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Plans (2)
BU P2019-00025 LANDLORD REVIEW COMMENTS DRAWING WEBSITE ACCESS MALL KEY PLAN INDEX OF DRAWINGS EXPESITE: January 11, 2019 ` _-. A0.00 TITLE SHEET UPDATED ELECTRONIC FILES FOR THIS PROJECT CAN BE VIEWED OR DOWNLOADED tI JCPenney •� �............�:....�.._........; �-� . :��• I. Must coordinate all Dumpster/Trash Removal activities with Property Team. FROM EXPESITE AT https://www.expesite.corn. VENDORS AND CONTRACTORS MUST CALL ._ ..a° t' ka': "• `_ ;',; � = I A0.01 SPECIFICATIONS (01 1000 - 01 4000) 2. These plans should be forwarded to the awarded General Contractor to be ABERCROMBIE t FITCH TO SETUP USER NAME AND PASSWORD. EMAIL PURCHASING t�iI -sr _ l*Is L- v? } - > a A��p�+p �� � • �I I A0.02 SPECIFICATIONS (01 420003 3000) �+ on-site at all times. �" ".��.v h..._„_. RICH OFFICE COPY CONTACT LISTED ON THIS COVER SHEET. - "'""''`14 11'"• ' ABERVRQIVEE & RTCH A0 03 SPECIFICATIONS (D3 3511 - 07 2100) OFFICE COPY 3. Tenant's Contractor must repair any/all Landlord property damaged during __ 3i *. �: .�� T.I. work and complete Landlord's punchlist as directed by Landlord's " ' VoTain 'IF ` :az " ice, e : ••; I (077100) SPACE #B06 AO 04 SPECIFICATIONS 2500 08 representative. -,v.: . .Aft • • ' 'tea l 4. Tenants Contractor must contract with Mall's required vendors -see criteria for DICK'S .. ,1 r LEVEL I OF 1 A0.05 SPECIFICATIONS (08 8000 - 09 6500) SPORTING ,_...--- info. ��, I._-._. A0.06 SPECIFICATIONS (09 7200 - 10 5617) GENERAL INFORMATION t 5. Prior to saw cutting or penetrating the existing slab, verify location with ,._,, , r I A0.10 RESPONSIBILITY SCHEDULE RECEIVED on-site Landlord representative. Tenant's contractor will be responsible for any ; .+ '- ; :_�;:; 0 i ;,.� tlk I A0.30 DOOR AND HARDWARE SCHEDULE damage to existing mall utility conduits. •.••• •_. - •• L.,.. ...,,.7.:.:,.'� ; . . F 6. Tenant General Contractor must protect mall tile floor between barricade and 1. G.G. TO PROVIDE AND INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS � ;,,�, ; k `' _._.� � €` ` I A0.40 �.,...:,. • ;--�-•�-... � _. _-�_.---.���.._..... ..�._� FINISH SCHEDULE JAN 2 9 2019 storefront. Any damage occurred during construction must be replaced at REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A MINIMUM, INSTALL A PORTABLE " . ' :. ' 1 `""' i 00 DEMOLITION AND EXISTING CONDITIONS PLAN 'Alt-ill,. " :�;\ I f , .a� 4,k,....4;i"7 ,---g,; ;� � . Al� _ _ CITY OF T17G�1RD Tenants expense. FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A PR 2- A/10BC WITHIN ' ' < . ' i . ? 1 �'" ' ' •• ; i i i •• ' ' • ;;: , a R i ; }� ,_-- . 1 Iti Al.10 WALL TYPES AND FRAMING DETAILS BUILDING DIVIaI��! 7. Nothing is permitted to be attached to, suspended from, or penetrate the roof 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING a _ t. i ' ' ? deck above. You are regyired to frame, brace and /or suspend, as needed, CONSTRUCTION. �.,� , 3 i ;: to/from the top chord of joists or structural steel which exist above your 2. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL AUTHORITIES. " A2.00 CONSTRUCTION PLAN STORE 11972 respective tenant space. „ MACY'S _ = __: p 3. A 36 CLEAR AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ROOMS TO EXIT <w: :'- : ,- - iK` : . I 1 ,� I A3.00 REFLECTED CEILING PLAN WASHINGTON SQUARE S. A water shut off valve must be installed at eye level, usinga ball-typeDOORS, EXCEPT IN EXIT HALLWAYS WHERE 44' 15 REQUIRED, IN CALIFORNIA ONLY A 4. :' ELti: :. "'''1 A4.00 FLOOR FINISH PLAN valve, and clearly labeled water shut-off valve". Provide o floor drain in toilet a "" _..._ii .. ~ ' " ix �' 9573 44 CLEAR AISLE MUST BE PROVIDED AND MAINTAINED WHERE SERVING ill . • �r ] • ; ;w�w ;-- A5.00 FIXTURE, FURNITURE AND EQUIPMENT PLAN SW WASHINGTON SQUARE RD. room. MERCHANDISE ON EACH SIDE AND AT EXIT HALLWAYS. `u'1 . •'.`'" Y ' 9 , :. `° Y 9. Signage must be submitted under a separate cover for Landlord review and --'`'-- ��s��+.-•.••.•;•;• iiir,,..30.1 ' 1- a- "• NORDSTROM* „ A5.10 LIGHTING FLOOR PLAN4. REPLACE ALL DAMAGED FIREPROOFING (IF APPLICABLE). ; .,�„ :.: '•••• , > :1�'•. , �"� € SPACE BOG approval. _� °� _ § A6.00 LIFE SAFETY PLAN 5. ENTRY DOORS TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS. 6, ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE 50 AS �: I I PORTLAND OR 97223 TO ENABLE DOOR TO BE LOCKED IN THE OPEN POSITION AND SO LOCKED DURING " A7.00 INTERIOR ELEVATIONS X11* I '~ ' 1' r A7.01 INTERIOR ELEVATIONS BUSINESS HOURS (W ITN THE EXCEPTION OF THE REAR SERVICE DOOR). (PER LOCAL '1•-E ! LI '.,..z ; ' Iii. D�. 1 ; .1 . I . _-1 �;: pI Ilse,BUILDING CODE REQUIREMENTS) s':"....:.... ..----L-- -_...i-'.. ...._. ._..._......_ � �.•.... . _ _. Q A8.00 STOREFRONT PLAN, ELEVATION 4 DETAIL5 7. EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE 'I A8.10 STOREFRONT SECTIONS TENANT BUILDING DEPARTMENT FOOT-CANDLE AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. 8. ONLY PANIC HARDWARE APPROVE=D AND LISTED BY THE STATE OR LOCAL FIRE NNEAREST MALL PUBLIC RESTROOM IIIIIp, 1111111r A8,11 STOREFRONT DETAILS ABERCROMBIEFITCI-I MARSHALL SHALL BE INSTALLED. A9.00 DETAILS - MAIN CASHWRAP 4 BACKWRAP 6301 FIS-CI-1 PAS-1-I REVIEW COMMENTS 9. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AREAS OPERATING MALL HOURS NEW ALBANY OHIO 43054 WITH AN OCCUPANT LOAD OF 50 OR MORE PEOPLE. Ac1.02 DETAILS - CONCIERGE CASHWRAP r 10. DOORS OPENING INTO ONE-HOUR FIRE-RESISTIVE CORRIDOR SHALL BE PROTECTED (61.4) 283-6500 WITH A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A MIN. 20 MINUTE RATING. SUNDAY: 10 A.M. - 7 P.M. A9.04 DETAILS - DENIM WALL BOOKCASES 11. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE TENANT'S REPRESENTATIVES ENERGIZED FROM SEPARATE 10. CIRCUITS. ILLUMINATION SHALL NORMALLY BE MONDAY - FRIDAY: 10 A.M. - 9 P.M. A9.05 DETAILS - FITTING ROOM PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAILURE OF THIS SATURDAY: 9 A.M. - 9 P.M. SYSTEM, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY DESIGNER SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOT-CANDLE AT J A9.07 DETAILS - ADA FITTING ROOM Caitlin Marinucci #(614) 283-6186 FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. MALL LOCATION MAP A9.05 DETAILS - WALL CASES E-MAIL: caitlin_rnarinucci@anfcorp.com 12. FIRE DAMPERS OR ACCESS DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE A9.09 DETAILS - THE STORY AND DENIM STORY p FIRE-RATED WALLS OR CEILINGS AS REQUIRED PER LOCAL CODE 4 AUTHORITIES. 13. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WIOUT THE USE OFA PROJECT MANAGER TH • KEY, TOOL OR SPECIAL KNOWLEDGE OR EFFORT. A1D.00 DETAILS - SALES CEILING WASHINGTON SQUAREJoshua Dumbaugh #(614) 283-6422 14. ALL DIMENSIONS ON PLANS ARE FROM FACE OF GYPSUM BOARD TO FACE OF A10.01 DETAILS - SALES FLOORING GYPSUM BOARD UNLESS NOTED OTHERWISE. A10.10 CONSTRUCTION DE=TAILS (FITTING ROOMS) E-M IL: os ua-Dum augh@anfcorp.com ''' A11.00 CONSTRUCTION DETAILS (NON-SALES) ,. _. PURCHASING i A11.10 CONSTRUCTION DETAILS (STOCKROOM) v��.#4 ,: � EMAIL: AF_PROCUREMENT@ANFCORP.COM � : El.00 ELECTRICAL SPECIFICATIONS E1.10 ELECTRICAL/LIGHTING SCHEDULES ACCESSIBILITY COMPLIANCE REQUIREMENTSE1.2D ELECTRICAL PANEL BOARD SCHEDULES TENANT COORDH1ATOR El.30 DIMMING SCHEMATIC CHARLENE SIROKMAN E2.00 POWER AND DATA PLAN charlene.sirokman@macerich.Com E3.00 LIGHTING PLAN P1-IONE: (602) 953-6377 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE , E3.10 ENLARGED FITTING ROOM ELECTRICAL PLANS FROM APPROACHING PEDESTRIAN WAYS. E4.00 AUDIO PLAN �'�+' ' 2. ALL REQUIRED DOORWAYS SHALL BE 3'-0" x 6'-8" (MINIMUM). CONSULTANTS 3. HAND ACTIVATED DOORS SHALL BE OPERABLE WITH SINGLE EFFORT TYPE E4.20 F.R.M. SYSTEM DETAILS HARDWARE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. ? E5.00 ASSET PROTECTION PLAN 4. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 341 MIN, E6.00 ELECTRICAL DETAILS ARCI-1ITECT OF RECORD AND 48" MAX. ABOVE THE FLOOR. >> ...... r,gu d :' �. i E6.10 ELECTRICAL DETAILS 5. EACH SIDE OF AN ENTRANCE SHALL BE LEVEL WITH AN AREA IN THE DIRECTION OF ONYX CREATIVE THE DOOR SWING OF AT LEAST 60" AND A LENGTH OPPOSITE THE DIRECTION OF m. : . _ E6.1I ELECTRICAL DETAILS CI-IRISTOPI-IER F. MIERKE, ARCHITECT THE DOOR SWING OF 48" AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THETINE. FSE PROTECTION 25001 EMERY ROAD #400 DOOR IN ITS CLOSED POSITION. FP2.00 FIRE PROTECTION PLAN CLEVELAND OHI 44128 6. THRESHOLD AT DOORWAYS SHALL NOT EXCEED 1/2" IN HEIGHT. RAISED THRESHOLD PHONE: 216 } 223-3200 AND FLOOR LEVEL CHANGES BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A ,, -=...= ( ) M1.00 MECHANICAL SPECIFICATIONS SLOPE NO GREATER THAN I:2. FAX (216) 223-3210 7. MAX. EFFORT TO OPERATE INTERIOR DOORS SHALL NOT EXCEED 5 LBS. WHEN FIRE •.- „ - M1.01 MECHANICAL SPECIFICATIONS PROJECT ARCHITECT: CI-IRIS MIERKE DOORS ARE REQUIRED MAX. EFFORT MAY BE INCREASED TO MINIMUM RATING OF CODE SYNOPSIS PROJECT DATA M1.02 MECHANICAL DETAILS - SEISMIC E-MAIL: cmlerke@OnyXGreatlVe.Com FIRE CODE. 1 8. FLOORS TO BE SLIP-RESISTANT, WITH A SLIP COEFFICIENT OF .6 OR HIGHER. 1 9. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE NOT LESS THAN M1.20 MECHANICAL SCHEDULES AND LOAD CALCS ENGINEER OF RECORD 3'-0" NOR MORE THAN 4'-0" ABOVE THE FLOOR OR WORKING PLATFORM. M2.00 MECHANICAL PLAN 10. BOTTOM OF THE MIRROR @ H.C. FITTING ROOMS SHALL BE LOCATED WITHIN 18" OF STORE TYPE ABERCROMBIE $ FITCH BLUESTREAK CONSULTING THE FLOOR. LOCATION: WASHINGTON SQUARE, SPACE 1306 M6.00 MECHANICAL DETAILS 25001 EMERY ROAD #400 11. HEIGHT OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48" FROM THE FLOOR. LEVEL: I OF 1 M6.01 MECHANICAL DETAILS CLEVELAND, OP 44128 12. GRAB BARS, FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS. POINT LOAD BEARING SHEAR AND TORSION. BULDING OCCUPANCY USE GROUP: M-MERCANTILE Puq PHONE: (216) 223-3200 13, WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON THE WIDE SIDE OF TOILET P1.00 PLUMBING SPECIFICATIONS FAX: (216) 223-3210 THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 LBS. CONSTRUCTION CLASSFICATION 213 - FULLY SPRINKLED P2.00 PLUMBING PLAN AND DETAILS PROJECT MANAGER: PETE FITZGERALD 14. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 15" MIN. (18" IN CALIFORNIA) APPLCABI F CODES: E-MAIL: pfitzgerald@bluestreak-cansulting.com FROM SIDEWALL WITH RIM OF SINK NO HIGHER THAN 34" FROM FINISH FLOOR. BUILDING: 2014 OREGON STRUCTURAL SPECIALTY CODE (055G) 15. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE MECHANICAL: 2014 OREGON MECHANICAL SPECIALTY CODE (OMSC) WRIST AND AN OPERATING FORGE NOT EXCEEDING 5 LBS. PLUMBING: 2017 OREGON PLUMBING SPECIALTY CODE (OPSC) 17. WATER SELF-CLOSINGLVALVES LL TO REMAIN OPEN FOR AT LEAST 10 SECONDS.01ELECTRICAL: 2017 OREGON ELECTRICAL SPECIALTY CODE (OESC) PROJECT SCOPE 17. WATER COOLER SHALL CONFORM TO REQUIREMENTS OF THE ADA 2010. 18. HOT WATER PIPES UNDER LAVATORY SHALL BE INSULATED PER PLUMBING FIRE: 2016 OREGON FIRE CODE SPECIFICATIONS. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THIS PROJECT SCOPE OF WORK CONSISTS OF A NEW ABERCROMBIE AND LAVATORY. 19. TOILET PAPER DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS THE ENERGY: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) FITCH IN AN EXISTING +/-5,500 SF TENANT SPACE (SODA FURNITURE). AREA CALCULATIONS THE NEW STORE WILL BE ENTIRELY NEW INCLUDING INTERIOR WALLS, DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. THE OUTLET OF ACCESSIBILITY: 2014 OREGON STRUCTURAL SPE=CIALTY CODE (OSSC) ICG/ANSI A117,1 INITER IOR MALL STOREFRONT, CEILING FINISHES AND DEVICES, FLOOR THE DISPENSER SHALL NOT BE LOCATED BEHIND GRAB BARS. FINISHES, LIGHTING, ETC. THE EXISTING STRUCTURE WILL REMAIN ACCESSBLITY REQURENENTS. UNCHANGED AND MECHANICAL AND ELECTRICAL SYSTEMS WILL BE GROSS AREA - 5, .4 4 SQ. FT . ACCESSIBLE TO THE PHYSICALLY HANDICAPPED IN ACCORDANCE WITH ICC/ANSI A117.1 MODIFIED ACCORDINGLY. GROSS SALES AREA - 4, X57 SQ. FT . RESPONSIBILITY SCHEDULE NOTES OCCUPANT LOAD: 3,728 /60 = 63 SALES \ I AREA/300 = 3 NON-SALES GROSS NO -SALES AREA - 857 SQ. FT. 1. NON-SALES ROOMS INCLUDE RESTRooMS, OFFICE AND STOCK AREA U.N.O. FpcTU66 TOTAL rII L. F 2. SALES ROOMS INCLUDE MEN'S SALES, WOMEN'S SALES, FITTING ROOMS, SEASONAL, �M PLUMING RES DEFERRED SUBMITTALS L NEAR FEET OF STDREFRO\IT - 3G11 _J BOUTIQUE=, DI=NIM, LOUNGE, ETC. THE MALL HAS PROVIDED PUBLIC RESTROOM FACILITIE=S. RESTROOMS PROVIDED WITHIN 3. ALL OWNER SUPPLIED MATERIALS (DSM) ARE FURNISHED TAILGATE DELIVERY ONLY. TENANT SPACE ARE FOR EMPLOYEES ONLY. THE GC IS RESPONSIBLE TO UNPACKAGE, COUNT AND INSPECT FOR DAMAGE ALL THIS SET IS INCLUSIVE OF ALL OSM. THE GC SHALL TRANSPORT ALL OWNER- SUPPLIED MATERIALS FROM THE WATER CLOSETS: 1 REQUIRED FIRE SPRINKLER SYSTEM DESIGN CALCULATIONS 4 PLANS POINT OF OFF-LOAD TO THE JOBS'TE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR OTHER LOCATION AS COORDINATED WITH AND LAVATORIES: 1 REQUIRED DESIGN UPDATES THROUGH. DIRECTED BY THE LANDLORD. REPORT DISCREPANCIES, DAMAGES OR MISSING ITEMS TO OWNER'S CONSTRUCTION MANAGER WITHIN 48 HOURS OF RECEIPT. URINALS: 0 MATERIAL OF QUESTIONABLE QUALITY 15 NOT TO BE INSTALLED. OTHERWISE= IT WILL DRINKING FOUNTAINS: (1) WATER COOLER SHALL BE PROVIDED RFI #..JJ�� 0000 BE REPLACED AT CONTRACTOR'S EXPENSE. G.G. 15 TO RECEIVE AND INSTALL ALL SEPARATE SUBMITTALS OWNER SUPPLIED MATERIALS, AS SHOWN IN DRAWINGS, DESCRIBED IN MOP/SERVICE 51NK: (1) PROVIDED EXCLUDING RFI #: XX, XX, XX SPECIFICATIONS AND/OR AS DIRECTED BY OWNER'S CONSTRUCTION MANAGER. 4. THE G.C. IS RESPONSIBLE FOR DAMAGE, LOSS, THEFT OR DESTRUCTION OF ALL OWNER-FURNISHED MATERIALS. THE CONTRACTOR WILL BE BACK-CHARGED THE FRE PROTECTION DEMISING WALL - 1 HOUR MASTER SET DATE: OCTOBER 2018 FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES. REVIEW SPECIFICATIONS FOR ADDITIONAL INFORMATION. SALES / NON-SALES WALL - 0 HOUR OFFICE COPY 5. G.G. TO COORDINATE THEIR INSTALLATION OF OWNER SUPPLIED MATERIALS SALES / NON-SALES DOOR - 0 HOUR DIRECTLY OWNER'5 VENDORS. THIS PERTAINS TO DELIVERY, SCHEDULE AND CEILING - 0 HOURINBID ISSUE DATE 1 -25 -201 COLUMNS - 0 HOUR CITY OF TIGARD SERVICE CORRIDOR WALL 1 HOUR FOR CODE COMPLIANCE SERVICE CORRIDOR DOOR 45 MIN. Approved: l REVISIONS A INDICATES REVISION TO SHEET ON DRAWING INDEX SPRINKLERED: AN APPROVED AUTOMATIC OTC: ( l • _ SPRINKLER SYSTEM SHALL BE Pcrmft#1 264aaQ1 c_ _. REV. NO. DATE COMMENTS PROVIDED �" "� „ SMOKE EVACUATION SYSTEM: N/A Address: Z S�,. I�,.ro.rt+t,q 4ai ,_ p Suite#: FLAME SPREAD REQUIREMENTS FOR GROUP 'M' SPRINKLERED By: ----}__\ Date: - � EXIT ENCLOSURES AND EXIT PASSAGEWAYS: MIN. CLASS B )� CORRIDORS: MIN. CLASS C ROOMS AND ENCLOSED SPACES: MIN. CLASS C ,, a 0 o0 EGRESS REQURENENTS: (2) EXITS REQUIRED - (2) EXITS PROVIDED VALIDITY OF PERMIT TRAVEL DISTANCE: 200' MAX. THE ISSUANCE OFA PERMIT ,� ' O EGRESS PATHWAY: 36" CLEAR BASED ON CONSTRUCTION REV f S ON DIRECTIVE KEY / =- DOCUMENTS AND OTHER • ,22 DATA SHALL B.D. - BUILDING DEPT. DIRECTIVE � �`� �'`� � �. o f.. Q THE CODE T.D. - TENANT DIRECTIVE / f�H T1 �'�' tr co REQUIRING THE CORRECTION i : .._ NOTE: OF ERRORS.ossC�os.4 G.C. - GENERAL CONTRACTOR DIRECT VE _ -�'- „ �,i,�,r = c. ,S� l ENTIRE SALES 4 NON-SALES AREA OF THE STORE IS TO RECEIVE AUTOMATIC FIRE L.D. - LANDLORD DIRECTIVE CLE\EL.k'dD, Oil SPRINKLER PROTECTION A5 PER APPROVED FIRE PROTECTION PLANS. MALL DESIGNATED CONTRACTOR TO BE USED WHEN REQUIRED. , z USAGE HISTORY: RETAIL 4 OF w PROPOSED USE: "ABERCROMBIE 4 FITCH" RETAIL SALES IS TO BE USED m EXCLUSIVELY FOR MENS AND WOMENS APPAREL RETAIL SALES E 0 `u ¢s ,.... TITLE SHEET U{ :.U , , E m ., G 4 A0.00 ,. .3 7 O Plot date: 24 January 2019 SECTION 01 1000 - SUMMARY Menager as outlined in the Owner's 'SCR Process' document. SECTION 01 3100 - PROJECT MANAGEMENT AND COORDINATION d. Use of premises restrictions. 13. Action Submittals: Project Manager will review each submittal, make marks to indicate corrections or revisions requirr,d, and E. Contractor is responsible for protecting 05M's from damage during storage aid haidling, including damage from exposure to the E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to return it. Construction Manager will sta-np each submittal with on action stamp aid will mark sternp appropriately to indicate PART 1 GENERAL PART 1 GENERAL elements. Proceed, Substantial Completion, and final completion. action. 1.01 SUMMARY 1.01 SUMMARY . • F. If OSM's cre damaged as a result of the contractors operations, contractor shall repair or replace them. F. Coordinate with Owner's Construction Schedule, including all OSM delivery and Owner Vendor install milestones. C. Informdiatal Submittals: Project Manager will review each submittal and will not retum it, or will return it if it does not 4 A. Section Includes: A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the comply with regyirements. Construction Manager will forward each submittal to appropriate party. if-A G. Contractor shall be responsible for cost of ay off site storage aid or freight end shipping charges if he is unable to accept 1. Project information. following: D. Incomplete submittals are unacceptable, will be considered nonresponsive, aid will be returned for resubmitted without review. deliveries of OSM's 2. Work covered by Contract Documents. 1. Coordination drawings. SECTION 01 3300 - SUBMITTAL PROCEDURES E. Submittals not required by the Contract Documents may not be reviewed aid may be discaded. 3. Work under contracts. 2. Requests for Clarification (RFC) PART 1 GENERAL li. 4. Access to site. SECTION 01 2500 - SUBSTITUTION PROCEDURES 3. Regyests for Information (RFI) 101 SUMMARY SECTION 01 4000 - QUALITY REQUIREMENTS 0 5. Coordination with occuperts. PART I GENERAL 4. Site Visits A. Section includes reqpirements for the submittal schedule and administrative end procedural recpirements for submitting Shop 6. Work restrictions. 1,01 SUMMARY 5. Site Communication Report (SCR) Drawings, Product Data, Samples, and other submittals. PART 1 GENERAL 7. Specification and drawing conventions. A. Section includes administrative aid procedural requirements for substitutions. 6. Action Items 13. Related Requirements: 1,01 SUMMARY 8. Miscelloneous provisions. B. Substitutions are not permitted in the Bid Process. Substitutions are cnly permitted to be submitted for consideration in the 7. Submittals 1. Section 013200 'Construction Progress Documentation' for submitting schedules end reports, including Contractor's constructice A. Section includes administrative end procedural reqpirements for qpality assurcnce and qyality ontrol. 5. Related Reqpirernents: event that what was specified is not available or will significently impact the construction time line, Substitutions will be B. Related Requirements: schedule. B. Testing and inspecting services are required to verify complicnce with reqpirernents specified or indicated. These services do not submitted to the Owners Project Manager at their discretion. 2. Section 017823 'Operation aid Maintenance Data" for submitting operation and maintenalce mcnuals. relieve Coetractor of responsibility for complier= with the Contract Document reg,uirements. 1. See "Owner's Stondard General Conditions for Construction' for additional information. 1. Section 011200 "Contract Summary" for a descripticn of the division of work crnaig separate contracts aid responsibility for C. Relded Requirements: coordindion activities not in this Section. 3. Section 017839 'Project Record Documents" for submitting record Drawings, record Specificdions, and record Product Dda. 1. Specified tests, inspections, and related actions do not limit Contractor's other wality-assurance aid -control procedures that 2. See Owners "General Contractor Guidebook' for additional information. ABERCROMBIE & FITCH CO. 1. Section 016000 'Product Reqpiremente for reqpirements for submitting comparable product submittals for products by listed facilitate complicnce with the Contract Document requirements. 1.02 PROJECT INFORMATION 2. Section 017300 'Execution' for procedures for coordinding general installdion cnd field-engineering services, including 4. Section 017900 IDemonstrdion end Training" for submitting video recordings of demonstrdicn of equipment crd training of mcnufacturers. establishment of benchrncrks and control points. Owner's personnel. 2. Requirements for Contractor to provide quality-assurance end -control services required by Owner, Ccnstruction Manager, or 6301 FITCH PATH A. Owner: Abercrombie 4 Fitch authorities having jurisdiction are not limited by provisions of this Section. NEW ALBANY, OHIO 43054 2. See Owners '14.12 Shop Drawing, Product Data, Scrnples cnd Other Submittals." as provided by Owner. 3. Refer to procedures indicated in the 'Owners Stcridcrd General Conditions for Construction' provided by the owner. 5. See Section 4.11 aid 4.12 and all related subsections in the 'Owners Standard General Conditions for Construction' 1. Owner's Representative: Project Mcrager. Refer to =tact information on drawings cover sheet. 3. Specific test ond inspection rewirements are not specified in this Section. 614-283-6500 3. See Owners "11.1 Standards of Quality.' as provided by Owner. 4. Owner's "RFI-RFC Process Document' 1.02 DEFINITIONS B. Architect: Refer to contact information on drawings cover sheet. 4. See Section 11 "Quality Control' in the 'Owner's Standard General Conditicns for Construction'. 4. See Owner's 'Submittal Process' document. C. Designer: Refer to contact information on drawings cover sheet. 5. Owner's "SCR Process Document' A. Action Submittals: Written aid graphic information and physical scrnples that reqpire Project Mmager's responsive action. 1.02DEFINITIONS 1.02 DEFINITIONS D. Project Web Site: www.expesite.com/website/ ; A project Web site administered by the Owner will be used for purposes of 6. Owner's "Expesite File Structure" document B. Informational Submittals: Written end graphic information and physical scrnples that do not require Project Mcnager's respcnsive A. Quality-Assurcric,e Services: Activities, actions, ond procedures performed before aid during execution of the Work to guarl against A. Substitutions: Chatges in products, mderials, equipment, aid methods of construction from those required by the Contract action. Submittals may be rejected for not complying with requirements, managing communication end documents during the construction stage. 7. Owner's 'GC Sub-Contractor List' ternplate defects aid deficiencies aid substantide that proposed ccnstruction will ccrnply with requirements. Documents aid proposed by Contractor, 1.03 ACTION SUBMITTALS 1.03WORK COVERED BY CONTRACT DOCUMENTS 1.02 DEFINITIONS 13. Quality-Control Services: Tests, inspections, procedures, and related actions during aid after execution of the Work to evaluate 1.03 ACTION SUBMITTALS A. The Work of Project is defined by the Contract Documents end consists of the following: A. RFC: Re.quest from Owner, Project Mcnager, or Contractor seeking information required by or clarifications of the Contract A. Submittal Schedule: Submit a schedule of submittals, erranged in chronological order by dates rewired by construction schedule. that actual products incorporated into the Work aid completed construction comply with rapirements. Services do not include A. Substitution Requests: Submit, via Expesite, each request for considerdicn. Identify product or fabrication or installdicn method Include time required for review, ordering, manufacturing, fabricatior, and delivery when establishing dates. Include additional time 1. The project consists of construction of a new or modifications to an existing Abercrombie 4 Fitch, A4F Kids, I4ollister, or Documents prior to bid award. Also includes Owner directed chcriges to the construction documents. contract enforcement activities performed by Construction Monager. to be replaced. Include Specification Secticn number cnd title aid Drawing numbers and titles, required for making corrections or revisions to submittals noted by Project Mmager cud additional time for handling end reviewing Gilly 1-licks retail store, including all construction, mechanical, plumbing, electrical, structural work, aid all wcrk shown and 5. RFI: Reg/est from Owner, Project Mcnager, or contractor seeking information rewired by or clarifications of the Ccntract C. Preconstruction Testing: Tests ond inspections performed specifically for Project before products cnd materials ore incorperated I. Substitutim Request Form: Utilize Expesite submittal task for all submittals. submittals required by those corrections, implied in the construction documents. Documents after bid award. Also includes Owner directed changes to the construction documents. into the Work, to verify perforrnance or ca-nplicrice with specified criteria. 1- o E B. Type of Contract. 2. Documentaticre Show complicnce with requirements for substitutions ad the following, as applic,able: C. SCR: Notification From Owner or contractor communicating issues with delivery, quality end quaitity of Owner Supplied Materials. 1.04SUBMITTAL ADMINISTRATIVE REQUIREMENTS D. Product Testing: Tests and inspections that cre performed by cn NRTL, cn NVLAP, or a testing agency qualified to conduct (o) 0 0 ''' 06 a. Statement indicating why specified product or fabrication or installation caret be provided. A. Architect's Digital Data Files: Electronic copies of digital data files of the Contract Drawings will be provided by Architect for I, Project will be constructe.d under a single prime contract. 1.03 INFORMATIONAL SUBMITTALS product testing and acceptable to authorities having jurisdiction, to establish product performer= aid complicrce with specified to a I.04ACCESS TO SITE b, Coordindion informdion, including a list of chenges or revisions needed to other perts of the Work end constructicn to A. Subcontractor List: Prepere a written sirnmcry identifying individuals or Firms proposed for each portion of the Work, including Contractor's use in prepering submittels. recpirements. 1.1.i -5 -',-,7, U) co a) be performed by Owner end or separde contractors that will be necessary to cocommodde proposed substituticn. 1. Digital data drawing files will be available for download from the Expesite projects folder, or by specific request to the E. Source Quality-Control Testing: Tests aid inspections that are performed d the source, e.g., plcrit, mill, factory, or shop. I- " - A. Gaieral: Catractor shall have full use of Project site for construction operdions during construction period. Contrador's use of those who are to fumish products or expipment fabricated to a special desir. Refer to Section 5 of the "Owners Stenderd -0- :.-r ° c. Detailed comparison of significent wialities of proposed substitution with those of the Work specified. Include annotated Architect of Record of the Contrat Drawings for use in preparing Shop Drawings aid Project Record drawings. x Project site is limited only by Laidlord or Owner's right to perform work. Refer to Section 4.13 of the "Owner's Stardard General Conditicns for Construction" document for full details. F. Field Quality-Control Testing: Tests aid inspections that are performed on-site fcr installation of the Work aid for completed ett or ,, 0 copy of applicable Specification Section. Sirificcrt qualities may include attributes such as performance, weight, size a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to Work. o i cc .0 0 General Conditims for Construction' for additional information. 1.04GENERAL COORDINATION PROCEDURES durability, visual effect, sustainable design characteristics, warn:rites, aid specific features aid requirements indicatCd. the Contract Drawings. >,(-5 ,,, G. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shell mean the sane as B. The contractor shall visit the site prior to submittal of bid to determine conditicns affecting the work. Any items which cre not Indicde devidions, if aty, from the Work specified. A. Coordindion: C,00rdinate construction operdions included in different Sections of the Specifications to ensure efficient and orderly 0 a-, o B. Coordindion: See Section 4.11 cnd 4.12 cnd all related subsections in the 'Owners Standard General Conditions For Construction" testing agency. E -ci covered in the bid documents shall be listed separdely end qualified in the contractor's bid. Submittal of bid shall serve as installdion of each pert of the Work. C,00rdinde construction operdions, included in different sections that depend on each other (--) d. Product Data, including drawings cnd descriptions of products and fabrication cnd installdion procedures. for submittal process. H. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as al employee, Subcontractor, or Cr '-`1 0% eo evidence of knowledge of existing conditions aid cry modifications which cre required to meet the intent of the drawings aid for proper installation, connecter, aid operation. e. Scrnples, where applicable or requested. C. Electronic Submittals: See Section 4.11 aid 4.12 aid all related subsections in the "Owners Standard General Conditions for Sub-subcontractor, to perform a particular construction operation, including installation, erection, application, and similar - a) (NI specifications. Failure to visit the site does not relieve the contractor of responsibility in performance of work 1. Schedule construction operations in sequence required to obtain the best results where installation of one pert of the Work ‹C g ,:1') oacNi f. Certificates aid qualification data, where applicable or requested. Construction' for submittal process. operations. Lr) - C. Use of Site: Limit use of Project site to areas within the Contract limits indicated. Do not disturb portions of Project site depends en installdion of other components, before or after its own installatien. , co co Z---a beyond areas in which the Work is indicated. g. List of similar installcrticns for completed projects with project ncmes and addresses aid ncrnes end addresses of 2. Coordinate installdion of different components to ensure maximum perfermance end accessibility For re,cpired maintencnce, 1. Assemble complete submittal package into a single indexed file incorpording submittal rewirements of a single Specification 1. Use of trade-specific terminolog in referring to a trade or entity does not require thd certain construction activities be crchitects aid Owners. Section and traismittal form with links enabling navigation to each item. performed by accredited or unionized individuals, or that reqpirements specified apply exclusively to specific trade(s). 113G ILLI 1. Driveways, Walkways end Entrcnces: Keep driveways loading creas end entrcrx,es serving premises clear end available to service, and repair. Landlord, Lendlords employees, patrons, and emergency vehicles at all times. Do not use these areas for pa-king or storage h. Material test reports from a qyalified testing agency indicating end interpreting test results for compliance with 3. Make adequate provisions to accommodate items scheduled for later installdien. 2. Provide means for insertion to permanently record Contractor's review arid approval markings and =ton taken by Construction 1, Experienced: When used with at entity or individual, "experiericed" mem& having successfully completed a minimum of five ua he of materials. rapirernents indicated. Mmager. previous projects similcr in nature, size, aid extent to this Project; being fcrnilior with special reqpirements indicated; aid having I 13. Prepare memoranda for distribotion to each party involved, outlining special procedures rewired for coordination. Include such a. Schedule deliveries to minimize use of driveways and entrances by construction operations. i. Detailed comparison of Contractor's censtructien schedule using proposed substitution with products specified for the items as reqpired notices, reports, aid list of attendees at meetings. 3. Transmittal Form for Electronic Submittals: Use electronic forms provided on the Owners website at complied with re/Oren-lents of authorities having jurisdiction. a. Ce Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided www.expesite.com/website/ 1.03CONFLICTING REQUIREMENTS 0 Lij b. Schedule deliveries to minimize space and tirne requirements for storage of materials end equipment on-site. 1. Prepare similar memorenda for Owner aid separate ccntractors if coordindion of their Work is required. within the Contract Time, include letter from manufacturer, en manufacturer's letterhead, etding dde of receipt of D. Options: Identify options requiring selection by Owner. A. Referenced Stendads: If complier-Ice with two or more stmdcrds is specified end the staidords establish different or conflicting Ism ISM D. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weather tight condition C. Administrative Procedures: Coordinate scheduling and timing of required administrdive procedures with other constructioi activities purchase order, lack of availability, or delays in delivery. reqpirements for minimum wantities or cpality levels, comply with the most stringent reqpirement Refer conflicting requirements throughout construction period. Repair dcrnage caused by construction operations. end activities of other sub-contractors to avoid conflicts end to ensure orderly progress of the Work. Such administrative E. Deviations: Identify deviations from the Contract Documents on submittals, j. Cost information, including a proposal of chaige, if any, in the Contract Sum. that are different, but apparently equal, to Construction Manager for a decision before proceeding. (I) 2 1.05 COORDINATION WITH OCCUPANTS activities include, but ore not limited to, the following: F. Resubmittals: Make resubmittals in same form aid number of copies as initial submittal. Irg k. Contractor's certification that proposed substitution complies with requirements in the Coetract Documents except as B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or A. Full Laidlord Occupancy: Landlord will occupy existing ad jacent talent spaces/building(s) crd units during entire construction period. I. Prepardion of Contractor's construction schedule. 1. Note dde and catent of previous submittal. indicded in substitution rapest, is compdible with related mderials, cnd is appropriate for applications indicded. performed, The actual installdion may comply exactly with the minimum quantity or quality specified, or it may exceed the I • Cooperate with Landlord during construction operations to minimize anflicts aid facilitate Landlord usage. Perform the Work so as 2. Frepa-ation of the schedule a values. 2. Note dde cnd content of revision in label or title block and cleorly indicate extent of revision. not to interfere with Landlords day-to-day operations. Maintain existing exits unless otherwise indicated. I. Contractor's waiver of rights to additional payment or time that. may subsequently become necessary because of failure 3. Delivery and processing of submittals. 3. Resubmit submittals until they are marked with approval notation from Construction Manager's action stamp. minimum within reasonable limits, To comply with these rapirements, indicded numeric values are minimum or megimum, as (a) Um appropriate, for the context of rewirements. Refer uncertainties to Construction Ma-lager for a decision before proceeding. of proposed substitution to produce indicated results. 1. Maintain access t,o existing walkways, corridors crd other adjacent occupied or used facilities. Do not close or obstruct 4. Progress meetings. G. Distributim Furnish copies of final submittals to mcnufacturers, subcontractors, suppliers, fabricators, installers, authorities 1.04INFORMATIONAL SUBMITTALS walkways, corridors, or other occupied or used' facilities without written permission from Lcndlord and appreval of authorities 3. Owner Action: If necessary, Owner will request additional inforrndion or documentation for evaludion of a reqpest for having jurisdiction. substitution. Owner will notify Ccntractor through Expesite submittal task of =eater= or rejection of proposed substitution. 5. Project closeout activities. having jurisdiction, and others as recesscry for performance of construction activities. Show distribution on 'cm-Ismael Forms. A. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of 2. Notify Lardlord not less thai time reqpired by tenant criteria/ construction mmual in oda:nee of activities that will affect a. Forms of Acceptance: Approval of Expesite submittal task by Owner. 6. Stcrtup and ad justment of systems. 14. Use for Construction: Retain complete copies of submittals on Project site, Use only final action submittals that are marked with responsibility sent to authorities homing jurisdiction before stating work on the following systems: Landlords operations. b. Use product specified if Owner does not issue a decision on use of a proposed substitution within time allocated. 1.05REQUESTS FOR CLARIFICATION (RFC5) approval notation from Construction Manager's action starp, PART 2 PRODUCTS 1. Seismic-force-resisting system or designated seismic system. • 1.06WORK RESTRICTIONS 1.04QUALITY ASSURANCE A. General: Immediately upon discovery of the need for additional information or interpretation of the Contract Documents prior to 2. Main wind-force-resisting system or a wind-resisting component. cz 2.01 SUBMITTAL PRCXEDURES bid completion, Contractor shall prepare end submit en RFC to the Owner's Procurement Menager. ca I-U A. Work Restrictions, General: Comply with restrictions on construction operations. A. Compatibility of Substitutions: Investigate aid document compatibility of proposed substitution with related products aid materials. B. Testing Agency Qualificatiers: For testing agencies specified in "Quality Assurance" Article to demonstrde their capabilities end 1- > 1. Comply with limitations on use of public streets aid with other reqpirernents of authorities having jurisdiction. Engage a qualified testing agency to perform cornpdibility tests recommended by menufacturers. 1. Owner will only accept RFC5 submitted by bidding General Contractors ond Owner Suppliers. Owner will retum RFCs submitted A. General Submittal Procedure Requirements: experience. Include proof of qualifications in the form of a recent report en the inspection of the testing agency by a recognized LU 0 - 1- > 4 0 B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Landlord or other tenants unless permitted PART 2 PRODUCTS by other entities controlled by Contractor with no response. 1. Post electronic submittals as PDF electronic files as directed by owner specifically established for Project. authority. cz i5 I- LC) under the following conditions aid then only after providing temporcry utility services according to requirements indicated: 2.01 SUBSTITUTIONS 2. Coordinate end submit RFCs in a prompt manner to avoid delays in Contractor's bid submittal. a. Project Manager will retum anotated file. Arnotde and retain one copy of file as al electronic Project record document file. 1.05REPORTS AND DOCUMENTS a_ ai z at w 0 p 1, Notify Tenant and landlord not less than time req,uired by tencnt criteria/ construction mcnual in advance of proposed utility A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for charge, but not later than 15 days 3. RFCs are only used during the open bid process. Once bid is conplete and contract is awarded, cicrifications are mcroged A. Test aid Inspection Reports: See Section 11 "Quality Control' subsection 11.3 'Tests' in the "Owners Standcrd General Conditions n 0 Lu -6 133 interruptions. prior to time required for preperation aid review of related submittals. through the RFI process. 2. Submit electronic submittals via www.expesite.com/website/ as PDF electronic files. . for Constructien". ka> _1 > co 13 z F. F- < 1.-- ca, 2. Obtain Landlords written permission before proceeding with utility interruptions. 1. Conditions: Owner will consider Contractor's request for substitution when the following cenditions are satisfied: B. Bidding General Contractors aid Owner Suppliers cre to submit RFCs per the Owner's process. a. Project Mcnager will return ennotded file. Amotate and retain one copy of file as cn electronic Project record 5. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications inspection reports, ,,.., 0 Z ry 0 _1 document file. z-i oi 1 al La P C. Noise, Vibrdion, ond Odors: Coordinate operdions thd may result in high levels of noise and vibrdion, odors, or other disruption a. Rapested substitution is consistent with the Contract Documents cnd will produce indicded results. C. The deadline to submit an RFC is outlined in the bid invitation end Owner's process documents. releases, jurisdictional settlements, notices receipts for fee payments, judgments, correspondence, record's, aid similar 3 W L14 6 z 3. Certificates and Certifications Submittals: Provide a statement that includes sirature of entity responsible for preparing documents, estoblished for compliance with'standards aid regulations bearing on performcrce of the Work. co-6 I- 0 E li to Lcridlord or adjacent tenant. b, Requested substitution will not adversely affect Contractor's caistruction schedule, D. All RFCs must reference an index of applicable drawings end cry relevant detail(s). The RFC email subject line should be certification. C,ertificates and certifications shall be signed by at officer or other individual authorized to sir docurnents on I. Comply with the limitations indicated in the tenant criteria / construction mcnual. c. Reqpested substitution has received necessary approvals of authorities having jurisdiction. labeled by Store # ) mall/center nerne RFC title/description. The RFC document should be titled the sane as the subject. The behalf of that entity. 1.06QUALITY ASSURANCE ' 1 , 1 6 6 0 6 email should ham the RFC question copied aid pasted into the body of the email. A. General: Qualifications paragraphs in this article establish the minimum walification levels reqpirecl; individual Specification Sections D. Controlled Substaices: Use of tobaaco products and other controlled substances within the existing space is not permitted. d. Requested substitution is compatible with other portions of the Work. a. Provide a digital sicrature with digital certificate on electronically-submitted certificates and certifications where rEi ki _i 1.07SPECIFICATION AND DRAWING CONVENTIONS e. Reqpested substitution has been coordinded with other portions of the Work. E. The Procurement Manager will review each RFC to ensure completeness and number the RFC. The Procurement Manager Will indicated. specify additicnal rewirements. assign a number to each new RFC aid will also maintain an RFC log for each project which will track RFC submissions and B. Manufacturer Qualificatirs: A firm experienced in manufacturing products or systems similar to those indicated for this Project A. Specification Content: The Specifications use certain conventions for the style of lenguage and the intended marling of certain f. Rewested substitution provides specified warraity. responses. b. Provide a notarized stctement on original paper copy certificdes and certificdions where indicded, aid with a record of successful in-service performance, as well as sufficient production capacity to produce re,qpired tnits. terms, words, and plTases when used in particular situdions. These conventions are as follows: g. If requested substitution involves more then cne contractor, reqpested substitution has been coardinded with other F. The Procurement Manager will determine who is responsible for answering each RFC within 12 hours of re,ceipt. An email from B. Product Data: See Section 4.11 and 4.12 and all relded subsections in the 'Owners Standard General Conditions for Construction' C. Fabricator Qualificdions: A firm experienced in producing products similar to those indicated for this Project end with a record of 1. Imperative mood and streamlined lcrgutage are generally used in the Specifications. The words "shall,' 'shall be,' or 'shall portions of the Work, is uniform end consistent, is compatible with other products, aid is acceptable to all the Procurement Mcroger will be sent confirming receipt of the RFC. for submittal process. successful in-service performance, as well as sufficient production capacity to produce required units. comply with,' depending on the context, are implied where a colon (:) is used within a sentence or phrase. contractors involved. G. All RFCs must be responded to within 24 hours. If an RFC cannot be answered within 24 hours the distribution list must be C. Shop Drawings: See Section 4.11 aid 4.12 aid all related subsections in the l'Ouners Staidcrd General Conditions for Construction" D. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and 2. Specification reqpirements are to be performed by Contractor ',Hess specifically stated otherwise. 5, Substitutions for Convenience: Not allowed. notified via email. for subrnittal process. extent to thd indicded for this Project, whose work has resulted in construction with a record of successful in-service B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications. 14. Upon receipt of each RFC answer, the Procurement Manager will update the RFC Log and post the response to Expesite Bid D. Samples: See Section 4.11 and 4.12 and all related subsections in the 'Owners Stendard General Conditions for Construction' for performance. 2 C. Drawing Coordindion: Requirements for mderials and products identified on Drawings cre described in detail in the Specifications. SECTION 01 2600 CONTRACT MODIFICATION PROCEDURES Portal. submittal process. E. Professicnal Engineer Qualificdions: A professional engineer who is legally q,ualified to practice in jurisdiction where Project is g One or more of the following are used on Drawings to identify mderials and products: I. All RFCs that reqpire drawing charges will be included in the construction revision. E. C,00rdindion Drawings Submittals: Comply with reqpirements specified in Se,ction 013100 "Project Management end Coordindion." located orid who is experienced in providing engineering services of the kind indicded. Engineering services are defined as those PART 1 GENERAL 1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections. J. Bidding GCs and Suppliers are to refer to the final RFC number incorporated in their bid on the quote F. Contractor's Construction Schedule: Comply with requirements specified in Secticr 013200 "Construction Progress Documentation." performed for installations of the system, assembly, or products that cre sit-tiller in material, design, end extent to those 1,01 SUMMARY 2. Abbrevidions: Mderials crd products cre identified by abbrevidions scheduled on Drawings. 1.06REQUESTS FOR INFORMATION (RFIS) G. Applicdion for Payment and Schedule of Values: Comply with requirements specified in Section 012900 "Payment Procedures. indicated far this Project. A. Section includes administrative aid procedural reqpirements for hcridling and processing Contract modifications. 3. Keynoting: Mderials and products are identified by reference keynotes referencing Specificaticr Section numbers found in this A. General: Immediately on discovery of the need for additional informdion or interpretation of the Contract Documents after bid 14. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with reqpirements specified in Section F. Specialists: Certain Specification Sections require that specific construction activities shall be performed by entities who cre 5. Related Requirements: Project Mcnual. recognized experts in those operdions. Specialists shall satisfy walificdion reqpirements indicde,c1 and shall be engaged for the award, Contractor shall prepare and submit cn RFI in the form specified on the website (www.expesite.com/website/ ) to the 014000 "Quality Requirements.' 1.08 CONFI LAGTING INFORMATION 1. Conferm to procedures as indicated in the "Owner's Standard General Conditions for Construction' provided by the Owner. Project Ma-lager. activities indicated. 1. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 017700 'Closeout A. If conflicting information is found between specifications aid drawings, contact the owner and Project Manager immediately before 2. Refer to Owner's 'RC.° aid Cherge Order Process' docement for additional information. 1. Owner will only accept RFIs submitted by General Contractors and Owner Suppliers. Owner will return RFIs submitted by Procedures.' 1. Requirements of authorities having jurisdiction shall supersede requirements for specialists. proceeding with any work. 3. Refer to Owner's "RFI Process" document for additional informdion. other entities controlled by Contractor with no response. G. Testing Agency Qualifications: An NRTL, at NVLAP, or m independent agency with the experience and capability to conduct testing co 1. No work completed without owner's approval will be subject to compensation of any kind. 1.02MINOR CHANGES IN THE WORK 2. Coordinate aid submit RFle in a prompt manner so os to avoid delays in Contractor's work or work of subcontractors. J. Maintenaice Data: Comply with rewirements specified in Section 017823 l'Operdion and Maintenance Dda." end inspecting indicated, as documented according to ASTM E 329; aid with additional walificdions specified in individual Sections; g R 8 K. Qualification Data: Prepare written information that demonstrates capabilities aid experience of firm or person. Include lists of cnd, where reqpired by authorities having jurisdiction, that is acceptable to autherities. tie 1.09OWNER SUPPLIED MATERIALS (OSM) DELIVERY A. Project Mcnager will issue through supplemental instructions authorizing minor chaiges in the Work, not involving adjustment to 3. RFIs are used from project award through construction competition. completed projects with project no-nes cnd addresses, contort information of Architects and Owners, and other informdion 1. NRTL: A ndionally recognized testing laboratory according to 29 CFR 1910.7. A. Contractor shall inventory all OSM Deliveries 4 confirm quantity aid conditicn of all items. Refer to Section 011200 for process the Contract Sum or the Contract Time, via Expesite RFI task. B. Suppliers aid the awarded General Contractor (GC) will submit Requests for Information (RFIs) using specified. cnd expectations for receiving 05M. 1.03 PROPOSAL REQUESTS (www.expesite.com/website/) to the Project Mcrager using the project tasks module. Expesite will automatically assign the RFI L. Welding Certificdes: Prepare written certificdion thd welding procedures crid personnel comply with reqpirements in the C,ontract 2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Progrcrn. en A. Owner-Initiated Proposal Requests: Project Manager will issue a detailed description of proposed changes in the Work that may nurnbers aid distribute to the appropriate parties. Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on ANS forms. Include flares of 14, Mcnufaturer's Representative Qualifications: An authorized representdive of mcnufacturer who is trained and approved by W < •• La .. _ SECTION 01 1200 - CONTRACT SUMMARY $ OWNER SUPPLIED MATERIALS rewire adjustment to the Contract Sum or the Contract Time via Expesite RFI task. If necessary, the description will include C. All RFIs must reference cri index of applicable drawings and any relevant detail(s). The RFI should be labeled by Date > Store firms aid personnel certified. mcnufacturer to observe aid inspect installdion of mcnufacturer's products that, cre similcr in material, design, crd extent to 0 i_ >. supplemental or revised Drawings and Specificdions. # > mall/center name> RFI title/description. The RFI subject line should be labeled as RFI Title/ Description. The RFI category those indicated for this Project. < wo M. Installer Certificates: Submit written statements on manufacturer's letterhead certifying thd Installer arnplies with reqpirements a ct PART I GENERAL 1. Work Change Orders issued by Project Mmager are not instructions either to stop work in progress or to execute the should be selected from the pull down menu. in the Contract Documents and, where rewired, is authorized by manufacturer for this specific Project. I. Preconstruction Testing: Where testing agency is indicded to perform preconstruction testing for compliance with specified 1 Lij.• 1.01 SUMMARY proposed change. D. All RFIs must be responded to within 24 hours, If an RFI carot be crewered within 24 hours the distribution list must be N, Manufacturer Certificates: Submit written statements on mcnufacturer's letterhead certifying that mmufacturer complies with requirements for performcnce aid test methods, comply with the following: < ct ct au ea A. Section includes a summary of each contract, including responsibilities for coordination end temporary facilities and controls. 2. Within time specified in Owner's process document, when not otherwise specified, after receipt of Proposal Reqpest, submit a notified, 1. Contractor responsibilities include the following: a I- 1-- reqpirements in the Contract Documents. Include evidence of manufacturing experience where required. V) V) 13, Specific requirements for work of each contract are also indicated in individual Specification Sections aid on Drawings, (potation estimding cost adjustments to the Contract Sir crd the Contract Time necessary to execute the change. E. The GC will maintain copies of all RFIs on site as pert of the building documentation and will track thern on the weekly report. a. Provide test specimens representative of proposed products and construction. a O. Product Certificates: Submit written statements on mcnufacturer's letterl-ead certifying that product complies with req,uirements < < C. Related Requirements: a. Include a list of quentities of products required or eliminated aid unit costs, with total anoint of purchases and F. The Project Mcroger will maintain the official RFI Log and keep copies of all RFIs and responses. in the Contract Documents. b, Submit specimens in a timely merrer with sufficient time for testing cnd analyzing results to prevent delaying the co- , 1. Section 011000 "Summary' for the Work covered by the Contract Documents, restrictions on use of Project site, coordination credits to be made, If rewested, furnish survey dda to substaitiate wantities. G. RFIs that cause changes to the drawings should be reflected in the record drawings or a Field Directive. P. Material Certificates: Submit written statements on mcrufacturer's letterhead certifying that material complies with requirements Work. • with occupants, and work restrictions. b. Indicate applicable taxes, delivery charges, ewipment rental, and amounts of trade discounts. 1.07FIELD DIRECTIVE (ISSUED FROM OIAINER IN NE FORM OF AN RFI) in the Contract Documents. c. When testing is complete, remove test specimens, assemblies,; do not reuse products on Project. X 2. See 'Owner's Stendard General Conditions for Construction' for additional information. c. Include costs of labor crd supervision directly dtributable to the change. 2. Testing Agency Responsibilities: Submit a certified uritten report of each test, inspection, end similar quality-assurence service CM x A. The Project Manager crid / or Store Designer will issue en RFI field directive if there is a change to the design. This change Q. Material Test Reports: Subreiit reports written by a qualified testing agency, on testing agency's standard form, indicding cnd X 3. Owner's "General Centractor Guide Book' d. Include crt updated Contractor's construction schedule that indicates the effect of the change, including, but not limited could be a correction, a hidden field condition, a chenge to the staidards, etc. interpreting test results of material for complience with rewirements in the Contract Documents. to Construction Mcnager, with copy to Contractor. Interpret tests aid inspections and stde in each report whether tested and IN% 4. Owner's "SCR Process" document to, charges in activity duration, start aid finish times, and activity relationship. Use available total float before B. All Field Directives must be coordinated with Desir Engineer, Project Manager, and Store Designer. R. Product Test Reports: Submit written reports indicating that current product produced by mcrufacturer ccmplies with inspected work complies with or deviates from the Contract Documents. (3) requesting an extension of the Contract Time. 1.07QuAurr CONTROL 1.02GENERAL REQUIREMENTS OF CONTRACTS C. Field Directive cover sheets will be issued to describe the changes being made to the design and also note the attachments. reqpirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer aid witnessed by a •• e. Submit RCO via Expesite Change Order section. A. Refer to Section II "Standards of Quality' in the Owners Standard General Conditions for Construction. Y A. Extent of Caitract: Unless the Agreement contains a more specific description of the Work of each Contract, requirements D. The format for a Field Directive will be the same as an RFI. qualified testing agency, or on comprehensive tests performed by a walified testing agency. indicded on Drawings and in Specificdion Sections determine which contract includes a specific element of Project. B. Contractor-Initided Work Chenge orders: If latent or changed conditions require modificdions to the Contract, Contractor may E. All Field Directive Charges will be included in the Contractors Record Drawing set. S. Schedule of Tests end Inspections: Comply with rapirements specified in Section 014000 'Quality Re,q,uirements,' B. Contractor Responsibilities: Tests aid inspections not explicitly assigned to Owner ore Contractor's responsibility. Perform = co initide a claim by submitting a request for a chaige to Project Manager. additional quality-cortrol activities required to verify that the Work complies with requirements, whether specified or not. 1. Unless otherwise indicated, the work described in this Section for each contract shall be complete systems cnd assemblies, F. The Project Manager aid / or Store Designer will submit the Field Directive to the team through www.expesite.com/website/ T. Precaistruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's stcridard forrn, indicating - 1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description 1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these cpality-control (C) including products, components, accessories, aid installation required by the Contract Documents. dtaching all relevant files. aid interpreting results of tests performed before installation of product, for complicance with performance requirements in the M of the proposed charge. Indicate the effect of the proposed chcnge on the Contract Sum and the Contract Time. services. 0 2. Trenches aid other excavation for the work of each contract shall be the work of the General Construction Contrect. G. The General Contractor is to keep printed copies of all Field Directives and log on site. Contract Documents. 1-1- 2. Include a list of wertities of products reqpired or eliminated end unit costs, with total amount of purchases aid credits to be 2. Notify testing agencies d least 24 hours in advcrce of time when Work that requires testing or inspecting will be performed. CO 0 3. Blocking, backing panels sleeves, end metal fabrication supports for the work of each contract shall be the work of the 14. Change Orders due to the Field Directive should be noted with the Field Directive Number and Subject 14eading. U. Compatibility Test Reports: Submit reports written by a qpalified testing agency, on testing agency's staidard form, indicding made. If reqpested, furnish survey data to substaitide quantities. General Construction Contract. aid interpreting results of compatibility tests performed before installation of product. Include written recommendations for 3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of LLI .. 3. Indicate applicable taxes, delivery charges, equipment rentel, aid amounts of trade discounts. 1.08PROJECT MEETINGS 4. Furnishing of access panels for the work of each contract shall be the work of the General Construction Contract. primers aid substrate preparation needed for adhesion. each wality-control service. 0 z 4. Include costs of labor aid supervision directly attributable to the chcrge. A. See Section 4 'Contractor" from "Owners Staidard General Conditions for Construction" for project meeting procedures. 5. Roof-moulted eqpipment curbs for the work of each contract shall be the work of the General Construction Contract. V. Field Test Reports: Submit written reports indicating aid interpreting results of field tests performed either during installation of 4. Testing and inspecting requested by Catractor aid not req,uired by the Contract Documents are Contractor's responsibility, 4CC < 5. Include cr updated Contractor's construction schedule that indicates the effect of the chcrge, including, but not limited to, LL 6. Painting for the work of each contract shall be the work of the General Construction C.ontract. product or after product is installed in its final location, for complimce with requirements in the Contract Documents, 5. 5ubmit additional copies of each written report directly to authorities having jurisdiction, when they so direct. ct charges in activity durdice, start and finish times, cnd activity relationship. Use available total float before requesting on SECTION 01 3200 - CONSTRUCTION PROGRESS DOCUMENTATION cf) a 7. Cutting and Patching: Provided by the General Construction Contract, W. Design Data: Prepare crd submit written crid graphic informdion, including, but not limited to, performance and design criteria, C. Manufacturer's Field Services: Where indicded, engage a manufacturer's representdive to observe crtd inspect the Work. extension of the Contract Time. I - 8. Through-penetrdion fire stopping for the work of each contract shall be provided by the General Construction Contract. PART I GENERAL list of applicable codes aid regulations, aed calculations. Include list of assumptions aid other perform:rice aid design criteria and Mcrufacturer's representative's services include examination of substrates and conditions, verification of materials, inspection of 6. Comply with requirements in Section 012500 'Substitution Procedures' if the proposed chaige requires substitution of one a summa-y of loads. Include load diagrcrns if applicable. Provide na-ne and version of software, if any, used for calculations. completed portions of the Work, ere/ submittal of written reports. ,,o 1.01 SUMMARY 1-1 X 9. Contractors' Startup Construction Schedule: Refer to 'Section 7.4" of the "Owner's Staidard General Conditions for product or system for product or system specified. Include page numbers. >- Construction' for more informatien. 7. Submit RCO via Expesite Chonge Order section. A. Section includes administrative aid procedural recpirements for documenting the progress of construction during performence of D. Retesting/Re-inspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control CC z 2.02 DELEGATED-DESIGN SERVICES services, including retesting aid re-inspecting, for construction that replaced Work that failed to comply with the Contract B. Substitutions: Each contractor shall cooperate with other contractors involved to coordinate approved substitutions with remainder 1.04CNANGE ORDER PROCEDURES the Work, including the following: cp A. Performance end Design Criteria: Where professional design services or certifications by a design professional are specifically Documents. LU of the work. 1. Contractor's construction schedule. CC A. Refer to Sector) 10 of "Owners Standard General Conditions for Ccnstruction' in the contract documents during ccnstruction. required of Contractor by the Contract Documents, provide products cnd systems complying with specific performcnce cnd desir E. Testing Agency Responsibilities: Refer to reqpirements in section 11,3 "Tests" in the Owners Stendcrd General Conditions for < •• M 1. Refer to Section 012500 Substitution Procedures for additional information 2. laleekly construction reports. criteria indicated. Construction C. Temporary Neating, Cooling, and Ventilation: The General Construction Contract is responsible for temporary heating, cooling, aid 3. Weekly construction photos. p tx ventilation, including utility-use charges, temporary meters, aid temporary connections. SECTION 01 2900 - PAYMENT PROCEDURES B. Related Requirements: 1. If criteria indicated are not sufficient to perform services or certification reqpired, submit a written reqpest for additional informatien to Project Manager. F. Associated Services: Cooperate with agencies performing reqpired tests, inspections, end similar qyality-control services, aid provide reasonable auxiliary services as rapested. Notify agency sufficiently in advcrice of operations to permit assirment of a LT D. Use Charges: Caifirm the following services with the landlord tencnt criteria / construction mcnual: PART I GENERAL 1. Section 011200 "Contract Summary" for prepering a combined Contractor's construction schedule. B. Delegated-Desir Services Certification: In addition to Shop Drawings, Product Data, aid other required submittals, submit personnel. Provide the following: Ci) _ Li_ 1. Sewer Servic,e: Include the cost for sewe,r service use by all parties engaged in construction activities d Project site in the 1.01 SUMMARY 2. Section 7 'Schedule' in the "Owners Starlard General Conditions for Construction' digitally signed PDF electronic file of certificate, sired cnd sealed by the responsible design professicrol, for each product ad 1. Acr.ess to the Nark. 1 W Z co <L General Construction Contract. A. Section includes administrative crid procedural rapirements necessary to prepare md process Applications for Payment. 3. Owner's project specific construction schedule system specifically assired to Contractor to be designed or certified by a desir professicnal. 2. Incidental labor aid facilities necesscry to facilitate tests and inspecticns. () CC 0 cm 2. Water Service: Include the cost for water service, whether metered cr otherwise, for wder used by all entities engaged in B. Relded Requirements: 4. Owner's "Neekly Report Template" 1. Indicate that products crd systems comply with performcnce cnd design criteria in the Contract Documents. Include list of 3. Aciewate opcntities of representative samples of materials that rewire testing crd inspecting. Assist agency in obteining I- < I-- CM construction activities at Project site in the General Construction Contract. codes, loads, end other factors used in performing these services. EL- D 0 N" 1. Section 012600 'Contract Modification Procedures' for administrative procedures for hcndling chcrges to the Ccntract. 1.02 INFORMATIONAL SUBMITTALS se:moles. 3. Electric Power Service: Include the cost for electric power service, whether metered or otherwise, for electricity used by all 2.03 SUBMITTAL REVIEW PROCESS 0 Z CD Z 2. Section 013200 'Ccnstruction Progress Documentation' for administrative requirements governing the preparation end submittal A. C.onforrn with Section 013300 - Submittal Procedures 4. Facilities for storage aid field curing of test samples. Cn ca entities engaged in construction activities d Project site in the General Construction Contrect. ' 0 A. The controotor is rewired to submit all applicable submittals one week prior to ccnstruction start. If the material/ work has a = C/) T of the Contractor's ccrtstruction schedule. B. Contractor's C.onstruction Schedule: Initial schedule, of size required to display entire schedule for entire construction period. 5. Delivery of samples to testing agencies. 4. Waste Services: Include the cost for all durrpsters, haul-away, recycling aid waste removal services used by all parties longer lead time, it is the contractor's responsibility to start the process earlier, 0 1-1-1 Cf) "CC 2 6. Preliminary design mix proposed for use for material mixes that require control by testing agercy. engaged in constructiori activities d Project site in the General Censtrudion Caitrad. 3. Section 8 'Progress 4 Final Payments" in 'Owners Stoic/ad General Conditiens for Construction' C. Contractcr's Weekly Construction Report: Summary aid photos of construction progress from each week of the construction - 03- . < toop 1,03GENERAL CONSTRUCTION CONTRACT 4. Owner's 'GC Payment Process" dournent. durdicn. B. All submittals are rewired to be submitted via Expesite. The contrcotor will need to create a "New Submittal" within the 'Tasks' crea of the specific project, ass* the submittal to the Project Mcnager, cnd notify the RFI group. 7. Security end protediai for sanples end for testing end inspecting equipment d Project site. I- 0 I . - A. Work in the General Construction Contract includes, but is not limited to, the following: 1.02SCHEDULE OF VALUES 1.03COORDINATION G. Coordindion: Coordinate sapence of activities to accommodate reqpired apality-aesurcnce aid -control services with a minimum of < g 1- › 0 2 c. AtF will review the submittal within ane week crd provide approval old/ or arnments as necessary. delay aid to avoid necessity of removing end replacing construction to accommodate testing end inspecting. 0 ... (.9 Z 1- 1. RemaThing work not identified as work under other contrects. A. Coordindicn: Coordinate preparation of the schedule of values with preparation of Contractor's conetruction schedule. Li5C owners A. C,00rdinate Contractor's construction schedule with the schedule of values, list of subcontracts, submittal schedule, progress 2.04 SUBMITTAL LIST - IOC lip acC cp 2. Refer to responsibilities schedule on drawings. approved form. reports, payment reopests, aid other required schedules aid reports. 1. Schedule times for tests, inspections, obtaining sa-nples, end similar cotivities. L-. () 1= 0 _1 Z A. The following list is not all inclusive and other submittals may need to be submitted. The list that follows is a base list aid not 1,08GIJARANTEES "'''' i 3. Coordination with all work included in seperate contracts between Owner aid Owner Vendors. 1. Coordinate line items in the schedule of values with other rewired administrative forms aid schedules, including the following: 1. Secure time carmitments for performing critical elements of the Work from entities involved. all may apply. 0 CCrancol- I-LI A. Gucrantees: LLI LLI < N., CC 7,z' e• 1.04OWNER VENDOR CONTRACTS a. Applicaticn for Payment forms with continudion she,ets. 2. Coordinate eaoh construction cativity in the network with other activities cnd schedule thern in proper sec:pence. B. Submittal List: a b. Submittal schedule, PART 2 PRODUCTS 1. The contractor shall Gucrontee all materials and work provided under this contract aid shall make good, repair er replme d CI_ CO Lo 0 C.) a A. The following contracts will be issued between Owner aid Owner Vendors which are seporate From the contract between Owner 1. Any substitutions to materials as specified in the drawings . . end General Contractor. c. Items required to be indicata/ as separate activities in Contractor's construction schedule. 2.01CONTRACTOR'S CONSTRUCTION SC1-IEDULE, GENERAL contractor's expense, cry defective work, material, or equipment which may be discovered within a period of 12 months from CO < > cp 0_ v) ,t 2. Structural work . the date of final completion (In writing) of the installdicn by Owners construction manager/ engineering manager. Extended _...._ o 1. Audio / Video System 2, Submit the schedule of values to Project Mcrager at earliest possible date but no later then seven days before the date A. See Section 7 "Schedule' in the 'Owners Standard General Cenditions For Construction' For Scheduling requirements, use below as 3. 1)-awings and specifications on required fire alarm and sprinkler work warrcnties are specified with individual equipment. a, scheduled for submittal of initial Applications for Payment. a guideline. _„ ; 2. Security System 4. Mock up cry special conditions that are not braid standard 2. OUJner shall provide a complete 12-month wcrrcnty for all parts on ecpipment provided by Owner aid Outer's vendors. The ---- , , .,.. , ./.--- _oi. 1, ' i ' rE 3. Phone aid Data B. Format ond Content: Use owners provided schedule of values. B. Time Frcrne: Extend schedule from date established for commencement of the Work to date of final ccmpletion. O 5. Stair drawings (structural review) contractor shall not bear additional warrenties beyced a complete working system end as such no additional monies should be / .,, ..,.,,,,.. or;e:„...:, ...,....... ").- , 4. CCTV 1.03APPLICATIONS FOR PAYMENT 1. Contract completion dde shall not be charged by submission of a schedule that shows m early completion date, unless included in the bid. , g specifically authorized by Chaige Order. 6. Stair aid associded railings including details for stair pais for glass treads (aesthetic review) t AT ao::<" ,/-- .f ',.,..:47 , o 5. Rolling Grille / Sliding Gate Entry Closure (Domestic stores enly) A. Refer to section 8 'Progress 4 Final Payments" in 'Owners Stcridcrd General Conditions for Construction PART 3 EXECUTION ( --.., ae". Kr . r ''''-e., '''''.- ° CI. C. Activities: Tred each story or separde area as a separde numbered activity for erxh main element of the Work. Comply with 7. Sta-efront glazing/ system and associated frcrning Air.,a. ,e_I-L.V, . T..- ;or-a ...,.....,-- 0- 6. Scent machine 2.01REPAIR AND PROTECTION „,Z1-' / MI 1.-21‘.......or-'-1-4-- a the following: 8. Slab moisture survey g 7. Signage (Dorestic stores cnly) A. General: On completion of testing, inspecting, sample taking, crd similar services, repair danaged construction aid restore _ ---' • I icense ,-± 6659 * -6, 1. Procurement Activities: Include procurement process activities for the following long lead items cnd major items, rewiring a 9. Slab leveling survey -g B. The Owner-Vendor contracts will include furnishing end installation of all systems aid equipment, excluding electric power, cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, PART 3 EXECUTION substrates aid finishes. CLEN,ELAND, OH ,,, , .. 1. Provide materials end comply with installation requirements specified in other Specificatien Sections or matching existing i° conduit, pull wire 4 J-box's provided and installed by the G.C. as shown on the construction drawings. submittals, approvals, purchasing, fabricdion, crd delivery. 3.01C.ONTRACTOR'S REVIEW ti5f-, i •215 .2-0 i 7 k-Z- Y ;--: C. Refer to responsibilities schedule on the construction drawings for ony additional work. substrdes end finiehes. Restore patched creas end extend restordion into adjoining creas with durable seams that are as .. 2. Substcntial Completion: Indicate completion in advance of dde established for Substantial Completion, crid allow time for A. Action end Informdicnal Submittals: Review each submittal aid check for coordindion with other Work of the Contract crid for ii>b . . invisible as possible. Comply with the Contract Document requirements for cutting aid pertching in Section 017300 "Execution." 4 0 F 01) - Construction Manager's administrative procedures necessary for certification of Substertial Completion. compliance with the Contract Documents. Note corrections crd field dimensions. Mak with approval stanp before submitting to Y.* - t, 5. Protect construction exposed by or for wality-control service activities. a- 3. Punch List and Final Completion: As identified in Ourer's GC Guide Book. Construction Manager. e PART 2 OWNER SUPPLIED ITEMS C. Repair aid protection a-e Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. D. Constraints: Include constraints cnd work restrictions indicated in the Contract Documents and as follows in schedule and show 5. Project Closeout aid Maintencnce Material Submittals: See requirements in Section 017700 "Closeout Procedures.' 9_ - 2.01 OWNER SUPPLIED MATERIALS (OSM) how the sequence of the Work is affected. C. Approval Stanp: Stanp each submittal with a uniform, approval stamp. Include Project name end location, submittal number, E ,,ott A. Owner will furnish products as indicated in the respcnsibility schedules, on the drawings end as indicated in the bid package. The 1. Phasing: Arrange list of activities on schedule by phase. Specification Section title aid number, rare of reviewer, date of Centractor's approval, and statement certifying that submittal 11972 -0 . ,c. work includes providing support systems to receive Owner's products. Refer to Section 4.19 of the "Owner's Standard General 2. Work by Owner: Include a separate activity for each portion of the Work performed by Owner, has been reviewed, checked, aid approved for complicnce with the Contract Documents. - a o . Conditions for Construction" for additional informdicn. SHEET , 3. Work Restrictions: Show the effect of the following items on the schedule: a, aoa- e B. Owner will arrcrge aid pay for delivery of OSMIS according to schedule contained in the bid package -g 9 e, a. Coordination with existing construction. 3.02 CONSTRUCTION MANAGER'S ACTION co-, o C. Contractor is responsible for receiving, unloading, hondling, and installing 05M's at project site. o s,.., b. Limitations of continued occupcncies. A. General: Project Matager will not review submittals that do not bear Contractor's approval stamp and will return them without 'aa'N'-' D. After delivery, contractor will inspect delivered items for damage crd missing iterns. Report cry issues to the Owner's Project action. A0.01 c. Uninterruptible services. •-•-0 R. ";C-9a3 • Plot Date: 1/24/2019 . SECTION 01 4200 - REFERENCES SECTION 01 7300 - EXECUTION SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND SECTION 01 7839 - PROJECT RECORD DOCUMENTS V. ASTM E1745 - Staidard Specification for Plastic Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs; 1.03 SUB2M0117TT. ALS PART 1 GENERAL PART 1 GENERAL DISPOSAL PART 1 GENERAL 1,01 DEFINITIONS 1.01 SUMMARY 1.01 SUMMARY • PART 1 GENERAL A. Product Data: Submit mcnufacturers' data on menufactured products shewing coriplioce with specified recoiranents end installaticn - _ -.A A. General: Bozic Catrect definitions cre included in the Conditions of the Contract. A. Sectim includes general administrative aid procedural reg,uirements governing execution of the Work including, but not limited to, the A, Section includes administrative aid procedural requirements for project record documents, including the following: 1.01 SUMMARY instructicns. - B. 'Approved": When used to convey Arditect's action on Contractor's submittals, applications, aid reqxsts, 'approved' is limited to Architect's following: 1. Record Drawings (includes specifications Record Specificatims. aill A. Section includes administrative aa procedural requirernents for the following: B. Mix Design; Submit proposed concrete mix design. duties aid responsibilities as stated in the Ccnditions of the Ccntract. 1. Construction layout. B. Related Reg,uirements: 1, Salvaging ncehazardous demolition and construction waste. C. Scrnples: Submit samples of underslab vapor retarder to be used. C. 'Directed': A command or instruction by Architect. Otfror terms including "requested,' 'authorized,' 'selected,' 'required," and "permitted' 2. Field engineering old surveying. I. Owner's "Expesite File Structure' document 3. Installation of the Work. 2. Disposing of nonhcaardous demolition aid ccnstruction waste. 1.04 QUALITY ASSURANCE Ilee - have the same meaning as 'directed,' B. Related Reqpirements: 2. Owner's "Construction Project Closeout" A. Perform work of this sectim in accordaice with ACI 301 cnd ACI 316. 4. Cutting aid patching. 1,02 CLOSEOUT SUBMITTALS D. 'Indicated': Rewirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Cotract I. Section 024119 "Selective Demolition' for dispositicn of waste resulting from partial demolition of buildings, structures, Grid site B. Follow recommendations of ACI 305R when concreting during hot weather. 5. Coordination of Owner-installed products. 0 Documents. Otfer terms including "shown,' 'noted,' 'scheduled,' aid "specified" have the sane marling as "indicated." '1 A. Record Drawings: Comply with the following: improvements, C. Follow racrnmendations of ACI 306R when concreting during cold weather. 6. Progress dealing. E. 'Regulations': Laws, ordinaices, statutes, crid lauful orders issued by authorities hoving jurisdiction, aid rules, conventions, aid agreements 7. Starting end adjusting. 1.02 DEFINITIONS I. Number of Copies: Submit copies of Record Drawings as follows: 1.05 WARRANTY within the construction industry that, control performcnce of the ielork. 8. Protection of installed coostructicn. A, Castr-ucticn Waste: Building and site improvement materials crid other solid waste resulting frcrn ccnstruction remodeling, renovdion, or a. Submit PDF electronic files of scared record prints cra one set of file prints, A, Moisture Emission Reducing Cuing aid Sealing Compand: Provide wcrrcnty to cost of flooring delanindion failures fer 10 yecrs. F. 'Furnish': Supply md deliver to Project site, ready for unloading, unpacking, assembly, installation, aid similar operations. 5. Related ReOrements: repair operations. Construction waste includes pockaging. b. Construction Manager will indicate whether general scope of changes, additimal informdion recorded, cra quality oF drafting ore I. Include cost of repair or removal of failed flooring, remedidion with a moisture vapor impermeable surface coating, and replacement of G. 'Install": Unload, temporcrily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clan, and 1. Section 011000 "Summery' for limits on use of Project site. 5, Demolition Waste: Building ad site improvement materials resulting from demolition or selective demolition operdions. acceptable. flooring with comparable flooring system. PART 2 PRODUCTS similar operations at Project site. C. Disposal: Removal off-site of demolition and construction waste aid subsaget sale, recycling, reuse, or deposit in lendfill or incinerator PART 2 PRODUCTS 2. Section 017700 "Closeout Procedures' for submitting final property survey with Project Record Documents, recording of Owner-accepted 2.01 RECORD DRAWINGS 14. "Provide: Fumish end install, ccrnplete and ready for the intended use. devidions fret-to indicated lines old levels, and final dealing. acceptable to authorities having jurisdiction. 2.01 FORMWORK A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Dratuings, incorpording new and revised ABERCROMBIE & FITCH CO. 1. 'Project Site': Space available for performing construction activities. The extent of Project site is shoo on Drawings end may or may not 3. See 'Owners Staidoel General Conditions for Construction". D. Salvage: Recovery of clemoliticn or construction waste crid subsequent sale or reuse in cnother facility. A. Formwork Desir end Construction: Comply with guidelines of ACI 347R to provide formwork that will produce caorete complying with Drawings as modifications cre issued, be identical with the description of thie lend on which Project is to be built. 1.02 QUALIT1' ASSURANCE E. Salvage aid Reuse: Recovery of demolition Of construction waste and subsequent incorporation into the Work. tolercnces of ACI 117. 6301 FITCH PATH I. Preperation: Mcrk record prints to show the cdual installdion where installdion varies from that shown originally, Require individual or 1.02 INDUSTRY STANDARDS A, Cutting end Patching: Comply with requirements for old limitations on cutting aid patching of constructicn elements. Cmform to the 1PART 2 PRODUCTS (NOT USED) B. Form Materials: Contractar's choice of stendcrd products with sufficient strength to withstcnd hydrostcrtic head without distortion in excess NEW ALBANY, OHIO 43054 entity who obteined record data, whether individual or entity is Installer, subcontractor, or &miler entity, to provide information for A. Appliability of Staalcrds: Unless the Contrad Documents include more stringent requirements, applicable c,onstruction industry staidords PART 3 EXECUTION of permitted tolercnces. recoirements indicded in Section 4.14 'Cutting crid Patching " in 'Owners Stendard General Caiditions for Construction'. preperdion of corresponding marked-up record prints. 614-283-6500 have the same force aid effect as if bound or copied directly into the Contract Documents to the extant referenced. Such staaards are 3.01SALVAGING DEMOLITION WASTE I. Form Coating: Release agent that will not adversely affect concrete or interfere with applicdicn of coatings. I. Structural Elements: When cutting and patching structural elements, notify °tuner/Architect of locations aid details of cutting aid await a. Give particular attention to information on ccncealed elements that would be difficult to identify or measure aid record later. made a part of the Contract Documents by reference. A, Salvaged Items for Reuse in the Work: 2.02REINFORCEMENT directions from Owner/ Architect before proceeding. Shore, brace, crid support structural element during cutting and patching. Do not b. Record data as soon as possible after obtaining it. 5. Publication Dates: Comply with standercis in effect as of dde of the Catract Documents unless otherwise indicated. 1. Clecn salvaged items. A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi). cut end patch structural elements in ci merner thd could change their load-carrying capacity or increase deflection c. Record end check the markup before enclosing concealed installdions. C. Copies of Standards: Each entity engaged in construction m Project should be familia- with industry stendards applicable to its construction 2. Pack or crde items afte,r cleaning. Identify contents of containers. El, Steel Welded Wire Reinforcement (WWR): Plain type, ASTM A1064/A1064M, 2. Operatimal Elements: Do not cut old patch operating elements aid related components in a maner that results in reducing their d. See Record Drawings in Electrical, Mechcnical, md plumbing sections for more requirements. activity. Copies of applicable staidards are not bound with the Contract Documents. 3. Store items in a scare area until installation. C. Reinforcement Accessories: capacity to perform as intended or that results in increased maintencrice or decreased operdienal life or safety. 2. Mark the Contract Drawings crd Shop Drawings ccmpletely and accurately. Use personnel proficient d recording graphic inforrndion iri 1. Where copies of standerds ore needed to perform a required construction activity, obtain copies directly from publicdicn source. 4. Protect items from clanage during trerisport crd storage. 1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch. 3. Other Castruction Elements: Do not cut aid pdch other construction eleme,nts or components in a manner that could change their production of marked-up record prints. 1,03 ABBREVIATIONS AND ACRONYMS 5. Install salvaged items to ccmply with installdion requirements for new materials end equipment. Provide connections, supports, end 2. Chairs, Bolsters, Bcr Supports, Spacers: Sized end sheped for adectuate support of reinforcement during concrete placement. load-carying capacity, that results in reducing their capacity to perform as intended, or that results in increased maintenaice or 3. Mork record sets with erasable, red-colcred pencil. Use other colors to distinguish between chcriges for different categories of the Work A. Industry Organizations: Where abbreviations era acronyms are used in Specifications or other Contract Doaments, they shall man the miscellmeous materials necessary to make items functional for use indicated. 2.03CONCRETE MATERIALS decreased operdimal life or safety. at sane location. 5. Salvaged Items for Sale: Not permitted on Project site, A. Cement: ASTM CI50/C150M, Type I - Normal Portland type, recorized ncme of the entities indicated in Gele's 'Encyclopedia of Associdicrs: Ndional Organizdias of the U.S." or in Columbia Books' 4. Visual Elements: Do not cut crid pdch construction in a mamer that results in visual evidence of cutting aod pdching. Do not cut and 4. Note Construction Field Directive numbers, altemde numbers, Chcnge Order numbers, end similer identification, where applicable. 'Natimal Trade I Professional Associations of the United States.' C. Salvaged Items for Owner's Use: 5. Fine aid Coarse Aggregdes: ASTM C 33. I- 0 E patch exposed construction in a manner that would, in Ourier's/ Architect's opinion, reduce the building's aesthetic coalities. Remove aid B. Recad Digital Data Files: Review marked-up record prints with Project Mmager. When authorized, prepare a full set of corrected digital ni o I. Clem salvaged items. C. Water: Clean aid not detrimental to ccncrete. B. Industry Organizations: Where abbrevidions end acronyms cre used in Specificdions or other Centred Documents, they shall mem tl-e replaee construction that has been cut crd patched in a visually unsatisfactory manner. data files of the Centraet Drawings, as follows: 0 .1- u0 2. Pack or crde items after cleaning. Identify contents of containers. 2.04ADMIXTURES recognized none of the entities referenced within each specification. PART 2 PRODUCTS 1. Format: PDF. 0 > 3. Store items in a secure crea until delivery to Owner. A. Do not use chemicals thd will result in soluble chloride ions in eXCC55 of 0.1 percent by weight of cement. 1...ii ='-' '-': 2.01 MATERIALS 2. Incorporate chcrnes crid additicral information previously mcrked on record prints. Delete, redraw, and add details old notations where 7 co u) a) a) 5. Air Entrainment Admixture: Agri C,260/C260M. 1-- ee ,_ SECTION 01 6000 - PRODUCT REQUIREMENTS A. General: Comply with requirements specified in other Sections, 4. Trosport items to Owner's storage area designated by Construction Mcnoger. applicable. 5. Protect items from &mar duraig trcnsport aid sterage. 2.05ACCESSORY MATERIALS -ci ;-- u e PART 1 GENERAL 5, In-Place Materials: Use materials for patching identical to in-place materials, For expoeed surferes, use materials that visually match 3.02DISPOSAL OF WASTE 3. Refer instaaes of uncertainty to Construction Mcnager for resolution. A. Underslab Vapor Retarder: Sheet material complying with ASTM E1745, Class A; stated by mcnufacturer as suitable for installdion in ie op „.. 0 = 1.01 SUMMARY in-pIxe adjacent surfaces to the fullest extent possible. A, General: Except for items or materials to be salvaged, recycled, or otherwise reused, refer to mall/laidlord criteria mcnual for disposal C. Format; Identify aid date each record Drawing; include the designaticn 'PROJECT RECORD DRAWING' in a prominent locaticn. contact with soil or g-enular fill under ccncrete slabs. The use of single ply polyethylene is prohibited. i cc 9 0 A. Section includes administrdive and procedural re.qpirements for selection of products for ese in Project; product delivery, storage, and I. If identical materials cre unavailable or ccnnot be used, use mderials that, when installed, will provide a match acceptable to Owner/ requirements. Remove waste materials frail Project site and legally dispose of them in a Icndfill or incinerdor acceptable to authorities I. Record Prints: Organize record prints and newly prepared Record Drawings into maiage,able sets. Bind each set with durable paper 1. Installdion Comply with ASTM E1643. 0 >,-ej co ,13' 0 - frindling; manufacturers' starlard woranties on products; spaial worcrties; end comparable products. Architect for the visual ad functional performcnce of in-place materials. having jurisdiction, cover sheets. Include identification on cover sheets. 2. Accessory Products: Vapor retcrder mmufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for seeling sears E -6 `N ,I en c B. Gcnform to the recoirements indicated in "Owners Stencicrd General Conditions fo- Coistructionl. PART 3 EXECUTION 1. Except as otherwise specified, do not allow waste materials to accumulate cn-site. 2. Format: Annotated PDF electronic file. and penetrations. Ct - (0 eo 1.02 DEFINITIONS 3.01 EXAMINATION 2. Remove old trersport debris in a manner thd will prevent spillage on adjacent surfaces and areas. 3. Record Digital Data Files: Orgcrize digital data information into seporate electronic files that correspond to each sheet of the Contract 2.06130NDING AND JOINTING PRODUCTS °- -di c•1 < E (1) cu,r, A. Products: Items obtained for incorporating into the Work, whether purchased for Project or taken frorn previously purchased stock. The A. Existing Conditions: The existence aid location of underground aid other utilities aid ccnstruction indicated as existing are not guaranteed. B. Burning: Do not burn waste materials. Drawings. t4ame each file with the sheet identification. Include identificdion in each digital data file. A. Latex Bending Agent: Non-redispersable acrylic ldex, complying with ASTM C1059/C1G59M, Type II. ''"'••••• • Kt' 5 --,-1 Before beginning sitework, investigate and verify the existence crd location of underground utilities, mechcnical aid electrical systems, cnd 4. Identification: As follows: term 'product" includes the terms 'material,' 'equipment," 'system," md terms of similcr intent, 5. Slab Isolation Joint Filler: 1/2 inch thick, height equal to slab thickness, with removable top section that will Form 1/2 inch deep sealat other castruction affecting the Work. a. Project ncme. et lij I. Nerred Products: Items identified by mcnufaturer's product ncrne, including melee or model number or other designation shown or listed SECTION 01 7700 - CLOSEOJT PROCEDURES pocket after removal. I. Before construction, verify the location and invert elevation at points of correction of senitery sewer, storm sewer, old water-service b. Date. in mcnufecturer's published product literature that is current as of date of the Contract Documents. 1. Material: A5171 D1751, cellulose fiber. LU he piping; underground electrical services, end other utilities. PART 1 GENERAL c. Designation 'PROJECT RECORD DRAWINGS." 2. New Products: Items that have not previously been incorporated into mother project or facility. Products salvaged or recycled from 2.07CURING MATERIALS I 2. Fumish location data for work relded to Project thd must be performed by public utilities serving Project site. 1.01 SUMMARY d. Name of Architect end Construction Manager. other projects are not considered new products. A. Curing C.orripound, Ndurally Dissipding: Clea-, water-based, liquid membrone-forming ccrnpound; complying with ASTM C309. a. et B. Examination aid Acceptaice of Conditions: Before proceeding with each component of t,Ft Work, excrnine substrdes, areas, aid conditions, A. Sectim includes administrdive old procedural recoiraments for contract closeout, including, but not limited to, the following: e. Name of Contractor. 3. Comperable Product: Product that is demonstrated and approved through submittal process to hen the indicated qualities related to B. Curing aid Sealing Compound, Moisture Ernissice Reducing: Liqpid, membrane-forming, clear se,aler, for applicdion to newly placed o lij with Installer or Applicator present where indicated, for compile/ice with requirements for installdion tolercnces aid other conditions I. Substatial Completicn procedures. D. axe all docurnentdion is completed and orgonized, upload to wiuw.expisite.com/website/ type, fundicn, dimension, in-se,rvice performance, physical properties, appecroce, cnd other chcracteristics that equal or exceed those . concrete; capable of providing adequate bend for flooring adhesives, initially ard over the long term; with sufficient moisture vapor affecting performcnce. Record observdions, 2. Final completion proadures. 2.02MISCELLANEOUS RECORD SUBMITTALS PM MOM of specified product. impermeability to prevent deteriordion of flooring adhesives due to moisture ernission. I. Exernine roughing-in for mechanical crid electrical systems to verify actual locations of ccrnections before egpipment end fixture 3. Warrcnties. A. Assemble miscellaraus records required by other Specification Sectims for miecellcreous record keeping cnd submittal in comection with 1.03 ACTION SUBMITTALS I. Use this product to cure end seal all slabs to receive adhesively applied flooring or roofing. 40 2 installation, 4. Final darling. actual performance of the Work. Bind cr file miscellcreous recads old identify each, ready for continued use crid reference. A. Comperable Product Reqtrests: Submit request for consideration of each canparable product. Identify product or fabricaticn or installdion . 2. Comply with ASTM C309 aid ASTM CI315 Type I Class A. IX 2. Excrnine walls, floors, aid roofs for suitcdole conditions where products era systems ere to be installed. 5. Repair of the Work. B. Forrnd: Submit miscellaneous record submittals as PDF electronic file rind one paper copy. method to be replaced. Include Specification Section number aid title end Drawing numbers aid titles. 3. VOC Content: Less thai 100 g/L. i • 3. Verify cempatibility with aid suitability of substrates, including cempatibility with existing finishes or primers. B. Related Requirements: PART 3 EXECUTION 1. Curers Action: If necesscry, Owner will request additienal informdion or doamentation for evaluation within one week of receipt of a 4. Solids Content: 25 percent, minimum. G. Proceed with installdicn only after unsdisfactory conditions have been corrected. Proceeding with the Work indic.ates ccceptance of surfaces 1. Se,ction 017823 "Operdion and Maintenance Data' for operation cnd maintenoce menial reqpirements. 3.01 RECORDING AND MAINTENANCE C.) u. comparable product request, Owner will notify Contrator through Constructim Mmager of approval or rejectim of proposed comparable 2.06CONCRETE MIX DESIGN end conditions. , 2. Section 017839 "Project Record Documents' for submitting record Drawings, record Specifications, aid record Product Data, A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes old produd request. A. Proportioning Normal Weight Concrete: Comply with ACI 2I1.1 recommendations. 3.02 PREF'ARATION 3. Se,ction 017900 "Dernmstrdion end Training' for requirements for instructing Owner's perscrinel. revisions t,o project record documents as they occur; do not wait until end of Project. a, Form of Approval: As specified in Section 013300 'Submittal Procedures,' 5. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 end d rates recommended or recOred by mcnufacturer. A. Existing Utility Information: Furnish informdion to local utility aid Construction Manager that is necessay to adjust, move, or relocate 4. See Section 8 'Progress end Final Payments" in the Olurers General Conditions for Construction document B. Maintencnce of Record Documents old Samples: Store record documents cnd Samples in the field office apart from the Contract Documents 1.04 PRODUCT DELIVERY, STORAGE, AND I4ANDLING C. Normal Weight Concrete: existing utility structures, utility poles, lines, services, or other utility appurtenaices located in or affected by construction. Coordinate with 5. Owner's "Coestruction Project Close-Out Guide' document used for censtructim. Do not use project record documents for construction purposes. Maintain record documents in good order aid in a 1. Compressive Strength, when tested in accordence with ASTM C39/C39M at 28 days: 4,000 pounds per squcre inch. A. Deliver, store, ad horde products using mars and methods that will prevent danage, deterioration, aid loss, including theft end authorities having jurisdiction. 1.02 ACTION SUBMITTALS clan, dry, legible cmdition protected from deterioration aid loss. Provide access to project record doarnents for Construction Mcrager's 2. llater-Cement Ratio: Mcoimum 40 percent by weight. vcridalism. Comply with mmufacturer's written instructions. B. Field Measurements: Take field measurements as required to fit the Work properly. Recheck meastrernents before installing each produd. A, Contractcr's List of Incomplete Items: Initial submittal at Substential Ccmpletion, reference during normal wo,ricing hours. 3. Total Air Content: 3 percent, determined in accordance with ASTM CI73/C173M. 5. Delivery old Haidling: Where portions of the Work are indicated to fit to other ccnstruction, verify dimensions of other construction by field measurements before B. Certified List of Incomplete Items: Final submittal at Final Completion. 3.02FINAL SUBMISSION 4. Mcoimurn Slump: 1 inches. ce 0 I-U I. Schedule delivery to minimize long-term storage at Project site end to prevent overcrowding of constructicn spoces. fabrication. Ccordinde fabricdion schedule with construction progress to avoid delaying the Work. 1,03 CLOSEOUT SUBMITTALS A. 45 Days after store opening provide a final submission of re,cord documents to www.expiste,com/website including the following: I- > 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, haza-dous, easily damaged, or 2.01 MIXING tet kn ,7: C. Space Requirements: Verify space requirements od dimensions of items shown diagrcmmdically on Drawings. A. Certificates of Release: From authorities having jurisdiction. I. PDF files of the scared Record Drawings from the cantrator. A. Transit Mixers: Comply with ASTM C94/C9411. > oe 16 • 1= rz tei sensitive to deterioration, theft, aid other losses, D. Review of Contract Documents aid Field anditions: Immediately on discovery of the need for clarification of the Contract Documents caused 8. Certificate of Insurence: For continuing coverage. 1. Furnish batch ticket information. I- 0 I- rY 3. Deliver products to Project site in en undamaged condition in manufacturer's original sealed container or other packaging systern, by differing field conditions outside the control of C.ontractor, submit a reel:est for informdion to Owner according to requirements in C. Field Report: For pest caitrol inspection. SECTION 02 4100 - DEMOLITION 2. When air ternpercrture is above 90 deg F, reduce mixing aid delivery time to 60 minutes. o,a- al z ....... cz 0 6 complete with labels aid instructicns for ha-idling, storing, unpacking, protecting, aid installing. Section 013100 "Project Management aid Coordinaticn.' 1,04 MAINTENANCE MATERIAL SUBMITTALS c.) n al - U Lu (: 4. Inspect products on delivery to determine cempliance with tre Contract Documents aid to determine that products are undamaged aid PART 1 GENERAL PART 3 EXECUTION 0> _1 > W E. Hot Work (cn site welding): Verify with Construction Mcnoger aid Laidlord that a hot work permit is rewired. If required, obtain a hot A, Schedule of Maintencra Material Items: For maintenmce material submittal items specified in other Sections. 1.01 SECTION INCLUDES 3.01 EXAMINATION 0 Z IL- I- < I-- a properly protected. tuork perrnit from the governing entity of the facility before ay onsite hot work is performed. 1.05 SUBSTANTIAL. COMPLETION PROCEDURES Es 0 m w o ---I C. Storage: A. Selective demoliticn of building elements for alterdion purposes. A. Va-ify lines, levels, and dimensions before proce.e.ding with work of this section. 1 _i tu 1 ILI I-1-1 n 3,03CONSTRUCTION LAYOUT A. See Section 8.7 'Substantial Completion" in the 'Owners General Conditions far Construction' document. 3.02PREPARATION 3 ez ui 6 CZ Z 1. Store products to allow for inspecticn end measurement of quatity or counting of units. 1.02 REFERENCE STANDARDS A. Verificdion: Before proceeding to lay out the Work, verify layout inforrndion shown on Drawings, in reldiee to the property survey, I-ea5e 1,06 FINAL COMPLETION PROCEDURES ail -6 I- en 5 <3 2. Store materials in a mcneer that will not endanger Project structure. A. 29 CFR 1926 - U.S. Occupdicnal Safety aid Health Staidards; arrent edition. A. Formwork: Comply with reqpirernents of ACI 301. Design end fabricate forms to support all applied loads until concrete is cured, and for Outline Drawing (LOD) and existing benchmarks. If discrepaicies are discovered, notify Construction Monager promptly. A. Procedures: Complete the Following: 3. Store products thd are subject to donage by the elements, under cover in a wecrthertight enclosure above grand, with ventildion 5, NFPA 241 - Stmdard for Safeguarding Construction, Alteration, old Demolition Operations; 2013. easy removal without &mar to concrete. i i i 1 3.04INSTALLATION 1. Submit a final Application for Payment according to Secticn 012900 'Payment Procedures.' 1.03 SUBMITTALS B. Verify thd forms ere clan and free of rust before applying release agent. 6 6 6 6 adequate to prevent cendensdion. ozi O _i A. General: Locate the Work ond components of the Work accurdely, in correct aliment aid elevcrtion, as indicated. 2. Certified List of Incomplete Items: Submit certified copy of Owner's Substatial Completion inspecticn list of items to be completed or C. Coordinde placement of embedded items with eredion oF concrete formwork end placement of form accessaies. 4. Protect foam plastic from expostre to sunlight, except to extent necessary for period of installation and conceelment A. Project Record Documents: Accurately record actual locations of capped and active utilities and subsurface ccnstructicn, 1. Make vertical work plumb aid make horizontal work level. 5. Comply with product menufaturer's written instructions For temperdere, humidity, ventildion, and weather-protatien recoirements for corrected (punch list), endorsed ond dated by Owner. Certified copy of the list shall state that each item has been completed or 1.04 QUALITY ASSURANCE D. Where new concrete is to be bended to previously plxed concrete, prepare existing surface by cleating aid applying bendieg agent in 2. Where space is limited, install compacts to maximize spoce availeble for maintenoce cnd ease of removal for replacement. storage. otherwise resolved for acceptcnce. A. Demolition Firm Qualificdions: Cornpay specializing in the type of work raoired. according t.o bonding agent menufactirer's instructions. , 3. Conceal pipes, ducts, aid wiring in finished a-eas unless otherwise indicated. 6. Prote,ct stcred products from dcrnage end liquids from freezing. 3. Certificate of Insuroce: Submit evidence of final, continuing insurance coverage complying with insuroce requirements. I. Minimum of 5 years of experience. 1. Use latex bolding agent only for non-load-baring applicatims. 5. Cornply with mmufacturer's written instructions and recommenddiors for installing products in applicatims indicated. 1.05 PRODUCT WARRANTIES AND GUARANTEES 4. Instruct Owner's personnel in operation, adjustment, aid maintencnce of products, equipment, aid systerns. PART 2 PRODUCTS -- NOT 1.15ED E. Interior Slabs on Grade: Install vapor retarder under interior slabs al grade. Lop joints miniman 6 inches. Seal joints, seams ad C. Install products at the time aid mder conditions that will ensure the best possible results. Maintain conditions required for product A, Warrenties specified in other Sections shall be in additicn to, old run concirrent with, other wcrranties reqpired by the Contract Doconents. 5. Provide documentition as prescribed in the Owner's construction agreement sedion 6 for final payment. PART 3 EXECUTION penetrdios watertight with mcnufacturer's recommended products cnd follow manufacturer's written instructions. Repair damaged vapor performcra until Substantial Completion. Manufacturer's disclaimers cnd limitations on product wcrrenties do not relieve Contra-tor of obligations under requirements of the C,ontract 5. Final Inspection: Coordinate with Project Manager aid adhere to all requirements in the construction contract ad 'Owners Staacrd General 3.01GENERAL PROCEDURES AND PROJECT CONDITIONS retarder before covering. D. Ccnduct ccnstruction operdions so no pert of the Work is subjected to dcrnaging operdions or loading in excess of that expected during Docurnents. conditions for construction' document. A. Comply with applicable codes arid reguldians for demolition operations end safety of adjacent structures aid the public. 3,03 INSTALLING REINFORCEMENT AND OTHER EMBEDDED ITEMS i normal conditions of occupcncy. 1. Obtain required permits. A. Ccmply with recoirements of ACI 301. Clean reinforcement of loose rust cnd mill scale, aid accurately position, support, and secure in 1. Mcnufacturerle Warrenty; Written warranty furnished by individual manufacturer for a perticular product and specifically endorsed by C. Refer to Owner's Construction Project Closeout document for timing aid schedule of all required closeout requirements. E. Sequence the Work and allow adeApate clearcnces to accommodate movement of construction items on site aid placement in permenent 2. Comply with applicable requirements of NFPA 241. plcce to achieve not less than minimum concrete coverage required far protedicn. mawfacturer to Outer. 1,07ITEMS (PUNCH LIST) locations. 2. Special Werrenty: Written warrcnty receriral by the Contract Doctments to provide specific rights for Owner. A. Orgcnization of List: Include none end identificaticn of each space end crea affected by construction operations for incomplete items aid 3. Use a eXplOsives i5 not permitted. B. Install welded wire reinforcement in maximum possible lengths, aid offset end laps in both directions. Splice laps with tie wire. F. Tools aid Equipment: Do not use tools or equipment that produce hcrmful noise levels. B. Special Warranties: Prepare a written document that contains appropriate terms cnd identification, ready for execution. items needing aerection including, if necessary, areas disturbed by Contra:tor that ere outside the limits of construction. 4. Take precautims to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access C. Verify that anchors, seats, plates, reinfcrcement and other items t,o be cost into concrete are accurdely placed, positicned securely, and G. Ternplates: Obtain cnd distribute th the parties involved templates for work specified to be factory prepared aid field installed. Check Shop 1. Mcnufacturer's Standard Form: Modified to include Project-specific information aid properly executed. I. Organize list of spaces in sequential order. within rave of potential collapse of unstable structures. will not interfere with concrete placement. Drawings of other work to confirm that adequate provisions are male for locating and installing products to comply with indicated 2. 5pecified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly 2. Orgcnize items applying to each space by major element, including categories for ceiling, individual walls, Floors, ecoipment, end building 5. Provide, erect, aid maintain temporary barriers aid eecurity devices. 3.04 PLACING CONCRETE requirements. executed. systems. 6. Use physical barriers to prevent access to areas that could be haza-dous to workers or the public. 14. Attachment: Provide blocking end attachment plates and enchors and fasteners of adequate size aid number to securely anchor each A. Place concrete in acordance with ACI 304R. 3. Refer to other Sections for specific content requirements and particular requirements for submitting special waranties. 3. Submit list of incomplete items in the following format: 7. Conduct operdions to minimize effects on arid interferenr,e with ad jacent structures cnd occupais. component in place, accurately located aid alired with other portions of the Work. Where size and type of dtachrnents ore not indicated, 5. Place concrete for floor slabs in accordence with ACI 302.IR. C. Submittal Time: Comply with recOrements in Section 017700 'Closeout Procedures.' verify size and type reooired for load conditions. a. PDF electronic file. Project Maiager will return carotated copy. S. Do not close or obstruct roadways or sidewalks without permit. • D. Guaraite,es: I. Mounting Heights: Where mounting heights a-e not indicated, mart components d heights directed by Owner/ Architect. 1.0E3 SUBMITTAL OF PROJECT WARRANTIES AND GUARANTEES 9. Conduct operaticns to minimize obstruction of public aid private entrences md exits; do not obstruct required exits at cny time; protect C. Ensure reinforcement, inserts, embedded parts, aid formed censtruction joint devices will not be distuebed during cmcrete plccement. 1 0 R I. The Centrcator shall Guercrtee all materials and work provided alder this antract crid shall moke good, repair or replace at 2. Allow for building movement, including therrnal expcnsicn end contrxtion, A, Time of Submittal: Submit turitten warcnties for designated portions of the Work where commencement of war-Titles other than date of persais using entree-ices crid exits Fran removal operations. D. Finish floors level crid fld, triless otherwise indicated, within the toleroces specified below. contractor's expense, any defective work, material, or eq.iipment which may be discovered within a period of 12 months from the date 3. Coordinate installation of crichorages. Furnish setting drawings, templates, cnd directions for installing enchorages, including sleeves, Substantial Canpletion is indicated, or when delay in submittal of warrenties might limit Ourter's rights under Luarraty. 10. O'otain written permission from owners of adjxent properties when demolition eqpipment will traverse, infringe upon or limit acr,ess to Lia 3.05 SLAB JOINTING of substantial completion (In writing) oF the installation by Owners Construction Moeller/ Engineering Mcnager. Extended werraities are concrete inserts, anchor bolts, aid items with integral crichors, that cre to be embedded in concrete or masonry. Deliver such items 5, Organize warrenty documents into an orderly sequence based on the table of contents of the Project Mawal. their property. specified with individual equipment. to Project site in time for installation. I. Worcrity Electronic File: Scan warroties and bonds aid assemble complete warranty and bond submittal package into a single indexed B. Do not begin removal until receipt of netification to proceed from Owner. A. Locate joints as indicated on the drawings. 2. Owner shall provide a complete I2-month warranty for all parts on eqpipment provided by Owner aid Ouner's ve,ndors. The contractor I. Joints: Make joints of uniform width. Where joint locaticns in exposed work ere not indicated, crrange joints for the best visual effect. Fit electronic PDF file with links enabling navigdion to each item. Provide bookmarked table of contents at begiming of document. C. Do not begin removal until built elements to be salvaged or relocated have been removed. B. Anchor joint fillers aid devices to prevent movement during cona-ete placement. 0 •• D. Protect existing strudures crid other elements thd are not to be removed. Lei .. shall not bear additional waraties beyond a complete working system and as such no additional monies should be included in the bid. exposed cornections together to form hairline joints. C. Guaratees: Guarantees shall be,come valid aid operative upcn issuaice and oc,ceptcrice of work as accepted by AIF crid/ or Hollister. C. Isoldion Joints: Use preformed joint filler with removable top section for joint sealcrit, total height eqpal to thickness of slab, set flush 0 1.- > PART 2 PRODUCTS J. 1-legardous Materials: Use products, cleaners, aid installation materials that ore not considered hcaardous. Guarantees shall not apply to work where dcrnage is a result of abuse or neglect by AIF or I4ollister. 1. Provide bracing aid shoring. with top of slab. < t.i.e 2.01PRODUCT SELECTION PROCEDURES 3.05 CUTTING AND PATCHING D. All clauses in Section 11.2 "Werraties" of the "Owners Stodard General Caiditions for Construction' apply. 2. Prevent movement or settlement of ad jacent structures. •• 0 x A. General Produc-t Recoirements: Provide products that comply with the Ca-tract Documents, cre indernaged aid, ailess otherwise indicated, A. Cutting end Patching, General: Employ skilled workers to perform cutting end patching. Proceed with cutting aid patching at the earliest PART 2 PRODUCTS 3. Stop work immediately if adjacent structures appear to be in darjer. 1. Install wherever necesscry to seperate stab from other building membere, including columns, walls, e,q,uipment foundations, footings, i 11:12 rx cx are new at time of installation. feasible time, aid complete without delay. 2.01 MATERIALS E. Minimize production of dust due to demolitim operations; do not use water if that will result in ice, flooding, sedimentation of public stairs menholes sumps and drains. i i . i <C p Lei Lei I. Provide products complete with accessories, trirn, finish, fasteners, cnd other items needed for a ccmplete installdicn crd indicated I. Cut in-place construction to provide for installdion of other compcnents or performcnce of other construction, end subsequently patch A, Glee:fling Agents: Use cleaning materials aid agents recommended by matufacturer or fabricator of the surface to be decried. Do not use waterways or storm sewers, or other pollution. D. Saw Cut Centraction Joints: Saw cut joints before concrete begins to =I, within 4 to 12 heurs after placing; use 3/16 inch thick blade and i- I- v) (,) F. Haurdous Materials: Comply with 29 CFR 1°06 and state crd local reguldions. cut d least 1 inch deep but not less thcn one q,ucrter (1/4) the depth of the slab. p use aid effect. as reqiired to restore surfaces to their original condition. _ cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. < < 3.02EX1STING UTILITIES Ei m m 2. Stcrtdard Products; If available aid unless custom products or nonstandard options are specified, provide standcrd products of types 5. Existing lelorrenties: Remove, replace, patch, and repair materials crid surfaces cut or demaged during installdion or cutting and patching PART 3 EXECUTION 3,06 FLOOR FLATNESS AND LEVELNESS TOLERANCES that hale been produced aid Used successfully ifl similar situations on other projects, operations, by methods and with materials so as not to void existing warrcrties. 3.01FINAL CLEANING A. Coordinde work with utility compaiies; notify before starting wcrk end comply with their requirements; obtain recoired permits. A, Maximum Variation of Surface Flatness: 3. Owner reserves the right to limit selection to products with warranties not in ccnflict with reqirements of the Contract Documents. G. Temporcry Support: Provide ternporcry support of work to be cut. A. General: Perform final cleaning. Condud daring ond waste-removal operdions to comply with local laws aid ordinances and Federal and B. Protect existing utilities to remain from damage. X 4. Where products are accompenied by the term 'los selected,' Owner will make selection. D. Protection: Protect in-plca construction during cutting arid patching to prevent donor. Provide protection from adveree weather conditions looal environmental end cntipollution regulations. C. Do not disrupt public utilities without permit from authority having jurisdiction. 1. Exposed Catcrete Floors: 1/8 inch in 10 feet. X D. Do not close, shut off, or disrupt existing life safety systems that we in use without at least 7 days prior written notificatim to Owner. cv x 2. Under Seamless Resilient Flooring: 1/8 inch in 10 feet. r.... 5. Descriptive, performence, aid reference stcridord rectpirernents in the Specifications establish salient characteristics of products. for portions of Project that might be exposed &ring cutting end patching operdicns, B. Cleaning: Employ experienced wcrkers cr professicnal decriers for final cleaning. Cleat each surfxe or unit to dust free, dirt free, E. Do not close, shut off, or disrupt existing utility brcnches or take-offs that cre in use without d least 3 days prior written notification to 5. Product Selection Procedures: E. Adjacent Occupied Areas: Avoid interference with use of adjoining creas or interruption of free passage to adjoining creas. 'Spoiling Clem' ccndition. Comply with mcnufacturer's written instructions for all dealing. 3. Under Carpeting: 1/8 inch in 10 feet. cr) Owner. 1. Product: Where Specificdions name a single manufacturer end product, provide the named product that complies with reqpirements. F. Existing Utility Services end Mechanical/Electric,a1 Systems: Where existing services/systems ore required to be removal, relocated, or I. Complete the following daring operations before requesting inspection for ce.rtification of Substential Completion for entire Project or F. Locde end mark utilities to remain; mark using highly visible tegs or flags, with identification of utility type; protect fra-n damage due to B. Correct the slab surface if tolercnces are less than specified. 4... Comparable products or substitutions for Contractor's arvenience will not be considered. abadoned, bypass such services/systems before cutting to prevent interruption to occupied areas. for a designated portion of Project: •• subsequent c.onstruction, using substantial boricades if necessary. C. Correct defects by grinding or by removal and replacement of the defective work. Areas resiiring corrective work will be identified. Oen 2. Menufacturer/Source: Where Specificcrtions narne a single mcnufacturer or source, provide a product by the nailed mcnufacturer or G. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, old similar operdions, including excavdion, using methods a. Remove tools, construction equipment, mxhinery, and six-plus material from Project site. G. Remove exposed piping, valves, meters, apipment, supports, aid foundations of discarected and abcndcned utilities. Re-measure corrected areas by the some prxess. i source that complies with requirements. Comparable products or substitutions For Centractor's convenience will not be considered. least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply b. Remove snow cnd ice to provide safe access to building. 3.035ELECTIVE DEMOLITION FOR ALTERATIONS C.) 3. Products: with original Installer's written recornmenddions. c. Clem exposed exterior end interior hard-surfaced finishes to a dirt-free c.onditien, free of stains, films, and similar foreign A. Drawings showing existing construction aid utilities ere based cri casual field observation aid existing record documents cnly. 3,07 CONCRETE FINISHING ...... a. Restricted List: Where Specifications include a list of ncrnes of both maufecturers old products, provide one of the products listed I. In general, use hold cr small power tools desired For sawing aid grinding, not hcmmering aid chopping. Cut holes end slots neatly to substcnces. Avoid disturbing natiral weathering of exterior surfaces. Restore reflective surfaees to their original condition. I. Verify that construction aid utility errengements ere as indicated. A. Generate Slabs: Finish to reqpirements of ACI 302.1R, cnd as follows: CD 4::i0 thd ccrnplies with requiremeets. Ccmperable products or substituticns for Contracter's convenience will not be considered unless minimu-n size recoired, end with minimum disturbace of ad jacent surfaces. Temporcrily cover openings when not in use. d. Remove debris end surface dust fron limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, mcnholes, 2. Report discrepaicies to Architect before disturbing existing latallation. 1. Surfaces to Receive Thick Floor Coverings: 'Wood float' as described in ACI 302.1R; thick floor coverings include q,uarry tile, cercmic ca 1..,... 0 otherwiee indicated. 2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. attics, era similar spaces. 3. E3eginning of demolition work constitutes croceptcnce of existing conditions that would be apparent upon excminatim prior to stating tile, aid Portland cement terrcrao with full bed setting system. LU b. Nonrestricted List: Where Specifications include a list of names of both available manufacturers end products, provide one of the 3. Concrete aid Masonry: Cut using a cutting machine, such as ao abrasive saw or a diamend-core drill. e. Sweep concrete floors broom dem in unoccupied spaces. demolition. •• products listed, or al urncrned product, that complies with requirements. Comply with requirements in "Comparable Products' Article 4. Me,chcnical crid Electrical Services: Cut off pipe or conduit in walls or pertitions to be removed. Cap, valve, or plug and seel remainirtg f. Vacuum carpet aid similcr soft surfaces, rernoving debris end excess nap; clan according to manufacturer's recomme,nddions if B. Remove existing work as indicated ond as required to accomplish new work. 2. Surfaces to Receive Thin Floor Coverings aid surfaces exposed to view: 'Steel trowel' as described in ACI 302.1R; thin floor coverings (,..) z for consideration of on urrarned product. portion of pipe or caduit to prevent entrcnce of moisture or other foreign matter after cutting. visible soil or stains remain. I. Remove items indicated on drawings, include ccrpeting, resilient flooring, secmless flooring, resinous matrix terrazzo, thin set cvarry tile, cnd thin set cerarnic tile. '''‹ ett 4. Mcnufacturers: 5. Proceed with pdching after construction operdions reqpiring cutting are complete. g. Clecri transparent mcrterials, including mirrors end gloss in doors aid windows. Inside aid outside of space. Remove glazing compounds C. Services (Including but not limited to 14VAC, Plumbing, Fire Protection, Electrical, and Telecemmuniations): Remove existing systems cnd 3. Other Surfaces to I3e Left Exposed: Trowel as described in AC1 302.1R, minimizing burnish marks aid other appecroice defects. CL a! Ci) a a. Restricted List: Where Specificdims include a list of mcnufacturers' nornes, provide a product by we of the manufacturers listed 14. Pdching: Patch construction by filling, repairing, refinishing, closing up, aid similar operaticns following performance of other work. Pdch end other noticeable, vision-obscuring materials. Replace chipped or broken glass aid other damaged transparent mderials. Polish equipment as indicated. B. In areas with floar drains, maintain floor elevdion d walls; pitch surfaces uniformly to drains d 1;100 nominal. that complies with requirements. Ca-nparable products or substitutions for Contractor's convenience will not be considered unless with durable seams that re as invisible as practiccble. Provide materials cnd comply with installation requirements specified in other mirrors aid glass taking ca-e not to scratch surfaces. I. Maintain existing active systems that a-e to remain in operation; maintain access to equipment aid operational compcnents. 1 ...... 3,08 CURING AND PROTECTION otherwise indicated. Secticrs, where applicable. h. Remove labels th;t re not permenent. 2. Where existing active systems serve occupied facilities but a-e to be replaced with new services, maintain existing systems in service .. b. Nonrestricted List: Where Specifications include a list of available mcnufacturers, provide a produd by one of the manufacturers I. Inspection: Where feasible, test and inspect patched areas after completion to demcnstrate physical inte,grity of installation. i. Wipe surfaces of mechcnical Grid electrical equipment old similar equipment. Remove excess lubrication, paint aid rnortcr droppings, until new systems cre complete crid ready for service. A. Comply with requirements of ACI 308R. Irrrnediately after placement, protect concrete frcm premature drying, excessively hot or cold Li >.< >- listed, or a product by on unnamed mmufacturer, that complies with reqpiraments. Comply with requirements in 'Compaable 2. Exposed Finishes: Restore exposed finishes of patched eras and extend finish restoration into retained adjoining construction in a cnd other foreir substcnces. 3. Verify that abandoned services serve only abandcned facilities before removal. temperatures, end mechcnical injury, CC Z Products' Article for considerdion of en umcrned mcrufacturer's product. manner that will minimize evidence of patching cnd refinishing. j. Clecn plumbing fixtures to a sanitay ccndition, free of stains, including stains resulting from water exposure. 4. Remove abodoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to sorce of supply 5. Maintain ccncrete with minimal moisture loss d relatively constat temperature for period necessary for hydrdion of cement cnd hardening LU 0 c. Visual Selection Specification: Where Specificdions include the phrase las selected by Owner from manufacturer's full =gel' or similar 3. Floors and Walls: Where walls or pertitims that are removed extend one finishal area into crather, patch crid repuir floor end wall k. Replace disposable air filters and dem permanent air filters. Clecn exposed surfaces of diffusers, registers, end grills. where possible, otherwise cap stub arid tag with identification. of concrete, CC surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall 1. Clan light fixtures, lamps, globes, and reflectors to function with full efficiency. 41:( •' M phrase, select a product that complies with requirements. Owner will select color, gloss, pattern, density, or texture from mawfacturer's D. Protect existing work to remain. 1. Normal concrete: Not less than seven days. product line that includes both stcridard cnd premium items. coverings end replace with new materials, if necessary, to achieve uniform color and appearance. m.Clecn presentation items, props crid trade fixtures. I. Prevent movement oF structure; provide shoring and brxing if necessery. D ix 2.02COMPARABLE PRODUCTS 4. Ceilings: Patch, repair, or reheng in-plca ceilings (45 necessary to provide en even-plot surface of uniform appearcnce. n. Clem all signs. 2. Perform cutting to accomplish removals neatly ad as specified For cuttrg new work. C. Surfaces Not in Centact with Forms: a LT_ 5. Exterior Building Enclosure: Patch components in a merrier that restores enclosure to a weat1vr tight conditim old ensures therrnal end o. Clecr all flooring per menufecturer's instructions. ...... A. Conditions for Considerdion: Owner will consider Contractor's req.est for comperable product when the following cenditions re satisfied. If 3. Repair ad jxent co-structicn cnd finishes dcrnaged during removal work. I. Slabs crd Floors To Receive Adhesive-Applied Flooring: Curirtg compounds end other surface coatings are usually considered unacceptcble W the following conditions are not satisfied, Owner may return requests without acticn, except to record noncomplicnce with these moistre integrity of building enclosure. p. Leave Project clecn aod ready for occupcncy. 4. Patch as specified for patching new work. by flooring aid adhesive mcrufacturers. If such materials must be used, either obtein the approval of the flooring aid adhesive LI- I. Clecning: Clecn creas aid spaces where cutting and patching ore performed. Remove paint, mortar, oils, putty, and similcr mderials From 3.02REPAIR OF TI4E WORK 1 W Z cf) Q reapirernents: 3.04DEBRIS AND WASTE REMOVAL mcrwfacturers prior to use or remove the surface coating after curing to flooring mcnufacturer's sdisfadion. I. Evidence thd the proposed product does not require revisions to the Contract Dour/lents that it is consistent with the Centred adjacent finished surfaces. A, C,omplete repair and restoration operdions before recoesting inspection for determination of Substantial Completion. A. Rernove debris, junk, aid trash from site. 2. Initial Curing: Stat as soon as free wder has disappeored crid before surface is dry. Keep continuously moist for not less thai three 0 CC 0 NI Documents aid will produce the indicated results, aid that it is compatible with other portions of the Work, 3.06 PROGRESS CLEANING a See Section 11.5 'Correcting Defective Work' and all sub-eections in the Owners Stendard General Conditions for Construction document. B. Lan site in clean condition, reedy for subsequent work. days by water-fog spray or saturated burlap. 1- < i- N 2. Detailed comperison of significcnt coalities of proposed product with those ncrned in the Specifications. Sirificcrit qualities include A. General: Clean Project site rid work areas daily, including common treas. Enforce requirements strictly. Dispose of mderials lawfully. C. Repair or remove aid replace defective construction, Repairing includes replacing defective ports, refinishing dcrnaged surfxes, touching up C. Clean up spillage end wind-blown debris from public end private laids. LI n C9 rt,r ,' attributes such as performcnce, weight, size, durability, visual effect, end specific features aid requirements indicated. I. Comply with recoirements in NFPA 241 for removal of combustible waste materials era debris. with matching materials, rid properly adjusting operating eqipment. Where &mooed or worn items canot be repaired or restored, provide a. Spraying: Spray water over floor slab areas aid maintain wet. C/) cio 0 Z ' Z 3. Evidence that proposed product provides specified worraty. 2. Do not hold waste materials more than seven days during normal wedher or tlree days if the temperature is expected to rise above replacements, Remove end replece operding components that corat be repaired. Restore dcrnaged construction crd permatent facilities used b. Saturated Burlap: Saturate burlap-polyethylene aid place burlap-side down over floor slab ereos, lapping ends crd sides; maintain in = co T rE v.,(-) 4. List of sirnilcr installaticns for completed projects with project names aid addresses and narnes cra addresses of crchitects end 80 deg F. during constructim to specified condition. plxe. 0 I-1-1 Ci) n 0 SECTION 03 3000 - CAST-IN -PLACE CONCRETE .... ... .,4 ,.., Owners, if requested, 3. Containerize hazordous cnd irsonitary waste materials separately from other waste. Mark caterers appropriately cra dispose of legally, I. Remove crid replace chipped, scratched, crd broken glass, reflective surfcces, ald other damaged transparent materials. 3. Final Curing: Begin after initial curing but before surface is dry. i= °3 0 ...... 5. Sernples, if reqxsted. according to regulations. 2. Touch up and otherwise repair aid restore marred or exposed finishes aid surfaces. Replace finishes and surfaces that that already PART 1 GENERAL . 13. Site: Maintain Project site free of waste materials aid debris. show evidence of repair or restoration. 1,01 SECTION INCLUDES a. Moisture-Retaining 5heet: Lap strips not less than 3 inches aid seal with waterproof tape or adhesive; secure at edges. < rel2 1"- I:1 0 Ler C. Work keas: Clecn areas where work is in progress to the level of cleanliness necessa-y for proper execution of the Work. a. Do not paint over PULII end other recipired labels old identification, including mechanical aid electrical nmeplates. Remove paint A. Ccncrete formwork. b. Curing Compound: Apply in two coats at right angles, using applicaticn rate recommended by mcnufacturer. C.) .... (.9 Z e- l. Remove liquid spills promptly. applied to required labels aid identification. B. Floors and slabs on grade. 3.0 DEFECTIVE CONCRETE - CC ICC 0 IA__ n = w _i z 2. Where dust would impair proper execution of the Work, broom-clean or vccuurn the entire work ere°, as appropriate. 3. Replace parts subject to operating conditions during construction thcrt may impede operdicn or reduce Imgevity. C. Concrete reinforcement. ' i D. Installed Work: Keep instilled work elem. Clan installed surfaces according to written instructions of menufacturer or fabricator of product 4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, and defective end noisy staters in fluorescent and rrercury vaper D. Joint devices associated with concrete work. A. Defective Concrete: C.oncrete not conforming to required lines, details, dimensions, tolercra,es or specified recoirements. 0 CC 0 tee) 1""" I-Li .o E. Ccncrete curing. B. Repair or replacement of defective concrete will be determined by the Architect. The cost oF additional testing shall be borne by LU W < r.„, CC .7zI e installed, using only dealing materials specifically recommended. If specific daring materials are not recorrmended, use clecning materials fixtures to ca-nply with requirements for new fixtures. 10 1.02 REFERENCE STANDARDS Cotrator when defective concrete is identified. 0.- CO Lo 0 c.) ; that are not haza-dous to health or property aid that will not damage exposed surfaces. Cr) < Cr) O. (r) 0 A. AC1 117 - Stendard Specifications for Tolerances for Concrete Construction end Materials; 2010 (Reapproved 2015), e E. Concealed Spaces: Remove debris fron concealed spaces before enclosing the space. C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon express direction of Architect for each individual a-ea. ////c44,..,"' .-,:'‘.',_,,,:e.'-.1i',1":::-.C.?4-4741;41.1:-:";,e-;"------1:0'7 ,.-.,,c11•4n4:7-1.) , _ e F. Exposed Surfaces in Finished Areas: Clem exposed surfaces aid protect as necessary to ensure freedcm from damage aid deterioration d B. ACI 211.1 - Steracrd Practice for Selecting Proportions for Normal, 14eavyweight, and Mass Concrete; 1991 (Reapproved 2009). n 3.10 PROTECTION 0, time of Substantial Completim. C. ACI 301 - Specifications for Structural Concrete; 2016. e oev•...e..:.4 .,., <-c D. ACI 302.IR - Guide to Ccncrete Floor cnd Slab Construction 2015. Do not permit traffic over unprotected concrete floor surface until fully cured, CE G. Waste Disposal: Do not bury or bum waste materials on-site. Do not wash waste materials doun sewers or into waterways. o 14. During hadling aid installation, clean and protect construction in proress old adjoining materials already in place. Apply protective covering E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Caarete; 2000 (Reapproved 2009). 2 F. ACI 305R - Guide to Pot Weather Concreting; 2010. . .....' e where required to ensure protection from damage or deterioration at Substential Completion. z G, ACI 306R - Guide to Cold Weatrer Concreting; 2016. 0 I. Clem cnd provide maintenmce on completed ccnstruction as frequently as necessery through the remainder of the constructicn period. ( tit.3' ,,n1-13:VST - 74-1 ,....-- e o Ad just aid lubricate operable components to ensure operability without danaging effects. H. ACI 308R - Guide to External Curing of Concrete; 2016. .„,„ - ././' M :41,,,_"..of co . J. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to I. ACI 318 - Building Code Requirements for Structural Concrete aid Commentary; 2014 (Errata 2017). -- ---- • Licence ,, 6659 . '61° harmful, dcrigerous, damaging, or otherwise deleterious exposure during the constructice period. J. ACI 347R - Guide to Formwork for Ccncrete; 2014. CLEN ELAND, OH _- . ., 3.07 STARTING AND ADJUSTING K. A511 A615/A6I5M - Standard Specification for Deformed end Plain Gabon-Steel Bcrs for Concrete Reinforcement; 2016, tAir r:P.- i' / ,2(5 .2-o 1 7 c:).', A. Start equipment aid operating components to confirm proper operation, Remove malfunctioning units, replace with new units, ond retest. L. ASTM A1064/A1064M - Staidard Specification for Ccrbon-Steel Wire ond Welded Hire Reinforcement, Plain end Deformed, for Concrete; e. . 5. Adjust ecoirnent for proper operation. Adjust operating components for proper operation without binding. 2017. lich . C.' . - C. Test each piece of &Orient to verify proper operation. Test end adjust controls end safeties. Replace da-naged and malfunctioning controls . _ M. ASTM C31/C39M - Stair:lard Test Method for Compressive Strength of Cylindrical Concrete Specimens; 2017b, 4 0 F 01' - 2 .1.- aed ecoipment. N. ASTM C94/Cci4M - Staidard Specificatim for Ready-Mixed Cencrete; 2017a a D. Mcnufacturer's Field Service: Comply with coalificatim reopirements in Section 014000 "Quality Recoirements" 0. AST11 C150/C150M - Stcriderd Specification for Portlerd Cement; 2017. , ..;, 3.08PROTECTION OF INSTALLED CONSTRUCTION P. A5111 CI73/C173M - Stcridord Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 2016. L'- A. Provide final protection md maintain conditions that ensure installed Work is without damage or deterioration at time of Substatial Q. ASTM C260/C260M - Staidard Specification for Air-Entraining Admixtures for Concrete; 2010a (Reapproved 2016). 11972 I Conpleticn. R. ASTM C309 - Standard Specificcition for Liquid Membrote-Forming Compounds for Curing Concrete; 2011. - .._ o 2? B. Comply with mawfacturer's written instructions for temperature aid relative humidity. 5. AST11 C1059/C1059M - Staidard Specification for Latex Agents for Bonding Fresh to Hodened Concrete; 2013. SliEET z, ie T. ASTM CI315 - Standcrd Specification far Liquid Mernbrcne-Forming Compounds Having Special Properties for Curing old Sealing Concrete; e e e. 4 9 6 2011. o e , o... ,st U. ASTM E1643 - Staidod Prxtice For Selectim, Desir, Installation md inspection of Water Vapor Retaders Used in Contact with Ea-th or 2'..27 F.,_‘,, ,,, Granule,- Fill Under Concrete Slabs; 2011 (Reapproved 2017). AO.02 ;C--9,6 MINIM . JM. I • Plot Date: 1/24/2019 SECTION 03 3511 - CONCRETE FLOOR FINISI IES A. Do not install underlayment until floor penetrations and peripheral work are complete. PART 2 PRODUCTS glue type as recommended for application. 8. During the curing process, ventilate spaces to remove excess moisture. 2.01 GENERAL REQUIREMENTS B. Softwood Plywood, Exposed to View: Face species as indicated, plain sawn, medium density fiberboard core; SECTION 07 2100 - T1-IERMAL INSULATION PART 1 GENERAL PART 2 PRODUCTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. PS 1 Grade A-B, glue type as recommended for application. PART 1 GENERAL 1.015ECTIDN INCLUDES 2.01 MATERIALS I. If no species is specified, provide any species graded by the agency specified; if no grading agency is C. Particleboard: ANSI A208.1; Com sed of wood chis sawdust or flakes of medium densit made with � A. Surface treatments for concrete floors and slabs. p° P Y� 1.01 SECTION INCLUDES _ A. Gementitious Underlayment: Blended cement mix, that when mixed with water in accordance with specified, provide lumber graded by any grading agency meeting the specified requirements. waterproof resin binders; of grade to suit application; sanded faces. 1.02 ADMINISTRATIVE REQUIREMENTS p ng ay g p pe g gen y y g g ager y ppr y , y ( ): A. Board insulation at underside of floor slabs, exterior wall behind wall finish, and as indicated on drawings. , A. Coordinate the work with concrete floor placement and concrete floor curing. manufacturers directions will roduce self-leveli underl meet with the followin ro rties: 2. Gradin A c : An nadir c whose rules area oved b the Board of Review American Lumber D. Medium-Densit Fiberboard MDF AN51 A208.2, Grade 130. 1.03 SUBMITTALS I. Compressive Strength: Minimum 4000 pounds per square inch after 28 days, tested per A57M G10q/CI09M. Standard Committee (www.alsc.org) and who provides grading service For the species end grade specified; E. Medium-Density Overlay (MDO): Pressed resin-impregnated paper overlays applied to suitable core. B. Batt insulation and vapor retarder in exterior wall, ceiling, and roof construction. . A. Product Data: Manufacturer's published data on each finishing product, including information on compatibility of 2. Flexural Strength: Minimum 1000 psi after 28 days, tested per ASTM 6348. provide lumber stamped with grade mark unless otherwise indicated. 2.03 FASTENINGS C. Insulation for filling miscellaneous voids. different roducts and limitations. 3. Density: 125 pounds per cubic foot, nominal. B.Lumber fabricated from old growth timber is not permitted. A. Adhesive for Purposes Other Than Laminate Installation: Suitable for the purpose; not containing formaldehyde P B. A re ate: Dr well raded washed silica a r ate a roximatel 1/8 inch in size and acct table to 2.02 DIMENSION LUMBER 1.02 REFERENCE STANDARDS 1.04 DELIVERY, STORAGE, AND HANDLING 99 9 Y� 9 r 99 e9 , PP Y P or other volatile organic compounds. O underlayment manufacturer. A. Sizes: Nominal sizes as indicated on drawings, 545. H. Fasteners: Of size and type to suit application; use corrosion resistant fasteners for exterior locations. A. ASTM 0578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2017a. A. Deliver materials in manufacturers sealed packaging, including application instructions. C. Water: Potable and not detrimental to underlayment mix materials. 5. Moisture Content: 5-dry or MC19. 2.04 ACCESSORIES B. ASTM Cb65 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 1.05 FIELD CONDITIONS A. Maintain light level equivalent to a minimum 200 W light source at 8 feet above the floor surface over each 20 D. Primer: Manufacturers recommended type. C. Miscellaneous Blocking, Nailers, and Furring: A. Lumber for Shimming and Blocking: Softwood lumber of any appropriate species. 2017. E. Joint and Crack Filler: As recommended by manufacturer. I. Lumber: 545, No. 2 or Standard Grade. B. Primer: Alkyd primer sealer. foot square area of floor being finished. C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017. 2.02 MIXING 2. Boards: Standard or No. 3. G. Wood Filler: Solvent base, tinted to match surface finish color. 8. Do not finish floors until interior heating and cooling system is operational. A. Site mix materials in accordance with manufacturer's instructions. 2.03 CONSTRUCTION PANELS 2,05 WOOD TREATMENT D. ASTM EI36 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750 Degrees C; 2012. C. Maintain ambient temperature of 50 degrees F minimum. 8. Add re ate for areas where thickness will exceed 1/2 inch. Mix underla est and water for at least two A. Wall Sheathin : An PS 2 t PART 2 PRODUCTS a99 9 9 y y� A. Factory-Treated Lumber: Comply with requirements of AWPA Ul - Use Category System for pressure E. ASTM E2357 - Standcxd Test Method for Determining Air Leakage of Air Ranier Assemblies; 2011. ABERCROMBIE & FITCH CO. 2.01 CONCRETE FLOOR FINISH APPLICATIONS minutes before adding aggregate, and continue mixing to assure that aggregate has been thoroughly coated. I. Bond Classification: Exterior. impregnated wood treatments determined by use categories, expected service conditions, and specific 1.03 SUBMITTALS A. Gurin and sealin tom und: Medium loss finish. C. Mix to self-leveling consistency without over-watering. 2. Grade: Structural I Sheathing. applications. 6301 FITCH PATH 9 9 p° 9 PART 3 EXECUTION 3. S an Rati 24. A. Product Data: Provide data on product characteristics, performance criteria, and product limitations. 2.02 SURFACE TREATMENTS P n9' B. Fire Retardant Treatment (FR-S Type): Chemically treated and pressure impregnated; capable of providing NEW ALBANY, OHIO 43054 3.01 EXAMINATION 4. Performance Category: 5/8 PERF CAT. flame s read index of 25 maximum and smoke develo d index of 450 maximum when tested in accordance 1.04 FIELD CONDITIONS A. Troweling Aid, Densifier and Curing Agent: Liquid reactive colloidal silica-based topical treatment, spray-applied P 614-283-6500 to wet concrete and floated or troweled into the surface. A. Verify that substrate surfaces are clean, dry, unfrozen, do not contain petroleum byproducts, or other B. Wall Sheathing: Glass mat faced gypsum, ASTM C1177/C1177M, 5/8 inch Type X fire resistant. with ASTM E84. A. Do not install insulation adhesives when temperature or weather conditions arc detrimental to successful installation. compounds detrimental to underlayment material bond to substrate. I. At Assemblies Indicated with Fire Rating: Use type required by indicated tested assembly. C. Provide identification on fire retardant treated material. 2.03 COATINGS PART 2 PRODUCTS A. Penetrating Sealer: Transparent, non-yellowing, water- or solvent-based coating. 3.02 PREPARATION C. Communications and Electrical Room Mounting Boards: PS I A-D plywood; 3/4 inch thick; flame spread index D. Redry wood after pressure treatment to maximum 15 percent moisture content. I. Composition; Siliconate. A. Concrete: Mechanically prepare steel troweled concrete to create a textured surface necessary to achieve the of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E84. 2.06 FABRICATION 2.01 APPLICATIONS best bond; aae table methods include bead blastin and scarif in . Do not use acid etchin . 2.04 ACCESSORIES A. Sho assemble work for delive to site ermittin ass e throw h buildin o nin s. A. Insulation Over Metal Stud Framed Walls Continuous: Extruded of st ene XPS board. PART 3 EXECUTION P 9 Y 9 9 P rY , p 9 P a9 9 9 Pe 9 , P Y Yr ( ) B. Remove substrate surface irregularities. Fill voids and deck joints with filler. Finish smooth. A. Fasteners and Anchors: 8. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for 3.01 EXAMINATION B. Insulation in Metal Framed Walls: Batt insulation with specified vapor retarder. A. Verify that floor surfaces are acceptable to receive the work of this section. G. Vacuum clean surfaces. I I. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for exterior, roof related and scribing and site cutting. B. Verify that flaws in concrete have been patched and joints filled with methods and materials suitable for D. Prime substrate in accordance with manufacturers instructions. Allow to dry. preservative-treated wood locations, unfinished steel elsewhere. 2.07 SHOP FINISHING 2.02FOAM BOARD INSULATION MATERIALS further finishes. E. Close floor openings. B. Die-Stamped Connectors: Hot dipped galvanized steel, sized to suit framing conditions, A. Sand work smooth and set exposed nails and screws. A. Extruded Polystyrene (XPS) Board Insulation: Complies with ASTM C578 with either natural skin or cut cell surfaces. 3.02 GENERAL 3.03 APPLICATION I. For contact with preservative treated wood in exposed locations, provide minimum G185 galvanizing complying B. Apply wood filler in exposed nail and screw indentations. I- o E A. Install underlayment in accordance with manufacturer's instructions. with ASTM A653/A653M. G. On items to receive transparent finishes, use wood filler that matches surrounding surfaces end is of type I. Flame Spread Index (FSI): Glass A - 0 to 25, when tested in accordance with ASTM E84. O 0 A. Apply materials in accordance with manufacturers instructions. B. Place to indicated thickness, with top surface level to I/8 inch in 10 ft. 2.05 FACTORY WOOD TREATMENT recommended for the applicable finish. 2. Smoke Developed Index (SDI): 450 or less, when tested in accordance with ASTM E84. C �, 3.03 COATING APPLICATION C. For final thickness over 1-1/2 inches lace under) anent in la ers. Allow initial l er to harden to the oint A. Treated Lumber and Plywood: Comply with requirements of AWPA Ul - Use Category System for wood D. Finish work in accordance with AWI/AWMAC/WI AWS or AWMAC/WI NAAWS Section 5 - Finishin for rade 3. T and Thermal Resistance R-value: T IV 5.0 0.88 1 inch thickness at 75 d rees F mean tem afore. W -5 ., A. Verify that surface is free of previous coatings, sealers, curing compounds, water repellents, laitance, P aY y aY P ( ) ( ), 9 9 YPe r YPe , ( ) P�' e9 Pe where the material has lost its evaporative moisture. Immediately prime and begin application of the subsequent treatments determined by use categories, expected service conditions, and specific applications, specified and as follows: N °' efflorescence, fats, oils, grease, wax, soluble salts, residues from cleaning agents, and other impediments to , 2.03BATT INSULATION MATERIALS 0 layer within 24 hours. I. Fire-Retardant Treated Hood: Mark each piece of wood with producers stamp indicating compliance with I. Transparent: 0 x adhesion. D. Place before partition installation, specified requirements. a. 5 stem - 12 Pol urethane Water-based. A. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665; friction fit. o B. Verify that water vapor emission from concrete and relative humidity in concrete are within limits established Y y i g 0 E. Where additional aggregate has been used in the mix, add a top layer of neat mix (without aggregate), if 2. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing b. Stain: As indicated on drawings. I. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84. , L by coating manufacturer, needed to level and smooth the surface. agency, certifying level and type of treatment in accordance with AWPA standards. c. Sheen: As indicated on drawings. 2. Smoke Developed Index: 450 or less, when tested in accordance with ASTM E84. 0 °' o C. Protect adjacent non-coated areas from drips, overflow, and overspray; immediately remove excess material. B. Fire Retardant Treatment: 2. 0 ue: D. Apply coatings in accordance with manufacturer's instructions, matching approved mock-ups for color, special F. If a fine, feathered edge is desired, steel trowel the edge after initial set, but before it is completely hard. p� 3. Combustibility: Non-combustible, when tested W accordance with ASTM E136, except for facing, if any. IX w 3.04 CURING I. Exterior Type: AWPA UI, Category UCFB, Commodity Specification H, chemically treated and pressure a. System - 4, Latex Acrylic, Water-based. a5 N effects, scaling and workmanship. A. Once underlayment starts to set, prohibit foot traffic until final set has been reached. impregnated; capable of providing a maximum flame spread index of 25 when tested in accordance with b. Color: As indicated on drawings. 4. Formaldehyde Content: Zero. '� o , oo B. Air cure in accordance with manufacturer's instructions. ASTM E84, with no evidence of significant combustion when test is extended for en additional 20 minutes c. Sheen: As indicated on drawings. 5. Facing: Unfaced. N v N SECTION 03 3543 - POL I SSI ED CONCRETE F I N I SN I NG 3.05 PROTECTION both before and after accelerated weathering test performed in accordance with ASTM 02$98. E. Back prime woodwork items to be field finished, prior to installation. a. Ii Climate Zones 4c and above; where a separate vapor retarder is being used. PART 1 GENERAL A. Protect against direct sunlight, heat, and wind; prevent rapid drying to avoid shrinkage and cracking. a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent PART 3 EXECUTION LU 1.01 SUMMARY B. Do not permit traffic over unprotected floor underlayment surfaces. for plywood. 3.01 EXAMINATION b. In Climate Zones I, 2, 3, 4a 4 4b; where no vapor retarder is required. W se A. Section includes polished concrete finishing, including staining and scoring. 2. Interior Type A: AWPA UI, Use Category UCFA, Commodity Specification H, low temperature (low A. Verify adequacy of backing and support framing. 6. Facing: Asphalt treated Kraft paper, one side. _ 1.02 ADMINISTRATIVE REQUIREMENTS SECTION 05 5000 - METAL FABRICATIONS hygroscopic) type, chemically treated and pressure impregnated; capable of providing a maximum flame B. VeriFy mechanical, electrical, and building items affecting work of this section are placed and ready to receive a. In Climate Zones 4c and above; where a vapor retarder is required. D' It A. Coordinate the work with concrete floor placement and concrete floor curing. PART 1 GENERAL spread index of 25 when tested in accordance with ASTM E84, with no evidence of significant combustion this work. b. Facing can rot be exposed. C� 1.03 SUBMITTALS when test is extended for an additional 20 minutes. 3.02 INSTALLATION 1,.., A. Product Data: Manufacturer's published data on each finishing product, including information on compatibility of 1.01 SECTION INCLUDES a. Kiln dry wood after treatment to a maximum moisture content of 19 percent for lumber and 15 percent A. Install work in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS) requirements for grade B. Mineral Fiber Batt Insulation: Flexible or semi-rigid preformed batt or blanket, co mplyng with ASTM 0665; Friction fit; unfeced flare °� A. Shop fabricated steel and aluminum items. in different products and limitations. For plywood.- indicated. spread index of 0 (zero) when tested in accordance with ASTM EU. „� 1.02 REFERENCE STANDARDS B. Samples: For each type of product requiring color selection. b. Treat rough carpentry items as indicated . B. Set and secure materials and components in place, plumb and level. I. Flame Spread Index: 25 or less, when tested in accordance with ASTM E84. CC A. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; 2014 (2015 Errata). PP P y Y 9 P 9 P 1.04 QUALITY ASSURANCE c. Do not use treated wood in a lications ex osed to weather or where the wood ma become wet. G. Careful) scribe work abuttin other coin onents with maximum a s of 1/32 inch. Do not use additional B. ASTM A36/A36M _ Standard Specification for Carbon Structural Steel; 2014. - 2. Smoke Developed Index: 0 (zero), when tested in accordance with ASTM E84. A. Field Sample Panels: After approval of samples, produce field sample panels to demonstrate the approved range C. Preservative Treatment: overlay trim to conceal larger gaps. C. ASTM A53/A53M Standard Specification for Pipe, Steel, Black and Hot Dipped, Zinc Coated, Welded and I. Preservative Pressure Treatment of Lumber Above Grade: AWPA Ul Use Cate or UC3B Commodit D. Install trim with a ro riate mechanical fasteners. 2.045PRAY FOAM INSULATION MATERIALS of selections made under Sample submittals. Produce a minimum of three sets of full-scale panels, Seamless; 2012. ' 9 y ' y PP P approximately 48 by 48 inches minimum, to demonstrate the expected range of finish, color, and appearance Specification A using waterborne preservative. E. Install panels with concealed fasteners. A. Spray Polyurethane Foan Insulation, complying with ASTM C 1029, Type II, closed cell, with maximum flame-spread and smoke-developed D. ASTM A123/A123M - Standard Specification for Zinc (I-lot-Dip Galvanized) Coatings on Iron and Steel Products; a, Kiln dr lumber after treatment to maximum moisture content of lq rcent. 3.03 PREPARATION FDR SITE FINISHING variations. Y Pe indexes of 75 and 450, respectively, per ASTM E 84. 2017. I. Locate panels as indicated or, if not indicated, as directed by Construction Manager. b. Treat lumber in contact with roofing, flashing, or waterproofing. A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth. E. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates; 2.05ACCESSORIES 2. Maintain field sample panels during construction in an undisturbed condition as a standard for judging the c. Treat lumber in contact with masonry or concrete. B. Before installation, prime paint surfaces of items or assemblies to be in contact with cementitious materials, • 2013. A. Sheet V Retarder: Pol amide film with variable va ar bilit based on ambient humidit Permeance of I or less b the completed Work. F. ASTM A307 - Standard 5 ification for Carbon Steel Bolts Studs and Threaded Rod 60 000 PSI Tensile d. Treat lumber less than 18 inches above grade. 3.04 TOLERANCES aPo Y P P Y Y P Y 3. Demolish and remove field sample panels when directed. I) Treat lumber in other locations as indicated. A. Maximum Variation from True Position: 1/I6 inch. dry cup method, increasing to 10 perms by the wet cup method. Flame spread rating of 25 or less, when tested in accordance with tx 4. Field sam le els m become of the work, Strength; 2014 (Editorial 2017). 2. Preservative Pressure Treatment of Pl wood Above Grade: AWPA UI Use Cate o UC2 and UC3B B. Maximum Offset from True Ali nment with Abuttin Materials: 1/32 inch. ASTM E84. ea La p pan ay part Y r 9 r"Y , 9 9 G. ASTM A501/A501M - Standard Specification for Not-Formed Welded and Seamless Carbon Steel Structural w 8. Project Conditions: Commodity Specification F using waterborne preservative. B. Tape: As reuxnmended by nnanufaturcr. Lw U Tubing; 2014. <t V I. Maintain work area temperature, humidity, and ventilation within limits recommended by manufacturer of a. Kiln dry plywood after treatment to maximum moisture content of 19 percent. SECTION 06 4300 - WOOD SIDING INTERIOR C. Insulation Fasteners: Impaling clip of unfinished steel with washer retainer and clips, to be adhered to surface to receive insulation, length F w H. ASTM 8209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2014. u �- any products used for application, b. Treat plywood in contact with roofing, flashing, or waterproofing, PART 1 GENERAL to suit insulation thickness and substrate, capable of securely and rigidly fastening insulation in place. w z - 2. Job site lighting shall be operational and sufficient light shall be provided for the process. I. ASTM H2O9M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric); 2014. c. Treat plywood in contact with masonry or concrete, o cY O p 3. Contractor shall provide and coordinate all dumpster and waste removal throughout the project. J. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, d. Treat plywood less than 1$ inches above grade. 1.01 SECTION INCLUDES D. Adhesive, Type recommended by insulation manufacturer for application. L a p u p and Tubes; 2014. A. Board siding for walls. 4. Existing HVAC return grilles in work area shall be filtered. e. Treat plywood in other locations as indicated. PART 3 EXECUTION 0 z 1 I- Q I=- p K. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2012. B. Trim, flashings, accessories, and fastenings. p U z z 00C D 5. Contractors hall not begin grinding or polishing until all dust control measures indicated are installed. PART 3 EXECUTION 3.01 EXAMINATION w L. ANS D1.1/D1.1M - Structural Weldin Code - Steel; 2015 with Errata 2016 1.02 REFERENCE STANDARDS 6. Contractors shall provide power source for all electrical equipment required to complete the project. 9 ( ) 3.01 INSTALLATION - GENERAL 5 rl L a w - Contractor shall coordinate with General Contractor regarding generator location, operating times, noise M.AWS D1.2/D1.2M - Structural Welding Code - Aluminum; 2014, with Errata. A. Select material sizes to minimize waste. A. SPIE (GR) - Grading Rules; 2014. A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation. cp p p Q N. IAS ACI72 - Accreditation Criteria for Fabricator Ins ction Pr rams for Structural Steel; 2017. 1.03 QUALITY ASSURANCE B. VeriF substrate surfaces are flat free of hone comb fins irr ularities or materials or substances that m im a adhesive band. 1 1 r t considerations, fuel storage, etc. Generator shall run quietly and exhaust shall be managed to prevent Pe o9 B. Reuse scrap to the greatest extent possible; clearly separate scrap for use an site as accessory components, Y , Y , , e9 , �' P� exhaust fumes from enterin the arkin area or the buildin throw h air intakes rilles o en doors etc. 0. SSPC-Paint I5 - Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004). includin shims brad and blockin A. Grade lumber in accordance with the following: p p v p 9 P 9 9 9 , 9 , P n a n w 9 , n9r 9 3.02 BOARD INSTALLATION AT EXTERIOR WALLS PART 2 PRODUCTS P. 55PC-Paint 20 - Zinc-Rich Primers (Type I, Inorganic, and Type II, Organic ); 2002 (Ed. 2004). C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation I. Cypress: Grading rules of SPIE (GR). m f-- 6 1.04 DELIVERY STORAGE AND HANDLING A, Apply adhesive to back of boards: 2,01 LIQUID FLOOR TREATMENTS Q. SSPC-SP 2 - !-land Tool Cleaning; 1982 (Ed. 2004), sufficient to remove indoor air contaminants. > > 1.03 SUBMITTALS 3.02 FRAMING INSTALLATION A. Store in ventilated areas with constant minimum temperature of 60 degrees F and maximum relative humidity I. Three continuous beads per board length. A. Joint Filler: The Euclid Chemical Company QWIK joint polyurea joint filler. of 55 percent. B. Crack Repair Material: The Euclid Chemical Company Euco 700 epoxy joint filler. A. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required B. Install rigid insulation directly to concrete or masonry with mcnufacturer recommended adhesive. Tape all joints with manufacturers B. Protect from direct sunlight, water saturation, dirt and other elements. C. Patching Material: fasteners, and accessories. Include erection drawings, elevations, and details where applicable. strength or result in unacceptable appearance of exposed members. „ minimum 4 inch wide sealant tape; comply with ASTM E2357. I. Multi le minor surface defects 4 irre ularities: Hi-Tech TX-3 I. Indicate welded connections using standard ANS A2.4 welding symbols. Indicate net weld lengths. B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure C. Store flat and off the ground on supports at least 4 high. P 9 PART 2 PRODUCTS C. Install rigid insulation directly to steel studs or exterior grade sheathing at 16 inches on center with manufacturer recommended mechanical 2. Featheredge Patches: Arden SD-P by Arden Engineered Cements. Self-drying, fast setting concrete 1.04 QUALITY ASSURANCE in true alignment and safe condition until completion of erection and installation of permanent bracing. fasteners and to oints with manufacturer's minimum 4 inch wide sealant to can l with ASTM E2357. underlayment for patches 0"-1"deep with addition of appropriate aggregate to match existing. A. Fabricator Qualifications: A qualified steel fabricator that is accredited by IAS AC172, C. Install structural members full length without splices unless otherwise specifically detailed. 2.01 MANUFACTURERS , pe J pe' PY 3. Floor Trenches or Patches deeper than 1 '/1": p y g D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but A. Wood Sidin D. Install boards vertical) on walls. Ra id Set Concrete Mix b CTS Cement Manufacturin PART 2 PRODUCTS I. Delta Millworks; Shou-Sugi-Han, 1x6 Tongue 4 Groove Cypress #2, Tiger Smooth, Driftwood finish 1. Place boards to maximize adhesive contact. Corp. Rapid hardening concrete For patches 2°-24°. 2.01 MATERIALS - STEEL not less than required by applicable codes and ANC (WFCM) Wood Frame Construction Manual. A. Steel Sections: ASTM A36/A36M. 2.02 SIDING D. Densifier: Convergent Concrete Technologies, LLC Pentra-Sid (IH) water based, lithium based solution. E. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to 2. Install in ruining bond pattern. H.Steel Tubing: ASTM A501/A501M hot-formed structural tubing. floor oasts; use metal oast hon ers unless otherwise detailed. A. Board Siding: Flat, Cypress, #2 grade, maximum moisture content of 15 percent. E. Stain Inhibiting Sealant: Convergent Concrete Technologies, LLC Pentra-Finish (NG) surface hardener and 9 I. Size: 1 inch thick 6 inch hi h nominal board. 3. Butt edges and ends tightly to adjacent boards and to protrusions. protective clear coat. C. Plates: ASTM A283/A283M. F. Frame wall openings with two or more studs at each jamb; support headers on cripple studs. 9 D. Pi ASTM A53/A53M Grade B Schedule 40 black finish. 2. Profile: Tongue and groove. E. Extend boards over ex cnsion oints unhanded to wall on one side of oint. F. Sales Floor Concrete Floor System: National Polishing Systems inc. Proshine 800 Grit Resin finish with r 3,03 BLOCKING, HAILERS, AND SUPPORTS P J , J E. Bolts Nuts and Washers: ASTM A307 Grade A lain. 3. Surface Texture: Unsanded. Pro-Shine finish guard or Owner approved equivalent. P A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, F. Cut and fit insulation tightly to protrusions or interruptions to the insulation plane. G. Back of House Concrete Floor System: L4M Construction Chemicals, Inc. Lumiseal FX. F. Welding Materials: ANS DI.1/01.1M; type required for materials being welded. and trim. 4. Finish: Semi-transparent stain. H. Restroom Concrete Floor 5 stem: E s shield low VOC emium clear coatis with anti-skid additive, Color: G. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOG limitations of authorities having jurisdiction. B. In Framed assemblies that have concealed spaces, provide solid wood fireblocking as required by applicable local 2.03 ACCESSORIES G. Tape insulation bond joints. ■ y y 9 H. Touch-U Primer for Galvanized Surfaces: SSPC-Paint 20 T I - Inor anic coin l in with VOC limitations A. Nails: Stainless steel; non-staining, of size and strength to securely and rigidly retain the work. 3.03BATT INSTALLATION clear. P , YPe 9 , P Y 9 code, to close concealed draft openings between floors and between top story and roof/attic space; other I #304 S litless nin shank of authorities having jurisdiction. material acce table to code authorities ma be used in lieu of solid wood blockin P 9 A. Install insulation and va or retarder in accordance with manufacturers instructions. 1 R R I. Nota licable with sheet vin 1 a licatian. p Y 9• P PART 3 EXECUTION y PP 2.02 MATERIALS - ALUMINUM PART 3 EXECUTION �- G. In walls, provide blocking attached to studs as backing and support for wall-mounted items, unless item cm be B. Install in exterior uxrll rooF and aili s without a or voids. Do not earn ess insulation. `� 3.01 EXAMINATION A. Extruded Aluminum: ASTM 8221 ASTM B221M , 6063 alla T6 tem r. 3,01 EXAMINATION r , n9 P 9 Ps Pr ( ) Y, Pe securely fastened to two or more studs or other method of support is explicitly indicated. A. Examine floor to receive polished concrete floor system. 8. Sheet Aluminum: ASTM 8209 (ASTM 5209M), 5052 alloy, H32 or H22 temper. D. Where ceiling-mounting is indicated, provide blocking and supplementary supports above ceiling, unless other A. Verify that substrates are ready to receive work. C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids. B. Do not begin until unacceptable conditions have been corrected. co B. Notify owner of conditions that would adversely affect installation or subsequent use. G. Bolts, Nuts, and Washers: Stainless steel. method of support is explicitly indicated. l D. Fit insulation tightly in cavities and tightly to exterior side of mechanical and electrical services within the plane of the insulation. C. Do not be in installation until unacce table conditions are corrected. D. Welding Materials: AWS DI.2/D1.2M; type required for materials being welded. E. Provide the followin s cific non-structural framin and blockin C. If substrate preparation is the responsibility of another instal er, notify Architect of unsatisfactory preparation g p 9 Pe 9 9 E. Install with factory applied vapor retarder membrane facing wam side of wall assembly. Lap ends and side flanges of membrane over Q w 3.02 GENERAL 2.03 FABRICATION I. Handrails. before proceeding. 8 F- A. Fit and Sino assemble items in lar est ractical sections for deliver to site. 3.02 PREPARATION framing members. < A. Install concrete floor system in accordance with installers instructions at locations indicated on drawings. P 9 P , Y 2. Grab bars. F. Ta seal butt ends la flan send teas or cuts in membrane. t B. A re ate ex osure: Small to medium a re ate ex osure @ salt end r look. 8. Fabricate items with joints tightly fitted and secured. 3. Toilet room accessories. A. Allow the wood to acclimate until moisture content is in equilibrium. pe , ppS ge , w 99 9 P 99 9 P PePPe 3.03 INSTALLATION F' 13.03 SURFACE PREPARATION C. Grind exposed joints flush end smooth with adjacent finish surface. Make exposed joints butt tight, flush, and 3.04 ROOF-RELATED CARPENTRY G. At metal framing, place vapor retarder on warm side of insulation; lap and seal sheet retarder joints over member face. Q A. Install Sidin in accordance with manufacturers instructions. p A. Protection: protect surrounding areas From the following: hairline. Ease exposed edges to small uniform radius. A. Coordinate installation of roofing carpentry with deck construction, framing of roof openings, and roofing 9 H. Place Sheet Vapor Retarder on warm side of insulation; lap and seal sheet retarder joints over member face, F- F- I. Minimal accumulation of dust from grinding 4 polishing D. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively located; consistent with design assembly installation. B. Fasten siding in place, level and plumb. N t!) H 2. Contract with overspray from concrete densifier of component, except where specifically noted otherwise. B. Provide wood curb at all roof openings except where prefabricated curbs are specified and where specifically I. Arrange for orderly nailing pattern. Blinn! nail. I. Tape seal tears or cuts in vapor retarder. 0 Q Q 3. Contact with overspray from concrete sealer E. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same indicated otherwise. Form corners by alternating lapping side members. 2. Sand cut edges smooth and clean. J, Extend vapor retarder membrane tightly to full perimeter of adjacent window and door frames and other items interrupting the plane of m material and finish as fabrication exce t where s ificall noted otherwise. 3.05 INSTALLATION OF CONSTRUCTION PANELS 3. Stain and seal cut ends and edges. the membrane. Tape seal in place. B.Surface Preparation: Prepare surfaces in accordance with installers instructions. P Y G. Install board Sidin um sin le course method. X C. Glean Surfaces: Remove dirt, punt, Debris, Oil Grease, Curing agents, Paint, Coatings, Bond breakers, and 2.04 FABRICATED ITEMS A. Wall Sheathing: Secure with long dimension perpendicular to wall studs, with ends over firm bearing and 9 9 9 3.04MISCELLANEOUS VOIDS N X A. Led e An les Shelf An les Channels and Plates Not Attached to Structural Framin For su rt of metal I. Nail at 24 inches on center. A. Install insulation in miscellaneous voids and cavity spaces where rec�ired to prevent gaps in insulation. a other surface contaminants which could adversely affect installation of polished concrete floor system. 9 9 , 9 , r 9' PPo staggered, using nails, screws, or staples. X 3.04 INSTALLATION decking; prime paint finish. B. Communications and Electrical Room Mounting Boards: Secure with screws to studs with edges over firm 2. Miter external and internal comers 1� 8. Lintels: As detailed; prime paint finish. bearing; space fasteners at maximum 24 inches on center on all edges and into studs in field of board. D. Touch-up surfaces that are disfigured. Unsightly touch-up will require removal and replacement of affected B. Glass-Fiber Insulation: Compact to approximately 40 percent of normal maximum volume equaling a density of approximately 2.5 lb/cu. ft.. 0 A. Sales Floor: Sidin I. Installation Of Joint Filler: 2.05 FINISHES - STEEL I. At fire-rated walls, install board over wall board indicated as part of the fire-rated assembly, g. C. Spray Polyurethane Insulation: Apply according to manufacturer's written instructions. A. Prime aint steel items. 3.04 TOLERANCES Y a. Clean joint of dirt, debris, coatings, etc. P 2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board parallel to studs. 3.05PROTECTION b. Install oint filler er manufacturer's instructions. I. Exceptions: Galvanize items to be embedded in concrete and items to be embedded in masonry. 3. Install adjacent boards without gaps. A. Maximum Variation From Plumb and Level: 1/4 inch per 10 feet. I p 8. Maximum Offset From Joint Ali nment: 1116 inch. Do not permit installed insulation to be damaged prior to its concealment. U c. Shave joint filler flush with floor surface using razor scraper. 2. Exceptions: Do not prime surfaces in direct contact with concrete, where field welding is required, and 3.06 SITE APPLIED WOOD TREATMENT 9 items to be covered with sprayed fireproofing. A. A 1 eservative treatment coin atible with facto a lied treatment at site-sawn cuts coin I in with 2. . Remavion Steps: PPY ' P ry PP PY 9 SECTION 0(o B316 - FIBERGLASS REI\FORCED PA\ELI \IG 0 11 a. Remove any curing agents/ paint! coatings by grinding with 40 grit metal bonded diamonds. H. Prepare surfaces to be primed in aaordance with SSPC-SP2. manufacturers instructions. p w G. Prime Painting: Che coat. B. Allow reservative to dr rior to erectin members. b. Remove scratches left by 40 grid metal bonded diamonds by grinding with 80 grit metal bonded diamonds. p Y p • 9 PART 1 GENERAL m U c. Prepare floor for honing by grinding with 50 grid semi-metal bonded diamonds. D. Galvanizing of Nan-structural Items: Galvanize after fabrication to ASTM AI23/AI23M requirements. 3.07 TOLERANCES 1.01SECTION INCLUDES W 2.06 FINISHES - ALUMINUM A. Variation from Plane Other than Floors 1/4 inch in 10 feet maximum and 1/4 inch in 30 feet maximum. A. Fiber lass reinforced lastic anels. V 3. Honing Steps: ( ) , 9 P P Z a. Start honing the Floor with 100 grid resin bonded diamonds. A. Class I Natural Anodized Finish: AAMA 611 AA-M12C22A41 Clear anodic coating not less than 0.7 mils thick. 3.08 CLEANING B. Trim. b. Continue honing the floor with 200 grit resin bonded diamonds. Unless otherwise noted on drawings. A. Waste Disposal: Comply with the requirements of Section 01 7419 - Construction Waste Management and 1.02 REFERENCE STANDARDS CL Q 4. Densifying: B. Apply one coat of bituminous paint to concealed aluminum surfaces in contact with cementations or dissimilar Disposal. A. ASTM D5319 - Standard Specification for Glass-Fiber Reinforced Polyester Wall and Ceiling Panels; 2017. (n 0 a. Apply one coat of concrete densifier at a rate of approximately 400-500 SF per gallon making sure to materials. I. Comply with applicable regulations. B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017. 2.07 FABRICATION TOLERANCES 2. Do not burn sera an ro ect site. 1.03 SUBMITTALS keep wet for 30 minutes. P P J 5. Polishin This ste a lies to Chain stores onl and shall be omitted from the sco for Outlet stores A. Squareness: 1/8 inch maximum difference in diagonal measurements. 3. Do not burn scraps that have been pressure treated. A. Product Data: Provide data on specified products, describing physical and performance characteristics; including 0 X 9 ( P PP y' ) B. Maximum Offset Between Faces: 1/16 inch. , a. Start polishing with 400 grit resin boned diamonds. 4. Do not send materials treated with pentachlorophenol, CCA, or AGA to co-generation facilities sizes, patterns and colors available; and installation instructions. CC Z C. Maximum Misalignment of Adjacent Members: 1/16 inch. or ©waste-to-ener facilities. B. Sam les: Submit two sam les 6 b 6 inch in size illustratin material and surface desi of ls. b. Continue polishing with 800 grid resin banded diamonds 9Y" p P Y 9 9n P O D. Maximum Bow: I/8 inch in 48 inches. B. Do not leave an wood shavin s sawdust etc. en the round or buried in fill. 1.04 DELIVERY STORAGE AND HANDLING 6. Stain Inhibiting Sealant: Y r 9 , , 9 , , E. Maximum Deviation From Plane: 1/16 inch in 48 inches. C. Prevent sawdust and wood shavin s from enterin the storm drain e s stem. A. Store a. Apply finish coat of Convergent Pentra Finish (HG) finish guard ata rate of 1500-3000 SF per gallon. 9 9 a9 Y panels flat, indoors, on a clean, dry surface. Remove packaging and allow panels to acclimate to room PART 3 EXECUTION tem nature for 4$ hours rior to installation. b. High speed burnish with 3000 grit diamond impregnated poly pad to set the finish guard. Pe P B. Back of House: 3.01 EXAMINATION SECTION 06 2000 - F I N I S1-! CARPENTRY PART 2 PRODUCTS a` I. Prepare concrete slab by performing a minimum of one step prep grind to remove existing coatings, glue A. Verify that field conditions are acceptable and are ready to receive work. 2.01 PANEL SYSTEMS <L 3.02 PREPARATION PART 1 GENERAL A. Wall Panels: drywall mud, etc. A. Clean and strip primed steel items to bare metal and aluminum where site welding is required. 1.01 SECTION INCLUDES 2. Scrub floor with auto scrubber to clean slab prior to sealer application. A. Finish car entr items. I. Panel Size: 4 by 8 feet. 3. A I sealer r Manufacturer's instructions. 3.03 INSTALLATION p y = W Z Q pp Y pe 8. Wood door frames lazed frames. 2. Panel Thickness: 0.09 inch. M 4. Transitions between sales floor and back of house Floorin shall be clean defined under the door. A. Install items plumb and level, accurately fitted, free from distortion or defects. 9 3. Surface Design: Embossed, 0 Q O N 9 Y C. Wood standin and runnim trim. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of 9 9 4. Color: As indicated on drawin s C. Restrooms: 1.02 REFERENCE STANDARDS 9 ' f` ' erection and installation of permanent attachments. 5. Attachment Method: Adhesive onl with trim and sealant in oints, V- I. Not applicable with sheet vinyl application. A. ANSI A135.4 - American National Standard for Basic Hardboard; 2004. y' j Z 6 Z 2. Prepare floor slabs by performing a minimum of ane step prep grind to remove existing coatings, glue, G. Perform field welding in accordance with AWS DI.I/01.111. 2.02 MATERIALS p� - U B. ANSI A208.1 - American National Standard for Particleboard; 2009. D. Obtain approval prior to site cutting or making adjustments not scheduled. A. Panels: Fiber lass reinforced lastic FRP coin l in with ASTM 05319. Z _ 2 drywall mud, etc. C. ANSI A206.2 - American National Standard for Medium Densit Fiberboard for Interior Use; 2002. 9 P ( )� P Y 9 3.04 TOLERANCES y I. Surface Burnin Characteristics: Maximum flames ead index of 25 and smoke develo d index of 450• Q W 3. Apply coating per manufacturers instructions. D. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017. 9 - - Z Q A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative. when s stem tested in accordance with ASTM E84. I--- C� 4. Transitions between restrooms and back of house shall be clearly defined under door. E. AWI QCP Qualit Certification Pr ram; current edition at www.awi or . y B. Maximum Offset From True Alignment: 1!4 inch. ( ) - y °g gyp' 9 B. Trim: Vin i color coordinatin with anel. 3.05 PROTECTION OF CONCRETE FLOOR SURFACE: F. AWI/AWMAC/WI AWS Architectural Woodwork Standards; 2014. Y ' 9 P Q 1 a C. Maximum Out-of-Position: 1/4 inch. ( ) - C. Adhesive: T e recommended b ane) manufacturer. A. All trades shall be aware of the need to protect the concrete floor slab throughout the entire construction YP Y P (� Z G. AWMAC/WI (NAAWS) - North American Architectural Woodwork Standards, U.S. Version 3.0; 2016. U rocess - from slab our to o ect coin letion. D. Sealant: Type recommended by panel manufacturer; white. V > < O P P P SECTION 0� 1000 - ROUG�I CARPENTRY H. AWPA Ul - Use Category System: User Specification for Treated Wood; 2012. PART 3 EXECUTION Z B. All equipment shall be diapered to prevent floor surface abrasion and to prevent oils, hydraulic fluids, grease, I. HPVA HP-I - American National Standard for Hardwood and Decorative Plywood; 2009, V _ I- w etc., from contacting the floor surface. PART 1 GENERAL 3.01 EXAMINATION J. PS 1 - Structural Plywood; 2009. W W � � � J C. Acids and acidic deter is shall not contact the floor surface. 1.01 SECTION INCLUDES A. Verify existing conditions and substrate flatness before starting work. 3 � 1.03 ADMINISTRATIVE REQUIREMENTS Q � Q D. Protect the floor surface from cutting oils, primers, solvents, dyes, impact, abrasion, chips, gouges, etc. A. Sheathing. B. Verify that substrate conditions are ready to receive the work of this section. d° m LL's Q U A. Coordinate the work with plumbing rough-in, electrical rough-in, and installation of associated and adjacent 3.02 INSTALLATION - WALLS Q CD �.. (n E. Pipe cutting machinery shall not be permitted on the concrete floor surface. B. Roof-mounted curbs. coin ts. F. Steel shall not be placed on the concrete floor to avoid rust stains. C. Roofing mailers. p A. Install panels in accordance with manufacturer's instructions. ■ ry B. Sequence installation to ensure utility connections are achieved in an orderly and expeditious manner. , -' 2 G. All painters shall protect the concrete floor with drop cloths. All paint on the concrete floor shall be D. Preservative treated wood materials. 1.04 SUBMITTALS B. Cut and drill panels with carbide tipped saw blades, drill bits, or snips. Q immediately removed. E. Fire retardant treated wood materials. A. Sho Drawin s: Indicate materials coin anent rofiles fastenin methods ointin details and accessories. C. Apply adhesive to the back side of the panel using trowel as recommended by adhesive manufacturer. ,f'`f.' S'_ S;y r= o H. All trades shall be informed that the concrete floor shall be protected at all times. F. Miscellaneous framing and sheathing, P 9 ' P P ' 9 ' 9 ' D. Apply panels to wall with seams plumb and pattern aligned with adjoining panels. ,,ice K >: " A I. Provide the information required by AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS). I. Slab protection materials (ramboard) will be provided and installed by polishing contractor. G. Communications and electrical room mounting boards. 2. Include certification program label. E. Install panels with manufacturer's recommended gap for panel field and comer joimts. f f �. " _° H. Concealed wood blocking, nailers, and supports. F. Place trim on panel before fastening edges, as required. -' s 1,06 QUALITY ASSURANCE ,-t'`�I . � SECTION 03 5400 - SELF-LEVELING UNDERLAYMENT I. Miscellaneous wood mailers, furring, and grounds. A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum G• Fill channels in trim with sealant before attaching to panel. � I gid ,.! PART 1 GENERAL 1.02 REFERENCE STANDARDS H. Install trim with adhesive and screws or nails, as required. ., ,� L,ci n;r r nff 9 o five years of experience. 1.01 SECTION INCLUDES A. AWG (WFGM) - Wood Frame Construction Manual for Cie- and Two-Family Dwellings; 2015. I. Seal gaps at floor, ceiling, and between panels with applicable sealant to prevent moisture intrusion. I. Accredited participant in the specified certification program prior to the commencement of fabrication and CL£�EL.�tiU, OII , 5. ASTM AI53/AI53M - Standard S cification for Zinc Coatis Hot-Di on Iron and Steel Hardware; 2016a. Remove excess sealant after paneling is installed and prior to curing. , A. Liquid-applied self-leveling floor underlayment. 9 ( P) throughout the duration of the project. 3 C. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated Galvanized or Zinc-Iron ZS .fit I. Use cementitious type at locations requiring leveling. ( ) 8. Quality Certification: Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2017. I. Com l with ANI QCP woodwork association ualit certification service/ ro ram in accordance with .� ' 1.02 REFERENCE STANDARDS P Y ( ) q Y P 9 ,' , = A. ASTM C348 - Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars; 2014. D. ASTM CI177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2013. -requirements for work specified in this section: www.awigpp.org/#sle. LL 1.03 SUBMITTALS E. ASTM E64 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017. 1.06 DELIVERY, STORAGE, AND HANDLING A. Product Data: Provide manufacturer's data sheets documenting physical characteristics and product limitations of F. AWPA UI - Use Category System: User Specification for Treated Wood; 2012. A. Protect work from moisture damage. underlayment materials. Include information on surface preparation and environmental limitations. G. P5 2 - Performance Standard for Wood-Based Structural-Use Panels; 2010. PART 2 PRODUCTS 1.04 QUALITY ASSURANCE H. PS 20 - American Softwood Lumber Standard; 2010. 2.01 FINISH CARPENTRY ITEMS 11972 A. Applicator Qualifications: Company specializing in performing the work of this section, and approved by 1.03 SUBMITTALS A. Quality Standard: Custom Grade, in accordance with AWI/AWMAC/WI (ANS) or AWMAC/WI (NAAWS), unless m manufacturer. A. Manufacturers Certificate: Certify that wood products supplied for rough carpentry meet or exceed specified noted otherwise. SF T W requirements. B. Surface Burnin Characteristics: Provide materials havin fire and smoke ro rties as re uired b a licable a�� 1.05 DELIVERY, STORAGE, AND HANDLING g g p pe q y pp %'t A. Store products in manufacturer's unopened packaging until ready for installation. 1.04 DELIVERY, STORAGE, AND HANDLING code. t m 8. Keep dry and protect from direct sun exposure, freezing, and ambient temperature greater than 105 degrees F. A. General: Cover wood products to protect agaimst moisture. Support stacked products to prevent deformation and 2.02 SHEET MATERIALS �O.O� a a 1.06 FIELD CONDITIONS to allow air circulation. A. Softwood Plywood, Not Exposed to View: Any face species, medium density fiberboard core; P5 1 Grade A-B, g 8. Fire Retardant Treated Wood: Prevent exposure to precipitation during shipping, storage, or installation. Plot Date: 1/24/2019 SECTION 07 2500 - NEAT-ER BARRIERS B. Installer Qualifications: Company specializing in performing the work of this section and with at least three years of documented experience. I) Maximum Air Leakage: 3.0 cfm/sq ft of door opening at 0.10 inch w.g. pressure, when tested in accordance with UL 1784 at 2. Material: Steel, hot-dipped zinc or zinc-aluminum-alloy coated, for use in wet locations and exterior. I. Provide standard type cylinders, Grade I, with six-pin core in compliance with BHMA A156.5 at locations indicated. C. Installation Plan: Include schedule of sealed joints, including the following, both ambient and elevated temperatures. 3. Size: As indicated on the drawings or as necessary to allow access to concealed items. 2. Provide c tinders from same manufacturer as lockin device unless otherwise indicated. PART 1 GENERAL Y 9 I. .hint sealant manufacturer and product name. 2) Gasketing: Provide gasketing or edge sealing as necessary to achieve leakage limit. 4. Door/Panel: Hinged, standard duty, with tool-operated spring or cam lock and no handle. 1,01 SECTION INCLUDES 2. Joint selant color. " " E. Fire-Rated Ceilin -Mounted Units: 3. Provide cams and/or tailpieces as required for locking devices. A. Weather Barriers: Materials to control passage of air and water through exterior walls, joints between exterior walls and roof, and joints 3) Lackn Incl1-e the h, omi anfire-rating label of door. 9 y around frames of openings in exterior walls. Weather Barrier is vapor permeable. 3. Method to be used to protect adjacent surfaces from sealant droppings and smears, with acknowledgement that some surfaces canrnot 3• Door• Thickness: I-3/4 inch, nominal, I. Ceiling Fire-Rating; As indicated an drawings. 2A6DOOR PULLS AND PUSH PLATES be cleaned to like-new condition and therefore prevention is imperative. 4. Door Finish: Factory primed and field finished. 2. Size: As indicated on the drawings or as necessary to allow access to concealed items. A. Door Pulls and Push Plates: Complying with BHMA A156,6. 1.02 DEFINITIONS 1,05 WARRANTY 2.0414OLLOW METAL FRAMES 3. Door/Panel: Hinged, standard duty, with tool-operated spring or cam lock and no handle. I. Pull Type: Straight, unless otherwise indicated. A. Weather Barrier: Assemblies that form water-resistive barriers and air barriers. A. Correct defective work within a five year period after Date of Substantial Completion. A. Comply with standards and/or custom guidelines as indicated for corresponding door in accordance with applicable door frame requirements. PART 3 EXECUTION I. The Weather Barrier shall not be a vapor retarder. B. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, B. Frame Finish: Factory primed and field finished. 3.01 EXAMINATION 2. Push Plate Type: Flat, with square corners, unless otherwise indicated. 1.03 REFERENCE STANDARDS o• do not cure. C. Exterior Door Frames: Face welded type, A. Verify that rough openings arc correctly sized and located. a. Edges: Beveled, unless otherwise indicated. O A. ASTM DI970/DI970M - Standand Specification for Self-Adhering Polymer Modified Bituminous Sheet Materials Used a>s Steep RaxtFing PART 2 PRODUCTS I. Galvanizing: Components hot-dipped zinc-Iran alloy-coated (galvannealed) in accordance with ASTM A653/A653M with A40/ZFI20 B. Begin installation only after substrates have been properly prepared, and if the responsibility of aother installer, notify Architect of Underlayment for Ice Dan Protection; 2017. 3. Material: Stainless steel, unless otherwise indicated. 8. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017. 2.01 JOINT SEALANT APPLICATIONS coating, unsatisfactory preparation before proceeding. A. Scope: 2. Frame Metal Thickness: 16 gage, 0.053 inch, minimum. 3.02PREPARATION 2.07CLOSERS C. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2016. I. Interior Joints: Do not seal interior joints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not D. Interior Door Frames, Non-Fire Rated: Face welded type. A. Clean surfaces thoroughly prior to proceeding with this work. A, Closers: Complying with BHMA A156.4, Grade I. D. ASTM E2178 - Standard Test Method for Air Permeance of Building Materials; 2013. limited to, the following items. I. Frame Metal Thickness: I6 0.053 inch minimum. B. Prepare surfaces using methods recommended by manufacturer for applicable substrates in accordance with project conditions• E. ICC-ES AC38 - Acceptance Criteria for Water-Resistive Barriers; 2016. gam, I. Type: Surface mounted to door. a. Joints between door, window, and other frames and adjacent construction. E. Door Frames, Fire-Rated: Face welded type, unless noted otherwise. 3,03IN5TALLATION 1.04 SUBMITTALS 2. At outswinging exterior doors, mount closer on interior side of door• A. See Section 01 3000 - Administrative Requirements, for submittal procedures, b. Other joints indicated below. I. Fire Rating: Same as door, labeled. A. Install units in accordance with manufacturers instructions. 2. Do not seal the following types of joints. 2. Frame Metal Thickness: 16 gage, 0.053 inch, minimum. B, Install frames plumb aid level in openings, and secure units rigidly in place. 2.08KICK PLATES ABERCROMBIE & FITCH CO. B. Product Data: Provide data an material characteristics, performance criteria, and limitations, a. Joints indicated to be treated with manufactured expansion joint cover or sone other type of scaling device. F. Frames for Wood Doors: Com I with frame re irements in accordance with corres i door. Position units to ovide convenient access to concealed i est when neves 6301 FITCH PATH 1,05 FIELD CONDITIONS P Y qu P�n9 _ Pr �'Pm �`• A. Protection Plates: Complying with BHMA A156.6. b. Joints where sealant is specified to be provided by manufacturer of product to be sealed. G. Provide mortar guard boxes for hardware cut-outs in frames to be installed in masonry or to be grouted. NEW ALBANY, OHIO 43054 B. Metal Pro A, Maintain temperature and humidity recommended by the materials manufacturers before, during and after installation. c. Joints where installation of sealant is s cified in another section. pert'cs: Galvanized Steel. Pe N. Frames in Masonry Walls: Siu to suit masonry coursing with head member 4 inch high to fill opening without cutting masonry units. 614-283-6500 PART 2 PRODUCTS d. Joints between suspended panel ceilings/grid aid walls. I. Frames Wider than 46 inches: Reinforce with steel channel fitted tightly into frame head, flush with top. SECTION O8 7100 - DOOR I••IARDWARF I. Metal, Heavy Duty: Thickness 0,062 inch, minimum. 2.01 WEATHER BARRIER ASSEMBLIES 5. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated. A. Weather Barrier: Provide on exterior walls under exterior cladding and where indicated in other sections, and as indicated on drawings. 2.05FINISHES PART 1 GENERAL C. Edges: Beveled, an four sides unless otherwise indicated. I. Wall and Ceiling Joints in Non-Wet Areas: Acrylic emulsion latex sealant. A. Primer: Rust-inhibiting, complying with ANSI/SDI A250.10, door manufacturer's standard. 1.01 SECTION INCLUDES D, Fasteners: Full adhered with s adhesive. I. Under cladding at framed walls with sheathing, use weather barier sheet. Y Pray 2.02JOINT SEALANTS - GENERAL B. Bituminous Coating: Asphalt emulsion or other high-build, water-resistant, resilient coating. 2. Under cladding at masonry, use weather barrier coating. A. Hardware for wood and hollow metal doors. 2A9FLOOR STOPS A. Sealants and Primers: Provide products having lower volatile organic compound (VOC) content than indicated in SCAQMD 1168. 2.06ACCESSORIES 3. On outside surface of inside wythee of exterior masonry cavity walls use wecttheer barrier coating. B, Colors: As selected by owner from manufacturer's full rage. A, Louvers: Roll formed steel with overlapping frame; finish same as door canponents; factory-installed. B, Hardware for fire-rated doors, A. Floor Stops: Complying with BHMA A156.16, Grade I and Resilient Material Retention Test as described in this standard. 2.02WEATHER BARRIER MATERIALS 2.03NONSAG JOINT SEALANTS A. Weather Beerier Sheet, Mecheanically Fastened: I. In Fire-Rated Doors: UL (DIR) or ITS (DIR) listed fusible link lower, same rating as door. C. Thresholds. 2.10 WALL STOPS I. Air Permeance: 0.004 cubic Feet minute a foot maximum when tested in accordance with ASTM E2178. A. Mildew-Resistant S mens Sealant: ASTM G920, Grade N5, Uses M end A; single component, mildew resistant; not expected to withstand 2. Style: Standard straight slat blade. D. Weatherstri in and ket A• Wall Sto Com l i with BHMA A156,16 Grade I crud Resilient Material Retention Test as described in this standard. Pu PU , , PP 9 9 n9 Ps' P Y n9 , continuous water immersion or traffic. 3. Lower Free Area: 50 percent. 2. Water Vapor Permeants: 10 perms, minimum, when tested in accorda ce with ASTM E96/E96M Procedure A (desiccant procedure). , 1.02 REFERENCE STANDARDS 2.11 THRESHOLDS o I. Color: To be selected by Architect from menufacturer s stadard range. 4. Fasteners: Concealed fasteners. 3. Ultraviolet (UV) and Weathering Resistance: Approved in writing by manufacturer for up to 180 days of weather exposure, 0 0 2. Movement Capability: Plus and minus 25 percent, minimum, B. Glazing: As specified in Section 08 8000, factory installed. A. ADA Standards - Americans with Disabilities Act (ADA) Stadards for Accessible Design; 2010. A• Thresholds: Complying with BHMA A156.21. 0 4. Surface Burning Characteristics: Flame spread index of 25 or less, and smoke developed index of 50 or less, when tested in 3, Manufacturers: C. Removable Stops: Formed sheet steel, mitered corners; prepared for countersink style tamper proof screws. B. BI IMA GPD Certified Products Director , 2017. I. Provide threshold at each exterior door, unless otherwise indicated. ce accordance with ASTM E84. ( ) - Y' a, Tremco Incorporated; Tremsil 200: www,tremcosealmts,com/#sle. D. Astr als for Double Doors: Refer to drawin W -5 5. Water Resistance: Comply with applicable water-resistive requirements of ICC-ES AC38. a9 �' C. BHMA A156,1 - American National Standard for Butts awl Hines; 2013. 2. T Flat surface. co ce B. Weather Beerier Coatis : Cold-fluid-a lied v ar cable elastomeric membrane. B. Polyurethane Sealant: ASTM 0920, Grade N5, Uses M and A; single or multi-component; not expected to withstand continuous water I. Exterior Doors: 14GA Galvanized Steel, Flat, g Y�' I ce g pp p immersion or traffic. 2. Fire-Rated Doors: Steel, shape as required for fire rating. D. BHMA A156,3 - American National Standard for Exit Devices; 2014. 3. Material: Aluminum. - 0 I. Dry Film Thickness (OFT): 10 mil, 0.010 inch, minimum. I. Movennent abilit : Plus and minus 25 cent minimum. 0 c 2. Air Pe meace: 0.004 cubic feet minute pare foot maxknum when tested in accordance with ASTM E2178. �P Y Pe E. Grout for Frames: Portland cerrnent grout with maximum 4 keeh slump for hand troweling; thinner punpable grout is prohibited. E. BHMA A156.4 - American National Standard for Daar Controls - Closers; 2013. 4. Threshold Su face: Fluted heorizantal grooves across full width. _ cc e 0 � � � � � 2. Color: To be selected by Architect frau manufaxtur•ers stadard range, F. Silencers: Resilient rubber or vinyl, fitted into drilled hole; provide three an strike side a>f single door, three an center mu}lion of pours, �� o 3. Water Vapor Permeance: 10 perms, minimus, when tested in accordace with ASTM E96/E96M, Procedure A (desiccant method). 3. Manufacturers: F. BHMA A156.5 - American National Standard for Cylinders and Input Devices For Locks; 2014. 5. Field cut threshold to profile of frame and width of door sill for tight fit. U a, © o and two an head of pairs without center mullions. -N 4. Ultraviolet (UV) and Weathering Resistance: Approved in writing by manufacturer For up to six months of weather exposure after a, Tremco Commercial Sealants i Waterproofing; onic 100: www.tremcosealants.can/#sle. G- BHMA A156.6 - American National Standard for Architectural Door Trim; 2010. 6. Provide non-corroding fasteners d exterior locations- E r? G. Temporary Frame Spreaders: Provide for factory- ar shop-assembled frames, w m c-) application. C. Acrylic Emulsion Latex: Water-based; ASTM C834, single component, non-staining, non-bleeding, non-sagging; not intended for exterior use. PART 3 EXECUTION N. BHMA A156,7 - American National Standard for Tem late Him Dimensions; 2014. 2.12 WEATHERSTRIPPING AND GASKETING a� ce 2,03ACCESSORIES I. Color: To be selected b Architect from manufacturer's stadard ran e, A. Verif existin conditions before stanti work. I. BHMA A156,16 - American National Standard for AuxiP Hardware; 2013. A. Weatherstri i and g p y' g i " °' C° A, Sealants, Tapes, ad Accessories for Sealing Weather Barier and Sealing Weather Barier to Adjacent Substrates: As specified or as 2. Manufacturers: Y 9 3.O1IXAMINy ext g ng cry pp ng Gasketin : Com 1 in with BHMA AI56.22. ,,,,,,,,,,, N U N recommended by weather beerier manufacturer. a. Tremco Commercial Sealants 4 Water oofi Tremflex 834: www.tremcosealmts.can/#sle, J. BHMA A156,21 - American National Standard for Thresholds; 2014. I. Head aid Jamb Type: Adjustable. Pr ng' B. Verify that opening sizes and tolerances are acceptable. B. Flexible Flashing: Self-adheesive sheet flashing complying with ASTM DI970/D1970M, except slip resistants requirement is waived if not 2.04ACCESSORIES C. Verif that finished walls are in lane to ensure o door alt ent, K. BHMA A156,22 - American National Standard for Door Gasketin and Ed Seal S stems Builders Hardware Manufacturers Association; 2012, 2. Door• Swee T Encased in retainer. CC installed on a roof. Y P Pr Pe' 9� 9 9e Y , P YPei � A. Backer Rod: Cylindrical cellula foam rod with surface that sealant will not adhere to, compatible with specific sealant used, aid 3.02PREPARATION L. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors and Steel Francs; 2014. 3. Material: Aluminum, with brush weatherstripping. T se C, Fasteners: Type as recommended by the manufacturer for substrate aid caistructian, recommended by backing and sealant manufacturers for specific application. A. Coat inside of frames to be installed in masonry ar to be grouted, with bituminous coating, prior to installation. D. Tape: Product manufactured by the membrane manufacturer, 5. Baking Tape: Self-adhesive polyethylene tape with surface that sealant will not adhere to ad recommended by tape and sealant 3.03INSTALLATION M, DHI (1•4S) - Sequence end Format fa• the Nardwa-e Schedule; 1996. 2.13 VIEWER a. te E. Thinners and Clemens: As recommended by material manufacturer. manufacturers fa• specific application. A, Install doors and frames in accordance with manufacturer's instructions ad related regOrements of specified dor and frame standards or N. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2009. A. Viewer: Provided inside of door art eye level to see who is on outside of door. 0 W C. Masking Tape: Self-adhesive, nonabsorbent, non-staining, removable without adhesive residue, and compatible with surfaces adjacent to custom guidelines indicated. 0. ITS (DIR) - Directory of Listed Products; current edition. I. Material: Brass. j•• „ " PART 3 EXECUTION joints end sealants. B. Install fire ratted units in accordance with NFPA 80. 3.01 EXAMINATION P. NFPA 80 - Standard for Fire Doors and Other ni Protectives; 2016, 2.14 FINISHES - D. Joint Cleaner: Non-corrosive and non-staining type, type recommended by sealant manufacturer; compatible with joint forming materials. C. Coordinate frame anchor placement with wall construction. A• Verify that surfaces and conditions ere ready to accept the work of this section. E. Primers: T recommended b sealant manufacturer to suit a lication; non-stainin . Q. NFPA 101 - Life Safety Code; 2015. A. Finishes: Provide door hardware of same finish, unless otherwise indicated. Refer to drawings. 3,02PREPARATION Ypc Y PP g D. Grout frames in masonry construction, using hand trowel methods; brace frames so that pressure of grout before setting will not deform PART 3 EXECUTION frames. R. NFPA 105 - Standard for Smoke Door Assemblies and Other Opening Protectives; 2016. PART 3 EXECUTION = A. Remove projections, protruding fasteners, and loose or foreign matter that might interfere with proper installation. 3,01 EXAMINATION 5. Cleat and prime substrate surfaces to receive adhesives in accordance with manufacturer's instructions. A. Verify that joints are ready to receive work. E. 8omply with recommended practice for hardware placement of doors and frames in accordance with AN51/SDI A250.6 or NAAMM HMMA S. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; 2012. 3,01 EXAMINATION U . 3,03INSTALLATION B. Verif that backi materials are corn ible with sealants. T. UL (DIR) - Online Certifications Directory; current listings at databose.ul.com. A. Verify that doors aid frames are ready to receive this work; labeled, fire-rated doors and franes are properly installed, and dimensions Y n9 Pct F. Coordinate installation of electrical comedians to electrical hardware items. A. Install materials kn accordance with manufacturer's instructions. C. Verify that baker rods are of the correct size. 3.04TOLERANCES U. UL IOC - Standard for Positive Pressure Fire Tests of Door Assemblies; Current Edition, Including All Revisions, are as indicated on shop drawings and drawings. B. Weather Bariers: Install continuous water-resistive barrier and air barier over surfaces indicated, with sealed sears and with sealed 3.02PREPARATION A. Clearances Between Door and Frame: Com l with related re uirements of s ified frame standards or custom uidelines indicated in 3,02INSTALLATION joints to adjacent surfaces. pY q � g V. UL 1184 - Standard for Air Leakage Tests of Door Assemblies; Current Edition, Including All Revisions. A. Remove loose materials and foreign matter that could impair adhesion of sealant. accordance with 501 117 or NAAMM HMMA 861. A. Install ha'dura-e in accordance with manufacturer`s instructions and a liable codes. C. Apply sealants and adhesives within recommended application temperature ranges. Consult manufacturer if temperature is out of this range. B. Clean oints and ime as neces in accordace with manufacturer's instructions. 1.03 SUBMITTALS pp J , Pr' �Y, B. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, canteen to corner. D. Mechanically Fastened Sheets - On Exterior: C. Perform preparation in accordance with manufacturer's instructions and ASTM CI193. 3.05ADJUSTING A. Product Data: Manufacturer's catalog literature for each type of hardware, marked to clearly show products to be furnished for this B, Install hwrdwcre.on fire-rated doors and frames in accordance with applicable codes and NFPA 80, I. Install sheets shingle-fashion to shed water, with seams generally horizontal. D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and A. Adjust for smooth and balanced door movement, project, and includes construction details, material descriptions, finishes, and dimensions aid profiles of individual components- C. Install hardware for smoke and draft control doors in accordance with NFPA 105. H 2. Overlap scans as recommended by manufacturer but at least 6 inches. smears m not be cam doted removable. �ia w 0 aY P Y B. Shop Drawings - Door Hardware Schedule: Submit detailed listing that includes each itern of hardware to be installed on each door. Use D. Use templates provided by hardware item manufacturer. 1- 3. Overlap at outside and inside corners as recanmended by manufacturer but at least 12 inches, 3.031NSTALLATION � � U SECTI01� OS 1416 - FLUSI� In00D DOORS door numbering scheme as included in Contract Documents, E. Door Hardware Mounti Hai hts: Distance from finished floor to aereter line of heardware item. As indicated in follow}n list unless H un 4. Attach to framed construction with Fasteners extending through sheathing into framing. Space fasteners at 12 to 18 inches on center n9 9 9 r u Z - A. Perform work in accordance with sealant manufacturer s requirements for preparation of surfaces end material installation instructions. � 0. w z along each framing member supporting sheathing, unless otherwise indicated in manufacturer's installation instrudices. B. Perform installation in accordance with ASTM 01193. PART I GENERAL I. Prepared by or under supervision of Architectural Hardware Consultant (AHC). noted otherwise on drawings, w w O p 5. Seal leans la penetrations tears and cuts with self-adhesive to 1.01 SECTION INCLUDES I. Mountie hci has in cam Bance with ADA Standards: w E v w ee Ps, , , pe• C. Measure joint dimensions ail sic joint backers to achieve width-to-de th ratio neck dimension aid surface bond area as recxmmended by 2. Conform to DNI (Ht5) using door numbers and hardware set numbers os indicated in construction docuneants. 9 9 P 6. Where stud frau' rests an concrete or mason extend lower ed a of sheet at least 4 inches below bottom of framin and seal to J J P A• Flush wood doors; flush confi uration; non-rated ands ial function. z > < - o ng ry, g g manufacturer, except where specific dimensions arc indicated. g 3. List groups and suffixes in proper segpence. F. Set exterior door thresholds with full-width bead of elastomeric sealant at each point of contact with floor providing a continuous weather p Z 1- z Q E- O wall with sealant. 1,02 RELATED REQUIREMENTS p v ez 0 -1 D. Install bond breaker baking tape where backer rod cmrot be used. seal; anchor thresholds with stainless steel countersunk screws. _i w Q w w 0 7. Install wall flashings under weather barrier. E. Install sealant free of air kets fo'ei embedded matter rid s and s and without ettin sealant on adjacent surfaces. 1.03REFectim 09 T123 - InSrior Painting: Field finishing of doors. 4. Provide complete description for each door listed. 3.03ADJUSTING - fy w w q Q g g j 5. Provide manufacturers and roduct names and catalo numbers; include functions t s st les sips and finishes of each item. 8. Coordinate transitions between dissimilar weatheer barrier materials to shed water and maintain continuity of weather beerier system. F. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range P 9 , YPe , Y an 0 ~ -a !:. Coatings: during th>e entire curing period, unless manufacturer's approval is obtained and instructions are followed. A. AWI (QCP) - Quality Certification Program; current edition at www.awia{pp.org, b. Include account of abbreviations and symbols used in schedule. A. Adjust hardware for smooth operation. a a , , I- Prepare substrate in manner recommended by coating manufacturer; treat joints in substrate and between dissimilar materials as B. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014. B. Adjust asketin For cam fete continuous seal replace if unable to make complete seal. 0 0 0 0 G. Nonsaag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface. C. Keying Schedule: J g g P ' �j recommended by manufacturer. C. AWMAC/WI (NAAWS) - North Amerism Architectural Woodwork Standards, U.S. Version 3.0; 2016. 3.04GLEANING 2. Where exterior masonry veneer is to be installed, install masonry anchors before installing weather beerier over masonry; seal around 1.04 SUBMITTALS I. Submit ane (1) copies of Keying Schedule in compliance with requirements established during Keying Requirements Meeting unless aches air tight. SECTION 08 1113 - --FOLLOW �1ETAL DOORS Ai�D FRA1�ES A. See Section 01 3000 - Administrative Requirements, far submittal procedures. otherwise indicated. A. Clean finished handware in accordance with manufacturer's written instructions after Final adjustments have been made, 3. Use flashing to seal to adjacent construction and to bridge joints. PART 1 GENERAL B. Product Data: Indicate door core materials ad construction; veneer species, type and characteristics, 1.04 QUALITY ASSURANCE B. Clea adjacent surfaces soiled by hardware installation. 4. Coordinate transitions between dissimilar weather barrier materials to shed water and maintain continuity of weather barrier system. 1.01 SECTION INCLUDES C. Shop Drawings: Show doors and frames, elevations, sizes, types, swings, undercuts, beveling, blocking for hardware, factory machining, G. Re tae items that cannot be clewed to manufacturer's level of finish alit at no additional cost. F. Openings and Penetrations in Exterior Weather Barriers: A. Non-fire-rated hollow metal doors and frames. factory finishing, cutouts for glazing and other details. A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum three years of p w Y I. Install flashing over sills, covering entire sill frame member, extending d least 5 inches into weather barrier and at least 6 inches up B• Hollow metal frames for wood doors• I. Provide inforrndian as required by AWI/AWMAC/WI (AWS) o>r AWMAC/WI (NAAWS). documented experience. 3.05PROTECTION jambs; mechanically fasten stretched edges. G. Fire-rated hollow metal doors ad frames. D. Warranty, executed in Owner's nave. 8. Installer Qualifications: Company specializing in performing work of the type specified for commercial door hardware with at least three Do not permit adjacent work to damage hardware or finish, 2. At openings to be filled with Frames having nailing flanges, seal head and jamb flanges using a continuous bead of sealant compressed D. Thermally insulated hollow metal doors with francs, 1.05 QUALITY ASSURANCE years of documented experience. by flange and cover flanges with sealing taped least 4 inches wide; do not seal sill flange- E. Accessories, including glazing and lowers. A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this setion, with not less than three yeas of C. Supplier Qualifications: Company with certified Architectural Hardware Consultant (AHC) and Electrified Hardware Consultant (EHC) to • 3. At openings to be filled with non-finged frames, seal weather barier to each side of opening framing, using Flashing at least 9 inches 1.02 REFERENCE STANDARDS experience. assist in work of this section. wide, covering entire depth of framing. A, ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010. 1. Accredited participant in the specified certification program prior to the commencement of fabrication ad throughout the duration of 1.05 DELIVERY, STORAGE, AND HANDLING 4. At head of openings, install flashing under weather barier extending at least 2 inches beyond face of jambs; seal weather barier to 8. ANSI/SDI A250.4 - Test Procedure and Acceptance Criteria for Physical Endurance for Steel Doors, Frames and Frame Anchors; 2011. the project. flashing. C. ANSI/SDI A250.6 - Recommended Practice for Hardware Reinforcing on Standard Steel Doors and Francs; 2003 (R2009). 8. Installer Qualifications: Company specializing in performing work of the type specified in this section, with not less than three years of A. Package hardware items individually; label and iderntify each package with door opening code to match door hardware schedule. 5. At interior face of openings, seal gap between window/door frame and rough framing, using joint sealant over backer rod. D. ANSI/SDI A250.8 - Specifications for Standard Steel Doors and Frames (SDI-100); 2014. experience. 1.06 WARRANTY b. Service and Other Penetrations: Form flashing around penetrating item and seal to weather beerier surface- E. ANSI/SDI A250.10 - Test Procedure and Acceptaxe Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 2011. C. Quality Certification: A, Warranty against defects in material ad workmanship far period indicated, from Date of Substantial Completion. 3,04FIELD QUALITY CONTROL F. ASTM A653/A653M - Stande-al Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the I. Comply with AWI (QCP) woodwork association quality certification service/praxram in accordance with requirements for work specified in A, See Section 01 4000 - Qualit Re cements for additional re irements. Hot-Di Process; 2017. this section: www.awi or #sle. I. Closers: Ten years, minimum. Y ns qY P wP c 0 0 B, Coordination of ABAA Tests and Inspections: G. ASTM AI008/AIOOSM - Standard Specification for Steel, Sheet, Gold-Rolled, Carbon, Structural, High-Strength l.ow-Alloy, Nigh-Strength 1,06 DELIVERY, STORAGE, AND HANDLING _ 2. Exit Devices: two yeas, minimum. I- Provide testing and inspection required by ABAA QAP. Low-Alloy with Improved Formability, Solution Hardened, and Bake Hordenable; 2016. A. Package, deliver and store doors in acca•dmce with specified quality standard. 3. docksets and Cylinders: Three years, minimum. 2. Notify ABM in writing of schedule far air barier work, and allow adequate time far testing ad inspection. H, ASTM A1011/AI01IM - Standard Specification for Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, B. Accept doors on site in manufacturer's packaging. Inspect fa• damage. 4. Other Hadwoe: Two yeas, minimum. 3. Cooperate with ABAA testing agency. High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength; 2017. C. Protect doors with resilient packaging sealed with heat shrunk plaastic. Do not store in damp or wet cress; or in cress where sunlight 4. Allow access to air barier work areas and staging. I. BHMA A156.115 - American National Standard for Hardware Preparation in Steel Doors and Steel Frames; 2014. might bleach veneer. Seal top and bottom edges with tinted sealer if stored more then one week. Break seal an site to permit PART 2 PRODUCTS en 5. Do not cover air bcrier work until tested, inspected, ad accepted. J. ICC A117.1 - Accessible and Usable Buildings and Facilities; 2009. ventilation. 2.01 DESIGN AND PERFORMANCE CRITERIA 4 w 3.05 PROTECTION K. ITS (DIR) - Directory of Listed Products; current edition. 1.07 WARRANTY 0 I- > A, Do not leave materials ex to weather don r thin recanmended manufacturer. A, Interior Dears: Provide manufacturer's warrant for then life of the installation, A. Provide specified door hardware as rewired to make doors fully functional, compliant with applicable codes, and secure to extent indicated. Q w P 9e by L. NAAMM HMMA 830 - Hardware Selection for Hollow Metal Doors and Frames; 2002. Y M. NAAMM HMMA 831 - Nordwa•e Locations for Hollow Metal Doors and Frames; 2011. S. Include coverage for delamination of veneer, warping beyond specified installation tolerances, defective materials, and telegraphing core B. Provide individual items of single type, of same model, and by sane manufacturer. w SECTION 07 4623 - WOOD SIDING (EXTERIOR) N. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; 2007, construction. C. Provide door hardware products that comply with the following requirements: Q rr ct PART 2 PRODUCTS o w w 0. NAAMM HMMA 861 - Guide Specifications for Commercial Hollow Metal Doors and Frames; 2006, 1. A licable ovisions of federal state and local codes. E-- i- PART 1 GENERAL PP� Pr , , P. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2016. 2.01 DOORS AND PANELS en ve 1.01 SECTION INCLUDES A. Doors: Refer to drawl far laxations and additi mai r irements. 2. Accessibility: ADA Standards and ICC A117.I. Q Q Q. NFPA IC5 - Standard for Smoke Door Assemblies and Other Opening Protectives; 2016. a eM A. Board siding for walls, m m M B. Trim, flashings, accessories, ad fastenings. R. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; 2012. I. Quality Standard: Custom Grade, Heavy Duty performance, in accordance with AWI/AWMAC/WI (AWS) or AWMAC/WI (NAAWS), unless 3. Applicable provisions of NFPA 101. S. SDI 117 - Manufacturing Tolerances for Standard Steel Doors and Franes; 2013. noted otherwise. 4. Fire-Rated Doors: NFPA 80, listed and labeled by qualified testing agency for fire protection ratings indicated, based on testing at 1.02 RELATED REQUIREMENTS X T. UL (DIR) - Online Certifications Directory; current listings at database.ul.com. 2. Wood Veneer Faced Doors: 5-ply unless otherwise indicated. positive pressure in accordance with NFPA 252 or UL 10C. X A. Section Oq 9113 - Exterior Painting: Prime and finish painting, B. Interior Dons: 1-3/4 inches thick unless otherwise indicated; flush corstructim. N x U. UL FOG - Standard for Positive Pressure Fire Tests of Door Assemblies Current Edition Includin All Revisions. 1,03 REFERENCE STANDARDS � g 5. Hardwa-e an Fire-Rated Doors: Listed and classified by UL (DIR) ITS (DIR) ar testing firm acceptable to authorities heaving V. UL 1784 - Standard for Air Leakage Tests of Door Assemblies; Current Edition, Including All Revisions. I. Wood veneer facing for field opaque finish as indicated on drawings, urisdiction as suitable fora lication indicated. 0) A. SPIB (GR) - Grading Rules; 2014. 1.03 SUBMITTALS 2.02DOOR AND PANEL CORES J PP 1.04 QUALITY ASSURANCE A. Product Data: Materials and details of desi and construction handware locations reinforcement t and locations achora a and A. Hollow Core Doors: T Standard FSHC ; lies and faces as indicated above. 6. Hardware for Smoke e d Draft Control Doors: Provide door hardware that complies with local codes, and requirements of assemblies A, Grade lumber in accordance with the followin : ' ' Y� ' g YPe ( ) P g fastening methods, and finishes. 2.03DOOR FACINGS tested in accordance with UL 1784. Y I. Cypress: Grayling rules of SPIB (GR). B. Sho Drawin s: Details of each o nn shown elevdions lazin Franc ofiles and an indicated finish irements. A. Verneer Faci far ue Finish: Medium densit over) MDO in corm Bare with indicated ualit standard. a. Air Le Rate: Tested in accordance with UL 1784 with air lea rate not to exceed 3.0 cfm/sf of door o i d 0.10 inch = 1.05 DELIVERY, STORAGE, AND HANDLING p g pe^ gr n9 , 9 9, Pr , Y n9 �q Y W ( ), P q Y , P�n9 U A. Store in ventilated aces with constant minimum temperature of (00 degrees F red maximum relative humidity of 55 percent. C. Samples: Submit two samples of metal, 2 inch by 2 inch in size showing factory finishes, colors, aid surface texture. 2.04DOOR CONSTRUCTION of water for both ambient and elevated temperature tests. 1.04 QUALITY ASSURANCE A. Fabricate doors in accordance with door quality standard specified. 7. Listed and certified can lint with s ified standards b BHMA GPD Cp PART 2 PRODUCTS P Pec Y ( ) A. Manufacturer Qualifications: Provide hollow metal doors and francs from 5DI Certified manufacturer: www.steeldoor.org/sdicertified.php. B. Cores Constructed with stiles and rails: 2.01 MANUFACTURERS 8. Hardware Preparation for Steel Doors and Steel Francs: BHMA A156.115. 0 � A. Wood Siding: 1.05 DELIVERY, STORAGE, AND HANDLING C. Factory machine doors for hardware other than surface-mounted hardware, in accordance with hwrdware requirements and dimensions. m U I, Delta Millworks; Shou-Sugi-Bin, 1xb Tongue t Groove Cypress #2, Tiger Smooth, Driftwood finish . A. Comply with NAAMM HMMA 840 or ANSI/5DI A250.8 (SDI-100) in accordance with specified requirements. D. Factory fit doors for franc opening dimensions identified on shop drawings, with edge clearances in accordance with specified quality 9. Products Reoeiring Electrical Connection: Listed ad classified by UL (DIR) as suitable for the purpose specified. W 8. Protect with resilient packaging; avoid humidity build-up under coverings; prevent corrosion and adverse effects on factory applied painted standard. D. Lock Function: Provide lock and latch function numbers and descri ions of manufacturer's series, Refer to Door Hardware Schedule. 2.0251DING I. Exce ion: Doors to be field finished. V Z A. Board Sidin : Flat C ess #2 rade maximum moisture content of 15 ent. finish. pt E. Fasteners: g ' Y ' g ' PART 2 PRODUCTS E. Provide edge clearances in accordance with the quality standard specified. Q Q 1. Siu: 1 inch thick, b inch high menaced board. I. Provide fasteners of o t sic tit and finish that can I with commercial) r ized standards for o a 2. Profile: Tongue and groove. 2.01 MANUFACTURERS PART 3 EXECUTION Pr Pe YPe, , 9Yan Yr PY Y Pr P W Q A. Hollow Metal Doors ad Frames: 3.01 EXAMINATION applications, 3. Surface Texture: Unsaded. I. Ceco Door an Assa Ablo Grou can www.assaablo dss.com, A, Verify existi conditions before statin work. 4. Finish: Semi-transparent stain. Y p parry; ' y ng 9 a. Aluminum fasteners are not permitted. 2. Republic Doors, an Allegion brand; : www.republicdoor.com/#sle. B. Verify thin opening sizes and tolerances ore acceptable, b. Provide hilli s flat-head screws with heads finisheed to match door surface hadwae unless otherwise indicated. X 2,03ACCESSORIES P P A. Nails: Stainless steel; non-staining, atf size and strength to securely and rigidly retain the work, 3. Pioneer Industries Inc.; : www.pianeerindustries.com. C. Do not install doors in frame openings thaat are not plumb or ane out-of-tolerance for size or alignment. }- 1. #304 Splitless ring shank 2,02DESIGN CRITERIA 3.02INSTALLATION 2. Provide machine screws for attachment to reinforced hollow metal and aluminum frames. Z B. Flashing: Galvanized steel, 28 gage, 0,0149 inch minimum base metal thickness, A. Requirements for Hollow Metal Doors ad Frames: A. Install doors in accordance with manufacturer's instructions ad specified quality standard. a. Self-drilling (Tek) type screws are not pe mitted. LU O I. Steel used for fabrication of doors and frames shall comply with one or more of the following requirements; Galva reeled steel 8. Field-Finished Doors: Trimming to fit is acceptable- 3. Provide stainless steel wahine screws ed lead ex lion shields fa' concrete and mal substrates, PART 3 EXECUTION pa' aTMY conforming to ASTM A653/A653M, cold-rolled steel conforming to ASTM A1008/AI008M, or hot-rolled pickled ad oiled (HRPO) steel I. Adjust width of non-rated doors by cutting equally on both jamb edges. Q 3.01 EXAMINATION 4. Provide wall grip inserts for hollow wall crostrudion. A, Verif that substrates are red to receive work. conforming to ASTM A1011/A1011M, Commercial Steel (CS) Type B for each. 2. Trim mazximum of 3/4 inch off bottom edges. y Y 2. Accessibility: Comply with ICC AI17.1 and ADA Stmda-ds. C, Use machine teals to cut or drill fa' hardware. 5. Provide spacers or sex bolts with sleeves for through bolting of hollow metal doors and francs. 0 L B. Verify that water-resistive barrier has been correctly and completely installed over substrate. C. Do not begin until unacceptable conditions have been corrected. 3. Door Edge Profile: Manufacturers standard for application indicated. D. Coordinate installation of doors with installation of frames ad hardware. 6. Fire-Rated Applications: Comply with NFPA 80. C/) 4. T ical Door Face Sheets: Flush. 3.03TOLERANCES D. If substrate preparation is the responsibility of aotheer installer, notify Architect of unsatisfactory preparation before proceeding. Yp a. Provide wood or machine screws for hinges mortised to doors or frames, strike plates to Franey, and closers to doors and frames, 3.02PREPARATION 5. Glazed Lights: Non-removable stops on non-secure side; sizes and configurations as indicated on drawings. Style: Manufacturers A. Conform to specified quality standard for fit and clearance tolerances. = iii Z Q A. Prime paint surfaces in contact with cementitious materials. standard. B, Conform to specified quality standard for telegraphing, warp, and squareness, b. Provide steel through bolts for attachment of surface mounted closers, hinges, or exit devices to door panels unless proper door (� 0 N 6. Hardware Preparations, Selections and Locations: Comply with NAAMM HMMA 830 and NAAMM HMMA 831 or BHMA A156.115 and 3.04ADJUSTING blocking is provided. �- Q 8, Do not install materials until site pre-finishing is complete and dry. A. Ad just doors for smooth and balanced door movement. 7. Concealed Fasteners: Do not use throw h or sex bolt t fasteners on door ane) sides indicated as concealed fastener locations LL D C9 l 3.03INSTALLATION ANSI/SDI A250.8 (SDI-100) in accordance with specified requirements. J 9 YPe P a) A, Install siding in accordance with manufacturer's instructions. B. Combined Requirements: If a particular door and frame unit is indicated to comply with more than one type of requirement, comply with B. Adjust closers for full closure. unless otherwise indicated. os 0 Z z the specified requirements for each type; for instance, an exterior door• that is also indicated as being sound-rated must comply with the 2.02HINGES Z = f1) B, Fasten siding in place, Icvel and plumb. requirements specified for exterior doors ad far sound-rated doors; where two requirements conflict, comply with the most stringent. SECTION 08 3100 - ACCESS DOORS AND PANELS 0 LJ.I 0 0 (. Arrange for orderly nailing pattern, blind nail. A, Hinges: Complying with BHMA AI56,1, Grade I, � � Z Q Q 2.03HOLLOW METAL DOORS m 2. Install siding for naztural shoed of water. PART 1 GENERAL I. Butt Hinges: Complying with BHMA A156.1 and BHMA A156.7 for templated hinges. 3. Position cut ends over bearing surfaces, ad sand cut edges smooth ad cleat. A. Exterior Doors: Thermally insulated. 1.01 SECTION INCLUDES C[ A I a C- Install board siding using single course method. I. Based on 5DI Standards: ANSI/SDI A250.8 (501-100). A. Wall and ceiling access door• and franc units, a. Provide hinge width required to clear surrounding trim. V 0 Z I. Nail at 24 inches on center• a. Level 3 - Extra Heavy-duty. 1.02 REFERENCE STANDARDS 2. Provide hinges on every swinging door as indicated on door schedule I_L CC Z Q Z 2. Miter external and internal comers b. Physical Performance Level A, 1,000,000 cycles; in accordaue with ANSI/SDI A250.4. A, ASTM A36/A36M - Stendand Specification far Carbon Structural Steel; 2014. -+ V Cn J c. Model I - Full Flush. 3. Provide following quantity of butt hinges for each door, unless noted otherwise: _ w D. Touch-up surfaces that are disfigured. Unsightly touch-up will require removal and replacement of affected siding. B. ASTM AI006/AI008M - Standard Specificaition for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength V CC cn th d. Door Face Metal Thickness: 16 0.053 inch minimum, a. Doors up to 60 inches High: Two hinges. W W CC -J 3.04TOLERANCES g°�� Low-Alloy with Improved Faxmability, Solution Hardened, and Bake Handenable; 201b. Q Q A. Maximum Variation Fran Plumb and Level: 1/4 inch per 10 fact, e. Zinc Coating: A60/ZFI80 galvannealed coating; ASTM A653/A653M. C. FM (AG) - FM Approval Guide; current edition. b. Doors From 60 inches High up to 90 inches High: Three hinges. 0- m LL's 0 U 8. Maximum Offset From Joint Alignment: 1/16 inch. 2. Door• Core Material: Manufacturers standard core material/construction and in compliance with regpiremernts. D. ITS (DIR) - Directory of Listed Products; current edition. c. Doors 90 inches High up to 120 inches High: Four hinges. Q m �' 3. Door Thermal Resistants: R-Value of 2.5. E. UL FRD Fire Resistance Director current edition. SECTION 07 C1200 - JOINT SEALANTS 4. Door Thickness: 1-3/4 inch, nominal. ( ) - y' d. Doors over 120 inches Nigh: One additiaxnal hinge per each aadditiaxol 30 inches in height. Er , �"" 1.03 SUBMITTALS Q 5. Top Closures for Outswinging Doors: Flush with top of faces ad edges. 2.03FLUSH SULTS ,;`` ���'' � � A. Product Data: Provide sizes, types, finishes, hardware, scheduled locations, ad details of adjoining work. e PART 1 GENERAL b. Weathnerstri i Refer to drawain s o ppb' g • B, Shop Drawings: Indicate exact position a>F each excess door and/or panel unit, A. Flush $alts: Complying with BHMA AI56.16, Grade I. ,r` ,,`�� . • 1,01 SECTION INCLUDES i .�.s .,;}? A. Nonsag gunable joint sealants. B. Intern Doors,hNon--Fire Rated ed and field f inisheed. S AN S A55 �' f PART 2 PRODUCTS I. Flush Bolt Throw: 3/4 inch minimum. 'k*,r �' ° 8. Joint backfin s and accessories. 2,01 ACCES DOORS AND P EL EMBLIES 2. Provides extension bolts in leadi ed of door one bolt into floor ane bolt into to of franc. ... IRhfiT .. 9 I. Based on SDI Standards: AN51/5DI A250.8 SDI-100 . 1.02 REFERENCE STANDARDS _ ( ) A. Wall-Mounted Units: a� ' ' P -� -- a. Level 3 - Extra dut a. Pairs of Swi Doors: At inactive leaves ovide flush bolts oft as r uired to corn l with code. �� y�.-�l` f �`tg `�1` �f!9 g A, ASTM C834 - Standard if ication fa• Latex Sealants; 2017. Y y' I. Material: Steel. n9 , Pr YPe cG P Y . L i c e n e - b b. Physical Performance Level A, 1,000,000 cycles; in accordance with ANSI/SDI A250.4. 2. Siu: As indicated an the drawings or as necessary to allow access to concealed items. 3. Provide dustproof floor strike for bolt into floor, except d metal thresholds. CLEC EL.� D, OH B. ASTM 0920 - Standard Specification for Elastameric Joint Sealants; 2016. c. Model 2 - Seamless. 3. Door/Panel: Hinged, stadard duty, with tool-operated spring or cam lock and no hadle. G. ASTM GI193 - Standand Guide fa Use of Joint Sealants; 2016. 4. Manual Flush Bolts: Provide lever extensions for top bolt at over-sized doors. t1� o ti d. Door Face Metal Thickness: 16 gage, 0,053 inch, minium. 4. Gypsum Board Mounting Criteria: Provide drywall bead frame with door surface Flush with wall surface. Zt ! D. SCAQMD 1168 - Adhesive ad Sealant Applications; 1989 (Amended 2017). 2. Door Thickness: 1-3/4 inch nominal. 2.04EXIT DEVICES B. Walls in Wet Areas ad Exterior: 1.03 SUBMITTALS 3. Door Finish: Fa imed and field finished. U , tory pr I. Material: Steel, hot-dipped zinc, or zinc-aluminum-alloy coated. A. Exit Devices: Complying with BHMA A156.3, Grade I. �� - A. Product Data for Sealants: Submit manufacturers technical data sheets for each product to be used, that includes the following. C. Fire-Ratted Doors: 2. Siu: As indicated on the drawin s or as neces to allow access to concealed items. `� I. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability. I. Based on SDI Standards: ANSI/5DI A250.8 SDI-100 . g I. liver design to match linden tri. b ( ) 3. Door/Panel: Hinged, standard duty, with tool-operated spring or cam lock ad no handle. 2. List of backing materials approved for use with the specific product. a. Level 3 - Extra Hca dut . 2. Provide rylirikr with cylinder dogging or locking trim. 0 3. Substrates that educt is known to satisfactoril adhere to ad with which it is can able. vY y 4. Gypsum Board P1ounting Criteria: Provide drywall bead frame with door surface flush with wall surface. Pr Y Pd b. Physical Performance Level A, 1,000,000 cycles; in accordance with ANSI/SDI A250.4. 5. In Masonry, Tile, Ccxncrete, EIFS or otheer surfaces: Surface mounted franc with door surface flush with frame surface. 3. Provide exit devices properly sized for doer width and height. 11972 4. Substrates the product should not be used on. c. Model 2 - Seanless. C. Fire-Rated Wall-Mounted Units: 4. Provide strike as recommended by manufacturer for application indicateed. Y B, Color Cards for• Selection: Where sealant colo• is rot specified, submit manufacturers color cards showing stc hard colors available fa' d. Deer Faure Metal Thickness: 16 gage, 0.053 inch, minimum, 1. Wall Fire-Rating: As indicated on drawings. e e selection• 2. Fire Rating: As indicated on drawings, tested in accordance with UL IOC ad NFPA 252 ("positive pressure Fire tests"). 2. Siu: As indicated on the drawings or os necessay to allow access to concealed items. 5. Provide UL (DIR) listed exit device assemblies fa fire-rated dears and panic device assemblies Fa neon-fire-rated dents, SI-EE� 3 0 C. Installation Plan: Submit at least four weeks prior to stat, of installation. 6. For electrical o tions ovide uick conned lu -in a-wired correctors. t a. Provide units listed and labeled by UL (DIR) ar ITS (DIR). 3. Dawr/Panel: Insulated double-surface I with tool-o ated s rin a• can lock ad no handle. p , Pr q p g pr e- 1.04 QUALITY ASSURANCE b. Attach fire rating label to each fire rated unit. D. Ceiling-Mounted Units: P g 2.05LOGK CYLINDERS m A. Manufacturer Qpuealificdions: Company specializing in manufacturing the products specified in this section with minimum three years A0.04" documented ex rience. c. Smoke and Draft Control Doors (as indicated on drawings): Self-closing or automatic closing doors in accordance with NFPA 80 ad I. Material: Steel. A. Lok Cylinders: Provide key access an outside of each leek, unless otherwise indicated. o NFPA 105, with fire-resistance-rated wall construction rated the sane or greater thin the fire-rated doors, and the following; Plot Date: 1/24/2019 SECTION OS 8000 - GLAZING limit of glass, with full recovery of glazing materials, whichever is less. may be installed by means of adhesive lamination, la. ANSI A108.9 - American National Standard Specifications for Installation of Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout; 1999 13. Fit acoustical units in place, fru from damaged edges or other defects detrimental to appearance and function. PART 1 GENERAL B. Mirror Glass: ASTM 01036, Type I - Transparent Flat, Class I - Clear, Quality - Ql (high-quality mirrors); silvering, protective coating, 11. Installation on Wood Framing: For rated assemblies, comply with requirements of listing authority. For non-rated assemblies, install as (Reaffirmed 2010). C. Fit border trim neatly against abutting surfaces. and quality requirements in compliance with ASTM C1503. follows: I. ANSI A108.10 - American National Standard Specifications for Installation of Grout in Tilework• 1999 (Reaffirmed 2010). D. Install units after above-ceiling work is complete. 1,01 SECTION INCLUDES • A, Insulating glass units. I. Thickness: 1/4 inch. I. Single-Layer Applications: Screw attachment. J. ANSI A108,12 - Americom National Standard for Installation aF Ceramic Tile with EGP (Exterior Glue Plywood) Latex-Portlond Cement E. install acoustical units level, in uniform plane, and fru from twist, warp, ad dents. B. Glazing units. 2. Size: As noted an drawings. I. Curved Surfaces: Apply gypsum board to curved substrates in accordance with GA-226. Mortar; IqI (Reaffirmed 2010). F. Cutting Acoustical Units: 1.02 REFERENCE STANDARDS 2.02ACCESSORIES J. Moisture Protection: Trait cut edges ad holes in moisture resistant gypsum board and exterior gypsum soffit board with sealant, K. ANSI A108.13 - America' National Standard for Installation of Load Bearing, Banded, Waterproof Membranes for Thin-Set Ceramic Tile ad 1. Make field cut edges of same profile as factory edges. A. 16 CFR 1201 - Safety Standard for Architectural Glazing Materials; current edition. A. Mirror Attachment Accessories: C sealed stainless steel clips. 3.051NSTALLATION OE TRIM AND ACCESSORIES Dimension Stone; 2005 (Reaffirmed 2010). G. Where round obstructions occur, provide preformed closures to match perimeter molding. PART 3 EXECUTION A, Control Joints: Place control joints consistent with lines of building spaces and as follows: 3,04TOLERANCES B. ANSI Z97.1 - American National Standard for Safety Glazing Materials Used in Buildings, Safety Performace Specifications and Methods of L. ANSI A118.4 - American National Standard Specifications for Modified Dry-Set Cement Mortar; 2012 (Revised). 3.01 EXAMINATION 1. Space in accordace with ASTM C840 aid as indicated, A. Maximum Variation from Flat aid Level Surface: 1/8 inch in 10 feet. Test; 2010. M, ANSI A118,6 - America' National Standard Specifications for Standard Cement Grouts for Tile Installation; 2010 (Reaffirmed 2016). G. ASCE 7 - Minimum Design Loads for Buildings aid Other Structures; 2010, with 2013 Supplements ad Errata. A. Verify that openings for mirrored glazing are correctly sized ad within tolercrce. 2. Not more thin 30 feet apart on walls and ceilings over 50 feet long. N. ANSI A118.10 - American National 5tadard Specifications for Load Bearing, Bonded, Waterproof Membranes For Thin-Set Ceramic Tile And Maximum Variation from Plumb of Grid Members Caused by Eccentric Loads: 2 degrees. D• ASTM CI036 - Standard Specification for Flat Giass; 2011. B. Verify that surfaces of mirror fro•nes or recesses ore clean, free of obstructions, and ready for installation of mirrors. 3. At exterior soffits, not more then 30 feet apart in both directions. Dimension Stone Installation; 2014. O 3.02PREPARATION 4. Where pa•titian, wall or ceiling traverses a construction joint (expansion, seismic, or building control element) in the base building 0. ANSI AI18.12 - America' Notional Standard 5 clFlcations For Crack Isolation Membranes for Thin-Set Ceramic Tile and Dimension Stone E, ASTM 01172 - Standard Specification for Laminated Architectural Flat Gloss; 2014, A. Glean contact surfaces with solvent end wi d structure. Pe S ECT I ON 09 6500 R ES I L I E\IT F LOOKING F. ASTM CI193 - St ndard Guide for Use of Joint Sealants; 2016. Pc ry' Installation; 2014. PART 1 GENERAL 3.03INSTALLATION 5. Where floor supported partition adjoins ceiling supported structures. P. ANSI A137.1 - America' National Standard S ci 1.01 SECTION INCLUDES G. ASTM C1376 - Standard Specification for Pyrolytic and Vacuum Deposition Coatings on Flat Glass; 2015. pe fications for Ceramic Tile; 2012. A. Install mirrors in accordance with GANA TIPS and manufacturers recommendations. B. Comer Beads: Install at external corners, using longest practical lengths. H. ASTM EI300 - Standard Practice for Determining Load Resistance of Glass in Buildings; 2016. ( ) Q. TCNA (HB) - Handbook for Canonic, Glass, and Stone Tile Installation; 2016. A, Resilient sheet flooring, I, ASTM E2190 - Standard Specification for Insulating Glass Unit Performance aid Evaluation; 2010. B. Set mirrors plumb and level, and free of optical distortion. C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials. 1.03 QUALITY ASSURANCE B. Installation accessories. C. Set mirrors with edge clearance free of surrounding construction including countertops or backsplashes. 3,06JOINT TREATMENT A. Manufacturer Qualifications: Cam s cializin In manufacturi the t sof oducts s Ified in this section with minimum five ens 1,02 REFERENCE STANDARDS J. GANA (GM) - GANA Glazing Manual; 2008. A. Glass Mat Faced G sum Board and Exterior Glass Mat Faced Sheathi Use fiber lass oint bedded end finished with chemical pant g YPe ' Y ABERCROMBIE & FITCH CO. D, Frameless Mirrors: Set mirrors with clips, and mchnor rigidly to wall crxnstruction. YP ng' 9 J , of documented ex ience, A. A5TM E648 - Standard Test Method for Critical Radiant Flux of Floor-Coverin 5 stems Usin a Radiant Neat Ener Source; 2017. K. GANA (SM) - GANA 5ealent Manual; 2008, hardeni t oint corn oud. g Y g gY 6301 FITCH PATH L. GANA (ECRM) - Laminated Glazing Reference Manual; 2009. 3.04CLEANING Y{x J P B, Installer Qualifications: Company specializing in performing tile installation, with minimum of five yeas of documented experience. B. ASTM E 662 - Standard Test Method for Specific Optical Density of Smoke Generated by Solid Materials. M. IGMA 1T1-3000 - North American Glazing Guidelines for Sealed Insulating Glass Units for Commercial t Residential Use; 1990 (2016). A. Remove labels after work is complete. B. Paper Faced Gypsum Board: Use paper joint tape, bedded with ready-mixed vinyl orpowder-type vinyl for interior applications, and 1.04 DELIVERY, STORAGE, AND HANDLING C. ASTM F7I0 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2017. NEW ALBANY, OHIO 43054 B. Clean mirrors crud adjacent surfaces, chemical hardening type for exterior or wet locations, and finished with matching joint compound, A, Protect adhesives from freezing or overheating in accordance with ma'ufactnxer's instructions. D, ASTM Fg70 - Standard Test Method for Measuring Recovery Properties of Floor Coverings after Static Loading; 2017. 614-2$3-6500 N. NFRC 100 - Procedure for Determining Fenestration Product U-factors; 2017. C. Finish gypsum board in accordance with levels defined in ASTM C840, as follows: 0. NFRG 200 - Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittace at Normal Incidence; - I. Level 5: Walls ad ceilings to receive semi-gloss or gloss paint finish and other areas specifically indicated. 1.05 FIELD CONDITIONS E, ASTM F1913 - Standard Specification for Vinyl Sheet Floor Covering Without Backing; 2004 (Reapproved 2014). 2014, with Errata 2017 . SECTION 09 2116 GYPSUi,1 BOARD ASSEr1BLIES A. Do not install solvent-based products in m unventilated environment. F. NEPA 253 - Stallard Method of Test for Critical Radiant Flux a>f Floor Covering Systems Using a Radiant Heat Energy Source; 2015. ( ) 2. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated. B. Maintain ambient and substrate tem azure of 50 d ees F denim installation of mortar materials. 1,03 QUALITY ASSURANCE P. NFRC 300 - Test Method for Determini the Solar 0 tical Pro rties of Glazin Materials and S stems; 2017. PART 1 GENERAL pe e3 9 n9 P Pc 9 Y 3. Level 3: Walls to receive teXturcd wall finish. PART 2 PRODUCTS 1,03 SUBMITTALS 1.01 SECTION INCLUDES A. Installer Qualifications: Company specializing in installing specified flooring with minimum three years documented experience. 4. Level 2: In utility areas, behind cabinetry, and on baking board to receive tile finish. 2.01 TILE A, Product Data on Insulating Glass Unit and Glazing Unit Glazing Types: Provide structural, physical and environmental characteristics, size A, Performance criteria for gypsum bond assemblies. 5. Level I: Wall areas above finished ceilings, whether or not accessible in the completed construction. 1.04 DELIVERY, STORAGE, AND HANDLING B. Metal stud wall frcrnin A, Ceramic Tile: ANSI A137.1, standard grade, A, Upon regi immediate) remove cr shrink-air.• aid check materials for don a and the correct st le color uantit aid run numbers. limitations, special handlinng and installation requirements, g• D. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. ' y y erg Y ' ' q y I, Color size and attem: As indicated on drawin s B. Certificate: Certif that oducts of this section meet or exceeds cified re irements. C. Metal channel ceiling framing. , . 9 C. Store all materials off of the floor in m acclimatized, weather-tight space. Y Pn' Pe 9V I. Feather coats of joint compound so that camber is mettimum 1/32 inch. 2. Owner fumishned. D. Acoustic insulation. C. Maintain tem ature in stor area between 55 d ees F and q0 rees F. 1.04 QUALITY ASSURANCE E. Whore Level 5 finish is indicated s a l hi h build dr wall surfacer over entire surface after oints have been o rl treated; PrM PP Y 9 Y j Pr Pc Y 3. Contractor installed. A. Perform Work in accordance with GANA (GM) GANA (SM) GANA (LGRM) and IGMA TM-3000 for fabrication and installation. E. Gypsum sheathing. D. Protect roll materials from damage by storing on end. r achieve a flat end tool mak-free finish. B. Natural Stone Tile, B. Manufacturer Qualifications: Com s cializin In menufacturi the oducts s cified in this section with minimum five ears of F. Backing board. E, Do not double stack pallets. 0 0 Pa'Y Pe 9 ng pr Pe Y F. Fill and finish joints and comers of cementitious backing board as recommended by manufacturer. 1. Color size and pattern: As indicated en drawings, 1.05 FIELD CONDITIONS v G. G sun wallboard. , Pei YP 3.07 TOLERANCES 2. Owner furnished. A, Store materials for not less than 48 hours rier to installation in area of irstallatien ata tem ature of 70 de ees F to achieve °' C. Installer Qualifications: Company specializing in performing work of the type specified and with at least five yeas experience. H. Joint treatment and accessories. A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet in my direction, P W -5 -' 1.05 WARRANTY 1.02 REFERENCE STANDARDS 3. Contractor installed. temperature stability. Thereafter, maintain conditions above 55 degrees F. c� ap N A. See Section 01 7800 - Closeout Submittals, for additional waranty requirements. A. AISI 5100-12 - North American Specification for the Design of Cold-Formed Steel Structural Members; American Iron and Steel Institute; 2.02TRIM AND ACCESSORIES PART 2 PRODUCTS I �r 2012. A, Non-Ceramic Trim: Satin natural anodized eXtruded aluminum, style and dimensions to suit application, far setting using file mortar or 2.O15HEET FLOORING - `° B. Insulating Glass Units: Provide a ten (10) year manufacturer warranty to include coverage for seal failure, interpane dusting or misting, o 0 including replacement of failed units. B. ANSI A108.11 - American National Standard Specifications for Interior Installation of Cernentitious Backer Units; 2010 (Reaffirmed 2016). adhesive. A. Vinyl Sheet Flooring: I•lomogenneous without backing, with color and pattern throughout full thickness. C. Laminated Glass: Provide a five (5) year manufacturer warranty to include coverage for delamination, including providing products to C. ANSI A118.9 - America' National Standard Specifications for Test Methods aid Specifications for Cementitious Sacker Units; lgg9 2.035ETTING MATERIALS 1. Minimum Requirements: Comply with ASTM F1913. ''-6 o Reaffirmed 2016 . A. Latex-Portland Cement Mortar Bond Coat: ANSI A118.4. 2. Critical Radiant Flux CRF : Minimum 0.45 watt s uare centimeter when tested in accordance with ASTM E648 or NFPA 253. E - o replace failed units. ( ) ( ) q ' PART 2 PRODUCTS D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the SECTION 09 2226 - SUSPENDED GYPSUr1 BOARD SYSTEr1 1. Applications: Use this type of bond cart where indicated and where no other type of bond coat is indicated. 3. Smoke Generation: Maximum specific optical density of 450 or less, when tested in accordance with ASTM E 662. t' "' el ee 2.01 PERFORMANCE REQUIREMENTS - EXTERIOR GLAZING ASSEMBLIES Hot-Dip Process; 2017. 2.04GROUTS 4, Thickness: 0.080 inch re mind. o � N A. Provide type and thickness of exterior glazing assemblies to support assembly dead loads, and to withstand live loads caused by positive and E. A5TM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2015. A• Standard Grout: ANSI A1184 standard cement grout. 5. Sheet Width: 72 inch minimum, U `Nr° PART 1 - GENERAL 1.01 SECTION INCLUDES 1. Applications Use this type of grout where indicated and where no other type of grout is indicated. 6. Static Load Resistance• 250 si mnimum when tested ass cified m ASTM F970. negative wird pressure acting normal to plane of glass. F. ASTM 0645 - Standard Specification for Nonstructural Steel Framing Members; 2014, with Editorial Revision (2015). A. Sus Sion S stem Frani end Furrin for Plaster and G sum Board Assemblies P 1. Design Pressure: Calculated in accordance with ASCE 7. G. ASTM 0665 - Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Franc Construction ad Manufactured Housing; y g YP 2. Use sanded grout for joints 1!8 inch wide and lager; use unsanded grout for joints less than I/8 inch wide. 7. Seams: Heat welded. c w 2. Comply with ASTM E1300 for design load resistance of glass type, thickness, dimensions, aid maximum lateral deflection of supported 2017. B. Wire hangers, fasteners, main runners, cross tees, and wall angle moldings. 3. Color(s): As indicated on drawings, 8. Color: As indicated a' drawings. 1,02 REFERENCE STANDARDS 2.05MAINTENANCE MATERIALS B. Weldi Rad: Solid bead in material corn alible with floorin roduced b loorin manufacturer for heat weldin seems and in cola glass. H. ASTM 0754 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products; 2017, n9 P 9r P Y f 9 9 , _ A, ASTM A 641 Standard SpeciFicertien for Zinc-Coated (Galvanized) Carbon Steel Wire, A. Grout Sealer: Liquid-applied, moisture and stain protection for existing or new Portland cement grout, matching Field color. 3. Provide glass edge support system sufficiently stiff to limit the lateral deflection of supported glass edges to less then 1/175 of their I. ASTM 0840 - Stadard Specification for Application e d Finishing of Gypsum Board; 2017a. B. ASTM A 653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process. I. Canpasiton: Water-based colorless silicone. 2.02ACCESSORIES lengths under specified dare load. J. ASTM nom - Stained Specification for Steel Drill Screws For the Application of Gypsum Pinel Products or Metal Plaster Bases to Steel C. ASTM A 1008 Standard 5 ification for Steel Sheet Cold Rolled Carbon Structural Hi h-Stren h Low-Allo and Hi h-Strep h B, Tile Sealer: Stain otection far natural stone. A. Subfloor Filler: White premix latex; type recommended by adhesive material manufacturer, 0 Lu 4. Glass thicknesses listed are minimum, Studs Fran 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2015. � ' ' ' ' ' g �' Y g �' � p p y ng p peg g ppng pp yp Low-Alloy with Improved Formability' 2.06ACCESSORY MATERIALS B. Primers Adhesives and Seam Sealer: Water oof; t s recxnmernded floori manufacturer, m 8, Va or Retarder and Air Barrier Seals: Provide can doted assemblies that maintain continuit of buildi enclosure vac or retarder and air K. ASTM CI002 - Standard S ification for Steel Self-Piercin Ta i Screws for A licatian of G sun Panel Products or Metal Plaster , , Pr YPe by n9 D. ASTM D 610 Standard Test Method for Evaluating Degree of Rusting on Painted Steel Surfaces A, Concrete Floor Slab Crack Isolation Membrane: Material complying with ANSI A118.12; not intended as waterproofing. C. Sealer and Wax: T s recommended b floorin manufacturer, barrier. Bases to Wood Studs or Steel Studs• 2016. YPe Y 9 I. In conjunction with vapor retarder and joint sealer materials described in other sections. L. ASTM 01047 - Standard Specification for Accessories For Gypsum Wallboard end Gypsum Veneer Base; 2014a. E. ASTM 5 117 Standard Practice for Operating Salt Spray (Fog) Apparatus I. Thickness: 20 mils, maximum. PART 3 EXECUTION 0 C. Thermal and 0 ical Performance: Provide exterior lazin oducts with formmce o tics as indicated. Performance properties are M, ASTM CI178/C1178M - Standard Specification for Coated Glass Mat Water-Resistant Gypsum Baking Panel; 2013. F. ASTM C 635 Standard Specification for Metal Suspernsion Systems for Acoustical Tile end Lay-in Panel Ceilings, 2, Crack Resistence: No failure at 1/8 inch gap, minimum. 3.01 EXAMINATION '1 ' g g N. ASTM 01280 - Standard 5 ification for A lication of Exterior G sum Panel Products for Use as Sheathin • 2013x. G, ASTM C 636 Recommended Practice for Installation of Metal Ceiling Suspension Systems for Acoustical Tile and Lay-in Penels. B. Waterproofing Membrane at Floors: Specifically designed for bonding to cementitious substrate under thick mortar bed or thin-set tile; A, Verify that surfaces are flat to tolerances acceptable to flooring manufacturer, free of cracks that might telegraph through flooring, clean, _ • in aaccardace with manufacturers published data as determirned with the following procedures ad/ar test methods: pec pp yp g, H. ASTM C 1858 Standard Practice for Design, Construction, ad Material Requirements for Direct Hung Suspended T-baa• Type Ceiling complying with ANSI A118.10. d and free of cui corn unds surface hardeners ad other chemicals that mi ht interfere with bondi g 1, Center of Glass U-Value: Comply with NERC 100 using Lawrence Berkeley Natiaml Laboratory (ERNE) WINDOW 6.3 computer program, 0. ASTM CI325 - Stallard Specification for Nen-Asbestos Fiber-Mart Reinforced Cernentitious Backer Units; 2017x, rya ng po , , g ng of flaorin to substrate, � Systems Intended to Receive Gypsum Panel Products in Areas Subject to Earthquake Ground Motions 1. Crack Resistance: No failure at 1/8 inch gap, minimum; comply with ANSI A118,12. 8. Verif that wall surfaces are smooth and flat within the tolerances s ified for that t of work are dust-free and are read to 2. Center of Glass Solar Heat Gain Coefficient (SNGG): Comply with NERC 200 using Lawrence Berkeley National Laboratory (ERNE) P. ASTM Cl3%/GI396M - Stmded Specification for Gypsum Board; 2017. Y � � � � Y WINDOW 6.3 computer progr•an. Q. ASTM D3273 - Standard Test Method for Resistance to Growth of Mold en the Surface of Interior Coatings in an Environmental Chamber; I. ASTM C 645 Standard Specification for Nonstructural Steel Framing Members 2. Fluid or Trowel Applied Type: receive resilient base. 3. Solar Optical Properties: Comply with NFRG 300 test method. 2012. J. ASTM C 754 Installation of Steel Framing Members to Receive Screw-Attached Gypsum Board a. Material: Synthetic rubber or Acrylic. G. Cementitious Sub-floor Surfaces: Verify that substrates are dry enough ad ready for resilient flooring installation by testing for moisture 2,02GLASS MATERIALS R. GA-216 - Application and Finishing of Gypsum Panel Products; 2016. K. ASTM 01002 Standard Specification for Steel Drill Screws for the Application of Gypsum Board or Metal Plaster Bases. b. Thickness: 25 mils, minimum, dry film thickness. and p14. A. Float Glass: Provide float glass based glazing unless noted otherwise, 5. GA-226 - Application of Gypsum Board to Form Curved Surfaces; Gypsum Association; 2016. L. ASTM E Il9 Stadard Test Method for Fire Tests of Building Construction ad Material (if applicable). PART 3 EXECUTION 1. Test in accordence with ASTM F710. M. NOA #07-0119.02 Miami/Dade Wind U lift. 3.01 EXAMINATION 2. Obtain instructions if test results are not within limits recommended resilient floorin manufacturer end adhesive materials 1. Annealed Type: ASTM 01036, Type I - Transparent Float, Glass I - Clear, Quality-Q3. 7. UL (FRD) - Fire Resistance Directory; current edition. P A. Verif that sub-floor• surfaces are smooth and flat within the tolerances s ified for that t of work and arc read to receive tile. manufacturer. � g 1.03 SUBMITTALS N. NAO #09-0512.02 Miami/Dade Impact. Y Pec YPe Y 2. Fully Tempered Safety Glass: Complies with ANSI 297.1 and 16 GFR 1201 criteia. O 3. Impact Resistant Safety Glass: Complies with ANSI Z97,I end 16 CFR 1201 criteria; Class A/Categary IL A, Product Data: Provide data an metal framing, gypsum board, accessories, and joint finishing system. O. ESR-1289 ICC-ES Evaluation Report. B. Verify that sub-floor surfaces are dust-free and free of substances that could impair banding of setting materials to sub-floor surfaces. 0, Verify that required floor-mounted utilities are in correct location. F- > 1.03 SUBMITTALS C. Verify that concrete Sub-floor surfaces are ready for tile installation by testing for moisture emission rate ad alkalinity; obtain instructions 3.02PREPARATION > U , 13. Laminated Glass: Float glass laminated in accordance with ASTM 01172, B. Product Data: Provide manufacturers data an partition head to structure co nectors, showing compliance with requirements. < w I. Laminated Safety Glass: Complies with ANSI 297.1 ad I6 GFR 1201 test requirements for Category II. 1.04 QUALITY ASSURANCE A. Product Data: Submit manufacturers technical literature, if test results ore not within limits recommended by tile manufacturer and setting materials manufacturer. A. Prepare floor substrates as recommended by flooring and adhesive menufacturers. F A, Installer Qualifications: Con s cializi in rformin um board installation aid finishi with minimum five ears of ex rience. B. Samples: 8 inch long samples of suspension system components, including main runner•, cross tees and ogle molding. D, Verify that required floor-mounted utilities are in correct location. B. Remove sub-floor ridges and bumps. Fill minor low spots, cracks, joints, holes, and other defects with sub-floor filler to achieve smooth, w z o 2.031NSULATING GLA55 UNITS Pant tx n9 Pe 9 9YI� n9r Y Pe 3.02PREPARATION o rY A. Insulating Glass Units: Types as indicated. PART 2 PRODUCTS C. Certifications: Manufacturers certifications that products comply with specified requirements, including laboratory reports showing compliance flat, hard surface. C� w - V w Ca 2.01 GYPSUM BOARD ASSEMBLIES with specified tests and standards. A. Protect surrounding work from damage. C. Prohibit traffic until filler is fully cured. ea> _1 > ez I. Durability: Certified by m independent testing agency to comply with ASTM E21g0, z - t- < u p 2. Coated Glass: Com 1 with uirements of ASTM C1376 for rot c hard-coat or m c s utter vac de sition soft-coat P p Yn9 1,04 QUALITY ASSURANCE B. Vacuum clean surfaces e d damp clean, D. Clean substrate. 0 z P y req PY yt ( ) { P por po ( ) A. Provide can feted assemblies can l i with ASTM 0840 and GA-216. o v Q eu w o A, 5i le-Source Res ibilit To ensure interface all dr wall furri corn orients shall be oduced or s lied b a si le C. Seal substrate surface cracks with Filler. Level existing substrate surfaces to acceptable flatness tolerances. 3.03INSTALLATION - GENERAL �_ w t coati on flat lass; coated vision lass Kind CV; coated overhead lass Kind C0; or coated s andrel lass Kind CS. B. Fire Rated Assemblies: Provide completed assemblies with the Following chnaateristics: n9 P Y' ProPe r Y �J P Pr iPP Y n9 ez z zee z YPe 9 9 r 9 , P 9 r 3.03INSTALLATION - GENERAL A, Startin installation constitutes acre take of sub-floor conditions, 5 ' w w - Q 3. Spacer Color: Black• I. UL Assembly Numbers: Provide construction equivalent to that listed for the particular assembly in the current UL (FRD). manufacturer• g p rn p p 4. Edge Seal: 2.02METAL FRAMING MATERIALS B. All accessory components from other manufacturers shall conform to ASTM standards. A, Install the end grout in creordence with applicable requirements of ANSI A108.1a through ANSI A108.13, manufacturer's instructions, end B. Install in accordance with manufacturer's written instructions. I I I I - cer end lass e5 and silicone A. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel of size and properties necessary to comply with ASTM C. Fire Resistance Ratings: As indicated by reference to design designations in UL Fire Resistance Directory, for types of assemblies in which TCNA (145) recommendations. C. Spread only enough adhesive to permit installation of materials before initial set. p p �j �j a. Dual Sealed System: Provide polyisobutylene sealant as primary seal applied between spa g pan , , ' dr wall ceilin s function as a fire otective membrane and tested ASTM E 119, Installation in accordance with the UL Desi n beim B. L tile to attem indicated, Do not interni t the ttern throe h o ins D, Fit oints and butt seams ti htl rn ea polysulfide, or polyurethane sealant as secondary seal applied sound perimeter. 0754 far the sparing indicated, with maximum deflcctian of wall framing of V240 at 5 psf. The use of ec�ivalernt gauge stud sizing criteria Y g �' � g g aY P P pa g � g • J 9 Y• 5. Color: Black, is prohibited. referenced. C. Cut end fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align floor joints. E. Set flooring in place, press with heavy roller to attain full adhesion. 1. Studs: "G' she with flat or formed webs with knurled faces. D, Coordination of Work: D. Place tile joints uniform in width, subject to variate in tolerance allowed in tile size. Make grout joints without voids, cracks, excess F, Where type of floor finish, pattern, or color are different on opposite sides of door, terminate flooring under centerline of door. 6. Page i lass U i space with dry air, le lazed.ly sealed. I. Coordinate drywall furring work with installers of related work including, but not limited to acoustical ceilings, building insulation, gypsum mortar or excess grout, or too little grout. G. Install edge strips at unprotected or exposed edges, where flooring terminates, ad where indicated. B. Insulating Glass Units: Vision glass, double glazed. 2. Runners: U shaped, sized to match studs, board li ht fixtures mechanical s stems electrical s stems aids innklers. E. Form internal les a and external an les bullnosed. N. Scribe floor•�in to walls columns cabinets floor outlets and other o ercces to oduce ti ht joints. 1. Applications: Exterior glazing unless otherwise indicated. 3. Ceiling Channels: C-shaped, r 9 , Y , Y , Pr an9 9 9 , , , , PWct Pr 9 J 4. Furin Hat-she sections minimum de th of 7/8 inch. 2. All work above the ceiling line should be completed prior to installing the drywall sheet goods. There should be nno materials resting F. Install non-ceramic trim in accordance with menufacturer's instructions, 3.041NSTALLATION - SHEET FLOORING 2. Space between liter filled with air. g` P against or wrapped around the suspension system, hanger wires or ties. G. Soud tile after setting. Replace hollow sounding units. A. Comply with manufacturer's written instructions for installing resilient sheet flooring. 3. Outboard Lite: Annealed float glass, 1/4 inch thick, minimum, 5. Resilient Furring Channels: 1/2 inch depth, for attachment to substrate through one leg only. 1.05 DELIVERY STORAGE AND HANDLING H. Kee control and ex sion oints free of motar out and adhesive. 5. Unroll resilient sheet floorin end allow it to stabilize before cuttin and fittin . a, Tint: Clear. B. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required. P Pen J r gr , 9 9 9 C. Petition Head to Structure Corrections: Provide mechanical anchor a devices that accommodate deflection usin slotted holes screws and A. Deliver materials to project site in original, unopened packages and store them in a fully enclosed space where they will be protected I. Prior to grouting, allow installation to completely cure; minimum of 48 hours. C. Lay out resilient sheet flooring as follows: b. Coating: Low-E, on #2 surface. g ' against damage from moisture, direct sunlight, surface contamination, and other causes. J. Grout tile joints unless otherwise indicated. Use standard grout unless otherwise indicated. I. Maintain uniformity of flooring direction. 4. Inboard Lite: Annealed float glass, 1/4 inch thick, minimum, enti-friction bushings, preventing rotation of studs while maintaining structural performance of partition. 1.06 WARRANTY K. At ohm sin lane ad tile-to-tile control joints use file sealant instead of out with either bond breaker or baker nal as a, Tint: Clear, I. Structural Performance: Maintain lateral load resistance ad vertical movement capacity required by applicable code, when evaluated in 9e P J , 9r , 2. Minimize number of Seams; place seams in inconspiwous ad low-traffic areas, at least b inches away from parallel joints in flooring 5. Total Thickness: 1 inch. accordance with AiSI 5100-12. A. Suspensions System: Submit a written limited waranty executed by the manufacturer, agreeing to repair or replace grid components that appropriate to prevent three-sided bonding. substrates. 6. Thermal Transmittance (U-Value), Summer - Center of Glass: 0.29, maximum. 2. Material: ASTM A653/A653M steel sheet, SS Grade 50/340, with G60/ZI80 hot dipped galvanized coating, are supplied with a hot-dipped galvenized coating or aluminum base material. Failures include, but are not limited to: 3.041NSTALLATION - FLOORS - THIN-SET METHODS - 3, Match edges of flooring for color shading at scans. 7. Solar Heat Gain Coefficient (SHC,C): 0,38 percent, maximum, 3. Provide components UL-listed for use in UL-listed fire-rated head of petition joint systems of fire rating and movement required. B. The occurrence of 50Z red rust as defined by ASTM D 610 test procedures as a result of defects in materials or factory workmenship. A. Over interior concrete substrates, install in accordance with TCNA (HB) Method FI13, dry set or latex-Portlend cement bond coat, with 4. Avoid cross seams. - G. Insulating Glass Units: Safety glazing. D. Sheet Metal Baking: 0.043 inch thick, galvanized, 6' wide• C. Warranty Period: standard grout, unless otherwise indicated. D. Scribe ad cut resilient sheet flooring to butt neatly and tightly to vertical surfaces, permanent fixtures, end built in furniture including 1. Applications: 2.03SOARD MATERIALS D. Grid: Ten years from date of installation. I. Use uncoupling membrane uder all tile unless other underlayment is indicated. cabinets, pipes, outlets, and door frames. A. G sun Wallboard: Pa -faced sun els as defined in ASTM 013%/013%M' sizes to minimize joints in lace; ends s are cut. E. The Warranty shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and will 2. Where waterproofing membrane is indicated, install in accordance with TCNA (HB) Method FI22, with latex-Portland cement grout, E. Extend resilient sheet flooring into toe spaces, door reveals, closets, and similar openings. a, Glazed liter in exterior doors, YP Pe sur Pa' J P be in addition to aid run concurrent with other warranties made by the Contractor under the requirements of the Contract Documents, B, Install tile-to-tile floor movement joints in accordance with TCNA (HB) Method EJ171F. F. Maintain reference markers, holes, end openings that are in place or marked for Future cutting by repeating on resilient sheet flooring as b. Glazed sidelights and panels next to doors. I. Application: Use For vertical surfaces, unless otherwise indicated, PART 2 - PRODUCTS 3.05CLEANING marked on substrates. Use chalk or other nonpermanent marking device, 0 c. Other taxations required by applicable federal, state, and local codes ad regulations. 2. Mold Resistance: Scare of 10, when tested in nccordace with ASTM 03273. 2.01 MANUFACTURERS A, Clean the and grout su•faes. G. Adhere resilient sheet flooring to substrates using a full spread of adhesive applied to substrate to produce a completed installation without N d. Other locations indicated en drawings. a. Mold-resistant board is required whenever board is being installed before the building is enclosed and conditioned. I� 2. Space between liter filled with air. b, Mold resistant bond is required in toilet room and janitor closet walls end where indicated in drawings, A, Armstrong World Industries, Inc; www.emstrongceilings,com. 3.06PROTECTION open cracks, voids, raising ad puckering at joints, telegraphing of adhesive spreader marks, end other surface imperfections. 3. Glass Type: Sane as other vision glazing except use Fully tempered or laminated Float glass for both outboard end inboard liter, 3. At Assemblies Indicated with Fire-Rating: Use type required by indicated tested assembly; if no tested assembly is indicated, use Type 2.025USPENSION SYSTEMS A. Do not permit traffic over finished floor surface for 4 days after installation. H. Seamless Installation: 4. Total Thickness: I inch. X bond, UL or WH listed. A. Components: i. Heat-Welded Seams: Comply with ASTM F 1516. Rout joints end hint weld with welding bead to permanently fuse sections into a t/) 2.04GLAZING UNITS 4. Thickness: I. Main Beare: Shall be double-web construction (minimum 0.0179 inch prior to protective coating, ASTM 0645), hot dipped galvenized (per SECTION Oq 5100 - ACOUSTICAL CEILINGS seamless flooring. Prepare, weld, and finish seams to produce surfaces flush with adjoining flooring surfaces. Q ASTM A653). 3,05CLEANING p I- A. Monolithic Interior Vision Glazing: a. Vertical Surfaces: 5/8 inch unless otherwise indicated or required by tested assembly. PART 1 GENERAL I. Applications: Interior glazing unless otherwise indicated. B. Backing Board For Wet Areas: 2. Primay Cross Tees: Shall be double-web steel ccnstructian (minimum 0.0179 inch prior to protective coating, ASTM C645), hot dipped A. Remove excess adhesive from Floor, base, and wall surfaces without damage. Q w galv:razed (minimum G40 or G90 per ASTM A653) 1.01 SECTION INCLUDES B, Clem in accordance with manufacturer's written instructions. i t_;_i cc 2. Glass Type: Amealed float glass, I. Application: Surfaces behind file in wet areas including tub end shower surrounds and shower ceilings. A, Suspended metal grid ailing system. � 3. Tint: Clear. 2. ANSI Cement-Based Board: Nen- sum-based; a r ated Portland cement anels with lass Fiber mesh embedded in front aid back 3. QuikStix Soffits DGS: Shall be double web steel construction (minimum 0.0179 inch prior to protective coating, ASTM C645), Tees 3.06PROTECTION Iz ec gyp gg eg p g B. Acoustical units. Q 4. Thickness: 1/4 inch, nominal. Unless otherwise noted. surfaces complying with ANSI A118,9 or ASTM 01325, designed for creating soffits; 1-1/2 inch web height, 1-1/2 inch flange, flattened bulb, bending crimp, knockouts and alignment holes to A. Prohibit traffic on resilient flooring for 48 hours after installation. p 1,02 REFERENCE STANDARDS I- 1-- B. Monolithic Interior Safet Glazi a. Thickness: 1/2 inch. facilitate creating 15, 30, 45, 60 end 90 degree angles; available with G40 or G90 hot dipped galvanization. A. ASTM C635/C635M - Standard 5 ification for the Manufacture Performance and Testi of Metal Sus sion S stems for Acoustical Tile N N Y ng° Pec , I n9 Pan Y � Q Q 1. A lications: 3. Glass Mat Faced Bard: Coated lass mat water-resistant sun backin anel as defined in ASTM CI178/CII78M. 4. Wall Molding: Pp g 9YP g P a. Not di d alva'ized minimum G40 , unhnemmed chapel moldi '/inch x 1-9/16 inch x I-I/4 inch flan a and Lay-in Panel Ceilings; 2017. �p M g a, Glazed liter in doors. a. Fire Resistant Type: Type X core, thickness 5/8 inch. PPe 9 ( ) ng, 9 • B. ASTM C636/C636M - Standard Practice for Installation of Metal Ceiling Suspension Systems For Acoustical Tile end Lay-In Panels; 2013. b. Glazed sideli hts to doors. C. Backi Board For Nan-Wet Areas: Water-resistant um back• board as defined in ASTM C13%/GI396M; sizes to minimum oints in 5. Transition Molding: Drywall to Acoustical ceiling. 9 n9 9YPs p9 J C. ASTM E580/Eb80M - Standard Practice for Installation of Ceiling Suspension Systems For Acoustical Tile arid Lay-in Panels in Areas X c. Other locations r wired b a licable Federal state end local codes e d r ulations. lace; ends ware cut, a. Pre-Painted Armstrong Global White integral acoustical flenge and drywall taping flenge, hot dipped cold rolled steel. X eQ Y PP , r e9 P Subject to Earthquake Ground Motions; 2017. d. Other locations indicated on drawin s. I. A lication: Vertical surfaces behind thinset file exce t in wet areas. 6. Screws for wallboard application shall be bugle head screws in accordance with thickness of material used. N X 9 PP , P D. ASTM EI264 - Standard Classification for Acoustical Coiling Products; 2014. ype, y pe y g ype B. Structural Classification: N. 2. Glass T full tem ed or laminated safet lass ass cificd. 2. T X Thickness: 5/8 inch, 1.03 QUALITY ASSURANCE 3. Tint: Clear, 3. Ed s: Ta red. 1. Main Bean shall be heavy duty per ASTM C 635. A. Sus sion 5 stem Manufacturer Qualifications: Com an s ializin in manufacturin the roducts s cified in this section with minimum 9e Pc Pan Y P Y Pec 9 9 P Pc - 4. Thickness: 1/4 inch nominal. Unless noted otherwise. D. Ceilin Board: S cial s resistant sum ceilin board as defined in ASTM C13%/GI396M; sizes to minimize oints in lace; ends care 2. Classification can require wires to be closer together for additional loaxding when used to support double layer gypsum, verticals, slopes, g pe erg gyp g j p sq three years daunented experience. PART 3 EXECUTION cut. dames, half barrels, circles, soffits, canopies, and step conditions which call for loading or unusual designs and shapes in drywall 1.04 FIELD CONDITIONS `-L 3.01 VERIFICATION OF CONDITIONS 1. A lication: Ceili s unless otherwise indicated. construction. Using cross tees in the construction of circles, barrels, etc. is common in order to hold the radius. PP � ' 3. Deflection of fastenin sus Ion s Stem su i li ht fixtures condi rules access doors verticals and horizontal loads shall have A. Maintain uniform temperature of minimum 60 degrees F, and maueimun humidity of 40 percent prior to, during, and after acoustical unit U A. Verify that openings for glazing are correctly sized ad within tolerances, including those for size, squareness, aid offsets at corners. 2. Thickness: 5/8 inch, unless otherwise indicated. 9 p Y pp�in9 9 , ng 9 , r installartion. B, Verify that the minimum required face end edge clearances are being provided. 3. Edges: Tapered. a maximum deflection of 1/360 of the spm, PART 2 PRODUCTS C. Verify that surfaces of glazing channels or recesses are clean, free of obstructions that may impede moisture movement, weeps are clear, 2.04ACCESSORIES PART 3 - EXECUTION 2,01 MANUFACTURERS C 3.013.1 INSTALLATION - GENERAL 0 and support framing is ready to receive glazing system. A. Acoustic Insulation: ASTM 6665; preformed glass fiber, friction fit type, unfaed. Thickness: 3 inch or as indicated on drawings. A. Acoustic Tiles/Panels: m U D. Verify that sealing between joints of glass framing members has been completed effectively. B. Finishing Accessories: ASTM 01047, galvanized steel or rolled zinc, unless noted otherwise. A• Install suspension system end panels in accordance with the manufacturer's instructions, in compliance with ASTM installation stendard, end 1. Armstrong World Industries, Irmo: www.armstronecom. W E. Proceed with glazing system installation only after unsatisfactory conditions have been corrected. I. Types: As detailed or required for finished appearance. with applicable codes as required by the authorities having jurisdiction. B. Suspension Systems: •• 3,02PREPARATION 2. Special Shapes: In addition to conventional corner bead end control joints, provide U-bead at exposed panel edges. B. The Armstrong Drywall Grid System can be installed in interior or exterior applications. I. Same as for acoustical units. V z A. Clem contact surfaces with o late solvent e d wi dr Immediated before lazi Remove coatis that are not ti htl bonded to C. Joint Materials: ASTM C475/C475M and as recormeded b un bond manufacturer far o t conditions, C. To secure to metal clips, concrete inserts, steel bar joist or steel deck, use power actuated fastener, or insert. Coordinate placement for aPPr tx' Pe Y • Y 9 ng• 9s 9 Y Y 9YPs Pn' Jec Q Q substrates. 1. Tape: 2 inch wide, coated glass fiber tape for joints and corners, except as otherwise indicated. hanger wire spaced as required for expected ceiling loads aid layout. � Q B. Seal porous glazing chapels or recesses with substrate compatible primer or scaler. 2. Tape: 2 inch wide, creased paper tape for joints and corners, except as otherwise indicated. D. Install hanger wire as required with necessary on center spacing to support expected ceiling load requirements, following local practices, C. Prime surfaces scheduled to receive sealent where required For proper sealant adhesion• 3. Ready-mixed vinyl-based joint compoud, codes end regulations. Provide additional wires at light fixtures, grilles, ad access doors where necessary. A pigtail knot shall be used with 2.02A000STICAL UNITS 3.03INSTALLATION, GENERAL 4. Powder-type vinyl-based joint compound. three tight wraps at top and bottom fastening locations. A. Acoustical Panel [C-2]: Painted mineral fiber, A5TM E1264, Class A. X A. Install glazing in compliance with written instructions of glass, gaskets, ad other glazing material manufacturers, unless more stringent 5. Chemical hardening type compound. E, Add additional wire as needed when using compatible clips and accessories. 1. Size: 24 by 24 inches, CS X requirements are indicated, including those in glazing referenced standards. D. Nigh Build Drywall Surfacer: Vinyl acrylic latex-based coating for spray application, designed to take the place of skim coating e d separate F. Control Joints: Roll formed zinc alloy, aluminum, or plastic as required for expansion aid contraction as shown on drawings. 2. Thickness: 3/4 inches. CC z B. Install glazing sealants in accords ce with ASTM CI193, GANA (5M), ad manufacturer's instructions. paint primer in achieving Level 5 finish, G. Expansion Joints: Roll famed zinc alloy, aluminum, or plastic as required for expansion and contraction as shown on drawings. 3. Composition: Mineral fiber. W C. Do not exceed edge pressures around perimeter of glass liter as stipularted by glass manufaturer. E. Screws for Fastening of Gypsum Patel Products to Cold-Famed Steel Studs Less then 0.033 inch in Thickness ad Wocd Members: ASTM H. Main beams shall be suspended from the overhead construction with hanger wire, spaced as required for expected ceiling loads, along the 4. Edge: Flush tegular. CC D. Set glass lites of system with uniform pattern, draw, bow, ani similar characteristics. CI002; self-piercing tapping screws, corrosion resistant, length of the main beans. 5. Surface Color: White. Q E. Set glass fifes in proper orientation so thaat coatings face exterior or interior as indicated, F. Screws for Fastening of Gypsum Panel Products to Steel Members frau 0.033 to 0.112 inch in Thickness: ASTM 0954; steel drill screws, 1, Install cross tees at on center spacing as specified by the drywall manufacturer, Typical drywall cross tee spacing: 6. Product: Tincr-aft #8009• D rz F. Prevent glass from contact with any contaminating substances that may be the result of construction operatios such as, and not limited to corrosion resistant. I. 16 inches on center with 5/8 or 1/2 inch gypsum board 5. Acoustical Panel [C-7]: Painted glass fiber, ASTM E264, Class A. . C� L the following; weld splatter, fire-safing, plastering, mortar droppings, etc. G. Anchorage to Substrate: Tie wire, nails, screws, end other metal supports, of type end size to suit application; to rigidly secure materials 2. 24 inches on center with 5/8 inch gypsum board 1, Size: 48 by 48 inches. Cf) 3.04FIELD QUALITY CONTROL in place. J. Other items such as wood, sheet metal, or plastic panels should be screwed to comply with deflection limit equivalent to that of the 2. Thickness: 7/8 inches. tL A. Glass ad Glazing product manufacturers to provide field suveillance of the installation of their products. PART 3 EXECUTION ceiling installation. 3. Composition: Glass fiber. _ LU Z co Q B. Monitor and report installation procedures aid unacceptable conditions, 3.01 EXAMINATION K. Use charnel molding or agle molding to interface with Drywall Grid System to provide perimeter attachment or to obtain drop soffits, 4. Edge: Square. 0 Cr 0 tV 3,05CLEANING A. Verify that project conditions are appropriate for work of this section to commence, verticals, slopes, etc. 5. Surface Color: White. I- < I- N A, Remove excess glazing materials from finish surfaces immediately after application using solvents or cleaners recommended by 3.02FRAMING INSTALLATION L. To suspend a second ceiling beneath a new or existing drywall ceiling, without breaching the integrity of the upper ceiling, use the Drywall b, Product: Soundscapee Shapes, Hexagon #5444. LJ. n 0 l manufacturers. A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's instructions. Clip. To form a transition from a drywall ceiling to an acoustical ceiling, use the Drywall Transition Clips spaed as required for expected 2,03SUSPENSION SYSTEM(5) Z 0 _ z B. Remove non-permanent labels immediately after glazing installation is complete. B. Suspended Ceilings end Soffits: Space framing and furring members as permitted by standard, lis• A, Metal Suspension Systems - General: Complying with ASTM C635/C635M; die cut and interlocking components, with stabilizer bars, clips, 0 C. Clean glass and adjacent surfaces after sealants arc fully cured, I. Laterally brace entire suspension system, M. For light fixtures (Type G, Type F) use secondary framing cross tees as required to franc opening. splices, and perimeter moldings as required. O W Z Q O a D. Clean glass on both exposed surfaces just prior to Date of Substantial Completion in accordance with glass manufacturer's written 2. Install bracing as required at exterior locations to resist wind uplift. N. Single cross tees in a route hole to be secured by 7/16 inch framing screw or alternative methods. 1. Owner furnished aid Contractor installed. m recommendations. C. Studs: Space studs at 16 inches en center. 3,023.3 INSTALLATION - INTERIOR APPLICATIONS B. Exposed Steel Suspension System: Formed steel, commercial quality cold rolled; heavy-duty. I. Extend ition Frani to hen ht indicated on drawl s. A. Install main beans and cross tees at the en center spacing required for ceiling loading, e d location of in-ceiling services. I. Profile: Tee; q/I6 inch wide face. Q 0 La 3.ObPROTEGTION P� n9 9 n9 A, After installation, mark pone with a' 'X' by using removable plastic tape or paste; do not mark heat absorbing or reflective glass units, 2. Patitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track in accordance with menufacturer's instructions. B. Additional bracing as required by code. 2. Finish: White painted, Z Q Z B. Remove end replace glass that is damaged during construction period prior to Date of Substantial Completion. 3. Petitions Penetrating Ceiling, not Terminating at Structure: Brace top track securely to structure at 48 inches on center, unless 3.033.4 INSTALLATION - RADIUS APPLICATIONS 3. Products: O otherwise indicated. A. Determine the bow or umber (Convex or Concave) in a main roper, a. Suprafine ML. V CI _ I- w SECTION 08 8300 - MIRRORS 4. Partitions Terminating at Structure: Attach top runner to structure, maintain clearance between top of studs e d structure, ad connect B. Establish a jig or pattern on a Flat surface; mark locations to cut main bean; and use four pan head screws to fasten a Radius Clip (RC2) 2.04ACCESSORIES W W Q Q studs to track using specified mechanical devices in accordance with manufacturers instructions; verify free movement of top of stud flat to the web between the bulb end the flange, per the manufacturer's instructions. A. Suppot Charnels ad Hangers: Galvanized steel; size end type to suit application, seismic requirements, ad ceiling system flatness PART 1 GENERAL corrections; do not leave studs unattached to track. C. Install man beams with an center spacing and wire spacing, as needed, to support expected ceiling load, requirement specified, 1.01 SECTION INCLUDES Q A. Glass mirrors. D. Openings: Reinforce openings as required for weight of doors or operable panels, using not less thm double studs at jambs. D. Additional bracing may be required by code, B. Perimeter Moldings: Sane material and Finish as grid. ry E. 5tadard Wall Poring: Install at concrete and masonry walls scheduled to receive gypsum hoed, not mane than 4 inches frau floor and E. Install cross tees at a' center sparing as specified by the manufacturer. I. At Exposed Grid: Provide L-shaped molding for mounting at sane elevation as face of grid. in 1. Amealed float glass. ceilin lines ad abuttin walls, Secure in lace on alternate chapel flan s at maximum 24 inches on center. C. Touch-up Paint: Type and color to match acoustical and grid units. -" g 2. Tempered safety glass. PART 3 EXECUTION xk o 1,02 REFERENCE STANDARDS 1. Orientation: Vertical, 3,01 EXAMINATION /� f rte' . 2. S acin As indicted. SECTION Oq 3000 - TILING ., A. ASTM CI036 - Standard Specification for Flat Glass; 2011. P g PART 1 GENERAL A. Verif existin corditians before starti work. �r r"'� .�" f' • - F. Blocking: Use sheet metal baking secured to studs. Provide blocking for support of wall cabinets, toilet accessories, hardware, opening 1.01 SECTION INCLUDES Y g `" 'f �.. B. ASTM CI503 - Stadard Specification for Silvered Flat Glass Mirror; 2008 (Reapproved 2013). frames, end other wall mounted items reacquiring secure attachment. B. Verify that layout of hangers will not interfere with other work. re_ii r ."T : ,:; _ A, Tile for floor applications. C. GANA (GM) - GANA Glazing Manual; 2008. I. Use wood blockin secured to studs for plumbing fixtures toilet partitions grab bars, handrails ad other items indicated on the 3.02INSTALLATION - SUSPENSION SYSTEM r e." ate xi h .r� -- D• GANA SM GANA Sealant Manual; g ' ' B. Nm-ceramic trim. ( ) - 2 • drawings to be supported with wood blocking. A. Install suspension system in accordance with ASTM C636/C63bM, ASTM E580/E580M, and manufacturers �structians and as supplemented in L i c e n e , r, :9 ( ) ( p 9 ) 3.03A000STIC ACCESSORIES INSTALLATION 1.02 REFERENCE STANDARDS E. GANA TIPS - Mirrors: Handle with Extreme Gore Ti s for the Professional on the Gare end Hmdlin of Mirrors ; 2011. this section. CL£�EL.�tiD, OH i 1.03 SUBMITTALS A, ANSI A108,1a - America' National Standard Specifications for Installation of Ceramic Tile in the Wet-Set Method, with Portland Cement A, Acoustic Insulation: Place tightly within spaces, around cut openirngs, behind ad sound electrical and mechanical items within partitions, B. Rigidly secure system, including integral mechanical and electrical components, for maximum deflection of 1:360. •.• i' A, Product Data on Mirror T s: Submit structural sical ed environmental characteristics size limitatien5 s ial handli ad Mortes; 2014. l ,ZS YPe , PhY , , Pec n9 and tight to items passing through petitions. C. Install after major above-ceiling work is complete. Coordinate thne location of hangers with other work, installation r irements. B. ANSI A108.1b - American National 5tmdard Specifications for Installation of Ceramic Tile an a Cured Portlad Cement Mortar Setting Bed D, H sus sion s stem inde ndent of walls columns ducts i s end cadent. Where car in members are s liced avoid visible 3.04BOARD INSTALLATION _ en9 Pon Y Pe , r r P Pe rY 9 P , with Dr Sot or_Latez-Portland Cement Mortar 1999 Reaffirmed 2010 V* - 1,04 QUALITY ASSURANCE A, Can l with ASTM C840 GA-216 and manufacturer's instructions, Install to minimize butt end joints es iall In hi hl visible locations, y ( )' displacement of face plane of adjacent members. C. ANSI A108.1c - Specifications for Contractors Option: Installation of Ceramic Tile in the Wet-Set Method with Portland Cement Mortar or A. Perform Work in accordance with GANA (GM) ad GANA (SM) for glazing installation methods. 5. Si eY er Non-Rated: Install um bard coiner to franc with ends c d ed s occurri� over firm berrin . E, Where ducts or other equipment prevent the regular spacing of hangers reinforce the neor•est affected hangers and related carrying LQl' 9YPs �' g Installation of Ceramic Tile on a Cured Portland Cement Mortes Bed with Dry-Set or Latex-Portland Cement; 1999 (Reaffirmed 2010). ' e 1,05 FIELD CONDITIONS 1. Exception: Tapered edges to receive joint treatment at right angles to framing. channels to spm the extra distance. A. Do not install mirrors when ambient tem ature is less then 50 d ees F. D. ANSI A108.4 - American National Stallard Specifications for Installation of Ceramic Tile with Organic Adhesives or Water Cleanable E per egr C. Double-Layer Nan-Rated: Use gypsum board for first layer, placed pooped to framing or furring members, with ends and edges occurring F. Do not support components on main rumors or cross runners iF weight causes total dead load to exceed deflection capability, 1972 B. Maintain minimum ambient tem nature before durin c d 24 hours after installation of lazin can ands. Tilt-Setting Epoxy Adhesive; 2009 (Revised). ppo.t g pp lay ger , pport pones pend y Pe , 9 g 9 Po over firm bearing. Use glass mat faced gypsum board at exterior walls and at other locations as indicated, Place second layer E. AN51 A108,5 - America' National Stallard 5 iflcations for Installation of Ceramic Tile with -Set Portland Comment Mortar or G, Su fixture loads usin su lemon ha' s located within 6 inches of each corner or su can is nide entl . ,0 1.06 WARRANTY perpendicular to framing or furring members. Offset joints of second layer from joints of first layer. �' H, Do not eccentrically load system or induce rotation of runners. A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements. D. Fire-Rated Construction: Install sum board in strict corn lice with r Irements of assembl listi Latex-Portle d Cement Mortar; 1999 (Reaffirmed 2010). 1 I. Perimeter Molding: Install at intersection of ceiling and vertical surfaces ad at junctions with other interuptions. SFEEET w 8, Provide five ear manufacturer warrent for reflective coati on mirrors and re lament of sane, gYP P y F. ANSI A108.6 mericn National Stadcrd Specifications for Installation of Ceramic Tile with Chemical Resistant, Water Ceenable I. Use 1 st atical len ths. e Y Y n9 P E. Exterior Sheathing: Comply with ASTM C1280. Install sheathing vertically, with edges butted tight ad ends occurring over firm bearing. Pr 9 PART 2 PRODUCTS F. Cementitious Baking Board: Install over steel framing members aid wood framing members where indicated, in accordance with ANSI Tile-Setting and -Grouting Epoxy; 1999 (Reaffirmed 2010). 2. Overlap and rivet comers. '--a U 2.01 MATERIALS I G, ANSI A108.8 - America' National Standard Specifications for Installation of Ceramic Tile with Chemical Resistant Firm Resin Mortar ad 3.031NSTALLATION - ACOUSTICAL UNITS A108.11 and manufactuer s instructions. AO O5 3 A, Mirror Design Criteria: Select materials and/err provide supports as required to limit mirror rnnaterial adeflectian to 1/200, or to the flexure G• Installation on Metal Framing: Use screws for artt clment of gypsum board except face layer of non-rated double-layer assemblies, which Grout; 1999 (Raiffinmed 2010). A, Install acoustical units in accordance with menufacturer's instructions. o � a-e4 ■ Plot Date: 1/24/2019 SECTION 09 7200 - NALL COVERI\GS 2. Semi-gloss: Two coats of latex enamel; MPI #153, unless noted otherwise. SECTION 10 5617 - NALL MOUNTED STANDARDS AND SHELVING PART 1 GENERAL H. Galvanized Metals, Latex, 3 Coat: PART 1 GENERAL 1,01 SECTION INCLUDES 1. One coat galvanize primer. 1,01 SECTION INCLUDES • A. Surface preparation and prime painting. 2. Semi-gloss: Two coats of latex enamel; MPI #153, unless noted otherwise. A. Shelf standards, brackets, and accessories. B. Wall coven I. Fabrics/Insulation Jackets, Alkyd, 3 Coat: B. Closet rods for mountingon brackets. 1.02 REFERENCE STANDARDS 1. One coat of alkyd primersealer. _f„ C. See drawings for locations and configurations. till 2. Flat: Two coats of alkyd enamel; MPI 149unless noted otherwise. A, A5111 FM - Standard Test Method for Surface Burning Characteristics of Building Materials; 2017. ' 1.02 SUBMITTALS _ B. ASTM F793/F793M - Standard Classification of Wall Coverings by Use Characteristics; 2015. 2.O4PRIMERS A. Product Data: Manufacturer's data sheets on each product to be used. 1.03 SUBMITTALS A. Primers: Provide the following unless other primer is rewired or recommended by manufacturer of top coats. 1.03 DELIVERY, STORAGE, AND HANDLING 1. Interior/Exterior Latex Block Filler; MPI #4. A. Product Data: Provide data on wallcovering adhesive and primer. A. Store products under cover and elevated above grade. 0 2. Interior Latex Primer Sealer; MPI #50. 1.04 QUALITY ASSURANCE3. Interior Water Based Primer for Galvanized Metal; MPI #134. B. Store products in manufacturer's unopened packaging until ready for installation. A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with minimum three years of 4. Latex Primer for Interior Wood; MPI 159. PART 2 PRODUCTS documented experience. 2.01 MATERIALS 2.05ACGESSORY MATERIALS B. Installer Qualifications: Company specializing in performing work of the type specified and with at least three years of documented A. AccessoryMaterials: Provide primers, sealers clearing agents, cleaning cloths, sand' materials, and clean-u materials as re aired for A. Rods, shelves, cleats and brackets provided by Omer. , ng 9 in9 P q experience. final completion of painted surfaces. B. Fasteners: Screws as recommended by manufacturer for intended application or as otherwise required by project conditions. 1.05 DELIVERY, STORAGE, AND HANDLINGPART 3 EXECUTION B. Patching Material: Latex filler. A. Inspect roll materials at arrival on site, to verify acceptability. 3.01 EXAMINATION ABERCROMBIE & FITCH CO. C. Fastener Head Cover Material: Latex filler. B. Protect packaged adhesive from temperature cycling and cold temperatures. PART 3 EXECUTION A. Do not begin installation until substrates have been properly prepared. 6301 FITCH PATH C. Do not store roll goods on end. 3.01 EXAMINATION B. If substrate preparation is the responsibility of mother installer, notify Architect of unsatisfactory preparation before proceeding. NEW ALBANY, OHIO 43054 1.06 FIELD CONDITIONS 3.02PREPARATION Do not begin application of paints and finishes until substrates have been properly prepared. 3.02PREPARATION A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the adhesive or wall A. Clean surfaces thoroughly prior to installation, 614-283-6500 B. Verify that surfaces arc ready to receive work as instructed by the product manufacturer. covering product manufacturer. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially effect proper B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project B, Maintain these conditions 24 hours before, during, and after installation of adhesive aid wall covering. conditions. application. C. Provide lighting level of 80 ft candles measured mid-height at substrate surfaces. D. Test shop-applied primer for compatibility with subsequent cover materials. 3.03SHELVING AND CLOTHES ROD INSTALLATION PART 2 PRODUCTSE. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are A. Cut shelf cleats at ends of shelves about 1/2 inch less than width of shelves and sand exposed ends smooth. 2.01 WALL COVERINGSbelow the following maximums: B. Install shelf cleats by fastening to framing or backing with finish nails or trim screws, set below face and filled. Space fasteners not more A. General Requirements: I. Gypsum Wallboard: 12 percent. than Ib inches o.c. I. Surface Burning Characteristics: Flare spread/Smoke developed index of 25/50, maximum, when tested in accordance with ASTM E84. 2. Plaster and Stucco: 12 percent. C. Install shelf brackets according to manufacturer's written instructions, spaced not more than 32 inches o.c. Fasten to framing members, B. Wall Covering - Type WC-9: Dreamscape, custom printed fabric-backed vinyl roll stock. 3. Masonry, Concrete, and Concrete Masonry Units : 12 percent, blocking, or metal backing, or use toggle bolts or hollow wall anchors. 1. Owner furnished. 4. Interior Wood: 15 percent, measured in accordance with ASTM D4442, D. Cut shelves to neatly fit openings with only enough gap to allow shelves to be removed and reinstalled. Install shelves, fully seated on 0 2. Contractor installed. 3.02PREPARATION cleats, brackets, and supports. 0 0 3. Conform to ASTM F793/F793M, Category V, Type II. 3.04PROTECTION 0 .q 4. Manufacturers: A. Clean surfaces thoroughly and correct defects prior to application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project A. Protect installed products until completion of project. W a, a. Roysons Corporation: www.roysons.com. conditions, 8. Touch-up, repair or replace damaged products before Substantial Completion. an o C. Wall Covering - Type WC-10: Karagraphics, custom printed Fabric-backed vinyl roll stock. C. Remove or repair existing paints or finishes that exhibit surface defects. I. Owner famished. D. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing 2. Contractor installed. PP , 9 , 9 9 , tx Pa 9 cc 3. Conform to ASTM F793/F793M, Category V, Type II. surfaces or finishiing. >,,,5 0 i 0 O 4. Manufacturers: E. Seal surfaces that might cause bleed through or staining of topcoat. 0 �, o a. Korographics / Koroseal Interior Products: www.korographics.com. F. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and E mi ' allow surface to dry. w C co D. Adhesive: Type recommended by wall covering manufacturer to suit application to substrate, - , N E. Substrate Filler: As recommended by adhesive and wall covering manufacturers; compatible with substrate. G. Concrete: 0 0 F. Substrate Primer and Sealer: As recommended by adhesive aid wall covering manufacturers; compatible with substrate. 1. Remove release agents, curing compounds, efflorescence, and chalk. Do not coat surfaces if moisture content or alkalinity of surfaces PART 3 EXECUTION to be coated exceeds that permitted in manufacturer's written instructions. 3.01 EXAMINATION 2. Clean concrete according to ASTM D4258. Allow to dry. eg la A. Verify that substrate surfaces are prime painted and ready to receive work, and conform to re pirements of the wall covering 3. Prepare surface as recommended by top coat manufacturer and according to SSPC-SP 13. + manufacturer, H. Masonry` Z B. Measure moisture content of surfaces using an electronic moisture meter. Do not apply wall coverings if moisture content of substrate 1. Remove efflorescence and chalk. Do not coat surfaces if moisture content or alkalinity of surfaces or if alkalinity of mortar joints exceeds level recommended by wall covering manufacturer, exceed that permitted in manufacturers written instructions. Allow to dry. 0 w 2. Prepare surface as recommended by top coat manufacturer. 3.02PREPARATION H momm I. Gypsum Board: Fill minor defects with filler compound. Spot prime defects after repair. A. Fill cracks in substrate and smooth irregularities with Ile; sand smooth. Cio B. Wash impervious surfaces with tetra-sodium phosphate, rinse and neutralize; wipe dry. J. Plaster: Fill hairline cracks, small holes, and imperfections with latex patching plaster. Make smooth and flush with adjacent surfaces. „�, sli C. Surface Appurtenances: Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and fittings prior to preparing Wash and neutralize high alkali surfaces. ,11 surfaces or finishing. K. Insulated Coverings: Remove dirt, grease, and oil from canvas and cotton. • D. Surfaces: Correct defects and clean surfaces that affect work of this section. Remove existing coatings that exhibit loose surface defects. L. Aluminum: Remove surface contarninatim and oils and wash with solvent according to SSPC-SP 1. I 0 ILL E. Gypsum board surfaces shall receive a level 5 finish in areas indicated on drawings. M. Copper: Remove contamination by steam, high pressure water, or solvent washing. F. Apply two coats of primer sealer to substrate surfaces. Allow to dry. Lightly said smooth. N. Galvanized Surfaces: G. Vacuum clean surfaces free of loose particles. 1. Remove surface contamination and oils and wash with solvent according to SSPC-SP I. 3.03INSTALLATION 2. Prepare surface according to SSPC-SP 2. A, Apply adhesive and wall covering in accordance with manufacturer's instructions. 0. Ferrous Metal: B. Apply adhesive to wall surface immediately prior to application of wall covering. I. Solvent clean according to SSPC-SP I. 2. Shop-Primed Surfaces: Sand and scrape to remove loose primer antouch-up p d rust. Feather edges to make atches inconspicuous. C. Apply wall covering smooth, without wrinkles, gaps or overlaps. Eliminate air pockets and ensure full bond to substrate surface. [r Clean surfaces with solvent. Prime ba-e steel surfaces. o D. Butt edges tightly. 1- > 3. Remove rust, loose mill scale, and other foreign substances using using methods recommended in writing by paint manufacturer and w E. Horizontal seams are not acceptable. U F. Do not seam within 2 inches of internal corners or within 6 inches of external carers, blast cleaning according to SSPC-SP 6 'Commercial Blast Clearing'. Protect from corrosion until coated. > `t G. Install wall covering before installation of bases and items attached to or spaced slightly from wall surface. P. Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, crd sappy sections with Y - H. Do not install wall covering more then 1/4 inch below top of base. sealer. Fill nail holes and cracks after primer has dried; sand between coats. Back prime concealed surfaces before installation. w v O Q I. Where wall covering tucks into reveals, or metal wallboard or plaster stops, apply with contact adhesive within 6 inches of wall covering Q. Wood Doors to be Field-Finished: Seal wood door top and bottom edge surfaces with clew sealer. V Q w n-- v > Ca R. Metal Doors to be Painted: Prime metal door top aid bottom edge surfaces. - z H 1- < v p termination. Ensure full contact haul. 3.03APPLICATION J. Remove excess adhesive while wet from sear before proceeding to next wall covering sheet. Wipe clean with dry cloth. o w Q w w p 3.04CLEANING A. Remove unfinished lowers, grilles, covers, and access panels on mechanical and electrical components and paint separately. 5 cY wz A. Clean wall coverings of excess adhesive, dust, dirt, and other contoninaits. B. Apply products in accordance with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Xi o 1- L7 Q Q B. Reinstall wall plates anManual" d accessories removed prior to work of this section. i ' i 16 Q V D 3.05PROTECTION C. Where adjacent sealant is to be painted, do not apply finish coats until sealant is applied. A. Do not permit construction activities at or near finished wall covering meas. D. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. 1-: E. Apply each coat to uniform appearance in thicknesses specified by manufacturer. SECTION Oq 9123 - INTERIOR PAINTING F. Dark Colors and Deep Clear Colors: Regardless of number of coats specified, apply as may coats as necessary for complete hide. PART 1 GENERAL G. Said wood aid metal surfaces lightly between coats to achieve required finish. H. Vacuum clean surfaces of loose paticles. Use tack cloth to remove dust and particles just prior to applying next coat. 1.01 SECTION INCLUDES I. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. A. Surface preparation. 3.04PROTECTION - B. Field application of paints. A. Protect finishes until completion of project. C. Scope: Finish interior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following: B. Touch-up damaged finishes after Substantial Completion. 1. Prime surfaces to receive wall coverings, 2. Mechanical and Electrical: a. In finished areas, paint insulated and exposed pipes, conduit, boxes, insulated and exposed ducts, hangers, brackets, collars and SECTION 10 2800 - TOILET, BATT-I, AND LAUNDRY ACCESSORIES °C supports, mechanical equipment, c d electrical eq iprnent, unless otherwise indicated. b. In finished areas, paint shop-primed items. PART 1 GENERAL D. Do Not Paint or Finish the Following Items: 1.01 SECTION INCLUDES I. Items factory-finished unless otherwise indicated; materials and products having factory-applied primers are not considered factory A, Carrnercial toilet accessories. finished. 5. Under-lavatory pipe supply covers. 2. Items indicated to receive other finishes. C. Electric hand/hair dryers. ■ 3. Items indicated to remain unfinished. D. Utility room accessories, 1 0 4. Fire rating labels, equipment serial number aid capacity labels, bar code labels, and operating parts of equipment, 1.02 REFERENCE STANDARDS lb 5. Floors, unless specifically indicated. A. ADA Standards - Americans with Disabilities Act (ADA) Standards for Accessible Design; 2010. 6. Glass. B. ASTM A269/A269M - Standard Specification for Seamless and Welded Austenitic Stainless Steel Tubing for General Service; 2015a. 7. Concealed pipes, ducts, and conduits. C. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, aid Flat Bar; 2015. co 1.02 REFERENCE STANDARDS D. ASTM C1036 - Standard Specification for Flat Glass; 2011. Q w A. ASTM D4258 - Standard Practice for Surface Cleaning Concrete for Coating; 2005 (Reapproved 2017). E. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror; 2008 (Reapproved 2013). 0 H. 8. A5111 D4442 - Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Based Materials; 2016. 1.03 ADMINISTRATIVE REQUIREMENTS Qco C. MPI (APL) - Master Painters Institute Approved Products List; Master Painters and Decorators Association; Current Edition. A. Coordinate the work with the placement of internal wall reinforcement, concealed ceiling supports, and reinforcement of toilet partitions to 1 lwir _' < D. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current Edition. receive anchor attachments. Q ce nz E. SSPC-SP I - Solvent Cleaning; 2015, 1,04 SUBMITTALS p F. SSPC-SP 2 - Hand Tool Cleaning; 1982 (Ed. 2004). A. Product Data: Submit data on accessories describing size, finish, details of function, and attachment methods. (n (n G. SSPC-SP b - Commercial Blast Cleaning; 2007. PART 2 PRODUCTS 0 Q Q H. SSPC-SP 13 - Surface Preparation of Concrete; (Reaffirmed 2015); 2003. 2.01 MATERIALS m 1.03 QUALITY ASSURANCE A. Accessories - General: Shop assembled, free of dents and scratches and packaged complete with anchors and fittings, steel anchor plates, A. Applicator Qualifications: Company specializing in performing the type of work specified with minimum three years experience, adapters, and anchor components for installation. X 1.04 DELIVERY, STORAGE, AND HANDLING 5. Keys: Provide six keys for each accessory to Owner. N X A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. C. Stainless Steel Sheet: ASTl1 Abbb, Type 304. f\ B. Container Label: Include manufacturer's name typeofpaint, brand name lot number, brand code, coverage, surface preparation, drying P. Stainless Steel Tubing: ASTM A269/A269M, Grade TP304 or TP316. C1 ' ` ' E. Mirror Glass: Arrealed float glass, ASTM C1036 Type I, Class I, Quality 02, with silvering, protective and physical characteristics time, cleanup requirements, color designation, aid instructions for mixing and reducing, complying with ASTM C1503. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F and a maximum of 90 degrees F, in ventilated area, and as Y required by manufacturer's instructions. 2.02COMMERCIAL TOILET ACCESSORIES 1,05 FIELD CONDITIONS A. Toilet Paper Dispenser: As indicated on drawings. U A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product B. Soap Dispenser: As indicated on drawings. manufacturer. C. Coat Hook: As indicated on drawings. CO B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and D. Mirrors: Stainless steel framed, 1/4 inch thick annealed float glass; ASTM CI036. COU humidity and temperature limitations. 1. Amealed Float Glass: Silvering, protective and physical characteristics in compliance with ASTM C1503. C. Provide lighting level of 80 ft candles measured mid-height at substrate surface. 2. Size: As indicated on drawings. W PART 2 PRODUCTS E. Grab Bars: Stainless steel, nonslip grasping surface finish. (,,w Z 2.01 MANUFACTURERS 1. Standard Duty Grab Bas: Q Q a. Push/Pull Point Load: 250 pound-farce, minimum, a A. Provide paints and finishes from the some manufacturer to thio greatest extent possible. b. Dimensions: I-1/4 inch outside diameter, minimum 0.05 inch wall thickness, exposed flange mounting, 1-1/2 inch clearance between 0 �p I. Substitution of other products by the same manufacturer is preferred over substitution of products by a different manufacturer. wall and inside of grab bar. 2. Substitution of a different paint system using MPI-approved products by the sane manufacturer will be considered. c. Length and Configuration: As indicated on drawings. 2.02PAINTS AND FINISHES - GENERAL 2.03UNDER-LAVATORY PIPE AND SUPPLY COVERS A. Paints and Finishes: Ready mixed, unless intended to be a ffield-catalyzed paint. x 1. Where MPI paint numbers are specified, provide products listed in Master Painters Institute Approved Product List, current edition A. Under-Lavatory Pipe and Supply Covers: Z 1. Insulate exposed drainage piping including hot, cold, and tempered water supplies under lavatories or sinks to comply with ADA p available at www.paintinfo.con, for specified MPI categories, except as otherwise indicated. LU _ 2. Provide paints and finishes of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with Standards. CC good flow and brushingproperties, and capable of i or curia free of streaks or sags. 2. Exterior Surfaces: Smooth non-absorbent, non-abrasive surfaces. Pr Pe P drying9 3. Provide materials that are compatible with one another and the substrates indicated under conditions of service and application, as 3. Cola: White. 2A4ELECTRIC HAND/HAIR DRYERS demonstrated by manufacturer based on testing and field experience. A. As indicated on drawings. a 4. Supply each paint material in worthy required to complete entire project's work from a single production run. 2.05UTILITY ROOM ACCESSORIES a 5. Do not reduce, thin, or dilute paint or Finishes or add materials unless such procedure is specifically described in manufacturer's product A. Mop Rack: As indicagted on drawings. instructions. Z (L Z co Q B. Flammability: Comply with applicable code for surface burning characteristics. B. Mop Sink Hose Holder: As indicated on drawings. 0 < N C. Sheens: Provide the sheens specified; where sheen is not specified, sheen will be selected later by Architect from the manufacturer's full PART 3 EXECUTION line. 3.01 EXAMINATION W < 1-1° 0 1` CC A. Verify existing conditions before starting work. Z OD Z D. Colors: As indicated on drawings. os C� -• U I. In finished areas, finish pipes, ducts conduit, and equipment the sane color as the wall/ceilingtheyare mounted on/under. B. Verify exact location of accessories for installation. P Pe , , e4!'Pm C. For electrically-operated accessories, verify that electrical power connections are ready and in the correct locations. z Ili O 2.03PAINT SYSTEMS - INTERIOR 3.02PREPARATION 0 A. Interior Surfaces to be Painted, Unless Otherwise Indicated: Including gypsum board, concrete, concrete masonry units, brick, wood, A. Deliver inserts and rough-in frames to site for timely installation. m Q Q O plaster, uncoated steel, shop primed steel, galvanized steel, and aluminum. B. Provide templates aid rough-in measurements as respired. Q r12 F- 0 0 I. Two top coats and one coat primer. 3.031NSTALLATION V (� Z LA 2. Top Coat(s): Interior Latex; MPI #43, 44, 52, 53, 54, or 114. A. Install accessories in accordance with manufacturers' instructions in locations indicated on the drawings. - CC Z Q0 3. TopCoat Sheen, unless noted otherwise on drawings: 1�- -- Z a. Flat: MPI gloss level I; use this sheen for ceilings and other overhead surfaces. 5. Install plumb and level, securely and rigidly anchored to substrate. V -I- b b. Eggshell: MPI gloss level 3; use this sheen at all locations. G. Mounting Heights: As required by accessibility regulations, unless otherwise indicated. J 3.04PROTECTION W W Q � � Q 4. Primer: As recommended by top coat manufacturer for specific substrate. A. Protect installed accessories from damage due to subsequent construction operations. Cl- m La O 0 B. Medium Duty Door/Trim: For surfaces subject to frequent contact by occupants, including metals and wood: (/) Q �j a) Q. (n sc . 1. Medium duty applications include doors, door frames, railings, handrails, guardrails, and balustrades. 2. Two top coats and one coat primer. -,,,--"-.`„' ..,,.r-.-"f-2 Q 3. Top Coat(s): High Performance Architectural Interior Latex; MPI #139, 140, or 141. I,f'` '`= rc �riv' 0 4. Top Coat Sheen: '.;`• fe F a a. Semi-Gloss MPI gloss level 5; use this sheen unless noted otherwise. 12 5. Primer: As recommended by top coat manufacturer for specific substrate. C �` ,,+� .p :�'rf. a C. Dry Fall: Metals; exposed structure and overhead-mounted services or as indicated on drawings, including shop primed steel deck, structural �,.. steel, metal fabrications, galvanized duds, alvanized conduit, andgalvanizedpiping. f tl_ �' ` ,......4- 2 °-- -- - ^: 9 1. Shop primer by others. 2. One top coat . License = h c9 LEN 3 3. Top Coat: Latex Dry Fall; MPI CIS, 155, or 226. �C E L�.� ll1 C�H 4. Top Coat Sheen: i a. Flat: MPI gloss level I; use this sheen unless noted otherwise. 4 OF OV*- - D. Wood, Opaque, Latex, 3 Coat: LL I. One coat of latex primer sealer. 92 2. Semi-gloss: Two coats of latex enamel; MPI #54,unless noted otherwise. E. Concrete/Masonry, Opaque, Latex, 3 Coat: I. One coat of block filler. 11972 2. Flat: Two coats of latex enamel; MPI 1:53, unless noted otherwise. ZLi, F. Ferrous Metals, Unprimed, Latex, 3 Coat: SHEET 1. One coat of latex primer. to-,0 2. Semi-gloss: Two coats of latex enamel; MPI #153, unless noted otherwise. N m G. Ferrous Metals, Primed, Latex, 2 Coat: oI. Touch-up with latex primer. AO.06 ego Il Plot Date: 1/24/2019 RESPONSIBILITY SCHEDULEI RESPONSIBILITY SCHEDULE • A&F DOMESTIC#XXXXX OWNER OWNER OWNER LANDLORD LANDLORD N/A COMMENTS A&F DOMESTIC#XXXXX OWNER OWNER OWNER LANDLORD LANDLORD N/A COMMENTS OWNER!LANDLORD RESPONSIBILITY SCHEDULE FURNISHED INSTALLED TERMINATED FURNISHED INSTALLED OWNER! LANDLORD RESPONSIBILITY SCHEDULE FURNISHED INSTALLED TERMINATED FURNISHED INSTALLED PLEASE NOTE:IF ITEM IS NOT LISTED,IT IS GC RESPONSIBILITY FOR PROCUREMENT AND INSTALL PER THE CONSTRUCTION DOCUMENTS PLEASE NOTE:IF ITEM IS NOT LISTED.IT IS GC RESPONSIBILITY FOR PROCUREMENT AND INSTALL PER THE CONSTRUCTION DOCUMENTS t-41 I I _ - DIVISION 21 -FIRE SUPRESSION DIVISION 01 -GENERAL REQUIREMENTS 21.01 ISYSTEM TAP I I I I X I 'EXISTING TO REMAIN ASIS. 01.01 CONSTRUCTION BARRICADE GRAPHICS X X0 DIVISION 23 -HVAC • 01.02 CONSTRUCTION BARRICADE PROVIDED&INSTALLED BY LANDLORD @ TENANTS EXPENSE - 23.01 HVAC EQUIPMENT(RTU,ACU,ACCU,VAV) REFER TO HVAC EQUIPMENT SCHEDULE FOR RESPONSIBILITES DIVISION 02-EXISTING CONDITIONS 23.02 HVAC AIR DEVICES X ` 02.01 (SELECTIVE DEMOLITION I I I I I (ALL DEMOLITION BYGC U.N.O. 23.02 ENERGY MANAGEMENT SYSTEM(EMS)PANEL X x DIVISION 05-METALS 23.03 EMS SENSORS X X INSTALL PER APPROVED SHOP DRAWINGS 05.01 STOREFRONT METAL BASE X r 05.02 STOREFRONT MALL TRANSITION TRIM X ABERCROMBIE & FITCH CO. 23.03 EMS CURRENT OPERATED SWITCH X X INSTALL PER APPROVED SHOP DRAWINGS 6301 FITCH PATH 05.03 STOREFRONT METAL FLOOR TRANSITION X NEW ALBANY, OHIO 43054 23.04 EMS CONTROLS CABLE X x INSTALL PER APPROVED SHOP DRAWINGS;G.C.TO FURNISH,INSTALL ' 05.04 METAL TRIM FOR ROLLING GRILLE SLOT X AND TERMINATE ALL HVAC EQUIPMENT(NON-EMS)CONTROL WIRE 614-283-6500 05.05 I STICK SYSTEM DISPLAY FIXTURE X I ( INCLUDES MOUNTING PLATES,DISPLAY COMPONENTS AND HARDWARE 23.04 EMS CONTROLS COMISSIONING X X GC TO PROVIDE AIR AND WATER BALANCE PER OWNER 05.06 'STORY DISPLAY(MAIN AND DENIM) X I ( GC PROVIDES PLYWOOD SUBSTRATES FOR DECK REQUIREMENTS ` 05.07 'METAL MIRROR FRAMES X I MIRRORS BYGC,U.N.O. DIVISION 26 -ELECTRICAL 1, 26.01 DOOR BELL BUZZER SYSTEM X AUTOMAT DISPLAY FIXTURE-INCLUDES MOUNTING 26.02 DIMMING SYSTEM AND ENCLOSURE X 05.08 BRACKET,SUPPORT RAILS AND DISPLAY CUBES X 26.03 ENERGY CHECK METER X SEE E120 FOR DETAILS DIVISION 06-WOOD, PLASTICS AND COMPOSITES 26.04 FITTING ROOM OCCUPANCY SYSTEM X X X GC TO PROVIDE CONDUIT AS SHOWN ON DRAWINGS PRE-FINISHED WOOD TRIM,CASING,CROWN,&FR 06.01 WALL BASE X CUTTING STOCK LENGTHS,INSTALLATION AND TOUCH-UP BYGC o E 26.05 EMERGENCY LIGHTING INVERTER AND ECP-A RELAYS X I SEE E1.20 FOR DETAILS WALL CASE COMPONENTS BATTENS,SUPPORTS, 0 0 26.06 LIGHT FIXTURES,TRACK&ACCESSORIES REFER TO ELECTRICAL EQUIPMENT SCHEDULE FOR RESPONSIBILITES I 06.02 PRE-FINISHED PANELS,SHELVES,STANDARDS, BASE X 0 a� 6 26.07 LAMPS X LED LIGHT BULBS &TOUCH UP PAINT 5 ro 26.08 ELECTRICAL PANELS PROVIDED BY G.C. - o MAIN CASHWRAP COMPLEX-CASHWRAP,BACKWRAP, a d. x 26.09 LIGHTING CONTACTORS&ENCLOSURE X i 06.03 TRAYS, HABERDASHERY AND COUNTERTOPS X t° `r >, I 0 c DIVISION 27-COMMUNICATIONS 1E 0 06.04 CONCIERGE CASHWRAP X >"p o 27.01 TELECOMMUNICATIONS OUTLETS X I X X ► 0 v 06.05 SECONDARYCASHWRAP X E •o 27.02 TELECOMMUNICATIONS WIRING X IX X ro r; ` FITTING ROOM MILLWORK-PRE-FINISHED DOORS w C 27.03 POINT OF SALE(POS) EQUIPMENT X I x x 06.06 AND JAMBS X o > N 27.04 WIRELESS ACCESS POINTS(WAP) X I X X 06.07 FITTING ROOM MILLWORK-CABINETS AND X civ U c'v 0cci COMPON NTS 27.05 PEOPLE COUNTER EQUIPMENT X X X BMOY C TING ENCLOSURES BY OWNER AND CONDUIT W/PULL STRINGS '.C. 06 08 FITTING REOOM MILLWORK-PRE-FINISHED FACE TRIM X CUTTING STOCK LENGTHS, INSTALLATION AND TOUCH-UP BY GC I 27.06 PEOPLE COUNTER WIRING X X x I - AND STOPS PERSONAL SHOPPING MILLWORK-PRE-FINISHED 27.07 TELECOMMUNICATIONS(IT)CABINET AND EQUIPMENT x x x 06.09 SLIDING DOORS,JAMBS AND HARDWARE X IIS 06.10 (PERSONAL SHOPPING MILLWORK-MIRROR BOXES I I X 27.08 AUDIO SYSTEM SPEAKERS X X I X I I ' PERSONAL SHOPPING MILLWORK-PRE-FINISHED 88911118 27.09 AUDIO SPEAKER MOUNTING HARDWARE X X I X IG.C.TO SUPPLY&INSTALL BLOCKING. REFER TO UE6.10 FOR SCOPE. 06.11FACE TRIM AND STOPS X CUTTING STOCK LENGTHS, INSTALLATION AND TOUCH-UP BYGC '°• CO 27.10 AUDIO SYSTEM RACK&EQUIPMENT X X I X EQUIPMENT INCLUDES VOLUME CONTROLS 06.12 IT&G WOOD SIDING(SSB) X INCLUDES S4S AND PRE-ROUTED PLANKS WKS 27.11 AUDIO SYSTEM WIRING X I X X SEE WIRE SPES ON E4.00,G.C.TO PROVIDE WIRE ' 06.13 (STEAMER TRUNK CABINETS,SHELVES AND RAILS X ig 27.12 HOCKEY USB POWER GROMMET X I X X I 06.14 STEAMER TRUNK LADDER,RAILS AND HARDWARE X X • DIVISION 28 -ELECTRONIC SAFETY AND SECURITY 06.15 DENIM DISPLAY CABINETS X 28.01 ELECTRONIC ARTICLE SURVEILLANCE(EAS) X X X " 06.16 DENIM DISPLAY UNISTRUT X I CONTROL PANEL I. 06.17 PRE-FINISHED WOOD BASE X 28.02 EAS POWER PACK X X X I G.C.TO FURNISH AND INSTALL POWER 1. 06.18 HALL OF MIRRORS-MIRROR BOXES X 28.03 EPS ANTENNA X X X , 06.19 IHALL OF MIRRORS-FACE TRIM I X 28.04 EAS SPEAKER X X I X ` 06.20 PRE-FINISHED WOOD BASE X CUTTING STOCK LENGTHS, INSTALLATION AND TOUCH-UP BYGC aL GC TO PROVIDE CABLE TRAY&CONDUIT.GC TO FURNISH&INSTALL 0 w 28.05 EAS WIRING X X X POWER ' 06.21 UN-FINISHED PAINTED WOOD BASE X CUTTING STOCK LENGTHS, INSTALLATION AND FINAL PAINTING BYGC ua V H 28.06 CCTV SECURITY CAMERAS X I x X G.C.TO FURNISH&INSTALL POWER DIVISION 08-THERMAL AND MOISTURE PROTECTION • F. < w 28.07 DVR X I X X 08.01 STOREFONT ENTRY DOORS&HARDWARE REFER TO DOOR SCHEDULE FOR RESPONSIBILITIES Lu w Z ifi 28.08 CCTV MONITORS X X X 08.02 STOREFRONT OVERHEAD ROLLING GRILLE X C9 n w S 28.09 CCTV CAMERA CABLE X X X CATS or CAT6 CABLE. ' 08.03 STOREFRONT SIDE FOLDING ENCLOSURE X > al a z1 I- QI- O 1 28.10 BURGLAR ALARM SYSTEM(BAS)SECURITY PANEL X EXTERIOR LOCATIONS ONLY INTERIOR DOORS,FRAMES AND ACCOMPANYING Ll U Z co Q I 08.04 REFER TO DOOR SCHEDULE FOR RESPONSIBILITIES .•_t u.t 28.11 BAS SECURITY KEYPAD X EXTERIOR LOCATIONS ONLY HARDWARE a Q 28.12 BAS SECURITY DOOR CONTACTORS X EXTERIOR LOCATIONS ONLY 08.05 STOREFRONT WINDOW FRAME AND GLAZING ( I x 08.06 FITTING ROOM MIRRORS ALL OTHER MIRRORS BYGC EXTERIOR LOCATCS 6 ki Ci 28.13 BAS SECURITY MOTION DETECTOR X COLOR FOR�EIOS/NRS ONLY. G.C.TO PLANT HOUSING/�DJECENT EA 08.07 FITTING ROOM GLAZING I I x cLl H 6 28.14 BAS SECURITY WIRING I X IEXTERIOR LOCATIONS ONLY 08.08 PERSONAL SHOPPING MIRRORS I I x 08.09 PERSONAL SHOPPING GLAZING I I X DIVISION 09-FINISHES 09.01 (FLOORING-DENIM MOSAIC TILE X SETTING MATERIALS AND GROUT BYGC 09.02 FLOORING-DENIM PORCELAIN TILE X SETTING MATERIALS AND GROUT BY GC 09.03 FLOORING-BOUTIQUE MOSAIC TILE X SETTING MATERIALS AND GROUT BY GC 09.04 FLOORING-STORY PORCELAIN TILE X UNDERLAYMENT,SETTING MATERIALS AND GROUT BY GC 09.05 FLOORING-CORK X MOISTURE BARRIER AND ADHESIVE BYGC 09.06 FLOORING-VINYL X I MOISTURE BARRIER AND ADHESIVE BYGC 09.07 (FLOORING-WALK-OFF ENTRY MAT I X EXTERIOR LOCATIONS ONLY. 09.08 (STOREFRONT CURTAIN AND MOUNTING TRACK I X 09.09 IWALLCOVERING-WALL AND CEILING MATERIAL I X GC PROVIDES PRIMER AND ADHESIVE. 09.10 IVITRA6PLACCESSORYWALL SYSTEM I X GC PROVIDES POWER ■ 09.11 VITRA6 ACCESSORY WALL SYSTEM X 1 R Q 09.12 VITRA MONO WALL SYSTEM X INCLUDES HARDWARE,FINISH PANELS,BRASS TRIM AND MOUNTING I.) CLEATS DIVISION 10-SPECIALTIES 10.01 STOREFRONT SIGNAGE,DECALS,BLADE SIGN X DOMESTIC X GC TO PROVIDE POWER AND BLOCKING. BLADE SIGN BRACKET BY G.C. ONLY PURCHASED FROM LANDLORD, SIGN BY OSM 10.02 STOREFRONT LANTERN SIGN I FIXTURE X GC TO PROVIDE POWER 0 F--- ' 10.03 FITTING ROOM WAYFIN DING SIGNAGE X GC TO PROVIDE POWER w G] C • NON-SALES ROLLING&FIXED SHELVING,HANGBARS, Q W CY 10.04 ROLLING RACK BUMPERS AND PROTECTIVE COVERS X CD I- I- NON-SALES FIXED WALL SHELVING,STANDARDS AND _� Q Q 10.05 BRACKETS X m M M 10.06 NON-SALES HARDWARE BIN &BAR BIN X I ■ NON-SALES MANAGER'S WORKSTATION &CHAIR, X 10.07 PROCESSING&PREP DESKS X h X 10.08 NON-SALES FLOOR MOUNTED SAFE X X Q) 10.09 NON-SALES EMPLOYEE LOCKERS X DELIVERED WITH STORE SUPPLIES 10.10 NON-SALES BULLETIN BOARDS X I DELIVERED WITH STORE SUPPLIES Y 10.11 NON-SALES DELIVERY DOOR VINYL IDENTITY X ONE SIGN PER RECEIVING DOOR = SIGNAGE 0 10.12 ±, -•, - ! 4 • • ' • MC'L'NTING BRACKET I I X G.C.TO PROVIDE BLOCKING FOR OWNER INSTALLATION 10.13 NON-SALES MICROWAVE&REFRIGERATOR X 0 11 10.14 NON-SALES BREAK ROOM TABLE&CHAIRS I X CD 0 10.15 NON-SALES HEALTH&SAFETY SIGNAGE X G.C.TO INSTALL SIGNAGE WITH PLASTIC ZIP TIES FURNISHED BY UJ _- OWNER U Z 10.16 NON-SALES EVACUATION PLAN&FRAMES I I I X ONLYWHERE REQUIRED BY CODE Q 10.17 NON-SALES TOILET ROOM ACCESSORIES REFER TOJ/.011.00 FOR EQUIPMENT SCHEDULE 0.. Q 10.18 NON-SALES EMPLOYEE LOCKER ROOM BENCH I I I X ONLYWHERE REQUIRED BY CODE I 10.19 NON-SALES JANITORIAL ACCESSORIES X I • DIVISION 11 -EQUIPMENT 0 X 11.01 HAND DRYER X I GC PROVIDED FOR INTERNATIONAL STORES CC Z 11.02 PROLITEC FRAGRANCE SYSTEM X X I I GC TO PROVIDE POWER W 0 DIVISION 12-FURNISHINGS Q FURNITURE,FLOOR FIXTURES,PLANTS, PROPS& TABLES,CHAIRS,T-STANDS,WARDROBERS, ETC.DDA LOCKER ROOM JD cc 12.01 X X FITTING ROOM STOOLS FLIP DOWN BENCH(WHERE APPLICABLE)BY GC 12.02 FITTING ROOM ACCESSORIES X HANGBARS,HOOKS,ETC. Q - DIVISION 14-CONVEYING SYSTEMS LUc.,- 14.01 ELEVATOR/LIFT X G.C.TO FURNISH POWER AND LIFE SAFETY SYSTEMS TO ELEVATOR = _ Z w N a E(OWW NER PROVIDED HERE REQUIRED DUE TO LEAD TIME) /' ) VF- < VI- N Cr) rj: 8 CD Z t/I wzQICC0 o CO �° O~ z w Cr) 0 o = MZ > a Z a. ir _ CO � w CO ma � °C Q e. czi- CC < c a. 0 0 /.. '''.1.A. V-)1Y4,'5 ''''' R,, '6 7 ,,,,,Z,,,..1-Ty' T xj9"- ' ,,,,4...,,,e)._,,,,,,..,., Licen, = r459 2 LES ELAND, OH 1 A f ,28 . i7vs' m U ,' a 0 V 11972 Q Y , m „ SHEETW ��y a9r tti- • � - _ A0.10 Zi- Plot Date: 1/24/2019 i DOOR TYPES RNOTE: REFER TO DOOR SCHEDULE FOR EFER TO PLAN FOR DOOR HINGE ORIENTATION.©N5 AND FIRE RATINGS. DOOR AND FRAME SCHEDULE • DETALS ENTRY FOLDING GRILLE WITH POCKET: DO�i DOOR HARDWARE FIRE DOOR SSE DOOR DOORS RIME F1�ISFIi I _ MARK LOCATION S W BY TYPE SET RATNG DTH HBGHT TI-ICIGESS MATERIAL MATERIAL MEAD JAMB SLL. NOTES 1. DESIGN IS BASED ON EZ PARAVENT WITH INTERMEDIATE POSTS 51 MALL CONCOURSE LANDLORD - - - - - - - - - - - PROVIDED 4 INSTALLED BY LANDLORD BY DYNAMIC CLOSURES 100 ENTRY OWNER El 1-1N1 17'-0" 11'-4" - ALUMINUM CLR ANODIZED MFR. BLACK B/A8.11 - - HARDWARE PROVIDED BY VENDOR (EXCEPT LOCK) j 108 FITTING OWNER E4 1-1N7 ' " 5'-q 1/2" 1 3/4" WOOD WOOD SF-21 - P/A0.30 - OPAQUE GLASS PROVIDED BY OWNER INSTALLED BY G.C. �� 2. G.C. TO VERIFY GRILLE IS TRUE, PLUMB, AND OPERATING 2 -11 J0 PROPERLY, BEFORE INSTALLER LEAVES PREMISES. 109 FITTING OWNER E4 1-I1A17 2'-11" 5'-9 1/2" 1 3/4" WOOD WOOD SF-21 - P/A0.30 - OPAQUE GLASS PROVIDED BY OWNER, INSTALLED BY G.G. 3. CAREFULLY COORDINATE INSTALLATION AND 1-100K-UP OF 110 FITTING OWNER E4 1-N7 2'-11" 5'-9 1/2" 1 3/4" WOOD WOOD SF-21 - P/A0.30 - OPAQUE GLASS PROVIDED BY OWNER, INSTALLED BY G.G. GRILLE WITH ALL AFFECTED TRADES. ii / 111 FITTING OWNER E4 HW7 2'-11" 5'-9 1/2" 13/4" WOOD WOOD SF-21 - P/A0.30 - OPAQUE GLASS PROVIDED BY OWNER, INSTALLED BY G.C. 77 11' //// 4. SUPPLY GRILLE MANUFACTURER WITH FINISH FLOOR ELEVATION 1121 FITTING OWNER E4 1-11A17 2'-11" 5'-q 1/2" 13/4" WOOD WOOD SF-21 - P/A0.30 - OPAQUE GLASS PROVIDED BY OWNER, INSTALLED BY G.G. FOR PROPER INSTALLATION OF GRILLE LOCK AS WELL AS PRECISE GRILLE LOCATION ON FLOOR LAYOUT. 113 FITTING OWNER E4 HW7 2'-11" 5'-9 1/2" 1 3/4" WOOD WOOD SF-21 - P/A0.30 - OPAQUE GLASS PROVIDED BY OWNER, INSTALLED BY G.C. 5. GRILLE HAS SHOP INSTALLED MORTISE CYLINDERS, 25MML X 114 ADA FITTING OWNER E4 HW7 3'-10 1/4" 5'-'9 1/2" 1 3/4" WOOD WOOD SF-21 - P/A0.30 - OPAQUE GLASS PROVIDED BY OWNER, INSTALLED BY G.G. ABERCROMBIE & FITCH CO. 29.37MMO, NOT MASTER KEYED (OPERABLE FROM BOTH SIDES). 116 FLEX SALES G.C. E2 HN2 3'-0" 7'-0" 1 3/4" HOLLOW METAL HOLLOW METAL P-21C E/A0.30 A/A0.30 - 6301 FITCH PATH 131 STOCK ROOM G.C. E6 HN4 1 HR 3 Q 7 -0 1 3/4" HOLLOW METAL HOLLOW METAL P-ID E/A0.30 A/A0.30 NEW ALBANY, OHIO 43054 1 HARDWARE CONTRACTOR TO REPLACE STANDARD CYLINDERS �_ �� �� _ WITH MASTERKEYED CYLINDERS IN THE FIELD WHEN REQUIRED. 133 UNISEX RESTROOM G.G. E5 1-1N3 3'-0" 7'-0" 1 3/4" HOLLOW METAL HOLLOW METAL P-ID E/A0.30 A/A0.30 - WELDED FRAME 614-283-6500 44" TYP. 134 RESTROOM CLOSET G.G. E9 HWSA 5'-0" 7'-0" 1 3/4" HOLLOW METAL HOLLOW METAL P-ID E/A0.30 A/A0.30 - WELDED FRAME Q " :: 11'-10" 4 „if I WELDED METAL( "E .,. FRAME 0.30 = w • ' OPEN PULL HANDLE / CLOSER �\ RECESSED - - •� AT 41" AFF / A �SY' OT/NI ORpl = DOOR TRACK m 0 00 0 TO 0.30 �7 0:3 / _,..,::____:;„_c-------OVERLAPPING OPAQUE - ,1 �, 6 CENTER PANELS GLASS \, "" PUSH 31 P E U3 c0 FIXED:.' : SLIDING, PIXED :. - . . ` '; PLATE �,,'''�-,., JAMB •0.3• la i , • `,,` i o 0 DOOR 17GKR'.;,':. UCOR '' \.' -\ •P ATE \ �` PANEL: :1 PANEL;' PANEL -� © HANDLLEVER E '; �� o ,8 o KICK PLATE - \�`\ 'r _ \\��� m _ 30 E- `t' _ �' ,�.', �' _ I W co m r \ OPAQUE -�� , :,r �N DOOR HARDWAREN GLASS \ - _ �,A-,��_ „� � -� � � � �; ,�, � _ , HARDWARE QUANTITIESARE PER DOOR OPENING, UNLESS NOTED OTHERWISE � � o � � j 3'-4" _ ,, _ - 1 '_pg�N_' '_OPEN" `'D13€t�_' ) HARDWARE HARDWARE SUPPLIED HARDWARE HARDWARE SUPPLIED K ,�' _ _ _ _ _ OPEN SET COMPONENT QTY BY DESCRIPTION SET COMPONENT QTY BY DESCRIPTION `. \ SALES SDE +0.30 NON-SALES SDE 4'_22" , VARIES 1-W1 CYLINDER LOCK 2 OWNER INSTAKEY; FINISH: US26D SATIN CHROME NW5 HINGES 3 G.G. STANLEY HINGE #FBB-179, .4 1/2" X 4 1/2" FINISH : US26D SATIN CHROME 6 0 TYP. 0 }� EACH / E4 REFER�TO DOOR S�IEDULE FOLDING SINGLE DOOR ENTRY POCKET DOOR 1 OWNER PROVIDED BY VENDOR FROM PUSH PLATE 1 G.C. NON-SALES SIDE - ONE (1) 1/16" THICK 3" N. X 12" H. FINISH : STAINLESS STEEL EQ. , ��EQ. WELDED METAL E E WELDED METAL POCKET DOOR NON-SALES 0 fa PULL HANDLE/ CORRIDOR SALES SIDE OF DOOR - 3" W. X 13" H. PLATE NI 7/8"W X ii 3/4" H PUSH PULL D-HANDLE. Pc." 11188888 EFRAME TO EXIT 1 G.C..1 -8 WELDEDN •0.30 FRAME PLATE FINISH: STAINLESS STEEL. Ifn me NC y0.30 0.3 HALLWAY ¶ '// METAL METAL FRAME X7'--,„„.--..---- CLOSER 1-1W2 HINGES 3 G.G. STANLEY HINGE #FHB-179, 4 1/2" X 4 i/2" FINISH : US26D SATIN CHROME CLOSER 1 G.G. CORBIN RUSSWIN DOOR CLOSER #DG3200 MOUNTED ON PULL SIDE CZ COAT -�. SINGLE DOOR HOOK " '"- CLOSER ,' /' SIGNAGE A .' TO EXIT DOOR CASING 1 OWNER SALES SIDE - G.G. TO CUT TO FIT ON SITE DOOR STOP 1 OWNER IVES F5444 FINISH: US26D SATIN CHROME `� DOOR , // 030 ,'�/ EYE VIEWERS �` 0.3 A \ `� LOCKSET AT ��'/ HALLWAY „ „ „ 40"W X 32"H X 1/16"T GALVANIZED STEEL KICKPLATE (42" DOOR) - OR - PUSH PLATE 1 OWNER SALES SIDE - ONE (1) 1/16 THICK BRASS 3 W. X 12 H. G.C. TO CUT TO SIZE KICK PLATE 2 G.G. „ „ „ „ MOUNTED ,' ' --''ter �� ` 40" AFF TO ,' 34 W X 32 H X 1/16 T GALVANIZED STEEL KICKPLATE (36 DOOR) - SEE DOOR SCHEDULE FOR SIZE o / MIRROR �/' ,'/ �_PANIC ,'' 0.30 `.\ CENTER �� PULL HANDLE/ 1 G.C. NON-SALES SIDE OF DOOR - 3" W. X 13" H. PLATE W/ 7/8"W X it 3/4" H PUSH PULL D-HANDLE. FINISH: HINGES 6 G.G. HALER 3 1/2" x 3 1/2" ACID ETCHED SPRING HINGE T j LEVER "� \ a n HARDWARE - PLATE STAINLESS STEEL. W5A _ , HANDLE \�� _ _ �. � \�` ~ /�' \\ DOUBLE DOORORRIN RUSSWIN LATCH SET GL3610 NZD WITH LEVER INSTALLED IN LEFT DOOR; FINISH: US32D BRUSHED CLOSER 1 G.G. CORBIN RUSSWIN DOOR CLOSER #DG3200 MOUNTED ON PULL SIDE LOCKSET 1 G.C.C ,' `. d �� �` `s' - �.' �.\ TO MOP SINK S.S. PRE-MORTISE STRIKE IN LEFT DOOR. ' ,' KICKPLATE `, m tY I KICK PLATE �`. 'C ,' - KICK PLATE `. DOOR STOP I OWNER EVES #FS444; FIN15H: U526D SATIN CHROME SLIDE BOLT 2 G.C. MANUAL SLIDE BOLTS INSTALLED IN LEFT DOOR TOP AND BOTTOM ''� 0 ,� �1+ �\ \\ „ - . . t� ,, .\ U -y t• \ ,' ----VW \-- '. t j -i� / c. SALES SIDE - 40" W X 32" 14 X 1/16°T BRASS FINISH (42" DOOR) - OR - - } `( U K ___.`� KICK PLATE 1 OWNER STRIKE 1 G.C. DUSTPROOF STRIKE IVES DP-I, FINISH: US32D BRUSHED S.S.SS > < w LAVATORY ELEVATION K K SALES SIDE - 34" W X 32" H X 1/16"T BRASS FINISH (36" DOOR) - SEE DOOR SCHEDULE FOR SIZE. G.C. v H rY •0.3• EXIT HALLWAY ELEVATION NON-SALES SDE A 0 3� 14 -LEASED ELECTRICAL ROOM STOCKROOM TO CUT TO SIZE KICK PLATE 4 G.C. 28"W X 32"H X 1/16"T GALVANIZED STEEL, F w O a E5 E$ SDE E7 SDE 0.30 SDE E: 32" :: Q v w Q TYP. a TYP. NON-SALES SIDE - 40 W X H X 1/16 T FINISH: GALVANIZED STEEL (42" DOOR) - OR - - D TYP. KICK PLATE 1 G.C. NON-SALES SIDE - 34"W X 32" H X I/16"T FINISH: GALVANIZED STEEL (3411 DOOR) - SEE DOOR SCHEDULE DOOR STOP 1 OWNER IVES F5444; FINISH: US26D SATIN CHROME p z H 1- d 1- O lY _ J 1-1W5 HINGES 3 G.C. STANLEY HINGE #FBB-179, 4 1/2" X 4 1/2" FINISH : US26D SATIN CHROME _2_ L z z iv o E NO CLOSERS VISIBLE FROM SAL SIDE '�� ui 't 0 3E SINGLE DOOR LATCHSET 1 G.G. PRIVACY SET CORBIN RUSSWIN #CL3520 NZD BHMA 626 WITH LEVER HANDLE tY] ~ METAL FRAME 0.3 WELDED FRAME RESTROOM ' ' ' DC3210 MOUNTED ON PUSH SIDE OF DOOR. Ci 6 u o CLOSER 1 G.C. CORBIN RUSSWIN DOOR CLOSER # }-�W(o HINGES 6 OWNER STANLEY HINGE #FBB-179 NRP, 4 1/2" X 4 1/2" FINISH : US26D SATIN CHROME m +- '� \\ '....„„ 5 ...1 ------- / / \ , . ` CLOSER ON /' / \ LEVER HANDLE '/ \` KICK PLATE 2 G.G. (1) 34"N X 32"H X 1/16"T GALV. KICK PLATE (OUTSIDE) DOUBLE �\ / �� ' ` CONSTRUCTION SLIDE BOLT 2 OWNER TWO (2) MANUAL SLIDE BOLTS INSTALLED IN LEFT DOOR, TOP AND BOTTOM. A N-SALE , A / \ AT 40" A.F.F. �' (1) 34 W X 12 H X 1/i6 T GALV. KICK PLATE (INSIDE) / // ` McMASTER CARR #1760A3 ALUMINUM FINISH. MOUNTED ON INSIDE OF DOOR @ 72" A.F.F. OR 48" A.F.F. ON BARRICADE 0.30 �\ SIDL �� 0 3 / \ TYPICAL. / `. COAT HOOK 1 G.G. ADJACENT WALL BASED ON LOCAL CODE REQUIREMENTS, MOUNT INTO WALL STUD. DOORS OWNER . OPERABLE FROM ` DEAD BOLT 1 ONE (I) DEADBQLT SINGLE CYLINDER LOCK INSTALLED IN RIGHT DOOR. FIELD MORTISE STRIKE IN LEFT \ '�'' ` \ `' INSIDE W10 USE ` ,' 20"N X 58"H TEMPERED MIRROR WITH ALL EDGES POLISHED. MOUNTED ON INSIDE OF DOOR AT 70" DOOR WITH SCI-LAGE LEVER TYPE HANDLE. FINISH: US26D SATIN CHROME ,' `� _ \ / OF KEY `.\ �/ MIRROR 1 G.G. A.F.F. WITH TOP AND BOTTOM 'J' CHANNELS. ALL EDGES OF MIRROR ARE TO BE CAULKED WITH t `; �' \\ v- `; \ /`. - f CLEAR SILICONE. in �\ in cn \ / KICK PLATE `. ,' NOTE: '� \ / r �`\ ,'� DOOR STOP 1 OWNER IVES FS444, FINISH U526D. SATIN CHROME A. MOUNT DOOR FLUSH WITH BARRICADE FACE. B. FOR EXTERIOR LOCATIONS PROVIDE HOLLOW METAL DOOR K aril SALES SDE CLOSET SDE0 , RESTR�M •0.30 -1,i PR SDE }-1 jn(G> PUSH BAR 1 OWNER ALARM LOCK PANIC "PANNEX" UGLI210A ALUM. 1-11n17 HINGES 2 OWNER PER DOOR MANUFACTURER _.., SINGLE DOOR FITTING ' OPENING EXIT FROM LOCK 1 OWNER CYLINDER INSTAKEY LOCKSET NI CYLINDER AND TRIM ROOM DOOR LOCKSET 1 OWNER STOREROOM FUNCTION SCHLAGE AL80PD NEP; FINISH: 643e AGED BRONZE NON-SALES DOOR PANEL TEAR AWAY BEAD HINGES 3 G.C. STANLEY HINGE #F313-179 NRP, 4 1/2" X 4 1/2" FINISH : U526D SATIN CHROME HINGE STOP 1 OWNER PER DOOR MANUFACTURER 2X FRT BLOCKING CLOSER I G.C. CORBIN RUSSWIN DOOR CLOSER #DC3210, MOUNTED ON PUSH SIDE OF DOOR. NOTES: 1 R R 1 WOOD BASE BELOW A. PREFINISHED DOOR, FRAME AND HARDWARE PROVIDED BY OWNER. / NON-SALES SIDE 40"N X 32"14 X I/16"T GALVANIZED STEEL KICKPLATE (42" DOOR) - OR - B. ALL LOCKSETS ARE KEYED ALIKE. „ KICKPLATE 1 G.G. " ": " C. G.G. TO PROVIDE CLEAR SILENCER RUBBER BUMPERS. `iE `-, -'`'f 5I8 GYPSUM BOARD NON-SALES SIDE 34 W X 32 H X 1116 T GALVANIZED STEEL KICKPLATE (36�� DOOR) - SEE DOOR SCHEDULE �/- 3 5/8" METAL STUD PEEPHOLE I G.C. McMASTER-CARR CAT. 104, PART #8406A26, DULL CHROME; MOUNTED @ 54" A.F.F. !-NS TRACK I OWNER p LU ;� JAMB " > ! r ....e""' PERSONAL Cl tx DOOR STOP I OWNER IVES FS444, FINISH: US26D. SATIN CHROME SHOPPING HANDLE I OWNER g t, mIco �? �: T J �� i DOORS Q W W C"-----N I j SMOKE SEAL 1 G.C. S88 SMOKE SEAL © La -_- .L` mIN:T �LLLD $7 OIIIILT:, H0NEY6JCLL �CGUICITI' T:GUARD' 1JITH I3.t,3 TIL III IJ6hd GALCII U/•l 'I11ICZC �Wc� u Q Q LOcr GU,;,:;� I OWtdER ' ` HINGES 3 G.C. STANLEY HINGE #FBB-179 NRP, 4 1/2" X 4 I/2 ; FINISH : U526D SATIN CHROME m I- F- �,, REQUIRED). SEE LO..S PREVENTION DRANINC°. CLOSET - - - -- LOCKSET 1 OWNER STOREROOM FUNCTION SCHLAGE AL80PD NEP; FINISH: US32D BRUSHED 5.5. X I CORBIN RUSSWIN DOOR CLOSER #DC3210 MOUNTED ON NON-SALES SIDE OF DOOR; FINISH: U526D N X HEADER ABOVE WOOD BASE BELOW NOTE: CLOSER 1 G.G. SATIN CHROME. No. A. G.G. TO PROVIDE AND INSTALL ADA COMPLIANT THRESHOLD, SWEEP AND WEATHER STRIPPING AT EXTERIOR LOCATIONS. 0) FITTING ROOM REFER TO VENDOR SHOP 5/8" GYPSUM BOARD ! B. EXISTING DOORS 1. G.G. TO INSTALL REQUIRED HARDWARENOTE: KEYED TO MATCH FITTING ROOM LOCKSETS DRAWINGS FOR MORE TEAR AWAY BEAD ,= . ( 2. G.G. SHALL REMOVE EXISTING CYLINDRICAL LOCKSET 4 INSTALL NEN PANIC DEVICE. SEAL ALL OPENINGS AS REQUIRED. VERIFY Y SIDE INFORMATION THAT BUTTS ARE NRP TYPE OR REPLACE. DOOR GENERAL NOTES = C. INSTALL STORE IDENTITY SIGNAGE ON THE EXTERIOR OF THE DOOR. MOUNT PER ELEVATION (OR PER LANDLORD REQUIREMENTS) 1. ALL DOORS TO BE PROVIDED WITH PRE-MORTISED STRIKE PLATES. 0 I '" WITH NO VISIBLE MOUNTING HOLES BY TENANT'S G.C. COORDINATE WITH LANDLORD ON-SITE REPRESENTATIVE. 2. INSTALL SILICONE TEAR DROP SMOKE SEALS WITH ADHESIVE BACKING (PEMKO 588), IF REQUIRED FOR RATED OPENINGS. CO m P FITTING ROOM DOOR JAMB D. PEEPHOLE INSTALLED WHERE ALLOWED BY CODE. IF NOT ALLOWED, COORDINATE WITH E-SHEETS FOR INTERCOM SYSTEM. 3. ALL DOOR FRAMES TO HAVE DOOR SILENCERS INSTALLED, UNLESS SMOKE SEALS OR WEATHER STRIPPING ARE REQUIRED. o 4. REFER TO LOSS PREVENTION PLANS FOR COORDINATION WITH BAS AND EAS SYSTEMS FOR ODOR CONTACTS, KEY ALARM OVERRIDE LOCKS m LLU AND OTHER REQUIRE DEVICES AND HARDWARE. A0.30 SCALE: 3" = 1'-0" 5. MANUALLY OPERATED DOORS SHOULD BE CAPABLE OF BEING OPERATED WITH A CLOSED FIST AND HAVE A CLEAR SPACE OF 12" ADJACENT U •- TO THE LEADING EDGE. Z 6. ENTRANCES SHOULD HAVE A LEVEL THRESHOLD OR IF THIS IS UNAVOIDABLE THEN NO GREATER THAN 1/2". Q 7. WHERE NEEDED TO BE OPENED MANUALLY THE FORCE REQUIRED AT THE LEADING EDGE SHOULD NOT EXCEED 5 LBS. CL o 8. SECURE ALL KICKPLATES, PUSH PLATES, AND DOOR CLADDING TO METAL DOORS WITH 3M 90 SPRAY ADHESIVE - NO MECHANICAL FASTENERS (UNLESS NOTED OTHERWISE) I 9. ALL DOOR FRAMES TO BE WELDED U.N.O. ci X W Cr >Z O CC CI W n rx 0 Cn E E KICKPLATE SECURED TO DOOR I" WITH SILICONE ADHESIVE (NO NON-SALES SDE 1.....I " QE E �N a N ,, 2_ 6.44. z" MECHANICAL FASTENERS) GWSTUBDSO ON METAL GNB ON METAL Q V- , REFER TO STUDS, REFER TO Lc UCC O �j C. FLOOR PLAN FLOOR PLAN SCHEDULED DOOR Q CO _ rt N SIDE OF DOOR ,\ 14:: ¢ 111 E < o BOTTOM OF DOOR s y 4' _ C o O0 Z cei_ I-u ter. 1 CC E < O SECURE DOOR FRAME - SCHEDULED DOOR CC 0 E (0 J z AT FLOOR SLAB AND JAMB CO M F- J oK HEAD AS REQUIRED � E� KICKPLATE = �- SECURE DCX)R FRAME SCHEDULED DOOR d "' I / AT FLOOR SLAB AND , . A0.30 SCALE: 3" = V-0" JAMB HEAD AS REQUIRED ,t,,, fi"' <> 4, o WOOD BASE BELOW ,�/ *-'''''4,>:".7 . SCHEDULED DOOR ...-- 0_8 (2) METAL STUDS AS 2X BLOCKING, ANCHORED/ *, �,c fiR TO STUDS - SPECIFIED. FASTEN ,,,,. N1W. r 1�L �- 2c i TOGETHER, SECURE TO ,'`'' # Li.en.e r nl�c'� ., FLOOR SLAB AND SALES SDE CLEti FLAND, OH HEADER il 13 NOTE: FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED a 0t FLOOR. ALLOW NO OPEN GAPS. a m 11972 am Q Y 0 � SHEET' W 3 H i t m ,c:2 LT_ I E SALES/NON-SALES DOOR HEAD A SALES/NON-SALES DOOR JAMB ,_.Q ,„ ,,.,6- u I i n 3" _- : AO.30 A0.30 SCALE: 3 = -0 A0.30 SCALE: 1 -0a Plot Date: 1/24/2019 FINISH SCHEDULE FINISH SCHEDULE FINISH SCHEDULE • SPECIAL FINISHES FLOOR FINISHES MASTER FINISH SCHEDULE , , rt rt September 18, 201 (1,1 41111111 _.‘ TAG ID DESCRIPTION BRAND WHERE USED TAG ID DESCRIPTION BRAND WHERE USED SHEEN A = FLAT, B = EGGSHELL/LOW LUSTRE, C/L = SEMI-GLOSS/MEDIUM LUSTRE, D = NON-SALES WALLS AS SPECIFIED, RESTROOM WALLS lit - - ' - SHEET METAL PANELS: 18 GA. GALVANIZED SHEET METAL PANELS BUTT JOINTED TOGETHER TOP EDGE SHALL BE HEMMED 10MM/ ALL BRANDS TO 54"A.F.F.AND BEHIND DRINKING FOUNTAINS TO 48" FC-1 ONE STEP PREP GRIND AND 1W)(2) COATS OF L&MCI EIVICALS"LUMSEAL FX"CURING AND SEALING COMPOUND ALL BRANDS NON SALES&VIDEO ROOM FLOOR LEGEND. GLOSS F = D RYFA L L G = HIGH GLOSS K= KEM AQUA, X = EXTERIOR SF-1 ROLLED OVER WTH LEADING EDGE TOWARDS WALL. CORNER GUARDS IF INDICA I W ON DRAWSTEEL. ARE 2"x 2" STAINLESS ST A.F.F, OUTLET FITTING ROOM WALLS, FIBERGLASS REINFORCED PANELS(F.RP)-CRANE COMPOSITES, INC. GLASBORD FX. PEBBLE EMBOSSED TEXTURE,WHTIE#85 W/ OUTLET RESTROOM WALLS TO 54"A.F.F.AND BEHIND3/4"X 3"(19MM X 76MM)WIDEX RANDOM LENGTH FRE FINISHED PINE, NAILED TO SUBFLOOR EVERY 6"TO 9"(152 TO 229MM)INSTALLED GALLON SF-2 ALL BRANDS FC-2 W }i WIRE FOR SPACING, REFER TO SPEC SECTION 096400-1 FOR PROP u:SPACING HOLLISTER SALES ROOM FLOOR(REMODEL ONLY) TAG ID COLOR SPEC BASE BASE SPEC SW FORMULA # o = /12 o ,, ,, 1124 02 MFG BRAND WHERE USED FACTORY J-MOLD AND INSIDE CORNER MOLDINGS DRINKING FOUNTAINS TO 48"A.F.F. SHERWIN SF-3 5/8"TAPERED EDGE GOLD BOND HI-IMPACT GY PSUM BOARD,TY PE X CORE ALL BRANDS NON-SALES WALLS AS SPECIFIED FC-2A COMPOSITE PLANK FLOORING FINISHED P-12 WITH'SHARK GRIP ADDITIVE FOR SLIP RESISTANCE HOLLISTER EXTERIOR STORE VESTIBULE(REMODEL ONLY) P-1A EXTRA VUHi i E - - SW 7006 EXTRA WHITE PROMAR200 ZERO STOCK PACKAGE COLOR - ALL BRANDS NON SALES HARD CEILINGS(ROLLED FINISH) VOC, LATEX SW7006 WILLIAMS SF-4 V-GROOVE SHEET-4 3/4"WIDE O.C. UNFINISHED PRIMED WOOD PANEL(47 1/2"x 120"x 1/2"THICK)-3/4"THICK AT CABINET BACKS A&F CANOE CABINET PANELS AND BACKVvRAP WALL 1/2"X 5"(13MM X 127MM)WIDE X RANDOM LENGTH FRE-ENGINEERED, PRT=FINISHED WOOD FLOORING. SUPPLIER: MRAGE; COLOR A&F CANOE, FC-3 A&F CANOE SALES ROOM FLOOR(WHCIEALLOVVBD BY CODE) A&F/KIDS SF-5 3/4"(19MM)THICK FIRE RETARDANT TREATED PLYWOOD DO NOT PAINT, USED FOR WAINSCOT ALL BRANDS NON SALES WALLS AS SPECIFIED KNOTTY WALNUT, NATUAL COLLECTION EXTRA VVHI IL PROMAR200 ZERO STOCK PACKAGE COLOR SHERWN SALES WALLS,OUTLET SALES WALL&DISPLAY ABERCROM BI E & FITCH CO. R18 SW 7006 EXTRA WHITE VOC, LATEX SW7006 - - WLLIAMS OUTLETS, WINDOW WALLS&SOFFIT,KIDS F11 I ING ROOM WALLS SF-6 FROSTED FILM-3M DUSTED CRYSTAL 7725SE 314 ALL BRANDS STOREFRONT WNDOVVS AS SPECIFIED FC-430"X 30"X 3/4"(762MVI X 762MUI X 19%/1)THICK GRANITE,ABSOLUTE BLACK, POLISHED FINISH TO MATCH OWNER'S SAMPLE GROUT A&F CANOE VESTIBULE, STOREFRONT ENTRY PORTAL,AND KIDS 6301 FITCH PATH JOINTS TO BE 1/8"(3MM).GROUT COLOR TO MATCH LATICREI t#22'MIDNIGHT BLACK'. CASHIWRAPAREA FLOOR REMODEL NEW ALBANY, OHIO 43054 SF-7 BLACK FILM-3M SCOTCHCAL BLACK 7725-12 OR APPROVED EQUAL ALL BRANDS STOREFRONT WINDOWS(IF SPECIFIED) 24"X 24"X 3/4"(610MMX 610MM X 19MM)THICK GRANITE ABSOLUTE BLACK,WAITER PLANED FINISH TO MATCH OWNER'S SAMPLE A&F CANOE R1C EXTRA VM-LITE EXTRA WHITE PROMAR200 ZERO STOCK PACKAGE COLOR - - - SHERWIN ALL BRANDS NON-SALES WALLS(ROLLED FINISH),CUT EDGE OF 614-283-6500 FC-5STOREFRONTJOINTS TO BE 1/8"(3MM). GROUT COLOR TO MATCH LATICREI t#22'MDNIGHT BLACK. HOLLISTER STOREFRONT ENTRY PORTAL{IX I ERIOR) SW 7006 VOC, LATEX SW7006 WLLIAMS SHELVING(BRUSHED FINISH) SF-8 3M DAY/NIGHT FILM-DARK GRAY 3635-0171 ALL BRANDS STOREFRONT WINDOWS(IF SPECIFIED) EXTRA WHITE PRO CLASSIC, STOCK PACKAGE COLOR SHERVVIN NON- SALES DOORS(ROLLED FINISH) AND TRIM FC-6 NOT USED R1 D EXTRA WHITE - - - - ALL BRANDS SW 7006 LATEX ENAMEL SW7006 WLLIAMS (BRUSHED FINISH) • SF-9 1/4"(6MM)CLEAR GLASS MRROR WTH POLISHED EDGES ALL BRANDS SALES WALLS AS SPECIFIED24"X 24"X 3/8"THICK CERA TILE MODEL: STRATOS ATLAS, COLOR NEGRO. GROUT JOINTS TO BE 1/8"(3MM), GROUT COLOR TO P 1 F IX WHITETRA EXTRA WHITE WATERBORNE STOCK PACKAGE COLOR - _ SHERIMN ALL BRANDS NON SALES OPEN CEILING(SPRAY APPLIED DRY FALL) - - FC-7 HOLLISTER ENTRY PORTAL SW 7006 ACRYLIC DRY FALL SW7006 WLLIAMS MATCH LATICRETE#22 MIDNIGHT BLACK SF-11 1/16" (1.5MM)SEAMED SHEET METAL CLADDING BACKED WTH 1/2"(12MM)TILE BACKER BOARD. SPRAY APPLIED COLOR ALL BRANDS STOREFRONT AS INDICATED ON DRAWINGS POLISHED CONCRETE FLOOR TO MATCH CONTROL SAMPLE BY A&F; REFER TO POLISHED CONCRE I E FINISHING SECTION IN R1 K EXTRA WHITE CUSTOM KEM AQUA 600T F73VVXVV34943 4337 - - _ SHERWIN A&F/KIDS CASHVVRAP&BACKWRAP,TRIM&CABINET SHELVES, FC-8 HOLLISTER SALES FLOOR(WHERE REQUIRED BY CODE) SW 7006 WLLIAMS OUTLETS FITTING ROOM DOORS SPECIFICATIONS 1/4"(6MM) LOW IRON CLEAR RATE GLASS MRROR 1"(25MM)WIDE BEVEL ALL SIDES.ALL EXPOSED EDGES OF MIRRORS TO BE GROUND TRICORN BLACK STOCK PACKAGE COLOR SHERWIN VESTIBULE CEILING, STOREFRONT WINDOW SOFFIT, & SF-12 A&F CANOE SALES/FITTING ROOM MIRRORS(PREVIOUS CONCEPT) R2A ULTRA DEEP CASHMERE, LATEX - - - - HOLLISTER AND POLISHED WITH SLIGHT CURVED EDGE SMOOTH FINISH. FC-9 HOMOGENEOUS SHEET VINYL:ARMSTRONG"MEDINTONNE', COLOR H5302 DEEP GRAY ALL BRANDS RESTROOM&MOP SINK CLOSET FLOOR SW 6258 SVV6258 WILLIAMS FITTING ROOMS(ROLLED FINISH) SF-13 FEEL OFF PAINT(TEMPORARY- DURING CONSTRUCTION ONLY) HOLLISTER STOREFRONT GLAZING P 2B TRICORN BLACK ULTRA CASHMERE LATEX STOCK PACKAGE COLOR - - SHERWINI-- VESTIBULE&SURFBOARD WALLS(ROLLED FINISH) I-- o 0 CARPET AND PAD. CARPET BY OWNER-PAD BY GC- CAR=PAD(WALL-TO-WALL):TREAD-MOR 2580 BY SPONGE CUSHION INCE,A FITTING ROOM AND FITTING ROOM ALCOVE FLOOR SW 6258 SW6258 WILLIAMS 0 NI- SF-14 BLACK VISQUEFSI(TEMPORARY -DURING CONSTRUCTION ONLY) HOLLISTER VESTIBULE PASS-THROUGH FC-1O LEGGESTT&PLATT COMPANY (902 ARMSTRONG ST, MORRIS,L 60450) (800-435-4062)(V1WW.SPONGE-CUSHION.COM) A&F CANOE (WHERE ALLOWED BY CODE) HOLLISTER, SF-15 3M FULLY OPAQUE MEDIUM-GRAY 180C-3l/PANTONE 421C HOLLISTER STOREFRONT WNDOVVS WtERE SPECIFIED R2C TRICORN BLACK ULTRADEEP PRO-INDUSTRIAL STOCK PACKAGE COLOR - - - - SHERWIN A&F WOOD OD&METAL,A&F STOREFRONT L , HOLLISTER SW 6258 ACRY LIC B66-650 SW6258 WLLIAMS MULLIONS C CO ,_ SF-16 OILED WHITE OAK A&F CHAIN El LI ING ROOM PANELS AND MLLWDRK FC-11 HONED CONCRETE FLOOR REFER TO POLISHED CONCRETE FINISHING SECTION IN SPECIFICATIONS LITE,OUTLET. SALES FLOOR WHERE SPECIFIED REMODEL I- -O ;r X TRICORN BLACK SHERWIN `° -,4- >. SF-17DF 3/4"PAINTED M (MLYINISHED), PROVIDED WITH VITRA MONO 20 PANELS A&F CHAIN DISPLAY WALL P-2Z CUSTOM KEM AQUA 600T CUSTOM - - - - A&F CHAIN HI I I ING ROOM TRIM ° c CERAMC TILE,2"(50MVI)PATTERNED BLACK&WHITE HEXAGONAL TILE IN 12"X 18"(300MM X 450MM)SHI=t I S,GROUT-BOSTIK SANDED SW 6258 VVfLLIAMS cc ° 0 SF-18 BRONZE CURTAIN, PHOS BRONZE TWILL WEAVE,325 MESH,0.0014"DIA. (39.3"W) A&F CHAIN BOUTIQUE FC-12DRY MIX#H142'FRENCH GRAY' HOLLISTER FITTING ROOMS AND PARTIAL SALES AREA FLOOR R2 RED 101 6 17 0 0 ''O O PROMAR200 ZERO SHERWIN 0 ,_ o SF 19 1J2"CORRUGATED STEEL PANELS,GALVANIZED FINISH, PROVIDED IN 24"VU1CI=PALES VUTH 2 518"RIB SPACING A&F CHAIN WALL OF MIRRORS FOR INFILL BETWEEN STOREFRONT AND LEASELINE, RDC RED REAL RED RO RED OX 0 15 0 0 ALL BRANDS NON-SALES NO STORAGE LINE/ELECTRICAL PANS E -t FC-13 MALL MATCH FLOORING,CONSULT WITH LANDLORD REPRESENTATIVE TO SOURCE ALL BRANDS STOREFRONTENTRY PORTALS W REREQUIREDVOC, LATEX Y1 YELLOW 100 4 32 0 0 WLLIAMS W ( c� _ori SF-20 OBSCURE EROS i Ell GLASS, RUDY ART GLASS TO MATCH WM SILVER SC1 A&F CHAIN FITTING ROOM DOORS,STOREFRONT WINDOW BOXES B1 BLACK 0 55 1 0 0 > N WHERE SPECIFBD FC-14 85 MM X 900 MM PORCELAIN PLANK TILE, 3 MM WIDE GROUT JOINTS,GROUT COLOR TO MATCH LATTCRE I L COLOR#45 RAVEN HOLLISTER SALES FLOOR(NEW STORES ONLY) R4B CORPORATE GRAY EXTRA WHITE PROMAR200 ZERO R2 MAROON 0 2 0 1 SHERWN A&F CANOE BARRICADE a) c° VOC, WLLIAMS SF-21 EBONIZED WALNUT A&F CHAIN FITTING ROOM DOORS AND TRIM WHERE SPECKED FC-15 A&F X 1200 X 12MM THICK(47"X 47"X 1/2")CERAMIC TILE TO MATCH OWNERS SAMPLE; GROUT JOINTS TO BE 3MM(1/8"). MORTAR TO A&F CANOE SALES ROOM FLOOR Y3 BLACK GOLD 0 10 0 0 B1cv U cv WOOD SIDING: DELTA MILLWORKS SHOO-SUGI-BAN, SPECIES: CYPRESS#2, BURN:TIGER SMOOTH, FINISH: DRIFTWOOD, 1X6"TONGUE& A&F CHAIN, MATCH LATICRLIE#22 MIDNIGHT BLACK PRO-INDUSTRIAL SHERWIN SF-22 GROOVE KIDS STOREFRONT WALLS&CEILINGS P-5C PLATINUM GRAY EXTRA WHITE DTVI ACRYLIC R2 MAROON 0 8 1 1 VVILLIAMS ALL BRANDS NON-SALES STAIR STRUCTURE AND BALUSTERSLU he 1/8"THICK VENEER PANEL WITH MASONITE CORE FINISH OAK BROWN GREY#8. PAINT CABINET STANDARDS AND EDGES OF THE BACK A&F FC-16 COCOMAT BENGAL-COLOR BLACK, PILE RN 19619 ALL BRANDS ENTRY WALK OFF MATT(EXTERIOR ONLY) Y3 DEEP GOLD 0 17 1 0 SF-23 SALES AREA BACK OF CABINETS IRON ORE PRO-INDUSTRIAL STOCK PACKAGE COLOR SHERWN A&F CANOE, CABINET PANEL BLACK PRIOR TO INSTALL REMODEL SANDBLAS I EU RANK GLASS PAVER FLOORING SYSTEM TO MATCH OWNERS SAMPLE; LAMINATED LOW-IRON GLASS RANK 38.7MM A&F CANOE WO SALES STAIR TREADS AND LANDINGS(WHERE R6C ULTRADLLJ' - - - - A&F STOREFRONT OD&METAL 1/8"THICK VENEER PANEL WTH MASONITE CORE FINISH ESSPRESSO. PAINT CABINET STANDARDS AND EDGES OF THE BACK CABINET KIDS FC-17THICK 12.5+0.6+12.5+0.6+12.5 SOLID GLASS PAVER SANDBLASTED ON ALL VISIBLE SIDES HOLLISTER APPLICABL SW 7069 ACRY LIC B66-650 SW7069 WILLIAMS REMODEL 0Lu SF-24 PANEL BLACK PRIOR TO INSTALL RAN SALES AREA BACK OF CABINETS IRON ORE SHERWIN A&F V-GROOVE SHEET-5 1/2"WIDE O.C. UNFINISHED PRIMED WOOD PANE_(47 1/2"x 120"x 1/2"THICK)-PROVIDED BY OWNER&INSTALLED A&F SALES AREA WALLS AND FITTING ROOM WALLS- FC-18 CORK CORE LVT PLANK FLOOR 48-1/4"X 5-11/16"X 114"THICK; FINISH:ASH KIDS SALES AREA AND DEN FLOOR R6K ULTRA DEEP KEM AQUA 600T F73WXA33270-4337 - - - - CASHMtRAP SF-25 BY G.C. REMODEL WHERE SPECIFIED SW 7069 VVILLIAMS REMODEL A&F CANOE, WIDE V-GROOVE SHEET-51/2" E O.C. UNFINISHED PRIMED WOOD PANEL(22"x 120"x 1/4"THICK)-PROVIDED BY OWNER&INSTALLED BY A&F IRON ORE PRO-INDUSTRAL STOCK PACKAGE COLOR SHERWIN i SF-26 G C REMODEL SALES AREA CABINETS FC-19 CORK COM ORT CORK FLOOR 605MM X 405MM X 10.5114A FINISH:C81 L001 LINN CIOCCOLATA KIDS FITTING ROOM AREA P-6X SW 7069 ULTRA DEER ACRYLIC 866 650 SW7069 - - - - WLLIAMS A&F EX i ERIOR STOREFRONT BEAD BOARD SHEET,ADULTS- 1 3/4"WIDE O,C. UNFINISHED PROVED WOOD PANEL(48"X 144"X 3/8"THICK), PROVIDED BY OWNER& - A&F CANOE ROOM AND FITTING ROOM WALLS-WHERE A&F CHAIN, REMODEL Us SF-27 FC-20 STORY TILE-SLATE TILE 12"X24"X5/8"THICK;GROUT: LATICRETE#45 RAVEN ENTRY &SALES AREA STAIRS B1 2 58 1 1 INSTALLED BY G.C. REMODEL SPECIFIED. KIDS PROMAR200 ZERO L1 6 28 1 1 SHERWIN SF 2$ V-GROOVE SHEET-51/2"WIDE O.C. UNFINISHED PRIMED WOOD PANE_(47 1/2"x 120"x 3/4"THICK)-PROVIDED BY OWNER&INSTALLED A&F CANOE ROOM AND FITTING ROOM WALLS-WHERE DALTILE UNITY,COLORBODY PORCELAIN COLOR HERO P406,SIZE 6"X 24"(FACTORY CUT FROM 12X24) A&F CHAIN P-7B HOLLISTER NAVY ULTRA DEEHOLLIS I Li- BARRICADES BY G.C. REMODEL SPECIFIED. EC-21DI3NIMFLOORANDSTORY PLATFORMS VOC, LATEX N1 0 21 0 0 WLLIAMG GROUT AT DENIM NIMt LATICRE I E#90 LIGHT PEWTER.GROUT AT MAIN STORY,DENIM STORY &ENTRY: LATICRE I E#45 RAVEN KIDS DENIM 19 0 1 FITTING ROOM AND ALCOVE DOORS AND TRIM-WHERE SF-29 PEANUT HARD MAPLEWOOD STAIN GILLY HICKS R3 2 3 0 1 C<S SPECIFIED FC-22 CASTELLI MARBLE(SUPPLIED BY LOVE HOME)CALCATTA MINIS 5/8"X 5/8".GROUT: IATICRETE#90 LIGHT PEWTER A&F CHAIN DENIM FLOOR0 HOLLISTER LIGHT Y3 0 42 1 0 SHERWIN MUDTILE(SUPPLIED BY LOVE HOME)GRAVEL SALT MX CALCATTA TILS 12'X 12'St-EET, (CHIP SIZES IN MM:4X25X8,7X25X8, 10X25X8) P 11 B GREEN DEEP CASHMERELATEX R2 0 1 1 1 WILLIAMS HOLLIS I ER SALES WALL BEHIND SHUTTERS(REMODEL ONLY) FC-23A&F CHAIN BOUTIQUE AI�DMAIN CASHVVRAPAREA 74499.GROUT: LATICRETE#44 BRIGHT WHITE W1 0 16 1 1 O w WALLCOVERING WICANDERS CORK COMFORT(SUPPLIED BY AMORIM), LINN BLUSH(FLOATING I FS). USE WAKOL PU280 MOISTURE MEMBRANE&WAKOL SHERWIN CABINETS,SALES TRIM&DOORS, FITTING ROOM �j j > U 13 FC-24 A&F CHAIN SALES FLOOR P-12K SURF GREY CUSTOM KEM AQUA 600T F73VVXA26031-4303 - - - - HOLLISTER Y > TAG ID PAI IERN NAME MFG DESCRIPTION BRAND WHERE USED MS260ADHESIVE NO SUBSTITUTIONS VNLLIAMS WALLS,ACCESORY FIXTURE(HCRs ONLY) H WG1 PATTERN 24C7798H: RED JUNGLE YORK NOT USED EXISTING HOLLIS I ER RANKLB 2 44 0 0 (L w Z _W FC-25 PORCELAIN TILE; PORCEANOSA 7 5/8"X 47 1/4"X 3/8"; FINISH: CANADA WHITEWASH;GROUT: LATICRETE#78 STERLING SILVER KIDS SALES FLOOR WHERE SPECIFIED RO 0 3 0 0 SUPPLIED w Dz. O Q WC,-2 PATTERN 24C7797H: BLACK JUNGLE YORK NOT USED EXISTING HOLLISTER MOHAWK V11f3 YO 0 11 0 0 BY lijU CI w (a L) w CI WC-3 YORK NOT USED EXISTING HOLLIS I ER DALTILE EMERSON WOOD PORCELAIN FLOOR TILE, COLOR: BRAZILIAN WALNUT EP03, SIZE 6"X 48";GROUT: LATICRETE#35 MOCHA, 1/8" P-12D SURF GREY MILL WHITE FLOOR FINISH WITH HOLLIS I ER SALES WOOD FLOOR L' > -a > fY FC-26 HICKS SALES FLOOR PB 0 2 0 0 FLOORING a Z }- I- 4 1- O WC-4 YORK NOT USED EXISTING HOLLISTER (3MVI)GROUT JOINTS CATALYST .W 0 12 0 0 VENDOR Q w 4 tau tju-I Q WC-5 YORK NOT USED EXISTING HOLLISTER FC-27 12"X 12"VINYL TILE-ARMSTRONG IMPERIAL EXCELON NO. 51899"COOL WHILE' RUN GRAIN IN SAM=DIRECTION, INSTALLATION- DIRECT A&F NON-SALES FLOOR PG 0 7 0 0 w 6 1Y Q WC-6 YORK NOT USED EXISTING HOLLISTER GLUE TO CONCRETE SLAB. SUPPLIED AND INSTALLED BY G.C. REMODEL CD 5 I- LI El L1 BLUE 0 10 0 0 HOLLISTER, i WG7 YORK NOT USED EXISTING HOLLIS I EK 1R13B LIGHT GREY EXTRA WHITE CASHMERE, LATEX R3 RAW UMBER 2 2 0 0 SHERWINDILLY HICKS, SALES WALLS;OUTLET 1-OLLISTBR SALES WALLS& Ct Ci Li (j WG 8 YORK NOT USED EXISTING HOLLISTERWALL BASES R3 MAGENTA 0 13 1 0 WILLIAMS HOLLIS I ER DISPLAY WINDOWS CD 1- 6 -i WC-9 KIDS-CUSTOM GRAPHIC DREAMSCAPE/ CUSTOM PRINTER FABRIC-BACKED VINYL ROLL KIDS FITTING ROOM WALLS(REFER TO PLAN&INTERIOR BI BLACK 0 0 1 0 OUTLET ROYSON ELEVATIONS) TAG ID DESCRIPTION BRAND WHERE USED SHERWN HOLLIS I ER WC-10 A&F-CUSTOM GRAPHIC KOROGRAPHICS CUSTOM PRINTER FABRIC-BACKED VINYL ROLL A&F CHAIN A&F SALES CEILING AND WALL P 13K LIGHT GREY CUSTOM KEM AQUA 600T F73UVXA34739-4337 - - - - WLLIAMS OUTLET SALES TRIM CASHWRAP&BACKWRAP,SI-ELVES WC-11 JARDIN TROPICAL MND THE GAP OFF THE SHELF WALLCOVERING GILLY HICKS FITTING ROOM ALCOVE WALL, PAIRED WTH P-36B WE-1 5-1/2"HIGH GALVANIZED METAL CLAD WOOD BASE OUTLET SALES ROOMS B1 BLACK 0 1 0 0 WC-12 PACIFICO-PEACH WALLSHOPPE OFF THE SHELF WALLCOVERING GILLY HICKS FITTING ROOM A,PAIRED WITH P 38B G2 NEW GREEN 0 33 0 0 SHERWN SALES WALLS,UNDERSIDE OF FALSE BEAMS AND PASS WE-2 1"X 4"(25 x 100MM)WOOD BASE PAINTED TO MATCH HOARDING ALL BRANDS HOARDING P-16B STONE HARBOR EXTRA WHITE CASHMERE, LATEX A&F CANOE WC-l3 BANANA LEAVES MND THE GAP OFF 11 E SHELF WALLCOVERING GILLY HICKS FITTING ROOM B, PAIRED WITH P-39B R2 MAROON 0 23 0 0 WLLIAMSTHROUGHS �y WB-3 6"COVE BASE-JOHNSONITE#CB-50 WHITE, SUPPLIED&INSTALLED BY G.C. ALL BRANDS RESTROOMS Y3 DEEP GOLD 0 1 0 0 Z P-16K STONE HARBOR CUSTOM KEM AQUA 600T F73 -4337 - - - - SHERWIN A&F CANOE CABINET PANELS AND BACKWRAP WALL(V-GROOVE S WB-4 3/4"THICK WOOD BASE-GRADE I HARDWOOD OUTLET STOREFRONT(NEW CONSTRUCTION) VUILLIAMS PANELS) SHERWIN CARVEOUT TRIM, DOORS, CABINETS,CAST-WRAP& WE-5 BLACKENED STFFI ANGLE,7-1/2 x 7/8"x 1/8"; REFER TO DETAIL D/A1.10 A&F CHAIN STOREFRONT P-18 K SIMPLE WHITE SW7021 CUSTOM KEM AQUA 600T SW7021 - - WLLIAMS GILLY HICKS BACKWRAP,SHELVES(OLD STYLE) POLISI-ED ABSOLUTE BLACK GRANITE 6"(150MM) HIGH X 3/4"(19MM)THICK WITH POLISHED BEVEL AT TOP, REFER TO DESIGN DRAWINGS P-19K DERBYSHIRE SW6741 CUSTOM KEM AQUA 600T SWU"741 SHERWIN KIDS, KIDS CASHWT2AP&BAGKVUR 4P(TOUCH-UP ONLY) WB-6 FOR BEVEL; PROVIDE 1/8"(3MM)JOINTS WTH GROUT COLOR TO MATCH LATICRETE#22'MDNIGHT BLACK'. SPACING TO MATCH A&F CANOE EXTERIOR STOREFRONTS WLLIAMS REMODEL DRAWINGS P-208 SHOJI WHITE EXTRA WHITE CASHMERE LATE( SW7042 SHERWIN KIDS, KIDS SALES AREA WALLS IN NON-WALLCOVERED STORES, WB-7 1"X10"WOOD BASE, FRENCH WHITE OAK WTH 1 COAT OIL 2C COTTON WHITE A&F CHAIN SALES AREA SW7042 WLLIAMS REMODEL KIDS REMODEL SALES AREA WALLS SHOJI WHITE SHERWIN KIDS, KIDS WB-8 QUA I EI- ROUND WOOD BASE(SUPPLIED BY G.C.) KIDS SALES SIDE STOREFRONT P-20K SW7042 CUSTOM KEM AQUA 600T SW7042 - - - - WILLIAMS REMODEL TRIM&BASE-WALLCOVERED SALES AREAS ONLY W -9 1"X 6"GRADE 1 WOOD BASE(SUPPLIED BY G.C.) KIDS SALES AREA, DEN, LOCKER ROOM P-21A GRAY HUSKIE REGAL SELECT 1473 - - - - BENJAMN SALES GEEING U.NO. F_B WB-10 3/4"STAINED(SF-29)WOOD BASE AND SHOE MOLDING GILLY HICKS SALES AREA MOORE A&F CHAIN BENJAMN P-21B GRAY HUSKIE REGAL SELECT 1473 - - - - SALES&DENIM ROOM WALLS U.NIO W3-11 PAINTED(P-33K) BASEAND SHOW MOLDING GILLY HICKS FITTING ROOMS ANDALCOVE MOORE A&F CHAIN ca BENJAMN t- WB-9 1"X 6"GRADE 1 WOOD BASE(SUPPLIED BY G.C.) KIDS SALES AREA, DEN, LOCKER ROOM P 22A STONE REGAL SELECT 2112-40 - - - - CEILINGS WHERE SPECIFIED a MOORE A&F CHAIN Q La P-22B STONE REGAL SELECT 2112-40 - - MOORE N A&F CHAIN I-I i I TNG ROOM&LOUNGE WALLS i .121 CI X CEILING FINISHES BENJAMN Q Li= CC P-22C STONE REGAL SELECT 2112-40 - - MORE A&F CHAIN SALES AREA DOORS WHERE SPECIFIED TAG ID DESCRIPTION BRAND WHERE USED BENJAMNtp < < P-23A CITY SHADOW CSP-60 - - - MOORE A&F CHAIN HALL OF MIRRORS ALCOVECBLINGS m M M C-1 24"x 48"(600 x 1200MM)ACOUSTIC CEILING TILE ALL BRANDS NON-SALES(WHERE APPLICABLE) BENJAMN G2 24"X 24"(610 x 610MM)ACOUSTIC CEILING TILE, PATTERNED, PRE-FINISHED BLACK HOLLISTER HOLLISTER SALES(WHERE APPLICABLE) P-23B CITY SHADOW CSP 60 - - - MOORE A&F CHAIN HALL OF MIRRORS ALCOVE WALLS X X G3 PAINTED GYP.BD.; REFER TO REFLECTED CEILING RAN ALL BRANDS SEE REFLECTED CEILING RAN P-23C CITY SHADOW CSP-60 - - - BENJAMIN SALES AREA DOOES WHERE SPECIFIED CNI I'I% X MOORE A&F CHAIN a) G4 PAINTED MDF PANEL REFER TO REFLEC I LU CEILING ALL BRANDS SEE REFLEC I EL)CEILING RAN P-24A PLUM MARTINI AURA MAIL CSP-540 - - - - BENJAMN FITTING ROOM&LOUNGE CEILINGS G5 FREFRIMED WOOD SLAT I HOLLISTER HOLLISTER VESTIBULE CEILINGI MOORE A&F CHAIN BENJAMIN LOUNGE WALL BEHIND STEAMER TRUNKS&AT - P-24B PLUM MARTINI AURA EGGSHELL CSP-540 G6 PRERNISHED REYNOBOND PANE_ I HOLLISTER HOLLISTER PORTAL CEILING MOORE A&F CHAIN FEATURE WALL 0 G7 ARMSTRONT HEXAGON CLOUD KIT; FINISH: KIDS KIDS SALES AREA CEILING P-24C PLUM MARTINI AURA SEMI GLOSS CSP-540BENJAMN SALES AREA DOORS WHERE SPECIFIED MOORE A&F CHAIN COM G8 24"X 24"ACOUSTICAL CEILING TILE CLOUD WITH TRIM KIT; FINISHKIDS KIDS DEN CEILING ENJAMN 0 La ' 0-9 24"GALVANIZED SHEET METAL PANELS, MFG:WNCI-ES I ER A&F CHAIN DENIM ROOM CEILING ONLY WI ERE SPECIFIED RWEATHEREDSELECT OAK REGAL 1050 - - - - MOORE A&F CHAIN WALLS BEHIND DENIM CABINETS m 0 } C-10 1"X 6"WOOD RANKS,FRENCH WHITE OAK WITH 1 COAT OIL 2C COTTON WHITE I A&F CHAIN A&F SESONAL ROOM CEILING P-2 5C WEATHERED OAK RSL SELECT 1050 - - - BENJAMN SALES AREA DOORS WHERE SEPGFIED LU MOORE A&F CHAIN U Z P-26B URBANE BRONZE SW-7048 - - - - SHERWIN SPRINKLER CAPS&GRILLES AT DENIM ROOM METAL Q Q WLLIAMS A&F CHAIN CEILING(NOT USED FOR GY P. BD.CEILING) Cl- cc P-27D QUIET TIME 28-18 - - - PRATT& VITRA DISPLAY WALL PANELS Cn CI LAMBERT A&F CHAIN I SIERRA BEYOND ACRYLIC _ - RUST P-288 CLEAR COAT PERFORMANCE ENAMEL SATIN CLEAROLEAM A&F CHAIN SALES FLOOR DOORS&COLUMNS d X >-- P-31A BLACK FOX SW7020CASHMERE,ULTRA DEEP LATEX SW 7020 WILLIAMS A&F CHAIN DENIM ROOM CEILING W O CC - P-31 C BLACK FOX SW7020 ULTRA DEEP PRO INDUSTRIALSW7020 - - - - SHERWN DENIM ROOM CEILING BATTENS ACRYLIC WLLAMS A&F CHAIN Q M SHERD Ix P 31 K BLACK FOX SW7020 CUSTOM KEM AQUA 600T SW7020 - - - - WLLIAMN S REMODEL REMODEL TRIM WHERE SPECIFIED C3 E PAINTING NOTES P-32K WORLDLY GRAY CUSTOM KEM AQUA 600T SW7043 - - - - SHERWN KIDS TRIM WHERE SPECIFIED CO WLLIAMS Li- ROY CROFT PEWTER SHERWIN BRA LIBRARY CABINETS,BOOKCASE BACK PANEL, rrI� W Z co Q P-33K SW2848 CUSTOM KEM AQUA 600T SVV2848 WILLIAM GILLY HICKS SALES BASE AND CROWN TRIM V ( 0 CV I. PAINT ALL WALLS AS INDICATED PRIOR TO CABINET INSTALLATION. P-34B MARCH WIND SW7668 EXTRA WHITE CASHMERE, LATEX SW7668 SHERWIN GILLY HICKS SALES WALLS W LI- D (•.9 r`" P-34G MARCH WIND SW7669 EXTRA W-TITLE KEM AQUA 600T SW7669 WLLIAMS GILLY HICKS STOREFRONT WAVE PANELS SHERWIN = _ CC 0 P-35L PEWTER CAST SW7673 EXTRA WHITE CASHMERE, LATEX SW7673 L M GILLY HICKS SALES CEILING SHERVMN W E Cn 111 < Q WP 36B PRIVILEGE GREEN ULTRA DEEP LATEX SUV6193 SHERWIN GILLY HICKS Fl I I ING ROOM ALCOVE&HALL WALLS,PAIRED WITH = 2 � � Q 0 La SW6193CASHMERE, WLLIAMS WC-11 U O C.9 Z P 37B COASTAL RAIN ULTRA DEEP CASHMERE, LATEX SW6192 SHERWINGILLY HICKS FITTING ROOM ALCOVE&HALL CEILING Cn CCE Q O SW6192WILLIAMS = 0 E CO _J Z 3 SVVn"609WILLIAMS 12 ~ -D R38B TOUCHING WHITE EXTRA WHITE CASHMERE, LATEX SUV6609 SHERWIN GILLY HICKS FITTING ROOM A WALLS AND CEILING, PAIRED WITH WG cn cc co co ili ANCIENT MARBLE SHERWIN FITTING ROOM B WALLS AND CEILING, PAIRED WITH WC- z ,�,,��I++ I V a P-39B SV1+6162 EXTRA WHITE CASHMERE, LATEX SVV6162 WLLAMS GILLY HICKS 13 LL- `�. Cid► CL 8 o O Q ROOK HIGH REFLECTIVE WHSHERWIN ITE CUSTOM KEM AQUA 600T SW7757 GILLY HICKS BOOKCASE, DRESSERS AND TABLES "^ SW7757 WLLIAMS '. e HIGH REFLECTIVE WHITE SHERWN " Y. c . . P-40G CUSTOM KEM AQUA 600T SW7757 GILLY HICKS STOREFRONT WAVE PANELS ,`' � o SW7757 WLLIAMS },, ,-60,-c-).9!,-'', �,A. AGREEABLE GRAY SHERWIN A&F SALES AREA INTERIOR WALLS, UNDERSIDE OF FALSE �' P-41 B EXTRA WHITE CASHMERE, LATEX SW7029 - - - - �:' ^^ a SW7029 WLLIAMS REMODEL BEAMS&PASS THRUS,FITTING ROOM WALLS r ,r;°, SW70 9 - - - - SALES AREATRIM / �"rel;N rx h _ , a R41 D AGREEABLE GRAY EXTRA WHITE PROCLASSIC, LATEX 2 SHERWIN A&F INTERIOR j ' 1 ''"moi`_,.J``; �~ SW7029 WILLIAMS REMODEL AGREEABLE GRAY SHERWIN A&F s Licence t459t P-41 K SW7029 CUSTOM KEM AQUA 600T SW - - - -7029WLLIAIVIS pDd SALES AREA CABINETS C L.E V E L N D, OH P-42D INCREDIBLE Wi II I t EXTRA WHITE PROCLASSIC, LATEX SW7028 - - SHERWIN A&F CANOE ROOM&FI t 1 ING ROOM INTERIOR TRIM WILLIAMS REMODEL CANOE ROOM CABINETS,SI EVES AS SPECIFIED, i ' ='it: P 42K INCREDIBLE WHITE CUSTOM KEM AQUA 600T SW7028 - - - _ SHERWN A&F FITTING ROOM DOORS, CAHSWRAP&BACKWRAP AS WILLIAMS REMODEL SPECIFIED P-43A REQUISITE GRAY EXTRA VUHIlE CASHMERE, LATEX SW7023 - - SHERWIN A&F WILLIAMS REMODEL SALES AREA CEILING 11972 QY Z z SHEET w a o v RIRIMIE PRIMER ONLY TINTED TO MATCH P 21 - - - - ROMAN A&F CI-inIN WALLS 1,CE, _- _ _ _, _ _ 977 m� ,t En A0.40 ca3 rn o m ;.916- . , . Plot Dote: 1/24/2019 • ... r . 1) 0 '( )' 'C ) 0 ( i-) re (4111 I. I 0 I , 1241_911 I I I I I 1LEASE 1 I I 0 I I ADJ AGENT TEN AN T 0 ABERCROMBIE & FITCH CO. 6301 FITCH PATH - - - - �` - - - ei -ri - - - - - - - --i-f-- - ri �' — NEW ALBANY, OHIO 43054 054 0 t --r-m. 77- - = - NO ATTACHMENT / NO ATTACHMENT TO j NO ATTACHMENT TO ! / \ NO ATTACHMENT i E TO THE DECK 1 1 THE DECK ABOVE. THE DECK ABOVE. �/ TO THE DECK ABOVE. CONNECT I CONNECT TO MALL . CONNECT TO MALL L ABOVE. CONNECT r TO MALL STEEL L STEEL STRUCTURE STEEL STRUCTURE TO MALL STEEL STRUCTURE ONLY A1.10 ONLY ONLY STRUCTURE ONLY I.10 DECK ABOVE DECK BOE NON-RATED ABOVE DECK ABOVE RATED / DIAGONAL BRACE AT 48" O.G. / DIAGONAL BRACE REQUIRED IF /// 11E :::::0 MAX., WHERE WALL IS s WALL STUD EFFECTIVE LENGTH �: LOADED ON EACH SIDE o_ 45- /-___,,,c /// SPACE AT 32" O.C. 1, � �r DIAGONAL BRACE AT 48" O.C. IS EXCEEDED /7// // MAX., WHERE WALL 15 /I - Q -- LOADED ON EACH SIDE REFER TO STRUCTURAL FOR v AG 0 - �//// /� \ SPACE AT 32" O.G. BRACING TO STRUCTURE - �\ s, 51M / V ( H ) 12'-0"A.F.F.0 f I � t ' 1 12'-0" A.F.F. L I C� T SAUSE HEADER SG +EDULE HEADER HEADER MINIMUM EFFECTIVE �I '/� G ` // 4REFER TO �I I� f �' - /) ABERCROMBIE & FITCH CO. � .. A1.10 M \ - r - ` - I REFER TO - 6301 FITCH PATH LENGTH MEMBERS PROPERTIES PER STUD REFLECTE 'REFLECTS METAL REFER TO NEW ALBANY, OHIO 43054 12 TO 6' (2) 6 x 18 GA Ix = 2.042 Sx = 0.610 ADJACENT WALL MAY OCCUR EXTEND G.W.B. TIGHT CEILING, PLAN' STUDS, 6' TO 8' (2) b" x Ib GA Ix = 2.518 5x = 0.831 G.W.H. ON EXPOSED SIDE TO BOTTOM OF DECK CEILING PLAN' FLOOR PLAN 614-283-6500 (SHOWN DASHED) r SUSPENDED G.W.B. CEILING 8' TO 10' (2) 6" x 14 GA Ix = 3.014 5x = L031 SUSPENDED G.W.B. CEILING GYPSUM WALL BOARD TO 10' TO 12' (2) 8" x 18 GA Ix = 4.134 5x = LOSS - 1 METAL STUDS w/ HORIZONTAL 112' TO 14' (2) 8" x 16 GA Ix = 5.110 5x = 1.211 BRIDGING @ 48"o.c. VERT., GYPSUM WALL BOARD TO METAL STUDS, REFER TO - 4- STOP AT THE CEILING _A-,- EACH 14' TO Ib' (2) 8" x 14 GA lx = 6.303 5x = 1516 I list_ - REFER TO FLOOR PLAN -•%,_ STOP AT THE CEILING FLOOR PLAN ` - - SIDE OF STUD SEALED Ib' TO 18' (2) 10" x 14 GA Ix = 12.3255x = 2.456 ADJACENT TENANT CORRIDORDCTBRIOR I -A-.- TIGHT FROM SLAB TO SOT. STOCK ROOM ! NON-SALES 14GA. METAL TRACK w/ POWDER G.W.B. ON EXPOSED SIDE(5) 14GA. METAL TRACK w/ POWDER 14GA. METAL TRACK w/ POWDER OF STRUCTURE PER UL 118' TO 26' (2) 12" x 16 GA Ix = 15.�f305x = 2.334 I 11'` DRIVEN FASTENERS MIN. 0.145"0 DRIVEN FASTENERS MIN. 0.145110 G.N.S. ON BOTH SIDES DRIVEN FASTENERS MIN. 0.1451'0 DESIGN U465 *INTERIOR NON-LOAD BEARING PARTITIONS* MAX.@SPACING OF 24" O C METAL STUDS, REFER @ MAX. SPACING OF 24" O.C. @MAX. SPACING OF 24" O.G. 14GA. METAL TRACK w/ POWDER TO FLOOR PLAN 0 DRIVEN FASTENERS MIN. 0.1451'0 FINISH FLOOR AS I- o E SPECIFIED a o 0 NOTE : FOR POWDER DRIVEN @ MAX, SPACING OF 24" O.C. NOTE; FOR POWDER DRIVEN NOTE: FOR POWDER DRIVEN NOTE: FOR POWDER DRIVEN 0 .4 a FASTENERS (TRACK ANCHORAGE) FASTENERS (TRACK ANCHORAGE) FASTENERS (TRACK ANCHORAGE) FASTENERS (TRACK ANCHORAGE) CONCRETE SLAB °' USE: ERICO TOOL t FASTENERS - CONCRETE SLABFINISH FLOOR AS FINISH FLOOR AS USE: ERICO TOOL FASTENERS - USE: ERICO TOOL * FASTENERS - USE: ERICO TOOL FASTENERS - �n ,-7,•, ICBG #ER 4546; HILTI INC. - ICBO ICBG #ER 4546; HILTI INC. - ICBO SPECIFIED ICBG #ER 4546; HILTI INC. - ICBO SPECIFIED ICBO #ER 4546; HILTI INC. - ICBO �" a - X # . *ITNI I A # 1 0; *ITN AMS T/ HEAD 1 # # # # �' a ER 1210, RAMSET/ RED HEAD ER 2q T RAMSET/ RED E D ER 1210; ITW RAMSET/ RED HEAD ER 1210; ITW RAMSET/ RED HEAD o SECTION - ICBO #ER 1147 OR EQUAL (TIP.) - ICBO #ER 1147 OR EQUAL (TIP.) �� CONCRETE SLAB - ICBO #ER 1147 OR EQUAL (TIP.) �� CONCRETE SLAB - ICBO #ER 1147 OR EQUAL (TYP.) IUL DESIGN: U45 I I • o 0• ` ° O R NON-SALES PARTIAL HEIGHT WALLMFULL HEIGHT WALLHSALES PARTIAL HEIGHT WALL ONE HOUR FULL HEIGHT WALL tx w % ci < A2.00 SCALE: 1/2" 1I-0" A2.00 SCALE: 1/2" 1I-0" ,-, ' A2.00 , SCALE:_1/2" l'-0" A2.00 SCALE: I/2" 1I-011 N - DBL. STUD FADER - „_„ ._., . ISGA. TRACK. w/ (3) #10 TEK IX ILI SCREWS EACH SIDE OF HEADER PI �.�,'.� ' FIRE SEALANT EACH SIDE FIRE RATED INSULATION JOIST TOP CHORD = it (6) #10 TEK SCREWS TO JAMB J - _ ,_ t // ---1fBOTTOM OF EXISTING DECK OR FLOOR ABOVE 14GA x 6"LG TRACK w/ (3) NESTED STUD METAL STUD JAMB - F ., IL \ #10 SCREWS TO NESTED STUD TI �_ 0 Lit PROVIDE HILTI FIRESTOP SPRAY / 1j'r .. 1 , _ '}. AT TOP OF WALL, EACH SIDE . / DOUBLE MTL SW =-I 3625162-43 DIAGONAL BRACE /'+ "'- Cgi METAL SW 'h 6005200-54 NESTED w/ 6007200-54 w/ #10 SCREWS ,i !r AT JAMBS _ @ 48 o.c. - ALTERNATE / BOTTOM TRACK WALL CONSTRUCTION @ 8"o.c. EACH SIDE, SPANNING BETWEEN JOIST OR L x • \ DBL. SW I BEAMS - REFER TO DETAIL G/A1,10 0 A1.10 0 UNE `I ICER _\ DO NOT ATTACH TO DECK TOP TRACK 7 EI ' - \ DEEP LEG DEFLECTION TRACK, MATCH MALL 14GA x 61G TRACK w/ (3) I I /\ / 1 (2) 1/2"45 ASTM A575 REQUIREMENTS. #10 SCREWS TO TOP TRACK + +4 (3) #10 SCREWS " THREADED ROD w/ 1-1/4 DBL. STUD HEADER - / SCREW EACH SIDE (DO NOT ATTACH G.W.B. TO CONT. 14GA TRACK MIN. HOOK w/ WASHER FINISH AS I I I I ) (1) #10 SCREW BOTH DOUBLE NUT w/ TRACKMETAL STUD PARTITION ri SCHEDULED I JL- (2) 1/4" DIA. SCREWS AT 16" 0.C. SIDES @ EACH STUD 3/8"x3"x10" STEEL PLATE BOTTOM TRACK i J k . . RATED NOTE - CONSTRUCT WALL PER U.L. ASSEMBLY - - I Lu w 0 PG 18 GA 7 , , TRACK REQUIREMENTS SHOWN ON ARCHITECTURALH > H- DRAWINGS METAL DECK METAL DECK I Y I w JVARIESJ ' ' BRACE ATTACHED TO TOP OF TRACK ; z+ NESTED STUUD 7 F � CZ o 0 SECTION A SECTION B SCRIBE MDF PANELS _ _ BOTTOM OF EXISTING DECK OR FLOOR ABOVESTED STUD + w p w p• p TO ADJACENT WALL lg z i_ H- < i- O -c 6005200-54 NESTED w/ 600T200-54 w/ #10 SCREWS = -, - ` o u Q Lu Lu o @ 8"o.c. EACH SIDE, SPANNING BETWEEN JOIST OR ATTACH EACH END OF C-1 z z BEAMS - REFER TO DETAIL C/A1.10 NESTED STUD TO BTL. - , 3" m o rt 1- 0 p Q �� 3625162-43 DIAGONAL BEAM w/ (2) SELF r MIN. , r , , .� DO NOT ATTACH TO DECK + n 3n ADJACENT WALL CONSTRUCTION [ (3) #10 SCREWS ;+ + / BRACE @ 48 o.c. DRILLING #12 TEK SCREWS 64 j, D D �i p + / m H LI J (WOOD PLANKING MAY OCCUR) 1 DEEP LEG DEFLECTION TRACK T /\./ \ / SCREW EACH SIDE METAL STUD PARTITION �- STEEL BEAM o o 0 (DO NOT ATTACH G.W.B. TO TRACK) -. . .- ~ PLATE I I V (2) #I0 SCREWS AT 16" O.C. NON-RATED BRACE ATTACHED TO STUD 0 BEAM @ JOIST U LIGHT GAUGE HEADER DETAILS Q VITRA WALL TRANSITION DETAIL L TOP CONNECTION @ WALL - G TYPICAL DIAGONAL BRACE C NESTED STUD CONNECTION DETAIL AI.10 SCALE: 1" = I" A1.10 SCALE: 3" = I'-0" A1.10 SCALE: 3" = 1'-0" A1.10 SCALE: I" = 1'-0" A1.10 SCALE: 1-1/2" = I'-0" 1\/ 1 0 0 t pro \_ 4C w SUSPENDED GYPSUM I- w BOARD CEILING SYSTEM f w o x i� ILL; X X 0 W W F- F- 0 Q Q 0 CEILING DETAIL 1ED _ REFER TO RCP SUSPENDED GYPSUM BOARD I � B.O. CEILING X ° , I CEILING SYSTEM ' N. X NOTE: USE #12 SELF TAPPING SHEET REFER TO RCP N-3 VARIES CO ° I METAL SCREWS WHEN ATTACHING I I yI I �� H.O. CEILING /,/ ITEMS TO BLOCKING - U.N.O. s,O. CEILING I A1.10 _ ri-r \ = PRE-FINISHED 3/4" MDF PANELS CONT. BLOCKING, NOTCH �f, U 6005162-43 STUD - Yr-41 I[ 5/8" GYP. BD. w/ LEVEL 5 FINISH I I I a 0 L_ (3) #8 FLAT HEAD SELF TAPPING ifrei--. METAL TRIM @ PANEL JOINTS I I 3 5/8" METAL STUDS. SPACED TONGUE AND GROOVE S PING km U SCREWS TYPICAL EACH WALL STUD _ • TO MATCH FULL HEIGHT WALL, METAL STUDS AS SPECIFIED , CONT. WOOD CLEATS @ 16" BRACE BACK TO FULL HEIGHT I I 0 z O.C. VERT., COORD. w/ . -• Lu WALL AT 24" O.G. MAX i Q PRE-ATTACHED HARDWARE t I 3/4" MDF PANELS, PAINTED '° •LIGN B.O. FULL :*ARD WITH a < ' " 0 WALL CONSTRUCTION w/ GWB I +1/- IBCA. METAL TRACK - TSB I I S8HS3` NDATUM LIN. HEIGHT AS Cn / II ; d x cc z PRE-ATTACHED HARDWARE N. Iill I I I I W O T TYP. BLOCKING DETAIL v) c CONT. METAL ANGLE A1.10 SCALE: 1 1/2" = 1 -a" _ \ I J M X ,-/ %� 1- 0 L I • IIS W 0 /\/ I I ' CI 2WZ �,r� Q 0r UOCON /II // CliiiIir CUSTOM Z ~ Q ~ SHIELD PANELS ARE INSTALLED 0HOLDER DETAIL NOTE: I I I VITRA MONO 20 SYSTEM ROUTED = Z Z BENEATH DRYWALL. SECURE WITH REFER TO VENDOR SHOP DRAWINGS / PLANKS Q = 0 STANDARD DRYWALL SCREWS. USE AT FOR ADDITIONAL INFORMATION. >- I I I I I t/7 LEAST 2 SCREWS PER PANEL PER STUD. ' ` CC W Z (A Ir O V) MEASURE AND CUT OPENINGS FOR /-� A I WALL CONSTRUCTION, I LL mZQELECTRICAL OR TELEPHONE ACCESS /\/ Vl REFER TO PLAN N_2 ' Z 2 j i wo o ' BEFORE INSTALLING THE PANEL. �"• 2 �a. _ A1.10 00 (� Z% II II ,, ( _ l m � Z � QZ(f \\\�` I/4" QUIRK @BOTTOM OF PANEL ' a U - tiCil Il 0I _ I CE WQ � CC -I J iico c, Z I- b Tl Q m O . -'Q 0 I A-1 DET IL a m 0 I / A1.10 - =�� ( I TYP. SC/11'_:6111"-r-0 _..: , .; ). b •INSTALL 48 x q6 �� m I. I .I J� I l - • . 65 SHIELDING BOTTOM START 4$ X 96 + ° ,e..#, - - • ° PANEL FIRST. THE TOP SHEETS, BOTTOM SHEET I WOOD BASE w/ SHIMS FPANEL OVERLAPS THE FIRST BLOCKING, SCRIBE TO FLOOR I - ,`� ` I :;'` !! .•' f"}I T . - o BOTTOM PANEL BY I". - / o- I , I °�i .:� , \ I I ,..) .,,,_,,,,t_ �` ," L•sienct° r t;f� 9 m m _� N-' - CORK FLOORING I I �'� �'� AI_lo I� �"� CLEVELAND, OH i i G / .z6 . -017 " ACCEPTABLE ALTERNATIVE TO f0. I = I i H1T' ` u BENDING THE METAL IN THE .` 100'.-0"4,_ 1001-0'4,_ + ! 1001-0"k_ II. Ioo'-o"SITE WOULD BE TO ORDER 2" x FINISHED FLOOR \ I -1 FINISHED FLOOR FINISHED FLOOR FIN E'j FLOORgir ° 2" x 16" H ANGLES OUT OF THE ._ ..- f, D 11972 3 SAME MATERIAL AND BUTT THE BASE DETAIL . m PIECES IN THE CORNER AND0 10.0 t%x COVER W ITI-1 THE ANGLE. SITE `mazm I. a W a3ULi 8,2 fi S E.A.S. WALL SHEILDING N VITRA MONO 20 WALL DETAILS J CURVED WALL SECTION E VITRA MONO 20 SECTION A VITRA INVISIBLE 6 SECTION Z q c xk�oA1.10 A2.00 SCALE: 1/2" = 1 -0 41.10 SCALE: 3 = 1 -0 A2.00 SCALE: 3/4 = i -0 A2.00 SCALE: 3/4 = 1 -0 A2.00 SCALE: 3/4" = 11-0" " . ■ ■ Plot Dote: 1/24/2019 '' ,/A :) 0 S4111) 1C. ) * NOTA: I I DIMENSIONS WITH "*" SUFFIX I I I ARE SHOWN FROM FINISHED FACE OF WOOD SIDING (SSE3) J1114::::") 7EE 71 7" 3 E 14'-2" 45 ,,,,..."1,1 }/E_O� 4$ 7t_2$u 48 I 57E-5u I5'-0-"* g4 10 -q2"* 1 _61 u / ,''S // / / / I I F [21-5- 11 T - - - - - - - - - - - - - - - - - - - - - - - �► fl J ,4 G N T T N ,4 N T _ .� _ _ •s.o• % . f--- _ e - • -- �. - - - _- - �. ! -. - 3 I - , , , , , , , , , ,. „ <, , , ,. , , , , , , , , , `�, , , , , , , , , , , , , , , , , , , , , , , . , , , , , , rt` ,, , . , , , , ,� „ l ! �T Io ABERCROMBIE & FITCH CO. �I� I 1 / I L �� I -' 6301 FITCH PATH • m 1 1 1740° I ml� / 1 = I. - 1 1 f � 1 / , C -IN NEW ALBANY, OHIO 43054 - I -\e4 I I 6' " 38'-3$ ©� I 1� 71_8 r `� i 614-283-6500 1 - ' ' DISPLAY/ ,, J/ I I , , \ . \ 1 N/ ' LOUNGE 1 4,>/o6:/.�- CASHWRAP yE_113n1/ :i I-- ' `� I 6� 107 Li qO1 ^o 105 q I / 4yI1 1I o -1{V I ^I[�t �1 o - : I o ,ao 0 0 0 1ADA FITTNIGH40 1 \DO I.114 ' I I ? I , -II I I I �I I I . . . . , , 1 � I I o1 .• I �j1 / II - - 'FITTING I - _ _ . f c i" I I 1 I I r I o FITTING RUNG 1 ni I, FITTING110 FITTINGFITTING x'4.10$ 0 , I 1 C..� -i-„, m12 I I _• -, BOUTIQUE 103 I CO cu N ` Air �I �/o =momx Of i Q -61) �tO • __�_ __� . . G` r , , , . . . . . . . r . . r1 . . . . . . / , . . / . . . i/��„i�` 1� Y///.� �, I rrn�r 2 fr 0 TYP. 4 _ - - iii _ 1 °� s O I - /� .., 0 _ \ --- _. ti---- - -JJY YI I- 1 1 I I I I 1 m co w - - - - - - �--� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l� 1 V ° N Q / 1 DEMM DISPLAY In 1 • _ O b QoaIONUcv II i 1\ ' . 4 I115 I ^ 36'-68i I } Lilco `� W / 41> TRY io Z SALES / FM he = 100 I i Z Dt = ® -� / 1 k I I f 5 I I I I 0 I I I 7 'O O 0W II 1 10.1 G.L. STORY 40 \:%1 ± GI 2 1 V ix I ; I 0 I O 15'-b"4I 1 I I I .4-co cnIc0 ni,\\ � / 81_611 i U / : 8 : I 7'-73"* 1 ,* CJ 10 o• 41> I I 1 I I as ��� ti, TYP. 10.0 B * 4. I -$ I I y�� SIM. C 10.0 I to • SIM I _ I I 1 \ �/ ® lI 1 - .... •,, F ---- ---- (/@ �. . . .. .. . . W 13 >_ ELECTRICAL % 6 I �' > < V ACCE5.90RES 7,_q�E 1 .,. I oe VI \ moi 106 I oI C-v-- ,1_/ 0.99 I * / I 5L84_24 L I . 7 I F Q rz O p 0© b. TYP. I .� z j I- < I- o - ~ DCV F I DISPLAY o Q w w ❑ 'col1'-11�" 161-01 " - o0 71-721" I ACI- 8 $ �" / 10.0 1 D WL Li I w ID fl / ! DPP. ♦I I I I I 1'-12' 1 m D 1- 0 ❑ Q 54 5'-71 t40 I I i , } 2 ._ ~~�~"�� � 00 =ICV �; Iq3 1 D ❑ ❑ R.O. �•*,►���� _ v Oi• 0. 0 c� H STOCKROOM / �, q., - of 131 •/ 7 _, _iE `r _, , , , , - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I,_ _ �,_� ., , T T 1 , 1 ® 's •10 0 r` 3"* • • 1" O W - I - 3 -14 . cl -12 I , I / 8'-O " I72 57EE 13'-01"* 2E_51 EE t I I 2E-O" 4'-2g" 3E_0" /./ 8 A P J A G E $ T T N A N T 2 1 2 TYP. H-I,- ; ' I-t[ 2FCCIP . d I --1 > GiH , I I _; • I ,• 1 ilmmem 2 E R 0 '• ,/ ,'�' FLEX SALES , 4 � �' O - >s CONSTRUCTION PLAN - . - - - - - - - � r - - �11dJ I i t I I - . t 4 ,,.).,,,,,,,,,,,,,,,,,,0 ' / I _ - 1�4' - 1'-0" co Q w �t i I1 lir igii zz-' 1 � I; 134 i Oma' tD ` 1 I ' I 1...; 0 CC I , , `-' L. -' RESTROOM 's I _ ' I L 4'-2" I ' a LU LU B J' ®11331 ►- - 0 11.0 I; `�� TYP. s I Q Q 4 r , ET3 m , Mj ii� J ■■ (i)- j - - - t-Iii r y N x x ICD 1 21-2" g' 52"q '-q" , 1Pr ,I*i / .e - - - - - - - - - - - 0 CO m WALL LEGEND SEISMIC I CODED NOTES O SYMBOL LEGEND I FINISH SCIEDULE GENERAL NOTES m LI- DEMSNIG WALLS 1. LOCATE HIGH POINT P& LL T OF FLOOR SLAB TO DETERMINE FLOOR LEVELING REQUIREMENTS (REFER TO ROOM# ROOM NAWARiSH BASE FNSH 1 FLOOR MOH AM (SF) NOTES A. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD, UNLESS V Z 1 • EXISTING DEMISING WALL FLOOR LEVELING SPECIFICATIONS) 0 ODR NA0,30 PE, REFER TO DOOR SCHEDULE S SPECIFICALLY NOTED OTHERWISE. a PATCH AND REPAIR EXISTING FINISH TO LIKE NEV CONDITIONS ANDfx FIRE-RATING. TENANT SIDE ONLY. 2. IN-SLAB EAS ANTENNA (REFER TO ELECTRICAL DRAWINGS) B. FOR CABINETS, PRE-MANUFACTURED TRIM ASSEMBLIES, AND SALES DOOR OPENING/TRANSOM Cr) 0 „ WALL TYPE, REFER TO WALL LEGEND MALL SIDE STOREFRONT SF-22 WB-5 FC-24 12 5F SEE ELEVATIONS ASSEMBLIES, MILLWORK MANUFACTURER IS TO SUPPLY ALL SHOP DRAWINGS, MATERIAL 1 �� NEW DEMISING WALL - b METAL STUDS SUPPLIED AND INSTALLED 3. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL PANELS AND EQUIPMENT THIS SHEET SAMPLES, STRUCTURAL DETA#LS AND FIRE RATING/FLAME SPREAD REPORTS AS REQUIRED II 100 ENTRY SF-22 WB-5 FC-24 255 5F BY LANDLORD. G.G. TO INSTALL 5/8 TYPE "X" G.W.B. ON TENANT TO LANDLORD, BUILDING CONTROL AND CONTRACTORS. 0 x SIDE ONLY PER UL DESIGN U465 FOR A ONE HOUR RATING. REFER 4. PLUMBING FIXTURES - INSTALL IN WALL BLOCKING AS REQUIRED (REFER TO ENLARGED RESTROOM CC >Z TO DETAIL D/A1.10 PLAN FOR ACCESSORY INSTALLATIONS) SALES AREA C. NO INTERIOR OR STOREFRONT CONSTRUCTION MAY BE ATTACHED OR FASTENED TO THE ROOF W O ■ DECK, JOIST BRIDGING, JOIST CROSS-BRACINGPIPING CONDUIT, DUCTWORK OR ANY OTHER =111) NEW SERVICE CORRIDOR WALL - 6005162-43 METAL STUDS AT 16" 101 SALES N-1113 W5-7 FC-24 1,994 SF NON-STRUCTURAL ITEM. DO NOT WELD DRILL ! SHOOT AOR SCREW INTO STRUCTURAL STEEL CC •• O.C., SUPPLIED AND INSTALLED BY G.C.. G.C. TO INSTALL 5/8" 5• WALL SHALL RECEIVE LEVEL 5 FINISH 102 SEASONAL DISPLAY P-21B WB-7 FC-24 105 5F OR JOISTS. USE CLAMPS, T1E-WIRE THRU-BOLTS WITH WASHERS. REFER TO LANDLORD'S Q TYPE "X" G.W.B. ON EACH SIDE PER UL DESIGN U465 FOR A ONE Et b. FIRE EXTINGUISHER - COORDINATE EXACT LOCATION WITH OWNER'S CONSTRUCTION MANAGER AND FIRE 103 BOUTIQUE SF-22 WB-5 FC-23 I00 SF CONSTRUCTION MANUAL FOR METHODS OF ATTACHMENT TO STRUCTURE. D HOUR RATING. SEE D/AI.10 104 CASHWRAP SF-22 WB-5 FC-23 100 5F a L MARSHAL. FIRE EXTINGUISHERS - TRAVEL DISTANCE NOT TO EXCEED 75 FEET (CONFIRM EXACT Cn INTERIOR WALLS LOCATION 1 QUANTITY SHOWN ON PLAN WITH LOCAL FIRE AUTHORITY) 105 DISPLAY SF-17/P-27D NB-7 FC-24 55 SF D. DO NOT USE COMBUSTIBLE MATERIALS SUCH AS WOOD BLOCKING, PVC, PLASTIC, ETC. IN 106 ACCESSORIES P-21B WB-7 FC-24 66 5F CEILING PLENUM OR DEMISING WALL. L` 107 LOUNGE P-22B WB-7 FC-24 475 SF Z = W Z Cf) Q 7. LEASE LINE Q V CC 0 N 1=10 EXISTING TENANT WALL - PATCH AND REPAIR EXISTING FINISH TO 108 FITTING P-228 W8-7 FC-24 24 SF E. NOTE TO PLAN REVIEWER - REFER TO SHEET A3.00 REFLECTED CEILING PLAN FOR EXIT SIGN _J < I-- N LIKE NEW CONDITIONS AND/OR FIRE RATING 8. 3/4" PLYWOOD BEHIND ELECTRICAL EQUIPMENT, PAINT CP-IC] 101 FITTING P-22B WB-7 FC-24 24 SF LOCATIONS. REFER TO SHEET A6.00 LIFE SAFETY PLAN FOR PATH OF EGRESS. _ �I 110 FITTING P-228 NE-7 FC-24 24 SF CD�� 113 NEW FULL SALES HEIGHT WALL - 3625162-43 @ 16" O.C. ONE (1) q. LIN£ OF SOFFIT OR CEILING TRANSITION ABOVE=. REFER TO REFLECTED CEILING PLAN. 111 FITTING P-228 WB-7 FC-24 24 SF F. ADJUST SETTING BED UNDER EACH FLOOR MATERIAL To ACHIEVE FLUSH TRANSITION. Z _ 0 LAYER 5/8" GYPSUM BOARD ON EXPOSED SIDES OR BEHIND 112 FITTING P-228 W8-7 FC-24 24 SF Q in W i Q CABINETS. REFER TO DETAIL H/A1.10 10. CENTERLINE OF SLIDING GRILLE 113 FITTING P-22B WB-7 FC-24 24 SF G. ALL TEMPERATURE SENSORS it MOTION DETECTORS IN SALES AREA TO BE PAINTED TO - m Z Q O �j� 114 ADA FITTING P-225 WB-7 FC-24 55 5F MATCH ADJACENT SURFACE COLOR (EXCEPT DEVICE SENSORS). / NEW FULL HEIGHT WALL - REFER TO STOREFRONT AND V 11. CSF-1] WAINSCOTING TYPICAL AT LAVATORY, MOP SINK, WATER COOLER, HARDWARE BIN AND BAR 115 DENIM DISPLAY P-21B/P-265 WB-7 FC-21/FC-22 438 SF = o Q STRUCTURAL SHEETS FOR FRAMING INFORMATION. 116 FLEX SALES P-218 WB-7 FC-21 196 SF H. ALL WET AREAS TO USE WATER RESISTANT "GREEN BOARD". AREAS TO INCLUDE RESTROOM, O Z 2 BIN. (REFER TO DETAIL L/AlI.00 AND FINISH SCHEDULE) ���0NEW FULL HEIGHT WALL AT SALES/NON-SALES - 3625162-43 METAL MOP SINK AND DRINKING FOUNTAIN AREAS. V Z < z STUDS @ 16" O.C. W/ ONE (1) LAYER 5/8" TYPE 'X' GYPSUM WALL 12. [SF-5] WAINSCOTING TYPICAL AT ALL NON-SALES WALLS EXCEPT AT CSF-I] AND ELECTRIC PANEL • TOTAL 3,728 SF CO _ LOCATIONS. (REFER TO M/A11.00 AND FINISH SCHEDULE). I. IN-WALL BLOCKING NOTES: M J BOARD ON EXPOSED SIDES. REFER TO DETAIL M/AI.I0 N A 1. ALL "IN-WALL" WOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT) AND BEAR THE O W� Q n a NEW FULL HEIGHT - 6005162-43 METAL STUDS @ Ib" O.C. W/ ONE 13. EXISTING COLUMN TO REMAIN. FAINT CI' 28B] MANUFACTURER'S STAMP OF VERIFICATION. WHERE LOCAL CODES DO NOT ALLOW FRT O V �/® 131 STOCKROOM P-1C/SF-5 5F-5 FC-1 615 5F WOOD BLOCKING IN WALL CAVITIES, USE Ib GA. SHEET METAL OR CODE APPROVED V Q > C) 0 (1) LAYER 5/8" FRT PLYWOOD ON ONE OR BOTH SIDES AS 14. CORNER GUARD (TYP. ALL HIGH TRAFFIC NON-SALES CORNERS) - REFER TO DETAIL N/AI1.00. 132 ELECTRICAL P-IC - FC-I 33 SF ALTERNATE BLOCKING MATERIALS REQUIRED FOR ATTACHMENT OF SSB. REFER TO DETAIL M/A1.10. 133 UNISEX RESTROOM P-IC/5F-1 5F-1 _ FC-9 68 SF 2. REVIEW PRESENTATION ITEM DETAILS OF THIS SET TO INSURE ALL ITEMS ARE PROVIDED ' NEW PARTIAL HEIGHT WALL - 3625162-43 METAL STUDS @ 16" O.C. 15. SLOPE FINISH FLOORING AS SPECIFIED TO MEET FLUSH WITH EXISTING FLOORING AT 1 TO 48 MAX. WITH ADEQUATE IN-WALL BLOCKING FOR ALL WALL HUNG ITEMS IN THE STORE, INCLUDING �`'nl: . • o ,jr .`® W/ ONE (1) LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD ON EXPOSED SLOPE. MAKE ALL TRANSITIONS FLUSH AT TOP OF MARKETING IMAGE FOCALS. x /I..- ' . SIDES OR BEHIND CABINETS. REFER TO DETAIL H/A1.10 - 3. WOOD AND / OR PLYWOOD BLOCKING ABOVE CEILING 15 NOT PERMITTED. ALL BLOCKING �f ;.:. 16. STORAGE SHELVING FIXTURES MOVABLE * FIXED SECTIONS (REFER TO SHEET A11.10). LEVEL FLOOR SHALL BE NON-COMBUSTIBLE. ' �� .. q NEW PARTIAL HEIGHT WALL - 6005162-43 METAL STUDS @ 16" O.C. SLAB UNDER FIXTURE AREA TO MAXIMUM TOLERANCE OF 1/8" IN 10'-0" REFER TO SPECIFICATIONS . TOTAL 716 SF - 4. NOTE: USE OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE PERMITTED. f'� i // • W/ ONE (1) LAYER 5/8" TYPE 'X' GYPSUM WALL BOARD ON EXPOSED PROVIDE NO STORAGE LINE ON WALL BEHIND RACKS PER DETAIL M/A11.10, • Lit = n ,4 SIDES OR BEHIND CABINETS. REFER TO DETAIL H/A1.10 FINISH NOTES J. REFER TO SHEETS AI.10 TYPICAL PARTITION FRAMING DETAILS. ------------ -"'� c .Eti P6 .,iii OH �� NEW PARTIAL HEIGHT WALL NI WOOD SIDING - 3625162-43 METAL 17. PROVIDE EAS SHIELDING AT WALL, REFER TO 5/A1.10Q# a , . STUDS @ 16" O.G. W/ ONE (1) LAYER 5/8" FRT PLYWOOD ON ONE OR 18. HEADER WALL ABOVE CEILING TO BE USED FOR MOUNTING OF EAS PANELS. REFER TO RCP FOR 1. REFER To SPECIFICATIONS 4 A0.40 FINISH SCHEDULE FOR PRODUCT AND INSTALLATION REQUIREMENTS. 03 BOTH SIDES AS REQUIRED FOR ATTACHMENT OF SSD. REFER TO LOCATION OF ACCESS PANEL 4 OF 0% P. DETAIL H/A1.10 2. REFER TO INTERIOR ELEVATIONS FOR WALL FINISH CLARIFICATIONS. NEW PARTIAL HEIGHT WALL N/ WOOD SIDING - 6005162-43 METAL 19. CONTINUOUS IN-WALL BLOCKING, REFER TO INTERIOR ELEVATIONS it DETAIL T/A1.10 �/ 3. 'ROOM AREA' DATA COLUMN IN THE FINISH SCHEDULE IS TOTAL EXPOSED FLOOR SURFACE AREA OF THE LABELED STUDS @ 16" O.G. W/ ONE (1) LAYER 5/8" FRT PLYWOOD ON BOTH SIDES AS REQUIRED. REFER TO DETAIL H/A1.10 20. START POINT OF FITTING ROOM FRAMING ROOM. V 11972 s NEW PARTIAL HEIGHT WALL (3 5/8") - 3625162-43 METAL STUDS @ 4. OWNER'S FINISH FLOOR ELEVATION TO ALIGN WITH PUBLIC AREA FINISH FLOOR ELEVATION AT ALL DOORS BETWEEN ~ m 3 �-® Ib" O.C. W/ ONE (1) LAYER 5/8" TYPE 'X` GYPSUM WALL BOARD ON LEASED PREMISES AND MALL COMMON AREAS. SHEET ThLW Z EXPOSED SIDES. REFER TO DETAIL R/AI.10 :-,''q -x° 5. REFER TO A3.00 REFLECTED CEILING PLAN FOR CEILING FINISHES. Q -ra _4, NEW PARTIAL HEIGHT WALL (LOW) - 6005162-43 METAL STUDS @ 16" A2.00 T-a ` O.C. TO 42"AFF NI ONE (1) LAYER 5/8" TYPE 'X' GYPSUM WALL .:,...<,6 BOARD ON EXPOSED SIDES, INCLUDING TOP. I Plot Date: 1/24/2019 ® $(: )1 1( -)1 ICi) (i'f) I 10'-8" 81-3 I/2" I 10'-S" 101-8" I 10'-3" S'-3 1/2" C-3 C-3 I C-3 -- C-3 I SF-22 C-3P-24A P-21A I P-24A I P-24A ' I - (11140 P-21A O HEADER O TYP. 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THE WOOD FINISH SHALL NOT IMPEDE W RECEIVE A LEVEL 4 FINISH THE INSTALLATION AND/OR ADJUSTMENT OF THE TRACK LUMINARIES. 0 2 C. REFER TO ELEC. DWG. FOR FIXTURE LAMP SPECS. 3. MATCH EXISTING MALL/CORRIDOR CEILING. COORDINATE CEILING FINISH 4 15. +1nLUMlri TCD BLADE CIGN, PROVIDE F.R.T. BLOCKING AND PONER, RLf-ER TO 114 X 6" WOOD BATTEN a a HEIGHT WITH MALL OPERATIONS MANAGER ELECTRICAL DRAHINGC, D. ALL TEMPERATURE SENSORS * MOTION DETECTORS IN SALES AREA TO BE PAINTED TO MATCH ADJACENT SURFACE COLOR (EXCEPT SENSOR SURFACES) IX FASTEN THROUGH TO Cn 0 4. STARTING POINT OF TONGUE AND GROOVE SIDING ON CEILING 16. ILLUMINATED STOREFRONT SIGNAGE, PROVIDE F.R.T. BLOCKING AND POWER, E. ALL CEILINGS ARE GYP. BOARD UNLESS NOTED OTI-1ERWISE. PLYWOOD BLOCKING 1 5. STARTING POINT OF LIGHTING LAYOUT REFER TO ELECTRICAL DRAWINGS F. VERIFY ALL CLEAR HEIGHTS AT DEMOLITION. LIGHT TRACK d x 6. CEILING ACCESS PANEL. COORDINATE u)/ MECHANICALSF EQUIPMENT AND A 17, 6" )- Z PROJECT MANAGER. REFER TO DETAIL D/AI0.00 18. SURFACE MOUNTED LED TAPE LIGHTS AT TOP AND BOTTOM OF WALL G. ALL CEILINGS MUST PROVIDE ACCESS TO LANDLORD EQUIPMENT, PULL BOXES, J-BOXES, DAMPERS, VALVES, ELECTRICAL DEVICES, ETC. w 0 7, PROVIDE F.R.T. BLOCKING ABOVE CEILING. PANELS, REFER TO DETAIL A/5.10. I CC H. CONFIRM WIT(-I MALL MANAGER FOR ACCEPTABLE METHODS OF ATTACHING TO MALL STRUCTURE. B TRACK LIGHT BATTEN DETAIL � S. LIGHTS MOUNTED TO TOP OF CABINET, REFER TO DETAIL C/A10.00 Iq. NOT USED rx q. PEOPLE COUNTER, G.G. TO INSTALL HOUSING. COORDINATE WITH I.T. VENDOR 20. INDICATES LOCATION OF CASHWRAP BELOW 0 E AND DETAIL R/A10.00. A3.00 SCALE: 3" = 1'-011 Q Cl) 21. PROVIDE F.R.T. BLOCKING IN WALL, REFER TO ELEVATIONS. I -J I0. NOT USED 22. REFER TO STOREFRONT SECTIONS FOR START AND END HEIGHT OF SLOPED LIGHTING FIXTURE SCHEDULE NOTE: REFER TO FF*E PLAN FOR TABLE AND MILLWORK MOUNTED LIGHTING FIXTURES. CL = LV Z �? Q REFER TO ELECTRICAL DRAWINGS FOR FIXTURE AND LAMP SPECIFICATIONS. (� O 11. TYPICAL FITTING ROOM CEILING DEVICE DIMENSIONS CEILING c� Q 12. DASHED LINE INDICATES LOCATION OF STORY PLATFORM BELOW MARK ►ocx"'r I FMEMMAMJFACTURBR MARK DESTION FLASH MAMJFACTURSI MARK Deittunr.tluN FLASH MAMJFACTU LL (.9 N. 4' STRIPLIGHTWI-1 I H IA : : J0Z 13. DEN:M LIGI-IT COVE, REFER TO DETAIL A/A10.00 BI LED TE L T ON LU 015 0 Z 0 L9A LED TAPE (FITTING ROOM HIGH) N/A OPTIC ARTS :: : ; „ ... CC (!7 B3 SURFACE MOUNTED SAFETY LIGHT DIE CAST ALUMINUM RAB OPT+C ARTS 52C1 1' LINEAR COVE (STOREFRONT COVE) N/A ECOSENSE TROY Z Q O Q DI CANTILEVERED "ANTENNA" LIGHT MATTE BLACK/RAW BRASS PRG S2C4 4' LINEAR COVE (STOREFRONT COVE) N/A ECOSENSE TROV w0 Q D2A CLNG. ADJUSTABLE 11MONOPOINT" (16"+16"`+16" I-93MATTE BLACK/RAW BRASS PRG B LED TAPE (FITTING ROOM LOW) N/A OPTIC ARTS 0 z :: :. >. ...�' �. : �: . . T3 TRACK LIGHT BLACK GE � Z � Q 4ti . ...: :;.-, . . ...:,. . .; ` :,:: ' $ ....; :..�.. .: .: . .... 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ALIGN FLOOR TRANSITION TO NON-SALES SIDE OF DOOR OPENING. < ix 5. TILE TO BE INSTALLED ON MILLWORK. REFER TO Aq.Oq. 0 - 6. PAINT FLOOR CP-3C] BELOW SAFE 36" X 36" AND BELOW ELECTRICAL PANELS TO ALLOW 3'-0" CLEAR AT ALL TIMES. (IF WALL 15 LESS THAN 5'-0" AWAY FROM PANEL, PAINT 1 Lij Z Q 1/8" JOINT,cn ADJACENT - ENTIRE FLOOR AREA AT PANELS.) UCC 0 N _,� _ PATTERN START FC 22 _ N H TIP. - AO ;- �I 7. BASE TYPE TRANSITION 1 < ~ N m LfH -3t LL h ix bo oolll 1 8. SLOPE LEVELING BED IN THIS AREA TO MATCH MALL FLOORING. 0 Z z \ DI I l l I 1 I I 1]I ILY]I IJ 1 f rfTTTfTIIpOd'711[T T - - -- --❑P]OOLI_LLJ l 1 I I I I Ir1r1r]rll l I I 1 1 I I 1]]1��;1[]1u• MEW- -� OM Co ®OJLD11111111 DOlIT1 II 1111111111!11. . 1._+ DOW DDDDCD�1J.iJIi 11 1111[ -l�]DU..• DW ILA Woo 111 ,I t ........om oofl 11 I 1 r_1I i S, NOT USED 1, „�.:"' W Z O Q .......... _ - 10. CONTINUE FLOOR FINISH UNDER STORY PLATFORM O .:....: m ..T. 1 Le _ 11. STOP BASE AT EACH SIDE OF STORY PLATFORM• Z ' - > 0 i w 12. NOT USED O�1�/ Z p rf71 W :'.:.... p CC L i Z Q J ""lle ' 13. STICKS SYSTEM BASE PLATES, REFER TO DETAIL N/A4.00. ANCHOR PLATES TO O _ (� J z 0., (C (4) I/4" x I-5/8" EMBED ••� `r' CONCRETE SLAB PRIOR TO CORK FLOORING INSTALLATION. INSTALL FLOOR OVER PLATES O W HILTI PUS-EZ ANCHOR 1 l W "' of J c. _ t1Y�. •I, SO THAT PLATES ARE FULLY CONCEALED. FINISHED FLOOR TO BE FLUSH. REFER TO O Q N Q _ ••••.. E SHOP DRAWINGS FOR LAYOUT. LL Q Oa) 1� � in in O STICKS SYSTEM EASE PLATE n= L 14. BURIED EAS SECURITY PAD (REFER TO ELECTRICAL DRAWINGS) ■ cd �� f "'�'n•• 15. INSTALL A WATERPROOF MEMBRANE IN ALL WET AREAS (RESTROOMS, KITCHENS, FOOD ,.ter fi. J SERVICES, ETC.) OF THE SPACE- WATERPROOF MEMBRANE SHALL BE A 30 MIL Er o FC-21 START POINT POLYETHYLENE CLEAVAGE MEMBRANE (EQUAL TO NOBLESEAL TS) INSTALLED PER , rA ' �, r ) MANUFACTURERS RECOMMENDATIONS AND ANSI A108. MEMBRANE MUST BE EXTENDED UP A �o� 1 EQ. EQ. THE WALL A MINIMUM OF 6" OR EQUAL TO THE HEIGHT OF THE FLOOR BASE // ' 3J,-aH O( . '. cn ( 'may s icen.c : (, 59 + r 71-102" 63" CLQ ELI), OH 4 TILES 9 TILES m { I-5 1u 8 i 4 / 135 TILES GENERAL NOTES 119 7 m A. THE GENERAL CONTRACTOR SHALL PERFORM A RELATIVE HUMIDITY TEST IN THE SHEET 30 �ILI --..: SPACE AFTER DEMO AND 2 WEEKS PRIOR TO FLOORING INSTALLATION AND REPORT T 0) 3„I wmniUt x~-° N STICKS SYSTEM BASE PLATE DETAIL E DENIM FLOOR TILE PATTERN FINDINGS E THE PROJECT MANAGER. IF RH IS OVER 75x, A MOISTURE BARRIER ^^tm WILL BE REQUIRED UNDER THE CORK FLOORING. �� Cb m 4 3 ! .00 Q ° A4.00 SCALE: 611 = 11-0" A4.00 SCALE: 3/4E1 = 11-0" Plot Dote: 1/24/2019 I i I I I I I I ® 1(1 )1 q-)1 IC.:3-..) IC )4 0 ( 141:1:30 I I I I I I I I 3 EL A D J A G N T T N A N T le EQ. 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REFER TO E/AI.lO GENERAL CASEWORK LAYOUT: FN2(L/R) SHALLOW FITTING ROOM NICHE (LEFT OR RIGHT) A9.05 EQUIPMENT SCHEDULE J Cn o WC-A-93-UM WALL CABINETS TO BE SPACED: FR1 FITTING ROOM FRAME 4811 MIRROR A9.05 2. ALIGN EDGE OF CASEWORK TO HAVE 1/2" TO 111 GAP -- 1/41' MIN. TO ADJACENT CASE FR2 FITTING ROOM FRAME 45" FROSTED GLASS, BACKLIT Aq.05 MARK I p I LocaTA ' 3. FINISHED BACK FACE OF REFER TO T/A5.00 WALL CABINET RIGHT END 1 FROM ADJACENT WALL OR Q X CABINET, FINISH* ADJACENT CASE AT CORNER FR3 ADA FITTING ROOM FRAME - MIRROR A9.07 SALES Z CC 4. TABLE LAMP. REFER TO A5.10 CABINET FINISH FR4 ADA FITTING ROOM FRAME - HOOKS A9.07 BC STAINLESS STEEL BEVERAGE CENTER , KENMORE 99283 4.6 CU.FT. - � LEFT END W z 5. G.G. TO INSTALL PULL OUT SHELF ON FREESTANDING TABLES CABINET LENGTH FINISH* * WHEN STANDARD FACING CABINETS K WALL MOUNTED MIRROR DETAIL FR5 ADA FITTING ROOM FRAME 4511 FROSTED GLASS, BACKLIT A9.07 MI GLASS MIRROR w/ VENDOR PROVIDED FRAME (CASEWORK) PI/A5.00 Ci. CC (INCHES) FRH ADA FITTING ROOM HANGBAR A9.07 M2 GLASS MIRROR w/ VENDOR PROVIDED FRAME (CASEWORK) P2/A5.00 = Q A6.00 SCALE: 611 = 11-0" LAN LOGO LANTERN M4 GLASS MIRROR w/ J-CHANNEL T413 (DENIM STORY) N/A5.00 0 D CC CABINET FINISHES: END FINISHES: PI-XX POP-IN CLOSET (5311 OR 76", REFER TO PLAN) MX GLASS MIRROR w/ J-CHANNEL T4B (WALL) K/A5.00 w 0 L A (SALES) = BI ON-GRAY OAK, M = METAL PCM PERSONAL G.1of PINS MIR1 OR U: 07, S LI- DARK OZS GRAY LEATHER U = UNFINISHED (TO RECEIVE SI ILLUMINATED BLADE SIGN U/A8.00 AC AUDIO / CCTV CABINET E2.00 I W Z C? 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J-CHANNEL T4B, SB(L) STICKS BRACE LONG (ADJUSTABLE FROM 25" - 45") Aq.03 Ch J METAL CABINET BACK (OSM) WALL ' r, ,,=SWAM #D645BL BY C.R. LAURENCE CO., W Q LR) Q OVER 1/2" PLYWOOD FOR COLOR: BLACK ELECTRO-STATIC PAINT. SCT STICKS CART A9.03 >< m 0 U ci o THE BACKSIDE OF CASES .' ANCHOR THROUGH TO BLOCK SF STICKS FACEOUT A9.03 LI Q 01 V) THAT PROTRUDE BEYOND SL STEAMER TRUNK LADDER PLUMBING FIXTURE SCHEDULE END OF PARTITION _ . _ `Z VARIES rtll� 551 STEAMER TRUNKS F- ,r' - a i•;• m - 1/4" MIRROR w/ ADHESIVE MARK DESCRPTION ,! ' '•'"� 0 , CC -� SSI-FS STEAMER TRUNK WITH FOLDING SHELF ,-°` '.� , . J PROVIDE SETTING BLOCK NOTES: 552 SHALLOW STEAMER SHELVES ENC-2 SPLIT LEVEL WATER COOLER f{, - s MIRROR [M1] MIRROR CM2] «,,; 1. 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REFER TO INTERIOR WC-A-49 49 W x 8 2 H CABINET: SALES FINISHES * A9.08 / (VENDOR SUPPLIED) (VENDOR SUPPLIED) ELEVATIONS FOR °' 11WC-A-71 71 W x 8 -2 H GAHINET: SALES FINISHES * A9,08 � / / DENIM STORY BLOCKING LOCATIONSLE WG-A-93 93"W x 6'-2"H CABINET: SALES FINISHES * Aq.08 J _ / WC-A-137 137"N x S'-2"H CABINET: SALES FINISHES * A9.08 • Ii V - Dl Al II oR oErAI- P2 ME MRROR IrAI / WC-B-49 4911W x 8'-211H CABINET: SEASONAL FINISHES * A9.06 11972 A m 1 WC-B-71 7111W x 8'-2"H CABINET: SEASONAL FINISHES * A9.08 G m m WC-C-71 71"N x 8'-2"H CABINET: DENIM FINISHES $ M.08 SST zz ti a al t WC-C-93 9311W x 81-2°H CABINET: DENIM FINISHES * Aq.08 LL T WALL CASE FINISHED BACK P CASEWORK MIRROR DETAILS N DENIM STORY MIRROR DETAIL WC-C-137 137"W x 8'-2"H CABINET: DENIM FINISHES * A9.0$ C,,--¢o * SEE WALL CABINET DESIGNATIONS THIS SHEET A5.00 a -° A5.00 SCALE: 311 = I1-0" A5.00 SCALE: 1 1/2" = 11-0" A6.00 SCALE: 6" = 11-01' VW VIDEO WALL Plot Date: 1/24/2019 0 101 IC )1 QD1 IC )1 0 $ /I I , I I I414:::0 1 I I I I I I A n J A G E N T T E N A N T .1' r , r r , r r r • r r r r r r r r r r , ✓ 1 .I,.� • r • • i , -8 F — — - - - - --rte , 1 I - ABERCROMBIE & FIT CH CO 17 r i 1 r . t5.1 r fi rr ,I/ _ I {„ x1 „ „ , -- /�Z / _ y �o/Wf�lr r / , 4 �� , , r „/ , / 1 rr .„ r , , 4,” • /z// , .1�rL� L4SLL!L,s � � _ / r// r / // / // / / L ,/ , r / / / / / r , / / , ,_, / / / ,_* . / / „— r r / r / r , / r / , / , r / / / / r r , i f r r/ r r , , / r r , / r r , r , rrr / , / • r / , r r / • ,- i 1 1 1 I 1 I I 1 1 I:: 1 1 I 1 1 IW� /() 1 I 11 I , 1 1 1 I I 1 I ' / 1 •• •• „:„...... 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NEW ALBANY, OHIO 43054 —.--- 7_4' J1 Lk . ,, m • / .r. / 01 „� i , , 614-283-6500 I l I , - — DISPLAY _ • - 1 = J—7 • Loin I CASHWAAP >Iu ill V �� y �' �' I i I -� 104 ' r ADA7 i @ :14. ►�Ot mt/1i•i-iT" 1 1 ; E�_� aNecing Ne II' 114 I 1 1 ID r , I I I . g 1G" 24" rzi 16" 24" I I s� --L--- • LI :i • Nemng .A Ne \ I , I 'I I I u• '' I i I �� I I L-- o 16"_24" ' E. 16" 24" ' `r r---- O o y�_ �° FITI'HIG FIl'TNG FlTTNG FITTING = FlTTNG FITTNG ��� 0 - -— % Nesing ; Nes.nng �� m I n„ a a. "^ " J �� . y - U 16 .,24 16 .,24 , _ +ari,. I H3 I 1 I 112 I I 1111 I I 1I0 I 109 108 1 +ff '' ` 1 BOUTIQUE I L - - > > `° LLI m Ne. ng Neeing - r�Aro f����/ cn N v =al =24" 16" 24" ~� - - /' 1 ri ;- 16" x \ , � , �� f rl► r ► Iri`i ilr T rlr� fir! I o a _ ir�ririiis�iirii 1 ..)EnsA DISPLAY ___ r � � -- -�l,.1r-L7-)._ 1: ( ' -` - 1 I � N N CO CO A O.M co 1 CJI+ V O0 a) N - / N U N il y I 1 ,o e m ' '- 3 1 I eg Liu i I 1 ro{ { n u- °,n 1 1 _ I I a, � �� . I- n qw ri I i c � u - - - 11-:- I s� i I 1 I a. IZ I I ��° .a SALES g° _ g x i 1 j 0 0 W I --- Irdila L J 9 P , mm a @, au acv w x _, r) - - - �4 - - - - - - - I - - - ENTRY1 loci t - - - >•41:0- a ;c: ►1 ~- `17`1 'LI- ¢o % —� 42:1::,,,,:7' 2 p j- I n - �-I � A � e L , ! I I ,i I 1 I V �/ 1 -,,, f{ I 1 ,, l�`� , . N N _ _ I Sew ,_ ., . . . . .( . . . ., . . . . // • I Z Z Z Z I i • I I I f l I I I I 1 _ u \ '\ -- ./ Nes,24 Ne 24 Y I 1 o I 1 f 16".;24" 16".:24" III11- ; �r' 84=.,05a19ELmoT r v H I J 1 _ — %/�r „86 x„Of anal"o I '1 o x I -- Neing a., Neing /y�� °�' A 4 - 116 :24 ]6 :.24 °� nl �° N �' N C N I 1 �� I I Ill :I :1 CI CJ [� 44:1 • - - —0 - di ::�' _ Neang 1` ::- r.� - v f;1�. re 2 o - - - l'i_ ± Cig r.n 'rx�pA4aple Oxic#rte - - 11� •�1� + �G - Qi r.�I „ J fi� n n u rill I� -4,,, +I/ �_ W r ��i 1 q :66,1,124 Wormylfaple Qxidized= 48 a 60 x 24.75 I ► F ( ��� °' s! __ i Ne g Necing �� 48"x 60"a 24.75" Denim Display - Q V �' {132 16" 24" .:24" CID L cr342 g 84" • l -is-- -' I U 1141:64 _� C N ao N N N _ -I I < Q W Q Q IE ,,,_ v III -- T ` i AS108 S - — ] _I i7 ':�'1l :�I — 1 • • Law Table 3D"a 48" � - 1 / Lll Z u al la 1 1 1� Low Table 30"a 48" z o Z ° z b al SAS L I V Z> Q _.Q > 0 11 13 — _ I 71-1 '-Qu - H ou z w / / IX - ��, DISPLAY _,1 2- w a w al p =1r1_ -- 1, 4(2N N I I m o w — Z1 ___ 11 til CD I m ,, m , 1 m . .. .. 1 1 I › 1 I i © S 1 , e , ,(., , 4 L-- '.- . _____ 1....--', 4„..„ ..._ .................. 7 T T 1- ♦♦ T / l%//✓)l///HI//. ,....... a II 61 1 - 1 ' , / I I , , , , , , , , „..,7., , ,,,,, , ,, ,,, „ , ,,, , , , , , r, , , , , , , , , , , , , , „'7', „�, , , ,7�, , , , 7, , , , P„ , , , / , , , r ..7. , , ,7, , . , I '_, , .7„ I --- l / 1------------------ -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - - -- -- -- -- -- -- --' - • �w I - —til --- � I I I A P J A G E N T I T E N A N T I I 1 1 V LE--- J it--1 : F . ,V , ,.„., //, 1I . 1.,, , „,, I �o .,- I ....... I TA - FLEX SALES I Iff N--1 , m �s = LIFE SAFETY PLAN E R R 1 I 1 r fr I '71 . j 1/4” 11-0” S-- - --- �- i .. /' ; \ `� I •-- r , I c I- > ' �� ,/ I ' iI � r,..`. • r- Ad' 1 , i lli CI Et / CC Ctr [,7 133 / F I Y Io w w / ,.: ' 1 1— 1— --- \ �J, J� 1— I o Q Q m "-• A / , ®— D1 - .ji.:FIJ/ 7/ / / / / ; x LFE SAFETY SYMBOL LEGEND n oV .1- WALL WALL MOUNTED FIRE EXTINGUISHER.000RDINATE FE FINAL LOCATIONS WITH LOCAL FIRE MARSHAL = EAS SPEAKER 0 CO M LO 0/ ❑F FIRE ALARM DEVICES - SEE ELECTRICAL CCI U NOMINAL 48" SURFACE MOUNTED T8 FLUORESCENT illU/EM © STRIP LIGHT WITH STEEL HOUSING 0 z NOTE: REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY FIXTURE Q Q SPECIFICATIONS a Q Mg EMERGENCY LIGHT BLACK d x 0 RECESSED EMERGENCY LIGHT BLACK CC >- z W O EXIT SIGN, SALES CC Q m p cc li-‹ EXIT SIGN, NON-SALES Cn T_ __ ARROW DESIGNATES DIRECTION = W Z o a Z GENERAL NOTES Z - Q H Q H N LT � Z � Z 1. A CLEAR EGRESS AISLE SHALL BE PROVIDED AND MAINTAINED 13- of cn 2 0 THROUGH ALL SALES AREA TO EXIT DOORS. wZ CD Q o 2. PROVIDE 4 INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION H m O AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A MINIMUM, LU O Z LI PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAT 2-A OR 2-A/IOBC WITHIN 75 FEET TRAVEL DISTANCE C¢ ( 2 0 J z TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING Ci 0:1CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES. LU Q wC a bLD b 3. G.G. TO NOTIFY PROJECT MANAGER OF ANY ON-SITE CONDITIONS —I < > 0/ 0- (1) THAT IMPACT FIXTURE PLAN, INCLUDING, BUT NOT LIMITED TO � W DISPLAY WINDOW CONFLICTS AND COLUMN LOCATIONS. f " '., /fes ',,T)- 1e IN-WALL BLOCKING NOTES / ,, --- - , f 4 ALL "IN-WALL" WOOD BLOCKING TO BE FIRE RETARDANT TREATED `,_,fi �{ 5. T ; c I M ,r�h .r'^ (FRT) AND BEAR THE MANUFACTURERS STAMP OF VERIFICATION. y,,� 4 iceI. r 1> �� m 2 WHERE LOCAL CODES DO NOT ALLOW FRT WOOD BLOCKING IN WALL { CAVITIES, USE 16 GA. SHEET METAL OR CODE APPROVED ALTERNATE C E •ELA . ll' C)H il BLOCKING MATERIALS - �► ,- . REVIEW PRESENTATION ITEM DETAILS OF THIS SET TO INSURE ALL ITEMS ARE PROVIDED WITH ADEQUATE IN-WALL BLOCKING FOR ALL b WALL HUNG ITEMS IN THE STORE, INCLUDING AT TOP OF MARKETING 92a IMAGE FOCALS. 11972 x WOOD AND / OR PLYWOOD BLOCKING ABOVE CEILING IS NOT �m -c w �wz PERMITTED. ALL BLOCKING SHALL BE NON-COMBUSTIBLE, SEEET O c x -� = a) NOTE: USE OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE mUPERMITTED- I Plot Dote: 1/24/7019 Il SF-22 I IT51-22 1 H II5F-22 II SF-22 I L .. 4 P-21B I ILI - — J 11 I P-21B TYP. if 0 TO 11141::::) — �FULL BOARD — — _ �S'-3" AF1' /1 1 �_,-1-41 '�. _ FULL BOARD - - 1 8'-5" AFF , \ — — — — / .�, Q = OPEN TO B OPEN TO OPEN TO — — `;' BEYOND BEYOND BEYOND — ii — ABERCROMBIE & FITCH CO. 0 10.0 OPEN TO - 5301 FITCH PATH 0 % II SF-22 I �V.' 15F-22 I - OPEN TO 1 f BEYOND BEYOND NEW ALBANY, OHIO 43054 - ,moi - f 614-283-6500 \- 4 , l-I I fi l I 1 -- f i I I a_ I I T T +II NE-5 / ws_5 I wB-5 F 11 5F-9 I w5-7 I \ / 1 III WB-5 I WB-5 II I 1^113-7 II CAS1-IWRAP ENTRY SEASONAL DISPLAY BOUTIQUE ENTRY ENTRY SEASONAL DISPLAY 4' / ,I, o I 0 A B CI D D al } 0 0 co a) GWB I I— x SF-22 GNE S �• � �, II I I A8.11 A8.11 GNB P-21B I o 0 I P-215 a5 P-21B 0 4-, o E ri M Gw8 Ct '- a) "� O O a, N 1 EMT 8 P-218 < ° > co TYP. TYP. N v N O I - r TYP. I IZ uj __- _ B.O. BOARD 8'-3" AFF �- — 1 i iii et • / / • 7/ H 1l` ;' I OPEN TO IF - -r Jl BEYOND OPEN TO 1 - I. • • • in 1 ON z BEY D � m 1 — 1 , • \t ,. ►, I , H �--� /I � � I II I I \ Li II II I "I II II I i ff SF-q SF-9 I I / 4 I m II \ WB-5 I II WB-5 I I SF-9 --' I WB-7 II NB I I NB-7 11 I I TYP. TYP. I II • SALES •e / SEASONAL DISPLAY SALES If'SEASONAL o I W V 0 W G LIz ty 0 al GWB z 1- a t` o Z x. U _i 0 GHB I F-21B I z z �_ Zn mo � o TYP. P-216 GPO 0 0 0 'a 0 0 ` ` Q P-225 F-215 TYP. P-215 TYP. TYP. TYP. TYP. o o Li Ca 1 /',/I IY//,� ,/i'l f //,' ,/ // I,//��r/// ,�// /�/11 4 I:///1. ." /� 1.—.G 1–�J L /_L _z_Z111 L1-_/ _/_ _I 'L1–G 1–�J 'L 1_ 1–�J /_L – J TYP. / J \41 / / •-/,`,2- 1I , , 1 I \41 1 I \tn , . _1 _ , 1111 ; II i� •, ZIP .I t Z GAB , ,o , , o P-21B m 1 OPEN TO o ;o 1 OPEN TO II -I I I BEYOND !i r., ..., \ BEYOND cp ca o 1 1 ,` I , \ k 6 ISI 11 I 1 i` _�_ I I I� I I. 1 \1 iI Ii 1 1 I .1 IIT1 i , 1^113-7 i I I wB-7 I I 1 R R I W5-7 I SF-q I 0 II NB-7 I TYP. II WI3-7 I ACCESSORIES SALES LOUNGE ACCESSORIES DENIM SALES SALES / /,' ),' OPP. SIM. / ,r / Qw 4111 0 00 . j Q w w o Et w w in f— 1— © GWB o Q Q TO P -21B I GWB GWB GWB I GAB m P-22B TYP P-225 P-225 P-225 X / \ // NN, CV -OP-EN-- OPEN- \ - -it I` x 03 0 / Z:44EN-- In •I I- - -___, _ ] T. ...., -- I.\, _ 0LJ— CO M \\\ OPEN TO OPEN TO \ OPEN TO W .. BEYOND BEYOND o n n o BEYOND I QCL Q CO ce io ,lII /� . .1[_ II _ I _ic _ P51144- _ .-9141=1{,, �� I 1 1 t i _ _ o I WB-7 I II 5F-al I �I WB-7 I II WB-7 I II WB-7 I ('C Z I SALES TYP. TYP. TYP. o LOUNGE Ct 0 FY C°) (n w CODED NOTES ® coZ = W Z Cr) LJ— a GWB 0 H Q H N P-248 GWB EQ. PANEL PANEL PANEL PANEL EQ.le 1 SF-17 1. PREFINISHED PANELS WITH BRONZE EDGES t ! D o N- Q P-24BP-27D 15F-22 Q Z 0) Z TYP. ± 20'-p" A7A ± 14'-011 trzZ I 2. LIGHT FIXTURE. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS 05 = C' ,,,_ .... FILLER PANEL SCRIBED L'LI W f 7 f... _ __ _ _ _ _ _ _ _ _ _ _, O 1 TO ADJACENT HALL I 3. WALL MOUNTED VITRA MONO 20 SYSTEM, REFER TO DETAIL E/ALIO 2 J — Z Q CS 11 EACH END - 7 a.— -77—T�7 / r— I7 T7 T 77! T7—r�7 T —T` 7 r — /—T —r7 r �T—r71117 i 7—rte-.' 1 4. PREFINIS�-}ED WALL MOUNTED CABINET. REFER TO FFE PLAN W +�03 O [] L�/1_7 1 27/_7.1747 1L L J / /1 LLJ 1J� J LJ Il._L LJ 1 —L1 L / 1_ J 1_21 i_ _ cc 0 z�_—--_— 1 `- _ —� � 1 _ I/� '___— ... __ te o11 1 r 1_ ] 14 -- 5. WALL TO RECEIVELEVEL 5 FINISH- 0 ill y-==. 1 ir= �",, . h h-- A 11- -- h 7 1" - 1 ._ _ I, 1 .__. 11 Jr--- -LL - I i— , qi �- 1 6. SEGMENTED CURVED WALL ABOVE CABINETS CO i rf 2 I cn F- w o '}� 7`77/17_1c �7�T •'T �7 T r-�7-r Y'7–T7 T �;--" 7–T7"'T �7 C7 . .. I _ : _ _ a o 0 0 a a a ° o ® I • CC ! � L.L–Li �� z7=7-2 _ ' ''I O�_ W r �---- r . _.. _. I ° ° , , ° ° ° , o , ° , ° o , ° 0 7, CONTINUOUS WALL BLOCKING, REFER TO DETAIL T/A1.10. COORDINATE w/ WALL m V 1a ' ' r I FRAMING WALLCABINETS.1 h iI ' _'I, tfl r L±. II'- '==1 I1i a 71 _==] -1,- I ///// ° ; ° A1.1 S. PAINT TRANSITION AT SOFFIT LINE / • . ,_ - - - ° -' � o O ' . J ~ , . i ° _- _ q. DIGITAL LED SIGN. REFER TO RCP AND 51-10P DRAWINGS FOR MORE INFORMATION f` ti ---- 1 , i� 1, .,J=====,...-L. �L-- I ..--. 11 �.._. --=_b — 1 - _� -- 1=111 vr-. _. la �1— _==—' ` .. . .. o , ° ° { c, o a o ° ° _ 0 O O • _ , �' � I I ° ° ° ° — 10. VINYL FITTING ROOM NUMBERS MOUNTED ON FITTING ROOM DOOR f•f. - -: - --- I� ,dl 1 I — .c H TCf,i* ezr- c II II F ��. Y� ,_ 1" i 1 i 1 : 1 i Y -T r- I II I I r— I1. OCCUPANCY INDICATORS TO BE MOUNTED AT q FROM DOOR FACE AND 48 AFF y o A� • Licrna° - hf 9 a m 1 TO THE TOP OF THE UNIT. ` � �� _ ��� I E E I WB-7 I - - - - - - - - - J WB-7 WB-7WB-7 i I II I II I 0 0 A1.10 II I 12. HOOD SIDING START POINT - FULL BOARD w/ PREFINISPED SQUARE EDGE. ' j O1 TIP. LOUNGE SALES TYP. DISPLAY CASHWRAP REFER TO DETAIL 5/A8.11 17 / �, /, /, •,'• � { 13. HOOD BASE TO BE SCRIBED TO CABINET BASE. 1.17 14. HALL SCONCES, REFER TO ELECTRICAL DRAWINGS. ill 15. VIDEO WALL 11972 .4m •C Y 3�,. 16. "STICKS" ANCHOR POINTS, WORD. w/ MILLWORK VENDOR. SHEET na N .,, -6 17. LIGHT VALANCE, REFER TO DETAIL C/A10.00 �N{m A7.00 01 01�o 18. (2) ROWS OF IN-WALL BLOCKING, REFER TO DETAIL T/A1,10. -moo Plot Dote: 1/24/7019 TYOIP GWB GWH O Gw8 0 GWB Gw8 N GWB P-21B P-215 TYP.l I P-218 TYP. P-218 P-25B 0 IC 1:3 5.0�` P-25B NH 1 g I . �1 DENIM CYLIC,+-IT �T TI 71 -.....-I \ ., I ' \ I � � ,11 1 / H 7:0' 11 °I ABERCROMBIE & FITCH CO. OPEN TO - I OPEN TO - 1- 11 m , o co , , sr) 1 • I i r_ ` BEYOND -° BEYOND -' / r I I 6301 FITCH PATH do I i , : i , i I NEW ALBANY, OHIO 43054 �� I I 111 �I 614-283-6500 4 ,, € 1 T I I I I I I Ill I. 41mmiI n /- 77- 7,-/_41 7-.1 r DENIM 5TOR r WS-7 I I I NB-7 I I I WB 7 �I I WB-7 II 1"15-7 III WB-7 I � SF q I I I WB-7 II / DENIM DISPLAY ,��� FLEX SALES J� DENIM DISPLAY /. / FLEX SALES (/ / DENIM DISPLAY 0 0 A BCIO0 � � ,_ r -0 ,1- x = NT O c 1 a 0 0 ,,/ F O� O C Ch CU C] I GWB I I GWB 0 GNB < o ; I P-21B I I P-21B TYP. P-21B _ o 1 iT gr la I Ili_ — , - �� 1E6� he • 1 • \ . I 0 w I" UMW OPEN TO m J , ' EYDND' 'Tzo � ' CC b = i • = � I� ._ 0 LL R"f, I WB-7 II ® IW...._ B-7II W�-7 DENIM DISPLAY FLEX SALES FLEX SALES of / d' / / •I' I' ILI u3 O Q H ui � U a f_Y 0(D) 0 Q (X V p VV W (q �' p L. z vzU p W z Z 2 CO0 H 0p Q 0 0 U p • EQ. 71'-6" 711411 71'-(ou li-6" / EQ. di 1 R 0 2,11 1111 — ~ . rn 1 1 0.(r 7::, g Q ct ct _ -ItV151 NdD N 0 W W -- _ < a 217 .- 4 n1�� o I x lo 38-6 2 ,0• • 38 , . icv `� N X = s o V- r� — — Y_ = X / 6 �� cY 0 ti( 1" _i 5g 32} YP OF q "'cs+ CO 0 . - N o - J,-= W Z 5 v To a a Ci) o If NB-7 I - I p x z 1 ENLARGED ELEVATION LLI A7.01 SCALE: 1/2' = 1'-0" D cK ' a CODED NOTES ® 1 MI z a -- 0o[ ON I. PREFINISHED PANELS WITH BRONZE EDGES 0 1- Q 1- h Q � C z — z 2. LIGHT FIXTURE. REFER TO REFLECTED CEILING PLAN AND ELECTRICAL DRAWINGS ' olS V) = rr C) CI 3. WALL MOUNTED VITRA MONO 20 SYSTEM, REFER TO DETAIL E/A1.10 J W Ill z Cl) O 4. PREFINISHED NALL MOUNTED CABINET. REFER TO FF$E PLAN i ❑ CC 0 5. WALL TO RECEIVE LEVEL 5 FINISH 0 cc Z W Q O C.. = tn J z 6. SEGMENTED CURVED WALL ABOVE CABINETS W W co cf) I- J 7. CONTINUOUS WALL BLOCKING, REFER TO DETAIL T/A1.10. COORDINATE w/ NALL Z CO a O0 FRAMING NALL CABINETS. _ Q 0) ra. v7 0 S. PAINT TRANSITION AT SOFFIT LINE "' '"" CrCr q. DIGITAL LED SIGN. REFER TO RCP AND SHOP DRAWINGS FOR MORE INFORMATION Q 10. VINYL FITTING ROOM NUMBERS MOUNTED ON FITTING ROOM DOOR• { i-.:( Z1, . —' 0 11. OCCUPANCY INDICATORS TO BE MOUNTED AT Q" FROM DOOR FACE AND 48" AFF s f� `" -kr� r��` TO THE TOP OF THE UNIT. • Lir"' r b • CI.E%ELAND, OH 12. WOOD SIDING START POINT - FULL BOARD w/ PREFINISHED SQUARE EDGE, REFER TO DETAIL 5/A8.11 13. WOOD BASE TO BE SCRIBED TO CABINET BASE. 4 O 0114 LT 14. WALL SCONCES, REFER TO ELECTRICAL DRAWINGS. ■ 4 ti 15, VIDEO NALL 11972 as ,,mw 16. "STICKS" ANCHOR POINTS, COORD. w/ MILLWORK VENDOR. SFEET U a 6 i x m • 17. LIGHT VALANCE, REFER TO DETAIL C/A10.00 72�om A7.01 I C 18. (2) ROWS OF IN-NALL BLOCKING, REFER TO DETAIL T/A1.10. m� 3 Plot Date: 1/24/2019 A J 4 G U 8.10 8.10 MALL BULKHEAD (X) •5.10 '6.10 I SF-22 II 11.4'-7" I I 5.0. BULKHEAD (X)zik ---=. MALL BULKHEAD, PAINT FLAT BLACK r 113'-10" T.O. STOREFRONT f14:1:30 • ir zik 111'-5" - - I T.O. STOREFRONT OPENING )ql _. - - - - - • / ! I I I ! I I I I I I I I I I I I I I ABERCROMBIE & FITCH CO. - / 6301 FITCH PATH / / NEW ALBANY, OHIO 43054 \ / i 614-283-6500 \ / • h \ \ CEILING WOOD SIDING / / EXISTING \ START POINT -- / I" CONT. - \ I CENTERED ON STORY / REVEAL = I \ / • - — \ / \ / PREF. BLACK Q. \ / BRAKE METAL . = L1crcrorribic•�1t \ / '� \ / - EXISTING 1-...• o E \ / / I" CONT. 0 0 lyerefornbie 7 I-- (11 5 \ / REVEAL 0 " 6 -INI INDIVIDUAL BACKLIT FOLfDIN GRILLE z LU co `° 1-- Z LETTERS MOUNTED 1 IN,Q _ PREF. BLACK ~_ -o X ' TO WOOD SIDING / \ BRAKE METAL o c �. / \ Q c 1 moo C 4firTitck 7 \ ,-,6 0 -IN ' rin /(7) 0 co mmr ` , / / \ \ z > "' COC') O N O 1 7 Lu he v / / \ 1 THE ST)RY PLATFORM. \ \ _ REFER TO FFE PLAN \ if— OMR 1001-0" 1 . • i I I ✓ I I I \r - 1 I 111-1 FINISHED FLOOR • ` I I 1 I i i 1 At I WB-5 ll I 1^1B-5 II - LANTERN, REFER TO VENDOR SHVia-5 .OP II DRAWINGS ADJACENT y t 391-6" _ ADJACENT TENANT / LEASE /< TENANT • U STOREFRONT ELEVATION GENERAL NOTES ~ry ' A8.00 SCALE: 1/2" = I'-0" u I ac l Li i ❑ cz p ❑ A. PER 2014 OSSC TABLE 803.9, EXIT ENCLOSURE AND PASSAGEWAYS, NOTE b, CLASS C iu p w ❑ RATINGS ARE REQUIRED. ALL MDF PANELS (MEDIUM DENSITY FIBERBOARD) TO MEET A /g °? REFE=R TO TYPICAL CONNECTION DETAILS 3625162-43 BRACE @ STRUCTURE ABOVE MALL BULKHEAD MALL BULK14EAD REFER TO TYPICAL 3625162-43 BRACE IT - �@STRUCTURE ABOVE" (3) MO SCREWS - TYP, 5/8" FRT (X) B.O. SOFFIT (X) "16 o.c. PLYWOOD CLOSURE PLYWOOD CLOSURE / (3) #10 SCREWS - TYP. �� „ , „ �� 362512-43 @ lb a.c. r 1 - I ��� �— 113 -q I13 -OI �. �� — — j r - TY-. UNO + 111 :::::::• _ .... ,.... 44 + + + T.O. FRAMING0- T.O. FRAMING _ 3/4" TONGUE AND REMOVE "TONGUE" OF GROOVE SIDING CONT. 14GA. TRACK SUSPENDED TOP HOARD - TYP. „ +I ++ ++ t++ — �� (WIDTH TO MATCH SUSPENDED GYPSUM BOARD , 5/8 FRT PLYWOOD, 1. I + CEILING SYSTEM I- I — + BULKHEAD FRAMING) CEILING NG SYSTEM CONT. 14GA. TRACK PAINT BLACK , ..,-rr,rr.rr... WIDTH TO MATCH 1 ( 111 7 3625162-33 DIAL. BRACE / i 1 i \ 111'-11" ?' 3625162-33 DAG. BRACE I' "I BULKHEAD FRAMING) ••-••-•• •• - •• -1•• - @ 48"o.c. - TYP. 111'-11" ABERCROMBIE & FITCH CO. I �-1-� n•� " �' � 8.0. BOX BEAM ;• r � 0.1.0 o,-� I 5.0. CEILING @ 48 o.c. - TYP. , Y - - - - .+' 111'-6 1/4" 111'-6 1/4" ` • , i + B.O. CEILING 'SI- 6301 FITCH PATH 111'-3" - - - - - �+ ++ - 0 +++ - +++ ;+ - - - - 111'-3" NEW ALBANY, OHIO 43054 T.O. SOFFIT I - - J - r FRAMING W.P. FRAMING W.P. • _ + _ - - l - ' �� - �t� '�- -`= ", ... ~� ��Y = L a ~ _ r 0- 614-283-6500 - - -- ~ � � ~ ~ � - _ T.O. SOFFIT - - / - + _ r>NNi - -, * - -� T O OPENING ' `\` =- - __ - 111 2 � - 110'-4 1/2" __L._-- - i• ++ - 110'-4 1/2" [!L - - - - - COORQ. w/ LANTERN �Wrr� _ ` FRAMING W.P. `'. i - - - i FRAMING W.P. 0- ifP1'-1 ifBOX'\BEAM - (2) 1200516 -54 w/ ;Nim pi `,' �� • A8.11 3627125-`54 TSB 16 //' \ ,' LEASE LINE `\ A8.11 T K ii' (FACE OF SIDING) } \\\\ OPP. a 0 A8.11 A8.11 I INSTALL SSB AFTER 7-7 Q3 INSTALLATION OF \`\ 9 >' CV VIDEO WALL. FRAME �. 74 G.L. ROLLING GRILLE �`\ vJ U U ` 00 0 \\\ /'/ ,� .5 j N ko I — LEASE LINE a VIDEO ALL AI `� (FACE OF SIDING) �\ / et ILLI CZ u I —II '` 3/4" TONGUE AND \\\\ libi ,�„" GROOVE SIDING _ _ OPE1L/1f0 LANTERN, REFER '/ EPd`TRX\\ o I =`� 5/8" FRT PLYWOOD, TO VENDOR SHOP {' PAINT BLACK DRAWINGS /�,' \ . �" """'" o l' cot -- �` 3625162-33 @ 16"o,c. '� \\ ""- Og o ILE 0 !' \\`\ � CONT. 362T125-68 ATTACH TO \\\\ i CONC. w/ (I) 1/4"0 I-5/8" "< © EMBED 1-IILTI HUS EZ SCREW ' a ANCHOR @ 16"o.c. - TYP. ///'� \\`.` p w o F A�� - \�`� w Q u ASH RAF AN; t- w N 1 10.0 \`\ w z 1. O / \ w Q n SALES FLOORING I u1 -1 �, EXISTING MALL TILE EXISTING MALL TILE I ? a o I I . t ;i SALES FLOORING _i Q w Q / za z ,� ' I • 100'_0" Ilio_ loo'-o" •I ILI m o H Ola a FIN. FLR. FIN. FLR. Cis. ..._..,_..._..._,.. EXISTING CONCRETE SLAB o o u o m H6 J D •10.0 TYP. 1 U SECTION AT CASHWRAP G SECTION AT BOUTIQUE A8.10 SCALE: 3/4" = I'-0" A8.10 SCALE: 3/4" = 1'-0" i MALL BULKHEAD REFER TO TYPICAL 3625162-43 BRACE MALL BULKHEAD •-1//±1 I R 0 +/- 114'-7" /// CONNECTION DETAILS ATTACHED TO EACH — +/- 114'-7" '�PAINT FLAT BLACK@ 5 U U A s U w #1 PAINT FLAT BLACK — / T TR CT RE BOVE T D / (2} 0 co 5.0. SOFFIT (X) B.O. SOFFIT (X) 5/8 FRT PLY. / '' ' (3) #10 SCREWS - TYP. SCREWS - TIP. w , �� 5 CLOSURE PLY I CLOSURE 36251.2-43 @ 16 o.c. \� La is 113'-9" r - TY'. UNO 113'-9" = Q tai T.O. FRAMING I +` ++ + :+�.+/ + �{ S ~ 3/4" TONGUE AND I� _ - - ' T.O. FRAMING 177-T-- ++ •+� - i L:Li C)•Q Ct GROOVE SIDING � CONT- 14GA. TRACK I REMOVE "TONGUE" OF Q ct ct _ (WIDTH TO MATCH TOP BOARD - TYP. 5/8" FRT PLYWOOD, M;,... .„ II.. �..� ++ BULKHEAD FRAMING) SUSPENDED p w V) GYPSUM BOARD a a PAINT BLACK ' - - + p """"""' CEILING SYSTEM 111'-7" 3625162-33 DIAD, BRACE / i % m @ 48"o.c. - TYP. • .4, : 1 111'-11" B.O. BOX BEAM \ ` X ��` B.O. CEILING x __s 111'-6 1/4" :}_ +'+ ,++� _ -l- L � � ` � - - ' ' ` N x FRAMING W.P. F _ — ~ ` +: +� _ _ _ — T.O. SOFFIT 0- /-/ O� - =`=Z.11„_- : -r+ I ' 110'-4 1/2" 1 = B FRAMING W.P. A8.11 �i / - 9.••• //^� CO M / LJ- BOX BEAM - (2) A8.11 II SUSPENDED W 12005162-54 w/ I 0 OPP GYPSUM BOARD V Z 362T125-54 TSB II i I CEILING SYSTEM Q , CL Q 108`-3" uru r. uf. 108'-3 1/2" 010L Cr) p .`` ,'� B.O. BOARD B.O.0- i. 1 i ...., CEILING Cn ! 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Q V7 \ \ i / I ° 1N w .'// \\`. 0.0 '+ 12 0 .-.- -1-1.' + r a , \ * fr t +1 ,/ `\ EXISTING MALL TILE Ni .r/}...,.,...e EXISTING MALL TILE ,' SALES FLOORING SALES FLOORING (------' 70.: \ .c ildik 100'-0" N I .'r71.1 / \\ 1001 011 CLk;1 EL:�tiD, (ll( Lllen�+' - h :9 111-1 F FIN. FLR. � FIN. FLR. 111 " l .ZO d EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB � � , 2 6:* ---'-' ' D m £10.0 �` TYP. 11972 . . _ , m_ Q� m,* 1 m'U LI. J SECTION AT ENTRY SECTION AT DISPLAY ,,,,, ,. % o A8.10 SCALE: 3/4" = 1'-0" A8.10 SCALE: 3/4" = I'-0" A8.10 Plat Date: 1/24/2019 ilq141120 ABERCROMBIE & FITCH CO. 6301 FITCH PATH NEW ALBANY, OHIO 43054 614-283-6500 F— o 0 V U N W 5 u 7 � CV N X O C I CC o T 0 00 Cr E 75 co co ' O m N Oy co IX lia Lu m I w Fug NI=ta 2 cg I 0 Fr 0 al i- W V a V N-- C Lfil W Z Q LY a ❑ o 1-L- L' I- a1- o wu -1 oL a wU-Iw ❑ 5Di w wel Q al ❑ I- 6Q n I1 , , ❑ D V p m H 6 _i • I V 7 . 1 ji\v ....—.---: • ti1 R t !I - t 3/4" TONGUE I - T . ,t_ -- =-.. - � SOX 1-1EADER e ili STL. STUD GROOVE WOOD �I t l SIDING Ns VARIES f METAL 0 a w ' - METAL S.O. SLOPED I STUD ' © tr SUSPENDED GYPSUM 5/S" PLYWOOD, I STUD CEILING FRAMING i BOARD SYSTEM FRAMING I Q PAINT BLACK ,I t I ;0°a tl+g '- I 3/4" TONGUE $ GROOVE ~ ~ D ' la" II WOOD SIDING = I � `� CI Q Q 'ft 5/8" GYPSUM BOARD f 111'-6 1/2" + -_ ++ ;-) _" 5/8" FRT PLYWOOD, + + 60 FRAMING W.P. -,--l� _ + + + + PAINT MATTE BLACK *! +. X 111'-3" 6" METAL TRACK + + + + k._: _ T - +T.O. SOFFIT co 771-*--- 11I -2 . 'l4 `- - -ten- -. ,A + + r T.D. 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CEILING '" SPECIFICATIONS GROOVE WOOD SIDING aCC PAINT REVEAL $ GUT EDGE OF 556 USING MINWAX START FULL BOARD -iv z CENTER LINE OF — I FOLDING DOOR 0 JACOBEAN STAIN Q X I CC Z T LIGHT COVE DETAIL @ ENTRY P LANTERN HEAD DETAIL K BACKWRAP SOFFIT TRANSITION B FOLDING GRILLE HEAD DETAIL A8.11 SCALE: 1 I/2" = 1'-0" A8.11 SCALE: 1 1/2" = 1'-0" AIO.00 SCALE: I 1/2" = 1'-0" A8.11 SCALE: 3" = 1'-0" Q ix 0 ix METAL STUD a _ nV / SUSPENDED GYPSUM FRAMING J I w ZLJ- Q BOARD SYSTEM i Q OfEWN I Wu_ = Z z Ci) I5/8GYPSUM BOARD �. W Z X o 6„ _o VARIES �\I Z m Q 0 d' LANTERN STRUCTURE 4 5.0. SLOPED O�+ Imo la 111 -3 Ac--- 1w - 6" METAL LEASE LINE O BASE PROVIDED w/ CEILING I IX O Z w T.O. SOFFIT l TRACK 3/4" TONGUE $ GROOVE ' �.L Z Q O _ 1 VENDOR SI-10P DRAWINGS WOOD SIDING (558) _ ' ' W z REMOVE "TONGUE" /- �}+ + + I U _ J OF TOP BOARD + 4 cr V� M ~ J + 5/8" FRT PLYWOOD, 0 w Q CC Q BLACK POWER PAINT MATTE BLACK Z COATED ALUMINUM I' CO < > o v 1+ ► ETAL. ANGLE BASE, REFER III - FULL SSB PLANK WITH Nimmk TUG TO DETAIL D/A10.01 - PREFINISI-IED SQUARE EDGE. SUSPENDED GYPSUM I .. Ei 3/4" TONGUE GROOVE ii. F AMI1 ; 1" X 1/2" BLACK I PAINT REVEAL USING I? BOARD SYSTEM � � .°`. .. i\i ° WOOD SIDING (556) :I POWER COATED - _ '' I + + •17 r MIXWAX JACOBEAN STAIN t TRANSITION STRIP 10a'-3 1/2" + D°'i g n°0� ;: ' .. .` ,..--- 5/6" B.D. CEILING f �"`tI' ..�� � c,- (,) FRT PLYWOOD, ������.....�f�..�.� - —_ -- r,.� X41.:��h PAINT MATTE BLACK I 108'-3" / j 7 s l �ICL17 r r h g r { ' 556 START POINT 5/8" GYPSUM SLE ELa�I), [�H FULL 55B PLANK W/ PREFINISNED 7,_ BOARD CEILINGy r FIN1514 CUT EDGES OF �, SQUARE EDGE. PAINT REVEAL + + + + � 0. USING MINWAX JACOBEAN STAIN T � + 558 WITH MINWAX WALL' 108'-3 1/2" + ��°�� JACOBEAN STAIN I CABINET w B.O. CEILING 108'-3" G.W.B. BEYOND 558 START POINT 5/8" GYPSUM I /\/ I BOARD CEILING V11972 bm -• m mz SFEET L. , m U ,am S LIGHT COVE DETAIL @SEASONAL N LANTERN SILL DETAIL SEASONAL CEILING TRANSITION enmAS■11 -,a A8.11 SCALE: 1 I/2" = 1'-0" A8.11 SCALE: 1 1/2" = 1'-0" A10.00 SCALE: 1 1/2" = 1'-0" Plot Dote: 1/24/2019 REFER TO MILLWORK SHOP DRAWINGS FOR MORE INFORMAITON 10'-7211 10'-91" QUARTZITE TOP II 1a'-add" 1 11 ENSURE CUT OPENING FITS TYCO \ , `�� OVERHANG Q 111111111 SENSORMATIC FLUSH MOUNT COMPACT OVERHANG DEACTIVATOR ZBSMP-CM-F 4` mxo 1 I I L— J L J .. .. r^+. E 51 ABERCROMBIE & FITCH CO. CUTAWAY FOR 6301 FITCH PATH 11 , WALL OUTLET LOIc0 NEW ALBANY, OHIO 43054 co La _�- �_. 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", :12'U-' A9.00 ▪ ° A9.00 SCALE: 1" = 1'-0" A9.00 SCALE: I" = I'-0" • Plot Date: 1/24/2019 1'-77' 1131, 11-- Y711 1131 .• i. y- .• Yr I ie k E 11 1114:113 1.- (1) U) lf1 in 1 1 m o -r- 1 ' cv ABERCROMBIE & FITCH CO. \ _(.1' 6301 FITCH PATH y01. 0 NEW ALBANY, OHIO 43054 -S" 614-283-6500 \ `� , 411 11 I lu = 3'_5" 2 2'_71 n cv 21_7 ncr �.,-' /- 4 I 4 '• . 1 I „ ,, /- LCII� r 1nIa0 r /� 3 _8 31-511 int L.n E6 PLAN AT UPPER CABI'ETS '1 f • O E ate- •— \ • o 0 U -4U IL r . 1 r 1 . 1 ., .., ... .. . _ — 7 m . I .. 1 1 J3 00 0 „, , U Lei[ T. Lu c„:, ..4 >,O o — —1 CO 0u7 �IANGBAR ! • 0 Q7 O 1 - a Q a a W � - - - - m CO m m O N N co o a" 0 CSS a � -� .�.�.�.,.�.� �. N U N t I _1 + cv Cy CV — .. k .. - L'i l l a,� I CC W 1-1ANGBAR I oar Ill be q + _ ® -ICV ® '� a. Cg _ - 0 W 1 f I I I 111 4 4 4 4 �' - - - r R SECTION M SECTION 2 ii J�' 3'-5" 12 -1� _ ar 1. o M.02 SCALE: I" = 1'-0" A9.02 SCALE: I" = I'-0" / 3 -8 E Um PLAN AT UPPER CABIIETS L. 1 LEI 1,3•A - - _ r•nri- 1 i ---‘—"` W • i DEF✓%AC 51=NSGR BIN I I j u ,- —mr Q v Cv --icx Ti PRINTER T c\to D u Q w w q m15 , E 1 -... + I 1 1 DEMAG o o v p POWER UNIT - r m 6 _i 11n_ 11u 2 3'-5" 2 3I-8II / i E4 PLAN AT COUNTERTOP B ELEVATION (DOORS REMOVED) — SINGLE A9.02 SCALE: 1" = 1'-0" I • 1 M 0 Tr) I. w ' (N SENSOR BIN 0 1— > a L.Li w 0 1z •• .s , , __14 ►e 00 v) H < < m41/4--r. - — SIN ��2u 31_511 1211 . X ` � N X 31_511 N. 0) P NOT USED PLAN AT LOWER CABINETS req ,q U A9.02 SCALE: I" = I'-0" /N CO 0 21.\— - CO 0 Ar W .• 1, ` •9.0 ' 0 Z A ��� CL r k. - 0 -ICV 1 ! / \ ' . T--- + Q ❑ X N 1 1 PRINTER C EC zO W E5 C/) </ M D ,z m / q.o a0 2" -IN 11 31-5" 1 w Q2 -i/ cri = L ( N 3'-e" - � CC / X LLH Q H N LL- 0ZU a) z PLAN AT LOWER CARNETS Z ots cn _ 0 E4 a w co cc 0 •9.0 V m O Q a i I io O z `- ., , ., 1-ii Z Q O • I E3 . = J Z N I >> I 9.0 W J • — en — Q -IN sa N ` E2 DEMA f a G POWER UNIT / f r/ '� o Elh� in r i! 1 1 4 , „.lY::::".-1:""i:: .. I NN ce ll t2.;En � 2 31_511 12 ,x , t� S .Z©t� � O 31_811 O b E, G PLAN AT LOWER CABINETS U 11972 4• m zm SI-EE ,_ 1 mW J N S NOT USED N NOT USED E PLAN — SINGLE A ELEVATION — SINGLE a a t -6 A9.02 SCALE: I" = 1'-0" A9.02 SCALE: I" = l'-0" A9.02 SCALE: 1" = l'-0" A9.02 SCALE: 1" = 1'-0" A9. 2 ■ ■ Plot Date: 1/24/2019 GENERAL NOTES INSTALLATION SEQUENCE A. ALL COMPONENTS ASOCIATED w/ THE DENIM WALL STEP DESCRIPTION UNISTRUT/BOOKCASE FIXTURE SMALL BE PROVIDED BY A*F AND INSTALLED BY GC. 1 INSTALL COMPLETE UNISTRUT SYSTEM UPON COMPLETION OF FINIS:-IED FLOOR. _ NOTE ORIENTATION OF ANGLES AT CONNECTION TO CEILING. B. BOOKCASES ARE DELIVERED AS PRE-ASSEMBLED PRE-FINISHED UNITS w/ METAL MESH INSTALLED 2 ANCHOR SUPPORT PANELS TO UNISTRUT w/ TI-IRU-BOLTS PROVIDED. 10 / /I-OII / 0 C. MILLWORK VENDOR SHALL CLEARLY LABEL TOP OF BOOKCASE 3 INSTALL PRE-ASSEMBLED BOOKCASES BETWEEN SUPPORT PANELS. / ATTACH THROUGH PRE-DRILLED MOLES w/ FASTENERS PROVIDED. HOLD I EQ. C/L EQ. 41-6Q11 O.G. 4 INSTALL SHELVING (NOT SHOWN) USING SHELF SUPPORT SYSTEM PROVIDED. / / TYP. l' STEP IWELL CON TRUCTI0 0 --1 • ) (-- ABERCROMBIE & FITCH CO. I I I II I f 6301 FITCH PATH ° I I 7)-L-0 II III I NEW ALBANY, OHIO 43054 STEP 2 . �I t =��o l — — 614-283-6500 . 4171 : i . ° .,y Kw,'' I PRE-ASSEMBLED/FINISHED I I gu Q ° =� a o1 • STORY P ATFORM "(1 )0 STEP 3 °s e WOOD BOOKCASES w/ (6) ° °' • �� NOTE: ALL UNISTRUT IN PLAIN ADJUSTABLE SHELVES iii" ° /� (PL) STEEL FINISH �__ _:_ii__m________..1--- i. 4 ti : , °F ' ° l O E rlfill waj _a_• hl �_ ° °I v • r II l and' , m ■ Irk,■■ _- ;'� 9 (/7 m o r14 •- rr - _ �--til ` ;-�� ----- ca v - _ x. MINN�r maum. _ �■.1._ P1750 Q - ■r r t- 1: rill 2iiIi w o 0 �; ■ r r ; 41. lel ° . 1IE. ____ , . _" ■ - _ _o na f � _ ■irr■ • - O O O c../ °' .,.., ,, ,_____ -- ■ - lir---r--. =;__ - --- ___.___. 0 ,_. ° i ■ �{ P9000 P9200 Pg011 H DENIM WALL BOOKCASE PLAN oIN �.. - '' 04 -.'= ,_I `I �h a,� :rr� ° O� O N (O - i---!.- ��� - : ° P9200 A5.00 SCALE: 3/811 = 11-0" N v N • ■ ■r ' _ o =i" N ■■■ll • r 111 "Ill 01 PRE-ASSEMBLED/FINISHED WOOD d gZ '"inote " igo#�■ I -- :E ° ° ° BOOKCASES w/ (6) ADJUSTABLE \ SQUARE GRIP WELDED METAL -a •r�Tr •rti".'-=�°�� -- _ ma 0 1 e, 0 0 o ELEVATION SHELVES (WIRE MESH BACK NOT MESH BACK (SHELVES NOT W ---. ` -� _ �„��;� - .,I, ; lig 111111:3 ABERCROMBIE & FITCH CO. 6301 FITCH PATH NEW ALBANY, OHIO 43054 S • N • E J q_0 1.0 q.0 Cri.Cl 614-283-6500 WIDTH VARIESWIDTI-I VARIES •• • REFER TO FFE PLAN REFER TO FFE PLAN r 3'-11" 2i1 22" 2 " 2 TYP. J/ dr TYP. / TYP. / t sr `k- N. Q E I U o 1 1i a) � � m 11 11 11 f_`, I CRESTIN SCREEN. u) co x INSTALLER TO USE o STEEL HOOK MANUFACTURER I C ° o TEMPLATE ',o 0 Q3 0 \\\ 1� E75 � r——--1/ 1 1 L--J I —7w// CON / gc \\ Ia 4TDIFFUNG RO NSLUCENT PAN,\ 1 HINGED PANEL —* POTS LA } w/L—_JSLPNH COVETG.G, k M uTO INSTL RK 1 1 1 BOX 4 DEVICE IN l ui PRE-GUT HOLE Q Li- o C,9 SII■ !1 1 STEEL SHELF -I 1 1 Lil I- STEEL HOOK I I I I ° \\\ 11 11 1 0 n01 IX L \ \_ I- k- > a u co } D 0L.) D v lel DD � U - - - _1 � z zawc zD - - - D V 1 5EY u1 W0 Q C1D I- L - I I I • D o V o In 1- 0 NOTE: NOTE: NOTE: MILLWORK 15 SUPPLIED w/ LOOSE MILLWORK IS SUPPLIED w/ LOOSE MILLWORK IS SUPPLIED w/ LOOSE VERTICAL TRIM(S). G.G. SHALL VERTICAL TRIM(S). G.C. SHALL VERTICAL TRIM(S). G.C. SHALL SCRIBE TRIM TO ADJACENT MILLWORK. SCRIBE TRIM TO ADJACENT MILLWORK. SCRIBE TRIM TO ADJACENT MILLWORK. 0 U GLOW PANEL ELEVATION Q MIRROR PANEL ELEVATION C SHALLOW NICHE ELEVATION Aq.05 SCALE: 1" = I'-0" A 1.05 SCALE: 1" = 1'-0" Aq.05 SCALE: 1" = I'-0" 3" FRAME TO FRAME MINIMUM 1 0 R r' - + III . 'g o .. '1 1.1' ; a rx Q rY CI HLii 1- o a a m/1_ — —// —1/177 , El M M X a) CONT. PERIMETER CONT. PERIMETER - - CONT. PERIMETER :� WALL CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION WALL CONSTRUCTION -- _.._ 2x FRT NAILER 2x FRT NAILER 2x FRT NAILER Y 3_111 31�� 3- _ I 2 4, 2 2% EI U LED TAPE,I T ABLUM. LED TAPE-I TA ALUM. I LED TAPE IN ALUM. LED TAPE IN ALUM. `- - CO \z=j1I CHANNELCHANNEL - TSB CHANNEL - TSB -� C 74 , . ..4.siEllEMIMMIN f-� ,:_u_:,: . 11.FIQ CO U PROVIDE 1x4 PROVIDE 1x4 "" w SHIMS AS BLOCKING TtB BLOCKING TSB 0 Z REQUIRED - STEEL HOOK w/ 1:1 RUSTIC - Q - SHIMS AS SHIMS AS CLEAR POWDERCOAT FINISH0_ < PRE-ASSEMBLED $ PRE-ASSEMBLED * REQUIRED PRE-ASSEMBLED It REQUIRED 1 ! J CD a FINISHED MILLWORK FINISHED MILLWORK FINISHED MILLWORK 1 / LIGHT DIFFUSING ' '` MIRROR `�/ Q >< TRANSLUCENT PANEL /� Cr Z O 1.7 - SURFACE MOUNTED LED -- • It_' CRESTRON SCREEN Y I / 1 LATTICE ATTACHED TO s 1 , \ B PAIRED SHALLOW NICHE PLAN c o BACK OF MILLWORK 3 3 ICC d 3 !— Aq .0�5 SCALE: 1" = 1'-0" ix ft q 11LED TAPE IN ALUM. CHANNEL ' we C 7_ do U Q 3' r--. SINGLE GANG BOX w/ PRE-ASSEMBLED O I FINISHED MILLWORK •qA .q 0 �, ? DUPLEX/USB RECEPTACLE ' 1—= O Z W Z Q 1 CC ry W. L__ +-' HINGED PANEL w/ I- < O N _ 8 STEEL SHELF , tx.• —IN- V i -,� 8 -- o -= CONCEALED LATCH C.'3 LL D (} N. o o STEEL HOOK 0 1 1 CO - " LED DRIVERS 2 XI I 1 r H_ uJ Cl) 0 o 1 O o � I1 Er m 0 <GUT-OUT MAY OCCUR SHIMS AS I I 0 cL = REQUIRED j 3'-8" O C3 ZLLJ ciLL' I U Q O % I SHIMSAS �, R.D. (COORD. w/ MILLWORK) �� J Z SHIMS AS I Z oCON PERIMETER R . T. PER ETE W I REQUIRED REQUIRED GUT-OUT a I 2x FRT NAILER Q _ c' i w c� SHIMS AS jr. ? PROVIDE 1x4 PROVIDE 1x4 ` MAY OCCUR LU CC Q Q ti REQUIRED r.�..,., - , ,1 BLOCKING T*B BLOCKING T1B 1 r -Y ;i bil Q 09 N M,�,. 1--. .,...w... �� \ \ \ \ J _ ... .< .. .� «..,,.�<„ ani .� m` ■ LED TAPE IN ALUM. LED TAPE IN ALUM. LED TAPE IN ALUM. LED TAPE IN ALUM. �,, ° CHANNEL - T45 = CHANNEL - T4B - = CHANNEL - T4B = = CHANNEL - T48 l J + a -ice - D -icti D --1<t _ -=IN D -It -KSI 12I - "' I —I n1 PRE-ASSEMBLED $ m N� p cv O _1 �i O _1 �i O /LED DRIVERS 'r.�: N 4 /I = = _ _ - ;j - — — FINISHED M I LLWDRK CRESTRON SCREEN7 ,,�t T1? £ FINISHED FLOOR FINISHED FLOOR FINISHED FLOOR I FINISHED FLOOR / y ,,,.�" 'i1 r is.. 4 I `+ f I HINGED PANEL w/ STEEL SHELF "'.-�'' * Li(en•i' - 0, ^9 y ..... Z CONGEALED LATCH , / � .Li-,Ar ELAND,LI. l E J V-41:3 'D q . .0 •9.0 4OF 014' Y L a w i— m a LL *a U m m 11972 a ' 5 �1� o ti S1�1 U ;.- .m O s m j W N 3 � { S GLOW PANEL SECTION N MIRROR PANEL SECTION J SHALLOW NICHE SECTION E SHALLOW NICHE SECTION A SHALLOW NICHE PLAN 3 p, 4�t2 A9.05 CC'-'a Aq.05 SCALE: 111 = 1'-O'1 A9.05 SCALE: 1" = 1'-0" Aq.05 SCALE: 1" = 1'-0" AGI.05 SCALE: 1" = 1'-0" Aq.05 SCALE: 1" = 1'-0" Plot Date: 1/24/2019 fl 4111:6") 2 X 4 WOOD SLEEPER BELOW STUD WALL HEADER ABERCROMBIE & FITCH CO. — — — — 6301 FITCH PATH NEW ALBANY, OHIO 43054 1/2" BLOCKING FOR 614-283-6500 ATTACHMENT TO STUD WALL , I„ AROUND PERIMETER OF ROUGH / 2 -42 �� RHANGBARLIN FIBLACKENED STEEL FINISH CAM LOCK. MILLWORK OPENING BLACKENED STEEL SUPPLIER TO LOCATE AS 5/8" GWB WITI-I SET SCREW NEEDED. (CENTERED IS 31 Ii 31„ PREFERRED) 2 ;,c SEE CRESTRON SPECS FOR SIZE INFO • v...,,,. ,,, .,,,R,,,,,,,,,�,,� \c I APPROX ROUGH OPENING / `•� kk LOCATION. INSTALLER TO 1— o E - • FINISHED PANEL 1 USE CRESTRON CUT-OUT o 0 FINISHED PANEL DOOR �; 0 G TEMPLATE DUPLEX W/ (2) USBcn PLUGS SNAP-ON BLACK X COVER PLATE HORIZONTAL o ,T ELECTRICAL FEED "� ORIENTATION, CENTERED I Cr ° ° • ACCESS SLOTS AS / i W/ BLACK RECEPTACLES C a o NEEDEDN I r1 /_ �► G.C. TO 1 co w co c•-) ' INSTALL WORK o > N I I �j BOX AND Ci Zc OUTLET IN BLACKENED STEEL PRE-CUT HOLE IX Lu i_—_ V SHELF (1/4" THICK) [0 K -IN —IN Fill� LED LIGHT SLOT `; \• li u: ilia he= • 1 BLACKENED STEEL , +� u, o . . • • I Q a. Ce LIJ • .--, HOOK ►o .--, Z0 la ,, B _ B lam MIN r I .v „ ,.0, „- .,.0. ,, tn co 2 s 1--- . OIL .� _ o o 0 FINISHED PANEL 0 1- 4v f� , – O� fY , I O p LLI ,,. CI ` ' •t t1ttttt,„,tl,,�+i� ‘c rtilaC) U _ = �� i > q V - 1/2” BLOCKING AS NEEDED �;,C'+ o, ”' H I- LU FOR ATTACHMENT TO - = 31-11" Ew re o 0 - STUD WALL m� v • —IN —IN i' < w E U n 5/8" GWB = _ ' z u Z 4 1- o0 WOOD BASE _ re uiL1 Q � ZZ � z L11 w ,..,— a a] O H 0' Q LOOSE VERTICAL TRIMS TO BE + I 21-05" 4SCRIBED BY G.C. AS NEEDED TO �? n i o r CREATE A CONTINUOUS BAND AROUND m ~ t.D. - THE FITTING ROOM FROM 14.5" TO 84" guiv A.F.F. CONNECTING THE MILLWORK PIECES. U NOT USED Q NOT USED L FULL NICHE SECTION (MATERIAL) G FULL NICHE SECTION (DIMENSIONS) C FULL NICHE ELEVATION A9,06 SCALE: 1" = 1'-0" A9.06 SCALE: I" = 1'-0" A9.06 SCALE: 1" = 1'-0" A9.06 SCALE: 1" = 1'-0" Ad1.06 SCALE: 1" = 1'-0" ■ mo • ■ mommonor ALL EXPOSED WOOD IS FINISHED IN OILED WHITE OAK UNLESS1 R P OTHERWISE NOTED AND BLACKENED STEEL TO MATCH AMUNEAL SAMPLE ACCESS PANEL IN FLOOR OF NICHE BY MILLWORKERo H VENTILATION I I I •• o Ct SLOTS w ~ CC X Q w w 2 X 4 WOOD SLEEPER BELOW ELECTRICAL FEED 2 X 4 WOOD SLEEPER BELOW NOTE: f ACCESS o Q Q STUD WALL HEADER - _ _NE_ STUD WALL HEADER - ALL EXPOSED WOOD IS FINISHED IN _L— PANELINISHED .I C m �`� kt; OILED WHITE OAK UNLESS OTHERWISE 1/2" BLOCKING FOR .�� LED STRIP IN COVE X N- TED. 11 ANY EXPOSED METAL IS IN BLACKENED ATTACHMENT TO STUD WALL I 1�� � ..,-9, 1-GANG JUNCTION CV X 1/2" STEEL FINISH UNLESS OTHERWISE NOTED Wel AROUND PERIMETER OF ROUGH 2 -4- 111 i 2 _ z BOX INSTALLED CD BLOCKING FOR 1�� OPENING / / u q % HORIZONTAL ATTACHMENT TO STUD WALL 2 -42 a L . ORIENTATION AROUND PERIMETER OF ROUGH / /. 5/6 GWB H " Y �� OPENING 1u3_10 5/6" GWB X32 68 1'-0" 32" FRAMED OUT FOR ATTACHMENT 3 " ". 71 'r TO CENTER r r-----"- -••-----________,,,.____TO STUD WALLU CAMLOCK OF HANGBAR` -1N = ..I.1%, = ��� \-1(V I :� \NN J CD M FINISHED PANEL \"`"�",.s.N,,,,, ••••�••••\` '— ,.... - � 1�► N m 0 11 N 1 ,_ BLACKENED STEEL .i SHELF (1/4" THICK) W REMOVABLE ' �� HINGE I =1� \ FINISHED PANEL z HANGBAR IN ,4 !� FINISHED PANEL DOOR y PANELED S L E NOOK BELOW Q Q BLACKENED STEEL 1' / ♦ SHELF IN a W/ SET SCREW y Aq.0• Aq.0< ' Aq.0- ' ce q BLACKENED STEEL CD 4 FINISH SADDLE IN / VENTILATION SLOTS BLACKENED STEEL / AS NEEDED z A Z I�III 111 o �� 'I (MATER_I,A4W FINISHED PANEL • p ___ ___ ---. -�= B FULL NICHE PLAN L} cr o A9.06 SCALE: 1" = 1'-0" D fx + LED STRIP IN 1-GANG JUNCTION BOX s • Z1 - MILLWORK SLOT { A -u', `L`` 0 en — FINISHED PANEL -,�`, %I O 0 = W Z CO < q BLACKENED STEEL =1_71112V N 0 SHELF (1/4" THICK) i' ,1•� 1- < I- CV .. BLACKENED STEEL r FINISHED PANEL o MILLWORK VENDOR TO HOOK 3" ` D_ VERIFY CONNECTION - _ O FINISHED PANEL \ 0 1/2" BLOCKING AS `J " 1, \ _ \ -,. ,,,, ,,,,,,,,,,,,,,,,,,,,,,,, �, ,,,. \ \ IT z Q _ mph NEEDED FOR 7 I -74 4� o / _ - , - I 2 i_ ❑ o ATTACHMENT TO c .0-+ CO = WIZ 4,` STUD WALL 1/2" BLOCKING AS —IN .�rA '�, - Q o �n NEEDED FOR '�� � C!1 �Ct tri Z ~ AROUND PERIMETER ATTACHMENT �• "..................... . •11 inN J U Z CO J Z OF ROUGH OPENING I� AROUND PERIMETER _ G Q J ACCESS PANEL IN - - r=1� � - —Icy OF ROUGH OPENING N -,N COM' 27" DOOR W/ 1/8" GAPS "� �_ -ri W Q CC Q N 1 FLOOR OF NICHE ' -Iv W m i Q U a " �...��. ¢_ // 5/8" GWB \ + w = \ •,' „'.� o I p d 5/8 GWB .►_` at tttNttt•t.\•ttt:Vi:•. \\\\\\\[I,•. ��, •, :��� ,�1 ,� •� ❑ Q LL ry .�. ICV 1 —I� u + - -� • — .— w., \ mill 2 ` .. •• N a 4. WOOD BASE �- \ N WOOD BASE / ... 2 X 4 WOOD SLEEPER — 1 I . ._. r " ATOP METAL STUD ` 0 2 X 4 WOOD SLEEPER m - —IN KNEE WALL -/ MINI- —IN - - • _ *, b ATOP METAL STUD - ' _- ` • \ --- � � a`.r ,.w� 4—IV"11 . s -.+ Z‘I L. / i KNEE WALL _) 7 r'''''' T(,/ . ' '1"- '''' 4n _,, �f s I iiin•, h ;g 2 -71" ,z,„,,,t_14 , :-. , . 1. ,.,- 7.}" 95" ELAND, 4 4 # • 2 2 2 „ 2 22 31-11" 4OF 04 2. 4-1 a • 11972 x SHEET a w {aa = S FULL NICHE SECTION MATERIAL N FULL NICHE SECTION DIMENSIONS FULL NICHE SECTION MATERIAL E FULL NICHE SECTION DIMENSIONS A FULL NICHE PLAN DIMENSIONS ,T�QA A9.06 ° A9,06 SCALE: 1" = I'-0" A9.06 SCALE: 1" = I'-0" Aq.06 SCALE: 1" = 1`-0" A9.06 SCALE: 1" = 1'-0" A9.06 SCALE: 1" = 1'-0" ■ . ■ Plot Date: 1/24/2019 1'-811 MITERED JOINT o' d'' 2_111 221 2 ,_ 1/ ftT:IL IRh\ BENCH SEAT FINISHED TOP --El ' I �� � � WALL BASE BELOW 414 /V4" 51-IIMS AS NEEDED = 2-1/2" WIDE OILED / d1 SHIM LEVEL BOX AS WHITE OAK FRAME BENCH SEAT SUBFRAME = r ATTACH SEAT SUBFRAME TO _ NEEDED / 11` ; ; JAP5 ILLWOWALANEL MILLWORK IS SUPPLIED I'-8" ADD CORNER BRACING La LOOSE VERTICAL .o _ AS NEEDED TRIM(5). G.G. SHALL C4 1 - 1__1 _ =_ \ - cn SCRIBE TRIM TO 4,_011 CANTILEVER LINE OF BENCH ADJACENT MILLWORK. ABERCROMBIE & FITCH CO. SEAT ABOVE 6301 FITCH PATH cv NEW ALBANY, OHIO 43054 WALL LINE Y FACE OF MILLWORK PANEL ABOVE WALL BASE BELOW 614-283-6500 0 BACKiJT GLOW PAPE. ASSEMBLY DETAIL 4 PLAN I/2" X 1/2" WOOD STRIP IN OILED WHITE OAK 2-1/2" WIDE OILED WHITE 3" OAK FRAME o E 32 INDICATES GRAIN DIRECTION 0 0 0 f v m f / W m 1" rn� m v > 32 \ -— BACK _ I° .0 0 // \ - _ - - GLOW PANEL .8 o ATTACH SEAT SUBFRAME TO j E o MILLWORK WALL PANEL f _ w m ri I� ///��� BEHIND TO CLOSE ANY GAPS 7.0 OLED WIRE o '- � N r`f LED TAPE IN / OAK PAPEL. aDcNj � ,- [ QUIRK H — BENCH BASE BELOW ALUM. CHANNEL yr Lu �, r - - ATTACH MILLWORK BOX � TO WALL BEHIND = _ i WALL BASE �- WIRE LIGHT PRIOR TO 4'-0" i F INSTALLATION OF BENCH SEAT • , i WALL LINE FACE OF MILLWORK i ' N. 7 PANEL ABOVE i Ih� um 1/13 Re 0 SECTION 0TOP ELEVATION FACE OF MILLWORK PANEL ABOVE - = WALL LINE WALL LINE FACE OF MILLWORK I'-8" 211 32° PANEL ABOVE41f0" TYP. COTTON WHITE OAK cZ 1 WALL BASE. G.G. PROVIDED w I- 4 INSTALLED > Q u [x u� I I I I 44 ATTACH MILLWORK BOX TO Q cz 0 WALL BEHIND �u Cu w CI 121 OILED WHITE OAK FINISH. z � v � WALL BASE _ WOOD GRAIN TO RUN _ HALL BASE G.C. TO INSTALL LED TAPE z F ~ Q 1_ 0 `1 HORIZONTALLY i BELOW LIP OF BENCH o w G w w Ca - � - al z z - z D Ll U p 0 SIDE ELEVATION 6 FRONT ELEVATION • U ADA FITTING ROOM BENCH DETAILS G ADA FITTING ROOM BENCH DETAIL (WORMS EYE) A#.## SCALE: I' = I'-0" A9.07 SCALE: I" = I'-0" 1 R R / / 1 1 / - LED LATTICE / I / / — = _ — o Ili Q w , a / / 1 _1 • - - - - - - - - L/ — • g IL.-:-1 Ci Ce IX Ct ,�i .ii � �iiii ,ii liiii �iiiii 111 a V) w / _ o a El a2 2 / ADA BENCH BELOW, GLOW SX f / REFER TO DETAIL U/A9.07 PANEL , / N X / N. Ch / OWNER SUPPLIED / - Y / HANDBAR IN = BLACKENED STEEL / 0 OWNEUPPLIED HOOKS FINISH AT 48" A.F.F. / I— \ TO TOP OF HANGBAR / CO LL / CO U / WOOD PANEL IN __ / W OILED WHITE OAK 0Z / -- — W Op PANEL IN OIL WHITE OAK r ALERT-TECH CALL Q 1/ BUTTON @ 48" a a A.F.F. < (TYP.) (O.S.M.) Cl) p I ■ IO X / 1 �i.05 Z / M i / o Q ac 0 CD / - LED STRIP ABOVE Z Z ct / \ AND BELOW FRAME V O N a / \ MIRROR PANEL �` ~ LL < VERTICAL LIGHT / • Q O Z SCONCE (TYP.) OPP. Qzr--1 cc W Z W ES o 1 / ,...,� ---------7 _ / _ uii ..S II / J Z Q z / / / / 11 S -7 I— Wa a n W 13-r- 3 5 / OC z r s , 6 i (,,‘. P."'Y ".." M .ri IN -__.„..4'-'1.44.-". -______ 7 ---_____ ----__ CLF,NELAND, ()ii (Pea { ,2 . oI u v 0 d t 11972 b-q r3, w SHEET •1"/v n„ E ADA FITTING ROOM TYPICAL PLAN LAYOUT ,,,, A9.07 A9.07 SCALE: 1" = I'-0" Plot Dote: 1/24/2019 :::::) ABERCROMBIE & FITCH CO. 6301 FITCH PATH NEW ALBANY, OHIO 43054 614-283-6500 o F o a W a- - 3 m ,_ -0 v x o I 20 a� 0 ° �, o T NOTo 0 0ce _2 o N N ti A9.08 SCALE: 1 I/2 = 11-0" I la w hei 31....71" Ig E: 2 1 w CO• 2 cg x L Ni+ 111 ak- o ki C Lij SAN VEW WOOD SHELF F 0- +vu z CI wLU E ° ❑ zO z 4ij p FACE OF GYP. BD. ou_i Q w w o z � m ' H L ❑ Q VALANCE +1~ COVE 11-4" mit miter 6 ❑ U p �, LIGHT MAY OCCUR miter 1 1 H 1 , \ / ,_ • ,1 < i 271)///////i IO FRONT ELEVATION SDE ELEVATION . - CEILING MAY OCCUR 1 R R U NOT USED 0 SHELF DETAILS _ A9,08 SCALE: 1 1/2" = 1'-0" A9.08 SCALE: 1 1/2" = 1'-0" N W L/ o 1- Q w g iii D acc x - . o w w I- I- 0 a a m - 4 N X N. Q) NOTE: G.G. TO REFER TO INSTALLATION ,, ) _ GUIDE FOR ASSEMBLY INSTRUCTIONS I/ � '!: 3/4" TI-TICK PLYWOOD U 4'_1",5'_11",71_9", OR I1'-5" 4� FURRING STRIPS (SUPPLIED CO CO/- BY VENDOR) ANCHORED 0 Li- T THROUGH GYP. BD. TO EACH m 0 •5.00 STUD w/ (2) #10's (TYP) W C) Z PONDER COATED 18 GA. _ - Q< ALUMINUM CLADDING (BY —-- I � - ce OTHERS) G.G. TO GUT TO . . _ - .-,.. ... •. _ r.• ... . r . - -•, ... :.. .- �. " CI) p WIDTH APPLY ON SITE l WALL CONSTRUCTION : , • I 1 r i--r(- ---/ e,r1 1"il r i i;: , -. - -- --/s .- �l c//#1.-i_ -_ --. .--_-7---.. M 77! - -/-?-. �: .. - �i��" - _ l . 1/4" GLASS MIRROR w/ VENDOR �, . . .,. a ....-.. a TNOT USED SUPPLIED PREFABRICATED — _ �� ANCHORL-ACKENTO CASEWORK STEEL ME, xi i Q A9.08 SCALE: 1 1/2" = 1 -0 , . C) > > _�' Cr) 0LIC —KV ' ' •9.0: W 0 CM :_/ '� PONDER COATED ALUMINUM CLADDING .• , 0 Q I- CV �`,://' ,r, MAY OCCUR, REFER TO SHEET A5.00 �1 n / J � cm 0 cA .0 3/4" BASE W i� PULLS $ INLAID MAGNETS W CO 0 U PAbi.t,..._.. ..,_.....__ __._-.-- LEVE=LER (TYP) 6 . / 10 Q a) I_ 13- 1:-. oYrcT..,-).1 .4,<".. p' �„ / / ,� ± 64- ( ikk2. .„,....t_H . T ,:," _ - 6' 1'-101" .�,�''. e Licen..e = hfF=9 a 2 CLEVELAND,D, OHH I ti-e,- r u E _, SI E u i ill 11972 L �w SHEET rt N' ' NOT USED WALL CASE PLAN WALL CASE SECTION D- V S N A ° a a A9.o8 --Ir'' A9.08 SCALE: l I/2ii = 11-0" A9.08 SCALE: 11/2n = 11-0" A9.08 SCALE: 11/2II = 11-0" Plot Date: 1/24/2019 ,18,x" 11816" GENERAL NOTES OVERALL �, / OVERALL E CE A. REFER TO RESPONSIBILITY SCHEDULE CL •9.0' PAT ERN II W$-7 g." B. ALL EXPOSED 4 SEMI EXPOSED SURFACES TO BE TIP• 1 RE EAT / - 5816 RUSTIC CLEAR 1:1 PER ASF APPROVED o ® �; Li `` I -- 1 OVERALL - STANDARD U N 0 II \ \ G. COORDINATE w/ ASF APPROVED SHOP DRAWINGS if 41111111111113 _�, r-- ._ _ AND A*F PROJECT MANAGER i i i - - - -- - - - - - -- - - - - - - -- - -- - - - - -- SHEET METAL CLADDING w/ �, ' r - -----14 _-- -- - - - _ D. COORDINATE w/ ELECTRICAL DRAWINGS = I-IRP40 RUSTIC CLEAR FINI51-I IN _� I E. INSTALL SHEATHING, BACKER BOARD AND TILE P C -� I� • i --T I I M n '1! AS INDICATED II I I I II F. INSTALL LED TAPE ON EXPOSED SIDES ONLY, REFER TO FLOOR LIGHTING PLAN AND N ��I 6 ABERCROMBIE & FITCH CO. BASE WRAP HRP40 �.. ELECTRICAL DRAWINGS. i9.0 I w BLACKENED STEEL FINISH w/ 6301 FITCH PATH -� w PROTECTIVE CLEAR GOAT NEW ALBANY, OHIO 43054 _1 w C z I 614-283-6500 a OzNq > �' _ - - - - - 1- 0-1 CiNg II 0' D STORY END ELEVATION O �• O !Y tv - 4 D A' .0' SCALE: 1" I'-0" lA u FLOOR MOUNTED J-BOX I i j N •q 0' / / REFER TO PLAN '' 118 6.. OVERALL I - 0 E ii J I 2 o 0 I. 0 0 . I I N i--- =I� - `, - I SHEET METAL CLADDING w/ - a l-RP$O RUSTIC CLEAR FINISH Y N o I I r f I a I o - 0 L-BRACKETS w/ HEX FR NT 143�� \- STEEL COVER PLATE 1/8" X 3/4" METAL FRONT I I � BOLTS FOR LEVELING (V� 16 w/ 5-1/2" x q" ACCESS CLOSURE TRIM N � OPENING, REFER TO INSTALLED OVER TILE " o N DETAIL U/Aq.Oq ,�� AROUND PERIMETER I > BASE WRAP w/ I-1RP#0 6 ,, Q ocu ci:i BLACKENED STEEL FIN I51-1 w/ N v N •9.0" PROTECT IVE CLEAR COAT dIZ la1111 he Z V STORY PLAN w/o TILE M STORY PLAN w/ TILE C STORY SIDE ELEVATION a. CC Ow A9.09 SCALE: 1" = 1'-0" A9.09 SCALE: I" = 1'-0" A9.09 SCALE: 1" = 1'-0" Ham ix 10" I I . 511 111 Bo 4r . . 6in 2 r 4 d i i trilco .\ \ 10" \ r I-7 -1� ], 1, 1". . o w /,\ �cti = ivLI Li > Q w � w u IC fY 1.0 <\N. N. D- \3u 61 u i 3u p cz V p w \� \� �` LJ LJ 4 ,� 1,1111 2 ,1 , 4 �7 > p J > .J \ \ nu Z _Iw 4 rnp I- 0p ww p I Loco Lii w E z BOTTOM VIEW SIDE VIEW p p U n i-, 10" 6J , f t ....... .......... ......., ,, 6_,„ ...„, I 2 , f ....--1 f -IN 1 r -1 COVER PLATE a" ,, 5i" R„ TOP VIEW END VIEW 1 R R U COVER PLATE DETAIL = l'-0" CO Aq.Oq SCALE: 3 Q w o 1— 5 a Ld goce CC CC `1 w w 6-1/2" x 10" STEEL COVER o o ( ) ( PLATE w/ HRP O RUSTIC Q CLEAR FINISH, 1:1 PER MF AB74583 - 1/8" X 3/4" m APPROVED SAMPLE. METAL TRIM CLOSURE i 1/4" THICK CEMENTITIOU5 INSTALL OVER TILE SHEET METAL CLADDING x REFER TO DETAIL U/Aq.0 14 GA. HRP*O RUSTIC {� X CLEAR FINISH, I:I PER BACKER BOARD (2) LAYERS OF ASF APPROVED SAMPLE Q� PORCELAIN TILE 5/8" FRT PLYWOOD - STAGGER JOINTS MORTAR \ _ U 111 11 11 1 1111111111111111111111111 1 11 — — 01 111 1 111 11 1111 111 11 1111111 111111 11111111111111 11 111 1111 111111111 1111 11 1 1 11 11 II , 1 111 11 1 H 1 CO m +N \ \ m U I .‘ \ ‘\‘‘S. \‘\ A' \ \‘\ , 414( 5-1/2" x q" if • , 0 C] CC R.O. — C/) d x 1 c Z 1 Ty M 0 Z [ LLI Q �_ • WELDED TUBULAR FRAME ---› ----> <-› eirs a 0 _ FLOOR MOUNTED 1-BOX, REFER TO PLAN cc Z W Z C7 Q CD UaoN 1, - - � D0N. Z z L W co _ 11 GA HRP4O L—ANGLE I X 2" W/ 5/16-18 IJ P \ = W z < Q O HOLES - WELDED TO METAL FRAME 4 I CO O Q USED FOR LEVELING USING 5/16-18 X 1-1/2 I 2 0 CI HEX BOLTS INSERTED FROM THE TOP LED TAPE w/ ALUM. Go0 0Z t- 2.1 1 ..—\\\ r CHANNEL - INSET J Z_ < 0 - 1/4" FROM EDGE Q V 2 u) H W co el O t, W W Ca Li n a \ Q v� 0d- BASE WRAP - 14 GA 6�� HRP$O BLACKENED STEEL '. 5 UNDERGROUND CONDUIT MAY o OCCUR, REFER TO PLAN .' FINISH IN/PROTECTIVE f� .r. t t CLEAR COAT PER A&F r ". O. APPROVED STANDARD .' .� ,,: \ \ 4_ 7 Cft. .11 T /Or- - -, -.' Nq, ih _ m %'' • License b 59 + z.z. - CLE.N ELAND, ()II j (1:0,0 14/1.).02 CF.02--;;(3,,c,)'' 0-3m 1 n 2 11972 ,6 t aSEEET �v� I,q1°'p, N COVER PLATE SECTION E PERIMETER DETAIL A9.09 A9.10 SCALE: 611 = 11-0" A9.10 SCALE: 6 = 11-0" Plot Date: 1/24/2019 NOTES: 1. G.C. TO CONSULT STORE PLAN TO DETERMINE REQUIRED POWER $ TILE LAYOUT 2. ALL EXPOSED $ SEMI EXPOSED SURFACES TO BE RUSTIC CLEAR I:I PER A*F APPROVED STANDARD 1111:3 AB74583 - 1/8" X 3/4" ABERCROMBIE & FITCH CO. METAL TRIM CLOSURE INSTALL OVER TILE 6301 FITCH PATH 3/8" THICK PORCELAIN NEW ALBANY, OHIO 43054 1/4" THICK CEMENTITIOUS TILE (BY OWNER) 514-283-6500 BACKER (BY OWNER) 1/4" THICK MORTAR 7/16 1 1/4" THICK (2) LAYERS OF 5/8" (BY OWNER) / PT°TTHH (BHER) \ i_ co II II VIII II III \ 11 �NH H I I II I IIIIIIIIIII II �In I \\,:\X„, a) SNL_ H N 77 V X D � 7" 1" SQUARE - 16 GA ''0 ° w O � N N O N c0 / S N U N eg la WI %as IX1 I/2 - 16GA -1 1" SQUARE - 16 GA 1 kffa 18638818 —1- 1" SQUARE - 16 GA r 1/4.si [-ni OW ii: MC m\- \ \ ile 11 GA HRP4O L-ANGLE 1 X 2" W/5/16-18 HOLES - LED TAP LIGHT BY OTHER. g WELDED TO METAL FRAME $ USED FOR LEVELING INSET 1/4" FROM EDGE r 13/8 / TOP CLADDING - 14 GA. USING 5/16-18 X 1-1/2 HEX BOLTS INSERTED FROM 1-1RP$0 RUSTIC CLEAR 1:1 THE TOP PER A$F APPROVED `Y' ni\ I � SAMPLE ..._ CK 0 Lo 1" SQUARE - 16 GA BASE WRAP - 14 GA LLI q v HRP*O BLACKENED STEEL FINISH a-g '6 z rDi N/PROTECTIVE CLEAR D oo w COAT PER A$F X L5> D _i> ° 2 2 APPROVED STANDARD p v z rx v / / / , w z wUu D — w za z 6 f, m0 H 6Q Q 0 6 v o P 1 U NOT USED G SIDE SECTION A9.10 SCALE: 6 = I -0 " A9.10 SCALE: 6" = 1'-0" NOTES: NOTES: 1, G.G. TO CONSULT STORE PLAN TO DETERMINE REQUIRED POWER 4 TILE I. G.G. TO CONSULT STORE PLAN TO DETERMINE REQUIRED POWER 4 TILE1 0 0 LAYOUT LAYOUT 2. ALL EXPOSED it SEMI EXPOSED SURFACES TO BE RUSTIC CLEAR 1:1 PER ASF 2. ALL EXPOSED $ SEMI EXPOSED SURFACES TO BE RUSTIC CLEAR 1:1 PER ASF APPROVED STANDARD APPROVED STANDARD 0 w 0 I— J a IX L ~ X IX i CI IX a w w Cl I- I- 10 9/16 / 0 a a 75542 - 1/2" THICK TEMPERED CL m GLASS WITH FROSTED FILM WITH 10 19/32 HINGED PANEL EXTRA FROSTED FILM CLEARAB74583 - 1/8" X 3/4" LAMP POST $ PLUG, BY OTHERS AB74583 - 1/8" X 3/4" x URETHANE HUMPONS METAL TRIM CLOSURE METALJCLECV 751 - LIGHT BOX SLIDES INTO INSTALLBOX SLIDES INSTALOVER TILE m INTO THE CUTOUT THE CUTOUT 3/8" THICK PORCELAIN 3/8" THICK PORCELAIN r 1/4" THICK CEMENTITIOUS TILE (BY OWNER) 1/4" THICK CEMENTITIOUS TILE (BY OWNER) Y BACKER (BY OWNER) I/4" THICK MORTAR 7/16 BACKER (BY OWNER) - VI— I/4" THICK MORTAR 7/16 U 11/4" THICK (2) LAYERS OF 5/8" (BY OWNER) 1 I/4" THICK (2) LAYERS OF 5/8" {BY OWNER) PLYWOOD (BY OTHER) co \ PLYWOOD (BY OTHER) \ co m r� LJ- _ >f ) ) 1I ) 11 ) ) 1L1JI1 �� � I , J11 , I L � I �-� � I �_ w � J � J ' I I I I I I I III I �I I I , .. \%\ \ 1 1 ' I . o co \ 1- 0 0 0 0 0 0 — '\ >I < "\\\ \\ , ,-, N 000000 z 1" - 1" SQUARE - 16GA 0 SQUARE 16 GA M LED TAPE LIGHT AND PLUG, BY _ r ^ ^ ^ ^ ^ ^ ^ cr 4CC OTHERS - Q C / ..q l — Li_ CC o Ni I X I 1/2 - 16 GA 7 1" SQUARE - 16 GA 10 ._=. — m 1" SQUARE - 16 GA � Q H11111111 CM \ I X I 1/2 — 16 GA I" SQUARE - 16GA � — = Z a) Z - Wto ° = o V SQUARE - 16 GA f <r 1 = Wcc, Z Q Q0 rn (NI Ms rn 11 GA HRP*O L-ANGLE 1 X 2" N/5/16-I8 HOLES - LED TAP LIGHT BY OTHER. -�' m \ 11 GA HRP*O L-ANGLE 1 X 2" W/5/I6-18 HOLES - - �= \ "' 0 Lw IN1/4" �— 1 3/8 \ WELDED TO METAL FRAME 4 USED FOR LEVELING -- 13/8 0 (� Z WELDED TO METAL FRAME USED FOR LEVELING INSET FROM EDGE / TOP CLADDING - 14 GA. TOP CLADDING - 14 GA. Z �j Q O USING 5/16-18 X 1-1/2 HEX BOLTS INSERTED FROM HRP*O RUSTIC CLEAR 1:1 USING 5/16-18 X 1-1/2 HEX BOLTS INSERTED FROM HRP40 RUSTIC CLEAR 1:1 J (� — co J Z THE TOP m SPER A$F AMPLE APPROVED THE TOP m SAMPLE APPROVED W CD M N. I- J / I\ 11 r W m Q U3 O U PN1/4......„,, [ --, LED TAP LIGHT BY 13 Q 5 O) a. 0 / \ OTHER. INSET 1/4" FROM� EDGE __ • 111 1^:r . 1" SQUARE - 16 GA � � � \ .BASE WRAP - 14 GA 1" SQUARE - 16 GA � I \ BASE WRAF - 14 GA - :. �} . - . 2 2 HRP O BLACKENED2 2 HRP OBLACKENED // ,r / ,r STEEL FINISH / ,r / STEEL FINISH F � f :.. W/PROTECTIVE CLEAR W/PROTECTIVE CLEAR GOAT PER A$F COAT PER A$F Ni Fih.- APPROVED STANDARD APPROVED STANDARD S-�. " ' Eiden•-- hiFF9 0 6 6 t_L t:\ELAND, O H 0 Q ry r 1 s 11972 40 C �11t SHEET (,„„_,_ , � 0 'x'ry a, N SIDE SECTION THROUGH LIGHT BOX E SIDE SECTION THROUGH PLUG IN P.: a --- -“) 1 A9.10 SCALE: 6” = I -0 A9.10 SCALE: 6" = 1'-0" Plot Date: 1/24/2019 G.W.B. COLUMN ENCLOSURES TO /./ RECEIVE METAL CORNER BEADS - FILL 4 SAND TO MAKE SMOOTH (TYP.) MOUNTING HOLE WOOD BASE, MITER CORNERS, REFER TO FLOOR FINISH PLAN 1/4' CONCEALED CONTINUOUS PIANO HINGE Li1 11111:3 , ,c/4\,13 n'A IL H ,r 24" •L J. El b [ J A \ SEE PLAN - U n RECESSED HOUSING B.O. CEILING SJSPENDED GYPSUM no�o� _��p no�o� n'e i s 5/8" G.W.B. BOARD SYSTEM -� 5/8" GYPSUM BOARD r� �.' �l 0 0 r () L-L \ SEE PLAN ABERCROMBIE & FITCH CO. 6005125-43 METAL STUDS B.O. CEILING ;•_' 6301 FITCH PATH E !` i'�ii @ 16"o.c., ANCHOR TO d = �'`' ••• • .r z �� ( 1 STRUCTURE ABOVE --,-s-° 5/8" GYPSUM BOARD NEW ALBANY, OHIO 43054 f it ,�,� % I ��� --f- ��°V� ➢���p SEE PLAN 614-283-6500 �r r 4 13 B.O. CEILING, f SCREW DRIVER CAM LATCH / i 5/6" GYPSUM BOARD / COUNTERSUNK FLATHEADb# bGA. FRAME WITH 22 GA. SCREW ATTACHMENT - BLACK /SUSIFENIF� GYPSUM p GALVANIZED CORNER BEAD BOARD :•YSTEM -- r \ PEOPLE COUNTER WITH SWIVEL >I ft� MOUNTING PLATE. SENSOR SHOULD / 600T125-43 METAL TRACK 5/8" TYPE "X" G.W.B. CEILING VI WOOD SIDING/CEING AREAS, BE PARALLEL TO THE FLOOR. �� APPLY WOOD OVER ACCESS PANEL ~ o o E `. COORDINATE ANGLE WITH OWNER. I J� )a 0 MA GH ADJACENT 0 o ai Li ❑ 0 MALL STRUCTURAL COLUMN - V.I.F. -� - SEE PLAN a a ® ® SEE PLAN T T W �, , B.O. HEADER B.D. CEILING L-DWG FLUSH MOUNTED NON-RATED CEILING MOUNTED I— W CO T' 0 ACCESS PANEL BY LARSEN MFG. OR EQUAL. 24" X 24" — - METAL STUDS OR METAL CLIP FASTENERS, SECURE TO COLUMN. PHOSPHATE DIPPED AND PRIMED COATED I cr .0 0 T 0 00 67 V COLUMN DETAIL AT G.W.B. R PEOPLE COUNTER HOUSING DETAIL M G.W.B. HEADER DETAIL H G.W.B. C EILING TR ANSITION D CEILING MOUNTED ACCESS PANEL W E CI Ca C) CC Q A2.00 SCALE: 311 = 1'-0" A3.00 SCALE: 3" = 1`-0" A10.00 SCALE: 11/2" = 1'-0" A10.00 SCALE: 11/2" = I -0" A3.00 SCALE: 6" = 1'-0° N v N ■ p 1. - Ce Lij 555 SIDING. ROUTE OUT BACK OF BOTTOM BOARD TO ACCOMMODATE ANGLES AS 5/8" GYPSUM BOARD SUSPENDED GYPSUM z REQUIRED. FULL PLANK AT BOTTOM. REFER TO RCP FOR BOARD CEILING SYSTEM FINISH w/ CABLES @ 24"o.c. MAX. 5/8" FRT PLYWOOD PAINT MITER WOOD LIGHT FIXTURE WITH FROSTED "MATTE BLACK' SIDING AT METAL FRAMING INAREA OF SKYLIGHT/ CORNERS - TYP. CENSE SURFACE MOUNTED Pia MINN 5/8" FRT PLYWOOD TIGHT TO VALANCE; FACE CO Or IIC Vil/IJIc( ( //(111 �iY//// I C ( ((f�) �_L METAL ANGLES BETWEEN SUSPENSION ANGLED (I) CLICK UP FROM eig � ��� ��� MEMBERS HORIZ. FLAT TO AIM AT WALL e / (/ 0 _n ., , n_ L . . .i r..0__ ,.k. .,.... , #,#.r.lSUSPENDED GYPSUM WOOD VENEER VALANCE TO L 1 [ I 1 /1 FRAMING MATCH WALL CASE 40 ' '.• ' _04..-.-..1....1 i• \ . lc irc* 1 SEE PLAN - --- - WALL CABINET — L' 0 Us � B.O. CEILING -s � N ,:.`1" 1" 4AN 1u I -02i. / 5/:" GYPSUM BOARD / I r �T 4S . , E --. 0 // 0CZ ' REF ' TO RGP FO' FINISH v ^I� j �' I/2" PLY •rD i, • : >LLJ Q u of / 3/4" TONGU` 'ND GROOVE ' {{ 1 — // Q L b new z Q / WOOD SI NG i1 / � ; p / /7) AT GYPSUM CEILING STE COLUMN. R ER AT WOOD CEILING LED PANEL w/ 5/8" x z z a o nw I" I" T. 'LAN FOR FINISH 6" WIDE 'Z' BRACKET - a a ww p (MIN. b PER PANEL) 5 rY LLI w — z CD Cr I- n r 10 - 1; , fr 1-1/2" x i-1/2" x I/8" METAL ; p p Li Q \ , ' - ,,_ if MAINTAIN 1" GAP AROUND ANGLE, WELDED TO METAL . - rri Jul" 1N--- , ( I I �{Y ��/� fI I i ty111�� �I. PERIMI=TI±R OF COLUMN TUBE (GRIND WELDS SMOOTH}y1/2" xI-1/2" x1/8" METAL ' 1" x 3" x 1/8" METAL TUBE TUBE w/ WELDED CAPS EACH V I ❑ O MALL STRUCTURAL COLUMN - V.I.F. - FRAME (MITEREDEND, WELDED TO METAL TUBE CEILING FINISH WELDED @CORNERS) (GRIND WELDS SMOOTH) 1— METAL STUDS OR METAL CLIP PLAN FASTENERS, SECURE TO COLUMN. U COLUMN DETAIL AT SSB CEILING DETAIL AT COLUMN G DENIM SKYLIGHT DETAIL C ABOVE CABINET LIGHT DETAIL A2.00 SCALE: 3" = 1`-0" 10.00 SCALE: 1" = I'-0" A10.00 SCALE: 6" = 1'-0" A3.00 SCALE: 3" = 1'-0" • SUSPENDED GYPSUM V ipIllft BOARD CEILING SYSTEM w/ CABLES @ 24"o.c. MAX. 1 0 R / IN AREA OF SKYLIGHT /f /\/ / c 6" • TAL STUDS , '�� 5/8FRT PLYWOOD AT 16 •.C. / '// (,,,.. BETWEEN SUSPENSIONili MEMBERS '' // O 5/8" GYPSUM BOARD ,.. ii\I I- LLi5 5/6" OARD5/8" FRT PLY '•D PAINT ,( ,-----'s."-- 14- Iii CI Ce ?/I g JOINT COMPOUND _— =__. "MATTE BLACK Q CC rY a JAMB STUD OR I I / 0 LL.1 UJ TEAR AWAY "L" BEAD DEADER BEAM —• TONGUE AND GROVE /�'' / CO VI _= SIDING. ' % a a 2X FRT BLOCKING o m P-7—:'--- 106'-3"AFF —- b" CONTINUOUS TRACK. ko# ,fj X NERD X 15- F 1 O� o \- @ LED PANEL w/ 5/8" x z 3/4" WOOD TRIM " , '' �i Y z b WIDE Z BRACKET f� 0- (MIN. 6 PER PANEL) / ." % Z l %/� U 0 108-3 1-1/2" x I-1/2" x 1/8" METAL -�• AFF — ANGLE, WELDED TO METAL n 0 in MITER CORNER AT TUBE (GRIND WELDS SMOOTH) EQ. EQ. LL I" x 3" x 1/6" METAL TUBE I OPENING / % CO U Ili FRAME (MITERED $ I BUTT JOINT 843" 0 Z A6811 WELDED @ CORNERS) I BETWEEN 2 / /- Q PLANKS HEADER / a CC MIRROR w/ METAL J-CHANNEL, I Cl) 0 REFER TO DETAIL N/A5.00 I V d X cc >- z T WOOD TRIM DETAIL K NOT USED F DENIM SKYLIGHT DETAIL SSB JAMB/HEADER DETAIL c A3.00 SCALE: 3" = I'-O" A3.00 SCALE: 3" = 1'-0" A10.00 SCALE: 6" = 1'-0" A3.00 SCALE: 3" = I'-0" n c, 10'-445" Z CO / FRONT ANGLE TRIM SUSPENDED GYPSUM = w Z Q 3'-5111 31-5111 31_51 " PROVIDED LOOSE. G.C. TO BOARD CEILING SYSTEM 2" x 2" CONT. ANGLE LI- V i,2 0 N 4 4 �, 4 / INSTALL ANGLE TRIM BUTTED w/ CABLES @ 24"o.c. MAX. LIGHT COVE TIUBE FRAME TIUBE FRAME TIUBE FRAME TIGHT TO FRONT OF FRAME. POWER FOR LED 3"x2OGA% Q N PANEL MAY OCCUR / IN AREA OF SKYLIGHT STRAPPING w/ (2) #10 CO it D 0 N \ -' < (4) #10 SCREWS EACH STUD LU 0 5/8" FRT PLYWOOD \ / SCREWS (TYP.) - - BETWEEN SUSPENSION \ Q w o / ' MEMBERS I m Z Q 0 O / , 1 � 0 0 0 V-01" 3,_1111 / 11 IN 0 ~ Z �. 4 f 2 � 3625162-43 FRAMING @ 48 o.c. I d CLEAR FRAME �T - LED PANEL I 1 + + J Z KN) U s Q U = � CC J o l I I _ w o / CONT. 362T125-68 w/ W m CA Ct) Q 0 it U fk r ;r 65N- w ao Q _ _ TRANSLUCENT miv -: II ` (I) #10 SCREW EACH Q Q 01 d (n a -� �� cn -t y -mid FLANGE - ,n z < / ACRYLICI ` w Ao :.� o v L.Li j // PANEL 1-CO I — �� /ill [ 5/8" FRT PLYWOOD �f. ! .. 13 a V / , I \____ G.W.B. CEILING �.:: . F I12," •10.0• / / II II •IO.Or _ I x •10.0•` 2 .: ' r . • `�,, LED PANEL w/ 5/8" x :� t r�- 61 a -1 / b" WIDE 'Z' BRACKET • > !:§! 111 / / _ II II 1 II METAL �Ff� -t} • y O a i MIN. b PER PANEL "-" �/ / �-� ANGLE 1w/ COUNTERSUNK J s /� I i en�t torr=v / / SCREWS @ 7 o.c. MAX. ® GYP. BD. CEILING .r ,; CLE / I-1/2" x I-1/2" x 1/8" METAL 31u I " ' L + ANGLE WELDED TO METAL 2 1 -5 �' TUBE (GRIND WELDS SMOOTH) 0 COORD. w/ BOOKCASE „ I" x 3" x 1/8" METAL TUBE DENIM BOOKCASE UNISTRUT sty* - 1/2 x 1-1/2" TUBE (w/ Z-BRACKET - TIP. E WELD $ MITER CORNERS FRAME (MITERED 0 ANCHORED w/ LAG BOLTS, o CAPS) FULL WIDTH, OF METAL ANGLES +1 REFER TO SHEET A9.04 11972 BETWEEN FRAMES •10.0• TUBE FRAMES - TYP. WELDED @ CORNERS) 7 o LIGHT FIXTURE , SHEET rid' S NOT USED N DENIM SKYLIGHT PLAN E DENIM SKYLIGHT DETAIL A DENIM LIGHT COVE 3 II I 3/4" I 3" A10.00 A3.00 SCALE: 3 = 1 -0 A3.00 SCALE: = 1 -0" A10.00 SCALE: b = 1 -0 A3.00 SCALE: = 1L-0" Plot Date: 1/25/2019 NOTE: ALIGN TOP OF BOTH NOTE: NOTE: FLOORING MATERIALS WITH ALL STEEL BASE INSTALLED w/ ALL STEEL BASE INSTALLED w/ TOP OF TRANSITION STRIP. % n ADHESIVE. NO EXPOSED FASTENERS. ADHESIVE. NO }EXPOSED FASTENERS. 1\i 1/ �1 ALIGN TOP OF ANGLE w/ 3/4" TIG WOOD SIDING BUTT BOTH FLOOR INFILL AREA AROUND COLUMN WITH BOTTOM OF WOOD SIDING4- -,-- (FULL SQUARE-EDGE BOARD) BUTT BOTH FLOOR FINISHES TIGHT - MOSAIC TILE PATTERN. REFER TO _- RABBIT BACK OF BOARD 70 ( 4:1. 1: FINISHES TIGHT TO STAINLESS STEEL ENLARGED FINISH PLAN ON A4.01 \ ACCOMMODATE BASE I ANGLE TO STAINLESS STEEL TRANSITION STRIP, NO N /,/% AS REQUIRED TRANSITION STRIP, NO GROUT JOINT , GROUT JOINT 5/8"x5/8" BLACK POWDER FEATHER AS NEEDED TO MAINTAIN A.D.A. EGRESS COATED ALUMINUM ANGLE PLAN AT DEM AREA FLOORING �� �� CORK FLOORING 5/S GYPSUM BOARD 5/S FRT PLYWOOD, ABERCROMBIE & FITCH CO. PAINTED MATTE BLACK-H FC-1 II 1" 6301 FITCH PATH min mIU NEW ALBANY, OHIO 43054 LIQUID APPLIED SEALED FIELD MEASURE AND CUT NEGATIVE s 614-283-6500 VAPOR BARRIER CONCRETE �IN 1/2" WOOD MILLWORK FOR FLUSH +1 / +1 ,..0--11- AND TIGHT FIT �' MORTAR BED ` MAINTAIN 1" CLEAR AROUND PERIMETER OF BASE - BLACK POWDER /;-.K BASE - 7/8" x 7-1/2" x 1/8" COATED ALUMINUM ANGLE, f; BLACK POWDER COATED COLUMN, CAULK TO MATCH FLOOR COORD. HEIGHT w/ ADJACENT j ALUMINUM ANGLE FIELD CUT SEAM WOOD SIDING d� I CORK FLOORING 4/ CORK FLOORING 1' �, /, q� 1 CORK FLOORING ;�� / � /° %/ III""" a WOOD PLANK THICKNESS TO MATCH 1o 0 .1FLOORING MATERIAL FOR EVEN ,. i y �� ' _ �� v EXISTING TRANSITIONa z. t CONCRETE SLAB 4 LiLI LI 4 �- o ,, a v x PLAN AT CORK FLOORING 1 IT 0 g � a� o8 o FLOORING - CORK TOCONCRETE EXPOSED COLUMN BASE DETAIL METAL ANGLE BASE AT 1 w . " V NOT USED R Co C M H G G.W.B. D METAL ANGLE BASE AT SSB ,� o A10.01 SCALE: 6" = 1'-0" A10.01 SCALE: 6" = 1'-0" A10.01 SCALE: 1" = 1'-0" A10.01 SCALE: 6" = 1'-0" A10,01 SCALE: 6" = i'-0" ■ ,.1., ,„ , ,, - _ - IX uJ NOTE: ALIGN TOP OF BOTH W FLOORING MATERIALS WITH TOP OF TRANSITION STRIP. l MR WALL CASE BASE, a iE AMR REFER TO SHOP j� DRAW I NGS 0 la CLEAR ANODIZED SCHLUTER -- f�/ nom - SGHIENE TRANSITION "Ii > 5/8" G.N.B. CO we Aft WALL CASE BASE, C cc illZ //� 3�� REFER TO SHOP IX WOOD BASE /�` DRAWINGS b TILE FLOORING 7W41.-X1��� 0 i44;w - - ` /0/ LINE OF CABINET MOSAIC MARBLE FLOORING - ` ~�ANte`�`��4ik BN ,1. -- AB NET ASE UNDER /���., .e - ._ „ ='��'�� ABOVE MORTAR BED MORTAR BED - �` AlIIIII�' ���.'�1+ r.�'' 58" W 1,1 4111 = 111 11 G.G.N.B. .� nN 1 , 4. 10.- �frii , � f 1X WOOD BASE III to CZ I I _ /lc-- , l / it BASE UNDER O >ir / /, 1/ / 11U i ________ 111 5" 1 liAlII. CABINEThe Q u t, 1X WOOD BASE BASE UNDER 1�1 , �����/ �t ° Q 4 d a u CABINET 11� 11 Ir w Z W ��� Q o ° 5/8" G.W.B. j11� 112 'I II Of\ N �? � Q � LLI > o *T ,�A 1 � < ww EXISTING �����,���� LINE OF jllf‘t,v ja � z _) zCa'--*...•'�� 1,,` BASE UNDER �,1 / m o q QCONCRETE SLAB - �+ . -�� 6% CABINET ABOVE �� 1 �7 _1 +�..�� `�;� CABINET t11 , 1 1 , $0,, 3" 3 1 1t 0 o u o 0 WALL CASE BASE, 1�1 1 ■ ` \ REFER TO SHOP ��� 5 L____\4‘ Iit DRAWINGS �I� ( 1 Ift`1 1 • 111 11 1 U NOT USED Q FLOORING - MARBLE TO TILE L BASE AT ANGLED WALL CORNER G BASE AT AMOEBA WALL CABINETS C BASE AT ANGLED WALL A10.01 SCALE: 6" = 11-0" A10.01 SCALE: 6" = 1'-0" A10.01 SCALE: 3' = l'-0" 410.01 SCALE: 3' = 1'-0" A10,01 SCALE: 3" = 1'-0" ■ I NOTE: ALIGN TOP OF BOTH FLOORING MATERIALS WITH LINE OF CABINET LINE OF CABINET METAL BASE BELOW TOP OF TRANSITION STRIP. ABOVE ABOVE 5/8" ! FRT PLYWOOD PAINT "MATTE BLACK" R R METAL BASE BELOW, i 3/4" TONGUE AND CLEAR ANODIZED REFER TO D/A10.01. =-- GROOVE WOOD SIDING o SCHLUTER SCHIENE 3" 3" 1" / �i TRANSITION BASE UNDER / i'• BASE UNDER / r II CABINET CABINET fFINISH CUT EDGES OF SSB 3/4" TIG WOOD SIDING - 1. w/ M1NWAX JACOBEAN STAIN +/ I } I kPi/y>//// i IlLi I FC 6 11 TILE FLOORING 1�� '`� Q w w VINYL SHEET GOOD \ W0 5/8" FRT PLYWOOD PAINT 'I \ �� ����� METAL BASE BELOW 2`-' MORTAR BED y "MATTEBLACK" �. 1� 111 L REFER TO H/410.01 r r 0 < a FEATHER A5 NEEDED - .-� TO MAINTAIN A.D.A. �� f _ ///! C RETURN METAL BASE, / liN:"...1-..,.. 5/8" G.W.B. - PAINTED }- . EGRESS ` - � REFER TO H/A10.01. \----- `�$ RETURN METAL BASE °1 x 1 1 C r - C IS� a t x / / 1\i : IIs WALL CASE 1 -- 01 IS Q 4' LI Q „ I �. - �_ - 5/8" G.W.B. - PAINTED0 1�1 BASE I 1�-__`� -� - a 1 a 4 u LI 1111H—L. WALL CASE BASE, WALL CASE BASE, I�,�` 4° a c' i\I REFER TO SHOP REFER TO SHOP WOOD BASE `�'� I I = DRAWINGS DRAWINGS1\1 UNDER CABINET �i�I r r I U ) ISSt EXISTING • �' I CD CONCRETE SLAB IX WOOD BASE II ' lX WOOD BASE ' ' I ... LINE OF CABINET ���` :IL I I O II '' ABOVE SS, m U \/\' ° -rilif-/i7/// (>1- ° _2 j i i(f////A ( (.-_1 MILLWORK Z LINE OF WOOD BASE a BELOW CABINET V) p 5/8" G.N.B. 5/8" G.W.B. I 0 X - CC >- z T FLOORING - VINYL TO TILE = P BASE AT UNDERCABINET K UNDERCABINET BASE AT WALL F BASE AT SEASONAL B JAMB DETAIL AT SEASONAL o (9 a A10.01 SCALE: 6" = 1'-0" A10.01 SCALE: 3" = 1'-0" A10.01 SCALE: 3" = 1'-0" 410.01 SCALE: 3" = 1'-0" 410.01 SCALE: 3" = 1'-0" Z ■ ■ CC 0 E NOTE: ALIGN TOP OF BOTH 0 Cl) NOTE: ALIGN TOP OF BOTH NOTE: ALIGN TOP OF BOTH NOTE: ALIGN TOP OF BOTH FLOORING MATERIALS WITH FLOORING MATERIALS WITH FLOORING MATERIALS WITH FLOORING MATERIALS WITH 0 = W Z t,? Q TOP OF TRANSITION STRIP. TOP OF TRANSITION STRIP. TOP OF TRANSITION STRIP. BUTT BOTH FLOOR TOP OF TRANSITION STRIP. 0 it 0 CV MOISTURE RESISTANT "GREEN- BUTT BOTH FLOOR BUTT BOTH FLOOR BUTT BOTH FLOOR FINISHES TIGHT LL I- < I- N BOARD" LAID HORIZONTALLY FINISHES TIGHT FINISHES TIGHT FINISHES TIGHT TO STAINLESS STEEL Cn LL 0 0 I` AROUND PERIMETER OF TOILET TO STAINLESS STEEL TO STAINLESS STEEL TO STAINLESS STEEL TRANSITION STRIP, NO Lu Ciz Of z ROOMS AND JANITOR'S CLOSET. TRANSITION STRIP, NO CLEAR ANODIZED TRANSITION STRIP, NO CLEAR ANODIZED TRANSITION STRIP, NO CLEAR ANODIZED GROUT JOINT „ ,� 1 xl/2 BLACK POWER COATED J _ GROUT JOINT SCHLUTER SGHIENE GROUT JOINT SCHLUTER SGHIENE GROUT JOINT SCHLUTER SGHIENE � c/) S TRANSITION STRIP. COORDINATE a W Z 0 O ( TRANSITION TRANSITION TRANSITION I SF-1 II CORK FLOORING TO ALIGN WITH STOREFRONT Cl) m O a Q METAL WAINSCOTING CORK FLOORING CORK FLOORING 1 Q ( 0 MOSAIC MARBLE FLOORING TILE FLOORING TILE FLOORING LEVELING BED TO C/)FG-1 ACCOMMODATE _ VINYL SHEET GOOD FLOORING -_ THICKNESS EXISTING MALL __ SEALED LIQUIDAPPLIED 1 D FLOORING O LIQUID APPLIED MORTAR BED MORTAR BED P L E MORTAR BED a CONCRETE J w VAPOR BARRIER I 1 - VAPOR BARRIER OF MALL FLOORING W - CC J of FEATHER AS NEEDED TO W O Q LO a Q WATERPROOF MEMBRANE TO MORTAR BED MAINTAIN A.D.A. EGRESS MORTAR BED LIQUID APPLIED Q Q a En n RUN b UP PERIMETER WALL. VAPOR BARRIER a it o t - U �" 5" X 1/4" GALVANIZED STEEL ( i a 1 i H Ul - I / C.'-'.A.';'.4t:if'''.4:?>-1.e.LI;i'l'O'2'.1Enici. : . THRESHOLD SET I N SEALANT / / ° ; HO TO SLAB " 1 „ J. ` - ', U - SCREW ANCHOR = Qa a LI a 1 a - _ , ` ci o o LI g a o Q .� p <I LI " Q Q LI LI n �r n 1 41 �� n A ii d n <7 � ,%I-� rSEALED1N x CONCRETE1u Jrrt N-- 'a s FLOORING EXISTING EXISTING EXISTING EXISTING .�.,;1}, � CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB I SLOPE LEVELING BED 1/4" PER FOOT MAX. CONCRETE SLAB _ jr NOTE - IF EXISTING LANDLORD FLOORING DOES NOT HAVE A TRANSITION STRIP AT EDGE, °� n '7 jr ' ' PLACE TENANT FLOORING TRANSITION STRIP MAX. 1/8° FROM EDGE OF LANDLORD FLOORING lzt: '''''' o \\_ i AND SEAL GAP WITH SILICONE SIMILAR TO DETAIL SHOWN. EXISTING CONCRETE SLAB - h CUT AS REQUIRED TO ACHIEVE 11972 SLOPE TO FLOOR DRAIN. SST °I IYE a a g� ' S WATERPROOF MEMBRANE N FLOORING - CORK TO MARBLE J FLOORING - TILE TO CONCRETE E FLOORING - CORK TO TILE A FLOORING - TILE TO MALL FLOORING ��_ � �� �� � �� ,3 � �� ,� � „ �� , �� A10.01 A11.00 SCALE: 3 =1 -0 A10,01 SCALE: 6 = 1 -0 410.01 SCALE: 6 = 1 -0 A10.0i SCALE: 6 = 1 -0 A10.01 SCALE: 6 = i -0 Plot Date: 1/24/2019 I GWB I GWB I I GWB I GWB I GAB I GNB GWB 1 1 GNB 1 GWS I P-22B I P-226 I I P-22B I I SF_q II I P-22B 0 P-226 0 I P-22B P-22B I P-225 P-22B O - 1 i 1 / _ / © ""�,"_ 1 1?: 414:2)O O O O O LJ , - , 31-11" / �. . \ .. .. 1! 1 �'� SF-20 1 1 . ° 1 I n I ABERCROMBIE & FITCH CO. R 4 �: 1 X11 ' �..' I 4 4 i 1 111 1 � 6301 FITCH PATH 1 O ----... . .,); .:. . ., 1 , , 1 1 11 �' ` �', in R O i4 NEW ALBANY, OHIO 43054 . I,= ! q r 614-283-6500 ��I _ 1 .k/ S k �k \_ 111 _ l 1 i =l'° I /� +- • - SCO - - - - - � , I 1 --__ ( --�--_-- I �� '— r •qo � - - - - �. l 1 1 II ! 1 I 1 / WB-7 - I SF-16 II I WB-7 II SF-20 II �a I WB-7 II I I I 8 1 WB 7 II i I WB-7 II I WB-7 II I WB-7 I -0 I WB-7 II 0 SF-9 II I W15-7 I I SF-16 II I SF-9 II I— E 0 0 UJ 7 A B 0 D EA} (i) 0 D -- T i goo Tpo 0 `c-, o ESM V ADA FITTING ROOM ELEVATIONS M TYPICAL FITTING ROOM ELEVATIONS ce w „ N A10.10 SCALE: 1/4” = 1'-0" A10.10 SCALE: 1/4" = I'-0" - T m � ce W CODED NOTES ® = OCC 1. VERTICAL LED STRIP LIGHT FIXTURE (TOP AT 72" A.F.F. TYPICAL) 2. HORIZONTAL LED STRIP LIGI-IT FIXTURES BEI-IIND FRAME AT TOP AND BOTTOM. REFER TO ' — LIGHTING PLAN AND RCP FOR LOCATIONS. Go 2 3. FACE OUT RODS MOUNTED TO 6'-O" Arf i ix 4. VINYL FITTING ROOM NUMBERS MOUNTED ON FITTING ROOM DOOR. I • 0 LL 5, OCCUPANCY INDICATORS (ALERTTECI-1) TO BE MOUNTED AT 9" FROM DOOR FACE AND 48" AFF TO TI-1E TOP OF THE UNIT OUTSIDE EACH FITTING ROOM. PROVIDE BLOCKING IN WALL. COORINDATE WIT44 ELEVATIONS. 6. ADA FITTING ROOM BENCH. REFER TO A9.07 7. TRANSLUCENT GLOW PANEL 8. I-IANGBAR o q. OILED WHITE OAK DOOR JAMB MILLWORK u u TO , ROVIDE DETAIL AND SPEC FOR RECESSED DOOR TRACK IN CEILING AC SOON AC Oe if] 5 10. SU1�rLIE>; '-' A `� r r•• r r Lck4 POSSIBLE TO Fl IACl ITC. ORDER AND INCTALLATIQN UTO TI-IE STORE FRAMING CCHEDULE ,� oc z0 0 Q � E u ; A 11. BLACKENED STEEL HOOK z _j v O i � Zziee-1 zn D. 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N S I • _ __ _ � - cis Z z i i t / 9.0 TYPICAL L F TT NG _ - �ii_' 1 1 : - •q.0 ,�,.. • 1 v `,' I ► ROOM ELEVATIONS • _ - N O Cn _ (�!) ~ - -- ~.; FE /E--li A R'` =1i TYP_ TYPR/ / / / / / / / / / / % / / / / / / / / / / / / / / / / / / / / / / / / / /1/ / / / / / / T ', . � =11' EIC ' r� W Z pOtt 0 IF 'Tr - 1 - CONTROL POINT OF �- -- - LJ ,`t \ - . - ----- _- TYPICAL FITTING/ / / / 7,,, , , ,, , ,- , / '' __- _ -r + 1 -�- n _ - - SEGMENTED ARC (� (� Q O - — = I=1aO ~`~ ��/ ROOM DIMENSIONS �� ' _ -� - _ -- -- Z CO J Z o — �� 1 ~ �'ir �/Il�/ PAW ate/' _ -- ;; � �� — Y _ �` — _ Z W Q I . Q J .,D• — 7 `44 REFER TO A2,00 6i._117,,++ - - - Y FOR ADDITIONAL DIMENSIONS SIONS _ -s — — 71-9s Sri 3 : � 7 t iu //: paff. nerZO:: • LI l: E 0 I 11972 z �Ju t SHEET :ii 16 S ENGLARGED FITTING ROOM PLAN Qag� A10.10 A10.10 SCALE: 1/2" = 1 -0 IN. Plot Date: 1/24/2019 FINISH NOTE: TWO (2) 811x10" PICTURE FRAMES PAINT WOOD TRIM * METAL STRAPPING (BLACK METAL FRAMES) ceRrlFlcare HARDWARE P-1C, CLEAN OFF MANUFACTURER CENTERED ABOVE DRAWING OF DRYWALL PARTITIONLABELING ON PVC PIPE TUBES AT 54" A.F.F. WITH TWO occUPANcr _ (2) SCREWS (1 AT TOP AND I PLASTIC PULL LINE OF METAL STUD FRAMING ` G.C. INSTRUCTIONS: AT TURNOVER OF PROJECT AT BOTTOM OF FRAME). (1) ONE _ cv KNOB (WHITE) SF-5 THE GENERAL CONTRACTOR TO PLACE A NEW FRAME FOR CERTIFICATE OF �� OCCUPANCY AND (I) ONE FRAME LOOSE PVC INSTALLED FINISH _`� COPY OF THE FINAL STOREON CONSTRUCTION FOR THE SUB-CONTRACTOR LIST CAP 5118- FACE EXPOSED DRAWINGS FOR THE INTO THE PLAN caUlraR ::::) TUBE HOLDER AND A NEW COPY OF THE FINAL ST PUNCHLIST IN THE SMALL TUBE HOLDER. 54" A.F.F. 4_ ,liii)4'-0" AFF. . . . `Y' #8 X 1 3/4" OVAL PHILLIPS HEAD . \ .s _ Q 1 48" A.F.F. SELF DRILLING SCREW WITH INTEGRAL 1 a '; 0 3 NOTE: r m limm COUNTERSINK WASHER, ZINC FINISHED , •:- �r I/4"" TOGGLE BOLT 3/4"c i ATTACH A LABEL {WITH CLEAR TAPE) STATING: I ABERCROMBIE & FITCH CO. • AT EACH METAL STUD (SHOWN 1 ' Q (TYP. OF 2). f I 6301 FITCH PATH DASHED) OR FURRING / . 01 FOR b" DIA. TUBE: "THIS TUBE CONTAINS STORE �� LABEL NEW ALBANY, OHIO 43054 (TYPICAL 3 PER STUD/FURRING). GYPSUM BOARD DRAWINGS AND I5 NOT TO BE REMOVED WITHOUT - i �` THE CONSENT OF THE STORE MANAGER." lMi-� 614-283 6540 BUTT JOINT (TYP.) PAN HEAD SCREWS > - • 1 SCRIBE PLYWOOD TO FLOOR, TO SECURE STRAP ':�'� FOR 2" DIA. TUBE: "TH15 TUBE CONTAINS PUNCH cI 2" SCHEDULE 40 CAULK GAP WITH CLEAR SILICONE 3/4" x 2" POPLAR 2x , LIST AND IS NOT TO BE REMOVED WITHOUT THE "' PVC PIPE (WHITE) PLYWOOD TRIM r 2x4 O CONSENT OF THE STORE MANAGER" b"0 SCHEDULE 40 GLUED AND FINISH PVC PIPE (WHITE) NAILED TO 2x4 • 2"P SCHEDULE 3/4" x 21" POPLAR 1. ALL PLYWOOD SHOULD BE FREE OF WARPING, DAMAGE OR DEFECTS. METAL STRAP 40 PVC PIPE I PLYWOOD TRIM ALLOW MATERIAL TO ACCLIMATE TO THE ENVIRONMENT PRIOR TO (TYP. OF 2 (WITE) GLUED AND FINISH - 1 HI o E INSTALLATION PER TUBE). NAILED TO 2x4 in N-- 0 0 2. PLYWOOD IS TO BE MECHANICALLY FASTENED WITH NO ADHESIVE 6"0 SCHEDULE 40 1/2"0 HOLE IN �' v ,i 3. LAP 90° CORNERS SO THAT THE 'SHORT' SIDE EXPOSED EDGE IS PVC PIPE (WHITE) BOTTOM CAP PVC BOTTOM CAP W .5 COVERED BY THE 'LONG' SIDE (TYP.) GLUED IN PLACE CI) 00 ", 4. MITER CORNERS WHERE WALLS ARE ANGLED TSE SECTION DETAL TUBE ELEVATION DETALS WITH 1/2" DIA. HOLE v x 00IN CENTER o SCALE: NOT TO SCALE SCALE: I" = 11-0" FRONT ELEVATION SIDE ELEVATION I .00 Uo NOT USED NOT USED (SF-5) WAINSCOTING INSTALL DETAIL DRAWING TUBE DETAILV R MH < --- SCALE: --- A0.30 SCALE: 6" = 1'-0" A11.00 SCALE: 1/4" = 1'-0" A11.00 SCALE: 1" = 1'-0" I CC Uj GYPSUM BOARD HEWED TOP 4 1:4: 0 la COORDINATE FINAL SIZE * CLEAR DETAL F =MN CONFIGURATION w/ ASF P.M. DRYWALL PARTITION SILICONE CAULK I 1 EG #8 x 1 1/4" OVAL PHILLIPS GALVANIZED I/ _ \\4 1 1/2" (MIN) BAR 1 1/2" CLEAR HEAD SELF DRILLING SCREW STEEL WAINSCOT N FROM WALL + WITH INTEGRAL COUNTERSINK \ I r �� �M WASHER, ZINC FINISHED AT \.\ .I 30 X48 CLEAR FLOOR SPACE PROVIDED BEYOND DOOR SWING (4) CRATES EACH METAL STUD (SHOWN -- CLIPBOARD HOLDER DASHED) OR FURRING \ RATINGS BOARD (TYPICAL x 2 PER 1 I \ PHONE W/ ROLODEX STUD/FURRING). tY o w CCTV MONITOR ',-2„ \ � > (MTD.) SCANNER 4'-0" A.F.F. �" `I� ' \ w 5 0 MAI CLEAR > Q u U MONITOR FOR CPU - - - - w ._1 a : I n w PRINTER SF-1 �I I, ,'� o \ z I I II II I III. •4 :I II I' 0 _I I ,, \ o , 0 Q I I I I I CORNER GUARD, WHERE _ ,i 1 1 I I,1. cv �r >��\\\\\ \\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\`k w p u g n , 41 K _� APPLICABLE. �' I - _�I - ��_ ALau., _ o- ��j...\ ai z / // / I. _i L-- 7META �' \ 1 J \ � � z zap z \ mo I- tQ • _ ! SHEET METAL PANELS TO BE \ U" w - Q - INSTALLED PRIOR TO BASE. WAINSCOT - Ni INSTALL PANELS WITH T.O. METAL �/ \ -\-�; GRA AR \ I I ► I ❑ BASE \ SEE £TAIL \ o o v p CONSTRUCTION ADHESIVE. \`11- � GRAB BARS UNISEX �\ E2 GTAII 00 \ m 6 Li n •T17•■1 \._ - GALVANIZED STEEL BASE TO r \ In l 1 1/2" RESTROOM � _ 0 - BUTT JOINT TYP. OVERLAP WAINSCOT AND HELD AT TOILET SEAT COMPARTMENT - SIGN RtFE R \ II ' I/ £ \ \ 1.0 ( ) AS TIGHT TO THE FLOOR AS + ' II ( ( - ----- ,17 - 8 ' El ‹ E3 , \ c., • I I� "" "" POSSIBLE (2 SCREWS) \ 1` ONE AT SIDE 42 LONG MOUNTED TO F/A11.00 - ' / . �v I1,0• 1 �� 24 IN FRONT OF TOILET. ANOTHER 0- + SN, \ 1 ►n FIN. FLOOR �• �' AT REAR 3b" LONG LOCATED ABOVE �. - ' b,, 1 \ IC. r I -�� TOILET AS SHOWN. BOTH MOUNTED 1:7 ,_.:J \ ao m BASE DETAL AT 33"-36" A.F.F. RES - u•9. , _ - \ <<" (N m 0N N NOT USED L (SF-1) WAINSCOTING INSTALL DETAIL G GRAB BAR DETAIL �\ \ / -- 16"-18" A11.00 SCALE: b 1 0 A11.00 SCALE: 1/4" = 1 -O A11.00 SCALE: N.T.S. ----4------"-- \ ELEVATION FILE CABINETS 2`-1" 'WATER COOLER NOTE: 6" s 6'F , 6" '' -� _ \, ' , , - -_ S3 . . \ \ l �/ 311 I_ 511 3,1 ( IF T WATER COOLER 15 LOCATED IN THE PATH OF TRAVEL, A TEXTURED AREA 1'-0" ARO 1D * \ / \ �/ HISTORY FILES I 11_ _ 4 8 4 THE FOb TAIN CLEARLY IDENTIFIABLE BY THE BLIND OR CANE APRON 15 REQUIRED. BUB% ER z ;I z_ z_ \ N IS TO BE 'CTIVATED BY A HANDICAP PUSH BAR ON FRONT FACE OF UNIT. WATER C•• ERS E0 ' \ / \ ,, ARE TO BE .• ATED WITHIN ALCOVES 50 AS NOT TO BE IN THE CORRIDOR WALK. '•LERS _ & 0-_ 16. _ \ EQ. £Q. \ 1 0 R it_ o oMUST BE APP-•ACHED FROM THE FRONT. WATER COOLER SHALL CONFORM TO RE' IREMENTS 10 V • '� KM OF 2010 ADA ST• \DARDS AND ALL OTHER APPLICABLE CODES. \ MEN WOMEN , „ RESTROOM , ,„ �. ..� cii m WG-1 WHERE ONLY • E WATER COOLER IS REQUIRED MOUNT PER THE 'H1' ► M£NSlONS ` IS I �� E I �\ ,` o m Arci- i_ 5_ WG-2 WHERE HI/LOW WA' R COOLER IS REQUIRED MOUNT AS NOTED I�,, GRADE 2 BRAILLE GRADE 2 GRADE 2 X \ wo ct1 _ 1 SF-1 MAX. DOOR SYMBOL TAILS BRAILLE BRAILLE I I \ Qw wLz_ 'adillIII I V1V}3/4i V " PAINT GRADE NOTE - PROVIDE CANE APRON WH' ��� 't I _ p Q Q c,, PLYWOOD - PAINT LOCATED IN PATH OF TRAVEL _ _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ la m m m FINISHED SHELF P-1C - - - _ ELEVATION 15" 15"I7- FRONT 1 X MIN. �. MIN. -- -..,...---'‹c: ®`� ® ® CV X 1� d v e I 57 S6 MOP SINK, x 11-2? 2 -1„ o o �r w Q z );,5. z Q •11.10 •11.10 REFER TO 3i ' 'r d` ua 4 _� J p E E T E' E OPP. OPP. DETAIL �6/A11.10 REFER TO PLAN FOR 311 I -14 " • I'-11811 " Q O ' - o v o o LOCATION OF SAFE THEN 4 �- ~ m `9 si BOLT SAFE TO FLOOR \ ,. - A ) II 1---7 I�� J cn m INTERNATIONAL SYMBOL = c�, � _rte m .-. „1 _ �o p X m Z Q ;r IL - UWE( "---I OF ACCESSIBILITY U 7.0 mfr (Y]1'cr O I Q D - p - OTE: CD m 0 - BASE PER SCHEDULE -N- (nlv -ICY = (X o N u 1. TOILET ROOM DOOR SYMBOLS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CO� - `n _T `�' Tlti o a_ SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER A LIGHT U �-- _ - _1 z o SYMBOL IN A DARK BACKGROUND OR A DARK SYMBOL IN A LIGHT BACKGROUND W .. Inly U I I ' _I 2. ALL SIGNAGE TO BE 1/4" THICK 0 Z m �yL-~ 41-2'I A•F•F- \ J U ,� 3. SIGNAGE TO BE MOUNTED AT 48`" MIN. MEASURED TO THE BASELINE OF THE LOWEST RAISED Q Q NOTE: REFER TO . 9r SECURE TO WALL @ cNi �� CHARACTER AND TO 60" MAX. MEASURED TO THE BASELINE OF THE HIGHEST RAISED CHARACTER. (/) a IX < E ADA AP�'OVED NI/LO V) o 'CONSTRUCTION' PLAN FOR STUD LOCATIONS USING - .� 4. WHERE A SIGN CONTAINING RAISED CHARACTERS AND BRAILLE I5 LOCATED AT A DOOR, THE W ELEVATION ACTUAL OFFICE PLAN SECTION PLAN VIEW (INSTAL TION CLEARANCE) SIGN SHALL BE ALONG THE DOOR AT THE LATCH SIDE OR ON THE NEAREST ADJACENT WALL. JI - S2 CONFIGURATION (2) SCREWS EA. STUD - SIGNS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18" X 18" MIN., CENTERED ON THE Q Q X RAISED CHARACTERS IS PROVIDED BEYOND THE ARC OF THE DOOR SWING. (f) CrI I Z P HEALTH & SAFETY SHELF WATER COOLER (WC1 OR WC2) F DOOR SYMBOL DETAILS B LAVATORY & MOP SINK PLAN occ 0 A11.00 SCALE: 1" = 1'-0" 11.00 SCALE: 1/2" = 1'-0" A11.00 SCALE: 1/4" = 1'-0" A11.00 SCALE: 1/2" = 1'-0" Z D v) a E J u_ Q = W Z co < (3) 3011 D x 36"N x 42"H ~ U < O CV P-1G jl Q ~ < ~ ty FREESTANDING SHELVES 3'-0" 3'-OI' 3'-0" 18"X36" MIRROR- Z L.L 0 Z Cn Z NAND DRYER O ca co _ 0 1 / I ,, - - 810-HAZARD , LI 11 3'-0" MIN./ 39"-41" m Z Q 0 t • FIRST AID KIT f' LJ u DIJANTITY REM DESORPTION CATALOG NUMBER SOAP 6" 2'-0" / 12" r� II II 0 m d 0 1 I/2 , 18 LONG is SF-1 DISPENSER / / , LLI I PER EA. LAVATORY 42' x 1 1/2' DIA. GRAB BAR, EXPOSED MOUNTING BOBRICK, B-6806 x 42 - BY G.O. VERTICAL BAR WITH Z /� 11 O (� Z O~ 2" I PER EA. LAVATORY 36" x 1 1/2" DIA. GRAB BAR, SNAP FLANGE E30BRICK B-6806 x 36 - BY G.G. SF-1 1 1/2" CLEARANCE. E I•- Z fti _1 U, Q Z w to " II r 1 1/2"4) 42" LONG II II '. J �'r-- I PER EA. LAVATORY 18 x 11/2 DIA. GRAB BAR, SNAP FLANGE BOBRICK, 8-6806 x IB - BY G.C. (IF REQUIRED) ' 1/2" 12 / 42 MIN. c W Cl) �ry LI w NON-SALES CORNER GUARD- Lir SIDE BAR WITH 1 / 3 2"x II II i PER EA. LAVATORY TOILET ROLL HOLDER SUPPLIED BY OWNER INSTALLED BY G.G. �� t 2 x 48 x 18 GA. GALVANIZED STEEL ! • wY - - -- -- CLEARANCE. MAX.A \ O m Q 0 U _ CORNER GUARD ANGLE. MOUNT BOTTOM `� I PER EA. LAVATORY 18' x 3b' FRAMED TILT-MIRROR E30BRIGK E3-293 18 x 36 - BY OWNER �I U • r - - .) L �`') [) Q O) a (f) C U o OF GUARD AT FINISH FLOOR AND CONTINUE I PER EA. LAVATORY20" " r \ ,� \ I 1 1/2"�, 3b" LONG REAR ��" MIN. mmEmmi " TO TOP OF WAINSCOT, BUTT SIDES TIGHT x 58 CHANNEL FRAMED MIRROR/DOOR MTD. E30BRIGK, B-165 20 x 58 - BY G•C. , \ BAR WITH 11/2" / 11 - o '' o = I PER EA. LAVATORY SOAP DISPENSER SUPPLIED BY OWNER, INSTALLED BY G.C. Q 4 X CLEARANCE. 24 MIN, -` �,..=r SAFE w TO WAINSCOTING. (REFER TO DETAIL (NIX x Q WI ,�<r .,✓�, , o �, z L/A11.O0) ADHERE TO WALL WITH CLEAR I PER EA. LAVATORY BIOHAZARD 0 FIRST AID KIT SUPPLIED BY OWNER, INSTALLED BY G.C. z < < 1E E _i o HATCHING INDICATES I 4 ! ,r,. 111 --40 S3 Q z SILICONE. REFER TO 'CONSTRUCTION PLAN' I PER EA. LAVATORY COAT HOOK, MOUNTED TO BACK OF DOOR McMASTER CARR #1760A3, ALUMINUM - BY G.G. _ _ w_ _ E I +n IN-WALL BLOCKING 4 - (nm 4 •11.0• j FOR LOCATIONS. " SUPPLIED BY OWNER INSTALLED BY G.C.LLI m (NN iriFOR GRAB BAR in s� f ci.tr CAU ENDS WITH C SILICONE 2 PER STORE 36 MOP RACK , �, _ ,,. /f , 8" II c� SUPPORT {CODE T;'' f LK E D T LEAK L E (TYP.) I PER STORE 3611 MOP SINK HOSE HOLDER SUPPLIED BY OWNER INSTALLED BY G.C. ', ,' 6 z p - - ttf, ' M m APPROVED). r 52 \ mss I I PER EA. LAv/ 4�:'( I 1/2' WIDE WHITE MARE/LE ?��i�;fiG1D IIY a.G. II \ \ �• ii " " = ;,,_,.... ______- , L iren�: t"if9 MAINTAIN 5'-0" /..' 111.0* c BY *. TOILET ROLL 17 MIN. 15 MIN. Ib -IS /' 7-q" CLE�ELAtiD), Ohl WAINSCOT SEE FINISH PLAN I I PER EA. LAVATORY EYEWASI� _T!�TK'PI _l� RII�D C+WNER, INSTALLED BY G.C. �' - a ./ ,'- P CLEAR TURNING _ HOLDER , s / .213 . .4 ,. CLEAR RADIUS -�� 1 PER EA. LAVATORY HAND DRYER SUPPLIED BY OWNER, INSTALLED BY G.C. .� SEE NOTES ON B $ E THIS SHEET. 4 [ 04?'' U \ ELEVATION ELEVATION ELEVATION iz b E1 E20 0 , PLAN U S1 11972 ,Y 3 Z, .00 VO X S MANAGER'S WORKSTATION DETAIL N NON-SALES CORNER GUARD DETAIL LAVATORY EQUIPMENT SCHEDULE TYPICAL LAVATORY ELEVATIONS 72m „ J E eA11 A2.00 SCALE: 1/2" = it-0" A11.00 SCALE: I = I" A11.00 SCALE: 1/2" - ILO" A11.00 SCALE: I/2 = 11-011 ''- ‘c---9,6,- II - i II II I II I Plot Date: 1/24/2019 VAR IESNSTALL 1111 FIN. GLG.� Ill' y 4P NOTE: PREPRE-FINISHED 051'1 ITEM. NOTE: PRE-FINISHED 05f1 ITEM. G.G. TO I ` INSTALL AFTER INSTALLATION ANCHOR BIN THROUGH TO EACH INSTALL AFTER INSTALLATION 1 P-313 11 OWNER PROVIDED SIGN T c q AVAILABLE WALL STUD ALONG TOP EVERY 101. ALIGN BTM. 0 9 OF STEEL WAINSCOT. AND MIDDLE OF UNIT OF STEEL WAINSCOT. + H2 OF SIGN ON TOP OF - ADHERE TO - 0 9 MIN. 4 FLAT-HEAD SCREWS .. 1. \\ 1..:� � A ' • I F;' r mv��� .v` '`; •,,-Ar, LINE AS SHOWN WALL WITH - / a 9 DOUBLE-SIDED NO STORAGE -'" ° ° ANCHOR BIN THROUGH TO EACH 4 1 I -u / _ �n ilEMMEMMINNEN:: P ► A H2 II NO STORAG E I N = FOAM TAPE 9 4 WIDE RED STRIPE -'� o m 9 AVAILABLE WALL STUD ALONG Qui ' I ' ' I ' ' ° 11.IG PAINTED ON WALLS ABOVE THIS POINT 9 11E11:3 �■■■■■■■■■■■■■ 91111111111 9 t 9 TOP EDGE OF UNIT 7I/© 9�::::::::::::: 4 1 I 1 1 1 1 1 1 • ABOVE ALL SHI=ENING THIS AREA ; (MIN. 2 FLAT-HEAD SCREWS) 1144411 9l■■■■■■■■■■■■■ 9 ■■■■■■!■■■■■■ �'F 9 9 ■■■■i■■■■■■■■-° TO DENOTE MAX. 99 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t{- 9 9- gSTACK HEIGHT. in 91■■■■■■■■■■� a l l l l l 1 I I l Y 9 �� •� a ■■■■■■!L G.C. TO ALIGN RED Q 1110 ,4116.1110>' ;�■■■■����� RIP STRIPE WITH TOP OF \ ° AP ‘ 4 9 • • � • ••- STORAGE RACKS a ,41111.11110. 1 "1110 STORAGE' SIGNAGE TIO STORAGE" SIGNAGE / P ABERCROMBIE & FITCH Co. ..101110, _► 9 H4 lill � 9 9 0 6301 FITCH PATH ' a9 1111 1111 o a NEW ALBANY, OHIO 43054 41 do 8 '� '� '� '�r. to 8 514-283-5500 , 1 ii: \ ♦♦ o- I I, 9 b HOLE PUNCH Ilii �. g +1 ZSIGN 1/4" AND ` 1 #o I,. ' ° 9 ATTACH TO + WIRE GRID WITH I 11 1! I- I -rn 4, s , PLASTIC GABLE CAUTION �, 3 -o OR 4 -0 , ,1 1 �� 9 DO NOT -,e4 ZIP TIES (TYP. " I' cra .11�_ I I. _ AIME _ IiME q co OF FOUR HEAVY NOTE: MAINTAIN 36" CLEAR NOTE: REFER TO 'CONSTRUCTION PLAN' FOR ----- _,Q, -/ I� r 9 - . al CLIMB LOCATIONS PER FLOOR SPACE DIRECTLY IN LOCATIONS, SIZES AND QUANTITY OF \ 9 I■I1.■■■■ 9 f■r■■■■■ 9' O I y. �� 9 ■■■■■■■■ ■■■■■■■■ SIGN) FRONT AND BEHIND PREP DESK DESKS. ONE DESK PER GROUPING TO �`o.� �I ` ii:i:::MENN i■■■■■■■-Er■:::: 9 REGI=INE AN ADDITIONAL SHELF a "•-, , --....„:„........> 2 ... 2 MI ■■■■■■■■■■■■■■: MI El �■ • 0 PREP STATION �_ -0 X 9 9 9111 l ;1_: 9 o ..�. . I. ill91 1:11D 'DO NOT CLJNB' SIGNAGE 0 "CAUTION FEAVY'SIGNAGE I o -6 c, 0 0 SHELVES REMOVED -E V BAR BIN DETAIL R HARDWARE BIN DETAIL M NO STORAGE LINE H STOCK ROOM SIGNAGE A ON MIDDLE DESK IX <% CO O j N Q ♦ A11.10 SCALE: 1/2" = 1'-0" A11.10 SCALE: 1/2" = 1'-0" 411.10 SCALE: 1/2' = 1'-0" A11.10 SCALE: 311 = 11-0" 9' ■ ■ / N 9 9 9 0 Ce la 00007°. .. ��� 9 9 GENERAL NOTES NON-SALES SHELVING AND HANGBAR CODED NOTES NON-SALES SHELVING DETAILS 1 FURRING AND WALL STANDARD INSTALLATION DETAIL °9 _ he u u T 3/4" WHITE m 9 / , 1. REFER TO CONSTRUCTION * FINISH PLAN FOR ACTUAL FIXTURE QUANTITY AND LAYOUT. 1. WALL FURRING: Ix4 GRADE A WOOD FURRING INSTALLED CONTINUOUSLY BEHIND ALL OF STUD - 9 • 0 j PRE-FINISHED SHELF 6 cv REFER TO REFLECTED CEILING PLAN FOR ACTUAL HEIGHT OF STOCK ROOM CEILING OR WALL STANDARDS, REFER TO SHELVING SECTION DETAILS. PAINT ADJACENT FINISH. OR BENCH-TOP PRE-FINISHED SHELF 0 1` ,r,lrl CLEARANCE TO BOTTOM OF STRUCTURE OR TECHNICAL SYSTEMS ABOVE. OR BENCH-TOP. O t - -�� -� - u 2. STANDARD: 8' LONG HEAVY DUTY WALL STANDARD WITH 1" SLOTS, 2" O.G., GUT TO GUT OFF EXPOSED �. � N I -- ' LENGTH A5 NOTED. SCREW CLIPS TO BOTH _ �� = I .` ♦` 9 _ 2. ALL EXPOSED EDGES OF WHITE PRE-FINISHED SHELF EDGES ARE TO BE SANDED CORNERS (REFER TO SHELF AND BRACKET. gle SMOOTH, SPACKLED, PRIMED AND PAINTED P-1G OR EDGE BANDED WITH WHITE VINYL. 3. WALL SHELF: 16" DEEP x q6" LONG WHITE PRE-FINISHED SHELF. CONSTRUCTION /�_ Q !_ II I • PLAN'). J ' u' 3 0 SHELF ON BOTTOM SLOTTED HOLE 3. ALL FIELD GUT WALL STANDARDS AND HANGBARS ARE TO HAVE CUT ENDS DEBURRED 4. SHELF BRACKET: 14" HEAVY DUTY SHELF BRACKET WITH TWO (2) SHELF CLIPS ANDI 4" UNLESS NOTED 1x4 FURRING ADDITIONAL SHELF AND FILED SMOOTH. CUT HANGBARS ARE TO HAVE HOLE DRILLED AT CUT END TO TWO (2) SHELF CLIP SCREWS PER CLIP. OTHERWISE ON = FACE OF WALL I I ALLOW FOR THE INSTALLATION OF THE END-CAP LOCK--IN SNAP BUTTON. IISTANDARD NOTE: THI5 DESK WILL ALWAYS BE (3) 3'-0" W DESKS 5. HANGBAR: 14 HEAVY DUTY BRACKET WITH SADDLE BRACKET 'CONSTRUCTION PLAN . I 1 a 4. WHEN NON-SALES CEILING EXCEEDS 121-0" A.F.F. EXTEND WALL STANDARDS UP WALL END, HANGBAR 1"4) (25MM) WITH END CAPS. ^_ -�� _ ADD ADDITIONAL SHELVING A5 SPACE ALLOWS WHILE MAINTAINING REQUIRED f .�� ----7--- -,. �� 'f - -i=i---2_______ _I- AND - 6 MANAGER'S WORKSTATK�V 6. PROCESSING JET BAR AND HOOKS - 4811 JETBAR WITH 6" HOOK(5). a - 'D � � -- 1.- cv MINIMUM CLEARANCE FROM CEILING AS REQUIRED BY LOCAL FIRE CODE. BRACKET WITH TWO C I _ =` o Lu 7. PROCESSING BENCH, PREP STATION, MANAGER'S WORKSTATION, ASSEMBLED FROM (2) SHELF CLIPS PER I ylv6 1- 5. ROLLING $ FIXED RACK SHELVING IS WOOD UNLESS OTHERWISE NOTED. PERFORATED RACK PARTS WITH COUNTERTOP (REFER TO DETAIL C THIS SHEET) BRACKET HEAVY DUTY U j Q u METAL WITH 50% OF SURFACE OPEN TO BE USED ONLY WHEN REQUIRED BY CODE FOR ,� ��NALL STANDARD (2) #10 SCREWS/ANCHORS AT 8. RACK BASE FRAME - PRE-FABRICATED TO REQUIRED LENGTH OF ASSEMBLED (1" SLOTS, 2" O.C, EACH STUD/FURRING TO SECURE ~ u I- rY FIRE SPRINKLER PENETRATION. SECTIONS (REFER TO MANUFACTURER'S ASSEMBLY it INSTALLATION INSTRUCTIONS) _ ,. ) . ,. FURRING TO WALL STRUCTURE. \ o _w O O 6. ROLLING FIXED RACK FOR CEILING OR CLEAR SPACE BELOW 9'-10" WILL REQUIRE q. RACK UPRIGHT - TYPICAL X 4 PER RACK SECTION (REFER TO MANUFACTURER'S ��' ql' LI > - � CUSTOM LENGTH UPRIGHTS. SHELVES TO RUN CONTINUOUS ALONG WALLS AND AT CORNERS (REFER TO CONSTRUCTION e 24" O.C. TYPICAL , #14 FLATHEAD WOOD SCREW 211 z O ASSEMBLY INSTALLATION INSTRUCTIONS) E u a u1 W o PLAN). JOIN STRAIGHT RUN SHELF SEAMS AT BRACKETS. INSTALL WOOD SCAB SCREWED LONG AT EACH HOLE THAT . 10. RACK SHELF - 2 PIECE ASSEMBLY, FRAME $ SHELF (REFER TO MANUFACTURER'S TO UNDER SIDE OF SHELVES AT ALL CORNER JOINTS AND UNSUPPORTED SEAMS!USING 1 1/4' ALIGNS WITH A RUN OF FURRING og g 1 m o o 6 11 Q ASSEMBLY * INSTALLATION INSTRUCTIONS) #8 COUNTERSINK WOOD SCREWS. (T/ 1YP, x 5 PER STD.) 9 I I , , I1. END PANEL - PEG BOARD BOLTED TO UPRIGHTS INSTALLED AT EACH END OF RACK I I , n n u c� ASSEMBLY (REFER TO MANUFACTURER'S ASSEMBLY $ INSTALLATION INSTRUCTIONS) - 9 m 6 9 9 12. WALL OR ABOVE CEILING MOUNTED WATER HEATER WITH PAN AND WALL STRAP. J. ' • .- PROVIDE SOLID WALL BLOCKING FOR SHELF AND STRAP ANCHORAGE. I ,. � 31_01 OR 4'-011 r METAL STUD WALL STRUCTURE - 1x4 FURRINGI WALL CONSTRUCTION MAY VARY PROCESSING OR PREP BENCH (REFER TO 'CONSTRUCTION PLAN'). WALL STANDARD SPACED TYPICALLY CHANGE SCREW/ANCHOR SECURING AT 24" O.G. ADJUST SPACING FURRING TO SUITABLE SPECIFICATION EQUALLY AT ENDS OF WALL RUNS. ACCORDING TO WALL TYPE. C WORKSTATION/BENCH DETAILS A11.10 SCALE: 1/2" = l'-0" --LS"- -ZSR- - '-t3' - --LP- -LP- . f- - - --0,- - - ® CSF-11 METAL WAINSCOT HOLD-BACK FURRING = - BEHIND HARDWARE BIN 4 SHELVING AT HARDWARE BIN 5 �- T J ©P. OF 5) ©P. OF 5) OFR FURRING UNDERSIDE BAR BIN AS INDICATED , CI(TYP. OF 7} © (TP. OF 3) (TYP. OF 3) j�L1 R R 1 (TYP. OF 4) �- - - -- 1 l it ,: 0 �11 I f w +� (TYP.cv l e iii .. Q - � S7 c--,->, © © i- _ Q w © 01 •. .......... .. - 411,10 \. I I I I Q cv © (; OMIT BOTTOM ? o _+ © w O _ SHELF AT v o ♦ (TYP.) i- CCCI f: o cn _ �`. 0 _! _^`� __ ® ♦\ \ © - ® 1 PRINTER o , ;i w w Q ,; I ' �� o� MOP RACK OF ) 110 MOP RACK O LOCATION 0 N © P ,,,,- t I I �I Q Q Q 3 r 0 + . �� <r 1 A ` \ LOCATION I. '1 LOCATIONVERIFY I- ,I . ., _ \ �T 64 la- = \ ��-,'• 1 (T©.) ;'I m M M 1- a © ` _ (VER I FY -+ t E F o - -� o WITH P.M.) Z N o �' WITH P.M.) 11 1 11 _ = X� y _ �, y _ 1 ;_ ‹, N X :0 . I o I I. __ i- ! - 1 _ �YY- I - - = r n n o O 11 l v� - _ - - LA o I I ki O N O o (TYP. II 0 b \ - _ _ _ r�1�L} � 4 � o OF 2) v ' _ -o • 1 I �- - . _� �n1 ` `H QI o Ci w • r w j rt+r��\ n vi I_ _ I� o_ N \ _ i' ♦ 9 \ �- _ �- Z - a = A-1 �_ I 1 i C��4-L--1 '�c� 1_r I- ` O �n o rain J II II II I� 0 • 9 p - I -1�--I---- HARDWARE CD ., u Il I! o _ 9 O _ �. "'�' I 8!N I Ali II p M w •\ .9 I -- _� W U NON- o 0 0 0 0 Q o CUT o ' o I JL -- a - + I I z ' LE NGT I F z in g in ES 1 �\ I CI ` l �- _I W 4 o SALES -n `il m n in X in Q B N �' r� Z MOP SINK �' MOF SINK -IN u- �� - -��� - IL S 0 CLCe - .- O cn o 1 I I • I . A. ,- -LL 1 1 I \ \ •"1 H , • '. y �• " •• AL1 �� -r- - +- - /-7 • • I CC 1 mw MD OHS 0 BB & FIR NOTE: AL TO TYP. WALL STAIIDARD 0 WS# PB �+ F$# 0SEH NIS (2 MS MS SF-1 59 MANAGER'S WORKSTATION S9.1 MANAGER'S DESK S10 SFpMF]VT STAGING WALL MOUNTED GONSTRUGTIGON PLANAFOIRNACTUAL ROGATION )- MOWING SECTION WALL MOUNTED 0PROCESSNG DESK S4 WALL MOUNTED EMPLOYEE COATS SO MOP MK CLOSET MOP SIC CLOSET SS MOP SINK CLOSET METAL C HARDWARE BIN BAR BIN U d z STORAGE SFELVNG (REFER TO C1JA1L10) HANGBAR SFELVNG SFELVNG SI-EL WAINSCOT (REFER TO C2JA1t10) WJCFIAH (REFER TO C2JA1L10) STORAGE SFELVNG 0 0 H ALIGN WITH TOP CIi) Q / OF RACK ® = Ct --tom- CO 0 L T - .,, ALIGN WITH TOP ALIGN WITH TOP OF J \ I- © i■■■■■■ OF RACK i/r (TYP. OF 5) ■■■■■■■■■■■■■a■■ RACK. Q = W Z a , ...]: y I I I I I I I :• \ NOTE: REMOVE TOP V CE Q N 't. :: '. 4 1 1 I I I 1 I� I N\ ALIGN WITH TOP SHELF IF FINISHED 1- Q I. N 0N m ■■■■■■■■■■■■_ ■ 1 111 11 I4!F t I i I f I OF RACK 0 CEILING IS LOWER0 LT ,,,, 0 z a) 0. i_ -� 1 ` 11 1 11 1 11 !! 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III ■1■■■■■■■■■■■■■ CV ■■■■■■■■■■■■■■!!■ / W .r O -+ m ■!■■■■ O a O m Hilii J11IIM I m :■■.■■■■■■■■■■■■ . v \ !i■!!!■!!■■!■!■!■ Ilii N ,' - ■■■!■■■..■■■■.■■ _„-` ., I o ■.■■■.■■■.■■■■■■■ Q I` 1 -I' ■■■■■■■■■■■■■■■■ o I : :I -=�cti -. 1■■■■■ 9 ��:::�:H:��� 0 m q •- •■■■■ flllll l• _ T Illilllll l I, . at ` ■ r , /O U In _ C� ? !■p■�■ Sri a _O _ 9 - ■i■■■i■■■■i■■!i! V Q fi Ce ' r Ty ......■.........� = � � :::l:::::::::::: �� m ■■■■!■■■ hi ■■■■■.■■■■■■■■.: v Irl lPl 0 9 ■■■!i!■■.■!■■■■■ DC N ■■!■■■!■ O - N. :. [ 11 I I I I ! ■■■■■ ■■■■■■■■■■■■■■■■ 1 i O r.9 ■■■■■.■■.■■■■ Iimmommom Q " " �,.:•.^^..� y ; II IIIIIIIIIIIII 9 , m • - _ ao ■■■■�■■■ ■■■■�� BULLETIN BOARD 36"x48" r U 9 ,n ■■ ,r� .I _ m_ ■■■■■.■■■■■a■■■■ SECURED TO WALL AT FOUR ° ■■■■■■■.!■■■■■■■ 9 9 ■■■■■.■■.!!■■■■■ 9' _' • 1. Te ( ,. - 9 1 1 ! 1 - E I I I 1 ] 1 1 1 1 1 L1 O O 9 \ ■■■■■■■■.■■■■■■■■ �� .',- ':.. m i 11111 I ■.■■■■■ _ 9 � • ■!■!!.!■.!!i■!!!■ ; �t I .■■■i■■■■!■■!■■.! I ... ■■■■■■■■■■■■■■■■■ CORNERS WITH COUNTERSUNK ./ 9 ..■■■■■■■ ;-� s o ■.■■■.■■ _�1�'_�■ NICKEL PLATED STEEL FINISH : .■■■.■■■■■■■■■■■■ 9 ■.■■■■■■■■■■■■■ y � ■■.■■■■■ - o - 9 9= ■■■■■ n ii■■■■■.■■■■■■■■■ Lfl = ■■■■■■.■■■■■■■■ �+ 9 + ■.■■■■■■.■!■■!!!■ - lL WASHERS #$ FLAT HD. WOO "�T . . T( .. - ., ? 9 n 1111111111 ■■■■■ liii!■!■■!■i 4c - ■!!■■.!■■■■!.■■■■ I c p _I Q 1 1 1 t 1 1 .■■■■■ .!■■■■■■■■■:::::: I J ■■■■■■■i 9 ■.■!■!■■i■■■■■■■■ _1 11r2 h,,. . ul 1 '� urn ■■■•■■■■■ m I! E I I I I I ■■■ m I ��---� ■■■ 9 ■.■■■■■■■■■■■1■!1 SCREW WITH NICKEL FINISH T - !! M 9IIIIMMIMMEMEMEMEM . 9� �■ PLASTIC ANCHOR (4), s icen•e r t)11:,9 ---r HI .t , �. • -- Hl y H1 j ANCHOR TO I ' ;n 111 ' 9 �' ,�� ' -, FLOOR PER X111 H3 !II BOTTOM OF BOARD TO BE CLF ELAND, OH a •11.10 I H� �� H3 I 9 N Iii Al11.10 H1 -I H3 9• --•r IIIII n: 11.10 �� II�i ui MOUNTED @ 52" A.F.F.; ° c::, 1_ II 1, n 1- " 0 m ! ii i m �+•■•■�y _� 0 �i►� !, N MANUFACTURER 1,.._ a�+� �� < / ,�j .ZO1 jr6" V.O.S. 2 0 2 0 2I-0" 2I-0" m _ 4 �■.......■ ;;;;;g■r;; �.�a ! ,e ,e / �' o ::i SECTION 26 0500 - BASIC ELECTRICAL REQUIREMENTS SECTION 26 0519 - WIRING Ja1CT1ON AND PULL BOXES LUMINAIRES PROVIDE FOUR HANGER WIRES FASTENED AT CORNERS OF LUMINAIRES AND AT STRUCTURAL I. CONDUCTORS FOR FEEDERS AND BRANCH CIRCUITS SHALL BE COPPER AND THE AWG SIZE AND TYPE AS SHOWN ON DRAWINGS. JOISTS. PROVIDE TWO HANGER WIRES FOR RECESSED DOWN LIGHTS OR AS REQUIRED BY THE MINIMUM WIRE SIZE SHALL BE AWG #12. THE CONDUCTORS SHALL BE 600 VOLT INSULATION, TYPE TBW, TI-INN OR TI-11-IN. LANDLORD AND COPES, SUPPORTS WIRES SHALL BE THE SAME TYPE AND GAUGE AS THE CEILING A. NOTE L DISCREPANCES N DOCUMENTS 1. THE PLANS INDICATE ONLY SCHEMATIC ROUTINGS FOR CONDUIT RUNS. THE CONTRACTOR SHALL FURNISH SUPPORT WIRES. 2. MINIMUM HIRE SIZE - FOR EACH 20 AMP BRANCH CIRCUIT SHALL BE "AWG LISTED SIZE' PER DISTANCE SHOWN BELOW. THE WIRE AND INSTALL ADDITIONAL BOXES WHERE REQUIRED BY FIELD CONDITIONS OR BY CODE. 1. THE ABBREVIATION OWNER WHEREVER IT APPEARS IN THE DRAWINGS, SHALL REFER TO "ABERCROMBIE 1. DRAWINGS (PLANS SPECIFICATIONSAND DETAILS) ARE DIAGRAMMATICAL AND INDICATE THE GENERAL LENGTH DISTANCE SHALL BE MEASURED FROM THE PANELBOARD CIRCUIT BREAKER TO THE FURTHEST OUTLET. 7. LOCATE RECESSED CEILING LUMINAIRES AS INDICATED ON REFLECTED CEILING PLAN AND FITCH, INC.'. ANY REFERENCE TO TENANT'S, OR ABERCROMBIE AND FITCH CONSTRUCTION MANAGER LOCATION AND INTENT OF THE ELECTRICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE CONDITIONS, 2. BOXES AND COVERS SHALL BE GALVANIZED STEEL OF CODE GAUGE SIZE. OR FURNISHED BY ANY OF THE ABOVE REFERS TO OWNER. A. #12 LESS THAN 100 FEET SPEGIFIGAT10N5 OR OTHER TRADI=S CONFLICT OR ARE UNCLEAR ADVISE THE CONTRACTOR IN WRITING 8. SUPPORT SURFACE MOUNTED LUMINAIRES AS INDICATED ON GRID CEILING DIRECTLY TO THE BUILDING2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY B. #10 BETWEEN 100-150 FEET PRIOR TO SUBMITTAL OF BID. THE CONTRACTOR IS RESPONSIBLE TO ADVISE OWNERS CONSTRUCTION 3. INSTALL BOXES RIGIDLY SUPPORTED FROM THE BUILDING STRUCTURE AND SUPPORTED INDEPENDENT OF STRUCTURE. CONDITIONS AND ALL OTHER SPECIFICATION SECTIONS, APPLY TO THE AND THE OTHER SECTIONS OF #8 BETWEEN If 1: 14:3 DIVISION 26. MANAGER IN WRITING OF ANY VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF THE BID. D. #& OVERR 1250 - 250 FEET FEET THE CONDUIT SYSTEM. OTHERWISE, OWNER CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR 9. INSTALL. SURFACE MOUNTED LUMINAIRES AND EXIT SIGNS PLUMB AND ADJUST TO ALIGN WITH BUILDING CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL COMPENSATION PERMITTED. 3. ON ALL 20 AMP BRANCH CIRCUITS, CONDUCTORS LARGER THAN #10 AWG SHALL BE REDUCED TO #10 AWG WITHIN 10 FEET OF PANEL LINES AND WITH EACH OTHER. SECURE TO PREVENT MOVEMENT. 3. THE CONTRACTOR FOR THE WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR BOARD AND DEVICE IN JUNCTION BOXES ON RATED TERMINAL STRIPS. 4, ARRANGE CIRCUITS TO AVOID THE USE OF JUNCTION BOXES IN INACCESSIBLE LOCATIONS. THE USE OF ALL DIVISIONS OF WORK AND 15 RESPONSIBLE FOR THE COORDINATION OF THE WORK AND THE WORK OF JUNCTION BOXES ABOVE DRYWALL CEILINGS SHALL BE LIMITED TO LOCATIONS NEAR ACCESS FRAMES THE SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 2. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SCHEMATIC USED FOR DIFFUSERS AND RETURN AIR GRILLES OR ACCESS PANELS AS LOCATED ON PLANS. 10. INSTALL ACCESSORIES FURNISHED WITH EACH LUMINAIRE. PROVIDE THE SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. IN NATURE. OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES BEFORE THEY ARE 4, CONDUCTORS MAY BE STRANDED FOR SIZES #10 AWG AND LARGER. CONDUCTORS SIZE #12 SHALL BE SOLID (NOT STRANDED). INSTALLED WITHOUT ADDITIONAL COST. ABERCROMBIE & FITCH CO. 4. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION AND INSPECTION OF THE WORK 5, ALUMINUM CONDUCTORS ARE NOT PERMITTED, EXCEPT AT SERVICE ENTRANCE, WHERE REQUIRED BY LANDLORD. CONDUCTOR 5. JUNCTION AND PULL BOXES MUST BE LABELED WITH CIRCUIT NUMBER IDENTIFICATION AND SYSTEM TYPE 11. IINSTALL SPECIFIED LAMPS IN EACH LUMINAIRE. 6301 FITCH PATH AND THE WORK OF THE SUBCONTRACTORS WORK TO COMPLY WITH THE OWNER SCHEDULE AND J. PHASING RE( IRIMENTS CONNECTION MUST BE PER MANUFACTURER'S REQUIREMENTS. CONTRACTOR MUST ADVISE OWNER'S CONSTRUCTION MANAGER NHEN ON COVER. THE PROJECT COMPLETION DATE. USED. NEW ALBANY, OHIO 43054 SECTION 26 Og23 - LIGHTING CONTROLS 614-283-6500 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF BID TO DETERMINE CONDITIONS 1. FOR ANY PHASED STORE CONSTRUCTION, THE CONTRACTOR IS TO INCLUDE IN THE BID 6, ALL WIRING SHALL BE IN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE (I.E. LON VOLTAGE PLENUM RATED WIRE). SECTION 26 2913 - MOTOR STARTERS EFFECTING THE WORK. ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS OR ANY PROPOSED ALL NECESSARY ELECTRICAL SERVICE CHANGES REQUIRED TO KEEP THE OPERATING 1. THE LIGHTING IS CONTROLLED BY AN ENERGY MANAGEMENT SYSTEM PANEL AND CONTACTORS. THE 1. MAGNETIC MOTOR STARTERS SHALL BE PROVIDED NTH RESET TYPE OVERLOADS THAT CLOSELY MATCH SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE CONTRACTOR'S BID. SUBMITTAL OF PHASE OF THE STORE'S ELECTRIC SERVICE IN OPERATION. CONTRACTOR MUST 7. THE USE OF SHARED NEUTRALS 15 REQUIRED FOR LIGHTING CIRCUITS. ALL OTHER EQUIPMENT REQUIRING A NEUTRAL CONDUCTOR PANEL SHALL BE PREPROGRAMMED AND COMPLETE WHEN SHIPPED TO THE JOB SITE. NO VARIATIONS TO SHALL HAVE A DEDICATED FULL SIZE NEUTRAL. MOTOR NAMEPLATE RATING AND SHALL BE ELECTRICALLY HELD (MINIMUM SIZE #1 IN A NEMA I BID SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH SCHEDULE WITH OWNER'S CONSTRUCTION MANAGER AND LANDLORD (IN WRITING) ONE THE CIRCUITING ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY OWNER'S CONSTRUCTION ENCLOSURE) AND BE USED FOR ALL SINGLE PHASE AND THREE PHASE MOTORS RATED ABOVE 1/2 HP ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE WEEK PRIOR TO ANY SHUT DOWN OF THE P05, CASH REGISTERS, ELECTRICAL, 8. THE USE OF ROME(, .ETC. IS NOT PERMITTED. MANAGER. THAT REQUIRE AUXILIARY CONTROL. PROVIDE CONTROL DEVICES (AUXILIARY CONTACTS, TRANSFORMERS, DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. TELEPHONE, OR FIRE ALARM SYSTEMS. ADVISE CONTRACTOR AT TIME OF BID IF ANY ETC.) IN STARTERS AS REQUIRED FOR INTERLOCKS. COORDINATE ALL CONTROL DEVICES WITH 6. REFER TO RESPONSIBILITY SCHEDULE ON THE DRAWINGS FOR INFORMATION IN REGARD TO RESPONSIBILITY CONFLICTS EXIST. 9, WIRE CONNECTORS SHALL BE EQUAL TO "SCOTCH LOCK' FOR #8 AWG WIRE AND SMALLER AND EQUAL TO T t B "LOCKTIGHT" FOR SECTION 26 2200 - DRY TYPE TRANSFORMERS CONTRACTOR. OF WORK OR ITEMS WHICH MAY AFFECT BID. #6 AWG AND LARGER. I 1. TRANSFORMERS WHICH ARE NOT PAD MOUNTED SHALL BE SECURELY MOUNTED FROM THE BUILDING - o E K. DEMOLITION 10. ALL WIRING TO BE COLOR-CODED AS FOLLOWS: STRUCTURE, REINFORCED WALLS, OR AS NOTED ON DRAWINGS. USE ADDITIONAL VIBRATION ISOLATORS A. PROVIDE WITH H-O-A 0 0 AT POINTS OF MOUNTING TO CUT VIBRATION NOISES. USE FLEXIBLE METALLIC CONDUIT WITH GROUNDING a.) E B. GENERAL REQURENEINTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE DEMOLITION OF EXISTING WORK 120/208 VOLT SYSTEM 277/4!30 VOLT SYSTEM BUSHING FOR PRIMARY AND SECONDARY CONNECTIONS TO TRANSFORMER. TRANSFORMERS SHALL BE 2 MANUFACTURER SHALL BE GE/OR EQUALS BY SQUARE "D" SIEMENS OR CUTLER-HAMMER EATON. Cl]LLI CO AND EQUIPMENT. IDENTIFY ANY EXISTING EQUIPMENT TO BE LEFT INTACT AND ADVISE OWNER'S NEUTRAL - WHITE NEUTRAL - GREY LOCATED, SET, MOUNTED AND CONNECTED IN SUCH A MANNER AS TO KEEP NOISE LEVELS WITHIN THE ' ` I-'" _tV m PHASE A OR Ll - BLACK PHASE A OR Ll - BROWN SURROUNDING AMBIENT NOISE LEVELS AND MAINTAIN ALL CODE REQUIRED CLEARANCES. c . X I. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, CONSTRUCTION MANAGER AT TIME OF BID. - TRANSPORTATION, INCIDENTALS AND DETAILS NECESSARY TO PROVIDE COMPLETE SYSTEMS AS SHOWN ON PHASE B OR L2 - RED PHASE B OR 12 - ORANGE DIVISION 27 - COMMUNNICAT ONS 0 0 THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS. ALL WORK 2. THE CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING PHASE C OR L3 - BLUE PHASE C OR L3 - YELLOW 2. TRANSFORMER SHALL BE QUIET TYPE CONSTRUCTION AND HAVE SIX (6) 2 1/2% TAPS, TWO (2) TAPS 0 , ,o 0 NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD, POWER COMPANY OR OWNER SHALL BE PROVIDED CONDUIT, FIRE ALARM SYSTEM, SWITCH GEAR, PITCH POCKETS AND EQUIPMENT ETC. UNLESS GROUND- GREEN GROUND - GREEN W/ YELLOW STRIP ABOVE AND FOUR (4) TAPS BELOW NORMAL PRIMARY RATING. COMM WORK RESULTS FOR OONMl1�ICATIONS BY THE CONTRACTOR. CLOSELY COORDINATE THE ENTIRE INSTALLATION WITH LANDLORD, POWER SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE LANDLORD ALL PRESUMED 1. INSTALL A SYSTEM OF CONDUIT RACEWAYS, OUTLET BOXES, PULL WIRES, AND TERMINAL BOARDS AS fes` "JCO CO 11. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE COMPANY AND OWNER CONSTRUCTION MANAGER AS REQUIRED, FURNISH AND INSTALL EQUIPMENT THAT IS ABANDONED EQUIPMENT' CONDUIT AND SWITCH GEAR PRIOR TO REMOVAL. PITCH POCKETS SHALL BE SHOWN ON THE DRAWINGS UNLESS OTHERWISE NOTED ON PLANS. TELEPHONE SWITCHING APPARATUS, � � R ,) N RATED FOR AVAILABLE FAULT CURRENT LEVELS. FURNISH AND INSTALL CABLE LIMITERS" IF NECESSARY REMOVED AND THE ROOF PATCHED A5 REQUIRED BY THE LANDLORD. ALL EXTRANEOUS ITEMS IN THE CONDUCTORS INSTRUMENTS MISCELLANEOUS EQUIPMENT AND APPURTENANCES ARE NOT PART OF THE 0 m co �� TO LIMIT FAULT CURRENT. FIELD VERIFY THE EXACT TYPE SIZE LOCATION REQUIREMENTS I=TC. OF ' A. FLEXIBLE CONDUIT OR MC TYPE CABLE SHALL NOT BE USED DIRECTLY OUT OF PANEL BOARDS OR PANELBOARD WIRE 3. 51-TALL COMPLY TO NEMA TP-f (ENERGY STAR). N N SPACE OR ON THE ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED AND ROOF/WALL/FLOOR CONTRACT AND WILL HE PROVIDED AND INSTALLED BY OWNER. TROUGH. MC OR FLEXIBLE TYPE CABLE SHALL BE USED FOR THE FOLLOWING APPLICATIONS ONLY (IF PERMITTED BY EXISTING POWER AND TELEPHONE FACILITIES PRIOR TO SUBMISSION OF BID. PATCHED/REPAIRED TO LIKE NEW CONDITION. EXISTING ABANDONED CONDUIT OR EQUIPMENT IN THE FLOOR, W LANDLORD AND LOCAL BUILDING OFFICIAL): SECTION 26 2416 - PANELBOARDS EMBEDDED IN CONCRETE, OR OTHERWISE INACCESSIBLE, ARE TO BE CUT OFF AND SEALED BELOW OR 2. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN THE PROJECT. IF REQUIRED BY 1 FINAL CONNECTIONS TO MOTORS. 1. ALL PANELBOARDS SHALL BE FACTORY ASSEMBLED OF THE BOLTED CIRCUIT BREAKER TYPE WITH SOLID 2. OUTLET BOXES TO BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE PLATE. _ COMPONENTS THEREOF, SHALL BE NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED, AND SIZED LANDLORD OR CODES, ABANDONED CONDUIT MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM EXTENT 2. FINAL CONNECTIONS INTO AND OUT OF THE TRANSFORMER. COPPER BUSSING, FULL SIZED COPPER NEUTRAL, 100% GROUND BUSSING, AND OVERALLCg E)ALL CIRCUIT BREAKERS SHALL BE OF THE QUICK-MAKE AND QUICK-BREAK IN CONFORMITY WITH REQUIREMENTS OF APPLICABLE CODES, WHICHEVER f5 MORE STRINGENT. OF DEMOLITION PRIOR TO BID AND INCLUDE IN PROPOSAL. 3. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. HINGED/LOCKABLE DOOR. 3. CONDUIT RUNS FROM TELEPHONE BOARD OR MANAGER'S OFFICE FOR TELEPHONE AND DATA LINES TO 4) 11.1 4. INTER-CONNECTIONS BETWEEN ALL LIGHT FIXTURES. DESIGN, THERMAL-MAGNETIC TYPE, TRIP FREE AND TRIP-INDICATING. ALL PANELS SHALL BE DEAD CASHWRAPS ARE TO BE CONTINUOUS WITH NO JUNCTION BOXES EXCEPT AS NOTED OTHERWISE ON 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT EACH OTHER AND ANY MATERIAL OR L SLEEVES 5. FINAL CONNECTIONS WHERE RIGID CONDUIT 15 NOT PRACTICAL. FRONT AND FLUSH OR SURFACE MOUNTED AS SHOWN. DRAWINGS. to LABOR CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. 6. INTER-WALL CONNECTIONS BETWEEN RECEPTACLE BOXES. to ,' ANY MATERIAL OR LABOR WHICH 15 NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN THE 2. CONTRACTOR SHALL FURNISH AND INSTALL A TYPEWRITTEN DIRECTORY CARD OF THE CIRCUITS AND 4. ALL PULL WIRES ARE TO BE LABELED FOR PURPOSE DESIGNATED. CC SPECIFICATIONS, BUT WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK OR WHICH IS USUALLY I. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENT OR FACILITIES !N THE INSTALLATION. B. FLEXIBLE METAL CONDUIT OR MC TYPE CABLE MUST BE THE PLACE IN PANEL DOOR. ADDITIONALLY PANEL FRONT TO BE CLEARLY LABELED. y INCLUDED IN WORK OF SIMILAR CHARACTER, SHALL BE PROVIDED AS PART OF CONTRACT. EACH SLEEVE SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE CUT SAME SIZE A5 THE IMC OR EMT CONDUIT TO WHICH IT 15 to IL FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL EXTEND 2" CONNECTED. BOTH THE FLEXIBLE METAL CONDUIT AND ITS 5. NO OTHER CIRCUITS ARE TO BE RUN IN SAME CONDUIT FEEDING ISOLATED GROUND RECEPTACLES. 4. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH EXCEED CODES OR THE LANDLORD'S ABOVE THE FLOOR. FITTINGS ARE TO BE LISTED FOR GROUNDING. A GREEN 3. ALL PANELBOARDS PHASE AMPERAGE SHALL BE BALANCED TO WITHIN 7 PERCENT MAX. TO MIN. GROUNDING CONDUCTOR SHALL BE INSTALLJnD, ALL CONNECTORS REARRANGE NON-LIGHTING BRANCH CIRCUITS AS REQUIRED AND NOTE CHANGES ON RECORD DRAWINGS. TENANT CRITERIA, THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING THE SYSTEM WITH LIGHTING PANEL CIRCUIT BREAKERS MUST BE INSTALLED AND WIRED EXACTLY AS SHOWN ON DRAWINGS. THE MORE STRINGENT REQUIREMENTS A5 DESIGNED AND DESCRIBED ON THESE DRAWINGS, UNLESS NOTED 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE SEALED WITH ARE TO BE OF A NEMA APPROVED TYPE. FRE DETECTION All) ALARM OTHERWISE. CALCIUM SILICATE, SILICONE "RTV" FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, 50 AS TO RETAIN THEIR FIRE RATING. C. CONNECTION TO OUTDOOR EQUIPMENT MUST BE WEATHERPROOF, I.E. LIQUIDTIGHT OR SEALTIGHT. 4. PANELBOARDS MUST BE MOUNTED ON MINIMUM 3/4" A/D PLYWOOD AND PAINTED INA COLOR TO MATCH I, STANDARDS AND CODES TO BE OBSERVED INCLUDE BUT ARE NOT NECESSARILY LIMITED TO 5. ALL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, THE SURROUNDING WALLS OR A COLOR AS REQUIRED BY LOCAL CODE. PLYWOOD SHALL EXTEND I FOOT THE FOLLOWING: cvO w MAINTAINING AND REPAIRING. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE 3. SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND PARTITIONS SHALL BE STANDARD WEIGHT D. VERIFY PERMITTED USES AND REQUIREMENTS FOR FLEXIBLE MINIMUM BEYOND EDGE OF EQUIPMENT. METAL CONDUIT AND MC CABLE WITH LANDLORD AND LOCAL NFPA 72, NFPA 101, NEC, STATE AND LOCAL REQUIREMENTS OF THE LOCAL FIRE AUTHORITY, uuLi ACCESS TO ALL EQUIPMENT. STEEL PIPE FINISHED WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH BUILDING CONTROL OFFICER BUILDING INSURERS AND LANDLORD REQUIREMENTS. > < u BUILDING OFFICIAL PRIOR TO BID, 7 SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL CONDUIT, SLEEVES Sl-TALL BE NO. 22 U.S.G. 5. PANELBOARDS SHALL HAVE A MINIMUM SNORT CIRCUIT CURRENT RATING AND LUG CONNECTIONS AS ~ in GALVANIZED STEEL MINIMUM. a- w z 6. THE CONTRACTOR SHALL DO ALL GUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED FOR ANY 12. NO OTHER CIRCUITS ARE TO BE IN SAME CONDUIT FEEDING ISOLATED INDICATED ON DRAWINGS: w x 0 Q WORK UNDER THE DIVISION. CUTTING SHALL HAVE PRIOR APPROVAL BY OWNER CONSTRUCTION MANAGER GROUND RECEPTACLES. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, SUPPLY, 0 Q U INSTALLATION, CONNECTION, TESTING, COMMISSIONING AND SETTING TO WORK OF THE j Q El AND THE LANDLORD. PATCHING 15 TO BE AS NEW CONDITION . M. HANGERS a VERIFY ACTUAL A.I.G. SHORT CIRCUIT CURRENT REQUIREMENTS WITH THE LANDLORD AND UTILITY COMPLETE AND FULLY OPERATIONAL FIRE DETECTION AND ALARM CONTROL SYSTEMS. k- H 4 U O COMPANY PRIOR TO ORDERING EQUIPMENT. PROVIDE DOCUMENTATION FROM LANDLORD/UTILITY (2, w 4 w w p 7. THE CONTRACTOR SHALL MAKE ALL FINAL ELECTRICAL CONNECTIONS AS REQUIRED FOR A COMPLETE AND I. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH A5 ANGLE IRON, WIRE, UNISTRUT, C-CLAMPS SECTION 26 0526 - GROUNDING COMPANY STATING THE AVAILABLE FAULT CURRENT AT TENANT'S ELECTRIC SERVICE MAIN SWITCH. 3. THE COMPLETE AND FULLY OPERATIONAL FIRE DETECTION AND ALARM SYSTEM INCLUDING m o � w o a OPERATING SYSTEM. WITH RETAINING CLIPS, CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 1. FURNISH AND INSTALL COMPLETE WIRED GROUNDING CONDUCTOR SYSTEM, #12 AWG MINIMUM, SIZED AND SUBMIT DOCUMENTATION WITH GEAR SHOP DRAWINGS FOR REVIEW AND APPROVAL. ALL LUG INSTALLED IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, CONNECTIONS TO BE 75'0 RATED. OF FIRER SUPPLIES CT SYSTEM TOR PFAG£S TO PROVIDE ]=ABLY WARNING OF THE PRESENCE , , OF TO PROTECT LIFE AND/OR PROPERTY. o Ca u LD 8. REFER TO SECTION 014000 "QUALITY REQUIREMENTS" AND SECTION 016000 "PRODUCT REQUIREMENTS" FOR 2. HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR MASONRY, BUT NOT TO OTHER STATE AND LOCAL CODES, THE LANDLORD'S TENANT CRITERIA AND AS NOTED IN THE SPECIFICATIONS ai F Li j GUARANTEE'S CONDUIT OR PIPING. HANGERS UPPER ATTACHMENT MUST BE SUPPORTED FROM THE TOP OF THE BAR AND AS INDICATED ON THE DRAWINGS. 6. MANUFACTURER SHALL BE GE/OR EQUALS BY SQUARE "D", SIEMENS, OR CUTLER HAMMER, EATON. JOIST. HANGING FROM METAL DECK IS NOT PERMITTED. WHERE INTERFERENCES OCCUR, IN ORDER TO 4. A NETWORK OF ANALOGUE ADDRESSABLE FIRE ALARM DEVICES AND PANEL SHALL BE q. REFER TO SECTION 017823 "OPERATION AND MAINTENANCE DATA" FOR OPERATION AND MAINTENANCE SUPPORT CONDUIT, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH 2. ALL CONDUIT, INCLUDING FLEXIBLE CONDUIT, SHALL BE GROUNDED WITH A GREEN GROUNDING PROVIDED IN ALL AREAS OF THE FIT-OUT SCOPE OF WORKS. MANUAL SUBMISSIONS. SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, JUNCTION CONDUCTOR. SECTION 26 2726 - W RING DEVICES BOXES, ACCESS DOORS, OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER TRADES. HANGER 5. EACH SYSTEM SHALL INCLUDE MANUAL PULL STATIONS, PHOTO ELECTRIC SMOKE TYPES AND INSTALLATION METHODS ARE SUBJECT TO LANDLORD CRITERIA. 3. GROUNDING CONNECTIONS MADE TO THE WATER PIPING SYSTEM SHALL BE COORDINATED WITH THE 1. COLOR OF DEVICES AND PLATES SHALL BE SELECTED BY OWNER. THE DEVICES SHALL BE OF THE TYPES DETECTORS, IONIZATION SMOKE DETECTORS, HEAT DETECTORS, MAGNETIC DOOR HOLDERS, C. TEMPORARY LIGHT AND POWER PLUMBING CONTRACTOR AND BONDING JUMPERS INSTALLED AROUND WATER METER PER CODES AND A5 AND RATINGS LISTED, OR EQUALS 13Y ARROW-HART, GENERAL ELECTRIC OR PASS 4 SEYMOUR. INTERFACES WITH MECHANICAL SYSTEMS, INTERFACES WITH AUDIO VISUAL EQUIPMENT AND N. FINAL ELECTRICAL NSPECTIONS INDICATED ON DRAWINGS. WEATHERY PROOF GF RECEPTACLES SHALL BE INSTALLED WHERE SHOWN ON DRAWINGS OR AS REQUIRED INTERFACES WITH ACCESS CONTROL SYSTEM. I. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY WIRING AND RELATED4. ALL DEVICES SHALL BE BONDED TO THE CONDUIT SYSTEM, USE A BONDING JUMPER BETWEEN THE GROUND FAULT INTERRUPTION PROTECTION FOR LIGHT AND POWER FOR ALL OUTLET BOX AND THE DEVICE GROUNDING TERMINAL. METAL-TO-METAL CONTACT BETWEEN THE DEVICE 6. THE FIRE ALARM SHALL INCLUDE AUDIO / VISUAL UNITS LOCATED THROUGHOUT THE FIT-OUT CONTRACTORS AND IS RESPONSIBLE FOR IT'S REMOVAL. 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, OWNER SHALL HAVE AN INDEPENDENT YOKE AND THE OUTLET BOX 15 NOT ACCEPTABLE A5 A BOND FOR EITHER SURFACE MOUNTED BOXES OR HEATNG, VENTILATNG & AR CONDITIONNG, PLUMBING, AND FRE PROTECTION 1NR�NG TO PROVIDE ALARM SYSTEMS IN LINE WITH ADA AND ALL APPLICABLE CODES, CONTRACTOR INSPECT THE FINISHED ELECTRICAL INSTALLATION UPON COMPLETION FOR COMPLIANCE WITH FLUSH PLANS, SPECIFICATIONS AND CODES. THE ORIGINAL CONTRACTOR WILL BE RESPONSIBLE TO BRING TYPE BOXES. ALL JUNCTION BOXES, OUTLET BOXES, AND PULL BOXES SHALL BE BONDED TO THE 2, THE CONTRACTOR SHALL PAY FOR ALL ELECTRICITY PRIOR TO STORE MERCHANDISING ALL ITEMS REPORTED UP TO PLAN AND SPECIFICATION REQUIREMENTS. CONDUIT SYSTEM. I. CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL ELECTRICAL. WORK TO BE 7. MAIN FIRE CONTROL PANEL SHALL BE LOCATED AT REAR OF FIT-OUT WITH A FULL LCD AND INCLUDE COST IN BID. 5, RUN A SEPARATE ISOLATED GROUNDING CONDUCTOR, #12 AWG MINIMUM, IN EACH CONDUIT FEEDING THE INCLUDED IN BID. PANEL RECESSED INTO THE WALL. THE MAIN FIRE ALARM PANEL SHALL INCLUDE A STANDBY 0. SCOPE OF WORK CASH WRAP, THE SENSORMATIC, HVAC CONTROL PANEL, AND OTHER COMPUTERIZED EQUIPMENT AS BATTERY BACKUP. D. CODES SHOWN ON DRAWINGS. 2. CONTRACTOR SHALL DO ALL POWER WIRING, LINE VOLTAGE WIRING, AND LINE VOLTAGE CONTROL WIRING 1 R R 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, TOOLS, INDICATED UNDER THE HEATING, VENTILATION AND AIR CONDITIONING, PLUMBING AND WIRE PROTECTION B. FACILITIES SHALL BE PROVIDED TO ALLOW THE FIRE ALARM SYSTEM TO BE REGULARLY 1. ALL WORK SHALL BE PERFORMED IN A NEAT AND PROFESSIONAL MANNER AND TRANSPORTATION, AND FACILITIES NECESSARY FOR, REASONABLY IMPLIED AND INCIDENTAL TO, THE 6. FOR PANEL FEEDERS, BOND THE GROUNDING CONDUCTOR TO THE CONDUIT, WHERE ENTERING AND SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL ALSO DO ALL INTERCONNECTING LINE VOLTAGE TESTED WITHOUT OPERATING SPECIFIC INTERFACES SUCH AS THE A/V SHUT OFF AND THE CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL ELECTRICAL CODE, FURNISHING, INSTALLATION, COMPLETION AND TESTING OF ALL THE WORK FOR THE ELECTRICAL SYSTEMS LEAVING THE CONDUIT. THE GROUNDING CONDUCTOR SHALL BE COPPE=R WITH GREEN IDENTIFICATION HIRING BETWEEN RELAYS AND SWITCHES AS REQUIRED. MECHANICAL SYSTEMS. LANDLORD'S CRITERIA, THE STATE'S, COUNTY'S, CITY'S AND LOCAL CODES AND AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, AND A5 REQUIRED BY JOB AND SIZED PER N.E.C. y ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, ENERGY CODES, AND ALL CONDITIONS, TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING: 7. ALL ENCLOSURES AND NON-CURRENT CARRYING METAL PARTS ARE TO BE GROUNDED. CONDUIT 3. CONTRACTOR SHALL FURNISH AND INSTALL A5 A MINIMUM, CONDUITS STUBBED FROM ENERGY 9. AUTOMATIC FIRE PROTECTION SHALL BE PROVIDED BY A COMBINATION OF SMOKE a w OTHER APPLICABLE CODES AND REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE SYSTEM IS TO BE ELECTRICALLY CONTINUOUS. ALL LOCKNUTS MUST CUT THROUGH ENAMELED OR MANAGEMENT SYSTEM PANEL TO 12' ABOVE CEILING WITH PLASTIC CONDUIT BUSHING TO PREVENT CABLE (IONIZATION AND OPTICAL), HEAT AND BEAM DETECTORS CHOSEN TO SUIT THE in Q w INTO AND COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. A. A COMPLETE ELECTRICAL DISTRIBUTION SYSTEM INCLUDING THE INSTALLATION OF PANELBOARDS, PAINTED SURFACES ON ENCLOSURES. WHERE ENCLOSURES AND NON-CURRENT CARRYING METAL PARTS JACKET DAMAGE. (SEE MECHANICAL DWGS FOR REQUIREMENTS) ENVIRONMENTAL CONDITIONS WITHIN THE SPACE TO BE PROTECTED. ] w p ix SHALLINCLUDEANYCHANGES REQUIRED BY CODES IN THE BID SAFETY AND DISCONNECT SWITCHES, LIGHTING CONTACTORS, LIGHTING AND TRANSFORMERS, IT IS ARE ISOLATED FROM THE CONDUIT SYSTEM, USE BONDING JUMPERS WITH APPROVED CLAMPS. ALL SQ F- THE CONTRACTOR G THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN THE BID FOR PROVIDING SERVICE E=QUIPMENT " Q C AND IF THESE CHANGES ARE NOT INCLUDED IN THE BIp THEY MUST BE QUALIFIED AS GROUND CLAMPS SHALL BE PENN-UNION OR EQUAL, SIMILAR TO GPL TYPE. 4. CONTRACTOR I5 RESPONSIBLE FOR FURNISHING AND INSTALLING CONDUIT FOR HVAC CONTROL WIRING 10. ALL DEVICES SHALL HAVE INTEGRAL SHORT CIRCUIT ISOLATION ANDA UNIQUE ADDRESS w w ! NECESSARY FOR TIE-IN TO LANDLORD'S DISTRIBUTION EQUIPMENT OR TO OBTAIN SERVICE FROM 0 I- I- A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NO ADDITIONAL LOCAL UTILITY COMPANY. REFER TO ELECTRICAL RESPONSIBILITY SCHEDULE AND ELECTRICAL POWER WHERE REQUIRED BY CODE TO BE IN CONDUIT. REFER TO PLANS FOR REQUIREMENTS AND SIZE. GENERATED BY THE MAIN FIRE ALARM PANEL. 0 a a COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY OWNER TO THE CONTRACTOR. RISER DIAGRAM FOR ADDITIONAL INFORMATION. SECTION 26 0533 - CONDUIT, OUTLET BOXES $ JUNCTION/PULL m m m B. CONTRACTOR MUST ALSO INCLUDE IN BID ALL NECESSARY MATERIALS REQUIRED TO COMPLETE THE5. REFER TO MECHANICAL DRAWINGS FOR AVAILABLE SCHEMATIC WIRING DIAGRAMS OF EQUIPMENT. 11. WHEN THE FIRE ALARM 15 ACTIVATED, THE MAIN MECHANICAL SYSTEMS (AIR HANDLING E LICENSES, PERMITS, NSPECTIONS & FEES SYSTEM INCLUDING, BUT NOT LIMITED TO, FEEDERS, BRANCH CIRCUITS, JUNCTION BOXES, BOXES PLANT, CONDENSERS, FAN COIL UNITS, EXTRACT FANS) WILL BE SHUT DOWN VIA A SIGNAL x OUTLET BOXES, WIRING DEVICES, COVERPLATES, CONDUITS, ETC. FROM THE FIRE ALARM PANEL TO THE ASSOCIATED MECHANICAL CONTROL PANELS, THE N x C. METERING AND CURRENT TRANSFORMERS AS REQUIRED BY DRAWINGS, OWNER, UTILITY COMPANY, UNINTERRUPTIBLE POWER SUPPLY ACCESS CONTROLLED DOORS SHALL BE SIGNALED TO RELEASE THE DOORS, AND AUDIO 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, INSPECTIONS, AND FEES AND/OR LANDLORD. SYSTEMS SHUT DOWN. EQUIRED OR RELATED TO THE WORK. i. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS SERVING ALL EQUIPMENT, INCLUDING BUT 0.3 D. INSTALLATION OF LIGHT FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS INCLUDING ALL DEVICES, NOT LIMITED TO, LIGHTING, RECEPTACLES, HEATING, AIR CONDITIONING, PLUMBING EQUIPMENT, I. UPS EQUIPMENT, ETC. REQUIRED FOR MOUNTING. TELEPHONE, DATA, SPEAKERS, AND ELECTRICAL EQUIPMENT. A. APPROVED MANUFACTURER: APC 12. ALL FINAL CONNECTIONS TO THE LANDLORD'S FIRE ALARM SYSTEM SHALL BE MADE BY THE 2. THE CONTRACTOR SHALL FURNISH TO OWNER CONSTRUCTION MANAGER ALL CERTIFICATES OF INSPECTION AND FINAL INSPECTION APPROVAL TOAT COMPLETION OF PROJECT. E. A COMPLETE CONDUIT SYSTEM FOR TELEPHONE/DATA INCLUDING TERMINAL BOARD, BRANCH CONDUIT, LANDLORD'S FIRE ALARM SYSTEM CONTRACTOR. THIS CONTRACTOR SHALL ALLOW TO MAKE T OUTLET BOXES, PULL WIRES, GROUND CONDUCTORS, COVER PLATES, ETC. OR AS SPECIFICALLY 2. ALL CONDUITS SHALL BE GALVANIZED IMC OR EMT UNLESS OTHERWISE SPECIFIED IN SPECIFICATIONS OR ALL NECESSARY ARRANGEMENTS AND MAKE ALL PAYMENTS FOR THE FINAL CONNECTION. V NOTED OTHERWISE ON THE DRAWINGS. ON DRAWINGS. ALL CONDUIT IS TO BE UL LABELED. EMT CONNECTORS SHALL BE STEEL COMPRESSION 2. INSTALLATION AND WIRING F. TRADE NAMES, MANUFACTURERS AM) SHOP DRAWNGS F. A COMPLETE EMERGENCY AND EXIT LIGHTING SYSTEM AS SHOWN ON THE DRAWINGS. OR SET SCREW TYPE (NO ZINC DIE CAST ALLOWED). CONDUIT UNDER SLAB ON GRADE SHALL BE RIGID m m STEEL, OR SCHEDULE 40 PVC WITH RIGID STEEL ELLS WHERE PERMITTED BY LANDLORD AND CODE. , 13. THIS CONTRACTOR SHALL WIRE THE INTERCONNECTING CABLING FROM THE OWNERS FIRE 0 L- G. TEMPORARY SERVICE AS INDICATED IN THE SPECIFICATIONS, INCLUDING ITS REMOVAL. A. INSTALL/START UP UPS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION/OPERATION ALARM PANEL TO THE LANDLORD INTERFACE AND THE SPRINKLER FLOW SWITCH - MAKING CO U 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE DRAWINGS OR IN THE SPECIFICATIONS, H. FINAL CONNECTIONS TO ALL SIGNS, CORNICE LIGHTING, CASE LIGHTING, ETC. AS SI4OWN ON DRAWINGS. GUIDELINES. FINAL CABLE TERMINATIONS AND CONNECTION AT BOTH ENDS OF THE CABLING. . 3. MINIMUM SIZE OF CONDUIT SHALL BE 1/2" FOR INDIVIDUAL LIGHTING FIXTURE CONNECTIONS OR TO W W THE EXACT EQUIPMENT SHALL BE USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS CONSIDERED I. INSTALLATION AND WIRING OF SPEAKERS, AMPLIFIERS, CONDUIT AND FINAL CONNECTIONS FOR SOUND B. PROVIDE TRAINING TO PROJECT MANAGER ON THE OPERATION AND MAINTENANCE REQUIREMENTS. AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAT SPECIFIED WILL BE SUBJECT TO APPROVAL IN SYSTEM AS SHOWN ON DRAWINGS INDIVIDUAL LIGHT SWITCHES (IF ACCEPTABLE BY THE LANDLORD AND LOCAL CODE OFFICIALS) AND 3/4" Z WRITING, THROUGH SHOP DRAWING SUBMITTAL PROCESS, BY OWNER'S CONSTRUCTION MANAGER PRIOR TO J. SMOKE/FIRE ALARM WIRING, DEVICES AND CONDUIT, AS SHOWN OR DESCRIBED ON DRAWINGS OR AS FOR ALL OTHER LOCATIONS. IF HVAC CONTROL WIRING 15 REQUIRED TO BE RUN IN CONDUIT, IT SHALL Q0_ < ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO RE=MOVAL AND NECESSARY TO MEET LANDLORD STATE LOCAL! BE A MINIMUM OF 3/4", UNLESS NOTED OTHERWISE ON DRAWINGS. ALL IN/UNDER FLOOR CONDUIT SHALL INSURANCE AND FIRE DEPARTMENT REQUIREMENTS. SECTION 26 2516 - SAFETY $ DISCONNECT SWITCHES Cl) o REPLACEMENT AT THE CONTRACTOR'S EXPENSE. K. INSTALLATION OF CONDUITS STUBBED TO ABOVECEILING FOR ENERGY MANAGEMENT SYSTEM PANEL. BE OF MINIMUM 3/4" SIZE. 1. SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, QUICK-MAKE, QUICK-BREAK FUSED i ALSO, ANY ADDITIONAL CONDUIT FOR HVAC CONTROL EQUIPMENT WHERE PLENUM RATED CABLES ARE 4. SUPPORT ALL CONDUIT, INCLUDING SEISMIC AND SWAY BRACING, IN ACCORDANCE WITH THE NEC AND OR NON-FUSIBLE WITH RATINGS AND SIZES AS NOTED ON PLANS AND REQUIRED BY CODES. d 2. CONTRACTOR SHALL SUBMIT ONLY SUBSTITUTION REQUESTS TO OWNER'S CONSTRUCTION MANAGER FOR NOT PERMITTED. REFER TO MECHANICAL DRAWINGS. X LOCAL CODES. r APPROVAL. SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW FOUR (4) WORKING L. CONTRACTOR i5 RESPONSIBLE FOR FURNISHING AND INSTALLING CONDUIT FOR HVAC CONTROL WIRING CC Z 2. SWITCHES SHALL BE WEATHERPROOF IN OUTDOOR LOCATIONS OR AS REQUIRED BY CODES. DAYS FOR OWNER CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE WHERE REQUIRED BY CODE TO BE IN CONDUIT. 5. GENERALLY, ALL CONDUIT SHALL BE CONCEALED EXCEPT FOR UNFINISHED AREAS, SUCH AS EQUIPMENT W JOB'S PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE CONTRACTOR AND SUB-CONTRACTOR ROOMS. EXPOSED CONDUIT SHALL BE ALLOWED ONLY AS NOTED ON PLAN AND AS APPROVED BY Cn CC SNOWING THAT HE HAS REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH OWNER'S CONSTRUCTION MANAGER. PAINTING OF CONDUITS, NOTED ON DRAWINGS OR SPECIFICATIONS 3. AT SERVICE ENTRANCE, DISCONNECT SHALL BEAR THE MANUFACTURER'S LABEL INDICATING THE Z Q THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN. 2. BEFORE STARTING WORK, THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, STRUCTURAL, FIRE EQUIPMENT IS RATED FOR APPLICATION IN ACCORDANCE WITH CODES. cY ALARM, FIRE PROTECTION, MECHANICAL, AND PLUMBING PLANS, SHOP DRAWINGS AND SPECIFICATIONS TD WILL BE BY CONTRACTOR. Q _ SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS OF THE ELECTRICAL SYSTEM, I- 0 �` G. GUARANTEE MATERIALS, AND EQUIPMENT WITH OTHER CONTRACTORS TO AVOID INTERFERENCES AND CONFRONTATIONS 6. PROVIDE PULL-WIRE IN ALL EMPTY CONDUITS EXCEPT AS NOTED OTHERWISE ON DRAWINGS, 4 GE/OR EQUALS BY SQUARE "D" GLASS 2510/2512 MANUAL MOTOR STARTERS, LESS OVERLOAD WITH CONDUIT. PROTECTION HEATERS, ARE TO BE USED AS A DISCONNECTING MEANS ONLY WHERE INDICATED ON L` 7. HOME RUNS AND MAIN CONDUIT RUNS ARE TO BE HELD TIGHT TO STRUCTURE ABOVE OR AS REQUIRED C.] Z w Z Q I. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK PROVIDED UNDER THE CONTRACT AND TO ALLOW PROPER SERVICE ACCESS AND OTHERDRAWINGS FOR FRACTIONAL HORSEPOWER MOTORS ABOVE 1 1/2 HP AT 120 VOLTS AND 2 HP AT 240 TRADES WORK. CONDUIT MUST BE TRAPEZED TO LL 0 CC 0 N VOLTS THAT DO NOT REQUIRE AUXILIARY CONTROL. MOTORS THAT ARE BELOW THE 1 1/2 HP AT 120 SHALL MAKE GOOD, REPAIR OR REPLACE AT CONTRACTOR'S EXPENSE, ANY DEFECTIVE WORK, MATERIAL, P. TESTS AM) ADJUSTMENTS ALLOW 3 FEET MINIMUM CLEARANCE ABOVE CEILING. VOLTS, 2 HP AT 240 VOLTS, WATER HEATER AND ROLLING GRILLE ARE TO BE PROVIDED WITH HUBBELL U H < I- C OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FROM THE DATE OF W W ❑ C7 O. ACCEPTANCE (IN WRITING) OF THE INSTALLATION BY OWNER'S CONSTRUCTION MANAGER/ENGINEERING B. EMT BOX CONNECTORS SHALL HAVE INSULATION BUSHING, INSTALLED ON TOP OF THE CONNECTOR LOCK "HAL-1221, 1222 OR 1223" AC SWITCH, Z Z MANAGER. EXTENDED WARRANTIES ARE SPECIFIED WITH INDIVIDUAL EQUIPMENT. 1. ALL CONNECTIONS AT PANELS AND SWITCHES ARE TO BE MADE, ALL SPLICES COMPLETE, ALL FUSES IN NUT Cr%1-1-1 CI) _ fro CD PLACE, AND ALL CIRCUITS CONTINUOUS FROM POINT OF SERVICE CONNECTION TO ITS FINAL DESTINATION, 5. MANUFACTURER SHALL BE GE/OR EQUALS BY SQUARE "D", SIEMENS, OR CUTLER HAMMER. J W Z Q Q 0 2. OWNER SHALL PROVIDE A COMPLETE 12-MONTH WARRANTY FOR ALL PARTS ON EQUIPMENT PROVIDED BY AND ALL COVERS AND PLATES INSTALLED PRIOR TO THE TIME OF FINAL INSPECTION BY OWNER'S OUTLET BOXESref% OWNER AND OWNER'S VENDORS. THE CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND A CONSTRUCTION MANAGER. Q 0 CI p COMPLETE WORKING SYSTEM, AND A5 SUCH, NO ADDITIONAL MONIES SHOULD BE INCLUDED IN THE BID. 1. ALL OUTLET BOXES SHALL BE GALVANIZED PRESSED STEEL OF THE STANDAR0 D KNOCKOUT TYPE. NO SECTION 26 5100 - LIGI-TTI \G, F XTURES $ LAMPS U La C3 Z 1- 2. UPON COMPLETION OF THE WORK, ALL PARTS OF THE ELECTRICAL INSTALLATION SHALL BE TESTED AND ROUND OUTLET BOXES SHALL BE PERMITTED, EXCEPT AS SPECIFICALLY NOTED ON DRAWINGS. 1. REFERENCES / REGULATORY REQUIREMENTS CC CC Z < 0 H. RECORD DRAWINGS PROVED FREE OF UNWANTED GROUNDS AND OTHER DEFECTS. CONCEALED BOXES SHALL NOT BE LESS THAN 4" SQUARE AND 1 1/2" DEEP, WITH PLASTER RINGS. -A. CONFORM TO REQUIREMENTS OF NEMA WF 0 D6 - WIRING DEVICES-DIMENSIONAL REQUIREMENTS V 0 _ (/) J Z H z B. COFORM TO REQUIREMENTS OF NFPA 70 - NATIONAL ELECTRIC CODE Lu W N J 3. ALL OVERLOAD DEVICES INCLUDING EQUIPMENT FURNISHED UNDER OTHER CONTRACTS SHALL BE SET 2. ALL KNOCKOUT BOXES, UPON WHICH LIGHTING FIXTURES ARE TO BE INSTALLED, SHALL BE EQUIPPED Q Q 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THE JOB SITE , ! „ C. CONFORM TO REQUIREMENTS OF NFPA 101 - LIFE SAFETY CODE J m ILS 0 o TO RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS: AND ADJUSTED TO SUIT THE LOAD CONDITIONS. WITH 3/8 FIXTURE STUDS. w Q O) D. PRODUCTS: LISTED AND CLASSIED BY NATIONAL RECOGNIZED TESTING LABOARATOR, AS SUITABLE A. LOCATION OF JUNCTION BOXES AND RECEPTACLES. 4. TEST AND MAKE CORRECTIONS/ADJUSTMENTS FOR PHASE BALANCING. 3. EXTERIOR BOXES SHALL BE CAST RUST-RESISTING METAL WITH GASKETED COVERS. FOR PURPOSE SPECIFIED AND INDICTED, rE B. REVISIONS, ADDENDUM, AND CHANGE ORDERS. 2. THE CONTRACTOR SHALL INSTALL ALL LIGHTING FIXTURES AND LAMPS AS SHOWN ON THE DRAWINGS. 1o_.", ° C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD CONDITIONS, APPROVED EQUIPMENT 5. THE CONTRACTOR 15 TO BALANCE THE VOLTAGE LEAVING THE STEP-DOWN TRANSFORMER TO PROVIDE A 4. INSTALL BOXES RIGIDLY FROM BUILDING STRUCTURE AND SUPPORT INDEPENDENTLY OF THE CONDUIT CONTRACTOR 15 TO REPLACE ALL NON-WORKING LAMPS PRIOR TO MERCHANDISE DATE AND 15 TO ,.e. .•"'__..-------‘ `�s�j SYSTEM. ALSO PROVIDE SUITABLE BOX EXTENSIONS TO EXTEND BOXES TO FINISHED FACES OF FLOORS, GAF SUBSTITUTIONSTE7 , AND CONTRACTOR'S COORDINATION WITH OTHER TRADES. SECONDARY VOLTAGE OF 120 MINIMUM TO 125 VOLTS MAXIMUM BY ADJUSTING THE TRANSFORMER TAPSINCLUDE COST IN BID. ��� �%' R ,° . ONCE ALL THE FINAL CONNECTIONS HAVE BEEN MADE TO THE LOW VOLTAGE PANELBOARD. PROVIDE CEILINGS, WALLS ETC. ALL OUTLET BOXES TO BE PROVIDED WITH CADDY "RLC FIX-IT CLIPS" TO g 2. AT COMPLETION OF PROJECT AND BEFORE FINAL APPROVAL, THE CONTRACTOR SHALL FINAL BALANCE REPORT TO OWNER CONSTRUCTION MANAGER AT TIME OF PUNCH-OUT. MINIMIZETHE DEFLECTION THAT OCCURS WHEN PLUGGING/UNPLUGGING INTO THESE DEVICES. $� 85P , MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY OF EACH 3. WHERE FLUORESCENT FIXTURES ARE SPECIFIED, THEY SHALL BE PROVIDED WITH HIGH POWER FACTOR RAPID START BALLASTS, U.L. LISTED, C.B.M. CERTIFIED, AND E.T.L. APPROVED WITH EFFICIENCY PRINT BY SIGNATURE THEREON. ONE COPY OF DRAWINGS STAMPED "DO NOT Q. GLEAM 5. OUTLET HEIGHTS SHALL BE AS FOLLOWS: FACTORS IN ACCORDANCE WITH THE CURRENT "ENERGY POLICY ACT" AND ITS AMENDMENTS ASA '� Ate ' /% •" 3 REMOVE" SHALL BE PLACED IN DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL MINIMUM. �J9 y 7 2Y ' PANELS (SEE ARCHITECTURAL DRAWINGS FOR LOCATION). THE ORIGINAL SHALL BE A. SWITCH HEIGHT -- REFER TO DRAWINGS J FEY / { GIVEN TO THE OWNER CONSTRUCTION MANAGER. I. AT THE END OF THE PROJECT, THE CONTRACTOR SHALL CLEAN ALL EQUIPMENT, INCLUDING LIGHT 4, THE CONTRACTOR SHALL FURNISH ADDITIONAL AUXILIARY SUPPORT STEEL HANGER WIRES ADEQUATELY • FIXTURES, PANEL BOARDS TO THE SATISFACTION OF OWNER. ALL DUST, DIRT, DEBRIS, AND FOREIGN MATTER SHALL BE REMOVED FROM ALL EQUIPMENT. 13. CONVENIENCE OUTLETS: SIZED TO SUPPORT THE WEIGHT OF THE FIXTURE FASTENED TO THE BUILDING STRUCTURE (MINIMUM A TWO PER FIXTURE) FOR ALL FIXTURES IN LAY-IN CEILINGS AND OTHER FIXTURES AS REQUIRED BY THE m SALES: REFER TO DRAWINGS LANDLORD AND CODES. 11972 g x R. PROJECT CLOSEOUT NON-SALES: REFER TO DRAWINGS 5. CONSTRUCT APPLICABLE FIRE RATED DRYWALL BOXES OR FIRERATED COVERS OVER RECESSED FIXTURES SI-EET zz r 1. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT, IN FIRE RATED CEILINGS AS REQUIRED BY CODES. FIELD COORDINATE AS REQUIRED TO AVOID -c,, INCLUDING CONTROLS DIAGRAMS, INTERNAL WIRING DIAGRAMS, ETC. TO THE LANDLORD AND TENANT (4) C. TELEPHONE OUTLETS SHALL BE LOCATED AS NOTED ON DRAWINGS. CONFLICTS. m� � COPIES TOTAL). ALL BOUND INTO 3 RING BINDERS. F-AGN BINDER SHALL INCLUDE WARRANTIES, STORENAME, STORES NUMBER, ADDRESS, INSTALLING CONTRACTOR, AND SERVICE CONTRACT INFORMATION. 6. SUPPORT RECESSED LUMINAIRES INDEPENDENT OF CEILING FRAMING. FOR RECESSED FLUORESCENTE1.00 rn w k-.1,,,, Plot Date: 1/24/2019 A*F PROTOTYPE FULL SCALE it LITE - US DOMESTIC LIGHT FIXTURE SCHEDULE OWNER SUPPLIED TYPE SYMBOL FIXTURE DESCRIPTION FINISH LAMP TYPE DAS PART 41 LAMP TOTAL LAMP/ LAMPS / MAX. FIX. VOLTAGE MANUFACTURER: CATALOGUE # Air ITEM ID NOTES / MODIFICATIONS (AAF ITEM ID) POWER UNIT WATT. (INTEGRAL / REMOTE DRIVER) ITEMS IN RED TEXT TO BE CONFIRMED / ITEMS IN BOLD TEXT INDICATE REVISIONS FROM LAST ISSUE • SURFACE MOUNTED NOMINAL 12' LINEAR COVE ECOSENSE TROVE: L35-I-12-02-30-80-MU LT-120 74552 (FIXTURE) 15-May-18 52G 1 LIGHT WiTH INTEGRATED 3000K LED, 120° N/A N/A N/A N/A N/A 2 W/LF 120 V• + LENS-L35-FROST-12 74872 (LENS) U.L. APPROVED. DISTRIBUTION AND FROSTED LENS. LOCATED I 74803 (LEAD AT STOREFRONT ENTRY COVE. (INTEGRAL DRIVER) CABLE) DD5 PART st LAMP WATTS/ LAMPS / MAX. FIX. MANUFACTURER: CATALOGUE is OWNER SUPPLIED TYPE SYMBOL FIXTURE DESCRIPTION FINISH LAMP TYPE TOTAL LAMP VOLTAGE :OF ITEM ID NOTES / MODIFICATIONS I • j (AVE ITEM ID) POWER UNIT WATT. (INTEGRAL / REMOTE DRIVER) 416111111111111:3 SURFACE MOUNTED NOMINAL 48" LINEAR COVE I ECOSENSE TROVE: 1.35-1-48-02-30-80-MU LT-120 74551 (FIXTURE) 52C-4 LIGHT WITH INTEGRATED 3000K LED, 120° N/A N/A N/A N/A N/A 2 W/LF 120 V + LENS-L35-FROST-48 74873 (LENS) j U.L. APPROVED. I • LITHONIA: CLX L.48 3000LM SEF RDL MVOLT GZIO DISTRIBUTION AND FROSTED LENS. LOCATED 74803 (LEAD SURFACE MOUNTED NOMINAL 4-0 LONG STRIP AT STOREFRONT ENTRY COVE. (INTEGRAL DRfVER) CABLE) 51 E LIGHT WITH INTEGRATED 3500K LED, STEEL WHITE N/A N/A N/A N/A 20.3 N 120 V 35K 90GR1 WH 74544 U.L. APPROVED. • HOUSING AND LENS AT NON-SALES AREAS. • (INTEGRAL DRIVER) TRACK MOUNTED SINGLE CIRCUIT INTEGRATED 3000K LED ADJUSTABLE ACCENT LIGHT WITH BLACK N/A N/A N/A N/A 13.5 W 120 V GE: LTC-ID-A-I-10-wF-9-30-P-Q-L1-BLCK 75729 U.L. APPROVED. „ j 35°BEAMSPREAD, ADJUSTABLE TILT, AND 360 • i (LIGHTOLIER ADAPTER) SURFACE MOUNTED NOMINAL 41-0' LONG STRIP LITHONIA: CLX L48 3000LM SEF RDL 120 GZIO 35K LIGHT WITH INTEGRATED 3500K LED, STEEL ! 90CRI P51050 SPD WH DEGREE ROTATION. BI/El � WHITE N/A N/A N/A N/A 20.3 W � 120 V 74740 U.L. APPROVED. I ABERCROMBIE & FITCH CO. HOUSING, LENS AND EMERGENCY BATTERY I 6301 FITCH PATH PACK AT NON-SALES AREAS. (INTEGRAL DRIVER 4 BATTERY) • lis !NEW ALBANY, OHIO 43054 LIGHTOLIER: 6008NBK (8FT TRACK+DEAD END) 74617 (BFT TRACK • SURFACE MOUNTED SAFETY LIGHT WITH DIE j DIE CAST GE: LED15DA21/827 (76038) SURFACE MOUNTED SINGLE CIRCUIT EXTRUDED LIGHTOLIER: 6004NBK (4FT TRACK+DEAD END) 75659 (4FT TRACK) 614-283-6500 83 CAST ALUMINUM HOUSING / GUARD t CLEAR 09259-I-0-01-0 16 W I 150 W 120 V • RAB: VXBR100DG-3/4 74546 U.L. APPROVED. ALUMINUM LIGHTING TRACK WITH ALL LIGHTOLIER: 60A8NBK (LIVE END FEED) 30822999 (FEED) • U.L. APPROVED. REFER TO ARCHITECTURAL DRAWINGS GLASS GLOBE. ALUMINUM (DIMMABLE) TRl NECESSARY HARDWARE, LINEAR COUPLERS AND BLACK N/A N/A N/A N/A 30 W/ LF 120 V LIGHTOLIER: 6049NBK (COUPLER) 74515 (COUPLER) FOR RUN LENGTHS AND MOUNTING DETAILS. • • FEEDS. LIGHTOLIER: 56491 (DEAD END) 75695 (DEAD END) V WALL MOUNTED CANTILEVERED DECORATIVE • GREEN CREATIVE: LIGHTOLIER: 6�ONBK (L CONNECTOR) 75671 (L CONN) • "ANTENNAE LIGHT" WITH MEDIUM SCREW BASE MATTE 13PAR305NDIM/930FLA0 09308-I-1-00-0 U.L. APPROVED. PROVIDE DIMMABLE LAMP FOR DI PAR 30 HEAD WITH TILT AND ROTATION. BLACK; RAN 58145) (75068) 13 W 1 16 W 120 V PRG: RHA-513 74537 CALIFORNIA LOCATIONS TO COMPLY WITH ENERGY W LOCATED AT CURVED WALL CABINETS. BRASS (DIMMABLE / 40°) REGULATIONS. RECESS MOUNTED WALL SCONCE WITH DELTA LIGHT: TOPIX 6 304 17 02 W + 74535 (FIXTURE) W2 INTEGRATED 3000K LED LOCATED AT FITTING WHITE N/A N/A WA N/A 3 W 120 V 6 207 02 04 (MUD KIT) + 74664 (MUD KIT) U.L. APPROVED. CEILING SURFACE MOUNTED DECORATIVE ROOM LOUNGE WALL. 6 300 63 12 00 EDI (3 FIXTURE REMOTE DRIVER) 74665 (DRIVER) "MONOPOINT LIGNT WITH ADJUSTABLE ELBOWS GREEN CREATIVE: U.L. APPROVED, PROVIDE DIMMABLE LAMP FOR TO ALLOW VARIOUS HEIGHTS WITH MEDIUM 13PAR3OSNDIM/930FL40 09308-I-1-00-0 D2A 1 I SCREW BASE PAR 30 HEAD WITH TILT AND BLACK; RAW 13 W 1 16 H 120 V PRG: RHA-513.D2A.MONO 74536 CALIFORNIA LOCATIONS TO COMPLY WITH ENERGY 0 E BRASS (58145) (75068) REGULATIONS. SURFACE MOUNTED SCONCE MOUNTED 0 0 IROTATION LOCATED AT STORY. ARM LENGTHS (DIMMABLE / 409 • VERTICALLY TO FITTING ROOM MIRROR FRAME AAMSCO: LED1005YM-24K AAM5G0: ALINED 1000M-BE t U = I6' + 16' + 16". W3 STRUCTURE. PROVIDED WITH ACRYLIC BLACK (DIMMABLE) `t2-0-0-00-0 II H 1 20 W 120 V 74536 U.L. APPROVED. DIMMING REQUIRED. i • • DIMMABLE LED LAMP. DIMMING REQUIRED. • (INTEGRAL DRIVER) LLI S 0:3Cn CO INTEGRATED TABLE LAMP COMPRISED OF POLE, , 1 I I I I ar D4 MEDIUM BASE SOCKET, AND SHADE, LOCATED GE: LEDIEDA21/827 (76036) N/A j 09259-I-0-01-0 15 W I 250 W � 120 V BY OTHERS N/A U.L. APPROVED. ; SALES FLOOR FULLY RECESSED GIMBAL SERIES -6 ; ,,- A7 WOMEN'S ROUND TABLE. (DIMMABLE) j EMERGENCY LIGHT WITH WHITE TRIM AND j NJ a XEM1 WHITE 8W BI-PIN N/A 10 W I 10 W 120 V • BEST: EMRL-I-10•114T-GIMBAL 75231 U.L. APPROVED. o SEALED LEAD ACID BATTERY. LITE I PROTOTYPE ONLY. I I I T o a INTEGRATED TABLE LAMP COMPRISED OF POLE, j � i • ' O o D6 MEDIUM BASE SOCKET AND SHADE. LOCATED N/A GE: LEDISDA2l/827 (76038) Og259-I-0'01-0 5 W I 250 W 120 V BY OTHERS N/A U.L. APPROVED. SALES FLOOR FULLY RECESSED GIMBAL SERIES U 6 0 I (DIMMABLE) EMERGENCY LIGNT WITH BLACK TRIM AND E N AT DENIM TABLES. XEM2CIO BLACK 8w BI-PIN N/A 10 N I 10 W 120 V BEST: EMRL-I-BLK-GIMBAL 73665 U.L. APPROVED. <r •• SEALED LEAD ACID BATTERY. LITECt • • I PROTOTYPE ONLY. ' o �' N �-NN INTEGRATED TABLE LAMP COMPRISED OF POLE, I • < O (L) cn D8 I MEDIUM BASE SOCKET, AND SHADE. LOCATED : N/A GE: LEDI5DA21/827 (76038) 09259-1-0-01-0 15 W I 250 W 120 V BY OTHERS N/A I U.L. APPROVED. NON-SALES SURFACE MOUNTED LED N U N ` AT CW FRAGRANCE FIXTURE. (DIMMABLE) I I EMERGENCY EXIT SIGN (SINGLE/DOUBLE FACE • `_� AND ARROW DIRECTION TO BE VERIFIED IN WHITE; RED X3CE N/A N/A N/A N/A 3.8 W 120 V BEST: EZXTEU-2-R-W-EM 73741 U.L. APPROVED. rid laill SURFACE MOUNTED ON ALUMINUM PANEL RGB FIELD) WITH RED LETTERS AND LETTERS COLOR MIXING LED LATTICE FOR BACK LIGHTING BITRO: LATRGB5OS24-600-50 MAINTENANCE FREE RECHARGEABLE NICKEL U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP CADMIUM BATTERY. GIA FITTING ROOM WALL PANEL PROVIDED WITH 24V I DRIVERS IN POWER ENCLOSURES. N/A WA N/A N/A N/A 7.9 IN/SP 120 V ASU-100-24U POWER SUPPLY + BT-SOM DIM 74526 DRAWINGS FOR SIZES, LAYOUT, AND MOUNTING / gyp/ DIMMING/COLOR CHANGING REQUIRED. LOCATED MODULE INSTALLATION. DIMMING/COLOR CHANGING REQUIRED. SALES FLOOR SURFACE MOUNTED LED Ce EMERGENCY EXIT SIGN WITH EDGE-LIT CLEAR 0 LU AT STANDARD FITTING ROOM. {SUPPLIED IN REMOTE POWER ENCLOSURE 130X) SINGLE FACE CLEAR PANEL (ARROW PANEL/RED DIRECTION TO BE VERIFIED IN FIELD, IF s ' X4CIM LETTERS; N/AWA WA N/A 3.5 W 120 V BEST: ELXTEU-I-R-C-H-EM 73667 U.L. APPROVED. SURFACE MOUNTED ON ALUMINUM PANEL RGB APPLICABLE), SURFACE MOUNTED BLACK 0 BITRO: LATRG950524-600-50 INTEGRATED POWER SUPPLY, MAINTENANCE COLOR MIXING LED LATTICE FOR BACK LIGHTINGHOUSING FITTING ROOM WALL PANEL PROVIDED WITH 24V U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP FREE RECHARGEABLE NICKEL CADMIUM GIB DRIVERS IN POWER ENCLOSURES. N/A N/A N/A N/A N/A 7.9 W/SF 120 V ASU-100-24U POWER SUPPLY + BT-SDM DIM 74528 DRAWINGS FOR SIZES, LAYOUT, AND MOUNTING / BATTERY, AND RED LETTERS. IIS: DIMMING/COLOR CHANGING REQUIRED. LOCATED MODULE INSTALLATION, DIMMING/COLOR CHANGING REQUIRED. i # AT ADA FITTING ROOM. (SUPPLIED IN REMOTE POWER ENCLOSURE BOX) 0 IL BITRO: (MODEL x T.B.D.) U.L. APPROVED. REFER TO LIGHT FIXTURE 514OP G4 EDGELIT LED LIGHTING PANEL. WHITE N/A N/A N/A N/A 3 IN/SF 120 V POWER SUPPLY - TBD TBD DRAWINGS FOR SIZES LAYOUT, AND MOUNTING / (SUPPLIED IN REMOTE POWER ENCLOSURE BOX) INSTALLATION. SURFACE MOUNTED 2700K LED TAPE IN • ALUMINUM CHANNEL WITH FROSTED LENS OPTIC ARTS: FLEXDC-40-27-24-44 U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP LIA LOCATED AT CABINET INTERIOR PERIMETER ANODIZED WA N/A WA WA 4.4 W/LF 120 V + GHS-5-1208CF (CHANNEL) 74992 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, SHROUD PROVIDED WITH 24V DRIVER WITH ALUMINUM ICi CORD 4 PLUG. LOCATED AT 49" HIDE MAIN (MLV REMOTE DRIVER+CORD/PLUG) CONFIGURATION, AND INSTALLATION. LLJ SALES AREA CABINETS. j is.J to SURFACE MOUNTED 2700K LED TAPE IN ALUMINUM OPTIC ARTS: FLEXDC-40-27-24-44 1-- ' 4 U • OC CHANNEL WITH FROSTED LENS LOCATED AT I U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP W Z CZ ANODIZED + CHS-5-1208CF (CHANNEL) LIS ' ' E CABINET INTERIOR PERIMETER SHROUD PROVIDED ALUMINUM j N/A N/A N/A N/A 4.4 W/LF 120 V 74993 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, CZ 0 (q WITH 24V DRIVER WITH CORD t PLUG. LOCATED CONFIGURATION, AND INSTALLATION. Ll A �} Ll (MLV REMOTE DRIVER+GORD/PLUG) Lu • AT 71' WIDE MAIN SALES AREA CABINETS. l3 ] _I W SURFACE MOUNTED 2700K LED TAPE IN • Ca' X U ZQ Q ALUMINUM CHANNEL WITH FROSTED LENS OPTIC ARTS: FLEXDC-40-27-24-44 _1 Lu LIC LOCATED AT CABINET INTERIOR PERIMETER ANODIZED N/A N/A N/A N/A 4.4 W/LF 120 V + CHS-5-1208GF (CHANNEL) 74994 DRAWNGSOFOR TAPEF, JUMPER JUMPER, ANDR QUANTITIES, D UJ W — Z SHROUD PROVIDED WITH 24V DRIVER WITH ALUMINUM CONFIGURATION, AND INSTALLATION. SYMBOL MFG. MODEL # LOCATION DESCRIPTION MFG. MODEL # DESRIPTION III) o H '1 o a • CORD t PLUG. LOCATED AT 93" WIDE MAIN • (MLV REMOTE DRIVER+CORD/PLUG) � i t SALES AREA CABINETS. - • LOW VOLTAGE, SNAP FIT MOUNTS PUSH p a J p SURFACE MOUNTED 2700K LED TAPE IN 1B EDWARDS 644-B SALES BUTTON. TYPICAL OF TYPICAL OF SALES: - - - a] H 6 J ALUMINUM CHANNEL WITH FROSTED LENS OPTIC ARTS: FLEXDC-40-27-24-44 U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP LID : , LOCATED AT CABINET INTERIOR PERIMETER ANODIZED N/A N/A N/A WA 4.4 W/LF 120 V + CHS-S-1208CF (CHANNEL) 749°5 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, BLACK PROTRUDING CENTER SHROUD PROVIDED WITH 24V DR EVER WITH ALUMINUM CONFIGURATION, AND INSTALLATION. CORD t PLUG. LOCATED AT 137" WIDE MAIN (MLV REMOTE DRIVER+CORD/PLUG) 1=1114EDWARDS 692-W NON-SALES LOW VOLTAGE, SNAP FIT MOUNT, PUSH BUTTON. - - - SALES AREA CABINETS. TYPICAL OF NON-SALES - WHITE RECESSED CENTER • • SURFACE MOUNTED 3000K LEU 1 AI't IN ALUMINUM CHANNEL WITH FROSTED LENS OPTIC ARTS: FLEXDC-40-30-24-44 U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP SALES $ NON ADJUSTABLE COMBINATION L2A LOCATED AT CABINET INTERIOR PERIMETER ANODIZED N/A N/A N/A WA 4.4 W/LF 120 V + CHS-S-12O8CF (CHANNEL) 749% DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, EDWARDS 730 - - - SHROUD PROVIDED WITH 24V DRIVER WITH ALUMINUM CONFIGURATION, AND INSTALLATION. NON-SALES BELL AND BUZZER WITI-I GROUNDED FRAME CORD t PLUG. LOCATED AT 49" WIDE DENIM (MLV REMOTE DRIVER+CORD/PLUG) CABINETS. SURFACE MOUNTED 3000K LED TAPE IN LOW VOLTAGE TRANSFORMERS THAT OFFER HIGH TRANSFORMER MOUNTING PLATE, COMPLETELY ALUMINUM CHANNEL WITH FROSTED LENS : I • OPTIC ARTS: FLEXDC-40-30-24-44 U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP SALES LOCATED AT CABINET INTERIOR PERIMETER ANODIZED + CHS-5-1208CE (CHANNEL) T EDWARDS 598 POWER FOR LONG WIRE RUNS OR FOR APPLICATIONS EDWARDS 593 ENCLOSED, IN A TWO GANG ELECTRICAL BOX, L25 SHROUD PROVIDED WITH 24V DRIVER WITH ALUMINUM WA N/A WA N/A 4.4 W/LF 120 V 74947 CCOONNFIGURATION,TANDr INSTALLATIION DRIVER QUANTITIES, NON-SALES REQUIRING GREATER POWER MINIMUM 2 1/4" (57MM) DEEP CORD 4 PLUG. LOCATED AT 71' WIDE DENIM I • (MLV REMOTE DRIVER+CORD/PLUG) • I CABINETS. ' SURFACE MOUNTED 3000K LED TAPE IN • • NDRY DYSON AIRBLADE V SPRAYED NICKEL HAND DRYER ALUMINUM CHANNEL WITH FROSTED LENS OPTIC ARTS: FLEXDG-40-30-24-44 U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP DYSON AIRBLADE V RESTROOM - - - L2G LOCATED AT CABINET INTERIOR PERIMETER ANODIZED N/A N/A N/A N/A ; 4.4 W/LF 120 V + CHS-S-1208GF (CHANNEL) 74g9S DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, 1 120V, 1400W SHROUD PROVIDED WITH 24V DRIVER WITH ALUMINUM I CONFIGURATION, AND INSTALLATION. I 1 CORD 4 PLUG. LOCATED AT 93' WIDE DENIM I (MLV REMOTE DRIVER+CORD/PLUG)CABINETS, 28t'TX25"WD X12.5" CABINET qO MINUTE SURFACE MOUNTED 3000K LED TAPE IN INV LVS CEPS-A- NON-SALES LVS- CENTRAL EMERGENCY POWER SYSTEM LVS - BATTERY BACK-UP WITH TEST SWITCH TO ALUMINUM CHANNEL WITH FROSTED LENS OPTIC ARTS: FLEXDC-40-30-24-441500W-120 I LOCATED AT CABINET INTERIOR PERIMETER ANODIZED + GH )S-5-1208CF (CHANNEL U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP 51MULATE UTILITY POWER LOSS L2D WA WA WA WA 4.4 W/LF 120 V 74999 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, SHROUD PROVIDED WITH 24V DRIVER WITH j ALUMINUM CONFIGURATION, AND INSTALLATION. EPC DEVICE ALLOWS NORMALLY ON GENERAL LIGHTING CORD 4 PLUG. LOCATED AT 137" DENIM i (MLV REMOTE DRIVER+CORD/PLUG) FIXTURES TO BE CONNECTED TO THE THE INVERTER CABINETS. I EPC LVS EPC-A-1 NON-SALES LVS- AUTOMATIC TRANSFER SWITCH LVS - • • FOR EMERGENCY LIGHT USE • SURFACE MOUNTED 2700K LED TAPE INOPTIC ARTS: FLEXDC-4O-27-24-44 + U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP LAB ALUMINUM CHANNEL WI T1-1 MILKY DIFFUSION LENS ANODIZED WA N/A N/A N/A 4.4 W/LF 120 V CHS-C-1616CM (CHANNEL) TBD DRAWINGS FOR TAPE JUMPER AND DRIVER QUANTITIES POWERED USB CHARGER FITS INTO 1-3/4" HOLE AND " PROVIDED WITH 24V DRIVER WITH CORD t ALUMINUM CONFIGURATION, AND INSTALLATION. USB PC575/USB FIT LOUNGE $ 2 DIA SURFACE MOUNT FACEPLATE WITH LOCKING p PLUG. LOCATED AT SMALL HABERDASHERY. (MLV REMOTE DRIVER+CORD/PLUG) MOCKETT INSERT CW/BW WITH AC/DC POWER SUPPLY WITH BARREL CONNECTOR. MOCKETT PC575 SCREW, COLOR WHITE. 4 LSI . • INSERTED INTO TABLE TOPS. NI-IITE FINISH. .. p LJ SURFACE MOUNTED 2700K LED TAPE IN OPTIC ARTS: FLEXDC-40-27-24-44 + U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP I– Ce Ce LSA ALUMINUM CHANNEL WITH MILKY DIFFUSION LENS ANODIZED N/A N/A N/A N/A 4.4 W/LF 120 V CHS-S-1208GM (CHANNEL) 75001 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, a PROVIDED WITH 24V DRIVER. LOCATED AT ALUMINUMA OSM ELECTRICAL DEVICE SCHEDULE MAIN CASHWRAP. (MLV REMOTE DRIVER+CORD/PLUG) CONFIGURATION, AND INSTALLATION. 0 in 4 a SURFACE MOUNTED 2700K LED TAPE LOCATED OPTIC ARTS: FLEXDC-40-27-24-44 U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP El.11 SCALE: NONE CO L6A UNDER PLATFORM PROVIDED WITH 24V DRIVER. N/A N/A N/A N/A N/A 4.4 W/LF 120 V 75003 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, i LOCATED AT MAIN STORY. (MLV REMOTE DRIVER-HARDWIRE) CONFIGURATION, AND INSTALLATION. LL SURFACE MOUNTED 2700K LED TAPE LOCATED OPTIC ARTS: FLEXDC-40-27-24-44 U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP CNA W_. L6B • UNDER PLATFORM PROVIDED WITH 24V DRIVER. : N/A N/A N/A N/A N/A . 4.4 W/LF • 120 V . 75004 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, SYMBOL MFG. MODEL # LOCATION DESCRIPTION MFG. MODEL # DESRIPTION I LOCATED AT DENIM STORY. (MLV REMOTE DRIVER-HARDWIRE) CONFIGURATION, AND INSTALLATION. 0) 20 AMP-125 VOLT @ RECEPTACLE , 20 AMP-125 VOLT FEED-T1- 1.-4. SMARTLOCK SURFACE MOUNTED 2700K LED TAPE IN OPTIC ARTS: FLEXDG-40-2724'44 + ALUMINUM CHANNEL WITH MILKY DIFFUSION LENS U•L, APPROVED. REFER TO LIGHT FIXTURE SHOP GFI PRO GFCI MONOCHROMATIC RECEPTACLE, PHASE 7 DESIGN NEMA 5-20R. - Y L9A PROVIDED WITH 24V DRIVER. LOCATED AT ANODIZED N/A N/A N/A N/A 4.4 W/LF 120 V GHS-5-19228-CM (CHANNEL) 75007 DRAWINGS FOR TAPE, JUMPER, AND DRIVERR QUANTITIES LEVITON 7894-RW NON-SALES WALLPLATE AND SCREWS INCLUDED, BACK AND SIDE WIRED LESS GROUNDING r - _ STANDARD FITTING ROOM FRAME UPPER ALUMINUM ' CONFIGURATION, AND INSTALLATION. DIMMING REQUIRED.I ' (� ' SECTION. DIMMING REQUIRED. (MLV REMOTE DRIVER-HARDWIRE) CLIP. U.N.O. GRAY IN SALES, WHITE IN NON-SALES . SURFACE MOUNTED 2700K LED TAPE IN • OPTIC ARTS: FLEXDC-40-27-24-44 + 20 AMP, 125 VOLT, NEMA 5-20R, 2P, 3W DECORA STYLE DUPLEX RECEPTACLE, I-GANG DUPLEX DEVICE RECEPTACLE WALLPLATE STANDARD 0 ALUMINUM CHANNEL WITH MILKY DIFFUSION LENS U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP eGNr ,ANODIZED CHS-S-19228-GM (CHANNEL) LEVITON TDR20-E SALES TAMPER RESISTANT SL9A ADA PROVIDED WITH 2AV DRIVER. LOCATED AT WA N/A N/A WA 4.4 W/LF 120 V 75685 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, , TRAIGHT BLADE, INDUSTRIAL GRADE, SELF GROUNDING, LEVITON 80703 SIZE, THERMOPLASTIC NYLON, DEVICE MOUNT, - WALL PLATE mADA FITTING ROOM FRAME UPPER SECTION. ALUMINUM CONFIGURATION, AND INSTALLATION. DIMMING REQUIRED. BACK $ SIDE S HOLE FEED-THRU WIRED STEEL STRAP, - U.N.O. BLACK IN SALES COLOR TO MATCH RECEPTACLE COLOR W DIMMING REQUIRED. (MLV REMOTE DRIVER-HARDWIRE) t . V Z SURFACE MOUNTED 2700K LED TAPE IN OPTIC ARTS: FLEXDG-AO-27-24-A4 + COMBINATION DUPLEX RECEPTACLE/OUTLET AND USB CHARGER. 20 AMP, 125 Q ALUMINUM CHANNEL WITH MILKY DIFFUSION LENS U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP I-GANG DECORA PLUS DEVICE DECORA WALLPLATE/FACE PLATE L9B PROVIDED WITH 24V DRIVER. LOCATED AT ANODIZED N/A N/A N/A N/A 4.4 W/LF 120 V CHS-S-19228-CM (CHANNEL) 7x,008 DRAWINGS FDR TAPE JUMPER, AND DRIVER QUANTITIES, �U5B T5832- FITTING ROOM VOLT, DECORA TAMPER RESISTANT RECEPTACLE/OUTLET, NEMA 5-20R, 3.6 AMPS, Q ALUMINUM CONFIGURATION, AND INSTALLATION. DIMMING REQUIRED. LEVITON BLACK NICHE 5VDC 2.0 TYPE A USB CHARGERS. GROUNDING, SIDE WIRED * BACK WIRED. LEVITON 60703 SCREWLE55, POLY CARBONATE SNAP-ON MOUNT, - WALL PLATE C4 o STANDARD FITTING ROOM FRAME LOWER (MLV REMOTE DRIVER-HARDWIRE) ! COLOR TO MATCI-1 RECEPTACLE COLOR. SECTION. DIMMING REQUIRED. BLACK SURFACE MOUNTED 2700K LED TAPE IN OPTIC ARTS: FLEXDC-40-27-24-4A + CO ALUMINUM CHANNEL WITH MILKY DIFFUSION LENS ANODIZED GHS-S-1922R-GM (CHANNEL) U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP 20 AMP, 125 VOLT, NEMA 5-20R, 2P, 3N, DECORA STYLE DUPLEX RECEPTACLE, X L9B ADA PROVIDED WITH 24V DRIVER. LOCATED AT N/A N/A N/A WA 4.4 w/LF 120 V 75666 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES, I-GANG DUPLEX DEVICE RECEPTACLE WALLPLATE STANDARD W >- ALUMINUM CONFIGURATION ANp INSTALLATION, DIMMING REQUIRED. TDR20- SALES $ TAMPER RESISTANT, STRAIGHT BLADE, INDUSTRIAL GRADE SELF GROUNDING, ' CC ADA FITTING ROOM FRAME LOWER SECTION. dibLEVITON ' LEVITON 60703 SIZE, THERMOPLASTIC DEVICE MOUNT, - WALL PLATE J Z DIMMING REQUIRED. (MLV REMOTE DRIVER-HARDWIRE) W/GY NON-SALES BACK $ SIDE 8 HOLE FEED-THRU WIRED, STEEL STRAP, - U.N.O. GRAY IN SALES, NYLON, n 0 WHITE IN NON-SALES COLOR TO MATCH RECEPTACLE COLOR Q LU CC SURFACE MOUNTED 2700K LED TAPE IN OPTIC ARTS: FLEXDC-40-27-24-30 + U.L. APPROVED. REFER TO LIGHT FIXTURE SHOP •• LI1 : , N/A N/A N/A N/A 3 W/LF 120 V 7S010 DRAWINGS FOR TAPE, JUMPER, AND DRIVER QUANTITIES ALUMINUM CHANNEL WITH MILKY DIFFUSION LENS ANODIZED CHs-5-1208CM (CHANNEL) W Q PROVIDED WITH 24V DRIVER. LOCATED AT ALUMINUM CONFIGURATION, AND INSTALLATION. ' SALES $ 20 AMP, 125 VOLT, NEMA 5-20R, 2P, 3W, DECORA STYLE DUPLEX RECEPTACLE, I-GANG DUPLE=X DEVICE RECEPTACLE WALLPLATE STANDARD FITTING ROOM NICHE SHELF. (MLV REMOTE DRIVER-HARDWIRE) (LNC TDR20- NON-DALES - TAMPER RESISTANT, STRAIGHT BLADE, INDUSTRIAL GRADE, SELF GROUNDING, ' oLi LEVITON W/GY CEILING BACK $ SIDE 8 HOLE FEED-TI-IRU WIRED, STEEL STRAP, - U.N.O. GRAY IN SALES, LEVITON 80703 SIZE, THERMOPLASTIC NYLON, DEVICE MOUNT, - WALL PLATE 0) PENDANT MOUNTED 18" DIAMETER X 21" TALL ' COLOR TO MATCH RECEPTACLE COLOR OA DECORATIVE LIGHT FIXTURE WITH MEDIUM BLACK GE LED5DST19-V-OT (33024) 09314-I-1-Odd 5 w bd W 120 V DELTA LIGHT: 6 286 70 28 B (BLACK METRONOME 74533 U.L. APPROVED. MOUNTED WHITE IN NON-SALES L- Vir SCREW BASE SOCKET. LOCATED AT FITTING. (DIMMABLE) H) = W Z (� Q ROOM PERSONAL SPACE AREA. 1-GANG DUPLEX DEVICE RECEPTACLE WALLPLATE, STANDARD Z (.) CC 0 (V IG SALES ISOLATED GROUND, INDUSTRIAL GRADE DUPLEX 2Q AMP, 125 VOLT, - U.N.O, 1 dib HUBBELL IG5362 NON-SALES GRAY IN SALES NI-IITE IN MON-SALES LEVITON 80703 SIZE, THERMOPLASTIC NYLON, DEVICE MOUNT, - WALL PLATE I— I_ < I- 4,..... N FULLY RECESSED NOMINAL 4 I/2" SQUARE WITH ANTIQUE INTENSE: MXTG2-STRA306ABL230912 (TRIM) 74256 (TRIM) ' COLOR TO MATCH RECEPTACLE COLOR = L D V n 2' OPENING ADJUSTABLE PINHOLE ACCENT BRONZE (HOUSING) U.L. APPROVED. z Z ct RIA ❑ N/A N/A 20 W 1 20 W 120 V 74504 LIGHT WITH 12°BEAMSPREAD AND INTEGRATED TRIM; BLACK INTENSE: MXG2ASTR-NCEC2-L2DELV (HOUSING) 74663 (HANGERS) TWO - 20 AMP 125 VOLT, NEMA 5-20R, 2P, 3W DECORA STYLE DUPLEX o� 3000K LED. INTERIOR +1100 (HANGERS) ` ' 2-GANG, 2-DUPLEX, RECEPTACLE WALLPLATE, STANDARD SIZE, {I) _ TDR20- SALES 4 RECEPTACLE, TAMPER RESISTANT, STRAIGHT BLADE, INDUSTRIAL GRADE, SELF f J t– LEVITONLEVITON 80716 THERMOPLASTIC NYLON, DEVICE MOUNT. PLATE COLOR TO W o ' ■, W/GY NON-SALES GROUNDING, BACK SIDE 8 HOLE FEED-TI-IRU WIRED STEEL STRAP, - U.N.O. — Z FULLY RECESSED NOMINAL 4 1/2" SQUARE WITH ANTIQUE INTENSE: MXfG2-STRA306ABL030936 (TRIM) ' MATCH RECEPTACLE COLOR J Q • 74661 (TRIM) GRAY IN SALES, WI-IITE IN NON-SALES m g 2' OPENING ADJUSTABLE PINHOLE ACCENT BRONZE ¢ O b RIC ® LIGHT WITH 36°BEAMSPREAD AND INTEGRATED TRIM; BLOCK N/A I N/A 10 W 1 IOW 120 V INTENSE: MXG2ASTR-NCEC2-LODELV (HOUSING) 74660 (HOUSING) U.L. APPROVED. LL ❑ 12I 0 I I74663 (HANGERS) ' r W 0 3000K LED. INTERIOR +1100 (HANGERS) RECESSED FLOOR BOX, STANDARD RECEPTACLE, DUPLEX FLUSH FLAP 0 O C� Z ,_ I STANDARD GRAY RECEPTACLE, DUPLEX FLUSH FLAP ALUMINUM �y. m FULLY RECESSED NOMINAL 4 1/2" DIAMETER ANTIQUE INTENSE: MXTG2-RTRD300AB-SFL03o936 (TRIM) 74511 (TRIM) 0R HUBBELL BA2529 SALES (SA3925),CARPET FLANGE (SA3162) . EQUIPPED WITH PRE-WIRE BISCUIT - - COVER (SA3925). CARPET FLANGE ALUMINUM (SA3182) I- V z U < ZZ m R4B ® ROUND DO/ALIGHT WITH 36°BEAMSPREAD AND N/A N/A 10 W 1 10 W 120 V 74289 (HOUSING) U.L. APPROVED. DIMMING REQUIRED. RECEPTACLE o INTEGRATED 3000K LED. DIMMING REQUIRED. BRONZE INTENSE: MXG2ARTR-NCLODELV (HOUSING) 74663 (HANGERS) U 15 (n M w n +1100 (HANGERS) LU W h cc J RECESSED 4 I/2 ROUND 75662 (TRIM) 20 AMP, 125 VOLT, NEMA 5-20R, 2P, 3W, DECORA STYLE DUPLEX RECEPTACLE, - - - --I Q 0 4 D R5F 0 FULLYTNOMINAL DOWNLIGHT WITH 36° WHITE N/A N/A 26 w I 26 W 120 V INTENSE: MXTG2 RTRA300W-SFL330936 (TRIM) 74266 (HOUSING) S LEVITON TDR20- SALES TAMPER RESISTANT STRAIGHT BLADE, INDUSTRIAL GRADE, SELF GROUNDING, —"� m INTENSE: MXG2ARTR-NCL.3DELV (HOUSING) U.L. APPROVED. 0 W/GY BACK 4 SIDE 8 HOLE FEEDTHRU WIRED STEEL STRAP W Q 0) a a BEAMSPREAD AND INTEGRATED 3000K LED. +1100 (HANGERS) 74663 (HANGERS) + �r SALES - 20 AMP, 125 VOLT' NEMA L5-208' 2P' 3W' FLUSH MTG LOCKING RECEPTACLE' 1-GANG 1.60 INCH DIA, DEVICE RECEPTACLE WALLPLATE, D SURFACE MOUNTED NOMINAL 12" LINEAR WALL ECOSENSE TROVE: L50-I-12-06-30-80-MULT-9X29 75663 (FIXTURE) ® LEVITON 2310-8 CEILINGLEVITON 60720-E STANDARD SIZE, THERMOPLASTIC NYLON, DEVICE MOUNT, - PROP SIA-I GRAZER WITH INTEGRATED 3000K LED. N/A N/A N/A N/A N/A 6 W/LF 120 V 74 8033 (LEAD U.L.UAPPROVED. MOUNTED INDUSTRIAL GRADE, GROUNDING, BISCUIT 0 WALL PLATE COLOR TO MATCH RECEPTACLE COLOR Q,� eS 6- LOCATED AT STICKS HALL. (INTEGRAL DRIVER) CABLE)rrr �,�� G 1 N - SAO E I-GANG 1.60 INCH DIA. DEVICE RECEPTACLE WALLPLATE✓ cc, E SURFACE MOUNTED NOMINAL 48" LINEAR WALL EG05ENSE TROVE: L50--48-06-30-80-MOLT-9X29 75664 (FIXTURE) 30 AMP, 250 VOLT 3-PHASE, NEMA L15-30R, 3P, 4W, FLUSH MTG LOCKING ' 81SSPE SIA-4 GRAZER WITH INTEGRATED 3000K LED. N/A WA WA N/A WA 6 W/LF 120 V 74803 (LEAD U.L. APPROVED. ► LEVITON 2720-8 NON-SALES RECEPTACLE,3E, INDUSTRIAL GRADE, GROUNDING, BISCUIT LEVITON 80720-E STANDARD SIZE, THERMOPLASTIC NYLON, DEVICE MOUNT, • - • • LOCATED AT STICKS WALL. (INTEGRAL DRIVER) CABLE) WALL PLATE COLOR TO MATCH RECEPTACLE COLOR 3 b ,4 la4f/ RE SURFACE MOUNTED NOMINAL 12" LINEAR COVE I I ECOSENSE TROVE: L35-I-12-04-30-80-MULT-120 74524 (FIXTURE) ' 20 AMP, 120-277 VAG SINGLE POLE, TOGGLE, BACK $ SIDE WIRED SWITCH - I-GANG TOGGLE SWITCH PLATE, NIGH IMPACT NYLON, - WALL �, °9 � .' ry LIGHT WITH INTEGRATED 3000K LED, 120° j + LENS-L35-FROST-12 74872 (LENS) $ HUBBELL C51221 NON-SALES ' ' I-IUBBELL P1W �'` 2''"� .- S2A-1 DISTRIBUTION AND FROSTED LENS. LOCATED N/A N/A N/A N/A N/A 4 W/LF 120 V 74803 (LEAD U.L. APPROVED. WHITE PLATE COLOR TO MATCI-I OCCUPANCY SENSOR COLOR vR T -1. G' { AT MAIN SALES AREA CURVED WALL CABINETS. � (INTEGRAL DRIVER) CABLE) `/ PIT / C PC TORK 2101 OUTSIDE 120 VOLT, WEATHER-PROOF, 1/2" CONDUIT MOUNTED, PHOTOCELL - - - m SURFACE MOUNTED NOMINAL 48" LINEAR COVE I : ECOSENSE TROVE: L35-I-48-04-30-80-MULT-120 74523 (FIXTURE) 52A-4 LIGHT WITH INTEGRATED 3000K LED, 120° N/A N/A N/A N/A N/A 4 W/LF 120 V + LENS-L35-FROST-48 74873 (LENS) U.L. APPROVED. DISTRIBUTION AND FROSTED LENS. LOCATED ! 74603 (LEAD MAESTRO OCCUPANCY/VACANCY SENSOR DUAL-CIRCUIT SWITCH, NO NEUTRAL, 1-GANG LUTRON WALLPLATE WITH WALLPLATE ADAPTOR, 11972 AT MAIN SALES AREA CURVED WALL CABINETS. (INTEGRAL DRIVER) CABLE) 05 LUTRON M5-A202 NON-SALES SINGLE-POLE, WHITE LUTRON CN-I STANDARD SIZE. WALL PLATE COLOR TO MATCH RECEPTACLE v7 b U . ¢ mazm • . 3 �w� COLOR Q�,,� • a 3 O u 1 v ar (j 6-6`m A OSM LIGHT FIXTURE SCHEDULE B GC ELECTRICAL DEVICE SCHEDULE im „ , xxao 1.1 E1.10 SCALE: NONE El.11 SCALE: NONE Plot Date: 1/25/2019 ZONE C - NON-SALES LIGHTING CONTACTOR 1x8 POLE 30 AMP NORMALLY CLOSED ZONE Bib - SALES ELECTRIC LOAD SUMMARY Panel Wiring Schedule (S-Phase) CONTACTOR (NC) STOCKING LIGHTS I - 480Y/277V SYSTEM Pcnelboa-d "A" Voltage 208Y/120 Phase 3 Options/Notes LIGHTING CONTACTOR ZONE A ZONE C ZONE 52 N.E.C. NEC N.E.C. N.E.C. Panel Type _ NO OCPD 300A M.G.H. Wire 4 r l 1 2x8 POLE 30 AMP DESCRIPTION CONNECTED DEMAND DEMAND DEMAND NEMA Type I Mounting SURFACE Buss 400A AIC Rating 10,000 TO A-2 -+--t14� �- ZONE �fC�� NORMALLY CLOSED WA NOTES FACTOR kVA NON-SLS LTS - - Ckt. 'Brkr. Brkr. ' N.E.C. ' N.E.C. Brkr. Brkr. Oct. CONTACTOR (NG) LIGHTING (CONTINUOUS) - - 18.445 [1] 1.25 - 23.054 No. Zone Load Description Size Opts. kVA Phase kVA Opts. . Size Load Description Zone No. 6144:16..) SPACE -+-- �--t- ZONE "C" I SPACE TRACK LIGHT DEMAND ALLOWANCE - C2] - 1 p 1 * p ** *4 p * p - 'I " r I SNOW WINDOW DEMAND ALLOWANCE - [3] - 2.200 -SPACE - ---tet- fi- ZONE C I 1 1 ,SPARE 20/1 0.000 A 0.264 20/1 NON-5L5 LT5 C 2 SPAC IM 20/1 0.150 0.000 20/1 RE - ZONE SPACE - - I SPACEBlb" ZONE Bla ZONE Bllc RECEPTACLESE 5.220 [5] - 5.220 5 DA S1 RM LTS X10) ' 20/1 0.480 C 0.080 20/I FARM LT5 DIM 1 4 -t t-- _ _ SPACE - --tom---r ZONE "C" I I - - - - 6 SPACE TO A-30- --_.v:_._- -.r- ZONE "81 b" MOTORS 0.000 C6] - 0.000 _ 7 SL5 EM LT5 20/I LO 0.000 A 0.000 20/1 SPARE 5 SPACE - -t/��--- ZONE 'C" SLS LTS -- FIXED ELECTRIC SPACE HEATING 0.000 [7] - 0.000 °I Bib SLS LTS 20/1 0.458 B 0.144 20/I 'SLS LTS C 82 10 j rt- r 1 r- I 1 I _ - - ABERCROMBIE & FITCH CO. SPACE TO B-34 - -+�1 - - ZONE "Bib" AIR CONDITIONING SYSTEM 27.666 C4 3 ,1 73 30.629 11 FIT RM RGBW 20/1 0.300 C 0.450 20/1 FIT R�1_LTS (114) DIM 12 SPACE - I -t -- I ZONE "C" T- I T SLS LTS ELECTRIC WATER NEATER 1.650 - 1.25 2.063 13 BIa�S T RM RGBN 20/1 0.450 A 0.000 20/i SPARE 14 6301 FITCH PATH ,r IS L5 LTS 20/1 0.060 B 0.000 20/1 I SPARE 16 I NEW ALBANY, OHIO 43054 - Y I SPACE TO A-21-I--t-t-- f- CL-3 MISCELLANEOUS - - q.gg2 - 1.0 �.aa2 I 17 DIM FIT RM LTS (109) 20/1 0.300 C 1.500 zo/I 5L5 LT5 Bla - 18 614-283-6500 SPACE -1---*-14-0----r- ZONE SPACE"C" I TO B-44-1---}Xt- -1- ZONE "Bib" LIGHTING CONTROL BOX DIAGRAM TOTAL 62.971 TOTAL 73.158 19 DIM 1 PIT RM LTS (108) 20/I 0.300 A 0.450 20/I FIT RM LT5 (113 DIM 20 SPACE - I I SLS LTS r 2I Blb SLS LTS 20/1 0.600 B 0.000 20/1 SPARE 22 1 N_-r_g. N.E.C. DEM. KVA X 1000 = MINIMUM FEEDER AMPERAGE - - 0.480 C 0.150 20/1 DIM 24 --� �-- ZONE "c•. �- I t SPACE TO A-2�1--}� .---1-- ZONE "Blb" F!T RM LT5 111 /-� I I I SLS LTS SYS. vaLTAGE x 1.732 23 Blb 5L5 LT5 2on FIT RM LTS (112) _ DIM 26 Ir C �-♦ I25 B2 SLS LTS 20/I 0.260 A 0.150 eon I SPACE 1- -t! t--1- ° ' 27 B2 SLS LTS 20/I 0.832 B 0.000 SPACE 28 ZONE "Bib' 73.158 X 1000 = 203.1 AMPS 1 --/ - I 29 Bib SLS LT5 20/1 0.192 C 1.260 eon SLS LTS BIb 30 ZONE A - STOREFRONT I - Irt- I I SPACE 208 X 1.732 ' 31 B2 SL5 LT5 20/1 -0.600 A 0.244 20/1 SLS LT5 132--- SPACE -1---.11/-•--- -- ZONE "Sib" LIGHTING CONTACTOR 1 - - - 33 SPARE 20/1 0.000 B 0.168 eon SLS LTS 34 1x8 POLE 30 AMP i I SPACE LOAD SUMMARY NOTES: 35 Bib SLS LT5 20/I 0.832 C 0.000 rt _ ISPACE - - - 36 o E NORMALLY CLOSED [1] POWER FACTOR IS ALREADY INCLUDED IN LIGHTING LOAD. : 37 A SF SIGNS 20/1 1.200 A 0.000 SPACE 138 .0 o CONTACTOR (NC) 1-----I -♦- S,b -i -, [2] ADDITIONAL CAPACITY NOT REQUIRED DUE TO USE OF CURRENT LIMITING DEVICES 39 SPARE 20/1 0.000 B 0.200 20/1 DP-1 40 0 [3] 200VA/LF - ACTUAL CONNECTED LOAD 41 SPACE 0.000 C 0.000 SPACE 1 42 LLI .5- r 1 L J [4] KIT APPLIANCE DEMAND FACTOR PER NEC 220-56 43 SPACE - 0.000 A 0.000 SPACE - - - i 44 I-� W I I [5] 0.0 < 10K104 = 100x, REMAINING - sox 45 SPACE 0.000 B 0.000 SPACE 46 0 a x [6] 125% OF THE LARGEST MOTOR OR COMPRESSOR IN SYSTEM APPLIED ON ONE UNIT. 47 SPACE 0.000 C 0.000 (SPACE I 48 2 c TO A-5 - ---���--�- CL-I - -. - I I I L N t7] USE GREATER VALUE OF THESE TWO CATEGORIES - 49 SPACE - - 0.000 A 0.000 SPACE - 50 >.p D TO A-37- -t -- L 51 :SPACE 0,000 6 0.000 _ SPACE 52 E 0 - - ZONE "A" 153 SPACE 0.000 C 0.000 r j SPACE 54 It co I I SF SIGN - - 55 1.897 . A 3.951 56 - co N TO A-39-i---•-1/1-•----I-I ZONE LTS Fr 1.897 B 3.951 NACR 50/3 VAV-2 58 �, T - AQ > ' SPACE - - r.---- "A" ZONE BZ - SALES L ELECTRIC LOAD SUMMARY 57 VAv-' 35/3 HAGR - ,/; f- ZONE - GENERAL LIGHTS E1.20 SCALE; NONE - 61 1.477 A 17 C 3.897 - - -.951 62 N N SPACE ZONE Bla SALES 63 VAV-3 25/3 NACR 1.477 5 1.897 I NACR 1 35/3 I VAV-4 64 . LU LI GNT I NG. CONTACTOR SPACE --I--- -tet---I-- ZONE "A" SPECIALTY LIGHTS 65 1.477 C 1.897 66 r ISPACE 1x8 POLE 30 AMP - -- - 0 LIGHTING GNT I NG CONTACTOR 67 6.989 A 0.000 68 0. ix I NORMALLY CLOSED SPACE -1--- r�{--f- ZONE "A" 1x8 POLE 30 AMP 69 PANEL 8 100/3 8.672 B 0.000 20/1 ENERGY METER 70 I CONTACTOR (NC) I I SPACE NORMALLY CLOSED 71 7.090 C 0.000 72 SPACE -4---.1/1-.--.1/1-.- + r � -- - ZONE "A" CONTACTOR (NC) r 1 co I I SPACE I I I ZONE "Blb" I I "52" Notes Breaker Options: SPACE -- r _+ __l u " TO 13-5 -t,/�t-- FIT RM TO A-27 -I--�X __1_ ZONE * All circuit breakers to be 20-Amp, 1-Pole unless otherwise noted. AS Powerlink AS Breaker s -4-- -1-- ZONE "A" TO A-32-7- r- ZONE Bla 1 _ NICHE I 1 I SL5 LTS ** AU Phases to be balanced to within 10% using Actual Load Totals. LO Handle lock-on device X is SPACE SLS LTS I I I I ZONE "B2" N.E.G. Connected Totals: Ph.A 20.129 WA ST Shunt Trip I r /AM- A M� I TO A-15 -7--tX --T- ZONE "Bla" TO A-23- ---.-fr.- r- CL-2 TO A-10-i--�- {--i- SL5 LTS Type N.E.G. Connected Totals: Ph.B 20.506 WA AUX Auxiliary Contacts I 1 SLS LTS 1 I _ N.E.C. Connected Totals: Ph.0 22.336 kVA PA Handle Padlock Attachment 1 4/ I I �- .}--!- ZONE "Bla" TO B-33- _t/�-- ZONE "BI b" TO A-31 - --�-/-*--- - CL-4 L-i_---T-J TO B-10 - -- 1 ( r ' SLS LTS I Total 62.971 kVA GFGI Ground Fault Circuit Interrupter SLS LTS I _ I _ I _ ZONE "Blb" I 1 I " E Existing Circuit to remain 1NACR Heating, A/C $ Refrigeration 1--t +--1- ZONE "Bla" TO B-35__t TO A-25- --t�{--L- ZONE 82 amps TO A-18 - I Y I t SLS LTS I IG Isolated Ground Circuit Connected Load: 114.8 p SF Subfeed I SLS LTS I I " " I I SLS LT5 NEC Demand Feeder Load: 203.1 amps AFC Arc Fault Circuit Interrupter Al TO A-34-1---.IL.---1- ZONE "Blau TO A-33 SZI-SELTSb SPACE 1 1-- ZONE "52" 0 j SPACE I I I SPACE I SPACE -1---j/r;--1- ZONE "131a" TO A-9 -1---}14..---t- ZONE "Bib" SPACE -1--tX ---1- ZONE "B2" > 4 '6 I SPACE I I 1 SLS LTS I I I SPACE zai SPACE -1--}�-0---1- ZONE "Bla" TO 13-37- tX -- ZONE "Bib" 1-- I/f 1_ Panel Wiring Schedule (3-Phase) w Q I �-- 1 t- SPACE - ��' �-- ZONE "32" p � Ov [u L , 1 SPACE I 1 1 SLS LTS I I I SPACE Panelbacrd "B" Voltage 206Y/120 Phase 3 Options/Notes V, > CI SPACE -d---.11/(--•----- ZONE "BIa" SPACE -�,/1�- ZONE "Bib' f -/r - ZONE "B2" Panel Type NQ OCPD 10A M.L.O. Wire 4 z - t- 41- O - ISPACE TO B-4 / AIG Rti - ~ [X uNEMA Type I Mountie SURFACE Buss 125A +19 10000 D U5PACE I I I CCW LTG _ _t La z z awc CI 5 _ w w - r 6. 10 ♦ '-- ----I-♦, Bib I -�- J I t B2 I Ckt - Brkr.I Brkr. I N.E.C. I N.E.C. I Brkr.!Brkr. - - I Ckt ria 0 1- 0121 a I I I I i No. Zone Load Description Size Opts, kVA 'Phase' kVA Opts. Size Load Description Zone No. 1 1 1 1 - -4_J C U R R E\T LMT \ G PANEL I C L ' 1 CONV REG 20/1 0.540 A I 0.720 20/1 MGR DESK REC 2 m ALC ENERGY MANAGEMENT 3 SPARE 20/1 0.000 5 1.400 20/1 HAND DRYER 4 SYSTEM PANEL (EMSP) CURRENT MAXIMUM AMP AT WATTAGE MAX NO. ' 5 Blb CONY REC 20/1 j 1.080 C 0.150 j 20/1 IE.M.S. PNL 6 CIRCUIT 20 AMP PANEL LIMITING ALLOWED 80% OF AT 80% OF OF TRACK 7 MICROWAVE 20n 1.500 A 0.000 20n SPARE 8 NO. CIRCUIT NUMBER BREAKER SIZE LIGHTING BREAKER BREAKER HEADS L LOAD(W) 9 DRINKING FTN - 20/1 0.500 B 1.000 20/1 CABINET LTG Bla 10 T•- 11 REFRIGERATOR 120/1 1.500 C 0.000 20/1 SPARE 12 ' r00i��1] CL-1 A-5 4 480 3.2 384 26 13 NON-SALES REC 20/1 0.180 A 0.000 20/1 SPARE 14 T '�' CL-2 A-23 .4 460 3.2 384 26 15 WATER HEATER - 20/1 1.650 B 0.250 20/1 _PG MONITOR REG MGR 16 ��`I�`� J LJ _ 120/1 SPARE 18 ., 17 PROCESSING DESK 20/1 0.720 C 0.000 ``� 0] J'i`L j'N_ Y.II -'x .1 CL-3 A-21 5 600 4.0 480 33 19 SPARE 20/1 0.000 A 0.350 - 20/I GW #1 - POS 1 _ 20 •�• 1�L J�LJ CL-4 A-31 5 600 4.0 450 33 21 VAV LIT£/RECPT 20/1 j 0,720 8 0.350 20/1 CW #1 - PO5 2 22 Lra:0: J I I I 1 23 TECH RACK 20/1 LO 1.500 C 0.400 20/1 EAS SYSTEM 24 I 1 I 1 J� Jl. CL-5 SPARE 4 480 3.2 364 26 25 SPARE 2on 0.000 A L 0.180 20/1 SCK WRP VIDEO WALL _ 26 J'�L JTL JAL 1 L. J L J l 27 TEF-1 20/1 10.062 5 0.180 -2o/I BCK WRP VIDEO WALL 28 :4.TT�; 11 CL-6 SPARE 4 480 3.2 354 26 29 SPARE 20/1 0.000 ' C 0.180 20/1 BCK WRP VIDEO WALL 30 0] , 31 SPARE 20/1 , - 0.000 A 0,180 - 20/1 'ENTRY VIDEO DEO MNTR 32 , CL-7 SPARE .4 480 3.2 384 26 mom 33 Blb CABINET LTG 20/1 I . 1.0% B , 0.634 ' I 20/1 (CABINET LTG Blb 34 ' CL-8 SPARE 4 450 3.2 354 26 35 Bib CABINET LTG 20/1 1.020 C 0.180 20/1 FITTING ROOM SCREEN 36 1 R R UNUSED` 20 37 ' 51b ICABINET LTG 20/1 0.493 A 0.180 20/IIFITTING ROOM SCREEN . 38 ; • CL-G SPARE 4 480 3.2 384 26 39 _ CLEARNC_ RM SCREEN 20/1 I_ _0.180 B _0.150 120/1 DCF-1 _ _ 40 • is • 41 5PACE 0.000 C 0.360 20/1 SLS REG 42 GL-10 SPARE 5 600 4.0 450 33 CD BO-6 17 • 43- !SAFE 20/1 I 0.600 A 0.986 20/1 �CABINET LTG 51b ; 44 WI }6 • GL-11 SPARE 5 600 4.0 480 33 45 SPACE 0.000 B 0.540 20/1 CONCEIRGE GW LTG 52 46 0 • 15 • _ J L -0 L 47 SPACE 0.000 - C 0.000 SPACE 48 < w BO-5 14 • CL-12 SPARE 5 600 4.0 450 33 I - - - .. 49 SPACE 1 0.000 A 1.080 2on 1CONCEIRGE CW PWR 50 w 0 tx TOTAL 51 6360 42.4 5068 347 51 SPACE 0.000 B 0.000 SPACE 52 i- ct ct 13 • eh. T 53_ _SPACE - - 0.000 C 0.000-- _ I SPACE _ - 54 p I- I- • 12 • J L a I L L J 55 SPACE _ _ - 0.000 A • 0.000 - 'SPACE _ 56 N Cn CI < a 130-4A 11 • i NOTES: 57� SPACE 0.000 B 0.000 SPACE - 58 Co 10 • I 1. OWNER SHALL PROVIDE AND GC SHALL INSTALL SILVER BULLET CURRENT 59 I (SPACE 0.000 ! C 0.000 - 1SPACE 60 • • _ JTL ,J. LIMITING PANEL, BREAKERS, AND ALL NECESSARY COMPONENTS FOR A 61 _ SPACE 0.000 A 0.000 _ SPACE - 62 w COMPLETE INSTALLATION. INSTALL ADJACENT TO LIGHTING PANEL BOARDS. 63 SPACE 0.000 B 0.000 SPACE 64 u_ 50-3 8 • I 65 , _ SPACE _ 0.000 c !0.000 . SPACE _ _ 66 N A 7 • I 2. LC$D SILVER BULLET #T24M-1077UL. COORDINATE CURRENT LIMITER 67 SPACE 0.000 A 0.000 SPACE 68 N. NOTES: - - 120 VOLT AC. GC TO PROVIDE (2) #12 (I) #12 GRD.. GC TO BREAKER SIZES WITH SIZES LISTED ABOVE. SPACE 70 0) • 6 • ----- J69 SPACE - - I 0.000 1 B 1_ _1 -- - - - . - . PULL CABLE IN TO EMS PANEL. PANEL MODIFICATIONS AND 30-2 5 • CABLE FED IN TO PANEL ARE TO BE PER SPECIFICATIONS 3. ROUTE CIRCUITS THROUGH LIGHTING CONTACTORS PRIOR TO LANDING 71 SPACE0.000 G 0.000 SPACE 72 4 • ON CURRENT LIMITING BREAKERS AND THEN CONTINUING TO LIGHTING LOADS. Notes Breaker Options: _ • __ _ NOTE: * All circuit breakers to be 20-Am oweriinBreaker 1-Pole unless otherwise noted. AS Pk AS I 0 3 • - ALL LIGHTING CONTACTORS TO BE GE 4. PROVIDE CLASS D BREAKERS. ** All Phases to be balanced to within 109 using Actual Load Totals. LO Handle lock-on device m 130-12 • CR463L20AJA BASE WITH CR46OXP32 CONTACTORS. 1 • PROVIDE AMOUNT AS PER DIAGRAM ABOVE N.E.C. Connected Totals: Ph.A 6.989 kVA ST Shunt Trip Type 0 • N.E.C. Connected Totals: Ph.B 8.672 kVA AUX Auxiliary Contacts a_ N.E.C. Connected Totals: Ph.0 7.090 kVA PA Handle Padlock Attachment LU Total 22.751 kVA GFGI Ground Fault Circuit Interrupter O Z E Existing Circuit to remain HACR Heating, A/C $ Refrigeration CI) Q Q T LIGHTING CONTACTOR SCHEMATIC M SILVER BULLET SCHEDULE IG Isolated Ground Circuit Connected Load: 63.2 amps SF Subfeed W a Ct NEC Demand Feeder Load: 10.3 amps AFCArc Fault Circuit Interrupter J 0 E1.20 SCALE: NONE E1.20 SCALE: NONE - - - - - - 0 W ❑ x PANEL. "A" SMALL BE INSTALLED AT CC Z SAME LOCATION AS EXISTING "MDP" _ I- VAC ELECTRICAL CON N ECT__ I O\_ S_ C�I_E DU L E (REMOVED UNDER DEMO), EXTEND AND RECONNECT EXISTING FEEDERS. GN1 GK METER MATERIALS CLG LEASFLINE I MOCP GROUNDED AND UNGROUNDED, CONNECTION ID Q RUN (.4) #14 TI-II-IN, (1) #14 GROUND IN 3/4" CONDUIT DEVICE MFG mom# ry UNIT VOLTAGE FLA MCA 1 CONDUIT I SWITCH DISCONNECT AT UNIT CIRCUIT n rx EXISTING (4) #350 $ A/POLE I CONDUCTORS NOTES CC (3) #22 TWISTED PAIR IN 3/4" CONDUIT. 1 #4 GND IN ENERGY CHECK DETER MEASURLOGIC DTS 511X-34-EB-N-N -. - - (� w EXISTING 4" CONDUIT. CURRENT SENSORS MEA5URLOGIC MLG-WGT-1700-300 VAV-I 20$V, 3 ZAA:EE 15.8A 19.7A20/3 (3) #12 (1) #12 GND3/q 30A/3P NON-FUSED A-55,57,59QCO_ _ VAV-2 208V, 3 32.9 A 41.1 A 45/3 (3) #8 (1) #10 GND 1 3/4" 60A/3P NON-FUSED A-56,58,60 O w VAV-3 208V, 3 PHASE 12.3 A 15.4 A 20/3 (3) #12 (1) #12 GND 3/4" 30A/3P NON-FUSED A-61,63,65 CO Z (+7 Q I VAV-4 208V, 3 PHASE I 15.8 A 19.7 A I 20/3 (3) #12 $ (1) #12 GND 3/4" 30A/3P NON-FUSED A-62,64,66 J N EXISTING Z c < 1- Cb Z ~ 3/4" FIRE RATED PLYWOOD - f 400 AMP NOTE: Q LL D Z N' CD BACKBOARD BEHIND ENTIRE I SWITCH WITH LENGTH/HEIGTH OF 300 AMP POWER RISER DIAGRAM NOTES VERIFY EXACT OVER CURRENT PROTECTION/DISCONNECT REQUIREMENTS (PER N.E.G. #440) WITH EQUIPMENT MANUFACTURER NAMEPLATE DATA UPON RECEIPT AT JOB SITE. (_ EC o ELECTRICAL EQUIPMENT. DCP-I DP-1 FUSES. CONTACT ENGINEER WITH ANY DISCREPANCIES. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL ELECTRICAL POWER CONNECTIONS. J cow Z Q Q BOTTOM OFBOARD AT A. HVAC CIRCUIT BREAKERS SHALL BE "NACR" Q i- 0 FINISHED FLOOR. �� �� TYPE WHERE REQUIRED BY EQUIPMENT (] O Z 4 PANEL'S' PANEL"A" NAMEPLATE PER N.E.G. Z 0 120/208V., 30, 4W 120/208V., 30, 4W 8. TENANT'S GENERAL CONTRACTOR SHALL FIELD Z VERIFY EXACT A.I.C. RATING OF LANDLORD'S I- C.) _ CO -I (ODA MLO 300A MCI3 DISTRIBUTION EQUIPMENT. V (n J LIGHTING CEMS ON EXISTING b CONTROL CONTROL LANDLORD C. GENERAL CONTRACTOR SHALL BALANCE ALL W W Q rt Q ES BOX PANEL 120/208V, 30, PANELS AND ELECTRICAL EQUIPMENT TO 10% J CO__, 2 4W SERVICE LC! U SWITGHB0ARD REGARDLESS OF CIRCUITING N INDICATED. /C, A/C W 0_I D. PROPER CLEARANCE MUST BE MAINTAINED 3 NEW ) TO LIGHT ABOUT ELECTRICAL EQUIPMENT PER N.E.C. n SILVER FIXTURES FIELD VERIFY EXACT MOUNTING SPACE 6 BULLET .---.._"_.._... AVAILABLE IN ELECTRICAL ROOM PRIOR TO �Q.�� pRO, Ssf PANEL "CL" INSTALLATION OF ELECTRICAL EQUIPMENT. cad G1 N eF O e� : 2 C II=GK E. GENERAL CONTRACTOR SHALL MAKE ALL FINAL C? 041 METER ELECTRICAL CONNECTIONS. 3i 65pE .41 U G ! 4 #3 #8 GRD. F. TENANT'S GENERAL CONTRACTOR 51-1ALL i „•.._ a •�.._..-..�• IN 11/4 CONDUIT 6.00 6.00 COLOR CODE FEEDER CONDUCTORS AT TENANT ,0 PE ,or / . FLOOR METER CENTER TO DESIGNATE PHASE, ry NEUTRAL AND GROUND. ��� 9`/ .1 v :D-' /1" i. �• F ITS` U ii FIELD VERIFY EXACT LENGTH PRIOR TO BID . m 1 7 3 -0 t aim m � 3 x ti� m_ c�1 # m w$ aid, m S ELECTRICAL POWER RISER m W E ELECTRICAL PANELBOARD SCHEDULE kx}o E1.20 E1.20 SCALE: NONE E1.20 SCALE: NONE I Plot Date: 1/25/2019 O 0 0 ] O o O DIf1- 1 DI11-2 , FRXXX-A FRXXX-B 0 0 PLACE G1A/G1B CONTROLLERS IN CREW o ON CRosTFRON A-6(LINE 1) l O FITTING ROOM AREA A-17(LINE 1) I FITTING ROOM i 109 PROPER FITTING NICHE • \ -� - SPARE - El (100W) (w3 LIGHTS) ACCORDING TO FITTING ROOM Z Z s.c SPARE _ _ SPARE A-17-1 ---0 _ SPARE lig Ik'1:13 NUMBER PER A2.00 gena j g 11 H 3 5 O O A-6-2 _ �_ �_ m m Q1 ip D3 (R4B LIG-ITS) SPARE E3 (100W) (LqA LIC,I-ITS) SPARE _ D4 (R4B LIGHTS) A-17-3 _-0 - E4 (100W) (L9B LIGHTS) + + Ino law ,�+p ++ r� oaw ��O� I I I l O , OtI I I I f0 O , A-6-4 — A-17-4 rNEUTRAL NEUTRAL " 0— NEUTRAL 7__ ___, NEUTRAL ()- I V ONEUTRALNEUTRAL " - ABERCROMBIE & FITCH CO. NEUTRAL NEUTRA!_ (. - 6301 FITCH PATH NEUTRAL r _ NEUTRAL • NEW ALBANY, OHIO 43054 FITTING ROOM 108 FITTING ROOM 110 614-283-6500 A-19(LINE 2) • - El (I00 ) (W3 LIGHTS) A-3(LNE 2) • '9 EI (IOOW) (W3 LIGHTS} A-I9-I �• SPARE A-3-I �• 9 SPARE SPARE M • '_ E3 (100W) (L9A LIGHTS) SPARE • S E3 (10oW) (LqA LIGHTS) NOTE: A-I9-3 �• �_ E4 (100W} (L9B LIGHTS) A-3-3 I«• S � E4 (IOOW) (LqB LIGHTS) (TOP) (TOP) G1A-1 A-19-4 • • : A-3-4 : • S • D MMING CIRCUITS SHALL BE ARRANGED IN EXACT ORDER AS SHOWN. EACH MODULE COMES NEUTRAL 14L-1 . NEUTRAL I■,i• ' ® SPECIFICALLY PRE-PROGRAMMED. NEUTRAL 0 _ , NEUTRAL I■1 • NEUTRAL _—0 �_ . NEUTRAL I■I • ~ 0 0 0 "6 NEUTRAL—_ N • -. NEUTRAL 14 _I ; - ,..-:/. +1-----' i REFER TO ARCHITECTURAL P ELEVATION FOR BACK i: 4:111111; 9.00 WRAP VIDEO NALL il AND DATA ROUGH-IN POWER iI ! s HEIGHTS. ;=-= 7-• N N (TIT) CO (FPVAV-3•\ 1K P 4 �- ... 3 �"'-"_""" _ ABERCROMBIE & FITCH CO. .. ....... ............ / „ i r , ,,, , •a, w„�.,.v I „\a•a;a•.v.. v: ,.. _...' ... » -w� ;;_,\\,.,ti _ �,:,cx, ........... } -i , ;.. ,' d„ . "� -hY ,r ,� r .- w�-.,......-t �m, yaa�..,,v4J},N. �-��,.»i �Y:'au^' •X�..,,,�.,.»�,_3 � '� f '�' „•bN.�ca�.--.,,,,aG:x.�,,, +�ti.l�•a.a„w-::. , \tU.\�l3lar��.;�**,�,*i 1p•- -��-=--i�--- �;"i:;- _._,__. ...._ • I. �---" : , + t 14-. i 1 }: ;:} I , e„ -. • , W2 I i, ? iI v =' y__._,•:-„, !. s i :III c.� 1�1 :i'• Ii :ii e m v. I i i : i[�1� ' L .• �� t' --T- I �I � } € ':� � 1 iI E+ { 6301 FITCH PATH LI } _______ i' } ; ri . r :■ • : : yx .... xe.x •va\w„w-.waxse..»_\+e e&:& .o..k.,a� a�.�rsxa�. .z3.z.r:. ,.... .,r:.,,,.»,:. _,._,._-, I �......... �' Lr �4 ..._.,,.,,7'merrfl:,M•�^x-.rte""•.-......_..� �#.x:rx.�.�ax.•e�:�.•x�.�.... _.. . :�:x.�ox�.axa� -,.,R _.................sca;am ��.�.av��.�s:a�:.a�ec�e.!•'--- �.e�esi�ic.mc::e .. .... ..... j ';; I� :■ 14-2 1 F 6 $3-6500 } . .: ie.,: c c 8-42 RECEPTACLEJ .-- ■ A ..._, �� 1 _ 1 � �;: �1B DISPLAY i I 1 L�18 1 SHALL BE BLACK �/. E3.10 _ � ) . \ �.. - 8-10 (TIE) } I N COLOR WAP 0 TYP) 105 • 8-26 5-28 3-30 •6 - a L�1i3 s ;, - ■ a -•_ . __ i . -61,63,65 . (tI) U(L) ( E ,\ ,-�. 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' ' v...,, :x, •,•, 1 4L f„,„, M - t • v .. 13. .. �..•,...... 1 .1 0 ' ' G ELECTRICAL 54■ �-I , R -..__-t. �� -- - :"�:. M © w '''‘':1-----;' j u H u� _ 13 f r,. ... w : : R t• - • �: � 6.00 uvi 132 1 w AOFES D6 * .: .. Lill 'u p [� } MEP WAP . > D''NAP : r. is • ' . _ -_ _. '• _ C� 1 rzinI � .»:.-�:�:;:: :.:�:::::� •� DISPLAY a: � Z 1a. .. I F . _. a zz ILI n LIGHTING "" a :h y 'r' , . a.. 102 ' I00 B-33 y...,.. w ,,, .�, . CONTACTORS M a � B-34 • ` \ y in a 1- 0 Q Q »» :; ; cam i (0.00 K y 8-43 - .. _ ��p } t _• � ? •r......... ............... ...-,.....»..»w.y, i`-. '�. .... .....-........ r• ....W, .....,- -j„____. • ...... -. ..., ._M__ NoN: .�.::«•' ""S A 'N_;.-g4 �.. 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QUANTITY is , ,,, ,&IS UNSEX ç 4 0 (TYP) TE a w w -•.•.. RESTROOM •I • REFER TO DRAWING ES,00 FOR CCTV ~ ~ } ,;,,..:- ; 0 �,�3 z I CAMERA LOCATIONS_ CONDUIT FROM LlA I 96 1 o Q Q 1 I CAMERA TO TECH RACK BY G.G. LIB 2 60 60 m ; r- - moo- • .,:;,. € ...: .�„ - LIC 2 q6,q6 I ' : L1 D 2 q6,96 N CD .... A ._-' } POWER AND DATA PLAN U i I � 11/4" f-0° co � - _ CO CL W Q GENERAL NOTES POWER AND DATA PLAN NOTES I POWER AND DATA PLAN SYMBOL of0 1. REFER TO SHEET ELIO AND E1.11 FOR ADDITIONAL 0 (1) LAYER OF 811-1 X 2,5'W X 3/4" FIRE RATED PLYWOOD 40 NOT USED. 25 MOUNTED RECEPTACLE AND LOW VOLTAGE MUD RING SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION INFORMATION ON TYPES OF FIXTURES AND FITTINGS. TELEPHONE BOARD MOUNTED ON WALL. VERIFY SYSTEM TO SACK SIDE OF HEADER. G.G. SHALL PROVIDE id GROUNDING AND ALL OTHER REQUIREMENTS WITH LOCAL „„GF GF OUTLET 2. REFER TO SHEET El.20 FOR ADDITIONAL INFORMATION ON TELEPHONE COMPANY. EXTEND SERVICE CONDUIT FROM 13 FLUSH FLOOR MOUNTED SOCKET OUTLET LOCATED IN CONDUIT FROM MUD RING BACK TO TECH RACK. M LOW VOLTAGE TRANSFORMER AFF ABOVE FINISHED FLOOR Z ELECTRICAL RISER DIAGRAMS, PANEL SCHEDULES, AND SERVICE ENTRANCE AT DEMISING NALL TO TELEPHONE FLOOR BOX. ROUTE CONDUIT UNDER FLOOR AND SEAL W 0 LIGHTING CONTACTORS. BOARD. PENETRATIONS AS REQUIRED TO MAINTAIN FLOOR/CEILING IG ISOLATED GROUND OUTLET ® STATION DUCT SMOKE DETECTOR REMOTE TE` T AGU AIR CONDITIONING UNIT RATING. REFER TO THE ARCHITECTURAL DRAWINGS FOR Q 3. ALL NON-SALES OUTLETS SHALL BE LABELED WITH THE ® OUTLET AND CONTROL BOX TO BE MOUNTED ABOVE CEILING DIMENSIONS. CONNECT TO LIGHTING CIRCUITS. REFER TO D w CIRCUIT TO WHICH THEY ARE ATTACHED. THIS LABEL FOR SENSORMATIC, FIELD VERIFY EXACT REQUIREMENTS WIRING SCHEDULE FOR DETAILS. MOUNT SO LID IS 9 DUPLEX REGEPT. EF-I EXTRACT FAN SHALL SE PRINTED AND NOT HAND WRITTEN. PRIOR TO ROUGH-IN. PARALLEL TO STOREFRONT. (FRPT 311) MPH/ WIRELESS ACCESS POINT Q Cl) DUPLEX RECEPT, CEILING RELOCATED I� 4. SEE DETAIL G ON SHEET E6.11 FOR 50H MOUNTING 0 TAPE LIGHT DRIVERS TO BE ACCESSED THROUGH O5M 14 NOT USED. # MOUNTED (R) EXSTING 2 W Z < HEIGHTS. REMOVABLE COVERPLATE ON TOP OF STORY. DO NOT TILE CGW DUPLEX RECEPTACLE MECHANICAL SYSTEMS EXISTING TO BE O N WHERE COVERPLATE IS TO BE INSTALLED. SEE STORY SHOP 15 SURFACE MOUNTED JUNCTION BOX AND FLOOR RECEPTACLE FOR qp GASHWRAP LIGHTS ACU-11 / LABELING BOX (E) RELOCATED Q Q N. DRAWINGS FOR FURTHER CLARIFICATION. MILLWORK LIGHTS. SEE FIXTURE TYPE TABLE ON E2.00 FOR DRIVER I--- LL = Z N Z QUANTITY AND WATTAGE FOR EACH LIA, LIB, LIC AND LID CABINET. USS COMBO REGEPTAGLE/USB HDRY HAND DRYER PHASE Q ol� 0 U O SEE SHEET E1.30 FOR DIMMING SYSTEM. qP CHARGER FITTING RMS ❑ Weri -r 0 16 RECEPTACLES IN THE DENIM ROOM SHALL BE BLACK WITH PANEL BOARD W.P. WEATHERPROOF (21 ❑ Z Q O ci ® WATER HEATER: ABOVE MOP SINK PROVIDE TOGGLE SWITCH GALVANIZED METAL GOVERPLATE. 4 QUAD RECEIPT.T. Z Q - b AT UNIT PER N.E.G. INTERCEPT EXISTING FEEDER WIRE AND 2 F ❑ a CONDUIT AND EXTEND TO NEW PANEL AS INDICATED. @ DRIVERS FOR G4 SKYLIGHT FIXTURE ACCESSED FROM OSMSINGLE PHASE DISCONNECT 100"""1141 MAIN PANEL BOARD NF NON FUSED Q O (.9Z w c COVERPLATE. O6 NAP TO BE ACCESSED THROUGH DIFFUSER OR RETURN Z Q O GRILLE. GC TO VERIFY NAP LOCATION IS WITHIN REACH OF W Q I (/) J z DIFFUSER OR RETURN GRILLE. 18 STUB-UP LOCATION SHALL NOT EXTEND PAST BASE. EP THREE PHASE DISCONNECT i �M5 1 EMS PANEL WH WATER HEATER W CO el I- c1511 ® SALES FLOOR RECEPTACLES TO BE MOUNTED HORIZONTAL TWIST LOCK AUDIO AND CCTV MAIN 0 m Q in 0 U $ O LOCATION OF WIRELESS ACCESS POINT (NAP). RUN 3/4 I-* EQUIPMENT CABINET - FLOOR WPI WASTE PUMP CONDUIT FROM EAU-1 NAP TO DRAWBOX LOCATED ABOVE ON CENTERLINE OF BASEBOARD. RECEPTACLE, WALL CL Q O) o_ 0 TECHNOLOGY RACK AND FINISH CONDUIT WITH AN INSULATEDSUPPORTED ON CASTERS N/ ® TWIST LOCK RECEPTACLES, 1 01 HINGED DDDR. CCTV DVR WP2 WASTE PUMP BUSHING (INSULATED CAP) FOR FUTURE INSTALLATION OF 20 SEE DETAIL S ON E6.11 FOR CIRCUITING. FLOOR OR CEILING INSTALLED INSIDE AUDIO RACK. THE WAP. n NOT USED. (7) -J-BOX OR GANG BOX Q ELECTRIC SHUTTER MOTOR 50A 30 AMPS �a PROF •S O8 GENERAL CONTRACTOR TO PROVIDE 3/4" PLYWOOD , G 1 N EE Seo SHEATHING FOR MOUNTING OF EAS CONTROLLER. REFER TO KEY OPERATED SECURITY ,i DESIGNATES HEIGHT FROM AFF v ,r\k 22 SEE DETAIL "R" ON DRAWING E6.10 FOR MOUNTING [[ PEOPLE COUNTER (BLACK) Q PANEL 48 TO CENTER OF OUTLET e° �15'PE� °` *'�'� SENSORMATIC WIRING DETAILS ON SHEET E6.10 FOR ROUTING �, OF SENSORMATIC CABLES. REQUIREMENTS FOR SERVICE LIGHT AND RECEPTACLE. S;fi peg e witDUCT MOUNTED SMOKE 5 SURFACE MOUNTED FLOORaRECEPTACLES FOR PROLITEC SCENT MACHINES AND UNIT IHQ EQUIPMENT SERVICE LIGHT s x • �. O DETECTOR O RECEPTACLE ^ s. ® LED DRIVER FOR EXIT SIGN_ SEE E3.00 FOR CIRCUITING- MAINTENANCE TO BE MOUNTED AT DUCT HEIGHT. '4 : .` ° COORDINATE EXACT LOCATION WITH MECHANICAL FIRE ALARM AUXILIARY POWER R RECESSED FLOOR 1•4•'. t 6\ 10 NOT USED CONTRACTOR AND ARCHITECT/OWNER PRIOR TO E P SUPPLY Q5 SMOKE DETECTOR, AREA O RECEPTACLE ��'`T� - v� 1 NSTALLAT 1 ON. FIRE ALARM STROBE J F1T�/ c $ TOGGLE SWITCH 8 X P PLUG-IN LED DRIVER. OPTIC 23 MOUNT RECEPTACLE AND LOW VOLTAGE MUD RING AT ARTS 11 LED DRIVER. OPTIC ARTS "P" DESIGNATES PLUG-IN TYPE. 5'-0" A.F.F. CENTERED ON NALL. H HARDWIRE LED DRIVER, OPTIC. "H" DESIGNATES HARD WIRE TYPE. VERIFY EXACT Z DATA OUTLET M FIRE ALARM HORN/STROBE X ARTS 11972 co.:C m LOCATION IN FIELD KITH PROJECT MANAGER. ENSURE 24 CEILING MOUNTED RECEPTACLE AND LOW VOLTAGE MUD OTHER REMOTE LED DRIVER. mZ ACCESSIBILITY AND VENTILATION PER MANUFACTURER'S RING. G.C. SHALL PROVIDE CONDUIT FROM MUD RING0 FIRE ALARM PULL STATION ® REFER TO LIGHTING SCHEDULE SST BUZZER auTTON &16',Li REQUIREMENTS. SEE TABLE ON 2.00 FOR DRIVER SIZE AND BACK TO TECH RACK. AND PLAN. -' 0 QUANTITY, ti{m 6 DOOR BUZZER SYSTEM z 4 BURGLER ALARM HVAC T'STAT OR SENSOR, ¢mew 0. - ® SYSTEM O REFER TO DETAIL INDICATED XX'- 21 FOR REQUIREMENTS. 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REFER TO SH EET E1.10 AND E1.11 FOR ADDITIONAL INFORMATION ON 0 MAKE F INAL CONNECTION TO F I XTURE THROUGH OCCUPANCY .0 REMOTE LED DRI VER. SEE LIGHT I NG SCHEDULE ON SWEET SYMBOL DESCR I PT I ON Srs150L DESCR I PT'ON SYMBOL DESGR I PT I ON TYPES OF FIXTURES AND FITTINGS SENSOR AND/OR SWITCH IN ROOM. TO BE MOUNTED AT 41311 El.10 FOR SPECIFICATION. VERIFY EXACT LOCATION IN FIELD IL FOR ADA REQUIREMENT. COORDINATE TO CUT WAINSCOTING WITH PROJECT MANAGER. ENSURE ACCESSIBILITY AND 4:4 0R4A RECESSED DOWNLIGI-IT LED TAPE I-0143 NALL MOUNTED SCONCE 2. REFER TO SHEET E1.10 AND E1.20 FOR ADDITIONAL ;NFORMATION FOR "OS II. EM BATTERY W I RED AHEAD OF OCCUPANCY VENTILATION PER MANUFACTURER'S REQUIREMENTS. OA D c, ON ELECTRICAL RISER DIAGRAMS, PANEL SCHEDULES, AND SENSOR. 0 LT_ LIGHTING CONTACTORS. 0RFB RECESSED DONNLIGPT LED TAPE TABLE LAMP CD — (I) CONNECT EXIT SIGN AND/OR EMERGENCY LIGI-4T TO LOCAL L9B °D6 ® PROVIDE JUNCTION BOX, 30A NON-FUSED LOCKABLE I.L. C I RC U IT AHEAD OF ALL LIGHTING CONTROLS. 1 W Z c.ir) < DISCONNECT SW ITCH (IN NON-VISIBLE LOCATION). COORDINATE EXACT LOCATION OF DISCONNECT W I TH PROJECT ©RSA RECESSED ADJUSTABLE DOIAINLIGI-IT S1A RECESSED LINEAR NALL WASHER V N2 SURFACE MOUNTED HALL SCONCE C.) ct 0 cv . MANAGER. VERIFY EXACT REQUIREMENTS N I TI-4 U.L. SECTION 0COORDINATE FIXTURE LOCATION IAI ITH PROJECT MANAGER. 21612 REQUIRING THE USE OF SECONDARY GROUND FAULT ORECESSED ADJUSTABLE DOWNLIGHT 52A RECESSED LINEAR NALL WASHER © TABLE LAMP LT Cr PROTECTION AND INCLUDE ALL COST IN BID. COORDINATE ® REFER TO DRAW I NG E2.00 FOR POWER AND DATA R513 D7 0 z cp z oes 0 EXACT LOCATION OF JUNCTION BOX N I THI LANDLORD AND REQUIREMENTS FOR SALES AREA SIGNS. CO T 0 PROJECT MANAGER IN F I ELD PRIOR TO I NSTALLATI ON. 111R2B RECESSED ADJUSTABLE DOIAINLIGHT El RI A SURFACE CEILING SCONCE Fe XI SALES EXIT SIGN < W Ci) CC Z < 0 0 ---- .HIRING BETWEEN THE "V12"2" WALL LIGHTING AND IT'S DRIVER RECESSED ADJUSTABLE DOWNLIGI4R1B T D SURFACE CEILING SCONCE KO XII3 SALES EXIT SIGN d M I_ SHALL BE 14/2. IF THE RUN IS REQUIRED TO SE OVER 50' IN R3B0 0 a , z ., TOTAL- WIRE LENGTH THE WIRE SHALL BE 12/2. NOTE I Qt,T1 FO X2 = CC Z 5" < ° DRIVER FOR 3 LIGHTS. TOTAL 3 DRIVERS AND 9 LIGHTS. SEE ADJUSTABLE TRACK LIGHT 0 PI PENDANT MOUNTED SALES EXIT SIGN Z 0 y DETAIL ON THIS SHEET FOR SERIES WIRING. I- I— P2 LIT2 e X3 = CC Ci) 01 'II ADJUSTABLE TRACK LIGHT PENDANT MOUNTED NON-SALES EXIT SIGN W < N. CC .7(1 00 03 ® SEE SHEET E2.00 FOR CIRCUITING INFORMATION FOR FLOOR ,„ >. In 0 o 2 LEVEL LIGHTING. = aggs PI' a) Om En 3 TRI LIGHTING TRACK i moo Al 'STAR' LED 05 OCCUPANCY SENSOR t ® DIMMING MODULES FOR CRESTRON DIMMING SYSTEM. ELECTRICAL CONTRACTOR IS TO VERIFY QUANTITY, LED TAPE NiLED LOGO NIGHT LIGHT t2 LOCATIONS AND ALL INSTALLATION REQUIREMENTS N I THI L6 NL 00 PRO ci MANUFACTURER PRIOR TO BID AND INSTALLATION. INCLUDE ALL COSTS IN SID. SEE CRESTRON ONE-LINE DIAGRAM AND 0 L7 LED TAPE 8 B3 SURFACE MOUNTED LED SNITCH cP 4(,\"4* '9 4-.• ' •••• ;,',....•I ONE-LINE DIAGRAM REQUIREMENTS ON SHEET E1.30 FOR 44./ ,I 8W5PEI„,.„4„2, 0°E FURTHER INFORMATION. LIB LED TAPE DI NALL MOUNTED LED lel CEILING SOCKET OUTLET i # i ,, -, 0, 1/10, '' - ® DIMMING SYSTEM PANEL. CONNECT TO DEDICATED CIRCUIT AS 4? SHOWN. VERIFY ALL INSTALLATION REQU I REMENTS WITH LED TAPE SURFACE MOUNTED LED T LOW VOLTAGE TRANSFORMER .--- ,.,, „- , /''' ; i]: L4A D2 MANUFACTURER. SEE LIGHTING CONTROL DIAGRAMS ON SHEET /, '--1 'L'' (2.; '/• -• <(''' -----__LL 841, ,-.2, .• E1.30 LED PANELMOUNTED POST LED JUNCTION BOX GIA A D3 © a• F11-7-.2.,?/ SEE SHEET E2.00 FOR CIRCUITING INFORMATION FOR TABLE LAMP. El G2 LED PANEL 81 NON-SALES STRIP g ® FOR INSTALLATION DETAIL SEE A10.00 DETAIL A. 11972 LED COVE LIGHT NON-SALES STRIP ® NOTE USED 01_8 52 - ;TieJ; SHEET LED DRIVER WIRED THROUGH CONTACTOR. EM BATTERY SIGN p p--•ci aS 3 2 g• WIRED AHEAD OF CONTACTOR. V44A • z 6c•°. NH LED DRIVER WIRED THROUGHSNITCH. EM BATTERY WIRED SIGN IA1413 E3.00 xx-9,o AHEAD OF SNITCH. Plot Date: 1/25/2019 ENLARGED POWER PLAN NOTES ellati:13 O BITRO INTEGRATED 24V TRANSFORMER TO CONTROL THE SEE SHEET E4.20 FOR RGBu..; DEVICES IN FIT ROOMS SHALL BE HIRED TO THE ALERT TECH DETAILS. WIRELESS LED CONTROLLERS. REFER TO DETAIL A/E1.30 FOR MORE INFORMATION. GC TO EXTEND 24VAC WIRES FROM WIRELESS LED CONTROLLER TO RGBW IN FITTING ROOM REQUIRED. JUNCTION LOCATION FOR TIE IN FOR L10/L11 DRIVER. SEE B/M2/E1.30. O JUNCTION BOX FOR USB CHARGING STATION AND NICHE ABERCROMBIE & FITCH CO. 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SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION I 2. REFER TO SHEET E1.10 AND E1.11 FOR ADDITIONAL. 20 18-2 W/ DRAIN HOMERUN TO TECH CABINET FOR DJ • LOUDSPEAKER WIRE X INFORMATION ON TYPES OF FIXTURES AND FITTINGS. JACK JBL CONTROL 24C/T, FLUSH AUDIO AND CCTV MAIN Z I8 AWG/1.Omm OFC 1 PAIR s3-G 30 GAT-6 TO TECH CABINET FOR CEILING MOUNTED LCD MTD,, PAINTED BENJAMIN EQUIPMENT CABINET - FLOOR SCREEN, TERMINATE TO RJ-45 WALLPLATE NEXT TO --- LOUDSPEAKER WIRE MOORE, GRAY HUSKIE, SUPPORTED ON CASTERS N/ W O ® &A rFoR t�LT -1-LE-ATB INET Cy CENTERED ON BOTTON LEFT '~ 12 AWG/2.Omm OFC 1 PAIR #1473-FLAT S DINGED DOOR. CCTV DVR CC .. LED TILE INSTALLED INSIDE AUDIO RACK. Q 50 CAT-6 TO TECH CABINET FOR SURFACE MOUNTED LCDs3-8 JBL CONTROL 24C/T, FLUSH M ct SCREEN, TERMINATE TO RJ-45 WALLPLATE NEXT TO MTD., PAINTED FLAT LI- ® �R LT � ATBI NET FROM DIMMING CONTROL O BLACK (/) PANEL I Uj1 Z fri Q S4 JBL CONTROL 65 0 cc 0 N O LOUDSPEAKER, PENDANT ? n MTD. Ct Z O) Z Ca 0 JBL CONTROL 40, FLUSH W Cl) CC p a sws c MTD. CEILING SUBWOOFER. Z m Q 0 — , O PAINTED BENJAMIN MOORE, GRAY HUSKIE, #1'473-FLAT J 0 - z W swl-G MTD. CEILING SUBWOOFER. JBL CONTROL 40, FLUSH 0 V = (l) J Z ti lij O PAINTED FLAT BLACK WCf) Cr) Q 0 C. 0 Q Q oa z DJ INPUT JACK - PROCO XLR HAL LPLATE 0 di• %D P R Q firf81e5PIi`e G FSi C� �' 1 N E % • � 4' o ',.:Z.: \ •W- co 05 oi <,9 1 ..:5_,,,, ,z• to - a 9a. 1=i1 - U tl m . U 11972 b 44, z m SI-E–ET 0a1ULL: ami amo � E4.00 XX�O Plot Date: 1/25/2019 XPLAN Bridgewater,Owe XTB Bridgewaterdwg Job Pafh•J,\CLIENT\Abercrombie & Filch\16762 Bridgewater Commons Bridgewater NJ\000 Bridgewater A01.00.dwg Drawn By:C.F, Mierke r.ti C O En I I/ ';��,�, —< rn TUl -0 O (Pz m n rn fir` s;i :I O �l m m z r j,, �' �yz M z M —n f ;f .,,yy scr, m > .� H D NI X J "' 03 11 Al —I i y /if, , • , —I —I ! L \I\ i t iD a n /;i' _ nor C - Z i f l f/ rnDn m D (Pd � 1 a' C o o o Arno Dm • -0n � ' ,' ._ rte D -I M / 10 -1 0 2 1– f f I/ €I o a o f . 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SYSTEM DETAILS ISSN DATES REVISIONS REVISION DETECTIVE KEY z m ry (!1-..„ a y `S'��. - - - Crl n M `� � 7J -11 n �� BID DATE: 1-25`2419 B.D.- BUILDING DEPT. T ' n w ,,,,� ABERCROMBIE & FITCH 11972 DIRECTIVE 1-1 n (11611 :73 ,4 WASHINGTON SQUARE F N Z 00 � � Q y, o T.D.- TENANT DIRECTIVE w O = Fri- g ,4' .ay °�-- 9� �`� 9573 SW WASHINGTON SQUARE RD. — SPACE B06 25001 Emery Road, Suite 400 _ \<`,( ''''' �4-, 'D G.C.- GENERAL CONTRACTOR Cleveland, ONo 44128 0 0 H •• `{,; ".' ',,., n'e•\ DIRECTIVE M n N - . 4 Hu/.- ‘� PORTLAND, OR 97223 216.223.3200 onyxcreative.com = \ MASTER DATE: TBD o nJ L.D.- LANDLORD DIRECTIVE O o SCALE: NOTED I DSGNR: AFI FIRM: ONYX I DRAWN: PJF I CHK: PJF I MASTER REV: TBD . i _ \ _. ._'\ /,... \ ,.. ,.\\ /.- `\ f" •`\ -'\ • 3 ! ! , 1 !r l f 1 _ :t i i }i 1 i 11:63 \ I 1 I I i ! I I :! 3 • • A ,, A ,_. 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REFER TO ARCHITECTURAL SYMBOL DESGRPTION SYMBOL DESCRIPTION SYMBOL DESGRIPTION Wo CC EACH CAMERA LOCATION TO 8"X8" JUNCTION BOX LOCATED DRAWINGS FOR ADDITIONAL INFORMATOIN. ABOVE THE MANAGER'S DESK. A PROTECTIVE BUSHING MUST DEVICE # RECESSED DOOR CONTACT — JUNCTION BOX IN CEILING FOR Q M DC BE PLACED ON THE END OF THE CONDUIT AT THE CAMERA PAINT TO MATCH DOOR. FUTURE CAMERA USE, EACH OF Z D Lt THESE DEVICES SHOULD HAVE A Q 0 L� LOCATION. SIAMESE CABLE (SPEC 74SPW) CONSISTS OF (1) 20 DATA CABLES FOR KVM EXTENDER AND DATA OUTLETS FROM TECHNOLOGY O "HOME RUN" CONDUIT WITH PULL J RG59 VIDEO CABLE AND (2)22 GAUGE WIRES USED FOR RACK ROUTED THROUGH CONDUIT TO MANAGERS DESK. REFER TO A/E6.00. VEVICE# CONTACT — FACTORY FINISH SURFACE MOUNTED DOOR STRING RUNNING FROM THE J—BOA CL L� POWER, ALL WRAPPED IN A JACKET, ALL PLENUM RATED. AND TERMINATING AT THE DVR. I W Za INSTALLATION OF CAMERAS, EQUIPMENT AND WIRES HILL O CAT-5 HOMERUN TO TECH RACK WHITE' Z O CCO N TAKE PLACE THE WEEK BEFORE THE PUNCH DATE. O I- < I- 01 .. MOTION DETECTOR — WALL 2 8"X8" O JUNCTION BOX ABOVE CEILING A•T MANAGER'S DESK. 4 CAT-5 140MERUN TO TECH RACK FROM EAS CONTROLLER MOUNTED PAINT CASING TO N C Z Z VERIFY EXACT LOCATION IN FIELD WITH OWNER'S MATCH ADJACENTFLOOR ANTENA WALL W 0 _ CC V) REPRESENTATIVE. RUN 1" CONDUIT WITH PULL STRING DOWN MDDEVICE# SURFACE IN SALES AREAS. W Z Q 0 WALL TO 2"X4" BOX MOUNTED ON WALL BEHIND THE DVR ON LEAVE FACTORY FINISH WHITE BURGLAR ALARM SYSTEM 0 m 0 b SHELF AT MANAGER'S DESK. IN NON-SALES AREAS. KF KEYPAD CC 2 i o 3. 1" CONDUIT WITS-I PULL STRING FROM NETWORK CABINET 360 MOTION DETECTOR — I # SECURITY CAMERA — OPEN CC Z ' < 0 LOCATION TO MANAGER'S DESK, CEILING MOUNTED, PAINT ®DEV GE GEILING, CLEAR DOMEV = COV� J CASING TO MATCH ADJACENT LCr U 4. EAS SYSTEM $ BAS SYSTEM KEY BOXES FOR STORAGE OF 360 DEVICE# CEILING SURFACE IN SALES W Q cc Q MANUALS TO BE LOCATED ON WALL NEAR PANELS. CONFIRM AREAS. LEAVE FACTORY m0 Ln U 0 LOCATION WITH FINISH WI-LITE IN NON-SALES Q < > a) O 0 z AREAS. i . ili 3 I MD2 I DUAL MOTION DETECTOR AUDIO AND CCTV MAIN EQUIPMENT "\.(c%- C,1N� '570 CABINET - FLOOR SUPPORTED ON cam` \--. F'Q • 8185PE ao`\ �\ CASTERS W/ +SINGED DOOR. CCTV `L c ` ` *`` \ • DVR INSTALLED INSIDE AUDIO ° 3 RACK. t > * _' MI MON ( CLOSED-CIRCUIT TELEVISION ?f J,.. aS MONITOR �� 4}. R. EAS SPEAKER - MOUNTED ABOVE d, F I'T `. It RETURN AIR GRILLE ON SALES FLOOR. 9 O U 11972 3 -0 EA5 SPEAKER GRILLE, CEILING CI 01 93 3 z< m ti #` MOUNTED TO COVER THE EAS S1-EET moo3mL, m SG SPEAKER Ul1 Z C 3 A5 BURGLAR ALARM SYSTEM xx),Q PANEL E5.00 - Plot Date: 1/24/2019 (1) CAT5/6 BY AV VENDOR I/2" CONDUIT 90 DEGREE BEND TO (1) SENSOR WIRE EXTEND MIN OF i2" PAST Gr OP OFWALL. CONDUIT TD GD AL THEi: 14:3 �WAY TO SOURCE IF REQUIED BY \ CODE OR BY MALL1/2" CONDUIT BUSHINGOWNER'S IT VENDOR WILL PROVIDE A BISCUIT \ *FOROPEN CEILINGq0DEREE JACK ON THE WALL IN CLOSE PROXIMITY TO BEND AT 12' AFF. ELECTRICAL PANELS LABELED "EMON". A CAT-6 1/2" CONDUIT BUSHI I/2" CONDUIT WITH BUSHINGS NETWORK CABLE WILL BE CONNECTED TO THE BISCUIT JACK AND COILED UP. THE INSTALLING BY EC TO ROUTED BACK TO ABERCROMBIE & FITCH CO. CONTRACTOR SHALL INSTALL ENERGY CHECK1/2" CONDUIT WITH BUSHING ABOVE TECH RACK, BY EC. 6301 FITCH PATH METER ADJACENT TO ELECTRIC PANEL WHERE CURRENT SENSORS ARE INSTALLED AND BY EC TO STUB OUT AT NEW ALBANY, OHIO 43054 PROVIDE LONGER CAT-6 CABLE FROM BISCUIT ABOVE CEILING SPACE // 614-283-6500 JACK IF NECESSARY. SUB-METER AV VENDOR TO PROVIDE 1-GANG CARLON NON-METALLIC LOW EC TO PROVIDE (I) 4"x4" SQUARE VOLTAGE OLD-WORK BRACKET. HE 0 0 J-BOX WITH A SINGLE GANG MUD WITHIN 4" OF CENTER OF RING AT DESIGNATED SENSOR BOX/BRACKET LOCATION. LOCATION. VERIFY EXACT 0. W LOCATION WITH M2.00. HANDY EG CONDUIT STUB TO STOP 0a) BOX MAY BE USED I F 4"X4" BOX 1— - -a) x v WILL NOT FIT IN THE ° oDESIGNATED LOCATION. y,p o c\ • ,2. 0 450 ce _S 2 W c � �--; O a)-�� O j N / co I,.° R NOT USED M SENSOR BACKBOX AND CONDUIT H AV LOW VOLTAGE CONDUIT D NOT USED c., " c., 2;'�ri4alirJd'//Yi l��! %ail llh �i' : lij SCALE: NONE Sr.81 F. kI'l1�IF SCALE: NONE SCALE, NONE ipj so a Srpix t4,4Oat ` �' I. INSTALLATION PROCESS � I. FOLLOW THE "ENERGY METER SCOPE OF WORK.PDF" INSTALLATION DOCUMENT IN CONJUNCTION WITH 0 ILI `` . THE "DTS 5MX - QUICK START GUIDE R16A.PDF" MEASURLOGIC GUIDE TO INSTALL THE METER AND ;::. DOCUMENT PROPER READINGS. THE DTS SMX GUIDE CAN BE FOUND AT: 11.2 MOM „ �mn ;� e 1 i �vVIN,,��v i htty://www.measurloaic.com/document tion/dts/dts_srnx/dts_srnx_installation_auide_abercrcmbie.Ddf car) Ile ,,,,. ilZ AN ''''''T'!<4,' A. CONTACT THE AAF PROJECT MANAGER FOR THE ENERGY METER COPE OF WORK PDF. ���`\t \>i h' )) = CI 2. DOCUMENT METER SERIAL NUMBER BELOW = e .,,IAC\tii\��\K\\\nT�'1\\i�\\til\ ILS � \��1�»�fllll�\-- IMETER SERIAL NUMBER I 1 3. RECORD READINGS TAKEN AND DOCUMENTED IN THE "ENERGY METER SCOPE OF WORK.PDF" IN THE TABLE BELOW. : i 1 A. TO PROPERLY VALIDATE METER READINGS, THE CURRENT LOAD ON THE CURRENT SENSORS I till MUST BE 10% OR HIGHER OF CURRENT SENSOR RATING. KEYPAD - LOCATE AS B. ALL DTS SMX CURRENT READINGS MUST BE WITHIN +/- 5% AND ALL VOLTAGE READINGS +/- 2%INSTALLER TO DRILL HOLE IN -- . I SHOWN AT EXIT DOOR OF AMP CLAMP AND MULTIMETER READINGS. jBOTTOM OF ENERGY METER FOR I ° I ° FROM STOCKROOM TO G.POWER FACTOR MUST BE HIGHER THAN 0.7 FOR ALL THREE PHASES. LOWER PF'S ARE A RESULT Li> UCONDUIT CARRYING LINE . I Y CORRIDOR. IF THERE OF EITHER WRONG PHASE TERMINATIONS IN THE METER, OR THE CURRENT LOAD IS BELOW THE 10% 4- I- u�VOLTAGE POWER. SEE POWER ARE TWO STOCKROOMS RATING OF THE CURRENT SENSOR. 4 w :11-6r RISER DIAGRAM FOR CONDUIT . w w CI IT SHOULD BE LOCATED QSIZE. CONDUIT SHALL BE LH Q u-1 p FASTENED INTO METER BOX AT Ti—IE ONE WHICH HAS READING'S (R)/DISPLAY(D) PHASE A (IA,Vre) PHASE A (ID, Vac) PHASE A (ID,Vc ,} U+ > > USING THREADED LOCK NUT INSTALLER TO DRILL HOLE IN THIE MANAGER'S DESK o v z u O )) �.I BOTTOM OF ENERGY METER AND l/A • INSTALL V CONDUIT CARRYING AMP CLAMP GURRENT(T�} � w Z Lu Lu z�] mo � � Q � i i < ■ LOW VOLTAGE LINES FOR DT5 SMX CURRENT D) CURRENT SENSORS. CONDUIT ..... SHALL BE FASTENED INTO 1=0 n MULTIMETER VOLTAGE(R) 0 6 v 6 METER BOX USING THREADED m 6 J LOCK NUT -‘ DT5 5MX VOLTA6E(D) 0. O I I- 1,T5 5MX POWER FACTOR(D) v O i— 4.ENSURE ETHERNET PORT'S LINK AND ACTIVITY LEDS ARE LIT WITHI ETHERNET CABLE TERMINATED. IP ADDRESS SUBNET MASK DEFAULT GATEWAY DEVICE ID 10.1g3.66.101 255.255.255.142 10.143.66.1 100 U MEASURLOGIC POWER AND LV CONNECTIONS Q KEYPAD INSTALLATION DETAIL L NOT USED C NOT USED E1.20 SCALE: NONE E5.00 SCALE: NONE SCALE: NONE SCALE: NONE ■ I I FOR LED FIXTURES IN ALL SUPPORT POINTS MUST BE FROM STOCK AREA FIXTURES TOP CHORD OF TRUSSES ONLY ARE TO BE MOUNTED TO 1 R R THE UNISTRUT, BOTTOM OF UNISTRUT TO BE PUSH BUTTON 11'-3' A.F.F.. FOR 1:4LOCKNUT t WASHER AT FRONT DOOR N_LE, y FIXTURES IN EXIT HALL TOP AND RESTROOMS, CO ORSD OF AT PUSH BR DOOR d FIXTURES TO BE MOUNTED TO THE HARD i 1^.71 p ct CEILING. 0 •• •• •• OFFSET THREADED ROD t-'' UNISTRUT I_ UNISTRUT, THREADED INTO UNISTRUT TO BOLTED TO 120] 24V 40 i- La= ROD AND CONNECTIONS STRUCTURE ABOVE AND �_ BUILDING PRI. SEC. I` 1` U) Q SUPPLIED BY TO ASSEMBLY BELOW. STRUCTURE N m 4 4 CONTRACTOR. ALL TO NUT FENDER BE INSTALLED BY THREADED ROD WASHER TEMCO SALES NON SALES • (SEE NOTE} CONTRACTOR. YODEL#AT1283 BELL/BUZZER BELL/BUZZER N SAFETY LINE. TRANSFORMER AT CASH 5 PLANS RAP, AT DESKMANAGER'S n NUT 4 WASHIERSECURE FOR SEE CO UNISTRUT BUILDING TO LOCATIONS PLANS FOR STRUCTURE UNISTRUT EDWARDS 730 BUZABEL LOCATION Y IA I ��� BELL TERMINAL = Mi ErgU • I I I II `"—BUZZER TERMINAL CD 4'-0" TYPICAL •C O FLUORESCENT SPACING FOR �--COMMON TERMINAL FIXTURE LIGI-ITING NOTES: U SUPPORTS Z LED I. ROUTE CONDUIT UP IN WALL OR COLUMN TO CEILING SPACE. Q FIXTURE 2. RUN WIRE IN 3/4" CONDUIT IF REQUIRED BY CODE, OTHERWISE USE CL a REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION PLENUM RATED WIRE. 0 S. PARALLEL WIRE BELL/BUZZERS. 4. INSTALL BELL AT HIGH LEVEL. ID x Z W O T NOT USED P NOT USED K NOT USED F BOH LED HANGING DETAIL B DELIVERY BUZZER SCHEMATIC a SCALE: NONE SCALE: NONE SCALE: NONE E3.00 SCALE: NONE E2.00 SCALE: NONE• n Er_ Cn Z M a 6" 6" J O CC O N - - - EQUAL - - - Q LL � C3 CV cr WcSAL 0 S i M min Ml u J W Z 0 a J co icC 3 c. DUPLEX DATA OUTLET. Q O 0 b O _ - - - - - U iO Z IBJ QUAD DATA ICC CC Z Q O OUTLET. 1 ' (� _ (/I J z 3 ti W ril pet III QS L I' 1 OF 4 TO BE J oo a �i 0 0 CC USED FOR 4- z W ,,,C0 >. cn ■ KVM EXTENDER FOR CCTV MONITOR, KEYBOARD, � D P 0,e ss AND MOUSE. i N m � a N U 81 55PE: E. m PEs v... lam ...of I), 2; :ice , 4-0"LE = I tN qa �. I=1S1i 1_,' i_ m am , V 11972 a A3 M7 p,C m m3z � �Y m n w i =,- 00 (3 Li ■ miu CJ 2 11 S NOT USED N NOT USEDz m C NOT USED E NOT USED a m o � MANAGERS WORKSTATION DETAIL E6.00 ' x 6- SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE E2.00 SCALE: NONE Plot Date: 1/24/2019 (II 411143/ / EQUIPMENT / OO O O H-46 B-46 0.4\ O O LOCATED INSIDE // SALES CEILING 3/4" EMT CONDUIT / - . `� FAT k ,.....- --,.. ....,....... - ROOF OR FLOOR ABOVE.' DISTRIBUTION PANEL / POWER FROM (x2) (x2) •L// \/\ / CAPACITOR 1 1 B-50 8-50 1 \ .....-- BLDG. / BOARD O '`` O e STRUCTURE CONDUIT (SECURED TO POWER PACK ENCLOSURE e STRUCTURE ABOVE) / 0. --- UNISTRUT SUPPORT o 3/4" SWITCH 1.1 , / ..--- i/ } CONDUIT .' / / / :. / : f c •,,,, ••• • „gym k'�,�»��"ly s A\ 4"X4" ELECTRICAL J-BOX WITH SINGLE / /.. // I 20'-0"7,_0,1 AMAX ABERCROMBIE & FITCH CO. RED DOT #VXG-21-G WITI-1 A GANG MUDRING SUSPENDED FROM IOOW A-21 LAMP. �1•M� THREADED PP DED / CONDUIT BY EC. SEE E6.00 FOR ALARM ] I / / 1 (DISTANCE FROM 6301 FITCH PATH ��� 1 / / CAP BOARD TO MOUNTING HEIGHT ABOVE FINISH FLOOR. 1 NEW ALBANY, OHIO 43054 II �j BY EC CAPACITOR / / ANTENNA) .� / BOARD I 1 I� / I 614-283-6500 " �^ i I CATSe CABLE (BY IT ENCLOSURE I / 1 NOTE: EACH VENDOR) WITH 12" MIN. OF I ANTENNA TO HAVE IF BUILDING STRUCTURE 15 SLACK AT -I-50X I I/ I A SEPARATE MORE THAN 7'-0" ABOVE - LEVITION #52�i9-I COMBINATION - 4" 4" 10' 10" 4" 4" ANTENNA'S CANNOT FINISHED CEILING, INSTALL A 0 SINGLE POLE SWITCH AND �`l 7 0 MIN // 1 GFCI OUTLET IN SWITCH BOX I I CONDUIT MULTIPLE 20 0 MAX I BE IN THE SAME (DISTANCE FROM I� I PVC CONDUIT / RED DOT LIGHT FIXTURE CAP BOARD TO I RACEWAY. 3/4" '•; 4 � ��� �� LOCATED BY CEILING AGGESS ANTENNA) 1; __ t_ #VKG-21-G WITH A 100W A-21 I'I.1� O PANEL/AIR DEVICE. PVC CONDUIT. BY LAMP ON A i" CONDUIT r m ! SUPPORT STUB. EXTEND STUB -' I Li , _ -�. GC 1 DOWN SO LIGHT FIXTURE IS NOlESS ACCESS POINT) BY I I J NAP (WIRELESS T 25W DRIVER MORE THAN 7'-0" ABOVE IT VENDOR CABLES ARE BURIAL RATED.-� 0 0 "'•"",�""A'....._-----'- ""i.. FOR USB I'"" a""•'•''•"""'" 3/4" CABLES TO BE ROUTED IN 0 © FINISHED CEILING. CONDUIT TO 120 VOLT �CIRGUIT. SEE FLOOR PLANS BRACKET ( P)" ANTENNA R �EALLI 4. � EXITING THE CONCRETE. I W . e L --------' 1- �I� . FOR CIRCUIT NUMBER. I m d!... ._...... .... . X ......�.....--a..-_...,,...-.` CABLE BRACKET a a o ( ) ANTENNA p T o -r V .-. _ SPACING BRACKET L c 1 E1 m ri N O N 4 ;f t ; R MAINTENANCE LIGHT/RECEPTACLE M WAP INSTALLATION DETAIL-OPEN CEILING H NOT USED D AMS 2020 FLOOR ANTENNA & CONDUIT L_-J L__J -J L__J E2.00 SCALE: NONE SCALE: NONE SCALE: NONECe W ,, 0. , . -- �� E5.00 SCALE: NONE E5.00 he / x ( L ) ELECTRICAL *ELECTRICAL CONTRACTOR TO INSTALL QUAD OUTLET WITHIN 3 FT OF POWER PACK 0 LOCATION. Pm Imo *I20VAC, 20 AMP, 3-WIRE WITH LESS THAN .5V BETWEEN NEUTRAL AND GROUND, t (UNSWITCHED) DEDICATED CIRCUIT. . CASHWRAP/BACKWRAP CODED NOTES ki" CONDUIT WITH PULL ir (I)REGISTER COUNTER ONLY STRING (BY G.G.) 4"X4" ELECTRICAL J-BOX WITH SINGLE NOTESMALL AREA ( EXTER 0 R GANGS MUDRING MOUNTED TO *IF EAS FLOOR SYSTEM 15 INSTALLED AS PART OF THE SCOPE OF WORK PLEASE 0 U. 0' CIRCUIT IN 1/2" CONDUIT FOR CASH REGISTERS. STUB CONDUIT TO 44" A.F.F. (SECURED TO VIDEO CABLE (BY SUSPENDED DRYWALL CEILING SYSTEM. ' CONNECT TO SURFACE MOUNTED RECEPTACLES IN J-150X. ROUTE UP IN WALL • VENDOR) WITH 12" MIN. OF SINGLE GANGS FADE OF MUDRING TO BE MAKE SURE THAT WHEN ALF SUPPLIED WALK OFF FLOOR MAT 15 INSTALLED OVER STRUCTURE ABOVE AND SLACK AT CAMERA END 1 ' THE TOP OF FLOOR SYSTEM THAT A METAL DRIP PAN IS NOT INSTALLED TO ABOVE CEILING, CONNECT TO CIRCUIT SHOWN ON FLOOR PLAN. FLUSH KITH FINISH FACE OF DRYWALL LEASE LINE . /CONDUIT RAN BACK TO TECH RACK � UNDERNEATH THE MAT. IF METAL PAN 15 INSTALLED, IT MUST BE COMMUNICATED BY GC) ROLL-UP GATE BACK TO AtF LP AND ADT PROJECT MANAGEMENT TEAM. THIS METAL DRIP PAN 2O INSTALL 3/4" CONDUIT TO 44" A.F.F. ROUTE UP IN NALL TO ABOVE CEILING. IN THREAED BOX CONNI=CTOR WITHGAN CAUSE INTERFERENCE WITH TRANSMIT SIGNAL AND CAUSE POOR SYSTEM THE 3/4" CONDUIT RUN (2) PULL WIRES FROM J-BOX INSIDE VOID SPACE IN � SCREW TO THREAD INTO CAMERAPERFORMANCE. DANT BY GG *AT THE BEGINNING OF THE PROJECT EAS VENDOR SHALL PERFORM SITE SURVEY TO O GC TO PROVIDE IB" WHIP TO POWER G.0 PROVIDED OUTLET WITHIN MILLWORK. --- 4` �� PERFORM B FIELD MEASUREMENT TEST, TO ENSURE THERE ARE SIGNIFICANT 0 LiJLU <>. REFER TO A9.2 FOR FURTHER INFORMATION. / ' L-- 1 - - ,: SOURCES OF INTERFERENCE THAT WILL IMPEDE PERFORMANCE FOR THE SYSTEM. �j > Q 1- NETWORK CAMERA CABLE .•••••- I r THUS SHOULp BE COORDINATED 8Y THE GG AND THE EAS VENDOR. CONTACT ANF �C U PM IF HAVING ISSUES COORDINATING THIS SITE SURVEY. H (BY OWNER AV VENDOR) I I • v H O CIRCUIT IN 1/2" CONDUIT FOR CONVENIENCE OUTLET TO POWER TAPE LIGHTING. WITH 12" MIN. OF SLACKlii SUSPENDED GYP. BD. 0. w z CAMERA PENDANT SUPPLIED BY CAMERA ADAPTER J ,,� ; ►s� :. p A ROUTE CONDUIT UP IN WALL TO ABOVE CEILING. CEILING SYSTEM 3'-0" 3 -0 3 -0 3'-0" Q AT CAMERA END OWNER CCTV CAMERA VENDOR RING MOUNTED TO - - - _ _ �� A U ua L] ELECTRICAL BOX l'3 > O GC TO LABEL RECEPTACLE COVER PLATE AS "LIGHTING ONLY". \\I CCTV CAMERAMOUNTED TO p z < - Oo 1 ADAPTER RING AMEBA Z I 6„ \ 1 mn FH-- 0Q LI a ANTENNA ' ' a 6 U ci 6'- 6" 18" 6' - 6" �� : I III F �'I C STENCIL FOR ANTENNA LAYOUT PROVIDED WITH AMS-2020 LOOP SYSTEM NOTE: I \STA L LAT I ON NOTi_S: NOTE: ANTENNA CABLES AND BRACKETS CAN BE REDUCED TO 12' OR INCREASED CAMERA HOUSING REQUIRE 1/4" DEPTH OF MATERIAL TO SALES AREA TO 24' BUT PERFORMANCE MAYBE INSTALL CONDUITS AS SHOWN. ELIMINATE INTERIM JUNCTION BOX WHEREVER NI PLASTIC DOME COVER OVER THEM AFFECTED. 18" IS IDEAL. POSSIBLE. SUPPLY PULL STRING IN EACH CONDUIT. INSTALL ALL RECEPTACLES. 1. CONDUITS WITH PULL STRINGS INSTALLED DURING CEILING ROUGH-IN. MAKE ALL FINAL ELECTRICAL CONNECTIONS TO LIGHTS, RECEPTACLES, 2. SECURITY CAMERA HOLES CUT WITH CEILING CLOSE-UP. TELEPHONE OUTLETS, ETC. AS REQUIRED FOR A COMPLETE WORKING SYSTEM. 3. SECURITY WIRING INSTALLED AFTER CEILING CLOSE-UP WITH CAMERA INSTALLATION. iii ■ U CONCIERGE CASHWRAP Q CAMERA INSTALLATION DETAIL-OPEN CEILING L CAMERA INSTALLATION DETAIL-FINISHED CEDING G AMS-2020 VESTIBULE PLAN VIEW E2.00 SCALE: E2.00 E5.00 SCALE: NONE E5.00 SCALE: NONE E5,00 SCALE: NONE I 1" CONDUIT 1 0 R 1 1 . . . 8. ' 1 ♦ 8 8 1 1 + ' 1 1 A ` I- n ® I I 1 0 0 0 I�i l- Ix ® w o I o wI- w IWIRE THROUGH I n 1 0 Q Q o m m LJ- I- I I n n o o 5 N n z I I 3 3 ° ° 0DANT N.U 0) +- - ® j j rn m.--�.`- (TTP OF 4) +� o o Y •-- - - - - --• ,r\s.s.y.e./7., I 0 - - - - m mLl- I - - -�- - �` /--- - - -� /- �1 I I I � �� CEDING o WAP _ 10' A.F.F. 1 3 b -� __'1.. I Q 1 I I NAP Ca 0_ 1 0 .l® I- 1 1- , r I I I I (W z- 1 n I I I I Q .,-.. - l 1 ^ --^ ._ ,_. 0 I L_---- I I ,-. I a Q -- i- I- I- ,- 5 - I I I I 0 Cl) o zn - - - - A ID a p z m TYPICAL NON-SALES J 0 z o I (TIT OF 2) 0 L) M o 0 o S a .^_, ` SPEAKER / TYPICAL CAMERA I TYPICAL CAMERA TYPICAL x 0 c i Eb.10 in in in m m m ` 1 SALES SPEAKER I Z © E6.11 cc J • m Q / ...- - L Q v Eb,10 E6.10 E6.11 EL' • vv v v r �r o- - Cl) UCCON 7<lj- - 12 © o L 1 _ I- h -.„- TOUCH < o� ECP I , I SCREEN 1- LL D 0 0 /� o °a0 _ CD Z ' EMS PANEL W 0 cc 2 AV = = TYPICAL FIT J Q m Z Q0 0 0 ROOM 0 2 bo IT O _7-_-_1-_ T -AN \ / O w DVR I I -- I-== cc cc H V ? f/) J z a A- -T I t \_ I T- I I •�' I ► , FLOOR w co o I TECHNOLOGY RACK I N �I I1 EIV' 0 1 E5.00 BACKWRAP TYPICAL CASHWRAP III 0) CL En z / ALL BRAND CODED NOTES GENERAL NOTES SYMBOL LEGEND ,,,""3-----) P O F�r.� m � LSA LQ CAP WITH LOCKNUT ��� C'1 N�F�q ��_ J E O AUDIO: 5 REMOTE STOCKROOM: O AUDIO: 13 ONE (1) 3/4 CONDUIT FOR EACH FIT ROOM. REFER TO Ig LINE REPRESENTS CONDUIT ABOVE CEILING BACK TO 1. REFER TO SHEET A0.00 FOR OWNER AND 6. REFER TO ELECTRICAL PLANS FOR ACTUAL 10. ALL BOXES TO BE RECESSED FLUSH WITH FRONT n -•-•-•- AUDIO WIRING c� .,:i O AUDIO CABLE FROM SPEAKERS IN SALES AND NON-SALES PLANS FOR QUANTITY. INDIVIDUAL DEVICE(5) SOURGE(5) LANDLORD RESPONSIBILITY SCHEDULE QUANTITY AND LOCATION OF DEVICES AND OF BOARD. AND PLASTIC BUSHING �, FRM GAT b NETWORK GABLE FROM TECHNOLOGY RACK TO CONDUIT WITH PULL STRING FOR IT CABLING. USED W/ $1 SSPE FRM PANEL REMOTE STOCKROOMS NOT ATTACHED TO STORE LOD TO TECHNOLOGY RACK. FIXTURES REQUIRING CONDUIT AND J-BOXES. o TELECOMMUNICATIONS AUDIO VOLUME 14 AUDIO: 0 ELEVATOR: 2. REFER SPEC BOOK FOR ELECTRICAL 11. JUNCTION/PULL BOX SIZES SHOWN ARE MINIMUM El OUTLET 8 CONTROLLER :. .. ..... i O2 TELEPHONE BOARD: b CCTV: 10 TECHNOLOGY RACK: ONE (1) CATSe CABLE BY A.V. TECH CONDUITS BY G.G. 4" X 4" J-BOX WITH 1" CONDUIT FOR EMERGENCY PHONE SPECIFICATIONS 7. ALL CONDUITS TO NAVE PULL STRINGS FOR TENDER PURPOSES BASED ON ENTERING g �� O ® DOUBLE SWITCH ® THERMAL IMAGING DIRECTIONAL -0' 1:!,,, PE ° ' ~_ MOUNT ON 24 X 24 X 3/4 F.R.T. PLYWOOD. MOUNTING 3" CONDUIT TO TECHNOLOGY RACK CONDUITS TO TECHNOLOGY RACK TO TERMINATE WITH FROM TECH RACK TO DGP-I PANEL. RACEWAYS. INCREASE SOX SIZE A5 REQUIRED IF m BOARD SECURED TO WALL STRUCTURE. INSULATED BUSHING. 20 MANAGERS WORKSTATION: 3. REFER TO SHEET El.10 FOR ELECTRICAL AND B. IF NO BAS OR CCTV PANEL IS SHOWN IN THE NUMBER OF CABLES OR CONDUCTORS EXCEED SOCKET PEOPLE COUNTER tt``• .,1 `\ �- ' N 15 AUDIO: SINGLE GANG MUD RING FOR QUAD DATA OUTLET. LIGHTING SCHEDULES LOSS PREVENTION PLAN OF THE CONSTRUCTION VOLUME LIMITATIONS IN ORDER TO COMPLY WITH TWIST-LOCK WIRELESS ACCESS k,� 7 O3 TELEPHONE: I1 AUDIO: 4" X 4" J-BOX WITH CONDUIT TO LANDLORD TELECOM O7 PEOPLE COUNTER: 3/4" CONDUIT TO FIRE ALARM PANEL FOR MUSIC ONE (I) TOUCH PANEL CAT b CABLE FOR EACH FIT ROOM 21 LOW VOLTAGE CONDUIT DRAWING SEF, THEN ELIMINATE ANY CONDUIT AND BS 7671 WIRING REGULATIONS. ® RECEPTACLE WAP POINT Fk� %� REFER TO ELECTRICAL SHEET E2.00 FOR EXACT CONDUIT, TO TECHNOLOGY RACK 4. REFER TO SHEET E1.20 FOR POWER RISER AND J-BOXES ASSOCIATED WITH EQUIPMENT. w EQUIPMENT. SHUT-OFF IF REQUIRED BY CODE LIGHTING DIAGRAM 12. ALL CONDUITS AND JUNCTION BOXES BELOW THE JUNCTION BOX; REFER TO NOTES LOCATION AND QUANTITY OF PEOPLE COUNTERS TO BE O 22 DATA CONDUIT 9. ADDITIONAL PHONE OUTLETS MAY BE REQUIRED. CEILING ARE TO BE ROUTED INSIDE NALL WITH OR 4 SUBMETER: 1b I.T. OR DRAWINGS FOR SIZES 3/4" CONDUIT FROM TECHNOLOGY RACK FOR GAT b RUN BACK TO IT RACK 12 ENERGY MANAGEMENT SYSTEM PANEL: CONDUIT TO TECI-INDLOGY RACK. 23 LINE VOLTAGE CONDUIT 5• REFER TO MECHANICAL SHEETS FOR INFORMATION SEE ELECTRICAL FLOOR PLANS FOR QUANTITIES. BOXES RECESSED UTILIZING A MUD RING TO A 1" CONDUIT FOR LOW VOLTAGE CABLING ON ENERGY MANAGEMENT SYSTEM PANEL THAT IS SURFACE MOUNTED ON PLYWOOD CABLE. REFER TDETAIL 5/E1.20, G/E6.00 AND U/E6.00 ® WIRELESS ACCESS POINT (WAP): 3/4" CONDUIT FOR CAT 5 CABLE FROM TECHNOLOGY 17 DATA CCTV AND I.S FOR KVM EXTENDER AND DATA OUTLETS MOUNTING BOARD OR TO FLOOR MOUNTED RACK, 11972 FOR ADDITIONALL INFORMATION. 4x4 J-BOX WITH SINGLE GANG MUD RING FOR WAP. SUCH AS TECHNOLOGY RACK a• 3-x TRANSMITTERS/RECEIVERS ARE POWERED THROUGH RACK. FROM TECHNOLOGY RACK ROUTED THROUGH CONDUIT TO • m w z THEIR SIGNAL LINES. MANAGERS DESK 'FEET 3 pg,,-(..) iiS IT SCHEMATIC SYSTEM Oma ; E6.10 amort ""}° E2.00 SCALE: NONE Plot Date: 1/24/2019 . 3 ... ' �H~ :t ' i 300mm(12in) I z : ;:a.�� r ,, ;-,,,•mr a, , ,,• •�.: ``NN ROOF STRUCTURE STRUT CHANNEL. 111 4:::::11) N • � \ CONNECTED TO..._..........,... .::::,::,,,._::•':f:3r : `1\\.\.\\\\\\\\\\ \;.........:..::��.., s.„y,` STRUCTURE i 6 /\/\/I (PROVIDED AND '• ialaaec.\u .,., ../ •..v '\ V\"""""\\\\ `� /\ ./ \/ V \ \ :.::IR;:� '• � iiil, VARIES _ _ ` INSTALLED BY G.C.) ...w ♦ I tnvv�r: p r/ _� = Q�`• ,'� '1 MIN. CLR. AT STRU k� �r\�� NOTE BOTTOM OF STRUT ! �\ � \ CHANNEL AT 15'-0” AFF. I £> (ALL INSTALLATIONS BELOW _ l ! �.--- © ALL GABLE GABLE TRAY THIS ELEVATION BY A.V. . _ L - ADDITIONAL AUDIO EQUIPMENT CONTRACTOR.) ABERCROMBIE & FITCH CO. O BOTTOM @ Il'-0". GC SHALL 6301 FITCH PATH —1 . COORDINATE MOUNTING NEW ALBANY, OHIO 43054 HEIGI-17S WITH Tl-{E PM. SPEED CLAMP 614-283-6500 J CLOSED EYE SCREW I� NON-SALES FLOURESGENT LIGHT A-30 BOTTOM AT I1'-0" LOCKING CARABINERal 234rnm (gain) BOUTIQUE CABIIET PLAN VEIN ® BOUTIQUE CARET SDE ELEVATION S BOUTIQUE CABHET FRONT ELEVATION I 1 SCALE: NONESCALENb"E SCALE: 'LE NONE SECURITY CAMERA - TOP -11e—----ite- PENDANT MOUNTED AT q'-0" I1 4 ROUTE WIRE T}-IROUGI-I 3/411 CONDUIT TRENCHED, AND CONNECT TO CIRCUIT NOTED ON FLOOR PLANS. SUPPORT NOOK 0 E EXIT/ EM ERG. LIGHT HANGER O ° © CINCH WIRE TO POLE BEFORE ATTEMPTING TO INSERT INTO WOOD PUCK. BOTTOM @ q'-6" —- - - _ __ 4110, 0 ..,:- 0 BOUTIQUE CABINET ANr. if © DUPLEX RECEPTACLE FOR BOUT E B ET D DRIVER. BOTTOM vIEW °' N U `. 1 O 'o � X 1` i . 0O c 4 ROUTE FLEX CONDUIT TO RECEPTACLES. I I I Cc o o U ° 0 NOTE: BOTTOM OF SPEAKER tEl ca co © TRENCH CONDUIT TO NEAREST NALL/COLUMN ENCLOSURE. FIXTURE L4B, (1) 50W _ _ _ _ -- AT 11'-0" AFF FOR CHAIN - N DRIVER. �' FII�I51-I FLOOR STORES AND 13-0 FOR OUTLET C� o PENDANT MOUNT STORES - LOUDSPEAKER N U N 6 ROUTE CONDUIT UP THROUGH REMOVABLE ACCESS PANEL. SIDE VIEW CC W w I ' E BOUTIQUE CABINET CONDUIT & DEVICES DETAIL G BOH CEILING ELEVATION DIAGRAM H PENDANT MOUNT LOUDSPEAKER - OPEN CLG a CZ SCALE: NONE E2.00 SCALE; NONE E4.00 SCALE: NONE MIN CONNECT SEISMIC m2 EQ. I EQ. le TAB SUPPORT SUPPORT HOOK —, idiPOINT TO HANGER a BUILDING • STRUCTUREfor) IL w (INSTALLATION •'. CD BY GC) O —- C-BRACKET OR _S\ MUD RING LONG EDGE BRACKET Q I I 1 I TILE RAIL E CY$ C-BRACKET LAY-IN - O Lu > CEILING TILE LU 0 . OR G.W.B. A B H VF CZ W 512 OR 515 24omm 253mm rij Q �_ O 0 (gain) (10in) Lu q V Lu p f SW-1 338mm 332mm 4 4 .rr f (13iin) (13in) _i U Q LLL 14-1 p {.+ LOUDSPEAKER DIMENSIONS z z IY z m t] I- 0 , I I � �� �-� MUD RING ©Lti Q rte ` 4t 1�� Li CEILING TILE INSTALLATION G.N.13 INSTALLATION NOTES: [COTES: INSTALL LOUDSPEAKER IN CENTER OF LAY-IN GENERAL CONTRACTOR TO INSTALL CEILING TILE. PRE-INSTALLATION MUD RINGS AT DESIGNATED ALL LOUDSPEAKERS TO HAVE C-BRACKET AND SPEAKER LOCATIONS. TILE RAILS POSITIONED ON TOP OF FINISHED JBL MTC-26MR FOR 512 AND 515 CEILING. JBL MTC-1971R FOR SW-1 DOG EARS CINCHED DONN AGAINST C-BRACKET. DOG EARS CINCHED DONN AGAINST MUD RING. TYPICAL CEILING LOUDSPEAKER PLACEMENT GUIDELINES LOUDSPEAKERS SHOULD BE PLACED AS CLOSE AS POSSIBLE TO LOCATIONS INDICATED ON AUDIO SYSTEM DRAWINGS. LOUDSPEAKER LOGOS TO BE TURNED TO RUN PARALLEL NI THE EDGE OF THE TILE OR NALL PROFILE AND ALIGNED IN THE SAME DIRECTION SPEAKER-TO-SPEAKER, ALIGN WITH LONG EDGE OF TILE WHEN RECTANGULAR TILE IS USED. F FLUSH MOUNT LOUDSPEAKER — FINISHED CLG E4.00 SCALE: NONE 1 R R A 1 A-30© i B-20 O (TIE) / "*. • E3-22 ,. w. i \ . . 0 e • 0 i w". < LA �T.\i� ::. r<trr , _ aaaaaaaaa s�..�, ;,;, t' _.r.; ..........,..,.y: ..\'^i1'.. -- •"'t,� .. H ___ _ h' x3 ...:i' x3 ... x3 x3 71 g _ — �. Q IY �. k \ cry marr qi z d .i�,' c cw Baur Lt.1 W � 3 ...............e'4r`� ay.r � ---- `c2>�'k • - '.".A`.�.. KukXUukf: _. �[;Iu,,. — 1...f" ...1 .. ... __ �.., t t Q GU uswir- 2 • .... lig I 14= \�\, of i r , h \\' NO*R4Ihf` i , iii © NCH CONDUITS lir O TRECD BETWEEN CASHWRAP AND - CD BACKWRAP WALL 1...4 TRENCH CONDUITS . Y TO BACKWRAP U O 0 LJ0_ W .. 0 Q a a ix • ,,,„,t..„,r„,„_,,t,.,,„_._.1YF„ ,,,,„,f!!,,,,,,,„ .\'.\16V,1•ti`,,,„ ,,,,..,,....,....,„„,,„_s__ :r! _ , I � O 111> ol. iit a < `. N it .% 1. 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FIXTURE LSA, USE (1) 50W DRIVER. w Q o) a En z 4 QUAD RECEPTACLE FOR BACKWRAP DEMAG. b p PROx O USB POWER CABLE TO BE CONNECTED TO QUAD RECEPTACLE FOR BACKWRAP DEMAG. ����� 1 N E VSs. b QUAD RECEPTACLE FOR P05 EQUIPMENT TO BE MOUNTED 70 FACE OF CASHWRAP. U 81 65PE.:>` 7 8-RECEPTACLE POWER STRIP * LAY ON BOTTOM OF CASHWRAP PANEL. ROUTE FLEX CONDUIT TO RECEPTACLES. ����4Y'Y 2' ;� ,` �, . R �. PI� � { CONDUITS DOWN IN WALL BEHIND BACK WRAP INTO TRENCH TO CASHWRAP -� 10 DATA RECEPTACLE. 11 RECEPTACLES AND DATA IN WALL 11972 n ate¢ . 3m 2. 3,7 x a z m SFEETw 3- � a 3 U:i {m S SECONDARY CASHWRAP COMPLEX PLAN B NOT USED A NOT USED z�aC ¢ 3 x x-, c, E3.00 SCALE: NONE SCALE: NONE SCALE: NONE E611 • Plot Date: 1/24/2019 I I I I I I I r :)1 1(: )1 1(: )1 CID 1(: ) CY') $ I I I 1 411111:310 ADJACENT TENANT I I I I I A D Ni ] A G N T T N A N T ABERCROMBIE & FITCH CO. 6301 FITCH PATH - - - - _Eli, - - - i''i - - - -- Hp - - - III - - 1'1 f 1 �- J. - - - NEW ALBANY, OHIO 43054 TI L... I I .. I I i .. •-I-I---r ---I .' j[ II . .. I . LgEgiBLI11-1 �.,_,......-..i, liiil " --' p1 ! , I ' r TI I I ,+ T ' 614-283-6500 I I I ! I •• - I I , 1 i i '.. = 1 LLL ==:.mus, �,L,,�= a���„3� 1 I I DISPLAY �'�® l ®CCTV �¢ LOUNGE _ ___-_ = - 145 li=11 - I I I 107 L , ®CC , ®C�T V •{ -N I I cc.„ I►ASHWRAP '" ADA FITTINGIT L104 liggE I 1 •O I I • • R 4 • _ - - `� d 0 I I I I I I E 9 I- I I I I I I l - L - - - ° - - Clr) I C.0)1 o 0 �Ir - - 1= !� ]� III Fl 1 - I I 1 14 Fl I111 I I I I l I I ! I I LI.J j it I I RIM r�i TVG i aNG T ,1NG > i i r H �, = I I I.»2 I I 1 m L110 I �1os 1oa - - - - - - � � I I I K ' BOUTIQUE - '° T niSERVICE 1 1 i � = ' ' _ �1 I I 1 I I I I I I 1 -_ �_ = Irr co FE }- a _ __ __ aI _ _ T RDOR • U • w LL I la ;� I��: -1 `', '�I -- 0 -L. 103 O - 1- I _ _ - � - - 1 { _ N lI - - r__I-1 Q C t 01 CLI railimimi. u_ = CO 1{N.I.C. Cr .. - _ - _ _fir Lo -o m NJ - - - _L - �I •o up ft 1 - I � - - rDi r111. CC _p__„_, Titam ENTRY i ail� ' I I 1 II ii I i - i •j I " i itaill k.4.11111 _ _ _ _ _ _ _ � _ _ z _ - • i- f _ I� � � I I SALES I I I l ! ` \1 \ ` _ 1 = _ _ _ _ _ Y-I- -�- I 1 4/_L_ ! "IiT I -_�I -_�I I f 1 _ _i_ 1 , - 1 ,I ci I _ og© O _ H _ _ _ I I I I i e U • • _ _ ,_-_r I _ O 1 I 1 � _ � L . 0 � _.... - - - - - I - � OJ I ✓ 1 ,,,,,, _______--- , I I1I1 Ii1 ] (1L I1 4 -L -L -L - , -L _ ! III! I -- _, _.1 . IIII d 1 k ~I ! U ELECTRICAL ' iF V IA•11yr.1 I. a �` �- - - rni �� � �� - _ - �- -J 40. - - - - E ��111 _ i z_:< _ II A ESSOS -- !DISQ iu - u iLi CID QV E OU G R I I ,- IM I I 1 -i 102 - y1 - X 0 > zrQ - o I -� 1 - I 1:_ !, -[ - L U aw ILID•o Dzz -STOCKROOM • II F i - L - I I - I z \ ! ❑ a I , i ,m 134 I , - : -_ _ _ _ 6 0_ i 1 4 I � ss I m h r-- I 7 CTV � , II \� \ Z 1 i] )......ini,ril I I I I I l I 1 1- �14 - - - © I�__ I 1 1 I I i 1 1 I I 1 1 i 1 1 r , ' ' I r E _ _ - - - � -- � - - -- - i _ - - - -- - - - - - - ,r- - - F 7 H - - I- - -Hi - � 1.--il -I I I I I I 1U I I. rk 1 I -: 1 1 A D J A G E N T 1 T E N A N T kn 1 I lO U t I ADJACENT TENANT ii • N.I.C. r 4,--- , 1 • I I 1 R R . FLEX SALES I AiDo® , 116 I Illoo I W .. - R I 0 � Q w Li 9 Q + i �, 1 I I , --- UNISEX l • a cc ce o w w RESTROOM CD � V) I © I } I II - Q Q O 1 m m m _-- 131 `�: X 1 --- hi-, if 1 x �,_I I ch 0 _ _ I 0 FIRE PROTECTION PLAN - - o m 0 I 1 1/4" = 1'-p° _ = w o Z.. O a FIRE PROTECTION GENERAL NOTES FRE PROTECTION PLAN NOTES LEGEND CA o A. EQUIPMENT AND INSTALLATION 4. ALL SPRINKLER LINES SHALL BE INSTALLED CONCEALED, AVOIDING 16. THE FIRE PROTECTION CONTRACTOR SMALL COORDINATE THE LAYOUT OF 27. ORDINARY HAZARD (GROUP 2) AREAS: SYMBOL DESCRIPTION Q INTERFERENCE WITH LIGHTS PIPES ETC. OI FIRE PROTECTION CONTRACTOR SHALL PROVIDE DIMENSIONED SHOP DRAWING OF )- I. SPRINKLER HEADS: r DUCTS, r STORAGE DECK FIRE THE FIRE PROTECTION SYSTEM WITH ALL TRADES AND ARCHITECTURAL HEAD LOCATIONS TO OWNER PRIOR TO THE INSTALLATION OF THE SPRINKLER DROPS. CC Z PROTECTION CONTRACTOR SMALL PREPARE COORDINATED SHOP DRAWINGS REFELECTED CEILING PLAN PRIOR TO INSTALLATION. DENSITY: 0.20 GPM/SQ.FTCONTRACTOR SMALL CLOSELY COORDINATE MEAD LOCATIONS TO B£ CENTERED ON • CONCEALED SPRINKLER HEAD O A. ALL SPRINKLER HEADS 51-TALL BE NEW (HEADS IN EXISTING STORES ARE NOT INDICATING THE LOCATIONS OF ALL SPRINKLER HEADS, SPRINKLER LINES, DESIGN AREA: MOST DEMANDING 1500 SQ. FT. WITH BLACK FINISH TO SE REPLACED UNLESS NOTED OTHERWISE). HEADS SHALL BE U.L., F.M. LIGHTS GRILLES REGISTERS PRIOR TO INSTALLATION. WOOD BOARDS. CUSTOM ORD1=R COVER PLATES PER OWNER DIRECTION, LIGHTS, DIFFUSERS, GRIES A 17. THE FIRE PROTECTION CONTRACTOR SHALL CENTER (WITHIN 1u) ALL MAX SPRINKLER COVERAGE: 130 SQ. FT./HEAD Q LISTED AND APPROVED AUTOMATIC SPRAY TYPE AS MANUFACTURED BY 5. WHERE POSSIBLE, REWORK THE EXISTING SPRINKLER SYSTEM TO MEET THE PENDENT SPRINKLER HEADS 1NSTALLLED IN ACOUSTICAL LAY-IN CEILING HOS£ DEMAND 250 GPM CONCEALED SPRINKLER HEAD GRINNELL, RELIABLE, OR VIKING. NHH DURATIONfoo MINUTES WITH WHITE FINISH 0 L B. ALL SPRINKLER HEADS SHTILES. ALL SPRINKLER HEADS 1N CEILINGS SHALL BE SYMMETRICAL WITH : ALL BE RATED FOR 165°F UNLESS INDICATED NEW REQUIREMENTS OF THIS DESIGN. RELOCATE ALL MAINS AND BRANCHES 0 �` OTHERWISE ON DRAWINGS OR REQUIRED BY LOCAL CODES. INTERFERING WITH CEILING HEIGHTS, EQUIPMENT, AND MAJOR COMPONENTS LIGHTING AND AIR DEVICES. SPRINKLER HEADS ARE REQUIRED ABOVE THE SEMI RECESSED SPRINKLER Z V) INCLUSIVE OF ADJACENT TENANTS AND MALL COMMON AREAS. REMOVE ALL CEILING IN ALL AREAS OF CONCEALED SPACES. 25. WHEN COMPLETED, THE ENTIRE FIRE PROTECTION PIPING SYSTEM SHALL BE o o C. ALL SPRINKLER HEADS ARE TO PAVE A FACTORY APPLIED COLOR FINISH. NHYDROSTATICALLY TESTED AS REQUIRED BY THE RULES AND REGULATIONS OF HEAD (WHITE OR BLACK) .¢ = LJ.I Z Q LI- VERIFY HEAD TYPES AND COLORS WITH ABERCROMBIE UNUSED PIPING.FITCH 18. A LANDLORD APPROVED FIRE PROTECTION CONTRACTOR SHALL BE THE AUTHORITIES HAVING JURISDICTION. SYSTEM SHALL SHOW NO SIGNS OF 1 CCZ N CONSTRUCTION MANAGER AND SUBMIT WITH SPRINKLER DRAWINGS FOR 6. FURNISH AND INSTALL A VALVED TEST CONNECTION IN AN ACCESSIBLE EMPLOYED BY THE MECHANICAL CONTRACTOR TO PERFORM ALL LEAKAGE OR OTHER DEFECTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR QU UPRIGHT SPRINKLER MEAD I-, Q 1- N PERMIT. LOCATION FOR THE SPRINKLER SYSTEM AS REQUIRED OR REQUESTED BY THE SPRINKLER SYSTEM MODIFICATIONS. DAMAGE TO THE WORK OF THE OTHER CONTRACTORS OR TO THE BUILDING, Z Q 0 D. SPRINKLER HEAD TYPES SHALL BE AS FOLLOWS: MALL, LOCAL INSPECTOR, OR INSURANCE CARRIER. COORDINATE LOCATION OR TO ITS CONTENTS, PEOPLE, ETC., CAUSED BY LEAKS IN ANY OF THE CONCEALED SPRINKLER HEAD Q 0 Z w Z 1. "SALES" AREA SPRINKLER HEADS ARE TO BE COLOR AS SCHEDULED WITH LOCAL FIRE PROTECTION OFFICIAL PRIOR TO ROUGH N. 19. PROVIDE O.S. $ Y. VALVE, FLOW SWITCH AND TAMPER SWITCH A7 EQUIPMENT INSTALLED BY HIM. ALL REPAIRS OR REPLACEMENT OF DAMAGES 0 WITH BUSHED METAL FINISH ao (n = UPRIGHT PENDANT HEADS WITH COLOR AS SCHEDULED ESCUTCHEON. PROPERLY COMPLETED AND SIGNED "SPRINKLER CONTRACTOR'S MATERIAL AND CONNECTION(S) TO LANDLORD'S SPRINKLER MAIN. SHALL BE AT THE CONTRACTOR'S EXPENSE. SIDEWALL SEMI-RECESSED 0 W z ES BASED ON RELIABLE AND ALTERNATE MAY BE VIKING OR GRINNELL 7. Q AND MUST BE APPROVED HY THE OWNER'S CONSTRUCTION MANAGER TEST CERTIFICATES" SHALL BE FURNISHED TO THE LANDLORD, AUTHORITIES 20. WHENEVER POSSIBLE ALIGN SPRINKLER HEADS WITH LIGHT FIXTURES, AIR > SPRINKLER HEAD � m O 3 Q PRIOR TO ORDERING AND ANY INSTALLATIONS. ALL EXPOSED PIPING HAVING JURISDICTION, AND ABERCROMBIE 4 FITCH'S CONSTRUCTION MANAGER. DEVICES AND TO CENTER OF TILE. THE PATTERN IN EACH ROOM SHALL 2 H w 0w SHALL BE PAINTED BLACK IN COLOR AND MUST BE COORDINATED 8. SPRINKLER HEADS LOCATED IN CEILINGS OR WALLS BELOW 5'-0" ABOVE THE BE CONSIDERED INDEPENDENT OF OTHER ROOMS. 0 0 Z Z !- NM WITH ALL TRADES. FINISHED FLOOR AND ABOVE STORAGE DECKS ARE TO BE CONCEALED. (� _ (/) J Z 2. "NON-SALES" AREA SPRINKLER HEADS ARE TO BE WHITE UPRIGHT 21. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR CEILING cl. FURNISH AND INSTALL 10 LB. TYPE "ABC" FIRE EXTINGUISHERS, WITH CABINETS HEIGHTS AND GENERAL COORDINATION. CC Cl) M ~ w PENDANT HEADS. BASED ON RELIABLE AND ALTERNATE MAY BE W w Q ir -1 VIKING OR. GRINNELL. IF REQUIRED, AND AT LEAST A "2AIOBC" RATING. LOCATIONS TO BE 22. ROUTE ALL PIPING AROUND ELECTRICAL PANELS. COORDINATE WITH CO ti ESTABLISHED IN THE FIELD BY THE LOCAL FIRE PROTECTION OFFICIAL. 0 3. NON-SALES OFFICE AND LAVATORY AREA SPRINKLER HEADS ARE MAXIMUM TRAVEL DISTANCE BETWEEN EXTINGUISHERS SHALL BE 75 FEET OR ELECTRICAL CONTRACTOR. I= Q CT) CL to ft- TO BE SEMI RECESSED TYPE WITH WHITE ESCUTCHEON. LESS AS REQUIRED BY LOCAL CODES. 4 "MALL BULKHEAD" AREA SPRINKLER HEADS ARE TO BE FULLY 23. PROVIDE SPRINKLER HEADS GUARDS IN ALL LOCATIONS SUBJECT TO CONCEALED ADJUSTABLE SCREW TYPE WITH WHITE COVER PLATE. 10. SPRINKLER CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE SPRINKLER DAMAGE. 5_ SYSTEMS. WATER TIGHT INTEGRITY UNTIL SUCH TIME AS ABERCROMBIE i 71:4: OFa 2. PIPING: FITCH OCCUPIES THE FACILITY. ANY WATER DAMAGE PRIOR TO THIS TIME 24. THE INTENT OF THIS PLAN IS TO INDICATE THE GENERAL LAYOUT OF THE �S� m A. SCHEDULE 40, BLACK STEEL PIP£, ASTM A-53 FOR FERROUS PIPING, SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SPRINKLER HEAD LOCATIONS. FIRE PROTECTION CONTRACTOR 15 `cE�, X42 : :WELDED AND SEAMLESS, ANSI B-36-10-70 FOR WROUGHT STEEL PIPE. RESPONSIBLE FOR THE EXACT LOCATION OF ALL SPRINKLER HEADS AND4B. CAST IRON OR MALLEABLE IRON SCREWED FITTINGS FOR PIPES 2 11. PROVIDE SPRINKLER HEADS (UP RIGHT) ABOVE THE CEILING IN TYPES OF HEADS USED. 5P'wco INCHES AND SMALLER. SCREWED OR CAST IRON FLANGED JOINTS CONCEALED SPACES HAVING EXPOSED COMBUSTIBLE CONSTRUCTION. 2 FOR PIPES LARGER THAN 2 INCHES. 25. SPRINKLER PIPES FEEDING COVERAGE BELOW STORAGE DECKS ARE TO BE 12. ALL FIRE PROTECTION EQUIPMENT ESSENTIAL TO SUCCESSFUL SYSTEM + :: C. GALVANIZED OR BLACK MALLEABLE IRON WITH BRASS SEAT SCREWED OPERATION SHALL BE UL LISTED FOR FIRE PROTECTION SERVICE. FED BY ROUTHING LINES DOWN FULL HEIGHT WALLS AROUND PERIMETER 7017 * F �4 UNIONS FOR PIPES 2 INCHES AND SMALLER. OF DECK. FULL OPEN CLEARANCE OF STORAGE DECK IS TO BE �� /}• 2 jam• `,' co D. VICTUALIC TYPE COUPLINGS ARE ACCEPTABLE, WHERE APPROVED BY 13. ALL VALVES CONTROLLING WATE=R SUPPLIES SHALL BE PROVIDED WITH MAINTAINED. 9 FI � C�• �/ °CODE AND THE LANDLORD. TAMPER SWITCHES. E. ALL SPRINKLER PIPING THAT IS EXPOSED SHALL BE CLEANED t 26. HYDRAULIC DESIGN CRITERIA FOR LIGHT HAZARD AREAS: I. PRIMED FOR PAINT APPLICATION. 14. THE FIRE SPRINKLER SYSTEM SHALL BE SUPERVISED BY AN APPROVED m DENSITY: 0.10 GPM/SQ.FT 3. A FIRE PROTECTION SYSTEM TAP 15 NORMALLY FURNISHED BY THE LANDLORD. CENTRAL STATION, PROPRIETARY STATION, OR REMOTE STATION DESIGN AREA: MOST DEMANDING 1500 SQ. FT.VERIFY IN FIELD PRIOR TO BID. SPRINKLER SPACING SHALL NOT EXCEED 130 e A MONITORING SYSTEM IN ACCORDANCE WITH N.F.P.A. 72, AND LOCAL MAX SPRINKLER COVERAGE: 225 SQ. FT./HEAD 130 SQ. FT. FOR 11972 3 1_,_42 SQ. FT. IN "SALES" AREAS AND 100 SQ. FT. IN "STOCK" AREAS. COMPLY WITH AUTHORITY HAVING JURISDICTION. DRY SYSTEM) 'D z Z LANDLORD'S DESIGN CRITERIA AND LOCAL CODES IF MORE STRINGENT. PIPE 15. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE WIRING OF ALL HOSE DEMAND: 100 GPM T -'s b N SIZING SHALL BE BASED ON NFPA 13 ORDINARY HAZARD CLASSIFICATION. ELECTRICAL FIRE PROTECTION DEVICES AND EQUIPMENT WITH THE DURATION: 30 MINUTES wmmUU =x'-} ELECTRICAL AND/OR FIRE ALARM CONTRACTOR. ALL FIRE ALARM WIRING co "^{m BY ELECTRICAL CONTRACTOR. ALL DEVICES SHALL BE FURNISHED AND FP2.00 „,_ o W INSTALLED BY THE FIRE PROTECTION CONTRACTOR. Plot Date: 1/25/2019 EXAMINE DEAD LOAD AND G LOAD CONDITIONS COMMON WORK RESULTS FOR 17. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF M. SLEEVES 3. SELECTING DEVICES. ADJUST FOR PROPER ALLIGNM NT AND N 3. EXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT " " THE SYSTEMS TO THE FOLLOWING PRESSURE CLASSIFICATIONS: CEILING GRILLES, REGISTERS AND DIFFUSERS WITH THE 1. THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT LOADING. AVOID GROUNDING THE ISOLATOR. HEATING VENTILATING AIR ARCHITECTURAL REFLECTED CEILING PLANS. EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SEQUENCEO O Z TION OR SUPPLY DUCTS: 2" W.G., POSITIVE RETURN AND EXHAUST DUCTS: � 4. CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE CONDITIONING 18. DUCTWORK SHALL NOT BE LOCATED OVER THE TOP OF ANY SHALL EXTEND THROUGH IT'S RESPECTIVE FLOOR, WALL OR ISOLATING DEVICE AND AT THE UPPER AND LOWER }--VAC, SYSTEM 2" W.G., NEGATIVE. ta I I 1„,.... ELECTRICAL PANELS OR EQUIPMENT. PARTITION AND SHALL BE CUT FLUSH WITH EACH SURFACE ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. SECTION 230500 19. DESIGN OF THE NON-DUCTED RETURN AiR PLENUM CEILING IS EXCEPT SLEEVES THAT PENETRATE THE FLOOR, WHICH SHALL SECTION 230 1cf3 EXCEPT WHERE OTHERWISE INDICATED, USE DUCT SEALANTS OF BASED ON THE REQUIREMENT THAT ALL MATERIALS IN THE EXTEND 2" ABOVE THE FLOOR. CONTRACTOR MUST COORDINATE 5. CONSULT MANUFACTURER FOR APPLICATION DATA, THE FOLLOWING PRESSURE CLASSIFICATIONS:RETURN AIR PLENUM CEILING ARE ALL LABELED AS PLENUM THROUGH THE LANDLORD ANY CORE DRILLING OR CUTTING OF A. SEQUENCE OF OPERATIONS SUPPLY DUCTS: CLASS B - 3" W.G. RETURN AND EXHAUST A. NOTE RATED AND MEET THE FLAME * SMOKE SPREAD 2. gRe€IN I VI ,r ttfil�RA-IggiUk14IL FRE RATED WALLS AND/OR B. FLEXIBLE CONNECTIONS DUCTS: CLASS C - 2" N.G. REQUIREMENTS FOR PLENUM INSTALLATION AND THE FLOORS SHALL BE FIRE SEALED WITH CALCIUM SILICATE, SILICONE I. FLEXIBLE COLLARS IN ALL CONNECTIONS BETWEEN VIBRATING 1. THE ENERGY MANAGEMENT SYSTEM (EMS) HAS A BUILT IN TIME IN ACCORDANCE WITH THESE CONSTRUCTION AND SEALANT 0 1. ANY REFERENCE TO TENANT'S OR OWNER CONSTRUCTION APPROVAL OF A RETURN AIR PLENUM FROM THE LANDLORD. IF "REETVqq",, FOAM, "3M" FIRE RATED SEALANTS OR EQUAL, SO AS TO EQUIPMENT (FANS, AIR HANDLERS, ETC.) AND DUCTS OR CLOCK WHICH SHALL HE SET FOR OCCUPIED AND UNOCCUPIED PRESSURE CLASSIFICATIONS, MAXIMUM DUCT AIR LEAKAGE WILL MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO THE STATE THE D1TIONS AMD AMONOT BE UNT BE ADDED TO THEBASECTOR SHALLBID FOR A 3. REM. _ERE_ MASONRY WALLS, FLOORS, AND CASINGS. FLEXIBLE CONNECTIONS WHERE DUCTS CROSS BUILDING HOURS. THE EMS SHALL CONTROL EVERY PIECE OF PRIMARY HVAC NOT EXCEED 5% AS REQUIRED FOR FINAL AIR BALANCE APPROVAL. OWNER. EXPANSION JOINTS. EQUIPMENT. UPON A LOSS OF SIGNAL FROM EMS, THE CONTROL TOTALLY DUCTED RETURN AIR SYSTEM. PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED BOARD IN EACH PIECE OF PRIMARY HVAC EQUIPMENT SHALL 4. ROUND DUCTWORK SHALL BE GALVANIZED STEEL WITH SPIRAL 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING 20. CONTRACTOR 15 RESPONSIBLE TO INQUIRE WITH THE WITH SMOOTH EDGES. FOR OTHER THAN MASONRY PARTITIONS, 2. FLEXIBLE CONNECTIONS SHALL HE CONSTRUCTED OF NEOPRENE- MAINTAIN A SET POINT OF 71.F IN THE COOLING MODE, AND 68°F IN LOCK SEAM CONSTRUCTION FOR ALL SIZES 14" DIAMETER AND GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER LANDLORD'S REPRESENTATIVE ON ANY SMOKE EVACUATION THROUGH SUSPENDED CEILINGS, OR FOR CONCEALED VERTICAL COATED FLAMEPROOF FABRIC. PROVIDE ADEQUATE JOINT THE HEATING MODE. THE EMS SHALL CONTROL THE LIGHTING AS LARGER. ROUND DUCTWORK SIZES 13" DIAMETER AND SMALLER SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SYSTEM IN USE AT THE MALL AT THE TIME OF THE BID. IF PIPING, SLEEVES SHALL BE NO. 22 U.S.G. GALVANIZED STEEL FLEXIBILITY TO ALLOW FOR MOVEMENT AND PREVENT THE WELL AS THE HVAC UNIT(S) AND SHALL 13E EQUIPPED WITH TWO MAY BE SNAP- LOCK CONSTRUCTION. ALL EXPOSED ROUND ABERCROMBIE & FITCH CO. SECTIONS OF DIVISION 23. THE SAID SYSTEM IS NOT ADEQUATELY DESCRIBED ON THE DRAWINGS, THE CONTRACTOR IS RESPONSIBLE TO INFORM N. FRACAC NSPECTK}NS C. 1 1 tt .�IBRATION. -{OUR OVERRIDE PUSH-BUTTON TO TURN THE LIGHTS ON DURING DUCTWORK SHALL BE SPIRAL LOCK SEAM REGARDLESS OF SIZE. 6301 FITCH PATH UNOCCUPIED HOURS. EM5 SHALL ALSO HAVE A LAN CONNECTION ALL SNAP LOCK SEAMS SHALL BE SEALED AS DESCRIBED IN 3. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED TO THE GENERAL CONTRACTOR AND INCLUDE THE COST AS A 1. ASiDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, 1. FLEXIBLE AIR DUCT SHALL BE 1" INSULATED CLASS 1 AND RATED FOR REMOTE MONITORING AND CONTROLLING. THESE SPECIFICATIONS. ROUND FITTINGS SHALL BE GALVANIZED NEW ALBANY, OHIO 43054 READ THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL SEPARATE LINE ITEM IN THE BID. NO ADDITIONAL MONEYS OWNER SHALL HAVE AN INDEPENDENT HVAC CONTRACTOR INSPECT FOR THE OPERATING PRESSURE OF THE SYSTEM. DUCT STEEL WITH SPOT WELDED AND BONDED CONSTRUCTION. 614-283-6500 DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE SHALL BE AWARDED FOR TIE-IN REQUIREMENTS TO A THE FINISHED HVAC INSTALLATION UPON COMPLETION FOR CONSTRUCTION MATERIAL (PLASTIC, CLOTH, ALUMINUM) MUST 2. SENSOR OPERATION: EACH UNIT SHALL HAVE TEMPERATURE DUCTWORK SHALL BE AS MANUFACTURED BY UNITED MCGILL, COORDINATION OF THE WORK AND THE WORK OF THE LANDLORD'S SMOKE EVACUATION SYSTEM THAT IS IN COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE ADHERE TO LOCAL CODES AND LANDLORD'S REQUIREMENTS AND SENSORS. THE TEMPERATURE SENSOR SHALL AVERAGE THE SPACE 5. i21 0140, 5ftRRAEiftgeaVY-AlggtiAt,TEEL DUCTWORK MAY BE USED IN SUBCONTRACTORS WiTH ALL DIVISIONS OF WORK. IT IS THE EXISTENCE AT THE TIME OF THE BID, WITHOUT HAVING INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL 2. 1. 1 1Z Cl'U 11'NO 1:1 DIEP.USED IN VERTICAL TEMPERATURE AND SHALL HAVE A DEAD BAND SETTING OF +/-1°F. PLACE OF RECTANGULAR DUCTWORK WHEN ABOVE CEILING CONTRACTORS RESPONSIBILITY TO PROVIDE THE IDENTIFIED A SEPARATE LINE ITEM FOR THE SMOKE ITEMS REPORTED BY THE INDEPENDENT HVAC CONTRACTOR UP TOAPPLICATIONS WITHOUT PRIOR APPROVAL FROM OWNER THE SENSORS ARE NOT CONTROL DEVICES, THE EMS WILL CONTROL CLEARANCES PERMIT AND EQUIVALENT FREE AREA 15 MAINTAINED, SUBCONTRACTORS WiTH A COMPLETE SET OF BID DOCUMENTS. EVACUATION SYSTEM AT THE TIME OF THE BID. PLANS AND SPECIFICATION REQUIREMENTS. CONSTRUCTION MANAGER UNLESS NOTED OTHERWISE. THE UNIT(S). WITH THE FOLLOWING EXCEPTION; ALL SUPPLY AND RETURN 21. THE CONTRACTOR SHALL FURNISH AND INSTALL 2. CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE TO DUCTWORK WITHIN 15 FEET OF THE AIR HANDLER MUST BE "'-0IN LENGTH AT 4. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE IDENTIFICATION ON ALL ROOFTOP EQUIPMENT. PROVIDE TENANT AND LANDLORD. SUBMIT TWO COPIES OF ALL TEST 3. FLEXIBLE DUCT SHALL NOT EXTEND OVER 53. COOLING MODE: DURING OCCUPIED HOURS, THE SALES AND RECTANGULAR WHERE ROUND DUCT SUBSTITUTION WILL TAKE COMPLETION AND INSPECTION OF THE WORK AND THE WORK OF PLASTIC LAMINATED PLATE OR STENCIL WITH 2" HIGH BLACK REPORTS TO THE TENANT AND TWO TO THE LANDLORD. ANY ONE LOCATION. NON-SALES AREA SHALL BE MAINTAINED AT A TEMPERATURE OF PLAGE, SUBMIT A SKETCH AND CHART SHOWING EQUIVALENT HIS SUB- CONTRACTORS WORK TO COMPLY WITH THE OWNER LETTERS, INDICATING TENANTS NAME AND SPACE NUMBER. 4. NO FLEXIBLE DUCTWORK UPSTREAM OF VAV BOX 71°F. DURING UNOCCUPIED HOURS, ALL AREAS SHALL BE ROUND CONVERSIONS OF RECTANGULAR DUCTWORK TO OWNER FOR SCHEDULE AND THE PROJECT COMPLETION DATE. VERIFY ACTUAL REQUIREMENTS WITH LANDLORD. MAINTAINED AT 80°F. AIR CONDITIONING UNITS SHALL MODULATE APPROVAL PRIOR TO FABRICATION OR INSTALLATION. I- 22. COORDINATE THE EXTENSION, MODIFICATION, FINAL CONNECTION GENERAL DUTY VALVESTO SATISFY ROOM THERMOSTAT SET POINT. EQUIPMENT SERVING ep AS A CROSS BREAK ALL FLAT SURFACES OR REINFORCE 0 o 6. "- 5. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS IDENTIFICATION --VAC: PIPING AND VIDEO WALL MONITORS AND CABINET TO BE SET TO OCCUPIED MINIMUM, „ „ v OF BID TO DETERMINE CONDITIONS AFFECTING THE WORK. WITH THE LANDLORD'S FIELD REPRESENTATIVE. SECTION 230323 MODE DURING ALL HOURS OF THE DAY. WITH A BEAD APPROXIMATELY 3/8 WIDE X 3/16 DEEP ON 12" LU y , ANY ITEMS WHICH ARE NOT COVERED IN THE BID DOCUMENTS 23. PROVIDE ACCESS FOR ALL LANDLORD AND TENANTQUIfi�MNT CENTERS TO PREVENT VIBRATIONS, REGARDLESS OF DUCT GAUGE. cn co a SHALL BE BROUGHT TO OWNER'S ATTENTION. THERE ARE NO COMPONENTS REQUIRING PERIODIC INSPECTION AND SERVICE A. VALVES SECTION 230353 4. HEATING MODE: DURING OCCUPIED HOURS, THE SALES AND 7. INSTALL FACTORY MANUFACTURED DOUBLE THICKNESS TURNING 6 - x SUBSTITUTIONS. SUBMITTAL OF BID SHALL SERVE AS THAT ARE LOCATED WITHIN THE SPACE OR REQUIRE ACCESS NON-SALES AREAS SHALL BE MAINTAINED AT 68°F. DURING VANES IN ALL RIGHT ANGLE ELBOWS OVER 36" IN LENGTH. EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY THROUGH THE SPACE. DEMONSTRATE ACCESS TO ALL 1. BALL VALVES UP TO AND INCLUDING 2" SHALL BE BRONZE, ONE A. EQUIPMENT LABELS/PIPE MARKERS UNOCCUPIED HOURS, ALL AREAS SHALL BE MAINTAINED AT 65°F. INSTALL,,���� FACTORY MANUFACTURED SINGLE THICKNESS TURNING cc 0 o MODIFICATIONS WHiCH ARE REQUIRED TO MEET THE INTENT OF 24. HIDDEN COMPONENTS FOR THE LANDLORD'S FIELD PIECE BODY, FULL PORT, 600 PSI, STAINLESS STEEL BALL, PTFE I. FURNISH AND INSTALL PIPE IDENTIFICATION MARKERS ON ALL AIR CONDITIONING UNITS SHALL MODULATE TO SATISFY ROOM 8. YAWL ircNIDWell,~ CTANGULAR METAL DUCT WITH 0 0 THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE REPRESENTATIVE PRIOR TO OCCUPANCY. CONDENSATE DRAIN TEFLON SEATS AND STEM SEAL, LEVER HANDLE AND BALANCING PIPES INSTALLED UNDER THIS CONTRACT. MARKERS SHALL BE THERMOSTAT SET POINT. E -o t,.} SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FROM RTU. MINIMUM DRAIN SIZE TO BE 1". CONDENSATE DRAIN SUPPORT SYSTEMS INDICATED IN SMACNA STANDARDS. SUPPORT u1 STOPS, SOLDER OR THREADED ENDS WITH UNION. A MINIMUM OF 1-1/2" X 8" AND IDENTIFIED IN ACCORDANCE WITH 6 N B. ,PEF,�j1OF WORK. TO BE TRAPPED WITH A TRAP DEPTH OF 1.5 X UNITS TOTAL 5. VENTILATION AIR MODE: DURING OCCUPIED HOURS, THE TOILET HORIZONTAL DUCTS WITHIN 2 FEET OF EACH ELBOW AND WITHIN 4 0 �, t�!! VV �� THE BACKGROUND AND LETTER COLORS ISSUED BY THE FEET OF EACH BRANCH INTERSECTION USING DOUBLE STRAP _' N STATIC PRESSURE, MINIMUM 5" DEEP. DRAIN SHALL 2. BALL VALVES LARGER THAN 2 1/2 SHALL BE BRONZE, TWO PIECE EXHAUST SYSTEM SHALL OPERATE UNDER EMS TIME SCHEDULE. 6 - I ITY O TERMINATE AT MOP BASIN WITHIN TENANT SPACE. SUPPORTSAMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). MARKERS HANGERS ON EACH SIDE OF FITTING. SUPPORT VERTICAL DUCTS N U 1 ��' ��• j y FIN} � O II2F THE FOR CONDENSATE LINES TO HE 4"x4"x12" TREATED BLOCKING BODY, FULLLATS AND STEM SEAL,STAINLESS HANDLE BALL,ANBALANCING SHALL IBE MANUFACTURED BY CHAMPION AMERICA INC. REMAIN SHUT.UNOCCUPIED HOURS, THE TOILET EXHUAST SYSTEM SHALL AT A MAXIMUM INTERVAL OF 16 FEET AND AT EACH FLOOR. NO `•�r11Ro •`T1l=G�tl<:I7KcSP �I� ` 1� �p�r� I � T�I;AIE � TBIP9. D APPURTENANCESMASTIC ON MODIFIED BITUMEN PAD. PIPE SUPPORTS TO STOPS, THREADED ENDS WITH UNION. 2. PTPIN SHR�4.q! I� IFL�IED AS FOLLOWS: CHILLED WATER WOOD SHALL BE USED TO SUPPORT OR BRACE DUCTS. PROVIDE IX Lij (UNLESS NOTED OTHERWISE). E , „ RETURN, CHILLED WATER SUPPLY, CONDENSATE, HOT WATER 6. FRESH AIR WITH HEAT RECOVERY: DURING OCCUPIED HOURS, THE SWAY AND SEISMIC BRACING AS REQUIRED BY STATE AND LOCAL Pati sEle CED NO MORE THAN 6 -O APART. ROOFTOP/EXTERIORp B. DUCTWORK FITTINGS DAMPERS AND INSULATION. 3. SWING GHEGK 2-INCH AND SMALLER: GLASSITCAST ` , 9. 1R S5C 9I ROUGH ROOFS AND FLOORS, PROVIDE AS ' ' 1. /�•1�'I11d�Q� #'I+- L$1QAI�I�AT� $ FCb;�fst�OtgRt�SEl�,if�y'q�'"LHE VALVES, 150, RETURN HOT WATER SUPPLY CONDENSER WATER RETURN FRESH AIR DAMPER SHALL BE DRIVEN OPEN AHU SHALL ENERGIZE L D. CURBS, ROOFING, AND STEEL FRAMING FOR SUPPORT BRONZE BODY AND CAP CONFORMING TO ASTM B 62 WITH AND CONTINUE TO OPERATE. SUPPLY AIR WILL RECOVER SOME " „ " '�, COUNTY'S, CITY'S AND LOCAL CODES AND CONDENSER WATER SUPPLY, REFRIGERANT LIQUID, REFRIGERANT MINIMUM 1-1/2 X1-1/2 Xi/8 STEEL ANGLE FRAMES AT EACH SIDE (AS APPLICABLE, REFER TO PLANS). ORDINANCES, SAFETY AND HEALTH CODES, NFPA CODES, HORIZONTAL SWING, Y-PATTERN, RENEWABLE BRONZE DISC, AND SUCTION, AND DIRECTION OF FLOW ARROWS. ALL IDENTIFICATIONS HEAT FROM EXTRACT AIR FLOW THROUGH AIR TO AIR HEAT E. TESTING, ADJUSTING, AND BALANCING. HAVING THREADED OR SOLDERED ENDS. EXCHANGER INTEGRAL WITH ABU. HEATING TO BE SUPPLEMENTED OF OPENING. THE ANNULAR SPACE BETWEEN DUCT AND ANGLE ENERGY CODES AND ALL OTHER APPLICABLE CODES AND MUST BE VISIBLE AT EQUIPMENT. FRAMES SHALL BE CAULKED WITH SILICONE SEALANT OR REQUIREMENTS. THE CONTRACTOR SHALL INQUIRE INTO AND 9. FURNISH AND INSTALL EQUIPMENT IDENTIFICATION PLACARDS OR BY AN ELECTRIC HEATING COIL WITH STEP OR THERMISTOR FIREPROOFED AS REQUIRED BY ASSEMBLY FIRE RATING. CIO NE 2. BEFORE STARTING WORK THE CONTRACTOR SHALL ViSIT THE JOB 4. SWING CHECK VALVE, 2-112 INCH AND LARGER: CLASS 125 CAST ' COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND PAINTED STENCILS ON ALL EQUIPMENT INSTALLED UNDER THIS CONTROL TO MAINTAIN SET POINT OF 52°. ELECTRIC HEATER SHALL SITE AND EXAMINE THE ARCHITECTURAL, STRUCTURAL, IRON BODY AND BOLTED CAP, HORIZONTAL SOF RENEWABLE BE PROVIDED WITH A FAN RUN ON TIMER TO DISSIPATE AND 10. ALL JOINTS AND SEAMS SHALL BE SEALED WITH 2" WIDE GLASSAC - REGULATIONS. THE CONTRACTOR SHALL INCLUDE ANY CHANGES BRONZE DiSC FLANGED ENDS AND CAPABLE OF BEING REFITTED CONTRACT. PLACARDS / STENCILS SHALL BE A MINIMUM OF 3" .1 MECHANICAL AND ELECTRICAL PLANS AND SPECIFICATIONS TO REQUIRED BY CODES IN THE BID AND IF THESE CHANGES ARE WHILE THE VALVE REMAINS IN THE LINE. LETTERING AND IDENTIFIED IN ACCORDANCE WITH THE RESIDUAL HEAT BEFORE SHUTDOWN. DURING UNOCCUPIED HOURS, FIBER FABRIC REINFORCED TAPE. JOINTS ALSO SHALL BE SEQUENCE, COORDINATE, AND INTEGRATE THE VARIOUS ELEMENTS THE OUTSIDE AIR DAMPER SHALL REMAIN FULLY CLOSED AND ANU RIVETED OR CONNECTED WITH SHEET METAL SCREWS. LIQUID ' OF THE HVAC SYSTEM, MATERIALS, AND EQUIPMENT WITH OTHER NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED ASA BACKGROUND AND LETTER COLORS ISSUED BY THE AMERICAN 5. COMBINATION BALANCING AND SHUTOFF VALVES: CIRCUIT SETTER DE-ENERGIZED. SEALANTS BY UNITED MCGILL CORP., DOW CORNING, MIRACLE 0 LL N-�Rq� DR Q qp , SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT IS ISSUED, NATIONAL STANDARDS INSTITUTE (ANSI)/ASME 13.1. MARKERS 3. R?L:CjGATIrC�1V BFTEX1SVIR G ITE.) F jRq i GEO AaNWsR9WATEFIs. • A r 10 • T �Q� 4 X11 5 SHALL BE WITH LOCKING SET POINT. A CIRCUIT SETTER BALANCE WHEEL SHALL BE MANUFACTURED BY SETON NAME PLATE CORP, N.H. ADHESIVES AND SUREBOND INC. WILL BE ACCEPTED IN LIEU OF STORE DESIGN CRITERIA MUST BE INCLUDED IN BID PROPOSAL. F. . : : 1' �►oN OR. MUST BE INCLUDED WITH O ✓1: M MANUAL. REFER TO MECHANICAL BRADY, 3M, OR EQUAL. STENCILS SHALL HE PAINTED WITH 7. MORNING START-UP MODE: FOR ONE HOUR BEFORE OCCUPIED 11 Tp' ELASTOMER BUTYL GASKET WITH ADHESIVE BACKING SHALL DETAIL SHEETS. 4. BLACK SEMI-GLOSS ENAMEL ON LIGHT BACKGROUND OR WHITE HOURS, THE EMS SHALL CALL FOR THE START UP CYCLE. DURING BE USED TO SEAL FLANGED JOINTS. a. CONTROL 1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, 6. CONTROL VALVES: START-UP CYCLE, THE UNITS) WILL RUN ONLY IF COOLING AND / C. EQUIPMENT FURNISHED BY OWNER PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO VALVES 2" ENAMEL ON DARK BACKGROUND. AND SMALLER SHALL SE EQUAL OR HEATING IS CALLED FOR TO REACH DESIRED SET POINTS, 12. DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES SLOPE HIS WORK. PERCENTAGE CONTROL VALVES. 5. IDENTIFY AIR DUCT AND PIPING A MAXIMUM 20' ON CENTER, AND FRESH AIR ANU SHALL REMAIN DE-ENERGIZED. EXCEPT AS SPECIFICALLY NOTED OTHERWISE. 1. THE FOLLOWING EQUIPMENT IS FURNISHED BY OWNER AND 2. FURNISH TO THE OWNER CONSTRUCTION MANAGER ALL b. TWO-WAY MODULATING: 5 PSID OR TWICE THE LOAD EACH SIDE OF PENETRATING WALL AND A MINIMUM OF ONCE FOR 13. PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE DAMPERS, LI, INSTALLED BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED CERTIFICATES OF INSPECTION AND FINAL INSPECTION PRESSURE DROP, WHICHEVER IS MORE. EACH FLOOR RISER AND IN EACH ROOM. B. EMERG IEFQ ETON'L EIet 1 N alSTALLED): IF THE CONTROLS, AND OTHER ITEMS IN DUCTWORK THAT REQUIRE 0 > OTHERWISE. REFER TO RESPONSIBILITY SCHEDULE AND PLANS APPROVAL AT COMPLETION OF PROJECT c. THREE WAY MODULATING: TWICE THE LOAD PRESSURE PLEN '�`� 1 •n R ,,,,ER 50°C THE EMS u w U 1= FOR APPLICABILITY. G. TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS DROP, BUT NOT MORE THAT 5 PSID. PROVIDE A VALVE TAG,MINIMUM 2" DIAMETER BRASS,FOR EACH SHUT-OFF OR SHAL e1G � iEA'L.',� @M 50`-'1 1 i<1AL T Ad, ON IN THE SERVICE OR INSPECTION. IF THE ACCESS PANEL LOCATION IS Y i- IX w EXPOSED TO THE SALES AREA, IT MUST BE APPROVED BY OWNER A. RTU'S, ABU'S, VAV BOXES, ROOF CURBS, MIXING BOXES, COMBINATION BALANCE AND SHUT-OFF VALVE IN EACH SYSTEM;CONDENSER CHILLED, SPACE. 1- u 1- tY 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE 7. ACCEPTABLE MANUFACTURERS BY WATTS APOLLO, BELIMO OR CONSTRUCTION MANAGER PRIOR TO INSTALLATION. LAY-IN a- w Z POWER EXHAUST FANS. HEATINS HOT WATER,STEAM AND CONDENSATE RETURN. TA6 SHALL INCLUDE SYSTEM A. REFRICE ANT P w W o a DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT EQUAL. 6. SUPPLY AND RETURN AiR DIFFUSERS, GRILLES AND REGISTERS CI w o 0 w B. TOILET EXHAUST FANS, RELIEF FANS, RETURN AIR FANS. SHALL BE USED. THE USE OF ANY UNAUTHORIZED EQUIPMENT IDENTIFICATION AND SEQUENCE NUMBER. PROVIDE A FRAMED COPY OF VALVE TAG CHART 1q. SMOK H Y SMOKE DETECTOR SIGNALS SMOKE, THE EMS WITH PLASTER FRAMES MAY BE USED A5 ACCESS LOCATIONS > -I> G. BASEBOARD, CABINET AND ELECTRIC UNIT HEATERS. SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE HANGERS AND SUPPORTS AND SCHEDULE IN CHILLER ROOM, MAIN AIR HANDLING UNIT ROOMS (MEZZANINE AND 2ND +W-LCQ.RTI OR.,.ARPALL FURNISH AND INSTALL A COMPLETE �- �� 0 Z F. Z U o FLOOR), AND I Gq ,p,�Lo S N6 SYSTEM WITH REFRIGERANT PIPING SYSTEM BETWEEN THE INDOOR FAN UNITS 14. OLIE� Ib/Ri gIREFL IA%TALLED WITH INSIDE CLEAR p U 2. �1�ETi > ET � FSHALL SUBMIT ONLY SUBSTITUTION SECTION 23O 2 A. LANDLORD. I � �I�lC7, �V� I I IV� AND OUTDOOR FAN UNITS, IF APPLICABLE. DIMENSIONS AS NOTED ON DRAWINGS. WHERE DUCTWORK SIZE IS § < iz LLI a D. GENERAL REQUIREMENTS REQUESTS TO OWNER CONSTRUCTION MANAGER FOR APPROVAL. GATO�'LAI �S BALL 2. PIPING: LARGER THAN CONNECTED DEVICE (IE. VAV BOX, DIFFUSER, CO ES 1- p SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT PROVIDE PERMANENT IDENTIFI MECHANICAL EQUIPMENT „ „ REGISTER) SMOOTH DUCT TRANSITIONS ARE TO TAKE PLACE JUST t H 4 y A. REFRIGERANT PIPING SHALL BE TYPE L HARD DRAWN COPPER 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TO ALLOW FOUR (4) WORKING DAYS FOR OWNER'S A. HANGERS AND SUPPORTS SCHEDULED. ATTACH LAEgff ��II�OzjG{3 PRIOR TO DEVICE CONNECTION. REFER TO DE-AILS. , p Cl Lj p TUBING (ASTM 588). TUBING SHALL BE CLEAN, CAPPED AND 15. TRANSITION DEVICES SMALL BE INSTALLED A' MANUFACTURER'S EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS CONSTRUCTION MANAGER'S REVIEW WITHOUT CAUSING DELAYS Id 1- J AND DETAILS NECESSARY TO PROVIDE A COMPLETE OR CONFLICTS TO THE JOB'S PROGRESS. SUBMITTALS SHALL I. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS TESTING, ADJUSTING, AND BALANCING 8. XLTLR 1AWJOINTS SHALL BE WROUGHT COPPER OR CAST RECOMMENDED POSITIONS. MECHANICAL SYSTEM AS SHOWN ON THE DRAWINGS, CALLED BEAR THE STAMP OF THE GENERAL CONTRACTOR AND THE ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, BRONZE (ANSI 516.22). ALL COPPER TO COPPER JOINTS SHALL • FOR IN THE SPECIFICATIONS, AND AS REQUIRED BY JOB SUB- CONTRACTOR SNOWING THAT THEY HAVE REVIEWED AND CHANNELS, HANGER RODS, ETC., NECESSARY FOR THE BE BRAZED WITH A COPPER-PHOSPHORUS ALLOY AND ALL OTHER B. MEDIUM PRESSURE DUCT CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS BEING CONFIRMED THAT THE SUBMITTALS ARE IN CONFORMANCE WITH 2. ATC' 'T-69aLOLFI OIR, STENED TO BUILDING STEEL, CONCRETE, 1. TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL BE JOINTS SHALL BE BRAZED WITH SILFOS-5 ALLOY. BY THE LANDLORD OR OWNER SHALL BE PROVIDED BY THE THE CONTRACT DRAWINGS AND SPECIFICATIONS OR INDICATE OR MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK MADE BY AN INDEPENDENT CONTRACTOR 1/s11-10 IS A CURRENTLY C. ALL ELBOWS ARE TO BE LONG RADIUS TYPE. 1. WHERE DUCTWORK IS SPECIFICALLY NOTED AS MEDIUM PRESSURE, CONTRACTOR. WHERE EXCEPTIONS HAVE BEEN TAKEN. IS NOT PERMITTED. HANGERS MUST BE ATTACHED TO UPPER LICENSED ASSOCIATED AIR BALANCING COUNCIL (AASC) OR 3. INSTALLATION: IT SHALL BE CONSTRUCTED IN ACCORDANCE WITH SMACNA CHORD OF BAR JOIST. WHERE INTERFERENCES OCCUR, AND IN NATIONAL ENVIRONMENTAL BALANCING BUREAU (NESS) A. SUCTION LINES SHALL HAVE ADEQUATE LIFT TRAPS AND/OR STANDARDS FOR A PRESSURE RATING OF 6 INCHES WATER 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO 3. PROVIDE 6 COPIES OF SHOP DRAWINGS, PRODUCT DATA, EQUIPMENT ORDER TO SUPPORT DUCTWORK OR PIPING, THE CONTRACTOR BALANCING CONTRACTOR, NO OTHER BALANCE REPORTS WILL DOUBLE SUCTION RISERS TO MEET THE REQUIREMENTS OF FIELD COLUMN MiNIMUM OR GREATER AS REQUIRED BY LANDLORD. 2 SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR CUTS, PERFORMANCE CURVES, SOUND DATA, DIMENSIONS, SERVICE MUST INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH BE REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE CONDITIONS AND EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST g CALLED FOR IN ONE SHALL BE FURNISHED AND INSTALLED CLEARANCE REQUIREMENTS, WEIGHTS, ETC. FOR ALL SCHEDULED SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH COMPLETE AND DONE IN ACCORDANCE WITH THE MOST RECENT EDITION OF SMACNA STANDARDS FOR MEDIUM PRESSURE DUCT EVEN THOUGH NOT SPECIFICALLY MENTIONED IN BOTH. ANY EQUIPMENT, FIXTURES, DEVICES, ETC. ACCESS TO FIRE DAMPERS, VALVES, AND OTHER EQUIPMENT. STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL COSTS FOR B• BRAZE ALL JOINTS WITH SILFOS-5 STARTING AT THE INDOOR UNIT AND WITH THE LANDLORD'S CRITERIA. MATERIAL OR LABOR WHICH IS NEITHER SHOWN ON THET S r T��TF1NIAO EeSI�'i�OA1�� JEGT TESTING AND BALANCING SHALL BE INCLUDED IN THE BID. AND WORKING TOWARD THE OUTDOOR UNIT. THE SEALS ON THE DRAWINGS NOR CALLED FOR IN THE SPECIFICATIONS, BUT 4. ONE (i) ELECTRONIC COPY MAY BE PROVIDED AT CONTRACTOR'S OPTION 3 � ,r • t ,t TESTING AND BALANCING CONTRACTOR TO BE LANDLORD OUTDOOR UNIT SHALL BE BROKEN LAST. A NITROGEN BLEED 3. CONNECTIONS TO THE LANDLORD'S MEDIUM PRESSURE DUCTWORK WHICH IS OBVIOUSLY NECESSARY TO COMPLETE THE WORK, FOR SUBMITTAL. I r R • ER DIAMETER OF INSULATION. INSTALL 6 SHALL SE USED DURING ALL SOLDERING AND ANY TIME THE SHALL BE MADE WITH "LO-LOSS" SADDLE TEE TAPS BY UNITED LONG SPLIT CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER APPROVED. AND WHICH IS USUALLY INCLUDED IN WORK OF SIMILAR I�S 11,,�,��,,�-I, SYSTEM IS OPEN. ALL OPEN LINES SHALL BE CAPPED AND MCGILL CORP., OR AS OTHERWISE REQUIRED BY THE LANDLORD. CHARACTER, SHALL BE FURNISHED AND INSTALLED AS PART 5. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUAL FOR 4. 0A�G€fig 1:N115J PIIPleE \bI55IMILAR METALS SHALL BE DI- 2. FINAL TESTING, ADJUSTING AND BALANCING REPORT MUST BE SEALED BEFORE LEAVING THE SITE DURING CONSTRUCTION. 4, ALL OTHER ITEMS FROM METAL DUCTWORK SPECIFICATION OF CONTRACT. EACH PIECE OF EQUIPMENT, INCLUDING CONTROL DIAGRAMS, INTERNAL ELECTRICALLY SEPARATED. COMPLETE AND TURNED OVER TO OWNER CONSTRUCTION PRESSURE TEST FOR LEAKS WITH AN INERT GAS AT TO 410 PSIG. SECTION APPLY TO THIS SECTION, WITH THE EXCEPTION THAT ALL WIRING DIAGRAMS, ETC. TO THE LANDLORD AND TENANT (4 COPIES MANAGER 3 WEEK PRIOR TO MERCHANDISING DATE. REDO LEAKING JOINTS AND RETEST UNTIL SYSTEM 15 TIGHT. MEDIUM PRESSURE DUCTWORK MUST BE WRAPPED 5. PROVIDE DOUBLE LOCK NUTS ON ALL TREADED RODS. WHENINSULATION, 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS TOTAL), ALL BOUND INTO 3-RING BINDERS. EACH BINDER SHALL EVACUATE ENTIRE SYSTEM TO 200 MICRONS OF MERCURY. UNISTRUT IS USED SQUARE WASHERS ARE ALSO REQUIRED. NOT LINED. 1 0 R WHICH EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, gaidigANTIES, STORE NAME, NUMBER, ADDRESS, INSTALLING 3. THE CONTRACTOR SHALL BE PRESENT FOR AIR BALANCE TO CHARGE SYSTEM WITH 25 PSI OF R-22 AND A INERT GAS TO 410THE CONTRACTOR 15 RESPONSIBLE FOR FURNISHING AND H. AND SERVICE CONTACT INFORMATION. 6. SEE SHEET M1.01 FOR SEISMIC HANGER DETAILS AND VERIFY ACCESSIBILITY TO ALL DEVICES, VERIFY ALL PSI AND RETEST SYSTEM WITH HALIDE LEAK DETECTOR. ALL DIFFJSERS, REGISTERS AND lb INSTALLING THE SYSTEM WITH THE MORE STRINGENT THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK SPECIFICAITONS AS REQUIRED. OPERATING SEQUENCES AND INSTALL NEW FILTERS IN ALL LEAKING JOINTS MUST BE COMPLETELY RESEALED UNTiL NO GRILLES REQUIREMENTS AS DESIGNED AND DESCRIBED ON THESE PROVIDED UNDER 1-115 CONTRACT AND SHALL MAKE GOOD, REPAIR UNITS JUST PRIOR TO THE AIR BALANCE. THE COMPLETE AIR LEAKS EXIST. TURN ON CRANK CASE HEATERS 24 HOURS PRIOR CA DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. OR REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, B. DUCT HANGERS 4. I JLf41NIIE ANDANIEQ, 1,4 IT14-IQ0T RPNIIRNDAr TE 'MAT C. Te I IT l�l P �� 7 1 T5 L FF 1 ej:RAL.INC IJID SECTION 255.713 Wu MATERIAL, OR EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A Ih114151 J>blirlEDCsIN"i D�1flGSS N EERM4REINIZ LANCES IN PI��ULATIC7><1� R�L , THE PIPING MUST BE INSPECTED A. AIR DEVICES oIli > 4. ALL MECHANICAL WORK SHALL BE INSTALLED 50 AS TO BE PERIOD OF 12 MONTHS FROM THE DATE OF ACCEPTANCE (IN I. HANGER SPACING iSQPIAR6567CEELSFEAICRAcgaiELff11I"sTP EELAEN1T16D AIEVE FSI FED BY A REPRESENTATIVE OF THE LOCAL GOVERNING AUTHORITY AS 1. PROVIDE DIFFUSERS GRILLES AND REGISTERS AS SCHEDULED. DEVICES <L w READILY ACCESSIBLE FOR OPERATING, SERVICING, , R C'1rii TF=1'13S IS LL 1 'a T1 8174D�"?5EHTMT I AA�iTOR WRITING) OF THE INSTALLATION BY OWNERS CONSTRUCTION „ D. § YrHE REFRIGERANT SUCTION LINES AND CONDENSATE TO BE COMPLETE WITH DAMPERS FRAMES AND ALL ACCESSORIES. FINISH L►.i0 re MAINTAINING, AND REPAIRING. THE CONTRACTOR IS MANAGER. EXTENDED WARRANTIES ARE AS SPECIFIED WITH DUCT FACE AREA FROM 0 TO 4 SQ. FT. HANGERS q8 O.C. MAX ii i I- DIElt 3C4(TIONAL COST TO THE OWNER. AS INDICATED. _ LINES ONLY WITH RUBATEX OR ARMSTRONG 1 INCH THICK PIPE CC CC RESPONSIBLE FOR PROVIDING SUFFICIENT SERVICE ACCESS TO ����t�-���� Wpii�� DUCT FACE AREA FROM 4 TO 10 SQ. FT. HANGERS 72" O.C. MAXQ ALL EQUIPMENT. 2. OWNY 1-�ALE..910gC,J�7STE A COMPLETE 12 MONTH WARRANTY FOR DUCT FACE AREA FROM 10 AND GREATER HANGERS 48" D.C. MAX 5. ALL CONTROL SEQUENCES SHALL BE TESTED (INTERLOCKED INSULATION WITH FLAME SPREAD RATING OF NOT MORE THAN 25 2. INSTALL ALL AIR DEVICES AS LOCATED ON THE ARCHITECTURAL REFLECTED EQUIPMENT, 0 W UJ ALL PARTS ON EQUIPMENT PROVIDED BY OWNER, INC. AND OWNERAND A SMOKE DEVELOPED OF NOT MORE THAN 50 IN ACCORDANCE CEILING PLAN. SMOKE DETECTORS, SMOKE EVACUATION, V) V) 5. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL VENDORS. THE CONTRACTOR SHALL NOT BEAR ADDITIONAL 2. WHERE DUCTS ARE LESS THAN 2 SQ. FT. IN FACE AREA, HANGERS ECONOMIZER, ETC.) AND OPERATING STATUS RECORDED IN THE WITH INDUSTRY STANDARDS. DO NO INSULATE THE HOT GAS 3. APPROVED MANUFACTURERS: TITUS 15 SPECIFIED. NO SUBSTITUTIONS. Gl < < MANNER USING GOOD ENGINEERING PRACTICES. WARRANTIES BEYOND A COMPLETE WORKING SYSTEM, AND AS SHALL BE NOT LESS THAN 1"x1/16" STRAP STEEL. REPORT. (LIQUID) LiNES OR ANY HOT GAS BYPASS LINES IF APPLICABLE. m M M SUCH, NO ADDITIONAL MONEYS SHOULD BE INCLUDED IN THE BID. APPLY 2 COATS OF U.V. PROTECTANT/SEALER ON ALL INSULATION 6. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, 3. WHERE DUCT ARE GREATER THAN 2 SQ. FT. IN FACE AREA. HANGERS EXP_QSED TO WEATHER. -VAC EQUIPMENT X PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS I. RECORD DRAWINGS SHALL BE NOT LESS THAN 1"x1/8" STRAP STEEL. 4. INSPECTION: X 6. THREE COPIES OF THE BALANCE REPORT SHALL BE SUBMITTED A. CONTRACTOR MUST PREPARE AND SUBMIT A COMPLETE PIPING SECTION 238000 N X THEREOF, SHALL SE NEW, UNDERWRITERS LABORATORIES 1. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF DRAWINGS ON THROUGH THE GENERAL CONTRACTOR TO OWNER'S SCHEMATIC TO THE LOCAL EQUIPMENT MANUFACTURER FIELD r°" LISTED AND LABELED AND SIZED IN CONFORMITY WITH 4. WHERE DUCT ARE 8 SQ. FT. IN FACE AREA. HANGERS SHALL BE THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT „ „ ,� CONSTRUCTION MANAGER FOR APPROVAL. THE GENERAL REPRESENTATIVE FOR APPROVAL PRIOR TO BEGINNING REQUIREMENTS OF STATE AND LOCAL CODES, WHICHEVER IS PR,6 NPCNCEALED PIPING VALVES AND DUCTS. BRACED BY 1 xl xl/8 STEEL ANGLES ALL AROUND, SPACED NO CONTRACTOR SHALL VERIFY THE COMPLETENESS OF THE INSTALLATION. UPON COMPLETION OF PIPING, THIS CONTRACTOR A. HVAC EQUIPMENT MORE STRINGENT. MORE THAN FOUR FEET ON CENTERS. 5. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. REPORTS PRiOR TO SUBMITTING TO OWNER. SUBMIT ONE COPY MUST CALL THE LOCAL EQUIPMENT MANUFACTURER INSPECTOR Y 7. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD 5. WHERE DUCTS ARE OVER 48" WIDE. THE HANGERS SHALL BE BROUGHT OF FINAL APPROVED AIR BALANCE REPORT TO MALL GENERAL FOR FIELD INSPECTION OF WORK PERFORMED AT A*F EXPENSE. 1. MECHANICAL STARTUP: _ SUPPORTING STEEL, ETC. FOR THE PROPER INSTALLATION OF CONDITIONS. DOWN UNDER THE DUCT SIDES 4" AND FASTENED TO THE BOTTOM. MANAGER. ALL ITEMS FOUND TO BE INADEQUATE FOR PROPER PERFORMANCE a. GC WILL SCHEDULE A REPRESENTATIVE FROM HVAC SUPPLIER U D. APPROVED EQUIPMENT SUBSTITUTIONS. BY EQUIPMENT MANUFACTURER FIELD REPRESENTATIVE MUST BE TO START UP UNITS PER THE CONSTRUCTION SCHEDULE/FITCH THE MECHANICAL SYSTEMS. E. CONTRACTOR'S COORDINATION WITH OTHER TRADES. 6. SELF-TAPPING, SHEET METAL SCREW 7. THE BALANCING CONTRACTOR SHALL PERFORM ALL CORRECTED AT NO ADDITIONAL CHARGES TO A*F. TRACK. THE PURPOSE OF THE MECHANICAL STARTUP IS TO CO 8. THE CONTRACTOR SHALL COORDINATE FLOOR, WALL AND ROOF APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED FOR VERIFY PROPER OPERATION AND SET UP OF THE EQUIPMENT. 0 LJ- 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE SYSTEM DESIGNED ON THESE DRAWINGS. ALL SYSTEMS HVAC AIR DISTRIE3UTION b. FAILURE TO NAVE A REPRESENTATIVE FROM THE HVAC CO U PENETRATIONS, LOUVER SIZES, ETC. WITH GENERAL TRADES. THE CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO C. PIPE HANGERS UNABLE TO BE COMPLETELY BALANCED AT THE TIME OFSUPPLIER AT STARTUP WILL VOID THE MANUFACTURER'S DRAWINGS AND CERTIFY THE ACCURACY OF EACH PRINT BY ORIGINAL BA�• � 1� S N E I ,TURF AT NO SECTION 233000 WARRANTY AND GENERAL CONTRACTOR WILL BE RESPONSIBLE W " 9. THE CONTRACTOR SHALL VERIFY ALL CLEARANCES PRIOR TO SIGNATURE THEREON. ONE COPY OF THE MOST RECENT SET OF HANGER SCHEDULE ADDITIONAL E '� =� '�1 > IE-I ,�L alt INC CONTRACTOR FOR ALL WARRANTIES PURCHASED BY A*F. {� Z FABRICATION OF ANY WORK. �' D� Q DRAWINGS WITH TEMPERATURE CONTROL DRAWINGS INCLUDED , , SHALL RECHECK A DEEMS NECESSARY A. SUPPLY AIR TAKEOFF FITTINGS Q n " COPPER PIPING - TYPE L LL 10. THE CONTRACTOR MUST HAVE A SENIOR FOREMAN WITH A SHALL BE STAMPED DO NOT REMOVE AND SHALL BE PLACED IN AT NO ADDITIONAL 2. ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT WITH Q MINIMUM OF FIVE YEARS COMMISSIONING EXPERIENCE IN BOTH A DRAWING TUBE LOCATED NEXT TO THE ELECTRICAL PANEL. PIPE SIZE ROD SIZE MAX. SPACING I. CONICAL OR "BELL-MOUTH" TAKEOFFS W/ DAMPERS FROM MAIN ALL DEVICES, APPURTENANCES AND ACCESSORIES PROVIDED TO NVAG AND CONTROLS PRESENT AT STARTUP. SEE ARCHITECTURAL "AS-BUILT" FOR EXACT TUBE LOCATION. A. DUCTWORK INSULATION DUCTWORK TO ROUND BRANCHES. INSTALL PER MANUFACTURER'S MEET THE DESIGN INTENT AND OPERATION OF THE SYSTEMS 1 3. TWO COPIES OF THE AS-BUILT REDLINES SHALL BE PROVIDED THRU 3/4 IN 3/8 6 , INSTRUCTIONS AND DETAILS ON SHEET 111.3 SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. TO THE CONSTRUCTION MANAGER FOR INCLUSION IN THE FINAL 1. INSULATION PRODUCTS IN ACCORDANCE WITH MANUFACTURERS d X 1 .- �gg��4��AcE�1�'��=#��LNp��DO��1'TC�:�IP4��EL �t��N_�� (IFf'� "AS-BUILT" I IN 3/B 6 WRITTEN INSTRUCTIONS, AND IN ACCORDANCE WITH • T . �, , . � ° r SET. B. DAMPERS 3. EQUIPMENT SHALL HE INSTALLED IN STRICT ACCORDANCE WITH LC Z I•a � RECOGNIZED INDUSTRY PRACTICES. INSULATION MUST COMPLY , _�,. =3►. •1- _ • •� al ' . • •' . , ,- g- L . _ Ri THE MANUFACTURERS INSTRUCTIONS. ALL AIR CONDITIONING 0 J. DISCREPANCIES IN DOCUMENTS 1 1/4 IN 3/8 S WITH NFPA c1OA. W � --# it �i L i y -` - • KEE I • ND 1. MANUAL LOCKING QUADRANT VOLUME CONTROL DAMPERS WITH EQUIPMENT MUST BE TRAPPED IN ACCORDANCE WITH Cr) _ � 1.R •6 4.i ~0 •` J•: . 'A 'EOL11 N� 'SHALL . _ I. DRAWINGS (PLANS, SPECIFICATIONS, AND DETAILS) ARE 1 1/2 IN 3/8 8 2. DUCT SIZES SHOWN ON DRAWINGS ARE INSIDE CLEAR HANDLE OPERATORS AS SHOWN ON PLANS TO FACILITATE AIR MANUFACTURER'S DATA. CONTRACTORS INSTALLING pAIKIN 0 Q iv."' Rte. r THE JOBSITE ADDRESS, UNLESS OTHER DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT BALAN IN EQUIPMENT SHALL BE D1 CERTIFIED. A :R N [�1NNz AR- MAS€ T { ' U .O N 'S U H � G DIMENSIONS. ALL DUCTWORK IN EXPOSED CEILING PLENUM 2. OPERATING' ix ��I�R�`'� �Nt'1�4P�P�����'+'T� �W����A1�fF DeS �j1�y OF THE MECHANICAL SYSTEMS. WHERE DRAWINGS EXISTING SITE 2 IN 318 q HANDLES ON ALL DAMPERS SHALL BE TAGGED WITH A D 12. 'UCT I OR 1 ' SPACES SHALL BE EXTERNALLY INSULATED WITH A MINIMUM OF MINIMUM 18" LONG ORANGE MARKER TAPE. COLLARS MUST BE 0 'l CONDITIONS SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE 4. COMPRESSORS SHALL BE FULLY HERMETIC SCROLL TYPE WITH yt l IOR TO THE SCHEDULED OSM SHIPPING DATE. ' 2 1/2 IN 1/2 9 1 1/2" THICK, 1# DENSITY (R=5.6) DUCT WRAP WITH VAPOR INSTALLED OVER EXTERNAL INSULATION TO ALLOW FREE ' - UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING PRIOR FACTORY SPRING-SHOCK MOUNTED OR SPRING MOUNTED FOR Q CONSTRUCTION MANAGER. BARRIER. VAPOR BARRIER IS TO BE MAINTAINED THROUGHOUT MOVEMENT. SEE ADDITIONAL DETAILS ON MECHANICAL DETAILULJ- VIBRATION14. CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT, PiPING AND TO SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS 3 IN 1/2 10 ISOLATION. ALL COMPRESSORS SHALL NAVE DUCTWORK NOT BEING USED OR SHOWN TO REMAIN, IS FULLY RESPONSIBLE TO ADVISE OWNER'S CONSTRUCTION MANAGER, IN DUCT SYSTEM. ALL JOINTS MUST SE TAPED SO THAT NO DRAW!NG. CRANKCASE HEATERS AND SAFETIES FOR HIGH AND LOW HEAD I W Z M Q R INSULATION FIBER IS VISIBLE. EXTEND DUCTWORK INSULATION 3. NO VOLUME DAMPERS UPSTREAM OF VAV BOX. LL O N REMOVED AND NOT ABANDONED. WRITING, OF VARIATIONS TO CONTRACT DOCUMENTS PRIOR TO 4 IN 1/2 10 PRESSURES. SUBMISSION OF BID. OTHERWISE, OWNER CONSTRUCTION WITHOUT INTERRUPTION THROUGH NALLS,DFLOORS, 4• ALL RECTANGULAR DAMPERS IN OUTSIDE AIR, RELIEF AIR, OR RETURN AIR 0 _. < 15. COORDINATE THE EXTENSION, MODIFICATION, FINAL CONNECTION MANAGER'S INTERPRETATION OF CONTRACT DOCUMENTS OR 3 SIMILAR P N RAT�NSi ,EXPOSEDLAMETSPREAD RATINNG CEILING_ DUCTS ARE TO BE OF OPPOSED BLADE TYPE. ALL OUTSIDE AIR DUCT 5. SECONDARY DRAIN PANS ARE REQUIRED TO BE STAINLESS STEEL W LL n C3 N. AND TESTING OF ALL UTILITIES OR INTERFACED SYSTEMS WITH _,�' E AL WITH NO ADDITIONAL COMPENSATION HANGER SCHEDULE - STEEL PIPING MOR �25 ANDA 5 10KELEA EVELOPED RATING OF NO DAMPERS MUST ALSO BE OF THE LOW LEAKAGE TYPE. AND INSTALLED BENEATH INDOOR AIR CONDITIONING EQUIPMENT CL _.• 0 Z Z 16. POR/IDE A2GE55 I RFfi,L"LDLA,NDL"OR EAN 7 T 4 NT EQUIPMENT, SUCH AS, K. 3 �P �L `�i� '� � NIGHER THAT 50 WHEN TESTED IN ACCORDANCE WITH ASTM C (ACU) USING WATER AS THE REFRIGERANT. SECONDARY PANS Cn (/) _ PIPE SIZE ROD SIZE MAX. SPACING MAX. SPACING ARE TO PROTECT ENTIRE UNIT. PROVIDE CONDENSATE PUMPS, AS W V} CC p FIRE � SMOKE DAMPERS, SMOKE DETECTORS, BALANCING DAMPERS, VAV t. THE CONTRACTOR IS TO INCLUDE IN THE BID ALL NECESSARY 411, OR AS REQUIRED BY LOCAL CODES. C. FIRE DAMPERS BOX CONTROLS, ELECTRICAL JUNCTION BOXES REQUIRING PERIODIC SERVICE REQUIRED TO KEEP THE OPERATING PHASE OF THE FOR WATER FOR STEAM, 1. PRIMARY FIRE DAMPERS WHERE INDICATED OR REQUIRED BY REQUIRED. CONDENSATE SHALL BE DIRECTED TO A TUNDISH ¢ m O Q O INSPECTION AND/OR SERVICE THAT ARE LOCATED WITHIN THE OWNER'S STORE'S HVAC, PLUMBING AND SPRINKLER SERVICE IN OPERATION. GAS OR AIR 4. EXTERNALLY LOCATED DUCTWORK THERMAL INSULATION SHALLADJACENT TO A MOP BASIN OR AS SPECIFIED ON PLANS. CODES. DAMPERS SMALL BE DESIGNED FOR HORIZONTAL OR .� ^ � SPACE OR REQUIRE SERVICE ACCESS THROUGH THE OWNER'S SPACE. IN BE WEATHER-PROTECTED. INSULATION FOR THE TOP SURFACE SECONDARY PANS ARE NOT REQUIRED FOR ANY DUCTLESS TYPE U H w CONTRACTOR MUST SCHEDULE IN WRITING WITH OWNER'S VERTICAL FLOW OF AIR AS REQUIRED. FIRE DAMPERS SHALL BE AS-BUILT DOCUMENTS, LABEL ACCESS DOORS AND PANELS, 24x24 MECH. UNIT. IF A DUCTED ACU IS PLACED OVER A SALES AREA, CD Z O CONSTRUCTION MANAGER AND THE LANDLORD ONE WEEK PRIOR TO I I IN 3/8 7 q OF HORIZONTAL DUCTS SHALL BE FACTORY PREPARED TO UL LABELED AND MEET ALL CODE REQUIREMENTS. Z Ct 3; GRILLES UTILIZED FOR ACCESS WITH THE NAME OF THE EQUIPMENT PROVIDE A FALL OF 1:25. THE MINIMUM THICKNESS OF SECONDARY DRAIN PANS ARE REQUIRED NO MATTER THE TYPE OF Z 'a ANY SHUT DOWN OF THE HVAC PLUMBING OR FIRE PROTECTION REFRIGERANT USED. IF ANY ACU IS PLACED ABOVE ELECTRICAL Q V CO J z ACCESSIBLE AT THAT POINT. DEMONSTRATE ACCESS TO ALL LANDLORD a�,i ' 1 1l4 IN 3/8 lO `3 INSULATION SHALL BE MAINTAINED, INCLUDING AT ALL FLANGES 2. FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR = _ HIDDEN EQUIPMENT FOR THE LANDLORD'S FIELD REPRESENTATIVE PRiOR L. t�iMt, I ON AND SUPPORTS. FINAL FINISH SHALL BE ALUMINIUM SHEETING STREAM AND A 165°F FUSIBLE LINK, TYPE B, AS MINIMUM. EQUIPMENT SECONDARY DRAIN PANS ARE REQUIRED REGARDLESS CC CO ~ 1 1/2 IN 3/8 10 q OF REFRIGERANT USED. C3 W N. Q rfwa illi TO CLOSING IN THE CEILING. THE CONTRACTOR SHALL COORDINATE THE AS REQUIRED. SPECIAL CARE SHOULD BE TAKEN TO AVOID FURNISH AND INSTALL ACCESS DOORS AS NECESSARY. W CO Q LOCATION OF CEILING GRILLES, REGISTERS AND DIFFUSERS WITH THE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION I 2 IN 3/8 10 13 ELECTROLYTIC CORROSION. THE JOINTS USED ON ADJACENT • LOO 0 ARCHITECTURAL REFLECTED CEILING PLANS. REFER TO A4.2 CEILING OF THE DEMOLITION OF EXISTING WORK. THE CONTRACTOR SHALL METAL SHEETS SHALL BE SELECTED FROM ONE OF THE TYPES 3• ALL NECESSARY FRAMING AND SLEEVES FOR DAMPER MOUNTING 6. THREE SETS OF FILTERS SHALL BE USED DURING CONSTRUCTION. Q 01 LL (/) DEVICE PLAN TO LOCATE AIR DIFFUSERS AND GRILLES. 2 INCLUDE, AND WILL BE HELD RESPONSIBLE FOR, THE REMOVAL OF I 2 1/2 IN 1/2 12 13 SHOWN IN SMACNA STANDARDS. BLIND REVETS OR SCREWS PER UL AND CODE REQUIREMENTS. CHANGE FILTERS JUST BEFORE COMMISSIONING AIR BALANCE AND ■ "� AFTER FINAL STORE CLEANING. ALL EXISTING FIRE PROTECTION, PLUMBING FIXTURES, PIPING, SHALL BE SPACED NOT MORE THAN 4 APART. AT THE HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ETC. AND 1 3 IN 1/2 12 15 JUNCTION BETWEEN PRE-FORMED INSULATING MATERIALS ANS D. TOLET EXHAUST SYSTEM o ASSOCIATED ROOF CURBS NOT TO BE REUSED ON THIS PROJECT, FIXED STEELWORK THE JOINT SHALL BE PACKED WITH 7. FILTERS PROVIDED ARE TO MATCH TYPE AND SPECIFICATIONS OF PRO>t UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR MUST I 4 IN I 5/8 14 17 MINERAL FIBRE TO ACCOMODATE DIFFERENTIAL THERMAL THE OEM. �4 1NE �'Sl0 Eeti VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED MOVEMENT. THE CLADDING SHALL BE ADDITIONALLY SECURED 1 ALL DUCTWORK AND/OR CONNECTIONS TO LANDLORD SYSTEM �Ga � ' F4) .y a EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO 5. WITH METAL BANDING AT 18" ON CENTER. THE BANDING SHALL NECESSARY FOR A COMPLETE TOILET EXHAUST SYSTEM. 6. FILTERS ARE TO BE EASILY ACCESSIBLE. >wQ f 81R65PEl REMOVAL. ROOF CURBS SHALL BE REMOVED AND THE ROOF VIBRATION CONTROLS HVAC BE SELECTED TO COMPLEMENT THE SHEET CLADDING AND NOT • � S ac ` s PATCHED. ALL EXTRANEOUS ITEMS IN THE SPACE OR ON THE DUGTIAIORK 9. AT THE END OF CONSTRUCTION THE CONTRACTOR SHALL PROVIDE ./g/ CONTRIBUTE TO DI-ELECTRIC CORROSION. A LIST IDENTIFYING THE UNITS AND CORRESPONDING FILTER l V . ROOF NOT APPLICABLE TO THE NEW WORK MUST BE REMOVED PIPING EQUIPMENT _bREwaft'f* , - AND ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH EXISTING SECTION 233113 TYPES AND SPECIFICATIONS TO THE ASF PM. -o ti .",' EXPOSED DUCTWORK SHALL BE INTERNALLY LINED CLOSED CELL '!> `�` 3 STRUCTURE. EXISTING ABANDONED PIPES, DUCTS, OR EQUIPMENT SECTION 230548 �`.� -I , 2 /, ELASTOMERIC FOAM DUCT LINER. 1t �E 0. IN THE FLOOR, EMBEDDED IN CONCRETE, OR OTHERWISE 10. FILTER RACKS OF STANDARD SIZE ARE TO PROVIDED FOR ALL Fav A. METAL DUCTWORK - NO FIBERGLASS DUCT ALLOWED DUCTED UNITS. d• FIT�� t INACCESSIBLE ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN a. MANUFACTURER: ARMSTRONG WORLD INDUSTRIES INC. MODEL 2_ FLOOR OR WALL LEVEL WHEN THEY ARE NOT TO BE REUSED IN A. VIBRATION ISOLATION DEVICES AP ARMAFLEX SA DUCT LINER. OR DURKFLEX FE. 1. NO DUCTWORK SHALL BE FABRICATED PRIOR TO JOB SITE VISIT ., THIS PROJECT. IF REQUIRED BY LANDLORD OR CODES, AND APPROVAL BY THE GENERAL CONTRACTOR. A SKETCH MUST 11. CONDENSATE DRAIN FROM INDOOR AIR CONDITIONING UNITS. 1. VIBRATION ISOLATION DEVICES WITH SUPPORTS BETWEEN b. INSULATION: NFPA 90A/9013 SELF-ADHERING CLOSED CELL „ ABANDONED PIPING AND/OR DUCTWORK MUST BE REMOVED TO ELASTOMERIC FLEXIBLE INSULATION MEETING ASTM 0177 OR BE SUBMITTED INDICATING SIGNIFICANT DEVIATIONS FROM DESIGN MINIMUM DRAIN SIZE TO BE 1 CONDENSATE DRAIN TO BE VIBRATING EQUIPMENT AND THE STRUCTURE (FANS AIR TRAPPED WITH A TRAP DEPTH OF 1.5 X UNITS' TOTAL STATIC 11972 POINT OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR TO ' C518 ASTM E-96 25/50 SURFACE BURNING, ASTM E-84 AND MUST BE APPROVED BY OWNER'S CONSTRUCTION MANAGER BID AND INCLUDE IN BID PROPOSAL. HANDLERS, ETC.). ' PRESSURE. DRAiN SHALL TERMINATE AT CLOSEST TUNDISH WITHIN g` 2. VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE MICROBIAL GROWTH, ASTM 01071, ASTM G21 AND G22, ODOR PRIOR TO FABRICATION OR INSTALLATION. TENANT SPACE. PIPE SUPPORTS TO BE SPACED NO MORE THAN Zz ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING EMISSIONS ASTM C665. 2. EXCEPT AS OTHERWISE INDICATED, FABRICATE AND INSTALL 70" APART. SHEET �w y EQUIPMENT SUPPORTED FROM FLOOR OR DECK SHALL BE c. K VALUE MAXIMUM 0.25 AT 75 PEG. F, 0.037 AT 24 DEG. C. RECTANGULAR AND ROUND DUCTWORK WITH GALVANIZED STEEL, IN 0 ` ISOLATED WITH HOUSED SPRING MOUNT DEVICES. d. WATER VAPOR TRANSMISSION MAXIMUM OF 0.05 PERM-INCHES. �� ACCORDANCE WITH SMACNA NVAG DUCT CONSTRUCTION E m STANDARDS" OF THE LATEST EDITION. WHERE OTHER CODES ARE M1.00 6. INSUIrgAMMUISI 1O1 {A4 .. 1f I144ESACNISD 112 > ERAR1�fi31 Qs , JOHNS 3 MANVIL ENFORCED, (IE. UMC, HOCA, ETC.) USE THE MOST STRINGENT o o L1N11� -I11�RClAl1�1E� $. CODE FOR DUCT CONSTRUCTION STANDARDS. Plot Date: 1/25/2019 • RADIANT HEATING UNITS illi.4.111 + - SECTION 238300 O BASEBOARD, CABINET, AND UNIT HEATERS 1. WHERE SHOWN ON DRAWINGS, PROVIDE ELECTRIC HEATERS COMPLETE WITH ELECTRIC HEATING COIL, CONTROLS, AND INTEGRAL THERMOSTAT. ABERCROMBIE & FITCH CO. 6301 FITCH PATH NEW ALBANY, OHIO 43054 614-283-6500 SECTION 232113 HYDRONIC PIPING I A. HYDRONIC PIPING 1. HYDRONIC PIPING FOR CHILLED WATER, CONDENSER WATER AND/OR HEATING WATER SHALL BE TYPE "K" ANNEALED TEMPERED COPPER TUBE WITH SILFOS JOINTS. PROVIDE DIELECTRIC UNIONS BETWEEN DISSIMILAR METALS, ALL PIPING SHALL BE IN STRICT CONFORMANCE WITH ASTM, ASA, AND o 0 LANDLORD'S REQUIREMENTS, WHICHEVER 15 MOST STRINGENT. 0 v " UNIONS OR FLANGES MUST BE USED AT EQUIPMENT W a) > CONNECTIONS WHERE SERVICE OR REMOVAL MAY BE REQUIRED. _ �- UJ '- N 2. ALL PIPING AND EQUIPMENT SHALL BE PRESSURE TESTED a WITHOUT LEAKAGE AT A MINIMUM PRESSURE OF 125 PSI. ° >,,-5 3. ALL HYDRONIC PIPING AND EQUIPMENT CONNECTED TO THE 0 iv o HVAC PIPING SYSTEM SHALL BE GLEANED AND FLUSHED. w -6 M REMOVE, CLEAN, AND REPLACE STRAINER SCREENS. FILL 2 co TENANT'S SYSTEM WITH DOMESTIC WATER AND VENT ALL < o > "' PIPING AND EQUIPMENT PRIOR TO CONNECTION TO THE C° LANDLORD'S SYSTEM. CONTRACTOR SHALL NOT FILL TENANT'S SYSTEM WITH WATER FROM TI-4E LANDLORD'S SYSTEM UNLESS Lai WI SPECIFICALLY INSTRUCTED TO DO SO FROM THE LANDLORD'S W he FIELD REPRESENTATIVE. _ Qs Ce 4. PRIOR TO CONNECTION TO THE LANDLORD'S SYSTEM, CONTRACTOR SHALL OBTAIN WRITTEN CONFIRMATION FROM THE 0 IA LANDLORD'S FIELD REPRESENTATIVE, THAT ALL TESTING, H MEI FLUSHING, AND PROPER FILLING OF TI-4E TENANT'S SYSTEM HAS V) 2 BEEN COMPLETED IN ACCORDANCE TO THE LANDLORD'S REQUIREMENTS AND THAT THE TENANT'S SYSTEM IS READY TO IX BE CONNECTED TO THE LANDLORD'S SYSTEM. I • 0 LL B. VALVES 1. REFER TO VALVE SECTION 230523 C. PIPING SPECIALTIES: I. PRESSURE/TEMPERATURE TEST PLUGS ( PETE'S PLUG) - 1/4 INCH NPT FITTINGS TO RECEIVE EITHER A TEMPERATURE OR PRESSURE PROBE, 1/8 INCH O.D. FITTING AND CAPS SHALL BE 0 > BRASS WITH VALVE CORE OF NORDEL, RATED AT 400 PSIG, 0°F LU v TO 200'F. > w 1- 1:- Z 2. STRAINERS - "Y" PATTERN STRAINERS, 125 PSIG, CAST IRON Q CZ p BODY WITH PERFORATED STAINLESS STEEL SCREEN, THREADED w p > Q FOR 2 INCHES AND SMALLER, FLANGED FOR 2-1/2 INCHES AND 0> _1 > (Y LARGER. SCREEN OPENING SIZE AT 0.033 INCH FOR HEATING Q U z z3 6 0 Q AND 1/8 INCH FOR CHILLED OR CONDENSER WATER. PROVIDE --~ w WITH BLOW DOWN VALVE WITH HOSE END FITTING. m o i- 0 n a 3. THERMOFLO INDICATOR - "TFI". o o u Ll rti D. INSULATION I-- J I. ALL HYDRONIC PIPING FOR CHILLED WATER AND/OR HEATING WATER (NOT INCLUDING CONDENSER WATER UNLESS SPECIFICALLY NOTED OTHERWISE), VALVES, FITTINGS, AND ACCESSORIES SHALL BE INSULATED. FOR PIPE SIZES UP TO 2 INCHES, INSULATE WITH I INCH THICK (K=0.23 @ 75'F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. FOR PIPE SIZES 2-1/2 INCHES AND LARGER, INSULATE WITH 1-1/2 INCH THICK (K=0.23 @ 75°F) FIBERGLASS INSULATION WITH ALL SERVICE JACKET AND VAPOR BARRIER. 2. INSULATION AT ALL HANGERS FOR PIPING 2 1/2 INCHES AND LARGER SHALL BE HARD AND NON-COMPRESSIBLE. 3. ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NO HIGHER THAT 50 TO CONFORM WITH THE REQUIREMENTS OF THE • NFPA. `A R S 4. PROVIDE ZESTON OR EQUAL INSULATION FITTINGS FOR ALL • TEES, ELLS OR SPECIALTY FITTINGS. E. GENERAL INSTALLATION I. INSTALL CHILLED WATER PIPING WITHOUT PITCH. USE 0 I- ECCENTRIC REDUCING COUPLINGS AT CHANGES IN SIZE WITH < THE TOP OF PIPES AT SAME ELEVATION. g w LA 2. BRANCHES TO UNITS BELOW MAINS TO BE TAKEN FROM BOTTOM 0 w w OF MAINS AT A 45 DEGREE ANGLE, PITCH DOWNWARD TOWARD I- I- UNITS. BRANCHES TO UNITS ABOVE MAINS TO BE TAKEN FROM CI Q Q TOP OF MAINS AT A 45 DEGREE ANGLE PITCHED UPWARD m m m TOWARDS UNITS. PITCH NOT LESS THAN 1" TO 10 FEET. ■ X 4. CONTRACTOR MUST VERIFY EXISTING TAP SIZES PRIOR TO BID N X (MATCH TAP FROM LANDLORD PRIOR TO BID (ie. DRAIN DOWN/HOT TAPS)). FIELD VERIFY SIZE AND LOCATION OF CA EXISTING TAPS AND LINES TO ENSURE THAT THEY MEET THE r NEW AIR HANDLER'S REQUIREMENTS. NOTIFY LANDLORD AND OWNER'S CONSILL Q I - MP PIPING LY IF SHALL EXISTING I TAPS ARE SM INSTALLED INto ���� R QUIREMENT 7�11D ••S, DETAILED ONT PLAapp NS. SYSTEM V 5. INCLUDE NEW PIPE FROM LANDLORD VALVES TO HVAC CO U EQUIPMENT IN THE BID. DO NOT USE EXISTING PIPE FROM PREVIOUS TENANT'S HVAC SYSTEM. V Z.. 6. VERIFY EXISTING VALVES ARE IN PROPERLY WORKING Q Q CONDITION. REPACK VALVES IF REQUIRED. NOTIFY OWNER 0- CONSTRUCTION MANAGER IF VALVES REQUIRE REPLACEMENT. Cl) p 7. CONFIRM OPERATION OF LANDLORD'S SYSTEM I. X cc Z W z a v p rx Q LI- !1. UccOcci a A. EQUIPMENT INSULATION U H < ~ CV W LT- D0r I. HEATING SYSTEMS, CHILLED WATER,AND CONDENSER WATER SYSTEMS: GLASS FIBER, 0. 0 2 Z SEur° Ci) MI -RIGID; BASIS OF DESIGN MANUFACTURER: OWENS CORNING FIBERGLASS MODEL 103 Cl) FRK. INSULATION: ASTM 0553;SEMI-RIGID, NONCOMBUSTIBLE. K ('K51') VALUE: ASTMLU CO (n CI11 OR ASTM 0518,023 AT 15 DEGREES F. MAXIMUM SERVICE TEMPERATURE: 450 J m Z < O DEGREES F. MAXIMUM MOISTURE ABSORPTION: 0.2 PERCENT BY VOLUME. DENSITY: Q 0 3.0 LB./CU. FT. (48 KG/CU M). VAPOR BARRIER JACKET: ASTM C12I,FRK LAMINATED C) 0 FOIL/SCRIM/KRAFT REINFORCED WITH GLASS FIBER. SECURE WITH SELF-SEALING z O (D Z LONGITUDINAL LAPS AND BUTT STRIPS OR;ARMSTRONG ARMAFLEX CLOSED CELL Q C Z J Z ELASTOMERIC FOAM INSULATION MELTING ASTM 0534, "K" ('KSI') VALUE: ASTM C11, 0.21 AT 15°F. SERVICE TEMPERATURE RANGE: 10 TO I80°F. MAXIMUM MOISTURE _ Cr _ CO ° ABSORPTION: ASTM DI056 1.0 PERCENT BY VOLUME. MOISTURE VAPOR TRANSMISSION: C.) W QN., re Q 3 D ASTM E96,0,08 PERM INCHES. SEAL WITH ARMSTRONG MODEL 520. 5 Lu m 0 ` < co V O 2.. HEATING WATER 4,HILLED WATER AND CONDENSER WATER PUMP BODIES: PREMOLDED ry ARMSTRONG ARMAFLEX: I INCH THICK. g 3. CONDENSER/CHILLED WATER HEAT EXCHANGER: PREMOLDED ARMSTRONG ARMAFLEX: I PROF 0 I /2" INCHES THICK. o© eS lo i4. STEAM/HEATING HOT WATER HEAT EXCHANGER: PRE-MOLDED FIBERGLASS INSULATION,3" .?' AG I N E F1? -.2. THICK, BASED ON "K" VALUE OF 024"-021° o 75°F. PROVIDE PVC JACKET. 4:r, `SQA 81, 65PFC ' 5. HEATING AND CHILLED k"ATER AIR SEPARATORS: PREMOLDED ARMSTRONG ARMAFLEX: I o `� INCH THICK. .a "�� � G. HEATING WATER AND GHII I Fr) WATER EXPANSION TANK: PREMOLDED ARMSTRONG <C.\/\<„,,`7,/,". 2 �� oa ARMAFLEX: I INCH THICK. FIT�i� 1. 25/50 FLAME SPREAD/SMOKE DEVELOPED. LL b m a 0 U 11972 a m ¢s SHEET ii aVt ^n• om 3 -0mM1.O1 e�o Plot Date: 1/25/2019 ... • . (.411 1..... 0 ABERCROMBIE & FITCH CO. 6301 FITCH PATH NEW ALBANY, OHIO 43054 614-283-6500 SUPPORT ROD `� VERTICAL f / RIGIDLY SUPPORTED VERTICAL SEISMIC ` ADJUSTABLE SEISMIC FROM ROOF STRUCTURE BRACING. CONNECT \ �-- SUPPORT ROD ( SHIELD SCHEDULE CLEVIS BRACING / TO ROOF STRUCTURE. ` RIGIDLY SUPPORTED PIPE SIZE LENGTH OF HANGER o FROM ROOF STRUCTURE SHIELD o o 45' Y" TO 6" 8" FIBERGLASS �, INSULATION Ili RECTANGULAR j I8" TO 12" 12" — TYPICAL FOR ALL W co a) DUCT ,r,-- CIRCULAR — INSULATED PIPING -o .r 0 DUCT 16 GA. GALV. STEEL SHIELD .4- 0 ;, 45' HORIZONTAL ANGLE ® PIPE Cr I ° o MEMBER p o C / / I /Z- 0 m o CrE p c 1 I ae r • to m CO ( S CIRCULAR DUCT SUPPORT. b o > N TRAPEZE TYPE SUPPORT o °' `O LENGTH OF SHIELD SPACING BETWEEN SEE SCHEDULE kJ he I — - SPACING BETWEEN RODS o ,/"/ SUPPORTS N,.... SEISMIC NOTES: a. ice SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: SUPPORT 1)GAS PIPING 1" DIAMETER AND GREATER. , ROD —� OVION SEISMIC BRACING 2)ALL PIPING 2.5" DIAMETER AND GREATER. CONNECT TO TOP 3)EXCEPTION: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN AG �1. 1OF NEXT SUPPORT ROD LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE C HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. X • SEISMIC THE SIZE, TYPE, SPACING, AND METHOD OF INSTALLATION OF 0 IL BRACING SEISMIC BRACING SHALL BE IN ACCORDANCE WITH THE LATEST SEISMIC 5) "SMACNA SEISMIC RESTRAINT MANUAL-GUIDELINES FOR BRACING MECHANICAL SYSTEMS". GAS PIPING IS TO BE CLASSIFIED UNDER r HORIZONTAL ANGLE "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS 04r MEMBER CIRCULAR "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. — DUCT tY. Ill SEISMIC BRACING SEISMIC BRACING - IN > Q 16 DETAIL LE S G PIPE HANGER NO SCALE cZ 'Li w w z CZ DUCT SUPPORT DETAILS Q ,, Q ° ,u E N.T.S. z> - <u 0 H METAL PROTECTION RIGID 5 o w Q iu w U SHIELDS MOLDED 5 o La 6 Q SUPPORT FIBERGLASS CHAIR Cl i o —INSULATION I ' ' S DUCT SUPPORT BOLTED TO PART I - VERTICAL DUCTS CHANNEL MAXIMUM MAXIMUM HANGING RODS --INSULATED SIDE OF METAL STRAP OR DIAMETER Y2" MIN. PLUMBING RECTANGULAR ANGLE BRACKET OF ROUND NUTS & PIPES. DUCT DUCTS STRAPS LOCK I 0041" (NO. IS GAGE) WASHERSCs 3 .. 24" I"x 1/8" STRAP 10" tJ� GALVANIZED STEEL 2" WIDE STEEL ,,u ;, CHANNEL , �V 56" I" x I" x I/5" 20" 0.055" (NO. l8 GAGE) ADEQUATE TO ANGLE' GALVANIZED STEEL 2" WIDE CARRY LOAD SEISMIC NOTES: I I/8" x I I/8" „ 1 SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: . 45” 40" I/8 STEEL x 11/2" x1/8" ANGLE I 1)GAS PIPING 1" DIAMETER AND GREATER. 11/2" x 11/2" 2)ALL PIPING 2.5" DIAMETER AND GREATER. HANGERS 12" OR 60" x I/8" ANGLE ' 60" I/8" STEEL x 2" I 3)EXCE LENGTHO ROMLL THEPING TOP OF PIPED Y TO ED BTHENDIVIDUAL POINT OF ATTACHMENT OF THES IN HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. THE SIZE, g R 0 OVER 60" 2" x 2" x 1/8" OVER b0" 3/I6" STEEL x 2" I TYPE, SPACING, AND METHOD OF INSTALLATION OF SEISMIC BRACING SHALL ANGLE' BE IN ACCORDANCE WITH THE LATEST NFPA 13 REQUIREMENTS GAS PIPINGS TO BE MANUAL-GUIDELINES FOR MECHANICAL SYSTEMS". GAS PIPINGIS TO BE CA CLASSIFIED UNDER "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS PART II - HORIZONTAL DUCTS "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL Q Cii GENERAL NOTES: Q w IS" I" x IS GAGE 2 1)PROTECTION SADDLES SHALL BE COPPER CLAD IF COPPER TUBE IS USED. 1 w0 SAME GAGE A5 GALVANIZED 2)PROVIDE INTERMEDIATE HANGING ROD SUPPORT WHERE NUMBER OF PIPES 10" STEEL DUCT, I" WIDE OR EXCEED FIVE(5)(N0. 18 GAGE GAL . `I w w 50" 2ANIZED STEEL WIRE) ON 10'VCENTERS V0 t~!1 I" x I8 GAGE DETAIL-TRAPEZE HANGER m Ci m 48" I" x 118" 2 SAME GAGE AS GALVANIZED NO SCALE X 20" STEEL DUCT, I" WIDE OR 1`0,. X (NO. 6 GAGE GALVA 60" I" x I/8" 2 STEEL WIRE) TIED TO D CD 40" GALVANIZED STEEL BAND • r SO" 2 AROUND DUCT ON 10' CENTERS I" x I/8" Y I SAME GAGE A5 GALVANIZED ADD FRAMING CHANNEL X m U b0" STEEL DUCT, 1 112"HIDE OR ANGLE WHEN "L" IS ,ill . _ ON 6'CENTERS GREATER THAN MAX; of / O S OVER 60" SAME GAGE AS GALVANIZED LENGTH. ` , = v , f U STEEL DUCT, I I/2"WIDE ' I ON 4'CENTERS o� J U Z Iti-C9r-\i/4 :IX e• 1 PART III - HORIZONTAL DUCTS - TRAPEZE - TYPE SUPPORTS _ 4 CO ct SAME AS 0 OPPOSITE SIDE \ PIPE HANGER ROD CLIP MAXIMUM / ..... CONNECTION DIAMETER OF HORIZONTAL PIPE /� NQ Cs X ROUND DUCT SUPPORT HANGER HANGER : � ADD PIPE SLEEVE THAT HAS Z OR SIDE OF ANGLE 3 s` / AN INSIDE DIAMETER, Y4."± .���/� RECTANGULAR `�. LARGER THAN OUTSIDE DIA. 0 11,1 DUCT CC SEISMIC NOTES: < 56" 11/2" x I I/2" x1/8" I/4" ROUND ROD OR I" x I" x1/8"ANGLE SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: c 1) GAS PIPING 1" DIAMETER AND GREATER. W 0 L 45" 2" x 2" x I/8" I/4" ROUND ROD OR I" x I" x I/8" ANGLE 2) ALL PIPING 2.5" DIAMETER AND GREATER. CI) CO 3) EXCEPTION: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN I tL 60" 2" x 2" x 11S" 5/16"ROUND ROD OR I" x I" x1/8" ANGLE LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE CO Z w Z co Q HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. THE SIZE, _ U rE 0 CV 84" 2"x 2" x 1/S" 3/8" ROUND ROD OR I" x I" x V/8" ANGLE TYPE, SPACING, AND METHOD OF INSTALLATION OF SEISMIC BRACING SHALL QI.-- < 1-- N BE IN ACCORDANCE WITH THE LATEST "SMACNA SEISMIC RESTRAINT I— (j., = 0 N- I I SPACED VERTICALLY NOT MORE THAN 12 FEET ON CENTERS MANUAL-GUIDELINES FOR MECHANICAL SYSTEMS". GAS PIPINGIS TO BE W { Z C3 Z 2 SPACED HORIZONTALLY NOT MORE THAN 10 I LL ON CENTERS CLASSIFIED UNDER "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS CI wid CO = re C2 tn 3 SPACED NOT MORE THAN 8 FEET ON CENTERS "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. LU z O 0 SMACNA SEISMIC MANUAL NOTES: Q m O 1) REFER TO CHAPTER 3 FOR GENERAL REQUIREMENTS. 0 2 I— s In 0 2) SEE PAGE 4.14 FOR LONGITUDINAL BRACING. Z 0 Z Z'� O 3) SEE TABLE 5-4, 6-4 OR 7-4 FOR VERTICAL HANGERS DIAGONAL BRACING, CC SIZE, CONNECTION TO SUPPORTING STRUCTURE, AND SPACING OF BRACING. = U0 _ co N w DETAIL-CABLE BRACING w W Q ~ 0 Q a NO SCALE 2 Q CD a- V) 0 Q C o‘) PR0Fes, s--: ito'N.,,-;0 L,_ 4., 1 8V65PE $2 � mss `, ° �.... .� UBE � m R " a. Filli ., 2 M U • 11972 m Zz SHEET ��N a�t 0,'U t i m . v,_,r M1.02 Plot Date: 1/25/2019 • 4 SC-EDJLE - SALES AREA SIZE (in) A MAX PRESSURE MAX NOISE Project Name:AnF-Washington Square,!r ORSystem Sizing Summary for Total Systems 01/03/2019 REFERENCE MAKE MODEL TYPE DROP (IN. W.G.) CRITERIA (NC) MOUNTING FINISH NOTES Prepared by:Bluestreak Consulting 03:03PM FACE NECK - 0 Air System information SD-1 KRUEGER PLO PLAQUE DIFFUSER 24"x24" 104)" 0.1 25 LAY-INT-BAR F23 10-ALUMICAN PROVIDE WITH 1-ICF23 MOUNTING Air System Name Total System Number o#zones 1 FRAME Equipment Class UNDEF Floor Area 5117.0 ft2 Air System Type SZCAV Location Portland,Oregon SD-2 KRUEGER PLQ PLAQUE DIFFUSER 24"x24" 80" 0,1 25 LAY-IN T-BAR F23 10-ALUMICAN PROVIDE WITH HCF23 MOUNTING FRAME Sizing Calculation information Calculation Months.---__.-.-_.....__.__.--.---_.._ ..Jan to Dec Zone CFM Sizing Sum of space airflow rates ABERCROMBIE & FITCH CO. SD-3 KRUEGER PLQ PLAQUE DIFFUSER 24"x24" 120" 0.1 25 LAY-IN T-BAR F23 35-BLACK PROVIDE WITH 1-1CF23 MOUNTING Sizing Data Calculated Space CFM Sizing Individual peak space loads 6301 FITCH PATH FRAME NEW ALBANY, OHIO 43054 Central Cooling Coil Sizing Data 614-283-6500 SD-4 KRUEGER PLO PLAQUE DIFFUSER 12"x12" 60" 0.1 25 LAY-IN T-BAR F23 35-BLACK PROVIDE WITH I-1CF23 MOUNTING FRAME Total coil load 9.0 Tons Load occurs at Jun 1500 Total coil load 107.6 MBH OA DB I WB 89.0 167.0 'F Sensible coil load. .. _101.3 MBH Entering DB/WB 79.3 l 65.5 °F Coil CFM at Jun 1500 4725 CFM Leaving DB/WB 59.4/58.1 'F 5D-5 KRUEGER PLO PLAQUE DIFFUSER 12"x12" 80" 0.1 25 LAY-IN T-BAR F23 35-BLACK PROVIDE WITH I-1CF23 MOUNTING FRAME Max block CFM 4725 CFM Coil ADP 57.2 °F Sum of peak zone CFM 4725 CFM Bypass Factor 0.100 Sensible heat ratio 0.941 Resulting RH---------_ .55 % 5D-6 KRUEGER PLO PLAQUE DIFFUSER 12"x12" 84' ZoT ft2/Ton 570.5 Zone -stat Check 1 of 1 " 0.1 25 LAY-IN T-BAR F23 35-BLACK PROVIDE WITH HCF23 MOUNTING FRAME CFM/Ton 526.8 nigsupplytemp.__ _.___-.________________-._--___-_____.5f18.0 OK O BTU/(hr•ft2) 21.0 Max zone temperature deviation. 0.0 'F 14" Water flow @ 10.0°F rise.....-___.__--__- ..-...___-.--_.21.54 gpm DFL I-IT I-SLOT LINEAR FABRICATED INSULATED PLENUM, SD-7 KRUEGER 48"'x1.0" 60" 0.1 25 CONCEALED 35-BLACK KRUEGER OCOD DAMPER ADJUSTABLE �- FRAME CC DIFFUSER MOUNTING 0 FROM FACE. PROVIDE HI MOUNTING CLIP, Central Heating Cell S#zing Data o o DFL HT 1-SLOT LINEAR „ �, „ CONGEALED FABRICATED 14" INSULATED PLENUM, Max coil load 78.0 MBH Load occurs at Des Htg 0 > SD-8 KRUEGER 48 x1.5 100 0.1 25 44-BRITISI-I WHITE KRUEGER OCOD DAMPER ADJUSTABLE Coil CFM at Des Htg 4725 CFM BTU!(hr ft2}___-___.__ _ _.__.__.______.____.................__..__15.2 ° III FRAME CC DIFFUSER MOUNTING FROM FACE. PROVIDE I-Il MOUNTING CLIP. Max coil CFM 4725 CFM Ent.DB I Lvg DB 58.2/73.5 F cn co cu FIXED 35' Water flow @ 20.0'F drop 7.80 gpm a v v` ' RG-1 KRUEGER 585 DEFLECTION STEEL 26"x16" - 0.1 25 SURFACE MOUNT F22 10-ALUMICAN f NNW o c � GRILLE Supply Fan Sizing Data Qo 0 o FIXED 35' Actual max CFM 4725 CFM Fan motor BHP 0.00 BHP RG-2 KRUEGER 585 DEFLECTION STEEL 16"x16" - 0.1 25 LAY-IN FRAME F23 10-ALUMICAN PROVIDE WITH 51-ICF23 MOUNTING Standard CFM 4718 CFM Fan motor kW 0.00 kW E GRI LLE FRAME Actual max CFM/ft2 0.92 CFM/ft2 Fan static 0.00 in wg Ctuu m cvi 5 -65.,, N RG-3 KRUEGER 585 DEFLECTION STEEL 16"x16" - 0.1 25 LAY-IN FRAME F23 35-5LACK FRAME PROVIDE WITH 5I-ICF23 MOUNTING Outdoor itersVentilation tllatlAirData FIXED 35' o i co .. ..... ,.„ , GRILLE Design airflow CFM 1149 CFM CFM/person._.__._..__..__._.__....__........_..._._..__....-__._._.._._15.96 CFM/person FIXED 35' CFM/ftz 0.22 CFM/ft2 ed uj RG-4 KRUEGER 585 DEFLECTION STEEL 12"X12" - 0.1 35 SURFACE MOUNT F22 35-BLACK ILLI m GRILLE FABRICATED 14" INSULATED PLENUM, DFL HT 1-SLOT LINEAR „ CONCEALED RG-5 KRUEGER FRAME CC DIFFUSER 48 x1'75„ 0.1 25 MOUNTING 44-BRITISI-I WHITE KRUEGER OCOD DAMPER ADJUSTABLE 0 Ili FROM FACE. FIXED 35' len mg RG-6 KRUEGER 585 DEFLECTION STEEL 24"x24" - 0.1 25 LAY-IN T-BAR F23 10-ALUMICAN PROVIDE WITH I-1CF23 MOUNTING FRAME GRILLE iieZ CZ I SCHEDULE - NON-SALES AREA ry SIZE (mm) 1-14 MAX PRESSURE MAX NOISE w H > REFERENCE MAKE MODEL TYPE DROP (IN W.G.) CRITERIA (NC) MOUNTING FINISHNOTES > Q v FACE NECK v DOUBLE DEFLECTION „ „ „ 35 DEG. PROVIDE OPPOSED BLADE O E 0 iii Q SD-9 KRUEGER 4880 10 x8 8x6 0.1 35 DUCT MOUNT 44-BRITISH WHITE 0 z •1- < f 0 GRILLE DAMPERS " t7> ....1> re Z (X FIXED 35' n v EG-1 KRUEGER 585 DEFLECTION STEEL 12"X12" 4%6" 0.1 35 SURFACE MOUNT 44-BRITISH WHITE Hourly Analysis Program 5.10 Page 1 of 7 j w CZ Q GRILLE m L] I- 0 Q FIXED 35' p. i ii t TG-1 KRUEGER 585 DEFLECTION STEEL 26"x16" - 0.1 25 SURFACE MOUNT F22 44-BRITISH 1/41-IITE 6 o L? 6 GRILLE cu ►- O - U AIR DEVICE SCHEDULE G MECHANICAL LOAD CALCULATIONS SCALE: NONE SCALE: NONE 2 g COMMISSIONING PARALLEL FAN PDN FRED VAV TERMINAL UNIT D. PM SITE VISIT #2 - MECHANICAL REVIEW (CONTINUED) COMMISSIONING D.3. AUDIT THE GC CONTROLS FIELD INSTALLATION VERSUS THE ALC SHOP ELECTRIC HEAT ELECTRICAL REQUIREMENTS A. GENERAL DRAWINGS. THE REVIEW SI-TALL INCLUDE BUT NOT BE LIMITED TO: TAG MANUFACTURER MODEL UNIT SIZE INLET HP E.S.P. VOLTAGE NOMINAL MINIMUM AIR AA. ALL REFERENCES TO THE TERM "OWNER" REFER TO ABERCROMBIE * FITCH, D.3,1. EQUIPMENT INSTALLED (EMS PANEL, SENSORS, ETC.) FLOW (CFM) FLOW (CFM) AlR FLOW KW MBH I LAT('F) STEPS I VOLTAGE VOLTS/PHASE MCA (A) IMOCP (A) WEIGHT NOTES A*F OR HOLLISTER. (CFM) /I-1Z (WIRES) 0.3.2. CONTROLS CABLE PULLED 4 LABELED A.2. ALL REFERENCES TO THE TERM "VENDOR" REFER TO THE OWNER SUPPLIED (Y D.3.3. NOTIFY APF IMMEDIATELY IF CABLE IS NOT INSTALLED OR I R R FPVAV-1 CARRIER 45M 4 10" 1/4 0.5 208/3/60 1,200 550 650 5 17,061 84.3 2 208/3/60 208/3/60 (3) 19.7 20 156 1-10 HVAC CONTROLS COMMISSIONING VENDOR. 0 INSTALLED CABLE IS NOT WHAT ALC PROVIDED A.3. ALL REFERENCES TO THE TERM "PROGRAM" REFERS THE I-IVAC 4 CONTROLS Q D,4. PRODUCE HVAC 4 CONTROLS INSPECTION REPORT TO BE SAVED IN JOB'S COMMISSIONING PROGRAM. Q SITE VISIT FOLDER, y FPVAV-2 CARRIER 45M 6 14" 3/4 0.5 208/3/60 2,200 1,200 I,00 10 37,634 85.9 2 208/3/60 208/3/60 (3) 41.07 45 167 1-10 A.4. ALL REFERENCES TO "ALC" REFER TO THE A*F OWNER SUPPLIED ENERGY El W MANAGEMENT SYSTEM VENDOR, AUTOMATED LOGIC CONTROLS, a Li U E. PM VISIT #3 - EQUIPMENT START UP AND AIR/WATER. 0 I- FPVAV-3 CARRIER 45M 3 8" 1/10 0.5 208/3/60 800 400 400 4 13,649 91.5 2 208/3/60 208/3/60 (3) 15,38 20 153 1-10 E.1. AUDIT THAT ALL DEFICIENCIES IN THE PM SITE VISIT #2 REPORT ARE w 4 Ce B. PURPOSE p RESOLVED DURING PM VISIT #3, IF ALL ITERMS ARE NOT COMPLETE PM 13.1. A*F HAS IMPLEMENTED AN OWNER SUPPLIED HVAC 4 CONTROLS Q` SHOULD REVIEW WITH THE GCS SITE SUPERINTENDENT BEFORE LEAVING THE Q LiCC w FPVAV-4 CARRIER 45M 6 10" 1/4 0.5 208/3/60 1000 500 500 5 17,061 91.5 2 208/3/60 208/3/60 (3) 19.7 20 135 1-10 COMMISSIONING PROGRAM TO GUARANTEE ALL NEW STORES ARE 100% SITE, I- I- (i)COMMISSIONED AT THE PUBLISHED STORE TURNOVER DATE. E.2. REQUEST 4 OBTAIN A COPY OF THE HVAC EQUIPMENT STARTUP REPORT(S) 0 Q m m OWNER PROVIDED FACTORY INSTALLED OPTIONS: GG PROVIDED GC INSTALLED ACCESSORIES: 7. AIR BALANCING CONTRACTOR TO GALL OWNER PROVIDED FIELD INSTALLED ACCESSORIES: Q WITH SIGNATURE OF MANUFACTURER'S REPRESENTATIVE WHO PERFORMED m AUTOMATED LOGIC 678-797-5088 FOR HVAC C. EXPECTATIONS THE STARTUP FROM GC $ SAVE TO STORE FOLDER IN NOT COMPLETE UNTIL 1. INCLUDE WITH HANGERS INDUCTION INLET FILTER` 3. FPVAV UNIT SUPPLY SHALL BE BALANCED TO CONTROLS MAXIMUM AIRFLOW CALIBRATIONS. AFTER PM VISIT #3 X PM TO OBTAIN REPORT A5 SOON AS STARTUP 15 AND FAN MOTOR FUSE. r THE CFM IN SCHEDULE. C.i. THE VENDOR 15 EXPECTED TO WORK IN A METHODICAL AND PROFESSIONAL COMPLETE. N X 8. REFER TO MALL DESIGN CRITERIA FOR MORE MANNER. N. X 2. PROVIDE WITH 24 VAC TRANSFORMER. 4. INSTALL PER MANUFACTURER'S INFORMATION. C.2. THE VENDOR SHALL FOLLOW ALL LOCAL, COUNTRY, LANDLORD, * A*F CD RECOMMENDATIONS. RULES/REGULATIONS. - 9. SEE CONTROL SHOP DRAWINGS FOR EMS 5. GC TO PROVIDE VIBRATION ISOLATORS. CONTACT INFORMATION. C.3. THE VENDOR IS REQUIRED TO PROVIDE ALL NECESSARY LABOR, MATERIALS, COMMISSIONING 4 EQUIPMENT TO COMPLETE THE PROGRAM. THE VENDOR IS RESPONSIBLE = F. COMMISSIONING SITE VISIT 6. "=• ISI-IEN 5I-19NN FOR COORDINATING ALL SITE VISITS WITH THE GENERAL CONTRACTOR. C.4. THE VENDOR IS RESPONSIBLE FOR ALL TRAVEL ARRANGEMENTS. G.S. THE VENDOR IS RESPONSIBLE FOR ACCESSING AND DOWNLOADING THE F.1. AUDIT THAT ALL DEFICIENCIES IN THE PM SITE VISIT #3 REPORT ARE O LL LATEST REVISION OF SHOP DRAWINGS, EQUIPMENT SUBMITTALS, AND RESOLVED BY THE FIRST DAY OF THE SITE VISIT, IF ALL ITEMS ARE NOT CO o COMPLETE, IMMEDIATELY REVIEW THE DEFICIENCIES WITH THE GC'S SITE CONSTRUCTION DOCUMENTS FOR EACH SITE VISIT. SUPERINTENDENT AND CONTACT ASF. 0 LLI C.6. THE VENDOR SHALL MAKE ONE SITE VISIT FOR EACH STORE. THE VISIT 'J C.) Z F.2. CONTACT ALCI5 CUSTOMER SERVICE LINE (PHONE #: (678) 797-5088) AND Q SMALL COORDINATE WITH THE ASF CONSTRUCTION SCHEDULE. COMPLETE A POINT-TO-POINT AUDIT OF THE CONTROLS SYSTEM WITH ALC. 0 , <t C.7. THE VENDOR SHALL REVIEW THE CONSTRUCTION SCHEDULE ON A WEEKLY BASIS TO PLAN AND COORDINATE TRAVEL TO SITES AS REQUIRED. Ci F.3 TERMINATE ALL CONTROLS CABLES INTO THE EMS PANEL AND CONTROL C.8. THE VENDOR SHALL CHECK IN 4 OUT WITH TI-IE GC SITE SUPERINTENDENT DEVICES PER THE ALC SHOP DRAWINGS HVAC EQUIPMENT SUBMITTALS.- Q EACH DAY OF THE SITE VISIT. THE FOLLOWING IS A LIST ITEMS TO TERMINATE. ITEMS SHALL INCLUDE 0 0 X C.9. THE VENDOR SHALL REVIEW, IN PERSON, ALL DEFICIENCIES WITH THE GC'S BUT NOT LIMITED TO: --11 CC Z SUPERINTENDENT PRIOR TO LEAVING THE SITE EACH DAY. 0 F.3.1. EMS SPACE TEMPERATURE SENSOR(S) Z W C.10. THE VENDOR SHALL SUBMIT A DAILY SITE VISIT REPORT VIA EMAIL TO THE F.3.2. EMS RELATIVE HUMIDITY SENSOR(S) CC A$F CONSTRUCTION TEAM. Q Q C.11. THE VENDOR SHALL COMPLETE AN HVAC * CONTROLS INSPECTION REPORT, F.3.3. EMS SUPPLY AIR TEMPERATURE SENSOR(S) FORM DEFINED BY A*F, THAT LISTS ALL DEFICIENCIES WITH PHOTOS OF CZ F.3.4. EMS OUTDOOR AIR SENSOR(S) W I- '- i EACH DEFICIENCY. REVIEW THE REPORT WITH THE GC'S SITE Q F.3.5. PROGRAMMING EQUIPMENT MANUFACTURER GATEWAY. MECHANICAL EQUIPMENT SCHEDULE SUPERINTENDENT AND HAVE THEM SIGN THE REPORT. SUBMIT THE REPORT w F.3.6. EMS CHILLED, HOT, AND CONDENSING WATER SENSOR(S) n I W Z M T SCALE: NONE THE JOBSITE.VIA EMAIL TO THE ASF CONSTRUCTION TEAM WITHIN 24 HOURS OF LEAVING F,3,7. EMS CURRENT OPERATED SWITCHES) w U or Q N C.12. THE VENDOR SHALL WORK WITH THE GC, ALC, * HVAC EQUIPMENT Z F.3.8. EMS CONTROLS WIRE AND POWER: FOR ALL NON-DAIKIN HVAC = MANUFACTURERS TO RESOLVE ALL DEFICIENCIES. z EQUIPMENT. THIS WILL INCLUDE, BUT NOT LIMITED TO, V Z Z 0 CARRIER, TRANE, YORK, LENNOX, ETC U) 08 Cn = F.3.9. EMS CONTROLS WIRE: FOR ALL THIRD PARTY EXHAUST W CO Q D. PM SITE VISIT #2 - MECHANICAL REVIEW T SUPPLY OR CIRCULATION PUMPS. f J -- Z < d 0 D.1. AUDIT THE INSTALLED HVAC EQUIPMENT VERSUS THE APPROVED GC E Q m 0 b El F.3.10. ALL MODBUS CONNECTIONS p 00 IY SUBMITTALS. 0 U Q I- z I-- ,t LU D.2. AUDIT THE GC FIELD INSTALLATION VERSUS THE CONSTRUCTION DOCUMENTS. v Z 0 F.4. NOT INCLUDED IN SCOPE: Q V Z C/) J Z .�� THE REVIEW SHALL INCLUDE BUT NOT BE LIMITED TO: .- 0 Z F.4.1. ELECTRICAL OR POWER TERMINATIONS TO THE EMS PANEL AND E b TOILET EX-AJST�J" T FA\ AJC--,E D V�, E Q D.2.1. HVAC EQUIPMENT (INDOOR it OUTDOOR) LIGHTING CONTACTORS U W M J >1 D.2.2. ROOF CURBS 4 PENETRATIONS t= O U KEY: GENT.-CENTRIFUGAL; PROP.-PROPELLER; F.G.-FORWARD CURVE; F.4.2. INSTALLING THE EMS PANEL, UNITARY PANELS, OR SENSORS LU co 00 D.2.3. PIPING (REFRIGERANT, CONDENSER, CONDENSATE, CHILLED 51-BACKWARD INCLINED; A.F.-AIR FOIL U F.4.3. PROVIDING OR INSTALLING THE COMMUNICATION OR CONTROLS Q z WATER, POTABLE WATER, STEAM, NATURAL GAS, ETC.) CABLE D.2.4. DUCTWORK ,, ELECTRICAL REQUIREMENTS F.4.4, FIRE PROTECTION OR FIRE ALARM SYSTEMS 0 EXTRACT DUTY MAX NOISE D.2.5. SEISMIC HANGARS (IF APPLICABLE) REFERENCE MODEL MANUFACTURER STATIC HEAD CONFIGURATION APPLICATION LOCATION NOTES Q- b (CFM) (IN. W.G.) VOLTAGE PHASE MOTOR CRITERIA (dBA) D.2.6. VIBRATION ISOLATORS PROS F.5. THE VENDOR IS TO REMAIN ON SITE UNTIL THE STORE HAS BEEN 100% ,�� 1 N E S, e ROOF 4 D.2.7. AIR DEVICES (DIFFUSERS, GRILLES, VCD'S, ETC.) COMMISSIONED. VENDOR SHALL NOT LEAVE THE SITE UNTIL 100% �� �G F9,0'G,�� CENTRIFUGAL TOILET EXHAUST FAN TO BE CONTROLLED BY COMMISSIONED UNLESS APPROVED BY A*F'S PROJECT MANAGER. jv� 3 �' ° TEF-1 60ACE13 LOREN COOK 75 .5 120 1 1/6 55 MOUNTED P.2.8. INSULATION (DUCTWORK, PIPING, ETC.) 8155PE,a FAN RESTROOM OCCUPANCY SENSOR # ' �� 4. D.2.9, MAINTENANCE ACCESSIBILITY (FILTERS, COILS, MOTORS, s '\ 41.'"'‘�� � ISOLATORS, ETC.) F.6. PRODUCE HVAC CONTROLS INSPECTION REPORT DAILY AND HAVE THE . REPORT SIGNED BY THE SITE SUPERINTENDENT OR DELEGATED PERSONNEL ,rte�ti�1 �° . " D.2.10. FIRE DAMPER(S) c� 1'6�� �� a, D.2.11, CONTROLS j::: ; A. GC CHARGE BACK '/ F IT��.'� U A.1. A $2000.00 PER DAY BACK CHARGE WILL BE APPLIED TOWARDS THE GC CONTRACT FOR ALL ADDITIONAL DAYS REQUIRED ON SITE DUE TO GC ISSUES. TO INCLUDE BUT NOT LIMITED TO COSTS TO CHANGE FLIGHT, U HOTEL, AND PER DIEM. 11972 %, 0 A .- 34.x Sr ICG 1 m a 2 m 1,mu 3 03°u o m ..° 2 GC PROVIDED MECHANICAL EQUIPMENT SCHEDULES E COMMISSIONING SPECIFICAITONS zm4 � --"° x 43 n SCALE: NONE SCALE: NONE M1.20 Plot Date: 1/25/2019 is r i fi' ll:3 • E � _ � � 1 . I ADJACENT TENAI�lT — — I A FPVAV-5 .. INL • QJ BOO CFIl / i i . _ - - -: � r i Yom, •.� r . . . ., I :a4 ,,,,.::::::::�:... ......................... . .- ..».... 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I ;TO TEF-1 it., I TEF-1 r ( 75 > ® FLEX SALES j 1 .�� ' I € MECHANICAL PLAN 00 /- ECi € i to 101 <.: EG-1 i I1 1/4 = 1`-0 STROOM E -1 i " • o w g < L.L.i I t„_� a �........... 125 . i a w Gtw LJ # = i= I— I— # _ _ _ r ...., # X r • i : .. 1 [V x N.T U co m c) LI- CO U W .. GENERAL PLAN NOTES MECHANICAL PLAN NOTES MECHANICAL PLAN SYMBOL LEGEND Q a. a cc 1. COORDINATE ROUTE OF DUCTWORK WITH SUPPORTS FOR LIGHTING SYMBOL DESCRIPTION SYMBOL DESCRIPTION IN ALL SALES AREA. REFER TO ELECTRICAL LIGHTING PLAN FOR LOCATE SENSOR WHERE SHOWN. FURTHER INFORMATION. 5D-X 02 PROVIDE A RETURN AIR OPENING IN WALL ABOVE CEILING, SIZE AS XXX O TOILET EXHAUST SHUT-OFF VALVE x MALL REQUIRED HMS CONTRACTOR: CC Z 2. TEMPERATURE SENSORS TO BE MOUNTED 48” AFFL UNLESS SHOWN, ENVIRONMENTAL CONTROLS, INC. XBALANCE VALVE W OTHERWISE NOTED. //�\ _ (} DALE NOLAN SD SUPPLY DIFFUSERCC >` �, , -�� • - 4 ��-- I --� -- l�,GG1-SS TO DUCTA ® •• 3. ALL NON-SALES AREA GRILLES SHALL BE MOUNTED AT 121-011. v SMOKE DETECTOR ABOVE f-1NIS IED CEILING. 7606 SW Bridgeport Rd Q Tualatin, OR x722.4 RG RETURN GRILLE III PIPE UNION D IC 4. ALL MECHANICAL EQUIPMENT SHALL BE LABELED ANF-XXX-# () PROVIDE A NEW ROOF MOUNTED TOILET EXHAUST FAN AS SCHEDULED. 0 EXTEND EXHAUST DUCT TO ROOF SEE M6,00 FOR ADDITIONAL EG EXHAUST GRILLE - 2-WAY TEMPERATURE (WHERE XXX IS THE EQUIPMENT DESIGNATION, ACU, CU, EF, ETC.) � [A 7 I IN ACCORDANCE WITH CONTROL VALVE Li_ THE LABELING REQUIREMENTS IN SPEC BOOK. INFORMAITION. x W Z Q '' E.G., INSTALLED BY CAC > AIR CURTAIN IN/ I Y-TYPE STRAINER (� CCO CV O DUCT MOUNTED S^9BI<C DETECTOR, rURNI�HI=D DY M.G., WIRED BY E.C. TO 01 IUT DOWN UNIT UrON DETECTION or CMOKE Z I— Q I— N r. AND ;END A GUPERVICO1Y SIGNAL. SMOKE DETECTOR C1-IALL BC ESC V EXHAUST GRILLE © TOILET EXHAUST FAN REFRIGERANT SUPPLY [DXS] J V" z 0) z 6-014N-E<_-..TED TO THE MALL HRC ALARM CY0T-E-R1- 6 t"ULL OIZ� - - - EF/< EXHAUST FAN �J,J CO p r =” _ . - ® REFRIGERANT RETURN [DXR] J Z COVER OPENING WITH 1/2" HARDWARE CLOTH. Q inis—m Z a o O7 e '== Or UNIT _ = •' ' - Z 4 WAY CASSETTE TYPE C ACU AIR CONDITIONING UNIT CHILLED WATER SUPPLY [CI-IAS]] 0 Z ,.• - - :.CTG TO RUN THROUGII UNIT CURB / FAN COIL UNIT OPENING. SEE M2.10 TOR CONTINUATION. CAHU> AIR HANDLING UNIT CHILLED WATER RETURN [CHWR] Q Com) z W J Z 1 EZ ® CONTACT GENERAL CONTRACTOR PROJECT MANAGER FOR HVAC CONTROLCO Cr) Ier "' J CC 0 `i SHOP DRAWINGS SHOWING WIRE PULLS, SENSORS, AND CONTROL PANEL O MVAC SENSOR ® CONDENSING UNIT CONDENSATE LINE [CD] m Q O _1 MOUNTING LOCATIONS. Q : O>F a to 0 ry (c)1DUCTWORKPRIOR TO FPVAV BOX TO BE MEDIUM PRESSURE. TYPICAL CD EMS SENSOR HRV HEAT RECOVERY VENTILATION [ DUCT CAP I_ .. FOR ALL FPVAV BOXES. OUTDOOR AIR SENSOR MD I DUCT, FLEXIBLE CONNECTION O 10 CONNECT TO EXISTING TAP ON MEDIUM PRESSURE LANDLORD SUPPLY O ATTACHED TO NORTH SIDE OF OA I I FRQ/ AIR DUCT. MODIFY EXISTING TAP TO MATCH NEW TAP SIZE SHOWN ON INTAKE HOOD WITH SUN SHIELD DC SMOKE EXTRACT DAMPER r�� G1 N Ek `r/0 ,,, PLANS. FIELD VERIFY EXACT SIZE AND LOCATION PRIOR TO BID. DUCT TRANSITION ,. o CONTROLLER � v `� ,•,.,- , o- TRANSITION DUCTWORK AS REQUIRED. I c $1a365P1" ° o`'.� •; G SOUND ATTENUATION VCD VOLUME CONTROL DAMPER `, ,•,. a • n MAINTAIN MANUFACTURER RECOMMENDED CLEARANCES FOR FPVAV. ENSURE �.e�\� 44. ..I4:-/:1; �� �- IEMS • ADEQUATE ACCESS WILL BE MAINTAINED PRIOR TO INSTALLATION. SEE •o . CDUCT DROP 4 RISE, ROUND STRUCTURAL SHEETS FOR HANGING INFORMATION. TRANSITION DUCTWORK A5Fp `j,',1.1:7'..' `71- ' f ",REQUIRED WHILE MAINTAINING 4X THE INLET DIAMETER OF STRAIGHT DUCT ..4� `y BEFORE THE UNIT. TYPICAL FOR ALL FPVAV BOXES. I /f RETURN AIR DUCT RISE / DROP COMBINATION FIRE/SMOKE DAMPER J, F11-!`,� V I BD BALANCE DAMPER FSp �___ LL 12 ACCESS PANEL FOR FPVAV CONTROLS \/ SUPPLY AIR DUCT RISE / DROP CONNECT TO EXISTING AT TI-115 "�""M SMOKE DAMPER il /\ POINT SD1972 .0 . to Q x a ti x i SFEE T � c 1?Uc` .m�, 0 DUCT SMOKE DETECTOR X)0---: 0.i A�qa` I M2.00 _. Plot Date: 1/25/2019 PRIMARY AIR DAMPER ROOFI FAN WRAP INSULATION CONCENTRIC LOW PRESSURE DUCT, SECURE BASE TO CURB ` ..,,, HANGER STRAPS 4" MIN. SPIN-IN F17TI C BALANCING TAPS TRANSITION TO DUCT SIZE WITH LAG SCREWS 300 3 (ILAII TRANSITION TO OVAL OR SHOWN ON DRAWINGS O.C. MIN. OF 2 PER SIDE o RECTANGULAR DUCT SAME ONE PIECE WELDED ALUMINUM ( 5ILIENT GASKET ROUND SHEET METAL a DIM "B" a SIZE AS FPVAV BOX \ci FAN SUB-BASE SEAL DCT W T1-11.5" WRAP 1,25xDIM "B" CONNECTION SIZE. n -d Z CONTINUOUS PIANO ''*'\ INSULATION. 45' IU 0 PRIMARY -� DISCHARGE TYPE HINGE FAN BASE \ ` I* 1 1111■ 11111 FABRICATED CURB --ROUND DUCT (FLEX ONLY IN AIR FLOW - AIR FLOW � \ r ~' �� DOWN CLIP VERTICAL) \ — '1. J E / EXISTING SUPPLY DUCT 4 x DIA. MIN. z \ E INSULATION MEDUiM PRESSURE LENGTH > - i MINIMUM RECTANGULAR TO ROUND DUCT ABERCROMBIE & FITCH CO. `�' " 1 o Z 6301 FITCH PATH DUCT LEX CONNECTION -- A> - "',� RADIUS BAND CLAMP AND F % / /\``•� �7\ /'\ / , ` ` \ ///\ \ \ EQUAL TO NEW ALBANY, OHIO 43054 ACTUATOR CONTROLSTHREE SHEET �.. - =I 1, i SCREWS THROUGH METAL 0 0 r THE FLEX 1 , © 0 614-283-6500 I I r OT PRIZED llii iceI DUCT / _tCONCENTRIC TEE ,� ECCENTRIC TEE ALLOW 2"-0" MIN. `DAMPER.OR HELIX OF FLEXIBLE ac / EXISTING / E BACKDRAFT SECURE CURB TO DECK DIAMETER ; /` DUCT LINER (TYPICAL) Q FITTING FITTING / CLEARANCE FOR W/ SCREWS 300mm O.C. I r" CONTROL ACCESS ROOF DECK r MIN. OF 2 PER SIDE. / ----FLEXIBLE DUCT: �� " �� SPIN-IN FITTING: EXCEPT IN i ' INSULATED, ONLY IN , i •; � \ / ; EMT CONDUIT BY ELECTRICAL 3x3 x1/4 ANGLE FRAMING PLASTERBOARD CEILINGS, DAMPER I 11�\\ (4) SIDES. DAMPER IN NECK �",, /,__/ VERTICAL \ MOTOR OPERATEDOn DAMPER CORNER TO BE REQUIRED FREE NON DUCTED EXHAUST AIR I `\,,L___� CUT FOR CONDUIT AREA SIZED ON SYSTEM ABOVE CEILINGS \ 1:::= 1— ROUTING 500FPM VELOCITY INSTALLED 2" DEEP SOLDERED LIQUIDTIGHTCEILING DIFFUSER: SET H a E NOTE: DRIP PANS WRAP INSULATION THROW AS Sl-TOWN ONo SINGLE DUCT FAN POWERED VAV BOX. UNIT IS TO BE SUSPENDED FROM STRUCTURE. NOTES: ABOVE THE CEILING a) > REFER TO SCHEDULE ON SHEET M1.20. VERIFY INLET AND OUTLET CONNECTION SIZES 1. CONTRACTOR TO COORDINATE INSTALLATON W/LANDLORD'S ROOFER FOR PROPER DIFFUSERS PLANS W 7 ro AND INCLUDE DUCT TRANSITIONS AND FLEX DUCT IN BID. CONTRACTOR TO VERIFY SEQUENCE TO PERMIT FLASHING 4 COUNTERFLASHING INSTALLATION. FLAT OVAL DUCT BRANCH I- U co a) AND PROV ALL LANDLORD REQUIRED CONTROLS FOR A COMPLETE INSTALLATION. TAKE-OFF SIMLAR i— -o X ro >, O I CC O p SUPPLY DUCT RETURN OR EXHAUST DUCT p o o - E - p V FPVAV BOK DETAIL R NOT USED M POWER EXHAUST FAN DETAIL H DIFFUSER MOUNTING DETAIL D BRANCH DUCT TAKE—OFF DETAILS o Lu � N M2.00 SCALE: NONE M2.00 SCALE: NONE M2.10 SCALE: NONE M2.00 SCALE: NONE M2.00 SCALE: NONE c 0 N 112 1/40 1- EIMBIl 25 1/4", 21 1/4", 1q 1/4" OR 13 1/4" NOTE: ROUGH-IN OPENING SIZES; VANES PRE-ASSEMBLED ON 11LATE SAME GAUGE AS DUCT 1 OUTSIDE DIMENSION NOMINAL 12"x 12" = 12 1/2"x 12 1/2" RUNNER PLATES VANES PRE-ASSEMBLED ON NOMINAL 24"x 24" = 24 1/2"x 24 1/2" PLATE SAME GAUGE AS DUCT RUNNER PLATES NOMINAL 24'x 1 ' r1 1/2"x 12 112" —USE GALVANIZED VANES FOR = NOMINAL IS x 113' 8 = 18 1/2 x 18 1/2 USE GALVANIZED VANES FOR GALVANIZED OR ALUMINUM NOMINAL 20"x 20" = 20 1/2"x 20 1/2" GALVANIZED OR ALUMINUM DUCTS . . DUCTS 46 , / , 23", 1q", 17" OR 11" / INSIDE DIMENSION / :Ci„ tY(�- LESSTHAN „ „ CHANNELpwC r36” TURNING �--25 1/4 , 21 1/4 , I-EINFORCING BY wt} VANESlqll4” OR19i/4” .G. AROUND d U�! \ LENGTH ENING w z 1 S IP* INSTEAD0oa o a S �� _ _ DUCT SIZE z 11- > > w MOUNTING SCREW p _ }- Z 4 1- O V- . ! FIELD INSTALLED o w Q w w D R=50rnm _ - \ T Q 11Q nDRYWALL CEILING t t t t OVER 36" IN LENGTH UNDER 36" IN LENGTH . i1/-\ Ci 6 U p 1 1/2 i( SQ. ELBOW WITH TYPE "A" SQ. ELBOW WITH SINGLE 24", 20", 18" OR 12" / fIj I-:DOUBLE THICKNESS VANES THICKNESS VANES i%/ STEEL MOUNTING it -I/ - FRAME \ 1 1/8" 2 g U NOT USED Q NOT USEDNOT USED G TURNING VANES DETAIL C DRYWALL MOUNTING FRAME DETAIL M2.00 SCALE: NONE M2.00 SCALE: NONE M2.00 SCALE: NONE M2.00 SCALE: NONE M2.00 SCALE: NONE . 1' IL. 1 M -w I - II - - S R R a;w .. Q w THERMAL INSULATING BLANKET 0 Q > REQUIRED FOR FIRE RATED < CLa a EILINGS ONLY. w STUB SHEET METAL DUCT 6" UP - Q Ce = SAME SIZE AS NECK OF • ' 0 I- I- C) < < _ 4 IP X yN X RETURN AIR REGISTER (LAY-IN CD FRAME) FIRE DAMPER WHERE INDICATED CIG FLS. DRYWALL CLC. STEEL MOUNTING FRAME REQUIRED 0 FOR DRYWALL CEILING INSTALLATION SEE DETAIL "C" CO THIS SHEET. m v NON-DUCTED RETURN SYSTEM W Q d C/) a I 0 X T CC Z T NOT USED P NOT USEDNOT NONE Q USED F NOT USED BSCALE:RETURN GRILLE MOUNTING DETAIL M2.00 SCALE: NONE M2.00 SCALE: NONE M2.10 SCALE: NONE M2.00 SCALE: NONE m a STRAP HANGER TRAPEZE HANGER z d HANGER STRAPS ._I Cn 0 CC O co \ STRAPOR RO! ANGLE, Q Q H N ``' W !1. D C9 Z CI c16 CO I o ._I w z CO 0 a z Cr0 A I— Cli 2 z s < 0 SIZE BOLT(S) _Cr I H w FOR LOAD • w U W C) h Cr -I 4 SHEETMETAL W m 4 LO O U SCREWS PER ' M Q > a) a- N ANGLES -DOUBLE LOCK NUT DUCT HANGER (MIN.) /-HANGER RODS, WIRESPROF OR STRAPS • -<<" 1 N E �`>r) aJ 81165PE s 1 t ,�' t R E,' �i.�,4, ,, 7 \ \ \ R J. FI"F1-�'7 if ��% �-� 11972 SHEET S NOT USED N NOT USEDj NOT USED E NOT USED A DUCT HANGING DETAIL M6.00 M2.10 SCALE: NONE M2.10 SCALE: NONE M2.10 SCALE: NONE M2.10 SCALE: NONE M2.00 SCALE: NONE Plot Date: 1/25/2019 ADD FRAMING CHANNEL 4 w METALID E E, PROTECTION RIGID MOLDEDai ADJUSTABLE OR ANGLE WREN "L" IS � SHIELDS til o FIBERGLASS • SHIELD SCHEDULE CLEVIS HANGER GREATER THAN MAX. + �I- �. INSULATION PIPE SIZE LENGTH OF LENGTI-I. `9 = SUPPORT CHAIR — i " TO 6" SHIELD FIBERGLASS INSULATION \. = N �,� BOLTED TO 8" TO 12" 12" TYPICAL FOR ALL �� CHANNEL INSULATED PIPING HANGING RODS --INSULATED 16 GA. GALV. ''`Vill. 1Y�" CO YZ" MIN. PLUMBING `. PIPES. _1 STEEL SHIELD/ • SAME AS NUTS * LOCK //,,j I PIPE OPPOSITE "I \ PIPE HANGER ROD WASHERb b /''� 1 ( S PIPE IDE si,our...... CLIP CONNECTIONSTEEL © I'j+ � ADD PIPE SLEEVEIHANGER ADEQUCI-IANNL „THAT HAS AN INSIDE ADEQUATE TO L� W 1 ,' ABERCROMBIE & FITCH CO. I ••,/� DIAMETER, Y4"± CARRY LOAD 6301 FITCH PATH SEISMIC NOTES: LARGER THAN J LENGTH OF SHIELD SEISMIC BRACING SHALL BE INSTALLEBUUTId R Ralit FOLLOWING CONDITIONS: SEISMIC NOTES: NEW ALBANY, OHIO 43054 SEE SCHEDULE 614-283-6500 1) GAS PIPING 1" DIAMETER AND GREATER. SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: 2) ALL PIPING 2.5" DIAMETER AND GREATER. 1)GAS PIPING 1" DIAMETER AND GREATER. SEISMIC NOTES: 3) EXCEPTION: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN 2)ALL PIPING 2.5" DIAMETER AND GREATER. SEISMIC BRACING SHALL BE INSTALLED UNDER THE FOLLOWING CONDITIONS: LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE 3)EXCEPT1ON: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN 1)GAS PIPING 1" DIAMETER AND GREATER. HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. THE SIZE, LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE 2)ALL PIPING 2.5" DIAMETER AND GREATER. TYPE, SPACING, AND METHOD OF INSTALLATION OF SEISMIC BRACING SHALL HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. THE SIZE, 3)EXCEPTI0N: ALL PIPING SUSPENDED BY INDIVIDUAL HANGERS 12" OR LESS IN BE IN ACCORDANCE WITH THE LATEST "SMACNA SEISMIC RESTRAINT TYPE, SPACING, AND METHOD OF INSTALLATION OF SEISMIC BRACING SHALL LENGTH FROM THE TOP OF PIPE TO THE POINT OF ATTACHMENT OF THE MANUAL-GUIDELINES FOR MECHANICAL SYSTEMS". GAS PIPINGIS TO BE BE IN ACCORDANCE WITH THE LATEST NFPA 13 REQUIREMENTS GAS PIPINGS TO BE HANGER TO THE STRUCTURE DOES NOT REQUIRE SEISMIC BRACING. CLASSIFIED UNDER "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS MANUAL-GUIDELINES FOR MECHANICAL SYSTEMS". GAS PIPINGIS TO BE THE SIZE, TYPE, SPACING, AND METHOD OF INSTALLATION OF "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. CLASSIFIED UNDER "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS F— o E SEISMIC BRAING SHAL BE IN ACCORDANCE WITH THE LATEST "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. o SMACNA SEISMIC MANUAL NOTES: w "SMACNA SEISMIC RESTRAINT MANUAL-GUIDELINES FORLLGENERAL NOTES: 0 1) REFER TO CHAPTER 3 FOR GENERAL REQUIREMENTS. 1 PROTECTION SADDLES SHALL BE COPPER CLAD IF COPPER TUBE IS USED. MECHANICAL SYSTEMS". GAS PIPING IS TO BE CLASSIFIED UNDER ) woo ai 2) SEE PAGE 4.14 FOR LONGITUDINAL BRACING. "SEISMIC HAZARD LEVEL A" AND ALL OTHER PIPING SYSTEMS 3) SEE TABLE 5-4, 6-4 OR 7-4 FOR VERTICAL HANGERS DIAGONAL BRACING ) -o .:1- x 2PROVIDE INTERMEDIATE HANGING ROD SUPPORT WHERE NUMBER OF PIPES "SEISMIC HAZARD LEVEL C" IN THE SMACNA MANUAL. SIZE, CONNECTION TO SUPPORTING STRUCTURE, AND SPACING OF BRACING. EXCEED FIVE(5). co o g _ a a_, 0 ° 2,o M SEISMIC — SINGLE PIPE HANGER SEISMIC — PIPING CABLE BRACING SEISMIC — PIPING TRAPEZE SCHEMATIC W ro H Q o › N oa) (c) M2.00 SCALE: NONE M2.00 SCALE: NONE M2.00 SCALE: NONE iii he z 11 169" SEM 62 2 a • rx I-La > � Q V F- V F- al CZ O0j n OVL Q _, w. "' z ~ Z I— <U 0 • n - a, W"I— Li a d mn Li a I i 1 1 G NOT USED C NOT USED M2.10 SCALE: NONE M2.00 SCALE: NONE • NOTE: 1 0 1. INSTALL A MINIMUM 1-1/2" GAS LINE FROM th NEW RTU'S TO EXISTING GAS PIPING ON ROOF. RE-USE OF EXISTING GAS PIPING IS TO BE APPROVED BY MALL AND LOCAL GAS COMPANY. GAS PIPING THAT IS REQUIRED TO CONNECT TO A METER 15 TO BE SIZED. ONCE THE TOTAL Q w DISTANCE TO METER IS DETERMINED USING w /// Ea LOCAL GAS CODE REQUIREMENTS. ANY NEW i— METER INSTALLATION IS TO BE COORDINATED w w WITH LOCAL GAS COMPANY. N N <� < ..♦ 1111 IIIA • mss• T GAS • COCK GAS SERVICE CV X UNION GAS-FIRE um VIII I IIIJI I II EQUIPMENT ''" 4" DIRT LEG r ///// CO CO0 -1-::'."--- U W .. / U z CAP a ROOF I d X Z 9A* OIPINGS CONNECTION DETAIL B SOT USTDaT NE Q i M2.00 SCALE: NONE M W a AND MIN. 2 CLAMPING BOLTS FOR GABLE ENGAGEMENT. J U fr O N '4C < 1_ QI— N 1+W C, z T W Q Q T Z EXTRA HEAVY DUTY WIRE ROPh" EYE BOLT WITH LOCKING Q cci O a THIMBLE OR GATE POST. NUTS ON EACH SIDE (TYP Z < SIZE PER ASTM E 468 WITH T LENGTH TO BE EIGHT TIMES CC MIN. I-1/2" DUCT GA, DIAMETER MI _ CC Cl) J BUILDING STRUCTU STRAP HANGER ADJUSTABLE C.7 W n CC <t PER SMACNA-..., TURNBUCKLE I W CO Q U) O 0 M < co a- v) 4 �O / e SCREW STRAP FASTENER �c`',1/4' G1 N Ek''9' ° PER SMACNA. (TYP) c) Qom ;,,i a 8155PEaa��o�� as Qa` a o�` r\s..1,....H.4_ f ASTM A 603 GALVANIZED STEEL i�� � a eT S�\ $`-, I CABLES HAVING END ASSEMBLIES • el `�a 3, , WITH THIMBLES BRACKETS SWIVEL, F 2� ` 4' „,, AND MIN. 2 CLAMPING BOLTS FOR /"� -'4 y' r.,�.... CABLE ENGAGEMENT. a NOTE: ANCHORAGE SHALL MEET ALL BOTTOM FASTNERS MAY BE J, F1T `�� REQUIREMENTS OF LOCAL CODE. REFER OMITTED IF STRAP IS A CONTINUOUS LOOP (TIP) TO CALIFORNIA MECHANICAL CODE CHAPTER 6 AND SMACNA SEISMIC • RESTRAINT MANUAL. 11972 SHEET E DUCT SEISMIC ANCHORAGE DETAIL A NOT USED M6.01 M2.00 SCALE: NONE M2.00 SCALE: NONE Piot Date: 1/25/2019 DIVISION 22- FLUME3IN6 SEGTIQN 220500 • __ BAS I G FLUMENO REOUlf2.EMENTS ell + -.11' A. NOTE. F. GUARANTEE M. FiNAL INSPECTIONS 10. CLEANOUTS AND FLOOR DRAINS SHALL BE INSTALLED PER LOCAL E. NATURAL GAS PIPING CODES, WALL COVERS ARE TO BE STAINLESS STEEL AND FLOOR 1. ANY REFERENCE TO OWNER, TENANT OR TENANT'S CONSTRUCTION 1. THIS CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORK 1. ASIDE FROM NORMAL INTERIM INSPECTIONS OF WORK IN PLACE, TENANT COVERS ARE TO BE BRASS. PROVIDE FLOOR COVERS WITH INSET AREA 1, ASTM A53/A120 SCHEDULE 40 BLACK STEEL PIPE WITH ASME Bi6.3 0 MANAGER OR FURNISHED BY ANY OF THE ABOVE REFERS TO PROVIDED UNDER HIS CONTRACT AND SHALL MAKE GOOD, REPAIR OR SHALL HAVE AN INDEPENDENT FIRE PROTECTION, PLUMBING, OR HVAC FOR CARPETED LOCATIONS. ALL CLEANOUT LOCATIONS SHALL BE MALLEABLE IRON FITTINGS AND THREADED JOINTS FOR 2 1/2" AND 'ABERCROMBIE AND FITCH, INC.'. THE WORD "MECHANICAL" INCLUDES REPLACE AT HIS OWN EXPENSE, ANY DEFECTIVE WORK, MATERIAL, OR CONTRACTOR INSPECT THE FINISHED INSTALLATION UPON COMPLETION APPROVED BY OWNER's CONSTRUCTION MANAGER. LESS, ASTM A234 FORGED STEEL WELDING TYPE FITTINGS AND WELDED FIRE PROTECTION, PLUMBING, AND HVAC WORK. EQUIPMENT WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 MONTHS FOR COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODES. THE 11. ESCUTCHEONS SHALL BE CHROME PLATED, SIZE AS REQUIRED AND JOINTS FOR 3" AND LARGER. FROM THE DATE OF ACCEPTANCE (IN WRITING) OF THE INSTALLATION INSTALLING CONTRACTOR WILL BE RESPONSIBLE TO BRING ALL ITEMS 2. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING BY TENANT'S CONSTRUCTION MANAGER. EXTENDED WARRANTIES ARE REPORTED BY THE INDEPENDENT CONTRACTOR UP TO PLANS AND PLACED AT ALL PIPE PENETRATIONS AT WALLS, FLOORS, AND CEILINGS 2. PROVIDE GAS COCKS OR LUBRICATED PLUG VALVES, SUITABLE FOR GAS GENERAL AND SUPPLEMENTARY CONDITIONS AND ALL OTHER AS SPECIFIED WITH INDIVIDUAL EQUIPMENT. SPECIFICATION REQUIREMENTS, IN FINISHED AREAS. SERVICE, PIPE SIZE, WITH ENDS MATCHING FITTING JOINTS, WHERE ABERCROMBIE & FITCH CO. SPECIFICATION SECTIONS, APPLY TO THIS AND THE OTHER SECTIONS OF 12. LEAKAGE TESTS SHALL BE PER LOCAL CODES, MINIMUM AS FOLLOWS: INDICATED OR REQUIRED BY LOCAL GAS UTILITY. 6301 FITCH PATH DIVISION 15, 2. TENANT SHALL PROVIDE A COMPLETE 12 MONTH WARRANTY FOR ALL 2. CONTRACTOR SHALL PROVIDE CERTI FICATES OF INSURANCE TO TENANT PARTS OR EQUIPMENT PROVIDED BY TENANT, AND TENANT'S VENDORS. AND LANDLORD. SUBMIT TWO COPIES OF ALL TEST REPORTS TO THE NEW ALBANY, OHIO 43054 TENANT AND TWO TO THE LANDLORD. A. TEST WATER PIPING AT 100 PSIG FOR SIX HOURS, 3. THE CONTRACTOR FOR THIS DIVISION OF WORK 15 REQUIRED TO READ THiS CONTRACTOR SHALL NOT BEAR ADDITIONAL WARRANTIES BEYOND B. TEST DRAIN, WASTE, VENT PIPING BY A 10' WATER COLUMN FOR TWO 614-283-6500 THE SPECIFICATIONS AND REVIEW DRAWINGS FOR ALL DIVISIONS OF A COMPLETE WORKING SYSTEM, AND AS SUCH, NO ADDITIONAL MONEYS HOURS, WORK AND IS RESPONSIBLE FOR THE COORDINATION OF HIS WORK AND SHOULD BE INCLUDED IN THE BID. THE WORK OF HIS SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT 13. FLASHING SHALL BE SEALED WATERTIGHT AND PERFORMED IN IS THIS CONTRACTORS RESPONSIBILITY TO PROVIDE HIS N. INSURANCE ACCORDANCE TO THE LANDLORD'S CRITERIA. USE A LANDLORD SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. G. RECORD DRAWINGS APPROVED ROOFING CONTRACTOR WHERE APPLICABLE. 4. THIS CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE COMPLETION 1. CONTRACTOR SHALL PROVIDE CERTIFICATES OF INSURANCE TO TENANT 14. PROVIDE WATER SUBMETER AND REMOTE READER PER LANDLORD'S AND INSPECTION OF HIS WORK AND THE WORK OF HIS SUB- 1. THIS CONTRACTOR SHALL MAINTAIN ONE RED-LINED COPY OF DESIGN AND LANDLORD. CONTRACTORS WORK TO COMPLY WITH THE SCHEDULE AND THE DRAWINGS ON THE JOB SITE TO RECORD DEVIATIONS FROM CONTRACT CRITERIA OR LOCAL UTILITIES REQUIREMENTS IF APPLICABLE. REFER TO PLANS TO DETERMINE IF WATER METER IS REQUIRED, REFER TO PROJECT COMPLETION DATE. DRAWINGS, SUCH AS: LANDLORD OR LOCAL WATER UTILITY FOR SUBMETER REQUIREMENTS. A. LOCATION OF CONGEALED PIPING VALVES AND DUCTS. O. OPERATION AND MAINTENANCE MANUALS INCLUDE ALL SUBMETER COSTS IN BID. 0 o a 5. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTAL OF SID B. REVISIONS, ADDENDUMS, AND CHANGE ORDERS. 0 TO DETERMINE CONDITIONS AFFECTING THE WORK. ANY ITEMS WHICH C. SIGNIFICANT DEVIATIONS MADE NECESSARY BY FiELD CONDITIONS, 1, PROVIDE 4 APPROVED COPIES OF ALL EQUIPMENT OPERATING AND 15. PIPE SLEEVES SHALL BE FLASHED INTO WATERPROOF MEMBRANE. PIPE LU cn ARE NOT COVERED IN THE BiD DOCUMENTS OR ANY PROPOSED APPROVED EQUIPMENT SUBSTITUTIONS, AND CONTRACTOR'S MAINTENANCE MANUALS, INCLUDING INSTALLATION INSTRUCTIONS, TO4" I� ,_ SUBSTITUTIONS SHALL BE LISTED SEPARATELY AND QUALIFIED IN THE COORDINATION WITH OTHER TRADES. THE TENANT AND TWO APPROVED COPIES TO ONNER's CONSTRUCTION SLEEVES SHALL EXTEND A MINIMUM OF A.F.F. PER THE MEMBRANE � >, CONTRACTORS BID. SUBMITTAL OF BID SHALL SERVE A5 EVIDENCE OF D. DRAWINGS SHALL BE RED LINED MARK UPS OF THE CONSTRUCTION MANAGER. I MANUFACTURERS RECOMMENDATIONS. Cr o 0 KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH DOCUMENTS, SHEET METAL AND/ OR PIPING FABRICATION DRAWINGS PROVIDE PIPE MARKERS FOR SANITARY, STORM, COMBINATION a p o o ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND ARE NOT ACCEPTABLE. 16. SANITARY/STORM, CONDENSATE, DOMESTIC HOT AND COLD WATER E , SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE SUPPLY AND RETURN, FURNISH AND INSTALL PIPE IDENTIFICATION w @ co CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK. 2. AT COMPLETION OF THE PROJECT AND BEFORE FINAL APPROVAL, THE P. BURNING WORKS o CONTRACTOR SHALL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND MARKERS ON ALL PIPES INSTALLED UNDER THIS CONTRACT. MARKERS SHALL BE A MINIMUM OF 1-1/2" X B" AND IDENTIFIED IN ACCORDANCE U 6. REFER TO RESPONSIBILITY SCHEDULE ON THE DRAWINGS FOR CERTIFY THE ACCURACY OF EACH PRINT BY SIGNATURE THEREON. 1. ANY/ALL BURNING OPERATIONS REQUIRED AS PART OF THIS PROJECT NATIiOTHE NAL BACKGROUNDIAND NSTlTUTE ER COLORS MARKERS SHALL BE AMERICAN INFORMATION IN REGARD TO RESPONSIBILITY OF WORK OR ITEMS WHICH SUBMIT TWO COPIES OF ALL TEST REPORTS TO THE TENANT AND TWO SHALL REQUIRE SUBMISSION OF SMOKE PURGE SCHEME BY CONTRACTOR (ANSI). Vg La MAY AFFECT BID. COPIES TO THE LANDLORD. TO LANDLORD. MANUFACTURED BY CHAMPION AMERICA INC. 800-521-7000, OR EQUAL. US 7. DEFINITIONS: 3. PROVIDE TWO COPIES OF REDLINED AS-BUILT DRAWINGS TO THE A."APPROVED" MEANS ACCEPTED BY THE ARCHITECT AND/OR ENGINEER A. SPACE MARKERS A MAXIMUM 20' ON CENTER, EACH SIDE OF TENANT AND TWO COPIES TO THE LANDLORD. UNLESS NOTED OTHERWISE. PENETRATING WALL AND A MINIMUM OF ONCE ON EACH FLOOR RISER B."DIRECTED" MEANS AS DIRECTED BY THE ARCHITECT AND/OR D IVIS i ON 22 - PLUM:I NCS AND MINIMUM OF ONCE EACH Ilw" IMO ENGINEER UNLESS NOTED OTHERWISE. B. PROVIDE PERMANENT IDENTIFICATION LABELS FOR ALL MAJOR C."FURNISH" MEANS TO PURCHASE AND MAKE READY FOR INSTALLATION. H. DISCREPANCIES IN DOCUMENTS SECTIO\ 221000 EQUIPMENT SCHEDULED. PERMANENTLY ATTACH LABEL TO CO 2 D."INSTALL" MEANS TO MOUNT, CONNECT AND MAKE OPERABLE, EQUIPMENT. ir E."PROVIDE" MEANS TO FURNISH AND INSTALL. 1. DRAWINGS (PLANS, SPECIFICATIONS, AND SCHEMATICS) ARE G. PROVIDE A VALVE TAG, MINIMUM 2" DIAMETER BRASS, FOR EACH i F."REQUIRED" MEANS AS DETERMINED BY THE ARCHITECT AND/OR DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND INTENT OF SHUT-OFF OR COMBINATION BALANCE AND SHUT-OFF VALVE IN EACH ENGINEER UNLESS NOTED. THE MECHANICAL SYSTEMS. WHERE DRAWINGS, EXISTING SITE SYSTEM; DOMESTIC HOT WATER, AND DOMESTIC COLD WATER. TAG CONDITIONS, SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE A. SCOPE OF WORK SHALL INCLUDE SYSTEM IDENTIFICATION AND SEQUENCE NUMBER. UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN WRITING, PRIOR TO PROVIDE A FRAMED COPY OF VALVE TAG CHART AND SCHEDULE IN MECHANICAL ROOM, MAIN AIR HANDLING UNIT ROOMS, AND 1 COPY B. GENERAL REQUIREMENTS SUBMITTAL OF BID. THE GENERAL CONTRACTOR IS RESPONSIBLE TO I. THIS CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, ADVISE TENANT'S CONSTRUCTION MANAGER, IN WRITING, OF VARIATIONS SERVICES, TOOLS, TRANSPORTATION AND FACILITIES NECESSARY OR, FOR LANDLORD'S USE. COORDINATE NUMBERING SYSTEM WITH I. THIS CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, TO CONTRACT DOCUMENTS PRIOR TO SUBMISSION OF BID. OTHERWISE, REASONABLY IMPLIED AND INCIDENTAL TO, THE FURNISHING, LANDLORD. EQUIPMENT, SERVICES, TOOLS, TRANSPORTATION, INCIDENTALS AND TENANT'S CONSTRUCTION MANAGER'S INTERPRETATION OF CONTRACT INSTALLATION, COMPLETION AND TESTING OF ALL WORK FOR THE 17. DOMESTIC POTABLE WATER PIPING: INSTALL AIR CHAMBER SHOCK o LU DETAILS NECESSARY TO PROVIDE A COMPLETE MECHANICAL SYSTEM DOCUMENTS OR CONDITIONS SHALL BE FINAL WITH NO ADDITIONAL PLUMBING SYSTEMS AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE 1- > ABSORBERS, AS MANUFACTURED BY PRECISION PLUMBING PRODUCTS, w U 1- AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SPECIFICATIONS, COMPENSATION PERMITTED. SPECIFICATIONS, AND AS REQUIRED BY JOB CONDITIONS, TO INCLUDE, WADE ZURN OR JAY R. SMITH IN PIPING SYSTEM TO PREVENT NOISE > Q v AND AS REQUIRED BY JOB CONDITIONS. ALL WORK NOT BUT NOT BE LIMITED TO THE FOLLOWING: ' ' t �= w AND DAMAGE DUE TO WATER HAMMER. ALL BRANCH PIPING SHALL � ) 1- [Y SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR TENANT a- Lu Z SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR. A. COMPLETE SANITARY PIPING SYSTEMS OF WASTE, DRAINS, AND HAVE ACCESSIBLE SERVICE VALVE. PROVIDE SHUT OFF VALVES IN THE Q o w Ca I. PHASING REQUIREMENTS VENTS, SUPPLY PiPING TO u� 0.> p > CY 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO SUPPLEMENT B. COMPLETE COLD AND HOT WATER PIPING SYSTEMS, APPURTENANCES 0 a u z -4 v 0 EACH OTHER AND ANY MATERIAL OR LABOR CALLED FOR IN ONE 1. THIS CONTRACTOR IS TO INCLUDE IN HIS BID ALL NECESSARY SERVICE AND INSULATION. w Q w w a SHALL BE FURNISHED AND INSTALLED EVEN THOUGH NOT REQUIRED TO KEEP THE OPERATING PHASE OF THE BUILDING'S HVAC, C. FIXTURES, APPLIANCES, AND EQUIPMENT AS SCHEDULED. 5 Q LU 6 p Q SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR LABOR PLUMBING AND SPRINKLER SERVICE IN OPERATION, CONTRACTOR MUST D.TESTS AND ADJUSTMENTS. C. EXCAVATION AND BACKFILL WHICH 15 NEITHER SHOWN ON THE DRAWINGS NOR CALLED FOR IN SCHEDULE IN WRITING WITH TENANT'S CONSTRUCTION MANAGER AND THE 6 6i1 1 ' THE SPECIFICATIONS, BUT WHICH 15 OBVIOUSLY NECESSARY TO LANDLORD ONE WEEK PRIOR TO ANY SHUT DOWN OF THE HVAC, 2. BEFORE STARTING WORK, THIS CONTRACTOR SHALL EXAMINE THE 1. THIS CONTRACTOR SHALL EXCAVATE AND BACKFILL ALL TRENCHES AND m 0 COMPLETE THE WORK, AND WHICH IS USUALLY INCLUDED IN WORK PLUMBING OR FIRE PROTECTION SYSTEMS. ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL PLANS OTHER EXCAVATIONS REQUIRED FOR HIS WORK. ALL CUTTING AND OF SIMILAR CHARACTER, SHALL BE FURNISHED AND INSTALLED AS AND SPECIFICATIONS TO SEQUENCE, COORDINATE, AND INTEGRATE THE PATCHING OF EXISTING FLOORS SHALL BE INCLUDED IN THIS PART OF CONTRACT. VARIOUS ELEMENTS OF THE PLUMBING SYSTEM, MATERIALS, AND CONTRACTOR'S BID. EQUIPMENT WITH OTHER CONTRACTORS TO AVOiD INTERFERENCES AND 3. WHERE THE DRAWINGS OR SPECIFICATIONS CALL FOR ITEMS WHICH J. DEMOLITION CONFRONTATIONS. 2. TRENCH NIDTH SHALL BE SUFFICIENT TO PERMIT PROPER INSTALLATION EXCEED CODES OR THE LANDLORD'S TENANT CRITERIA, THE OF THE WORK AND BOTTOM OF TRENCHES EVENLY GRADED, WITH BELL CONTRACTOR 15 RESPONSIBLE FOR FURNISHING AND INSTALLING THE 1, THIS CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF 3. RELOCATION OF EXISTING WATER, GAS, WASTE, VENT, OR DRAINAGE HOLE PROVIDED TO ENSURE UNIFORM BEARING FOR PIPE. EXCAVATIONS SYSTEM WITH THE MORE STRINGENT REQUIREMENTS AS DESIGNED THE DEMOLITION OF EXISTING WORK AND THE DEMOLITION PROVIDED BY PIPES TO FACILITATE STORE DESIGN CRITERIA MUST BE INCLUDED IN BELOW REQUIRED DEPTHS SHALL BE REFILLED WITH SAND OR GRAVEL AND DESCRIBED ON THESE DRAWINGS, UNLESS SPECIFICALLY NOTED THE GENERAL CONTRACTOR. COORDINATE WITH THE GENERAL BID PROPOSAL. FiRMLY COMPACTED. ROCK ENCOUNTERED SHALL BE EXCAVATED THREE OTHERWISE. CONTRACTOR ANY EXISTING EQUIPMENT REQUIRED TO BE LEFT INTACT. (3") INCHES BELOW THE LOWERMOST FART OF THE PIPE AND THE EQUIPMENT AND INSTALLATION SPACE 50 FORMED, REFILLED WITH SAND AND GRAVEL, AND WELL 4. ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO BE READILY 2. THIS CONTRACTOR SHALL INCLUDE, AND WILL BE HELD RESPONSIBLE B. COMPACTED. ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING, AND FOR, THE REMOVAL OF ALL EXISTING FIRE PROTECTION, PLUMBING REPAIRING. THIS CONTRACTOR 15 RESPONSIBLE FOR PROVIDING FIXTURES, PIPING,,, HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST 1. REFER TO PLANS FOR SCHEDULES OF EQUIPMENT AND FIXTURES. ALL SUFFICIENT SERVICE ACCESS TO ALL EQUIPMENT, FANS, ETC, AND ASSOCIATED EQUIPMENT NOT TO BE REUSED ON THIS FIXTURES TO BE AS SPECIFIED, NO EXCEPTIONS, NO SUBSTITUTIONS, 3. WHENEVER, IN THE OPINION OF THE ARCHITECT, THE SOIL AT OR BELOW GRADE IS UNSUITABLE FOR SUPPORTING CONSTRUCTION INCLUDED PROJECT, UNLESS SPECIFICALLY NOTED OTHERWISE. CONTRACTOR 2. SANITARY/STORM PIPING: UNDER THIS CONTRACT, SUCH PROVISIONS FOR PROPER FOUNDATIONS 5. IN GENERAL, ALL DUCTWORK, PIPING, AND EQUIPMENT SHALL BE MUST VERIFY WITH THE LANDLORD ALL PRESUMED ABANDONED SHALL BE MADE, IN ADDITION TO THOSE SHOWN OR SPECIFIED, AS THE INSTALLED ABOVE FINISHED CEILINGS. WHERE ROOMS DO NOT HAVE EQUIPMENT, PIPES, DUCTWORK, AND EQUIPMENT PRIOR TO REMOVAL, ARCHITECT MAY DIRECT EQUITABLE ADJUSTMENT FOR SAME TO BE FINISHED CEILINGS, DUCTWORK, PIPING, AND EQUIPMENT SHALL BE ALL EXTRANEOUS ITEMS IN THE SPACE THAT ARE NOT APPLICABLE 70 A. WASTE, DRAIN, VENT, AND STORM PIPING SHALL BE SERVICE WEIGHT 1 R R INSTALLED AS HIGH AS POSSIBLE TO MAINTAIN A MINIMUM THE NEW WORK MUST BE REMOVED AND WALL/FLOOR CAST IRON SOIL PIPE. VENT PIPING ABOVE FLOOR 2" OR SMALLER MADE IN THE CONTRACT PRICE. ,,) CLEARANCE OF 8'-0" UNLESS INDICATED OTHERWISE ON PATCHED/REPAIRED TO MATCH EXISTING STRUCTURE. EXISTING MAY BE GALVANIZED STEEL WITH GALVANIZED CAST IRON DRAINAGE CONSTRUCTION DOCUMENTS. ABANDONED PIPES, DUCTS, OR EQUIPMENT IN THE FLOOR, EMBEDDED IN FITTINGS AND THREADED JOINTS, 4. TRENCHES SHALL BE SHEATHED OR BRACED IN ACCORDANCE WITHCO CONCRETE, OR OTHERWISE INACCESSIBLE ARE TO BE CUT OFF AND B. INSULATE ALL HORIZONTAL RUNS OF PIPING LOCATED IN CEILING O.5.H.A. STANDARDS AND PUMPING OR BAILING PERFORMED AS 6. ALL WORK SHALL BE PERFORMED IN A NEAT PROFESSIONAL MANNER SEALED BELOW OR WITHIN FLOOR OR WALL LEVEL WHEN THEY ARE NOT SPACES OF TENANTS SPACES BELOW. INSULATION TO BE AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES AND H USING GOOD ENGINEERING PRACTICES. TO BE REUSED IN THIS PROJECT. ABANDONED PIPING AND/OR SPECIFIED FOR NATER PIPING. TO PERMIT PROPER EXECUTION OF THE WORK. Cl DUCTWORK MUST BE REMOVED TO POINT OF ORIGIN. CONFIRM THE G. CONDENSATE PIPING SHALL BE TYPE 'L' DRAWN COPPER TUBE WITH 1w < Ce 7. UNLESS SPECIFICALLY NOTED OTHERWISE, MATERIALS, PRODUCTS, EXTENT OF DEMOLITION PRIOR TO BID AND INCLUDE IN BID PROPOSAL. ''5-5 TIN-ANTIMONY SOLDERED JOINTS AND WROUGHT COPPER 5. AFTER INSTALLED PIPING HAS BEEN TESTED, INSPECTED AND AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE FITTINGS WITH DIELECTRIC SEPARATION BETWEEN DISSIMILAR APPROVED BY THE ARCHITECT, EXCAVATION SHALL BE BACKFILLED < w w NEW, UNDERWRITERS LABORATORIES LISTED AND LABELED AND METALS, WITH EARTH TAMPED COMPACTLY INTO PLAGE (B" LAYERS MAXIMUM). SIZED IN CONFORMITY WITH REQUIREMENTS OF STATE AND LOCAL BACKFILL TO ROUGH GRADE WITHIN AREA OF GRADING WORK REQUIRED 0 Q d CODES, WH1CHEVER IS MORE STRINGENT. K. SLEEVES 3. DOMESTIC POTABLE WATER PIPING SHALL BE AS FOLLOWS: UNDER GENERAL CONTRACT, AND TO FINISH GRADE ELSEWHERE. m < < A. BELOW GRADE: TYPE 'K', ANNEALED TYPE TEMPERED COPPER TUBE BACKFILL ALL TRENCHES IN PAVED AREAS, OR AREAS TO BE PAVED 1. THIS CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT EQUIPMENTWITH #67. BACKFILL UNDER BUILDING TO BE #67 OR EARTH WELL X OR FACILITIES IN THE INSTALLATION. EACH SLEEVE SHALL EXTEND FOR PIPE SIZES 2 INCHES AND SMALLER. BRAZE ALL JOINTS. C. CODESTAMPED (6" LAYERS MAXIMUM). REFER TO OTHER SECTIONS ON X THROUGH IT'S RESPECTIVE FLOOR, WALL OR PARTITION AND SHALL BE B. ALL OTHER: TYPE 'L' DRAWN COPPER TUBE WITH WROUGHT COPPER BURIED MATERIAL FOR SPECIAL REQUIREMENTS AND COMPACTION CM X i. ALL WORK SHALL CONFORM TO THE LANDLORDS' CRITERIA, THE GUT FLUSH WITH EACH SURFACE EXCEPT SLEEVES THAT PENETRATE FITTINGS AND 95-5 TIN-ANTIMONY SOLDER. REQUIREMENTS. CITY'S AND LOCAL CODES AND ORDINANCES, THE FLOOR, WHICH SHALL EXTEND 2" ABOVE THE FLOOR. CONTRACTOR C. PROVIDE STOPS AT ALL PLUMBING FIXTURES, APPLIANCES AND41. STATE'S, COUNTY'S, MUST COORDINATE THROUGH THE LANDLORD ANY CORE DRILLING OR EQUIPMENT ADJACENT TO ITEM. 6. SURPLUS EARTH SHALL BE REMOVED FROM THE SITE. SAFETY AND HEALTH CODES, NEPA CODES, ENERGY CODES AND ALL CUTTING OF OPENINGS IN MASONRY FLOORS OR WALLS. D. ALL VALVES SHALL BE 1/4 TURN FULL PORT BALL (2 PIECE MINIMUM) OTHER APPLICABLE CODES AND REQUIREMENTS. THIS CONTRACTOR OR TIGHT SHUT-OFF BUTTERFLY, JOINTS SHALL BE SOLDERED, _ SMALL INQUIRE INTO AND COMPLY WITH ALL APPLICABLE CODES, THREADED OR FLANGED. 7. PROTECT ALL UTILITIES SHOWN ON DRAWINGS OR ENCOUNTERED IN THE U ORDINANCES, AND REGULATIONS, THIS CONTRACTOR SHALL INCLUDE 2. ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS AND/OR FLOORS SHALL BE FIRE STOPPED WITH FIRE STOPPING MATERIALS, 50 E. ALL JOINTS FOR DOMESTIC WATER SHALL BE SOLDERED OR BRAZED CONSTRUCTION WORK. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED ANY GRANGES REQUIRED BY CODES IN THE BID AND IF THESEA5 TO RETAIN THEIR FIRE RATING. SEE DIVISION 07 FOR MATERIALS, WITH FITTINGS, NO PRESS JOINTS ARE PERMITTED, BY THIS CONTRACTOR TO UTILITY OWNER'S SATISFACTION, WITHOUT O CHANGES ARE NOT INCLUDED IN THE BID, THEY MUST BE QUALIFIED SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND RATINGS. COST TO THE UTILITY OWNER. m U AS A SEPARATE LINE ITEM IN THE BID. AFTER CONTRACT 15 ISSUED, 4. PiPING OF DISSIMILAR METALS MUST BE DI-ELECTRICALLY SEPARATED. NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE REIMBURSED BY 3. SLEEVES IN BEARING AND MASONRY WALLS FLOORS AND PARTITIONS W TENANT TO THE CONTRACTOR. SHALL BE STANDARD WEIGHT STEEL PIPE FINISHED WITH SMOOTH 5. GENERALLY, SANITARY AND POTABLE WATER TAPS WILL BE PROVIDED U 2 EDGES. FOR OTHER THAN MASONRY PARTITIONS, THROUGH SUSPENDED BY THE LANDLORD. FIELD VERIFY EXACT CONNECTION POINTS PRIOR D. GAGES AND THERMOMETERS Q CEILINGS, OR FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE TO SUBMITTING BID AND NOTIFY OWNER IF CONDITIONS ARE NOT AS 0. Q D. LICENSES, PERMITS, INSPECTIONS & FEES MINIMUM NO. 22 U.S.G. GALVANIZED STEEL. SHOWN ON THE PLANS OR AS STATED IN THE SPECIFICATIONS. I. PRESSURE GAUGES SHALL BE 4-1/2" DIAMETER DRANIN STEEL CASE, CONTRACTOR MUST VERIFY THE OPERABILITY OF ENTIRE SYSTEM PRIOR PHOSPHOR BRONZE BOURDON TUBE, ROTARY BRASS MOVEMENT, BRASS 1, THIS CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, TO TIE IN AS FOLLOWS: SOCKET, WITH FRONT RECALIBRATION ADJUSTMENT, BLACK SCALE ON PERMITS, INSPECTIONS, AND FEES REQUIRED OR RELATED TO HIS WHITE BACKGROUND, ONE PERCENT MID SCALE ACCURACY, SCALE 10 XX WORK. A. SNAKE SANITARY FOR A DISTANCE OF 100 FEET AND REPORT ANY CALIBRATED IN PSI, MFG TO BE WEISS OR EQUAL. TAP TO BE GAGE CC Z L HANGERS BLOCKAGE. COCK, TEE OR LEVER HANDLE, BRASS FOR MAXIMUM OF 250 PSI; W 0 2. FURNISH TO TENANT'S CONSTRUCTION MANAGER ALL CERTIFICATES OF B. TEST WATER PRESSURE TO INSURE MINIMUM PSI MATCHES MOST PULSATION DAMPER, PRESSURE SNUBBER, BRASS WITH 1/4" CC INSPECTION AND FINAL INSPECTION APPROVAL AT COMPLETION OF 1. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL SUCH AS ANGLE DEMANDING EQUIPMENT SUPPLIED. CONNECTORS. SCALE TO BE SELECTED BASED UPON INSTALLATION, Q PROJECT. IRON, BANDS, C-CLAMPS WITH RETAINING CLIPS, CHANNELS, HANGER SYSTEM PRESSURE SHOULD BE APPROXIMATELY MIDDLE OF SCALE. C/) n 1r RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK. 6. INSULATE ALL HOT WATER SUPPLY, RETURN, COLD WATER, AND STORM Z 0 PIPING WITH 1" THICK (K=0.27 @ 75 'F) PIPE INSULATION WITH AN ALL 2. ASTM Ei, 12" SCALE, ADJUSTABLE ANGLE, RED APPEARING LIQUID, LENS 0 Cl) E TRADE NAMES, MANUFACTURERS AND SHOP DRAWINGS 2, HANGERS SHALL BE FASTENED TO BUILDING STEEL, CONCRETE, OR SERVICE JACKET TO MEET LOCAL CODES AND UL FLAME SPREAD AND FRONT TUBE, CAST ALUMINUM CASE WiTH ENAMEL FINISH AND CLEAR Li- MASONRY, BUT NOT TO PIPING. HANGING FROM METAL DECK IS NOT SMOKE DEVELOPED RATINGS. PROVIDE PVC JACKET ON ALL EXPOSED GLASS WINDOW, BRASS STEM, CAST ALUMINUM ADJUSTABLE JOINT WITH ,� V O co `t 1. WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON THE PERMITTED. HANGERS MUST BE ATTACHED TO FLOOR, DECK, OR PIPE, FITTINGS, AND EQUIPMENT BELOW 8' A.F.F. PVC JACKET SHALLN POSITIVE LOCKING DEVICE, 2 PERCENT OF SCALE ACCURACY TO ASTM DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT EQUIPMENT SHALL JOIST. WHERE INTERFERENCES OCCUR, AND IN ORDER TO SUPPORT BE MINIMUM 20 MIL-5 THICK, WHITE WITH MINIMUM 1" LAP JOINT. PVCC� F- < F- h 8E USED AS A MINIMUM FOR THE BASE BID. MANUFACTURERS � E77, SCALE CALIBRATED IN 'F. SOCKET TO BE BRASS SEPARABLE FOR DUCTWORK OR PIPING, THE CONTRACTOR MUST INSTALL TRAPEZE TYPE COVERS FOR FITTINGS SHALL BE PINNED AND GLUED, EQUIPMENT SHALL THERMOMETER STEMS WITH OR WITHOUT EXTENSIONS AS REQUIRED, LL LL. (9 Ni CONSIDERED AS AN EQUAL OR BETTER IN ALL ASPECTS TO THAHANGERS OR SUPPORTS WI-11C1-1 SHALL BE LOCATED WHERE THEY DO BE PINNED AND TAPED FOR SERVICE REMOVAL. AND WITH CAP AND CHAIN. FLANGE TO BE 3" OUTSIDE DIAMETER SPECIFIED WILL BE SUBJECT TO APPROVAL IN WRITING BY TENANT'S NOT INTERFERE WITH ACCESS TO FIRE DAMPERS, VALVES, AND OTHER C� 'v Q = 0 CONSTRUCTION MANAGER/ENGINEERING MANAGER PRIOR TO SHOP REVERSIBLE FLANGE, DESIGNED TO FASTEN TO SHEET METAL AIR 111.1 LU to EQUIPMENT. EACH TRADE SHALL BE INDEPENDENTLY SUPPORTED FROM 7• INSULATE THE TRAP, SANITARY AND SUPPLY PIPES UNDER LAVATORY DUCTS, WITH BRASS PERFORATED STEM. SCALE TO BE SELECTED 0- W < DRAWING SUBMITTAL PROCESS, FOR ACCEPTANCE. THE USE OF ANY BUILDING STRUCTURE. HANGER TYPES AND INSTALLATION METHODS WITH McGUIRE PRO WRAP PRE-INSULATED TRAP AND PRE-INSULATED Q ' UNAUTHORIZED EQUIPMENT SHALL BE SUBJECT TO REMOVAL AND ARE ALSO SUBJECT TO LANDLORD CRITERIA. SUPPLIES. BASED UPON 1N57ALLATION, SYSTEM PRESSURE SHOULD BE CO� m 0 REPLACEMENT AT THE CONTRACTOR'S EXPENSE. APPROXIMATELY MIDDLE OF SCALE. F_ 3. HANGERS FOR ALL INSULATED PIPING SHALL BE SIZED AND INSTALLED 8. PROVIDE ALL NECESSARY PIPE HANGERS, SADDLES, AND CARRIERS TOa 0 < 1` Z a 2. ONLY THE GENERAL CONTRACTOR SHALL SUBMIT SUBSTITUTION FOR THE OUTER DIAMETER OF INSULATION. PROVIDE 6" LONG SPLIT PROPERLY SUPPORT ALL PIPING AND FIXTURES. HANGERS SHALL SUIT CC ZQ REQUESTS TO TENANT CONSTRUCTION MANAGER FOR APPROVAL. z CO J CIRCLE GALVANIZED SADDLE BETWEEN THE HANGER AND THE PIPE TYPE OF PIPING PROVIDED AND BE SPACED IN ACCORDANCE WITH = SUBMISSIONS SHALL BE MADE EARLY ENOUGH IN PROJECT TO ALLOW INSULATION. M5S-SP69. PROVIDE SWAY AND SEISMIC BRACING WHERE REQUIRED BY M W , M J FOUR (4) WORKING DAYS FOR TENANT CONSTRUCTION MANAGER'S CODES. HANGERS TO BE SIZED TO ACCOMMODATE INSULATION. ...J m Q N.N. 0 0 REVIEW WITHOUT CAUSING DELAYS OR CONFLICTS TO THE JOB'S 4, HANGERS AND PIPING OF DISSIMILAR METALS SHALL BEct. Q 0 PROGRESS. SUBMITTALS SHALL BEAR THE STAMP OF THE GENERAL DI-ELECTRICALLY SEPARATED. q. STERILIZE WATER SYSTEM IN ACCORDANCE WITH LOCAL CODES. PRIOR ET CONTRACTOR AND THE SUB- CONTRACTOR SHOWING THAT HE HAS TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED AND REVIEWED AND CONFIRMED THAT THE SUBMITTALS ARE IN 5. PROVIDE SEISMIC BRACING PER LOCAL CODE AND/OR NEPA-13 CLEAN. ADD DISINFECTANT AND BLEED ALL OUTLETS TO INSURE CONFORMANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS OR REQUIREMENTS. SEE HANGER SCHEMATICS ON M1.02 FOR ADDITIONAL COMPLETE DISTRIBUTION AND OBTAIN 50 TO 80 mG/L RESIDUAL PRO . o INDICATE WHERE EXCEPTIONS HAVE BEEN TAKEN, INFORMATION. REPAIR OR REPLACE DAMAGED FIRE PROOFING AT THROUGHOUT SYSTEM. MAINTAIN THiS LEVEL FOR MINIMUM OF 24 ". FS 3, PROVIDE 6 COPIES OF SHOP DRAWINGS PRODUCT DATA, EQUIPMENT ATTACHMENT. HOURS, THEN FLUSH SYSTEM UNTIL RESIDUAL LEVEL IS EQUAL TO `�� �G1NF��`S�4�ta 127 INCOMING WATER. TEST SYSTEM AFTER 24 HOURS MINIMUM TO VERIFY c= �",; �,' CUTS, PERFORMANCE CURVES, SOUND DATA, DIMENSIONS, SERVICE 6. POWDER ACTIVATED FASTENERS ARE NOT PERMITTED. SYSTEM iS DISINFECTED. �,�� $ '5I'E ��°� CLEARANCE REQUIREMENTS, WEIGHTS, ETC. FOR ALL SCHEDULED . a� ` a*0 kIN a ,,. ;11 �EQUIPMENT FIXTURES DEVICES ETC. a �" . . 4. ONE (1) ELECTRONIC COPY MAY BE PROVIDED AT CONTRACTOR'S c OPTION FOR SUBMITTAL. �� 1 s cY/ '1• F1T1- 5. PROVIDE TWO COPIES OF OPERATION AND MAINTENANCE MANUAL FOR EACH PIECE OF EQUIPMENT, INCLUDING CONTROL DIAGRAMS, INTERNAL 92 WIRING DIAGRAMS, ETC. TO THE LANDLORD AND TENANT (4 COPIES f s TOTAL), ALL BOUND INTO 3-RING BINDERS. EACH BINDER SHALL INCLUDE WARRANTIES, STORE NAME, NUMBER, ADDRESS, INSTALLING 1199 72 m CONTRACTOR, AND SERVICE CONTACT INFORMATION. SHEET Z w b V 6 c m :i c7 rng Plot Date: 1/25/2019 STRAINER, FINISHED FLOOR (SEE �© ' TO STRUCTURE / FLUSH WITH ARCHITECTURAL FOR 3/4" FLOOR FLOOR SLOPES) .---.. ..‹.. It 1l - ;./m,i, I I II1/2" ADJUSTABLE DRAIN ` : ! . HEAD LEVEL AFTER - j` I 4 .a .4 INSTALLATION ''1 3/4" I/2" PIPE FROM 111141::::) CLEVIS TRAP PRIMER. a ad 1 HANGER — PUNCH HOLE STRAP WITH CHAIN. e- a DRAIN BODY �( I N.u a erlil'.- / . N.INSULATION PIPE POU N. c '� 3/4"� � N. r N. I / INSIDE CAULK I I { ��\ ABERCROMBIE & FITCH CO. DRAIN SUPPORT I 1/2 n N. "1 6301 FITCH PATH el/ N 1-I/2 STRAP PIPE i 61) 6 1/2" GW TO N. i I NEW ALBANY, OHIO 43054 PIPE NOTE: 1/2" I/2" TRAP PRIMER A'0 u I 614-283-6500 16 GAGE SHEET TD BELOW 1 i 12" A. FLOOR DRAIN COVER FLUSI-I WITH TILE OR FLUSH WITH CONCRETE \ ' FLOOR TO � 2"N. i# I ..-• � METAL SADDLE 1/2" FLOOR DRAIN _ SADDLS (GALVANIZED) FLOOR IN AREA WITH NO TILE. I „ �i B. CONTRACTOR TO SNAKE DRAINS 2 DAYS PRIOR TO OPENING. �Lt I u �� 1/2" 2 LAV 4„ 1-1/2111 N. w Ir 1-I/2"X R PIPE HANGER DETAIL M FLOOR DRAIN DETAIL LAV / WC _ � r WHA 1-1/2° �- o F (TYP.) L_ V 0 0 P2.00 SCALE: NONE P2.00 SCALE: NONE 2" ,y NH" I c' 2" o WALL CAVITY/CHASE `7-b FINISHED WALL �� 3/4" 1-1/2" I 2" �- co iii "i ,47-; //ie -.- co /�� LAVATORY OR SINK X PIPE SLEEVE a l / 3/4" 411 FD o 311 _ cc 0 0 i i IIB / / \ / IN WALL ACCESS PANEL WALL LINE _ t,p)! 4 " w 1 / PIPE z_ 4" "� g-I JACKET I\ T _ FGO o - N COLD WATER It `� SHUT-OFF VALVE PIPE Al INSULATION [FLOOR SLAB c 3„ N ) SUPPLY LINE TO I MB FIXTURE TRAP PRIMER VALVE k�. �` 1 �'ICe uj SLEEVE AND / � —DISTRIBUTION UNIT a •• p ° •f 1 lain SEAL PIPINGs ,. ., . THRU SLAB (TYP TRAP PRIMER FLOOR DRAIN A • d • • , a. ce OF 2) i / CONNECTION FLOORED "/711(///// G WATER DIAGRAM E !, ;NNILARYADIAGRAM O W PIPE JACKET 71 P2.00 SCALE: NONE P2.00 oi S3 I N ! I I INSULATION POLYSULFIDE _ POLYSULFIDE SEALANT 1�_I SEALANT PIPE /1 PIPE SLEEVE SANITARY LINE WALL PENETRATION FLOOR PENETRATION /15mrr TYPE K CONTINUOUS TRAP SOFT COPPER TUBING (NO JOINTS) , v � m� , S3-= rY 0 TRAP PRIMER DETAIL L PIPE PENETRATION DETAIL ' IL STOCKROOM 1 ` ui 4 > < w P2.00 SCALE: NONE P2.00 SCALE: NONE __ _ r 130 I T Q i- cv al w z „ p w 0 0 k 7--7_=-4 {--- _ Un �� Q u > o } II N Z ~ I-Z 1Y k..) Oo 3M FIRE BARRIER ' _-- I o w z z L z-1 (CAULK CP-25 OR 26 GAUGE MINIMUM GALVANIZED I 1 m o Q Q - PUTTY 303) STEEL PLATE. SECURE TO fi I _ C FLOOR WITH STEEL MASONRY - — 1 1 i , FASTENERS. ___ O } I D o U CD 26 GAUGE MINIMUM - ~ GALVANIZED STEEL �� PIPE I i F � o PLATE. SECURE TO I --- FLOOR WITH STEEL ��� PIPE JACKET INSULATION MASONRY FASTENERS:- �� k INSULATE ALL PIPING PIPE JACKET - FLOOR -r __ Ici MI VACUUM BREAKE - _4 INSULATIONIN ACCORDANCE WITH T -- POU BALL VALVE SPECIFICATIONS, I I , -1 I FLEX SALES (TYP.) C 7,►FE -r--/.\\/- b/ �� 9 ) —3M FIRE BARRIER (CAULKI I CWI 3/4"i UNION (TYP.) `^i r r CP-25 OR PUTTY 303) I/ /Q Q t - � PIPE � MINERAL WOOL BATT OR ! WO53-13 r l 'N 1 WALL CERAMIC (ALUMINA SILICA) 1 I+ CHECK VALVE FIBER BLANKET WITH A I I I I II idT WATER HEATER SEE REMOVABLE FORM _ �t+vZ. -1 ter • —1— FiciPili �CPLUMBING FIXTUREWALL PENETRATION FLOOR PENETRATION 4' q. I , _ • — 1 R R SCHEDULE FOR I — — tom, �r °1 �� ADDITIONAL INFO. ___ I RESTRt%i; FYI �f FL,:' !trail.. 4/11 EXPANSION TANK 3/4 I I _�_�' ) .c i 1El 3/4"T P RELIEF 2" WIDE, 20 GA. SI-IFFY = - - -- ' MB P ' o VALVE METAL BAND, SECURE - o MEM Q wjTO WALL FOR SEISMIC 7� nI BRACING WHERE _, II .r L I 1 ICI CI IX Q w3/4 RUN FULL SIZE EQUI ED BY CODE. 1- y - _ p REQUIRED TO MOP BASIN. _ _ _ _ _ , V • c _ .. o Q Q WH m DRAIN VALVE GALV. DRIP PAN �� X 6.. / I / CV x X 1 0) I 1\ I 1 1 SHELF LOCATED IN CEILING �-- SEPARATE SPACE ABOVE MOP SAS! . I" DRAINS TO III TO MOP BASIN. U CD 0 M LJ- CO U LI .. ()• z �Q a i V♦ Q C NOT USED A PLUMBING PLAN Ici x P2.00 SCALE: NONE P2.00 SCALE: 1/4" = 1'-0" CC Z • 1.1i o N WATER HEATER MOUNTING DETAIL J NOT USED PLUMBING FIXTURE SCHEDULE J .. P2.00 SCALE: NONE P2.00 SCALE: NONE TAG MFG MODEL # DESCRIPTION ACC. MFG ACC. MODEL # ACC. DESCRIPTION L GENERAL NOTES I CODED NOTES AMERICAN FLOOR MOUNTED TANK TYPE PRESSURE ASSISTED HATER CLOSET, VITREOUS CHINA. AMERICANWHITE RISE-AND-SHINE ELONGATED OPEN FRONT SEAT 0 Z LJ- INC 2467.100 ELONGATED BOWL. CLOSED COUPLED FLUSI-IOMETER TANK. 1.1 GALLONS PER FLUSH. WHITE #5324.019 Z w STANDARD STANDARD COLOR. 16 1/2" RIM HEIGHT. FLUSH HANDLE TO BE ON OPEN SIDE OF HATER CLOSET. AND COVER 0 C) cc 0 N 1. REFER TO ARCHITECTURAL SHEET A0.00 FOR INFORMATION ON RESPONSIBILITY SCHEDULE Oi CONNECT NEW SANITARY LINE TO THE LANDLORD'S EXISTING SANITARY SERVICE. FIELD VERIFY EXACT Z Q ~ CM • LOCATION AND DIRECTION OF FLOW OF LANDLORD'S MAIN PRIOR TO BID. .5 GPM GOOSENECK FAUCET WITH 411 CENTERS BLADE Q LL 0 C� 2. PROVIDE METER, SHUT-OFF VALVE, ETC. ALL IN ACCORDANCE WITH LANDLORD'S CRITERIA. OWNER TO WALL MOUNTED 15" X 10" VITREOUS CHINA. 4" CENTERS. WHITE COLOR AND #Sq5-317E2805-SABGP , HANDLES. FURNISH WITH #E3gVPJKABCP AERATOR TO Z _ C� INSTALL A PRESSURE REDUCING VALVE WHEN INCOMING WATER PRESSURE 15 GREATER THAN 60P51. ALL O2 CONNECT NEW COLD WATER LINE INTO LANDLORD'S EXISTING COLD WATER TAP. NOTIFY OWNER'S LAV ' AMERICAN 0355.012 CHICAGO ICC 2 INSTALLATIONS AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES, LOCAL, CONSTRUCTION MANAGER IF TAP SIZE IS SMALLER THAN SHOWN ON RISER DIAGRAM. FIELD VERIFY EXACT STANDARD "LUCERNE" THERMOSTATIC MIXING VALVE. PROVIDE WALL HANGER ACHIEVE 0.4 GPM. w C 0 AUTHORITY'S REQUIREMENTS AND LANDLORD'S CRITERIA. LOCATION OF TAP. REFER TO RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. CHICAGO ;EMS 7)- :� m 0 Q O MCGUIRE #158-WG SUPPLY STOP 2 i_ [] o 3. ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINES, ETC. SHALL BE OFFSET BELOW SHELF AND , w CONCEALED IN WALL ABOVE SHELF. DO NOT ROUTE PIPING, ETC. ABOVE ELECTRICAL EQUIPMENT. O CONNECT NEW VENT LINE TO EXISTING LANDLORD VENT MAIN. FIELD VERIFY EXACT LOCATION OF LANDLORDS MCGUIRE #155-WC STRAINER $ OFFSET TRAP Z O (� Z • MAIN PRIOR TO BID. TRANSITION PIPING AS REQUIRED. " Z Q MBFIAT 832-AA 36 LONG, 3/411NOSE BRACKET WITH HALL HOOK CO V = J z 4. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. REFER TO 2411 X 24" X 10" MOLDED STONE SERVICE, VINYL BUMPERGUARD ti HATER RISER DIAGRAM AND PLUMBING SPECIFICATIONS FOR FURTHER INFORMATION. FIAT MSB-2424 ' CHICAGO 897-PGF FAUCET WITH INTEGRAL VACUUM BREAKER = W Cl) � � a 5. ADJUSTABLE FLOOR DRAIN. CONTRACTOR SHALL CLEAR DRAINS 2 DAYS PRIOR TO OPENING. WH A.O. SMITH DEL-6 FOAM INSULATION 6 GALLON ELECTRIC WATER HEATER, 1500 WATT ELEMENT, GLASS LINED CO,BAKED ENAMEL FINISH 120 V SINGLE PHASE ! - - Q- O) 0_ Cl) z 52 FD JOSAM 30003-5A 3" FLOOR DRAIN WITH NICKEL FINISH, TRAP PRIMER INLET CONNECTION, 4 DEEP. - - SEAL TRAP �� G F si POUD1SK BOTTLELESS POINT OF USE HATER COOLER, 115V SINGLE PHASE. WHITE. 4.1/4.•c`\ �' lN� oy41 ' F POU DA515 OASIS I SKU-03-8820-001 CUP DISPENSER BY GC �' ..., ATLANTIS CUPS SUPPLIED BY OWNER. , 81 65PE �' IALEGEND . CAST IRON CLEAN OUT TEE WITH BRONZE THREADED, HATER $ GAS TIGHT 7-5/8" DIAMETER STAINLESS STEEL HALL ACCESS PANEL 0\``` n '2, NCO JOSAM ! 58604-PLG4 - - %� / , SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION CLEAN OUT PLUG SET FLUSH TO FINISHED HALL fiy,9iY.' 2 ,,.%.`�• VENT THUR ROOF I I `�' `�Y VTR I I PIPE UNION CC P-TRAP (PLAN VIEW) CO C FLOOR CLEAN-OUT FGO JOSAM 57004-SD CAST IRON BODY WITH GAS 4 HATER TIGHT ABS TAPERED THREAD PLUG $ - - w ROUND SCORIATED TOP ADJUSTABLE TO FINISH FLOOR n WATER METER PIPE TEE DROP SHUT-OFF VALVE - - - COLD WATER PIPING U _ ARRESTERS SHALL BE ANSI/ASSE 1010 2004 CERTIFIED, 11972 I WHA SIOUX CHIEF 650 WATER HAMMER ARRESTOR - SIZED AND PLACED PER MFG'S INSTRUCTIONS. b? It�� - - - - - - HOT HATER PIPING IC CHECK VALVE ^ PIPE TEE RISE O I BALL VALVE m3Z x t 3 ‘6,,,,- a m V SANITARY PIPING �b DOUBLE CHECK VALVE C PIPE DROP BALANCE VALVE �ti�0 DREAM 2200-308 208 V THREE PHASE g000 WATT DREAM STEAMER. UNIT FURNISHED - - OWNER FURNISHED, CONTRACTOR INSTALLED m a COMB. BALANCE 4 STEAMER WITH ELECTRICAL CORD AND BRAIDED 3/8 HATER LINE. ! P2.00 VENT PIPING [ CAPPED LINE C PIPE RISE xx-,o SHUT-OFF VALVE Plot Date: 1/25/2019