALES RECEPTS I GC-PROVIDED LEVITON TLLP #G-16-S-1-14 SHOWN WATER HEATER WH-1 13.8 1.650 12 12 20/1 29 * 30 20/1 12 12 0.360 3.0 FITT. RM. LOUNGE RECEPTS Expiration Date Aticaq ROUTE CIRCUITS THROUGH CURRENT LIMITING WATER COOLER EV/C-1 4.2 0.500 12 12 20/1 31 * 32 20/1 12 12 0.300 2.5 CASH REISTER BREAKER. EAS SYSTEM 8.3 1.000 12 12 20/1 33 * 34 20/1 12 12 0.300 2.5 CASH REISTER NON-SALES RECEPTS 7.5 0.900 12 12 20/1 35 * 36 20/1 12 12 0.300 2.5 CASH REISTER DREAMSTEAMER 25.0 3.000 10 10 30/3 37 * 38 20/1 12 12 1.200 10.0 SW PLATFORM RECEPTS A NOTE. I SPACE ABOVE CEILING IS UTILIZED AS RETURN AIR 25.0 3.000 10 39 * 40 20/1 12 12 1.200 10.0 SW CEIUNG RECEPTS A PLENUM. DUCTWORK, INSULATION, WIRING, AND PIPING 25.0 3.000 10 41 * 42 20/1 0.000 0.0 SPARE SHALL BE PLENUM RATED OR NON-COMBUSTIBLE. TOTAL CONNECTED LOAD: 31.7 KVA PHASE "A": 11.240 KVA 94 AMPS BREAKER OTIONS: TOTAL CONNECTED AMPS: 88.3 AMPS PHASE "B": 10.220 KVA 85 AMPS L - HANDLE LOCK-ON DEVICE PHASE "C": 10.190 KVA 85 AMPS H - HEATING, A/C & REFRIGERATION G - GROUND FAULT CIRCUIT INTERRUPTER - TOTAL CALCULATED LOAD: 23.3 KVA f TOTAL CALCULATED AMPS: 65.0 AMPS ZONE/NOTE: ZONE - LIGHTING CONTROL ZONES NOTES - IG = ISOLATED GROUND CIRCUIT TENANT SPACE GREENMAX DIGITAL CONTROL RELAY PANEL WITH 32 PROVIDE PULLHOX SIZED PER NEC REQUIREMENTS OUTPUT RELAYS AND ASTRONOMICAL TIMECLOCK. MODEL: INSIDE TENANT SPACE IF NEEDED. R32TC-100 FURNISHED HY OWNER, INSTALLED BY G.G. TO EXISTING 225 AMP METER AND LEVITON TRACK LIGHTING LIMITING PANEL (TLLP), MODEL DISCONNECT AT LANDLORD #G-16-5-1-14 WITH BREAKERS TO MATCH CURRENT LIMITING (4)#4/0, (1)#4 GND. IN 2-1/2 C. DISTRIBUTION POINT. (FIELD VERIFY) PANEL SCHEDULE, REFER TO PANEL SCHEDULES ON THIS SHEET. FURNISHED BY OWNER, INSTALLED BY G.C. I I 03/08/19 DOC REL 02- IFP NEW PANEL NEW PANEL NEW PANEL REV DATE DOC REL##-DESCRIPTION •L" 0130 rHr 120/208V 120/208V 277/480V 31),411 34),411 30,4W PROJECT# 187747 100A MCB IOOA MCB 225A MCB PROJECT MANAGER M. FREDERICK a. co REFER TO LEVITON SHOP DRAWINGS 42 POLE 42 POLE lb POLE DESIGNED BY N. INGERSOLL 4; FOR INTERCONNECTION REQUIREMENTS. o (4)#1, (I)#8 GND. IN 2' C. DRAWN BY N. INGERSOLL 0) QUALCHECK P. HILGER r N NEW(71 SHEET TITLE 75kVA cv FLOOR XFMR ELECTRICAL a, (4)#1, (1)#8 GND. IN 2' C. (1 1'6 4ND. IN 2" C. ��// DETAILS, RISER N PROVIDE 5 BUTTON DIGITAL SWITCH 4..\\.....C\--(3)#1/0, (LEVITON MODEL: ZMDSW-05W) WITH & PANEL 0) LABELS FOR ZONES A, 8, C, D 4 SPARE. GROUNDING ELECTRODE CONDUCTOR LLi SIZER PER NEC TABLE 250.66 SCHEDULES 5 0 U) E4.0 PANEL SCHEDULES AND ONE-LINE DIAGRAMA SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" enurime. 1"=20'-0" rm 1"=30'-0" iommeemp 1"=40'-0" immo1"=50'-0" IIIIIIIIIINNINIMP I 1"=60'-0" Nm 1"-80'-0" __ , 1"=100'-0" aufaumame i 1"=200'-0" time `memma , 1"'400'-0" , 1"=500'-0" mieurmp 1"=1000'-0" minsr y� 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 18' 0 8' 18' 0 18' 32' 0 16' 32' 1'¢"=1'-0" imummo 1"=1'-0" %"=1'-0" ussomm_ "=1-0" 3e"=1'0" im 1A'''V-0" i %s"=1.-0"'-1'-0" l"--1'-0" ter. hz-3 "-1'-0" i 1,-0" -- 1,16"= __� 26 05 00 COMMON WORK RESULTS FOR ELECTRICAL S. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF MINIMUM WIRE SIZES FOR 20A BRANCH CIRCUITS SHALL BE ADJUSTED FOR DISTANCE, A LTA R ' D ALL EXISTING CONDUIT, FIRE ALARM SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT, MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET, 26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS A. THE FOLLONING TERMS SHALL APPLY TO ALL HORK DONE UNDER THIS CONTRACT: ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD AS FOLLOWS: ALL PRESUMED ABANDONED EQUIPMENT, CONDUIT AND SWITCH GEAR PRIOR TO REMOVAL, PITCH A. FURNISH AND INSTALL OUTLET BOXES FOR ALL DEVICES AS REQUIRED, (RECEPTACLES, S TAT E 1. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY POCKETS SHALL BE REMOVED AND THE ROOF PATCHED, AS REQUIRED BY THE LANDLORD. ALL LESS THAN 100 FT - #12 LIGHTING FIXTURES, MOTORS, SYSTEMS EQUIPMENT CONNECTIONS, SPECIAL OUTLETS AND AS - OF THE ABOVE REFERS TO ALTAR'D STATE. EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BETWEEN 101 AND 150 FEET - #10 OTHERWISE REQUIRED)- - 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND BE REMOVED AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO LIKE NEW CONDITION. EXISTING BETWEEN 151 AND 250 FEET - #8 SUPPLEMENTARY CONDITIONS AND ALL OTHER SPECIFICATIONS SECTIONS, APPLY TO THIS ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE OVER 251 FEET - #6 B. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDARD KNOCKOUT AND THE OTHER SECTIONS OF DIVISION 26 THROUGH 28. INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL TYPE, NO ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON 3. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW WHEN THEY ARE NOT TO BE REUSED IN THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, CONDUCTORS USED FOR EMERGENCY LIGHTING CIRCUITS SHALL BE #IO AWG, MINIMUM, AND DRAWINGS. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND 1-1/2" DEEP, WITH DRAWINGS FOR ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM EXTENT OF DEMOLITION SHALL BE RUN IN SEPARATE CONDUIT USED FOR NO OTHER PURPOSE. PLASTER RINGS. THIS NORK AND THE WORK OF THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS PRIOR TO BID AND INCLUDE IN PROPOSAL, THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE SUBCONTRACTORS WITH A COMPLETE CONDUCTORS MAY BE STRANDED FOR SIZES #10 ANG AND LARGER. CONDUCTORS SIZE #12 AND G. ALL KNOCKOUT BOXES, UPON NHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE SET OF BID DOCUMENTS, T. GENERAL CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES IN THE SMALLER SHALL BE SOLID (NOT STRANDED). EQUIPPED WITH 3/5" FIXTURE STUDS. 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF INSTALLATION, EACH SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR WALL OR PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE REDUCED THIS WORK AND THE WORK OF THE SUBCONTRACTORS TO COMPLY WITH THE TENANTSTHE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. TO #10 AWG WITHIN 10 FEET OF PANELBOARD AND DEVICES IN JUNCTION BOXES ON RATED D. RECESSED OUTLET BOXES SHALL BE STAMPED STEEL SUITABLE FOR THE DEVICE INSTALLED. SCHEDULE AND THE PROJECT COMPLETION DATE. TERMINAL STRIPS. SURFACE MOUNTED OUTLET BOXES SHALL BE CAST IRON SUITABLE FOR THE DEVICE INSTALLED. 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE U. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE CONDITIONS AFFECTING THE WORK. ANY ITEMS NHICH ARE NOT COVERED IN THE BID n " B. ALUMINUM CONDUCTORS ARE NOT PERMITTED. E. EXTERIOR BOXES SHALL BE CAST RUST-RESISTING METAL WITH GASKETED COVERS. DOCUMENTS OR ANY PROPOSED SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND SEALED WITH CALCIUM SILICATE, SILICONE RTV FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF BID SHALL SERVE AS EVIDENCE OF 50 AS TO RETAIN THEIR FIRE RATING. G. THE FOLLOWING COLOR CODE SHALL BE USED: F. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE WASHINGTON SQUARE KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO CONDUIT SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED V. SLEEVES IN BEARING AND MASONRY WALLS FLOORS AND PARTITIONS SHALL BE STANDARD FACES OF FLOORS, CEILINGS, HALLS ETC. ALL OUTLET BOXES TO BE PROVIDED WITH CADDY 9585 SW WASHINGTON SQUARE RD MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, FAILURE TO VISIT THE SITE 208/120 VOLT DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. WEIGHT STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, PHASE A BLACK -MO "QUICKUNT BOX SUPPORT" TO MINIMIZE THE DEFLECTION THAT OCCURS WHEN SPACE NO. T-13 THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES SHALL BE "QUICK-MOUNT INTO THESE DEVICES. 6. REFER TO RESPONSIBILITY SCHEDULE ON THE ARCHITECTURAL DRAWINGS FOR INFORMATION NO. 22 U.S.G. GALVANIZED STEEL MINIMUM, PHASE B RED TIGARD, OREGON 97223 IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID, PHASE C BLUE NEUTRAL WHITE G. ALL ELECTRICAL CONDUCTORS SHALL BE ENCLOSED IN CONTINUOUS GROUNDED RACEWAY B. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL N. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE IRON, HIRE, UNISTRUT, GROUND GREEN SYSTEM EXCEPT AS OTHERWISE NOTED (I.E. LOW-VOLTAGE PLENUM-RATED WIRE), C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE NEW COMPLETE ELECTRICAL SYSTEM AS INDICATED ON DRAWINGS, AS REQUIRED BY CODE AND ISOLATED GREEN/ AS SPECIFIED HEREIN, IN DIVISIONS 26, 27, AND 25. WORK SHALL INCLUDE, HUT NOT BE INSTALLATION OF WORK. GROUND YELLOW STRIPE H. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND LIMITED TO, THE FOLLOWING: RECEPTACLES. X. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO OTHER CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE D. CIRCUIT BREAKER/FUSE AND WIRE SIZE COMBINATIONS NOT SHOWN ABOVE SHALL BE APPROVED 1, TEMPORARY SERVICE AS REQUIRED. BY THE ENGINEER PRIOR TO INSTALLATION. I. RACEWAY AND ENCLOSURE SIZES SHALL BE AS SHOWN ON DRAWINGS OR, IF NOT SHOWN, SHALL 2. PRIMARY DISTRIBUTION BY ELECTRIC COMPANY. TOP OF THE BAR JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE BE SIZED TO COMPLY NITH N.E.C. FILL REQUIREMENTS FOR CONDUCTORS ENCLOSED. 3. EMERGENCY AND EXIT LIGHTING SYSTEMS. INTERFERENCES OCCUR, IN ORDER TO SUPPORT CONDUIT, THE CONTRACTOR MUST INSTALL 4. CONDUIT AND CABLES FOR TELEPHONE AND DATA SYSTEMS AS SHOWN ON THE DRAWINGS. TRAPEZE TYPE HANGERS OR SUPPORTS WHICH SHALL BE LOCATED WHERE THEY DO NOT 26 05 26 GROUNDING AND BONDING J. PULL OR JUNCTION BOXES SHALL BE PROVIDED IN ALL RACEWAY SYSTEMS AT MAXIMUM OF 100 5. ELECTRICAL PANEL AND BRANCH CIRCUIT WIRING. INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, JUNCTION BOXES, ACCESS DOORS, OTHER FOOT INTERVALS AND WHERE REQUIRED TO AVOID EXCESSIVE NUMBER OF BENDS, TO 6. WIRING DEVICES AND PLATES. EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER TYPES AND INSTALLATION A. FURNISH AND INSTALL A COMPLETE GROUNDING SYSTEM IN COMPLIANCE WITH ALL FACILITATE WIRE PULLING OR TO PROVIDE ACCESS TO RACEWAY SYSTEM. BOXES AND COVERS G H A FA R I 7. LIGHTING FIXTURES AND LAMPS, INSTALLATION AND WIRING. METHODS ARE SUBJECT TO LANDLORD CRITERIA. REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. TO THE EXTENT POSSIBLE, AVOID THE USE 5. LIGHTING CONTROLS. Y. UPON COMPLETION OF THE WORK GENERAL CONTRACTOR SHALL FURNISH TO THE ARCHITECT A B. A SEPARATE EQUIPMENT GROUNDING CONDUCTOR MINIMUM SIZE PER NEC TABLE 250,122 SHALL OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF JUNCTION BOXES ABOVE 9. ELECTRICAL CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS, SIGNS, CORNICE LIGHTING, DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES USED FOR CASE LIGHTING, ETC., AS SHOWN ON DRANINGS. CERTIFICATE OF INSPECTION AND APPROVAL FROM THE ABOVE DEPARTMENT BEFORE FINAL BE INSTALLED IN CONDUIT ALONG WITH ALL FEEDERS, BRANCH CIRCUITS AND CONTROL DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. JUNCTION 89 MONROE CENTER 10. INSTALLATION OF CONDUIT AND CABLES FOR SOUND SYSTEM AS SHOWN ON DRAWINGS. PAYMENT ON CONTRACT WILL BE ALLOWED. CIRCUITS. CONDUCTOR INSULATION SHALL BE GREEN. AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE SUITE 400 11. SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS BROWN OR DESCRIBED ON Z. TEST ALL HIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS BEFORE ANY EQUIPMENT IS C. CONDUIT SYSTEM SHALL BE ELECTRICALLY CONTINUOUS. ALL ENCLOSURES AND NON-CURRENT ON COVER. GRAND RAPIDS, MI 49503 USA DRAWINGS OR AS NECESSARY TO MEET LANDLORD, STATE, LOCAL, INSURANCE AND FIRE CONNECTED. WHEN DIRECTED BY ARCHITECT, DEMONSTRATE BY PROPER VOLTAGE MEGGER CARRYING METALS TO BE GROUNDED. ALL LOCK NUTS MUST CUT THROUGH ENAMELED OR DEPARTMENT REQUIREMENTS. K. RACEWAYS AND ENCLOSURES SHALL HE ADEQUATELY SUPPORTED FROM BUILDING STRUCTURE TEL +1.616,771.0909 12. INSTALLATION OF CONDUITS STUBBED TO ABOVE CEILING FOR HVAC. ALSO ANY ADDITIONAL TEST OF INSULATION RESISTANCE OF ANY CONDUCTORS AND REPLACE ALL CONDUCTORS WHICH PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING WITH APPROVED SUPPORT RODS AND/OR CLAMPS. FAIL SAID TESTS UNTIL ALL CONDUCTORS ARE FREE FROM INSULATION FAULTS. METALS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED www,ghafari.com CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE NOT CLAMPS, PERMITTED, AA. ELECTRICAL LAYOUTS ARE SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY EXACT L. ALL CONDUIT SHALL BE RIGID HEAVYWALL GALVANIZED STEEL OR THIN WALL EMT WHERE 13. THE GENERAL CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE LOCATION OF EQUIPMENT, ETC., AND MAY BE REVISED TO SUIT THE CONSTRUCTION CONDITIONS D. ALL RECEPTACLES SHALL SE BONDED TO A GROUND CONDUCTOR USING A #12 AWG MINIMUM PERMITTED BY CODE OR AS HEREINAFTER SPECIFIED. PVC SCHEDULE 80 CONDUIT MAY BE USED MERCHANDISING, AND INCLUDE COST IN BID, AND AID IN COORDINATION WITWORK OF OTHER CONTRACTORS. WHERE DRAWINGS, EXISTING BONDING JUMPER BETWEEN RECEPTACLE TERMINAL AND GROUND CONDUCTOR. METAL-TO-METAL UNDER FLOOR SLAB. ROMEX, BX OR AC, ETC., ARE NOT PERMITTED. SITE CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE UNCLEAR, ADVISE THE CONTACT BETWEEN THE DEVICE YOKE AND THE OUTLET BOX IS NOT ACCEPTABLE FOR EITHER M. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR C. WORK WHICH SHALL BE PERFORMED BY OTHERS, UNLESS NOTED OTHERWISE, INCLUDES THE GENERAL CONTRACTOR IN WRITING PRIOR TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR I5 SURFACE MOUNTED BOXES OR FLUSH TYPE BOXES, FOLLOWING= TO INDIVIDUAL LIGHT SWITCHES (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE RESPONSIBLE TO ADVISE TENANT'S CONSTRUCTION MANAGER IN WRITING OF ANY VARIATIONS OFFICIALS) AND 3/4" FOR ALL OTHER LOCATIONS, IF HVAC CONTROL WIRING IS REQUIRED TO TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BID. OTHERWISE, TENANT'S E. LIGHTING FIXTURES SHALL HE GROUNDED BY THE USE OF A PIGTAIL FASTENED ON BARE BE RUN IN " - 1. TEMPERATURE CONTROL WIRING THAT 15 FURNISHED BY OTHERS PRE-HIRED IN UNITS, METAL THAT IS FREE OF PAINT. CONDUIT, IT SHALL BE A MINIMUM OF 1/2 , UNLESS NOTED OTHERWISE ON 2. TELEPHONES AND FINAL CONNECTION OF HIRING THERETO, CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR CONDITIONS SHALL DRAWINGS, ALL IN/UNDER FLOOR CONDUIT SHALL BE OF MINIMUM I" SIZE. 3. INTERNAL WIRING OF EQUIPMENT FURNISHED AND PRE-HIRED BY OTHERS. BE FINAL NITH NO ADDITIONAL COMPENSATION PERMITTED. F. BOND ALL ROOF MOUNTED EQUIPMENT TO ACCEPTABLE GROUNDS PER THE N.E.C. 4. SECURITY SYSTEM FURNISHED AND INSTALLED SY SECURITY CONTRACTOR. N. EMT THIN WALL CONDUIT MAY BE USED INSIDE HOLLOW PARTITIONS, AND ABOVE SUSPENDED - AB,ELECTRICAL DRAWINGS ARE INTENDED TO INDICATE APPROXIMATE LOCATIONS OF SWITCHES, w D. ELECTRICAL EQUIPMENT FURNISHED HE OTHER TRADES OR BY TENANT AND SPECIFIED IN OR RECEPTACLES, LIGHTING FIXTURES AND OTHER ITEMS OF VARIOUS ELECTRICAL SYSTEMS OF 26 05 29 DISTRIBUTION CEILINGS AND EXPOSED ABOVE 8 -0 ABOVE FINISHED FLOOR OR ABOVE PANELBOARDS, EMT PROJECT. EXACT LOCATIONS AND ROUGH-IN DIMENSIONS FOR ALL WORK AND EQUIPMENT SHALL CONDUIT MAY NOT BE USED BURIED IN EARTH OR FILL, IN OR UNDER CONCRETE FLOOR OR IN SHOWN ON CONTRACT DOCUMENTS SHALL BE INSTALLED AND CONNECTED 8Y GENERALPOURED CONCRETE CONSTRUCTION. CONTRACTOR, EXCEPT AS OTHERWISE NOTED. PROVIDE BRANCH CIRCUIT CONNECTIONS TO BE OBTAINED FROM ARCHITECT OR ARCHITECT'S REPRESENTATIVE AS WORK PROGRESSES. A. GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MISC. MATERIALS AND EQUIPMENT ELECTRICALLY OPERATED EQUIPMENT FURNISHED BY OTHERS AS SPECIFIED IN OR SHOWN ON SHOULD THE GENERAL CONTRACTOR FAIL TO PROPERLY OBTAIN SUCH LOCATIONS OR NECESSARY TO INSTALL ALL OF THE ELECTRICAL SERVICE FROM THE LANDLORD'S ELECTRICAL O. PVC CONDUIT USED UNDER FLOOR SLABS SHALL HAVE RIGID GALVANIZED STEEL ELL-5 AND THE CONTRACT DOCUMENTS. TEMPORARY WIRING FOR OTHER CONTRACTORS SHALL BE DIMENSIONS, THE ARCHITECT SHALL CHANGE THIS WORK AT THE GENERAL CONTRACTORS SERVICE ROOM INCLUDING (AS INDICATED ON SHEET E4,0) BUT NOT LIMITED TO THE METALLIC CONDUIT ABOVE FLOOR SLAB. INSTALLED BY THE GENERAL CONTRACTOR WHO SHALL HE ENTIRELY RESPONSIBLE TO THE EXPENSE WHEN REQUESTED BY ARCHITECT, ARCHITECT RESERVES THE RIGHT TO MAKE MINOR SECONDARY CABLES, CONDUIT, PULL WIRE AND GROUND ROD AND SLEEVE AS REQUIRED. TENANT FOR THE SAFE AND SATISFACTORY OPERATION OF SAID TEMPORARY WIRING. CHANGES IN LOCATION OF ELECTRICAL WORK OR EQUIPMENT PRIOR TO ROUGHING IN WITH NO COORDINATE REQUIREMENTS WITH LANDLORD PRIOR TO BID. THE GENERAL CONTRACTOR SHALL P. FLEXIBLE METAL CONDUIT (FMC) OR MC CABLE SHALL SE USED ONLY FOR CONNECTIONS INSIDE REGISTRATION SEAL CONTRACTOR REQUIRING SUCH TEMPORARY WIRING SHALL PAY FOR ALL DAMAGE TO PROPERTY ADDITIONAL COST TO TENANT, TENANTS CONSTRUCTION MANAGER RESERVES THE RIGHT TO COORDINATE INSTALLATION OF THE DISCONNECT SWITCHES AND PANELBOARD WITH THIS WORK. CASEWORK AND AS THE FINAL CONNECTION TO RECESSED FIXTURES, MOTORS, AND ELECTRICAL RESULTING FROM ITS USE. COMPLY WITH LATEST REQUIREMENTS OF OCCUPATIONAL SAFETY RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE INSTALLED WITHOUT ADDITIONAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT SYSTEM, MC CABLE MAY AND HEALTH ACT (OSHA). PROVIDE PERSONNEL GROUND FAULT PROTECTION ON ALL COST. B. ALL CONDUCTORS SHALL BE COPPER. ALUMINUM CONDUCTORS ARE NOT PERMITTED. ALSO HE USED IN HALLS FOR LIGHT SWITCHES AND 120y POWER RECEPTACLE AND HVAC TEMPORARY POWER AND LIGHTING CIRCUITS 30 AMPERES OR LESS, GROUND FAULT CIRCUIT AG. THE ARCHITECT RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ANY ITEM C. COORDINATE WORK PROVIDED BY LANDLORD PRIOR TO BID AND INCLUDE THE COST OF ANY CONTROL EQUIPMENT. FMC AND MC CABLE SHALL BE UL APPROVED, AND BOTH THE CONDUIT INTERRUPTERS ON CONSTRUCTION CIRCUITS ARE NOT REQUIRED WHERE CIRCUIT IS A AND FITTINGS SHALL BE LISTED FOR GROUNDING. FMC SHALL BE KEPT TO SIX FEET (6 -0 ) PERMANENT CIRCUIT TO BE A PART OF THE COMPLETED BUILDING. HOWEVER, CONTRACTOR WHICH, IN THEIR OPINION, SHALL NOT PRESENT AN ORDERLY OR REASONABLY NEAT OR SUCH WORK A5 DIRECTED BY LANDLORD. WIRING OF METERING EQUIPMENT SHALL BE BY MAXIMUM LENGTH AND SHALL BE MINIMUM ONE-HALF INCH (1/2") ELECTRICAL TRADE SIZE. LE.CTRIC SHALL PROVIDE APPROVED CORD SETS INCORPORATING GFCI PROTECTION FOR PERSONNEL. SEE WORKMANLIKE APPEARANCE, PROVIDED THAT SUCH ITEM CAN BE PROPERLY INSTALLED IN SUCH GENERAL CONTRACTOR AS DIRECTED BY THE ELECTRIC COMPANY, WHEN CONNECTED TO HARD CONDUIT, THE FMC MUST HE THE SAME SIZE AS THE HARD 1R q( THE LOCALLY ADOPTED EDITION OF THE N.E.C. ALL FINISH PAINTING IS TO BE PERFORMED BY ORDERLY HAY BY METHODS USUAL IN SUCH NORK, OR WHICH DOES NOT COMPLY WITH CONDUIT IT IS CONNECTED TO. AN EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED IN �© RROp GENERAL CONTRACTOR EXCEPT THAT THIS CONTRACTOR SHALL RESTORE TO ORIGINAL CONTRACT DRAWINGS OR SPECIFICATIONS. SUCH REMOVALS OR REPLACEMENTS SHALL BE DONE D. METERING EQUIPMENT 15 EXISTING TO REMAIN. ALL RUNS OF FMC. 't� SSS/ CONDITION ANY PAINTING DEFACED BY THIS CONTRACTOR AFTER ORIGINAL PAINTING. BY CONTRACTOR WHEN SO DIRECTED IN WRITING BY ARCHITECT AND AT CONTRACTOR'S E. DISCONNECT SNITCHES SHALL BE HEAVY-DUTY TYPE, UL LISTED. c� �j=203PE �GIN�F'Q 0y EXPENSE. Q. LIQUID-TIGHT FLEXIBLE METAL CONDUIT (LFMC) AND LIQUID-TIGHT FITTINGS SHALL BE USED IN E. GENERAL CONTRACTOR SHALL DO ALL CUTTING, CHASING, CHANNELING AND PATCHING AD.GENERAL CONTRACTOR SHB ALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOSITE TO RECORD F. DISCONNECT SWITCHES SHALL BE BY SQUARE D, SIEMENS, CUTLER HAMMER, OR GENERAL AREAS EXPOSED TO THE WEATHER OR EXCESSIVE MOISTURE AS THE FINAL CONNECTION TO REQUIRED FOR TY TOOK UNDER THIS DIVISION,MANAGER AND THE LANDLORD. SHALL LORD. PATCHING GIS TO BE "AS NEN AVE PRIOR APPROVAL 8Y DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: ELECTRIC. MOTORS, AND ELECTRICAL EQUIPMENT THAT MAY GENERATE VIBRATION THROUGH THE CONDUIT j //�/� TENANT'S CONSTRUCTIONSYSTEM. LFMC SHALL BE UL APPROVED, AND BOTH THE CONDUIT AND FITTINGS SHALL BE WE CONDITION", 1. LOCATION OF JUNCTION BOXES AND RECEPTACLES. c " LISTED FOR GROUNDING. LFMC SHALL BE KEPT TO SIX FEET 6'-0" MAXIMUM LENGTH AND OREGON 2. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. G. ALL SWITCHES SHALL HAVE SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE OFF POSITION ( ) 3. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT WHEN THE SWITCH DOOR IS OPEN, SWITCHES SHALL HAVE REMOVABLE ARC SUPPRESSORS SHALL BE MINIMUM ONE-HALF INCH (1/2') ELECTRICAL TRADE SIZE, WHEN CONNECTED TO HARD / 'roil14�se F. ALL ELECTRICAL WORK SHALL B£ INSTALLED SD AS TO BE READILY ACCESSIBLE FOR • SUBSTITUTIONS, AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. WHERE NECESSARY TO PERMIT EASY ACCESS TO LINE SIDE LUGS, LUGS SHALL BE FRONT CONDUIT, THE LFMC MUST BE THE SAME SIZE AS THE HARD CONDUIT IT 15 CONNECTED TO, AN OPERATING, SERVICING, MAINTAINING AND REPAIRING. THIS CONTRACTOR 15 RESPONSIBLE FOR REMOVABLE AND UL LISTED FOR 75 DEGREES C., ALUMINUM OR COPPER WIRES. EQUIPMENT GROUNDING CONDUCTOR MUST BE INSTALLED IN ALL RUNS OF LFMC, % FR A. Hk\"G "12-11 PROVIDING SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT. AE. AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY H. SWITCHES SHALL BE QUICK-MAKE, QUICK-BREAK. THE OPERATING HANDLE SHALL BE AN R. CONDUIT SHALL GENERALLY HE CONCEALED WHERE POSSIBLE. NO CONDUIT SHALL BE RUN IN G. ANY ACCESS PANELS REQUIRED, BUT NOT SPECIFIED OR SHOWN ON DRAWINGS, SHALL E SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED "DO NOT REMOVE' SHALL 8E PLACED INTEGRAL PART OF THE SOX, NOT THE COVER. PROVISIONS FOR PADLOCKING THE SWITCH IN BLAH, EXCEPT AS REQUIRED FOR FLOOR-MOUNTED DEVICES, PROVIDE PROPERLY LABELED PULL Expiration Date d STARTINC BY GENERAL CONTRACTOR WITH DESIGN TO BE APPROVED BY ARCHITECT BEFORE IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANELS (SEE ARCHITECTURAL DRAWINGS THE OFF POSITION WITH AT LEAST THREE LOCKS SHALL BE PROVIDED. SWITCHES SHALL HAVE STRING IN ALL EMPTY CONDUITS. STARTING INSTALLATION. A DUAL COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SNITCH DOOR WHEN FOR LOCATION). A SECOND AS-BUILT SET SHALL BE SENT TO TENANT'S OFFICES. THE HANDLE IS IN THE 'ON" POSITION, AND TO PREVENT CLOSING OF THE SWITCH MECHANISM S. EXPOSED CONDUIT WILL BE PERMITTED IN ELECTRIC ROOMS, AND SIMILAR UNFINISHED SPACES, H. THE DRAWORS AND SPECIFICATIONS FOR NS ARE (SHALL- H TO SUPPLEMENT EACH OTHER AND ANY WITH THE DOOR OPEN. THE HANDLE POSITION SHALL INDICATE WHETHER THE SNITCH 15 "ON" OVERHEAD IN AREAS WITHOUT CEILINGS AND ELSEWHERE AT THE DISCRETION OF THE MATERIAL OR LABOR CALLED FOR IN ONE SHALL HE PROVIDED EVEN THOUGH NOT AF. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OFARCHITECT. SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THE THE CONTRACT DOCUMENTS. OR "OFF". DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NECESSARY TO COMPLETE T. ALL CONDUIT FITTINGS SHALL BE GALVANIZED MALLEABLE IRON OR STEEL. CONNECTORS AND THE WORK OR WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE AG. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE I. SWITCHES SHALL 8E FURNISHED IN NEMA 1 GENERAL PURPOSE ENCLOSURE EXCEPT ALL COUPLINGS SHALL BE THREADED OR CUPPED SET SCREW TYPE, CONCRETE TIGHT. CONDUIT PROVIDED A5 PART OF CONTRACT. TENANT. SWITCHES LOCATED OUTDOORS SHALL BE NEMA 3R WEATHERPROOF (WP). NEMA 3R ENCLOSURE BODIES SHALL BE MALLEABLE IRON, THREADED FOR HEAVYWALL CONDUIT AND CUPPED SET SHALL BE MANUFACTURED FROM GALVANIZED STEEL. ENCLOSURES SHALL HAVE A GRAY BAKED SCREW TYPE FOR EMT WITH CADMIUM FINISH AND CADMIUM PLATED SHEET STEEL COVERS. I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH: AH. MANUFACTURER'S CATALOG CUTS MAY BE SUBMITTED FOR STANDARD CATALOG LIGHTING ENAMEL FINISH, ELECTRODEPOSITED, ON CLEANED, PHOSPHATIZED STEEL. RUBBERSYNTHETIC GASKETS SHALL BE USED UNDER BODY COVERS EXPOSED TO HEATHER. FIXTURES AND OTHER EQUIPMENT. CATALOG CUTS MAY BE MARKED UP TO MEET THE PROJECT EMT CONNECTORSRUBSHALL BE INSULATED THROAT TYPE. 1. THE NATIONAL ELECTRICAL CODE. SPECIFICATIONS. CUTS SHALL BE MARKED TO INDICATE MODEL NUMBER, SIZE, TYPE, COLOR, J, SWITCHES SHALL BE RATED FOR AC, FUSIBLE SWITCHES MUST ACCEPT CLASS R FUSES AND 2. STATE, CITY, AND COUNTY BUILDING CODES AND ORDINANCES. RATING, ETC., OF THE ITEM TO HE FURNISHED. HAVE PROVISIONS TO REJECT ALL FUSES EXCEPT CLASS R. THE UL LISTED SHORT CIRCUIT U. INSTALL EXPANSION FITTINGS AT ALL LOCATIONS WHERE CONDUITS CROSS BUILDING EXPANSION 3. NATIONAL BOARD OF FIRE UNDERWRITERS. RATING OF THE SWITCHES SHALL BE 200,000 RMS SYMMETRICAL AMPERES HHEN CLASS R JOINTS DR TRAVERSE FROM ONE INDEPENDENT STRUCTURE TO ANOTHER. INSTALL WHEREVER 4, CERTAIN CODES AND STANDARDS AS SET UP BY VARIOUS TECHNICAL SOCIETIES SUCH AS Al. PROVIDE INSTRUCTION TO TENANT'S OPERATING PERSONNEL AS NECESSARY, SHOWING FUSES ARE USED. a LOCATIONS AND PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM CONDUITS TRAVERSE STRUCTURES HAVING SEPARATE FOUNDATIONS OR WHERE EXISTING UL, NEMA, NECA, IEEE, ASTM, IES, AND ANSI, K. NAMEPLATES SHALL INDICATE FUNCTION OF EACH DEVICE. NAMEPLATES SHALL BE LAMINATED BUILDINGS ARE JOINED TO A NEW STRUCTURE. - 5. THIS WORK SHALL BE GOVERNED ALSSOOB BY LOCAL INSPECTOR'S REQUIREMENTS. COMPONENTS AND REFERRING TO THE OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. PHENOLIC WITH A WHITE SURFACE AND BLACK CORE, USE 1/16" THICK MATERIAL FOR _ 6. FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS. V. DURING ROUGHING-IN, GAP ALL CONDUITS 1E11-110-1 MAY BECOME FOULED WITH FOREIGN MATERIAL. 7. AMERICANS WITH DISABILITIES ACT, NAMEPLATES UP TO 2'X4" AND USE 1/8" THICK MATERIAL FOR LARGER SIZES. ALL NAMEPLATES AJ. GENERAL CONTRACTOR SHALL GUARANTEE THIS WORKMANSHIP AND MATERIALS, EXCEPT FOR SHALL BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. GENERAL CONTRACTOR TO H. NO MORE THAN THREE (3) SO DEGREE BENDS WILL BE ALLOWED IN ANY ONE CONDUIT RUN. J. GENERAL CONTRACTOR SHALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, TENANT-SUPPLIED MATERIALS, FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE COORDINATE WITH THE LOCAL BUILDING AUTHORITY OR BUILDING INSPECTOR ON WHICH ITEMS WRITING) OF THE INSTALLATION BY TENANT'S CONSTRUCTION MANAGER/ENGINEERING SHOULD HAVE A NAMEPLATE. WHERE MORE BENDS ARE NECESSARY IN ANY SINGLE RUN, A PULL BOX SHALL BE INSTALLED. ORDINANCES, AND REGULATIONS. THIS CONTRACTOR SHALL INCLUDE ANY CHANGES REQUIRED (INALL CONDUIT EXCEPT IN CONCRETE SLAB OR EARTH SHALL BE ROUTED PARALLEL OR BY CODES IN THE BID AND IF THESE CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE MANAGER AND LEAVE THIS WORK IN PERFECT ORDER AT COMPLETION. PERPENDICULAR TO THE LINES OF THE BUILDING, AND NO OUT-OF-PLUMB OR DIAGONAL LINES QUALIFIED AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT 15 ISSUED, NO L. ALL FUSES SHALL BE BUSSMANN, SIZES AS NOTED ON DRAWINGS. WILL BE ACCEPTED. ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY TENANT TO THE AK. SHOULD DEFECTS DEVELOP WITHIN GUARANTEE PERIOD, GENERAL CONTRACTOR SHALL, UPON CONTRACTOR. NOTICE OF SAME, REMEDY SUCH DEFECTS AND HAVE DAMAGES TO OTHER WORK OR M. ALL FUSES SHALL HE UL LISTED, CURRENT-LIMITING TYPE, MINIMUM 200,000 AMPS (ELECTRICAL SPECIFICATIONS CONTINUED ON SHEET E5.1) FURNISHINGS CAUSED BY DEFECTS OR NORK OR CORRECTIONS TO SAME REPAIRED AND/OR INTERRUPTING CAPACITY, K. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS NHICH EXCEED CODES, THE REPLACED AT THIS EXPENSE TO CONDITION BEFORE SUCH DEFECTS OR DAMAGE. LANDLORD OR TENANT CRITERIA, THE CONTRACTOR 15 RESPONSIBLE FOR FURNISHING AND N. FUSES 1 AMP AND ABOVE SHALL BE BUSSMANN "LOW PEAK" RK-I. 250 VOLT FUSES SHALL BE INSTALLING THE SYSTEM WITH THE MOST STRINGENT REQUIREMENTS AS DESIGNED AND AL. COMPILE TWO (2) WRITTEN MANUALS OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP USED ON 208/120 VOLT SYSTEMS. DESCRIBED ON THESE DRAWINGS, UNLESS NOTED OTHERWISE. DRAWINGS AND A LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 5-1/2" X 11" HARD HACKED INDEXED BINDER. MATERIAL SHALL BE AS FOLLOWS: 0. CONTROL FUSES FOR MOTOR STARTERS, CONTACTORS, AND CONTROL PANEL TRANSFORMERS L. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING SHALL BE BUSSMANN FNQ-R SIZED AT 500% RATED CURRENT. ALL COMPONENTS THEREOF, SHALL BE NEN, UNDERWRITERS LABORATORIES LISTED AND 1. TITLE PAGE: TITLE OF JOB, LANDLORD, TENANT'S ADDRESS, DATE OF SUBMISSION, LABELED AND SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, CONTRACTOR, AND ENGINEER, P. FURNISH SPARE FUSES TO THE TENANT IN THE FOLLONING QUANTITIES: 10% OF TOTAL PROJECT STATE AND LOCAL CODES, WHICHEVER IS MORE STRINGENT. 2. INDEX QUANTITY (BUT NOT LESS THAN THREE (3) FOR EACH TYPE AND RATING OF FUSES). 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY CONTRACTOR PURCHASE 03/08/19 DOC REL 02- IFP M. ALL PERMITS REQUIRED BY LANS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION ORDER NUMBERS AND SUPPLIERS' NAMES AND ADDRESSES. Q. TYPED LIST OF ALL SPARES SHALL ALSO HE INCLUDED, REV DATE DOC REL##-DESCRIPTION SHALL BE OBTAINED AT PROPER TIME BY AND AT THE EXPENSE OF THE GENERAL 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT, I.E., LIGHTING CONTRACTOR. FIXTURES, PANELBOARDS, ETC. R. PANELBOARDS ARE EXISTING TO BE RELOCATED. EAC 5. SECTION FOR P SYSTEM, INCLUDING: S. INTERIOR LABELING SHALL INCLUDE A CONNECTION DIAGRAM AND LABELS INDICATING PROPER N. ALL ELECTRICAL HORK SHALL BE INSPECTED BY THE GOVERNMENTAL AGENCY HAVING a. BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. TYPES FOR MAIN INPUT CONNECTIONS AND BOTH LINE AND LOAD SIDE JURISDICTION, INCLUDING LOCAL INSPECTION AUTHORITIES. b. LIST OF ITEMS IN SYSTEM REQUIRING PERIODIC SERVICE, REQUIRES SEPARATE SECTION CIRCUIT TORQUE AND BREAKERHIRE CONNECTIONS. PROJECT# 187747 FOR EACH OF: ELECTRICAL DISTRIBUTION SYSTEM FROM THE SERVICE ENTRANCE TO 2 O. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE EACH LIGHTING AND POWER PANEL AND OTHER SYSTEMS (I.E. CONTROL SYSTEMS AND PROJECT MANAGER M. FREDERICK a SPECIFICATIONS THE EXACT EQUIPMENT SHALL BE USED ASA MINIMUM FOR THE BASE BID, ANY OTHER GENERAL CONTRACTOR SYSTEM LISTED IN THESE SPECIFICATIONS.) T. CIRCUIT BREAKERS SHALL BE QUICK MAKE, QUICK BREAK, THERMAL MAGNETIC TRIP 00 MANUFACTURERS CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED (ENCLOSURE COMPENSATED), MOLDED CASE TYPE, UL LISTED. 15 AND 20 AMP SINGLE POLE DESIGNED BY N. INGERSOLL p WILL BE SUBJECT TO APPROVAL IN WRITING, THROUGH SHOP DRAWING SUBMITTAL PROCESS, AM.TENANT SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT BREAKERS SHALL CARRY THE UL "5WD" MARKING. LINE SIDE TERMINALS SHALL BE BOLTED TO ▪ BY TENANT'S CONSTRUCTION MANAGER PRIOR TO ACCEPTANCE. THE USE OF ANY UNAUTHORIZED PROVIDED BY TENANT AND TENANT'S VENDORS. THIS CONTRACTOR SHALL NOT BEAR MAIN BUSBARS, BREAKER RATINGS SHALL BE PER DRAWINGS, DRAWN BY N. INGERSOLL o EQUIPMENT SHALL SE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S ADDITIONAL WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SUCH, NO U. TERMINALS FOR CONNECTION OF THE FEEDER TO THE PANELBOARD MAINS TO MAIN BREAKER rn EXPENSE. ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID.rD SHALL SE UL RECOGNIZED AS SUITABLE FOR THE TYPE OF CONDUCTORS SPECIFIED. QUALCHECK P. HILGER NSHEET TITLE P. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT'S AN. AT THE END OF THE PROJECT THIS CONTRACTOR SHALL CLEAN ALL EQUIPMENT INCLUDING V. NAMEPLATES AS SCHEDULED ON DRAWINGS SHALL INDICATE FUNCTION OF EACH DEVICE. CONSTRUCTION MANAGER FOR APPROVAL, SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN LIGHT FIXTURES, TO THE SATISFACTION OF THE TENANT. ALL DUST, DIRT, DEBRIS, PAINT AND C71 PROJECT TO ALLOW SEVEN (7) WORKING DAYS FOR TENANT'S CONSTRUCTION MANAGER'SNAMEPLATES SHALL BE LAMINATED PHENOLIC NITH A WHITE SURFACE AND BLACK CORE. USE REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT, I/16" THICK MATERIAL FOR PLATES UP TO 2' X 4". FOR LARGER SIZES, USE I/8" THICK ELECTRICAL • MATERIAL BEAR THE STAMP OF THE GENERAL CONTRACTOR AND/OR SUB-CONTRACTOR SHOWING THAT 26 05 19 LOW VOLTAGE ELECTRICAL POWER CONDUCTORS CO THEY HAVE REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE NITH THE W. EACH PANELBOARD SHALL BE INSTALLED WITH TOP CIRCUIT BREAKER AT 6'-0" ABOVE FLOOR, SPECIFICATIONS o CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN, A. CONDUCTORS SHALL BE COPPER. UNLESS NOTED OTHERWISE ON THE DRANINGS, THE MINIMUM FLUSH OR SURFACE MOUNTED. 0.1 • Q. FOR ANY PHASED STORE CONSTRUCTION, THIS CONTRACTOR IS TO INCLUDE IN THIS BID ALL COPPER WIRE SIZES FOR NET AND DRY AREAS AS DEFINED BY THE N.E.C. SHALL BE AS NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING PHASE OF THE FOLLOWS: X. ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL cn W STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR MUST SCHEDULE WITH TENANT'S FUSES IN PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO IT'S CONSTRUCTION MANAGER AND LANDLORD (IN WRITING) ONE WEEK PRIOR TO ANY SHUT DOWN 20 AMP CKT BKR OR FUSE _ II2 ANG, THHN/THWN FINAL DESTINATION, AND ALL COVERS AND PLATES INSTALLED AND FINAL ELECTRICAL Q 30 AMP CKT BKR OR FUSE _ #I0 AWG, THHN/THWN INSPECTION PRIOR TO THE TIME OF FINAL INSPECTION BY TENANT'S CONSTRUCTION MANAGER, O OF THE P.0.5., CASH REGISTERS, ELECTRICAL, TELEPHONE OR FIRE ALARM SYSTEMS. ADVISE 40 AMP CKT BKR OR FUSE = #8 AWG, TRHNITHWN GENERAL CONTRACTOR AND TENANT AT TIME OF BID IF ANY CONFLICTS EXIST. 50 AMP CKT BKR OR FUSE = #8 AWG, THHN/THWN Y. TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. R. GENERAL CONTRACTOR SHALL HE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF 100 AMP CKT BKR OR FUSE _ #3 ANG, THHN/THWN - Q 125 AMP CKT BKR OR FUSE = #I AWG, THHN/THWN ES.1 EXISTING WORK. COORDINATE ANY EXISTING EQUIPMENT TO 8E LEFT INTACT AND ADVISE 200 AMP CKT BKR OR FUSE _ #3!0 AWG THHN/THWN - C TENANT'S CONSTRUCTION MANAGER AT TIME OF BID. SHEET NUMBER Q s 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" imme i 1"=20'-Cr Immommi 1 1"=30'-0" Num i 1".40'-0" ' 1"=50'-0" Imminmor 1"=6U-0" in`-_ 1"=60'-0_ mounimaimiw 1"=10a-0" Emiumilm 1"=200'-0" ' , 1"=400'-0" 1"=500'-0" imm=inemm 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1%"=1'-0" gummus i 1"=1'-0" rromm• 34'1'-0" mommus.-.__.-__ ii"'V-0" imin 3/6"=1,-0,. IN %"=1'-0" immi mn 18"=1•-0' iS"=1'-0" Ammemm 3/i2'=1'-0" armee 46.-1'-0" rrrrr r_...., 26 09 23 LIGHTING CONTROLS HORIZONTAL. INSTALL AND SUPPORT AS SHOWN ON DRAWINGS. C. GENERAL SYSTEM DESCRIPTION: ALTAR3a _ A. WHERE LIGHTING CONTACTORS (OR LIGHTING CONTROL RELAY PANELS) ARE INDICATED ON THE 27 00 00 GENERAL REQUIREMENTS THE SUPERVISED, CODED, CLOSED-CIRCUIT TYPE SYSTEM SHALL BE SO ARRANGED THAT • DRAWINGS, THEY WILL BE FURNISHED BY THE OWNER AND INSTALLED BY THE GENERAL PULLING A MANUAL PULL STATION OR OPERATION OF ONE OF THE AUTOMATIC DETECTING STATE CONTRACTOR COMPLETE WITH CONDUIT. THE GENERAL CONTRACTOR HILL BE RESPONSIBLE TO A. PROVIDE ALL MATERIALS, LABOR, TOOLS, TRANSPORTATION INCIDENTALS AND APPURTENANCES DEVICES HILL REGISTER AN ALARM AT THE FIRE ALARM CONTROL PANEL. THIS HILL CAUSE INSTALL THE EQUIPMENT AND PULL ALL WIRES AS DETAILED ON THESE DRAWINGS AND TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL WORK CALLED FOR HEREIN. IMMEDIATE AND CONTINUOUS OPERATION OF ALL THE BUILDING ALARM SIGNALS TO SOUND THE CIRCUITED EXACTLY AS DIAGRAMMED ON THE ELECTRICAL DETAIL DRAHINGS. NO VARIATIONS GENERAL ALARM SIGNAL, UNTIL THE ALARM HAS BEEN ACKNOWLEDGED AT THE CONTROL TO THE CIRCUITING ARE ALLOWED. B. ALL NEN MATERIAL AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING PANEL. STANDARDS: D. BASIC PERFORMANCE: 26 22 00 LOW VOLTAGE TRANSFORMERS 1. TELECOMMUNICATIONS INDUSTRY ASSOC./ELECTRONIC INDUSTRIES ALLIANCE (TIA/EIA): a. TIA/EIA 568A.1, 2, AND 3 TELECOMMUNICATION CABLING STANDARD. I. ALARM, TROUBLE AND SUPERVISORY SIGNALS FROM ALL REPORTING DEVICES SHALL BE A. TRANSFORMER IS EXISTING TO BE REMAIN. b. TIA/EIA 569 TELECOMMUNICATION PATHWAYS AND SPACES. ENCODED ONTO AN NFPA STYLE 4 (CLASS 5) SIGNALING LINE CIRCUIT. B. THE CORE OF TI IE TRAM STORM K 7J I//„d IDE-'a`ICIBLX :,ROUNDED TO THE ENCLOSURE BY MEANS c. TIA/EI A 606 ADMINISTRATION OF INFRASTRUCTURE 2. INITIATION DEVICE CIRCUITS SHALL BE HIRED CLASS B (NFPA STYLE B). Or A FLEXIBLE GROUNDING 6011131XT9F; will® IN N�!<C11DAIICE EIITII ACPLICA3tE NEMA, IEEE, d. TIA/EIA 607 GROUNDING AND BONDING 3. INDICATING APPLIANCE CIRCUITS SHALL BE WIRED STYLE Y (CLASS B). AND ANSI STANDARDG. e. COMPLY WITH TIA/EIA 555, 56°1, AND BIC STANDARDS. f. COMPLY WITH NFPA 70. E. SUBMIT COORDINATED SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. C. THE EQUIPMENT CHALL 4-IAVr ADZQUATC QUANTITY or LUOC. TO TES.1tIATL THE QUANTITY AND F. ALL REFERENCES TO MANUFACTURER'S MODEL NUMBERS AND OTHER PERTINENT INFORMATION a 'I1 011 THE 0114.1411111- - - - - _ C. FURNISH NEN AND UN-DETERIORATED MATERIALS OF A QUALITY NOT LESS THAN WHAT IS CONDUCTORS TO BE USED AC SHOWN 011 TI IE URAHII AILD/OR AS S;EdIrIED ELD JIIITE III SPECIFIED. ALL NEW MATERIAL SHALL HAVE MANUFACTURER'S NAME, MODEL NUMBER, OR HEREIN 15 INTENDED TO ESTABLISH MINIMUM STANDARDS OF PERFORMANCE, FUNCTION AND WASHINGTON SQUARE THESE SPECIFICATIONS. 4"l'=s�� CJ I/-\LL CE RATED FOR 75 DECr1CYC C. OTHER IDENTIFICATION MARKING. QUALITY. D. TRANSFORMERS WI-11311 /AV 113' -N/3 t1o'MIIT.ED 131-I/L L 5E-SEC--- ELY 11CUiI1'tD mom TI IC D. THE CONTRACTOR SHALL BEAR ALL COSTS OF PERMITS, INSPECTIONS TESTS, AND/OR G. THE SYSTEM MUST HAVE PROPER LISTING AND/OR APPROVAL FROM THE FOLLOWING 9585 SW WASHINGTON SQUARE RD S NCI A RECOGNIZED AGENCIES:- - .� - - , =- 0 .d�.LL�, OR AC 111107E13 • 0-' ..- . - .. - .- APPROVALS. NATIONALLYSPACE NO. T-13 VIBRATION ISOLATORS AT F'Cltl r'G Cr M9t14d-TI116, TO 1✓'T Vii►17b\TI:lI IbCYCr6®. Mir f III(13kE 1, UL, UNDERWRITERS LABORATORIES, INC. METALLIC Co .o- -o- c a- II Ki ^0R r RIMAfiY AiOID CECO1eRY C1tIII1IDOTICN^ TO E. THE CONTRACTOR SHALL PROVIDE ON-SITE PERSONNEL TO TROUBLESHOOT AND REPAIR ANY TIGARD, OREGON 97223 PROBLEMS THAT ARISE DURING CUTOVER AS THEY RELATE TO THEIR INSTALLED SYSTEM. 2. NFPA 70, NATIONAL ELECTRICAL CODE (NEC). - - - e, , ' TED Al l o . . 3. NFPA 72, NATIONAL FIRE ALARM CODE. A-Mc.1111 AC TO KCCEQUI LZ\` T _ ---o- .& dA1C1 IIT NOISE LEVELS AND F. AFTER COMPLETION, A WARRANTY SHALL BE FURNISHED FOR ALL COMPONENTS, PARTS, AND MAINTA.II1 ALL UJaE REQUIRED CLEARANCES. ASSEMBLI AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP, WARRANTY SERVICES SHALL H. i108u AR LABELING. THE FIRE ALAR? CONTROL PANEL SI-TALL MEET Ti IE MODULAR LIC.TING E. THIS CONTRACTOR 15 TQ BALANCE THE VOLTAGE LEAVING THE STEP-DOWN TRANSFORMER TO BE PROVIDED BY A CERTIFIED, FACTORY TRAINED REPRESENTATIVE OF THE EQUIPMENT REQ;JIRrl/EIITO Or UNDE1:11WTEf� LADOR TOR1//e, INC, TO FACILITATE SYC,TEM IIANG D MANUFACTURER FOR A MINIMUM OF ONE YEAR OR AS SPECIFIED IN EACH INDIVIDUAL SECTION. EXPAN2101I1, AND TO ENURE TI IAT ALL s /tMW_I O I VY'E , I I_ F'ROF'CR &ISTI11C, LCACH PROVIDE A SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS MAXIMUM BY ADJUSTING THE SUBAS..EMBLY 07 T1-IZ 1''AY SHALL CARYl-IL .\PPROPRIATl UL MO11ILAR LABEL. TI IIS TRANSFORMER TAPS ONCE ALL THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LON 11"LJ0E0 ALL PRINTED 51 t1�UIT D►��P_ .",- `SLI I'OI IER SUrI'LIES, AND ENCLOSURE VOLTAGE PANELBOARD. PROVIDE FINAL BALANCE REPORT TO CHICO'S CONSTRUCTION MANAGER 27 0510 TELEPHONE AND DATA CONDUIT SYSTEM +NCLUDrARTC, AT TIME OF PUNCH-OUT, A. FURNISH AND INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL HIRES, AND TERMINAL BOARDS AS SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. I. ALL EQUIPMENT COMPONENTS SHALL BE NEN, AND THE MANUFACTURER'S CURRENT MODEL. THE 26 27 26 WIRING DEVICES TELEPHONE SWITCHING APPARATUS, CONDUCTORS, INSTRUMENTS MISCELLANEOUS EQUIPMENT MATERIALS, APPLIANCES, EQUIPMENT AND DEVICES SHALL BE TESTED AND LISTED BY A Go H A FA R I AND APPURTENANCES ARE NOT PART OF THIS CONTRACT AND WILL BE PROVIDED AND NATIONALLY RECOGNIZED APPROVALS AGENCY FOR USE AS PART OF A PROTECTED PREMISES A, INSTALL ALL HIRING DEVICES, INCLUDING SNITCHES, RECEPTACLES AND PONER RECEPTACLES, INSTALLED BY OTHERS. PROTECTIVE SIGNALING (FIRE ALARM) SYSTEM. THE AUTHORIZED REPRESENTATIVE OF THE TELEPHONE OUTLET BOXES, COVER PLATES AND BLANK OUTLET PLATES AS SHONN OR MANUFACTURER SHALL BE RESPONSIBLE FOR THE SATISFACTORY INSTALLATION OF THE DESCRIBED ON DRAWINGS. B. CONDUITS FOR TELEPHONE WALL OUTLETS AND DATA HIRING SHALL BE A MINIMUM OF 1" COMPLETE SYSTEM. 89 MONROE CENTER UNLESS NOTED OTHERN ISE. SUITE 400 B. UNLESS OTHERWISE NOTED ON DRAWINGS OR OTHERWISE REQUIRED BY THE NATIONAL J. ALL EQUIPMENT AND COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ELECTRICAL CODE, ACCESSIBILITY CODES OR LOCAL CODES, OUTLET HEIGHTS SHALL BE AS C. FURNISH AND INSTALL A 3/4" THICK FIRE-TREATED, PLYWOOD TELECOM BACKBOARD AT MANUFACTURER'S RECOMMENDATIONS. CONSULT THE MANUFACTURER'S INSTALLATION MANUALS GRAND RAPIDS, MI 49503 USA FOLLOWS: LOCATION SHOWN ON THE DRAWINGS PAINT WITH FIRE RETARDANT "P-15" OR AS DIRECTED BY FOR ALL HIRING DIAGRAMS, SCHEMATICS, PHYSICAL EQUIPMENT SIZES, ETC., BEFORE TEL +1.616.771.0909 BEGINNING SYSTEM INSTALLATION. I. SWITCH HEIGHT 48" FROM FINISHED FLOOR TO CENTERLINE OF OUTLET. TENANT'S CONSTRUCTION MANAGER. THE PLYWOOD BACKBOARD SHALL BE SECURELY ATTACHED www.ghafari.com 2. CONVENIENCE OUTLETS: TO THE BUILDING HALLS TO SUPPORT RELAY PANELS, TERMINAL BLOCKS AND OTHER K. ALL EQUIPMENT SHALL BE ATTACHED TO HALLS AND CEILING/FLOOR ASSEMBLIES AND SHALL HARDWARE WEIGH-ZING APPROXIMATELY 10 POUNDS PER SQUARE FOOT. BE HELD FIRMLY IN PLACE. a. SALES: IS" FROM FINISHED FLOOR TO BOTTOM OF OUTLET. b. NON-SALES: 16" FROM FINISHED FLOOR TO BOTTOM OF OUTLET D. ALL CONDUIT RUNS FOR DATA AND TELEPHONE SHALL BE CONTINUOUS WITH NO JUNCTION L. ALL HIRING SHALL BE INSTALLED IN CONDUIT OR RACEWAY. CONDUIT FILL SHALL NOT EXCEED 3. TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. BOXES EXCEPT AS NOTED ON DRAWINGS. THIS INCLUDES BUT IS NOT LIMITED TO RUNS 40 PERCENT OF INTERIOR CROSS-SECTIONAL AREA WHERE THREE OR MORE CABLES ARE C. DUPLEX RECEPTACLES SHALL BE A MINIMUM OF 20 AMPERE RATING. BETWEEN TELEPHONE BOARD, MANAGER'S OFFICE, SOUND SYSTEM, CASHNRAPS AND TELEPHONE CONTAINED WITHIN A SINGLE CONDUIT. SETS. - D. COLOR OF DEVICES AND PLATES SHALL BE NHITE UNLESS NOTED OTHERWISE. THE DEVICES E. INSTALL PULL STRING IN EMPTY CONDUITS, ALL CONDUITS SHALL BE LABELED FOR PURPOSE M. CABLE MUST BE SEPARATED FROM ANY OPEN CONDUCTORS OF POWER OR CLASS 1 CIRCUITS, SHALL BE OF THE TYPES AND RATINGS LISTED, OR EQUALS BY ARROW-HART GENERAL AND SHALL NOT BE PLACED IN ANY CONDUIT, JUNCTION BOX, OR RACEWAY CONTAINING THESE r DESIGNATED. CONDUCTORS. ELECTRIC OR PASS AND SEYMOUR. WEATHERPROOF GEC! RECEPTACLES SHALL BE INSTALLED - WHERE SHOWN ON DRAWINGS OR AS REQUIRED BY CODE. DEVICES SHALL BE OF THE FOLLOWING F. FURNISH AND INSTALL GROUND ROD AND #6 GROUND HIRE FROM TELECOM BACKBOARD TO N. WIRING IN CONDUIT SHALL BE IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES (E.G., SPECIFICATIONS, UNLESS OTHERWISE INDICATED SPECIFICALLY ON PLANS. SERVICE ENTRANCE GROUND AND GROUND ROD PER TELEPHONE COMPANY'S REQUIREMENTS. NEC ARTICLE 760) AND AS RECOMMENDED BY THE MANUFACTURER OF THE FIRE ALARM SINGLE POLE SNITCHES: 20AMP - 120-277V' HUBBELL "WBL" LI221PSYSTEM. NUMBER AND SIZE OF CONDUCTORS SHALL BE AS RECOMMENDED BY THE FIRE ALARM DOUBLE POLE SNITCHES: 20AMP - 120-277V: HUBBELL "WBL122G. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. SYSTEM MANUFACTURER, BUT NOT LESS THAN #18 ANG (1.02 MM) FOR INITIATING DEVICE DUPLEX RECEPTACLES: 20AMP - 126V: HUBBELL "H13E5362" 27 0515 INTERIOR COMMUNICATIONS PATHWAYS CIRCUITS AND SIGNALING LINE CIRCUITS AND #12 ANG (1.63 MM) FOR INDICATING APPLIANCE ISOLATED GROUND RECEPTACLES: 20AMP - 125V: HUBBELL "IG5362„ CIRCUITS. GFCI RECEPTACLES: 20AMP - 125V: HUBBELL "GF5362A" 0. ALL HIRE AND CABLE SHALL BE LISTED AND/OR APPROVED BY A RECOGNIZED TESTING AGENCY FLOOR BOXES: HUBBELL "8-2527/25 INITH S-3525 BRASS COVER" A. INTERIOR COMMUNICATIONS PATHWAYS SHALL BE INSTALLED BY THE GENERAL CONTRACTORREGISTRATION SEAL FOR USE HITH A PROTECTIVE SIGNALING SYSTEM. AND BY THE TELECOMMUNICATIONS CONTRACTOR AS SPECIFIED HEREIN. E. ALL DEVICE COVER PLATES SHALL BE PASS AND SEYMOUR SERIES "RP" OR EQUAL BY EAGLE B. CONDUITS SHALL BE INSTALLED, AS DETAILED IN DRAWINGS, THESE CONDUITS SHALL BE P. STROBE LIGHTS: ELECTRIC MFG. CO. INSTALLED BY THE GENERAL CONTRACTOR. 1. SHALL OPERATE ON 24 VDC, NOMINAL. OTHER EQUIVALENT DEVICES WITH MATCHING COVER PLATES MAY BE FURNISHED AS APPROVED 2. SHALL MEET THE REQUIREMENTS OF THE ADA AS DEFINED IN UL STANDARD 16171, AND ,-LECTRtCq� BY TENANT. 2711 00 HORIZONTAL CABLING AND CONNECTIVITY SHALL MEET THE FOLLOWING CRITERIA: PROFFs F. WIRING DEVICES, UNLESS OTHERWISE PROPERLY AUTHORIZED, SHALL BE SAME MANUFACTURERS A. PROVIDE A 10/100/1000 MSPS FULL-DUPLEX TRANSMISSION ETHERNET NETWORK OVER 4-PAIR, a, UNLESS OTHERHISE SPECIFIED ON THE DRAWINGS, THE INTENSITY SHALL BE A MINIMUM co4 S/04. ONLY; NO ADDITIONAL MANUFACTURERS SHALL BE PERMITTED UNLESS SPECIFICALLY CATEGORY SE UTP HORIZONTAL CABLING. THE SYSTEM SHALL BE A CERTIFIED SOLUTION BY OF 75 CANDELA,Y w�5 4 GINE lr AUTHORIZED BTENANT OR TENANT'S REPRESENTATIVE. THE CONNECTIVITY MANUFACTURER. THE HORIZONTAL INFRASTRUCTURE SHALL SUPPORT BOTH b. ALL STROBES IN ANY GIVEN AREA SHALL BE SYNCHRONIZED WITH OTHER STROBES IN t 203PE VOICE AND DATA APPLICATIONS. THAT AREAjf G. LOW VOLTAGE CONTROL DEVICES SHALL BE AS NOTED ON DRAWINGS OR AS REQUIRED. c, THE APPLIANCE SHALL BE PLACED 80 IN. ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE % frll f B. THIS SECTION INCLUDES WIRE, CABLE, CONNECTING DEVICES, INSTALLATION, AND TESTING FOR SPACE, OR 6 IN. BELCH THE CEILING, WHICHEVER IS LONER. ! I 26 2913 MOTOR CONTROLLERS WIRING SYSTEMS TO BE USED AS SIGNAL PATHWAYS FOR VOICE, VIDEO, AND DATA d. THE APPLIANCE SHALL BE A WHITE HOUSING WITH THE WORD "FIRE" IN RED UNLESS V OREGON TRANSMISSION. THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: PROHIBITED BY LOCAL CODES OR MALL STANDARDS, / tke P� • A. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL MOTOR CONTROLS, INCLUDING I. MOUNTING ELEMENTS 14+� STARTERS, SAFETY DEVICES AND REMOTE CONTROL STATIONS, UNLESS FURNISHED BY 2. UNSHIELDED TWISTED-PAIR CABLE. S. AUDIBLE/VISUAL COMBINATION DEVICE: 1%**74'1i}A.ftA1\-G -f 241 EQUIPMENT MANUFACTURER IN PRE-WIRED ASSEMBLIES, 3. PATCH, STATION, AND CROSS CONNECT CORDS 4. JACKS AND FACEPLATES 1. SHALL MEET THE APPLICABLE REQUIREMENTS OF SECTION 28 31 11-R LISTED ABOVE FOR B. FURNISH AND INSTALL MANUAL MOTOR STARTERS WITH OVERLOAD RELAYS IN EACH LINE 5, TERMINATION AND PATCH PANELS VISIBILITY. EXp;ratIonDate CONDUCTOR FOR ALL FRACTIONAL HORSEPOWER MOTORS NOT EQUIPPED WITH BUILT-IN RUNNING 2. AUDIBLE SIGNAL SHALL BE 15DB ABOVE AMBIENT SOUND LEVEL. OVERGURRENT PROTECTION NOT REQUIRING AUTOMATIC CONTROLLERS. C. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE 3. THE APPLIANCE SHALL BE A WHITE HOUSING WITH THE HORD "FIRE" IN RED UNLESS OF THE FOLLOWING: PROHIBITED BY LOCAL CODES OR MALL STANDARDS. G. MANUAL MOTOR STARTERS SHALL INCLUDE OVERLOAD RELAYS IN ALL LINE POLES SIZED TO 4. DEVICES SHALL BE HALL OR CEILING MOUNTED AS INDICATED ON THE PLANS. TRIP SWITCH AT 125% OF MOTOR FULL LOAD RUNNING CURRENT, NEON PILOT LIGHTS, AND NEMA I. COPPER CABLES (UTP)= ENCLOSURES, AS MANUFACTURED BY GENERAL ELECTRIC, ALLEN BRADLEY, CUTLER HAMMER, a. BERK-TEK, INC. T. MANUAL STATIONS: SIEMENS, OR SQUARE-D. b. BELDEN c. MOHAWK 1. ADDRESSABLE MANUAL STATIONS SHALL BE PROVIDED TO CONNECT TO THE FIRE ALARM D. FURNISH AND INSTALL AUTOMATIC MOTOR STARTERS FOR ONE (1) HP OR LARGER SINGLE d. GENERAL CONTROL PANEL SIGNALING LINE CIRCUIT (SLC) LOOPS. PHASE AND THREE PHASE MOTORS OR MOTORIZED EQUIPMENT FURNISHED WITHOUT STARTERS, e. UNIPRISE 2. THE MANUAL STATIONS SHALL USE A KEY OPERATED TEST-RESET LOCK, AND SHALL SE REQUIRING AUTOMATIC STARTERS FOR CONTROL REGARDLESS OF HORSEPOWER RATING. ALL 2. MODULAR JACKS t FACEPLATES: DESIGNED SO THAT AFTER ACTUAL EMERGENCY OPERATION, THEY CANNOT BE RESTORED a. LEVI TON TO NORMAL USE EXCEPT BY THE USE OF A KEY. THREE PHASE STARTERS SHALL HAVE ANTI-SINGLE PHASING, UNDERVOLTAGE PROTECTION, AND b, HUBBELL 3. ALL OPERATED STATIONS SHALL HAVE A POSITIVE, VISUAL INDICATION OF OPERATION THAT PHASE REVERSAL PROTECTION RELAYS EITHER INCLUDED IN STARTERS OR HIRED TO STARTER c. ORTRONICS CANNOT BE RESET WITHOUT THE USE OF A KEY, CONTROL CIRCUIT, d. PANDUIT 4, MANUAL STATIONS SHALL BE SUITABLE FOR SEM IFLUSH MOUNTING AS 5I-IOWN ON THE , E. PROTECTIVE RELAYS SHALL HAVE ADJUSTABLE TIME DELAY RELAY IN CIRCUIT TO AVOID e, UNIPRISE PLANS, AND SHALL BE INSTALLED NOT LESS THAN 42 INCHES, AND NOT MORE THAN 46 INCHES ABOVE THE FINISHED FLOOR. NUISANCE SHUT DOWNS. TIME MARK OR SIMILAR EQUIPMENT IS ACCEPTABLE, IF PROTECTION IS D. HORIZONTAL CABLES FOR VOICE/DATA/VIDEO INFRASTRUCTURE: NOT PART OF STARTER. DO NOT RELY ON PROPERLY SIZED FUSES AND MOTOR STARTER U. PHOTOELECTRIC DETECTORS: OVERLOAD HEATERS ALONE TO AVOID SINGLE PHASING BURNOUTS. 1. LISTED AS COMPLYING WITH CATEGORY SE OF TIA/EIA-568-A. 2. CONDUCTORS: SOLID COPPER. 1. THE PHOTEOELECTRIC TYPE DETECTOR SHALL BE A PLUG-IN UNIT WHICH MOUNTS TO A F. FURNISH AND INSTALL CONTACTORS, CONTROL RELAYS, PUSHBUTTON STATIONS, SELECTOR 3. UTP CABLE: COMPLY WITH TIA/EIA-565-A. FOUR THERMOPLASTIC-INSULATED, INDIVIDUALLY TH1ST-LOCK BASE, AND SHALL BE UL LISTED. SWITCHES, PILOT LIGHTS, FUSES AND SIMILAR CONTROL AUXILIARIES AS SHONN ON DRAWINGS TWISTED PAIR OF CONDUCTORS; NO. 2 ANG, COLOR-CODED; ENCLOSE IN A JACKET. 2. THE DETECTORS SHALL BE OF THE SOLID STATE PHOTOELECTRIC TYPE AND SHALL AND/OR REQUIRED TO PROVIDE PROPER CONTROL AND ISOLATION BETWEEN VARIOUS 4. CABLE RATING: PLENUM - LISTED FOR USE IN AIR-HANDLING SPACES, CONTAIN NO RADIOACTIVE MATERIAL. THEY HILL USE A PULSED INFRARED LED LIGHT AUTOMATIC CONTROLLERS AND EQUIPMENT SHOWN ON THE DRAWINGS. 5. NON-PLENUM IN ALL OTHER AREAS. SOURCE AND BE SEALED AGAINST REAR AIR FLOW ENTRY. 6. COLOR CODING: BLUE FOR DATA, YELLOH FOR VOICE AND WHITE FOR VIDEO 3. THE DETECTOR SHALL FIT INTO A BASE THAT IS COMMON HITH BOTH THE HEAT DETECTOR G. ALL CIRCUIT BREAKERS FEEDING MOTOR LOADS SHALL BE WACR TYPE. AND IONIZATION TYPE DETECTOR AND SHALL BE COMPATIBLE HITH OTHER ADDRESSABLE E. WORKSTATION OUTLETS: SINGLE JACK CONNECTOR ASSEMBLIES MOUNTED IN FACEPLATE. DETECTORS, ADDRESSABLE MANUAL STATIONS, AND ADDRESSABLE ZONE ADAPTOR H. EQUIPMENT SHALL BE SAME MAKE AS MOTOR STARTERS. PUSHBUTTON STATIONS, SELECTOR MODULES ON THE SAME CIRCUIT. THE DETECTOR SHALL ALSO FIT INTO A SWITCHES, PILOT LIGHTS: HEAVY DUTY, OIL TIGHT, STANDARD SIZE, WITH TRANSFORMER TYPE 1. FACEPLATE: HIGH IMPACT PLASTIC; COLOR TO BE WHITE. NON-ADDRESSABLE BASE THAT IS CAPABLE OF BEING MONITORED BY AN ADDRESSABLE PILOT LIGHTS, FLUSH MOUNTED WHERE PRACTICAL. 2. MOUNTING: FLUSH, UNLESS OTHERWISE INDICATED. ZONE ADAPTOR MODULE. 3. LABELING: SHALL HAVE INTEGRAL LABEL WITH LABEL COVER. 4. THE SENSOR AND BASE SHALL BE BY APPROVED MANUFACTURERS LISTED IN 28 31 11 -B 1. ALL OVERLOAD DEVICES, INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS, SHALL 4. JACK SPACES: AS INDICATED ON THE DRAWINGS HITH ANY NECESSARY BLANKS. BE SET AND ADJUSTED TO SUIT THE LOAD CONDITIONS. BLANKS SHALL MATCH FACEPLATE COVER. V. DUCT SMOKE DETECTORS: 26 51 00 INTERIOR LIGHTING F. HIRING METHOD: INSTALL HORIZONTAL CABLING IN RACEWAY WITHIN RACKS AND ENCLOSURES, I. DUCT SMOKE DETECTORS SHALL BE OF THE SOLID STATE PHOTOELECTRIC TYPE AND SHALL AND EXCEPT IN ACCESSIBLE CEILING SPACES AND IN GYPSUM BOARD PARTITIONS HHERE CABLE OPERATE ON THE LIGHT SCATTERING PHOTODIODE PRINCIPLE. THE DETECTORS SHALL BE A. INSTALL LIGHTING FIXTURES AS SHOWN ON THE DRAWINGS. HIRING METHOD MAY BE USED. CONCEAL RACEWAY AND CABLING EXCEPT IN UNFINISHED DESIGNED TO IGNORE INVISIBLE AIRBORNE PARTICLES OR SMOKE DENSITIES THAT ARE 03/08/19 DOC REL 02- IFP SPACES. IN ACCESSIBLE CEILINGS, USE APPROPRIATELY SIZED J-HOOKS TO SUPPORT THE BELOW THE FACTORY SET ALARM POINT. NO RADIOACTIVE MATERIALS SHALL BE USED. REV DATE DOC REL##-DESCRIPTION B. ALL FIXTURES TO BE LISTED AND LABELED BY UNDERWRITERS LABORATORIES AND ALL CABLING EVERY FOUR FEET (MAXIMUM). BALLASTS TO BE CBM CERTIFIED BY £TL. H. DUCT DETECTOR REMOTE TEST AND ALARM STATION: G. INSTALL CABLE USING TECHNIQUES, PRACTICES, AND METHODS THAT ARE CONSISTENT WITH C. LAMPS SHALL BE MANUFACTURED BY PHILIPS, OSRAM/SYLVANIA OR GENERAL ELECTRIC, ALL CATEGORY 5E RATING OF COMPONENTS AND THAT INSURE CATEGORY 5E PERFORMANCE OF 1, DEVICE SHALL HAVE A KEY OPERATED TEST/RESET OPERATION. LAMP TYPES SHALL BE BY THE SAME MANUFACTURER. COMPLETED AND LINKED SIGNAL PATHS, END TO END. 2. DEVICE SHALL HAVE A PIEZO STYLE ANNUNCIATOR WITH A DBA RATING OF 65 AT A DISTANCE OF 101-0" PROJECT# 187747 2 D. FIXTURES ARE TO BE PROVIDED COMPLETE WITH BALLASTS, SOCKET, LAMPS, END AND TRIP H. DO NOT BEND GABLE IN HANDLING OR IN INSTALLING TO SMALLER RADII THAN MINIMUMS 3. SHALL HAVE A LED STROBE (ADD-ON IF REQUIRED). PROJECT MANAGER M. FREDERICK 0- PLATES AND ALL MOUNTING ACCESSORIES REQUIRED FOR A COMPLETE FIXTURE INSTALLATION. RECOMMENDED BY MANUFACTURER. od X. AT THE FINAL INSPECTION, A FACTORY TRAINED REPRESENTATIVE OF THE MANUFACTURER OF DESIGNED BY N. INGERSOLL E. INCANDESCENT AND HIGH INTENSITY DISCHARGE RECESSED LIGHTING FIXTURES TO BE 1. HORIZONTAL CABLES: LABEL CABLES AT THE WORK AREA END AND AT THE CLOSET END WITH THE MAJOR EQUIPMENT SHALL DEMONSTRATE THAT THE SYSTEM FUNCTIONS PROPERLY IN o FURNISHED HITH THERMAL CUT OUTS AS REQUIRED BY THE NEC. THE PATCH PANEL PORT NUMBER. LABEL EACH CABLE WITHIN 3 INCHES OF EACH TERMINATION, EVERY RESPECT. DRAWN BY N. INGERSOLL o HHERE IT IS ACCESSIBLE IN A CABINET OR JUNCTION OR OUTLET BOX, AND ELSEWHERE AS • F. USE RAPID-START HIGH-POWER-FACTOR ELECTRONIC BALLASTS AND TS LAMPS, UNLESS NOTED INDICATED. Y. THE CONTRACTOR AND/OR THE SYSTEMS MANUFACTURER'S REPRESENTATIVES SHALL PROVIDE QUALCHECK P. HILGER G OTHERWISE. FURNISH SPECIAL LON TEMPERATURE BALLASTS FOR EXTERIOR MOUNTED A TYPEWRITTEN "SEQUENCE OF OPERATION" TO THE TENANT. G FIXTURES. J. WORKSTATION: LABEL CABLES WITHIN OUTLET BOXES AND NEATLY TYPED ON THE INTEGRAL SHEET TITLE LABEL IN THE FACEPLATE WITH THE PATCH PANEL PORT NUMBER. Z. BEFORE FINAL APPROVAL OF THE FIRE ALARM SYSTEM 15 REQUESTED, PROVIDE THE N G. UNLESS OTHERWISE NOTED, ALL LENSES ON FLUORESCENT FIXTURES ARE TO BE ACRYLIC AND ARCHITECT, IN WRITING, A STATEMENT THAT ALL REQUIREMENTS OF THE CITY BUILDING A MINIMUM OF 0.125 IN. THICK. K. HARRANTY PERIOD FOR COMMUNICATIONS CONNECTIVITY (INCLUDING ALL COPPER): INSPECTION AND FIRE DEPARTMENTS HAVE BEEN MET IN THE INSTALLATION OF THE FIRE ELECTRICAL MANUFACTURER'S STANDARD, BUT NOT LESS THAN 25 YEARS FROM DATE OF CONTRACT ALARM SYSTEM. H. ALL RECESSED HID FIXTURES SHALL CARRY A ULR LISTING. THEY SHALL HAVE A THERMAL CUT COMPLETION. c0 OUT ON BOTH THE BALLAST AND THE FIXTURE ITSELF. AA. SUBMIT TO THE TENANT, UPON COMPLETION OF THE SYSTEM INSTALLATION, A CONTRACTOR'S SPECIFICATIONS 28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEM FIRE ALARM SYSTEM CERTIFICATION AND DESCRIPTION FORM AS OUTLINED BY NFPA 72, AND N I, USE STEEL WIRE HANGERS FASTENED TO THE BUILDING STRUCTURE TO SUPPORT RECESSED AN APPROVED INSPECTION FORM FOR THE FIRE ALARM PORTION OF THE SYSTEM. 0 FIXTURES AT EACH CORNER. (FOUR CORNER SUSPENDED).. FIXTURES TO FIT TIGHT AGAINST A. A NEW MICROPROCESSOR CONTROLLED FIRE DETECTION SYSTEM SHALL BE INSTALLED IN END OF ELECTRICAL SPECIFICATION) W CONSTRUCTION TO ELIMINATE LIGHT LEAKS. ACCORDANCE HITH THE SPECIFICATIONS AND DRAWINGS, AND AS REQUIRED BY THE LOCAL AUTHORITY, Q J. WALL-MOUNTED FIXTURES SHALL BE MOUNTED PLUMB HITH BUILDING LINES AND INSTALLED O HITH PROPER BOX AND COVER HARDWARE. B. ACCEPTABLE MANUFACTURERS: co () K. SURFACE-MOUNTED FIXTURES SHALL COVER MOUNTING HARDWARE. USE A CANOPY THAT IS NO AVAILABLE MANUFACTURERS SUBJECT TO COMPLIANCE HITH REQUIREMENTS. MANUFACTURERS .. Q LONGER THAN THE LENGTH AND WIDTH OF THE FIXTURE AND AT A HEIGHT THAT IS NO HIGHER OFFERING FIRE ALARM SYSTEM THAT MAY BE INCORPORATED INTO THE WORK MUST BE ES.2 FE THAN REQUIRED TO MOUNT FIXTURE ABSOLUTELY VERTICAL. CANOPY FINISH SHALL MATCH COMPATIBLE WITH LANDLORD SYSTEM. LqFIXTURE FINISH. < SHEET NUMBER = L. STEM-MOUNTED FIXTURES SHALL BE MOUNTED SO AS TO BE ABSOLUTELY VERTICAL AND 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" urn" , 1"=20'-0" im i Imil , 1"=30'-0" ansi , 1"=40'-0" , 1"=50'-0" minummi 1"-60'-0"immi 1"=80'-0" A r , 1"=100'-0" a , 1"=200'-0" Ammimi 1"=400'-0" , 1"=500'-0"' V=1000'-0" ame� �� 0 1' 2' 0 1 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' /1 Mme- MI i 3/4"'1.-0. i iiI_=IMME N I 4. I��_._ -MMI!. 3Ae" �,'.-1'-0" .a2" ��- =1-0" 11.__ O 1'"=1'-0" � i"=1'-0" �. �._1�-0. a _1.-0. �"=i._0, a •=p-0. s =1,-0. �,_, SEISMIC BRACING REQUIREMENTS: THIS DRAWING IS FOR REFERENCE ONLY. A LTA R ' CI CONTRACTOR SMALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND TENANTS GENERAL CONTRACTOR AND/OR HIS/HER SPRINKLER SUBCONTRACTOR TO FIRE SPRINKLER DESIGN CRITERIA EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (51-IL) "B" OF THE HIRE A LOCAL SPRINKLER/FIRE PROTECTION ENGINEER (UNLESS SUCH WORK IS OFFICES, RESTROOMS RETAIL SALES AREA SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 10198, PUBLISHED COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR THE SPRINKLER STATE BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC, SUBCONTRACTOR, IF ALLOWED BY LAW/CODE) TO ENGINEER A SPRINKLER SYSTEM CLASSIFICATION: LIGHT HAZARD CLASSIFICATION: ORDINARY HAZARD GROUP II (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) WHICH THIS SAME CONTRACTOR IS TO FURNISH AND INSTALL NEW CR MODIFY MIN. APPLICATION DENSITY: 0.10 GPM/5Q. FT. MIN. APPLICATION DENSITY: 0.20 GPM/SQ. FT. EXISTING AS REQUIRED, MEETING ALL LOCAL CODES AND FIRE MARSHALL REQUIREMENTS. MIN. AREA OF CALCULATION: 1,500 SQ. FT. MIN. AREA OF CALCULATION: 1,500 SQ. FT. MIN. SPRINKLER COVERAGE: 36 SQ. FT. MIN. SPRINKLER COVERAGE: 36 SQ. FT. MAX. COVERAGE PER SPRINKLER: 225 SQ. FT. MAX. COVERAGE PER SPRINKLER: 130 SQ. FT. SPRINKLER HEAD LEGEND HOSE STREAM ALLOWANCE: 100 GPM HOSE STREAM ALLOWANCE: 250 GPM 0 CONCEALED PENDENT SPRINKLER HEAD NOTE: DESIGN CRITERIA NOTED ABOVE IS BASED ON THE REQUIREMENTS OF NFPA 13. CONTRACTOR SHALL UPRIGHT SPRINKLER HEAD CONSULT WITH THE AUTHORITY HAVING JURISDICTION AND OWNER'S INSURANCE CARRIER PRIOR TO • FINALIZING THEIR SHOP DRAWINGS TO DETERMINE FINAL REQUIREMENTS. WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 SPRINKLER NOTES TIGARD, OREGON 97223 1, SPRINKLER SYSTEM TO BE IN ACCORDANCE WITH NFPA-13; THE STATE AND LOCAL FIRE MARSHAL'S OFFICE; THE LANDLORD'S INSURANCE COMPANY AND ALTAR'D STATE'S INSURER. 2. COORDINATE HEAD LOCATIONS WITH REFLECTED CEILING PLAN AND THE DUCT DISTRIBUTION SYSTEM ABOVE. PREPARE A DRAWING OF THE FIRE PROTECTION/ SPRINKLER LAYOUT; AND UPON CONCURRENCE BY BOTH THE LANDLORD AND ALTAR'S STATE, ALL SPRINKLER WORK MUST BE OBTAIN ALL REQUIRED APPROVALS AND CERTIFICATES EVIDENCING G H A FA R I COMPLETED BY LANDLORDS APPROVED SAME. CONTRACTOR AT TENANTS EXPENSE. 3. IF THE OPTION TO MODIFY THE SALES SPRINKLER HEADS IS POSSIBLE THE HEADS SHALL BE WHITE. IF THE EXISTING UPRIGHT NOTE: SPRINKLER HEADS IN THE SALES AREA ARE BRASS THEY MAY 89 MONROE CENTER REFER TO A3.0 AND REMAIN. FIELD VERIFY LOCATION OF HEADS AND ADD NEW AS SUITE 400 — ALL SPRINKLER HEADS SHOWN A4.0 FOR CEILING AND REQUIRED PER THE NEW FLOOR PLAN. IN THE DISPLAY SOFFIT GRAND RAPIDS, MI 49503 USA ALL SPRINKLER HEADS FOR REFERENCE ONLY (TYP). LIGHT COORDINATION. PROVIDE NEW WHITE FULLY RECESSED SPRINKLER HEADS. TEL. +1.616.771.0909 IN PALLET AREAS TO BE LICENSED FIRE PROTECTION 4. INSTALLATION SHALL COMPLY WITH LOCALLY ADOPTED BUILDING www.ghafari.com CONNECTED TO PIPE PROFESSIONAL TO DETERMINE — AND FIRE CODES AND FM GLOBAL. WITH FLEX FOR FINAL ACTUAL AMOUNT AND LOCATION IADJACENT TENANTI 5. ALL NEW MATERIALS PROVIDED SHALL BE UL LISTED AND FM ADJUSTMENT CAPABILITY OF HEADS. ALIGN SPRINKLER N.I.C. HEAD LOCATIONS WITH LIGHTS GLOBAL APPROVED. AND OTHER CEILING ELEMENTS. IOFFICEI I II I 1 0 0 O O i .. i 1. AT ALL LOCATIONS WHERE FIRE PROTECTION T .. :� . — REMOVED, : : I II o o o o I ... O - .. .. `� __ I PIPE, HEADS OR FIXTURES ARE TO BE REM D, 0 FIRE PROTECTION SUBCONTRACTOR SHALL : 1=1 0 I — — — O (- O ::=: :: _ :::: :- :: _ :: 0 REMOVE PIPING TO A POINT BEYOND FINISH .... . . . . . . . .... . . I I II I • * 0 SURFACE AND CAP OFF. WHERE PIPING SERVING - ! I II • = 0 - EXISTING FIXTURE TO RE REMOVED ALSO SERVES I III FIXTURES THAT ARE TO REMAIN PIPING SHALL I II I — • r ..• J ... .. 0 BE REROUTED AND RECONNECTED TO REGISTRATION SEAL -. I _ II ♦ • tai • ACCOMMODATE REMODELED AREAS AS REQUIRED. L_-_. ;:.- 0, : : : : . : 0 .. II .. II • ..,0•... p j • '�_.;::r'. _ O ...o 0 _ -. - .. - .. - .. • F 1 P [ 1 2. WHERE EXISTING WALLS ARE REMOVED AND — 1 II o I O I I fl O r - 0 :: :::: :::: - :::: _ :::: ,. - PIPING IS FOUND THAT MUST REMAIN, FIRE ,. �ESTROOI INON-SALE5II I I 11 O O -.: - 0 PROTECTION SUBCONTRACTOR SHALL REROUTE ,`��C'riA,'V)C I I I II 0 z 0 0 _ : :� AND RECONNECT PIPING AS REQUIRED. ��,ED PRO,cFS I _ II :: : : : • : : � GIN `VO' I I I II I- J I •' .- • • -- • . Q. • • 3. ALL FIRE PROTECTION PIPING THAT IS FOUND TO ��C ti �I `` 0 I STRo01`1 l I I _ fl : .. ' _. : : ' ' :` '0. ` : .0. : . ' ' ' /. . 0' NO LONGER SERVE ANY PURPOSE SHALL BE 77585 I I II • _o... O — p o... ::. _. . .::. - _. .::. .. ::. - :: . II REMOVED AND CAPPED OFF BEYOND FINISH al T CI :: II _ . . . • r ...: N,• SURFACE. • _ I f. = •• '0 .. 4. WHEREVER POSSIBLE, NEW PIPING AND q�4 +u1� ��O Q. 0- • 0 :: O U Q 0RELOCATED PIPING SHALL BE RUN CONCEALED. p IP 3.1i. /4/ _ _ _ COORDINATE LOCATION OF ALL PIPING WITH ALLI f'I' A� ! -I _ . O . - O . . ... .`Of. •0 DESCIPLINE SUBCONTRACTORS. COORDINATE !EXPIRES 6.34) • i, 1 CUTTING AND PATCHING WITH GENERAL li - _ - - O O •-o.. 0 CONTRACTOR. - - •' 0 0 - © 6. ALL CUTTING AND PATCHING FOR REMOVAL, - ¢ 0 REMODELING OR INSTALLATION OF NEW FIRE - - .it .. 0- - • .. '- • .. PROTECTION WORK SHALL BE DONE BY THE FIRE PROTECTION CONTRACTOR. I ! 7. REFER TO ARCHITECTURAL DEMOLITION PLANS o FOR EXTENT OF DEMOLITION WORK. COORDINATE ., f 0 0 0 0 0 0 ; WITH SAME. r „ � li :noo. :000. 000: .000; 000' 5... .! 000 T .. . . . . . . . . . . . . . . '. NOTE: O a : O '�' SPRINKLER HEAD LOCATIONS AND QUANTITY IS SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE o° o 0 0 :: FOR DETERMINING TOTAL NUMBER OF SPRINKLERS =: • •• •• = •• •• •• : ._ • .:: : • . .. •• • •• •• - • •• REQUIRED PRIOR TO BIDDING AND INCLUDING TOTAL IIlI -0 ° 0 ° 0 0 0 0 g 0 .. 0- Q: :: 0 QUANTITY NEEDED WITHIN THEIR BID. CONTRACTOR IS I ° p ° ° 0 .• I RESPONSIBLE FOR FINAL SPRINKLER HEAD LAYOUT �I 10 0 aoa noa. : AND COORDINATION OF SPRINKLER HEAD LOCATIONS • WITH THE WORK OF ALL OTHER TRADES. ° 0• O O _ :: :: • • o ° o • • • o 0 • • • • • • • • • .. • • ° • • ... ••• I . . I: ISALESI • - . . . ._ - - . . . ... . ..• . - NOTE: j p n. 0 o $. • o. . 0 0 .o. THIS PLAN IS PROVIDED TO ASSIST THE CONTRACTOR IN 0• 0 :.. .. :: 0 BIDDING ONLY. SPRINKLER HEAD LAYOUT AS SHOWN IS 0 / ;' PROVIDED TO ASSIST THE CONTRACTOR IN BIDDING .. . o ° ° ° = ONLY. CONTRACTOR IS RESPONSIBLE FOR FINAL 0 0 0 ° °o O /r SPRINKLER HEAD LAYOUT AND DETERMINING THE 03/08/19 DOC REL 02 - IFP ona •oao. LOCATION AND QUANTITY OF SPRINKLERS REQUIRED FOR REV DATE DOC REL##- DESCRIPTION :_ THE JOB. CONTRACTOR IS RESPONSIBLE FOR SURVEYING THE SITE PRIOR TO BIDDING. CONTRACTOR SHALL 1 ' � .. 0I ` A F .. 0 _ _-__ :. PROJECT# 187747 COMPLETE FIRE SPRINKLER SYSTEM IN ACCORDANCE a ? o . : • 0 . : = WITH NFPA 13 AND ACCEPTABLE TO THE OWNER AND PROJECT MANAGER M. FREDERICK °o °o 0 0 -. THE AUTHORITY HAVING JURISDICTION. aco t:: 0 �, 0 ;oao; �� :000: _ .... _ .... - - _ -... - ._ .... DESIGNED BY L. HERNDON Q of a .. 000' 000' 000' 000' _ DRAWN BY L. HERNDON rn N — U O I J : : : : . I: . A 0 QUALCHECK A. JAAFAR o a Q r.� : ; r� .. SHEET TITLE PROVIDE FLEX HEAD SPRINKLER DROP AT N N — •• -- •' - .. -- - CONCEALED CEILING TO ALLOW FOR PLACEMENT N r" I _._- I ADJUSTMENT IF REQUIRED TO COORDINATE WITH FIRST FLOOR ----- --- LIGHTS OR TRACK. co CONCEALED HEAD. FIRE PROTECTION !ADJACENT TENANTI COORDINATE WITH O N.I.C. ARCHITECTURAL (TYP) _ PLAN GO iu 1- U O U) < * FIRST FLOOR FIRE PROTECTION PLAN FP1 . 1 Q SCALE: 3116" = 1'-0" Q SHEET NUMBER = NORTH o 0 10' 20' 0 20 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 80' 120' 0 80' 180' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0" mil J 1"=20'-0" i"=30'0" 1"=40'-0" :rrri i. 1 1"=50'-0" liMMI IMM 1"=60'-0" iiii —_j I 1"=80'_0" :M= 1 I 1"=100`0" iiimmi.rte , 1"■200'-0" 1i �I , 1""400-0" mmr- INE , r-500'-0' i 1"=1000'_0" 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 18' 0 8 18' 0 16' 32' 0 16' 32' 1ih"-1'-0" !i 1"=1-0- MEM IMMIl i 3/4"=t-0- , 1/6"=V-1:1- _=1-0" 11 3i4"=1'-0" i _ I =1'-0 e=1-0" 1_ __' , =1'-0' i- 3,132"=1'-0" s_ 6'=1'0„ _ THIS DRAWING IS FOR REFERENCE ONLY. A LTA R 9 CI SEISMIC BRACING REQUIREMENTS: TENANTS GENERAL CONTRACTOR AND/OR HIS/HER SPRINKLER SUBCONTRACTOR TO FIRE SPRINKLER DESIGN CRITERIA CONTRACTOR 5H-(ALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PI PING, LIGE-(TING AND HIRE A LOCAL SPRINKLER/FIRE PROTECTION ENGINEER (UNLESS SUCH WORK IS EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED OFFICES, RESTROOMS RETAIL SALES AREA STAT E WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SNL) "B" OF Tl-IE COMPLETED BY A QUALIFIED INDIVIDUAL WORKING DIRECTLY FOR THE SPRINKLER SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1ggS, PUBLISHED SUBCONTRACTOR, IF ALLOWED BY LAW/CODE) TO ENGINEER A SPRINKLER SYSTEM CLASSIFICATION: LIGHT HAZARD CLASSIFICATION: ORDINARY HAZARD GROUP II BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. WHICH THIS SAME CONTRACTOR IS TO FURNISH AND INSTALL NEW OR MODIFY MIN. APPLICATION DENSITY: 0.10 GPM/SQ. FT. MIN. APPLICATION DENSITY: 0.20 GPM/SQ. FT. (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) EXISTING AS REQUIRED, MEETING ALL LOCAL CODES AND ARE MARSHALL REQUIREMENTS. MIN. AREA OF CALCULATION: 1,500 SQ. FT. MIN. AREA OF CALCULATION: 1,500 SQ. FT. MIN. SPRINKLER COVERAGE: 36 SQ. FT. MIN. SPRINKLER COVERAGE: 36 SQ. FT, MAX. COVERAGE PER SPRINKLER: 225 SQ. FT. MAX. COVERAGE PER SPRINKLER: 130 SQ. FT. SPRINKLER HEAD LEGEND HOSE STREAM ALLOWANCE: 100 GPM HOSE STREAM ALLOWANCE: 250 GPM CONCEALED PENDENT SPRINKLER HEAD NOTE: DESIGN CRITERIA NOTED ABOVE IS BASED ON THE REQUIREMENTS OF NFPA 13. CONTRACTOR SHALL UPRIGHT SPRINKLER HEAD CONSULT WITH THE AUTHORITY HAVING JURISDICTION AND OWNER'S INSURANCE CARRIER PRIOR TO �± 1 FINALIZING THEIR SHOP DRAWINGS TO DETERMINE FINAL REQUIREMENTS. WASHINGTON ASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 SPRINKLER NOTES TIGARD, OREGON 97223 1. SPRINKLER SYSTEM TO BE IN ACCORDANCE WITH NFPA-13; THE STATE AND LOCAL FIRE MARSHAL'S OFFICE; THE LANDLORD'S INSURANCE COMPANY AND ALTAR'D STATE'S INSURER. 2. COORDINATE HEAD LOCATIONS WITH REFLECTED CEILING PLAN AND THE DUCT DISTRIBUTION SYSTEM ABOVE. PREPARE A DRAWING OF THE FIRE PROTECTION/ SPRINKLER LAYOUT; AND UPON CONCURRENCE BY BOTH THE LANDLORD AND ALTAR'S STATE, OBTAIN ALL REQUIRED APPROVALS AND CERTIFICATES EVIDENCING SAME. G 1-I ik FA R I 3. IF THE OPTION TO MODIFY THE SALES SPRINKLER HEADS IS POSSIBLE THE HEADS SHALL BE WHITE. IF THE EXISTING UPRIGHT SPRINKLER HEADS IN THE SALES AREA ARE BRASS THEY MAY 89 MONROE CENTER REMAIN. FIELD VERIFY LOCATION OF HEADS AND ADD NEW AS SUITE 400 REQUIRED PER THE NEW FLOOR PLAN. IN THE DISPLAY SOFFIT GRAND RAPIDS, MI 49503 USA PROVIDE NEW WHITE FULLY RECESSED SPRINKLER HEADS. TEL +1.616.771.0909 4. INSTALLATION SHALL COMPLY WITH LOCALLY ADOPTED BUILDING www.ghafari.com AND FIRE CODES AND FM GLOBAL. — ALL SPRINKLER HEADS SHOWN 5. ALL NEW MATERIALS PROVIDED SHALL BE UL LISTED AND FM ALL SPR INKLER HEADS FOR REFERENCE ONLY (TYP). GLOBAL APPROVED. IN PALLET AREAS TO BE LICENSED FIRE PROTECT ION CONNECTED TO PIPE PROFESSIONAL TO DETERMINE (ADJACENT TENANT' WITH FLEX FOR FINAL ACTUAL AMOUNT AND LOCATION N.I.G. ADJUSTMENT CAPABILITY OF HEADS. ALIGN SPRINKLER HEAD LOCATIONS I�IITH LIGIT5 1. AT ALL LOCATIONS WHERE FIRE PROTECTION AND OTHER CEILING ELEMENTS. PIPE, HEADS OR FIXTURES ARE TO BE REMOVED, FIRE PROTECTION SUBCONTRACTOR SHALL REMOVE PIPING TO A POINT BEYOND FINISH ISURFACE AND CAP OFF. WHERE PIPING SERVING T( T ._ 1 1 EXISTING FIXTURE TO BE REMOVED ALSO SERVES -�. • • FIXTURES THAT ARE TO REMAIN, PIPING SHALL •• • ACCOMMODATTE ANDE REROUTED RECONNECTED AREAS AOS REQUIRED. REGISTRATION SEAL _ _ 2. WHERE EXISTING WALLS ARE REMOVED AND PIPING IS FOUND THAT MUST REMAIN, FIRE PROTECTION `y,�C'HA,dl�4 AND RECONNECT PIPING ASO REQUIRED. UTE - 'F p PRI7FFSs wO ' 'I - _ _ ' ` ' _ • 3. ALL FIRE PROTECTION PIPING THAT IS FOUND TO �NC G1NFF� • ] I — � • NO LONGER SERVE ANY PURPOSE SHALL BE �� 775 5 PE 11) • . T - REMOVED AND CAPPED OFF BEYOND FINISH �, i - SURFACE. ' • it - , =fCC�{ 4. WHEREVER POSSIBLE, NEW PIPING AND le,''oil'.�c� Q — RELOCATED PIPING SHALL BE RUN CONCEALED. '' COORDINATE LOCATION OF ALL PIPING WITH ALL `ov 1.1. TP' 341. !i ''I NON-SALES] DESCIPLINE SUBCONTRACTORS. COORDINATE EXPIRES 6.3D• Li I CUTTING AND PATCHING WITH GENERAL :i CONTRACTOR. I _ . - 6. ALL CUTTING AND PATCHING FOR REMOVAL, it REMODELING OR INSTALLATION OF NEW FIRE PROTECTION WORK SHALL BE DONE BY THE FIRE PROTECTION CONTRACTOR. _ _ 7. REFER TO ARCHITECTURAL DEMOLITION PLANS FO REXTENT OF DEMOLITION WORK. COORDINATE II i . , WITH SAME. - _ NOTE: SPRINKLER HEAD LOCATIONS AND QUANTITY IS SHOWN ' n FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE 1 FOR DETERMINING TOTAL NUMBER OF SPRINKLERS REQUIRED PRIOR TO BIDDING AND INCLUDING TOTAL , I r I I s s QUANTITY NEEDED WITHIN THEIR BID. CONTRACTOR IS 1111111 ,, - i- — RESPONSIBLE FOR FINAL SPRINKLER HEAD LAYOUT AND COORDINATION OF SPRINKLER HEAD LOCATIONS WITH THE WORK OF ALL OTHER TRADES. • — _ .. .. NOTE: - .. .. � • THIS PLAN IS PROVIDED TO ASSIST THE CONTRACTOR IN BIDDING ONLY. SPRINKLER HEAD LAYOUT AS SHOWN IS H .' PROVIDED TO ASSIST THE CONTRACTOR IN BIDDING ONLY. CONTRACTOR IS RESPONSIBLE FOR FINAL 03/08/19 DOC REL D2 IFP SPRINKLER HEAD LAYOUT AND DETERMINING THE . - LOCATION AND QUANTITY OF SPRINKLERS REQUIRED FOR REV DATE DOC REL##- DESCRIPTION THE JOB. CONTRACTOR IS RESPONSIBLE FOR SURVEYING THE SITE PRIOR TO BIDDING. CONTRACTOR SHALL : _ • _ • INCLUDE WITHIN THEIR BID ALLWORK REQUIRED FOR A 'I _ • COMPLETE FIRE SPRINKLER SYSTEM IN ACCORDANCE PROJECT# 187747 2 .. .. WITH NFPA 13 AND ACCEPTABLE TO THE OWNER AND PROJECT MANAGER M. FREDERICK 03 2 m • .. i :: . THE AUTHORITY HAVING JURISDICTION. DESIGNED BY L. HERNDON o tYi o DRAWN BY L. HERNDON o .. .. rn o 'I '• - QUALCHECK A. JAAFAR NOTE: o rn r _ _� SHEET TITLE - PROVIDE FLEX HEAD SPRINKLER DROP AT N o , , : • , , : 0 _ , , i , , • CONCEALED CEILING TO ALLOW FOR PLACEMENT ADJUSTMENT IF REQUIRED TO COORDINATE WITH SECOND FLOOR (N co °° H LIGHTS OR TRACK. r , : , : : r • , r = : = : = • = : : : r :• FIRE PROTECTION © 1 PLAN w a U 'ADJACENT TENANT' 0 u) la SECOND FLOOR FIRE PROTECTION PLAN c7 SCALE: 3116" = 1'-0" Q LL Q SHEET NUMBER m NORTH 0 D 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' _ 0 50' 100' 0 60' 120' 0 80' 160 1"=100'-0' 0 100' 200' �..__, 400' 1'1.400'-0. 0 —m*400 SOp' 0 . 540' 1000' 0 1000' 2000' 1"=10._0" `w_—� : 1"=20,_0:: �� , 1"=30'-p' _T�rr _0., �� 1::_x:_0" r_�� 1"=ep'A" � �� i 1"-BO'-0" �� 1 1"=200'-0" 1"-500'-(}" 1"-1000'o" amm_ � 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 18' 32' 0 16' 32' 11A"=1'-0" iMini1"=1.-0" amiidMim i /,=1*-0" "=1'-0" r `- 3,6"=1'-0" lion i'-=1'-0" Iormv. %s"=1'-0" %8'=1'-0" 111 33z'=1 0 '4s"=1'-0" i I. UNLESS OTHERWISE SPECIFIED, GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY EQUIPMENT, PLUMBING SYMBOLS & ABBREVIATIONS PLUMBING FIXTURE SCHEDULE ALTARJa MATERIAL, LABOR AND SUPERVISION NECESSARY TO COMPLETE THE PLUMBING WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND STANDARDS. CH- DOMESTIC HATER PIPE MARK 1 FIXTURE MANUFACTURER AND GW HW HASTE VENT REMARKS MODEL NO. STAT E 2. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING WASTE PIPING BELOW SLAB, VENT PIPING HW- DOMESTIC HOT WATER i ABOVE CEILING AND COLD HATER SUPPLY PIPING ABOVE CEILING PRIOR TO COMMENCEMENT OF ANY G- GAS PIPE WORK, AFTER INSTALLATION AND FINAL CONNECTION OF NEW HASTE PIPING BELOW SLAB, BACK FILL AND PATCH SLAB IN ACCORDANCE WITH THE LANDLORD'S CRITERIA REGARDING SUCH WORK. SAN- SANITARY PIPE NC-i HATER AMERICAN STANDARD 1/2" - 4" 2" ADA COMPLIANT, VITREOUS CHINA, ELONGATED GOND- CONDENSATE PIPE CLOSET #2467.016 SIPHON ACTION, 1.6 GPF, HANDLE ON OPPOSITE 3. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES AND SHALL FURNISH AND INSTALL ALL REQUIRED VALVES PIPING, HANGERS, ETC. REQUIRED FOR A COMPLETE PLUMBING - - - - - -V- SANITARY VENT PIPE (SEE RESPONSIBILITY SIDE FROM WALL, AMERICAN STANDARD SEAT SYSTEM TO SERVE THE DEMISED PREMISES FROM SANITARY AND COLD HATER CONNECTIONS SCHEDULE ON G1.2) #5325.010. GG TO PROVIDE 3/8" C.P. SUPPLY WITH PROVIDED BY LANDLORD. ALL FIXTURES, VALVES, PIPING AND APPURTENANCES REQUIRED FOR A (E)XX- EX PIPE OR EQUIPMENT HANDLIE STOP AND IS" MTC. HT. TO SEAT. FULL ROUGH-IN SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. FP- SPRINKLER PIPE LAV-( LAVATORY AMERICAN STANDARD 1/2" 1/2" 1-1/2" 1-1/2" WALL MOUNTED 18.5"x20" VITREOUS CHINA, 4-1NCH 4. SEAL AROUND ALL PIPES PENETRATING FIRE SEPARATIONS WITH LISTED AND APPROVED FIRE SEAL -STM- STORM PIPE #0124.024 CENTERS, WHITE COLOR WITH AMERICAN STANDARD MATERIAL, ONLY LISTED AND APPROVED SEALANTS AND METHODS FOR THE SPECIFIC USE HILL BE PERMITTED. D�4-1"�1�f''�1-Kill FAUCET #6053.205 (0.5 GPM/BATTERY POWERED l BACK FLOW PREVENTER isz ACCESS DOOR AUTOMATIC) AND MCGUIRE SUPPLY STOP #155AECO. MOUNT SINK AT WHEELCHAIR HEIGHT. WASHINGTON SQUARE 5. GENERAL CONTRACTOR SHALL ENSURE THAT ALL SLAB OR FLOOR PENETRATIONS WIT(-I1N THE 0-2 PIPE UP ri PitT RELIEF VALVE „ DEMISED PREMISES ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT ANY POSSIBLE EHC-1 ELECTRIC OASIS NO. PGBACSL 1/2" - 1-1/2 1-1/2" W4-4EELCHAIR ACCESSIBLE, HALL MOUNTED, FURNISH 9585 SW WASHINGTON SQUARE RD DAMAGE TO THE BUILDING AND/OR SURROUNDING AREAS. FAILURE TO DO SO SHALL BE AT THE RISK CC- PIPE DONN 1�-1 BUTTERFLY VALVE HATER W/WALL HANGER PLATE. GO TO PROVIDE CHROME AND SOLE EXPENSE OF THE GENERAL CONTRACTOR. COOLER P-TRAP SUPPLY STOP. MOUNT TO "ANSI" SPACE NO. T-13 1>T1E AONDDB9 uTIN DOFFB VALVE101 BALL VALVE STANDARD FOR HC @ 34-1/2" MAX. FROM FLOOR TO TIGARD, OREGON 97223 6. ALL MATERIAL SHALL BE NEW AND OF COMMERCIAL GRADE, AND BEAR UNDERWRITER'S :P., FLOOR DRAIN SPOUT OUTLET. 115V POWER CORD. 460 WATTS. LABORATORIES AND UNION LABELS WHERE SUCH LABELING APPLIES. 1>r<1 GATE VALVE HATER METER " " "�wM5-1. MOP SINK ZURN (GREY) I/2 1/2 3 1-1/2" 24"X2.4"xi0", GREY MOLDED HIGH DENSITY 7. GENERAL CONTRACTOR TO FIELD VERIFY SLOPE, INVERSE ELEVATION AND DIRECTION OF FLOW FOR I� GLOBE VALVES HOSE BIBS (GREY) #Z1996-24-SDL-141 COMPOSITE BASIN WITH MUSTEE HOSE, BRACKET EXISTING SANITARY PRIOR TO ANY NEN PLUMBING INSTALLATION. e -- DRAIN VALVE (SEE RESPONSIBILITY #65.700 AND MOP HANGER #65.600. AMERICAN STD. 11! UNION SCHEDULE ON G1.2) FAUCET WITH INTEGRAL VACUUM BREAKER 8. GENERAL CONTRACTOR MUST VISIT THE JOBSITE TO BECOME FAMILIAR WITH MAJOR ITEMS SUCH AS 1.`%1 CHECK VALVE 1-,1 Y-TYPE STRAINER #8344.012.004 (ROUGH CHROME). STRUCTURAL ELEMENTS AND OTHER EXISTING JOB CONDITIONS THAT MAY AFFECT THE WORK, GAGE COCK F �� ADDITIONALLY, GENERAL CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DIMENSIONS OF SUCH CAPPED LINE WH-I WATER A.O. SMITH 3/4" 3/4" - - 120V-1.D, 6 GALLON ELECTRIC HATER HEATER WITH ITEMS AS WASTE, VENTS, HATER LINES, ETC. I V I GAS SHUT-OFF HEATER tt£JG-6 1.65 KW ELEMENT, FACTORY INSTALLED 3/4" T#P (PLUG) VALVE CONNECT TO EXISTING RELIEF VALVE AND 22" ALUMINUM PAN #AHP2022. G H A FA R I i. GENERAL CONTRACTOR SHALL FOLLOW ALL SPECIFICATIONS AND DETAILS CONTAINED IN DESIGN (E) EXISTING G GAS (SEE RESPONSIBILITY GC TO PROVIDE: 3/4" COPPER DRAIN LINE FROM CRITERIA OF TENANT HANDBOOK AND OTHER LANDLORD REQUIREMENTS. (R) RELOCATED GAL GALLON SCHEDULE ON G1.2) T4P VALVE TO MS-i, SHUT-OFF VALVES IN CW AND AB ABOVE GC GENERAL CONTRACTOR HW LINES, UNIONS IN CN AND HW LINES AND 10, GENERAL CONTRACTOR TO CLEAR ALL EXISTING AND NEN DRAIN LINES AND FIXTURES, PRIOR TO INSULATED NEAT TRAPS IN NW AND CW LINES PER 89 MONROE CENTER AFF ABOVE FiNIS1-IED FLOOR GPN GALLONS PER HOUR TURNING OVER SPACE TO TENANT. MANUFACTURER REQUIREMENTS AND PER ASHRAE SUITE 400 ARCH ARCHITECT GPM GALLONS PER MINUTE RECOMMENDATIONS. GRAND RAPIDS, MI 49503 USA 11. GENERAL CONTRACTOR SHALL PROVIDE ACCESS TO ALL NEN AND EXISTING ITEMS REQUIRING ACCESS BEL BELOW HB HOSE BIBBI TEL +1.616.771.0909 (VALVES, TRAP PRIMERS, ETC.) INSTALLED BEHIND HALLS, FLOORS OR CEILINGS. CONTRACTOR BLDG BUILDING HP HORSEPOWER - - INHA HATER SIOUX CHIEF #653 - - SHALL ALSO VERIFY THAT ALL SUCH ITEMS ARE OPERABLE AND FULLY ACCESSIBLE THROUGH CLG CEILING HWAR HOT HATER MMER SERIES. OR EQUAL BY PRECISION PLUMBING PRODUCTS, INC. ww.ghafari.com ACCESS PROVIDED. CO CLEAN OUT LAV LAVATORY ARRESTER w 12. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. GOND CONDENSATE PIPE MAX MAXIMUM La TRAP RECTORSEAL - - - - PROVIDE AND INSTALL RECTORSEAL SURE SEAL CONT CONTINUATION MFR MANUFACTURER SEAL SURE SEAL ABS PLASTIC FLOOR DRAIN TRAP SEAL. 13. ANY EXISTING HALL, FLOOR OR CEILING SURFACE THAT IS DAMAGED DURING CONSTRUCTION SHALL CN COLD WATER MT MOUNT #553009V/55400gV CONTRACTOR TO PURCHASE PROPER SIZED SEAL BE REPAIRED TO MATCH NEN AND/OR EXISTING CONDITIONS. CONTR CONTRACTOR NTS NOT TO SCALE FOR FLOOR DRAINS INSTALLED. WORD COORDINATE PLBG PLUMBING NCO WALL CLEAN ZURN #ZANB-1460-9 - - - - CAST IRON CLEAN OUT TEE WITH BRONZE 14. GENERAL CONTRACTOR SHALL DEMOLISH AND COMPLETELY REMOVE ALL PLUMBING FIXTURES, DISC DISCONNECT RD ROOF DRAIN OUT THREADED CLEAN OUT PLUG. PLUG TO BE GAS EQUIPMENT, PIPING, ETC. NOT BEING REUSED OR SERVING ANOTHER SPACE. CAP ALL PIPES BEHIND DN DONN SAN SANITARY AND WATER TIGHT. WALL ACCESS PANEL - FINISHED SURFACES (WALLS, FLOORS, ETC.) AND PATCH SURFACES TO MATCH SURROUNDING AREA. EA EACH TP TRAP PRIMER q"x9" WALL PANEL AND FRAME; SMOOTH NICKEL EX EXISTING TYP TYPICAL BRONZE PANEL SET FLUSH TO FINISHED WALL 15. FIELD VERIFY ALL CONDITIONS PRIOR TO B1 D. REFER TO RESPONSIBILITY SCHEDULE ON SHEET G1.2 PLANE. FURNISHED WITH SECURING LUGS. FOR MORE INFORMATION. ENC ELECTRIC WATER COOLER UR URINAL FCO FLOOR CLEAN OUT V VENT MV-1 MIXING WATTS #LFUSG-B 3/8" 3/8" - - PROVIDE BRASS MIXING VALVE AT EACH 16. GENERAL CONTRACTOR TO INSURE THAT STUDS ARE NOT TO BE CUT OR MODIFIED FOR PLUMBING FD FLOOR DRAIN VTR VENT THROUGH ROOF VALVE (UNDER SINK ACCESSIBLE LAVATORY AND SET TO LIMIT NOT AND ELECTRICAL RUNS. FIXT FIXTURE NC WATER CLOSET THERMOSTATIC HATER TEMPERATURE TO I10'F. FP FIRE PROTECTION PIPE NCO WALL CLEAN OUT MIXING VALVE) 17, REFER TO ARCHITECTURAL SHEETS FOR STRUCTURAL SUPPORT DETAIL FOR WATER HEATER REGISTRATION SEAL FURN FURNISH NHWATER HEATER MOUNTING. FV FLUSH VALVE IN/ WITH SEISMIC BRACING REQUIREMENTS: 18. COORDINATE ROUTING OF ALL PIPING WETH LANDLORD EXISTING CONDITIONS AND OTHER TRADES CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTNORK, PIPING, LIGHTING AND EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTNORK AND PIPING SHALL BE PROVIDED WORK PRIOR TO FABRICATION, PURCHASING OR INSTALLATION. WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "B" OF THE SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1998, PUBLISHED �D PROF BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. .s.c.‘ F`SSj (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) �L� GiNc_ O4' 77585 0 �F PLUMBING GENERAL NOTES F PLUMBING GENERAL NOTES E SMGMom Ito '-H 1 A 2� Qs '°C)U M. i P 'l 3.0. /1 !EXPIRES LAO " !I. i FINISHED FLOOR CONCRETE SLAB OR Straitllr SEALANT �� FINISHED FLOOR .'� GRADE AT LOWER '1 �"- ��T HANGERS INSTALLED EACH SIDE OF 3/4" WATERPROOF MEMBRANE _ ; SECTION VIEW PLAN VIEW EXPANSION TANK FOR SUPPORT I SHALL EXTENT INTO THE p4, • LEVEL - Z .L 2'-0" MAINTENANCE CLEARANCE- •VACUUM RELIEF DRAIN BOWL FLANGE. PC �� --: [ = SHALL CLAMP PAN HATER ` �`��1� ii% TO TENANT'S - � ,� n `.� ; SANITARY SEWER 4 - JOIST/BEAM _�>•1VNZN/NI/2" Cyi i . .W. SUPPLY " 3�4" III 1_ INSULATE ALL PIPING IN TIGHT INTO DRAIN COLLAR r e .�. .. ON ACCORDANCE WITH ; mawr 1 /ii.,i.:r,r,r�%:i,i,: * rt �- { ��111 Outlet HANGERS (MUST BE RECEPTACLE (SEE CHECK SPECIFICATIONS - WITHIN 6" OF DROP I/2" TYPE "L" SUPPLY 1 ELECTRICAL DINGS) VALVE 3/4" 3/4" STRUCTURE AT UPPER LEVELd t _ .,.... CEILING PROVIDE HEAT TRAP AT (7": / I• 1/2" TYPE "L" 3 3 INLET AND OUTLET IF i I • HATER SUPPLY, /"HALL FACTORY POWER V NOT FACTORY SUPPLIED �� MIN. 4" DEEP SEAL TRAP a ` - CLAMP TO WALL /� 1/2" TYPE "L" DRAIN CORD WITH PLUG �I AT TOP, MIDPOINT' DONN TO FLOOR . . r AND BOTTOM. RUDRAIN. TERMINATE I" PIPE ON HALL +� / DIELECTRIC UNION (TYP) `` �/ f NOT INSIDE WALL. ABOVE FLOOR DRAIN } HALL AMTROL ST-5 / T T WATTS SERI ES "gDM3" �- ° I THERMAL / \ WATER HEATER SEE DREAMSTEAMER // DOUBLE CHECK DREAMSTEAMER \\\\ --..„..- --------ji - - , ABSORBER N f SCHEDULE FPLUMBING OR URE BACKFL OW PREVENTER m o I DRAIN PAN i ADDITIONAL INFO. EfELOW I m BALL VALVE (TYP) 2" WIDE, 20 GA. SHEET COVER TO LAV-I PROVIDE A 3/8" BALL METAL BAND, SECURE CLEANOUT PLUG 1 / LADJUSTABLE HOUSING 03/48/19 DOC REL 02 IFP VALVE ON WALL 3/8" BRAIDED TO WALL FOR SEISMICT 48" FLEXIBLE TUBING BRACING WHERE FINISHED FLOOR 1/2" T1/2" INSTALL 3/8"x72" T 4 P RELIEF VALVE I I I REQUIRED BY CODE CONCRETE SLAB = v REV DATE DOC REL## DESCRIPTION 88" FLEXIBLE BRAIDED I "�� I TUBING FURNISHED ' I v\y o WITH DREAMSTEAMER A INHERE ALUMINUM DRAIN PAN ar a -- PROJECT# 187747 - NOTE: POWER AND WATER TO BE LOCATED ERE � J��1A aq\� M .'� MOST ACCESSIBLE. - J ,4r�Z� PROJECT MANAGER M. FREDERICK DRAIN VALVE `I I I �' �� 4 MV-1 N �` 21^OII PROVIDE 4" TALL DRAIN PAN SIZED TO FIT EXTEND SEPARATE FULL o2-1/2" SIZED DRAINS TO MOP SINK �� / \% \/ \y \Y \� \Y \7 MIXING VALVE DESIGNED BY J. SMITH Up 1( / , BETWEEN WHEELS OF DREAMSTEAMER FOR MIN. \ / / o FINISHED FLOOR EASY REMOVAL. VERIFY EXACT DIMENSIONS \ ' TERMINATE WITH �� DRAWN BY J. SMITH DRAIN PAN WITH CLIENT CONSTRUCTION MANAGER. PLATFORM ABOVE MOP SINK MINIMUM 2" AIR GAP. STRUCTURE AT I /� � � � � � � � : QUALCHECIC J. JAAFAR 7 /\�/\.i\�i\.i\.i\./\\i\�i, N N UPPER LEVEL I SHEET TITLE C71 fi TT N Ir i GRADE AT LOWER LEVEL SEALANT II PLUMBING m Q TO TENANT'S U SCHEDULES & ,s - SANITARY SEWER 1/2" I/2 O X DETAILS 1- Q i ^FROM MAIN FROM MAIN o FLOOR ' u P1 .0 DREAMSTEAMER DETAIL D ELECTRIC WATER HEATER DETAIL C FLOOR DRAIN DETAIL B MIXING VALVE DETAIL A SHEET NUMBER . 0 i0' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1".10'4' i. l'=20'-0" , 1"=30'-0" , 1"=40'-0" . , 1"=50'-0" iimisitial 1"=60'-0" 1"=80'-0" 11 V=200`-0" , 1"=400'-Cr ii__iimii 1 1u=500'-0" 1".1000'4' 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1W=1'-Cr .I_ 1"=1'40" Mini- r /a"=V-0" ' i5"=1'-0" a,¢"=1-0" ii %"=1'-0" Yrirrr ii 3a=1'-0" ini A"=1' 11 mi• 3132"--r-o" 1. EXTEND SANITARY PIPING TO EXISTING SANITARY SEWER AND CONNECT. FIELD VERIFY AND ALTAR C] COORDINATE EXACT LOCATION, ELEVATION, SIZE, DIRECTION OF FLOW AND OTHER REQUIREMENTS OF • SEISMIC BRACING REQUIREMENTS: EXISTING SANITARY SEWER PRIOR TO BID. PATCH SLAB TO MATCI-I SURROUNDING AREA. PRESSURE CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND TEST SANITARY PIPING PER LOCAL CODES WITH A MINIMUM REQUIREMENT OF HOLDING 10 FT. W.G. S TAT E EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED FOR TWO HOURS. REFER TO STACK DIAGRAM AND PLUMBING SPECIFICATIONS FOR MORE WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "B" OF TI-4E INFORMATION. SEISMIC RESTRAINT MANUAL; GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1998, PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. 2. EXTEND VENT PIPING TO EXISTING VENT AND CONNECT. FIELD VERIFY AND COORDINATE EXACT (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) ELEVATION, LOCATION, SIZE AND OTHER REQUIREMENTS OF EXISTING VENT PRIOR TO BID. 3. EXTEND COLD WATER PIPING TO EXISTING DOMESTIC COLD HATER AND CONNECT. FIELD VERIFY AND COORDINATE EXACT LOCATION, SIZE, ELEVATION AND OTHER REQUIREMENTS OF EXISTING DOMESTIC COLD WATER PRIOR TO BID. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR MORE INFORMATION. PROVIDE HATER SHUT-OFF VALVE AT CONNECTION. 4. WH-I: PROVIDE HATER HEATER ON SHELF ABOVE MOP SINK. ROUTE DRAIN LINE TO MOP SINK. SEE RISER DIAGRAM, PLUMBING FIXTURE SCHEDULE AND DETAIL ON SHEET P1.0 FOR MORE INFORMATION. 5. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. WASHINGTON SQUARE REFER TO PLUMBING SPECIFICATIONS FOR MORE INFORMATION. 9585 SW WASHINGTON SQUARE RD 6. TS: PROVIDE AND INSTALL RECTORSEAL SURE SEAL ABS PLASTIC FLOOR DRAIN TRAP SEAL. SPACE NO. T-13 CONTRACTOR TO PURCHASE PROPER SIZED SEAL FOR FLOOR DRAINS INSTALLED. TIGARD, OREGON 97223 7. WHA: PROVIDE HATER HAMMER ARRESTERS IN THE DOMESTIC COLD AND HOT WATER PIPING AS SHOWN ON THE WATER RISER DIAGRAM AND IN AN ACCESSIBLE LOCATION. UNITS AS MANUFACTURED BY SIOUX OR PRECISION PLUMBING PRODUCTS ARE ACCEPTABLE. 8. PROVIDE HATER METER WITH REMOTE READOUT IF REQUIRED PER LANDLORD AND HATER COMPANY REQUIREMENTS. MOUNT IN AN ACCESSIBLE LOCATION. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 9. ALL WATER LINES, VENT LINES, SPRINKLER LINES, ETC. SHALL BE OFFSET BELOW PLATFORM AND TCONCEALED IN HALL ABOVE PLATFORM. DO NOT BLOCK ACCESS TO PLATFORM. DO NOT ROUTE PIPING THROUGH STORAGE SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. G H A FA R I ______I — , 10. PROVIDE A 3/8" BALL VALVE ON WALL FOR SHUT-OFF AND CONNECTION OF DREAMSTEAMER. 89 MONROE CENTER �t© I — 11. SAW CUT FLOOR AS NEEDED TO INSTALL SANITARY PIPING. REPAIR SLAB TO MATCH EXISTING. SUITE 400 l� GRAND RAPIDS, MI 49503 USA lil TEL +1.616.771.0909 8 www.ghafari.com C + I! I-- / IAA.�- A PLUMBING PLAN CODED NOTES B a %;k,;. -I-1( 4 ) _•IL• ) _ - �IFD-( 5 I MS-1 q ) �PI.O� _ ® — 7 1 T I 1 LAV-I 1 I ® (10 ) © a I/ FD-1 DREAMSTEAMER + 1 I� I 0 ` 6 f REGISTRATION SEAL A WCOI-4 -- PI.O I —_ r WHA LAV-i i� f....__ Ir© M _1 ( 5 ) _ ' ' I — P • FTS D-I I 1-1/4" hi` „ 1/24 . GIN 0 PROF Fs�/O ® 8 \ 1-1/4" I/2" ► '''.-"II' 3/4" / P1.0 i DREAMSTEAMER 775 — �� PE rte► NC-I / MS- � 1 1 G NH-1 ` I1 ........> ••............L....N.121.) 3/41, 0 4"• LL > ) I,2 • -9 �Ly1i.12� e- it!V 5 ` \ !EXPIRES 6.3P• ii - 1/2" \� ENC-II i/2" lu ( 5I} WC-1 I/2" 1/2" i LAV-1 I ( 5 ) /, 1/2" I 1 1- )1-1 = [[ El o WC-1 ( 5 ) 77. DOMESTIC WATER ISOMETRIC C I � \ I 14© _, \ ' I\ 1-1/2" . \ �•�-1/2"\ 03/08/19 DOC REL 02- IFP ( 6 ) REV DATE DOC REL## DESCRIPTION 2" -S FD l II© �\ ��\ �i \ PROJECT# 187747 a NCO \ MS-1 .... / 2 -,,d. PROJECT MANAGER M. FREDERICK o (II I \ 3„ 3 �` �' DESIGNED BY J. SMITH r 1 /` i DRAWN BY J. SMITH SUPPLY AND SANITARY HASTE we-1 v � � • �, FD-1I LAV-II 2 4„ II_1/2" QUALCHECK J. JAAFAR O TS I / SHEET TITLE r yf I LAV-1 IN/ I 4" ANCO i I I PLUMBING ih FD-1I co PLAN & N 4" EWG-1 N IWC-I(II NCO C © lll 4" RISERS Q O 4" co co Q 2.0 Fe 11411 = 11-0" P PARTIAL PLUMBING PLAN 1 A SANITARY SEWER ISOMETRIC D SHEET NUMBER - 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000 2000' 1"=10'-0" IMIw1 it , 1"=20'_0" i_ , 1"=30'-0" I _1 , 1"=40'-0"`- . 1"=50'-0" ` . 1"=60'-0" r_ l 1"-80'-0" � � 1"=100'_0" �.� 1"=200'_0" �_� , 1"=400._0" - , 1"=500'-0" i_ ��M , 1-=1000'-0° Iii limon 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' B' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1%"=i'-0" mmmul 1"=1'-0" domi-mmosim , %4"=1'-o" W.1.-0" rrww rrr.. 3/6"c1-0" Imilii 1 '/4"=1-0" .iii_ /e"=1'-0" 1/6"=1'0" imimm Y.-T-0" 1Ue"=1'-0" _-� 21 05 00 FIRE PROTECTION GENERAL PROVISIONS B. TEST SPRINKLER PIPING WITH A HYDROSTATIC TEST AT 200 PSI FOR 2 HOURS WITH NO VISIBLE LEAKAGE. 22 06 00 PLUMBING BASIC MATERIALS AND METHODS A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A FIRE PROTECTION SYSTEM, COMPLETE A5 INDICATED C. TEST ALARMS, FLOW SWITCHES, AND TAMPERPROOF SWITCHES AND ADJUST AS NECESSARY. A. PROVIDE AND ERECT THE FOLLOWING PIPING AS SHOWN ON THE DRAWINGS AND/OR AS REQUIRED. ALTAR3 a ON THE DRAWINGS AND A5 REQUIRED BY CODE AND AS SPECIFIED HEREIN. D. GENERAL CONTRACTOR AND LANDLORD SHALL SIGN CERTIFICATES INDICATING WITNESSING OF ALL TESTS REQUIRED BY NFPA-13 FOR ABOVE GROUND PIPING. 1. SANITARY BUILDING DRAIN AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE. B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED 15 TO PROVIDE POWER WIRING FOR EACH ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL 2. SCHEDULE 40 PVC PIPING CAN BE USED FOR SANITARY WASTE AND VENT PIPING WHERE LOCAL CODE ALLOWS AND WITH APPROVAL FROM STAT E CONNECTIONS TO MOTORS. TC NOT ALLOWED INRETURN AIR PLENUM, E. REPAIR ANY LEAKING JOINTS AND REPAIR ANY DAMAGE TO THE FACILITY THAT THE LEAK MAY HAVE CREATED, CLEAN, PAINT, OR REPLACE ANY LANDLORD. C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED ELSEWHERE. GENERAL CONTRACTOR, AT THIS DAMAGED COVERINGS AS REQUIRED TO MEET THE LANDLORD'S APPROVAL. 3. DOMESTIC HOOT AND COLD WATERR USE TYPE "L" HARD COPPER PkPE. CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. F NOTIFY THE LANDLORD IN WRITING FOR ANY SCHEDULING OF ANY TESTS OR DOWNTIME OF TI-IE EXISTING SPRINKLER SYSTEM. B, THIS CONTRACTOR 15 TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE PIPES ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION. IN THE ERECTION OF THE MAINS, SPECIAL CARE SHALL BE USED D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: 21 05 25 SUPPORTS,ANCHORS,AND SEALS PROVIDING SUPPORT AND PROPER ALLOWANCES SHALL BE MADE FOR EXPANSION. 1. NATIONAL ELECTRICAL CODE. C. ALL PIPE LINES MUST BE PROVIDED WITH A SUFFICIENT NUMBER OF FITTINGS OR UNIONS TO MAKE POSSIBLE DISASSEMBLY WITHOUT BREAKAGE OF 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 9OA. A. UL LISTED HANGERS, BEAM CLAMPS, HANGER RODS, PIPE ATTACHMENTS, AND PIPE SLEEVES SHALL BE PER SP-55. EQUAL MANUFACTURERS TO BE FITTINGS. 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. SIMPLEX GRINNELL, B-LINE, OR MICHIGAN HANGERS, 4, FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. D. ALL EXPOSED PIPING SHALL BE NEAT AND CAREFULLY ALIGNED WITH THE STRUCTURAL ELEMENTS OF THE BUILDING. NO OFFSETS OR OBLIQUE 5. STATE MECHANICAL CODE. B. ALL HANGER ASSEMBLIES SHALL BE UL LISTED AND FM APPROVED. BENDS WILL BE PERMITTED. DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE USED FOR LAYOUT WORK. 6. STATE BUILDING CODE 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. C. HANGER SPACING SHALL MEET NFPA-13 MINIMUM REQUIREMENTS. E. ALL LOW POINTS IN WATER PIPING TO HAVE DRAIN VALVES WITH STANDARD HOSE ATTACHMENTS, HOT AND COLD WATER PIPING IS TO PITCH B. LOCAL BUILDING CODE REQUIREMENTS. TOWARD THE NEAREST DRAIN VALVE. 9, BUILDING INSURING AGENCY REQUIREMENTS. 21 05 26 INTERIOR PIPE TUBE AND FITTINGS AND SPRINKLER HEADS 10. STATE PLUMBING CODE. F. ALL PIPES TO BE INSTALLED SHALL BE LOCATED AT SUFFICIENT DISTANCE FROM WALLS, OTHER PIPES, CONDUIT, DUCTWORK AND OTHER WASHINGTON SQUARE 11. NFPA. A. SPRINKLER HEADS: OBSTACLES TO AVOID INTERFERENCE AND TO PERMIT THE APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE OBTAINED AT THE PROPER TIME BY AND AT I. ALL SPRINKLER HEADS SHALL BE NEW, QUICK RESPONSE, U,L. LISTED, F.M. LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS G. MECHANICAL JOINT TYPE PIPING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 9555 SW WASHINGTON SQUARE RD THE EXPENSE OF THIS CONTRACTOR. MANUFACTURED BY STAR, RELIABLE, SIMPLEX-GRINNELL, VIKING, OR CENTRAL SPRINKLER CO. SPACE NO. T-13 2. ALL SPRINKLER HEADS SHALL BE RATED FOR 165.F UNLESS INDICATED OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. H. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE SILICONE "RTV" FOAM, F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND PUBLIC AUTHORITY WAVING JURISDICTION AND SHALL 3. "SALES" AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE TO MATCH CEILING. "3M" FIRE RATED SEALANTS OR EQUAL, 50 AS TO RETAIN THEIR FIRE RATING. TIGARD, OREGON 97223 OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND 4. "NON-SALES" AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE TO MATCH OTHER EXPENSES IN CONNECTION THEREWITH. CEILING. 22 13 16 HOT AND COLD WATER,SANITARY WASTE AND VENT PIPING G. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND NO MATERIALS OR 5. 'NON-SALES" NO CEILING SPRINKLER HEADS ARE TO BE CHROME UPRIGHT, ADJUSTABLE SCREW TYPE. EQUIPMENT SHALL D ORDERED UNTIL REVIEWED BY THE ENGINEER, LANDLORD AND/OR ARCHITECT. 6. "MALL BULKHEAD" AREA SPRINKLER HEADS ARE TO BE FULLY CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE TO MATCH A. BUILDING DRAIN, SOIL, WASTE AND VENT LINES SI-'ALL BE SERVICE WEIGHT CAST IRON PIPE WITH TYPE 304 STAINLESS STEEL CLAMPS AT CEILING. COUPLINGS. SCHEDULE 40 PVC MAY BE USED FOR SANITARY WASTE AND VENT PIPING WHERE ALLOWED BY LOCAL CODE AND WITH APPROVAL OF H. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT DOCUMENTS, THE REV!EN OF THE LANDLORD. PVC NOT ALLOWED IN RETURN AIR PLENUM. ENGINEER SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, PROVIDING B. PIPING: PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. B. VENT STACKS SHALL EXTEND THROUGH THE BUILDING, TERMINATING 12" ABOVE THE ROOF. STANDARD FLASH€NG SHALL BE EXTENDED 12" IN ALL I. SCHEDULE 40, BLACK STEEL PIPE, ASTM A-53 FOR FERROUS PIPING, WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. DIRECTIONS FROM THE VENT TERMINAL AND TURNED DOWN INTO VENT. FLASHING UNITS AS MADE BY STONEMAN CAULK TYPE NO. 51110-4 MAY BE I. PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY, SHOWING LOCATIONS AND PROPER OPERATION OF MAJOR ITEMS OF 2. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS FOR PIPES USED IN LIEU OF FIELD FABRICATED FLASHING. G H A FA R I EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING TO THE OPERATING INTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. LARGER THAN 2 INCHES. 3. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED UNIONS FOR PIPES 2 INCHES AND SMALLER, C. HORIZONTAL RUNS SHALL BE GIVEN AS STEEP A PITCH TOWARD THE OUTLET AS CONDITIONS WILL PERMIT BUT NOT LESS THAN I/$ PER FOOT. 4. MECHANICAL COUPLINGS AS MANUFACTURED BY VICTAULIC OR EQUAL ARE ACCEPTABLE, WHERE APPROVED BY CODE AND THE LANDLORD. J. WITHIN QO DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE 5. HANGERS SHALL COMPLY WITH LANDLORD AND CODE REQUIREMENTS, D. FULL "Y" BRANCH FITTINGS AND EXTENSION WITH BRASS NIPPLES AND FINISHED SCREW PLUGS FOR CLEANOUTS SHALL BE PLACED IN ACCESSIBLE BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT. POSITIONS AT ENDS OF HORIZONTAL LINES OF PIPE AND AT FOOT OF ALL VERTICAL LINES OF PIPE OR ELSEWHERE AS MAY BE REQUIRED BY THE 89 MONROE CENTER K. ANY REFERENCE TO TENANT OR TENANT'S CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO ALTAR'D STATE.. C. SPRINKLER SPACING SHALL NOT EXCEED 130 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH LANDLORD'S DESIGN CODE. CRITERIA. PIPE SIZING SHALL BE BASED ON NFPA ORDINARY HAZARD. SUITE 400 L. REFER TO RESPONSIBILITY SCHEDULE ON SHEET MI.1 FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. E. WHERE CLEANOUTS OCCUR IN FINISHED AREAS, THEY SHALL BE RECESSED AND COVERS TO BE FLUSH WITH THE FLOOR OR WALL. GRAND RAPIDS, MI 49503 USA D. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING INTERFERENCE WITH OTHER TRADES. TEL +1.616.771.0909 M. DEMOLITION F. HOT AND COLD WATER PIPING, ABOVE GROUND, SHALL BE TYPE "L" HARD COPPER TUBE WITH SOLDER FITTINGS. EXPOSED PIPING SHALL BE E. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE NEN REQUIREMENTS OF THIS DESIGN, CHROME PLATED BRASS. www.ghafari.com I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF EXISTING WORK. FIELD VERIFY AND COORDINATE ANY F. PROVIDE AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE LOCATION FOR THE SPRINKLER SYSTEM A5 REQUIRED OR REQUESTED BY G. ALL COPPER TUBING SHALL HAVE SWEAT JOINTS AND BE CLEAN OF SCALE AND FOREIGN MATTER BEFORE INSTALLATION. ALL ENDS OF TUBING TO EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. THE LANDLORD, LOCAL INSPECTOR, OR INSURANCE CARRIER. BE SWEATED SHALL BE REAMED, CLEANED AND BURNISHED TO REMOVE DIRT AND OXIDE. HARD cI5-5 SOLDER SHALL BE USED AND APPLIED TO THE N, WARRANTY AND GUARANTEEJOINTS ACCORDING TO STANDARD PRACTICE AND/OR MANUFACTURER'S RECOMMENDATIONS. SUITABLE ADAPTERS SHALL BE USED AT CONNECTION G. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY LEAKS IN ANY OF THE EQUIPMENT INSTALLED. ALL REPAIRS OR REPLACEMENT TO EQUIPMENT. I. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS CONTRACT AND SHALL MAKE GOOD REPAIR OF DAMAGES SHALL BE BY THIS CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. OR REPLACE AT NO ADDITIONAL COST ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THEE DATE OFH. EACH HOT AND COLD WATER BRANCH SHALL BE PROVIDED WITH A GATE VALVE SHUT-OFF AND EACH FIXTURE SHALL BE PROVIDED WITH A STOP CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION H. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD AND VALVE. OF EQUIPMENT. THE GENERAL CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING AND INSTALLATION AUTHORITIES HAVING JURISDICTION. TECHNIQUES WITH MANUFACTURERS) IN ORDER TO MAINTAIN MANUFACTURER'S WARRANTY, 22 41 16 STERILIZATION 2105 30 SPRINKLER PIPING SPECIALTIES 21 0513 COMMON WORK RESULTS FOR FIRE SUPPRESSION A. STERILIZE NEW DOMESTIC WATERLINES AFTER INSTALLATION A. PROVIDE ALL NECESSARY DRAINS. COORDINATE THE EXACT LOCATION WITH THE ARCHITECT AND LANDLORD PRIOR TO ANY INSTALLATION. LABOR TOOLS ADMINISTRATION INCIDENTALS AND B. FURNISH A CERTIFICATE OF STERILIZATION AND APPROVAL FOR HUMAN CONSUMPTION TO BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN A. MODIFY THE EXISTING SPRINKLER SYSTEM AND FURNISH ALL MATERIALS APPURTENANCES WHICH ARE REQUIRED TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL ITEMS TRANSPORTATION,OWORK CALLED FOR HEREIN OR B. TNI5 CONTRACTOR IS TO BECOME INFORMED OF TWE EXACT DIMENSIONS OF FINISHED WORK WHERE PIPES, DUCTS AND EQUIPMENT ARE TO BE THIS STATE, REGULARLY EMPLOYED BY THE TESTING LABORATORY. CERTIFICATE MUST BE GIVEN TO THE ENGINEER AND TENANT BEFORE FINAL SHOWN ON THE ACCOMPANYING DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR CONNECTING TO THE LANDLORD'S FIRE ALARM SYSTEM. COORDINATE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. PAYMENT WILL BE MADE. WITH LANDLORD'S APPROVED FIRE ALARM AND SPRINKLER CONTRACTORS. 22 05 00 PLUMBING GENERAL PROVISIONS C. STERILIZATION SHALL BE BY MEANS OF CHLORINE INJECTED INTO THE WATER SYSTEM NEAR THE SOURCE AND OUTLETS THROUGHOUT THE SYSTEM B. INCLUDE ANY MINOR ITEMS OF WORK NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIVE FIRE PROTECTION SYSTEM, SHALL BE TESTED TO PROVE PRESENCE OF MINIMUM REQUIREMENTS. LEAVE CHLORINE IN FOR 24 HOURS AND FLUSH OUR SYSTEM UPON COMPLETION REGISTRATION SEAL A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A PLUMBING SYSTEM COMPLETE AS INDICATED ON THE OF WORK. SEND DOCUMENTATION ON OFFICIAL LETTERHEAD OF TESTING LABORATORY TO TENANT AND ENGINEER AFTER STERILIZATION. C. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HAZARD CLASSIFICATION, AS WELL AS, THE QUANTITY, SPACING, AND DRAWINGS AND AS REQUIRED BY CODE AND AS SPECIFIED HEREIN. PROTECTED AREA LIMITATION OF SPRINKLER HEADS. CONTRACTOR SHALL FURTHER BE RESPONSIBLE FOR CONFIRMING HIS DETERMINATION WITH THE D. STERILIZATION SHALL BE PERFORMED UNDER THE IMMEDIATE SUPERVISION OF A HATER TESTING LABORATORY REGULARLY ENGAGED IN THE B. THE GENERAL CONTRACTOR, UNLESS OTHERNISE NOTED IS TO PROVIDE POWER HIRING FOR EACH ITEM OF ELECTRICAL EQUIPMENT AND MAKE FINAL SERVICE AND SHALL BE DONE ACCORDING TO THEIR INSTRUCTIONS. LANDLORD'S INSURING AGENCY AND THE LOCAL FIRE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. CONNECTIONS TO MOTORS. :yi(,HAN1C,�( E. PROVIDE CERTIFICATE OF STERILIZATION IN FINAL CLOSE OUT PACKAGE TO BE DELIVERED TO TENANT PROJECT MANAGER. Ed PROF D EXACT LOCATION OF LOCATE SPRINKLER HEADS IN CENTER OF CEILING TILE, USE ARMOVER ON ALL SPRINKLER BRANCH LINES TO ACCOMPLISH C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED ELSEWHERE. GENERAL CONTRACTOR, AT THIS �,3\K�' (}IN f`SS'j0 CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. 22 53 00 ELECTRIC WATER HEATER E. PROVIDE AN NFPA-13 APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN BUILDING, SYSTEM SHALL BE APPROVED BY THE LOCAL AND STATE FIRE Tat. .PE MARSHAL'S OFFICE, D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: A. FURNISH AND INSTALL ELECTRIC WATER HEATER AND ACCESSORIES, AS INDICATED ON THE DRAWINGS. I. NATIONAL ELECTRICAL CODE. B, TANK TYPE ELECTRIC WATER HEATER WITH GLASS-LINED TANK RATED AT 150 PSI WORKING PRESSURE, MAGNESIUM ANODE PROTECTION BRONZE F. THE INSTALLING CONTRACTOR SHALL BE LICENSED AND CERTIFIED IN THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS IN THIS STATE. s�� ^ 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 9OA. DRAIN VALVE, HIGH TEMPERATURE CUT-OFF SWITCH AND IMMERSION THERMOSTAT. ,EGON v G. THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ANY INSPECTION FEES, CHARGES, AND ANY OTHER GOVERNMENTAL FEES APPLICABLE. 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. 9'•',;,,,, 1 ,SCO Q' 4, FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS, C. FURNISH AND INSTALL A WATTS NO. LFN36 OR EQUAL, 3/4 VACUUM RELIEF VALVE ON THE COLD WATER SUPPLY LINE TO THE WATER HEATER. Q- H. THIS CONTRACTOR SHALL FILE ALL NECESSARY DRAWINGS, SPECIFICATIONS, CONTRACTOR'S MATERIAL AND TEST CERTIFICATES. S. STATE MECHANICAL CODE. INSTALL VACUUM RELIEF VALVE PER MANUFACTURERS RECOMMENDATIONS. QOU jl t�PF 3.��. (� 6. STATE BUILDING CODE, I THIS CONTRACTOR SHALL OBTAIN A CERTIFICATE OF INSPECTION AND APPROVAL AND SUBMIT TO THE ARCHITECT PRIOR TO TWE REQUEST FOR 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. D. FURNISH AND INSTALL A WATTS NO. LFIOL OR EQUAL, 3/411 TEMPERATURE AND PRESSURE RELIEF VALVE AND EXTEND DISCHARGE PIPE, FULL SIZE, �EXP113ES 4.3r7, ti FINAL PAYMENT. 5. LOCAL BUILDING CODE REQUIREMENTS. TO WITHIN 61' ABOVE THE MOP SINK OR FLOOR DRAIN. P. BUILDING INSURING AGENCY REQUIREMENTS. J. THIS CONTRACTOR SHALL PROVIDE ALL PRODUCTS AND LABOR REQUIRED TO COMPLETE THE INSTALLATION OF ALL FIRE PROTECTION SPRINKLER 10. STATE PLUMBING CODE. E. PROVIDE AMTROL EXPANSION TANK AS SIZED ON THE DRAWINGS. EQUAL PRODUCTS BY BELL AND GOSSETT OR ADAMSON MAY BE PROVIDED AT SYSTEMS. I1. NFPA. THE CONTRACTOR'S OPTION. K. FIRE PROTECTION PIPING AND EQUIPMENT LAYOUT SHALL BE COORDINATED WITH ALL EQUIPMENT, BOTH KNOWN AND UNKNOWN, AND EQUIPMENT E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE OBTAINED AT THE PROPER TIME BY AND AT 22 57 00 PLUMBING FIXTURES AND EQUIPMENT INCLUDED UNDER OTHER DIVISIONS OF THE SPECIFICATIONS. THE EXPENSE OF THIS CONTRACTOR. F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND PUBLIC AUTHORITY HAVING JURISDICTION AND SHALL A. VALVES TO BE AS FOLLOWS= L. ALL FIRE PROTECTION PIPING SHALL BE INSTALLED AS CONCEALED WORK, WHERE APPLICABLE. OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND I. 125 LB. 5.W.P. BALL AND CHECK VALVES: M. THE ARCHITECT RESERVES THE RIGHT TO CHANGE THE LOCATION OF ANY SPRINKLER HEAD DURING THE SUBMITTAL PROCESS EVEN IF THE MOVE OTHER EXPENSES IN CONNECTION THEREWITH. 2. FULL PORT BALL VALVES (2-I/2" AND SMALLER) - ALL BRONZE, TEFLON STEM SEALS AND SEAT, 1/4 TURN SHUT-OFF, VINYL COVERED SHOULD REQUIRE ADDITIONAL HEADS, G. PIPING AND EQUIPMENT LAYOUT 15 SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL AND OTHER CONDITIONS. DESIGN OF SYSTEM HANDLES, N. FILL ANNULAR SPACE BETWEEN SLEEVE AND PIPE OR INSULATION ON ALL PENETRATIONS THROUGH FIRE RATED WALLS. FIRESTOPPING MATERIALS MAY NOT BE CHANGED. ONLY EXACT LOCATION OF PIPING AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID IN 3. CHECK (2-1/2" AND SMALLER) - ALL BRONZE, SCREWED, HORIZONTAL SWING CHECK WITH BRONZE DISC. SHALL BE UL CLASSIFIED AND MEET THE REQUIREMENTS OF ASTM. THE METHOD OF INSULATION SHALL CONFORM TO UL FIRE RESISTANCE COORDINATION WITH WORK OF OTHER CONTRACTORS. B, VALVES SHALL BE MILWAUKEE VALVE. EQUAL PRODUCTS BY CRANE OR NIBCO MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. DIRECTORY, H. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND NO MATERIALS OR 0. CEILING GRID SYSTEMS SHALL NOT BE USED TO SUPPORT FIRE PROTECTION ITEMS, PIPING, OR ANY OTHER EQUIPMENT. EACH UTILITY AND THE EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY THE ENGINEER, LANDLORD AND/OR ARCHITECT. C. UNIONS TO BE AS FOLLOWS. CEILING GRID SYSTEM SHALL BE A SEPARATE INSTALLATION AND EACH SHALL BE INDEPENDENTLY SUPPORTED FROM THE BUILDING STRUCTURE. I GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THE TENANT/CONTRACTOR. I. UNIONS FOR COPPER PIPE TO BE 150 LB., ALL BRONZE, SOLDER END TYPE BY CHASE. EQUAL PRODUCTS BY NIBCO, ELKHART OR MUELLER WHERE INTERFERENCE OCCURS IN ORDER TO SUPPORT EQUIPMENT OR CEILING GRID SYSTEM, THIS CONTRACTOR MUST INSTALL TRAPEZE TYPE MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. HANGERS OR SUPPORTS WHICI1 SHALL NOT BE LOCATED WHERE THEY INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, LIGHT FIXTURES, ANDJCATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE ENGINEER'S CONTRACT DOCUMENTS. THE REVIEW OF THE 2. DIELECTRIC UNIONS BETWEEN FERROUS AND COPPER SHALL BE INSULATED TO PREVENT METAL-TO-METAL CONTACT AND SHALL BE J.OTHER MECHANICAL OR ELECTRICAL ITEMS. ENGINEER SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, PROVIDING MANUFACTURED BY WATTS. EQUAL PRODUCTS BY ZURN, P. INSTALL ALL SPRINKLER HEADS IN ROOMS IN AN ESTHETIC MANNER. SPRINKLER ARRANGEMENT SHALL BE PARALLEL AND PERPENDICULAR TO THE PROPER CLEARANCE, FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. D. WATER CLOSETS URINALS AND LAVATORIES SHALL BE VITREOUS CHINA BY AMERICAN STANDARD AS FURNISHED AND INSTALLED BY CONTRACTOR. BUILDING WALLS. COORDINATE WITH ARCHITECT AND TENANT. INSTALL PER ADA REQUIREMENTS. K. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW, SHOP DRAWINGS SHALL BEAR THIS CONTRACTOR'S CERTIFICATION THAT TH€S CONTRACTOR HAS Q. GENERAL CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD AFFECT TOE WORK. ALL DISCREPANCIES REVIEWED, CHECKED AND APPROVED THE SHOP DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE 22 57 13 INSULATION SHALL THEN BE REPORTED TO THE LANDLORD'S TENANT COORDINATOR PRIOR TO THE BID AWARD. PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THIS CONTRACTOR HAS VERIFIED ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA. GENERAL CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP A. PIPE INSULATION AND APPURTENANCES AND COVERINGS ON P#PES USED IN CHASES, SHAFTS OR OTHER CONCEALED SPACES IN TYPES I AND 2 R. INSTALLATION WILL NOT BE CONSIDERED COMPLETE UNLESS AND UNTIL WRITTEN ACCEPTANCE 15 RECEIVED FROM THE STATE FIRE MARSHAL AND DRAWINGS AS RECOMMENDED BY THIS CONTRACTOR AND THE GENERAL CONTRACTOR'S GUARANTEE WILL FULLY APPLY. THE LANDLORD'S INSURING AGENCY. CONSTRUCTION SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING TWENTY-FIVE (25) AND IN TYPE 3 AND 4 CONSTRUCTION NOT EXCEEDING L. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL SEVENTY-FIVE (75) AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY (50). 5. GENERAL CONTRACTOR TO MAINTAIN ONE SET OF DRAWINGS ON THE JOB TO BE USED STRICTLY FOR RECORDING ANY INSTALLATION DEVIATIONS TAKE INTO CONSIDERATION ALL SUCH CONDITIONS A5 MAY AFFECT THE WORK UNDER TI-16 CONTRACT. THE SUBMITTING OFA BID AUTOMATICALLY FROM THE CONTRACT DRAWINGS. IMPLIES THAT THIS EXAMINATION OF SITE HAS BEEN DONE. B. INSULATION SHALL BE JOHNS MANVILLE MICRO-LOK HP FIBERGLASS WITH FACTORY APPLIED ALL SERVICE JACKET WITH SELF-SEALING TAPE. INSULATION SHALL LIMIT NEAT LOSS TO 25 BTU/HR./SQ.FT. OF PIPE SURFACE WITH 55 DEGREES AMBIENT, AND SHALL BE 1/2" THICK ON COLD T. GENERAL CONTRACTOR IS RESPONSIBLE FOR DAILY CLEAN-UP AND REMOVAL OF FIRE PROTECTION DEBRIS FROM THE SITE WEEKLY. TWE PREMISES M. CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD AFFECT THE WORK. ALL DISCREPANCIES SHALL THEN BE WATER PIPING AND 1" THICK ON HOT WATER PIPING. APPLY INSULATION ALL THE WAY TO POINT OF CONNECTION AT EACH PIECE OF EQUIPMENT SHALL BE KEPT IN A NEAT AND ORDERLY CONDITION. REPORTED PRIOR TO THE BID AWARD. INCLUDING HOT WATER HEATER. U. GENERAL CONTRACTOR SHALL REVIEW AND FOLLOW ALL LANDLORD REQUIREMENTS, THE SUBMITTING OFA BID AUTOMATICALLY IMPLIES THAT THESE N. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE C. EXPOSED PIPE FITTINGS, ELBOWS AND VALVES SHALL BE INSULATED WITH ZESTON INSULATION AND HAVE FACTORY PREMOLDED PVC COVERS. BUTT REQUIREMENTS HAVE BEEN REVIEWED AND ARE IN THE BID PRICE AND INFORM LANDLORD IN ADVANCE OF ANY DOWN TIME. BUILDING LANDLORD. RECORD DRAWINGS SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, . THE JOINTS TOGETHER AND WRAP WITH 31" HIDE STRIP TAPE. GENERAL CONFIGURATION OF DISTRIBUTION SYSTEM INCLUDING SIZES. 03/08/19 DOC REL 02 - IFP V. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE "RTV" FOAM, D. INSULATION SHALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION HAS PROGRESSED SUFFICIENTLY TO INSURE AGAINST PHYSICAL OR "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO RETAIN THEIR FIRE RATING. 0. ANY REFERENCE TO TENANT OR TENANT CONSTRUCTION MANAGER, OR FURNISHED BY ANY OF THE ABOVE, REFERS TO ALTAR D STATE.. MOISTURE DAMAGE TO THE INSULATION. ALL INSULATION DAMAGED THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED BY THIS REV DATE DOC REL#:#- DESCRIPTION CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. 21 SHOP DRAWINGS P. REFER TO RESPONSIBILITY SCHEDULE ON SHEET M1,1 FOR INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH MAY AFFECT BID. E. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. A. CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S AND LANDLORD REVIEW SIX 6, COMPLETE COPIES OF THE CATALOG DATA AND/OR SHOP Q. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS O F. INSTALL INSULATION OVER ALL LANDLORD PIPING WITHIN DEMISED PREMISES. PROJECT# 187747 DRAWINGS FOR THE LISTED ITEMS OF EQUIPMENT AND ALL COMPONENTS TO BE USED IN THE WORK, INCLUDING SPECIFIC PERFORMANCE DATA, I. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE 2 MATERIAL DESCRIPTION, RATING, CAPACITY, WORKING PRESSURE, MATERIAL GAUGE OF THICKNESS, BRAND NAME, CATALOG NUMBER AND GENERAL USED. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THIS CONTRACTOR'S EXPENSE. G. INSULATION SHALL NOT BE APPLIED OVER FLANGES, JOINTS AND SEAMS IN PIPING. CONTINUE INSULATION TO POINT OF CONNECTION AT EQUIPMENT PROJECT MANAGER M. FREDERICK a. TYPE. THE SUBMISSION SHALL BE COMPILED BY GENERAL CONTRACTOR AND REVIEWED BY ENGINEER BEFORE ANY OF THE EQUIPMENT IS ORDERED. 2. THIS CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT CONSTRUCTION MANAGER FOR APPROVAL. SUBMISSIONS SHALL OR FIXTURE. co BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DESIGNED BY J. SMITH o 1. SPRINKLERS (AS REQUIRED) DELAYS OR CONFLICTS TO THE JOB'S PROGRESS, SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR AND THE SUB-CONTRACTOR H. INSULATION SHALL BE JOHNS MANVILLE. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, OWENS-CORNING OR KNAUF MAY BE FURNISHED AT THE 2. VALVES (AS REQUIRED) SHOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND CONTRACTOR'S OPTION. DRAWN BY J. SMITH 3. TSW ACHES (AS REQUIRED)MPER (AS REQUIRED) SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. 0) 4, WATERFLOWSWITC22 58 00 PLUMBING SYSTEM TESTING QUALCHECK J. JAAFAR O 5. HYDRAULIC CALCULATIONS (AS REQUIRED) R. DEMOLITION SHEET TITLE N 6. CONNECTIONS TO LANDLORD'S FIRE ALARM SYSTEM (WHERE REQUIRED). A. SYSTEM TESTING SHALL PROVIDE FOR THE FOLLOWING: c I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF EXISTING WORK. FIELD VERIFY AND COORDINATE ANY Z"-°%1 B. WHEN SUBMITTED FOR THE ARCHITECT15 REVIEW, SHOP DRAWINGS SHALL BEAR GENERAL CONTRACTOR'S CERTIFICATION THAT THEY HAVE REVIEWED, EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION, I. TEST NEW INTERIOR DOMESTIC WATER SYSTEM, PLUMBING L�J�11�MBING CHECKED AND APPROVED THE SHOP DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THE PROVISIONS 2, TEST ALL SOIL, WASTE, AND VENT PIPING. OF THE CONTRACT DOCUMENTS AND THAT THEY NAVE VERIFIED ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG 5, WARRANTY AND GUARANTEE 3. FURNISH ALL PUMPS FOR AIR AND WATER PRESSURE TESTS ALONG WITH GAUGES AND ANY OTHER REQUIRED TEST EQUIPMENT, NUMBER AND FIELD MEASUREMENTS AND SIMILAR DATA. GENERAL CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP DRAWINGS IS RECOMMENDED BY TNI5 CONTRACTOR AND THE GENERAL CONTRACTOR'S GUARANTEE WILL FULLY APPLY, I. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS CONTRACT AND SHALL MAKE GOOD, REPAIR B. UNDERGROUND LINES TO BE TESTED BEFORE CONCEALED, THIS CONTRACTOR SHALL REPAIR ANY LEAKS AND ALL DAMAGE RESULTING THEREFROM. FIRE PROTECTION N OR REPLACE AT NO ADDITIONAL COST ANY DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE OF C. © ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS THEREIN. ALL PROPOSALS SHALL CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND MISCELLANEOUS MATERIALS REQUIRED FOR THE INSTALLATION I. CHANGES IN AMBIENT TEMPERATURE WILL BE TAKEN INTO ACCOUNT NHEN TESTING UNDERGROUND PIPING, HOWEVER, THE VARIOUS SYSTEMS TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS THEY MAY AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OFA BID OF EQUIPMENT. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL PROPER HANDLING AND INSTALLATION SMALL BE THOROUGHLY INSPECTED FOR LEAKS BEFORE HYDROSTATIC PRESSURE TESTS ARE CONCLUDED. SPECIFICATIONS M AUTOMATICALLY IMPLIES THAT THIS EXAMINATION OF THE SITE HAS BEEN DONE. TECHNIQUES WITH MANUFACTURER(S) IN ORDER TO MAINTAIN MANUFACTURER'S WARRANTY. 2. INTERIOR WATER PIPING: HYDROSTATIC TEST AT 125 P5I AWWA PROCEDURES. Q B. SOIL, WASTE, AND VENT PIPING SHALL BE WATER AND SMOKE OR AIR TIGHT (STATE PLUMBING CODE), u 21 05 19 TESTS o C. MEASURE LEAKAGE BY METERING WATER REQUIRED TO MAINTAIN LINE PRESSURE. REMOVE AIR BEFORE TESTING. U) A. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING OF SPRINKLER PIPING PER NEPA. D. REPAIR ANY LEAKING JOINTS AND DEMONSTRATE ACCEPTABLE LEAKAGE TO SATISFACTION OF TENANT'S REPRESENTATIVE AND APPROVING riAUTHORITY. FLUSH ALL PIPING BEFORE PLACING INTO OPERATION. P3.0 SHEET NUMBER I ca 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160 0 100' 200' 0 200' 400' 0 400' 600' 0 500' 1000' 0 1000' 2000' 1".10'43- m 1 1"=20'-0" .ii ._. 1"=30'-0" 1 ,____.1 1"=40'-0" iNlr.-11 1 1"=50'_0 " 1-, 1"=6"" IMI-= 1 , 1"=80'-0" ,__Niall 1"=100'-0" l io 9 1"=200-0" d . 1"=400'-0" 1"=500'-0". ii _ iliiiPm 1"=1000-0" MOM SIR 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' • ' :1�/-1-0" i 1"=1'-0" �__ /"=1'-0" i ii"=1-0" Mall__ ¢=14" I1=1-0ice.___ /18=1-0 1,6.=1-0I� =1-0 _=1-0Min_ _ ..NEMMINN I. PROVIDE HONEYWELL VISION PRO STI-1832081103 WITH REMOTE SENSOR. MOUNT SENSOR AT 60"A.F.F. AND MOUNT RIN FROM ELOATED AND EIST IN CONTROLTAIRING FROM REMOTE E SENSOR THERMOSAT AT STORE MANAGR TO THERMOSTAT ANDA CO FICE AT 48"A.F.F. GENERL �ECTAPERTRCTORMANUFACTURERSFURNISH ANDINSTRUCTIONS. COORDINATE INSTALL PLENUM RATED16 EQUIPMENT TON W MOP SINKTOR OTN RAA-IJAAPPROVEDDRE EPTDOR. REFER DTOAPLUMBINGRFORCCONDENSATEXDRAINS. FCU ALTAR, ' CI EXACT LOCATION WITH TENANT. 17.® THERMOSTAT RETURN GRILLE GFM CUBIC FEET PER MINUTE 18, EXTEND NEVUTE I OUTS!pNG � A R DUCTUIPMENT AND FROM UNIT NIT TO EXISTING CONNECTION AT LANDLORD NPROV DEDFRESHG HEIGHT OR B LADIIR 5Y5TEMT STATE CLG CEILING 2. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR MOUNTED IN AREA aHOWN ON PLANS AT 6D 6 SENSOR ® COND CONDENSATE AFF. COORDINATE WITH ARCHITECTURAL FIXTURES PRIOR TO INSTALLATION. CONTROL SHALL BE PER MALL EMS AND MALL INTERLOCKEXHAUST GRILLE/FAN REQUIREMENTH PROVIDE 120V MOTORIZED DAMPER IN 0/A DUCT WITAIR HANDLER FAN, ADJUST DAMPER FOR SCHEDULED CARBON DIOXIDE SENSOR CONT CONTINUATION OUTDOOR AIR CFM DURING OCCUPIED HOURS. DAMPER TO CLOSE DURING UNOCCUPIED HOURS. VERIFY EXACT LOCATION AND CONTR CONTRACTOR 3, EXTEND FULL SIZED RETURN AIR DUCT FROM NEW AIR HANDLING UNIT TO 5'-0" AFTER �O DEGREE ELBOW AND COVER WITH ROUTING OF DUCT WITH ON-SITE LANDLORD REP. e DUCT SMOKE DETECTOR ACCESS DOOR COORD COORDINATE GS CONDENSER WATER SUPPLY EXPANDED METAL SCREEN. IS)-1.-- UNDERCUT DOOR CR CONDENSER WATER RETURN SPIN-IN FITTING CWS CHILLED WATER SUPPLY 4. SUPPLY DUCTS SHALL BE MADE FULL SIZE OF EQUIPMENT OPENING AND SECURELY CONNECTED TO UNIT WITH FLEXIBLE -C� DUCT OFFSET GWR CHILLED WATER RETURN DUCT CONNECTIONS. TRANSITION TO SIZE INDICATED ON PLANS AS REQUIRED. KI SPIN-IN FITTING W/ 2 J 7 MANUAL BALANCE DPR MANUAL BALANCE DPR DCW DOMESTIC COLD WATER IFF DIFFUSER 5. PROVIDE SMOKE DETECTOR IN RETURN AIR IF NOT ALREADY INSTALLED, WIRE TO SHUTDOWN EVAPORATOR FAN. WIRING TO 2--.4 TRANSITION DISC DISCONNECT FIRE ALARM BY FIRE ALARM CONTRACTOR. DUCTWORK �I FLEX DUCT CONNECTION DN DOWN 6. PLENUM RETURN (E) DUCTWORK azzi SUPPLY DUCT - UP DPR DAMPER EACH WASHINGTON SQUARE COND PhPE ® SUPPLY DUCT - DN EXH EXHAUST 7. FAN COIL UNIT IS EXISTING TO BE RELOCATED. CONTRACTOR TO CLEAN COOLING COIL * DRAIN PAN , REPLACE FILTER AND CONFIRM CHILLED WATER VALVE IS OPERATIONAL.CONTRACTOR IS RESPONSIBLE TO EXTEND CHILLED WATER SUPPLY AND role RA OR EXH, DUCT UP F DPR FIRE DAMPER RETURN TO EXISTING MALL SUPPLY AND RETURN AND CONNECT. 9585 SW WASHINGTON SQUARE RD HYDRONIC PIPE I.-----j RA OR EXH. DUCT DN FLEX FLEXIBLE SPACE NO. T-13 --- (E) I-IYDRONIC PIPE FLR FLOOR 9. ELBOW TURNING VANES GC GENERAL CONTRACTOR 8• 12"1) EXHAUST DUCT UP THROUGH CHASE ON 2ND FLOOR TO ROOF MOUNTED EXHAUST FAN. TIGARD, OREGON 97223 (E) WATER P#PE FIRE DAMPER (F DPR) HPMAXIMUMNOR 9.q. EXISTING MALL UTILITIES (DUCTWORK PIPING, CONDUIT ETC) BEING UTILIZED BY OTHER MALL TENANTS TO REMAIN. FIELD (E) SANITARY PIPE MAX MAXIMUM VERIFY EXACT LOCATION, ELEVATION, SIZE AND ALL OTHER REQUIREMENTS. -- - FP - SPRINKLER PIPE (E)/EX. EXISTING MCA MIN CIRCUIT AMPACITY (R) RELOCATED MIN MINIMUM 10. AIR DEVICE TO BE USED FOR ABOVE CEILING ACCESS AS REQUIRED. UPRIGHT SPRINKLER X'd) ROUND DUCT MTD MOUNTED HEAD AB ABOVE NTS NOT TO SCALE II. COORDINATE DUCT ROUTING WITH BEAM, JOIST, CEILING ELEVATION/SOFFIT. REFER TO REFLECTED CEILING PLAN SHEET CONCEALED SPRINKLER ACCU AIR-COOLED OA OUTSIDE AIR A3.0 4 A4.0. DO NOT LOCATE CEILING DIFFUSER AT CHANDELIER AREA. HEAD CONDENSING UNIT RA RETURN AIR AD ACCESS DOOR RTU ROOFTOP UNIT 12. ROUTE DUCTWORK THRU JOIST WEB, COORDINATE EXACT LOCATION. COORDINATE WITH EXISTING LANDLORD SYSTEM WITHIN • CONNECT TO EXISTING AFF ABOVE FINISHED FLOOR SA SUPPLY AIR AHU AIR HANDLING UNIT TV TURNING VANES TENANT SPACE AND ALL OTHER DISCIPLINES. G H A FA R I ® SUPPLY DIFFUSER ARCH ARCHITECT TYP TYPICAL 13. UNDERCUT DOOR 1" FOR AIRFLOW TYPICAL ALL FITTING ROOMS. SEISMIC BRACING REQUIREMENTS: BDD BACKDRAFT DAMPER WSHP WATER-SOURCE HEAT PUMP CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND BEL BELOW W/ WITH EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED 89 MONROE CENTER © SUPPLY DIFFUSER BLDG BUILDING 14. EXISTING CHILLED WATER CONNECTIONS TO REMAIN. WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "B" OF THE SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1q<18, PUBLISHED SUITE 400 15. FAN COIL UNIT IS EXISTING TO REMAIN. CONTRACTOR TO CLEAN COOLING COIL DRAIN PAN REPLACE FILTER AND BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. GRAND RAPIDS, MI 49503 USA CONFIRM CHILLED WATER VALVE IS OPERATIONAL. (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) TEL +1.616.771.0909 www.ghafari.com HVAC LEGEND AND ABBREVIATIONS I C MECHANICAL CODED NOTES ( # B FCU-I FCU-2 FCU--3 ( I ) CONTRACTOR NOTE q I { Q rr �� I L-7' � s" ~� T ^^T ^T I I ^ • CONCEALED SPACE AREA IS UTILIZED AS RETURN AIR PLENUM. I Q / I 8'4 .'I I I \ - .) - DUCTWORK INSULATION, WIRING, AND PIP WG SHALL BE PLENUM 7.- ii- 1 l > ! ,. • • RATED OR NON-COMBUSTIBLE. ► �OFFICE�® RG-2 } CONTRACTOR NOTE I I I I 1 1 1 S 1 1 i 1 1 5! 1 1 I I i i l l ��-��•��- -'� •' . 6 .�.�...•. loll ' '' :: .... _. ... !I:: • 100 • �� gll �`� 81,� I \ _t_______: ' JI + _ �� .;. . . . . . :_: : ::. . . . . . I IO REGISTRATION SEAL • _ - EI RG-2 , - • AIR OUTLETS TO MATCH FINAL CEILING/WALL FINISHES WHERE SD-3 - $ _ RG-1 POSSIBLE COORDINATE WITH ARCHITECT. `I� 150 u Co « .'Yj { .-.• _ 1 :110 ll . l p .40 RG-2 .` • , x \,!\.C.,, Y } i pp N :: RG 1' _ -fry- ':•:':'=2 ' '•::.•! :.'• - 40D ' :: :: : II 0 : _ D F w ( 1D } isl - SD L _ :- o CONTRACTOR NOTE .\\P�G; Fsnj } ; G F °� - I :I- 5D-4 :111.112151 6 sR-4 300 • CONTRACTOR SHALL FIELD VERIFY WHETHER ANY OF THE EXISTING50 ► 275 - • t{�_ RG-2 :: . . . . . . . .......... :: I; : : :_ T7585 PE 11)P - c> :' ,: DUCTWORK CAN BE REUSED BASED ONSROOFTOP UNIT LOCATION, ` _ CREDIT OWNER FOR ANY COST SAVING CONTRACTOR SHALL •�4I ,2 - o-• ( 10 ) - IO"�- f :: :: :: :: ;; :: : ' INCLUDE COST OF NEW DUCTWORK A5 PART OF BID. �r �r"E�- 4 cv • E 50 6,,,, : SR-4 - - �...::... :'. <r , '. �I i ,� 1 1.t QQ .: g :: 300 = - ... . . . . . . . .. . . . . . . . .. . . . . . . . .: . . . . . . . .. . . . . . . . . .. : . . . . . . . . . . . . .II p $ •- - a - R:�-2 :!" ,�' ;:. •• REFER TO 3.0, A4.0 FOR M. �.,� t-.. EXPIRES � ��7. i - - 9 $ SD-6 .. - , ,.-. 4 . . , - . .:, . , , . A ,, II REFLECTED ACEI LING PLAN AND i �' _9 300 L _i STRUCTURAL SURVEY NOTES r� :: q ((+� ; ' . . 0 RG-2 C {TY P- r12 1 r ® RG-2 % (TYP.) -_ '::- ..:....,-•:-:-.•. , • :. -- M2J U I !-1 . . . ® i t (TYP;): :. . ... - / 4 _ X0,1 (TYP.) - . • :: EDI-I-1:: :: 275 :: -- :: � . . . . . : : . . . • • • • • - • • v • .4Q. . . . . . . .. • - FCU-1 .- 2&"� :: 26r?I� :: S 400. . . ... . . . . . . . :: ::. . . . . . . . ::. . . . . . . . . . . . - © :OM . .�®�. :: 0 Ai 611 N •• •• Ivl . �- I .♦ I I 10"4 - ______ RG-2 " :: :: (TYP) • 2.1 . . . . . . . . . . . . . . .F� • 1. - 1 -i -' I I I i o rrr E fr x11 1 1 FCU-I 10 FCl__ - - - - 4 .. 11 -EDrrr 12"x12" IN :.: J .': 0 -�-�1, . 1, •• • •.. `, RG-1 0 • .(TYP;). . - - 10 n u •' 14x12 /V ) " �0 , dp L � _ 112 • -:- C� .:1C 1,.. ■ RG-I 1C!"0 • SD-1.' SD-1 SD-5 .. D-5 FCU-2 • ,:.. SR-5 SR-S 400 400 :. 400 . . =: ;: : : 400. . : :© i_i 300 300 de • 0 • ••:..:.. .• a . .! . . . . . . •:,- " " ' .. „, • 16 • 1a:: • • • �F. :I - - - ... _. • ... .. .. ... .. ... ii - :_: : :ISALEsI :_ :_0 • • N '-` • • • .:(TYP ):. •.. . . : .: X q C ) 03/08/19DOC REL 02 IFP ii C.y - :(:T:YP ): : ca REV DATEDOC REL## DESCRIPTION 3 • . I � N �+ ::, • • •• :: :. • : . .: _ . . . . . . • : : : PROJECT# 187747 • . • • - = • .. I • • • ... - SR-5 SR-5 = :: .. :: :. ... PROJECT MANAGER M. FREDERICK •,,, I_1: :I 300 300i41 112.1 • � allo i0"� x • {TYP) .. ... . . . . . .: 5g;5:.. . . . . . _. DESIGNED BY J. SMITH o •,I - .. :. 400 o DRAWN BY J. SMITH 101(F (tr \14 x12 A p 40 • .Co:: :: :1:::1:: . . :_ •:i C� : : ::: ■ .. rn : : QUALCHECK J. JAAFAR O o ' SD-1 SD-1 0 ::SD-5 • • . . . 404 - .. 400 .. 400 • :. :. • SHEET TITLE ie:. • I 5Nsi - - MECHANICAL 0 I:. ... ....._.............._......................,....:.:..'. ... ......I8....... ,.....:....:..........................,.....,..I.:1 ........_......=',P.= . 12"x12" 12"x12`1 :: ►12 • N +0 1 " " --- PLAN - 1ST FLOOR 1- --. 7 i o I // I------( 15 co IL _ _I - 3116" = 1'-0" M 1 . MECHANICAL PLAN - 1ST FLOOR SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 180' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10.-0" WilOgiii 1"-20'-0" Ii ..__... , P=30'-Cr rims rr.u.rwm 1'.=40'-'0' 1"=50.-0" 1"=50'-0" h.I A- , 1"=80'-0" I�-I 1"=1000" 1'=200'-0" 1 1 1"-400.0 �- 1"=500'-0" �r 1 1000'-0" , �._.-.� I � - maps_._._..� 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 18' 0 16' 32' 0 16' 32' 11".1'-0" rrrrrr 1"=1'-0' i-- _ , %,"'1'-0" _ '�"=1'-0" r•r. �. U--"I'-0" i✓ ti"=1'-0" rrrl %e"=1'-0" i• �"=1'-o" .. '/32"=1'-0" 0' .em I. PROVIDE HONEYWELL VISION PRO 8TH8320R1103 WITH REMOTE SENSOR. MOUNT SENSOR AT 60"A.F.F. AND MOUNT THERMOSTAT AT A LTA R5 a STORE MANAGER OFFICE AT 48"A.F.F. GENERAL CONTRACTOR TO FURNISH AND INSTALL PLENUM RATED CONTROL WIRING FROM REMOTE SENSOR TO THERMOSTAT AND CONNECT PER MANUFACTURERS INSTRUCTIONS. COORDINATE EXACT LOCATION WITH TENANT, ® TI-IERM05TAT Ei RETURN GRILLE CFM CUBIC FEET PER MINUTE 2. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL TEMPERATURE SENSOR MOUNTED IN AREA SHOWN ON PLANS AT BOO" AFF. CONTRACTORNOTE CLG CEILING COORDINATE NITH ARCHITECTURAL FIXTURES PRIOR TO INSTALLATION. CONTROL SHALL BE PER MALL EMS AND MALL REQUIREMENT s TAT E ® SENSOR GOND CONDENSATE EXHAUST GRILLE/FAN 3. EXISTING WATER SOURCED HEAT PUMP TO REMAIN. CONTRACTOR SHALL CLEAN COOLING COIL AND DRAIN PAN. REPLACE FILTER AND • CONCEALED SPACE AREA IS UTILIZED AS RETURN AIR PLENUM. CARBON D40XIDE SENSOR CONT CONTINUATION CONFIRM CONDENSING WATER VALVE IS OPERATIONAL. DUCTWORK, INSULATION, WIRING, AND PIPING SHALL BE PLENUM CONTR CONTRACTOR RATED OR NON-COMBUSTIBLE. 0 DUCT SMOKE DETECTOR ® ACCESS DOOR COORD COORDINATE 4. EXISTING SUPPLY, RETURN, OUTSIDE AIR DUCT AND DIFFUSERS TO REMAIN. CONTRACTOR TO CLEAN AND PAINT. CONTRACTOR TO CS CONDENSER HATER SUPPLY COORDINATE PAINT COLOR WITH OWNER REPRESENTATIVE. 0-1,-- UNDERCUT DOOR SPIN-IN FITTING CR CONDENSER WATER RETURN ill CONTRACTOR NOTE GWR CHILLED HATER SUPPLY �-�� DUCT OFFSET GWR CHILLED WATER RETURN 5. DIFFUSER TO BE RELOCATED AS SHOWN. MODIFY EXISTING DUCT BRANCH AS REQUIRED FOR NEW LOCATION AND CEILING LAYOUT, 1*� SPIN-IN FITTING W/ CONTRACTOR TO ENSURE DIFFUSER IS LOCATED BEHIND ARCHITECTURAL PIER OUT OF PUBLIC VIEW. 2 j 2 MANUAL BALANCE DPR 11 MANUAL BALANCE DPR DCN DOMESTIC COLD HATER DIFF DIFFUSER • AIR OUTLETS TO MATCH FINAL CEILING/WALL FINISHES WHERE2-44-2 TRANSITION 6. SMOKE DETECTOR IN RETURN AIR (IF NOT ALREADY INSTALLED), WIRED TO SHUTDOWN EVAPORATOR FAN, HIRING TO FIRE ALARM POSSIBLE. COORDINATE W1TH ARCHITECT. I• l FLEX DUCT CONNECTION DISC C DISCONNECT BY FIRE ALARM CONTRACTOR. DUCTWORK =3 SUPPLY DUCT - UP DPR DAMPER 7. 12" EXHAUST DUCT FROM BELOW ROUTED THROUGH CHASE UP TO ROOF MOUNTED EXHAUST FAN. WASHINGTON SQUARE - - (E) DUCTWORK EA EACH GOND PIPE SUPPLY DUCT - DN EXH EXHAUST CONTRACTOR NOTE HYDRONIC PIPE n RA OR EXH. DUCT UP F DPR FIRE DAMPER FLEX FLEXIBLE 9585 SW WASHINGTON SQUARE RD • CONTRACTOR SHALL FIELD VERIFY WHETHER ANY OF THE EXISTING (E) HYDRONIC PIPE I� RA OR EXH. DUCT DN FLR FLOOR SPACE NO. T-13 DUCTWORK CAN BE REUSED BASED ON ROOFTOP UNIT LOCATION. (E) WATER PIPE ,rn ELBOW TURNING VANES GP GENERAL CONTRACTOR TIGARD, OREGON 97223 HORSEPOER CREDIT OWNER FOR ANY COST SAVINGS. CONTRACTOR SHALL --- FIRE DAMPER (F DPR) MAX MAXIMUM INCLUDE COST OF NEN DUCTWORK AS PART OF BID. — — (E) SANITARY PIPE (E)/EX. EXISTING MCA MIN CIRCUIT AMPAGITY — — FF — SPRINKLER PIPE (R) RELOCATED MIN MINIMUM UPRIGHT SPRINKLER X"0 ROUND DUCT MTD MOUNTED HEAD AB ABOVE NTS NOT TO SCALE CONCEALED SPRINKLER ACCU AIR-COOLED OA OUTSIDE AIR. HEAD CONDENSING UNIT RA RETURN AIR SEISMIC BRACING REQUIREMENTS AD ACCESS DOOR RTU ROOFTOP UNIT CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND Z CONNECT TO EXISTING AFF ABOVE FINISHED FLOOR SA SUPPLY AIRG H A FA R I EQUIPMENT AS REQUIRED BY LOCAL CODES, ALL DUCTWORK AND PIPING SHALL BE PROVIDED AHL AIR HANDLING UNIT TV TURNING VANES KITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "B' OF THE ® SUPPLY DIFFUSER ARCH ARCHITECT TYP TYPICAL SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED lqq8, PUBLISHED BDD BACKDRAFT DAMPER WSHP WATER-SOURCE HEAT PUMP BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. SUPPLY DIFFUSER BEL BELOW W/ WITH • 89 MONROE CENTER (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) O BLDG BUILDING SUITE 400 GRAND RAPIDS, MI 49503 USA TEL +1.616.771.0909 HVAC LEGEND AND ABBREVIATIONS 1 C MECHANICAL CODED NOTES ( # , B www.ghafari.com NOTE: REFER TO A3.0, A4.0 FOR _ REFLECTED CEILING PLAN AND STRUCTURAL SURVEY NOTES i. . -T i. T ...Al... • REGISTRATION SEAL l j EX EX EX � 280 2q0 4 2W jr R LOCATED 1— —1 / \ r {T4 �( 1j 550 1 "\v. PROFF��i x ::j �± r! 5 I 4--l' �-r �' �GINF 0 ]: j-it _ 60 �� 775 EX EX EX 4L_=� _ ), I 280 - 2q0 280 . -:., .ICFs 6.3o .K., :: : , , , , . . . . . . . I. :1 : 3: I I. I ISTOCK I 1111 . 11 1 : 11 : ! 1 , :1111 1 11 F • I • I � ' � J l 1 l I 11 . . 111111 : , ,I I I . ., .. II IP,--J —11 -- EX EX I .. .I. ..... .. .. .. . . .. .280,;: :• • 2q04 280_A ) �.. T :: :: I. \ _/ (TYP.) F �II 5: e �L�, II, i IC 1 :: EX :: :: :: EkC FX I RELOCATED c ::: 25O :: • -2's — --- -- 280 �'-1. �1 550 — �:;: T. rEDE-I-3 [ . � :, . . . . . . . . . . . . . . . . ::. ...._ ': 03/08/19 DOC REL 02 - IFP I © I .. REV DATE DOC REL## DESCRIPTION I O �II � 1 I . . . . . . . . . . . . . . .. :11111 = 111 1 - PROJECT# 187747 '- - PROJECT MANAGER M. FREDERICK N - DESIGNED BY J. SMITH o i = - a ' :: DRAWN BY J. SMITH ZS I I - 1 ;: :. QUALCHECK J. JAAFAR N ° LSHEETTITLE — J T rt 4 FCU-3 II (TYP.) 1 : : 11F 111 . . . , I I 11111 : 111 : 1 : 1 4 1131 co —N - I I (TYP.) MECHANICAL W I — - PLAN - 2ND FLOOR 1 I ,' 1 1 oL - � - � - 311611 = 11-01! M1 . 1 MECHANICAL PLAN - 2ND FLOOR SHEET NUMBER 6 - 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 3 500' 1000' 0 1000' 2000' 1.=10'-0. 1 i 1„_20-0.. rri 1..=30.-0” rrrr irlr 1"=40'-0" ii 1"=51-0" i 1"=60'-0" i 1"=80'-0' i m..mi 1"=100.-0' i I 1"=200'-0" i . 1"=400'-0" raw--ii...iEMEEN 1,=500-0, r1rmi.__..,i1,=1000,-0" ii 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 18' 0 8' 16' 0 16' 32' 0 16' 32' 11h"-1'-0" INE i 1""V-On i__ ffmtimm, 1 %a"=1'-0" amii le=1'-0" iiimin,.,-.^._ 1 3i>i'�1'-0" I 1/4"=1'-0" 3/6''=1'-0" 1 is=1._0„ . ....! 34$=1'-0" .,. v=1.-0.. . FAN SCHEDULE TITUS AIR DISTRIBUTION DEVICES AIR HANDLING UNIT SCHEDULE - CHILLED Design MARK EF-3 CATALOG SIZE MOUNTING MATERIAL BORDER MARK FCU-I FCU-2 FCU-3 ALTAR , C1 g MANUFACTURER COOK MARK NUMBER DAMPERSTYLE MANUFACTURER CARRIER CARRIER CARRIER MOD. NECK CEILING OTHER STEEL ALUM. City Name _._ Portland MODEL 100C15DM MODEL s 39LA12 39LA08 39LA10 Location Oregon STATE TYPE ROOF SD-I R-OMNI 27"� 10"0 • • B A NOMINAL TONNAGE 15 10 12.5 Latitude 45.6 Deg. DRIVE TYPE DIRECT SUPPLY AIR FLOW (CFM) 4800 3500 4500 Longitude 122.6 Deg. PERFORMANCE SD-2 R-OMNI 18 8 • • B A OUTSIDE AIR FLOW (CFM) 600 400 350 Elevation 39.0 ft AIR FLOW (CFM) 325 " " "� • • - A EXT. S.P. (IN, KC.) 0,5 0.8 0.5 SD-3 Summer Design Dry-Bulb 90.0 °F EXT. STATIC (IN N.C.) 0.8 OMNI 12x12S CHILLED WATER COOLING COIL Summer Coincident Wet-Bulb_- � _--------_.67.0 °F Summer Daily Range 21.6 °F RATED AMPS 1.0 SD-4 OMNI 12"x12" 6"0 • • - AMAX FV FPM -- --'C ) -- Winter Design Dry-Bulb __ _.__ 22.0 °F ELECTRICAL EAT (°FDB/WB) 77.0 / 62,5 77.0 / 62.8 77.0 / 62,8 Winter Design Wet-Bulb 18.4 °F VOLTS/WI-1Z 120/1/60 SD-5 R--OMNI 271'd) 10"4) DUCT • B A LAT ('EDB/NB) 54.1 / 54.1 54.1 / 54.1 55.8 / 54.5 Atmospheric Clearness Number 1.05 RATED WATTS 121 APD (IN W.C.) 0.88 0.85 0.88 Average Ground Reflectance____ 0.20APPROX. WEIGHT (LHS) 23 SD-6 R-OMNI 12"0 10"0 • • B A ENT (°F) 47.0 47.0 47.0 Soil Conductivity 0.800 BTU/(heft• °F) Local Time ZoneGMT+1-N hours). _8.0 hours SERVES LOUNGE/RR „ „ „ LWT (°F) 52.4 52.9 52.5 ( 5R-4 300 RL 14 x10 12 x8 DUCT • A A Consider Daylight Savings Tuve _.. __Na ACCESSORIES 1,2 _._ FLOW (GPM) 26.4 26.4 26.4 WASHINGTON SQUARE Simulation Weather Data NM NOTES B,C RG-1 OMNI 24"x24" 15"0 • • - BWPD F7. HD.( ) 3.0 3.0 3.0 Current Data is _ 2001 ASHRAE Handbook 9585 SW WASHINGTON SQUARE RD Design Cooling Months_ _ ry to December ACCESSORIES: TOTAL (MBH) 120.0 80.0 110.0 SPACE NO. T-'!3 Janna 1. PROVIDE NITH INTEGRAL BACKDRAFT DAMPER, RG-2 OMNI 12"x12" 8"0 • • - B SENSIBLE (MBH) 120.0 80.0 103.9 • PLUG TYPE DISCONNECT SWITCH, SPEED CONTROL ELECTRIC HEAT DUCT HEATERS TIGARD, OREGON 97223 AND ROOF CURB. TG-I 355 RL 24"x24" 22"x22" • • - A Air System Information 2. GENERAL CONTRACTOR TO FURNISH AND INSTALL MODEL. QUA SLIP-IN QUA SLIP-1N QUA SLIP-IN Air System Name Total Number of zones _1 VIBRATION ISOLATION AS REQUIRED. TITUS 4'-0" Equipment Class ________UNDEF Floor Area 8275.0 ft2 SR-5 6"0 • • - A INPUT (KN) 17.5 5.0 15.0 Air System Type _ SZCAV Location_ Portland,Oregon NOTES: ML.-3q 2-SLOT VOLTS/cP/HZ 460/3/60 460/3/60 460/3/60 A. INTERLOCK OPERATION NITH LIGHTS. FLA (AMPS) 21-1 13.0 18.1 Sizing Calculation Information B CONTRACTORND INSTALLED BY GENERAL NOTES (APPLY TO ALL AIR DISTRIBUTION DEVICES): roc', (AMPS) • 30 20 30 Calculation Months _Jan to Dec Zone CFM Sizing Sum of space airflow rates C. INTERLOCK OPERATION WITH TIME CLOCK. SYMBOL KEY / MARK: OUTPUT (MBH) 59.7 17,1 51,2 Sizing Data Calculated Space CFM Sizing Individual peak space loads FIRST LETTER: S-SUPPLY R-RETURN E-EXHAUST T-TRANSFER STAGES 3 3 3 SECOND LETTER: D-DIFFUSER R-REGISTER 0-GRILLE ELECTRICAL G H A FA R I Central Cooling Coil Sizing Data CATALOG NUMBERS REFER TO TITUS AIR DEVICES. VOLTS/cP/HZ 460/3/60 460/3/60 460/3/60 Total coil load -23.4 Tons Load occurs at Jun 1500 MOTOR (HP) 5 5 5 Total coil load 281.1 MBH OA DB/WB89.0/67.0 °F PROVIDE DIRECTIONAL BLOW FOR AIRFLOW OTHER THAN 4-WAY. SEE DETAIL ON 89 MONROE CENTER Sensible coil load_____ 271.3 MBH Entering DB/WB. 75.1 /61.9 °F THIS SHEET. FLA (AMPS) 7.3 7.3 7 3 SUITE 400 Coil CFM at Jun 1500 12800 CFM Leaving DB/WB _55.4/54.2 °F MOCP (AMPS) 10 10 10 GRAND RAPIDS, M1 49503 USA Max block CFM 12800 CFM Coil ADP ___ ___ 53.2 °F SEE ARCHITECTURAL SHEETS FOR FINISH COLOR, IF NO COLOR IS SPECIFIED, MAX. WEIGHT (LBS) EXISTING EXISTING EXISTING Sum of peak zone CFM 12800 CFM Bypass Factor 0.100 PROVIDE FACTORY PRIMED DIFFUSER FOR FIELD PAINT. TEL +1.616.771.0909 Sensible heat ratio 0.965 Resulting RH 50 % ACCESSORIES EXISTING EXISTING EXISTING www.ghafari.com CFMITon 546.4 Design supply temp. 64.9 °F DAMPER (FURNISHED WITH AIR DEVICE AND OPERABLE FROM FACE): NOTES A,E,F,H A,E,G A,E,G tt/Ton 353.2 Zone T-stat Check .1 of I OK A. OPPOSED BLADE RECTANGULAR BALANCE DAMPER. ACCESSORIES: BTU/(hr•it2)_ 34.0 Max zone temperature deviation 0.0 °F B. RADIAL SLIDING BLADE BALANCE DAMPER. 1. FACTORY PROVIDED CONTROLS (FREEZE STAT, FAN PROVING SNITCH, Water flaw @ 10A°F rise__-_ _56.25 gpm C. FIRE DAMPER NITH VOLUME CONTROL, UNIT CONTROLLER, ETC.). 2. FACTORY FURNISHED (FIELD INSTALLED) ELECTRIC HEATER WITH BORDER STYLE: SINGLE POINT POWER/CONTROLS CONNECTION IN REHEAT POSITION. A. SURFACE MOUNTED. 3. FACTORY FURNISHED (FIELD INSTALLED) SPACE REMOTE SENSOR. Load occurs at Nov 2300 4. FACTORY FURNISHED (FIELD INSTALLED) MIXING BOX SECTION WITH BTU/(heft') 25.2 B. LAY-IN - PROVIDE WITH TITUS MODEL #TRM-S FRAME FOR DRYWALL ACTUATOR(S) AND SINGLE POINT POWER/CONTROLS CONNECTION. Ent.DB/LvgDB __ 54.7169.8 °F CEILING MOUNTING. SEE DETAIL ON THIS SHEET. 5. FACTORY FURNISHED (FIELD INSTALLED) CHILLED WATER CONTROL VALVE WITH CLAMP-ON PIPE TEMPERATURE CONTROLLER. G. LAY-IN FRAME FOR T-BAR CEILING. 6. FACTORY PROVIDED SIX ROW 156 FINS/FOOT CHILLED WATER COIL. 7. FACTORY PROVIDED EIGHT RON, 156 FINS/FOOT CHILLED HATER COIL. 5. CONTRACTOR FURNISHED AND INSTALLED DISCONNECT/STARTER. Supply Fan Sizing Data Actual max CFM 12800 CFM Fan motor BHP 0.00 BHP NOTES: Standard CFM 12782 CFM Fan motor kW__ 0.00 kW A, HIRING OF CONTROLS TO BE BY GENERAL CONTRACTOR. Actual max CFM/ft2 1.55 CFMIR2 Fan static _ 0.00 in wg B. GENERAL CONTRACTOR SHALL COORDINATE WITH NATIONAL ACCOUNT VENDOR FOR UNIT START-UP BY A FACTORY TRAINED TECHNICIAN. C. REFER TO CONTROL HIRING SCHEMATICS FOR ANY FIELD INSTALLED REGISTRATION SEAL CONTROL DEVICES NOT FACTORY INSTALLED. Outdoor Ventilation Air Data D. REFER TO DETAILS MANUFACTURER INSTALLATION INSTRUCTIONS, Design airflow CFM.... 1350 CFM CFM/person _23.28 CFM/person LANDLORD REQUIREMENTS AND SPECIFICATIONS FOR CONTRACTOR CFM/ft2..._ ___..0.16 CFM/ft2 FURNISHED AND INSTALLED PIPING ACCESSORIES NOT FACTORY PROVIDED (BALANCING VALVE, STRAINERS TEST PORTS ETC) E. FIELD SET MINIMUM OUTSIDE AIR AS SPECIFIED ABOVE, OUTSIDE AIR DAMPER SHALL FULLY CLOSE ON UNIT SHUTDOWN. � PROF E6,GENERAL CONTRACTOR TO PROVIDE ALL STRUCTURAL SUPPORT, �,tQC?INF fS`'iD G. FAN COIL UNIT IS EXISTING TO REMAIN. CONTRACTOR TO CLEAN DESIGN COOLING DESIGN HEATING COOLING COIL t DRAIN PAN REPLACE FILTER AND CONFIRM V ( �iQ COOLING DATA AT Jun 1500 HEATING DATA AT DES HTG CHILLED HATER VALVE I5 OPERATIONAL. H. FAN COIL UNIT IS EXISTING TO BE RELOCATED. CONTRACTOR TO 77585 PE VA COOLING OA DB 1 WB 89.0°F 167.0°F HEAT1NG OA DB f WB 22.0°F 118.4°F CLEAN COOLING COIL * DRAIN PAN , REPLACE FILTER AND CONFIRM Sensible Latent Sensible Latent CHILLED HATER VALVE IS OPERATIONAL.CONTRACTOR IS c --.. ZONE LOADS Details (BTUIhr) (BTUIhr) Details (BTUfhr) (BTUIhr) EXISTRESPONSIBLE NG IB ALTO SUPPLY EXTEND AND IRETURNLLED AAND CONNECT.TER SUPPLY AND RETURN TO OTI:GON Window&Skylight Solar Loads 520 ft2 17515 - 520 ft2 - - ,"��lp�� 15•^.i`� Q. 'Wall Transmission 528 ft2 584 - 528 ft2 1091 - 6Q°U M. S�AFP ��4e► Roof Transmission 2795 ft2 18176 - 2795 ft2 16050 - r (Window Transmission 520 ft2 2595 - 520 ft2 9485 - !EXPIRES (0-30-1.A 1 (Skylight Transmission 0 ft2 0 - 0 ft2 0 - Door Loads 84 ft2 1124 - 84 ft2 1855 - IFloor Transmission 5145 ft2 0 - 5145 ft2 2212 - Partitions 0 ft2 0 0 ft2 0 'Ceiling 0 ft2 0 - 0 ft2 0 - IOverhead Lighting 6206 W 21175 - 0 0 - ITask Lighting 0 W 0 - 0 0 - Electric Equipment 4385 W 14962 - 0 0 - !People 58 13340 6960 0 0 0 I Infiltration 2933 265 8283 0 (Miscellaneous - 0 0 - 0 0 'Safety Factor Zone 5°k 15°i6 4620 361 5% 1949 0 2014 OREGON MECHANICAL SPECIALTY CODE (QED ON IMC 2012) Isa Total Zone Loads 97024 7586 40923 0 Zone Conditioning - 90691 758E - -29286 0 'Plenum Wall Load 0% 0 - 0 0 - VE \ TLATON J C - EDv L E ( ALL PROVIDED ) Plenum Roof Load 0% 0 - 0 0 - Plenum Lighting Load 0% 0 - 0 0 - Retum Fan Load 12800 CFM 0 - 12800 CFM 0 - Ventilation Load 1350 CFM 22672 2237 1350CFM 29853 0 PEOPLE OUTDOOR REQUIRED REQUIRED ACTUAL Supply Fan Load 12800 CFM 0 12800 CFM 0 ROOM OCCUPANCY FLOOR AREA OUTDOOR AIRFLOW RATE OCCUPANT PEOPLE OUTDOOR EXHAUST EXHAUST PROVIDED MEC(-IANICAL Space Fan Coil Fans o - 0 AREA AIRFLOW RATE DENSITY Pz RATE EXHAUST Duct Heat Gain/Loss 0% 0 - 0% 0 NAME CATEGORY Az (FT2) Ra (CFM/FT2) Rp (#/1000FT2 (PEOPLE) AIRFLOW Vbz (CFM) (CFM/FT2) (CFM)AIRFLOW AIRFLOW UNIT {cFM/P) ) as Total System Loads - 113362 9823 - 567 0 (CFI) Central Coding Coil - 271299 9823 - 0 0 Central Heating Coil - -157937 - - 0 - SALE SALES 3805 0.12 7.5 15 58 885 - - 0 FCU-1$2 >>Total Conditioning - 113362 9823 - 0 0 Key: Positive values are cig loads Positive values are htg loads WARDROBE DRESSING 619 _ - - - - 0,25 155 0 EF-I Negative values are htg loads Negative values are cig loads LOUNGE ROOM NON-SALES STORAGE 639 0.12 - - - 77 - - 0 FCU-1 OFFICE OFFICE 39 0.06 5.0 5 1 7 - - 0 FCU-1 03/08/19 DOC REL 02- IFP REV DATE DOC REL##- DESCRIPTION CORRIDOR CORRIDOR 108 0.06 - - - 7 - - 0 FCU-1 - GO BACK STORAGE 43 0.12 - - - 5 - - 0 FCU-I PROJECT# 187747 2 VESTIBULE CORRIDOR 119 0.06 - - - 7 - - 0 FCU-1 PROJECT MANAGER M. FREDERICK 0 0.1 2ND BY J. SMITH 0 2ND FLOOR STORAGE 2795 0.12 - - - 335 - - 0 FCU-3 o STOCK DRAWN BY J. SMITH co TOILET - QUALCHECK J. JAAFAR RESTROOM I 54 - - - - - 70/FIXTURE 70 75 EF-I N PUBLIC SHEET TITLE =' TOILET - "" RESTROOM 2 PUBLIC 54 - - - - - 70/FIXTURE 70 75 EF-1 co TOTAL 8275 1323 295 150 MECHANICAL 0 N SCHEDULES 07 SEISMIC BRACING REQUIREMENTS; QCONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGHTING AND EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED p WIT(-I SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SNL) "B" OF THE U) SEISMIC RESTRAINT MANUAL.: GUIDELINES FOR MECHANICAL SYSTEMS, DATED 1695, PUBLISHED Q BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. ri M2.O (SMAGNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) Q Q ' SHEET NUMBER I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 180' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1°=10'-0" imiii�_. , 1"=20'-0" ,rte 1"=30'-0" I�-Ai 1"=40'-0" i , 1"=54'-0" -imimm . , 1"=60'-0" , 1-=80.-0. , 1"=100'-0" ii_ immil , 1"=200'-0" ammi , 1"=400•-0" I 1"=500'-0" i 1 1"=1000'u" 111 Iia 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 18' 32' i'¢"=i'-0" rrrrrrr i 1"=i'-0"rrr� Annimmor 1/4"=1'-0•iNimiNN l"=1'-0" 1mini 1 1 , 3S"=i'-0" l"=V-0" s err 1e"=1'-0" imm� 1,C=1'-0" , 31332"=1'-0" i fe'=1'-0" ISI.... Al (' SEISMIC BRACING REQUIREMENTS: L T A R CONTRACTOR SI-TALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK, PIPING, LIGI-4TING AND EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED STAT WITH SEISMIC RESTRAINTS IN ACCORDANCE WITI-I SEISMIC 1•-IAZARD LEVEL (St-{L) "B" OF THE SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECI-IANICAL SYSTEMS, DATED IggB, PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) WASHINGTON SQUARE 9585 SW WASHINGTON SQUARE RD SPACE NO. T-13 LOCKING QUADRANT VOLUME DAMPER. PROVIDE WITH TIGARD, OREGON 97223 3" EXTENDED SHAFT, HANDLE AND COLLAR. INSTALL VANES PRE-ASSEMBLED ON RUNNER PLATES (TYP) TO S.A. MAIN AT TI-41S LOCATION IF TAP IS INACCESSIBLE. USE GALVANIZED VANES FOR GALVANIZED OR SHEET METAL ELBOW REQUIRED ALUMINUM DUCTS (TYP) SPIRAL DUCT I —PLATE SAME GAUGE AS DUCT (TYP) ROUND „ MAIN DUCT �.�R 9 18" LONG ORANGE MARKER 4 ~` FLOW / TAPE ATTACHED TO DAMPER :.� G H A FA R I 1 I TO IDENTIFY LOCATION >` SPIRAL DUCT SECURED TO DIFFUSER COLLAR WITH A re I �� /" MINIMUMTAPE AND MASTIC (3) SHEET METAL SCREWS, DUCT VOLUME DAMPER FURNISHED WITH r,( ��r 89 MONROE CENTER SUPPLY REGISTER yi 4 r V ( ,� l ( TRANSITION FROM DUCT SIZE TO DIFFUSER NECK SUITE 400 SUPPLY REGISTER SURFACE �' / ------- SIZE AS NECESSARY GRAND RAPIDS, MI 49503 USA MOUNTED TO DUCT r /// TEL +1.616.771.0909 3-I/4" 1-1/2"/ www.ghafari.cam / R=2" CONTRACTOR SHALL ADJUST THE / HORIZONTAL LOUVER BLADES TO 20' IN . / DOWN DIRECTION AND THE VERTICAL DUCT SIZE OVER 36"x36". DUCT SIZE 36"x36" OR UNDER. LOUVER BLADES TO 30° TO EACH SIDE DIRECTIONAL BLOW PLATE SQUARE ELBOW WITH TYPE "A" SQUARE ELBOW ITH SINGLE CLIPPED ON DIFFUSER W DOUBLE THICKNESS VANES. T1-4ICKNESS VANES. RODS. SEE NOTE BELOW SUPPLY AIR DIFFUSER NOTE: ' ALL DIFFUSERS ARE 4-WAY BLOW UNLESS NOTED OTHERWISE. PROVIDE OPTIONAL DIRECTIONAL SLOW TO CONVERT DIFFUSER FROM STANDARD 4-WAY TO 1-WAY, 2-NAY OR 3-WAY BLOW AS DESIGNATED ON PLANS BY SHADED AREA. DIFFUSER ON ROUND DUCT DETAIL N TURNING VANE DETAIL I N.T.S. I F EXPOSED DIFFUSER DETAIL 1 N.T.S. REGISTRATION SEAL 1 1i _ C LOCKING QUADRANT VOLUME DAMPER. PROVIDE WITH 3" EXTENDED SHAFT, HANDLE AND COLLAR. INSTALL TO S.A. MAIN AT THIS LOCATION IF TAP IS INACCESSIBLE. ,s1i• �f��FFSO v� IG,INZ 04, SHEET METAL ELBOW REQUIRED 25'1/4" 21`1/4" iq-1/4" OR 13-1/4" NOTE: ROUGH-IN OPENING SIZES: , :,. HI' ACOUSTICAL LINING INSULATED SECURELY TAPE VINYL FLEX DUCT TO SHEET METAL 11 OUTSIDE DIMENSION CONTACT MANUFACTURER FOR INFORMATION. 77585 PE ROUND DUCT Ca'(s� "'". WITH AT LEAST TWO (2) CONTINUOUS WRAPS OF DUCT TAPE. STRAP CLAMP OVER FLEX DUCT j OwEaC'V ep AIR A INSULATION AND VINYL TO SHEET METAL. TAPE ��' nC`� L i MAIN DUCTW 18" LONG ORANGE MARKER INSULATION TO DUCT TO FORM A GOOD SEAL qd�?�`� �' V��•¢ �'G� TAPE ATTACHED TO DAMPER 23", lq" 17" OR 11" DU F�, da 3,,0, TO IDENTIFY LOCATION 8" LONG SHEET METAL SECTION SECURED TO INSIDE ,DIMENSION ?. 14! , _� DIFFUSER COLLAR WITH A MINIMUM OF THREE (3) "C" CHANNEL 1 EXPIRES G•3 45' INSULATED FLEXIBLE SHEET METAL SCREWS DUCT TAPE AND MASTIC 25-I/4", 21-1/4", REINFORCING BY VOLUME DAMPER 19-1/4" OR 13-1/4" I (FURNISHED WITHCONNECTION (MIN. 3 FT., .-"'MAX. 5 FT.) -� TRANSITION FROM DUCT SIZE TO DIFFUSER NECK OPENING SUPPLY REGISTER 4. iL SIZE AS NECESSARY SUPPLY REGISTER SURFACE THERMAL INSULATING BLANKET. MOUNTING SCREW MOUNTED TO DUCT ' -� FIELD INSTALLED DRYWALL CEILING CONTRACTOR SHALL 24", 20", 18" OR 12" ✓// MAIN ADJUST THE HORIZONTAL DIRECTIONAL BLOW PLATE Jf /. 1 1/2"--/ ��i I LOUVER BLADES TO 20' IN CLIPPED ON DIFFUSER L DRYWALL CEILING STEEL MOUNTING FRAME REQUIRED �DUCT DOWN DIRECTION AND THE RODS. SEE NOTE BELOW FOR DRYWALL CEILING INSTALLATION SEE DETAIL VERTICAL LOUVER BLADES THIS SHEET `r '� —STEEL MOUNTING TO 30° TO EACH SIDE 1f • SECTION SUPPLY AIR DIFFUSER NOTE: �( Li 1/8" FRAME (LAY-IN FRAME) ALL DIFFUSERS ARE 4-WAY BLOW UNLESS NOTED OTHERWISE. PROVIDE OPTIONAL DIRECTIONAL BLOW TO CONVERT DIFFUSER FROM STANDARD 4-NAY TO 1-WAY, 2-WAY OR 3-WAY BLOW AS DESIGNATED ON PLANS BY SHADED AREA. • DIFFUSER ON SQUARE DUCT DETAIL N.T.S. J DIFFUSER MOUNTING DETAIL N.T.S. E DRYWALL MOUNTING FRAME DETAIL N.T.S. B CONCENTRIC TRANSITION 2-WAY CONTROL VALVE. 45° MAXIMUM ANGLE ADJUSTABLE ANGLE THERMOMETER N/ q" DIVERGING, 60° MAXIMUM SCALE, TEMP. RANGE TO BE 0°-100°F, -- PRESSURE/TEMPERATURE ANGLE CONVERGING RECTANGULAR TO ROUND ADJUST SO VISIBLE FROM SERVICE TEST PLUG WITH RECTANGULAR TO AREA (TYP). CAP (TYP). SUPPLY AIR PLENUM RECTANGULAR ( 03/08/19 DOC REL 02-IFP UNION (TYP) RECTANGULAR DUCT RECTANGULAR DUCT 1 REV DATE DOC REL##-DESCRIPTION SECURELY TAPE VINYL FLEX BALANCE VALVE. DUCT TO SHEET METAL WITH —//-► 1 MANUAL AIR VENT A MINIMUM OF TWO (2) AIR FLOW 1 t_/>� LL-- CLAMP ON LWT SENSOR CONTINUOUS WRAPS OF DUCT g IN ci 1, . TAPE. STRAP CLAMP OVER CONICAL OR PROJECT# 187747 FLEX DUCT INSULATION AND BELLMOUTH TAP, j CNR ► 04 T ►• E VINYL TO SHEET METAL SEAL AIR TIGHT PROJECT MANAGER M. FREDERICK 0- f RECTANGULAR TAP so o TAPE INSULATION TO DUCT WITH MASTIC WITH MASTIC COIL TD FORM A GOOD SEAL SEAL AIR TIGHT DESIGNED BY J. SMITH o SHUT-OFF VALVE T ci !1 ROUND DUCT DRAWN BY J. SMITH 0) I { OR QUALCHECK J. JAAFAR N —21 ECCENTRIC TRANSITION SHEET TITLE 2 CWS ► 1I-V-4ROUND TO ROUND 30' MAXIMUM ANGLE N CLAMP ON ENT SENSOR 45' PERMITTED AT RECTANGULAR DUCT cNI ROUND TO FLAT OVAL STRAINER WITH 3/4" DRAIN LINE SIZE TEE WITH REDUCER INSULATED FLEXIBLE AIR FLOW VALVE AND HOSE ADAPTER. FOR TEMPERATURE CONTROL CONNECTION (MAX. 5'-0") �4,„",. AIR FLOW °° WELL AND PROBE. MECHANICAL E._ N BELL AND GOSSETT THERMOFLO SUPPLY AIR SLOT DIFFUSER © INDICATOR MODEL TF1. /� // /� DETAILS QI- NOTE: � ROUND DUCT V VERIFY ACTUAL COIL CONNECTIONS WITH UNIT MANUFACTURER AND LANDLORD p SPECIFICATIONS. LABEL ALL PIPING AND COMPONENTS IN ACCORDANCE IN/ SPECIFICATIONS. Q SEE SPECIFICATIONS FOR DUCTWORK FABRICATION, INSTALLATION AND INSULATION REQUIREMENTS !VIZI CHILL WATER COIL PIPING DETAIL N.T.S. LINEAR SLOT DIFFUSER DETAIL N.T.S. D DUCT DETAIL N.T.S. SHEET NUMBER _ G _ _ A 0 0 10' 20' 0 20' 40' 0 30 60 0 40' 80' 0 50' 100' 0 80' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"- Amimmmy 1"=20'-0"r•r-imr 1 1"'30'-0"at ra i 1"=40'-0" m=si____Nsitiesimestai 1"=50'-0" Nimr 1"=60'-0"isistusimiimilia. , 1"=80'-0" 1"=100'-0"timmi , 1"=200'-0" •••••r , 1"=400'-0" , 1"=500'-0" iimm �� , , 1"=1000`-0" mom masmiew 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1l'=1'-0" rmmee 1.=1'-0" /4=1'-0" IMIL r le=1'-0" iinii 3A"=1'-0" I %"=1'-0" Iiiii f 3/e"=1'-0" li"=1'-0" .......1 %2"=1'-0".......i i(6"=1'-0" u m GENERAL PROVISIONS FOR HVAC E. THIS CONTRACTOR SHALL PERFORM AN ACCURATE AND COMPLETE BALANCE OF AIR SYSTEMS AS PART M. ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL LOCK SEAM CONSTRUCTION FOR ALL SIZES 5. WHEN Tl-4ERMOSTAT/SENSOR CALLS FOR HEATING, FIRST STAGE OF PEAT SHALL ENERGIZE OF THIS CONTRACT, WHICH SHALL BE COMPLETED BEFORE FINAL ACCEPTANCE OF THE WORK OF THIS 12" DIAMETER AND LARGER. ROUND DUCTWORK SIZES 10" DIAMETER AND SMALLER MAY BE SNAP-LOCK UNTIL SPACE TEMPERATURE 15 SATISFIED. AFTER TEN MINUTES, SECOND STAGE OF PEAT ATTAR C] A. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL A HEATING, CONTRACT. AIR BALANCE SHALL BE SUBCONTRACTED TO A CERTIFIED MEMBER OF ASSOCIATED AIR CONSTRUCTION. ALL SNAP-LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN TPESE SPECIFICATIONS. SHALL ENERGIZE UNTIL SPACE TEMPERATURE IS SATISFIED. VENTILATING, AIR CONDITIONING SYSTEM, COMPLETE AS INDICATED ON THE DRAWINGS, AS REQUIRED BY BALANCE COUNCIL. ROUND FITTINGS SHALL BE GALVANIZED STEEL WITH SPOT WELDED AND BONDED CONSTRUCTION, 6. FAN SHALL ENERGIZE AND RUN CONTINUOUSLY DURING OCCUPIED HOURS. CODE AND AS SPECIFIED HEREIN. DUCTWORK SHALL BE AS MANUFACTURED BY UNITED MCGILL, SEMCO, OR APPROVED EQUAL. 7. WAG CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL ELEMENTS ARE F. VIBRATION ISOLATION DEVICES CALIBRATED, ADJUSTED, AND IN PROPER WORKING CONDITION. STATE B. THE GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED IS TO PROVIDE POWER WIRING FOR EACH ITEM N. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE, GLASS- FIBER FABRIC REINFORCED TAPE. OF ELECTRICAL EQUIPMENT AND MAKE FINAL CONNECTIONS TO MOTORS. I. VIBRATION ISOLATION DEVICES SHALL BE FURNISHED AND INSTALLED WITH SUPPORTS BETWEEN JOINTS ALSO SHALL BE RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID SEALANTS BY H. PROGRAMMING OF CONTROLS/SEQUENCE OF OPERATION: - VIBRATING EQUIPMENT AND THE STRUCTURE (FANS, AIR HANDLERS, ETC.) BY THIS CONTRACTOR. UNITED MCGILL CORP., DOW CORNING, MIRACLE ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN C. ALL FINISH PAINTING IS TO BE PERFORMED BY THE GENERAL CONTRACTOR, EXCEPT AS NOTED 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE ISOLATED WITH RUBBER AND SPRING LIEU OF TAPE. I. CONTRACTOR SHALL PROVIDE PROGRAMMING OF HVAC CONTROL SYSTEM PER MANUFACTURER'S ELSEWHERE. GENERAL CONTRACTOR, AT THIS CONTRACTOR'S EXPENSE, SHALL RESTORE TO ORIGINAL DEVICES, VIBRATING EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE ISOLATED WITH AND AS TO MEET THE BELOW CONDITION ANY PAINTING DEFACED DURING CONSTRUCTION AND AFTER ORIGINAL PAINTING. HOUSED SPRING MOUNT DEVICES. 0. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 2. SPACE INSTRUCTIONSNSAND SETPOINT REQUIRED UNOCCUPIEDOEESETPOINTSWOPERATION AL BE 78'F COOLING AND 60'F 3. EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS WHEN SELECTING DEVICES, ADJUST FOR D. ALL WORK SHALL CONFORM TO CODES, RULES, AND REGULATIONS: PROPER ALIGNMENT AND LOADING. AVOID "GROUNDING" THE ISOLATOR. 23 33 00 DAMPERS HEATING. WARM-UP/OCCUPIED SETPOINTS SHALL BE 72'F COOLING AND 67'F HEATING (5' DEADBAND). 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE ISOLATING DEVICE AND AT THE UPPER SETPOINTS SHALL BE LOCKED OUT TO PREVENT ADJUSTMENT MORE THAN 3'F UP OR DOWN I. NATIONAL ELECTRIC CODE. AND LOWER ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. A. RECTANGULAR DUCT GALVANIZED STEEL MANUAL BALANCE AND MOTORIZED DAMPER 6" WIDE 16 GAUGE FROM DEFAULT. 2. STANDARD FOR INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS, NFPA 90A. 5. CONSULT MANUFACTURER FOR APPLICATION DATA. OPPOSED BLADES, CHANNEL FRAME WITH BRACED CORNERS, CONCEALED LINKAGE, TEFLON FILLED 3. ALL SETPOINTS ARE ADJUSTABLE - PRIOR TO PROGRAMMING OF CONTROLS SYSTEM, VERIFY n 3. CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND STRUCTURES, NFPA 101. BEARINGS, 3/8 DIAMETER AXLE, 6" LONG CONTROL SHAFT. MOTORIZED DAMPER TO PAVE REPLACEABLE SETPOINTS WITH TENANT CONSTRUCTION REPRESENTATIVE. 4. FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARDS. 23 05 93 TESTING,ADJUSTING AND BALANCING FOR HVAC BUTYL RUBBER SEALS INSTALLED ALONG THE TOP, BOTTOM AND SIDES OF THE FRAME, AS WELL AS, 4. UNIT OPERATION - DURING OCCUPIED POURS, FAN SHALL RUN CONTINUOUSLY ("FAN ON") AND 5. STATE MECHANICAL CODE. ALONG ALL SIDES OF EACH BLADE. UNIT SHALL STAGE COOLING OR HEATING. DURING UNOCCUPIED HOURS, FAN SHALL RUN ONLY 6. STATE BUILDING CODE A. ALL AIR DISTRIBUTION SYSTEMS ARE TO BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED WHEN HEATING OR COOLING ARE CALLED FOR ("FAN AUTO"). 7. STATE INDUSTRIAL COMMISSION REQUIREMENTS. ENGINEERING STANDARDS BY A NEBB CERTIFIED VENDOR. DUCTED AIR RATES ARE TO BE MEASURED B. ROUND GALVANIZED STEEL MANUAL BALANCE DAMPER WITH SINGLE 16 GAUGE BLADE, CHANNEL FRAME, WASHINGTON SQUARE 8. LOCAL BUILDING CODE REQUIREMENTS. AND ADJUSTED TO DELIVER FINAL FLOW RATES WITHIN 10% OF DESIGN RATES. GENERAL CONTRACTOR TO STAINLESS STEEL SLEEVE BEARINGS PRESSED INTO FRAME, 3/8" DIAMETER AXLE ETENDED 6" FOR 5. OCCUPIED/UNOCCUPIED/HARM-UP - UNOCCUPIED MODE SHALL BE SET FOR ONE HOUR AFTER 9. BUILDING INSURING AGENCY REQUIREMENTS. DO ALL ADJUSTMENTS REQUIRED TO BALANCE THE SYSTEM WITPIN THE DESIGN PARAMETERS. UNITS CONTROL SHAFT BLADE STOP. MALL CLOSING TO ONE HOUR PRIOR TO MALL OPENING. UNOCCUPIED MODE SHALL PAVE MANUAL 9585 SW WASHINGTON SQUARE RD 10. STATE PLUMBING CODE. RPMS ARE TO BE ADJUSTED FIRST TO GET THE UNIT TO THE LOWEST RPMS TO DELIVER THE REQUIRED OVERRIDE. 11. NFPA. CFM TO THE DIFFUSERS, THEN THE DAMPERS TO THE DIFFUSERS ARE TO BE ADJUSTED TO BALANCE C. EQUIP DAMPERS WITH LOCKING QUADRANTS. 6. REFER TO CONTROLS SECTION ABOVE FOR ADDITIONAL REQUIREMENTS. SPACE NO. T-13 THE SYSTEM. GENERAL CONTRACTOR 15 TO PROVIDE ALL LABOR AND MATERIALS REQUIRED TO BALANCE TIGARD, OREGON 97223 E. ALL PERMITS REQUIRED BY LAWS, ORDINANCES AND BUILDING CODES HAVING JURISDICTION SHALL BE THE SYSTEM. D. INSTALL BALANCE DAMPERS WHERE SHOWN ON THE DRAWINGS AND ELSEWPERE AS NECESSARY TO PROVIDE CIRCUIT TO PREVENT COMPRESSOR SHORT CYCLING AS A RESULT OF A RAPID CHANGE IN OBTAINED AT THE PROPER TIME BY AND AT THE EXPENSE OF THIS CONTRACTOR, OBTAIN PROPER SYSTEM BALANCE. THERMOSTAT B. AFTER CORRECTING BALANCE OF ALL AIR SYSTEMS TO WITHSETTING AND AUTOMATICALLY PREVENT COMPRESSOR RESTART AT LEAST FIVE IN 10% OF DESIGNED VALUES, SUBMIT FINAL MINUTES ATER TUTDOWN. F. THIS CONTRACTOR SHALL OBTAIN ALL INSPECTIONS REQUIRED BY ALL LAWS, ORDINANCES AND PUBLIC AIR BALANCE REPORTS TO ARCHITECT, ENGINEER AND ALTAR'D STATE. FINAL BALANCE REPORT MUST E. CHECK DAMPERS FOR PROPER OPERATION BEFORE AND AFTER INSTALLATION. AUTHORITY HAVING JURISDICTION AND SHALL OBTAIN CERTIFICATES OF SUCH INSPECTIONS AND SUBMIT INDICATE AIR VALUES WITHIN 10% OF DESIGN, OR MUST STATE THE REASON THAT THE APPROPRIATE SAME TO THE ARCHITECT AND SHALL PAY ALL FEES, CHARGES, ASSESSMENTS AND OTHER EXPENSES IN BALANCE COULD NOT BE ACHIEVED. F. DAMPERS SHALL BE RUSKIN. EQUAL PRODUCT BY AMERICAN WARMING AND VENTILATING, LOUVERS AND J. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL CONTROLS, CONTROL WIRING AND TO MAKE CONNECTION THEREWITH. DAMPERS, OR PREFCO MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. OPERATIONAL. C. GENERAL CONTRACTOR SHALL REVIEW AIR BALANCE REPORT PRIOR TO SUBMISSION OF REPORT TO G. PIPING AND EQUIPMENT LAYOUT IS SCHEMATIC. EXACT LOCATIONS ARE DETERMINED BY STRUCTURAL ENGINEER AND ARCHITECT. IF ENGINEER OR ARCHITECT REVIEW THE AIR BALANCE REPORT MULTIPLE G. FIRE DAMPERS SHALL BE FURNISHED WITH INTERLOCKING PINGED BLADES. ALL DAMPERS SHALL BE UL AND OTHER CONDITIONS. DESIGN OF SYSTEM MAY NOT BE CHANGED. ONLY EXACT LOCATION OF PIPING TIMES DUE TO THE CONTRACTOR NOT FOLLOWING THESE GUIDELINES OR SENDING A PRELIMINARY APPROVED AND LABELED AND SHALL MEET ALL REQUIREMENTS OF NFPA NO, 410A. FURNISH WITH UL AND DUCTS MAY BE REVISED TO SUIT CONSTRUCTION CONDITIONS AND AID IN COORDINATION WITH WORK REPORT FOR REVIEW IN LIEU OF THE FINAL REPORT, THE GENERAL CONTRACTOR WILL BE BACKCHARGED LABELED FUSIBLE LINKS WITH TEMPERATURE RANGES TO CONFORM TO NFPA REQUIREMENTS. (END MECHANICAL SECTION) G H A FA R I OF OTHER CONTRACTORS. FOR ALL REVIEWS BEYOND THE FIRST. P. ALL FIRE DAMPERS SHALL BE TYPE "5" WITH BLADES OUT OF THE AIRSTREAM AND RATED FOR USE IN H. THE MATERIALS AND EQUIPMENT INSTALLED IN THE WORK SHALL MEET THE REQUIREMENTS OF THE D. VERIFY CONTROLS DURING BALANCING, INCLUDING HUMIDITY CONTROLS WHERE APPLICABLE. DYNAMIC SYSTEMS. CONTRACT DOCUMENTS AND NO MATERIALS OR EQUIPMENT SHALL BE ORDERED UNTIL REVIEWED BY THE . ENGINEER, LANDLORD AND/OR ARCHITECT. E. AT THE COMPLETION OF THE PROJECT, THE GENERAL CONTRACTOR SPALL SUBMIT FINAL AIR/WATER 23 3713 AIR DISTRIBUTION DEVICES 89 MONROE CENTER I. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS PER THE DOCUMENTS PROVIDED BY THIS BALANCE REPORT TO LANDLORD AND AUTHORITY HAVING JURISDICTION AS REQUIRED. CONTRACTOR. A. ROUND CEILING SUPPLY AIR DIFFUSER - STEEL ROUND CEILING DIFFUSER, REMOVABLE PLAQUE FACE SUITE 400 23 06 00 CEILING EXHAUST FANS PANEL, ROUND NECK, VOLUME CONTROL DAMPER TITUS MODEL R-OMNI, GRAND RAPIDS, MI 49503 USA J. CATALOG DATA FOR EQUIPMENT REVIEWED BY THE ARCHITECT SHALL NOT SUPERSEDE THE ENGINEER'SA. GENERAL CONTRACTOR SPALL PROVIDE CENTRIFUGAL DIRECT DRIVE CEILING EXHAUST FAN(5), BASIS OF B. LINEAR SLOT SUPPLY AIR DIFFUSER - ALUMINUM LINEAR SLOT DIFFUSER. PROVIDE WITP INSULATED TEL +1.616.771.0909 CONTRACT DOCUMENTS. THE REVIEW OF THE ENGINEER SHALL NOT RELIEVE THIS CONTRACTOR FROM DESIGN BROAN OR EQUAL FANS BY LOREN COOK OR GREENHECK MEETING THE SAME REQUIREMENTS. THE PLENUM, TITUS MODEL ML-341. www.ghafari.com RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS, PROVIDING PROPER CLEARANCE, FAN HOUSING SHALL BE CONSTRUCTED OF HEAVY GAUGE GALVANIZED STEEL. THE HOUSING INTERIOR FABRICATION PROCESS AND COORDINATION WITH OTHER TRADES. SHALL BE LINED WITH 1/2" ACOUSTICAL INSULATION. THE OUTLET DUCT COLLAR SHALL INCLUDE AN C. SUPPLY AIR GRILLE - STEEL DOUBLE DEFLECTION SUPPLY GRILLE, 3/4" BLADE SPACING, FRONT BLADES K. WHEN SUBMITTED FOR THE ARCHITECT'S REVIEW SHOP DRAWINGS SHALL BEAR THIS CONTRACTOR'S ALUMINUM BACKDRAFT DAMPER AND SHALL BE ADAPTABLE FOR HORIZONTAL DISCHARGE. PARALLEL TO THE SHORT DIMENSION, TITUS MODEL 300 R5, CERTIFICATION THAT THE GENERAL CONTRACTOR HAS REVIEWED, CHECKED AND APPROVED THE SHOP B. THE ACCESS FOR WIRING SHALL BE EXTERNAL. THE MOTOR DISCONNECT SHALL BE INTERNAL AND OF D. SQUARE CEILING RETURN AIR REGISTER - STEEL SQUARE CEILING DIFFUSER, REMOVABLE PLAQUE FACE DRAWINGS, THAT THEY ARE IN HARMONY WITH THE REQUIREMENTS OF THE PROJECT AND WITH THETHE PLUG TYPE. PANEL, ROUND NECK, VOLUME CONTROL DAMPER, TITUS MODEL OMNI. PROVISIONS OF THE CONTRACT DOCUMENTS AND THAT THIS CONTRACTOR HAS VERIFIED ALL FIELD MEASUREMENTS AND CONSTRUCTION CRITERIA, MATERIALS, CATALOG NUMBERS AND SIMILAR DATA. C. THE MOTOR SHALL BE MOUNTED ON VIBRATION ISOLATORS. THE FAN WHEEL SHALL BE OF THE FORWARD E. RETURN AIR GRILLE - STEEL RETURN AIR GRILLE, 1/2" BLADE SPACING WITH 35' FIXED DEFLECTION GENERAL CONTRACTOR SHALL ALSO CERTIFY THAT THE WORK REPRESENTED BY THE SHOP DRAWINGS CURVED CENTRIFUGAL TYPE AND DYNAMICALLY BALANCED. BLADES, FRONT BLADES PARALLEL TO THE SPORT DIMENSION TITUS MODEL 355RL. AS RECOMMENDED BY THIS CONTRACTOR AND THE GENERAL CONTRACTOR'S GUARANTEE WILL FULLY ' - APPLY. D. ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR SOUND AND AIR PERFORMANCE AND F. FINISHES - FURNISH ALL AIR DISTRIBUTION DEVICES WITH PRIME COATED AND WHITE BAKED ENAMEL L. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL SPALL BE U.L. LISTED. CAPACITIES AS SHOWN ON THE DRAWINGS, FINISH COAT UNLESS SPECIFIED OTHERWISE. CONDITIONS THEREIN. ALL PROPOSALS SPALL TAKE INTO CONSIDERATION ALL SUCH CONDITIONS AS MAY E. WIRING BY THE GENERAL CONTRACTOR. G. COORDINATE AIR DISTRIBUTION DEVICE LOCATIONS WITH ALL AFFECTED CONTRACTORS BEFORE AFFECT THE WORK UNDER THIS CONTRACT. THE SUBMITTING OF A BID AUTOMATICALLY IMPLIES THAT INSTALLING DUCTWORK. SIGNIFICANT DEVIATIONS IN LOCATIONS FROM THOSE SHOWN ON THE DRAWINGS THIS EXAMINATION OF SITE HAS BEEN DONE. 23 07 00 HVAC INSULATION(PLENUM RATED) MUST BE APPROVED BY ARCHITECT BEFORE INSTALLATION. M. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF UTILITIES AND NOTE CONDITIONS WHICH WOULD A. DUCT INSULATION AND APPURTENANCES SHALL PAVE A FLAME SPREAD RATING NOT EXCEEDING H. SUSPEND CEILING AIR DEVICES FROM STRUCTURE ON WIRE HANGERS OR FROM RIGID DUCTWORK. CEILING AFFECT TPE WORK. ALL DISCREPANCIES SHALL THEN BE REPORTED PRIOR TO THE BID AWARD. TWENTY-FIVE (25) AND A SMOKE DEVELOPED RATING NOT EXCEEDING FIFTY (50). MUST NOT BE USED TO SUPPORT AIR DISTRIBUTION DEVICES. REGISTRATION SEAL N. PROVIDE INSTRUCTION TO LANDLORD'S OPERATING PERSONNEL AS NECESSARY, SNOWING LOCATIONS AND B. RECTANGULAR DUCTWORK CONCEALED FROM VIEW SPALL PAVE 1" THICK FIBERGLASS DUCT LINER I. SECURELY FASTEN SIDE WALL AIR DEVICES TO RIGID DUCTWORK OR STRUCTURE. PROPER OPERATION OF MAJOR ITEMS OF EQUIPMENT AND SYSTEM COMPONENTS AND REFERRING TO THE LAMINATED AND PINNED TO DUCT WITP 1.0 PCF DENSITY AND R-VALUE OF 6.0 MIN. OWENS-CORNING OPERATING INSTRUCTION MANUAL DESCRIBED BELOW AS A GUIDE. COMMERCIAL GRADE FIBERGLASS DUCT LINER. J. AIR DISTRIBUTION DEVICES FURNISHED AND INSTALLED BY TPE GENERAL CONTRACTOR SHALL BE TITUS 0. COMPILE WRITTEN MANUAL OF OPERATING INSTRUCTIONS INCLUDING COPIES OF SHOP DRAWINGS AND A OR EQUALS BY PRICE, KRUEGER OR NAILOR MEETING REQUIREMENTS ON SHOWN ON SHEET M2.0. • LISTING OF EQUIPMENT SUPPLIERS. ASSEMBLE IN 8-1/2" X II" HARD BACKED INDEXED BINDER. MATERIAL C. ROUND DUCTWORK CONCEALED FROM VIEW SHALL HAVE FLEXIBLE FIBERGLASS DUCT WRAP LAMINATED SHALL BE AS FOLLOWS: TO FOIL REINFORCED KRAFT VAPOR BARRIER FACING WITH 2' STAPLING FLANGE AND MIN. INSTALLED . 415 SINGLE DUCT FAN POWERED VARIABLE AIR VOLUME HVAC UNITS �t3 PROF R-VALUE OF 6.0. OWENS-CORNING COMMERCIAL GRADE FIBERGLASS DUCT WRAP TYPE 100. <13'. FS,s> 1. TITLE PAGE: TITLE OF JOB, LANDLORD/TENANT, ADDRESS, DATE, SUBMISSION, CONTRACTOR AND D EXPOSED ROUND AND RECTANGULAR DUCTWORK SPALL PAVE NO INSULATION. 1,. U T SPALL BE FACTORY ASSEMBLED FAN POWERED VARIABLE AIR VOLUME BOX, FULLY INSULATED �� IaGIN� any ENGINEER. CO TRUCTION, FIELD INSTALLED LANDLORD DDC CONTROLS AND CAPABLE OF TPE MAXIMUM CFM AS Q Y., 2. INDEX E. ALL DUCTWORK IN UNCONDITIONED SPACES SHALL HAVE INSULATION DUCT WRAP HIP A MINIMUM INDI •TED BY LANDLORD. 77585PIr 3. LIST OF MAJOR EQUIPMENT USED IN PROJECT ACCOMPANIED BY GENERAL CONTRACTOR PURCHASE INSTALLED R-VALUE OF 6.0. CONDITIONED SPACES SHALL HAVE INSULATION DUCT WRAP WITH A MINIMUM �,.i ,t Wim_ ORDER NUMBERS AND SUPPLIERS NAMES AND ADDRESSES. INSTALLED R-VALUE OF 6.0. 3. CABINE SPALL BE GALVANIZED STEEL, BONDERIZED AND COATED WITH BAKED ENAMEL. CABINET -PALL -'■i� 4. ONE COPY OF EACH SHOP DRAWING GROUPED BY TYPES OF EQUIPMENT (I,E., ROOFTOP UNITS, BE LINED ITH 1" THICK NEOPRENE-COATED FIBERGLASS WITH EASILY REMOVABLE SERVICE PAN• S TO Or,EGO:::::31 FANS, ETC.) F. INSULATION SPALL NOT BE APPLIED UNTIL THE GENERAL CONSTRUCTION PAS PROGRESSED SUFFICIENTLY ALL OPERA ING COMPONENTS. ''0 O 5. SECTION FOR EACH SYSTEM INCLUDING: TO INSURE AGAINST PHYSICAL OR MOISTURE DAMAGE TO THE INSULATION. ALL INSULATION DAMAGED 9e.° 'eH1a' .�a. BRIEF DESCRIPTION OF SYSTEM OPERATION WITH LOCATION OF MAJOR COMPONENTS. THROUGH FAILURE TO OBSERVE THIS DIRECTIVE SHALL BE REPLACED AT THIS CONTRACTOR'S EXPENSE. OPTIONAL ELE•TRIC NEATER SHALL BE FACTORY PROVIDED AND INSTALLED. UL RECOGNIZE' RESISTANCE �QU��, .l$b. HVAC SYSTEM MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMSOPEN TYPE PEA' ER. AND SCHEMATICS. G. HANGER RODS MUST BE PERPENDICULAR TO DUCTWORK BEFORE INSULATION 15 INSTALLED. EXPIRESyr! ). CONTROLS: P. SUBMIT A COMPLETED COPY TITLED "HVAC OPERATING INSTRUCTION MANUAL" ON THE BINDING EDGE OF H. INSTALL ALL INSULATION ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. BINDER TO ARCHITECT FOR APPROVAL. AFTER ARCHITECT'S REVIEW AND ANY CORRECTIONS REQUIRED 1. HEATINGJCOOLI "5" SENSORS TO PROVIDE STAGED HEATING AND CONTROL OF AIR VALVE FOR ARE COMPLETED, SUBMIT A COPY OF THE MANUAL TO THE LANDLORD. I. INSULATION SHALL BE APPLIED OVER FLANGES JOINTS AND SEAMS IN PIPING AND DUCTWORK. HEATING Q COOLI . MOUNT THE BOTTOM OF THE SENSOR 48" ABOVE THE POR. 2. WHEN SENSOR CAL FOR COOLING, AIR VALVE SHALL OPEN IN 5% INCRE 'NTS UNTIL FULLY OPEN, Q. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL J. ALL JOINTS AND SEAMS IN INSULATION SHALL BE PROPERLY SEALED TO MAINTAIN VAPOR BARRIER OR UNTIL SPACE TE '"ERATURE IS SATISFIED. ULLY INSTALLATION SHALL BE PROVIDED TO THE BUILDING LANDORD. RECORD DRAWINGS SHALL INCLUDE AS INTEGRITY. 3. WHEN SENSORTHENCALLS •• HEATING, AIR VATHEN SHALL ST CLOSE IN 5% IN -EMENTS UNTILENERGIZED A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERALCLOSED,EQIRE FAN SHA•L ACTIVATED, IS SA EACH STAGE OF H£ATI SHALL BE AS K. INSULATION SHALL BE OWENS-CORNING. EQUAL PRODUCT BY ARMSTRONG, CERTAINTEED, SCHULL£R OR REQUIRED UNTIL SPACE MPERATURE SATISFIED. CONFIGURATION OF DUCT DISTRIBUTION SYSTEM INCLUDING SIZES, AND THE AIR DESIGN FLOW RATES, KNAUF MAY BE FURNISHED AT THE CONTRACTOR'S OPTION. 4, HVAC CONTROL SYSTEMS ' ALL BE TESTED TO ENSURE THAT CM'TROL ELEMENTS ARE R. ANY REFERENCE TO TENANT OR TENANT CONSTRUCTION MANAGER OR FURNISHED BY ANY OF THE CALIBRATED, ADJUSTED, A ' IN PROPER WORKING CONDITIONER. ABOVE, REFERS TO ALTAR'D STATE. 23 31 13 HVAC AIR DISTRIBUTION AND RETURN SYSTEMS ). PROVIDE VIBRATION ISOLATION 14ANGEN AND SUPPORTS AS REQUI D TO SUPPORT UNIT PER S. REFER TO RESPONSIBILITY SCHEDULE ON SHEET Mi.t FOR INFORMATION IN REGARD TO RESPONSIBILITY A, PROVIDE AND INSTALL DUCTWORK AND PLENUMS OF SIZE AND LOCATION AS SHOWN ON DRAWINGS. ALL LANDLORD'S REQUIREMENTS AND MANU CTURER'S RECOMMENDAT INS. FIELD VERIFY AND COORDINATE OF WORK OR ITEMS WHICH MAY AFFECT BID. DUCTS FOR AIR VELOCITIES LESS THAN 2000 FPM AND STATIC PRESSURE IN DUCT 2" OR LESS SHALL ALL REQUIREMENTS. BE CONSTRUCTED OF GALVANIZED SHEET METAL. THE GAUGE OF STEEL USED IN ALL DUCTS SHALL BE T. TRADE NAMES, MANUFACTURERS AND SPOP DRAWINGS AS FOLLOWS: E. GENERAL CONTRACTOR TO MAKE POWER CO ECTIONS TO UN S. 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE I. WHERE GREATER RECTANGULAR DIMENSION IS 12" OR LESS USE 26 GAUGE. . GENERAL CONTRACTOR IS RESPONSIBLE FOR IN' ALLING • L CONTROLS, CONTROL WIRING AND TO MAKE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL BE USED. THE USE OF ANY UNAUTHORIZED 2. WHERE GREATER RECTANGULAR DIMENSION 15 FROM 12" THROUGH 30" USE 24 GAUGE. OPERATIONAL. ALL CONTROLS PROVIDED BY LAN• ORD •NTROL CONTRACTOR AT GENERAL EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THIS CONTRACTOR'S EXPENSE. 3. WHERE GREATER RECTANGULAR DIMENSION IS FROM 31" THROUGH 54" USE 22 GAUGE. CONTRACTOR'S EXPENSE. 2. GENERAL CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO TENANT CONSTRUCTION 4. WHERE GREATER RECTANGULAR DIMENSION IS FROM 55" THROUGH 84" USE 20 GAUGE. x, VAV BOX SHALL BE FURNISHED AND INSTALLED BY • TRACTOR. CONTROL SHALL BE PROVIDED BY MANAGER FOR APPROVAL. SUBMISSIONS SPALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW LANDLORD'S CONTROL CONTRACTOR AT GC'S EXP •'SE. •'ON DELIVERY OF UNITS, CONTRACTOR SHALL FOUR (4) WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING B. TRANSVERSE JOINTS AND BRACING TO CONFORM TO HVAC DUCT CONSTRUCTION STANDARDS - METAL DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE AND FLEXIBLE" (CURRENT SMACNA). VERIFY ALL EQUIPMENT IS AS SPECIFIED ON DR' INGS I ELIDING ALL ELECTRICAL REQUIREMENTS, GENERAL CONTRACTOR AND THE SUB-CONTRACTOR SHOWING THAT HE HAS REVIEWED AND ACCESSORIES AND OTHER REQUIREMENTS. ANY •ISCREPAN 5 MUST BE REPORTED TO TENANT • CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH THE CONTRACT DRAWINGS AND C. ALL DUCTS SHALL BE RIGID AND SHALL BE CROSS-BROKEN, PROPERLY STIFFENED WITH SUITABLE CONSTRUCTION MANAGER WITHIN THE FIRST ENTY-FOUR = ) HOURS AFTER DELIVERY. SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. BRACES, TOES, OR ANGLES TO KEEP THEM TRUE TO SHAPE AND PREVENT BUCKLING. ALL VERTICAL DUCTS SHALL BE OF STRONG ENOUGH CONSTRUCTION TO CARRY 100 LBS. SUSPENDED LOAD FROM 23 75 13 ROOFTOP PACKAGED H 'AC UNITS U. DEMOLITION HANGERS WITHOUT BUCKLING. SOLDER ALL JOINTS WHERE NECESSARY TO INSURE TIGHT WORK. SEAMS OF ALL DUCTS AND JOINTS SHALL BE HAMMERED TO A SMOOTH SURFACE ON THE INSIDE. A. UNIT SHALL BE FACTORY ASSEMEL • AIR TO AIR ELECTRIC COOLI G, ELECTRIC HEATING UNIT WITH I. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF EXISTING REFRIGERATION SYSTEM, AIR HA'.'LING SYSTEM CASING AND CON "OLS. WORK. FIELD VERIFY AND COORDINATE ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT D. CONSTRUCTION INCLUDING HANGERS AND SUPPORTING SYSTEMS OF ALL DUCTWORK SHALL ALSO BE IN AND PROTECT EQUIPMENT TO REMAIN DURING CONSTRUCTION. ACCORDANCE WITH "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" (CURRENT B CABINET SHALL BE GALVANIZ i STEEL, BONDERIZED AND COATED NIT BAKED ENAMEL UNIT SHALL SMACNA). V. FINAL HVAC INSPECTIONS BE ARRANGED FOR ALL EX' RIOR CONNECTIONS TO BE WITHIN ROOF C B. CABINET SHALL BE LINED E. FLEXIBLE CONNECTIONS SHALL BE INSTALLED ON THE OUTLET AND INTAKE OF AIR HANDLING UNITS AND WITH I" THICK NEOPRENE- OATED FIBERGLASS WITH EASILY REMOVABLE " RVICE PANELS TO ALL 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, TENANT SHALL NAVE AN FANS. THESE CONNECTIONS SHALL BE AT LEAST 6" LONG, MADE OF NFPA c10A APPROVED FLAMEPROOF OPERATING COMPONENT 03/08/19 DOC REL 02-IFP INDEPENDENT CONTRACTOR INSPECT THE FINISHED INSTALLATION UPON COMPLETION FOR FABRIC. COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE INSTALLING CONTRACTOR WILL C. REFRIGERATION SYST' SHALL INCLUDE RECIPROCATING SERVICEABLE HERMETI COMPRESSORS, REV DATE DOC REL##-DESCRIPTION BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY THE INDEPENDENT CONTRACTOR UP TO F. FURNISP AND INSTALL VOLUME CONTROLLER AND EXTRACTOR AT ALL BRANCH TAKEOFFS IN SUPPLY AND CONDENSERS, INT "WINDED CIRCUIT EVAPORATOR COIL, EXPANSION VALVES, SE" ICE VALVES, PLANS AND SPECIFICATION REQUIREMENTS. RETURN FROM MAIN DUCTS TO ALL BRANCH DUCTS WHERE SHOWN. UNIT SHALL BE OF TWO GAUGES VIBRATION ISOL• ORS, CRANKCASE HEATERS, SIGHT GLASSES, FILTER DRIERS, H. GAS MUFFLERS, HEAVIER THAN THE DUCT. AND REFRIGER• T PIPING. SAFETY CONTROLS SHALL INCLUDE FUSIBLE PLUG, LOW A D HIGH W. WARRANTY AND GUARANTEE G. PROVIDE MANUAL ADJUSTING LEVER FOR EACH UNIT. UNITS SHALL MOVE FROM FULL OPEN TO FULLY PRESSURE T RMOSTATS, COMPRESSOR MOTOR OVERLOADS, TIMER TO PREVENT SHOT CYCLING PROJECT# 187747 I. GENERAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND LABOR PROVIDED UNDER THIS CLOSED POSITION TO CONTROL AIR DIRECTION AND VOLUME, COMPRESSM"S. MCONTRACT AND SHALL MAKE GOOD, REPAIR OR REPLACE AT NO ADDITIONAL COST ANY PROJECT MANAGER M. FREDERICK DEFECTIVE WORK, MATERIAL, OR EQUIPMENT DISCOVERED WITHIN 12 MONTHS FROM THE DATE OF H. FURNISH AND INSTALL TURNING VANES IN ALL ELBOWS OF RECTANGULAR DUCTS. THE BLADES TO BE D. CONDENS" FANS SHALL BE VERTICAL DISCHARGE PROPELLER TYPE DIRECT DRIVEN BY IN .'ENTLY N CERTIFICATE OF OCCUPANCY. THIS GUARANTEE SHALL EXTEND TO LABOR AND MISCELLANEOUS HOLLOW-FORMED DOUBLE THICKNESS VANES. PROT TED, PERMANENTLY LUBRICATED MOTORS. DESIGNED BY J. SMITH o MATERIALS REQUIRED FOR THE INSTALLATION OF EQUIPMENT FURNISHED THROUGH TENANT NATIONAL ACCOUNTS REPRESENTATIVE, BUT SPALL NOT OVERLAP WITH WARRANTY PROVIDED BY I. INSTALL SUPPLY AND RETURN REGISTERS, GRILLES AND DIFFUSERS AS SHOWN ON TPE DRAWINGS AND E. COI SHALL BE ALUMINUM PLATE FINS MECHANICALLY BONDED TO SEAMLESS COPPER TUBES WI DRAWN BY J. SMITH 6 MANUFACTURER. THE CONTRACTOR IS RESPONSIBLE TO VERIFY, COORDINATE AND FOLLOW ALL SCHEDULE. a) PROPER HANDLING AND INSTALLATION TECHNIQUES WITH MANUFACTURER(S) IN ORDER TO QUALCL JOINTS BRAZED. COILS SPALL BE COATED WHEN WITPIN FIVE (5) MILES OF COAST. o MAINTAIN MANUFACTURER'S WARRANTY. J. FLEXIBLE SUPPLY AIR DUCTWORK SHALL BE BY FLEXMASTER TYPE IB OR EQUAL, WITH 1" THICK SHEET TITLE J. JAAFAR Q FIBERGLASS BLANKET INSULATION WITH METALIZED FILM VAPOR BARRIER OUTER JACKET. FLEXIBLE DUCT F INDOOR BLOWER SHALL BE FORWARD-CURVED CENTRIFUGAL, BELT-DRIVEN TYPE, EQUIPPED WITH SHEET N 2. HVAC UNITS SHALL BE PROVIDED BY CONTRACTOR. UPON DELIVERY, CONTRACTOR SHALL VERIFY IN RETURN AIR PLENUM TO BE CLEARLY LABELED "CLASS I" EVERY FOUR FEET. FLEXIBLE DUCT LENGTH PERMANENTLY LUBRICATED BEARINGS. ALL EQUIPMENT IS AS SPECIFIED ON DRAWINGS INCLUDING ALL ELECTRICAL REQUIREMENTS, MAY NOT EXCEED FIVE FEET. INSULATION SHALL HAVE MIN. INSTALLED R-VALUE OF 6.0. ACCESSORIES AND OTHER REQUIREMENTS. ANY DISCREPANCIES MUST BE REPORTED TO TENANT (4. WN I KUL.S: CONSTRUCTION MANAGER WITHIN THE FIRST TWENTY-FOUR (24) POURS AFTER DELIVERY. K. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED. 1. THE COOLING SYSTEM SHALL BE PROTECTED WITH HIGH PRESSURE THERMOSTATS, LOW MECHANICAL �- 23 05 01 HVAC BASIC MATERIALS AND METHOD L. DUCT CONSTRUCTION SPALL BE AS FOLLOWS: PRESSURE THERMOSTATS, LOSS-OF-CHARGE PROTECTION, INDOOR COIL FREEZE THERMOSTATS N AND CURRENT AND TEMPERATURE SENSITIVE OVERLOAD DEVICES, 0 A. THIS CONTRACTOR IS TO BECOME INFORMED OF THE EXACT DIMENSIONS OF FINISHED WORK WHERE 1. EXCEPT WPERE OTHERWISE INDICATED, CONSTRUCT ALL LOW PRESSURE DUCT IN ACCORDANCE 2, ALL DEVICES SHALL BE WIRED TO PREVENT COMPRESSOR RESTART UNTIL RESET OF CIRCUIT PIPES, DUCTS AND EQUIPMENT ARE TO BE PLACED AND WILL ARRANGE THE WORK ACCORDINGLY, WITH THE LATEST EDITION OF SMACNA STANDARDS WITH THE FOLLOWING PRESSURE SPECIFICATIONS W ASSUMING ALL RESPONSIBILITY FOR PROPER LOCATION AND COORDINATION OF THE WORK. CLASSIFICATIONS: 3. THISCONTRACTORSHALL INSTALL HEATING/COOLING "5" SENSOR(5) AND "T" TPERMOSTAT(5) F- a. SUPPLY DUCTS: 2" W.G. POSITIVE. ` B. IN THE ERECTION OF THE DUCTWORK SPECIAL CARE SHALL BE USED PROVIDING SUPPORT. b. RETURN AND EXHAUST DUCTS: 2" W.G. NEGATIVE. PER PLAN TO PROVIDE CONTROL OF STAGED COOLING AND STAGED HEATING WITH AUTOMATIC 0 CHANGEOVER AND "FAN ON" CONTROL. MOUNT DEVICES AT 48" AFF TO BOTTOM PER ADA. 0 C. ALL DUCTWORK SHALL BE PLACED SO AS TO AVOID INTERFERENCE WITH PLUMBING PIPES, ELECTRIC 2. SEAL ALL LOW PRESSURE DUCTS PER SMACNA CLASS B AND ALL MEDIUM PRESSURE DUCTS TO PROVIDE INITIAL PROGRAMMING OF SYSTEM. COORDINATE PROGRAMMING REQUIREMENTS TENANT Q CONDUITS OR PIPES OF OTHER CONTRACTORS. SMACNA CLASS A. CONSTRUCTION REPRESENTATIVE, AND PROGRAMMING SECTION BELOW. 3. REGARDLESS OF ABOVE DUCT CONSTRUCTION AND SEALANT PRESSURE CLASSIFICATIONS, 4. WHEN THERMOSTAT/SENSOR CALLS FOR COOLING, FIRST STAGE OF COMPRESSOR SHALL M3.0 .0= Q D . ALL DUCTWORK MUST BE PROVIDED WITH SUFFICIENT DISTANCE FROM WALLS, PIPES AND OTHER MAXIMUM DUCT AIR LEAKAGE WILL NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE ENERGIZE UNTIL SPACE TEMPERATURE IS SATISFIED. AFTER TEN MINUTES, SECOND STAGE OF W OBSTACLES TO PERMIT TPE APPLICATION OF FULL THICKNESS OF INSULATION SPECIFIED. APPROVAL. COMPRESSOR SHALL ENERGIZE UNTIL SPACE TEMPERATURE IS SATISFIED. SHEET NUMBER d I 0 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1"=10'-0"ON= 1"=20'11" INNINr , 1"=30'-0" IMISIM Minninnii 1"=40'-0" rrinft iiii 1"=50'-0" , 1"=60'-0"i 111 M 1"=80'-0" 1 NNIMMENNr 1"=100'-0" , 1"=200'-0" _. nummuni f 1"=400'-0" iiiiiiiimi.i.* 1"=500'-0"____tomisiiisimo 1 1"=1000'-0" iiiwiiMM 0 1' 2' 0 1' 2' 0 2' 4' 0 2' 4' 0 4' 8' 0 4' 8' 0 8' 16' 0 8' 16' 0 16' 32' 0 16' 32' 1V=1'-0" 1"=1'-0" -unimmi , %"=1'-0" rrramr l"=1,-0" ■rrm m 3,13"=1'-0" rmmon 1,4"=1'-0" iii 1 3/ie"=1'-0" ammol l"=1'-0" i I 32"=1'-0" lie"=1'-0" L = LANDLORD NOTES: I. PROVIDE ALL LABOR, MATERIALS EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS A LTA R ' Q (f� AND DETAILS NECESSARY TO PROVIDE A COMPLETE AND FULLY OPERATIONAL MECHANICAL SYSTEMCI G = GENERAL CONTRACTOR Q LU LU ALL ITEMS NOT FOUND IN THIS MATRIX ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR AS SI-TOWN ON TI-IE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS AND AS REQUIRED BY THE JOB Lti 0 = ALTAR'D STATE/OWNER - -1 1-- G.G. TO SUPPLY AND INSTALL ALL BLOCKING AND ATTACHMENTS AS REQUIRED FOR INSTALLATION OF ALL OWNER SUPPLIED ITEMS CONDITIONS, ALL WORK NOT SPECIFICALLY NOTED AS BEING PROVIDED BY THE LANDLORD SHALL BE E = EXISTING Q ALL BLOCKING TO BE FIRE RETARDANT TREATED PROVIDED BY THE GENERAL CONTRACTOR. ALL WORK (MATERIALS, FABRICATION, INSTALLATION, S TA 'T E G.C. REQUIRED TO NOTIFY OWNER N/ IN 24 I-TOURS IF DAMAGED PARTS ARE RECEIVED OR IF PARTS ARE MISSING ETC.) SHALL COMPLY WITI-I TI-4E APPLICABLE SECTIONS OF ALL STATE AND LOCAL CODES IL 1-NG.C. TO REFER TO 05M FOR CONTACT NAME AND PI-IONE NUMBER (MECI-IANICAL CODE, BUILDING CODE, ENERGY CODE, ETC.) AND TI-4E LATEST EDITION OF SMACNA. D (0 Ll.j 2. READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF WORK. COORDINATE AND I TEh 1 z V PROFR I ETARY VENDOR / COhMENTS SCHEDULE ALL WORK WITH AND BETWEEN ALL CONTRACTORS AND PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. FIELD VERIFY AND COORDINATE WORK BETWEEN ALL • DIVISION 21 - FIRE SUPPRESSION SPRINKLER SYSTEMS / DIVISION 22 - PLUMBING / DIVISION 23 - NVAG TRADES LANDLORD REQUIREMENTS CEILING HEIGHTS AND EXISTING CONDITIONS PRIOR TO THE START OF WORK OR ORDERING OF EQUIPMENT. SPRINKLER STUB E - 1 MAINTAIN EXISTING SERVICE MAIN TO THE TENANT SPACE 3. VERIFY ALL CONDITIONS IN FIELD PRIOR TO BID. VISIT JOB SITE AND BE FAMILIAR WITH LANDLORD SPRINKLER MAIN E/G - 1 GC TO RELOCATE MAIN SPRINKLER TO COORDINATE WITN DIFFERENT CEILING NEIGI-ITISOFFIT. REQUIREMENTS AND EXISTING CONDITIONS. NO ALLOWANCE WILL BE MADE FOR EXTRAS DUE TO FAILURE TO VISIT THE JOB SITE AND/OR FAILURE TO PREDETERMINE ALL REQUIREMENTS IMPOSED SPRINKLER GRID G G 1 GC TO COORDINATE WITI-I LANDLORD AND TENANT. LAYOUT TO ALIGN WITI LIGHT FIXTURES AND CEILING BY THE LANDLORD, EXISTING CONDITIONS OR OTHER AUTHORITIES. REFER TO RESPONSIBILITY I-IEIGI-IT VARIATION. SCHEDULE ON SHEET M1.1 * G1.2 FOR MORE INFORMATION. SPRINKLER MODIFICATIONS G G GC TO COORDINATE WITN CEILING NEIGNT AND CONFIGURATION. 4. VERIFY DUCT ROUTING AS EARLY IN THE JOB PROCESS AS POSSIBLE. IF MINOR CHANGES ARE WASHINGTON SQUARE GC TO COORDINATE WITN EXISTING CONDITIONS AND EXTEND UTILITY CONNECTIONS AS REQUIRED AND AS REQUIRED, NOTIFY TENANT CONSTRUCTION MANAGER IMMEDIATELY. DUCT DIMENSIONS ARE NOMINAL 9585 SW WASHINGTON SQUARE RD DCW VENT) G G 1 INDICATED ON PLANS. G.0 TO SNAKE, SCOPE OR OTHERWISE EVALUATE EXISTING UNDER SLAB CONDITIONS PRIOR INSIDE FABRICATION. DUCT LAYOUTS ARE SCHEMATIC. FIELD COORDINATE ALL DUCT RUNS PLUMBING STUBS ( SAN. � i PRIOR TO DUCT FABRICATION. NO EXTRAS SHALL BE AWARDED FOR DUCT REVISIONS CAUSED BY SPACE NO. T-13 AND PROVIDE A COMPLETE REPORT TO OWNER. LACK OF COORDINATION. REFER TO SPECIFICATIONS FOR MORE INFO, TIGARD, OREGON 97223 PLUMBING WORK AND FIXTURES/APPURTENANCES G G DREAM STEAMER PLUMBING AND CONDENSATE PIPING. 5. ALIGNMENT/PLACEMENT OF HVAC DEVICES IS CRITICAL. COORDINATE ALIGNMENT WITH TI-4E REQUIRED FOR RDUGI-I-IN ARCHITECTURAL REFLECTED CEILING PLAN AND LIGHTING PLAN. COORDINATE BOX-OUT LOCATIONS PLUMBING FIXTURES G G FOR ALL DRYWALL MOUNTED AIR DEVICES WITH CEILING FRAMING. ORIENT ALL AIR DEVICES TO MINIMIZE VIEW INTO PLENUM/DUCT. CEILING AIR DEVICES TO HAVE BLADE OPENINGS FACING WALL OR WATER METER E - GC TO VERIFY EXISTING METER AND LANDLORD REQUIREMENTS AND PROVIDE NEN AS REQUIRED. SOFFIT AND WALL AIR DEVICES TO HAVE OPENINGS FACING UP. MECHANICAL EQUIPMENT ' G G PROVIDE SPECIFIED RTU AS SHOWN. GC SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL UNIT, ALONG 6. SPIN-IN FITTINGS WITHOUT MANUAL BALANCING DAMPERS TO BE USED FOR ALL ROUND BRANCH WITN CONDENSATE, CURB ADAPTER (IF REQUIRED) AND ALL REQUIRED ROOF MODIFICATIONS TAPS AT INACCESSIBLE LOCATIONS WITH BALANCING REQUIRED WITH1N TWO (2) FEET OF DIFFUSER WITH PLASTER FRAME. FLEX DUCT TO BE A MAXIMUM OF 5'-0" LONG AND SHALL BE INSULATED. ROOF CURBS - - 1 NOT USED G H A FA R I ALL DUCTWORK (LON PRESSURE,FLEXIBLE DUCT, 7. PROVIDE AS-BUILT DRAWINGS ALONG WITH ALL EQUIPMENT SHOP DRAWINGS, INFORMATION ON ETC. G G THERMOSTATS, CONTROL HIRING DIAGRAMS AND OTHER PERTINENT INFORMATION TO LANDLORD AND TENANT AT COMPLETION OF PROJECT. AIR DEVICES - DIFFUSERS GRILLES AND 89 MONROE CENTER BAFFLES G G 8. FURNISH AND INSTALL STRUCTURAL STEEL REQUIRED TO SUPPORT EQUIPMENT AND COORDINATE SUITE 400 LOCATIONS AND REQUIREMENTS WITH TI-IE LANDLORD REPRESENTATIVE, COST OF THIS WORK AND GRAND RAPIDS, MI 49503 USA FIRE DAMPERS - WALL AND/OR CEILING - - NOT USED ANY STRUCTURAL ENGINEERING FEES REQUIRED SHALL BE INCLUDED IN THI5 BID. TEL +1.616.771.0909 MANUAL BALANCING DAMPER G G 9. ALL EQUIPMENT, PIPING AND/OR DUCTWORK NOT BEING USED OR 51-4OWN TO REMAIN IS FULLY www.ghafari.com REMOVED AND NOT ABANDONED. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. CHILLED WATER PIPING AND CONDENSATE PIPING G/E G/E 1 CONTRACTOR TO EXTEND AND RECONNECT CHILLED WATER SUPPLY AND RETURN FROM RELOCATED FCU-I 10. ANY EXISTING WALL, FLOOR OR CEILING SURFACE THAT IS DAMAGED DURING CONSTRUCTION SHALL MALL SUPPLY AIR ACCESS AND .DUCTWORK E - 1 BE REPAIRED TO MATCH NEW AND/OR EXISTING CONDITIONS. MALL RETURN AIR ACCESS AND OPENING E - 1 11. COMPLETELY INSTALL ALL ACCESSORIES PER EQUIPMENT MANUFACTURER RECOMMENDATIONS, INCLUDING ALL TEMPERATURE CONTROL CONNECTIONS. PROVIDE ALL MISCELLANEOUS MATERIALS AND SMOKE EVAC AND CONTROLS - - NOT USED LABOR REQUIRED TO COMPLETE THIS WORK PER MANUFACTURER PROVIDED INSTRUCTIONS. r DUCT SMOKE DETECTOR G G PROVIDE SMOKE DETECTOR AS SHOWN ON SHEET M1.0. 12. BALANCE ALL HVAC SYSTEMS TO AIRFLOW VALUES (CFM) NOTED ON PLANS AND PROVIDE AIR BALANCING REPORT TO TENANT FOR ALL HVAC SYSTEMS. CAREFULLY FOLLOW SPECIFICATIONS FOR ZONE DAMPERS - 1 - AIR BALANCE WORK. GENERAL CONTRACTOR SHALL FIELD VERIFY AND COORDINATE REQUIREMENTS TEMPERATURE CONTROL SYSTEM L 1 G PROVIDE THERMOSTAT AND REMOTE TEMPERATURE SENSORS AS INDICATED IN KEYNOTE 1, SHEET MI.O. PRIOR TO BID AND INCLUDE T1-4E COST OF THIS WORK IN THIS BID. TDI LET EXHAUST FAN G G 13. 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 TOILET EXHAUST DUCTWORK G G WITH EQUIPMENT SERVICE CLEARANCES AND WITH TENANT CONSTRUCTION MANAGER. REGISTRATION SEAL HVAC TEST AND BALANCE WORK AND FINAL14. PRIOR TO MAKING ANY PIPE OR DUCT ROOF PENETRATION OR POSITIONING ANY EQUIPMENT ON THE REPORT G G FINAL REPORT DUE THE WEEK BEFORE FINAL PUNCH BY OWNER. ROOF, ALL PROPOSED LOCATIONS AND/OR PENETRATIONS SHALL MATCH LOCATIONS INDICATED ON GENERAL NOTES DEFINITIONS KEYNOTES TI-IE LANDLORD APPROVED PLANS AND SHALL BE FIELD VERIFIED AND APPROVED BY LANDLORD FIELD REPRESENTATIVE. ALL ROOF PENETRATIONS SHALL BE COMPLETED BY A LANDLORD APPROVED 1. TI-41S RESPONSIBILITY MATRIX DELINEATES: 1, SUPPLIED - MEANS SUPPLY AND DELIVER TO PROJECT, 1. G.C. TO VERIFY EXISTING CONDITION IS ACCEPTABLE FOR ALL CONTRACTOR. • OWNER AND LANDLORD SUPPLIED ITEMS FREIGHT ON BOARD TRUCK UNLESS OTHERWISE DEFINED IN NEN WORK. w ;�F,Et0 PROFS • ONNER AND LANDLORD INSTALLED ITEMS GREATER DETAIL. 2. G.C. IS RESPONSIBLE FOR UNLOADING ONNER SUPPLIED 15. ALL EQUIPMENT TO BE SUPPORTED FROM STRUCTURAL MEMBERS. NO WEIGHT CAN BE PLACED ON ACT' `�f0 THE ROOFING MATERIALS OR INSULATION. ., • ITEMS TO BE PURCHASED THROUGH 2. INSTALLED - DESCRIBES OPERATIONS AT PROJECT FROM CONSTRUCTION ITEMS. G.G. TO COORDINATE SCHEDULE AND ck 77585 PE DESIGNATED INSPECTION AND UNLOADING TO COMPLETION IN PLACE, DELIVERY WITN SUPPLIER. STANDARD SNIPPING PROVIDED BY 16. FURNISH AND INSTALL TEMPORARY WEATHERPROOFING OF ALL ROOF PENETRATIONS, UNTIL NATIONAL SUPPLIER READY FOR INTENDED USE. OWNER. G.G. IS RESPONSIBLE FOR ANY EXPEDITED SNIPPING LANDLORD APPROVED ROOFING CONTRACTOR HAS MADE THE FINAL PATCH, VERIFY REQUIREMENTS dt--- • EXISTING LANDLORD WORK TO BE COSTS AND PROVIDING LABOR AND EQUIPMENT ITEMS. ALL WITH LANDLORD. Q^E VERIFIED BY G.C. DELIVERIES REQUIRED TO NAVE LIFT GATES BY OWNER. �� © 17. ALL ROOF CUTTING, PATCHING AND FLASHING REQUIRED SHALL BE BY A LANDLORD APPROVED q �'w,y 14,2 Q" 4. 2. SEE M.E.P. DRAWINGS FOR ADDITIONAL 3. G.G. REQUIRED TO PURCHASE FROM SPECIFIED VENDOR AND ROOFING CONTRACTOR AT THIS CONTRACTOR'S EXPENSE. COORDINATE ROOF PENETRATIONS WITH `O41p pFP 111 `1 INFORMATION RESPONSIBLE FOR COORDINATION AND DELIVERY LANDLORD'S REPRESENTATIVE. FIELD VERIFY AND COORDINATE REQUIREMENTS WITH LANDLORD ' U F'I" �P 3� 3. NO SUBSTITUTIONS OF ANY MATERIALS OR 4. G.G. TO PROVIDE CONDUIT AND J-BOXES AS REQUIRED - REFER PRIOR TO BID AND INCLUDE THE COST OF THIS WORK IN THIS BID. I EXPIRES IP•3O.11 ! ITEMS SPECIFIED IN THE DOCUMENTS ARE ARE TO ELECTRICAL DRAWINGS. PERMITTED, U.N.D. $ APPROVED BY THE ONNER. 5. NO SUBSTITUTIONS OF ANY MATERIALS OR ITEMS SPECIFIED IN 18. ALL MECHANICAL EQUIPMENT, PIPES AND DUCTS, PENETRATING AND/OR LOCATED ON ROOF SHALL BE TI-4E DOCUMENTS ARE ARE U.N,O. APPROVED BY THE PAINTED TO MEET LANDLORD REQUIREMENTS. USE THE APPROPRIATE COATS OF PRIMER PERMITTED, PRETREATMENT, PRIOR TO FINAL COAT. TI-IE FINAL COAT OF THE COLOR SHALL BE APPROVED BY OWNER. LANDLORD CONSTRUCTION COORDINATOR. SPACE NUMBER SHALL BE PERMANENTLY MARKED ON ALL 6. G.C. IS REQUIRED TO UNWRAP 4 INSPECT ALL OWNER SUPPLIED ROOF-MOUNTED EQUIPMENT. MATERIAL, FIXTURES HARDWARE IMMEDIATELY UPON RECEIPT Ig. FURNISH AND INSTALL IDENTIFICATION ON ALL EQUIPMENT MOUNTED OUTSIDE OF SPACE (ON ROOF REPORT DAMAGES, IMPERFECTIONS OR MISSING ITEMS WITHIN 24 OR GRADE). PROVIDE PLASTIC LAMINATED PLATE OR STENCIL WITH A MINIMUM OF 4" HIGH BLACK HOURS OF RECEIPT - FAILURE TO DO SO CAN RESULT IN LETTERS, INDICATING TENANTS NAME AND SPACE NUMBER. VERIFY REQUIREMENTS WITH LANDLORD. BACKCNARGE. 7. UTILITY SET-UP BY G.C. REQUIRED TO BE COMPLETED BY 20. REFER TO ARCHITECTURAL AND/OR STRUCTURAL SHEETS FOR STRUCTURAL SUPPORT DETAILS. WEEK 1 OF POSSESSION. ALL UTILITIES INCLUDING GAS MUST BE 21. GENERAL CONTRACTOR SHALL PERFORM STARTUP ON ALL HVAC EQUIPMENT AND CONTROL SYSTEM. TURNED ON PRIOR TO G.O. PRIOR TO ENERGIZING ANY HVAC UNIT FOR PERMANENT OR TEMPORARY HEATING OR COOLING, GENERAL CONTRACTOR MUST HAVE APPROVAL FROM TENANT CONSTRUCTION MANAGER AND IS REQUIRED TO HAVE COMPLETED STARTUP PROCEDURES AS OUTLINED IN THE MANUFACTURER I PROVIDED INSTALLATION AND STARTUP MANUALS FOR EACH PIECE OF HVAC EQUIPMENT. I 22. GENERAL CONTRACTOR SHALL PROVIDE A FIRE WATCH AND PORTABLE FIRE EXTINGUISHER (MINIMUM SIZE 2A:20BC), WHENEVER ANY WELDING IS DONE WITHIN THE DEMISED PREMISES. TI-IE PERSON PERFORMING TI-4E FIRE WATCH SHALL REMAIN IN THE SPACE FOR AT LEAST ONE (1) HOUR AFTER THE COMPLETION OF ANY WELDING. THIS SHALL BE COORDINATED THROUGH THE LOCAL FIRE DEPARTMENT. • 23. FURNISH AND INSTALL FIRE-RATED PIPE SLEEVES AND SEALS ON ALL PIPING THAT PENETRATES A I FIRE-RATED PARTITION. I I • I 03/08/19 DOC REL 02-IFP 1 REV DATE DOC REL##-DESCRIPTION PROJECT# 187747 2 PROJECT MANAGER M. FREDERICK a X01 DESIGNED BY J. SMITH 0 o DRAWN BY J. SMITH rn QUALCHECK J. JAAFAR N SHEET TITLE C.-, N SEISMIC BRACING REQUIREMENTS: co CONTRACTOR SHALL PROVIDE SEISMIC BRACING FOR ALL DUCTWORK PIPING, LIGHTING AND M&P NOTES o EQUIPMENT AS REQUIRED BY LOCAL CODES. ALL DUCTWORK AND PIPING SHALL BE PROVIDED N WITH SEISMIC RESTRAINTS IN ACCORDANCE WITH SEISMIC HAZARD LEVEL (SHL) "B" OF THE O SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS, DATED Igg8, PUBLISHED & RESPONSIBILITES L.1.1 BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. • Q (SMACNA) AND IN ACCORDANCE WITH YOUR LOCAL CODES. (OREGON 2014 CODES) 0 O co MP1 .O MECHANICAL RESPONSIBILITY SCHEDULE B MECHANICAL NOTES A SHEET NUMBER 0 10' 20' 0 20' 40' 0 30' 60' 0 40' 80' 0 50' 100' 0 60' 120' 0 80' 160' 0 100' 200' 0 200' 400' 0 400' 800' 0 500' 1000' 0 1000' 2000' 1".10'-0" - ripmermm , 1"=20'-0" i tri , 1"'3(Y-0" immi_wassmarsir , 1"=4O'-0" rrrn. 1"=50'-0" i 1"=60'-0" - , 1"=80'-0" it 1"=100'-0" - A 1"..200'-0" - ! , 1"=400'-0" musimmow , 1"=500'-0"■miia