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HomeMy WebLinkAboutPermit D2000-076 - SOUTHCENTER MALL - MR RAGS (NEVER ISSUED - ONLY PLANS)D2000 -076 925 SOUTHCENTER CANCELLED P PERMIT NEVER ISSUED MISSING RECORD BUILDING PERMIT — INFORMATION In order to obtain a Building Permit from the City of Seattle. the following procedure will be r;qufred: Applications for building permits are submitted to the Department of Community Development. Upon receipt, plans are routed to the City's plan checker and if appropriate to the Fire Department, Planning Division, and Public Works Depart- ment. The following documents are required: 1. A completed building permit application form. 2. Two (2) copies of working drawings, to include. but not limited to, the following: a. Site plan b. Overall building plan c. Floor plan of TENANT space d. Construction details 3. Plan Review Fee to be paid at time of application. City of Tukwila Building Division 6300 Southcenter Blvd. Tukwila, WA 98188,Tel: 206/431 -3670 • ■ FOOD & RESTAURANTS Food handling or restaurant type TENANTS shall submit two (2) sets of plans to: Seattle -King County Department of Public Health 201 Smith Tower Seattle, WA 98104, Tel: 206/296 -4787 Attn: Joe Makelerny Requirements of a food service are detailed in the Seattle or King County Food Code. For a copy of the Food Code contact your District Office. SPRINKLER DRWG. ° iiQUIREMENT Prior to the fabrication of TENANTS sprinkler system. TENANTs sprinkler contractor shall submit seven (7) blue line prints of shop drawings to the following for approval: Factory Mutual District Office The Transcoastal Skyline Tower, Suite 700 10900 NE 4th Street Bellevue, WA 98004,Tel: 206/454 -3931 Upon approval TENANT shall forward four (4) sets o f black line (pre ferably) or blue line prints of the approved design bearing FACTORY MUTUAL'S approval stamp to LANDLORD'S Tenr Coordinator for LANDLORD'S approval and records as required in Exhibit C. UTILITY COMPANIES Ft SERVICES Contact the following utility company representatives for information concerning local installation requirements, application for service, billing procedures, etc.: • ELfciRic SERVicE Puget Sound Light & Power 600 116th NE Bellevue, WA Tel: 800/962 -9498 or 206/455 -5120 I GAS, SERVICE. Washington Natural Gas Company 815 Mercer Street Seattle, WA 98111 ServiceBilling: Tel: 206/464 -1999 Installation: Tel: 800/999 -4964 • tEl EPIIONE SERVICE U.S. West Communication P.O. Box 12480 Seattle, WA 98191-0001,Tel: 206/346 -8500 ■ WATER SERVICE_ City of TUkwlla City Hall 6200 South Center Blvd. Tukwila, WA 98188,Tel: 206/433-1849 ROOF CONTRACTOR Any and all roof work most be completed by the LANDLORD'S approved roofing contractors: Cascade Roofing 6308 212th SW Lynnwood, WA 98036 Attn: Chris Smith,Tei: 206/464 -0441 EXPANSION: Brills Roofing 500 Grade Street Kelso, WA 98624, Tel: 206/577 -0585 C ON 'I'A "F INFOR - A CTION TENANT EtlNT A /,, CT py�A� J JJ ADa �/FAct,n JOINlf11 3 S vJ l24 Ark.. ° 20 — frf1 f;Nes; fL., 33OS - l� (qa'O 933 3`135 ,m 1 9 5 433 3f 5• ■ STRUCTURAL FLOOR ENGINEER ABJK Engineering 220 West Harrison Seattle, WA, Tel: 206/285 -1185 1 SPRINKLER CONIRAC:1'OR Crown Fire Protection (formerly Able Fire) 4932 Pioneer Road Bothell, WA 98012,Tel: 481 -7669 PRECONSIMSJ(-TiON MEETING ° - - A minimum alive (5) days prior to starting construction. the CONTRACTOR shall contact the SHOPPI CENTER OFFICE to arrange a Preconstnictlon Meeting. Attendees should include at least the GENERAL CONTRACTOR, Superintendent and major Sub - contractors to be used in the construction. Attie Pleconstnicton Meeting the GENERAL CONTRACTOR shall provide the following: ❑ Budding Permit - A copy of each of the Local and State Building permits. U Workers Compensation Certificate. ❑ Insurance Certificate - 'The Certificate of Insurance should be in the minimum amount of $2,000,000 In the aggregate, $1.000.000 each occurrence and should reflect the following as 'Additional Insureds: The Richard E. Jacobs Group, Inc. Southcenter Joint Venture JG Shopping Center Mgmt. LLC Performance, Labor and Material Bond as required. ❑ Sub- contractors List - setting forth the name. address and telephone numbers of Tenant's General Contractor and Sub- contractors, • CONSTRUCTION DEPOSIT The CONTRACTOR will be required to provide a $1,500 company check, certified check or money order payable to: Southcenter Joint Venture Please have your Federal i.D. number ready and available. . The depositor any portion thereof maybe applied by the LANDLORD as a reimbursement for materials Issued to or services performed directly for the CONTRACTOR, including LANDLORDSs correction of punch list items not corrected by the CONTRACTOR (see below): The OEPOStTOR agrees such depositor any portion thereof, without prejudice to any other remedy which LANDLORD may have, maybe applied as a reim- bursement to the LANDLORD for materials issued to and /or for services performed directly for TENANTS CONTRACTOR (which services may include the correction of punch list items and /or for the repair /replacement of property damaged by TENANTS CONTRACTOR). The depositor any then remaining balance thereof (less a 15% administration fee) will be returned to the DEPOSITOR without interest, within thirty (30) days after the completion of TENANTS construction obligations as required In the LEASE. ON SITE DOCUMENTATION The CONTRACTOR will keep the following documents on -site during construction: ❑ Working drawings. The GENERAL CONTRACTOR will build from ONE set of drawings incorporating LANDLORD'S approval comments Into the BUILDING DEPARTMENT STAMPED APPROVED SET. This set of drawings will be the primary working drawings and displayed at all times during construction. U A complete set of Typical Tenant Drawings and a set of working drawings bearing LANDLORD'S stamp of approval. U A copy of the Letter of Authorization for Access (sited by man represmtativeat Pia- construction Meeting.) U LANDLORD'S Construction Manual issued to CONTRACTOR at the Preconstructlon Meeting. CONSTRUCTION -- - RFQUiREMENTS The following Rules govern construction on LANDLORD'S property. All references to 'CONTRACTOR' shall mean the GENERAL CONTRACTOR or the TENANT if acting as its own contractor. All references to LANDLORD may equally mean the MALL REPRESENTATIVE at the shopping center, if appropriate. In the event TENANT'S construction encounters any asbestos containing materials (ACM). TENANT shall immediately cease construction for that part of the Work which may disturb the ACM and contact LANDLORD'S Representative at the Shopping Center to resolve how to proceed. The installation of any materials that contain asbestos Is strictly prohibited. TENANT'S ARUM I C 1',. Aor%iEVe 1 • 11 Ill °aoitt)A t/eC ON GlPwtf 9P r o4 uiY i)5/5 &6'( 2or,) ro21-2 cu • EXISTING CONDITIONS It shall be TENANT'S responsibility to verify all existing construction and equipment and subject to LANDLORD'S written approval to upgrade or replace same to comply with the more stringent of I)governing building codes. 2) the Federal Occupational 5a fetyand Health Act (OSHA) and regulations promulgated thereunder. 3) all laws, ordinances and regulations of applicable State. City and Local health depa rtments and utility companies, 4) the requirements of LANDLORDS fire and casualty insurer, or 5) the provisions of the lease. All costs shall be at TENANT'S expense. II PRO 11.11110N OF PROP F.R1 -Y - - The CONTRACTOR shad be responsible for protecting the LANDLORD'S and any other party's property from damage. Use o f fuel operated engines inside the Mall and /or space will not be permitted. • FiR Ii TI N UlStIER% The CONTRACTOR shall provide adequate fire extinguishers within the premises. tagged for date of Inspection, while under construction. • SiiE ACCESS Er PARKIN(: - Specific areas vAl bedesignated by the LANDLORD for parking. The CONTRACTOR s hall be responsible to ensure that all construction employees working In the premises use thedesig- nated parking areas There MI be no construction trailers allowed on the property Parking will not be permitted in any of the driveways, fire lanes and truck docks except for temporary loading and unloading. as approved by the LANDLORD. • DELIVERY OF MATERIALS The CONTRACTOR sha -I be responsible to coordinate all material deliveries to the premises, whether for construction, fixturing or merchandising. All deliveries shall be made through the rear door of the premises either via the adjacent sersfce conidor truck dock area. Contact the LANDLORD prior to the delivery of materials and equipment which are too large to enter through the reardoorof the Premises. Any such items are to be delivered during NON - Shopping Cen ter hours. Where there is no rear door to access space, all deliveries. trash removal. etc. mustbe coordinated bef ore or after Mall operating hours. according tc LANDLORDS direction. NO exception. 1' Wt)RK AREA E SiORA(&E The CONTRACTORS work area will be restricted to the Tenant's leased premises. Service and fire corridors and truck docks shall be kept clear of all materials, equipment, debris and trash at all times. • SECURITY K AFTF.Rj1O1.1S WORK The CONTRACTORmustreceive the prior permission of the LANDLORD for work after normal working hours. • LANDLORD INSPECT IONS TheTenantb construction work wall be observed periodically by the LANDLORD to verify that thew.ork Is being constructed as set forth in the Tenant's Lease, Tenant Manual, Typical Tenant Drawings, Landlord approved Tenant Drawings LANDLORDS Construction Manual. • SAFER - The CONTRACTOR shall be responsible to ensure that all work is performed in accordance with 05.1-.A. standards.The LAND- LORD may, without any liability therefore. stop work that is in violation of OS.HA. standards or which may in the Landlord's opinion, cause injury or harm to persons or property. CONTRACTOR must obtain a written permit from the Mall, office prior to any"holwork (ex welding, soldering, torch -work. etc.). It shall be the duty and responsibility of the CONTRACTOR performing any cutting or welding to comply with the safety.. provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRAC- TOR shall be responsible for all damages resulting from a failure to so comply. • TEMPORARY POWER Temporary electric power will bemade accessible for those Tenants where permanent power Is not yet available. Where permanent power is available, it Is the responsibility of the CONTRACTOR to provide the necessa equipm to supply the electrical power needed for construction. Permanent power should be ascertained as soon as possible. • 'IE%IPORARY WATER - - Contact the LANDLORD for coordination of temporary w ater service. • U111.11 V CHANGEOVER CONTRACTOR shall be responsible for changeover of u tilities to CONTRACTOR and /or TENANT Account as soon as possible. 'TENANT'S ENGINEER SIAM (4NhNlM M&inOI bREu LD' N r ADDA k-d( ic-.-f -ula )3200 NormAndg(e,.. $Iut. Ste. 5Oo , loon; yea r 55134 em (6o121 $20 -IyDD Gl2�vr'LO-21&o II 1EMPORARYTOILET - It will be the responsibility of the CONTRACTOR to prow �- adequate toilet facilities for all employees working within the premises. The shopping center toilet facilities wall not be available for contractors use unless specifically authorized by the LANDLORD. The location for temporary portable type toilet facility most be approved by the LANDLORD prior to its placement. • TEMPORARY BARRICADE Prior to beginning any construction, the CONTRACTORshai ensure,ifrequired INtheLANDLORD.thata tempoar_ybarricade is installed at the storefront (see Shopping Center Manager for barricade drawings and details). Where barricade hasbeen erected by LANDLORD usirn pre - formed panels, the LANDLORD shall extend the barricade past the lease line to accommo- date the storefront work. The barricade shaft not be extended until storefront work actuallybegfns. shall notunreasonabfy obstruct mat traffic. and shall not /remora than four feet (4) past the storefront lease line. Ali barricades shall be extended or constructed doing the non - operating hours of the shopping center: No barricades shall be removed or dismantled without express written consent of the LANDLORO.Arybamicaderemaed without prior conse will be reconstructed by the LANDLORD at the CONTRACTORS expense. - • CONSTRUCTION SIGNAGE The CONTRACTOR is not allowed to postarycompanyname or sign on the temporarybarricade. The CONTRACTOR shall post all signageas required by mall representative for public safetyor general warning. • BELOW GRADE CONSTRUCTION - Prior to beginning any belowgrade constructionand underslab confined spaces the Contractor must: U Prior to Locating Floor Penetrations. Tenants Contractor must secure LANDLORD'S structural floor engineers approval. see address this sheet U Meet hazardous confined space requirements. U Inform LANDLORD of the work to be undertaken and receive approval of same. U Submit ALL construction materials proposed for under slab installation to LANDLORDS representative for approval Once the approvals have been rteei red and under slab con- struction commences theCONTRACTORn escphotograph the installation in detail. both in progress and once can - pieced. and submit copies of all photographs to LANDLORD. Any Below Grade construction must beinspected byLAND- LORD prior to backfilling. • CONCRETE. Concrete must be saw-cut or core-drilled (no jack- hamrnerng or breaking of concrete is permitted). Secure structural floorergineers approval prior to reforming all floor work. Prior approval must be obtained from LANDLORD prior to pen- etrating any structural or steucwrallyrefnfortedconcrete. • SPRAY PAINT ING Spraying of finishes or paint must only be done if Man HVAC and adjacent Tenant i-NAC systems am either shutdown or protected to avoid contamination. • INTERRUPTION OFUTiLITiF,S n -- The CONTRACT0tRnn ethe LANDDLORDS approval at least three (3) days prior to any modficaton to utaftyservices that may temporarily interrupt such service to other tenants or the shopping center. NOiSY (:ONSTRUCTfON The LANDLORD has established working hours when the contractor may perform'noisy construction (i.e.sawcutting. core drilling, "Hiltr type fastener guns. etc.). Contact the LANDLORD for restricted hours. LANDLORD reserves thesde right to request that CONTRACTOR reschedulearyactivities deemed disruptive to restricted hours. • TRASH REMOVAL & UUMI'SARS Trash Removal - All trash will be confined to the premises and removed at the end of each day by the CONTRACTOR Any Nosh found in the service corridors, adjacent tenant units. and /or other public areas will be removed by the LANDLORD and deducted from the CONTRACTORS depositor billed to the TENANT. The location of theCONTRACTORS dumpster will bedeterrnined by the LANDLORD. LANDLORD'S dumpsters and/or compactors are not to be used by CONTRACTOR D2oco MALL CONTACT Mir► Pot NAME Southcenter Mall 633 Southcenter Seattle, WA 98188 -2888 Tel: 206/246 -0423 Fax: 206/244 -8607 SPRt VKLER'Dif: TN -DOWN The CONTRACTOR shat seek the LANDLORD'S prior approval at Leasttwo(2)ebysinadvanceof neeeing to drain the shopping center sprfridrrsystenr Noshopphrg center sprinkler system w5 be left drained overnight. AI systems will [recharged and operational when the CON - T RACTORIeaves for the right. A $75 fee will be charged for each lane the LANDLORDS sprinkler system is drained or shut downtoaccorrrngfateceMCLt iorrand testing requirements. • ROOF h BC II.DINI. 101)11II tIIHAS The CONTRACTORwi1 not beArmed to penetrate the roof or aa`je;t er medy the LANDLORDS sprinkler system, fixtures, utdittes,structure.equipment or facilities without the LAND- LORDS express written consent and will be done by the LANIAORUS original contractor (or LANDLORDS designee) at theCONTRACTORSexpense. OP[ :RAI ING WHILE REMODELING 14'1 add tian to any priorstated requirements, the following rules apply tostores remaking open during remodeling. 1 PRL(ON%iRCA ITt 'tEEt1Ntr For staresremaieg open during construction. The Store Manager-nvstbe prn.•sen t at the Preconstnectbn Meeting to cl scusssplansbsthenemoceLtenespanof remodel andrelated saf'efy raes- ■ It II-it-Di The CANTRACTORweberei{iaedtoschedule the:costruction in proses and pnehl e a phasing banfcade plan invlcating where the banrfrade el be placed. I 1EL -( RI i t tr.. IETI.R II/CRS WORK TheCONTRACTOR enretrttehmprior permissionof the LANDLORD forwork after normal waking hours. In adaatlun. U°estere Manager and the CONTRACTOR must prepare fur and ueicate whe ther a 5eouftyOfficer or other serrfe he weird. The LM10IORD wA riot be responsible for the seasit/of theCONtRA GTOR5 orthe TENANT'S property. -I S -ill -E I Y in addition to theO.5}IA safetystandards referenced previ- arsty the Store Manager and CONTRACTOR must observe the foiowihc Pkavfde a minimum of a four foot (4) barricade around al caretmctio.a areas. - U Apply plastic sheeting from the barricade up to the ceding so as to minimize durst and related damage to merchandise. customers and the public mall areas. O Verify that all workrnans tools. tacklers. and loose construction suppiies are out ofthe customers, and specifically chddren reach. U Verify that any overhead dang5rgtght fixtures. conduits, etc. are well within the confines of the barricaded and plastic sheeted areas. ❑ Verify that the store has down -sized its stock properiy so as to remain open for business and still accommodate clear fire exits through both the rear and the front of the store. D If there is any storefront remodeling required, the WEITRACf On oil be required to meta barricade per the above details. OPINING R- I:QURI iI'EN "TS CertifIcateof Occupancy: The CONTRACTOR shall provide the LANDLORD with a copy of theOccupancy Permit_ ' U Certified Tenant Air Balance Report U Punch List: Upon completion of construction and PRIORTO opening. the CONTRACTOR shad equest that the LANDLORD conductafinal observation and canpte a punch list The premises wrl be allowed toopen forbuefrrs nryaftertheLANDLARDhas receiveda coP,y ofthe Occupancy Pennitandthepu chistitems sattsfactoiilycanpieted. • 1,1LN W:U.-F1(S N :hiIID:AVI IS The CONTRACTOR. will be required to submit the following items at the end of the construction (forms are available from the LANDLORD): U An original notarized - General Contractors Affidavit and Final Waiver of Lien - . U The original signed and notarized - Subcontractors Affidavit and Waiver of Lien for each contractor. 07(a TF.NANP (:(IOUI)INAIOR ..ShAIND 4- Tel: 440/892- NAME The Richard E. Jacobs Group, Inc. 25425 Center Ridge Road Cleveland, OH 44145-4122 Tel: 440/871.4800 Fax: 440/892.2308 U RA%5. I S( ,SIHMI Fl _ REVIEW CHECKLIST TENANT'S SUBMISSION CHECKLIST TENANTS drawing submission must includefour (4) sets of black line (preferably) or blue line prints. LANDLORD'S REVIEW CHECKLIST APPROVED FOR CONSTRUCTION DRAWING PRELIMINARY ARCHITECTURAL ELECTRICAL PLUMBING HVAC THIS AREA FOR LANOLO NOTE DRAWINGS WITH= IN THE LOWER RIGHT HAND CORNER ARE APPROVED BYLANDLORD 1 PRELIMINARY CONCEPT: U Storefront Elevation (with sign) ❑ Storefront Sections) U Details at Neutral Fier(s) U Details at LANDLORD'S Soffit U Floor Plan U Reflected Ceiling Plan U Interior Elevations U Longitudinal Section U Material Sample Board U Photo of Similar Store 5 , A tl A -p Y A • —AA w` A ' A z � ___A USE ONLY... WORKING DRAWINGS: Working Drawings must be submitted in the following order: fa LANDLORD'S TfG-01 Sheet la Architectural la Electrical U LANDLORD'S TTE Shee t(s) U Plumbing HVAC LANDLORD'S TTM Sheet(s) ❑ (other drawings) APPROVED (INCLUDE WITH RESUBMISSION) Os Dste Permit No. IIII(IIII - V— R -- V Lam° A .. - .V d If i?Hf!li!I'!. REVISE & RESUBMIT Atilt PS-SUBMISSIONS: TENANT shall resubmit drawings within ten (1O) days. All resubmission shall be COMPLETE sets with four (4) sets of black line (preferably) or blue line prints. SIGN: This review does_ not include final approval of TENANTS sign. Prior to fabrication x installa Nan of TENANT'S sign, TENANTS sign fabricator (sign company) shall submit three (3) sets of show drawings to LANDLORD for approval. CHANGES: Once approved by LANDLORD, no changes shall be made in TENANT'S Drawings except upon the PRIOR written consent of the LANDLORD. AS- GUILTS: Within thirty (30) days after the opening of the Premises, TENANT shall submit complete set of as -built drawings to LANDLORD. FILE COP` ----'---°-- sand that the F:u. :' --d - DDio''als are s:•3t of , n .8B n0T 1Ut ■' ;._ copy of approved LANDLORD'S approval of TENANTS Drawings is contingent upon TENANTS compliance with LANDLORDS comments and shall not be construed spas to hold LANDLORD liable for either the architectural and engineering design of the Premises or the accuracy of the information contained in TENANTS Drawings. Should anyconflfct between any ofTENANTS Drawings and the Lease, the applicable portlon(s) of the Lease shall be determinative. LANDLORD'S approval of TENANTS Drawings will in no wayaltcr, amend or waive the requirements or criteria of the Lease. r)M'M � F TOh, 11-ik A ? ?P, `I ED R 2 2000 SIO PERMIT CENTER SOUTHCEN SEATTLE, WASHINGTON TYPICAL PnAWN BY: SCALE: nEVISED BY: PRA c 31Dy UNIT NUMBER D BA THIS SHEET MUST BE INCLUDED AS PART OF TENANT'S - SUBMITTAL TO THE LANDLORD, LOCAL AUTHORITIES NAVIN AND BIDDING CON- TRACTORS The Richard E. Jacobs Group FILE NAME: REVISION DATE l TI NG NUMBEB SOUTHCENTEN MALL DATE: Joe NUMBER DATE: T" — 01 CNi DIVISION ITEM F.O.I.C. GEN. CONTR. LANDLORD REMARKS 01710 ANAL CLEANING • BROOM CLEAN & MOP, IF NECESSARY 02070 SELECTIVE DEMOLITION • 03700 CONC. SLAB PATCH /LEVEL • PREP FOR FIN. MATERIALS 05400 STRUCT. MTL. FRAMING /MISC. MTL. 05600 DECORATIVE METAL WORK • • AS NOTED 06100 ROUGH CARPENTRY • 06200 FINISH CARPENTRY • 06410 STORE FLOOR & WALL FIXTURES • U.N.O. 08330 ROLLING GRILLE 08710 DOOR FINISH HARDWARE • 08800 GLASS GLAZING • 09120 CEILING SUSPENSION SYSTEM • 09920 INTERIOR PAINTING • 10520 FIRE EXTINGUISHERS • 10430 STOREFRONT SIGN • 10440 INTERIOR SIGNAGE • 11000 SECURITY SYSTEM • CONFIRM REQ'TS. WITH OWNER 11000 SECURITY MIRRORS • 12000 FURNISHINGS • -41 EXISTING, FIELD VERIFY 15300 SPRINKLER SYSTEM -MAIN SERVICE SPRINKLER SYSTEM - DISTRIBUTION • EXISTING, FIELD VERIFY 16050 ELECTRICAL - OUTLETS • 16400 ELECTRICAL SYSTEM -MAIN SERVICE • EXISTING, FIELD VERIFY 16500 LIGHTING - LIGHT FIXTURES • 16501 LIGHTING - LAMPS • U.N.O. 16535 EXIT SIGNS • PER LOCAL CODE 16720 FIRE ALARM SYSTEM • PER LANDLORD /CODE DIVISION OF WORK SITE MAP r 02,00()- 76) SITE ADDRESS: SOUTHCENTER MALL, SPACE #C316 633 SOUTHCENTER BLVD TUKW1LA, WA 98188 DEPT. STORE DEPT. STORE A DEPT. STORE MR. RAGS - SPACE #C316 FOOD COURT 1 DEPT. STORE DEPT. STORE ABBREVIATIONS ACT ACOUSTICAL CLG TILE ADJ ADJUSTABLE A.F.F. ABOVE FINISHED FLOOR BLK'G BLOCKING B.O. BOTTOM OF rE CENTERLINE CLR CLEAR or CLEARANCE CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONT CONTINUOUS DET DETAIL DIA DIAMETER DIM DIMENSION DWG DRAWING ELEC ELECTRICAL EQ EQUAL EQ EQUAL EXIST. EXISTING F.O.I.C. FURNISHED BY OWNER INSTALLED BY CONTRACTOR F.0.1.0. FURNISHED BY OWNER INSTALLED BY OWNER FT FOOT or FEET F.R.T. FIRE RETARDANT TREATED FEC FIRE EXTINGUISHER CABINET FURN FURNISH GA GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GWB GYPSUM WALL BOARD HDWR HARDWARE NM HOLLOW METAL HR HOT ROLLED HT HEIGHT I.D. INSIDE DIAMETER IN INCH INST INSTALL MAT'L MATERIAL MAX MAXIUM MECH MECHANICAL MIN MINIMUM MDF MEDIUM DENSITY FIBERBOARD MOISTURE RESISTANT N/A NOT APPLICABLE N.I.C. NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE O.C. ON CENTER O.D. OUTSIDE DIAMETER 0.S.B. ORIENTED STRANDBOARD P -LAM PLASTIC LAMINATE RB RUBBER BASE REINF REINFORCING or REINFORCING REQ'D REQUIRED REV. REVISED or REVISION SCHED SCHEDULE SIM SIMILAR SO SQUARE SUSP SUSPENDED S.V. SHEET VINYL T.B.D. TO BE DETERMINED TEMP TEMPERED T.O. TOP OF TS TUBULAR STEEL TYP TYPICAL U/S UNDERSIDE U.N.O. UNLESS NOTED OTHERWISE V.C.T. VINYL COMPOSITION TILE V.I.F VERIFY IN FIELD CONTACTS TENANT/ OWNER: TENANT'S ARCHITECT: TENANT'S ENGINEERS: GENERAL CONTRACTOR: T.B.D. LANDLORD: MR. RAGS /CLAIRE'S BOUTIQUES, INC. 3 S.W. 129TH AVENUE PEMBROKE PINES, FLORIDA 33027 PROJECT MANAGER: WENDY JOINVILLE TEL: (954) 433 -3435 FAX.: (954) 433 -1488 NBBJ 111 S. JACKSON STREET SEATTLE, WASHINGTON 98104 PROJECT MANAGER: GEOFF ROSSI PROJECT ARCHITECT: JOYCE LEE TEL: (206) 621 -2402 FAX.: (206) 621 -2305 DUNHAM ASSOCIATES 8200 NORMANDALE BLVD, SUITE 500 MINNEAPOLIS, MN 55437 PROJECT MANAGER: NEAL MAIKKULA ELECTRICAL ENGINEER: CLINT NAMENIUK MECHANICAL ENGINEER: PHIL RAMSEY TEL.: (612) 820 -1400 FAX.: (612) 820 -2760 THE RICHARD E. JACOBS GROUP, INC. 25425 CENTER RIDGE RD. CLEVELAND, OH 44145 -4122 TENANT COORDINATOR: SHAWN BOYSKO TEL: (440) 808 -7553 FAX: (440) 892 -2308 MALL CONTACT: MIKE HANSEN AGENCY CODE REVIEW BUILDING CODE: MECHANICAL CODE: ELECTRICAL CODE: ENERGY CODE: FIRE PREVENTION: A. OCCUPANCY GROUP: 1. EXISTING BUILDING: GROUP M B. CONSTRUCTION TYPE: 1. EXISTING BUILDING: TYPE II -N, FULLY SPRINKLERED C. ACTUAL AREA 1. SALES: 2. SUPPORT AREAS: 3. TOTAL D. OCCUPANCY REQUIREMENTS: 1. TOILET ROOM (FOR FOUR OR LESS EMPLOYEES): A. QUANTITY: NONE PROVIDED B_ FIXTURES: WATER CLOSETS: MALE /FEMALE: LAVATORIES: MALE /FEMALE E. TYPE OF CONSTRUCTION REQUIREMENTS: 1. STRUCTURAL LOADING: A. RETAIL B. STORAGE: 1 HANDICAP: A. HEIGHT OF TOILET: B. DIAMETER OF GRAB BAR: C. HEIGHT OF GRAB BARS: 3. SEISMIC BRACING: A. ZONE B. HORIZONTAL BRACING AT CEILING AT LIGHT' FIXTURES: C. COMPRESSION STRUTS AT CEILING AT LIGHT FIXTURES: F. EXITING: 1. ALLOWABLE SQUARE FEET PER OCCUPANT: 2. OCCUPANT LOAD: 3. NUMBER OF EXITS REQUIRED: 4. EXIT DOOR WIDTH REQUIRED: 5. DISTANCE TO EXITS: 6. CORRIDORS: A. WIDTH: B. HEIGHT: C. PROJECTIONS: B. ELEVATION CHANGE E. RATING: WALLS: CEILING: OPENINGS: 7. HARDWARE: G. FIRE EXTINGUISHING SYSTEMS: 1. AUTOMATIC FIRE EXTINGUISHING SYSTEM: 2. SPRINKLER HEADS: 3_ FIRE EXTINGUISHERS: H. MECHANICAL 1. HEAT LOSS CALCULATIONS: I. ELECTRICAL: 1. LIGHTING CALCULATIONS: J. STRUCTURAL 1. CALCULATIONS: 2. SEISMIC BRACING: ACCESSIBILITY NOTES 1. FLOORS SHALL NOT BE MORE THAN 1/2" LOWER THAN DOORWAY THRESHOLDS. 2. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS., SUCH PUSH OR PULL EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOOR. 3. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN, ACCESSIBLE ROOMS AND SPACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. 4. TOILET ROOM SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE & WITHIN THE 12" DIAMETER. MOUNT AT 60" AFF. 6. CHECKSTANDS SHALL BE MADE ACCESSIBLE BY PROVIDING A MINIMUM 36" AISLE ON THE CUSTOMER SIDE OF THE CHECKSTAND WITH AN ADJOINING 36" WIDE COUNTER AT HEIGHT NOT EXCEEDING 34 ". 7. THE CENTER OF ELECTRICAL AND COMMUNICATION RECEPTACLE OUTLETS SHALL BE INSTALLED NO LESS THAN 18" AFF. 8. THE CENTER OF THE GRIP OR OPERATING HANDLE OF CONTROLS OR SWITCHES TO CONTROL LIGHTING OR RECEPTACLE OUTLETS, APPLIANCES, OR HVAC EQUIPMENT SHALL NOT BE MORE THAN 48" AFF. SYMBOLS ELEVATION INDICATOR BUILDING SECTION INDICATOR DETAIL INDICATOR UNIFORM BUILDING CODE, 1997 UNIFORM MECHANICAL CODE, 1997 WASHINGTON STATE ELECTRICAL DE, 1997 WASHINGTON STATE ENERGY CODE, 1994 UNIFORM FIRE CODE, 1997 1714.5 S.F. 164.7 S.F. 1879.2 S.F. 1OE DOOR INDICATOR ROOM NUMBER. Pt FINISH INDICATOR CEILING HEIGHT lo' -o "I PER CODE PER CODE AIME 17 - 19" 1 -1/4" O.D. MIN TO 1-1/2" MAX O.D. 33" 0 PER CODE PER CODE SALES- 30 S.F./ STOCK- 300 S.F. 52 W SALES,/ 1 ® STOCK 2 36 "' 150' MAX 44' MIN. 96" MIN. NONE NONE 1 HR. 1 HR. 20 MIN. WHERE SPECIFIED HANDICAP PANIC HARDWARE (4' EXIT FULLY SPRINKLERED PER CODE PENDANT AT CEILINGS (2) TYPE 101b. ABC SEE MECHANICAL SEE ELECTRICAL PROVIDED UPON REQUEST PER CODE GENERAL CONSTRUCTION NOTES 1. NO SITE SURVEY HAS BEEN CONDUCTED PRIOR TO PREPARATION OF THESE DRAWINGS. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AND DIMENSIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THESE PLANS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO SUBMISSION OF BID. A SUBMISSION OF BID SHALL IMPLY THAT THE CONTRACTOR HAS ACCEPTED THE DRAWINGS AND THE EXISTING CONDITIONS. THIS PROJECT IS A REMODELING PROJECT. THEREFORE, UNKNOWN EXISTING CONDITIONS MAY BE DISCOVERED DURING THE PROCESS OF CONSTRUCTION WHICH MAY PRESENT A SUBSTANTIAL DISCREPANCY WITH THESE PLANS. THE CONTRACTOR SHALL NOTIFY AND REPORT ANY SUCH EXISTING CONDITIONS TO OWNER AND THE ARCHITECT. 2. MANY SMALL DISSIMILARITIES BETWEEN THESE PLANS AND ACTUAL CONDITIONS MAY BE FOUND AND SOLVED BY THE CONTRACTOR WITHOUT CONSULTING THE ARCHITECT WHEN WORK IS DONE PER STANDARD OF PRACTICE, MANUFACTURER'S INSTRUCTIONS, AND /OR LANDLORD'S RECOMMENDATION OR REQUEST. HOWEVER CONTRACTOR'S DISCRETION SHALL NOT BE FINAL. 3. THESE DRAWINGS AND SPECIFICATIONS ARE BASED ON THE BEST POSSIBLE INFORMATION AVAILABLE. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY REGARDING DISCREPANCIES BETWEEN PLAN'S SPECIFICATIONS AND DIMENSIONS, AND EXISTING SITE CONDITIONS AND PROJECT DATA. 4. ALL WORK SHALL BE PERFORMED IN A THOROUGHLY FIRST -CLASS AND WORKMANLIKE MANNER TO CONFORM TO THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS AND TO THE BEST PRACTICES OF THE TRADES INVOLVED. 5. THE CONTRACTOR SHALL PATCH AND REPAIR ANY EXISTING WALLS, FLOOR SLAB OR CEILING WHICH MAY BE DISTURBED DURING DEMOLITION AND INSTALLATION OF NEW ARCHITECTURAL, ELECTRICAL, PLUMBING OR MECHANICAL EQUIPMENT. 6. ALL FEES AND PERMITS REQUIRED TO CONSTRUCT THE WORK SHALL BE ACQUIRED AND PAID FOR BY THE CONTRACTOR. 7. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL GUARANTEE ALL OF THEIR WORK AND /OR MATERIALS TO BE FREE FROM ALL DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF OWNER'S APPROVAL OF WORK AND MATERIALS. ANY WORK OR MATERIALS THAT BECOME DEFECTIVE WITHIN ONE (1) YEAR FROM OWNER'S APPROVAL, SHALL BE REPAIRED AND /OR REPLACED WITHOUT ANY CHARGE TO THE OWNER. TENANT'S GENERAL CONTRACTOR SHALL KEEP PREMISES FREE FROM ACCUMULATION OF WASTE AND RUBBISH AND REMOVE DAILY. THE CONTRACTOR SHALL LEAVE THE PREMISES BROOM CLEAN AND SHALL CLEAN ALL FINISHED SURFACES, FIXTURES, GLASS, STOREFRONT, ETC. 9. CONNECTION TO TEMPORARY I POWER, INCLUDING ALL TEMPORARY POWER LINES, TRANSFORMERS AND ELECTRICAL DISTRIBUTION SHALL BE PROVIDED BY TENANT'S GENERAL CONTRACTOR. 10. ABBREVIATIONS: Li. LANDLORD TEN. TENANT G.C. TENANT'S GENERAL CONTRACTOR S.C. SIGN CONTRACTOR 11. DIMENSIONS ARE TO FACE OF FINISHED WALL MATERIAL OR TO CENTER OF COLUMNS OR GRID LINES AS SHOWN ON DWGS. 12. DO NOT SCALE DRAWINGS. 13. PROVIDE MTL BLOCKING FOR ALL SIGNS, FIXTURES, TOILET ROOM ACCESSORIES AND ANY OTHER WALL MOUNTED EQUIPMENT. 14. WITHIN TWO (2) DAYS OF START OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE TO THE OWNER A DIMENSIONAL SKETCH SHOWING ANY EXISTING OBSTRUCTIONS CONFLICTING WITH THE CONTRACT DOCUMENTS. 15. GYPSUM WALLBOARD IS TO HAVE A FINISHED EDGE WHERE EXPOSED. 16. GC TO FURNISH AND INSTALL ONE LAYER OF 5/8" TYPE "X" GWB AT TENANT SIDE OF ALL DEMISING WALLS IF NOT EXISTING. 17. GC TO FURNISH AND INSTALL ALL ACCESS PANELS IN GWB WALL/ CEILINGS REQ'D BY LANDLORD OR BLDG. DEPT FOR EXIST. OR NEW MECH. AND ELECT. SYSTEMS ACCESS. 18. PRIOR TO SUBMITTING BID, CONTRACTOR SHALL CONTACT TENANT COORDINATOR FOR INFORMATION REGARDING SPECIAL REQUIREMENTS WHICH MAY AFFECT PROJECT COST SUCH AS: INSURANCE, PERFORMANCE BONDS, DAMAGE DEPOSITS, UNIQUE MECHANICAL REQUIREMENTS, ETC. G.C. SHALL ALSO REQUEST FROM MALL'S TENANT COORDINATOR ALL REQUIRED TENANT CRITERIA AND CONSTRUCTION MANUALS AND SHALL CONSULT MANUALS FOR SPECIAL REQUIREMENTS PRIOR TO SUBMITTAL OF BID AND BE FAMILIAR WITH ITS REQUIREMENTS FOR THE COMPLETION OF THE PROJECT. 19. ALL EXISTING WALLS TO BE PATCHED, REPAIRED AND RESTORED TO A SMOOTH SURFACE. 8. SHEET INDEX TTG -01 TYPICAL TENANT GUIDELINES ARCHITECTURAL AO COVER SHEET Al DEMOLITION PLAN A2 FLOOR PLAN /SCHEDULES A3 REFLECTED CEILING PLAN/ SCHEDULES A4 FIXTURE PLAN /SCHEDULES INTERIOR ELEVATION AS NOT USED A6 STOREFRONT ELEVATIONS/ SECTIONS /DETAILS A6.1 STOREFRONT DETAILS A7 DETAILS A8 SPECIFICATIONS A9 SPECIFICATIONS A10 SPECIFICATIONS ELECTRICAL El E2 E3 TTE -1 TTE -2 POWER PLAN LIGHTING PLAN ELECTRICAL SPECIFICATIONS ELEC. DESIGN CRITERIA, DETAILS ELEC. DESIGN CRITERIA, DETAILS NBBJ Sheet Title Sheet Number RECri',, CITY OF TTJKAULA TTM -1 MECH. DETAILS AND SEPC. TTM -2 MECH. DETAILS AND SEPC. TTM -3 MECH. DETAILS AND SEPC. TTM -4 MECH. DETAILS AND SEPC. PERMIT CENTER TTM -5 MECH. DETAILS AND SEPG. TTM -6 MECH. DETAILS AND SEPC. 111 South Jackson Street Seattle. Washington 98104 12061 223 -5555 Fax 12061 621 -2305 DtNNIS C. FOT 'SATE OF 'WASH:: :TON STORE #2109 rin • Qp LANDLORD - COMMENTS 2/22/00 A ADDENDUM #1 _ 2/1/00 BID SET J25J00 PERMIT SET 1 /25/00 ___LANDLORD SET _ - _ 1/25/00 LANDLORD PRELIMINARY 1/4/00 NQaber Date By Description A Revisits PERMIT / BID SET COVER SHEET scde NO SCALE : JKM Q JCL Dote 1/4/00 Checked GAR Approved By bb tkarber 41048.15 -J J J cO > CO LU C) F°1W Zc,U H W 0 3 co U ) co I- (44 44 H 1 i EXISTING WALL PARTITIONS AND FINISHES TO REMAIN IN STOCK AREA FI cP ❑ ❑ — EXIST. WALL PARTITION TO REMAIN 0 ( J Id ITS -I IU t _ri - -_ 1 i }} I - l I i¢--r� f �.. iiii �i. i i _ ot-t - El y 1HIy I 4 -1 -` I T --1 I F-rt l �-ic, l ill_ - r (� 1 +-I i p: m: a 11_ I 1± 1., IN p1=1 i l0 l t b tt L tI Iit� ti III 1- I HI � I fF+ t -1 Hi - -hItI1-I I -1- 6,=1 I 1-F I tl tin111 j-( I_ i m -1-I 1-1_F 1--F f H_1 ±-I 1 VI IT l r L 1 Itl — 1 = . — — ITl l�t l4 -F II v l t t lf1.1 — T - I I = - � P 4 ITTIT I ME f 7% ❑ SIL17Z1: ± e w BIB u p 1 _F I U 1z i I + b I t !d=t - A A A A 22' -0" EXIST. FIT ROOM PARTITIONS TO REMAIN, TYP. CUT EXISTING WELDED WIRE MESH CEILING ABOVE CASHWRAP — CASHWRAP BELOW, SHOWN F REFERENCE WELDED WIRE MESH CAGE, SHOWN FOR REFERENCE 23' -0' RELOCATE AND REUSE EXIST. '- PEDANT SOCKETS AS NECESSARY; REMOVE UNUSED LIGHTS, 1YP_ \ REMOVE EXIST. DOWNLIGHSS, TIP. 0 A = REMOVE EXIST. TRACK AND TRACK HEADS, TYP. ❑ LA A — A 7 A F RELOCATE EXIT LIGHT I! O DEMOLITION- RCP /4 " -1' 0„ EXISTING SHOE FIXTUREA EXISTING FIT ROOMS EXISTING WALL PARTITIONS, WALL FINISHES, DOORS, CASHWRAP, HOT ROLLED STL FLOOR PLATES TO REMAIN IN SALES AREA REMOVE EXIST. OSB FLOORING RELOCATE TS POST EMOLISH WELDED WIRE MESH IN DISPLAY RELOCATE DISPLAY LIGHTS, TYP. -- REMOVE EXIST. SF SIGN RELOCATE SIGN BOX WITH NEW SF SIGNAGE FRAME RELOCATE TS POSTS, TS HEADER AND ROLLING GRILLE TO NEW LOCATION, SEE SHT A2 DEMOLISH WELDED WIRE MESH IN DISPLAY ' RELOCATE DISPLAY LIGHTS, GENERAL DEMOLITION NOTES 1. COORDINATE ALL REQUIRED CORE BORING OR TRENCHING IN EXISTING SLAB LANDLORD. A 2. BARRICADE BETWEEN TENANT SPACE AND MALL BY LANDLORD AT GC'S EXPENSE 3. (NOT USED) 4. MAINTAIN ACCESS TO EXISTING PLUMBING CLEAN -OUTS. VE Y EXISTING LOCATIONS. 5. REMOVE PER PLAN ANY EXISTING FLOOR FINISH FROM EXISTING CONCRETE SLAB IN ALL AREAS AND PREPARE SLAB FOR SPECIFIED PAINT FINISH. 6. PATCH AND REPAIR CONCRETE SLAB AND DEMISING WALLS AS REQUIRED FOR PAINTING. PATCH DIVOTS AND HOLES IN CONCRETE SLAB. PROVIDE SMOOTH SURFACE AT ALL DEMiSING WALLS; CONTRACTOR TO MAINTAIN REQ'D. RATING AT DEMISING WALLS. 7. VERIFY ANY EXISTING UTILITIES & EQUIPMENT. RELOCATE EXISTING UTILITIES AS REQ'D FOR NEW WORK. 8. G.C. SHALL PAY FOR ALL REQUIRED DEMOLTION PERMIT FEES AND OBTAIN ALL APPLICABLE DEMOLITION PERMITS. 9. MAINTAIN ANY 1 -HOUR OR 2 -HOUR FIRE SEPARATION RATING AT DEMISING WALLS AND FLOOR /CEILING ASSEMBLIES IF APPLICABLE. ::;2c3oo - 07(0 EXIST. WALL TO REMAIN; REMOVE WALL FINISH ON MALL SIDE REMOVE DISPLAY WINDOWS, BACKDROP AND TS POST RELOCATE TS POST, TS HEADER AND GRILLE JAMB, '. SEE SAT A2 GC TO TRENCH /CORE EXISTING. CONCRETE SLAB - FOR INSTALLATION OF ALARM SYSTEM; COORDINATE REQUIREMENTS WITH SENSORMATIC; SEE DETAIL 4/A6.2; COORDINATE- CONCRETE CUTTING WITH MALL MANAGEMENT - LEASELINE RELOCATE 1S POST, TS HEADER AND GRILLE JAMB, SEE SHT A2 REMOVE DISPLAY WINDOWS, BACKDROP AND TS POST'.. EXIST. WALL TO REMAIN; REMOVE WALL FINISH ON MALL SIDE O DEMOLITION- FLOOR PLAN 1 /4 " =1' -0" NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fox (206) 621 -2305 Sheet Title Approved By Sheet Number RECEIST?S CITY OF 1Un)'HTL;A PERMIT CENTER 3146 STORE #2109 R MST ARCH DENNIS C. O SYTH STATE OF t ';GTON PERMIT / BID SET g\ LANDLORD COMMENTS 2L22/00 ADDENDUM #1 2/1/00 BID SET 1125100 PERMIT SET 1/25/00 LANDLORD SET 1/2510 LANDLORD PRELIMINARY 1/00 Haber Dote By Disruption of Revisions DEMOLITION PLAN Selo 1/4" = 1' -0" DAAiyed NBBJ Dote 1/4/00 Dr.'"' JCL Checked GAR Job Nreber 41048.15 1 O ii' -0 x 11' -8 3 MALL ENTRY/ (F1DNN PER MANU.) ALUMINUM ALUMINUM - EXIST. ROLLING GRILLE; FIELD VERIFY EXISTING SIZE RELOCATE AT STOREFRONT F.O.I.C. 3' -0" x 7 -i x 1 3/4 _ _ SALES TO CORRIDOR NONE AT TIME OF CONSTRUCTION C.C. TO PROVIDE HOLLOW METAL - EXISTING TO REMAIN O 3' -0" x 7 -0- x 1 3/4- 1 REAR CUT/ PASSAGE LOCKSET W/ ALARM H.M. - Pi (PA SIDE) TO MATCH (MALL SIDE N.M. rP SAGE SIDE) CH M. -TO MATCH ;G (MALL S1 4/A7.1 EXISTING TO REMAIN V 3' -0" x 7"-0 x 1 3/4 I PASSAGEWAY TO STOCK/ STORERM LOCKSET W /CLOSER H.M. - PT N.M. - Pt 4/07.1 EXISTING TO REMAIN 5 NOT USED - - - - - EXISTING TO REMAIN V 3' -C X6'_0 - X 1 3 /4 2 RC ROT ROOM/ DEADBOLT AND DOOR PULL SOLID CORE/ H.R. STEEL OSB/H.R. STL 5/07.1 EXISTING TO REMAIN 2' -6 X 6' -0" X I 3/4" 2 FIT ROOM/ DEADBOLT AND DOOR PULL SOLID CORE/ '. -R. STEEL OSB/H.R. STL 5/07.1 EXISTING TO REMAIN I 2' -6 X 6' -0 X 1 3/` 2 FIT ROOM/ DEADBOLT AND DOOR PULL SOLID CORE/ H.R. STEEL SUB/H.R. STL 5/07.1 EXISTING TO REMAIN x--x Y- 6'X6'-0 - X 1 3/4- 2 FIT ROOM/ QEADBOLT AND DOOR PULL SOLID CORE/ H.R. STEEL 05B/H.R. SR 5/A7.1 EXISTING TO REMAIN 64 BASE F.O.I.C. METAL MANUFACTURER 16 GA HOT ROLLED 5T1; BENT SHAPE NATURAL MILL FINISH; SEALED 3/8"" FLANGE REFER TO DETAIL (STOREFRONT BASE) AI G.C. TO COORDINATE QUANTITY Millar W/ METAL FABRICATOR BASE F.O.I.C. 4 "x4" TS FRAME; NATURAL MILL FINISH, SEALED REFER TO DETAIL Alla 0 ® SUSPENDED METAL CEILING 6X6 WELDED HIRE MESH TO MATCH EXISTING PANELS PER REFLECTED CEILING PLAN EXISTING CEILING ID SALES TO REMAIN; NEW CEILING OVER DISPLAY POP -OUT CLii HONEYCOMB PANEL TEL - 212.620.0515 PANELITE, LLC 4'x8'X3/4" LITECORE. 3/8" HONEYCOMB CELL CLEAR CEILING PANELS ABOVE CASHWRAP ONLY 0 1 PAINT/EXIST. - - EXISTING TO REMAIN P - _PAINT _ _._ _._ -. DEVOE '.. #2V5B CALEDONIA; - ._ -.. SEMI -GLOSS FINISH. __ ` - . -.. .. ` -' SOFFIT ID SALES SIDE OF ENTRY -.. -.. - 4111 PAINT SHERWIN WILLIAMS - ... ..� SILVER -BRITE ALUMINUM 1359511 OVER EXISITNG FLOOR PAINT UNDERSIDE OF DECK, TRUSSES, BEAMS, EQUIP. @ EXPOSED • CEILING AREAS PAINT IC AFRICAN TULIP 30YR 25/463 SEMI -GLOSS FINISH STOREFRONT SALVAGED VANDOW FRAME PAINT ICI CADET BLUE 1068 13/250 SEMI -GLOSS FINISH STOREFRONT SALVAGED WINDOW FRAME -' M1 HOT ROLLED STEEL PANELS/ EXISTING - - �' �- `- -' EXISTING TO REMAIN M2 HOT ROLLED STEEL PANELS/ EXISTING - - ERRING TO REMAIN M4 WOVEN.. VARE STEEL MESH MCNICHOLS OR. EQUAL ',BY G.C. NATURAL MILL FINISH; CLEANED & DEGREASED SEALED 101 SOUARE; INTERCRIMP SECURITY SCREEN BEHIND ROLUNG GRILLE; PROTECTION SCREEN ABOVE DISPLAY POP -OUT; DISPLAY WINDOW PANEL MS STEEL PAN M6 STEEL DRUM F. 0I.C. COLOR PER ARCHITECT DIRECTION; UNROLLED AND FLATTENED ■ EXISTING WALL PANELS TO REMAIN; NEW PANELS ON STOREFRONT, GC TO.000RD. QUANTITIES W/ MP FABRICATOR FINISH SCHEDULE TYPE MATERIAL MANUFACTURER EXISTING CORRIDOR EXISTING STOCK AREA SPECIFICATION NOTE: 1. - ALL FINISHES TO,BE. CLASS III (OR- :CLASS - C) OR BETTER (FLAME SPREAD RATING OF _200 ,OR LESS) 2. ADHERE METAL PANELS TO OWB W/ 3M V.H.B. DOUBLE`SIDED FOAM TAPE AND ONE MECHANICAL ,_'_! FASTENER PER PANEL (SEE ELEVATIONS) 3. GC TO FAMILIARIZE WITH MATERIAL SAFETY DATA SHEET WHEN APPLYING NEW PAINT -. REMARKS DOOR AND RELITE SCHEDULE NO. W. FLUSH H. DOOR TYPES TH. DOOR LOCATION/ TYPE HARDWARE TYPE DOOR FRAME MAT'L FIN. MAT'L FIN. DETAIL REMARKS NOTE: ALL DOOR HARDWARE TO MEET T A.D.A. GUIDELINES; LEVER HANDLES REQUIRED MOUNT ENTRANCE HARDWARE AT 4' AFF (48 MAX), .,BP NOTE: FITTING ROOM HARDWARE: DEAD BOLT: SCF9AGE 6160 SINGLE, CYLINDER DEAD BOLT, DULL CHROME FINISH (626) DOOR PULL McMASTER -CARR #1402A11, CAST ALUMINUM W/ DULL ALUM. FINISH ROLLER CATCH: IVES 13478 X US26D /MLL FIT ROOM LOCKS KEYED ALIKE; DOORS AND TRIM SUPPLIED BY CWDC SPLASH PAINT TO MATCH SIMILAR PAINT PATTERN OVER SALES FLOOR, TYP. SEAL ALL EXISTING AND NEW FLOOR FINISHES PAINTED CONCRETE SPLASH PAINT OVER I NEWLY PATCHED I FLOOR SLAB bz oco 0 7(40 '.i 2' -0 POP OUT BARREL METAL, ANCHOR DIRECTLY TO WALL 4"x4" WINDOW FRAME LEASELINE SALVAGED WINDOW FRAME ELECTRONIC SURVEILLANCE SYSTEM BY SENSORMATC, FOIC; GC TO VERIFY INSTALLATION REO'MTS W/ SENSORMATIC; REFER TO DETAIL 4 "x4" VANDOW FRAME STOREFRONT SIGNAGE. GLASS FRAME STOREFRONT SIGNAGE LETTER NEW MALL TILE HOT ROLLED STL TRANSITION STRIP, F.O.I.C.; FOR SMOOTH TRANSITION FROM LANDLORD'S FLOORING TO CONCRETE. SLAB SIDNAGE BOX RELOCATE EXIST. ROLLING GRILLE BARREL METAL, ANCHOR DIRECTLY TO WALL CANr L . PATCH FLOOR (D EXIST. STOREFRONT POP -OUTS TO BE REMOVED TO MATCH EXIST. MALL TILE NBBJ 111 South Jackson Street Seattle, Washington 98104 12061 223 -5555 Fax 12061 621 -2305 Sheet Nmber RECENED CITY OF TUTA ILA PERMIT CENTER STORE #2109 • LANDLORD COMMENTS 2/22/00 ADDENDUM #1 2/1/00 BID SET 3125/00 PERMIT SET (/25/00 LANDLORD SET _ _ LANDLORD PRELIMINARY 1/4/00 Number Date By Desoption of Revision PERMIT / BID SET Sleet Title FLOOR PLAN SCHEDULES &de 1/4" = 1' -0" Desiged JKM Dote 1/4/00 Approved By awn JCL Checked GAR 0 NrYber 41048.15 H) CEILING OSREMAWARD �EOSTINGEXI ' FT " ' FT "" "FACE MOUNT LIIHONIA WA240, 32 WATT LAMP 32 1 MrW 8' -0" EXIST_ TO REMAIN I I D STANDARD INDUSTRIAL 1x4, CHAIN SUSPENDED LITHONIA L240 , 32 WATT LAMP 32 2 Wilts 10' -0" - EXIST. TO REMAIN I" r I h WALL MOUNT SOCKET P ER CONTRACTOR PI SOCKET UN SURFACE MTD J-BOX (V CIRCALUIIE FLOUR LAMP) 22 a WHITE PORCELAIN 6' -8" U.N.O. ON ELEVATION EXIST. TO REMAIN ® EXIT LIGHT PER CONTRACTOR REUSE EXISTING IF POSSIBLE 20 _ 11 ", -3" �,,. 18_0° EXIST. TO REMAIN E WALL MOUNT SOCKET PER CONTRACTOR PORCELAIN SOCKET ON SURFACE MID J-XOX J-BOX (W/OLVERBALL CLEAR A -LAMP 30W) 36 y WHITE PORCELAIN PER ELEVATIONS EXIST. TO REMAIN 0 PENDANT SOCKET PER CONTRACTOR SOCKET ON EXTENT RD (W/VARIED CLEAR A- I.nre+S EASE.) IO WEE PORCELAIN VARIES, BETWEEN - 9' -6 EXIST. TO REMAIN REMOVE UNUSED ONES /I v`f TV. MONITOR F.O.I.C. • TV BRACKET MOUNTED TO UNISTRUT NI SI 9.-0* RELOCATE JUST BELOW HONEYCOMB PANEL SP STEREO SPEAKER, F.O.LC. UiAN MTD FROM GRID ® 310' -0 AFF EXIST. TO REMAIN H) CEILING OSREMAWARD �EOSTINGEXI LIGHT TRACK; PENDANT MTD JINO, F.O.I.C. LINE VOLTAGE TRACK SYSTEM ii -- , - , -------- : O i :. :. :. :. :. :. :.: 120 FT Buck I1'_1" NEW TRACK 10 D TRACK LIGHT JUNO, F.O.LC. JUNO V689 75W PAR 30 75 NO BLACK TO' -7" NEW TRACK HEADS LONG STEM MONOPOINT; MR -16 ALFA F.O.I.C. ALFA 99736 -75 75 4 1ETALUC 8' -6" NEW DISPLAY LIGHT ° FLOIRESCENT DOWNUGI -T; CHAIN SUSPENDED ',.,. JUNO, F.O.I.C. JLNO CV87126/320- 237C -NH ■ . 32 20 F. F_ CLEAR REFLECTOR 11 ", -3" �,,. NEW LIGHT it METAL HAUDE DOWNUGHT; CHAIN SUSPENDED ,UNO, F.A I.C. JINX M8- ,100- AWOOC- WH/H826 100 36 FACTORY FMRTSA 11' -3" @'$ALES 11" -9" ABOVE CASHWRAP NEW LIGHT H) CEILING OSREMAWARD �EOSTINGEXI EXIST, GWB AT 8' - A.F.F., U.N.O ■ ■ ■ ■ ■■ ■■■ ■■■ NEW. 6" X 6" SUSPENDED WELDED WIRE MESH M 11' -0" AT DISPLAY; SALES TO REMAIN ii -- , - , -------- : O i :. :. :. :. :. :. :.: NEW 4'X4'. HONEYCOMB PANEL ®11 -6" A. F.F. ABOVE CASHWRON AP T -FRAME H) CEILING OSREMAWARD �EOSTINGEXI LIGHT 1 3 1 4 � I I I Y ' / 6 7 H Y. PAr _L 8: Q ! 1 1 10 11 SOCKET, , WAUR 12 13 0 A `3 W RE 4 MESH 15 A3 I. I_- 16 U 17 18 141111101. .1■1111.111MIIIWIWIW■MIW-.•••1111■111=1111111111111111.-t-i■Cil it �� - O • - - rD D o gigiff o ° T - -- -- LJ: - - _ - - ■ I _ • 1 • ' ' • - _ / ■ :q • NI SI - i. i- .. -_ - O _ - -�- , r _,_ - ' I - -�-- 110. - - -WEE - - I I ..! -. ..�j . : - - : e _ - ' �.. - _ - •= } kit Vaitaist - , - - I IY® � I" 1 X • � 1•'1 i .{ 7 '�,A • J ` .. ' ;.-. �_1 r . . - ~ !e' II ■ ,ii 1 1 I B NI CE Ill 8 0 _ . _ 0 9 -�_ i t LI 1 ,I I _r t-- • _ i + i r—': ; _ �_ t .--- _ ._ t I .. ',,� : - 1 - T � ' ■ r l r ' -- I i - <E ge e■•. III 1 r -1- � - j - ' I I I EXISTING LIGHTING FIXTURES - } -i-S ._ -O t TYP - H : T . . _ -;-i4- 0. MEW ;\� _ --- EXISTMt _, : .- LDED WIRE -M — q :EMA O Q.. -- j .- ;- - ' --I II _ i I - --r, _ ��- -I-, yt - tk'-( FTYP _ N '+- ! T _I_ 4-1;#1 J i__f { y; :: :.- 1 .1 1 111 1 . ao . ; - ❑ :. _ ! :.. r P __ j ■■■ ■■ MN i_ .-/Ltd , - ■ C •. — II ! O ! - - T ` T -t-i■ ! -'-- -� ... Ttl I !" r ti�� ..X1 �= - - 91= ep=.* r ; GC FO 26 cu NOTE: FOR ADDITIONAL CLARIFICATION, SEE ISOMETRIC DIAGRAM 1/A7.1 ® PENDANT SOCKET LIGHT DETAIL 1 :_1._0„ ® TRACK SUPPORT @ SALES 3 -0" WIRE TIES TO ROOF STRUCTURE ABOVE n■n■mimm ■■■■■■■hII SUSPENDED CEILING GRID SEE REFLECTED CEILING PLAN FOR CONFIG. MAIN TEE: DX 26 HEAVY DUTY CROSS TEE: DX424 LIGHT TRACK WHERE OCCURS SEE REFLECTED CEILING PLAN SUSPENDED 4'X4' HONEYCOMB PANEL SEE SPECIFICATIONS ® TRACK SUPPORT @ CASHWRAP 3"=1'-0" SUSPENSION ® CEILING 6 „ _1' - 0„ r ” EMT ,Q"6MPRESSION STRUT 12- O.C. EA WAY 12 CA HANGER WIRE; SECURE TO STRUCTURE ABOVE 12 GA WIRE DIAGONAL BRACING AT 12' -0" O.0 4 -WAY; LOCATE TO COINCIDE W/ COMPRESSION STRUTS; ATTACH TO STRUCTURAL GB_ ONLY RIGID CONDUIT HANGER CABLES J -BOX MID. 12' -0" A.F.F. WELDED WIRE MESH CEILING M 11' -U" A.F.F. PENDANT SOCKET LIGHT FIXTURES SUSPENDED VARYING HEIGHTS 8' -0" TO TO 9' -6 A.F.F. FIXTURES TO BE PLUGGED INTO GALVANIZED 4 -PLEX 3 -4 FIXTURES PER 4 -PLEX NOTE: GENERAL ASSEMBLY OF CORD AND SOCKET SET W/ CABLE HOOK CLAMP AND HANGER, ALL COMPONENTS ARE UL APPROVED 1/2 GALVANIZED DIA THREADED ROD TO UNISTRUT CHANNEL SPANNING BETWEEN EXISTING MALL STRUCTURE UNISTRUT CHANNEL P1000 PREGALVANIZED FINISH BY E.C. LIGHT TRACK PER SCHEDULE WELDED WIRE MESH DONN DX SUSPENDED WELDED WIRE MESH MAIN RUNNERS ONLY AT 4' -0" O.C.; ORIENT TO RUN — FROM SIDE DEMISING WALL TO OPPOSITE SIDE; GALVANIZED FINISH, TYP 1 "x1" SPACER BAR TO REMAIN 8' -0" 0 . RANDOM OCATIONS 64 WELDED MIRE '..MESH, 7'x20' SHEETS; RUN PERPENDICULAR TO SUSPENDED WELDED. WIRE MESH; TIE TO GRID W/ 12 GA WIRE AT 24" O.C., TYP; GRID PANELS TO BE SPLICED AT (3) LOCATIONS ALONG EACH EDGE TO ADJ. SHEETS WITH (6) WRAPS OF ID CA ANNEALED WIRE BOTTOM OF SUSPENDED DOWNLIGHTS, TYP. DETAIL 43) SYMBOL EXISTING LIGHT FIXTURE SCHEDULE (ELEMENTS TO REMAIN) SYMBOL SYMBOL NEW LIGHT FIXTURE SCHEDULE CEILING MATERIAL SCHEDULE FIXTURE FIXTURE DESCRIPTION EXIST. LIGHT FIXTURES IN FIT ROOMS, TYP. MFR MAX SPECIFICATION SPECIFICATION WATTAGE QUANTITY FINISH WATTAGE °GANTIN DASH • /1 /1(1— fe\1( n HEIGHT A.F.F. HOGBT ARE RELOCATE EXIST- TV MONITOR UNDERNEATH HONEYCOMB PANEL CUT -OUT CUT HONEYCOMB PANEL FOR TV BRACKETS '\ THROUGH JUST BELOW CEILING PANEL ii n REMARKS REMARKS NOTES 4. ALL DOWN LIGHTS TO BE CENTERED OVER OPENINGS IN WIRE CEIUNG GRID 5. ALL CAN LIGHTING TO BE SUSPENDED FROM CEILING AT 11' -3" A.F.F. PENDANT SOCKETS WILL BE SUSPENDED BELOW CEILING GRID AT R:, a e„ HEIGHTS NOT LESS THA 6. CEILING MID 4 -PLEX AND J -BOX MTD ON UNISTRUT _SUPPORT 7 ALL TRUSSES, BEAMS, DECK, D EQUIPMENT AT EXPOSED CEILING AREAS TO RECEIVE SEE FINISH SCHEDULE ..5HT. A2 8. DIkEFFsiON$ ATE TO FACE OF FINISH WALL, CENTER OF STEEL, OR CENTER OF FIXTURE, UNLESS NOTED OTHERWISE EXIST. ANGLE SPEAKER REFER TO ELECTRICAL SHEETS TO COORDINATE ALL LIGHTING FIXTURE REQUIREMENTS. CENTER EMT LIGHTS ON THEIR CORRESPONDING DOORS. CENTER SUSPENDED CEILING GRID BETWEEN OPPOSING WALLS AS SHOWN. 4"x4" OUTRIGGER LEASEUNE NEW WELDED WIRE MESH IN DISPLAY, ATTACHED TO EXISTING 1 1/2"x' 1/2 STL ANGLE TO SUPPORT HR STL PLATE; ATTACHED TO STL ANGLES I AND DISPLAY WINDOW FRAME AT ENDS 111 H0T ROLLED STL'' PLATE ABOVE DISPLAY WINDOW, ATTACHED TO SO. ANGLES 2 1/2 "x 3 1/2" STL ANGLE ATTACHED TO TS POSTS AT. ENDS WINDOW DETAIL 1/2"=-1'-0" & REFLECTED CEILING PLAN 1 1/4 -0" W ANCHOR POINT FOR OWER- CURTAIN -LIKE CKDROP, TYP. W WELDED WIRE MESH !LING IN DISPLAY LOATE AND REUSE ISO. EXIT SIGN W STOREFRONT SIGNAGE srole AS NOTED TIERS D4419.4 JKM Dote 1/4/00 :W TRACK, TYP. Approved By USE EXIST. TRACK ADS AS NECESSARY; TO VERIFY LIGHT Tl1RE CONDITIONS ROUND CONVEX TIER RESISTENT GLASS SECURITY MIRROR NBBJ 111 South Jackson Street Seattle, Washington 98104 (2061 223 -5555 Fax (206) 621 -2305 Sheet Number RECEIVED CITY OF TUKWILA PERMIT CE ER APP" "' BAR 2 206 STORE #2109 • PERMIT / BID SET LANDLORD COMMENTS 2/22/00 Q ADDENDUM #1 2/1/00 __ 1 25 00 BD SE T PERMIT SET 1/25/00 LANDLORD SET 1/25/00 LANDLORD PRELIMINARY 1/4/00 Weber Dale By DeuripIian of Revision Sleet Tab LOCATE /REUSE EXISTING -- --- - - - --- ;HT FIXTURES IN REFLECTECEILING -. - _ - PLAY PLAN LIGHT FIXTURE SCHEDULE_ IT' JCL C GAR JAb 14.eebee 41048.15 Q W m � WWo) J F - I � Z c, O WO E O U) le Cl) a cv) )— u 044 c43 EXIST. STRUCTURE; — FIELD VERIFY LOCATION WELDED WIRE MESH 11' -0" A.F.F. 1/8" CLEAR VINYL COATED AIRCRAFTED CABLE; REFER TO DETAIL 2/A7 MS XIST. EXPANDED MIL METALLIC DISPLAY CURTAIN HUNG ON STL RODS 4 "x4" TS POST DISPLAY FIXTURE, FOIC; GC TO SECURE TO FLOORING FIXTURE PLAN 1/4 " =1' -0 3' METAL CHANNEL BEYOND IS 4X4X3/15' HEADER TO RUN BETWEEN VERT. TS POSTS. WELD AT EACH CONNECTION AFF. STOREFRONT MAX. FIT. MECHANICAL FASTENE — EXIST. BASE 0 INTERIOR ELEVTAION 1/2 " =1' -0" PS TO U/S OF STRUCTURE UMSTRUT GRILLAGE Y FLAT BAR 1 -1 /2'X 1 -1/2 ANGLE (4) SIDES; WELD TO POST FOR SECURITY SCREEN DETAIL SEE 2 /A6 EAST. BASE ARREL METAL EXISTING SHOE FIXTURE XISTING FIT EXISTING SHELF STANDARDS, TYP. zz —EXISTING SHELF STANDARDS, TYP. CANCELLED rb2Doo-O H BARREL METAL ON STOREFRONT ETALLIC FABRIC CURTAIN HUNG ON 5TL ROD W/' SHOWER RINGS GNAGE LETTERS ABOVE BARREL METAL ON STOREFRONT NBBJ 111 South Jackson Street Seattle, Washington 98104 12061 223 -5555 Fax (2061 621 -2305 Thee) Title Sale AS NOTED Deslyed JKM Dote 1/4/00 Approved By Sheet Number DLAEiVED CITY OF TUKWILA PERMIT CENTER FC0SYTH 0 TON STORE *2109 PERMIT /BID SET — A — LANDLORD COMMENTS 2/22/00 ADDENDUM #1 2/1/00 BID SET 1]25/00 PERMIT SET 1/25/00 LANDLORD SET 1/25/00 LANDLORD PRELIMINARY_ 1/4/00_ Ntr ber Dole By - Descrptian of Revisims FIXTURE PLAN INTERIOR ELEVATION Dfc.. JCL Ched:ed GAR Job', Nmber 41048.15 ABOVE 1 1/2 "x1 1/2"x1/4" H R STL ANGLE ABOVE FACE 0 TS POST FIELD WELD, CONT. — LEASELINE WINDOW MUNTIN 4 "x4" TS FRAME BEYOND WOOD IMNDOW FRAME; MECH. FASTENED TO STL ANGLE AT 6" MIN. 1- 1/2 "x1 -1/2 "x3/16" HR STL ANGLE 1" HR STL BAR METAL PLATE PER ELEVATION EXISTING MALL MIRRORED AREA 3" .. TAL CANNEL 1 1/2" HOT ROLLED SR BAR T 1 /2"x 1 1/2" HOT ROLLED, STEEL ANGLE EXISTING MALL NEUTRAL PIER - I--- I– I-- I– I –I –I – – 11' -9" STOREFRONT AND POP –OUT HE BARREL MIL PANELS ANCHOR DIRECTLY TO WALL BARREL MTL/ ® WOVEN WIRE MESH IN T– 1/2 "X1-1/2" STL ANGLE FRAME MECHANICALLY FASTENED TO TS FRAME`, MS WOVEN WIRE MESH IN 1 1/2X1 -1/2" STE ANGLE: FRAME MECHANICALLY FASTENED TO TS FRAME, ABOVE' SIM. EXIST. NEUTRAL PIER EXIST. WALL W/ NEW BARREL MTL FINISH STORE SIDE STORE SIDE MALL SIDE 3' I.ti- SET BACK 1/2 FROM F.O. MALL BLIOTD SECURITY SCREEN WEVEN WINE PANE_ PIIEDRIE OUTRIG(R FOR- INKING AND RN PRIER TO SIGN 011111 TS OOTRML B T" FIAT BAR MECHANICALLY FASTEN TO ANGLES WINDOW MUNTIN TYP. 6" = 1 ' - 0' SIGNAGE HEADER DETAIL BIDDING SHOULD ALLOW 13,500 FOR STOREFRONT SALVAGED WINDOWS (INCLUDING GLAZING, PAINTING) AND DISPLAY BACKDROP CURTAINS TO BE SELECTED NTH ARCHITECT PRIOR TO CONSTRUCTION L B A6 FIELD WELD, CONT. —TS BASE BEYOND 5' -10" SA It ASTED WIRE GLASS, TYP. INTERNALLY ILLUMINATED SIGN FRAME BY METAL FABRICATOR: FLAME –CUT STL. LETTERS HELD OFF FACE OF WINDOW WITH 1/4" STL. RODS. SANDBLASTED GL. NEON TUBES TOP & BOTTOM IN METAL SIGN PAN 4 "x4 "x3/16" TS POST ALUMINUM GRILLE JAMB 1 1/2" HOT ROLLED STL BAR 1 1 /2 "x 1 1/2" HR ROLLED STEEL ANGLE BARREL MTL PANEL M6 ANCHOR DIRECTLY TO WALL SAFETY GLASS, TYP. M6 BARREL MTL. PANEL IN 1 1/2 "X1 1/2" 5Th. ANGLE FRAME MECH. FASTENED TO ES. FRAME O STOREFRONT ELEVATION 1/2' = 1 —0` I EXIST. WALL I III W/ NEW BARREL MR FINISH CL EXIST. NEUTRAL PIER EQ. FACE OF TS POST RI SYSTEM BY SENSORMATIC O STOREFRONT PLAN — 1 11' -0" — LEASELINE EXISTING GLASS WOOD WINDOW FRAME; MECH. FASTENED TO STL ANGLE AT 6" MIN. 1 1/2 "x1 - "x3/16" HR STL ANGLE 4 "x4" TS FRAME BEYOND O WINDOW CONNECTION 3 0" --- LEASELINE WOOD WINDOW FRAME: FASTENED TO STL ANGL AT 6" INTERVAL 1 1/2 "x1 -1/2 "x3/16" HR STL ANGLE 4 "x4 "x3/16" TS BASE –MALL TILE; EXTEND TO BASE AS SHOWN STEEL PLATE BEYOND; ANCHORED TO FLOOR SLAB DISPLAY WINDOW BASE TS HEADER 0 HR LC. STL TRANSITION STRIP, F.O. LINE OF TS HEADER ABOVE LINE OF ROLLING GRILLE COIL ABOVE LETTER SIGN ABOVE LEASELINE FACE OF 24' -0" TS POST SI 9' -5 ALL EXPOSED STEEL TO BE SEALED Alk LINE OF TS FRAME ABOVE 2 I/2'x3 1/2"x1/4" HR ST ANGLE ABOVE 0 WINDOW CONNECTION 3" = 1' -0" —TS BASE BEYOND EXPANDED METAL/ BARREL META PER ELEVATION; ATTACHED TO S BAR AND STL ANGLE " HR STL BAR 1 1/2 "x1 -1/2 "x3/16" HR STL ANGLE 4 x4 "x3/16" TS BASE MALL TILE; EXTEND TO BASE AS. SHOWN STEEL PLATE BEYOND; ANCHORED TO FLOOR SLAB DISPLAY WINDOW BASE NOTE: STEEL TRANSITION STRIP MUST BE FLUSH 111TH MALL TILE 5/8 TYPE X CNN • STL DRUM , PANEL; ANCHOR DIRECTLY TO WAil HEM AT EDGE. TYP. BREAKFORMED HR 57L PLATE ALL SIDE BIK"G AS READ C) 12 GA HOT RTAAAB STE BASE; BENT SHAPE AS SHOWN; GLUE TO CHANNEL CAULK AS REQUIRED EXTEND MALL TILE TO WALL BASE AS SHOWN NEW WALL CONSTRUCTION ® BARREL BASE @ STOREFRONT 6" = 1' -0" TUBE STL POST BEYOND ROLLING GRILLE TRACK AT TS POST 16 GA HOT ROLLED STET TRANSITION PANEL HEM AT END, F.O.1.C. MALL SIDE ATTACH HR STE TO BUM W/ COUNTERSUNK FASTENERS AT 24" O.C. PROVIDE' MR. BLOCKING AS REO'D; ATTACH TO CONC. SLAB W/ COUNTERSUNK EXPANSION BOLTS MALL TILE; EXTEND TO CLOSURE LINE AS REO'D EASING CONCRETE SLAB NOTE: METAL FABRICATOR TO PROVIDE 3/16" DIAM. HOLES AT 24 O.C. FOR FASTENERS; G.C. TO COORDINATE WELD DIMS W/ FAB'R ENTRY TRANSITION STRIP �l_IJ S TG J –B'.eX ON SOFFIT PANT SRTTf P8 r1n_ = 1' -0" CANCELLED WWAI ,91SPENDED AT Ii –0 A.F.F. PANNERL BEHIS D ROWNG GRILLE EXIST. MIRROR BAND TO REMAIN PATCH AND REPAIR AS REQUIRED 3" METAL CHANNEL FLAME -CUT 5Th SIGN LETTER AT EACH END OF STL ANGLE FRAME, WELD 2 "x3"x3/T6" TS OUTRIGGER TO TS HEADER FOR SIGN SUPPORT 1 "x2" WINDOW FRAME alt --RISING STRUCTURE — EXISTING MALL BULKHEAD EXISTING MIRROR BAND Ti REM -- EXISTING STRUCTURE P1000 UNISTRUT ATTACHED TO EXISTING' BEAM EXISTIN SOFFIT "x4" TS FRAME BEYOND SAFETY GLASS BEYOND LEASE POP–OUT LINE EASE ONE 4x4 TS POST/ TRACK JAMB EXPANDED METAL BEYOND STE BASE PLATE STOREFRONT SECTION 1 ' " . BOTTOM EX SOFFIT A.F.F 11' -9" .F. STOREFRONT POP –OAT A.F HT. 2"x3 "x3/16" T5 OUTRIGGER CONSTRUCT OUTRIGGERS AS SHOWN TO DROP 0.0. SIGN TO 11' -6" A.F.F 1 / 4 " ST ROD WELDED TO WINDOW FRAME AT EACH END OF WINDOW FRAME WELD 2'x3 ° x3 16 TS OUTRIGGER TO TS HEADER FOR SIGN SUPPORT REUSE EXIST. METAL SIGN BOX ENCLOSURE W/ NEON TUBE INTERNAL SIGN ILLUMINATION VIA TIMECLOCK I - - FLAME –CUT STEEL SIGN LETTERS, F.O.I.C.; WELDED TO STL ROD SANDBLASTED WIRE GLASS 1 "z2 WINDOW FRAME SIGN BOX FLANGE ATTACHED. TO WINDOW FRAME NOTE: SIGN FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECT'S & LANDLORD'S'. APPROVAL PRIOR TO FABRICATION; ALL STOREFRONT SIGNS ARE. FDIC, ONO. MALL CORRIDOR GENERAL NOTES: 1. GENERAL CONTRACTOR TO FINISH ALL EXPOSED STOREFRONT EDGES WITH CARE. ALL EDGES OF GOB AT STOREFRONT SHOULD BE SMOOTHED AND FINISHED TO MATCH ADJACENT FINISHES. GENERAL CONTRACTOR TO PATCH, REPAIR &- REFINISH ALL MALL - SURFACES SURROUNDING STOREFRONT NTH MALL MATCH FINISHES AS NEEDED. NOTIFY ARCHITECT OF ANY UNUSUAL EDGE CONDITIONS THAT NEED SPECIAL ATTENTION. 2. STOREFRONT TO BE FLOOR SUPPORTED INDEPENDENT OF MALL STRUCTURE 3. UNDER NO CIRCUMSTANCES SHALL ANY POWER ACTUATED OR RAMSETBNG DENCES BE USED TO FASTEN STOREFRONT COMPONENTS TO MALL FLOOR. "x4" TS FRAME ' STOREFRONT SECTION -- EXISTING MALL BULKHEAD EXISTING. MIRROR BAND TO REMAIN 2 1/2 "x3 1 /2"x1 /4 STL ANGLE HOT ROLLED STL PLATE 1 1/4' x 1/2" FLAT BAR, TYP. 4 "x4" TS FRAME STL ROD HUNG FROM OUTRIGGER ABOVE SHOWER RINGS METALLIC FABRIC CURTAIN HUNG ON STL ROD W/ SHOWER RINGS SAFETY GLASS - -MAX POP –OUT LINE LEASE. LINE ---4 "x$ TS FRAME BEYOND 1 1/2 "z1 1/2" STL ANGLE SECURE DISPLAY TRUCK STL PLATE BASE CITV OFT �`NF IOU aPPRO MAR 2 7 2p00 NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (2061 621 -2305 Z � 1 ,A LANDLORD COMMENTS 22122 /00 ADDENDUM #1 2/1/00 BID SET 1/25J00 PERMIT SET 1/25/00 LANDLORD SET 1/25120 LANDLORD PRELIMINARY 1/4/00 Wilber er Dote By Dear ption of Revisions Sheet Title Scde AS NOTED JKM Dore 1/4/00 Approved By Sheet Garber ft'GCG:VED CI1'0 OF TUKWILA IT CENTER 3146 NNIS C. FORS STATE CF V SIB NGTWN STORE 4t2104 PERMIT / BID SET STOREFRONT PLAN DETAILS sawn JCL Checked GAR HA NIAthet 41048.15 iii .. iiir ,I:lvl■.I�Ixr1.7.1 ! !111111 .I■ e�l�.Ti I I II At I I l IIIII I l I 1! I I.f� IIII ! -i -f � v T1 1 11 II l• . II 11 I II 1 111 11 11 II I 11 I I 1 11 ' �6�I 1 1 1 1 i 1 (IIII'') 61 r� I ' M 11 1 1 1 1 1 1 1 1 1 Q M I I I I Iri I I I I I I 1 A6 ( I It –a-15—, t:t ABOVE 1 1/2 "x1 1/2"x1/4" H R STL ANGLE ABOVE FACE 0 TS POST FIELD WELD, CONT. — LEASELINE WINDOW MUNTIN 4 "x4" TS FRAME BEYOND WOOD IMNDOW FRAME; MECH. FASTENED TO STL ANGLE AT 6" MIN. 1- 1/2 "x1 -1/2 "x3/16" HR STL ANGLE 1" HR STL BAR METAL PLATE PER ELEVATION EXISTING MALL MIRRORED AREA 3" .. TAL CANNEL 1 1/2" HOT ROLLED SR BAR T 1 /2"x 1 1/2" HOT ROLLED, STEEL ANGLE EXISTING MALL NEUTRAL PIER - I--- I– I-- I– I –I –I – – 11' -9" STOREFRONT AND POP –OUT HE BARREL MIL PANELS ANCHOR DIRECTLY TO WALL BARREL MTL/ ® WOVEN WIRE MESH IN T– 1/2 "X1-1/2" STL ANGLE FRAME MECHANICALLY FASTENED TO TS FRAME`, MS WOVEN WIRE MESH IN 1 1/2X1 -1/2" STE ANGLE: FRAME MECHANICALLY FASTENED TO TS FRAME, ABOVE' SIM. EXIST. NEUTRAL PIER EXIST. WALL W/ NEW BARREL MTL FINISH STORE SIDE STORE SIDE MALL SIDE 3' I.ti- SET BACK 1/2 FROM F.O. MALL BLIOTD SECURITY SCREEN WEVEN WINE PANE_ PIIEDRIE OUTRIG(R FOR- INKING AND RN PRIER TO SIGN 011111 TS OOTRML B T" FIAT BAR MECHANICALLY FASTEN TO ANGLES WINDOW MUNTIN TYP. 6" = 1 ' - 0' SIGNAGE HEADER DETAIL BIDDING SHOULD ALLOW 13,500 FOR STOREFRONT SALVAGED WINDOWS (INCLUDING GLAZING, PAINTING) AND DISPLAY BACKDROP CURTAINS TO BE SELECTED NTH ARCHITECT PRIOR TO CONSTRUCTION L B A6 FIELD WELD, CONT. —TS BASE BEYOND 5' -10" SA It ASTED WIRE GLASS, TYP. INTERNALLY ILLUMINATED SIGN FRAME BY METAL FABRICATOR: FLAME –CUT STL. LETTERS HELD OFF FACE OF WINDOW WITH 1/4" STL. RODS. SANDBLASTED GL. NEON TUBES TOP & BOTTOM IN METAL SIGN PAN 4 "x4 "x3/16" TS POST ALUMINUM GRILLE JAMB 1 1/2" HOT ROLLED STL BAR 1 1 /2 "x 1 1/2" HR ROLLED STEEL ANGLE BARREL MTL PANEL M6 ANCHOR DIRECTLY TO WALL SAFETY GLASS, TYP. M6 BARREL MTL. PANEL IN 1 1/2 "X1 1/2" 5Th. ANGLE FRAME MECH. FASTENED TO ES. FRAME O STOREFRONT ELEVATION 1/2' = 1 —0` I EXIST. WALL I III W/ NEW BARREL MR FINISH CL EXIST. NEUTRAL PIER EQ. FACE OF TS POST RI SYSTEM BY SENSORMATIC O STOREFRONT PLAN — 1 11' -0" — LEASELINE EXISTING GLASS WOOD WINDOW FRAME; MECH. FASTENED TO STL ANGLE AT 6" MIN. 1 1/2 "x1 - "x3/16" HR STL ANGLE 4 "x4" TS FRAME BEYOND O WINDOW CONNECTION 3 0" --- LEASELINE WOOD WINDOW FRAME: FASTENED TO STL ANGL AT 6" INTERVAL 1 1/2 "x1 -1/2 "x3/16" HR STL ANGLE 4 "x4 "x3/16" TS BASE –MALL TILE; EXTEND TO BASE AS SHOWN STEEL PLATE BEYOND; ANCHORED TO FLOOR SLAB DISPLAY WINDOW BASE TS HEADER 0 HR LC. STL TRANSITION STRIP, F.O. LINE OF TS HEADER ABOVE LINE OF ROLLING GRILLE COIL ABOVE LETTER SIGN ABOVE LEASELINE FACE OF 24' -0" TS POST SI 9' -5 ALL EXPOSED STEEL TO BE SEALED Alk LINE OF TS FRAME ABOVE 2 I/2'x3 1/2"x1/4" HR ST ANGLE ABOVE 0 WINDOW CONNECTION 3" = 1' -0" —TS BASE BEYOND EXPANDED METAL/ BARREL META PER ELEVATION; ATTACHED TO S BAR AND STL ANGLE " HR STL BAR 1 1/2 "x1 -1/2 "x3/16" HR STL ANGLE 4 x4 "x3/16" TS BASE MALL TILE; EXTEND TO BASE AS. SHOWN STEEL PLATE BEYOND; ANCHORED TO FLOOR SLAB DISPLAY WINDOW BASE NOTE: STEEL TRANSITION STRIP MUST BE FLUSH 111TH MALL TILE 5/8 TYPE X CNN • STL DRUM , PANEL; ANCHOR DIRECTLY TO WAil HEM AT EDGE. TYP. BREAKFORMED HR 57L PLATE ALL SIDE BIK"G AS READ C) 12 GA HOT RTAAAB STE BASE; BENT SHAPE AS SHOWN; GLUE TO CHANNEL CAULK AS REQUIRED EXTEND MALL TILE TO WALL BASE AS SHOWN NEW WALL CONSTRUCTION ® BARREL BASE @ STOREFRONT 6" = 1' -0" TUBE STL POST BEYOND ROLLING GRILLE TRACK AT TS POST 16 GA HOT ROLLED STET TRANSITION PANEL HEM AT END, F.O.1.C. MALL SIDE ATTACH HR STE TO BUM W/ COUNTERSUNK FASTENERS AT 24" O.C. PROVIDE' MR. BLOCKING AS REO'D; ATTACH TO CONC. SLAB W/ COUNTERSUNK EXPANSION BOLTS MALL TILE; EXTEND TO CLOSURE LINE AS REO'D EASING CONCRETE SLAB NOTE: METAL FABRICATOR TO PROVIDE 3/16" DIAM. HOLES AT 24 O.C. FOR FASTENERS; G.C. TO COORDINATE WELD DIMS W/ FAB'R ENTRY TRANSITION STRIP �l_IJ S TG J –B'.eX ON SOFFIT PANT SRTTf P8 r1n_ = 1' -0" CANCELLED WWAI ,91SPENDED AT Ii –0 A.F.F. PANNERL BEHIS D ROWNG GRILLE EXIST. MIRROR BAND TO REMAIN PATCH AND REPAIR AS REQUIRED 3" METAL CHANNEL FLAME -CUT 5Th SIGN LETTER AT EACH END OF STL ANGLE FRAME, WELD 2 "x3"x3/T6" TS OUTRIGGER TO TS HEADER FOR SIGN SUPPORT 1 "x2" WINDOW FRAME alt --RISING STRUCTURE — EXISTING MALL BULKHEAD EXISTING MIRROR BAND Ti REM -- EXISTING STRUCTURE P1000 UNISTRUT ATTACHED TO EXISTING' BEAM EXISTIN SOFFIT "x4" TS FRAME BEYOND SAFETY GLASS BEYOND LEASE POP–OUT LINE EASE ONE 4x4 TS POST/ TRACK JAMB EXPANDED METAL BEYOND STE BASE PLATE STOREFRONT SECTION 1 ' " . BOTTOM EX SOFFIT A.F.F 11' -9" .F. STOREFRONT POP –OAT A.F HT. 2"x3 "x3/16" T5 OUTRIGGER CONSTRUCT OUTRIGGERS AS SHOWN TO DROP 0.0. SIGN TO 11' -6" A.F.F 1 / 4 " ST ROD WELDED TO WINDOW FRAME AT EACH END OF WINDOW FRAME WELD 2'x3 ° x3 16 TS OUTRIGGER TO TS HEADER FOR SIGN SUPPORT REUSE EXIST. METAL SIGN BOX ENCLOSURE W/ NEON TUBE INTERNAL SIGN ILLUMINATION VIA TIMECLOCK I - - FLAME –CUT STEEL SIGN LETTERS, F.O.I.C.; WELDED TO STL ROD SANDBLASTED WIRE GLASS 1 "z2 WINDOW FRAME SIGN BOX FLANGE ATTACHED. TO WINDOW FRAME NOTE: SIGN FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR ARCHITECT'S & LANDLORD'S'. APPROVAL PRIOR TO FABRICATION; ALL STOREFRONT SIGNS ARE. FDIC, ONO. MALL CORRIDOR GENERAL NOTES: 1. GENERAL CONTRACTOR TO FINISH ALL EXPOSED STOREFRONT EDGES WITH CARE. ALL EDGES OF GOB AT STOREFRONT SHOULD BE SMOOTHED AND FINISHED TO MATCH ADJACENT FINISHES. GENERAL CONTRACTOR TO PATCH, REPAIR &- REFINISH ALL MALL - SURFACES SURROUNDING STOREFRONT NTH MALL MATCH FINISHES AS NEEDED. NOTIFY ARCHITECT OF ANY UNUSUAL EDGE CONDITIONS THAT NEED SPECIAL ATTENTION. 2. STOREFRONT TO BE FLOOR SUPPORTED INDEPENDENT OF MALL STRUCTURE 3. UNDER NO CIRCUMSTANCES SHALL ANY POWER ACTUATED OR RAMSETBNG DENCES BE USED TO FASTEN STOREFRONT COMPONENTS TO MALL FLOOR. "x4" TS FRAME ' STOREFRONT SECTION -- EXISTING MALL BULKHEAD EXISTING. MIRROR BAND TO REMAIN 2 1/2 "x3 1 /2"x1 /4 STL ANGLE HOT ROLLED STL PLATE 1 1/4' x 1/2" FLAT BAR, TYP. 4 "x4" TS FRAME STL ROD HUNG FROM OUTRIGGER ABOVE SHOWER RINGS METALLIC FABRIC CURTAIN HUNG ON STL ROD W/ SHOWER RINGS SAFETY GLASS - -MAX POP –OUT LINE LEASE. LINE ---4 "x$ TS FRAME BEYOND 1 1/2 "z1 1/2" STL ANGLE SECURE DISPLAY TRUCK STL PLATE BASE CITV OFT �`NF IOU aPPRO MAR 2 7 2p00 NBBJ 111 South Jackson Street Seattle. Washington 98104 (2061 223 -5555 Fax (2061 621 -2305 Z � 1 ,A LANDLORD COMMENTS 22122 /00 ADDENDUM #1 2/1/00 BID SET 1/25J00 PERMIT SET 1/25/00 LANDLORD SET 1/25120 LANDLORD PRELIMINARY 1/4/00 Wilber er Dote By Dear ption of Revisions Sheet Title Scde AS NOTED JKM Dore 1/4/00 Approved By Sheet Garber ft'GCG:VED CI1'0 OF TUKWILA IT CENTER 3146 NNIS C. FORS STATE CF V SIB NGTWN STORE 4t2104 PERMIT / BID SET STOREFRONT PLAN DETAILS sawn JCL Checked GAR HA NIAthet 41048.15 S 1/2" x 4 1/2' X 1/2" SR PL W/ PREDRILLED HOLES; ANCHORED W/ (3) / 1/2" SIAM. EPCON ADHESIVE ANCHORS W/ 2' MIN. EMBEDMENT. (ICBO REPORT #4285) 443/16" TS POST; WELD ALLY AROUND TO STEEL BASE; CLEAN AND SEAL PER SPEC, TYP LINE OF BASE BELOW, TYP. M6 EXISTING BARREL PANELS I EXISTING ANGLE, V.I.F. / 1 "x1" MT ANGLE I' LEASE LINE STOREFRONT CORNER DETAIL 3" = 1 -0 UNISTRUT FRAME ABOVE — SURROUND TS BRACE AND CONNECT TO EXISTING STRUCTURE ABOVE TO PREVENT HORIZONTAL MOVEMENT —SEE DETAIL 3/A7.1 4" X 4° X 3/16" TS BRACE WELD 3{16" STEEL PLATE CAP TO BOTTOM M END 3/16" CAP N BOTTOM 1 T /2 "x 1 T/2" SR ANGLG� M6 EXISTING BARREL PANELS EXISTING WALL GRILLE JAMB BY DOOR MFR LINE OF ROLLING GRILLE ABOVE M6 NEW NELS; ANCHOR DIREC BARREL T0 WALL PA LINE OF EXIST. SOFFIT ABOVE LINE OF NEW BASE BELOW 1 1/2 FLAT BAR EXIST REVEAL EXISTING NEUTRAL PIER BY LL I I I I I I I I 1- -' — 1 L — GRILLE JAMB BY DOOR MFR LINE OF ROLLING GRILLE ABOVE 4" x 4" TS HEADER LINE OF EXIST. SOFFIT ABOVE EXISTING NEUTRAL PIER BY LL LEASE LINE 0 2 STOREFRONT CORNER- RCP 3 „ = 1 , -n " GRILLE WINDOW CORNER DETAIL 3" = 1' -0" t GRILLE LINE OF �TS HEADER 7 ABOVE GRILLE JAMB BY DOOR. MFR LINE OF ROWNG GRILLE ABOVE L L _ I -L r -r- L- 4 "x4" TS HEADER ABOVE ROLLING GRILLE WEW TO TS POST WOOD WINDOW FRAME; FASTENED TO STL ANGLE AT 6" INTERVAL 1 1/2 "x1 -1/2 "x3/16" MR STL ANGLE 4 "x4 "x3/16" TS FRAME 6 1/2" x 6 1/2" X 1/2" SR PL W/ PREDRILLED HOLES; MOTORED TO CONC FLR W/ 4 7 2" RAIL EPCON ADHE'SVE ANCHORS INT EMBED (EBB REPORT 14285)/ 2 UNE OF MST_ SOFFIT ABOVE 4x43/16" OS POST; WELD ALL AROUND TO STEEL BASE; CLEAN AND SEAL PER SPEC, TIP TS BASE � TS POST AT ENTRY DETAIL 3" = 1' -0" UNISTRUT FRAME ABOVE. — SURROUND TS BRACE AND CONNECT TO COSTING STRUCTURE ABOVE TO PREVENT HORIZONTAL MOVEMENT —SEE DETAIL 3/A7.1 4" X 4" X 3/16" TS BRACE WELD 5,16" STEEL PLATE CAP TO BOTTOM END 3/16" CAP N BOTTOM OF T.S. BRACE UNE OF EXIST. SOFFIT UNE OF ROLLING GRILLE O TS POST AT ENTRY- RCP 3 = V-0" 6 1/2" x 4 1/2" X 1/2° STL PL W/ PREDRILLED HOLES; ANCHORED W/ (3) 1/2" DAM. EPCON ADHESIVE ANCHORS W/ 2" MIN. EMBEDMENT. (ICAO REPORT #4205) 44x3/16" TS POST; WELD ALL AROUND TO STEEL BASE; CLEAN AND SEAL PER SPEC, TYP 1— T/2 "x1 -1/2 "x3/16" HR STL ANGLE WOOD RANDOM FRAME; MEW. FASTENED TO SR ANGLE AT 6" MIN. TS BASE BELOW TAP 1/4 `>2DDO�D7� LINE OF BASE BELOW, TYP. M5 EXISTING EXPANDED MTL PANEL 1"x1" ANGLE, ATTACHED TO EXIST. ANGLE XISTIN'v ANGLE, V.I.F. M5 EXISTING EXPANDED MTL PANEL EXISTING WALL LINE OF BASE BELOW M6 NEW BARREL PANELS; ANCHOR DIRECTLY TO WALL 1 1/2" HR SR FLAT BAR - -1 1/2" x 1 1/2" MR ANGLE — LEASELINE EXIST. REVEAL EXISTING. NEUTRAL PIER PATCH & REPAIR AS NECESSARY'S STOREFRONT CORNER DETAIL 3 " -1' 0' 1- 1/2"x1 - 1/2'x3/16" HR STL ANGLE WOOD WINDOW FRAME; FASTENED TO STL ANGLE AT 6" INTERVAL I TS HEADER ABOVE EXISTING WALL M6 BARREL PANELS; ANCHOR — DIRECRY TO WALL EXISTING. NEUTRAL PIER PATCH & REPAIR AS NECESSARY LEASELINE O STOREFRONT CORNER- RCP 3 " = 1' -0" C c I1') A P PRO ANCRL L Ua L� ^ A R 2 NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (206) 621 -2305 bade AS NOTED Deskod JKM Dole 1/4/00 Approved By Sheet N ,er 00GbIVLD CITY OF TOG AAILA 314 DENNIS C. FORS STATE OF VV.ASHINGT011 STORE #21 09 W —I —I c a co _ —I 03 < Lu LLIWO0 I— • 'D W Z M U W o =,c I- w0 O 0 co waMI y co • PERMIT / BID SET A LANDLORD COMMENTS 2/22/00 _L ADDENDUM #1 2/1/00 BID SET 1125/00 PERMIT SET 1/25/00 LANDLORD SET 1125/00 LANDLORD PRELIMINARY 1/4/00 NxsSer Dale By Desaption of Revisions Sheet SIM STOREFRONT DETAILS Dr JCL CIWTLed. GAR Nanber 41048.15 O CEILING SUSPENSION DETAIL N.T.S. NOTE: COORDINATE SLAB PENETRATIONS W/ LANDLORD'S FIELD TENANT COORDINATOR. LOCATE ANTENNA 8" FROM METAL TRAINSITION PLATE TO PROVIDE POWER TO SECURITY SYSTEM; LOCATE POWER POR ION OF ( DEMISING WALL RECESS J -BOX 3' AND WI ANTENN 1 INTO SLAB; REPAIR SLAB RE -228 MORTAR MI FX -752 BONDING AGENT SEE INSTALLATION X AND GUIDE FOR MIXING PROCEDURE FFROMINORNER S SENSORMATIC VENDOR. FYI: CALE COLLINS PROJECT COORDINATOR (800)422 -1986 GC MUST CALL FOR INSTALLTION INSPECTION BEFORE POURING HIGH STRENGTH TOPPING r - f (_•') SENSORMATIC DETAIL DONN GRID SYSTEM.OPEN TO ABOVE 6x6 WELDED WIRE MESH; RUN PERPENDICULAR TO SUSPENDED WAWA RUNNERS; TIE TO RUNNERS W/ 12 GA WIRE AT 24" O.C., TYP; GRID PANELS TO BE SPACED AT (3) LOCATIONS ALONG EACH EDGE TO ADJ. SHEETS W/ (6) WRAPS OF 16 : GA ANNEALED'', WARE 1 "x1" TEMPORARY SPACER BAR TO REMAIN; AT RANDOM LOCATORS 3/4" EMT COMPRESSION STRUT AT 12' -0" O.C. EACH WAY 12 GA WIRE DIAGONAL BRACING AT 12' -0" O.C. 4 -WAY; LOCATE TO COINCIDE W/ COMPRESSION STRUTS SUSPENDED WWM GRID, MAIN RUNNERS ONLY, AT 4' -0" O.C. ORIENT TO RUN FROM SIDE DEMISING WALL TO OPPOSITE SIDE; GALVANIZED FINISH, TYP. 12 GA HANGER WIRE; SECURE TO STRUCTURE ABOVE 3" DEEP SAWLUT TRENCH FOR 3/4 ELECTRICAL CONDUIT TYP. A 3/16' THICK END CAP. WELD TO T5 BRACE REMOVE ALL DENRM FROM THE TRENCHES USING WATER AND A WET VACUUM M ED O ER RAN T NNA 44T3/16 TS ,OITRIGLf$ DUD VERITY LENGTH RER TD BY -PASS BULKHEAD 1ELD TO TS BRACE TO. ADDROP -. ��" HOLE EXISTING STRUCTURE MAUI GRILLAGE; ATTACH TO EXIST. STRUCT TO PREVENT LATERAL M0,08NT OF TS 4'x4 "10/16' IS BRACE HELD TO BOWL OUTRIGGER SUPPORTED AT TOP WATT INCH LWWSIRUT mac{ OHSTRUT CHANNEL P1000 SECURE TO TS OUTRIGGER UNISTRUT FITTING A1026 CRIMP FITTI TYP - 1/8' CLEAR MNiL COATED AIRCRAFT CABLE WIRE MESH CEILING, DONN GRID SYSTEM SUSPENDED AT 11' -0' A.F.F. A.F.F. HEIGHT OF STL ROD EYE BOLT THROUGH METAL ROD 3/4 - 0 METAL PIPE METAL RING HUNG ON METAL PIPE; 10 RINGS PER BACKDROP GROMMET HOLES B RINGS BACKDROP CURTAIN HUNG ON METAL RINGS 1" DEEP SAWCUT TRENCH FOR ANTENNAS'. DISPLAY BACKDROP DETAILS- SECTION (11 DISPLAY BA KDROP DETAILS- ELEVATION 3 = T' -D" 3" = 1' - 0" NOTE: '.. :. GC TO COORDINAATE � INSTALLATION MTH SENSORMADC IF RE -BAR EXISTING IN THE CONCRETE BELOW THE''. ANTENNAS, CONTACT SENSORMATIC REPRESENTIVE FIREC NEW XCAVATION AND INSTALLTION J — TYP. �A— CANCELLED NBBJ 111 South Jackson Street Seattle. Washington 98104 12061 223 -5555 Fax 1206) 621 -2305 , LANDLORD COMMENTS j22]00 ADDENDUM #1 _ 2/1/00 2060 0 76,, BID SET 1125/00 PERMIT SE 1/25/00 LANDLORD SET 1J2�00 LANDLORD PRELIMINARY 4/00 Nxrber Date By Description of Revisions Sheet AN ca DETAILS Occie AS SHOWN JKM Dote 1/4/00 Approved By Sheet Nxrber ri OF TU,CIIILA DENNIS C. FORSYTH STATE OF 4VASHFNCT)N STORE #2109 • PERMIT CENTS � .\ PERMIT / BID SET NT. JCL Checked GAR Job Nxnber 41048.15 DIVISION 1 - GENERAL CONDITIONS These specifications are abbreviated and ore intended to provide additional material and product information for the work shown and called for or reasonably implied on the drawings. Materials, methods and workmanship shall meet the highest standards of the industry and satisfaction of the Owner and Architect_ 1. General Conditions: The general conditions of the "abbreviated form of agreement between Owner and Contractor" for AID latest edition is hereby made a port of this contract as if oltached hereto or written herein. 2 Contractor's Duties: In addition to duties specified throughout the contract documents, the Contractor's duties are generally as follows: A. Construction Costs: Except as specifically noted, provide and pay for labor, materials and equipment, tools, construction equipment and mochinery, water, heat, electrical power and light, utilities required for construction, an0 other facilities and service necessary for proper execution and completion of the work. 8. Permits and Fees: Secure and pay for government Thee. licenses, and permits except as specifically noted herein. As with all other permits, the Contractor shall obtain the building permit. C. The Owner shall pay for all testing. The Contractor, however, will be responsible for the cost of test reports that are substandard, or failed and all appropriate retesting. All tests shall be mode by a well established independent testing laboratory, having the facilities to make the test required, and which is satisfactory to the Owner s Representative. The testing laboratory shall report the results of all tests in writing to the Contractor and the Owner's Representative. D. Certificate 'of Occupancy. Obtain and record certificate of occupancy at completion of work. Forwa-d copy of same to the Owner. E. Regulations and Notices: Comply with codes, ordinances, rules, regulations and other requirements of public authorities which pertain to the completion of the work and give all required notices, including written notice to the Architect, of any observed variances in the contract documents with legal requirements. F. Contractor shell attend preconstruction meetings with the mall and /or the Owner or Owner's Representative as required. G. Coordination: Coordinate work of the vaeinus trades and subcontractors to assure efficient and orderly sequence of installation of construction .elements, with provisions for accommodating items installed later. Verify that characteristics of interrelated operating equipment are compatible; coordinate work of various sections that have '.interdependent responsibilities far installing, connection to, andI placing in service, such equipment. H. Supervision. All work included in this contract shall be done under constant supervision of a qualified superintendent. Superintendents cannot be changed without prior approval of the Owner. 3. Use of premises: Confine operation at site to orea permitted by law, ordinances, permits, mall representative and the contract documents. Do not load structure with weights which will endanger structure. All materials including owner provided items shall be inspected upon delivery and prior to signing for delivery. Damaged or deteriorated materials shall be rejected and removed from the site. 4. Protections: A. Barricades dividing the work site from the mall must be coordinated with and approved by the mall. Tenant GC to incurr all costs for existing barricade provided by LL. B. Personnel: Protect personnel, whether occupants of existing building and adjacent spaces, or visitors to the site, or shoppers if construction is phased, from harm and injury. C. Construction: Protect existing and adjoining spaces, utilities, and each of any kind which is to remain from damage, defacement, or interruption of service, except os may be specially directed or authorized. All public spaces and adjacent tenant spaces shall be repaired, if damaged, and left in a condition matching the original condition. Any merchandise damaged in adjacent tenants spaces shall be replaced by the Contractor. D. Existing Utilities: Protect any existing " u tilities to remain" from any damage or interruption of service. If necessary, obtain permission of moll and utility company and relocate as required for completion of the work. Overtime required for the installation, connection or relocation of utilities shall be included in the Contractor's bid. E. Adjacent Property. Prior to commencement of any work, inspect adjacent tenant spaces and property for existing signs of damage. Record any such .defects observed and document for future determination of any damage caused by the work of this contract. 5. Warranty. Provide written warranty of not less than one (1) year against defects in workmanship, materials and equipment. Warranty period begins upon dote of final completion. 6. Work not included: All items marked "N.i. .... ", "By Owner" or by others." 7. Site Coordination: A. Lines and Levels: Maintain true alignment and levels to existing construction. All new work and patchwork to match existing lines, levels and finishes unless otherwise noted. B. Existing Conditions: Redly all existing conditions and existing items to be relocated (noted on drawings). In addition, once any required demolition is complete, verify that nothing interferes with the proposed build -out. Deviations from conditions shown shall promptly be reported to the Architect for resolution. 8. Contractor & Subcontractor Qualifications: All subcontractors engaged by the General Contractor shall be bondable, licensed subcontractors, possess good labor relations, and be capable of performing quality work. The Owner reserves the right to approve or disapprove of any subcontractor. The General Contractor and subconlroctors must be licensed in the state in which the work will be performed, and Contractors obtaining permits shall have all required city business licenses, or other permits as required by the building department. 9. Insurance A. Purchase and maintain the following insurance, unless otherwise directed by the mall criteria: (1) Worker's compensation and employers' liability insurance as required by any employee benefit act or the statutes applicable where the work is to be performed as will protect Contractor from any and all liability under the aforementioned acts, but not less than $2,000,000. (2) Comprehensive general liability insurance (including Owner and Contractor for future liability insurance) with following limits of liability (u Bodily luny Iub'ty, each occurrence $2,000,000 1 (b) Bodily injury liability, aggregate $2,000,000 (c) Property damage Nobility, each occurrence $500,000 (d) Property damage liability. aggregate $500,000 (e) Personal injury liability, aggregate $2000,000 Such insurance shall provide for explosion and collapse coverage and contractual liability coverage, and shall insure Contractor against any and all claims for personal injury, including death resulting therefrom and damage to the property of others arising from its operations under its contract, whether such operations (3) employed by the Contractor. Comprehensive automobile liability insurance including the ownership, maintenance and operation of any automotive equipment caned, hired, and non -owned in the following minimum amounts: (a) Badly injury liability, each person $500,000 (b) Bodily injury liability, each occurrence $1,000,000 (c) Property damage liability, each occurrence $500,000 Such insurance shall insure against any and all claims for bodily injury, including death resulting therefrom and damage to the property of others arising from its operations under its contract with Owner, whether such operations are performed by Contractor or by anyone directly or indirectly employed by the Contractor. (5) (4) Builders risk completed value form affording "all risks of physical loss or damage on its work in the premises as it related to the building in which the premises are located, naming the interests of General Contractor and all Subcontractors as their respective interests may appear, within o radius of 100' of The premises. Amount of insurance shalt equal one hundred percent (100 %) of the replacement cost. All such insurance policies required shall include Owner, its Architect, its General Contractor, & Subcontractors as additional insureds; except workers compensation insurance, which she contain an endorsement waiving all rights of subrogation against the mall, its Architect, its General Contractor, and Subcontractors. Certificates of insurance shall provide that no such insurance coverage shall be canceled or allowed to expire until at least thirty (30) days prior to written notice to the Owner. 10. Conflicts in Drawings and Specifications: A. Bring all conflicts in drawings immediately to the attention of the Architect, whereupon a final decision will be made. Where conflicts or omissions occur, it will be assumed that the Contractor has figured the most expensive method. After signing contract, no increase in price will he allowed for any conflict or omission when the intent (by decision of Architect) is established by the character of the project. B. Do not scale the drawings for dimensional information. Should a dimension be missing or in conflict, contact the Architect immediately. 11. Substitutions: The General Contract. shall notify the Architect within ten (10) days from start of construction of all proposed substitutions due to procurement difficulties Failure to As so will result in the General or subcontractor being held responsible for any additional costs necessary to obtain the product os specified, including air freight premium charges, and maintain the construction schedule. For a substitution to be considered; the Contractor will submit complete data, including samples, to the Architect for review. ' 12. Submittals: Submit reports of inspections, tests and approvals; required by the contract documents to the Owner in duplicate. Submit one additional copy of reports of inspections, tests and approvals of structural, mechanical or electrical work directly to the respective Consulting Engineer. The Contractor shall furnish two blueline copies and one sepia copy of shop drawings to the Architect or Engineer as required by the contract documents. Show dimensions and other selected characteristics; Furnish catalog cuts, if appropriate, ice triplicate. Delete material which does not apply to this job. A. Architect's Review of Submittals: The Architect will review Contractors submittals for conformance with the design concept and requirement for the contract documents and will approve or .take other appropriate action as indicated by his stamp on returned submittal B. Submit shop drawings for all custom fabricated work prior to fabrication. This includes storefront steel and glass, tile, millwork, wood doors. frames store fixtures, and paneling. Also submit cut sheets of lighting, mechanical, door hardware, appliances and equipment. Architect will not review shop drawings unless they have already been reviewed and stomped approved by the Contractor. C. Architect's Approval: The Architect's approval of any submittal shall not relieve the Contractor of his responsibility for compliance with the contract documents. Such approval means that the Architect has reviewed the submittal and finds it compatible with the design concept of the work and in conformance with requirements of the contract documents, unless otherwise noted. Approval shall not imply that the Architect has checked for quantities, space requirements, coordination of trades, or possible means or cause of injury to person and /or property. D. Submit physical samples of all specified finishes, including wood fixtures and paint, to illustrate materials and workmanship and to establish standard by which the work will be judged. Submit samples in triplicate in os nearly the form in which the material will appear in the work as practicable, unless otherwise noted. The Architect will review the submitted samples for compliance with the contract documents and compare them with file samples. Finishes are not to be applied prior to approval. 13. Sprinkler Layout: The sprinkler subcontractor shall modify the existing design and provide an approved "calculated" sprinkler system layout to the architect that conform to new design. The design layout provided herein reflects the visual layout desired. Revisions must be sensitive to the overall visual impact. Drawings and calculations for such systems shall be submitted to the Owner's insurance agency (prior to fabrication of any material) for review and approval prior to submission of the code review authority. Drawings and calculations must also be signed and sealed by an engineer licensed in the state where the subject building is located. All costs for review, permit, signing and sealing of drawings and calculations shall be borne by the sprinkler subcontractor. 14. S ence Co l Uuence f consttion, ubject to She me qu all's restrictionsof nsi , compatible se to any meet seq the con ruc schedul 15. On -Site Telephone/Fax: The General Contractor is required to maintain on on- site telephone /fax for the use of all parties having any legal responsibility for any portion of the work. All users shall reimburse the General Contractor for all long- distance use. With the exception of such use, all costs for installation, maintenance, operation, and removal of this telephone are the responsibility of the General Contractor. The telephone will remain connected until final completion or the store telephone is installed. 16. Procedures for change order and claims for extra work: A. All work considered by the Contractor to be in addition to the contract must be authorized by the Owners representative. In order for such work to be considered by the Owner's representative, the Contractor must first submit a written proposal that includes an outline of work and subsequent cost including any overtime charges. All executed change order forms must be sent to the Owner's representative prior to work being performed. B. Overtime work required to complete the originaiiy contracted work'. within the approved project schedule will not be considered as an o the additional cost t contract su m. 17. Construction Schedule: The Contractor must prepare and present a "Completion Schedule" for construction within 48 hours after awarding of project, Such schedule shall show all items of work start date, date of completion and duration of. work. All major' and critical delivery items shall be flogged and the earliest delivery and latest delivery shall be noted on such schedule. This schedule shall be presented, discussed, and approved by the Owner .prior to contract execution. Ability of Contractor to provide such a schedule showing completion within the required time schedule shall be a condition prerequisite to the signing of the contract. Inability of the Contractor to produce a logical, well thought out schedule Such schedule shall be approximately 8 1/2° a 14" as that revisions and copies can be made. Provide space for the Contractor's name, project name and dote. This schedule will be made part of the contract and shall be maintained, updated and the actual progress charted thereon during the course of the A- 18. Owner Occupancy. The Owner reserves the right to lake initial occupancy of the building as scheduled, porticulady with regard to delivery and installation of store fixtures and merchandise. Depending on the progress of the work, this may or easy not create some inconvenience. Claims for time delays and /or extra costs due to such inconveniences will not be allowed. 19. Project Close -Out: A. Final Cleaning Clean he accordance with excellent housekeeping practices. Remove grease, mastic, adhesives, dust, dirt. stains, fingerprints, labels and other foreign materiels from sight - exposed surfaces. Wash and shine storefront glazing. Polish glossy surfaces to shine deoriy. Clean and vacuum all carpels. Entire store to be hand- dusted. B. General Contractor is to cove all display windows with kraft paper after barricade has been token down. C. Operations and Maintenance Data: (1) Materials and Maintenance Manuals Furnish two (2) final copies of 'Materials Manual". Deliver final copies to Owner al time of find acceptance. Manuals to include materials as listed below and to include maintenance instructions where noted. Bind finished copies in hardbound black covers, with (abet to indude project name. Owner, architect, contractor and date of completion. Include index and tabbed dividers between categories. Manuals to include: (a) Name of supplier (b) Hardware to include maintenance instructions for laksets, closers and special tools required. (c) HVAC equipment to include maintenance instructions and ports fist. (d) Paint, list of manufacturers type, brand, local supplier and formuto if special mixed. (e) Electrical equipment to include operation instructions and fixture list. When necessary, furnish supplemental drawings to show operation and servicing or maintenance points. Bind finished copies n manual Operation of Equipment: 2,. e E : t (a) : Lubrication: Lubricate operating equipment in strict accordance with manufacturer's instructions. ,Provide grease and other materials and methods required for proper preparation equipment and satisfactory operation. (b) Start -Up: Start -up all equipment and test run for 'sufficient period to demonstrate operation and capacity of equipment. Adjust for proper operation prior Sc Owner's acceptance. (3) Instruction of Owners Personnel: (o) Operation Instructions Conduct instructional meetings for Owner's representatives and personnel following completion and initial operation of equipment and systems. (b) Maintenance Instructions Demonstrate and instruct Owners personnel in the proper maintenance of all incorporated materials and equipment. (c) Extra Stock Turn over extra stock and spare ports specified in technical sections to Owners representative. Store where directed. (d).. Owner's Occupancy.... Should the Owner occupy project .prior to its acceptance, insurance coverage of Contractor shall be continued in force until one hundred percent (100%) find acceptance of project; then canceled only after thirty (30) days registered mat notice to the Owner. (4) Checkl and Close -Out Procedure: (a) Owner to provide final punchlist to the Contractor, indicating work that shall be corrected or completed. (b) Entire project shall be one hundred percent e(100%) in every detail before final acceptance inspection. (c) Submit written certification that work is one hundred percent (100 %)complete and in strict accordance with plans, specifications, addenda, change orders and punchlist. (d) Provide two (2) copies each to owner of waivers of liens from all major suppliers and all subcontractors indicating payment in full for all labor and /or materials. Reproducible project record documents (as- builts).: (1) The Contractor and the subcontractors shall mantas, at the job site, current, accurate marked -up prints indicating the "as- built" conditions of the representative work At the conclusion of the job, all such marked -up prints shall be turned over to the Contractor for transferal of all information to one master set of reproducible poise prints of the job. These mjiers may not be electrostatic reproductions or sepia maars. Plotted or photo wash -offs are acceptable, as one originals. The Contractor shall sign the master set attesting to the accuracy of the installed work as shown on this set. The General Contractor shall provide and pay for the set of myfa reproducibles of the contract drawings Sepias ore not acceptable. (e) (5) (1) Completely signed off permit inspection reports. Certificate of occupancy issued by local building authorities. Original left with store, forward copy a Owner. (h) Mechanical balance reports by independent agent Signed guarantees stating that the work under guarantee was (i ) 9 9 9 9 installed in accordance with the contract documents, and . that the wade will be free tore defects in workmanship and materiels for minimum of one year (specify time frame), and that all defects will be promptly repaired without additional cost to the Owner affidavit from the mall that a all f (i) ' Contractor's o tat sit les defects have been repaired without additional cost to the Owner. (k) Provide Owner with inventory and location of all extra F.O.LC. items. (I) Provide Architect with sample of finishes installed; pieces shall be n 3'x4 "; max. f2 Sam ples shall inclum all m etals installed and paint on actual type of material painted. Section 02090 - Building Alterafiarrs 1. General: A. Protection: perform all work in accordance with ANSI A10.6; protect personnel and those portions of the existing budding and an which ire to rends. Leave areas, structures, aid other construction to remain in some condition as fors. B. Existing constions visit site and verify rary►enents as necessary to accommodate alterations. Make arrangements for visit with Landord and visit site at h"s /her convenience. 2. Products A. Materids and Cansbuctiac materials and construction for notating of altered. cat, or removed construction are not specified Provide materials ad construction for patching and /or new construction as required to repair, replace or othe.'se fresh an refn'sh dtaed construction to match existing materials and construction. 3. Execution: A Patching and Repair: at dtered eseshudim, repay cut edges. replace construction and fit new to existing construction as required to match and rate with existing wale Melee joints of new and existing patches smooth, ever, and pratcaAy invisible (Where new point or other finishes are joined, carry to nearest break in surfaces, cs required fa neat finished appearance B. D the Contractor is responsible for removal, tiding, and &cosaf at all debris on a daily basis. Section 03650 - Concrete Patch 1. General: A Concrete patch work as required Fb loads electric 'JF boxes, oaks, any holes greater the 1/2'. and depressed slob are Level all existiwg construction lords. 2. Products A_ Cement: AS111 C -150, Low Alkali B. Aggegates ASTkt C -33 C. Mesh. ASTM 5 -185 D. Water. Potable E latex Patch RAECO -1.11H 'R -25' a Installation: A Strength: 2,5110 PSI minivan B. Curs n I h aws most rat le ss then seven (7) days with ¢ keep wet of mss than t.antw -tour (24 ) () Ys plastic film P covering C. Slab finishes tamp to distribute mw and then boat and trowel to smooth surface. Finish floor shall be lewd and flat to within f /EF to io' ad not emceed 1/2 from the Highest pout to the lowest point over the entire surface D. Boning bond dl new wank to old by thaaghly deanisg old eseh.ard apply:19 on approved concrete bolding agent evenly, to the interlocks.; surface in acmnknce min mamrfocturer s instructions. Section 05500 - Metal 1. r'_:. ail: A Famish avid install miscellaneous steel os shown. and m cascelaneses metals for fabrication_ 2. Products k Steel shall conform to ASTM A -36. Belts and mats shy conform to A51M 307. ASTM 325. B. If used in project, Furniture Steel A5T11 A396, Americas apes -heath sheet steel Free from scale, rust, pitting, or other defects affecting appearance C It used n project, Sheet Steel conform with needenents of ASTM A-526 D. Fasteners: provide fasteners of types as required for assembly and istdatice of fabricated items. Surface - applied fasteners ire specified elsewhere Epory anchors shill be E_pcon tCBO Report $4285 and irstdled per the manufactures recommendations. Powder actuated fasteners shall be teti ICB0 Report $228. E Unistrut provide channel and au essaies ire shown on drawings. Finish to be 'pre - galvanized" Use unatrul cans no substitutions_. F. Meld Studs Metal studs shall be Angeles Metal Systems IMO Report 11715P, USG or Chemco and shall be of the size rid profile shown on the drawings. a Installation: A Pa 5S'as', All metals shall be primed wdh lead oxide or zis dvanate B. Welding obtain Landlord's opprovd before pro:eedng water my welding. C AN welding done by certified welrtes D. For metd in contact with cancrets mssinry and other dssimlar materials, provide contact surfaces with coding of an approved zinc- chran:dr prime in mariner to obtain not less than one point zero (1.0) mil dry film thidmess E Install Unistrut as shown on drawings and . per manufacturers directions Section 05700 - Ornamental Metal - FOC 1. General: A. Shop Drawings SIsbet a one net to Tenant's Architect, and one set to Landlord's Architect for approval by both prior to fabrication. 2. Products A_ Custom metal fabrications 3. Installation: A_ Fabrication: prepare and reinforce fabrications as required to receive applied items Smooth off exposed edges and projections that are within retch and would otherwise be uncomfortable to touch. Close exposed open ends of members using some material as used in manber. Bending of members Use jigs to make each simian configuration the some; make neat bends without other deformation. C. Joints and Connections Mace exposed joints and connections tight. flush. and neat (1) Sled joints and connections Welded, except where °therwse indicated (2) Exposed fasteners may be used only for joints and connections specifically indicated as requiring exposed fasteners. D. Welding: Provide continuous welds at tamers and seams. Note eeldng requires special inspection. (a) Steel: Comply with AW5 DI.1 recommendations. (2) Welds exposed to vier Grind flush and smooth E Anchors Fabricate to suit anchors indicated; use anchors of same material and finish as item except where specifically indicated otherwise F. Installation: install items in correct locatian, plumb and level, without cads or warp. Provide temporary supports and bracing as required. Anchor to substrates as indicted on Landlords drawings; provide all fasteners required Perform all field fabrication required for instillation. 3. Finishing Steel Surfaces A. Preparation of Steel for Finishing Prepare by removing loose mill scale, loose corrosion products, dirt, of and grease 1. Blast Cleaning: Perform in accordance with SSPC SP -6, minimum. a. Use suitable blasting abrasive which will not damage clean metal surfaces. 2. Grind IS projections on exposed surfaces and fill holes and depressions. a Grind or blast off tight mill scale and tight rust that projects from exposed: surfaces 4. Grind entire exposed surfaces smooth. 5. Solvent clean in accordance with SSPC P-1. B. Texturing- clear coot finish: 1. Linear items, such as rods Texture with rotary wire brush to medium grain. 2. Flat surfaces. Use coarse abrasive such as 'Scotch Brice or medium wire' brush to produce orbital texture. Priming: after preparation; l with C. P A � immediately ate a at on can t SSPC PA -1. transparent finish in shop 9 DDI Y Prep comply Y op 1. Apply one DFM mils dry film thickness). Pp y e coot of transparent finish minimum 3.0 ( y ) 2. Apply extra coat to corners, welds, edges and fasteners.. 3. Shop finish all steel members. 4. Where corrosion occurs prior to application of finish coating, blast clean corroded areas and re - apply shop coatings;. blend touch -up coatings invisibly into original finish or send smooth.. D. Finish Coot: Extent of shop finishing is fabricator's option: Finish coats may be shop applied, field applied, or both. 1. Apply one or more finish coot(s); minimum 3.0 OFM for total finish. 2. Touch up damaged factory finishes as recommended by fabricator. E. Transparent ( "Clear Coal ") Metal Finish Materials 1. Shop (mish: 2 coats clear metal lacquer, Sherwin Williams approved B. Section 06200 - Carpentry �. General: Included, but not limited to: n. Rough apentry including wod , ng, bng, grounds, rough frames, wood curbs, bucks, sailers, c ba fixture framing o , equipmen supp furri orts locki , etc., as detailed. B. Finish carpentry to include installation of all factures and all associated trim and hardware and stair nosings. C. Standards: (1) Finish Carpentry. Material fabrication and /or installation of each covered in this section shall be in conformance with the Architectural Woodwork Institute (AN) "custom grade' of the "architectural woodwork quality standards', except as modified. (2) Wood framing members: U.S. Product Standards (PS) - P.S. 20 for western lumber. (3) Plywood: U.S. Product Standards (PS) - PS1 -74 construction and industrial plywood. 0. Work Included: (1) Furnish, install and erect all lumber, millwork, rough hardware, nails and miscellaneous materials. The work under this section includes the necessary framing required for the proper installation of work of other trades, including wallboard, toilet accessories, merchandising fixtures, etc. 2. Products A. B. C. 0. E. 3. Installation: Framing Lumber: P.S. 20, S4S, 19 percent (19%) maximum moisture content. (1) Studs: No. 3 or better. (2) Joists: No. 2 or better. P1 sod: • (1) Concealed sheathing APA Rated, Exposure I, unless indicated otherwise. (2) Finish panels A/5 pine face, veneer core, rotary cut, random match Finish Wood: (1) Transparent Finish: as shown on drawings. (2) Pointed woe: Yellow Poplar. Wads: all wood shall ba sound, flat, straight, well- seasoned, thoroughly dry cad tree from structurd defects. Warped or twisted wood shall not be used. All wood blocking, framing, plywood, etc. shall be fire retardant treated. A Finish Carpentry Installation: as a minimum requirement, comply with standards for custom grade of The manual of millwork, of the Architectural Woodwork Institute. Finish woodwork shall be smoothly dressed ana machine sanded to an even, smooth surface prior to erection. Finish free from open joints, hammer, and machine marks, structural defects, and surface blemishes. Wherever practical, conceal means of fastening. Where surface nailing is unavoidable, neatly set nails for putty slopping. Kerf backs of members more than 5" wide and 1' nominal thickness; ease all external comers. All running trim to be one (1) piece up to 10' -0 ". Match groin and color piece to piece. B. All millwork shall be backprimed and protected agatost dampness. C. All finish materials shell be on -site for a minimum of 48 hours to allow them to be preconditioned. D. All wood surfaces to be set against masonry and/or concealed after erection shell be given a. hem coat of sealer., E. all wood framing in contact with concrete to be pressure treated. Section 07200 - Insulation 1. General: A Provide acoustical insulation' for walls and ceilings at toilet rooms . B. Provide thermal insulation at exterior walls and roof per code. C. Fire Performance Characteristics provide insulation materials which ore identical to those whose fire performance characteristics,. as listed for each material or assembly of which insulation is o part, have been determined by testing, per methods indicated below, by UL or other testing and inspecting agency acceptable to authorities having jurisdiction. (1) Surface burning characteristics ASTM E 84. (2) Fire resistance ratings: ASTM E 119. (3) Combustion characteristics: ASTM E. 136. D. General protection: protect insulations from physical damage and from becoming wet, soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storage and protection during installation. 1. Products: A. Acoustic: provide thicknesses to fill wall dud cavity, and 6" on ceiling. B. Thermal: provide thicknesses as necessary to meet required code values. C. Owens- Coming "Noise Barter Ball" or equal. Provide miscellaneous and accessory materials, methods, tools and equipment as required to complete insulation work. D. Owens -Coming Fiberglass Batt Insulation with Kraft paper lace under finished wall surfaces, and with foil faces at unfinished exterior walls above ceiling and at underside of root. E Rigid insu may be used at exterior walls and roof in Cu . of fiberglass belts. F. Roof insulation may be above or below roof deck. 1. Installation: Sc. Install belts between framing members, fitting tightly to adjacent framing. B. Provide clips where space in partition or wall is deeper than thickness of insulation. Section .07900 - Sealants 1. General: A Provide sealant and backing materials for the sealing of joints in construction. Where installed in visible PERMIT SET 1/25/00 locations, provide in custom colors as approved to match adjacent surfaces. 2. Products LANDLORD SET 1/25/00 LANDLORD PRELIMINARY 1/4/00 A. Acoustical sealant: non- llbrdening, non - drying synthetic rubber sealing compound with minimum ninety Maher Dale By Desorption of Revisions percent (90%) solids. Use at all interior joints at intersections between planes around door and window - -- - -- - �- -- -- _ -- - - -- - frames. B. Silicone Sealant: Translucent silicone sealant /adhesive, GE SCS 1201. C. Primer: mode or recommended by sealonl manufacturer for the conditions and substrates of the application. D. Backs material: expanded, closed cell polyethylene A lied Extrusion Technology (AET) Softrod, or o 9 P PP 9Y ( ) " " - P proved equal. 3. Installation: A. Mix and apply sealant materials in strict accordance with manufacturer's instructions. Clean joint surfaces free from dirt, dust, and any other contaminants affecting bond of the sealant material. mask around joints to protect ad ecenl surfaces. Prime contact surfaces, install backing in pint to provide proper depth for sealant. Apply sealant over backing to uniform thickness in continuous beads, tilling '. all joints and voids solid: superficial pointing with skim bead will not be accepted. After application, tool surface to achieve complete adhesion and context: leave surfose of sealant slightly concave, upon completion, remove and dispose of masking materials: and dean surfaces. 0 o O J Cl\V ppP F R . 2 7 zu11u v(pR J.. , gU CANCELLED NBBJ 111 South Jackson Street Seattle. Washington 98104 (206) 223 -5555 Fax (2061 621 -2305 Sleet Title Snide NO SCALE DesPeed NBBJ Dale 1/4/00 Approved By Sheet baths RECEIVED CITY OF TUKWILA PEFMITCENTER 3196 DENNIS C. ; CS1T `STATE OF V,f- ._„il.3TON STORE *2109 -J • PERM IT / BID SET ,A LANDLORD COMMENTS 2122/00 Q ADDENDUM #1 2/1/00 BID SET 1/25100 SPECIFICATIONS Drawn JCL Checked GAR Jab Rm.' 41048.15 Section 08100 - Hollow Metal Doors and Frames 1. General: A. Provide as scheduled on drawings. B. Standards: comply with the following: (1) ANSI 115: specification for door and frame preparation for hardware. (2) SDI 105: Steel Door Institute recommended instruction for steel frames. 2. Products: E. Hardware Reinforcement: mortise, reinforce, drill and top at factory for hardware in occordance with templates furnished by hardware supplier. 3. Installation: Doors: flush type 1 -3/4" thick doors, formed of two (2) sheets of 18 gauge steel with 20 gauge vertical reinforcing members extending full - height of door, spaced not over 6" on centers and uniformly spot welded at 4" centers. Vertical seams at door edges. Welded at maximum of 2" spacing, ground, and filled with mineral fiber and finished flush and smooth. All doors shall be strong, rigid and neat in appearance, free tom warp or buckle. Corner bends shall be true and straight and of minimum radius for the gouge of metal used. Acceptable Manufacturers: subject to compliance with requirements, provide products from one of the following: (1) Stockline" by Trussbuilt (2) Curries Mfg. Co. (3 ) Kewanee Corp., Kewanee, Illinois (4 ) Steelcraft By American Standard, Cincinnati, Ohio (5) Or approved equal. Frames: provide standard type, knocked -down frames designed to be surely installed in the rough opening otter finish colt material is applied. Mitered corners shall be reinforced with corner clips. Frames shell be 16- gouge, cold - rolled steel with 6 -gauge hinge reinforcement and 16 -gauge strike reinforcement. Each jamb shall hove anchors located at the base of the jamb and 4" from the top of the door opening. Edges: close top and bottom edges of door with a continuous recessed steel channel: extend full width of door and spot weld to both faces. Provide additional flush closing channel at top and bottom edges of exterior doors for the attachment of weather - stripping. Provide openings in bottom closure channel for the escape of entrapped moisture. Bevel both vertical edges of single acting doors 1/8" in 2 ". A. Install frames at locotiens indicated on drawings, install rigid. plumb, level, and true. Align with adjacent construction. Brace frames to retain position and continuously check alignment during construction of adjacent walls. Adjust frame locations as necessary using shims before fastening. Section 08210 - Wood Doors General: A. Provide & install .. wood /metal clad doors as indicated on drawings. B. Standards: in accordance with requirements of NWMA 05.1. C. Protection: (1) Protect all doors against dampness. Store on site in o dry, well- ventilated room, slacking off the floor. Doors shall not be subject to extremes of humidity or temperature. Contractor shall provide heat in rooms where wood doors are stored during cold or humid weather. D. Guorontee: 2. Products: A. Wood Doors: shall be of design size and type shown on drawings. B. All wood frames and trim shall be custom geode as defined by the W.I.C. unless otherwise noted, detailed, or approved. 3. Installation: A. Obtain templates from hardware manufacturer and confirm type, location, and special requirements of hardware for each door prior to cutting. Hang doors scheduled on drawings in accurate locations as indicated. Where doors are prefinished before hanging, exercise care to protect finishes from damage during hanging. Hang doors to 1/8" clearance at tops and 3/8" clearance at bottom, unless specifically noted for "undercuts" or other deviations in fit. Hang pairs of doors as specified with a 3/32" clearance at meeting edges. B. Finish schedule specified on door occurs on both sides of door and frame unless otherwise noted or detailed. Section 08710 - Finish Hardware General: (1) Doors to be guaranteed by the manufacturer, agreeing to repair or replace any defective doors which warp, bow, cup, twist. A. Finish and specialty hardware includes all accessories, tools, and fasteners required for hardware installation and maintenance Items not specifically mentioned, but necessary to complete the work, '. shall befurnished matching in quality and finish of specified items in similar locations. B. Qualifications: Contractor is.responsible for the proper application and ft of all finish and specialty hardware in locations as indicated on drawings or as specified. Coordinate dimensions between hardware items where the installation of any items affects the operation or installation of another item. C. Codes: materials and work shall conform to the governing building code. In case of conflict between these specifications, the reference specifications, and the building code, the more stringent shall govern. D. Fire -rated openings: provide hardware for fire -rated openings in compliance with requirements of NFPA 80. This requirement takes precedence over other requirements for such hardware. E. Keying: (1) Contractor must turn over all construction keys to the Owner al the completion of the work. (2) All cylinders shall be keyed individually and mosterkeyed. (3) Two keys for each lock and two master keys shall be furnished and delivered to Owner. The keys shell be new and the locks they control sholl not have been used by the contractor during construction. 2. Products: A. Materials: (1) All doors shall hove a minimum of 1 -1/2 pairs of butt hinges, one latch set or lock set, and one door stop, to meet A.D.A. requirements. See drawings for specifications and additional requirements. (2) All hardware shall be commercial grade. (3) Closers as indicated. (4) Doorstops to prevent knobs from hitting walls. (5) Refer to sheet A2 for fit room hardware B. Hardware Items: (equivalent hordware from an alternate manufacturer as listed in C below is acceptable) BUTTS: 1 - 1/2 PAIR STANLEY FBB191, 4 1/2" x 4 1/2" x US26D, NRP. EXIT DEVICE: EXIT RIM DEVICE W/ ALARM DETER MODEL NO. ECL -8010 CLOSER: CLOSERPLUS, #8501BF (® PULL SIDE), US26D. SILENCER: IVES #20. LOCKSET: BEST #93K7014C, S3, US26D. (LEVER) PRIVACY SET: BEST #93KOL14C, 53, US260. (LEVER) DOOR STOP. IVES #436, US26D. C. Hardware schedule: provide hardware, complying with project specifications, in sets according to the following schedule: Manufacturer's Abbreviations: AR ARROW PE PEMKO BE BEST SA SARGENT BU BUILDERS BRASS WORKS SC SCHLAGE IV IVES ST STANLEY MC McKINNEY U TICE 3. Installation: 2.1 Materials: A. Install each hardware item in accordance with the manufacturers instructions and recommendations Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted or otherwise finished, install each item completely, then remove and store during application of finishes. Reinstall upon completion of finishing operations. Space fasteners and anchorages as indicated or in accor- dance with industry standards. B. Mounting heights heights given are center line heights up from finish floor unless stated; heights given "number to number" indicate that all shall be of one height within limits given. (1) Bottom hinge - 10 to 13 inches. (2) Top hinge - 6 to 8 inches down from head. (3) Intermediate hinges - equally spaced. (4) Door knob - 36 to 40 -5/16 inches. (5) Deadlocks - 54 to 60 inches, except at handicap doors. (6) Door pull and push bars - 42 to 45 inches (7) Deadbolts - same as top and bottom hinges, not on face visible on display window. Section 08800 - Glazing 1. General: A. Section Includes (1) Monolithic glass. (2) Glazing sealants. (3) Glazing accessories. B. Toes of work in this section include work for (1) Storefront glass. (2) Mirrors. 2. Products A General: where safety glazing is required by governing authorities. provide certified safety gazing. B. Mirrors provide as indicated on drawings at sales and fitting rooms All exposed edges to be pofshed. C. Mirror 1/4" polished plate glass mirror electrolytically copper plated bock. Guaranteed oganst silver spoilage minimum ten (10) years. C. Storefront: Float gloss, Quality q3, unless otherwise indicated. (1) Thickness: 1/4 inch. (2) Laminated (3) Color: Clear. Installation: A. Comply with recommendations for installation 'contained in the FGMA "Glazing Manual" and "Sealant Manual" except when specifically not recommended or prohibited by the gloss or glazing material manufacturer; comply with manufacturer's recommendations. , B. Cut gloss to accurate sizes and shape; as required, allow edge clearone. and tolerances in accordance with FGMA recommendations, unless otherwise indicated. C. Cleanup: upon completion, remove all excess sealant and materials from surfaces: wash and dean all glazing D. Instollotion Materials - General Select products which have appropriate performance characterisks as recommended by glass and glazing materials manufacturers and which are compatible with all matericds with which they come into contact. Section 09100 - Metal Support Systems Port 1 - GENERAL 1.1 Summary. A. Section Includes Provide lightgoge metal framing for ceilings, walls, soffits, and wall furring where shown on drawings and scheduled to receive finish materials specified elsewhere. B. Related Sections For gypsum wallboard, see 09250. C. Substitutions: Substitute products will be considered' only under the terms and conditions of Secticn 01600. 1.2 Quality Assurance: A. Allowable tolerances: Provide framing fabricated and erected to conform with the following allowable tolerances B. Partition framing: Plumb and located within plus or minus 1/4 -inch of required locations. C. Ceiling framing Level within 1/8 -inch in 10 feet and erected so that deflection of any component does not exceed 1/360 of its span after installation of all finish materials and equipment 1.3 Delivery, Handling and Storage A. Delivery and Handling: All materials shall be delivered to the job site in their original, unopened containers or bundles. Store materials in a place providing protection from damage and exposure to the elements Containers shall bear manufacturer's name and brand. Part 2 - PRODUCTS A. Metal Studs Channel type, formed from minimum 25 gage steel with o minimum yield of 33,000 psi, conforming to ASTM C645 or A446, Grade A. Studs shall be designed to receive self - tapping screws and shell have punched opening in webs to facilitate pipe and conduit installation. Size of studs to be as indicated on the drawings. B. Provide standard related accessories, such as floor and ceiling runners, fasteners and the like, of same monufaclun as stud, as required to make complete and proper inslollation. Runners (tracks) shall be channel type of some gage as scheduled for studs and be sized for friction fit to studs. Top crock when set into relieving channel shall hove 2 inch long legs. C. Studs and runners shall have manufacturer's standard zinc protective coating or be rolled- formed from galvanized steel. D. Relieving channels shall be famed from minimum 16 gage steel meeting the requirements of ASTM A570 with a minimum yield of 3,000 psi; channels shall be unpunched type. E. Ceiling and Soffit Framing: Provide the following materials for ceiling: 1. T -bon Main Runner: 15/16" T -bar "Prelude" or approved equal; galvanized finish. 2. Tie wire: Galvanized annealed steel wire, not less than 16 -gage. 3. Hangers: Galvanized annealed steel wire; gages in accordance with SBC for weight and area of support F. "Zee" shaped Furring Channels Furring channels shall be "zee shaped, 1 inch by 2 inches by 1 inch nominal i size; channels shalt be formed from 14 gage galvanized steel. G. Screws: Products of, or as' recommended by the stud'. manufacturer. 1. Studs -to- runners: 3/8" inch Type S Pon Head. 2. Furring channels to studs: 3/8 inch Type S 12 Pon Heed. 3. Furring channels and other metal. members to structural studs 3/8 inch TEK Type screws. H. Accessories: Provide all incidental and accessory materials required for erection of framing systems, including anchors, fasteners and clips as required by referenced ASTM standards. I. Powder Driven Fasteners: Low velocity drive pins; Ramset Fastening Systems "1500 Series Drive Pin Fasteners "; minimum 9/64 inch diameter shank; length of pin shall provide minimum 1 -1/4 inch penetration in concrete or greater as detailed. Hilti, Inc. "DN Medium Duty Pins" are an approved equal 2.2 Special Features: A Wall Anchor Strips Custom fabricated donna Wecced strip for support of wolf -hung cabinets and equipment; fabricate from steel to match other framing not less than 1E -gage motered; cut flanges ors necessary for passage over framing members. Drill plot holes for self- tapping sheet metal sews. Provide in wall or partition framing system wherever well - hung cabinets and equipment ore iwWooten_ er drawings and Mere required for mounting of miscellaneous items requiring backing. Jock Studs Provide studs between bottom track and widow ad or refde sits, between Hotels and headers and top track, and elsewhere ors required for support of attached materiels gird equipment Blocking Provide blocking in haring ng for d wall mounted finish hardware and equipment, including door stops B. C. 2.3 Belot B. Al Materials A Insulation: Insulation for closing of metd deck flutes above d interior partitions and between receiving channel and top runner where partitions extend to metal deck shoe be MSG_ "Thermafber Sating Insulation", hovtng a minimum density of 4 pounds per cubic foot Acoustical Deduct Tape: Acoustical sealant tope fa underside of Boor mmner tracks ea herein specified shall be Norton "Noised Acoustical Sealant V - 738", Nedess Caporotiarr Acoustical Tape", or approved equal. Tape to be 1 inch wide by 1/4 inch thick Part 3 - EXECUTION 3.1 Inspection: A Examine supporting structure and mditions under which studs wa be Mestded_ B. Correct conditions detrkesefui to props istaidir C. Installation constitutes so .ptance of responsirity for performance- 3.2 Installation of Interior Partition Studs B. C. D. G. H. Inert A. B. C. D. E. A. General: Installation of anterior partition studs stuff be in accordance with SBC, ASTM 0754 and as specked herein. Runner Tracks Floor and ceiling rawer trades std afgned to the partition layout. Secure tracks as recommended by the stud manufacturer, fastener spacing not to exceed 24 inches on rester and within 2 nches on ends. Provide fasteners at d comers and ends of runner trades Fosters std be wooed a rininum of 3 inches from the edge of dab or corner. Secure bottom tacks to concrete with powder- driver fastens. At meta deck and at bottom of beans, fop frock shat be placed within refevkmg channels Top track shall not be secured to relieving channels stow far a niacin= of 1/2 inch movement Space anave top trade shall be filled with sating insulation at rated partitions as preeorsly specified Reliewing charnels shat be secured to metal deck with self- tapping screws spaced not to exceed 24 nines on ceder. Where partitions are paid to steel beam attach "zee shaped hri g channel to bean using powder driver fasteners Reterng channels shat be secured to "zee shaped furring enamel waft self-tapping screws, spaced not to exceed 24 inches on center. Prig to enactment of floor rimer trots at perfitaus scheduled Be receive sand insulation; apply two (2) continuous strips of specified sealant tape to bolts...' side of twee. Strips shat be placed an outside edges. Studs Set studs verticallyn runners, spaced, not to exteed t6 ' inches on ceder, unless otherwise indicated on the drawings. Use full length studs between rumba tacks, cut 1/2 inch shat of told height when partitions rim full height ond'seporate relieving channels ere used.. Friction fir skids to rarer, frocks by positioning and rotatiwg into place. Provide positive attachment to runner frocks for stints located at patR'ron cages ewwt testnG"cs erred adjreet to openings ring 3/8 inch self-topping sneers on both stud teges, alt remelting strds shat be osoeped ids pure both tap and bottom_ If compensating. flex track', is used at head, all studs skid be seared waft screws dam top using 3/8 inch self - topping screws on both stud flanges. 1. P r o v i d e double studs at each side of door or other wit openings e n d at portHesc ends Structural .studs adjacent to door and re£de openings shod be provided ado this section 2. Studs to be located adjacent to d door jambs, abutting portMion . pa comers, mite comers, ratite openings, and other Surds std be securely anchored to the jamb as hoc clips of ea door frame and relite frame by using two (2) self-topping screws or bolts per alp. Over metal door sod refits frames, a cut to length section of the miner trod with web flange bend at each end, shat be placed boraantdy and securely attached to the adjacent vertical studs A at to length stud Asst be positioned at the location of vertical joints grew the door or relite frame header entendng to the top runner. 3. Provide rough framing at openings using Rot length studs adjoce t to jambs and horizontd head and All tracks. Cut horizontal tacks to length, split', flanges and bend webs at ads for flemge overlays and screw attach to jamb studs. Install cut to length, intermediate studs between jamb studs at head. and .sit. sections at same spacing as Out length 'studs.:.: 4. Where studs comet run to underside of construction above due to equipment or ductwork, provide built -up headers consisting of nmmer hocks and studs spanning the distance_ Furnish and nsloA d required materid far dosing of metal deck flutes above all interim partitions where partitions extend to metal deck. F9 Bute opening with sprded sorra g - ^rsua*al' . 13 dation of Suspended Ca Installation of Wall Furring Channels General: Erect d components in actuate ioodias as erdlcefed, true to Erne, led and plumb and in with applicable ASTM standords referenced her., adjust supports, spas or otherwise for installation within specified tolerances. Hangers doll be scored to steel reinforcement, embedded in concrete or secured with inserts to the structure above in a manner'.., which oil develop hall hanger strength. Attachment of vertical hanger wires and horizontal restraint wires to structure shall be as detested on the drawings Provide odddimd changer wires at of tors comas of fight fixtures, at the'midapan of cross furring ad to light fixtures. and of the cut end of cross furring longer than 23 inches which abut walls Hangenrire shall be min. 12 ge galvanized soft annealed mid steel wire Controctor shall install required hangers to support cetng and any additional weight supported by the ceMng. Main runners: Mon runners shat be supported directly from hanger wires spaced not to exceed 4 feet on center. 16 gauge hangers at 4 -0" on center far man tuna, diagonal bracing at 12' -0 on cents, steel angle spacers at 8' -0" on center staggered. Provide trapeze or other supplementary support members at obstructions to maintain hanger spacing. Provide additional hangers, struts or braces as rewired at all ceiling breaks, soffits or discontinuous areas General: Metal "het" shaped furring channels shall be spaced not to exceed 24 inches on center vertically and attached with concrete stub nets, powder-driven fasteners or toggle bolts. Fosterers shell be spaced not to exceed 24 inches on center staggered on opposite flanges. Er d splices shat be provided by nesting channels not less than 8 inches sod anchoring with two (2) screws in each flange. Furring channels shall be shimmed as required to provide a plumb finished wall face. Section 09250 - Gypsum Drywall: 1. General: A. Includes necessary materials, labor and accessories for the installation of gypsum drywall where shown in the contract documents. B. Comply with the following standards (1) ASTM C36 -64A, specification for gypsum wall board. (2) ASTM C475 -61, specification for joint treatment materials for gypsum wall board. (3) ASTM C840 -49, specification for the application and finishing of gypsum wall board. C. Store materials inside under cover and keep them dry and protected against damage from weather, construction traffic and other causes. Neatly stack gypsum boards flat to prevent sagging. 2. Products: 3. A. Gypsum wall board: tapered edge sheet conforming to ASTM C36, 5/8" thickness unless noted otherwise. Use type "W /R, conforming to ASTM C38, where required by code and at oil toilet rooms and behind all ce- ramic tile and masonry veneer, unless noted otherwise. B. Joint reinforcing tape, adhesive, and metal comer reinforcement: standard products recommended by the manufacturer of the gypsum wall board used in the work. C. Fosterers: self - drill ;lag, self- tapping, countersunk bugle head drywall screws, for attachment of wallboard to wood studs. D. Beadex !rim is specified ors a standard for approval. Provide galvanized steel laminated with paper trim designed for concealed metal and for application without mechanical fastening. Use Beadex Nu. B -1" far outside corners Provide right angle trim with paper surface to receive cement. Use Beadex "No. B -4° for exposed edges. Provide L- shaped trim with paper surface to receive cement: size to suit wolf board thickness. E For edges abutting dissimilar materials: Beadex "Premask B -4," or approved. Provide L- shaped trim with paper surface to receive cement and factory applied masking size to suit wall board thickness. F. For control 'pints U.S. Gypsum "No. 093 or approved. Provide roll- formed zinc trim with tape - protected 1/4" opening, 7/18" deep. Installation: A Install wall board in maximum -size panels At fire rated walls and ceilings, attach to framing per drawing details. Elsewhere (typically), attach to wall framing members with long edges vertical, using 1 -1/2" long screw fasteners a maximum of 12" Ac. in the field and r a.c. on the edges over framing members. Support all edges with naming or blocking. Attach to ceiling and soffits with long edges perpendicular to supports; position ends over supports and stagger in adjacent rows, use 1 -1/2" long screws at 12" o.c. in the field and 8" o.c. along edges supported on framing members. B. I Contractor shall provide and locate access panels as required after installation of mechanical ducts, plumbing, and electrical work, fire rated if required. C Provide blocking behind all signs, fixtures, etc., where indicated or required. D. ',Extend all'soffit framing to structure above, diagonally brace as necessary or required. Ceiling' seismic bracing. provide framing for suspended ceilings with seismic bracing in accordance with re- quirements of applicable codes and es shown on drawings. Use acoustical sealant around all pipes, ducts, conduits, outlets, switches, etc., on both sides of crossing /penetrating walls with thermal or acoustic insulation. Penetrations of fire -rated walls shall be protected by applicable Bee -rated assemblies G. Finish according to the referenced standards. Smooth finish throughout, unless noted otherwise. K. Installation of drywall trim accessories: (1) General: where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. (2) Install corner beods al external comers. (3) Install metal edge trim whenever edge of gypsum board would otherwise be exposed or semi - exposed, and except where plastic trim is indicated. Provide type with face flange to receive joint compound except where "U" bead (semi- finishing type) is. indicated z o CANC L ED NBBJ 111 South Jackson Street • Seattle. Washington 98104 (2061 223 -5555 Fax (206) 621 -2305 Sheet Title Used hAsher A LANDLORD COMMENTS 2/22/00 ADDENDUM #1 2/1/00 BID SET 1/25/00 PERMIT SET 1/25/00 LANDLORD SET 1/25/00 LANDLORD PRELIMINARY 1 /4/00 Number Dole By Desuption of Reohiom SPECIFICATIONS Scde NO SCALE D Stirred NBBJ Dote 1/4/00 Approved By rtscS:nu DENNl.5 C. FOTS':TH STATE OF V,A;Hr15 CN STORE *2109 Drawn JCL clac#ed, GAR lob hAsher 41048.15 J - < U > cc CO LLJ ne J I C Z COO W 0 C 1 W 0 CD � aCO 1— c BID SET PERMIT / L. Finishing drywall: (1) General: apply joint treatment at gypsum board pints (both directions); flanges of corner bead, edge 1. trim, and control joints penetrations; fastener heads, surface defects and elsewhere as required to prepare work for decoration. (2) Finish interior gypsum wallboard by applying the following joint compounds in 3 coats. Sand between cools and after last coat: (a) Embedding and first coot: ready -mix drying -type toping compound. (b) Fill (second) coat: reedy -mix drying -type topping compound. (c) Finish (third) coal ready -mix drying -type topping compound. Section 09900 - Painting 1. General: A. Description: provide paint finishes for building and other surfaces as scheduled on drawings. No paint finish is required on items hoeing complete factory finish, ceiling tiles and walls conceded by merchandise fixtures, except as specified hereto. Paint grilles and diffusers to match adacent surfaces. No painting is required for insulated piping. 8. Storage: store in dry, clean, well ventilated picas in a manner to prevent damage or fire, and in closed contain- ers. Remove empty containers and paint- soiled or oily rags from the site at the end of each days work. C Environmental Conditions: apply no paint in rain, fog, or mist when the temperature is below 45 E. Ensure proper ventilation during all interior pointing. D. Hardware: ensure that hardware is removed before pointing is started and replaced only when point finishes are thoroughly dry. Fitting, removal, and reinstallation of finish hardware is specified in finish carpentry and millwork sections. E. Coats the number of coats specified is the minimum number acceptable. If full, even coverage is not obtained with the specified number of coats, apply - -at no extra cost - -such coots as are necessary to produce the required finish, as approved by the Owner. F. Maintenance Materials: in addition to materiels required for completion of the work, furnish one (1) gallon of each color and /or material of finish required for wall finish and one (1) quart of each color and /or finish used on other surfaces. Deliver to Owner prior to acceptance of the work and store where directed. G. Protection: protect floor and all adjacent surfaces from paint sheers, spotters, or droppings. Use drop cloths to protect floors. Cover fixtures and remove hardware not to be painted. Mask off areas where required. 2. Products: A. Except os otherwise specified herein, or specifically approved by the Architect in writing, the following manu- facturers comply with specification requirements: (1) Glidden - PVA Primer 5019 Devoe - Ynyf Pigmented Primer Sealer 8014 Moore - Moore's Quick Dry Primer Seal Pratt & Lambert - P & L Wipe* Wall Primer Sherwin - Williams - S & W Profession Coatings Pittsburgh (PPG) - PPG Quick Drying Emulsion Sealer (2) Drywall Surfoces and Soffits- 2nd & 3rd coats Finish coot: use finish as noted on schedule. (3) Concrete Pointing o) Base cook use finish os noted on schedule b) Top coot: use finish as noted on schedule. (0) Abrade top coat lightly with metal mesh on random orbital sander to reveal base color below. (d) Finish with dear matte sealer. (4) Painted Woodwork o) One coat wood primer. b) Two finish coots: use finish as noted on schedule. (5) 3. Installation: A. Condition of Surfaces: all surfaces to receive paint shall be clean, dry, smooth, and dust free before application of any material. Prepare surfaces as follows: (1) Wood: sand, smooth, and remove dust. Fill open pints, cracks, soil holes, and other pits or depressions flush and smoothwith putty of wood dough after priming. Color putty to match finish paint cool. Touch -up knots or sap streaks with shellac or the approved sealer before priming. (2) Concrete and Masonry. remove all foreign matter, efflorescence and encrustations. Use a stiff fiber brush to remove loose particles. Fill all depressions and remove 511 fins and projections not inherent in the base material Ferrous Metal remove all foreign matter. Touch -up abrasions Aft ferrous metal primer. Galvanized Metal: remove all foreign matter and clean entire surface with mineral spirits. Pre -treat with phosphoric acid etch or vinyl wash. Apply primer the some day as pre- treotment is applied. Gypsum Board: remove all foreign matter. Fill all pits flush and smooth with spackle. Ornamental Metal Stair Railings: free from rust and All scale, per SSPC SP -3. t4 ) 5 (2) ( 4 ; (5) (6) (7) ( ( (10) (11) Drywall Surfaces and Soffits - Primers: Miscellaneous metal surfaces (all miscellaneous ferrous metal, hollow metal doors and frames): (a) On shop applied primer: touch up marks, scratched and abraded spots with primer to match original or with a primer mode by the manufacturer of the paint used for subsequent coats: (b) On all ferrous metal not shop primed (except galvanized iron and steel): One coat of primer made by the manufacturer of point used for sobceasent coats. (0) Second coat: as noted on finish schedule. Priming: (1) Wood: before installation, prime and back prime all items partially or completely concealed in the finish work. Use factory mixed primer. For wood having a stained or transparent finish, use 4 lb. cut shellac. 2 Gypsum Wall Board or Plaster Board: prime all new board. 3) Galvanized Metal: prime all surfaces, except where to be embedded in concrete, masonry, or roofing; allow to dry before installation. Pointing: (1) Apply material evenly, free from sags, runs, crawls, holidays, or defects. Mix to proper consistency. Brush out smooth, leaving minimum of brush marks, enamel, and varnish uniformly applied. Apply paint by brushes, roller, or spray. Allow each coot to thoroughly dry before succeeding coat application for oil paints Finish all four (4) edges of doors with the same number and kind of coatings as specified for their main surfaces. Wnere opening into rooms having different finishes, finish door edges as directed. Gypsum Wall Board or Plaster Board: ceilings to be painted with latex product specifically manufactured or prepared for the material and surfaces; prime coat and two (2) finish coots, flat Gypsum Wall Board or Plaster Board: all wall surfaces not concealed by fixtures to be pointed with an alkyd point product; prime coot and two (2) finish coots, eggshell. Wood (painted): paint with one (1) coot enamel undercooter; second coat: split coat of enamel . undercoater and semi -gloss enamel; third coat: semi -gloss enamel. Wood (transparent finish): to match Architect's sample. Ferrous metals: first coat zinc chromate (only if shop primed); second and third coats semi -gloss enamel. Ornamental Metal Stair Railings: Apply electrostofic finish to steel portions of railing prior to installing aluminum roiling cap. Upon completion, remove all rubbish caused by this trade: spots from floors, glass, and other surfaces. Leave premises in a clean and orderly condition. 1. Section 09990 - Adhesives General: A. Furnish all necessary materials labor, and equipment for the complete application of adhesives for laminated plastic products and various finishes per manufacturer's recommendations. 2. Products: A. Unibond General Adhesive, Telephone Stec, Inc. (206) 941 -3910. B. 3M Double Sided V.H.B. tape. Telephone: Sloe, Inc. (206) 941 -3910; confirm with Architect. 3. Installation: A. Brush, roller coot, or spray separately both surfaces allow to dry. B. Bond both surfaces together. C. Trim excess finish material. D. Clean up an s adhesive off laminated plastic fmish sing maaturers recommended solvent. material to check exces for damage or discoloration prior io dea -up of nuf adh E. Install all- adhesives per manufacturers recommendations. Section 10520 - Fire Extinguishers General: Test on A. Provide and install fee extinguishers and cobinets as indicated on drawings and as required by code. Prior to installation of cabinets and fire extinguisher, the Contractor shall verify locations with the governing authorities. 2. Products A. Extinguishers U.L labeled unit, ten (10) pound capacity, enameled steel container with pressure - indicating gouge, for ciasses A, B, and C fires 3. Installation: A. Install cabinets or wall- mounted hooks as indicated, at locations shown, neatly fitting to finish surfaces. Maintain fire- rating of walls, where required, by applying gypsum wall board to concealed surfaces of cabinets. Place fully charged extinguishers in cobinets prior to occupancy. Section 10672 - Storage and Shelving Systems 1. Provide and install wall- mounted shelving at stockroom as required by owner: A. 24" KV 180 shelf standard and 8" KV shelf brackets . �'.. B. Particle board shelving with eased edge as shown on drawings. (Shelving must be of non - combustible materials in accordance with By requirements) Section 10800 - Toilet .Room Accessories General: A. Accessory Items: Items of work covered herein shall be models: as listed below and manufactured by Bobrick Washroom Equipment, Inc., or other opproved units by ASI or Bradley. Provide wall reinforcement end .solid wood blocking at all wall.. mounted accessories. 2. Products: A. Grob Bars: B -6206 a length indicated. All mounting shall be concealed '. B. Mirrors B -165, 24x36 and /or B -294, 2406, as required by Accessibility Code. C. Surface - Mounted Toilet. Seat Cover Dispenser: B -221 (if required by code). 0. Surface - Mounted Toilet Tissue Dispensers: B -273. E. Utility Shelf with Mop and Broom Holders: B -224 x 36. F. Fasteners Provide theft -proof type. G. Sink P -Trap and Supply Insulation: Wheelchair accessible sink P-Trop, and arms, hot and cold water supply and angle valves to be insulated with Brocar Trap Wrap insulation kit Model No. 5008 -W, white. Provide accessories for a complete installation. T- (800)827 -1207. P -Trap assembly shall hove foam insert covered with vinyl outer shell. Angle stop covers shall have Flip Top access to allow, easy '. emergency shut off. Install' per manufacturers recommendations. Section 10999 - Miscellaneous Accessories A. Fit Room Coat Hooks #1719A5 Dull Chrome Finish as manufactured by McMaster - Carr Supply Co. \)2.000 — D CANCELLED NBBJ 11) South Jackson Street Seottie. Washington 98104 (206) 2.23 -5555 Fax 1206) 621 -2305 7\ LANDLORD COMMENTS 2722/00 ADDENDUM #1 2/1/00 BID SET 1/25/00 PERMIT SET 1/25/00 LANDLORD SET 1/25.00 _ LANDLORD PRELIMINARY 1/4/00 hkxrber Dote By Description of Revisions Sheet Title SPECIFICATIONS Sods NO SCALE oeigsed NBBJ Dote 1/4/00 Approved By Sheet Nxrber CITY OF TUKWIL.A. PERMIT CE DE^RJIS C. FORSYTH STATE OF 'IIR H'lifGTON L STORE #2109 PERMIT / Bid S Ikawn JCL checked GAR Joh Nbni. 41048.15 EXISTING 2" C. 4 #3/0 EXISTING LANDLORD SWITCHBOARD 120/2085, 3PH. VERIFY 200A DISCONNECT, AND ALL REQUIREMENTS. P 200A RISER DIAGRAM E1 NO SCALE LANDLORD'S ELECTRICAL ROOM LEASE LINE EXISTING 2" C. 4 #3/0 TENANT SPACE TIMECLOCK L -41� EXIIN G. PAN . L . POWER PLAN 1/4" = 1' — SE NOTE: ELECTRICAL CONTRACTOR SHALL VISIT SITE, NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO BID. EXISTING EQUIPMENT TO BE REUSED WILL BE REQUIRED TO SATISFY THE REQUIREMENTS OF THE CURRENT NEC WITH REGARDING TO RATING, IDENTIFICATION, USE, WIRE BENDING SPACE, ETC. AS IF THEY WERE NEW. SPECIFIC - ELECTRICAL NOTES CANCELLED GENERAL NOTES A. FOR ALL DEVICE LOCATIONS, AND CONDUIT ROUTING. COORDINATE WITH ARCHITECTURAL PLAN. B_ X - EXISTING TO REMAIN. K' EXISTING PLYWOOD BACKBOARD FOR PHONE EQUIPMENT. 2 EXISTING CASHWRAP - DEVICES AND CASELIGHTING TO REMAIN AS IS. 3 PROVIDE IN FLOOR JUNCTION BOX FOR CONNECTION OF SECURITY SYSTEM. \✓ SECURITY SYSTEM TO BE SENSORMATIC IN FLOOR. VERIFY ALL REQUIREMENTS PERTAINING TO TRENCHING AND LOCATION WITH SECURITY SYSTEM SUPPLIER PRIOR TO INSTALLATION. ELECTR:CAL. CONTRACTOR TO PULL POWER TO FLOOR BOX. FINAL CONNECTION BY OTHERS. O EXISTING SMOKE DUCT DETECTORS (OAR) TO REMAIN. O RELOCATE /REUSE DUPLEX RECEPTACLE DIRECTLY ABOVE STOREFRONT WINDOW PER N.E.C. ARTICLE 210 -62. 1 > COORDINATE ROUTING OF CONDUIT, CUTTING AND PATCHING OF FLOOR WITH OWNER. PATCH TO MATCH EXISTING FLOOR. PROVIDE PULL STRING IN CONDUIT. O 7 EXISTING 208 VOLT. 3PH 26 FLA CONDENSING UNIT (CU -1) . VERIFY EXISTING 60A /3P DISCONNECT SWITCH FUSED WITH 3 -40A FUSES. <C > EXISTING 208 VOLT, 3PH 5 FLA AIR HANDLING UNIT OAHU -1) . ELECTRICAL CONTRACTOR VERIFY 30A /3P DISCONNECT SWITCH FUSED WITH 3 -10A FUSES. O E.C. SHALL PROVIDE AND INSTALL A COMPLETE SERVICE DOOR BUZZER SYSTEM TO RING IN STOCKROOM. 24V PUSHBUTTON. EDWARDS #620 WEATHERPROOF WITH STAINLESS STEEL COVER, NO. 147 ENGRAVED "SERVICE BELL" MTD. AT 54" AFF. SERVICE BUZZER IS EDWARDS 24V NO. 115-165 WITH #592 SIGNAL TRANSFORMER. % NOT USED ll SERVICE DOOR CALL BUZZER MOUNTED IN CEILING. 2O D 7Le NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621-2300 TE::VJIW Sheet Number NIMMEMA DUNHAM ASSOCIATES -■•v ••••■■■........ 9200 N°rm°ndale Blvd., 500 Moap eslls, MN 5543] -1(1-10 60 n°.. CONSULTING r <elz) aza -1400 ENGINEERS F °•- ( si z 9zo n90 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROF,E,SSI13NAIT ENGINEER UNDER THE LAWS OF THE STATE;. OF - = =.A STTI9GTON -i9 -OC PEG. 1 ,'ct' 2885E STORE NO • MECHANICAL ELECTRICAL STRUCTURAL Q LLJ Lv LLJ U C.) Q CL D V 2 -18 -00 CN LANDLORD COMMENTS CN ADDENDUM # Number Date By Description of Revision Sheet Title ELECTRICAL SCHEDULES AND POWER PLAN Scale 1/4" = 1' -0" De& CN DmenCN Date 12 -21 -99 Checked N M Approved By Job Number 9973037 El H L -23 ❑ L - 27 V v V 0 0 O 0 0 0 0 0 GENERAL NOTES A. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. CIRCUIT IDENTIFICATION M : LIGHT FIXTURE TYPE L 4A PANEL at CIRCUIT NUMBER SWITCH CONTROL ELECTRICAL NOTES O LIGHT FIXTURE ON NIGHT LIGHTING CIRCUIT. e REUSE /RELOCATE EXISTING EXIT /EMERGENCY LIGHTING. OO REUSE /RELOCATE 4 -PLEX RECEPTACLE, FOR PLUG AND CORD CONNECTION OF (3 OR 4) LIGHT FIXTURES, TYPICAL, WHERE INDICATED ON PLAN. REUSE EXISTING CIRCUITS. C ) EXISTING TV MONITOR BRACKETS TO REMAIN. <5� EXISTING TV MONITOR AND CIRCUITRY TO REMAIN. <5> EXISTING SPEAKERS TO REMAIN AS IS CJ EXISTING FIXTURES IN WALL DISPLAY CASE TO REMAIN. AS IS. H L -23 ❑ Aj) V V V Pte) ❑ -18 L -23 SYMBOL L 6® AL) d V V V V, H L' L -23 ❑ O l -6 ❑ L - H 23 EXISTING LIGHT FIXTURE SCHEDULE (ELEMENTS TO REMAIN) FIXTURE L 6 0 V I'''7 H 1 - . K r t fi 0 L 8� O z rig H O ❑ L .23 - - (' H 21 E_ L -r❑ O 0 0 0 0 AA A A AA A_(6) L -7 ❑L =2, LIGHTING PLAN 1/4" = 1 . -C O O O PER H L =21❑ ) SPECFX'ATION a --4-1 a ❑ - L -34 i4) /" n �J L -2i L 7i ❑ L - 21 #H ❑ L -8 A/6 AD 0 0 =27 ' AA AA AA AR) L -7 0 A( ) V 5 L -8 WATTAGE QUANTITY Ate) AAjO) L -3 L -1 V__SLSZ. vv v v ®L - 6 H L -8 ❑ RNISH H �'I L -S-' H —8❑ • C O L -6 C1� I. -1 41) 6 A A A L L, A L A A L -3 L -1 H HEIGHT A.F.F. L -2 O1 6 dE OCK REMARKS NEW LIGHT FIXTURE SCHEDULE SYMBOL NOTES: FIXTURE SPECIFICATION A. ALL CAN LIGHTING TO BE SUSPENDED FROM STRUCTURE AT 11'-3" A.F.F.; PENDANT SOCKETS WILL BE SUSPENDED BELOW CEILING GRID AT RANDOM HEIGHTS NOT LESS THAN 8' -6" A.F.F. B. CEILING MOUNTED GALVANIZED 4 -PLEX AND J -BOX MOUNTED ON RIGID. CONDUIT AT 12' -0" A.F.F. ALL CONDUIT TO BE ADDITIONALLY SUPPORTED TO COMPLY WITH 1996 N.E.C. SECTION 370 -23. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS. ALL DOWNLIGHTS TO BE CENTERED OVER OPENINGS IN WIRE CEILING GRID. C. D. WATTAGE QUANTITY FlNISH. HEIGHT A.F.F. E. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL PRE - GALVANIZED UNISTRUT CHANNELS AND CONNECTORS AS REQUIRED FOR ALL HANGING LIGHT FIXTURES. F. VERIFY EXISTING EXIT LIGHTS ARE WITH BATTERY .BACK -UP. PROVIDE NEW EXIT LIGHT WITH BATTERY BACK -UP IF EXISTING DOES NOT HAVE BATTERY BACK -UP. G. REUSE EXISTING BACK AREA FIXTURES. EXIT, AND EMERGENCY FIXTURES WHERE POSSIBLE. IF NOT POSSIBLE TO REUSE, CONTRACTOR TO PROVIDE NEW FIXTURES OF EQUIVALENT FUNCTION AND QUALITY. REMARKS EXISTING IJ -BOX FOR CONNECTION TO SIGN LIGHTING CANCELL NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFE INTER UNDER THE LAWS OF THE ST•✓ 1JEUi . ,<AS' TON DATE: DUNHAM ELECTRICAL ASSOCIATES STRUCTURAL ��� 8200 No�mandele Blvd., Suite 500 Mtnneapolie. AIN 5543) -1060 CO NSU LTING pi,one z I4oc ENGINEERS Fax. (6, (Bi z ) azo -z tao 20(V0762 2 -78 -00 CN LANDLORD COMMENTS I CN ADDENDUM #1 Number Date By Description of Revisions Sheet Title LIGHTING PLAN s.1.1/4" = 1' -0" Designed CN Din CN Date 12 - 21 - Checked Approved By Job Number 9973037 Sheet Number OFTUIM ILA PERMI CENTER E-2 OS "( LJJ CD c) CL O� 1 FT X 4 FT SURFACE MOUNT LTRHONIA WA?40, 32 WATT LAMP 32 1 WHNE 8' -0" EXIST. TO REMAIN I I I. STANDARD INDUSTRIAL 14, CHAIN SUSPENDED UiflAMM4. - L240, 32 WATT LAMP 32 2 WHITE 10' -0" EXIST. TO REMAIN ° I LONG STEM MONOPOINT; MR -16 WALL MOUNT SOCKET �.. PER CONIRA.CTGR PORCELAIN SOCKET ON SURFACE MID J- BOX', (W /8' MA. EWCALUME FLOUR. LAMP) 22 4 WHITE PORCELAIN 6'-8" 'U.N.O.ON'ELEVATION EXIST. TO REMAIN '.. ® EXIT LIGHT PER CONTRACTOR REUSE EXISTING IF. POSSIBLE 20 F. F. CLEAR REFLECTOR WHITE 10'-0" EXIST. TO REMAIN M WALL MOUNT SOCKET PER CONTRACTOR PoPoEIAIN SOCKET ON SURFACE M@ J @9X' (W /SILVERBALL CLEAR A -LAMP 30W) 25 32 WHITE PORCELAIN PER ELEVATIONS EXIST TO REMAIN 0 PENDANT SOCKET :. PER CONTRACTOR : SOCKET ON EXTENSION CORD 0//VARIED CLEAR A -LAMPS F.0.10 5 90 WHITE PORCELAIN VARIES, VARIES BETWEEN EXIST: TO REMAIN REMOVE UNUSED ONES TO MONITOR F.A I C. _ N BRACKET MOUNTED TO UNISTRUT - - 9 -O" RELOCATE JUST BELOW HONEYCOMB PANEL ® STEREO SPEAKER,. F.O.IC.. - - - - - CHAIN MTD FROM GRID ®t 10' -0" AFF EXIST. TO REMAIN H L -23 ❑ L - 27 V v V 0 0 O 0 0 0 0 0 GENERAL NOTES A. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. CIRCUIT IDENTIFICATION M : LIGHT FIXTURE TYPE L 4A PANEL at CIRCUIT NUMBER SWITCH CONTROL ELECTRICAL NOTES O LIGHT FIXTURE ON NIGHT LIGHTING CIRCUIT. e REUSE /RELOCATE EXISTING EXIT /EMERGENCY LIGHTING. OO REUSE /RELOCATE 4 -PLEX RECEPTACLE, FOR PLUG AND CORD CONNECTION OF (3 OR 4) LIGHT FIXTURES, TYPICAL, WHERE INDICATED ON PLAN. REUSE EXISTING CIRCUITS. C ) EXISTING TV MONITOR BRACKETS TO REMAIN. <5� EXISTING TV MONITOR AND CIRCUITRY TO REMAIN. <5> EXISTING SPEAKERS TO REMAIN AS IS CJ EXISTING FIXTURES IN WALL DISPLAY CASE TO REMAIN. AS IS. H L -23 ❑ Aj) V V V Pte) ❑ -18 L -23 SYMBOL L 6® AL) d V V V V, H L' L -23 ❑ O l -6 ❑ L - H 23 EXISTING LIGHT FIXTURE SCHEDULE (ELEMENTS TO REMAIN) FIXTURE L 6 0 V I'''7 H 1 - . K r t fi 0 L 8� O z rig H O ❑ L .23 - - (' H 21 E_ L -r❑ O 0 0 0 0 AA A A AA A_(6) L -7 ❑L =2, LIGHTING PLAN 1/4" = 1 . -C O O O PER H L =21❑ ) SPECFX'ATION a --4-1 a ❑ - L -34 i4) /" n �J L -2i L 7i ❑ L - 21 #H ❑ L -8 A/6 AD 0 0 =27 ' AA AA AA AR) L -7 0 A( ) V 5 L -8 WATTAGE QUANTITY Ate) AAjO) L -3 L -1 V__SLSZ. vv v v ®L - 6 H L -8 ❑ RNISH H �'I L -S-' H —8❑ • C O L -6 C1� I. -1 41) 6 A A A L L, A L A A L -3 L -1 H HEIGHT A.F.F. L -2 O1 6 dE OCK REMARKS NEW LIGHT FIXTURE SCHEDULE SYMBOL NOTES: FIXTURE SPECIFICATION A. ALL CAN LIGHTING TO BE SUSPENDED FROM STRUCTURE AT 11'-3" A.F.F.; PENDANT SOCKETS WILL BE SUSPENDED BELOW CEILING GRID AT RANDOM HEIGHTS NOT LESS THAN 8' -6" A.F.F. B. CEILING MOUNTED GALVANIZED 4 -PLEX AND J -BOX MOUNTED ON RIGID. CONDUIT AT 12' -0" A.F.F. ALL CONDUIT TO BE ADDITIONALLY SUPPORTED TO COMPLY WITH 1996 N.E.C. SECTION 370 -23. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS. ALL DOWNLIGHTS TO BE CENTERED OVER OPENINGS IN WIRE CEILING GRID. C. D. WATTAGE QUANTITY FlNISH. HEIGHT A.F.F. E. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL PRE - GALVANIZED UNISTRUT CHANNELS AND CONNECTORS AS REQUIRED FOR ALL HANGING LIGHT FIXTURES. F. VERIFY EXISTING EXIT LIGHTS ARE WITH BATTERY .BACK -UP. PROVIDE NEW EXIT LIGHT WITH BATTERY BACK -UP IF EXISTING DOES NOT HAVE BATTERY BACK -UP. G. REUSE EXISTING BACK AREA FIXTURES. EXIT, AND EMERGENCY FIXTURES WHERE POSSIBLE. IF NOT POSSIBLE TO REUSE, CONTRACTOR TO PROVIDE NEW FIXTURES OF EQUIVALENT FUNCTION AND QUALITY. REMARKS EXISTING IJ -BOX FOR CONNECTION TO SIGN LIGHTING CANCELL NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFE INTER UNDER THE LAWS OF THE ST•✓ 1JEUi . ,<AS' TON DATE: DUNHAM ELECTRICAL ASSOCIATES STRUCTURAL ��� 8200 No�mandele Blvd., Suite 500 Mtnneapolie. AIN 5543) -1060 CO NSU LTING pi,one z I4oc ENGINEERS Fax. (6, (Bi z ) azo -z tao 20(V0762 2 -78 -00 CN LANDLORD COMMENTS I CN ADDENDUM #1 Number Date By Description of Revisions Sheet Title LIGHTING PLAN s.1.1/4" = 1' -0" Designed CN Din CN Date 12 - 21 - Checked Approved By Job Number 9973037 Sheet Number OFTUIM ILA PERMI CENTER E-2 OS "( LJJ CD c) CL O� UGHT TRACK; PENDANT MID JUNO, F.G.I.C. ONE VOLTAGE TRACK SYSTEM _ - 120 FT BLACK 11'-1" NEW TRACK D TRACK LIGHT JUNO, F.O.I.C. JUNO V689 75W PAR 30 75 90 BLACK 10' -7" NEW TRACK HEADS ( g LONG STEM MONOPOINT; MR -16 ALFA ERIC. ALFA 99736 -75 75 4 METALLIC 8-6" NEW DISPLAY LIGHT '.. . FLOURESCENT DOWNUGHT; CHAIN SUSPENDED JUNO, ERIC. JUNO C18- 126/32E- 237C -WH 32 20 F. F. CLEAR REFLECTOR 11' -3" NEW LIGHT 0 .. METAL HALIDE DOWNLIGHT; CHAIN SUSPENDED.. JUNG, f.O.L C.. JUNG MB- 100- 8800C- WH /HB26 100 36 FACTORY FINISH it' -3" ®SALES 11' -9" ABOVE CASHWRAP NEW LIGHT H L -23 ❑ L - 27 V v V 0 0 O 0 0 0 0 0 GENERAL NOTES A. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. CIRCUIT IDENTIFICATION M : LIGHT FIXTURE TYPE L 4A PANEL at CIRCUIT NUMBER SWITCH CONTROL ELECTRICAL NOTES O LIGHT FIXTURE ON NIGHT LIGHTING CIRCUIT. e REUSE /RELOCATE EXISTING EXIT /EMERGENCY LIGHTING. OO REUSE /RELOCATE 4 -PLEX RECEPTACLE, FOR PLUG AND CORD CONNECTION OF (3 OR 4) LIGHT FIXTURES, TYPICAL, WHERE INDICATED ON PLAN. REUSE EXISTING CIRCUITS. C ) EXISTING TV MONITOR BRACKETS TO REMAIN. <5� EXISTING TV MONITOR AND CIRCUITRY TO REMAIN. <5> EXISTING SPEAKERS TO REMAIN AS IS CJ EXISTING FIXTURES IN WALL DISPLAY CASE TO REMAIN. AS IS. H L -23 ❑ Aj) V V V Pte) ❑ -18 L -23 SYMBOL L 6® AL) d V V V V, H L' L -23 ❑ O l -6 ❑ L - H 23 EXISTING LIGHT FIXTURE SCHEDULE (ELEMENTS TO REMAIN) FIXTURE L 6 0 V I'''7 H 1 - . K r t fi 0 L 8� O z rig H O ❑ L .23 - - (' H 21 E_ L -r❑ O 0 0 0 0 AA A A AA A_(6) L -7 ❑L =2, LIGHTING PLAN 1/4" = 1 . -C O O O PER H L =21❑ ) SPECFX'ATION a --4-1 a ❑ - L -34 i4) /" n �J L -2i L 7i ❑ L - 21 #H ❑ L -8 A/6 AD 0 0 =27 ' AA AA AA AR) L -7 0 A( ) V 5 L -8 WATTAGE QUANTITY Ate) AAjO) L -3 L -1 V__SLSZ. vv v v ®L - 6 H L -8 ❑ RNISH H �'I L -S-' H —8❑ • C O L -6 C1� I. -1 41) 6 A A A L L, A L A A L -3 L -1 H HEIGHT A.F.F. L -2 O1 6 dE OCK REMARKS NEW LIGHT FIXTURE SCHEDULE SYMBOL NOTES: FIXTURE SPECIFICATION A. ALL CAN LIGHTING TO BE SUSPENDED FROM STRUCTURE AT 11'-3" A.F.F.; PENDANT SOCKETS WILL BE SUSPENDED BELOW CEILING GRID AT RANDOM HEIGHTS NOT LESS THAN 8' -6" A.F.F. B. CEILING MOUNTED GALVANIZED 4 -PLEX AND J -BOX MOUNTED ON RIGID. CONDUIT AT 12' -0" A.F.F. ALL CONDUIT TO BE ADDITIONALLY SUPPORTED TO COMPLY WITH 1996 N.E.C. SECTION 370 -23. CENTER EXIT LIGHTS ON THEIR CORRESPONDING DOORS. ALL DOWNLIGHTS TO BE CENTERED OVER OPENINGS IN WIRE CEILING GRID. C. D. WATTAGE QUANTITY FlNISH. HEIGHT A.F.F. E. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL PRE - GALVANIZED UNISTRUT CHANNELS AND CONNECTORS AS REQUIRED FOR ALL HANGING LIGHT FIXTURES. F. VERIFY EXISTING EXIT LIGHTS ARE WITH BATTERY .BACK -UP. PROVIDE NEW EXIT LIGHT WITH BATTERY BACK -UP IF EXISTING DOES NOT HAVE BATTERY BACK -UP. G. REUSE EXISTING BACK AREA FIXTURES. EXIT, AND EMERGENCY FIXTURES WHERE POSSIBLE. IF NOT POSSIBLE TO REUSE, CONTRACTOR TO PROVIDE NEW FIXTURES OF EQUIVALENT FUNCTION AND QUALITY. REMARKS EXISTING IJ -BOX FOR CONNECTION TO SIGN LIGHTING CANCELL NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFE INTER UNDER THE LAWS OF THE ST•✓ 1JEUi . ,<AS' TON DATE: DUNHAM ELECTRICAL ASSOCIATES STRUCTURAL ��� 8200 No�mandele Blvd., Suite 500 Mtnneapolie. AIN 5543) -1060 CO NSU LTING pi,one z I4oc ENGINEERS Fax. (6, (Bi z ) azo -z tao 20(V0762 2 -78 -00 CN LANDLORD COMMENTS I CN ADDENDUM #1 Number Date By Description of Revisions Sheet Title LIGHTING PLAN s.1.1/4" = 1' -0" Designed CN Din CN Date 12 - 21 - Checked Approved By Job Number 9973037 Sheet Number OFTUIM ILA PERMI CENTER E-2 OS "( LJJ CD c) CL O� GENERAL ELECTRICAL SPECIFICATIONS T. THE "GENERAL commons dF THE COutivac CURRENT EOM. PUBLISHED IH 23. ALL ELECTRICAL EQUIPMENT SHALL BE SPECIFICATION GRADE AND UL APPROVED, UNLESS SPECIFIED OTHERWISE. 24. WIRING DEVICES SHALL MEET NEMA PERFORMANCE STANDARDS WE -1 1965. MINIMUM SIZE • OF OUTLET BOXES SHALL BE 4" TRADE. 25. ALL CONDUCTORS SHALL BE COPPER, 600V -THW, THHN, THWN, OR XHHW; #12 MINIMUM SIZE. ALUMINUM WIRE SHALL NOT BE PERMITTED. 26. ALL ELECTRICAL WIRING MUST BE IN CONDUIT (NO ROMEX, DX, ETC... IS PERMITTED). 27. NO CONDUITS TO ,RUN IN OR BE SUPPORTED BY DUCTWORK. A PULL WIRE SHALL BE INSTALLED IN ALL EMPTY CONDUITS. 28. ALL CONDUITS THROUGH ROOF SHALL PENETRATE ROOF USING PROPER APPROVED FLASHING. 29. FLEXIBLE CONDUIT CAN ONLY BE USED FOR SHORT FINAL CONNECTIONS TO INTERIOR LIGHTING FIXTURES AND EQUIPMENT. 30. ALL ELECTRICAL EQUIPMENT AND CONDUIT EXPOSED TO WEATHER SHALL BE WEATHERPROOF'. 31. FUSES SHALL BE BUSSMANN "LOW -PEAK' DUAL ELEMENT, CLASS RK1. 32. PROVIDE TYPEWRITTEN INDEX CARDS FOR ALL PANELS. KEY PANEL DOOR LOCK TO MASTER KEY FOR SHOPPING CENTER. 33. PROVIDE ALL ELECTRICAL PANELS, DISCONNECT SWITCHES AND TIME CLOCKS WITH 1/2" LAMINATED PLASTIC NAMEPLATE 34. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF CEILING CONSTRUCTION BEFORE INSTALLING LIGHT FIXTURES 35. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS AMONG THE PHASES OF THE SYSTEM ACCORDING TO N.E.C. OR MALL REQUIREMENTS, AND PROVIDE A REPORT OF LOAD BALANCING TO MALL OPERATIONS MANAGER. 36. ALL PANELBOARDS AND CIRCUIT BREAKERS SHALL HAVE AN A.I.C. RATING NOT LESS THAN THE A.I.C. RATING SHOWN ON DRAWINGS BUT GREATER THAN THE FAULT CURRENT VALUE AT THE POINT OF APPLICATION. ALL BREAKERS SHALL BE BOLT -ON TYPE. 37. CIRCUIT BREAKERS USED FOR LIGHT SWITCHING SHALL BE UL LISTED "SWITCHING DUTY BREAKERS". 38. PROVIDE HANDLE TIE -ON BREAKERS FOR GASH REGISTERS, MODEMS, EXIT LIGHTS AND EMERGENCY BATTERY CIRCUITS IN AN "OM POSITION. 39. SWITC AND TACLES SHALL BE HUBBELL OR SLATER WITH HUBBEUBERS USED TO SPECIF Y TYPE RECEP USED. SWITCHES SHALL BE IVORY COLOR, LL AMP, 120/27 NM 7 VOLT A.C. RATED: SINGLE POLE. SWITCHES SHALL ALL BE IV RECEPTACLES SHALL' BE IVORY COLOR 20 AMP GROUNDING TYPE X15362: WALL PLATES SHALL BE IVORY COLORED, UNLESS, NOTED OTHERWISE. 40 TIMESWITCHES SHALL BE PARAGON 1�7CC7 SERIES GENERAL PURPOSE 7 -DAY WITH INDOOR : CASE, OR EQUAL. VERIFY TIME SERINGS WITH OWNER. 41•TELEPHONE OUTLETS SHALL HAVE 3/4" EMPTY CONDUIT RUN TO TELEPHONE TERMINAL. 42. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DISCREPANCIES. 43. THE CONTRACTOR SHALL SUBMIT COMPLETE DOCUMENTATION TO THE LANDLORD FOR APPROVAL OF REUSING EXISTING NELBOARDS ANC ANSFOME. RTHE CONTRACTO SHALL PROVIDE REPAIRS FOR ANY AND ALL DEFECT IN SUCH EQUIPM AN GRUARANTEE SUCH EQ UIPMENT AS STATED ABOVE. 44. ELECTRICAL CONTRACTOR SHALL MAINTAIN FIRE RATING; WHERE APPLICABLE, WHEREVER' CONDUIT, r; I • FIXTURWINGS ES, RECEPTACLES, ETC. PENETRATES FIRE RATED STRUCTURE. REFER TO ARCHITECTURAL DRA .. STANDARD FORM BY THE AMEP,ICAN INSTITUTE OF ARCHITECTS SHAH : HI BE PART OF TS CONTRACT. 2" THE TERMS - CONTRACTOR - OR "ElECTPJCAL CONTRACTOR" USED IN 11115E CONSTRUCTION .DOCUMENTS SHALL REFER TO THE MP. RAGS ELECTRICAL CONTRACTOR. 3_ THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR [TENTS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY FOP, COMPLETION. 4. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE CURRENT NATIONAL ELECTRICAL CODE AND STATE AND LOCAL COD. THAT APPLY. 5. THE CONTRACTOR SHALL TAKE OUT PERMITS, PROCURE CERTIFICATES AND PAY ALL FEES CONNECTED THEREWITH. 6. BIDDERS SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WM1 ALL CONDITIONS SURROUNDING THE WORK_ 7. THE CONTRACTOR IS REFF_REED TO THE ARCHITECTURAL STRUCTURAL AND MECHANICAL PLANS AND SPECIFICATIONS AND TO THE LANDLORDS LEASE AGREEMENT. SUCH PLANS AND SPECIFICATIONS ARE CONTRACT DOCUMENTS 8. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS- 9" UNLESS OTHERWISE NOTED, ALL MATERIALS SHALL BE NEW. 10. CONTRACTOR SHALL SUBMIT REQUEST FOR SUBSTITUTION IN WRITING TO THE ENGINEER. 11. T CONTPACTOR SHALL TOUCH OR REFINISH THE FACTORY FINISH OF EQUIPMENT MARRED D HIS URING SHIPMENT OR INSTALLATION. UP 12. THE ELECTRICAL INSTALLATION SHAL MEET THE APPROVAL OF 311E ENGINEER BEFORE ACCEPTANCE BY THE OWNER. 13. THE C ONTRACTOR SHALL BE A LICENSED MASTER ELECTRICIAN OF THE STATE IN WHICH THE JOB IS LOCATED. 14. THE ENTIRE INSTALLATION SH BE PERFORMED 13, A LICENSED ELECTRICAL CONTRACTOR. ALL 15. NO INTERRUPTION OF BUILDING FUNCTIONS OR ELECTRIC SERVICE SHALL BE PERMERED WITHOUT APPROVAL OF THE OWNER. 16. ELECTRICAL WORK SHALL NOT INTERFERE WITH CLEARANCES REQUIRED FOR GENERAL AND MECHANICAL CONSTRUCTION. SHOULD ELECTRICAL WORK BE INSTALLED WHICH INTERFERES WITH THE WORK OF THE OTHER CONTRACTORS, SUCH WORK SHALL BE CHANGED AT NO ADDITIONAL COST TO THE OWNER. 17. THE CONTRACTOR TO DO ALL. CUTTING AND PATCHING REQUIRED TO WSTALL ANY PORTION OF THIS WORK. PATCH WITH NEW MATERIALS OF THE SAME TYPE THAT WAS REMOVED. REFINISH PATCHED SURFACE TO MATCH EXISTING ADJACENT SURFACES, : 18. GROUNDING SHALL COMPLY WITH THE CODE AND REQUIREMENTS OF THE POWER COMPANY SERVING. POWER TO THE BUILDING. 19. AT THE COMPLETION OF THE''. WORK, THE CONTRACTOR SHALL REMOVE ALL RUBBISH CAUSED BY HIS WORK AND SHAL THOROUGHLY CLEAN ALL EQUIPMENT - 20. ALL WORK SHALL BE DUARANTEED FREE FROM DEFECTS FORA PERIOD OF ONE YEAR (OR STATUTORY LIMIT IF GREATER) FROM DATE OF FINAL ACCEPTANCE. 1. ALL ITEMS OF IDE EICAL EQUIPMENT OCIATED THE CONTROL OF ELECL PARA NS SHALL BE NTIFIE TR WITH ENGRAVED B NAMEP ATES. MORE SZIFlCAL BCAUZAPZER, AHU, WATER HEATER, ETC. 22. NOMINAL MOUNTING HEIGHT OF DEVICES IN EXPOSED CONCRETE BLOCK, TILE OR BRICK WALLS SHALL K ALL OCCUR ITH WIN A STRUCTURAL. COURSE A MINIMUM AMOUNT OF BLOCK, TILE OR BRIC W'gLLS. SHALL BE CUT. ParieL L No. Am '• Note Mon _.. - i t ITS Ph Voltage: 120/208v, 3Ph, 4w Code L :Code C : Code R Code M VA VA VA VA Code E Code K 'Code D VA VA VA A -0525 r 1T= C A - 3 - 1 1 ,0jT 1.86111 MATS 20T - AAAtiE. ij0Arrs -- _ 5356 1 35 V 7 20 1 PACK WAS 1350 , 9 v0� - VjSP1`IAre - B erV 1f Sh'`. ITIS - -- T3 T /�f _ SE'SPE ' - !T 11S' - - - -- - 1S' 215[1 _ _ KsPENI$'iST S A . - - - C - - A - - B - - C_.._ A 8 - - C A 2 V 0 = 275 -- - - - 375 - -- � - - - -- _ 1 37 r 400 : f 17 . 20/1 5U rDitil0 LIMPS 73 26 1 stigma LIGHTS ' ' l -- - 400 `- : 1100 - + 21 20/1 Os7NNLA HAS 11 - 23 2071 - - --- - -...1 AUOr. -__- 25 20` /`f _. L A`il .11007- 300 I 2T 20T 1 �}.t1f LAS 29 - 2CT -- _ e A F _. -_ _ 31 2 t CASE 3T07 I - , 1200 i [ 500 720 33 26T - _ 35- 2 0 t �sEkTiR.Ir." 37 2 1 1 LA x3> i - - --- REanACLE� S - - -A V - B ' - C - A - 306 6 I � 36 L -. - -- - 900 ': if i 1 I T i 41 t T SEc OCK „0 2 1 20/1 , SO 1200 I i 23r�r 002 �- 6 20/1 SAiiC DFfT "' '1 - E > ES - _ _._ - B - _.C_ /04 I _I 1 100 8 " - 'Te,1 72 -i- (� - A - _ _ 1 31-70 , 3520 � v - � -A - - e - A - B 1200 18 21 1 i .411 i - -.1-_.t 000RT0 - - 8 - - - - Gm 1 3 - - AP#1 -i - -- - i 2 � CL, = 00 A - 600 " s tr. - 1500 I I 30 '_ O CEP C- J 36 : 20 j7 1 . ACRy ; 600 ' - 38 '26 --- SPNIE - 4O ZR10FDPTECEPDYLE -a- B - l00 42 SOFAB: Through Feed Lug '. � N0 Connection � Fi4tl_r K- C - 6716 1160 0 0 0 0 Mom _ -_ 1�.t _ ..___. Breaker __ -.. - __ . A - B : _ _ _3720 _ 5021 2 7 '- 0 3 312 1 ., 500 A - i 0 B 0 1 C -_ Overoarea Deice Notes - L Conn KVA .hose loads i '35. Umd Conn , '.. Bus KVA loads 11 a I 12 .-�_ -. - -.- _ -- 3 - . 19.2 15.4 'A;ode L - Lghtmt '.6.2 A.2 . Code Convenlence Receptacles 180 :YZ' I 1( 4 - '_ _ _ -� Footboard Notes: _ C �G �0 � R receptacles 1 1.4 11.4 4Code M - Motors 38 36 Coder - - Electric 0.0 0.6tCVde K - VIfChen 0.0 0.0 ':Code D - Dwell INon Convenlence Laogest Mtr VA = 1 - . ROM, LCD -011 tAV$;E 3 - I Heot Equlpp Dmd = 100% Unlls Ho el Mote Rooms 3 - 4 - 40 SR !Total. KVA 0 - 07re KVA V0 VAtVVJCJr�(6emand + S Spare! =4 0% 5 - - SURFACE : are KVA Dare 'T• 10.000 ': Am s��AJC RVho 225 : A 1 ± 10111 .9 oT$s 116 ju'a Amps (Demand + 117 IRO NOPll a Lemand + S`ore 'r• - T/[:J i [ 1 'rolect Name : 150 :: Panel Amp Rahg 20B : Phase to 1S6ase Voltage Ile Nome: Pr"ooject Number : AMPLIFIER AMPLIFIER SPEAKERS SPEAKERS A LEFT B LEFT LUi SERIES PARALLEL WIPING FOR 8 SPEAKERS CONFIGURATION, DUPLICATE FOR RIGHT CHANNEL 4 SPEAKER DIAGRAM E3 NO SCALE SUSPEND FIXTURE FROM EXIST STRUCTURE W /CHAINS AT 30' ANGLE FROM THE VERTICAL AT MIN. (3) PER FIXTURE l/ 1 LIGHT FIXTURE SUSPENSION DETAIL E3 NO SCALE RIGID CONDUIT HANGER CABLES INDIVIDUAL 4 -PLEX, J -BOX. MOUNTED AT 12' -0" A.F F. WELDED WIRE MESH CEILING 1d 11' -0" A.F.F. PENDANT SOCKET LIGHT FIXTURES SUSPENDED 00 VARYING HEIGHTS 8' -0" TO 9' -6" A.F.F. FIXTURES TO BE PLUGGED INTO GALVANIZED 4 -PLEX 3 -4 FIXTURES PER 4 -PLEX. NOTE GENERAL ASSEMBLY OF CORD AND SOCKET SET W /CABLE HOOK CLAMP AND HANGER. AL_ COMPONENTS APE IA APPROVED PRNnANT SOCKET I LENT flFTAII COMPACT FLUORESCENT FIXTURES SUSPENDED AT 11' -3" A.F.F. JUNCTION BOX MOUNTING BRACKET, FIELD VERIFY EXACT LOCATION AND NUMBER PER FIXTURE 1/2" GALVANIZED DIA THREADED ROD TO UNISTRUT CHANNEL SPANNING BETWEEN EXISTING MALL STRUCTURE. UNISTRUT CHANNEL P1000 FREGALVANIZED FINISH BY E.C. LIGHT TRACK PER SCHEDULE RIGID CONDUIT 1 1/4" X 1/2" FLAT CROSSBAR, WELDED TO ANGLE FRAME ANGLE FRAME AT DISPLAY WINDOW EDGE, BEYOND ATTACH J -BOX TO UNDERSIDE OF CROSSBAR. LONG STEM MONOPOINT LIGHT FIXTURE (AT DISPLAY WINDOW) DETAIL AT STOREFRONT DISPLAY LIGHT NO SCALE D zooc)-67(:, CANCELLED NBBJ 111 South Jackson Street Seattle, Washington 98104 (206) 223 -5555 Fax (206) 621 -2300 -w DUNHAM MECHANICAL ELECTRICAL ASSOCIATES STRUCTURAL 82aa N r;: ale T s t suite 600 Minne°pal s, MN SSa3J -1060 CONSULTING eH°�e (s1z) 520 1400 ENGINEERS • °" (6I Z) azo ?760 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT 'HAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION h SSR Wh1AT I AM A DULY REGISTERE[ P,RTFESSIONAL=tR'.yINEER UNDER THE LAWS OF Ir?, STATE OF - 4M/5 GTON rl DATE: 1 i Rd, 2885E STORE W?). I fARIHeS fitz$1#5 Sheet Number Q 41;;A H0_ N O • 2 2-18-00 CN LANDLORD COMMENTS CN ADDENDUM T1 ....._ Number Date @y Description of Revisions Sheet Title ELECTRICAL SPECIFICATION -._... -__-_........-- AND DETAILS scale NONE Degned CN DroencNN" Dote 12 - 21 - Checked N APPS By Job Number 9973037 7 i, ENTER E PHASE I WW -A1 WW -C1 WW -C3 WW -J4 WW -J2 KEY PLAN NO SCALE ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED, fA R BANK BUILDING 'G2' PHASE II IIIIIIIII KEY PLAN NO SCALE METER BANK 'G' ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. METER BANK 'CI' METER BANK 'C2' KEY PLAN NO SCALE ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. METER BANK 'FE KEY PLAN NO SCALE FOOD COURT ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. UNIT NUMBER NOTES 100A 3P SN FUSED MAIN DISC. SW WIREWAY BY LANDLORD METER BY r - 1 POWER CO. L I J L _ IN THE EVENT THE TENANT IS REQUIRED TO INSTALL 'AND/OR FURNISH ANY AND ALL EQUIPMENT,' WIRING, CONDUIT, ETC. FOR! ELECTRICAL SERVICE /INSTALLATION, LANDLORD SHALL HAVE THE RIGHT OF APPROVAL OF ALL EQUIPMENT AND METHODS TO BE UTILIZED PRIOR TO AND AFTER INSTALLATION OF ALL WORK. LANDLORD'S APPROVAL OF SUCH METHODS AND EQUIPMENT SHALL INCLUDE BUT NOT BE LIMITED TO LOCATION OF TENANTICONNECTION TO LANDLORD'S OR UTILITY COMPANY'S SERVICE; LOCATION OF THE ROUTING OF ALL CONDUIT; METHODS AND LOCATION OF SUPPORT OF ALL EQUIPMENT AND CONDUIT FROM LANDLORD'S APPROVED STRUCTURE; HEIGHT OF CONDUIT: INSTALLATION (HEIGHT OF CONDUIT ROUTING SHALL BE A MAXIMUM HEIGHT FROM THE FNISHED 'WTH A MINIMUM HEIGHT OF 13'- 10 "); SIZE OF ALL CONDUITS, WIRE, EQUIPMENT, ETC. REQUIRED TO PROVIDE SERVICE TO THE TENANT'S PREMISES, AND MANUFACTURERS OF SWITCHES, FUSES, METER SOCKETS, METERS, FUSED BUS PLUGS, HANGERS, CONDUIT AND ANY OTHER DEVICES OR EQUIPMENT NECESSARY FOR THE TENANT TO 'R ANY NON CONFORMING PER REQUIRED Y LANDLORD. TENANTS CONTRACTORS V SHALL REQUIRE HE E 0 EMOVE A 0 ORMING IN TA SAME PE METHODS AND MATERIALS IRE UiRE 8 L DLO d TEN N I OBTAIN LANDLORD'S PRI APP F THE ABOVE S L INSTALLATION OR DEVICE AND REPLACE DS ND MATC I LS INSTALLATION. FAILURE TO OBTA PRIOR APPROVAL FOR ANY OF O Dc Q SHALL BE BOUND BY THESE REQUIREMENTS AND SHALL OBTAIN LANDLORD'S WRITTEN APPROVAL FROM LANDLORD'S REPRESENTATIVE PRIOR TO AND AFTER INSTALLATION. TENANT SHALL SUBMIT AS BUILT 'RECORD" DOCUMENTS OF THE INSTALLATION PRIOR TO ACCEPTANCE OF THE ELECTRICAL SYSTEM BY THE LANDLORD. IN ADDITION TO THAT STATED HERE -IN, ALL WORK SHALL ALSO CONFORM TO THE SPECIFICATIONS AND DETAILS 'NOTED ON TTE DRAWINGS. 4 #2,2 "C. TO TENANT PREMISES 4 #2,2 "C. METER SOCKET PARTIAL RISER DIAGRAM 120/208V,30,4W The tenant shall provide a smoke detector in the supply air duct that will shutdown the HVAC unit upon detection of smoke. A test -reset alarm switch /light shall be installed in the stock area as part of the system. NOTES LANDLORD METER BANK. METER BY POWER Co. TO TENANT PREMISES 200 A 200 A ❑ O ❑ 200 A 200 A ❑ ® ❑ 200 A 200 A 200 A 200 A ❑ O ❑ PARTIAL RISER DIAGRAM 120/208V,30,4W 1. The tenant shall provide a smoke detector in the supply air duct that will shutdown the HVAC unit upon detection of smoke. A test -reset alarm switch /light shall be installed in the stock area as part of the system. 15/1 II TENANT'S POWER PANEL 4 #3, 1#8 GRD.. 2" C. -►{ TO TENANT PREMISES r - - -�- f ®ii® ®I0, ® � I; ! 1 L-- - - -J METER BANK PARTIAL RISER DIAGRAM 120/208V,30,4W DUCT SMOKE DETECTOR SUPPLY AIR DUCT -\ 720 V SMOKE EXHAUST FAN MAGNETIC FAN STARTER W/ OVERLOADS & 24 V CONTROL CIRCUIT - 120/24 TRANSFO RMER FDSCS OUTPUT n DUCT SMOKE DETECTOR RETURN AIR DU METER BY POWER Co. END OF LINE ■ RESIST 4 24 a a 11111 JIi juJ �» >s I! !0 8 RESET TEST -Al SWITCH'. FIRE DETECTION & SMOKE CONTROL SYSTEM DIAGRAM 1. ALL WRING TO BE IN CONDUIT 2. ELECTRIC AND MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION. NOTES 1. One (1) ceiling mounting smoke detector located near the storefront is required per 30' -0" of storefront. Smoke detector is to be purchased from the landlord and installed by the tenant and tied into the fire detector system. CEIUNG SMOKE DETECTOR LANDLORD METER BANK METER BY POWER Co. 4 #3/0,1 #4, '2" C. TO TENANT PREMISES 200 A 200 A 0 200 A 200 A 0 200 A 200 A 200 A 200 A 0 PARTIAL RISER DIAGRAM 120/208V,30,4W FUSES AUTOMATIC FIRE EXTINGUISHING SYSTEM UPON DETECTION OF FIRE, GAS AND ELECTRIC POWER IS SHUT OFF FOR COOKING EQUIPMENT UNDER THE HOOD NOTES PERMITCENTER 1. The landlord shell provide a 120 V circuit for the tenant's sign. Connection will be mode at a junction box located by the landlord within the tenant's premises. Coordinate connection with the landlord. 2. The tenant shall provide an automatic fire extinguishing system that will remove all as and electrical power to cooking equipment under the hood. 3. The tenant shall provide a smoke detector In the supply air duct that will shutdown the HVAC unit upon detection of smoke. A test -reset alarm switch /light shall be installed in the stock area as port of the system. 4. Undercounter lighting shall be 10 millimeter neon lighting (white) with a 60 milliamp transformer. 5. Tenant must have written landlord approval for any under floor construction before construction begins. 7ECE CITY OF TU ;J IILA SOUTHCENTER SEATTLE, WASNINGTON ELECTRICAL DESIGN CRITERIA, DETAILS AND RISER DIAGRAMS Sheet I of 2 DBA 74 CANCELLED THIS SHEET & TTO•OI MUST BE INCLUDED AS PART OF TENANT'S SUBBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group Q REVISED RA MN BY: CALE EVISED BY: FIE NAME: SCNTTE1 DRAWING NUMBER: REVISIONS REVISED 1/15/98 DATE: JOB NUMBER DATE TTE -1 7/10/95 PANEL NO. L. �, k. MAIN BUS RATING , FED FROM BREAKER Pon FEEDER CABLE SIZE MAIN Description Watts A per B .hose C A O L , Watts A per B phas C Description 1 On MO MI ^ - IIMIIIIII© _ ��IM® ��� � --� __m- 4 8 •III lo ® -^ • ^- 12 �!E!L 14 18 16 20 22 as 30 28 i:= mIIIIIINIIIIIINIII 40 42 , II _ - MO III/ ^ - �e . m - ___ ���® -- il, NV MIIIM111111111111•11111111111111110 - I - -'" m - - 33 -^ 37 -^ NM m 41 -^ ^- TOTAL TOTAL CONNECTED LOAD K.W. LOCATION K.V.A. MOUNTING AMPS MAIN BUS RATING MAIN BREAKER PANEL NO. FED FROM FEEDER CABLE SIZE I Description Watts A per B 'hale 'C A I Cir No. Watts A per B phas C Description -^ ®N ^- 5 . -._! -. ®s ^- se 9 - r 10 15 -^ 16 MI 18 19 -^ On ^ - 20 21 22 23 MS ^ 24 III' ^ II 33 -^ 35 36 37 IIII 38 39 II ^ 41 - ^- 42 TOTAL TOTAL CONNECTED LOAD K.W LOCATION K.V .A. MOUNTING AMP L OAD SUMMARY Connected Demand Description K.W. AMPS K.W. AMPS Lighting (recessed) -- - -- - Lighting (surface) Ito -a'.. 4;; ro.2S .5L6. Receptacles ' .. 4.T '� IL.9 '1.3 t \-'9 Water Heater - -° - H.V.A.C. 11.. 31 1\.2 cl Equip. (fans, etc.) - - - - Miscellaneous (sign) I." 3.3 1.5 4.2 • Reserve TOTAL 'if, .2_ l0`S.5 Gross Leasable Area = 1 <-6,,su. Watts /Sq.Ft. = 1`, ,..,,-1 SEE NOTE #2 STAINLESS STEEL CLAMPING RING SOLDER JOINT 18' MIN. SQ. LEAD FLASHING SEE NOTE 3 ROOFING MEMBRANE INSULATION GENERAL NOTES GENERAL NOTES VENT PIPE TYPICAL DETAIL - LEAD - BUR N.T.S. L GENERAL CONDITIONS AND SPECIAL CONDITIONS OF AIA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. 3. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK SHOWN, NOTED, SCHEDULED AND /OR AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. A. ALL MATERIALS AND EQUIPMENT SHALL BE COMMERCIAL GRADE AND SHALL BEAR A UL, LABEL. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. REUSE OF EXISTING SHALL BE PROHIBITED UNLESS SPECIFICALLY APPROVED BY LANDLORD AND ALL CODES. B. MATERIALS, PRODUCTS AND EQUIPMENT INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND AS SUCH APPEAR ON THE UNDERWRITERS LABORATORIES LIST OF APPROVED ITEMS AND SHALL MEET REQUIREMENTS OF ASTM, IEEE, IPCEA, NEC, NEMA, RLM, CEM AND OTHER RECOGNIZED STANDARDS AND SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND OTHER APPLICABLE CODES, WHICHEVER ARE MORE STRINGENT, 4. THE WORD 'PROVIDE' AS USED HEREIN MEANS TO FURNISH AND INSTALL A COMPLETE WORKING SYSTEM. 5. ALL WORK TO BE IN ACCORDANCE WITH NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES, WHEREVER THERE IS A CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL APPLY, TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED TO, UTILITY COMPANY CONNECTIONS, SERVICE AND /OR TAPPING FEES LOCAL, COUNTY OR STATE SERVICE CHARGES, INSPECTION CHARGES, AND PERMIT FEES; LANDLORD'S CONNECTION FEES, LANDLORD'S UTILITY CHARGES, LANDLORD'S METERING CHARGES, AND /OR LANDLORD'S EQUIPMENT CHARGES. SUBMIT MATERIALS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE TENANT'S ARCHITECT FOR APPROVAL. SUBMITTALS SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOVING THAT HE HAS REVIEWED AND APPROVED THEM. 8. DEFICIENCIES AND NON- CONFORMING ITEMS - IF, AT ANY TIME DURING THE TERM OF THE LEASE, LANDLORD DETERMINES THAT TENANT'S EQUIPMENT OR SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS, LANDLORD MAY, IN ADDITION TO ANY OTHER RIGHTS AND REMEDIES IT MAY HAVE, AFTER GIVING FIVE 15) DAYS WRITTEN NOTICE TO TENANT OF IT'S INTENTION TO DO SO, CORRECT SUCH DEFICIENCIES AS LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION OF THE DEFICIENCIES PLUS A FIFTEEN PERCENT (150) ADMINISTRATIVE CHARGE. THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. 9. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING OR CHANNELING AND PATCHING REQUIRED FOR ANY WORK UNDER THIS DIVISION. ANY CUTTING SHALL HAVE PRIOR APPROVAL OF LANDLORD. SLEEVES SHALL EXTEND AT LEAST 2' ABOVE FINISHED FLOOR AND ALL SLEEVES, OPENINGS, ETC., THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER CONDUIT INSTALLATION TO RETAIN THEIR FIRE RATINGS. CHANNELING OF FLOORS IS ErRESSLY FORBIDDEN, CONTRACTORS WILL BE HELD LIABLE. ,/:2 19. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY SERVICE FROM LANDLORD'S DESIGNATED LOCATION FOR ALL TEMPORARY POWER AND LIGHTING WITH ALL WIRING AS REQUIRED INCLUDING FURNISHING EXTENSION CORDS FOR HIS OWN USE. ANY TEMPORARY WIRING, FUSES, ETC., SHALL BE REMOVED UPON COMPLETION. TENANT SHALL REIMBURSE LANDLORD FOR TEMPORARY POWER, PROVIDE GROUND FAULT PROTECTION AS REQUIRED BY N.E.C. AND LOCAL CODES. PROVIDE ELECTRICAL SERVICE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED. ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR, CLOSELY COORDINATE ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF 1' BELOW TOP OF PIPE 4 L8. VIRGIN LEAD NOTES; 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 0. 4 LL J LBOINTS LEAD TO BE SO FLASHING LDER SHALL ED. BE 1/4" MAX. DIAMETER LARGER THAN PIPE A 3. FLANGE SHALL BE SET BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED ROOFING CONTRACTORS 4. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR PIPE/ CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS O N.T.S. TT-9 12. 13. 2. ACTUAL LOCATION AND EXTENT OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED. CHANGES TO CONFORM TO LANDLORD SERVICE LOCATIONS AND INSTALLATION REQUIREMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE TENANT AND /OR LANDLORD, SEE NOTE #2 H 'mss RUBBER Ii LAP SEALANT ROOFING MEMBRANE PRE - MOLDED -, PIPE SEAL NOTES; 1. PRE - MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2. PRE MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER. 3. WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED, USE FIELD FABRICATED PIPE SEAL. SEE ALTERNATE PIPE FLASHING DETAIL 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 5. FLANGE SHALL BE SET BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED ROOFING CONTRACTORS 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR TYPICAL DETAIL - PREMOLDED - RUBBER ROOF N.T.S. GENERAL NOTES (C❑NT'D) STAINLESS STEEL \ WATER CUT -OFF MASTIC CLAMPING RING INSULATION I•• NOTE: DO NOT TRIM DECK FLANGE MAKE PROVISIONS FOR TELEPHONE SERVICE AS REQUIRED AND AS NOTED HERE IN. CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION WITHIN TENANT'S PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES. OUTLET BOXES SHALL BE 4' SQUARE MINIMUM WITH SINGLE DEVICE COVER AND. TELEPHONE PLATE WITH CONDUIT DROP AND PULL WIRE TO ABOVE CEILING. 14. PAINTING OF ELECTRICAL. CONDUITS, ' ETC., IF REQUIRED, WILL BE BY THE TENANT'S GENERAL CONTRACTOR, UNLESS OTHERWISE NOTED. 15. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB PROGRESSES, AND UPON COMPLETION SHALL TURN OVER TO THE TENANT AND LANDLORD A 'RECORD' SET OF PRINTS SHOWING THESE CHANGES, INCLUDING BUT NOT LIMITED TO ACTUAL MANUFACTURER(S) OF EQUIPMENT INSTALLED, EXACT LOCATIONS OF ALL CONDUIT AND EQUIPMENT WITH THE EQUIPMENT'S 'AS INSTALLED' SIZES ETC. 16. THE FOLLOWING EQUIPMENT SHALL BE IDENTIFIED WITH ENGRAVED BAKELITE NAMEPLATES AS TO NAME AND /OR FUNCTION DISTRIBUTION PANELS, LIGHTING PANELS, MOTOR STARTERS, PUSH BUTTON STATIONS, SWITCHES AND CONTROL DEVICES, DISCONNECT SWITCHES, METER SOCKETS, ETC. 17. ALL ELECTRIC WORK SHALL BE. INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING, SERVICING, MAINTAINING AND REPAIRING. HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC., NECESSARY FOR THE INSTALLATION OF WORK AND SHALL. BE FASTENED TO STEEL, CONCRETE OR MASONRY, BUT NOT TO PIPING DR OTHER NONSTRUCTURAL ITEMS, INCLUDING JOIST G BRIDGING, METAL DECK AND CEILIN SUSPENSION SYSTEMS. ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE IN STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES DR BEAMS AND SEPARATED AT LEAST 3 INCHES FROM WATER LINES WHEREVER THEY RUN ALONGSIDE OR ACROSS SUCH LINES. CONDUCTORS SHALL BE IN CONDUIT, DUCTS DR APPROVED' RACEWAYS. 18. 'LOCK ON' DEVICES SHALL BE PROVIDED ON NIGHT LIGHT CIRCUITS, TIME CLOCK CONTROLLED CIRCUITS, ALL LIFE SAFETY CIRCUITS AND OTHERS. AS MAY BE REQUIRED BY THE LANDLORD AND AUTHORITY HAVING JURISDICTION. GROUND ALL CONDUITS, CABINETS, PANELS, AND OTHER EXPOSED NON- CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ALL PROVISIONS OF THE NEC AND ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. 20. TEST FOR GROUNDS, SHORT CIRCUITS AND PROPER FUNCTION OF ALL EQUIPMENT AFTER INSTALLATION IS COMPLETE. FAULTS IN THE INSTALLATION SHALL BE CORRECTED. 21. THE LOCATION OF OUTLETS AND EQUIPMENT SHOWN ON THE DRAWINGS IS APPROXIMATE AND THE TENANT OR LANDLORD SHALL HAVE THE RIGHT TO RELOCATE ANY OUTLETS OR FIXTURES WITHOUT ADDITIONAL COST TO THE TENANT OR LANDLORD. 19. 22. PROVIDE ANY AND ALL SHIELDING OF ELECTRICAL EQUIPMENT OR DEVICES AS REQUIRED BY NEC. OR OTHER STATE AND LOCAL CODES DUE TO WATER CARRYING EQUIPMENT, PIPING OR DEVICES OR DUE TO ANY OTHER CONDITION REQUIRING SAME. 23. ROUTE ELECTRIC POWER AND CONTROL FOR THE ROOF MOUNTED HVAC EQUIPMENT THROUGH A SEPARATE ROOF PENETRATION FIR TH • TRIC P I! W R A I ! NTRI ONDU T . FAH PENETRATION PER LANDLORD DETAILS. DO NOT ROUTE CONDUIT THROUGH ROOF CURB. DO NOT DRILL HOLES IN . CONDENSATE PAN OR COMPRESSOR /CONDENSER SECTION FLOOR. IT IS THE INTENT THAT THE ENTIRE SCOPE OF WORK SHALL BE COMPLETE IN EVERY ASPECT AND THAT ANY MATERIAL OR :. WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT NECESSARY TO FULLY COMPLETE THE WORK, S HA L L BE FURNISHED. 24. 25. GUARANTEE A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR FROM DATE OF ACCEPTANCE BY TENANT AND LANDLORD. DEFECTS WHICH APPEAR DURING THAT PERIOD SHALL BE D CORRECTED AT THIS CONTRACTOR'S EXPENSE. B, FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND /OR INSTALLED BY CONTRACTOR. 7. SPLICING CEMENT GENERAL NOTES (C❑NT'D) MATERIAL SPECS 1. CONDUIT SHALL BE STANDARD STEEL RIGID, IMC DR EMT (THIN WALL) ACCORDING. TO CODE REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS. A. MINIMUM' SIZES OF CONDUITS SHALL BE 3/4' FOR ' EMBEDMENT IN CONCRETE AND 1/2' FOR ALL OTHER APPLICATIONS.. ELECTRIC METALLIC TUBING. (EMT) SHALL BE GALVANIZED OR ELECTRO - GALVANIZED. FITTINGS SHALL BE OF THE COMPRESSION TYPE. EMT, IMC OR HEAVY WALL CONDUIT SHALL BE USED FOR FEEDERS AND BRANCH CIRCUITS RUN ABOVE SUSPENDED CEILINGS DR CONCEALED IN INTERIOR PARTITIONS. EMT SHALL NOT BE CONCEALED IN POURED CONCRETE SLABS OR WALLS. B. FLEXIBLE METAL CONDUIT MAY BE USED ONLY FOR FINAL SHORT FINA CONNECTIONS FROM J -BOX TO FIXTURES AND EQUIPMENT AS PERMITTED BY CODE AND AS DESCRIBED ABOVE. MAXIMUM LENGTH OF ANY FLEXIBLE CONDUIT SHALL BE 6' - 0'. 3 C. CONDUIT SHALL NOT BE INSTALLED IN OR THROUGH DUCT WORK: D. CONDUIT IN THE CONCRETE SLAB, UNDERGROUND OR ABOVE THE ROOF SHALL BE RIGID GALVANIZED CONDUIT. SW ITCH (FUSED) NNECT FULL PERIM ROOFTOP EQUIPMENT CURB OR CONDENSING UNIT RAIL E. PVC CONDUIT IS NOT TO BE USED UNDER ANY CIRCUMSTANCES UNLESS PERMITTED BY LANDLORD IN WRITTING WIRE SHALL BE SINGLE CONDUCTOR COPPER WITH 600 VOLT INSULATION. #1O AND SMALLER SHALL BE SOLID. #8 AND LARGER SHALL BE STRANDED. MINIMUM WIRE SIZE SHALL BE #12 HOWEVER #16 MAY BE USED FOR CONTROL WIRING. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN. UNBROKEN PACKAGES. ALL WIRING OF ANY TYPE MUST BE IN CONDUIT. A. GENERAL WIRING SHALL BE TAW. (ALUMINUM CONDUCTORS ARE NOT PERMITTED) B. HVAC CONTROL WIRING SHALL BE 8 - #16 AWG MULTI- COLORED CABLE WITH 600 V INSULATION. C. ROME% AND DX CABLE ARE NOT PERMITTED. (SEE FLEXIBLE METAL CONDUIT) D. MC CABLE MAY BE USED (25' -0' MAXIMUM). WHEN USED FOR SHORT FINAL CONNECTIONS FROM J -BOX TO LIGHTING FIXTURE 6' -0' IS THE MAXIMUM ALLOWABLE. (WHERE LOCAL CODE PERMITS) Q 3. WIRE CONNECTORS SHALL BE EQUAL BY SCOTCHLOCK FOR #B AND SMALLER AND T & B 'LOCK -TITE' FOR #6 AND LARGER. 4. LIGHTING FIXTURES, INCLUDING LAMPS, SHALL BE FURNISHED AS INDICATED ON ELECTRICAL PLAN. ELECTRICAL CONTRACTOR SHALL INSTALL ALL FIXTURES AND LAMPS. IN SALES AREAS, FLUORESCENT FIXTURES SHALL HAVE HPF BALLASTS, AND DEEP CELL PARABOLIC LOUVERS. ALL FIRE RATING ENCLOSURES FOR ELECTRICAL LIGHTING FIXTURES AND EQUIPMENT SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 5. ALL LINE AND LOW VOLTAGE POWER AND CONTROL WIRING INCLUDING TEMPERATURE CONTROL, CONNECTIONS TO. MOTORS, DAMPERS, INSTALLATION OF THERMOSTATS, INTERLOCKING, ETC., EXCEPT THAT WHICH IS SPECIFICALLY NOTED AS BEING BY MECHANICAL CONTRACTOR, SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED POWER AND CONTROL INTERLOCK FOR ALL HOOD FIRE SUPPRESSION SYSTEMS. 6. COLOR OF WIRING DEVICES SHALL BE AS SELECTED BY THE ARCHITECT, COVER PLATE SHALL BE STAINLESS STEEL OR SMOOTH THERMOSPLATIC TO MATCH DEVICE COLOR. WIRING DEVICES SHALL BE EQUAL TO 'SPECIFICATION GRADES' AS FOLLOW A. DUPLEX RECEPTACLES - HUBBELL #5362 & GF5362 B, LIGHTING SWITCHES - HUBBELL 91221 SERIES, . 3 - WAY AND 4 -WAY SIMILAR #1223 AND 111224 RESPECTIVELY. C. INCANDESCENT DIMMERS LUTRON D. MANUAL MOTOR STARTERS SQUARE D TYPE. E, EXHAUST FAN TIMERS - 'MARK TIME F. CLOCK RECEPTACLE - HUBBELL CAT. 7707 -SS G, SHUNT TRIP - SQUARE D TYPE. BRANCH CIRCUIT PANELS SHALL. BE OF THE BOLTED CIRCUIT BREAKER TYPE (EXCEPT FOR SQUARE D WHICH MAY BE PLUG -ON TYPE) WITH OVERALL DOOR, AND TYPEWRITTEN DIRECTORY INSIDE DOOR, TWO OR THREE POLE BREAKERS. SHALL BE COMMON TRIP TYPE. LOADS SHALL BE BALANCED WITHIN 10X. B. SAFETY AND DISCONNECT SWITCHES SHALL BE FUSED OR NON - FUSED AS CALLED FOR ON DRAWINGS AND AS REQUIRED BY CODE, SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWFR RATED AS MANUFACTURED BY SQUARE D. GENERAL UQUIDTIGHT FLEXIBLE CONDUIT (T' -0" MAX. LG.) ROOFTOP UNIT RK,ID CONDUIT -SIZE AS REQUIRED P W RECEPTACLE POWER & CONTROL CONDUIT ROOF PENETRATIONS. FOR CONTINUATION. SEE DETAIL 0 EJCSTING JOIST 1. LOCATE SO NOT TO OBSTRUCT ANY SERVICE TO RTU OR READING OF NAMEPLATE. 2. DO NOT INSTALL CONDUIT THRU CURBS. USE SEPARATE ROOF PENETRATIONS 3. PITCH POCKETS ARE NOT PERMITTED 37 ROOFTOP UNIT C ❑NDUIT DETAIL NTS TT -37 GENERAL NOTES (CONT'D) 9. OUTLET BOXES AND COVERS SHALL BE GALVANIZED, ONE - PIECE, PRESSED STEEL KNOCKOUT TYPE. JUNCTION. BOXES. POLL BOXES.AND COVERS SHALL BE NI GALVAZED STEEL, CODE GAUGE SIZE. CONTRACTOR TO PROVIDE CEILING ACCESS DOORS. FOR CONCEALED Awn DR PULL BOXES. D. A. FOR NON FOOD COURT TENANTS, TD4E SWITCHES SHALL CONTROL SIGN, ENTRANCE LIGHTING, AND SHOW MUIDOW LIGHTING. USE PARAGON TYPE 7007 -0 GR EQUAL,. 24 HOUR, 7 -DAY TYPE. 1n B. FOR FOOD COURT TENANTS, THE LANDLORD HMS PROVIDED A JUNCTION BOX ABOVE THE CEILING FOR CONTROL OF THE TENANT'S SIGN (120 VOLTS). THE LANDLORD WILL PROVIDE A 1/2' CONDUIT FROM THE JUNCTION BOX TO THE SIGN. WIRING FROM THE JUNCTION BOX TO THE SIGN IS THE TENANT'S RESPONSIBILITY. SEE LANDLORD'S DRAWINGS FOR LOCATION. 12. MANUAL MOTOR STARTERS WITH OVERLOAD PROTECTION MAY BE USED FOR FRACTIONAL HORSEPOWER MOTORS WHERE AUTOMATIC OPERATION IS NOT REQUIRED. SINGLE PHASE STARTERS SHALL BE SQUARE D OR EQUAL THREE PHASE STARTERS SHALL BE PROVIDED WITH OVERLOAD DEVICE IN EACH .PHASE. LOW VOLTAGE MAGNETIC MOTOR STARTERS SHALL BE USED FOR AUTOMATIC FAN OPERATION. COMBINATION STARTERS, WHEN USED, SHALL CONTAIN FUSIBLE SWITCHES Y�� Cr Ct ELECTRICAL DATA FORMS TO BE CO MPLETED BY TE NANT NOTE THE COOLING AND HEATING LOADS SHALL BE INTERLOCKED SO AS NOT TO OCCURE SIMULTANEOUSLY THE LARGER OF THE TWO LOADS SHALL BE USED TO DETERMINE THE TOTAL CONNECTED. NOTE LIGHTING K.W. FROM LOAD SUMMARY TO BE USED IN H,V.A.C. CALCULATION FORM, SOUTHCENTER SYSTEM DESCRIPTION 1. If any part of the tenant's electrical service /Installation is not existing, tenant shall Install and /or Furnish all equipment, conduit, wiring, etc. from landlord's service (Wlreway, switchboard, bus duct, etc.) to the tenant's premises and shall be subject to landlord's prior approval. Tenant to verify on landlord dwgs, and with landlord representative the extent of existing portions of system, system voltage and sizes. Tenant shall Indicate on tenant's plans all design Information required for the complete electrical system to be Installed. See °Service Installation Note' on drawing TTE -1 For landlord requirements. The : tenant shall furnish and Install all conduit, cable, equipment, lighting fixtures, panels, transformers, etc. as required for a complete Installation per the National Electrical Code, landlord requirements and the local authorlty having jurisdiction. The tenant shall Furnish and install a smoke control system within the premises as noted on TTE and /or TTM drawings. 4. If not Installed by the landlord, the tenant shall Install conduit to obtain telephone service From the local utility company. All wiring and Installation Is by the tenant and at the tenant's expense. 5. No panel or flexible conduit shall be located in the demising wall. 6. All electrical &'telephone equipment shall be located on 1 -3/4' plywood panel which shall be mounted to a masonry wall using minimum 1 -5/8' unlstrut, UnIstrut Is not necessary for Mountll.g plywood to stud walls. 7. All recessed lighting FIxtures shall be Installed with earthquake clips. PERMIT QUILT E;S SOUTHCENTER SEATTLE, WASHINGTON ELECTRICAL DESIGN CRITERIA, DETAILS AND SPECIFICATIONS Sheet 2 of 2 UNIT NUMBER DBA THIS SHEET & TTO.01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND F OR BUILDING PERMITS The Richard E. Jacobs Group Q REVISED ® REVISED p1 REVISED RAWN BY; CALE: EMSED BY: FILE NAME SCNTTE2 D RAWING NUMBER: REVISIONS DATE: JOB NUMBER ATE TTE -2 1/15/96 6/13/95 \--- H.V, C, SCHEDULES _r---1 SPLIT SYSTEM SPECIFICATIONS MANUFACTURER CARgIt _ SATURATED SUCTION TEMP 3 _[° F REFRIGERANTg_ - E.E.R. RATING II I. _ COND. TEMP 121 ° F AIR ENTERING CONDENSER CM Fdb CONDENSING UNIT AIR HANDLING UNIT EVAPORATOR COIL MODEL NO. MODEL NO. 1 1.0 RJ'vIQ( MODEL NO. _OSACCCrl_ WEIGHT 3154 WEIGHT 3111 AIR ENT. COILT0k4Fdb (p� Fwb VOLTS /PHASE /HZ ZOGJ3 /Un VOLTS /PHASE /HZ /3 /Ip0 AIR LVG. COIL Fdb Fwb COMP PWR INPUT 5.`7`l KW CFM i. I D ROWS CIRC _FINSr �'ppEK TOTAL COOLINGUU,I7O TOTAL S.P. .S "WC TOTAL COOLING_] U 7_0_ BTUH , _BTUH FAN RPM S8S- _ ,HP1.J._BHP SENSIBLE COOLING 51,g2q_ -BTUH. ACCESSORIES: PRESSURE DROP WC COIL FACE AREA SOFT. LOW LEAKAGE SEALS ON O.A. DAMPERS LOW VELOCITY' FILTERS FACE VELOCITY FPM REMARKS: ioEIZC IS AN - XISITN 90,0 PUYI,IP <I 1 6E,EJEO A.E. ID ICE' OFEKATINT(U Pa N,PizoximnArfty 3:0q OF tIOM,.-' L CAPACIT 2e INDICATE ✓✓3IIST1NLLT IS KW IUJr11 5Z. = S I`15 A1I1 /1 R ' \ SEPARATE ELECTRIC DUCT HEATER SPECIFICATION EXISr1NLT MANUFACTURER.....__ KW IS - STEPS VOLTS /PHASE /HZ j MODEL NO. ... -_ � -:�� :���` ACCESSORIES FUSED DISCONNECT SWITCH SLIP -IN MAGNETIC CONTACTORS OTHERS 24V TRANSFORMER ZERO CLEARANCE THERMOSTAT. TOILET EXHAUST FAN SPECIFICATION /A MANUFACTURER CFM WATTS/HP V /PH /HZ __. _._ _____ _- MODEL STATIC PRESS. "WC RPM H',V,A.C. CALCULATION FORM B 'G2' SUMMER SPACE 76 °F @'. 50% R.H. OUTSIDE 84°F AR/ 68°F wb HEATING SPACE 72 ° F OUTSIDE 22 F ROOF "u = 0.08 CLTD = 68 HEAT LOSS SENSIBLE HEAT GAIN LATENT HEAT GAIN ITEM QUANTITY FACTOR BTUH FACTOR BTUH FACTOR BTUH 1. REEF AREA G.L.A. SQ.FT. 459 5042 533 10.'773 sRSR 2. CORRIDOR WALL SOFT. 7.65 - 0.75 - 3. OUTSIDE WALL SOFT 3. OUTSIDE WALL - SO.FT. 17.34 }' 4. LIGHTING A( OR CONNECTION I S,2 K.W. 4. LIGHTING OK OR CONNECTION - KW. - 3413 - 3413 5. PEOPLE GLA/I00 = IS PEOPLE 5. PEIIPLE GLA /100 = PEOPLE 250 - 4500 315 3(DO°, -- '.. 325 SEE APPLIANCE CALC FORM 6. APPLIANCES SEE APPLIANCE CALC FORM 55.08 201CTR 9.72 3 (.052 830 2 A l A) 7. OUTSIDE AIR GLA x .2 CFM /SQ,FT,= CFM 49.50 486 6.73 8. FAN MOTORS H.P. - `( <� ,. ;2545 p . f: (0'7 19 TOTAL = (SENSIBLE +LATENT)= �77Ig BTUH COOLING TOTALS 1.08x20' AT g'1 )15)1( LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' )1E WALL FACTOR OUTSIDE WALLS REMARKS TOTAL = (SENSIBLE A LATENT)= BTUH COOLING TIE NE LIGHTING KV ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' jg WALL FACTOR OUTSIDE WALLS NORTH= 4.08 EAST = 8 8 SOUTH= 6.46 WEST = 6.46 REMARKS: H',V,A,C, '''CALCULATION FORM PHASE I SUMMER SPACE 76 F @ 500 R.H. OUTSIDE. 84 F Lib/ 68 F wb HEATING SPACE 72 F OUTSIDE'. 21. F. ROOF 'U" = 0.08 CLTD = 68 HEAT LOSS SENSIBLE. HEAT .GAIN LATENT''. HEAT uAIN ITEM QUANTITY FACTOR BTUH FACTOR BTUH FACTOR BTUH. 1. ROOF AREA G.L.A. I579 SOFT. 4.28 5042 5.71 10.'773 sRSR 2. CORRIDOR WALL SOFT. 4.76 - 2.52 - 3. OUTSIDE WALL SOFT 17.34 NE }' 4. LIGHTING A( OR CONNECTION I S,2 K.W. I'' I c _ 3` - 3413 5'21 I'7 5. PEOPLE GLA/I00 = IS PEOPLE 5r, : 3a. r ' 250 - 4500 ;200 -- 3(DO°, -- '.. 6. APPLIANCES SEE APPLIANCE CALC FORM 7. OUTSIDE AIR GLA x 2 CFM /SQ.FT. CF; 55.08 201CTR 9.72 3 (.052 830 2 A l A) 8. FAN MOTORS H.P. r 2545 I •, ,' TOTALS +- r . . 34 I `( <� ,. (�0,9�� p . f: (0'7 19 TOTAL = (SENSIBLE +LATENT)= �77Ig BTUH COOLING CFM: SENSIBLE BTUH = CFM 1.08x20' AT g'1 )15)1( LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' )1E WALL FACTOR OUTSIDE WALLS REMARKS ISOLATOR -MASON INDUSTRIES TYPE 30N SPRING HANGERS SIZE EACH HANGER ASSEMBLY FOR A NIH CAPACITY WEE OF WEIG THE INSTALLED EIGT. DOUBLE NUT V/ r O,n: 1 /a' rHICK WASHER (TYP) KEY PLAN NO SCALE JOIST PANEL POINT AHU, TERMINAL BO ETC. MIN. 2,2,1/4/ ANGLE SUPPORT i �- SECURE UNIT TO ANGLES (MIN.) LOCATE PER EQUIP MFR. REQUIREMENTS 5•-0' O.C. MAX. ATTACH TO EACH JOIST. METHOD #1 USE THIS METHOD LY WHEN SPACE EXISTS BETWEEN ANGLES GLES FORMING BOTTOM CHORD. WHEN HANGER ROD PROJECTS BEYOND JOIST MORE THAN 6' EXTEND ANGLE TO NEXT JOIST 6'I •x I MAX. ! 33'x1/4 pN GLE SUPPORT<MIN, BOTT CHORD- - !F JOIST METHOD #2 NOTES, 1. FIELD VERIFY LANDLORD'S APPROVED LOCATION OF KV.p C. EQUIPMENT WITH LANDLORD'S REPRESENTATIVE BEFORE PROCEEDING. 2. SEE STRUCTURE DRAWINGS FOR H.V.A.C. EQUIPMENT AND REINFORCED JOIST LOCATIONS FOR EQUIPMENT OVER 200B. 3. SIZES OF STT CONRUCTURATRACL TO SUP RTS (S, FO ANGLE ETC.( SUPP ARE ORT AND MINIMUMS STRUCTURAL AND SHALL BE INTEG RI TY, ZE) BY TENANT OR TENANTINING G STRUCTURAL PROPER ROD 4. DO NUT DRILL HOLES IN EXISTING MEMUNLESS BERS UNLESS APPROVED BY LANDLORD IN WRITING. 5. UNLESS INDICATED OTHERWISE ON STRUCTURAL DRAWINGS: A. UNITS UP TO 1880 LBS. VITAL WEIGHT SHALL BE SUPPORTED ON A MINIMUM OF TWO <2) JOISTS. & UNITS GREATER THAN 1880 LBS. BUT LESS THAN 2800 LBS. TOTAL `WEIGHT SHALL BE SUPPORTED ON A MINIMUM OF THREE (3) JOISTS. C. MAXIMUM TOTAL WEIGHT OF ONE UNIT IS 2800 LBS. 35 EQUIPMENT SUPPORT DETAIL N.T.S. T7 -35 PHASE I A. HVAC SOUTHCENTER MALL PHASE I SYSTEM DESCRIPTIONS 1. TENANT TO FURNISH AND INSTALL SPLIT SYSTEM HEATING AND AIR CONDITIONING UNIT(S), SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING SHALL BE ELECTRIC FOR PHASE I TENANTS. GAS IS NOT AVALABLE. TENANT SHALL CONNECT TO LANDLORD PRODDED OUTSIDE AIR DUCT FOR MINIMUM FRESH AIR REQUIREMENTS. INSULATE DUCTWORK PER LANDLORD'S REQUIREMENTS. 2. TENANTS SHALL INSTALL TOILET ROOM INCLUDING EXHAUST FAN AND EXHAUST DUCT UP TO ROOF EXHAUSTER. 3. ORE DAMPERS PRE REQUIRED AT ALL CEIUNG PENETRATIONS. Q7 PLUMBING 1. TENANT SHALL FURNISH AND INSTALL A COMPLETE TOILET ROOM WITHIN THE LEASED PREMISES. LANDLORD HAS PROVIDED SANITARY AND DOMESTIC WATER CONNECTIONS FOR TENANTS TO UTIUZE. TENANTS SHALL RUN A 4' VENT THRU ROOF. TOILET D. ROOMS SHALL CONFORM WITH ADA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. 2. WATER METER IS REQUIRED MT ALL TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL URLDY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. C. SPRINKLER TENANT SHALL FURNISH AND INSTALL A SPRINKLER A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. SPRINKLER IS REQUIRED ABOVE CEIUNG AT ALL ELECTRIC MOTORS AND IN AHU MIXING BOX. 3. ALL DESIGN SHALL BE APPROVED BY Ali TH AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL. 1. TENANT SHALL INSTALL A SMOKE DETECTOR IN THE RETURN AIR SECTION OF THE NR HANDLING UNTT(S). 2. UPON DEFECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC SYSTEM(S) AND REPORT TO. AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR. LA 3. PROVIDE REMOTE TEST -ARM -RESET SWITCH /UGHTS AT REAR DOOR FAR SMOKE DETECTION SYSTEM. THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SURE 700 P.O. BOX 96077 BELLEVUE, WA. (206) - 454 -3931 98009 -9677 SMOKE DETECTION SYSTEMS 1 ` f NORTH= 3.40 EAST =10.88 SOUTH= 5.44 VEST =3.74 FI KEY PLAN NO SCALE A. HVAC BUILDING 'G2' B. PLUMBING SOUTHCENTER MALL BUILDING 'G2' T. TENANT TO FURNISH AND INSTALL ROOF TOP UNIT(S) SIZED PER SENSIBLE/TOTAL CALCULATION FORM. HEATING MAY BE GAS OR ELECTRIC FOR BUILDING - G -Y TENANTS. GAS IS AVAILABLE ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. SEE LANDLORD'S DRAWINGS FOR GAS METER LOCATION. COOLING SHALL RE ELECTRIC. LOW AMBIENT OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL RTU'S. 2- TENANT SHALL FURNISH AND INSTALL A SMOKE RELIEF. FANS SHALL BE SIZED AS INDICATED ON CALCULATION FORM. TENANTS WITH ECONOMIZER MAY UDUZE HVAC RELIEF AS SMOKE RELIEF. 3. FIRE DAMPERS ARE REQUIRED AT ALL CEIUNG PENETRATIONS. DI 1. LANDLORD HAS PRODDED SANITARY, GAS AND DOMESTIC WATER SERVICES FOR TENANTS TO UTILIZE. SEE LANDLORD'S DRAWINGS FOR LOCATION OF SERVICES. 2. WATER METER IS REQUIRED BY ALL TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE READOUT AS REQUIRED. ALL IN'.TALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SYSTEM DESCRIPTIONS C. SPRINKLER D. SMOKE DETECTION SYSTEMS S EXISTTNto UNIT -PDT: COOL 47,E (,#o) = 3i, [ 'CO SEN. COOL= 3C,t (.30 = Z8 (NV Ek ;sT, 3 1,(OOD I N5' N Lk", n O TWA l03,1" COSI AVAIL-ACAS F8: S- UNIT 28,E wt-vgUNIT S2,9ZO TOT; RUAILkt3'LE 8°, Q2O IOr. SE REVD. 20,999 SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION MANUFACTURER CFM V /PH /HZ HP MODEL _ STATIC PRESSURE 'WC DRIVE (DIRECT)DR(BELT) RPM MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM /SO.FT. _ NOTE MINIMUM STATIC PRESSURE SHALL BE .25 TEA H,V,A,C, SCHEDULES ROOFTOP UNIT (RTU) SPECIFICATIONS COOLING CAPACITY (AT AR. CONDITIONS) AIR ENTERING CONDENSER 95 FAA AIR ENTERING EVAPORATOR Fdb/ . __ ... __ ERA TOTAL COOLING CAPACITY BTUH SENSIBLE COOLING CAPACITY _BTUH COMPRESSOR INPUT KW HEATING CAPACITY GAS (YES) (NO) . INPUT - -. -. -. OUTPUT MANUFACTURER MODEL VOLTS /PHASE /HERTZ EER RATING TOTAL WT. LBS. EVAPORATOR FAN PERFORMANCE CFM EXTERNAL S.P. 'WC MOTOR H,P. HP OUTSIDE AIR (MIN.) _ CFM ACCESSORIES ECONOMIZER (YES) (NO) OR LOW AMBIENT HVAC RELIEF (GRAVITY) (POUR). HP DOWNTURN PLENUM ANTI -SHORT CYCLE . TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT - COOL - AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN - AUTO - ON- SWITCHES IN SUB -BASE CONTROL TO 0 F (YES) (NO) \) 2ObD- 07(p TENANT SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. SPRINKLER IS REQUIRED ABOVE CEIUNG AT ALL ELECTRIC MOTORS AND IN AHU MIXING BOX. 2. ALL DE5101' SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. l 454 -3931 98009 -9677 I. TENANT SHALL INSTALL A SMOKE DETECTOR IN THE RETURN AIR SECTION OF THE ROOF TOP UNIT(S). 2. UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC SYSTEM(S), SOUND AN AUDIOVISUAL ALARM HORN LOCATED AT THE FRONT OF THE STORE AND REPORT TO AN UNDERWRITER'S LABORATORIES USTED CENTRAL STATION MONTOR. 3 PROVIDE REMOTE TEST- ALARM -RESET SWITCH / UGHTS AT REAR DOOR FOR SMOKE DETECTION SYSTEM. CANCELLED J :VILA PERMIT CENTER bS MECH ' T9IC; L DE TAILS A 1 IcATT;OIIS (p UNIT NUMBER DBA THIS ° SHBST A TTO.O1 MUST 'IS INCLUDED A'8 PART OP THNAWT';S S.UBMIT'[AL TD TH E, . LA.NDLORD'. SI.DDINO CO'N'TRACTORS AND RfiR s,u,ILUricu r1lr}c =r*B'YS, Q U E O N O T E U A.3 DRAWN BY CALF REV ED SY: AE NAME: SCTTTMI DRAWNB M/MSEFE REVISIONS DATE: OB /ARISE, rE TTM -1 6/13/45 El, VAC, SCHEDULES ROOFTOP UNIT (RTU) SPECIFICATIONS' MANUFACTURER COOLING CAPACITY (AT AR. CONDITIONS) MODEL AIR ENTERING'. CONDENSER 95 Fdb VOLTS /PHASE /HERTZ AIR ENTERING 'EVAPORATOR Fdb /_Fwb EER RATING TOTAL COOLING CAPACITY BTUH TOTAL WT. LBS SENSIBLE COOLING CAPACITY 13 EVAPORATOR FAN PERFORMANCE COMPRESSOR INPUT KW CFM HEATING CAPACITY EXTERNAL S.P. 'WC GAS (YES) (NO) MOTOR H.P HP INPUT OUTSIDE AIR (MIN.) CFM ACCESSORIES OUTPUT ECONOMIZER (YES) ONO) OR LOW AMBIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) HP DOWNTURN PLENUM ANTI -SHORT CYCLE TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT - COOL - AUTO -OFF AND THROWAWAY FILTERS 5 -YR. COMP. WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE KITCHEN EXHAUST FAN MANUFACTURER MOTOR H.P. CFM POWER V/ HZ PH MODEL FAN R.P.M. E.S.P. DRIVE BELT MOUNTING (CURB) SEPARATE POWERED HVAC /SMOKE RELIEF FAN SPECIFICATION MANUFACTURER CFM '. V /PH /HZ HP MODEL STATIC PRESSURE, `WC DRIVE (DIRECT)OR(BELT) RPM MINIMUM CFM CALCULATIONS LEASABLE AREA x 1.5 CFM /SQ.FT. = CFM NOTE MINIMUM STATIC PRESSURE SHALL BE .25' W.C. H,V,A,C, SCHEDULES SUMI4ER SPACE 76 °F @ If R.H. OUTSIDE 84 ° F db/ 68 wb HEATING SPACE 72 °F OUTSIDE 21 ° F ROOFTOP UNIT (RTU) SPECIFICATIONS Fwb BTUH BTUH MANUFACTURER COOLING CAPACITY MODEL AIR ENTERING CONDENSER Fdb VOLTS /PHASE /HERTZ AIR ENTERING EVAPORATOR Fdb/ EER RATING TOTAL COOLING CAPACITY TOTAL WT. LBS. SENSIBLE COOLING CAPACITY EVAPORATOR FAN PERFORMANCE COMPRESSOR INPUT KW CFM HEATING CAPACITY (ND) INPUT. OUTPUT EXTERNAL S.P. ■ 'WC ELECTRIC (YES) (NO) GAS (YES) MOTOR H P HP KW OUTSIDE AIR (MIN) CFM STEPS ACCESSORIES ECONOMIZER (YES) (NO) DR LOW AMBIENT CONTROL TO 0 F (YES) (NO) HVAC RELIEF (GRAVITY) (PWR) HP DOWNTURN PLENUM ANTI -SHORT CYCLE TIMER AUTO- CHANGEOVER T'STAT WITH FULL PERIMETER CURB CRANKCASE HEATER HEAT - COOL -AUTO -OFF AND THROWAWAY FILTERS 5 -YR, COMP. WARRANTY FAN - AUTO -ON- SWITCHES IN SUB -BASE TOILET EXHAUST FAN SPECIFICATION 3. OUTSIDE WALL., MANUFACTURER CFM WATTS /HP V /PH /HZ MODEL STATIC PRESS. "WC RPM 2.30 )ic SEPARATE POWERED HVAC /SMOKE RELIEF" FAN SPECIFICATION RPM MANUFACTURER CFM V /PH /HZ HP MODEL STATIC PRESSURE _.'WC DRIVE (DIREC MINIMUM CFM CALCULATIONS LEASABLE AREA A 15 CFM /SD.FT.= CFM 5. PEOPLE 6. APPLIANCES 7. OUTSIDE AIR NOTE; MINIMUM STATIC PRESSURE SHALL BE 25' W.C. H,V,A,C, 'CALCULATI ❑N FORM FOOD COURT SUMI4ER SPACE 76 °F @ If R.H. OUTSIDE 84 ° F db/ 68 wb HEATING SPACE 72 °F OUTSIDE 21 ° F ROOF 'U'- 0.09 (LTD '= 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN ITEM QUANTITY FACTOR BTUH FACTOR',. BTUH FACTOR BTUH',. 1. ROOF AREA GL.A.. SOFT. 4.59 533, a CGZRIDOR WALL SOFT. 7.65. 0.75 2.52 3. OUTSIDE WALL., SOFT. SIFT. 2.30 )ic 4. LIca INB IN NE CONNECTION K.W. R ,, 3413 3413 5. PEOPLE 6. APPLIANCES 7. OUTSIDE AIR GLA/100 = PEOPLE - - 55.08 315 8.64 325 - 6.80 SEE APPLIANCE CALC FORM IAA x 2 CFM/SQ.FT: CFM 8. FAN MOTORS H.P. 2545 TOTALS GLA x .2 CFM /SO.FT.= CFM 55.08 8.64 TOTAL = (SENSIBLE A LATENT)= BTUH COOLING B. FAN MOTORS NE )Y LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' )1( WALL FACTOR OUTSIDE WALLS NORTH= 4.08 EAST = 8.84 SOUTH= 6.46 WEST = 6.46 RFAARKS. H,V,A,C, CAL'CULATI ❑N ❑TIM PHASE II SUMMER SPACE 76 ° F @ 50% R.H. OUTSIDE 84 °F db/ 68 wb HEATING SPACE 72 ° F OUTSIDE 21 F ROOF "U" = 0.05 (LTD = 68 HEAT LOSS SENSIBLE LATENT HEAT GAIN HEAT GAIN _ITEM QUANTITY FACTOR BTUH FACTOR BTUH 1 FACTOR BTUH 1. ROOF AREA G.L.A. SOFT. 2,55 3.4 2. CORRIDOR WALL SOFT. 4.76 2.52 3. OUTSIDE WALL SIFT. 2.30 )ic 4. LIGHTING )1( NE CONNECTION K.W. 3413 5. PEOPLE GLA /100 = PEOPLE - .315 325 6. APPLIANCES SEE APPLIANCE CALC FORM 7. OUTSIDE AIR GLA x .2 CFM /SO.FT.= CFM 55.08 8.64 6.80 B. FAN MOTORS H.P. 2545 TOTALS TOTAL = (SENSIBLE + LATENT)= BTUH COOLING 1KlIE LIGHTING KW ENTRY SHALL MATCH FROM THE ELECTRIC LOAD SUMMARY ON 'ELECTRICAL DATA FORMS' )K WALL FACTOR OUTSIDE WALLS NORTH= 0.50 EAST = 1.00 SOUTH= 0.75 WEST = 1.00 REMARKS, lemme III Dfr: 11111 KEY PLAN NO SCALE PHASE II MERVYN'S HVAC SOUTHCENTER MALL PHASE II SYSTEM DESCRIPTIONS TENANT TO FURNISH N ENANT 0 URNISH AND INSTALL ROOF TOP UNIT(S) P 0 (S) SIGAD PER SENSIBLE/TOTAL CALCULATION FORM. HEATING MAY BE GAS OR ELECTRIC FOR PHASE II TENANTS. GAS IS AVAILABLE ON ROOF. TENANT SHALL OBTAIN GAS METER FROM LOCAL UTIUTY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. TENANT SHALL ROUTE GAS SERVICE TO THEIR SPACE AND EQUIPMENT WITHIN THEIR SPACE. SEE LANDLORD'S DRAWINGS FOR GAS SERVICE LOCATION. COOLING SHALL BE ELECTRIC. LOW AMBIENT CONTROL OR AN ECONOMIZER CYCLE IS REQUIRED ON ALL RTU'S. TENANTS SHALL INSTALL TOILET ROOM INCLUDING EXHAUST FAN WITH EXHAUST DUCT TO LANDLORD PROVIDED CENTRAL TOILET EXHAUST SYSTEM. PLUMBING C. TENANT SHALL FURNISH AND INSTALL A COMPLETE TOILET ROOM D WITHIN THE LEASED PREMISES. LANDLORD HAS PROVIDED SANITARY AND DOMESTIC WATER CONNECTIONS FOR TENANTS TO UTILIZE. TENANTS SHALL RUN A VENT TO LANDLORD'S VENT 7 SYSTEM. TOILET ROOMS SHALL CONFORM WITH ADA REQUIREMENTS AND THE REQUIREMENTS OF THE LANDLORD. 2. WATER METER IS REQUIRED BY ALL LARGE WATER USING TENANTS. TENANT 70 PURCHASE WATER METER AND INSTALL PER 2 LANDLORD'S REQUIREMENTS. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SPRINKLER TENANT SHALL FURNISH AND INSTALL A SPRINKLER SYSTEM WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION POINT. 2. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING JURISDICTION, THE LANDLORD AND FACTORY MUTUAL THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE 4th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206)- 454 -3931 98009 -9677 FIRE DETECTION AND SMOKE CONTROL SYSTEMS (FDSCS) TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE ROOF TOP UNIT(S) AND AT STORE FRONT. ADDITIONAL SMOKE DETECTOR'S ARE REQUIRED EVERY 3Q' -0" OPEN STORE FRONT. TENANTS SHALL FURNISH AND INSTALL A SMOKE RELIEF FAN. TENANTS SHALL FURNISH AND INSTALL A STARTER FOR CONTROL OF THE SMOKE RELIEF FAN. 3. TENANT TO FURNISH AND INSTALL A FIRE DETECTION AND SMOKE CONTROL SYSTEM. ALL COMPONENTS TO BE SAME AS LANDLORD'S EXISTING. INTERFACE BETWEEN LANDLORD'S SYSTEM TO SHUT DOWN TENANTS' HVAC SYSTEM AND ENERGIZE TENANT'S SMOKE RELIEF FAN. SEE TIE DRAWING FOR SCHEMATIC. SEARS CANCELLED awn ONE KEY PLAN NO SCALE M MERVYN'S A4PEN EY HVAC C. SPRINKLER t. TENANT TO INSTALL A SPRINKLER SYSTEM TENANT SHALL FURNISH AND ST ROOF TOP UNIT(S) SIZED PER 7. ENA FURNISH AND INSTALL 00 FU () SENSIBLE/TOTAL CALCULATION FORM. HEATING SHALL BE GAS FOR WITHIN THE LEASED PREMISES FROM THE LANDLORD'S CONNECTION FOOD COURT TENANTS. GAS IS AVAILABLE ON ROOF. TENANT POINT. SHALL OBTAIN GAS METER FROM LOCAL UTILITY AND INSTALL PER UTILITY COMPANY REQUIREMENTS. SEE LANDLORD'S DRAWINGS FOR 2. ALL DESIGN SHALL BE APPROVED BY ALL AUTHORITIES HAVING GAS METER LOCATION. COOUNG SHALL BE ELECTRIC. LOW AMBIENT CONTROL MUST BE UTIUZED. ECOMOMIZER NOT PERMITTED. 2. TENANT SHALL FURNISH AND INSTALL A SMOKE RELIEF. FANS SHALL BE SIZED AS INDICATED ON CALCULATION FORM. B. PLUMBING D. FOOD COURT SOUTHCENTER MALL FOOD COURT SYSTEM DESCRIPTIONS LANDLORD HAS PROVIDED SANITARY, VENT, GAS AND DOMESTIC WATER SERVICES FOR FOOD COURT TENANTS TO UTILIZE. SEE LANDLORD'S DRAWINGS FOR LOCATION OF SERVICES. 2. WATER METER IS REQUIRED BY ALL FOOD COURT TENANTS. TENANT TO PURCHASE WATER METER FROM LOCAL UTILITY AND INSTALL PER UDLDY COMPANY REQUIREMENTS. PROVIDE METER WITH REMOTE READOUT AS REQUIRED. ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3. MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. JURISDICTION, THE LANDLORD AND FACTORY MUTUAL THE LANDLORD'S UNDERWRITER IS: FACTORY MUTUAL DISTRICT OFFICE 10900 NE /th ST. SUITE 700 P.O. BOX 96077 BELLEVUE, WA. (206)- 454 -3931 98009 -9677 SMOKE DETECTION SYSTEMS 1. TENANT SHALL INSTALL A SMOKE DETECTOR IN THE SUPPLY AIR SECTION OF THE ROOF TOP UNT(S). 2. UPON DETECTION OF TENANT SMOKE THE SMOKE DETECTOR SHALL SHUT DOWN THE HVAC SYSTEM(S), SOUND AN AUDIO/VISUAL ALARM HORN LOCATED AT THE FRONT OF THE STORE AND REPORT TO AN UNDERWRITER'S LABORATORIES LISTED CENTRAL STATION MONITOR. 3. PROVIDE REMOTE TEST -ALARM -RESET SWITCH /LIGHTS AT REAR DOOR FOR SMOKE DETECTION SYSTEM. C:r OFTL'�t�'JILA PERMIT CENTER SOUTHCENTER MECHANICAL DETAILS AND SPECIFICATIONS Sheet 2 of 6 THIS SHEET & TTO.01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO, THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REVISIONS Q3 REVISED 4/20/98 2Q REVISED 1/15/96 1Q REVISED DRAWN BY: SCALE: REVISED BY: FILE NAME: SCNTTM2 DATE: 6/13/95 JOB NUMBER DATE DRAWING NUMBER: TTM -2 LOCATION, . SEATTLE, WASHINGTON UNIT NUMBER DBA GENERAL A. ALL YORK SHALL BE PERFORMED IN CONFORMANCE WITH ALL APPLICABLE CODES AND LANDLORD'S MINIMUM REQUIREMENTS AS STATED HEREIN) IN THE LEASE, AND /OR IN THE TENANT MANUAL. CODE REQUIREMENTS, IF MORE RESTRICTIVE THAN LANDLORD REQUIREMENTS, SHALL TAKE PRECEDENCE. AND VICE /VERSA. B. GENERAL AND SPECIAL CONDITIONS OF AIA 201 AND TENANT'S GENERAL CONDITIONS REQUIREMENTS SHALL APPLY UNLESS OTHERWISE NOTED. G ALL YORK SHALL BE GUARANTEED FOR ONE TEAR AFTER ACCEPTANCE OF WORK BY THE TENANT AND THE LANDLORD. D. ALL YORK SHALL BE PERFORMED AS INDICATED ON DRAWINGS UNLESS FIELD CONDITIONS REQUIRE MINOR CHANGES TO BE MADE. MINOR CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE TENANT. F. MANUFACTURERS' NAMES ON WHICH THIS SPECIFICATION IS BASED INDICATE THE MINIMUM DUALITY OF PRODUCT REQUIRED BY LANDLORD. SUBSTITUTIONS MAY BE MADE TO THOSE SPECIFIED IF DEEMED EQUIVALENT BY LANDLORD. ITEMS NOT SPECIFIED HEREIN SHALL MEET LANDLORD'S APPROVAL. IF A CONFLICT OCCURS, THE LANDLORD SHALL RESOLVE SUCH CONFLICT AND THE TENANT'S CONTRACTOR SHALL CONFORM TO THE LANDLORD'S DECISION. J. K. INSTALLATION OF ALL ROOF MOUNTED EQUIPMENT SHALL BE COORDINATED WITH LANDLORD'S DESIGNATED REPRESENTATIVE. O. DEFICIENCIES AND NON - CONFORMING ITEMS - IF, AT ANY TIME DURING THE TERM OF THE LEASE, LANDLORD DETERMINES TENANT'S EQUIPMENT OR SYSTEM HAS NOT BEEN INSTALLED OR IS NOT OPERATING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OR LANDLORD'S REQUIREMENTS, LANDLORD MAY, IN ADDITION TO ANY OTHER RIGHTS REMEDIES IT MAY HAVE, AFTER GIVING FIVE (5) DAYS WRITTEN NOTICE TICS TO TO TENANT OF ITS INTENTION TO DO S0, T SUCH DEFICIENCIES A LANDLORD MAY ELECT TO PERFORM FOR AND ON TENANT'S SHALL BEHALF. TENANT SHALL REIMBURSE LANDLORD FOR ALL COSTS INCURRED BY LANDLORD FOR THE CORRECTION O THE DEFICIENCIES PLUS A FIFTEEN PERCENT (157.) ADMINISTRATIVE CHARGE. THE TOTAL AMOUNT SHALL BE DUE AND PAYABLE TO LANDLORD UPON DEMAND. P. II. PLUMBING C. ACTUAL LOCATIONS OF LANDLORD'S SERVICES MUST BE FIELD VERIFIED. CHANGES TO CONFORM TO LANDLORD'S SERVICE LOCATIONS SHALL BE MADE AT NO ADDITIONAL COST TO THE TENANT AND /OR LANDLORD SUBMIT SHOP CRAVINGS DE ALL MAJOR EQUIPMENT FOR APPROVAL. SUBMITTALS SHALL INCLUDE AIR AND WATER BALANCE REPORTS. AS BUILT DRAWINGS - PREPARE AND SUBMIT TO LANDLORD AND TO TENANT 'AS BUILT' DRAWINGS INDICATING THE EXACT LOCATION OF ALL DUCTWORK, PIPING, AND ALL EQUIPMENT INCLUDING THE EQUIPMENT'S 'AS INSTALLED' SIZE(S), MANUFACTURER, MODEL NUMBERS AND PERFORMANCE RATINGS. SUPPORTS - EQUIPMENT, PIPING, DUCTWORK, DR ANY OTHER ACCESSORY SHALL NOT BE SUPPORTED FROM LANDLORD'S CEILING, SOFFIT, NEUTRAL PIERS, PIPING, DUCTWORK, METAL ROOF DECK, LATERAL BRACING, BRIDGING, OR CONDUIT. ITEMS SHALL ONLY BE SUPPORTED FROM STRUCTURE WHICH HAS BEEN APPROVED BY LANDLORD FOR SUPPORT. ALL ROOF WORK, PENETRATIONS AND REPAIRS SHALL BE TOTALLY PERFORMED BY ONLY THOSE ROOFING CONTRACTORS APPROVED BY LANDLORD AND SHALL BE PERFORMED AT THE TENANT'S EXPENSE. TENANT'S CONTRACTOR SHALL PAY FOR ALL FEES ASSOCIATED WITH THE CONSTRUCTION OF THE SPACE INCLUDING BUT NOT LIMITED TO UTILITY COMPANY CONNECTIONS, SERVICE AND /OR TAPPING FEES LOCAL, COUNTY, OR STATE SERVICE CHARGES, INSPECTION CHARGES AND PERMIT FEES, LANDLORD'S CONNECTION FEES, LANDLORD'S UTILITY CHARGES, LANDLORD'S METERING CHARGES AND /OR LANDLORD'S EQUIPMENT CHARGES. WHERE THE TENANT ELECTS TO REUSE, AND THE LANDLORD HAS APPROVED THE RE -USE OR RENOVATION OF AN EXISTING HVAC AND /OR PLUMBING SYSTEM, REPAIR OR REPLACE ALL OR PART OF THE HVAC AND /OR PLUMBING EQUIPMENT TO ENSURE PROPER AND EFFICIENT OPERATION OF THE SYSTEM(S), ENSURE THE HVAC SYSTEM. IS CAPABLE OF MAINTAINING THE SPACE TEMPERATURES WITHIN THE LEASED PREMISES IN ACCORDANCE WITH THE LANDLORD'S, LOCAL, STATE, AND FEDERAL REQUIREMENTS, AND PROVIDE WRITTEN CONFIRMATION TO LANDLORD OF ALL WARRANTIES IMPLIED. TENANT ELECTS NOT TO RE -USE EXISTING EQUIPMENT, CONDUIT, PIPING OR FIXTURES INCLUDING BUT NOT LIMITED TO ANY ROOF MOUNTED EQUIPMENT, TENANT SHALL AT TENANT'S EXPENSE REMOVE SUCH PARTS OF 'THE SYSTEM AND EQUIPMENT NOT BEING RE -USED INCLUDING CURBS ANDOUTILITY SERVICES TO SUCH EQUIPMENT, CAP ALL PIPING AT LANDLORD MAINS. TENANT SHALL PERFORM'.ALL NECESSARY REPAIRS TO THE ROOFING SYSTEM AND /OR ADJACENT CONSTRUCTION IN ACCORDANCE VITH'THE LANDLORD'S CRITERIA AND DETAILS INDICATED ON LANDL'ORD'S MECHANICAL DETAILS AND SPECIFICATIONS DRAWINGS. FOR INSTALLATION OF EQUIPMENT, CONTRACTOR SHALL CONFORM TO LANDLORD' S DETAIL DRAWINGS AND MECHANICAL DETAIL AND SPECIFICATIONS DRAWINGS. X PLUMBING SERVICES HAVE BEEN PROVIDED FOR TENANT'S USE. TENANT SHALL EXTEND SERVICES PER TENANT'S AND LANDLORD'S REQUIREMENTS. SEE LANDLORD'S BUILDING DRAWINGS FOR LOCATION. THE LANDLORD HAS PROVIDED A DOMESTIC WATER, SANITARY VENT AND SANITARY SERVICE. THE TENANT SHALL CONNECT TO THE SERVICES. (MANDATORY) TENANT SHALL EXTEND SERVICE PER LANDLORD REQUIREMENTS. NO PIPING SHALL BE INSTALLED IN DEMISING GALL. A HANDICAPPED ACCESSIBLE TOILET ROOM IS REQUIRED IN EACH TENANT SPACE, EXCEPT FOOD COURT AND G2 AREA TENANTS. D2 AREA TENANTS VHO ELECT AND ALL NON- FOODCWRT TENANTS WHERE SAME DOES NOT EXIST, FURNISH AND INSTALL A MINIMUM OF ONE WATER CLOSET, ONE LAVATORY, ONE FLOOR DRAIN, ONE 6- GALLON WATER HEATER, AND ALL OTHER REQUIRED MATERIAL AND EQUIPMENT FOR A COMPLETE TOILET ROOM. TOILET ROOMS SHALL BE AS REQUIRED BY APPLICABLE CODES AND ADA. MATERIALS 1. ALL MATERIALS SHALL BE NEV. USED MATERIAL SHALL NOT BE PERMITTED. 2. GAS PIPING a. SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE SCREWED FITTINGS INSTALLED PER LANDLORD'S, STATE AND LOCAL AUTHORITIES', AND THE UTILITY COMPANY REQUIREMENTS. GAS COCKS 2' AND SMALLER SHALL BE SCREWED IRON PLUG VALVE 200 PSI, 2 -1/2' AND LARGER SHALL BE IRON FLANGED, PLUG VALVE, 200 PSI. N. PAINT ALL GAS PIPING EXTERIOR TO THE BUILDING, WHICH WAS INSTALLED UNDER THIS CONTRACT, WITH TWO COATS OF DARK BROWN RUST RESISTANT PAINT. PIPE SHALL BE CLEANED PRIOR TD PAINTING. GAS PIPING ON ROOF SHALL BE INSTALLED AND SUPPORTED PER DETAILS. THERE SHALL BE NO VALVES OR UNIONS INSTALLED IN RETURN AIR PLENUMS, 3. BURIED UNDERGROUND AND BELOW FLOOR SEVER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH APPROVED COMPRESSION JOINTS. UNDERGROUND SEVER PIPING SHALL BE A MINIMUM SIZE OF 2', MINIMUM OF 1/8' PER FOOT OF SLOPE. NO- HUB JOINTS ARE NOT PERMITTED. 3a. UNDERGROUND SEVER PIPING AND FITTINGS MAY BE PVC -DWV ASTM- D2665-78 SCHEDULE 40 WITH SOLVENT WELDED JOINTS. UNDERGROUND SEVER PIPING SHALLAA MINIMUM SIZE OF 2', MINIMUM OF 1/8' PER FOOT OF SLOPE. 4 ABOVE GROUND, ABOVE OR BELOW FLOOR, SEVER AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON PIPE WITH W HUB JOINTS. PVC AND ABS PIPING ARE NOT PERMITTED. 5. UNDERGROUND AND BELOW FLOOR HOT AND COLD WATER PIPING SHALL BE TYPE 'K' COPPER PIPE OR TUBING WITH SIL -FOS 15 SILVER BRAZED JOINTS. 6. ABOVE FLOOR HOT AND COLD WATER PIPING SHALL BE TYPE 'L' COPPER PIPE WITH 95 -5 SOLDERED JOINTS OR SIL: FOS 15 SILVER BRAZED JOINTS. INSULATE ALL ABOVE GROUND, ABOVE OR BELOW FLOOR, HOT AND COLD WATER PIPING WITH A MINIMUM OF 1' THICK FIBERGLASS PIPE INSULATION WITH A VAPOR BARRIER AND PLENUM RATED PRE MOLDED FITTING COVERS DR I' THICK CLOSED CELL PLENUM RATED INSULATION. INSULATE ALL SANITARY LINES SERVING TENANT SPACE WHEN REQUIRED TO PREVENT CONDENSATION RESULTING FROM TENANT'S OPERATION. ALL JOINTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. ALL INSULATION, VAPOR BARRIERS, PRE-MOLDED FITTING COVERS, ETC. SHALL HAVE SURFACE BURNING CHARACTERISTICS NOT EXCEEDING A FLAME SPREAD RATING OF 25 AND A SMOKE DEVELOPED RATING OF 50. 8. FURNISH AND INSTALL DIELECTRIC UNIONS FOR DISSIMILAR PIPING MATERIALS, ALL BACKFLOW PREVENTDRS, VALVES, UNIONS, BYPASS PIPING AND TESTING AS REQUIRED BY THE FIXTURE MANUFACTURER, BY THE LOCAL UTILITY AND CODES. 9. PROVIDE ACCEPTABLE SUPPORTING DEVICES FOR ALL PIPING. ALLOW FOR PIPE EXPANSION AND PREVENTION OF ELECTROLYSIS. SUPPORTING DEVICES NOT PROTECTED WITH A SHOP PLATING /FINISH SHALL BE COATED WITH A RUST INHIBITING PRIMER. SUPPORT PER SEISMIC REQUIREMENTS FOR ZONE 3. 10. GAS METER a. GAS METER - PHASE I - NOT APPLICABLE b. GAS METER - 'G2' - PHASE II - FOOD COURT WHERE GAS IS REQUIRED BY TENANT'S APPROVED DESIGN, INSTALL AT NU EXPENSE TO LANDLORD, A GAS METER COMPLETE WITH REGULATOR.), SHUT OFF VALVES, UNIONS AND ALL OTHER ACCESSORIES PER LOCAL UTILITY COMPANY. LOCATE METER AS DIRECTED BY LANDLORD AND UTILITY. 11. ALL FOOD TENANTS AND ANY HIGH HAZARD TENANT SHALL FURNISH AND INSTALL A REDUCED PRESSURE BACKFLOV PREVENTER. 12. WHERE REQUIRED BY LOCAL AUTHORITIES AND UTILITIES ALL TENANTS SHALL INSTALL BACKFLOV PREVENTION. E. CONNECT TO LANDLORD'S SANITARY AND COLD WATER PIPING AT LANDLORD'S POINT OF SERVICE CONNECTION. PHASE I AND FOOD COURT TENANTS SHALL CONNECT TO LANDLORD SUPPLIED SANITARY VENT SYSTEM. WHERE ADDITIONAL POINTS) OR INCREASED SIZE OF SERVICE IS REQUIRED AND APPROVED BY LANDLORD) EMPLOY LANDLORD'S CONTRACTOR TO PERFORM THE WORK PER THE LANDLORD'S CRITERIA AT NO EXPENSE TO LANDLORD. SEE PLAN FOR LOCATION. F. ALL TENANT WORK PERFORMED ABOVE THE CEILING OF OTHER TENANTS SHALL BE COORDINATED WITH OTHER TENANTS) AND LANDLORD. G. AIR CHAMBERS ARE REQUIRED ON EACH HOT AND COLD RATER SUPPLY TO EACH PLUMBING FIXTURE OR PROVIDE SYSTEM SHOCK ABSORBERS SIMILAR TO J.R. SMITH 'HYDROTROL' SERIES 5000. SIZE AS REQUIRED BY TENANT PLUMBING SYSTEM. INTERCEPTORS III. FIRE SUPPRESSION SYSTEMS PLUMBING FIXTURES - THE FOLLOWING IS A MINIMUM SPECIFICATION FOR FIXTURES. a. GREASE INTERCEPTOR SHALL BE INSTALLED WHERE REQUIRED BY STATE AND LOCAL CODES AND LANDLORD'S REQUIREMENTS TO RECEIVE GREASE LADEN WASTE. TENANTS SUBMITTAL DRAWINGS SHALL STATE INTERCEPTOR FLOW CAPACITY IN G. P.M. AND POUNDS OF GREASE STORAGE. FLOW CAPACITY AND POUNDS OF GREASE STORAGE SHALL BE CALCULATED PER THE GREASE TRAP MANUFACTURER'S GUIDELINES CONT- RACTOR SHALL VENT ALL FIXTURES DRAINING TO GREASE TRAPS AND THE GREASE TRAP. A. GREASE INTERCEPTOR SHALL BE CAST IRON J.R. SMITH 8000 SERIES, COMPLETE WITH FLEA CONTROL INSTALL IN LOCATION AND METHOD APPROVED BY LANDLORD AND THE LOCAL PLUMBING AND HEALTH DEPARTMENT CODES. WORK SINKS FOR HAIR SALONS, PET SHOPS, AND EYEGLASS LABORATORIES. INTERCEPTORS SHALL BE EQUAL TO J.R. SMITH 8700 SERIES. 2. FOOD PREPARATION PLUMBING FIXTURES SHALL BE STAINLESS STEEL AND SHALL BE FURNISHED, INSTALLED AND CONSTRUCTED TO CONFORM TO ALL CODES, HEALTH DEPARTMENT, AND NATIONAL SANITATION FOUNDATION. 3. WATER CLOSET - AMERICAN STANDARD 2108.408 CADET WITH CHROME SUPPLY AND STOP. VALVE, AND OPEN FRONT VH1TE SEAT AND SEAT COVER. SET AT ADA HEIGHT. 4. LAVATORY - AMERICAN STANDARD 9140.011 WHEEL CHAIR LAVATORY 27 X 20' WITH WALL HANGERS, CHROME SUPPLIES AND STOPS, AND'. 1-1/2' O ROfE TRAP WITH CLEANOUT, FURNISH WITH CENTER SET FAUCET, SELF CLOSING WITH FLOW REGULATION, AMERICAN STANDARD OR EQUAL, CHROME PLATED WITH 7723.018 GRID ',DRAIN /OFFSET TAIL PIECE. 5. WATER HEATER (MINIMUM)'- A O SMITH.- 6 GALLON, 1500 WATTS INSULATED PER ENERGY CODE., TIP VALVE SHALL BE PIPED FULL SIZE AND SAFEWASTED TO A DRAIN PAN OR FLOOR DRAIN. HEATER SHALL HAVE A 5 -YEAR WARRANTY. 6. WATER HEATERS SHALL CONFORM TO ALL ENERGY CODES AND SHALL INCORPORATE A 2- GALLON THERMAL EXPANSION TANK. HEATER SHALL BE ELECTRIC OR GAS FIRED AND SHALL INCORPORATE A TEMPERATURE - PRESSURE RELIEF VALVE PIPED TO 'A. FLOOR DRAIN. 7. WHERE WATER HEATERS ARE INSTALLED ABOVE THE FINISHED CEILING, INSTALL HEATERS IN A 3' DEEP RATER TIGHT PAN WITH RELIEF VALVE PIPED TO PAN AND PAN SAFE VASTER TO AN APPROVED FLOOR DRAIN. GAS FIRED WATER HEATERS SHALL NOT BE INSTALLED IN CONCEALED SPACES AND SHALL BE LOCATED IN A SEPARATE ROOM, PROVIDE COMBUSTION AIR FOR. GAS FIRED WATER HEATERS WITHIN A ZERO TO POSITIVE PRESSURE ENVIRONMENT. INSTANTANEOUS UNDERSINK TYPE WATER HEATERS ARE ALSO ACCEPTABLE 8. HAND SINKS, FAUCETS AND SPECIALTIES SHALL BE FURNISHED AND INSTALLED PER HEALTH DEPARTMENT REQUIREMENTS AND ALL APPLICABLE CODES. 9. FLOOR DRAIN - J.R. SMITH FIGURE 2010 - WITH A NICKEL BRONZE OR SATIN BRONZE FINISH WITH PRIMER TAPPING WHEN REQUIRED. FLOOR DRAINS SERVING ALL SODA DISPENSER WASTE LINES SHALL HE PROVIDED WITH TRAP PRIMERS 10. CLEANOUTS NICKEL RS - J.R. SMITH 4000 SERIES WITH NIC BRONZE OR BRONZE BRONZE FINISH TOP AND TAPER THREAD BRONZE PLUG OF SIZES SHOWN ON PLANS. ALL CLEANOUTS SHALL BE INSTALLED IN FINISHED FLOOR OR ABOVE. CLEANOUTS UNDER SLAB ARE NOT ACCEPTABLE. 11. TRAP SEAL PRIMER VALVE -J.R. SMITH FIGURE 2699. 12. WATER METER a. PHASE I, G2 AND FOOD COURT - INSTALL AT NO EXPENSE TO LANDLORD, A WATER METER IN AN APPROVED LOCATION PER THE'LOCAL WATER UTILITY COMPANY AND LANDLORD'S REQUIREMENTS. CONTRACTOR SHALL PAY ALL FEES AND LANDLORD CHARGES ' WITH METER AND METER INSTALLATION. PHASE 1[ - WATER SUB -METER IS REQUIRED ONLY BY LARGE WATER CONSUMING TENANTS WATER NETER TO BE INSTALLED BY TENANT COMPLETE WITH UNIONS AND SERVICE VALVES. TENANT TO PURCHASE AND INSTALL BADGER MODEL SC -ER OR APPROVED EQUAL, DIGITAL READ OUT IN CU. FT. LOCATE METER 4' -6" AFF IN AREADILY ACCESSIBLE LOCATION A. TENANT'S SPRINKLER SYSTEM SHALL SE INSTALLED FROM LANDLORD'S SPRINKLER BULK MAIN SERVICE PROVIDED BY LANDLORD FOR THE PREMISES IN THE EVENT A SPRINKLER SYSTEM EXISTS, MODIFY THE EXISTING SYSTEM. IN THE EVENT TENANT REQUIRES LARGER SPRINKLER SERVICE, TENANTS CONTRACTOR SHALL EMPLOY LANDLORD'S CONTRACTOR TO INSTALL INCREASED SIZE OF SERVICE PER LANDLORD REQUIREMENTS. THERE SHALL BE ONLY ONE CONNECTION PER TENANT. THERE SHALL BE NO CROSS FEEDS TO OTHER TENANTS OR MALL SYSTEMS PROVIDE A SPRINKLER SYSTEM FOR THE ENTIRE PREMISES INCLUDING ALL PIPING AND ACCESSORIES PER THE REQUIREMENTS OF ALL APPLICABLE CODES, FACTORY MUTUAL, NFPA -13, LANDLORD AND LANDLORD'S FIRE AND CASUALTY INSURER, ALL PIPING SHALL BE HYDRAULICALLY DESIGNED AND INSTALLED PER NFPA -I3 ORDINARY HAZARD, CLASSIFICATION GROUP II. HYDRAULIC CRITERIA FOR SYSTEM DESIGN SHALL BE. DENSITY - 0.18 GPM PER SO FT. - FIRE AREA - MOST REMOTE 25000 SOFT. WITH A 500 GPM HOSE ALLOWANCE. OBTAIN FLOW AND PRESSURE FROM LOCAL AUTHORITIES OR LANDLORD'S INSURANCE UNDERWRITER. PIPING SHALL BE PER NFPA, OR IF MORE STRINGENT FM APPROVED. MAXIMUM SPACING OF SPRINKLER HEADS SHALL BE 130 SO. FT. PER HEAD IN SALES AREA AND 100 SO FT. PER HEAD IN STORAGE AREAS OR HIGH HAZARD AREAS. SPRINKLER HEADS IN THE SALES AREA SHALL BE CONCEALED /FLUSH OR SEMI - RECESSED PENDANT WITH AN ESCUTCHEON. SPRINKLER HEADS IN STUCK ROOM. SHALL BE RECESSED OR UPRIGHT, BRASS OR CHROME SPRINKLER HEADS IN CONTROL AREA (STOREFRONT POP -OUT) SHALL BE CONCEALED /FLUSH TYPE, FACTORY PAINTED TO MATCH CEILING COLOR. TEMPERATURE RATINGS SHALL BE AS REQUIRED BY LANDLORD'S FIRE AND CASUALTY INSURER AND/OR AUTHORITY HAVING JURISDICTION. ALL SPRINKLER HEADS MUST BE UNDERWRITER'S LABORATORIES LISTED AND FACTORY MUTUAL APPROVED.' Q CONTRACTOR SHALL OBTAIN FROM LANDLORD THE LANDLORD'S FIRE AND CASUALTY INSURERS NAME, ADDRESS, AND PROJECT INDEX NUMBER. PRIOR TO INSTALLATION, CONTRACTOR SHALL SUBMIT SEVEN 17) SETS OF CALCULATIONS AND SEVEN (7) SETS OF PRINTS OF SPRINKLER DESIGN TO LANDLORD'S FIRE AND CASUALTY INSURER FOR APPROVAL.. UPON APPROVAL AND PRIOR TO INSTALLATION, CONTRACTOR SHALL FORWARD ONE (1). REPRODUCIBLE SEPIA OF THE APPROVED DESIGN AND TWO (2) BLUE LINE PRINTS, WHICH SHALL HAVE THE LANDLORD'S INSURER'S APPROVAL STAMP, TO THE LANDLORD FOR LANDLORD'S APPROVAL. AND RECORDS. CONTRACTOR TO OBTAIN ALL OTHER APPROVALS FROM APPLICABLE AUTHORITIES AND SUBMIT APPROVED PRINTS TO LANDLORD FOR LANDLORD'S RECORDS. IV. HVAC A. G. REIMBURSE LANDLORD FOR ALL COSTS OF DRAINING AND REFILLING LANDLORD'S SPRINKLER SYSTEM WHERE SAME IS REQUIRED TO COMPLETE TENANT'S SPRINKLER SYSTEM H. ALL OTHER CODE OR LANDLORD REQUIRED FIRE PREVENTION SYSTEMS AND ACCESSORIES SHALL BE INCORPORATED AS PART OF THIS SCOPE IR MIRK. TENANT'S SPRINKLER PIPING 4' AND LARGER SHALL BE INSTALLED WITH HANGERS AT EVERY BAR JOIST WHEN INSTALLED PERPENDICWAR TO BAR JOISTS, AND WITH HANGERS SUPPORTED FROM TRU BAR JOISTS EVERY UR -0' ON CENTERS WHEN INSTALLED PARALLEL TO BAR Jams. ALL HANGERS AND /OR SUPPORTS SHALL BE INSTALLED WITHIN 6' OF A JOUST PANEL POINT.. J. THE MALL MANAGEMENT, THE LANDLORD'S FIRE AND CASUALTY INSURER, AND THE LOCAL FIRE DEPARTMENT MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO MAKING ANY MODIFICATIONS TO THE EXISTING FIRE PROTECTION SYSTEM., WORK SHALL BE COORDINATED SO THAT ONLY ONE (1) RISER OR BULKMAIN IS SHUT -DOWN FOR ANY GIVEN TIME. SPRINKLER SYSTEM.) SERVICE SHALL BE RESTORED TO THE AREAS AFFECTED AT THE END OF EACH WORKING DAY DURING THE CONSTRUCTION PERIOD K. PIPING TEST - ALL ABOVE ORATE PIPING INSTALLED BY THIS COTRRACIDR SHALL BE TESTED AT A PRESSURE OF 200 LDS HYDROSTATIC FOR TWO (2) HOURS AND ALL NOTICEABLE LEAKS TO BE REPAIRED UNTIL TIGHT. TEST SHALL BE WITNESSED BY THE OWNER'S REPRESENTATIVE AND WRITTEN CERTIFICATION OF SUCCESSFUL TESTING SHALL BE SUBMITTED TO THE ENGINEER PRIOR TO FINAL ACCEPTANCE THIS CONTRACTOR SHA L ALSO BE REQUIRED TO PERFORM ALL OTHER TESTS REQUIRED BY THE PREVIOUS SPECIFIED AGENCY HAVING AUTHORITY. EXHAUST HOODS WHERE REQUIRED BY CODES AND/OR LANDLORD'S PROPERTY AND CASUALTY INSURER(S), SHALL INCORPORATE AN APPROVED AUTOMATIC FIRE SUPPRESSION SYSTEH<S) COMPLETE WITH FAN INTERLOCK, AUTOMATIC GAS APPLIANCE SHUT-OFF SOLENOID VALVE, ELECTRICAL INTERLOC OSRANNT TRIPS), MANUAL RELEASES, ETC., PER APPLICABLE COWS, NFP? AND/OP LANDLORD'S FIRE AND CASUALTY INSURER(S). TOY STORES AND OTHER STORES THAT HAVE HIGH PILED STORAGE OF PLASTIC MATERIAL AS DETERMINED BY THE LOCAL FIRE MARSHALL AND/OR lANRBO'S FIRE AND CASUALTY INSURER SHALL BE DESIRED FOR .3 APR PER SO FT. OVER THE MOST REMOTE 3010 SO. FT. VERIFY REQUIREMENTS TENANT HVAC SYSTEM CRITERIA 1. TENANT SHALL DESIGN, FURNISH AND INSTALL A COMPLETE NM SYSTEM TO HEAT AND COOL THE ENTIRE PREMISES IN STRICT CONFORMANCE WITH THE CRITERIA AND DESCRIPTION CONTAINED DAN LANDLORD'S MECHANICAL DETAIL AND SPECIFICATION DRAWINGS, THE LEASE AND /OR TENANT MANUAL/ 2. THE HEATING AND CLING SYSTEM DESIGN SHALL BE BASED ON THE APPLICABLE STATE AND LOCAL CODES) AND THE INTONATION PROVIDED ON THE ATTACHED CALCULATION FORM WHICH IS DERIVED FROM THE NOSE RECENT DESIGN CONDITIONS LISTED IN TIE OF REFRIGERATION SOCIETY FEATRNG, ERATION AND AIR- CONDITIONING ENGINEERS, (A S H R A E) MANUAL 3. HEAT GAIN CALCULATIONS SHALL BE BASED UPON THE MONTH, TAY AND HOUR OF PEAK SOLAR, THERMAL AND INTERNAL HEAT GAINS USING CODE REQUIRED MINIMUM OUTSIDE AIR QUANTITIES AT ESIGN I,.. CONDITIONS. 4. HEAT LOSS CALCULATIONS STALL BE BASED UPON THE FULL FEAT LOSS AND CODE REQUIRED MINIMUM DUTSHIE AIR REQUIREMENTS AT DESIGN CONDITIONS <CREDIT SHALL NOT BE TAKEN FOR INTERNAL HEAT GAINS). 5. THE FOLLOWING SHALL E APPLICABLE TO THE CALCULATIONS FOR SPECIAL OCCUPANCIES (E.G., BEAUTY SALONS, PET SHOPS, BARBER SHOPS, GAME OR AMUSEMENT FACILITIES, PHOTOFINISHING ESTABLISHMENTS, RESTAURANTS,' a. CODE REQUIRED OCCPANCY LEVEL CODE REQUIRED OUTSIDE AIP QANTITIES c. ALL HEAT PRODUCING GAS OR ELECTRIC APPLIANCE LOADS WITH LANDLORD APPROVED DIVERSITY FACTORS. A. LANDLORD MAKE -UP AIR REQUIREMENTS ALL RAMP AIR MUST BE CONDITIOEIG 6. FOOD TYPE OR OTHER ODOR PRODUCING TENANT'S HVAC SYSTEM SHALL MAINTAIN A SLIGHT NEGATIVE MALL AND DIFFERENTIAL BETWEEN THE PREMISES AND THE ENCLOSED MALL AND OTHER COMMON AREAS IF THE SHOPPING CENTER. 7. NON -ODOR PRODUCING TENANT'S HVAC SYSTEM SHALL MAINTAIN A SLIGHT POSITIVE PRESSURE DIFFERENTIAL BETWEEN THE PREMISES AND THE ENCLOSED MALL AND OTHER COMMON AREAS OF THE SHOPPING CENTER. 8. UNLESS OTHERWISE PERMITTED BY LANDLORD, OUTSIDE AIR, RELIEF AIR, EXHAUST AIR DR ANY OTHER TYPE DE OPENING DR GRILLE SHALL NOT BE PERMITTED IN OR ON ANY DEMISING PARTITION, SERVICE CORRIDOR WALL OR EXTERIOR WALL OF THE PREMISES OR EXTERIOR WALL OF THE SHOPPING CENTER. 9. TENANT HVAC SYSTEM a. PHASE II, 62 AND FOOD COURT - WHERE A HVAC UNIT(S) IS TO BE REPLACED OR, YMERE A NEW INSTALLATION IS REQUIRED BY TENANTS, THE HVAC SYSTEM SHALL BE FURNISHED AND INSTALLED CONSISTING E A GAS OR ELECTRIC !EATING/ELECTRIC'. COOLING ROOFTOP. UNITES) TO SERVE THE ENTIRE PREMISES EQUIPMENT SHALL BE EQUAL TD CARRIER, TRANE,: OR YORK. PHASE II TENANTS SHALL CONNECT TO LANDLORD'S TOILET EXHAUST DUCT. PHASE I - TENANTS 'SHALL. INSTALL A SPLIT SYSTEM AIR CONDITIONER, WITH ELECTRIC DUCT HEAT, LOCATED IN AREAS DESIGNATED ON LANDLORD DRAWING THE UNIT SHALL BE CONNECTED TO THE LANDLORD'S MINIMUM OUTDOOR AIR DUCT WHERE PROVIDED THE AIR HANDLING UNIT SHALL BE MODULAR, FACTORY. ASSEMBLED, DRAY TAlJ AND SUPPORTED FROM STRUCTURE ONLY IN AREAS APPROVED BY LRNBLURD AND PER LANDLORD DETAILS THE CONDENSER UNIT SHALL BE ROOF MOUNTED AND SUPPORTED BY CURB AT LANDLORD'S DESIGNATED. LOCATION.' REFRIGERANT PIPING SWILL BE ROUTED THROUGH LANDLORD DESIGNATED CHASES AND DOCUMENTED IN DESIGN DRAWINGS. CONDENSATE SHALL BE RUN TO L L. PROVIDE CONDENSATE DRAIN IN CORRIDOR, WHEN PROVIDED, OR TO TENANTS SANITARY SEINER OR PUMPED TO L. L APPROVED SEWER. TENANT SHALL ROUTE AS APPROVED BY L L PHASE I - FOOD COURT - FOOD TENANTS AND ODOR PRODUCING TENANTS - LOW AMBIENT CONTROL OF MECHANICAL COOLING DOWN TO 0 DEGREES F. AMBIENT TEMPERATURE IS REQUIRED ON ALL FOOD, FOOD CURT OR ODOR PRODUCING TENANT ROOFTOP HVAC SYSTEMS AND ALL PHASE I SPLIT SYSTEMS. POWERED EXHAUST IS REQUIRED FOR FOOD AND ODOR PRODUCING TENANTS PHASE II - NON FOOD TENANTS - LOW AMBIENT CONTROL OR ECONOMIZER CYCLE IS REWIRED ON ALL PHASE II NOV ODOR PRODUCING TENANTS, IF AN ECONOMIZER CYCLE IS INCORPORATED, THE HVAC SYSTEM SHALL INCORPORATE A GRAVITY OR INTEGRAL POWERED RELIEF IN THE ROOFTOP UNIT. PHASE DI, G2 AND FWD COURT - SUPPORT RT. ON FULL PERIMETER CURB AS SUPPLIED BY THE UNIT MANUFACTURER ONLY IN AREAS STRUCTURALLY AND AESTHETICALLY APPROVED BY LANDLORD DETAILS. C -5 X 6.7 LDS /FT STRUCTURAL STEEL CHANNEL SUPPORTS TO SPAN JOISTS UNDER RTU CURB. ALL TENANT ROOF EQUIPMENT SHALL E LOCATED AT A MINIMUM OF FIFTEEN (15) FEET FROM ANY MALL EQUIPMENT, AND FROM ANY OTHER TENANT'S ROOF EQUIPMENT. NOTIFY LANDLORD'S ENGINEER OF ANY CONFLICTS OBTAIN LANDLORD FIELD REPRESENTATIVE'S WRITTEN APPROVAL BEFORE CUTTING ROOF. GOOSENECKS SHALL NOT BE INSTALLED UNLESS SPECIFICALLY APPROVED BY LANDLORD. TEMPORARY WORK PLATFORM (MIN 4' -0' WIDE) IS REQUIRED CONSISTING OF PLYWOOD COMPLETELY SURROUNDING THE ROOFTOP UNITS) AND OTHER EQUIPMENT OR DUCTS THROUGH THE ROOF. THE ENTIRE WORKING AREA SHALL REMAIN ON ROOF DURING THE ENTIRE PERIOD OF INSTALLATION AND SHALL BE REMOVED FROM THE ROOF AND THE SHOPPING CENTER SITE UPO1. COMPLETION OF THE INSTALLATION BY CONTRACTOR. ALL ROOF MOUNTED.. FANS, TOILET EXHAUSTERS AND MISCELLANEOUS EQUIPMENT SHALL BE OF ALUMINUM CONSTRUCTION, WITH FABRICATED ROOF CURBS AS DETAILED ON LANDLORD'S. TYPICAL TENANT'S MECHANICAL DETAILS AND SPECIFICATIONS DRAWINGS, ROUTE ELECTRIC POWER AND CONTROL WIRING THROUGH A SEPARATE ROOF PENETRATION FOR EACH OF THE CONDUITS. FLASH PENETRATION PER LANDLORD DETAILS. DO NOT. POWER CONDUIT THROUGH ROOF CURB WALL. D0 NOT DRILL HOLES. IN CONDENSATE PAN OR COMPRESSOR /CONDENSER SECTION FLOOR, Y. EXHAUST FANS L HOODED EXHAUST SYSTEMS 3. AL TENANT ROOF TAUNTED EQUIPMENT SHALL BE IDENTIFIED WITH A LANDLORD SUPPLIED LABEL. THE TENANT SHALL CONTACT THE MALL MANAGEMENT FOR THE NECESSARY LABEL IF THE LANDLORD'S LABEL IS NOT AVAILABLE THE ROOF TOP EQUIPMENT SHALL BE MARKED WITH THE TENANT'S NAME AND UNIT HUMMER WITH A MINIMUM NE 1 -1/2' STENCILED LETTERS. FRAME ALL SIDES OF ROOF PENETRATIONS, IF ONE SIDE OF PENETRATION IS GREATER THAN 12 INCHES, WITH 3' X 3' X 1/4' ANGLE TO SUPPORT THE METAL DECK ANGLES SHALL BE CLAMPED OR WELDED TO THE STRUCTURAL STEEL JOISTS, BENS, OR GIRDERS AND SHALL BE INSTALLED TIGHT TO THE BOTTOM OF THE ROOF DECK INSTALLATION SHALL BE AS APPROVED BY THE LANDLORD DO NOT DRILL JOISTS! L ROOF HONIED EQUIPMENT PROJECTIONS NONE OF TENANT'S HVAC EQUIPMENT ON ANY OTHER TENANT ROOF MOUNTED CONSTRUCTION SHALL BE VISIBLE ANNE THE EXTERIOR WALL PARAPET, UNLESS OTHERWISE PERMITTED BY AANDTmn IF PERMITTED, TENANT SHALL, AT TENANT'S EXPENSE, PAINT ALL SUCH HVAC EQUIPMENT OR ROOF MOUNTED CONSTRUCTION AND /OR PRVIDE SCREENING FOR SAME AS MAY BE REQUIRED BY LANDLORD. DIFFUSERS, GRILLES AND REGISTERS SHALL BE STEEL OR ALUMINUM AS M4NlACTIRE BY TUTUS, BARBER-COLWN, , OR OTHER APPROVED WITH OPPOSED D BLAME DAMPERS. RERAN( AIR R BETWEEN STOCK AND SALES AREA SHALL NOT RELY UPON ANY ACCESS WAY (DOORWAYS, WINDOW OPENINGS, ETC.) BETWEEN STOCK AND SALES AREAS. AIR BALANCE ALL EQUIPMENT, INCLUDING ROOFTOP UNITS, DIFFUSERS, REGISTERS AND GRILLES TO THE AIR QUANTITIES INDICATED ON THE PLANS OR ON THE SCHEDULE TO WITHIN 10X. OF VALUES. FLEXIBLE CONNECTORS WHICH ARE CODE APPROVED ARE REQUIRED ON ALL IOCTVOD< CONECTIONS TO AIR MOVING EQUIPMENT INCLUDING ROOFTOP AIR HANDLING UMIRS), AND TAMS). FIRE DAMPERS ARE REQUIRED TB BE INSTALLED IN ANY OPENING IN ANY PARTITION NGE THE OPEARING OCCURS BELOW THE LEVEL OF THE SPRINKLER ,'TNIELIDOM IN DE SIDE OF THE PARTITION AND ABOVE THE SPRINKLER PtOTFCTION ON THE OTHER SIDE OF THE PARTITION, AND PENETRATIONS or FIFE RATED COSTRUCTIIN PER CODE FIRE DAMPERS SHALL BE U. L LISTED AND INSTALLED PER MANUFACTURERS REQUIREMENTS. FIRE DAMPER(S) STARE DE RUSKIN, AIR BALANCE, OR OTHER LANDLORD APPROVED ALL NTR -1113DED DUCCWON(, FITTINGS, HANGERS, FABRICATIONS, INSTALLATIONS, MATERIALS AND MOTHERS SHALL BE GALVANIZED SHEET METAL FABRICATED AND INSTALLED IN STRICT ACCORDANCE WITH THE LATEST EDITIDI IF SM ENA, EPA, ALL COES AND AS DETAILED ON DRAWINGS. DRESS OOERYISE NOTED, SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL DE CONSTRIEIED IN COFIRMANCE WITH THE 1' W. G. POSITIVE/NEGATIVE PRESSURE TABLE. ALL DUCT/IRK SHALL BE INSTALLED AS HIGH AS POSSIBLE VICE APPROVED FIR INSTALLATION BY THE LANDLORD, FIBERGLASS BCIYDRK MALL DE 1 -1/2' DVEAD/COeNING TYPE BOO FRK INSTALLED PER BE MWU*'ATDA R'S NID SXACNA'S REQUIREMENTS FOR SUPPLY AND RETURN AIR BUCHAN% INSL ATE AL SUPPLY AIR, OUTSIDE AIR, AND COMBUSTION AIR DUCTWORK WITH 1 -1/2' THICK EXTERIOR FIBERGLASS DUCT INSULATION WITH VAPOR BARRIER PER MAKBMM NA' REQUIREMENTS AND RECOMMENDATIONS. IF CIOQISAT ELIMINATE S ON AN E EARWI R TENANT SURFACE, E, INSULATE AS ID EL REQUIRED TO TIE CONDENSATION. FLEXIBLE BETWINH( SHALL IDLY BE PENOITTED TO DE INSTALLED FOR THE FINAL VERTICAL EIIRECTION TO DIFFUSERS THE. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE LIMITED''. TO 5'-0' FOR ANY DIE DIFFUSER CORECTIDL FLEXIBLE DIET MATERIAL SHALL HAVE A FLAME SPREAD LESS THAN 25 AND A SMOKE DEVELOPED RATING LESS THAN 50. SECURE'. BOTH ENDS WITH APPROVED PLENUM MATERIAL. DUCTED RETURN AIR SYSTEMS SHALL ONLY BE I INSTALLED WHEN REQUIRED OR APPROVED BY LANDLORD ORD VENN A DUCTED RETURN AIR SYSTEM IS', REQUIRED (IL,PERMITTEZB BY LANDLORD. FURNISH AND INSTALL RELIEF GRILLES IN COILING TO PREVENT FREEDNG. RELIEF GRILLES SHALL BE SIZED AT T'. SD. FT. PER 300 SO FT. LEASABLE AREA DUCTED RETURN AIR'. SYSTEM GRILLES SHNE BE SIZED FOR A MAXIMNJM OF 500 F. P. M VELOCITY. SEAL DUCT PENETRATIONS AT EMISINA; WALLS WITH MATERIAL APPROVED BY APPLICABLE CODE AUTHORITIES. TOASTS UDEN.: IN THE SOLE OPINION OF THE LANDLORD, PRODUCE ODOR SPILL PROMISE AN EXHAUST SYSTEM MBAR OTHER SYSTEMS, WHICH WILL PREVOIRT SUCH ODORS FROM ENTERING THE MALL COMMON AREA OR OTHER TENANT SPACES.'. TENANT'S CONTRACTOR MUST TAKE THE FOLLOWING ACTION FOR THE START UP OF ALL NEV HVAC (NITS PRIOR TO OPENING THE PREMISES FOR BUSINESS CO(IRACDIM SHALL PROVIDE LANDLORD WITH WRITTEN VERIFICATION FROM AN AUIFQR REPRESENTATIVE DE NS THE INSTALLED HVAC EQUIPMENT MANUFACNER THAT THE HVAC EQUIPMENT IS INSTALLED AND OPERATING IN EMEND THE MANUFACTURER'S ACCORDANCE VIM THE EQUIPMENT MANUFACT REQUIREMENTS. IN THE EVENT THE LAWm00 DETERMINES TENANT'S HVAC EQUIPMENT IS NOT OPERATING IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S NDATIO/S, LANDLORD'S FIELD REPRESENTATIVE SHALL , WITHIN FINE (S FIVE (5) DAYS FROM LANDLORD'S WRITTEN NOTICE TO TENANT OR TENANT'S CONTRALTI)/ OF SHE, CIRFECT SOON OPERATIONAL DEFICIENCY. 1. EACI TOILET ROOM SHALL HAVE A TOILET EXHAUST FAN;" CONTROLLED BY A LIGHT SWITCH, SIZED PER CODE AND RATED AT MINIMUM 25'EXTERRAL STATIC PRESSURE. TOILET EXHAUST FAN SHALL BE DIRECTED TO LANDLORD'S TOILET EXHAUST DUCT. TOILET EXHAUST FANS SCOW- DE CEILING MOUNTED WITH INTEGRAL GRILLES, AND BACK/RAFT DAMPER FAN SHALL BE PENN, GREENHECK, NUTONE OR OTER APPROVED. 2. ROOF MOUNTED GREASE EXHAUST FANS SHALL BE BELT DRIVEN, UPBLAST CENTRIFUGA- TYPE APPROVED FOR GREASE LADEN AIR. MOTORS SHALL BE INSTALLED OUT OF THE AIR STREAM COMPLETE VITH DISCONNECT SWITCH FANS SHALL BE SIMILAR' TO 'GREENHECK • MODEL CUE, MEETING NFPA 96 REQUIREMENTS. ALL ARE TO HAVE GREASE GUARD INSTALLED. SEE DETAIL 3. ALL FANS REWIRED FOR RELIEF, MAKE -UP AIR OR EXHAUST (EXCEPT TOILET RUN) SHALL ' BE AN UPDLAST ROOF MOUNTED AND OF A CENTRIFUGAL TYPE WITH A,BELT OR DIRECT DRIVEN ENCLOSED MOTOR OUTSIDE TIE AIR STREAML CLASSB TYPE MOTORS SHALL.BE USED FOR HIGH TEMPERATURE APPLICATIONS ALL ROOF MOUNTED FANS SHALL INOZRPCRATE A COUNTERBALANCED BACK DRAFT DAMPER OR A MOTOR OPERATED ,DAMPER INTERLOCKED WITH FAN OPERATION AND A SERVICE DISCONNECT SNITCH AT THE FAN. 4. PHASE II, G2 AND FWDCORT SHALL INSTALL A SMOKE RELIEF FAN WITH MOTORIZED DAMPER THE FAN CAPACITY SHALL BE 1 AND ONE HALF CFM PER SQUARE FOOT OF LEASEABLE AREA AT 0.25 INCH V. C. L. HOODS, DUCTWORK AND ACCESSORIES SHALL BE SIZED, CONSTRUCTED AND INSTALLED PER AFPA 96 AND ALL STATE AND. LOCAL CODES, AND LANDLORD'S INSURANCE UNDERWRITERS HOODS SHALL BE U. L LISTER R. DUCTWORK AND HOOD MATERIAL SHALL BE WELDED 16 GAUGE STEEL OR 18 GAUGE STAINLESS STEEL OR AS OTHERWISE REQUIRED BY CODES. STAINLESS STEEL CONSTRUCTION SHALL BE USED BELOW FINISHED CEILING UNLESS OTHERWISE APPROVED BY LANDLORD REPRESENTATIVE ALL TE R SEAMS AN LDD S JOINTS SHALL HAVE LIQUID TIGHT CONTINUOUS E %NAL WE 4. DUCTS SHALL BE INSTALLED WITHOUT FORMING DRIPS AND TRAPS WHICH MIGHT COLLECT RESIDUES. SLOPE DUCT TOWARD HOOD. ALL HOOD EXHAUST DUCTS SHALL BE INSULATED WITH HIGH TEMPERATURE INSULATION. 5. THE AIR VELOCITY THROUGH ANY DUCT SHALL NOT BE LESS THAN 1,500 FEET PER MINUTE NOR GREATER THAN 220D FEET PER MINUTE. 6. ACCESS DOORS SHALL BE GASKETEO AND PROVIDED FOR INSPECTION AND CLEANING AND SHALL BE INSTALLED AT EACH CHANGE OF DIRECTION 7. GREASE LADEN AIR SHALL BE DISCHARGED VERTICALLY ABOVE ROOF AT CODE REQUIRED HEIGHT. B. TENANT'S CONTRACTOR SHALL FURNISH AND INSTALL A •GREASE GUARD' SYSTEM FOR ALL GREASE EXHAUST FANS. 'GREASE GUARD' SHALL BE AS MANUFACTURED BY 'GREASE GUARD` (1- 800-284 -8273) 9. MAINTAIN MINIMUM CLEARANCES BETWEEN DUCT AND OTHER STRUCTURES AS REQUIRED BY CODE. I0. INSULATE AND/OR ENCASE DUCT ABOVE CEILINGS. INSTALL AS REQUIRED BY CODE.. AND PROVIDE CLEARANCES FROM COMBUSTIBLES AS REQUIRED BY CODES AA. FLUES .SHALL BE METALBESTOS TYPE H OR, IF MORE STRINGENT, AS REQUIRED BY CODE INSTALL IN A I HOUR FIRE RATED SHAFT, NON COMBUSTIBLE CONSTRUCTION, WITH CODE REQUIRED CLEARANCES AND INSULATED WITH FIRE RATED INSULATION, UP'. THROUGH ROOF. NO FIRE DAMPER SHALL BE INSTALLED' IN HOOD EXHAUST, AB. FIRE DETECTION AND SMOKE CONTROL SYSTEM I. THE HVAC SYSTEM SHALL INCORPORATE AN INTEGRATED SMOKE CONTROL SYSTEM AS FOLLOWS. a. FURNISH AND INSTALL, IN THE SUPPLY DUCT SECTION OF THE ROOFTOP UNIT OR AIR HANDLER, U.L LISTED IONIZATION DUCT TYPE SMOKE DETECTORS. LOCATE SMOKE DETECTORS IN AN ACCESSIBLE LOCATION, COMPLETE WITH DISCONNECT SWITCH FOR SERVICING AND RESETTING OF THE SMOKE DETECTOR WITH INDICATOR LIGHTS. 2. PHASE I - a. SMOKE DETECTOR, UPON ACTIVATION, SHALL SHUT DOWN THE HVAC SYSTEM AND NOTIFY AN APPROVED CENTRAL STATION MONITORING COMPANY. CONSULT CITY OF TUKWILA FOR A LIST OF U. L LISTED AND APPROVED CENTRAL STATION MONITORS. 3. PHASE II - a. TENANT SHALL INSTALL AN ADDITIONAL SMOKE DETECTOR AT THE STORE FRONT AND ADDITIONAL SMOKE DETECTORS FOR EACH 30' OF OPEN STORE FRONT. THE SMOKE DETECTOR, UPON ACTIVATION, SHALL SHUTDOWN THE HVAC SYSTEM, NOTIFY LANDLORD'S FIRE DETECTION AND SMOKE CONTROL SYSYTEM AND ACTIVATE A SEPARATE ROOF MOUNTED SMOKE RELIEF FAN FURNISHED WITH A MOTORIZED DAMPER AND INSTALLED ON A FABRICATED CURB PER DETAIL. THE SYSTEM SHALL ACTIVATE AN AUDIBLE /VISUAL ALARM AT THE FRONT OF THE STORE UPON ACTIVATION. MINIMUM CFM CAPACITY OF ROOF MOUNTED SMOKE RELIEF FAN SHALL BE ONE AND ONE HALF CFM PER SQUARE FOOT NE GROSS LEASABLE AREA AT 0.25 INCH WATER COLUMN STATIC PRESSURE. PROVIDE ALL ADDITIONAL CONTROLS REQUIRED TO PERMIT THE SEQUENCE DESCRIBED ABOVE, INCLUDING CLOSING OF THE OUTDOOR AIR DAMPER IN THE HVAC UNIT. 4. FOOD COURT AND G2 A. THE SMOKE DETECTOR SHALL, UPON ACTIVATION, SHUT DOWN THE HVAC SYSTEM, SOUND AN AUDIO/VISUAL ALARM HORN LOCATED AT THE FRONT OF THE STORE. N. AS PHASE II, ITEMS 6,c and d AND AS PHASE I. 5. PROVIDE ALL ADDITIONAL CONTROLS REQUIRED TO PERMIT THE SEQUENCE DESCRIBED ABOVE. AC. TEMPERATURE CONTROLS, WIRING AND MISCELLANEOUS REQUIREMENTS I. ALL CONTROLS SHALL BE A PNEUMATIC, CONNECT TO LANDLORD'S CENTRAL PNEUMATIC AIR SYSTEM. 2. ALL OTHER CONTROLS SHALL BE A MAXIMUM OF 24. VOLTS ALL CONTROL WIRING SHALL BE INSTALLED IN STRICT ACCORDANCE WITH NATIONAL ELECTRICAL CODE. ALL EXHAUST FANS (EXCEPT TOILET EXHAUST FAN) SHALL STARTERS, ' l ALL EXISTING AND NEW WIRING IN PLENUM ARE AS SHALL BE MODIFIED AND/OR INSTALLED ER IN IFYI LR BE CABLE IIINGD FOR USE IN PLENUM AREAS. FIELD VERIFY ALL LL WIRING TO DETERMINE THE ' %TEND : NTOF THE REQUIRED. MODIFICATION. CO CONTROL WIRING FOR HVAC CONTROL SHALL BE MULTICOLORED CABLE (8) - 16 AWG WITH 600V 'JACKET INSULATION 6. THERMOSTATS FOR TEMPERATURE CONTROL SHALL BE OF THE PNEUMATIC TYPE, REVERSE ACTING, OR OTHER LANDLORD APPROVED. MODIFY INSTALLATION OF ALL EXISTING CONTROLS AS' BY LANDLORD FOR PROPER OPERATION OF THE HVAC SYSTEMS 7. CONTRACTOR TD FURNISH 'AS BUILT' DRAWINGS OF THE TEMPERATURE CONTROL SYSTEM INCLUDING ALL HVAC. EQUIPMENT CONTROL DIAGRAMS AS SUPPLIED DY THE EQUIPMENT MANUFACTURER AND ALL FIELD INSTALLED WIRING AND CONTROLS. AD. TENANT SHALL INSTALL ROOF TREAD PADS AROUND ALL ROOF MOUNTED EQUIPMENT AND TO LANDLORD'S MAIN TRAFFIC AISLE.. CONSULT LANDLORD ROOF, FOR APPROVED TREAD PADS. AE. NO HVAC EQUIPMENT, DUCTS, ETC, SHALL E INSTALLED IN DEMISING VALLS. AF. PAINT ALL EXTERIOR EXPOSED METAL WITH RUST PREVENTATIVE PAINT. AG. ALL INSTALLED EQUIPMENT AND ACCESSORIES AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED AH. ALL TENANTS SHALL PROVIDE PROTABLE ABC FIRE EXTINGUISHERS AS REQUIRED BY THE LOCAL FIRE PREVENTION AUTHORITY HAVING JURISDICTION: EXTINGUISHERS SHALL BE LOCATED TO HAVE AMAXIMUM TRAVEL DISTANCE FROM ANY POINT IN THE TENANT SPACE TO AN EXTINGUISHER OF SEVENTY -FIVE (75) FEET. THE MINIMUM REQUIREMENT SHALL BE TWO EXTINGUISHERS WHICH ONE SHALL BE LOCATED IN THE SALES AREA AND ONE IN THE STORAGE AREA. (OR REAR OF UNIT.) AI. NO EQUIPMENT SHALL BE INSTALLED IN THE CODE REQUIRED EXIT CORRIDOR. A CLEAR 44 INCH MINIMUM IS REQUIRED (VERIFY WITH ARCHITECT.) AJ. ALL TENANT'S ROOFTOP HVAC EQUIPMENT SHALL BE PROVIDED WITH A MANUFACTURERS OPTIONAL CONDENSER FAIL GUARD TO PROTECT AGAINST HAIL DAMAGE, DEBRIS AND VANDALS. /4\ l2ODD CA Y ;LL PERMIT CENTER ALL INSTALLED EQUIPMENT, ACCESSORIES, AND PIPING SHALL BE INSTALLED PER CODE REQUIREMENTS FOR SEISMIC AREA ZONE 3, MODIFY INSTALLATION DETAILS TO CONFORM AS REQUIRED. SOUTHCENTER SEATTLE, WASHINGTON MECHANICAL DETAILS AND SPECIFICATIONS Sheet 3 of 6 UNIT NUMBER DBA THIS SHEET & TTG•01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS id NMI REMSI NS 4I REVISED 7/15/98 it REVISED 1/15/96 Q REVISED 6/13/95 Q REVISED DRAIN BY: DATE: 4/13/95 SCALE: REUSED BY: FILE NAME: SCNTTM3 JOB NUMBER DATE DRAWING NUMBER: TTM -3 The Richard E. Jacobs Group SECURE BASE TO CURB WITH LAG SCREWS 12' O.C MIN. OF (2) PER SIDE FABRICATED CURB - SEE CURB DETAIL FLOOR SLAB SECURE BASE TO CURB WITH LAG SCREWS 12' D.C. MIN. OF 2 PER SIDE FABRICATED CURB SEE CURB DETAIL EXISTING METAL DECK RIGID CONDUIT BY ELECTRICAL CONDUIT ROUTING DUCT INSULATION SEE SPECIFICATION DUCT INSULATION SEE SPECIFICATION REMOVE CONCRETE FLOOR FOR PIPE PENETRATION ONLY. DO NOT CUT REBAR REPLACE CONCRETE WIDE x 3 /4'DEEP RECESS AT PERIM. OF CONC. PATCH. FILL WITH SEALANT FOR GAS SEAL. • LiUM1 INNNNOI�IISIIFS✓o1YiRts�S4,B ECHANICALLY ROUGHENED JOINT FORM UNDERSIDE OF SLAB ANGER TUNNEL UNDER EXISTING SLAB FOR PIPING STUCTURAL SLAB PIPE PENETRATION DETAIL 19 NTS A NOTE SEALANT TO BE MIN. OF I /2' THICKNESS OF BFC BETASEAL NO. 169 BFC DIVISION OF ESSEX CHEMICAL CORPORATION OR APPROVED EQUIVALENT OF MINNESOTA MINING AND MANUFACTURING CO, OR BENJAMIN FOSTER. NOTE ALL DUCTWORK BELOW SLAB SHALL BE CONSIDERED CONFINED SPACE. OAT SLEEVE 1/2' CLEAR MIN., 3/4' CLEAR MAX PACK WITH OAKUM & APPLY SEALANT AT TOP FOR GAS SEAL. FLUSH WITH FLOOR.. PIPE g LLL g1 DU T .I' MOTOR l.11(•. OPER. DAMPER H H MOTOR OPERATED DAMPER CORNER TO BE CUT FOR A B. N.T.S. TT -11 I NSECT SCREEN RESILIENT GASKET SEAL I NTAKE BASE EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12' O.C. MIN. OF 2 PER SIDE. NOTES I. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & CDUNTERFLASHING INSTALLATION. O,A. INTAKE GRAVITY RELIEF DETAIL N.T.S. TT -12 3'x3'x1/4' ANGLE FRAMING (4) SIDES- SEE CURB DETAIL 26 GREENHECK ORS- SERIES OR EQUAL RESILIENT GASKET SEAL EXHAUSTER BASE EXISTING INSULATION SECURE CURB TO DECK W/ SCREWS 12' O.C. MIN. OF 121 PER SIDE. MOTORIZED DAMPER AS REQUIRED NOTES 1. H � E CONTRACTOR TO COORDINATE INSTALLATON W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & CDUNTERFLASHING INSTALLATION. EXHAUSTER DETAIL (TOILET, SMOKE, MISC.) 0 EXISTING ROOFING MEMBRANE /ROOF GREASE COLLECTION DEVICE IS REQUIRED. INSTALL PER MANUFACTURER'S REQUIREMENTS. TENANT MUST EMPLOY GREASE GUARD, TO INSTALL CALL 1- 800- 284 -8273 FOR INSTALLATION SECURE BASE TO CURB WITH LAG SCREWS 12' O.C. MIN. OF 2 PER SIDE ONE PIECE WELDED ALUMINUM FAN SUB -BASE CONTINUOUS PIANO TYPE PIANO HINGE FABRICATED CURB SEE CURB DETAIL EXISTING ROOF DECK RIGID CONDUIT BY ELECTRICAL MOTOR OPERATED DAMPER CORNER TO BE CUT FOR ROUTING tDD�: m n� I i1D�oD i GAS UNE ON ROOF GAS UNE SUPPORT SFF DETAIL 30 HI CLEVIS HANGERS - PIPES 1 -1/4 & SMALLER 8' -0" MAX. O.C. I PIPES 1 -1/2" & LARGER 10' -0 M GAS UNE 16 GA. FABRICATED CURB-SEE DFTAII SEE DETAIL 26 FOR FRAMING REQUIREMENTS RESTAURANT GREASE FAN AND PAN 'DETAIL 21 N.T.S. EXISTING ROOF ANGLE IRON COPED EACH END TO FIT OVER JOIST CLAMP OR WELD ANGLE TO JOIST. STEEL WASHER GAS VALVE 7 ALUMINUM ROOF , UPBLAST FAN RESILIENT GASKET VENTED CURB EXTENSION (AIR VENTS ON ALL(4) SIDES) RESILIENT GASKET fr raw e. �► /h : FLASHING BY GREASE GAURD CONTRACTOR 2' -0" MAX. DISTANCE 1ST SUPPORT GAS PIPE THROUGH ROOF DETAIL N.T.S. FOR PIPE AND /OR CONDUIT FLASHING THRU ROOF SEE DETAIL® 4" DIRT LEG DIRT LEG MIN. 6" AT EACH CHANGE OF ELEVATION. ALUMINUM ROOF UPBLAST FAN EXH 3" MIN. ABOVE ROOF :d ' V �� / D CT - EXISTING INSULATION MAIIIIIISR:OBAzarairlaiiiiiire MOTOR �� DPER.OR SECURE CURB TO DECK W/ DAMP BACKORAFT ER PER SIDE. SCREWS 12' D.C. MIN. OF 2 NON DUCTED EXHAUST AIR SYSTEM in \ ABOVE CEILINGS INSTALLED 2'. DEEP SOLDERED LIQUIDTIGHT DRIP PANS REQUIRED FREE AREA SIZED ON 500 FT. /MIN �3'x3'x1/4' ANGLE FRAMING VELOCITY 041 SIDES- CURB DETAIL 26 RESILIENT GASKET SEAL FAN BASE HOLD DOWN CLIP NOTE' H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATDN W /LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING & CDUNTERFLASHING INSTALLATION. RELIEF /ROOF EXHAUST FAN DETAIL N.T.S. TT -10 NOTE. TO BE USED FOR HVAC RELIEF /SMOKE RELIEF AND ROOF EXHAUST FANS. DOUBLE NUTTED 3/8" ROD (MIN.) 6 w GROUND JOINT UNMAN EXISiNG INSULADONN 1 3 ANGLE � - ANCHOR PIPE TO ANGLE WITH SID. U - BOLT TT -21 GAS PIPE MAN. 1 -1/4" LOCATE AVAY FRI91 ' I BUILDING WALL S. I5'-0' FROM OUTSIDE AIR INTAKES ' EXTEND FLASHING OVER TOP OF INSULATION AND FASTEN AT 8'U.C, NON -COMB. INSIA.ATIIBA -CUT TO FIT AS REQ'D. CONDUIT SEE DETAIL FAN CONDUIT ROOF PENETRATION `TAIL BOLTED PIPE CLAMP CONTINUOUS FASTENING STRIP AND APPROVED FASTENERS AT B'O.C. CAP SEAL OFF METAL DECK FROM DUCT OPENING W/26 GA. SHEET METAL ALL SIDES NOTES. L FOR BALLAST SYSTEMS REPLACE BALLAST AFTER WORK IS COMPLETED. 2. NEW INSULATION TO MATCH EXISTING INSULATION HEIGHT AND OF THE SAME OR GREATER THERMAL RESISTANCE VALUE. 3. ROOFING TO BE INSTALLED AND FLASHED-IN WITH MATERIALS TO MATCH EXISTING INSTALL MATERIAL PER MANUFACTURER'S RECOMMENDATIONS. 4. HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH LANDLORD'S ROOFER FOR PROPER SEQUENCE TO ':PERMIT FLASHING AND CDUNTERFLASHING INSTALLATION. 5. USE SELF DRILLING FASTENERS FOR. METAL DECK,TOGGLES FOR GYPSUM DECKS. I/4' x 6' LG GALVANIZED STEEL LAG BOLTS- BOLTS TO HOLD BLOCKING TOGETHER 1/4' x 2' LG. LAG BOLT FASTEN PIPE CLIP TO BLOCKING GAS LINE <MIN. SIZE = 1 -1/47 HUMANE PAD 18'x18' (MIND ROOFING EXISTING INSULATION EXISTING ROOF DECK AS 4' REQ'D. 4' PLAN PLUMBING CONTRACTOR IS RESPONSIBLE TO PROVIDE SAS LINE SUPPORTS FOR ALL GAS LINES INCLUDING TENANTS PIPE SLEEVE AND CLIP. PVC PIPE SLEEVE SEE NOTE 1<3 NOTES' SECTION 1. SUPPORT REQUIRED EVERY 10' -0' O.C. AND AT CHANGES IN DIRECTION. 2. INCREASE HEIGHT AS REDO FOR ROUTING ABOVE ROOF MOUNTED ACCESSORIES SUCH AS EXPANSION JOINTS. 3. PVC PIPE SLEEVE SHALL BE THE NEXT SIZE PIPE DIAMETER LARGER THAN THE OUTSIDE DIAMETER OF THE PIPE. GAS LINE SUPPORT DETAIL NT f_ TT -1 OUTLINE OF EQUIPMENT- MIN. MAX VIBRATION ISOLATION GROMMET 3' RUBBER SHEAR PAD OR SPRING ISOLATOR FOR ROOF MTD. EQUIPMENT PATE SHEET METAL CURB CAP PATE CO. EQUIPMENT SUPPORT STYLE ES -2B 5- 1/2'x15' MIN. 18 GA.- ALL WELDED FIRE TREATED WOOD BLOCKING. ALL (4) SIDES OF CURB. NOMINAL 64 WIDE x THICKNESS TO MATCH INSULATION THICKNESS. NOTCH WOOD TO LAY FLAT OVER CHANNEL REINFORCED JOIST INDICATED ON MECHANICAL AND /OR STRUCTURAL PLANS VITH 1. STUB COLUMNS 2. BLOCK OUT AREAS 3. JOISTS - MARKED WITH AN ASTERISK (A) 4. VERIFY LOCATION WITH LANDLORD REPRESENTITIVE 1' WIDE 20 GA. GALVANIZED STEEL PIPE CLIP FOR THE PVC SLEEVE. 12) 4'x4' WOLMANIZED A00D BLOCKS. ROOF JO ST r 6' MIN I PLAN NOTES I. UNITS UP TO 1880 LBS. TOTAL WEIGHT SHALL BE SUPPORTED 11MIN.CE) JOISTS. 2. UNITS GREATER THAN 1880 CBS.) DISTS. THAN 2800. -BS. TOTAL WEIGHT SHALL SUPPORTED ON NIN.(R)JOISTS. 3. HVAC CONTRACTOR TO ALLOW ROOFER TO INSTALL CDUNTERFLASHING PRIOR TO IN OTALLINGPAT E CURB CAP, CONDENSING UNIT AND OTHER SPECIAL 18 ROOF MOUNTED EQUIPMENT SUPPORT DETAIL NTS .TT -18 t 5/8' UN S TA .ECURED AT EACH EN➢ WITH S, LAG HILTS CP -4000 CHANNELS) Ell Map LIQUID '' S =� _- ELECTRICAL CONDUIT ' '� SUCTION OR HOT GAS INSULATED UNISTUT PIPE CLAMPS NOTE. LIQUID LINE PIPE CLAMP TO BE USED AS A GUIDE ONLY. INSTALL LENGTH INSULATDIN . SLOPE AVM FROM PIPE CHAS UMSTUT PIPE CLAMP PIPING CURB SUPPORT PATE CO. ES STriE IA NA HIGH NIN.IH GA V /2'x4' NAILER CURB TO BE MAX. B' - D• G HUMANE PAD GN TOP Oi ROOFING EXISTING METAL DECK NOTES SECURE CHASE TO METAL DECK AT 1/4 POINTS WITH 2x2x1 1/2 V DE 16 GAUGE SHEET METAL CLIP ANGLES AND FASTEN TO CHASE WITH SCREWS. SECTION — °A" NOTE' CUT SLOTTED HOLES IN COVER AND CLOSURE PIECE FOR PIPING 1/4' SMALLER THAN OVERALL SIZE. K PERIMETER O' PIPES COMPRESS INSULATION . AND FORCE INTO PLA CAUL CLOSURE PIECE BELOW PIPING AND BEHIND COVER. SECURE TO CURB CAP. SECTION A INSUL TE THE :LIQUID LINE 0 A POINT 1' BEYOND FILLER - SEAL ENDS PLAN TAL DECK OLT CHANNEL TO EACH JOIST CHANNEL SUPPORT ON TOP OF DECK EQUIPMENT SUPPORT CURB FASTEN CURB TO CHANNEL AT 24' D.C. MAX. �... (MIN. 4 PER CURB) FABRICATED CURB. SEE CURB DETAIL 26 SECURE I Z TO METAL DECK AT 12'O,C.NA %,(MIN. B PER SIDE> •DIA..GALV. METAL REFRIGERANT CHASE FOR LOVER. TENANTS. SECTI ❑N —'C " ID GA. GALV. MTD. CURB UCTION CONDUIT INSULATED COVER SECTION —'B' ROOF MTD. EQUIPMENT LAG HGLT WITH FLATWASHER SECURE CURB CAP TO CURB WITH SHEET METAL_ SCREWS AT 12° D.C. PATE WOOD NAILER RIGID INSULATION THICKNESS TO MATCH NAILER OVERHANG - ADHERED TO CURB CUT INSULATION TO MEET WOOD BLOCKING EXISTING INSULATION EXISTING METAL DECK BOLT CHANNEL TO EACH JOIST WITH MACHINE BOLT, NUT AND WASHER. DO NOT DRD 1 JOIST. LIQUID i NOTE. ALL SEAMS TO BE SOLDERED VOTER TIGHT AL COVERVITH I' INSULATION .UNCTION BOX FASTENED TO METAL CURB - CLOSURE PIECE FASTEN COVER AT 12'OC. THRU CURB CAP RESILIENT GASKET RIGID INSULATION TO MATCH THICKNESS OF WOOD NAILER. ADHERE TO CURB RGC IJEr:7 CTT>' OF TU tTIIA PET HIT CENTER 1. HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING AND CDUNTERFLASHING INSTALLATION. 2. CHASE AND COVER INSTALLATION - I' THICK NFPA COATED, PINNED ON 4' CENTERS AND GLUED TO SHEET METAL. 3. CAULKING TO BE SILICONE BASE AND WATERPROOF. REFRIGERANT PIPING ROOF CHASE AND PIPE SUPPORT DETAIL N.T.S. TT -17 SOUTHCENTER SEATTLE, WASHINOTQN MECHANICAL DETAILS AND SPECIFICATIONS Sheet 4 of 6 THIS SHEET & TT MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS UNIT NUMBER DBA 07 CANCELLED RENS . Q3 REVISED 7/15/98 Q REVISED 1/15/98 Q REVISED ORAMN BY; SCALE: REVISED BY: FILE NAME: SCNTTM4 DRAMS NUMBER: DATE: JOB NUMBER DATE TTM -4 7/10/95 The Richard E. Jacobs Group APPLIANCE HEAT GAIN CALCULATIONS APPLIANCE NO. FUEL/ MOTORS INPUT K.W. FACTOR INPUT BTUH SENSIBLE FACTOR SENSIBLE HEAT GAIN LATENT FACTOR LATENT HEAT GAIN i I o za �= GAS _ . .33 .17 ELECTRIC 3413 .33 17 fa ° oo a u w o ,_- GAS ELECTRIC - 3413 10 .14 - -. - ,,. i w a Lf ww I5R = of MOTORS HP 2545 .30 ELECTRIC 3413 .30 OTHERS TOTALS KITCHEN EXHAUST FAN MANUFACTURER MOTOR H.P. CF M. POWER V/ HZ/ 0 MODEL FAN R.P.M. ESP DRIVE BELT MOUNTING CURB APPLIANCE SCHEDULE APPLIANCE NUMBER APPLIANCE FUEL TYPE GAS/ELECT. FUEL RATING BTUH /KW HOODED UNHOODED 2'x4" FIRE TREATED WOOD NAILER. SECURE TO CURB AT 12"O.C. (MIN. 2 PER SIDE). FABRICATED 16 GAUGE GALVANIZED SHEET METAL ALL WELDED CONSTRUCTION. PAINT AFTER PAINT WITH RUST RESISTANT AFTER FABRICATION. FABRICATE HGT. OF CURB SO THAT HGTABV.ROOFING SURFACE IS A MIN. 10 ". FOR HOOD EXHAUST SYSTEMS - SEAL OFF OPENINGS IN DECK W/ METAL PLATE SECURE CURB TO DEC WITH SCREWS AT 8" O.K C. 3 "x3 "x1/4" ANGLE FRAMING ALL SIDES OF DUCT PENETRATION, WELDED OR BOLTED TOGETHER. COPE ANGLES PERPENDICULAR TO JOISTS TO ALLOW TOP LEG TO SET ON TOP CHORD OF JOIST. WELD OR CLAMP ANGLES TO JOIST. ANGLE MAY BE OMITTED ON SIDE OF DUCT OPENING WITHIN 6" OF JOIST. REINFORCED JOISTS INDICATED ON MECHANICAL AND /OR STRUCTURAL PLANS WITH: 1, BLOCK OUT AREA 2. JOIST MARKED W/ AN ASTERISK. 4" LAP ANGLE OV JOISf MIN. OF 2ER " FT. CHANNEL PPOKi ON TOP OF DECK 6'-O O.C. MAX. SPAN TWO JOIST MIN. OUTLINE OF R.T.U. rk-- MAIN WALKWAY BY LANDLORD BY TENANT 1 I FULL PERIMETER R.T.U. CURB SEE NOTE SEE NOTE A2 METHOD Al (TYPICAL FRAMING FOR RTU'S UP TO 1800 LBS. TOTAL WEIGHT) RTU STRUCTURAL FRAMING PLAN N.T.S. TREAD PAD (CONSULT LANDLORD ROOFER FOR TREAD PAD) 12" MIN. SECTION 'A' 1/2 USE THIS DETAIL FOR NON - REMOVEABLE EQUIPMENT 1 1/ " -METAL DECK. ANGLE NUT REO'D EN WH DECK C HANG IS WITHIN 6 OF JOIST 3x321/4" DUCT OPG. FRAMING TP. 4 SIDES /OPG POWER &CONTROL NFF H THRU ROOF SFF DETAIL Og WHEN CURB PROJECTS BE70ND J015T MORE THAN 1B EXTEND CHANNEL TO NEXT JOIST. ROOF TREAD PAD LAYOUT 0, N.T.S. TT -86 2 "x2" FIRE TREATED WOOD NAILER. SECURE TO CURB AT 12"0.C.(MIN (2) PER SIDE) USE THIS DETAIL FOR REMOVEABLE EQUIPMENT RIGID INSULATION TO MATCH THICKNESS OF NAILER. ADHERED TO CURB. !!!� CUT INSULATION TO MEET WOOD - - BLOCKING MALAGA l� .� I iI EXISTING INSULATION TO REMAIN. REPLACE ALL DAMAGED INSULATION TO MATCH EXISTING. METAL DECK EXISTING JOIST FIRE TREATED BLOCKING ALL (4) SIDES OF CURB. NOMINAL 6"WIDE z THICKNESS TO MATCH INSULATION THICKNESS. NOTES 1. INTERIOR DIMENSIONS TO BE DETERMINED BY SPECIFIC EQUIPMENT. SEE DETAILS. 2. EXTERIOR MIN. DIMENSIONS OF CURB FOR FLASHING AND COUNTERFLASHING SHALL BE 12 "x12". DETAIL OF FABRICATED CURB 26 N.T.S. TT -26 FOR HOOD EXHAUST OR WHERE CODE DOES NOT PERMIT TREATED WOOD BLOCKING, OMIT WOOD BLOCKING AND UTILIZE ROOFING MATERIAL PER CODE. 5' x 6.7#/FT. CHANNEL SUPPORT ON TOP OF DECK SPAN. MINIMUM OF 3 JOISTS UP ANGLE OVER JOIST MIN. OF Y OUTLINE OF R.T.U. FULL PERIMETER ROOF R.T.U. CURB ANGLE NOT REO'D WHEN DECK OPENING I WITHIN 6" OF JOIST MINIMUM. ANGLE RAMING FOR DUCT PEFNETRATIONS Tl'P. 4 SIDES /OPG III ►���itAW�O1 F u Nl� II `� �111�nii . p .L. ..!,,,,, _ nN���nn� V III ���=ii�u .. ITERED JOINTS WELDED AND GROUND SMOOTH ON CURB (TYP.) - - -: - rte: i0 I 4" MIN. METHOD #2 (TYPICAL FRAMING FOR RTIJ'S BETWEEN 1880 LBS. & 2800. LBS. TOTAL WEIGHT) RTU STRUCTURAL FRAMING PLAN GENERA! NOTES - 1. FIELD VERIFY LOCATION OF RTU PRIOR TO INSTALLATION. 2 ALL SHOWN BY TENANT CONTR. UNLESS OTHERWISE NOTED J. PROMDE INSULATION IF WOOD NOT PERMITTED BY CODE. RTU STRUCTURAL FRAMING PLANS AND SECTION' N.T.S. TT -1 SEE NOTE #2 STAINLESS STEEL CLAMPING RING SOLDER JOINT ROOFING MEMBRANE INS ULATION r ROOF JOISTS LAP ANL GE MIN. I 2" OVER JOIST ANGLE FRAMING FOR DUCT PENETRATION PLAN REINFORCED. JOISTS INDICATED ON MECHANICAL AND /OR STRUCTURAL PLANS WITH: BLOCK OUR AREA. 2. J015T MARKED W/ ASTERISK. • BOLT CHAIN TO EACH JOIST ) 18" MIN. SQ. LEAD POWER & ONTROL WIRING THRU C ROOF SHE DFTAII , VENT PIPE TYPICAL DETAIL - LEAD - BUR N.T.S. METAL DECK FLEX. DUCT CONNECTION O FOR PLUMBING VENTS TURN LEAD FLASHING DOWN INTO VENT PIPE A MIN. OF 1" BELOW TOP OF PIPE 4 LB. VIRGIN LEAD NOTES; 1. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 2. 4 LB. LEAD FLASHING SHALL BE 1/4" MAX. DIAMETER LARGER THAN PIPE ALL JOINTS TO BE SOLDERED. 3. FLANGE SHALL BE SET BY ROOFER. CONTACT L.L. FOR LIST OF APPROVED ROOF :NG CONTRACTORS 4. ALL RCOFWORK TO BE PERFORMED BY MALL '.APPROVED ROOFING CONTRACTOR 5. VENTS SHALL BE A MINIMUM OF 10' -0" FROM OUTSIDE AIR INTAKES. "METALBESTOS" TYPE RV FOR 8" OR SMALLER TYPE OC FOR 10" OR LARGER DOUBLE WALL "METALBESTOS" TALL CONE TURN DOWN FLASHING FLANGE 2" ALL SIDES TO FORM CURB CAP. (SOWER CORNERS.) RESIUENT GASKET - MIN. OF 3' -D" HEIGHT SHALL of AS REQ'D BY LOCAL CODE LOCATE 25' -0" FROM BLDG. WALT AND 1ST -0" FROM OUTSIDE AIR INTAKE CONTACT LANDLORD. R.T.U. SET CURB LEVEL WITHIN UNIT-1 MFR'S. RECOMMENDATIONS RESILIENT GASKET CONTINUOUS FIRE TREATEG O Y BY UNIT MANUFACTURER FULL PERIMETER ROOF. TOP EQUIPMENT CURB '.. PROVIDE STEEL SHIMS B€1WEEN CURB & CHANNEL O 24 O.C. IF REO'0 FOR LEVEJNG. CONNECT TO UNIT NCI' LINER -� WHERE REO'D 3" z 3" x 1!4' ANGLE FRAMING ALL 5,0E5 OF DUCT PENETRATION, WELDED OR BOLTED TOGETHER. COPE ANGLES PERPENDICULAR TO JOISTS TO ALLOW TOP LEG TO SET ON TOP CHORD OF JOIST_ WELD OR CLAMP P.LES TO JOIST. ANGLE NAY BE OMITTED pal OF. DUCT OPENING WRHW 6" OF JOIST.' MINIMUM CLEARENCE "METALBESTOS" CAP BIRDPROOF "METALBESTOS" STORM COLLAR SET IN SEALANT SECURE TALL CONE TO CURB MIN. 2 PER SIDE C 12 O.C. FABRICATED CURB SEE 131RR OF1J4O NOTES; 1. H.V.A.C. CONTRACTOR TO COORDINATE INSTALLATION W/ LANDLORD'S ROOFER FOR PROPER SEQUENCE TO PERMIT FLASHING do COUN T INSTALLATION. 2. CURB INTERNAL SIZES: FOR FLUES 3" THRU 5" ROLB4O -9xx9" CURB, FOR FLUES 6" THRU E" ROUND -12 "412" CURB, FOR FLUES GRAISR THAN 8" ROUND CONSULT WITH THE LANDLORD. GAS FLUE THRU ROOF DETAIL O N.T.S. TT-4 Ti, L� V i ENSUE_ TO ~ Y - NAMER .L TO CURB 1 WOOD CUT INSUL BLOCKING TO MEET ',MIL OUNIMMMESIOra T ,IF . ...act .. V' 1 5 "z&7 G DUCTWORK SEE NOTE 12 STAINLESS STEEL CLAMPING RING PRE - MOLDED PIPE SEAL RUBBER ROOFING MEMBRANE INSULATION BOLT CHANNEL TO EA JOIST WIMACRf. BOLT NUT & 1YA97. BO NQf UROJ. JD6T. FO¢ Tiv'""TEFi D BLOCKING. AIL FOLIC SIDES OF CA NOM 6" WIDE X T RESS. TO HATCH INSULATION THIGNESS CURB TO CHMVIB:, W 3 B ROUND SID. MiEHINE L. LINT SECTION A" SECURE CURB TO DECK W/ SCREWS 12" O.C. MIN_ (2) PER SIDE SECURE FLUE TO DECK AT 114 POINTS WITH MIN. OF 4 2"x1-1/2 WIDE 16 GA SHEET METAL CLIP ANGLES RIVETED TO FLUE. SECURED TO DECK. FOR MODEL GC VENTS USE" METALBESTOS" SUPPORT PLATE. 5. WATER CUT -OFF MASTIC SPLICING CEMENT LAP SEALANT RAIN TE D (FULL STZE) NOTF; DO NOT TRIM DECK FLANGE WSIJUTION META DECK JOST NOTES - 1. PRE - MOLDED PIPE SEAL CANNOT BE CUT VERTICALLY TO BE INSTALLED. 2. PRE - MOLDED PIPE SEAL MUST HAVE INTACT RIB AT TOP EDGE REGARDLESS OF PIPE DIAMETER. 3. WHEN PREFABRICATED PIPE SEAL CANNOT BE INSTALLED, USE FIELD FABRICATED PIPE SEAL SEE ALTERNATE PIPE. FLASHING DETAIL 4. FOR BALLAST SYSTEMS, REPLACE BALLAST AFTER WORK IS COMPLETED. 5. FLANGE SHALL BE SET BY ROOFER. CONTACT LL FOR UST OF APPROVED ROOFING CONTRACTORS 6. ALL ROOFWORK TO BE PERFORMED BY MALL APPROVED ROOFING CONTRACTOR 7. VENTS SHALL BE A MINIMUM OF 10' -0 ". TYPICAL DETAIL - PREMOLDED RUBBER ROOF N.T.S. PIPE /CONDUIT OR VENT THROUGH ROOF FLASHING DETAILS O p N.T.S. EXISTING INSULATION EXISTING METAL DECK ION. tYx18 x2" 1H ICK CONC. SP BLO 24'�C24" M MANE RO. PAD SPUD BACK GRAVEL MASTIC TO ROOF TO SUPPLY AIR MAIN VOLUME DAMPER EXISTING ANGLE I RAMF T , (PROVIDE NEW 3 x 3 x 1 ANGLE FIRAAIE IF NONE EXIS META DECK 1 -1/2" THICK FIBERGLASS INSULATION W/ FOIL FACING FLEXIBLE DUCT MOUNTING DETAIL 99 N.T.S. TT -99 NOTES N:' PLAN OF EXISTING ROOF DECK NEW ROOF INSULATION T f ∎gNNl�t {I l i �t A 1 � 1111 T ∎U 'T 11 11 � ��- NNEEW MEAL DECK TO MATCH S ' . 8'MIN r,/ ( E FILLE AN .. PERMITTED P NEW SECTION 1 PROPFIING WILL NEST WITH (FOR OPENING LARGER THAN 16") NEW ROOF INSULATION _ RNNU H1Nt{ nt _{1GI1 { e +� �' / ' � 20 GA CALM. STEEL SECTION 2 - 2 (FOR OPENINGS 16 &. SMALLER) M II REPAIRS TO THE METAL DECK SYSTEM N.T.S. TT -2 METAL STRAP CLAMP (TYPICAL) 2 PLACES INSULATED FLEXIBLE CONNECTION. (MAX. 5' -0") IN VERTICAL ONLY. SUPPLY AIR DIFFUSER. t[t 1 l CITY OF 1'4.1'4 ViLA 1. NEW INSULATION TO MATCH EXISTING INSULATION HEIGHT & OF THE SAME OR GREATER THERMAL RESISTANCE VALUE. 2. ROOFING TO BE INSTALLED AND FLASHED -IN NOR MATERIALS TO MATCH EXISTING. INSTALL MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. PERMIT CENTER 3. IF METAL DECK FOR OPENINGS LARGER THAN 1S" IS NOT AVAILABLE, CONTACT LANDLORD'S STRUCTURAL ENGINEER. MECHANICAL DETAILS AND SPECIFICATIONS Sheet 5 of 6 DRANK BY SCALE: SOUTHCENTER REVISED BY: REVISED REVISED LE NAME SCNTTM5 DRAW. NUMBER: SEATTLE, WASHINGTON UNIT NUMBER DBA CANC ELLE D THIS SHEET & TTO.O{ MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REVISIONS DATE JOB NUMBER DATE TTM -5 7/15/98 1/15/96 NEE MUM MINI ►/ N • 111 � I>M-1 NORDSTROM co 0 THE BON rgif-in O FOOD COURT O 's O O I I JCPENNEY REVISED N.T.S. CLEANOUT INSTALLED BY LANDLORD ^\� \\ /�� • \'�� %� a CAST IRON NO HUB' PIPING SHALL BE USED =z EXISTING —Y BY LANDLORD I CAST IRON SPOOL PIECE SEE NOTE 5 FOR // � >, /.�1 -11// A.."'-------- ALTERNATE SANITARY `1 I i2I I I IIa II I I 1110 CONNECTION '\�= % / INVERT ELEVATION AS SHOWN ON LANDLORD'S DRAWINGS NOTE; 1. TENANT SHALL CONNECT SANITARY DRAIN TO CONNECTIONS PROVIDED BY LANDLORD. 2. TENANT SHALL NOT MODIFY LANDLORD'S DRAIN OR MAKE CONNECTIONS TO SANITARY MAIN. 3. ABOVE AND UNDERGROUND COUPLINGS SHALL BE "CLAMP' -ALL DRAIN COUPLING MODEL –HI –TORO 125. 4. NO PVC PIPING SHALL BE ALLOWED IN RETURN AIR PLENUMS. 5. IF EXISTING LANDLORD PROVIDED UPPER SANITARY TENANT CONNECTION CANNOT BE USED, CONTRACTOR SHALL USE LOWER ALTERNATE SANITARY CONNECTION. 6. TENANT MAY USE CAST IRON BELL AND SPIGOT WITH APPROVED COMPRESSION FITTINGS BELOW GROUND. TENANT SANITARY PIPING DETAIL PIPE SUPPORT DETAIL 1 5 NTS TT -135 NO HUB CAST IRON PIPING ABOVE COUPLING (SEE NOTE 3) f PVC TO A MAXIMUM OF J 9' – 0" ABOVE FIN. FUR_ BELOW UPPER LEVEL FLOOR SLAB TO SERVE UPPER LEVEL TENANTS. �s -11 PVC /ABS STAMPED ASTM # D2665 -78 COUPLING (SEE NOTE 6) (SEE NOTE 3) TAG BOLT WITH FLAT WASHER 1" RUBBER SHEAR PAD OR SPRING ISOLATOR FOR ROOF MOUNTED EQUIPMENT LANDLORD PROVIDED CONCRETE EQUIP. PAD ROOF MOUMING EQUIPMENT ROOF MOUNTED EQUIPMENT SUPPORT DETAIL NTS TT -135 EXPANSION BOLT 1 1 AM, AO pyry •F fry /Isl, %/ /%/ rf Aj ler � I ! !El II Immuu I. ill I Ii,;! i iii N i i i 11111 Nk 1s, SEARS THE BON 5" REF CONC. SLAB ON GRADE 9-1/2 ' REINFORCED STRUCTURAL SLAB UNLESS OTHERWISE NOTED. 0 =I 0 Mil FOOD COURT 1 III *IZMIE.L2 1=4 NORDSTROM SEARS Now- N•■• LANDLORD'S O.A. DUCTS 1. THE "SPECIAL BUILDING CONDIRONS'. NOTED ON THIS DRAWING. SHALL'' BE CONSIDERED BUILDING /CONSTRUCTION RESTRICTIONS. ALL CONDITIONS MUST BE FIELD VERIFIED BY TENANT. 2. NONE OF THE NOTED. CONDITIONS MAY BE ALTERED IN ARE WAY. NO FLOOR PENETRATIONS ARE ,- PERABrIED UNLESS REVIEWED AND APPROVED BY THE LANDLORD'S ENGINEERS AND Al PRESIDING GOVERNMENTAL AUTHORITIES. 3. THERE ARE LOCATIONS BELOW THE FLOOR SLAB AT WHICH SPECIAL EQUIPMENT HAS BEEN. LOCATED. FIELD VERIFICATION OF THESE IS THE TENANTS RESPONSIBILITY. 4. UNDER FLOOR AREAS ARE HAZARDOUS LOCATIONS DUE TO CONFINED SPACES AND FLAMABLE GAS FORMATION. (� 5. DO NOT CHANNEL FLOORS. STRUCTURAL DAMAGE WILL RESULT.Q 2ceo - 07(p CANCELLED MERVYN'S JCPENNEY MERVYN'S ctrt PERMIT CENTER MECHANICAL DETAILS AND SPECIFICATIONS Sheet 6 of 6 THIS SHEET & TTG•01 MUST BE INCLUDED AS PART OF TENANT'S SUBMITTAL TO THE LANDLORD, BIDDING CONTRACTORS AND FOR BUILDING PERMITS The Richard E. Jacobs Group REVISED Q2 REVISED [LRAM BY: SCALE: SOUTHCENTER 0E115E0 BY: FILE NAME: SCN TM 6 ORA'MNG NUMBER: (LOCATION: SEATTLE, WASHINGTON UNIT NUMBER DBA REVISIONS ATE: OB NUMBER ATE TTM -6 6/26/98 5/7/96 1/15/96