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Permit D07-381 - WESTFIELD SOUTHCENTER MALL - GILLY HICKS - TENANT IMPROVEMENT
GILLY HICKS 457 SOUTHCENTER MALL D07 -381 Design Occupant Load: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D07 -381 Occupant/Tenant: GILLY HICKS Building Address: 457 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WEA SOUTHCENTER LLC 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Use: RETAIL Occupancy Group /Division: M Type of Construction: II -B Automatic Sprinkler System: Provided: Y Required: Y 287 BUILDING 0 CIAL DATE CI THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 457 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: GILLY HICKS Address: 457 SOUTHCENTER MALL , TUKVVILA WA Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Owner: Name: WEA SOUTHCENTER LLC Address: 11601 WILSHIRE BLVD , LOS ANGELES CA 90025 Phone: Contact Person: Name: ROB HUMPHREY Address: 833 SE MAIN ST #242 , PORTLAND OR 97214 Phone: 503 320 -5030 Contractor: Name: HANLIN RAINALDI CONSTRUCTION Address: 6610 SINGLETREE DR , COLUMBUS OH 43229 Phone: 614 -436 -4204 Contractor License No: HANLIRC962NQ DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT City +f .Tukwila DEVELOPMENT PERMIT * *continued on next page ** Permit Number: D07 -381 Issue Date: 01/30/2008 Permit Expires On: 07/28/2008 Expiration Date: 07/17/2009 Value of Construction: $788,000.00 Fees Collected: $9,416.60 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: 11B Occupancy per IBC: 0019 doc: IBC -10/06 D07 -381 Printed: 01 -30 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City o,.,/Tukwila �.. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D07 -381 Issue Date: 01/30/2008 Permit Expires On: 07/28/2008 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: L)A_L Date: • • I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the pe ce of work. I am authorized to sign and obtain this development permit. Signature: Date: /-3 O. O /76.0er,rl Z.Q /!) //vm -/ Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IBC-10 /06 D07 -381 Printed: 01 -30 -2008 Parcel No.: 6364200010 Address: 457 SOUTHCENTER MALL TUKW Suite No: Tenant: GILLY HICKS 10: ** *FIRE DEPARTMENT CONDmONS * ** doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us PERMIT CONDITIONS Permit Number: D07 -381 Status: ISSUED Applied Date: 10/04/2007 Issue Date: 01/30/2008 1: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 2: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431 - 3670). 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents' shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Fire retardant treated wood shall have a flame spread of not greater than 25. All materials shall bear identification showing the fire performance rating thereof. Such identification shall be issued by an approved agency having a service for inspection at the factory. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: Installation of storage rack requires a separate building permit. 13: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 14: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so D07 -381 Printed: 01 -30 -2008 doc: Cond -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 15: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 16: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 17: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 18: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. 19: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 20: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 21: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 22: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 23: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 24: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 25: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) D07 -381 Printed: 01 -30 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 27: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot -candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 28: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4) 29: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 30: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and/or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 31: An approved fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 32: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: An electrical permit from the City of Tukwila Building Department Permit Center (206 - 431 -3670) is required for this project. 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 37: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) 38: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 D07 -381 Printed: 01 -30 -2008 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 /7c /8u€'r .2.04a'A JA/ Date: / a g D07 -381 Printed: 01 -30 -2008 CITY OF TUKWILA. Community Developmenrbepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please P * Site Address: 11,91 ouivk ce-vN-,. pi A-,.., Suite Number: I % Tenant Name: . 1 eill QA r i l'h at& New Tenant: Property Owners Name: LI es r I C-71-0 c.. Mailing Address: 1 I fool LA) ( L..5(4(?-i k....14) ( 11%-c0— CONTACT PERSON - who do we contact when your permit is ready to be issued Name: 7 2 --03 14.F2,ef - r R.*, Mailing Address: 833 ANN ou r E-Mail Address: 11 a @ " GENERAL CONTRACTOR INFORMATION -- (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: To Mailing Address: Zip Contact Person: E-Mail Address: Contractor Registration Number: Company Name: Mailing Address: o D tic QV eq Contact Person: CA-TA`f LA..; • E-Mail Address: Company Name: Mailing Address: Aft) Phario e?-S O: \ ApplicationstForms-Applications On Line\3-2006 - Permit Application.doc Revised: 9-2006 bh 0 0 - 1 c") ‘ cc e. 0 t:=11.- - LW) Contact Person: 0 Tot( 0); o.J / CPA b•• VA° (.44-4- E-Mail Address: King Co Assessor's Tax No.: Pf City Day Telephone: 5 3 - 31 - 3 0 ii-rist.A41 ( 9 7 7.4 State Zip City Fax Number: .)c ) - c ) - 2 43 C.) City Day Telephone: Fax Number: Expiration Date: D City Day Telephone: (0( q 631 7000 Fax Number: t- City Day Telephone: Fax Number: C p State State OH State tool Floor: L(30 r7 D .... Yes D..No State Zip Zip (of t 7771 Y3011 Zip (05Y . 7 DOI.? (0 )777 Page 1 of 6 LIMN PERMIT INFORMATION 206 43 6 Valuation of Project (contractor's bid price): $ 7 BE 1 000 Existing Building Valuation: $ H(.,..) T €NJ T - AA?kWE avt I " 1 s I ffr 3L0' -. Scope of Work (please provide detailed information): Will there be new rack storage? .... Yes qua ding Areas 9 %it( dditon t stir ur �( B PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? ❑ Yes FIRE PROTECTION/HAZARDOUS MATERIALS: j go Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If 'yes ; attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safe ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh V AG No If yes, a separate permit and plan submittal will be required. Compact: Handicap: No If "yes ", explain: Page 2 of 6 Fixture Type: Q ty Fixture Type: .Qty Fixture Type: Qty ,; Fixture Type: ' Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain t3a Sinks I Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory I Water Closet D. Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPINC RMIT INFORMATION - 206 -431 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 7 . t� Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ ) 1 0 00 Valuation of Gas Piping work (contractor's bid price): $ _ Scope of Work (please provide detailed information): ti e- Lx (I ) T. 1 • Building Use (per Intl Building Code): ,40,0 Z��l t— Occupancy (per Int'l Building Code): ► ' 1 Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Sewer: Page 5 of 6 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGE Signature: ' Date: to /3 ( 3 7 Print Name: Mailing Address: Date Application Accepted: S MA/NJ ol kf4— Q:\Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh all permits in this City Day Telephone: 5 — 3 to F716 d u 207 State Zip Date Application Expires: bqb`l Staff Initials: Page 6 of 6 City of Tukwila Parcel No.: 6364200010 Permit Number: D07 -381 Address: 457 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 10/04/2007 Applicant: GILLY HICKS Issue Date: Receipt No.: R08 -00256 Initials: WER Payment Date: 01/30/2008 08:32 AM User ID: 1655 Balance: $0.00 Payee: HANLIN RAINALDI CONSTRUCTION RECEIPT TRANSACTION LIST: Type Method Description Amount Payment Check 81784 5,708.80 ACCOUNT ITEM LIST: Description Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts Payment Amount: $5,708.80 5,704.30 4.50 Total: $5,708.80 7862 01/30 9710 TOTAL 7106.50 doc: Receiot -06 Printed: 01 -30 -2008 n..... nct 1'c AC RECEIPT NO: R07 -02170 Initials: JEM User ID: 1165 Payee: PRECISION PERMIT SERVICE SET ID: 5000000871 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431 -3665 Web site: http: / /www ci.tukwila.wa.us D07 -381 3,707.80 EL07 -562 196.80 M07 -211 225.96 PG07 -261 37.00 TOTAL: 4,167.56 TRANSACTION LIST: Type Method Description Amount Payment Check 5007 4,167.56 TOTAL: 4,167.56 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT Payment Date: 10/04/2007 Total Payment: 4,167.56 Account Code Current Pmts 000.345.832.00.0 196.80 000/345.830 3,970.76 TOTAL: 4,167.56 COMMENTS: I ) St , ( Pt to IV OF [/_? ff, - t1PPIJlfr la A41 vg& - /VP If p/f0 6) r w its — Anni,}4fn Date Called: P e - r ,A I -{ CI e bs, 1 F l r; uv COO 1 (,Y N^(t ba 0 Date Wanted: 2S-v6 p.m. Requester: Phone No: Project: , ( Gr H I- -II6 I'S Type of Inspection: FINr�L Address: �—r � 7 1014 r ( Date Called: tn. Special Instructions: Date Wanted: 2S-v6 p.m. Requester: Phone No: 2 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION A 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 - 3670 12 - Approved per applicable codes. El Corrections required prior to approval. 0 REINSPECTIO EE REQ RED. Prior to inspection, fee must be pa'. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Rece ` i : t No.: INSPECTION RECORD Retain a copy with permit 'Date: )7 3 c`3 PERMIT NO. COMMENTS: Type of Inspec ion• 1.._/ -/ C/ Address: CO Se "e /2b 7 3 'J -e /-r- Lr / 'eS / f3 K, A Special Instructions: Date Wanted: 7 / Zz /vP Requester: r /2 / s% % /joy >1$ / /i'e 4/S _ Project: Type of Inspec ion• 1.._/ -/ C/ Address: Date Called: Special Instructions: Date Wanted: 7 / Zz /vP Requester: Phone No: t ' d 738/ INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. specto 1 Receipt No.: INSPECTION RECORD Retain a copy with permit .00 REINSPECTIONEE REQU 4ED. Prior to inspection, fee must be d at 6300 Southcenter Blvd.,ite 100. Call to schedule reinspection. 'Date: COMMENTS: PA. Type of Inspection r '14- t 4di can triSi Sl ' 7C ti t - CI1Mt15F5 Address: HC7 ili II Date Called: L A 51.r, { ( r'r[- -ext N4‘, / (t.i. s _ Date Wanted: 7_ g-1 ra a.m. 0 vCV5 Dill N o 1 9frb11 . 0 Abola i,ti): Ht F :0.1 4 /y -/. Project: �/ frIlfly tb-ces Type of Inspection r '14- Address: HC7 ili II Date Called: Special Instructions: Date Wanted: 7_ g-1 ra a.m. Requester: Phone Noa 2G/ 7! ,2 ' i r as 17 02- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION % - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. 'Inspector: 'Date: i t / '�- El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Project: to I' t RI .x s Type of InspectioOda-Z-1111 Date Called: Address: , + � � �� `L Special Instructions: Date Wanted: 1 1 t 4 1 0 a.m. p.m. Requester: Phone No: (0 1. 71.074 7- INSPECTION RECORD Retain a copy with permit 170 7-37 f PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 R .Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: c' . - pc4q /i4 t (Inspector: (Date: 1 I� 1 El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be OW at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: fit Cr:1;0S5 ; h c. };„3 f,obss `,4 /4ko. -<_ 1 5410 41■ 1.1 /'t 4t its Are4 12C (e el A f T'p (...A1d t) foie ' C_rr.'elO// V41k rtiry -k Iii -e-eh 5trs Kfe< 12.0 a ,,(1 C' ,/. f o,P al9 Special Instructions: Date Wanted: 5 7 P- a.m. Requester: Project: (T�I //,, I/ H 'ci'k5 Type of Inspection: W i3 Address: 4S) fT 1I Date Called: Special Instructions: Date Wanted: 5 7 P- a.m. Requester: Phone No:! /4/ 3t1 I '1 pot -3 ,51 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION lZ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. El Corrections required prior to approval. I Date: c:30' �/ ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspect (Receipt No.: IDate: Project: I k kL1 O TYPeFrispect o t ` Addres� '^^ Date Called: Special Instructions: ° Date Wanted: -7 Requester: Phone No: ()I Lf -3W `7 62— / of INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 313/ PERMIT NO. (206)431 -3670 COMMENTS: friar, / 4'Gt -G0/ 1 g /ii e�- C. , ✓■OdtotA ( �+ f PSSt►. t rM-1 a 41 COt./& a1,1 it; r4 a ,' 4S J Approved per applicable codes. El Corrections required prior to approval. Inspector: Date: El $58.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: itm Project± j i i // 4 v` %�� C/ / pyc�t Type of Ins ig Address: Date Called: Instructions: Date Wantgd J�� �� ✓ - / a.rr� �� Requester: Phone No: 1707-301 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: COMMENTS: (Inspector: I D�' COMMENTS: Type of Inspection: 3 • . %- / ✓�dk� / f 'i2 . .,v5 Address: Date Called: F f .e A. -4✓ A (b h f4J/ e'. ��,� ,� 5 74 r� 7, ,---, ' Date Wanted: / — — /C.9 ,2J-- % /.f /,'!./ 4�' f Vii) g Cam p.m. ,,r ' t 4-e7 /d fh 5,' /es />c : " -X idg Phone No: (2) 5 W /;,4Iaii Z %a� ,,„ ,> 1 L) / // 2 /A// 43-0. ( M09 ,e /} elf / •0 / 1 • Project . e 5 Type of Inspection: 3 Address: Date Called: Special Instructions: Date Wanted: / — — /C.9 L.� act,' Cam p.m. Requester: Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. spect 58 'Receipt No.: INSPECTION RECORD Retain a copy with permit (Date: IDate: 40 REINSPECT! N FEE RETIRED. Prior to inspection, fee must be p •' • at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Project: / //y /1i(kS Type of Inspection: t /1 q, Sri C, A 4 Rs :7 pi 4/ t D Called: Special Instructions: Date Wanted: m. Requester: Phone No 6/q / 2 / /6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION r- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ( 4 - - f hint/ /277M /4/2 - /4,41 1/ t1/rr," , /ass •�->_ ct SIvcp / f?. _.,�- W - P4 /14.z/tw, 54 / -s nspecto Date: f7 • 1 0 REINSPECTION hEE REQUI'RED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 0.17-381 Proj t:. /I / Type of Inspectio,q: Ai73; /),74 Date Called: Special Instructions: __--- Date Wanted: —3 ---- /-)-- a.m. ( 1511 ; Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWIMOILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: p/ 51 - dt.it / 04- ar'cieei ct dirt ef I lnspector Date: / 57/3/e j$5 (QREfNSPECTI0N FEE REQUIRED. Prior to inspection, fee must be pal paitt1t 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: COMMENTS: 6 ) a/I r wod i s c b Nflar 14 "75 Gvvd m)f$f at/eve ev s r / -04 it c( -2 ? ,fri - A 1- 5 - 7 1 v - -1 < ' /oo✓s Ai ctyd,sper 1 ).0 ,q )/0 n' 6- h N nn°- , Phone No: N Project;,- %// i / 7e 5 Type of I e�ti / Address: z l S 7 Ma// Date Called: ,-, Special Instructions: Date ed: Requester: Phone No: INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit L r 3 e/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 tEl Corrections required prior to approval. 1 p A.A.t.lat Datk , at i3 , 0 REINSPECTION FjEE REQUIR . Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Sui 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project- //1y / !/ s Type o�ection: Address: , S7 i 9 // Date Called: Special Instructions: Date Wanted: 5 t z - o& a.rrt. Requester: Phone No: � INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. { COMMENTS: /i ,q Date: 5-- iz - o t I I peco: 58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be aid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: 4067 -36/ PERMIT NO. Project . /Wet 49/43 Type of Inspection: ,t) F/1 xylittit5 Address: 4 1 5 7 rvi 4- < / Date Called: Special Instructions: Date Wanted: 5 -- /2 --° Requester: Phone No: fy 6 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C- 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 s4 /15 - d /veyriz,/e._ Inspec r: INSPECTION RECORD Retain a copy with permit $ .00 REINSPECTIO I RE REQUII D. Prior to inspection, fee must be p at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 1 Receipt No.: 'Date: Date: El Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1 :4 Project: /.// /1/?,e s Type of Inspection: r "2 4,/WNL Address: /13 7 ) 9// Date Called: Special Instructions: Date Wanted: C Q 7 0 1 Requester: Phone No (_, »J-3('/- 762/ INSPECTION RECORD Retain a copy with permit INS ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. D67 - -381 F Corrections required prior to approval. COMMENTS: rc u. /%'�� "/"/".9r 'v f'f• (4 4/ /h* / i 'Date: $58JI EINSPECTION FEE REQUIRED. Prior to inspection, fee must be pai • at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: (Date: Proj t: Type of Inspection: (—' j i //N Ad ress: ys7 mo9// Date Called: Special Instructions: Date Wanted: — 7 — 6e a.m. p.m. Requester: Phone No: � /‘ , -/---36/ - 762/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1�r s Rv■A5- 1— 3 .T dc( (ts f Date: 5- - 7 O & l L 5: REINSPECTION EE REQUIRED. Prior to inspection. fee must be d at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: 0 Project: . Cj /q /7L/ (145 of Inspection: FR iN6 Address: 194 Date Called: Spec � � 7 ial Instructions: Date Wante : A —1 -3 - v ii Requester: Phone No 6/4 361 INSPECTION NO. INSPECTION RECORD etain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 E1 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: v 0 1-' ' r/LfY/� -mv6, G'B�IPL j� ,&ices' te r✓ Ins ctor: a Da te: //_ EIS . REINSPECTION FEE EQUIRED. Ffrior to inspection. fee must be pa at 6300 Southcenter Blv ., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Project: i i k" c Type of Inspection: ERA/11M% g Address: ' Z/S SeP/aCifit,/ M/f Date Called: Special Instructions: Date Wanted: P.m. Requester: F 712/ INSPECTIO I NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 0617-56 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. COMMENTS: 4/7 5/1-5 4e rnihaf /2- & /2-- /9"ii (>1frs /0 IR /1(rifi/tig Inspector 'Date: 1 REINSPECTION FEE REQ IRE . Prior to inspection, fee must be . a. 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: *des 6-i' /f I y *des Type of Inspection: 1 r A. --:,, Address: Li 5 5.,,,M r a E MA ti Date Called: Special Instructions: Date Wanted: 3- 2 Er- 4Pk a.m. p.m. Requester: Phone No: / 3t/ 7 621 io INSPECTION RECORD Retain a copy with permit PERMIT NO. pa ? - 3 b/ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: FA, S For e A/04) 0k ( if- 60ve,,' Inspector: < ,../2 , Z , I r J t' fJ $58.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: Date: Project: G.7Iy 11 Type of Inspection: 1 6-1 f4tri.,.:45 Address: Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: .-- GM 36/ 7&2 I INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Corrections required prior to approval. COMMENTS: 1 70 ‘ 4 . 1 11,■ C fri6or klittA\ 0-/b Otie ID' a,/ to aeei IDate REINSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. r eceipt No.: 'Date: Prob Type of Insp ction: Ad res}, „ Date Called: Special Instructions: Date Wanted: 3- Z 6 -ag (pay Requester: Phone No: /1i '6/-7‘ PJ 0 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P ' 710 / PERM NO. CITY OF TUKWILA BUILDING DIVISION k 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: jJ • � 114 4"9 /f5�I4:1? t'�{, (V/-' "WYe+-ir, #ry > C Iln O s pector: 8 'Receipt No.: REINSPECTION F E REQ RED. Southcente Blvd., ! 05 0 . Prior to inspection, fee must be at 100. Call the schedule reinspection. 'Date: Proj � ;/4 , k 5 Type of Inspection: ■ r- r 44,inv.::, Address 4/..5 S� /4 oi:thei i% Called: 1/ _.., Special Instructions: ''' — _( Date Wanted: a rfi' 3 _ / 7 ... d , C p.m. Requester: Phone No: / 0,/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p A 5A 41r2.i -Q 0)47Td,v /4)A5-/ ar4m $ 00 INSPECTION FEE RE IRED. Prior o inspection, fee must be p - • d ; Southcenter Blvd., Suite 100. 1 the schedule reinspection. (Receipt No.: Date: 'Date: Dd73c / A/tie Pro t :. gif IS � T yp e of Inspection: v Z /it/40 f ,o( A ress: Date Called: Special Instructions: Date Wanted:_ ' O � 5 Retruester: Phone No: ( 41' INSPECTION NO. 607 -3e/ PERMIT NO. c/ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 7 OMMENTS: INSPECTION RECORD Retain a copy with permit pproved per applicable codes. El Corrections required prior to approval. .00 REINSPECTION FEE paid at 6300 Southcenter Blv Suit 100. Call the schedule reins. - !Receipt No.: 'Date: QUIR . Prior to inspection, fee must be pection Proje : . //4 Pit A s Type of Inspecpon: / N bt/4 //hiv-vy A i p IR: 2 servillieli.A Date Special Instructions: Date Wrecl: _ ,V.....) . . Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 b6 7 30 PERMIT NO. (206)431-36 El Approved per applicable codes. Ei Corrections required prior to approval. CO M MENTS: is /) - 6 ) ___c66,114 m cv,v0,404/7 — /9gce4hsvi nspe AA, kr..? Date: REINSPECTION FEE REQUIR . Prior o inspection, fee must be d at 6300 Southcenter Blvd.. Suite 100. C1L the schedule reinspection. 'Receipt No.: Date: Project: '41(11 /S Type of Inspection: L1ry De it �I f- RMi Addres . 11 1 1 1 51 SOLt1 foil Date Called: 3 —r1—c-) Special Instructions: Date Wanted; � �. ' 7 ..) / m. 7 ----( 1 - P•m• Requester: Phone No: 'Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTI • NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -357 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ZINctoi-noUl■ aCrv,".P lE'iP - o∎rt Pwe !� . REINSPECTION FEE R UIRED. �rior to inspection, fee must be pjd at 6300 Southcenter Blvd., uite 10 . Call the schedule reinspection. Date: - - II— 'Date: 0 0 7- 3 8 COMMENTS: X 2/.4 Ali al R,,-,,, A(+ ,i sf rN i/( o% Address: 6.11 //4 CE rO ! r„,,e l Ri. 0 -1 /7 Special Instructions: Date Wanted: - 7-7i a.m. P.m. Requester: Phone N ( ) 3 7t 2 / Project: (- it r ( /(s Type of Inspection: (Ma,, fhx rrA ".., Address: Date Called: 3 -7 -0F Special Instructions: Date Wanted: - 7-7i a.m. P.m. Requester: Phone N ( ) 3 7t 2 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 P07 -3'/ PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. 'Inspector: Date: $58.00 REINd FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 3 - 7- 4 'Receipt No.: 'Date: Project,: . r_,, A 1-1, i S Type of Inspection: ,-, 7 / Nderi /0-oV Ac 1 sitimevAdkim4 Daie/Called: Special Instructions: Date Wanted/ 5 CO a P.m. Requester: lor 6 Do7-mf PERM NO. INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 El Approved per applicable codes. Corrections required prior to approval. COMMENTS: g AMA/ - Leolei zpvdeVflocr 40,95 Vf.31; 61//r 59/P'S 2 niaD4Z-Speve nspecto 'Receipt No.: INSPECTION RECORD Retain a copy with permit R4. Dat 'Date: .00 REINSPECTION FE REQUII3 D. Prior to inspection, fee must be paid at 6300 Southcenter lvd.. Surte 100. Call the schedule reinspection. COMMENTS: Type of spectj: ip CZN-SS 1 D 5 /8 6,%.,--(2 Da Ca ed: a // .4.5. 1.c SID o F l Si1 1 J-k`. .- - o w L4 3 . 1 11+- J- . ,C i F.6 1 cS S v., /� �.. Z c..( t.-(.t. . . S / 71� s -o-� a.m. p Requester: I 6 4."%ii ) sS.C.. V ic:"U trr' -i-S.' Ct... '`S 3 o • c_. Project: //c / — //, L < Type of spectj: A ress: q 5 7 5 , /l eiF J 4i 09 Da Ca ed: a // Special Instructions: I Date Wante , / 1 ' t a a.m. p Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION i 6300 Sou thcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. 1l Corrections required prior to approval. Inspector: j Date: , 4 t 4 6 El $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: Project: G- t, I /tcS Tye of Inspection: --- c /' t /t4 Address: 4 5---? Suite #: S- C . ivriZ /.___ Contact Person: td Permits: Al Special Instructions: Phone No.: 6( 1 1- 3C, (- 26a-/ Needs Shift Inspection: r Sprinklers: P"'" Fire Alarm: Y Hood & Duct: N Monitor: OrNi,triliN, Pre -Fire: /t) td Permits: Al Occupancy Type: /v INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 206 - 575 -4407 proved per applicable codes. COMMENTS: Inspector: Date: -- 2h. We Hrs.: -,y n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. T.F.D. Form F.P. 113 COMMENTS: , Y P 1 C h J S 5 P r,eJ1, o(L _ a lc 7 i P 1 i, a 1t-- oK �' - c . r, L Contact Person. , Special Instructions: Phone No.: 6(q(- 3C./ - ( Project: • � 1 i y , Y P 1 C h J S Fire Alarm: Type of Insp i f y 1 1�C{� (AC L� f fr, :s I St 1r, i, 7 i P 1 i, a Address. Lis Suite #: �' - c . r, L Contact Person. , Special Instructions: Phone No.: 6(q(- 3C./ - ( Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: - Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS s - 0 CITY OF TUKWILA FIRE DEPARTMENT la_ Wa_ 98188 206- 575 -4407 approved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 n Corrections required prior to approval. Inspector: yr S l y Date: 7/►11/0 ( ( - Hrs.. . 1 111 k $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: 6 Iiy f-Itc,LS Type of Inspection: rivyaic l,c p " - - - 4 Address: Suite #: //15 1 S L. hP " L Contact Person: Special Instructions: Phone No.: 60 - 6,1 --2421 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS Wa. 98 188 '206-575-4407 n Approved per applicable codes. P - Corrections required prior to approval. COMMENTS: iM < , y.t Svc 1 1 LtIr•/ f}' D I 11 4+ , J (>r > 7 Inspector: 9 I J Date: --- )1 „ Hrs.: { 0\11 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from V City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 COMMENTS: Sprinklers: Type of Inspection: EM P 2 ry (, j Address: �� / S • C.. tvi Suite #: C— Contact Person / Special Instructions: .-E6k t--c-J ft b ,) ��,,� � "biN , o, , tt, 1---:91,t / .-o-1« (1._ f -0.„(1._ e ( e-,s per4-1,,,,i ____._____ ____, ._ Project 6 J\y /� �' �/i� S Sprinklers: Type of Inspection: EM P 2 ry (, j Address: �� / S • C.. tvi Suite #: C— Contact Person / Special Instructions: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: S >> Date: 7/8708 ' Hrs.. . i 188 206- 575 -4407 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Word /Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS 9 rrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 COMMENTS: Type of Inspection: S n. %toit L.�'�- -- 49 r -o S`pa4r - ( (4 00 ( 2 to ?S' Special Instructions: Phone No.: 42-5- t(f7- 6 4 0 9 - END @ Iwo C 210 t 0 Occupancy Type: 01 10 e-- r L- rX C AT;Q - t - N 0 �� � (�� V� IN 1 ." U� ( V. rik PrLtTw v1kA Uri vt LNI) b` LIA Y .4 , - T15,41 HI" - Lo•Ga-- -wr T L Ue 10 5' to 1)003l.E` U P V ids `/o) Wool ,T) 1 N 6 2 - t 1.t. 12 WI, ( crrvi- prze. ° ( ;t0.-;2, 0 Project: C o N G - r 5 Type of Inspection: S n. %toit L.�'�- -- Address: 1 -It 5o iii HIV 1 L Suite #: Contact Person: 'I 1\\ Efi HMI) t Special Instructions: Phone No.: 42-5- t(f7- 6 4 0 9 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER ri Approved per applicable codes. Inspector: / (7 Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 1/13/06 co-5 - O 6 G PERMIT NUMBERS . 98188 206 -575 -4407 - "Corrections required prior to approval. Date: , j 2 61 v (e., Hrs.: Z $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 - - - - -- - v - Location (floor /room no.) o v Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Sales Area 15 Amp /1 Pole Current Limiting Circuit Breaker 6 1800.0 10800.0 Sales Area 20 Amp /1 Pole Current Limiting Circuit Breaker 5 2400.0 12000.0 Sales Area Fiber Optic Lighting (Exempt -Part of Furniture /Plug -in) Sales Area VS 6 50.0 300.0 Sales Area VS1 4 50.0 200.0 sales Area VP 1 225.0 225.0 Fitting Rooms VS 2 50.0 100.0 Fitting Rooms vN 8 116.0 928.0 Display Window SW 6 20.0 120.0 Display Window Track Lighting (Except) 8 Display Window vs RECEI' =D 4 50.0 200.0 Display Window VP CITY OF TUKWIIA 4 12.0 48.0 Non - Sales 6' Flourescent Fixture A 2,307 0 4 22 0 30.0 660.0 Corridor OCI 6' Flourescent Fixture 9 30.0 270.0 Corridor vex PERMIT CENTER 2 50.0 100.0 Restrooms 6' Flourescent Fixture .- .. -. .. - • .. 2 . _ _ rte, 30.0 e,.- x.....11 ut..w- 60.0 ,. - 100 ut 0 vvasnington ouute r u uu.uur mai u Ica y J ••,... , .._.. -- - Interior Lighting Summary LTG -INT 2006 Washington State Norresider tai Energy Code Compliance Farms Project Info (Compliance Option Location (floor/room no.) Table 15 -1 (10) Section 1531 Section 1531 Project Address WESTFIELD SOUTRCENTER 633 SOATRCENTER PARKWAY SEATTLE, Wt, 98188 Applicant Name: CONCEPT S (ABERCROSeIa 6 FITCH) ApplicantAddress: 6301 Firm PATIO NEW ALBANY, OH, 43054 Applicant Phone: 614 Project Description Alteration Exceptions (check appropriate box -sec. 1132.3) Maximum Allowed Lighting Wattage D New Building El diti Addition ❑ Alteration " "0 Plans IndGded. • :" ' ' Refer to WSEC Section 1513 for controls and commissioning requirements. ID Prescriptive % Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures new, installed wattage not increased. & space use not than Occupancy Description Retail (Sales Area) Retail (Fitting Rooms) Retail (Display Window) Display Allowance for Track Lighting Storage Areas (Non - Sales) Common Area (Corridor but counts as Retail) common Area (Restro but counts as Retail) " From Table 15-1 (over) - document all exceptions on form LTG -LPA Mowed Watts per le 1.50 1.50 1.50 1.50 0.50 1. 50 1. 50 9/28/2007 For Building Depar[JE+ CO Permit Noe r _. ^rir^stfai in Alibied Area in tt 6610.0 836.0 93.3.0 8359.0 1021.0 354.0 150.0 Total Mowed Watts e 1369. 12538. 510. 531. 225. 26343. Total Proposed Watts may not excee T ota l Revised Aly 2007 Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting. list the length of the track (m feet) in addition to the fixture, lamp, and ballast Information. /F'o 2. For proposed Watts dure. use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fbdure blank. PY to errors acid o rr r s.f co at C Pu d. D C 2 8 200 i Of Tukwila • NG D rc -. - I /4DLC IGi ..I Latin L.I}I a Lnly rvinrc. r...v..c,...... Use' I... -.r LPA`(Wlsf) Use LPA` (MO Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools. h ospitals, Institutions, museums, banks, churches) O, O. C! i Convention center 1.2 Penitentiary and other Group 1-3 Occupancies Courthouse 1.2 Police and fire stations' Cafeterias, fast food establishments', restaurants/bars' 1.3 Post office Dormitory 1.0 Retail' retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.5 Exercise center 1.0 School buildings (Group E Occupancy only), school classrooms, day care centers 1.2 Gymnasia', assembly spaces' 1.0 Theater, motion picture 12 Health care dirk 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group I-1 and 1-2 Occupancies 1.2 Transportation 1.0 Hoteymotel 1.0 Warehouses ", storage areas 0.5 Hotel banquet/conference /exhlition haul':' 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified 'laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 02 Laundries N /h pf 11". Ir• � r Libraries' Plans Submitted for Common Areas Only' Manufacturing facility Main floor building lobbies' (except mall concourses) 12 Museum Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occu 0 Warehouses. storage areas or aircraft storage hangers her Qualification Checklist Note: V occupancy type is "Omer and fodure answer is checked. the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. S not qualified, do LPA Ca:c itations. rte (Section 1521) • Check if 9596 or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non - lensed with a) 1 or 2 two lamps, b) reflector or lowers, c) 5-60 watt T -1, T-2, T 4, T .5, T-8 lamps, and d) hard -wired elec- tonic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. 2006 Washington btate nonresiaerarai energy %Akuc L.w k.Nna. -� ...... Interior Lighting Summary (back) rG -INT 2006 Washington State Norresiden*al Energy Code Cortpeance Fames Re Ased Joy 2007 Footnotes for Table 15 -1 1) In cases in which a general use and a specfc use are fated, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be Increased by two percent per foot of ceiling height above twelve feet. 4) For al other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Reserved. 7) For conference rooms and offices less than 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 wit" may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the link Lighting Power Allowance for the court area is 2.60 W/ft'. 10) Display window illumination installed within 2 feet of the window, provided that the display window Is separated from the retail space by walls or at least three- quarter - height partitions (transparent or opaque). and lighting for free-standing display where the lighting moves with the display are exempt. An additional 1.5 wilt" of merchandise display kiminaires are exempt provided that they comply with all three of the folowing: a) located on ceiling - mounted track or directly on or recessed Into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with LED, tungsten halogen, fluorescent, or high intensity discharge lamps. This additional fighting power is allowed only if the lighting Is actually Installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the Interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The height allowance defined In footnote 2 applies only to the floor area not covered by racks. Lighting, Motor, and Transformer Permit Plans Checklist 2006 Washington Stage Nonresidential Energy Code Compliance Forms LTG -CHK Revised July 2007 Project Address WEST/ VELD SOUTHC32/T1ER I Date 9/28/2007 The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2006 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section I Component (Information Required Location on Plans Building Department Notes LIGHTING CONTROL S (Section 1513) yes 1513.1 Local control/access Schedule with type, indicate locations s2.1 yes 1513.2 Area controls Maximum limit per switch E4.1 yes 1513.3 Daylight zone control Schedule with type and features, indicate locations E4 .2 yes vertical glazing Indicate vertical glazing on plans B2.1 a.a. overhead glazing Indicate overhead glazing on plans yes 1513.4 Display /exhib/special Indicate separate controls s4.1 1513.5 Exterior shut -off Schedule with type and features, indicate location a. a. (a) timer w/backup Indicate location 12.4. (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location yes 1513.6.1 (a) occup. sensors Schedule with type and locations E2.1 1513.62 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans a4 .2 1513.7 Commissioning Indicate requirements for lighting controls commissioning EXIT SIGNS (Section 1514) yes I 1514 IMax. watts (Indicate watts for each exit sign 1E4.1 UGHTING POWER ALLOWANCE (Section 1530 -1532) yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fbdure a. a. 1532 Exterior Lighting Summary Form Completed and attached. Schedule with figure types, lamps, ballasts, watts per fixture MOTORS (Section 1511) a. a. I 1511 IElec motor efficiency I MECH -MOT or Equipment Schedule with hp, rpm, efficiency I TRANSFORMERS (Section 1540) yes I 1540 ITransformers Iindicate size and efficiency 1E4.2 1 to Nonresidential tner9V Loae Compliance rorm If "no" is circled for any question, provide explanation: LUUD VVdJlllll 1.1.711 i LQLC 1`IVIiIGJIYOIIUaI GIG1 Lighting, Motor, and Transformer Permit Plans Checklist LTG -CHK Revised July 2007 2006 Washington State Nonresidential Energy Code Compliance Forms Lighting - General Requirements 1513 Lighting Controls: Ughting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling- height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 1. Ughting controls for spaces which must be used as a whole. 2. Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a 20 ampere circuit loaded to not more than 80%. A master control may be Installed provided the indvidual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than 5% of the building footprint for footprints over 100,000 ft 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight- or occupant- sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are allowed to be controlled by a single controlling device provided that they do not indude zones facing more than two adjacent cardinal orientations (i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1613.4 Display, Exhibition and Specialty Lighting Controls: All display, exhibition or spedalty lighting shall be controlled independently of general area lighting. 1513.6 Automatic Shut -off Controls, Exterior: Lighting for all exterior applications shall have automatic controls capable of tuming off exterior lighting when sufficient daylight is available or when the lighting is not required during nighttime hours. Lighting not designated for dusk- to-dawn operation shall be controlled by either: a. A combination of a photosensor and a time switch; or b. An astronomical time switch. Lighting designated for dusk - to-dawn operation shall be controlled by an astronomical time switch or photosensor. All time switches shall be capable of retaining programming and the time setting during loss of power for a period of at least 10 hours. EXCEPTION: Lighting for covered vehicle entrances or exits from buildings or parking structures where required for safety, security, or eye adaptation. 1513.6 Automatic Shut -Off Controls, Interior: Buildngs greater than 5,000 ft and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Within these buildings, all office areas less than 300 ft enclosed by walls or ceiling - height partitions, and all meeting and conference rooms, and all school classrooms, shall be equipped with occupancy sensors that comply with Section 1513.6.1. For other spaces, automatic controls may be an occupancy sensor, time switch or other device capable of automatically shutting off lighting. EXCEPTIONS: 1. Areas that must be continuously •VYG Vu111 IIQIIVV 1 WI I II illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 4. Hospitals and laboratory spaces. 5. Areas in which medical or dental tasks are performed are exempt from the occupancy sensor requirement. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically tuming off all the lights in an area, no more than 30 minutes after the area has been vacated. Light fbctures controlled by occupancy sensors shall have a wall- mounted, manual switch capable of tuming off lights when the space is occupied. EXCEPTION: Occupancy sensors in stairwells are allowed to have two step lighting (high -light and low - light) provided the control fails in the high -light position. 1613.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day dock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut -oft' feature, which tums off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back -up capabilities, which prevent the loss of program and time settings for at least 10 hours. if power is interrupted. Automatic time switches shall incorporate an over -ride switching device which: a. is readily accessible; b. Is located so that a person using the device can see the lights or the areas controlled by the switch. or so that the area being illuminated is annunciated; e. Is manually operated; d. allows the lighting to remain on for no more than 2 hours when an over -ride is initiated; and e. controls an area not exceeding 5,000 ft or 5% of the building footprint for footprints over 100,000 ft whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut -off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and fled with the owner. Drawing notes shall require commissioning in accordance with this paragraph. 1614 Exit Signs: Edit signs shall have an input power demand of 5 Watts or less per sign. Motors - General Requirements 1511 Electric Motors: All permanently wired polyphase motors of 1 hp or more. which are not part of an HVAC system, shall comply with Section 1437. EXCEPTIONS: 1. Motors that are an integral part of specialized process equipment 2. Where the motor is integral to a listed piece of equipment for which no complying motor has been approved. Transformers - General Requirements SECTION 1640 —TRANSFORMERS The minimum efficiency of a low voltage dry-type distribution transformer shall be the Class I Efficiency Levels for distribution transformers specified In Table 4-2 of the 'Guide for Determining Energy Efficiency for Distribution Transformers' published by the National Electrical Manufacturers Association (NEMA TP -1- 2002). Revision Summary: p Sheet # Item # Revision Description Comment #1 A2.2A, A0.4A, 1.1 Comment #2 Title Sheet 1.2 Comment #3 A0.4B 1.3 WD Partners 7007 Discovery Blvd I Columbus, OH 43017 _ TM 614.634.7000 1 614.634.7777 F t e wdpartners.com Inspired ideas, profitable solutions. Atlanta I Boston I Chicago I Columbus I Dallas I Los Angeles I Miami Revision #01 Date: November 21, 2007 Project Name: Southcenter Mall WD Project # ABFC50017 Store Type: Concept 5 Store # 115 Location: Tukwila, WA 98188 The following revision document is to be incorporated into the construction documents for the project listed above. The revisions made are to replace any construction documents issued prior to the revision date for the above named project. This Revision addresses all Tukwila Building Division comments per memo issued 10/29/07 for permit #D07 -381. Eliminated door #6 and voided details accordingly Added occupancy counts to 'Project Data' Added door rating information for door #14 AF: Abercrombie & Fitch Updates/ Comments BD: Building Department Comments WD: WD Partners Inc. Updates LL: Landlord Comments Page 1 of 3 Sheet # Item # Description Comment #4 A6.1 B Comment #5 * Fireplace is for decorative purposes only and will not be operable by gas or any other power sources A2.2A, A2.2B 1.5 A7.1, A7.2, A7.3 1.6 Deleted fireplace access panel on G /A7.2 A9.3B 1.7 Removed fireplace access panel on details B and G /A9.3B P1.1 1.8 Removed Gas piping notes and details. Comment #6 A8.4, A8.5 Miscellaneous A2.1 B A3.1 A, A3.1 B 1.12 1.13 1.4 Added emergency and exit light symbols as required Omitted coded note #48 for the fireplace access panel 1.9 Updated framing of porch and steps at stoop; edited existing note clarifying the need for concealed sleeper spaces to be fireblocked to restrict the cavities to less than 100 square feet. 1.10 New Sheet Issued 1.11 Revised non -sales shelving layout to ensure 6" spacing for all movable shelving units (to allow sprinkler coverage as required) Indicated lay -in ceiling grid installed at max. height throughout the Corridor and Non -Sales areas. Added notes to clarify gyp. board ceiling in restrooms with a lay -in ceiling above the restroom deck AF: Abercrombie & Fitch Updates BD: Building Department Comments WD: WD Partners Inc. Updates LL: Landlord Comments Page 2 of 3 411 10e *NO Sheet # Item # Description Engineering Revision addresses all Tukwila Building Division comments per memo issued 10/25/07 for Mechanical permit Application #M07 -211. Comment #1 M1.1, M1.2 Comment #2 P1.1 Engineering Revision addresses all Tukwila Building Division comments per memo issued 10/25/07 for Mechanical permit Application #EL07 -562. Comment #1 E4.1 Comment #2 E4.1 Comment #3 E4.1 Comment #4 E4.1 1.14 Added smoke detectors and duct extension on the return side of all Fan powered VAV boxes, as they all share a common plenum. 1.15 Fireplace has been revised to only be for decorative use. Removed all notes and details pertaining to gas piping. 1.16 Added fault current calculations for all panelboards to this sheet. 1.17 Revised the lighting fixture schedule. 1.18 29,317sca available at Switchboard SWBD. 1A per landlord drawing E7.2 -1. 1.19 The one -line drawing has been corrected with proper size protection indicated. END OF REVISION BULLETIN AF: Abercrombie & Fitch Updates BD: Building Department Comments WD: WD Partners Inc. Updates LL: Landlord Comments Page 3 of 3 October 30, 2007 Rob Humphrey 833 SE Main St #242 Portland OR 97214 Si cerely, fer M shall 't Technician encl File No. D07 -381 City of Tukwila RE: CORRECTION LETTER #1 Development Permit Application Number D07 -381 Gilly Hicks — xxx Southcenter Mall Planning Department: Moira Carr Bradshaw at 206 431 -3651 if you have questions regarding the attached memo. P:\Permit Center\Correction Letters V007007-381 Correction Ltr #1.DOC jem Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director Dear Mr. Humphrey, This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Date: Project Name: Permit #: Plan Review: Review Memo October 29, 2007 Gilly Hicks D07-381 Dave Larson, Senior Plan Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Door number 6 does not meet barrier free requirement for open sidewall space next to latch side of door from inside ramped hallway. 2. Please fill in occupant load information on cover page in place of XXX's provided. 3. Door schedule should indude fire rating of door # 14. 4. Emergency lighting and exit signage symbols were left off the back half area on page A6.1 B. 5. A separate permit would be required for the ventless fireplace however it is my understanding that the mall management may not allow this gas appliance anyway. Please advise future status. Fireplace should be deleted from plans or permitted under a mechanical permit Your current mechanical and plumbing applications did not indude this fire place and although a gas line was shown, gas outlets were not listed on the permit application. 6. Floor construction using wood sleepers needs to be installed per sec. 805.1.1 IBC. To be filled with non - combustable material or fireblocked per sec. 717 Should there be questions concerning the above requirements, contact the Building Division at 206-431- 3670. No further comments at this time. Interdepartmental Memorandum From: Moira Carr Bradshaw, Senior Planner Department of Community Development Planning Division 206 431 3651; mbradshaw @ci.tukwila.wa.us Date: 29 October 2007 Subject: D07 -381— Concept 5 /Gilly Hicks If you have any questions please call or email me as indicated above. \ \Tuk2 \vo13\HOM E\MOIRA\mall\D07 -381 GillyHicks# 1.doc The tenant space is located such that it has an exterior wall, which faces an entry courtyard. The approved design plans for the mall expansion showed this wall to have windows. Please modify the plans to include display cases or some other design element that activates and provides visual interest along the exterior facing wall as indicated and approved in the design review application. 11.13.07 Tukwila Building Division/Permit Center 6300 Southcenter Bl, Suite 100 Tukwila, WA 98188 Tenant improvement permit for Concept 5 /Gilly Hicks, Tukwila Permit No. D07 -381 is issued subject to the following condition: Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building P ' 't Na9D06 -147 has received final inspection approval from the Building Division. This condition is hereby acknowledged by: Acknowledgement to be signed by the responsible officer of the tenant Tenant Name: Concept 5/Gilly Hicks RECEIVED CITY OF TUKWILA I DEC 06 200/1 PERMIT CENTER 'PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D07 -381 DATE: 11 -28 -07 PROJECT NAME: GILLY HICKS SITE ADDRESS: 457 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: BRIkrig Public Works 1 Fire Prevention Structural Panning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 1 1-29-07 Complete l� Incomplete n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d✓ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 Not Applicable No further Review Required DATE: DUE DATE: 12-27-07 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: l�- Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D07 -381 DATE: 10 -04 -07 efiM PROJECT NAME: SITE ADDRESS: X Original Plan Submittal Response to Correction Letter # CYO XXX SOUTHCENTER MALL Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B uilaing vi Pu W r s Complete Comments: o-6 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Documents/routing slip.doc 2 -28 -02 G I �r ' ar F . 611 eve rition ID -O P i vi 1, re g Structural Incomplete n ❑ Permit Coordinator n No further Review Required DATE: Bldg Fire ❑ Ping pQ PW ❑ Staff Initials: DUE DATE: 10-09-07 Not Applicable n DUE DATE: 11-06-07 Created: 8 -13 -2004 Revised: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 1 2 8 0-1 ❑ Response to Incomplete Letter # Response to Correction Letter # Received at the City of Tukwila Permit Center by: fg in Permits Plus on t t lapplications\fotms- applications on linekevision submittal Plan Check/Permit Number: ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Steven M Mullet, Mayor Steve Lancaster, Director Project Name: C—on cfpi t Project Address: `4 C SOVAN Cir 1 v 11 1 1 Contact Person:- e ' 2 ` PC)it Phone Number: a s -8 Summary of Revision: C ovvl∎ 1,vn rte. 1_ ` :CA- ,c S IN. PLk s*. r+' OF TUKWII.A NOV ROI ,r Sheet Number(s): "Cloud" or highlight all areas of revision including date of n revision —P-0(i• Kind of Fixture . Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 ' 2.5 Clotheswasher or laundry tub 4 . 2 Sink, bar or lavatory 2 1 4c4„ Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 1/ 1 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 P/ a Water closet, tank or valve, >1.6 GPF 8 4 Non-Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type S0 ■T 4 O J7q MALL Pro treet Address City State ZIP Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name (it applic, i Owner's Phone Number (with Area Code) Vib A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units 20 RCE King County Department of Natural Resources and Parks For King County Use Only Account # Monthly Rate 6 Month Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District - 1 - v K v./ I L Date of Connection P roperty Contact Phone Number (with Area Code) Side Sewer Permit # Owner's Mailing Address Demolition of pre- existing building? ❑ Yes ridlo 1 1 7 0 ( )1%_s N d Type of building demolished C A • 9 00 2-s Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Z CiikiL Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ RCE 187 C. Total Residential Customer Equi11RtvED (add A & B) CITY OF TUKWILA OCT 0 4 2007 A + PERMIT CENTER RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206- 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of c d data for determi 'an of a revised capacity charge. Signature of Owner /Representative Date b ( / v -7 Print Name of Owner /Representative f 't> "f-t- 1058 (Rev. 11/05) White — King County Yellow — Local Sewer Agency Pink — Sewer Customer License Information License HANLIRC962NQ Licensee Name HANLIN RAINALDI CONSTRUCTION Licensee Type CONSTRUCTION CONTRACTOR UBI 602419302 Ind. Ins. Account Id TREASURER Business Type CORPORATION Address 1 6610 SINGLETREE DR Address 2 City COLUMBUS County OUT OF STATE State OH Zip 43229 Phone 6144364204 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/18/2004 Expiration Date 7/17/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date DOUGLASS, GRANT L PRESIDENT 08/18/2004 HANLIN, MICHAEL 0 TREASURER 08/18/2004 RAINALDI, EDWARD M VICE PRESIDENT 08/18/2004 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HANLIRC962NQ 01/30/2008 CODE SYNOPSIS/ PROJECT DATA CONCEPT 5 AUTHORITIES HAVING JURISDICTION: BUILDING: 2006 IBC w /WASHINGTON STATE AMENDMENTS MECHANICAL: 2006 1MC w /WASHINGTON STATE AMENDMENTS ELECTRIC: 2003 NEC w /WASHINGTON STATE AMENDMENTS PLUMBING: 2006 UPC w /WASHINGTON STATE AMENDMENTS FIRE: 2006 I FC w /NASI -I I NGTON STATE AMENDMENTS CONSTRUCTION CLASSIFICATION: II -B BUILDING OCCUPAN E' . %.,r..... .A e .... : SEISMIC: CATEGO D OCCUPANT LOAD: 8465/ 282 SALES r r - 1525/300 5 NON SALE - � . STORE *11 STORE J WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, E r ir il 5 FIRE PROTECTION: a INTERIOR PARTITIONS: NOT RATED CEILING: NOT RATED COLUMNS: COLUMNS: NOT RATED SERVICE CORRIDOR WALL: (1) HOUR RATED SERVICE CORRIDOR DOOR: (60) MINUTE SALES / NON -SALES DOOR: NOT RATED EXIT CORRIDOR: NOT RATED DEMISING WALL: (1) I-IOUR RATED * GYP. DD. TERMINATES 6 11 BELOW DECK PLUMBING FIXTURES REQUIREMENTS: WATER CLOSETS: 1 REQUIRED FOR MALE I REQUIRED FOR FEMALE TENANT ABERCROMBIE * FITCI -4 6301 FITCH PATH ALBANY, OHIO 43054 (614) 283 -6500 TENANT'S REPRESENTATIVES LAVATORIES: I REQUIRED FOR MALE 1 REQUIRED FOR FEMALE DESIGNER URINALS: NOT REQUIRED DRINKING FOUNTAINS: (2) SHALL BE PROVIDED MOP /SERVICE SINK: (1) PROVIDED EGRESS REQUIREMENTS: (2) EXITS REQUIRED - (2) EXITS PROVIDED TRAVEL DISTANCE: 200' MAXIMUM FIRE PROTECTION: THIS BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. SPRINKLER HEAD DESIGN AND FIRE PROTECTION ENGINEERING CALCULATIONS FOR THE REMODEL OF TI-115 SPACE A 5I -TALL BE SUBMITTED UNDER SEPERATE PERMIT BY SEPERATE CONSULTANT (LICENSED FIRE PROTECTION ENGINEER) AS APPROVED BY TIME BUILDING OWNER. ACCESSIBILITY REQUIREMENTS: THE DESIGN OF THIS PROJECT IS INTENDED TO COMPLY WITI -I THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) - 1994 CABO / ANSI 117.1 AND LOCAL CODES MARY BELLETT (614) 283 -6766 SYMBOL LEGEND GENERAL INFORMATION LOCATION PLAN MARY.-BELLETT @ABERCROMBIE.COM PROJECT MANAGER TOM WALSH (614) 283 -7086 TIaOMAS_WALSH@ABERCROMBIE.GDM TENANT COORDINATOR DTL DTL I 1. G.C. TO PROVIDE INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR AT A MINIMUM PROVIDE A ' PORTABLE FIRE EXTINGUISHER WITI -I A RATING OF NOT LESS THAN 2-A OR 2 -A /ABC WITHIN 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. 2. SPRINKLER SYSTEM TO BE APPROVED BY LOCAL AUTHORITIES, 3 A 44" CLEAR EGRESS AISLE SHALL BE PROVIDED AND MAINTAINED TI -IROI fH ROOMS TO EXIT DOORS. 4. GENERAL CONTRACTOR SHALL REPLACE ALL DAMAGED FIRE - PROOFING. 5. ENTRY DOORS TO BE CLOSED AND LOCKED AFTER BUSINESS HOURS. 6. DOORS OPENING INTO ONE -HOUR FIRE - RESISTIVE CORRIDOR SHALL BE PROTECTED WITI -I A SMOKE OR DRAFT STOP FIRE ASSEMBLY I- IAVING A MIN 60 MINUTE RATING. 7. ALL SECURITY DOOR AREAS TO BE PROVIDED WITH A KEY LOCKING DEVICE SO AS TO ENABLE DOOR TO BE LOCKED IN T HE OPEN POSITION AND SO LOCKED DURING BUSINESS HOURS (WITH TI-1E EXCEPTION OF THE REAR SERVICE DOOR). (PER LOCAL BUILDING CODE REQUIREMENTS) S. EXIT DOORS SMALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AREAS WITH AN OCCUPANT LOAD OF 50 OR MORE PERSONS. q. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE STATE OR LOCAL FIRE MARSHALL Si-TALL BE INSTALLED. 10. EMERGENCY LIGHTING SHALL BE PROVIDED WITH AN ILLUMINATION VALUE OF ONE FOOTCANDLE (MINIMUM) AT FLOOR LEVEL, UNIFORM THROUGH OUT EGRESS PATH. 11. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS DTL I HT �T.. (ELEVATION TAG) (SECTION TAG) UT - ' (DETAIL TAG) (NEW DOOR) (EXISTING DOOR) �>; ` JOSH KIMMEL WESTFIELD CORP., INC. 1 1601 WILSHIRE BLVD �� 12TH FLOOR LOS ANGELES CA c10025 TEL: (310) 893 - 4761 jkimmel@westfield.com DEVELOPER - � � ' . • • € DETAIL NAME SCALE DETAIL NAME o a o 0 o a o CI 0 SCALE /NOTE o o o o I� o 0 0 C J.1 • � + . , (SHEET DETAIL TITLE) (BLOW -UP DETAIL TITLE) _ :.'� - - ' 1 WESTFIELD CORP., INC, 11601 WILSHIRE BLVD., 12TH FLOOR LOS ANGELES, CA c10025 TEL: (310) 478 - 456 FAX: (310) 575 -5gg1 ARCHITECT OF RECORD - ' , - _ ;. ,; .. • " ,_ ■ OF DRAWINGS I m e �r [ r o NAM - I P ? ' p � -x ; TITLE SHEET AO.IA CONSTRUCTION SPECIFICATIONS A0.18 CONSTRUCTION SPE AO.1C CONSTRUCTION SPECIFICATIONS AO.1D CONSTRUCTION SPECIFICATIONS A0.2A ROOM FINISH SCHEDULE A0.25 ROOM FINISH SCHEDULE A0.3 RESPONSIBILITY (: FINISH SCHEDULES A0.4A DOOR SCI- IED A0.45 DOOR SCHEDULE AO.4C DOOR FRAMING DETAILS AO.4D DOOR FRAMING DETAILS A0.5 NALL /CEILING F RAMING DETAILS A1.1 DEMO /EXISTING CONDITIONS PLAN A2.1A FRAMING DIMENSION PLAN A2.15 FRAMING DIMENSION PLAN A2.2A NOTED CONSTRUCTION PLAN A2.25 NOTED CONSTRUCTION PLAN A3.1A CEILING PLAN A3.15 CEILING PLAN A4. LIGHTING PLAN M.15 LIGHTING PLAN ASIA FINISH PLAN A5.I8 FINISH PLAN AS.IC FINISH TRANSITION DETAILS A6.1A EGRESS PLAN A6 .1B EGRESS PLAN A6 .2A PRESENTATION PLAN A6.25 PRESENTATION PLAN A7.1 INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS A7.3 INTERIOR ELEVATIONS A8.I STOREFRONT ELEVATIONS A5.2 ENLARGED STOREFRONT PL ANS A8.3 STOREFRONT SECTIONS AND DETAILS R� COPY A8.4 TIONS LJ A85 TIONS d 4 # y _ -- W #� EDN_G_-:) % � - t ` WALL (FINISH TAG) (DOOR NUMBER) (OPENING W/RAILING) , = '� { 8 BASF xx' -x" CLG. HEIGHT A.F.F. MATERIAL / , 4 - •' xi ° C WD PARTNERS 7007 DISCOVERY BLVD DUBLIN, 01-110 43017 CONTACT: CATHY L. RAMONDELLI, A.I.A. TEL: (614) 634 -7000 FAX: (614) 634 -7777 ENGINEER OF RECORD I I � K - CABINET CLNG -? T FINISH e P 2) i , f_ �� - --"-�_ ``" �, • / - TRIM /CASING P--? F FLOOR N (CEILING TAG) (KEYED NOTE) (PASS - THROUGH) (ROOM FINISH TAG) CONCEPT 5 W LEVEL I OF 3 SPACE 4* LEVEL E S JOIST SPAN LAYOUT ND PARTNERS 7007 DISCOVERY BLVD. DUBLIN, 01-110 43017 CONTACT: TROY JOHNSON /CRAIGE DEVAUGHN TEL: (614)634 -7000 FAX: (614) 634 -7777 STRUCTURAL ENGINEER POINT �+ VIVINIT'Y MAP `' (CONSTRUCTION LAYOUT START POINT) (FRAMING LAYOUT DIAGRAM) I' ` , ` ` - x slsI . WD PARTNERS 7007 DISCOVERY BLVD. DUBLIN OHIO 43017 ' CONTACT: RYAN GONWAY TEL 6i4 634 -7000 ( ) FAX (614) 634 -7777 UPDATED ELECTRONIC FILES FOR THIS PROJECT" CAN BE VIEWED OR DOWNLOADED FROM THE DIGITAL PLANROOM AT www.frenklinimaging.com. VENDORS AND CONTRACTORS CAN CALL FRANKLIN IMAGING TO SET UP USER NAME AND PASSWORD (6I4) 685 -6894. SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN THE EVENT OF FAI LURE OF THIS SYSTEM, ILLUMINATION SHALL BE AU TOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF ONE FOOTCANDLE (MINIMUM) AT FLOOR LEVEL, UNIFORM THROUGHOUT EGRESS PATH. ' 12. FIRE DAMPERS OR ACCESS DOORS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. 13 EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEYEFFORT. , TOOL OR SPECIAL KNOWLEDGE OR 14. AL L DIMENSIONS ON PLANS ARE FROM NID FACE OF GYPSUM BOARD TO.. FINISHED FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. 15 PROVIDE RUBBER GASKETS WEATHERSTRIPPING ON ENTRY DOORS TO ( ) ACH I EVE SMOKEPROOF CONSTRUCTION WHEN REQUIRED (REFER TO DOOR SCHEDULE ) 16. MATERIALS IN MALL SHALL BE GLASS I, 150 MAX. SMOKE DENSITY; MATERIALS IN TENANT AREA OPEN TO MALL SHALL BE CLASS II 300 MAX. SMOKE DENSITY MATERIALS IN TENANT AREA NOT OPEN TO MALL SHALL BE CLASS III, 450 MAX. SMOKE DENSITY. KEY TO ABBREVIATIONS A � c` ` .� , �� st Lun ' "' F, i " "` = " ^ �,� ,� � z , ,� � I �4 ' q j "R ` i �. ' �, � ��- ?,, - = S A.F.F. ABOVE FINIH_-I FLOOR L.L. LEASE L ALUM. ALUMINUM LAV. LAVATORY @ AT MFG. MANUFACTURER B/W BACKWRAP M.O. MASONRY OPENING � BLK G. BLOCKING MAX. MAXI CH HANICAL ME ME C M.D.F. MDIUM DENSITY FIBERBOARD C /W. CASHWRAP M.D.O. MEDIUM DENSITY OVERLAY'' CLG. CEILING 1 MTL. META c-. CENTERLINE MIN. MINIMUM COL. COLUMN MISC. MISCELLANEOUS GO CERUSD OAK CONC CONG CONCRETE N.I.C. NOT IN CONTRACT CONSTR. CONSTRUCTION NOT TO SCALE N.T.S. C.M. CONSTRUCTION MANAGER N.P. NEUTRAL PIER CONT. CONTINUOUS C.T.F. CUT TO FIT o/c ON CENTER DO DARK OAK PL. PLATE FLEX. PLEXIGLAS EA. EACH PLYWD. PLYWOOD ELEV. ELEVATION PP PRE - PRIMED EQ. EQUAL PREFIN. PREFINISHED EX. EXISTING EXT. EXTERIOR RAD. RADIUS I REQ D. REQUIRED F.D. FIELD DETERMINE R.O. ROUGH OPENING FIN. FINISH (REF). REFERENCE FL.D. FLOOR DRAIN SECT. SECTION FL. FLOOR BHT. SHEET F.O. FINISHED OPENING SIM. SIMILAR F.R. FITTING ROOM SQ. SQUARE F.R.T. FIRE RETARDANT TREATED STL S EL ' TE F.R.P. FIBERGLASS REINFORCED PANEL STRUCT. STRUCTURE G.C. GENERAL CONTRACTOR TEMP TEMPERATURE GWB GYPSUM (BOARD) THRU. THROUGH TYP. TYPICAL U.N UNLESS NOTED OTHERWISE H.C. HANDICAPPED HGT. HEIGHT V.I.F. VERIFY IN FIELD N.D.F. 1-11G1-1 DENSITY VERT. VERTICAL FIBERBOARD V.G. VOLUME CONTROL HORZ. HORIZONTAL I-1R. HOUR W/. WITH W /0. WITHOUT INLAND. INCANDESCENT WD. WOOD I T. INTERIOR Al - ` � ���$ E ESk�i � ° ' r � � « �� a � =� ����� � - t- ��: '� � , I j A ., ffi ��' a ` �.� ,a _ ` s a % > ' '�i" ° >�' - a ' A b, =:: 'k ; --� x TuI�tlla � � R, z s � b ;e �` �• � �' � � ���� ��- � � ` �` � �� '. rk� �- � -e � xu_ ' a R .an & fw w. . � ::ZZ �! &ua ' � �` � ;a : � z � ., F; 4 4 . ; � . R �� µ* -.--- S y g �'5 ; € c � �� -- �'� r ; - �: 2€ " a* Eva ir i . .8. eEl ` u , w ._� , q A= �. , AREA A L C CULATIONS A56 ING DETAILS !!!R!!!!!N!:TAILS Aq AAILS AND Aq.2A ETAILS - Aq PASS THROUGH DETAILS - *W MOf CadearOdriaine. Aa.zc PASS - THROUGH DETAII_5 �Yd ' . A PASS- THROUGH DETAILS W rov edR s d his Ac1.2E PASS - THROUG H DETAILS Aq.2F PASS - THROUGH DETAILS B ' ' '`A „ PPROX CROSS AREA GI 990 SQ. FT. / . . F ' A PASS THROUGH DETAILS SALES AREA - 8 4 5 SG?. FT / 74 k 63r8P � . APPROX. r t ` -1 -_- : ` zfi : ' - ,:, s,: :. - -� :�x�u�.._�_.,�.. t ; gg n ' � __ ' c rr.>i��- v .. -` _.. .. I € -Tk� �._. - Aq.2J PASS - THROUGH DE-TAILS / PASS - THROUGH DETAILS A9.3A LIVING ROOM DETAILS BUILDING Aq.36 LIVING ROOM AND FIREPLACE DETAILS A9.3C LIVING ROOM DETAILS Aq.4A GA51 -!ROOM DETAILS Aq.48 CASHRWRAP DETAILS A9.4C BACKWRAP DETAILS Aq.5A FITTING ROOM DETAILS Aq.56 FITTING ROOM DETAILS A10.1 SALES ROOM #1 -4 CABINET DETAILS A10.2 SALES ROOM #5 CABINET DETAILS A10.3 NOT USED A10 "4 SALES ROOM #7 #8 AND #q CABINET DETA A10.5 CASHROOM CABINET �DETAILS REVIEWED A10.6 LIBRARY DRAWER FIXTURE DETAILS CODE A10.7 LIBRARY DRAWER FIXTURE DETAILS A10.5 LIBRARY FRENCH DOOR /SIDE LITE DETAILS s STAIR # 1 SECTION Ai1.2 STAIR #2 SECTION A11.3 STAIR AND HANDRAIL DETAILS II A11.4 STAIR AND HANDRAIL DETAILS RK AND TRIM DETAILS Al2.1 MILLWORK A Al2.2 MILLW RK ND TRIM pETAILS Ai2.3 MILLWORK AND TRIM DETAILS A13.1 CONSTRUCTION DETAILS (NON- SALES) A13.2 CONSTRUCTION DETAILS (NON - SALES) A133 CONSTRUCTION DETAILS (NON- SAL El.1 ELECTRICAL POWER AND COMMUNICATIONS PLAN E1.2 ELECTRICAL POWER AND COMMUNICATIONS PL E2.1 ELECTRICAL LIGHTING PLAN E2.2 ELECTRICAL LIGHTING PLAN E2.3 FIBER OPTIC LTG PLAN E3.1 AUDIO POWER PLAN E3.2 AUDIO POWER PLAN E3.3 AUDIO DETAILS E3.4 SECURITY PLAN E3.5 SECURITY PLAN E4.1 ELECTRICAL DETAILS AND SCHEDULES E4.2 ELECTRICAL DETAILS E5.1 ELECTRICAL SPECIFICATIONS FP1.I SPRINKLER HEAD PLAN FP1.2 SPRINKLER HEAD PLAN MI.i MECHANICAL PLAN MI.2 MECHANICAL PLAN M2.1 MECHANICAL SCHEDULES M3.1 MECHANICAL DETAILS 114.1 MECHANICAL SPECIFICATIONS P1.1 PLUMBING PLAN AND DETAILS S1.lA ELEVATED FLOOR FRAMING PLAN 51.15 ELEVATED FLOOR FRAMING PLAN 51.2' STOREFRONT FRAMING PLAN AND DETAILS of Tukwila . �P ? O CE APPROVED DEC 2 2 0Q7 pE / A I City O` Ukwf13 �L®�N ®S�CN E F'ARpTE PERMIT RE LURED FOR: • Mechanical Electrical [ �Plumbing Gas as Piping City of Tukwila ; BUILDING DIVISION ,APP - .OX NON SALES AREA 1 / 525 SQ. FT. LINEAR FEET OF STOREFRONT - 61'4 L, .. #° _ F , e � �� W N E WESTFIELD SOUTHCENTER g LANDLORD COMMENTS BUILDING DEPARTMENT COMMENTS ISSUE DATES 1. ALL TENANT WALL AND CEILING ASSEMBLIES (INLUDING B RACING AND SUPPORTS) ARE TO BE SECURED TO STRUCTURAL BEAMS AND JOISTS (NOT TO DECK). 2. ALL CONNECTIONS TO METAL DECK SLABS FOR STRUCTURAL LOADS SHALL BE EITHER PRESET OR DRILLED IN ANCHORS. 3. DESPITE NE OPTION TO OMIT BARRICADES IN TEH 'EXPANSION AREA' OF THE MALL, TENANT PREFERS TO UTILIZE BARRICADE 4. G.C. SHALL VERIFY /COORDINATE ALL LOCATIONS OF ACCESS PANELS TO LANDLORD'S EQUIPMENT WITH ON-SITE TENANT COORDINATOR ` A n� / V� /e..--- (,� �,� L d� � - - F - G L , ;� l, C e , / C C.°141 /J `� -h - // ° �- 1)1 ,S �' c'/ " ` °� - F---6( e c ' ms ' s ``' �� �� - -7L- `" 3 6e_ ,'4 5 f `: i /( e c,( �O n ��� e 6',5 ,9e r / / L5-1- j J r-- L) 5 C a / LANDLORD DATE: q- -14-20a7 G n PERMIT DATE: 9-15-2007 RECEIVED CITY OF TUKtNiLA BID DATE q- 15-2007 NOV 2 8 2007 �nn ❑4 lT r,p6�ITld � ' REVISIONS 4 INDICATES NO REVISION THIS SHEET REV. NO. DATE COMMENTS � / \ 11 -2 -07 B.D. AND COMMENTS AND DESIGN B. ND L.L. MENTS D DESIG UPDATES U 0 R R E C T I O N L I ti#_1-,--- ' �' _�- • � REVISION DIRECTIVE KEY L.L. - LANDLORD DIRECTIVE B.D. - BUILDING DEPT. DIRECTIVE T.D. - TENANT D IRECTIVE G.G. - CONTRACTOR DIRECTIVE 6729 g 3 ` D A�' \ _.. n pher , ... - NOV 21 2001 , -_ +'= ';',::.(INS No " '� "ter c'r. he m 'J to the servo of work . ...Mho; prior a�T►roval of Tukwila Building Division. NOTE Revisions will require a new pier, subrniral acid may include additional plan re+'iew' fees. ' SHEET i s 52.1 STRUCTURAL DETAILS SPECFICATO DIVISION 1 - GENERAL REQUIREMENTS A. CONSTRUCTION DOCUMENTS I. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAT BE FOUND IN EITHER OR B0114. 2. THE TERM 'OWNER' AS STATED IN THE FOLLOWING SPECIFICATIONS AND CONSTRUCTION DOCUMENTS, REFERS TO THE TENANT OF THIS SPACE ONLY AND DOES NOT REFER TO THE LANDLORD OF THE PREMISES. 3. ANY DISCREPANCIES, ERRORS OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF OWNER BEFORE PROCEEDING WITH RELATED WORK; OTHERWISE, THE CORRECTION OF SUCH ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. CONTRACTOR 15 RESPONSIBLE TO VISIT THE SITE PRIOR TO BID DATE. IF ACCESS 15 DENIED, CONTACT OWNER'S CONSTRUCTION MANGER IMMEDIATELY. FAILURE TO CONTACT WE OWNER'S CONSTRUCTION MANAGER WILL RESULT IN THE CONTRACTOR TO ABSORB ANY ADDITIONAL COSTS DUE TO HIDDEN CONDITIONS. 5. APPROVED VARIANCES TO THE PLANS AND SPECIFICATIONS ON ONE PROJECT SHALL NOT CONSTITUTE AN APPROVAL OF LIKE VARIANCES ON SUBSEQUENT PROJECTS. B. OWNER DIRECTIVES I. THE CONTRACTOR SHALL FURNISH FULL -TIME ON -5ITE CONTINUOUS SUPERVISION. THE PROJECT SUPERINTENDENT SHALL REMAIN ON SITE UNTIL FUNGI-UST IS SIGNED OFF. 2. GENERAL CONRACTOR IS RESPONSIBLE FOR SUPPLYING OR RENTING ALL TOOLS, WELDERS, GENERATORS, ETC... FOR COMPLETING THE PROJECT. 3. GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF IN -WALL BACKING AND BLOCKING FOR ALL ITEMS IN STORE. 4. ALL OWNER - SUPPLIED MATERIALS (05M) ARE FURNISHED TAILGATE DELIVERY ONLY. THE CONTRACTOR IS RESPONSIBLE TO UNPACKAGE, COUNT AND INSPECT FOR DAMAGE TO ALL OSM. THE CONTRACTOR SHALL TRANSPORT ALL OWNER- SUPPLIED MATERIALS FROM THE POINT OF OFF -LOAD TO THE JOBSITE. MATERIALS WILL BE DELIVERED TO THE CLOSEST AVAILABLE TRUCK DOCK OR OTHER LOCATION AS COORDINATED WITH AND DIRECTED BY THE LANDLORD. G.C. WILL BE RESPONSIBLE TO COORDINATE WITH CONSOLIDATOR AND TO INVENTORY ALL O5M. REPORT DISCREPANCIES, DAMAGES OR MISSING ITEMS TO OWNER'S CONSTRUCTION MANAGER WITHIN 72 HOURS OF RECEIPT. MATERIAL OF QUESTIONABLE QUALITY 15 NOT TO BE INSTALLED. OTHERWISE IT WILL BE REPLACED AT CONTRACTOR'S EXPENSE. G.C. IS TO RECEIVE AND INSTALL ALL OWNER SUPPLIED MATERIALS, AS SHOWN IN DRAWINGS, DESCIRBED IN SPECIFICATIONS AND /OR AS DIRECTED BY OWNER'S CONSTRUCTION MANAGER. 5. THE CONTRACTOR 15 RESPONSIBLE FOR DAMAGE, LOSS, THEFT, OR DESTRUCTION OF ALL OWNER- FURNISHED MATERIALS. THE CONTRACTOR WILL BE SACK- CHARGED THE FULL COST OF REPLACEMENT MATERIALS INCLUDING FREIGHT CHARGES. 6. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR THE COORDINATION OF EACI4 TRADE WITH OTHER TRADES. CONTRACTORS SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION FOR CONFLICTS WHICH RESULT FROM LACK OF COORDINATION OF THE INVOLVED TRADES. 7. THE GENERAL CONTRACTOR SHALL EMPLOY SUBCONTRACTORS WHO ARE EXPERIENCED AND W140 EMPLOY EXPERIENCED TRADESMEN. 8. THE GENERAL CONTRACTOR SHALL NOT EMPLOY NOISY CONSTRUCTION TECHNIQUES OR EQUIPMENT DURING MALL OR STORE "OPEN FOR OPERATION" HOURS. CONTRACTOR TO FOLLOW ALL LANDLORD REQUIREMENTS DURING CONSTRUCTION AND ALL WORK SHALL BE BID ACCORDINGLY. R. THE CONTRACTORS SHALL WORK IN COOPERATION AND HARMONY WITH 114E LANDLORD AND THE ADJACENT TENANTS IN SCHEDULING WORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. IF SECURITY 15 REQUIRED WHILE WORKING IN ADJACENT TENANTS SPACE, T1-115 COST WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 10. THE CONTRACTOR SHALL NOT UTILIZE GAS - OPERATED EQUIPMENT IN SHOPPING CENTERS. THE CONTRACTOR SHALL WORK IN COOPERATION WITH THE LANDLORD'S REQUIREMENTS RELATING TO NOISE ABATEMENT AND SAFETY. 11. THE CONTRACTOR SHALL FURNISH DUMPSTERS AS REQUIRED FOR THE EXCLUSIVE USE BY STORE PERSONNEL DURING MERCHANDISING. THE CONTRACTOR SHALL INCLUDE IN THE BID A MINIMUM OF ONE 40 -YARD DUMPSTER OR THE EQUIVALENT. IF THE SALES AREA EXCEEDS 8,000 SQUARE FEET, THE CONTRACTOR SHALL INCLUDE ONE ADDITIONAL DUMPSTER. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ANY AND ALL OFF -SITE STORAGE OF OWNER SUPPLIED MATERIALS. 13. THE GENERAL CONTRACTOR'S PROJECT MANAGER SHALL VISIT THE SITE A MINIMUM OF ONCE EVERY THREE(3) WEEKS, COORDINATING THE SITE VISIT WITH THE OWNER'S CONSTRUCTION MANAGER. G.C. TO PROVIDE THE OWNER THE FOLLOWING INFORMATION BY NOON EACI4 THURSDAY: C. LAYOUT OF WORK a. UPDATED SCHEDULE VS. ORIGINAL SCI- IEDULE b. PROPOSED SCHEDULE (LOOK AHEAD) FOR THE COMING WEEK. c. PHOTOS OF PROGRESS. 1. EXERCISE PROPER PRECAUTION TO VERIFY ALL EXISTING CONDITIONS AND LAYOUT OF WORK. CONTRACTOR TO NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES IMMEDIATELY. CONTRACTOR IS RESPONSIBLE FOR ANY ERROR RESULTING FROM FAILURE TO EXERCISE SUCH PRECAUTION. SUCH ERROR WILL NOT BE CONSIDERED SUBSEQUENTLY AS A BASIS FOR EXTRA COMPENSATION. 2. SHOULD A CONTRACTOR FIND DISCREPANCIES IN, OR OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS, OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, HE SHALL AT ONCE NOTIFY THE OWNER'S CONSTRUCTION MANAGER. D. CODES AND STANDARDS 1. ALL WORK, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH ALL ORDINANCES, STATE AND LOCAL BUILDING CODES LISTED ON TITLE SHEET, AND FOLLOW APPLICABLE LANDLORD REQUIREMENTS. 2. DESIGN LOADS: LOADS AND CODE RESTRICTIONS FOR ALL DESIGN CONSIDERATIONS SHALL CONFORM TO THE LOCAL AND STATE CODES, AS WELL AS ALL GOVERNING CODES (REFER TO TITLE SHEET). E. GENERAL CONDITIONS 1. THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT A201 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION' IS A PART OF THE CONTRACT DOCUMENTS. 2. ALL PERSONS INTENDING TO PROVIDE GOODS OR SERVICES IN CONNECTION WITI -I THE WORK ARE ADVISED TO READ AND UNDERSTAND THE REFERENCED AIA DOCUMENTS PRIOR TO PROCEEDING. CONTACT AIA OFFICES AT 1735 NEW YORK AVENUE N.W., WASHINGTON, DC 20006 -5292, PHONE (202) 785 -7333. 3. THE G.G. SHALL ALSO BE REQUIRED TO REVIEW, UNDERSTAND SIGN THE STANDARD CONTRACT BETWEEN OWNER / G.C. END OF SECTION SECTION 01732 - SELECTIVE DEMOLITION PART I - GENERAL 1.1 TH15 SECTION INCLUDES THE FOLLOWING AS INDICATED ON THE DRAWINGS: A. DEMOLITION AND REMOVAL OF SELECTED PORTIONS OF A BUILDING OR STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND OFF SITE DISPOSAL OF ALL EXISTING LEASE HOLD IMPROVEMENTS INCLUDING BUT NOT LIMITED TO INTERIOR WALLS AND CEILINGS, FLOOR COVERINGS AND ADHESIVES, PLATFORMS, FIXTURES, LOOSE EQUIPMENT AND FURNITURE, STOREFRONTS, ETC. ALL EXISTING UNUSED MECHANICAL AND ELECTRICAL FIXTURES, EQUIPMENT AND PIPING, DUCTWORK AND CONDUITS SHALL BE REMOVED EXCEPT WHERE INDICATED ON THE MECHANICAL AND ELECTRICAL DRAWINGS. B. DEMOLITION AND REMOVAL OF SELECTED SITE ELEMENTS WHERE INDICATED ON THE DRAWINGS. C. REPAIR PROCEDURES FOR SELECTIVE DEMOLITION OPERATIONS INCLUDING PATCHING OF ROOF SURFACES WHERE EQUIPMENT 14A5 BEEN REMOVED. 1.2 EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN LANDLORD'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY AND SHALL BE REMOVED FROM PROJECT SITE AND DISPOSED OF IN A LEGAL MANNER. 1.3 PRE - DEMOLITION CONFERENCE: CONDUCT CONFERENCE AT PROJECT SITE WITH THE LANDLORD'S ON SITE MANAGER TO REVIEW METHODS AND PROCEDURES RELATED TO SELECTIVE DEMOLITION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: A. INSPECT AND DISCUSS CONDITION OF CONSTRUCTION TO BE SELECTIVELY DEMOLISHED. B. REVIEW STRUCTURAL LOAD LIMITATIONS OF EXISTING STRUCTURE. C. REVIEW AND FINALIZE SELECTIVE DEMOLITION SCHEDULE AND VERIFY AVAILABILITY OF MATERIALS, EQUIPMENT, AND FACILITIES NEEDED TO MAKE PROGRESS AND AVOID DELAYS. COORDINATE AVAILABILITY OF DUMPSTER PLACEMENT WITH NE LANDLORD'S ON SITE MANAGER. D. REVIEW REQUIREMENTS FOR DEMOLITION OPERATIONS THAT ARE 'NOISY OR DISTURBING', REQUIREMENTS FOR DUST ABATEMENT AND ACCESS DISPOSAL LOCATIONS. 1.4 PROJECT CONDITIONS A. MAINTAIN ACCESS AND CODE- REQUIRED CLEARANCES TO EXISTING WALKWAYS, CORRIDORS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT WALKWAYS, CORRIDORS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION B. OWNER ASSUMES NO RESPONSIBILITY FOR CONDITION OF AREAS TO BE SELECTIVELY DEMOLISHED. CONDITIONS EXISTING AT TIME OF INSPECTION FOR BIDDING PURPOSE WILL BE MAINTAINED AS FAR AS PRACTICAL. C. HAZARDOUS MATERIALS: IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY NOTIFY OWNER'S CONSTRUCTION MANAGER. HAZARDOUS MATERIALS WILL BE REMOVED BY OWNER UNDER A SEPARATE CONTRACT. D. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON SITE WILL NOT BE PERMITTED. E. UTILITY SERVICE: MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. MAINTAIN FIRE - PROTECTION FACILITIES IN SERVICE DURING 50.ECTIVE DEMOLITION OPERATIONS. F. GENERAL CONTRACTOR IS TO MAINTAIN ADEQUATE TEMPORARY LIGHTING FOR GENERAL ILLUMINATION AND EMERGENCY LIGHTING/ EXIT SIGNS AS REQUIRED PER CODE FOR MEANS OF EGRESS DURING NE ENTIRE DEMOLITION. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO OWNER'S CONSTRUCTION MANAGER. 3.2 UTILITY SERVICES A. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF ALL TEMPORARY UTILITIES. GC SHALL BE BACK- CHARGED IF LANDLORD BILLS THE OWNER. 5. EXISTING UTILITIES: MAINTAIN SERVICES INDICATED TO REMAIN AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS. CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING DEMOLITION PROCEDURES 50 AS NOT TO DAMAGE OR DISRUPT UTILITIES OR SPRINKLER LINES WHICH PASS THROUGH THIS SPACE, TO SERVE OTHER TENANT SPACES OR MALL FACILITIES. CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR REPAIR OR REPLACEMENT OF ANY SERVICES DAMAGED OR DISRUPTED. 1. DO NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED OR OPERATING FACILITIES UNLESS AUTHORIZED IN WRITING BY LANDLORD AND AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO OWNER AND TO AUTHORITIES WAVING JURISDICTION. C. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITIES SERVING AREAS TO BE SELECTIVELY DEMOLISHED. 1. LANDLORD WILL ARRANGE TO SHUT OFF INDICATED UTILITIES WHEN REQUESTED BY CONTRACTOR. 2. IF UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, BEFORE PROCEEDING WITH SELECTIVE DEMOLITION PROVIDE TEMPORARY UTILITIES THAT BYPASS AREA OF SELECTIVE DEMOLITION AND THAT MAINTAIN CONTINUITY OF SERVICE TO OTHER PARTS OF BUILDING. 3. CUT OFF PIPE OR CONDUIT IN WALLS OR PARTITIONS TO BE REMOVED. CAP, VALVE, OR PLUG AND SEAL REMAINING PORTION OF PIPE OR CONDUIT AFTER BYPASSING. 4. GENERAL CONTRACTOR SHALL APPLY FOR AND INSTALL ALL REQUIRED METERS. 3.3 PREPARATION A. SITE ACCESS AND TEMPORARY CONTROLS: CONDUCT SELECTIVE DEMOLITION AND DEBRIS - REMOVAL OPERATIONS TO ENSURE MINIMUM INTERFERENCE WI11 -I WALKS, WALKWAYS, AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. 1. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, WALKWAYS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM LANDLORD AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATIONS. 2. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. 3. PROTECT EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND LANDSCAPING TO REMAIN. B. TEMPORARY FACILITIES: PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. 1. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF BUILDING. 2. PROVIDE TEMPORARY WEATHER PROTECTION, DURING INTERVAL BETWEEN SELECTIVE DEMOLITION OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND NEW CONSTRUCTION, TO PREVENT WATER LEAKAGE AND DAMAGE TO STRUCTURE AND INTERIOR AREAS. 3. PROTECT WALLS, CEILINGS, FLOORS, AND OTHER EXISTING FINISH WORK THAT ARE TO REMAIN OR THAT ARE EXPOSED DURING SELECTIVE DEMOLITION OPERATIONS. C. TEMPORARY ENCLOSURES: PROVIDE TEMPORARY ENCLOSURES FOR PROTECTION OF EXISTING BUILDING AND CONSTRUCTION, IN PROGRESS AND COMPLETED, FROM EXPOSURE, FOUL WEATHER, OTHER CONSTRUCTION OPERATIONS, AND SIMILAR ACTIVITIES. PROVIDE TEMPORARY WEATWERTIGHT ENCLOSURE FOR BUILDING EXTERIOR. 1. WHERE HEATING OR COOLING IS NEEDED AND PERMANENT ENCLOSURE IS NOT COMPLETE, PROVIDE INSULATED TEMPORARY ENCLOSURES. COORDINATE ENCLOSURE WITH VENTILATING AND MATERIAL DRYING OR CURING REQUIREMENTS TO AVOID DANGEROUS CONDITIONS AND EFFECTS. D. TEMPORARY PARTITIONS: ERECT AND MAINTAIN DUSTPROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO SEPARATE AREAS FROM FUMES AND NOISE. 3.4 POLLUTION CONTROLS A. DUST CONTROL: USE WATER MIST, TEMPORARY ENCLOSURES, AND OTHER SUITABLE METHODS TO LIMIT SPREAD OF DUST AND DIRT. COMPLY WITH LANDLORD'S REGULATIONS. B. DISPOSAL: REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. I. REMOVE DEBRIS FROM ELEVATED PORTIONS OF BUILDING BY CHUTE, HOIST, OR OTHER DEVICE THAT WILL CONVEY DEBRIS TO GRADE LEVEL IN A CONTROLLED DESCENT. C. CLEANING: CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. 3.5 SELECTIVE DEMOLITION A. GENERAL: DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED. USE METHODS REQUIRED TO COMPLETE THE WORK WITHIN LIMITATIONS OF GOVERNING REGULATIONS AND AS FOLLOWS: I. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE, AND TRUE TO DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE CONSTRUCTION TO REMAIN OR ADJOINING CONSTRUCTION. USE HAND TOOLS OR SMALL POWER TOOLS DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING, TO MINIMIZE DISTURBANCE OF ADJACENT SURFACES. TEMPORARILY COVER OPENINGS TO REMAIN. 2. CUT OR DRILL FROM THE EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES TO AVOID MARRING EXISTING FINISHED SURFACES. 3. DO NOT USE CUTTING TORCHES UNTIL WORK AREA IS CLEARED OF FLAMMABLE MATERIALS. AT CONCEALED SPACES, 51)04 AS DUCT AND PIPE INTERIORS, VERIFY CONDITION AND CONTENTS OF HIDDEN SPACE BEFORE STARTING FLAME - CUTTING OPERATIONS. MAINTAIN PORTABLE FIRE - SUPPRESSION DEVICES DURING FLAME - CUTTING OPERATIONS. 4. MAINTAIN ADEQUATE VENTILATION WHEN USING CUTTING TORCHES. 5. LOCATE SELECTIVE DEMOLITION EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING. 6. DISPOSE OF DEMOLISHED ITEMS AND MATERIALS PROMPTLY. 7. RETURN ELEMENTS OF CONSTRUCTION AND SURFACES THAT ARE TO REMAIN TO CONDITION ID(ISTING BEFORE SELECTIVE DEMOLITION OPERATIONS BEGAN. B. EXISTING FACILITIES: COMPLY WITH LANDLORD'S REQUIREMENTS FOR USING AND PROTECTING ELEVATORS, STAIRS, WALKWAYS, LOADING DOCKS, BUILDING ENTRIES, AND OTHER BUILDING FACILITIES DURING SELECTIVE DEMOLITION OPERATIONS. C. EXISTING ITEMS TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. D. CONCRETE SLABS-ON-GRADE: SAW -CUT PERIMETER OF AREA TO BE DEMOLISHED, THEN BREAK UP AND REMOVE. E. RESILIENT FLOOR COVERINGS: REMOVE FLOOR COVERINGS AND ADHESIVE ACCORDING TO RECOMMENDATIONS IN RFCI -WP AND ITS ADDENDUM. I. REMOVE RESIDUAL ADHESIVE AND PREPARE SUBSTRATE FOR NEW FLOOR COVERINGS BY ONE OF T4E METHODS RECOMMENDED BY RFCI. F. ROOFING: REMOVE NO MORE EXISTING ROOFING WAN CAN BE COVERED IN ONE DAY BY NEN ROOFING. REFER TO APPLICABLE DIVISION 7 SECTION FOR NEN ROOFING REQUIREMENTS. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. GENERAL: PROMPTLY DISPOSE OF DEMOLISNE D MATERIALS. DO NOT ALLOW DEEMOLISIED MATERIALS TO ACCUMULATE ON -SITE. B. BURNING: DO NOT BURN DEMOLISHED MATERIALS. 3.7 VERIFICATION OF EXISTING CONDITIONS A. IMMEDIATELY UPON COMPLETION OF DEMOLITION OPERATIONS AND PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND ADVISE OWNER'S CONSTRUCTION MANAGER OF ANY DESCREPANCIES BETWEEN ACTUAL CONDITIONS AND THE DRAWINGS FOR WE FOLLOWING: I. OVERALL WIDTH (FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD AT DEMISING WALLS FOR EACH VARIANCE IN DIMENSION. 2. OVERALL LENGTH (LEASE LINE TO INNER FACE OF GYPSUM BOARD ON REAR WALL) FOR EACH VARIANCE IN DIMENSION. 3. ANY AND ALL COLUMN LOCATIONS (FREE STANDING OR PROJECTING) 4. AVAILABLE CLEAR HEIGHT FOR STOREFRONT AND CEILINGS 5. ANY EXPANSION JOINTS, CLEAN -OUTS OR ACCESS PANELS, ETC. 6. ANY IRREGULARITIES IN FLOOR SLAB ELEVATIONS. B. CONTRACTOR SHALL FORWARD THIS INFORMATION TO THE OWNER'S CONSTRUCTION MANAGER IN WRITING, PRIOR TO COMMENCEMENT OF WORK. SECTION 017700 - PROJECT CLOSEOUT PART 1 - GENERAL 1.1 THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR CONTRACT CLOSEOUT, INCLUDING, BUT NOT LIMITED TO INSPECTION PROCEDURES, PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, WARRANTIES, INSTRUCTION'S OF OWNER'S PERSONNEL AND FINAL CLEANING. 1.2 PROJECT RECORD DOCUMENTS, WARRANTIES AND OPERATION AND MAINTENANCE MANUALS: PROVIDE IN ACCORDANCE WITH CONCEPT 5 BID PACKAGE REQUIREMENTS. PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION 3.1 DEMONSTRATION AND TRAINING: PERFORM DEMONSTRATION AND OPERATIONAL INSTRUCTIONS/TRAINING IN ACCORDANCE WITH GILLY HICKS' BID PACKAGE REQUIREMENTS. 3.2 FINAL CLEANING: THE CONTRACTOR SHALL TURN OVER THE PROJECT IN A CLEAN, DUST -FREE, DIRT -FREE CONDITION. THE CONTRACTOR SHALL EMPLOY A PROFESSIONAL CLEANING SERVICE, EMPLOYING ONLY TRAINED PERSONNEL. SITE TO BE "SPARKLING CLEAN" ON TURNOVER, AS WELL AS FINAL CLEANING NE NIGHT BEFORE STORE OPENING. A. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO: 1. STOREFRONT GLASS (INSIDE AND OUT) 2. MIRRORS 3. STOREFRONT WOOD AND METAL SURFACES 4. SIGNS 5. CABINETS, INCLUDING SHELVES, BASES, VALANCES, FILLERS AND END PANELS 6. FLOORING 7. PRESENTATION ITEMS, PROPS AND TRADE FIXTURES 8. WALLS AND BASES q. RESTROOM FIXTURES AND ACCESSORIES 10. NON SALES AREA SHELVING, STORAGE PLATFORMS ETC. 11. LIGHT FIXTURES INCLUDING CANS, TRIM, TRACKS AND TRACK HEADS. B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL AREAS OUTSIDE OF THE LEASE SPACE THAT HAVE BEEN UTILIZED IN CONJUNCTION WITH HIS WORK_ COMPLY WITH REQUIREMENTS OF THE LANDLORD. C. THE G.C. SHALL ENSURE THE FACILITY IS RE- CLEANED (TO THE APPROVAL OF THE STORE PERSONAL)THE EVENING BEFORE OPENING. G.C. SHALL PROVIDE SECURITY BY AN OWNER- APPROVED SECURITY COMPANY. DIVISION 3 SECTION 03301 - PART I - GENERAL - CONCRETE CONCRETE 1.1 THIS SECTION INCLUDES PREPARATION OF EXISTING CONCRETE SLABS FOR NEW FLOOR FINISHES AND NEW CONCRETE SLABS ON GRADE WHERE INDICATED ON THE DRAWINGS. ALL WORK BY GENERAL CONTRACTOR. 1.2 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING, REPAIRING OR REPLACEMENT OF EXISTING CONCRETE SLABS. EXISTING CONCRETE SLABS SHALL BE LEVELED AS REQUIRED BY THE OWNER'S CONSTRUCTION MANAGER. GENERAL CONTRACTOR SHALL PROVIDE "LEVEL' INFORMATION DURING NE 2ND WEEK OF CONSTRUCTION. 1.3 QUALITY ASSURANCE: COMPLY WITH ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE', INCLUDING STEEL REINFORCEMENT AND SUPPORTS, CONCRETE MIXTURES AND HANDLING, PLACING AND CONSTRUCTING CONCRETE UNLESS MODIFIED BY THE CONTRACT DOCUMENTS. 1.4 THIS SECTION INCLUDES CAST - IN - PLACE CONCRETE INCLUDING FORMWORK, REINFORCING, CONCRETE MATERIALS, PLACEMENT PROCEDURES AND FINISHING OF EXTERIOR FOUNDATIONS, FROST SLABS AND PORCH SLAB AS INDICATED ON THE DRAWINGS FOR EXTERIOR STOREFRONT APPLICATIONS. INCLUDES METAL FORMS FOR FROST SLAB SUPPORT. ALL WORK BY THE GENERAL CONTRACTOR. PART 2 - PRODUCTS 2.1 REINFORCING BARS: ASTM A615/A 6I5M, GRADE 60, DEFORMED 2.2 PLAIN STEEL WELDED WIRE FABRIC: ASTM A 185, FABRICATED FROM AS -DRAWN STEEL WIRE INTO FLAT SHEETS. 2.3 CONCRETE MATERIALS: A. PORTLAND CEMENT: ASTM C 150, TYPE I B. NORMAL WEIGHT AGGREGATES: A5T11 033, UNIFORMLY GRADED, NOT EXCEEDING 3/4 INCH NOMINAL SIZE. NOMINAL MAXIMUM SIZE FOR FOUNDATIONS SHALL BE I 1/2'. C. WATER: POTABLE COMPLYING WITH ASTM C 94 2.4 ADMIXTURES: ADMIXTURES CERTIFIED BY MANUFACTURER TO CONTAIN NOT MORE THAN 0.1 PERCENT WATER - SOLUBLE CHLORIDE IONS BY MASS OF CEMENTITIOUS MATERIAL AND TO BE COMPATIBLE WITH OTHER ADMIXTURES. DO NOT USE ADMIXTURES CONTAINING CALCIUM CHLORIDE. A. AIR ENTRAINING ADMIXTURES: ASTM C 94. 2.5 VAPOR RETARDER: 10 MIL STEGOWRAP BY STEGO INDUSTRIES 877 -464 -7834 2.6 CURING MATERIALS: CLEAN WATERBORNE MEMBRANE FORMING CURING COMPOUND, ASTM C 309, TYPE I CLASS B, 18 TO 22 PERCENT SOLIDS. VERIFY COMPATIBILITY OF CURING COMPOUNDS WITH APPLICATION OF FINISH FLOORING MATERIALS WITH THE OWNER'S CONSTRUCTION MANAGER PRIOR TO APPLICATION. 2.7 CONCRETE MIXTURES: COMPLY WITH ACI 301 FOR CONCRETE MIXES. MATERIAL SHALL BE READY MIXED COMPLYING WITH ASTM C94 UNLESS JOB SITE MIXES APPROVED BY THE OWNER'S CONSTRUCTION MANAGER. A. INTERIOR SLABS ON GRADE SHALL HAVE COMPRESSIVE STRENGTH OF 3,500 PSI; SLUMP 4" +/- 1" B. FOOTINGS SHALL HAVE COMPRESSIVE STRENGTH OF 3,000 PSI, NON- AIR - ENTRAINED. MAXIMUM SLUMP 4' +/- I" C. EXTERIOR AND OTHER CONCRETE EXPOSED TO WEATHER: COMPRESSIVE STRENGTH OF 5,000 PSI, AIR ENTRAINED. MAXIMUM SLUMP 4' +/- I ". MINIMUM CEMENTITIOUS MATERIAL CONTENT TO BE 610 LB /CY. MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO OF 0.40. I. AIR CONTENT OF CONCRETE EXPOSED TO FREEZING AND OR DE -ICING CHEMICALS - 6 PER CENT. 2.8 PATCHING AND LEVELING CONCRETE MIXTURES: PROVIDE LATEX SKIM COAT MATERIALS FOR PATCHING AND LEVELING UP TO 1/2 INCH THICKNESS WHERE RECOMMENDED BY THE MANUFACTURER. FOR AREAS REQUIRING THICKNESS GREATER THAN 1/2 INCH THICKNESS, USE ARDEX SELF LEVELING CONCRETE MIXTURE APPROVED BY THE OWNER'S CONSTRUCTION MANAGER. ARDEX MATERIALS SHALL BE K -15, SELF - LEVELING UNDERLAYMENT CONCRETE FOR APPLICATIONS FROM FEATHEREDGE TO 5'. A. ARDEX INC. 4I2- 604 -1200 PART 3 - EXECUTION 3.1 STEEL REINFORCEMENT: COMPLY WITH CRSI'S MANUAL OF STANDARD PRACTICE FOR FABRICATING, PLACING AND SUPPORTING REINFORCEMENT. A. JOINTS: CONSTRUCT JOINTS TRUE TO LINE WITH FACES PERPENDICULAR TO SURFACE PLANE OF CONCRETE. LOCATE CONSTRUCTION JOINTS AT LOCATIONS INDICATED OR AS APPROVED BY THE LANDLORD. B. PROVIDE CONTROL JOINTS IN SLABS ON GRADE BY SAW CUTTING WITH POWERED SAWS. CUT 1/8 WIDE JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE OR OTHERWISE DAMAGE SURFACES AND BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION CRACKS. PROVIDE JOINTS AT 20 FOOT ON CENTER EACH WAY UNLESS INDICATED OTHERWISE. 3.2 CONCRETE PLACEMENT: COMPLY WITH RECOMMENDATIONS OF ACI 304R FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE. DO NOT ADD WATER DURING DELIVERY OR AT PROJECT SITE. 3.3 FINISHING UNFORMED SURFACES: COMPLY WITH ACI 302.IR FOR SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR CONCRETE SURFACES. A. TROWEL FINISH: APPLY A HARD TROWEL FINISH TO SURFACES INDICATED AND TO FLOOR AND SLAB SURFACES EXPOSED TO VIEW OR TO BE COVERED WITH RESILIENT FLOORING, WOOD FLOORING, PAINT OR OTHER THIN FILM FINISH COATING SYSTEM. B. TROWEL AND FINE BROOM FINISH: APPLY A PARTIAL TROWEL FINISH, STOPPING AFTER SECOND TROWELING, TO SURFACES INDICATED AND WHERE CERAMIC TILE IS TO BE INSTALLED BY THINSET METHODS. IMMEDIATELY AFTER SECOND TROWELING, AND WNE N CONCRETE IS STILL PLASTIC, SLIGHTLY SCARIFY SURFACES WITH A FINE BROOM. 3.4 CONCRETE PROTECTION AND CURING: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DYRING AND EXCESIVE COLD OR HOT TEMPERATURES. COMPLY WITH ACI 306.1 FOR COLD WEATHER PROTECTION AND FOLLOW RECOMMENDATIONS IN ACI 305R FOR HOT WEATHER PROTECTION DURING CURING. BEGIN CURING AFTER FINISHING CONCRETE, BUT NOT BEFORE FREE WATER HAS DISAPPEARED FROM CONCRETE SURFACES. A. CURE FORMED CONCRETE FOR AT LEAST SEVEN DAYS BY MOISTURE CURING, MOISTURE - RETAINING COVER CURING, CURING COMPOUND OR A COMBINATION OF THESE METHODS. PATCHING AND LEVELING MIXTURES SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. DIVISION 4 - MASONRY SECTION 04200 - THIN -BRICK PART I- GENERAL 1.1 THIS SECTION INCLUDES ALL THIN - BRICK USED AS A FINISH MATERIAL ON THE STOREFRONT PART 2- PRODUCTS (AS SUPPLIED BY OWNER) 2.1 MANUFACTURER: GLEN -GERY STYLE: ABERDEEN PART 3- EXECUTION 3.1 CONDITIONS AND PREP A. THE TEMPERATURE OF THE AIR AND MATERIALS (BRICKS, MORTAR, SUBSTRATES) MUST BE BETWEEN 50 DEGRESS AND 90 DEGREES. TEMPERATURE RANGE MUST BE MAINTAINED FOR 48 HOURS AFTER APPLICATION IS COMPLETE. B. LAYOUT PATTERN OF BRICKS ON FLOOR TO ENSURE QUANTITY AND LAYOUT ARE ACCURATE C. WASH WALLS TO REMOVE DIRT AND DUST AND REPAIR ANY DAMAGED AREAS. SURFACES SHALL NOT VARY MORE THAN 1/4" IN 8' -0" 3.2 INSTALLATION A. INSTALL #I5 OR #30 ROOFING FELT ON TOP OF WALLBOARD. LAP AND SEAL JOINTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS. PROPER INSTALLATION OF WATER RESISTANT MEMBRANE 15 MANDATORY IN EXTERIOR APPLICATIONS B. INSTALL SELF FURRING WIRE LATH OVER WATER- RESISTANT MEMBRANE. USE GALVANIZED OR WIRE LATH FOR ALL APPLICATIONS AND CUT THE LATH AT EXPANSION JOINTS C. INSTALL FLASHING AS REQUIRED AT TRANSITIONS FROM THIN - BRICK TO ADJACENT MATERIALS TO DIRECT THE FLOW OF WATER DOWN AND OUT (EXTERIOR APPLICATIONS ONLY). D. APPLY SCRATCH COAT OVER WATERPROOF MEMBRANE AND METAL LATH. FLOAT SURFACE OF SCRATCH COAT PLUMB AND TRUE AND ALLOW TO SET FIRM E. APPLY LEVELING COAT AS REQUIRED TO ENSURE NO VARIANCE GREATER THAN 1/4" IN F. APPLY THE SETTING COAT WITH THE STRAIGHT EDGE OF TROWEL AND USE NOTCHED EDGE OF TROWEL TO GROOVE THE SETTING COAT IMMEDIATELY PRIOR TO INSTALLATION OF THIN -BRICK G. BUTTER THE BACKS OF THIN - BRICKS WITH MORTAR AND PRESS FIRMLY INTO PLACE. SPACE THE BRICKS 3/8' APART. BEAT THE BRICKS FIRMLY INTO POSITION WITH A BEATING BLOCK OR RUBBER MALLET AND SEAL ALL EDGES WITH MORTAR. H. SET ALL OUTSIDE CORNERS FIRST, ALTERNATING THE SHORT AND LONG CORNERS ON EVERY OTHER ROW. J. SPONGE WHITE DUST AND DIRT FROM BRICK FACES. PRESS MORTAR INTO JOINTS WITH A TUCK - POINTING TOOL SO THEY ARE FULL AND FREE OF PITS AND VOIDS K. TRIM THE BRICKS AS REQUIRED USING CARBON- TIPPED OFFSET TILE NIPPERS OR A DIAMOND - BLADED SAW DIVISION 5 - MISCELLANEOUS METALS SECTION 051200 - STRUCTURAL STEEL FRAMING A. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL STEEL SPECIFICATIONS. SECTION 054400 - COLD FORMED METAL FRAMING FART I- PRODUCTS 1.1 STEEL STUDS: MANUFACTURER'S STANDARD C- SHAPED STUDS OF WEB DEPTHS INDICATED, PUNCHED, WITH STIFFENED FLANGES COMPLYING WITH ASTM C 95 AS FOLLOWS: A. MINIMUM UNCOATED STEEL THICKNESS: 33 MILS (0.0346 INCH) OR 43 MILS (.0451 INCH) FOR ASSEMBLIES WITH ADDITIONAL LOADS (WALL SHELVES ETC.) EXCEPT WHERE THICKER GAUGES ARE REQUIRED IN ACCORDANCE WITH 55MA STANDARDS (FLANGE WIDTH I -5/8 INCHES) B. STEEL TRACK: MANUFACTURER'S STANDARD U- SHAPED TRACK OF NEB DEIETh5 INDICATED, UNPUNCHED WITH STIFFENED FLANGES COMPLYING WITH ASTM C R5. GAUGE TO MATCH STUDS. C. STEEL COATING FOR STUDS, TRACK AND ACCESSORIES SHALL BE GALVANIZED WITH MINIMUM G60 PER ASTM A 653/A 653M. D. FRAMING ACCESSORIES: PROVIDE ACCESSORIES OF MANUFACTURER'S STANDARD THICKNESS AND CONFIGURATION FOR SUPPLEMENTARY FRAMING, BRACING, BRIDGING AND SOLID BLOCKING, END CLIPS, ETC... FABRICATE OF SAME MATERIAL AND FINISH USED FOR FRAMING MEMBERS. . 1.3 DECORATIVE METALS: METAL HANDRAILS AND GUARDRAILS ETC. AS INDICATED ON DRAWINGS, PROVIDED BY OWNER; INSTALLED PER CONSTRUCTION DOCUMENTS AND MANUFACTURER'S SHOP DRAWINGS PART 2- EXECUTION A. INSTALL COLD- FORMED METAL FRAMING (CFMF) ACCORDING TO ASTM C 1007 UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED. B. INSTALL CFMF AND ACCESSORIES PLUMB, SQUARE AND TRUE TO LINE AND WITH CONNECTIONS SECURELY FASTENED ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS. C. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. FASTEN BOTH FLANGES OF STUDS TO TOP AND BOTTOM OF TRACKS. ISOLATE NON -LOAD BEARING STEEL FRAMING FROM BUILDING STRUCTURE TO PREVENT TRANSFER OF VERTICAL LOADS WHILE PROVIDING LATERAL SUPPORT. INSTALL DEFLECTION TRACKS WHERE REQUIRED. D. INSTALL MISCELLANEOUS FRAMING AND CONNECTIONS, INCLUDING STUD KICKERS, CLIP ANGLES, ANCHORS AND FASTENERS TO PROVIDE A COMPLETE AND STABLE FRAMING SYSTEM. INSTALL OWNER PROVIDED DECORATIVE METAL SUCH AS STAINLESS STEEL, PREFINISHED END OF SECTION SECTION 005800 - EXPANSION CONTROL 1.1. EXPANSION JOINTS A. GWB CEILING AND WALLS TO GET USG #093 BY G.C., REFER TO DETAILS. B. NON - SEISMIC FLOORING EXPANSION JOINT TO BE SUPPLIED BY OWNER THROUGH LAMBERT SHEET METAL CO. (614) 237 -0834, REFER TO DETAILS. C. SEISMIC EXPANSION JOINTS NOT APPLICABLE 1.2. CONTROL AND EXPANSION JOINTS FOR FINISH FLOORING A. THE CONTRACTOR IS RESPONSIBLE TO EXAMINE THE SUBSTRATE AND INSTALL CONTROL OR EXPANSION JOINTS AS REQUIRED DUE TO EXISTING CONDITIONS. WHEN CONTROL JOINTS /EXPANSION JOINTS ARE REQUIRED, THE CONTRACTOR 15 TO CONTACT THE OWNER'S CONSTRUCTION MANAGER FOR APPROVAL OF METHODS OR SYSTEMS PRIOR TO INSTALLATION. G.C. TO IDENTIFY ALL JOINTS IF IN THE SUBSTRATE IN AREAS WITH FINISHED LIGHT WEIGHT CONCRETE FOR PURPOSE OF REPLICATION IN FINISHED MATERIALS. (IF THE SLAB HAS A JOINT, SO WILL THE FINISH FLOOR.) END OF SECTION DIVISION 6 - WOOD & PLASTICS SECTION 06105 - CARPENTRY PART 1- GENERAL 1.1 THIS SECTION INCLUDES WOOD BLOCKING, SHEATHING, SUB - FLOORING AND PLYWOOD BACKING PANELS. 1.2 INCLUDES ROUGH CARPENTRY FOR EXTERIOR STOREFRONT FRAMING, PORCH ROOF CONSTRUCTION, BLOCKING, PLYWOOD SHEATHING AND UNDERLAYMENT. 1.3 THIS SECTION INCLUDES INSTALLATION OF ALL OWNER SUPPLIED MILLWORK, STANDING AND RUNNING TRIM, INTERIOR PANELING, SHELVING AND STANDARDS, CABINET CASEWORK, AND DOORS AND FRAMES AS INDICATED ON THE DRAWINGS. A. MATERIALS OF QUESTIONABLE QUALITY SHALL NOT BE INSTALLED. IF MATERIALS OF QUESTIONABLE QUALITY ARE INSTALLED, THEY SHALL BE REPLACED BY THE CONTRACTOR SOLELY AT HIS /HER EXPENSE WITH NO CONSIDERATION FOR ADDITIONAL TIME 1.4 RECEIPT, INVENTORY, STORAGE AND HANDLING OF ALL OWNER SUPPLIED PRODUCTS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL, WITHIN 48 HOURS OF RECEIPT OF PRODUCTS, NOTIFY THE OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES, DAMAGES OR MISSING ITEMS. PART 2- PRODUCTS 2.1 LUMBER: DOC PS 20 AND APPLICABLE RULES OF LUMBER GRADING AGENCIES CERTIFIED BY AMERICAN LUMBER STANDARDS COMMITTEE BOARD OF REVIEW. FACTORY MARK EACH PIECE OF LUMBER WITH GRADE STAMP OF AGENCY. PROVIDE DIMENSION LUMBER WITH Iq PERCENT MAXIMUM MOISTURE CONTENT FOR CONCEALED APPLICATIONS. 2.2 FIRE RETARDANT TREATED MATERIALS: PROVIDE MATERIALS THAT COMPLY WITH PERFORMANCE REQUIREMENTS IN AWPA C20 (LUMBER) AND C27 (PLYWOOD). IDENTIFY ALL PRODUCTS WITI -I APPROPRIATE CLASSIFICATION MARKINGS OF UL OR ANOTHER TESTING AGENCY ACCEPTABLE TO THE AUTHORITIES HAVING JURISDICTION. 2.3 SHEATHING: A. PLYWOOD SHEATHING: APA RATED SHEATHING EXTERIOR, EXPOSURE 1, THICKNESS AS INDICATED ON THE DRAWINGS. THICKNESS NOT LESS THAN 23/32'. B. WALL SHEATHING: APA RATED SHEATHING, EXTERIOR, EXPOSURE 1, THICKNESS AS INDICATED ON THE DRAWINGS. MINIMUM THICKNESS 15/32'. FIRE RETARDANT MATERIAL UNLESS OTHERWISE INDICATED. C. ROOF SHEATHING: APA RATED SHEATHING, EXTERIOR, EXPOSURE 1, THICKNESS AS INDICATED ON THE DRAWINGS (MINIMUM 15/329. FIRE RETARDANT MATERIAL UNLESS OTHERWISE INDICATED. 2.4 PLYWOOD BACKING PANELS: DOC PS 1, EXPOSURE I, G -D PLUGGED, FIRE RETARDANT TREATED NOT LESS THAN 1/2' THICKNESS. 2.5 FASTENERS: PROVIDE FASTENERS OF SIZE AND TYPE INDICATED THAT COMPLY WITH REQUIREMENTS OF GOVERNING AUTHORITIES. AS A MINIMUM COMPLY WITH TABLE 2305.2 'FASTENING SCHEDULE' IN THE BOCA NATIONAL BUILDING CODE. PROVIDE FASTENERS WITH HOT -DIP ZINC COATING COMPLYING WITH A5TM A153/A153M WHERE ROUGH CARPENTRY IS EXPOSED TO WEATHER. 2.6 BUILDING PAPER: ASPHALT - SATURATED ORGANIC FELT COMPLYING WITH ASTM D226, TYPE 1 (NO. 15 ASPHALT FELT), UNPERFORATED. 2.7 SILL SEALER GASKETS: CLOSED -CELL NEOPRENE FOAM, 1/4' THICK. 2.8 FIBERGLASS REINFORCED- PANELS (FRP): KEMLITE FIBERGLASS - REINFORCED PLASTIC PANELING, FIRE -X GLASBOARD, WHITE - EMBOSSED FINISH, .Oq" THICKNESS. FURNISH WITH PERIMETER- MATCHING J- MOLDINGS AND TRIM. PART 3 - EXECUTION 3.1 SET ROUGH CARPENTRY WORK TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB, TRUE TO LINE, CUT AND FITTED. SCRIBE AND COPE AS NEEDED FOR ACCURATE FIT. SECURELY ATTACH ROUGH CARPENTRY WORK TO SUBSTRATES BY ANCHORING AND FASTENING AS INDICATED OR COMPLYING WITH FASTENING SCHEDULE CONTAINED IN LOCAL OR STATE BUILDING CODES. 3.2 PROVIDE FIRE - RETARDANT LUMBER, SHEATHING AND SUB - FLOORING WHERE REQUIRED BY THE DRAWINGS OR GOVERNING AUTHORITIES. 3.3 BLOCKING AND NAILER INSTALLATION: INSTALL WHERE INDICATED AND WHERE REQUIRED FOR ATTACHMENT OF OTHER WORK. PROVIDE IN -WALL BLOCKING FOR ATTACHMENT OF ALL STORE FIXTURES. 3.4 SHEATHING: FASTEN WALL SHEATHING TO METAL FRAMING WITH SCREWS. SPACE PANELS I/8 APART AT EDGES AND ENDS. 3.5 BACKING PANELS: SCREW TO SUPPORTS. 3.6 INSTALL FINISH CARPENTRY LEVEL, PLUMB, TRUE AND ALIGNED WITH ADJACENT MATERIALS. SCRIBE AND CUT FINISH CARPENTRY TO FIT ADJOINING WORK. COUNTERSINK FASTENERS, FILL SURFACES FLUSH AND SAND WHERE FACE FASTENING IS UNAVOIDABLE. 3.7 STANDING AND RUNNING TRIM: INSTALL WITH A MINIMUM NUMBER OF JOINTS PRACTICAL, USING FULL - LENGTH PIECES FROM MAXIMUM LENGTHS OF TRIM AVAILABLE. DO NOT USE PIECES LESS THAN 24" EXCEPT WHERE NECESSARY. STAGGER JOINTS IN ADJACENT AND RELATED STANDING AND RUNNING TRIM. COPE AT RETURNS AND MITER AT CORNERS TO PRODUCE TIGHT - FITTING JOINTS WITH FULL SURFACE CONTACT THROUGHOUT LENGTH OF JOINT. USE SCARF JOINTS FOR END - - END JOINTS. BACK OUT FLAT TRIM TO PREVENT WARPING AND DRILL WHERE NECESSARY TO PREVENT SPLITTING. 3.8 MILLWORK AND CABINETS: INSTALL MILLWORK AND CABINETS WITHOUT DISTORTION AND ANCHOR SECURELY TO BLOCKING AND SUPPORTS. 3.9 SEE MILLWORK INSTALLATION DRAWINGS. 3.10 DOORS AND FRAMES: INSTALL DOORS AND FRAMES, INCLUDING OWNER- SUPPLIED MILLWORK DOORS PER INDUSTRY STANDARDS. INSTALL DOORS WITH EVEN SPACES ON ALL SIDES. 3.11 PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL MILLWORK, CABINETS AND TRIM. PROVIDE VISQUEEN, CARDBOARD ETC AS REQUIRED. 3.12 ALL WOOD TRIMS IN THE PORCH CEILING ASSEMBLY SHALL BE BUTT - JOINED, CAULKED AND PAINTED. END OF SECTION. DIVISION 7 THERMAL & MOISTURE PROTECTION SECTION 07210 - BUILDING INSULATION PART 1- GENERAL 1.1 THIS SECTION INCLUDES INSULATION UNDER SLABS ON GRADE, CONCEALED BUILDING INSULATION AND VAPOR BARRIERS WHERE SPECIFICALLY REQUIRED ON THE DRAWINGS. 1.2 PROVIDE INSULATION WITH FIRE TEST RESPONSE CHARACTERISTICS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. IDENTIFY MATERIALS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AND INSPECTING AGENCY. PART 2- PRODUCTS 2.1 EXTRUDED POLYSTYRENE BOARD INSULATION: A. ASTM C578, TYPE VII, 2.20 lb /cu.ft. WITH MAXIMUM FLAME AND SMOKE DEVELOPED INDICES OF 75 AND 450 RESPECTIVELY. 2.2 FACED MATERIAL FIBER BLANKET INSULATION: A. ASTM C665, TYPE III, CLASS A, CATEGORY I. I) EXTERIOR WALL: FACED WITH FOIL- SCRIM -KRAFT MEMBRANE ON ONE FACE, CONSISTING OF FIBERS MANUFACTURED FROM GLASS. MEMBRANE FACED SURFACE WITH A FLAME SPREAD OF 25 OR LESS. 2) INTERIOR WALL: UNFACED FOR SOUND ATTENUATION. 2.3 UNFACED MINERAL FIBER BLANKET INSULATION: A. ASTM C665, TYPE I, CONSISTING OF FIBERS MANUFACTURED FROM GLASS, WITH MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED INDICES OF 25 AND 50 RESPECTIVELY, PASSING ASTM E136 FOR COMBUSTION CHARACTERISTICS. 2.4 POLYETHYLENE VAPOR RETARDER: A. ASTM D4397, 6 MILS THICK WITH MAXIMUM PERMEANCE RATING OF 0.13 PERMS. FART 3- EXECUTION 3.1 COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATION INDICATED. INSTALL INSULATION THAT IS UNDAMAGED, DRY AND UNSOILED AND THAT HAS NOT BEEN LEFT EXPOSED AT ANY TIME. 3.2 EXTEND INSULATION IN THICKNESS INDICATED TO ENVELOP ENTIRE AREA TO BE INSULATED. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS. 3.3 SET VAPOR- RETARDER -FACED UNITS WITH VAPOR RETARDER TO WARM SIDE OF CONSTRUCTION. TAPE JOINTS AND RUPTURES AND SEAL EACH CONTINUOUS AREA OF INSULATION. END OF SECTION SECTION 07211 - LOOSE FILL INSULATION PART 1- GENERAL 1.1 THIS SECTION INCLUDES LOOSE -FILL INSULATION MATERIAL FOR ALL STOREFRONT COLUMNS. PART 2- PRODUCTS 2.1 PERLITE LOOSE FILL INSULATION A. MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION 0549 AND SHALL BE A PRODUCT OF A MEMBER OF PERLITE INSTITUTE, INC. B. MANUFACTURER SHALL FURNISH CERTIFICATE CONFIRMING THAT THE PRODUCT CONFORMS TO THE STANDARD SPECIFICATIONS FOR LOOSE FILL INSULATION AS ADOPTED AND PUBLISHED BY PERLITE INSITITUTE, INC. PART 3- EXECUTION 3.1 COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS APPLICABLE TO PRODUCTS AND APPLICATION INDICATED. INSTALL INSULATION THAT IS UNDAMAGED, DRY AND UNSOILED AND THAT HAS NOT BEEN LEFT EXPOSED ANY TIME. 3.2 ALL HOLES AND OPENINGS IN THE COLUMN ASSEMBLIES SHALL BE PERMANENTLY SEALED OR CAULKED PRIOR TO INSTALLATION OF INSULATION 33 INSULATION MUST REMAIN DRY END OF SECTION SECTION 07270 - FIRESTOPPING PART 1- GENERAL 1.1 SUMMARY A. THIS SECTION INCLUDES FIRESTOPPING FOR THE FOLLOWING: 1) PENETRATIONS THROUGH FIRE - RESISTANCE -RATED WALLS AND PARTITIONS INCLUDING OPENINGS CONTAINING CABLES, PIPES, DUCTS, CONDUITS AND OTHER PENETRATING ITEMS. 2) PENETRATIONS THROUGH SMOKE BARRIERS AND CONSTRUCTION CLOSING COMPARTMENTALIZED AREAS INVOLVING OPENINGS CONTAINING PENETRATING ITEMS. 3) SEALANT JOINTS IN FIRE - RESISTANCE RATED CONSTRUCTION. B. RELATED SECTIONS: THE FOLLOWING SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION: 1) DIVISION 3 SECTION 'CAST -IN -PLACE CONCRETE' FOR CONSTRUCTION OF OPENINGS IN CONCRETE SLABS, 2) DIVISION 4 SECTION "UNIT MASONRY' FOR JOINT FILLERS FOR NON - FIRE - RESISTANCE - RATED MASONRY CONSTRUCTION. 3) DIVISION 7 SECTION "JOINT SEALANTS' FOR NON - FIRE - RESISTANCE -RATED JOINT SEALANTS. 4) DIVISION 15 SECTIONS SPECIFYING DUCTS AND PIPING PENETRATIONS. 5) DIVISION 16 SECTIONS SPECIFYING CABLE AND CONDUIT PENETRATIONS. 1.2 SYSTEM PERFORMANCE REQUIREMENTS A. GENERAL: PROVIDE FIRESTOPPING SYSTEMS THAT ARE PRODUCED AND INSTALLED TO RESIST THE SPREAD OF FIRE, ACCORDING TO REQUIREMENTS INDICATED, AND THE PASSAGE OF SMOKE AND OTHER GASES. B. F -RATED THROUGH - PENETRATION FIRESTOP SYSTEMS: PROVIDE THROUGH - PENETRATION FIRESTOP SYSTEMS WITH F RATINGS INDICATED, AS DETERMINED PER ASTM E 814, BUT NOT LESS THAN THAT EQUALING OR EXCEEDING THE FIRE - RESISTANCE RATING OF THE CONSTRUCTIONS PENETRATION. C. FIRE - RESISTIVE JOINT SEALANTS: PROVIDE JOINT SEALANTS WITH FIRE - RESISTANCE RATINGS INDICATED, AS DETERMINED PER ASTM E 119, BUT NOT LESS THAN THAT EQUALING OR EXCEEDING THE FIRE - RESISTANCE RATING OF THE CONSTRUCTION IN WHICH THE JOINT OCCURS. D. FOR FIRSTOPPING EXPOSED TO VIEW, TRAFFIC, MOISTURE, AND PHYSICAL DAMAGE, PROVIDE PRODUCTS THAT DO NOT DETERIORATE WHEN EXPOSED TO THESE CONDITIONS. 1) FOR PIPING PENETRATIONS FOR PLUMBING AND WET - PIPE SPRINKLER SYSTEMS, PROVIDE MOISTURE - RESISTANT THROUGH - PENETRATIONS FIRESTOP SYSTEMS. 2) FOR PENETRATIONS INVOLVING INSULATED PIPING, PROVIDE THROUGH - PENETRATION FIRESTOP SYSTEMS NOT REQUIRING REMOVAL OF INSULATION. E. FOR FIRESTOPPING EXPOSED TO VIEW, PROVIDE PRODUCTS WITH FLAME - SPREAD VALUES OF LESS THAN 25 AND SMOKE - DEVELOPED VALUES OF LESS THAN 450, PER ASTM E 84. 13 QUALITY ASSURANCE A. FIRE - TEST - RESPONSE CHARACTERISTICS: PROVIDE FIRESTOPPING THAT COMPLIES WITH THE FOLLOWING REQUIREMENTS AND THOSE SPECIFIED UNDER THE 'SYSTEM PERFORMANCE REQUIREMENTS' ARTICLE: PART 2 OF SECTION A. B. FIRESTOPPING TESTS ARE PERFORMED BY A QUALIFIED TESTING AND INSPECTING AGENCY. A QUALIFIED TESTING AND INSPECTING AGENCY IS UL, WARNOCK HERSEY, OR ANOTHER AGENCY PERFORMING TESTING AND FOLLOW -UP INSPECTION SERVICES FOR FIRESTOP SYSTEMS THAT ARE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. C. INSTALLER QUALIFICATIONS: ENGAGE AN EXPERIENCED INSTALLER WHO HAS COMPLETED FIRE - STOPPING THAT IS SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR PROJECT AND THAT HAS PERFORED SUCCESSFULLY. D. PROVIDE FIRESTOPPING PRODUCTS CONTAINING NO DETECTABLE ASBESTOS AS DETERMINED BY THE METHOD SPECIFIED IN 40 CFR PART 763, SUBPART F. APPENDIX A, SECTION I, "POLARIZED LIGHT MICROSCOPY." 1.4 DELIVERY, STORAGE AND HANDLING A. DELIVER FIRESTOPPING PRODUCTS TO PROJECT SITE IN ORIGINAL, UNOPENED CONTAINERS OR PACKAGES WITH INTACT AND LEGIBLE MANUFACTURER'S LABELS IDENTIFYING PRODUCT AND MANUFACTURER. B. STORE AND HANDLE FIRESTOPPING MATERIALS TO PREVENT THEIR DETERIORATION OR DAMAGE DUE TO MOISTURE, TEMPERATURE CHANGES, CONTAMINANTS OR OTHER CAUSES. 15 PROJECT CONDITIONS A. VENTILATION: VENTILATE FIRESTOPPING PER FIRESTOPPING MANUFACTURER'S INSTRUCTIONS BY NATURAL MEANS OR, WHERE THERE IS INADEQUATE FORCED -AIR CIRCULATION. PART 2- PRODUCTS 2.1 FIRESTOPPING, GENERAL COMPATIBILITY: PROVIDE FIRESTOPPING COMPOSED OF COMPONENTS THAT ARE COMPATIBLE WITH EACH OTHER, THE SUBSTRATES FORMING OPENINGS, AND THE ITEMS, IF ANY, PENETRATING THE FIRESTOPPING UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY FIRESTOPPING MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. ACCESSORIES: PROVIDE COMPONENTS FOR EACH FIRESTOPPING SYSTEM THAT ARE NEEDED TO INSTALL FILL MATERIALS AND TO COMPLY WITH 'SYSTEM PERFORMANCE REQUIREMENTS' ARTICLE IN PART 2 OF SECTION A. USE ONLY COMPONENTS SPECIFIED BY THE FIRESTOPPING MANUFACTURER. ACCESSORIES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1) PERMANENT FORMING/DAMMING /BACKING MATERIALS INLCLUDING THE FOLLOWING: a) SEMIREFACTORY FIBER (MINERAL WOOL) INSULATION. b) CERAMIC FIBER. c) SEALANTS USED IN COMBINATION WITH OTHER FORMING /D LEAKAGE OF FILL MATERIALS IN LIQUID STATE. d) FIRE -RATED FORMBOARD e) JOINT FILLERS FOR JOINT SEALANTS. 2) TEMPORARY FORMING MATERIALS. 3) SUBSTRATE PRIMERS. 4) COLLARS 5) STEEL SLEEVES. 2.2 FILL MATERIALS FOR THROUGH- PENETRATION FIRESTOP SYSTEMS A. INTUMESCENT WRAP STRIPS: SINGLE - COMPONENT, ELASTOMERIC SHEET WITH ALUMINUM ONE A. B. SIDE. PART 3- EXECUTION REVIEWED FOR NP&A 'R APPROVED DEC 2 8 2007 City Of �iEk a BI,IN DIVISION FOIL ON B. SILICONE FOAM: TWO - COMPONENT, SILICONE BASED LIQUID ELASTOMER THAT, WHEN MIXED EXPANDS AND CURES IN PLACE TO PRODUCE A FLEXIBLE, NONSHRINKING FOAM. C. SILICONE SEALANT: MOISTURE- CURING, SINGLE - COMPONENT, SILICONE- BASED, NEUTRAL- CURING ELASTOMERIC SEALANT. D. AVAILABLE PRODUCTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PRODUCTS THAT MAY BE INCORPORATED IN THE WORK ARE AS FOLLOWS: 1) INTUMESCENT WRAP STRIPS: a) DOW CORNING FIRESTOP INTUMESCENT WRAP STRIP 2002, DOW CORNING CORP. b) 052420 INTUMESCENT WRAP, HILTI CONSTRUCTION CHEMICALS, INC. c) FIRE BARRIER F5-195 WRAP /STRIP, 3M FIRE PROTECTION PRODUCTS. 2) SILICONE FOAMS: a) DOW CORNING FIRESTOP FOAM 2001, DOW CORNING CORP. b) PENSIL 200 FOAM, GENERAL ELECTRIC CO. 3) SILICONE SEALANTS a) DOW CORNING FIRESTOP SEALANT 2000, DOW CORNING CORP. b) DOW CORNING FIRESTOP SEALANT SL2003, DOW CORNING CORP. c) PENSIL 100 FIRESTOP SEALANT, GENERAL ELECTRIC CO. d) C5240 FIRESTOP SEALANT, HILTI CONSTRUCTION CHEMICALS, INC. e) METACAULK 835, THE RECTORSEAL CORP. f) METACAULK 880, THE RECTORSEAL CORP. g) FYRE -SI L, TREMCO INC. 2.3 FIRE RESISTIVE ELASTOMERIC JOINT SEALANTS A. ELASTOMERIC SEALANT STANDARD: PROVIDE MANUFACTURER'S STANDARD CHEMICALLY CURING, ELASTOMERIC SEALANTS OF BASE POLYMER INDICATED THAT COMPLIES WITH ASTM C 920 REQUIREMENTS, INCLUDING THOSE REFERENCED FOR TYPE, GRADE, CLASS, AND USES, AND REQUIREMENTS SPECIFIED IN THIS SECTION APPLICABLE TO FIRE - RESISTIVE JOINT SEALANTS. B. SEALANT COLORS: COORDINATE WITH OWNERS CONSTRUCTION MANAGER. C. SINGLE COMPONENT, NEUTRAL CURING SILICONE SEALANT: TYPE 5, GRADE NS, CLASS 25, EXPOSURE RELATED USE NT, AND JOINT SUBSTRATE RELATED USES M, G, A, AND (AS APPLICABLE TO JOINT SUBSTRATES INDICATED). I) MOVEMENT CAPABILITY: PROVIDE SEALANT CAPABLE OF WITHSTANDING MOVEMENTS PER ASTM C 719. a) 100% MOVEMENT IN EXTENSION AND 50% MOVEMENT IN COMPRESSION FOR A TOTAL OF 150% MOVEMENT. D. AVAILABLE PRODUCTS: I) SINGLE COMPONENT, NEUTRAL CURING, SILICONE SEALANT: a) DOW CORNING 790, DOW CORNING CORP. b) SPECTRUM 1, TREMCO RECEIVED CITY OF TUKWILA NOV 2 8 2007 Ptl':MIT CENTER 3.1 EXAMINATION A. EXAMINE SUBSTRATES AND CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR OPENING CONFIGURATIONS, PENETRATING TIMES, SUBSTRATES, AND OTHER CONDITIONS AFFECTING PERFORMANCE OF FIRESTOPPING. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 PREPARATION A. SURFACE CLEANING: CLEAN OUT OPENINGS AND JOINTS IMMEDIATELY PRIOR TO INSTALLING FIRESTOPPING TO COMPLY WITH RECOMMENDATIONS OF FIRESTOPPING MANUFACTURER AND THE FOLLOWING REQUIREMENTS: 1) REMOVE ALL FOREIGN MATERIALS FROM SURFACES OF OPENING AND JOINT SUBSTRATES AND FROM PENETRATING ITEMS THAT COULD INTERFERE WITH ADHESION OF FIRESTOPPING. 2) CLEAN OPENING AND JOINT SUBSTRATES AND PENETRATING ITEMS TO PRODUCE CLEAN, SOUND SURFACES CAPABLE OF DEVELOPING OPTIMUM BOND WITH FIRESTOPPING. 3) REMOVE LAITANCE AND FORM RELEASE AGENTS FROM CONCRETE. B. PRIMING: PRIME SUBSTRATES WHERE RECOMMENDED BY FIRESTOPPING MANUFACTURER USING THAT MANUFACTURER'S RECOMMENDED PRODUCTS AND METHODS. C. MASKING: USE MASKING TAPE TO PREVENT FIRESTOPPING FROM CONTACTING ADJOINING SURFACES. 0 z 0_ 3 IT- 0 O (7 W cr H 0 W N N 9 T I- C. W z a J ca Psi O al CO z 0 y 0 - W 0 1- ac Lu z Q UJ CL = W� z I-CO 0 0Z Co < C.) I= CC I•:- J = ~ w � ° I - Z („?I -� o OW� 0 () 01) CO 6729 REGISTERED ARCHITECT NOV 212007 ABFC50017 SHEET rsc1 g ASHE?+GTON A0.1A U .. o� CD O SPECIFICATIONS 3.3 INSTALLING THROUGH - PENETRATING FIRESTOPS A. GENERAL: COMPLY WITH THE "SYSTEM PERFORMANCE REQUIREMENTS" IN PART 2 OF SECTION A AND THE THROUGH- PENETRATION FIRESTOF MANUFACTURER'S WRITTEN INSTRUCTIONS. B. INSTALL FORMING /DAMMING MATERIALS AND OTHER ACCESSORIES OF TYPES REQUIRED TO SUPPORT FILL MATERIALS DURING THEIR APPLICATION AND IN THE POSITION NEEDED TO PRODUCE THE CROSS-SECTIONAL SHAPES AND DEPTHS REQUIRED TO ACHIEVE FIRE RATINGS OF DESIGNATED THROUGH - PENETRATION FIRESTOP SYSTEMS. C. INSTALL FILL MATERIALS FOR THROUGH- PENETRATION FIRESTOP SYSTEMS BY PROVEN TECHNIQUES TO PRODUCE THE FOLLOWING RESULTS: 1) COMPLETELY FILL VOIDS AND CAVITIES FORMED BY OPENINGS, FORMING MATERIALS, ACCESSORIES, AND PENETRATING ITEMS. 2) APPLY MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES FORMED BY OPENINGS AND PENETRATING ITEMS. 3) FOR FILL MATERIALS THAT WILL REMAIN EXPOSED AFTER COMPLETING WORK, FINISH TO PRODUCE SMOOTH, UNIFORM SUFACES THAT ARE FLUSH WITH ADJOINING FINISHES. 3.4 INSTALLING FIRE - RESISTIVE JOINT SEALANTS A. GENERAL: COMPLY WITH THE "SYSTEM PERFORMANCE REQUIREMENTS' ARTICLE IN GENERAL SECTION A, WITH ASTM C 1193 AND WITH THE SEALANT MANUFACTURER'S INSTALLATION INSTRUCTIONS. B. INSTALL JOINT FILLERS TO PROVIDE SUPPORT OF SEALANTS DURING APPLICATION AND AT POSITION REQUIRED TO PRODUCE THE CROSS - SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY AND DEVELOP FIRE - RESISTANCE RATING REQUIRED. C. INSTALL SEALANTS BY PROVEN TECHNIQUES THAT RESULT IN SEALANTS DIRECTLY CONTACTING AND FULLY WETTING JOINT SUBSTRATES, COMPLETELY FILLING RECESSES PROVIDED FOR EACH JOINT CONFIGURATION, AND PROVIDING UNIFORM CROSS-SECTIONAL SHAPES AND DEPTHS OF INSTALLED SEALANTS RELATIVE TO JOINT WIDTHS THAT ALLOW OPTIMUM SEALANT MOVEMENT CAPABILITY. INSTALL SEALANTS AT SAME TIME JOINT FILLERS ARE INSTALLED. D. TOOL NON -SAG SEALANTS IMMEDIATELY AFTER SEALANT APPLICATION AND PRIOR TO THE TIME SKINNING OR CURRING BEGINS. DO NOT USE TOOLING AGENTS THAT DISCOLOR SEALANTS OR ADJACENT SURFACES OR ARE NOT APPROVED BY THE SEALANT MANUFACTURER. 3.5 CLEANING A. CLEAN OFF EXCESS FILL MATERIAL AND SEALANTS ADJACENT TO OPENINGS AND JOINTS AS WORK PROGRESSES BY METHODS OF AND WITH CLEANING MATERIALS APPROVED BY MANUFACTURERS OF FIRESTOPPING PRODUCTS AND OF PRODUCTS IN WHICH OPEN JOINTS OCCUR. B. PROTECT FIRESTOPPING DURING AND AFTER CURING PERIOD FROM CONTACT WITH CONTAMINATING SUBSTANCES OR FROM DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS OR OTHER CAUSES SO THAT THEY ARE WITHOUT DETERIORATION OR DAMAGE AT TIME OF CONTRACT COMPLETION. END OF SECTION SECTION 07410 - SHEET METAL ROOFING PART I - GENERAL REQUIREMENTS 1.01 DESCRIPTION OF WORK: A. SECTION INCLUDES: THE EXTENT OF EACH TYPE OF PREFORMED METAL ROOFING PANEL AS INDICATED ON THE DRAWINGS AND BY THE PROVISIONS OF THIS SECTION. THE SCOPE OF WORK INCLUDES, BUT SHALL NOT BE LIMITED TO: PREFORMED METAL ROOF PANELS, FLASHING REQUIRED TO WEATHERPROOF THE SYSTEM (RIDGE, HIP, VALLEY, CLEAT, EAVE, RAKE WALL, RAKE EDGE, APRON, INSIDE CORNER, OUTSIDE CORNER, GUTTER, DOWNSPOUT, DRIP SILL, END WALL, AND OTHER MISCELLANEOUS FLASHING), RELATED ACCESSORIES NECESSARY FOR ATTACHMENT OF THE ROOFING SYSTEM, ALL BUTYL TAPE AND SEALANT USED IN CONJUNCTION WITH THE ROOFING SYSTEM, AND NECESSARY ATTACHMENT HARDWARE AS REQUIRED TO MEET THE PERFORMANCE STANDARDS AND COMPLETE THE ROOFING ENCLOSURE AS INDICATED BY CONTRACT DOCUMENTS. ALL ITEMS TO BE SUPPLIED AND INSTALLED BY G.G. 1.02 RELATED SECTIONS: A. SECTION 05120: STRUCTURAL STEEL FRAMING B. SECTION 05310: STEEL ROOF DECK C. SECTION 05500: MISCELLANEOUS METAL FABRICATION D. SECTION 06100: ROUGH CARPENTRY E. SECTION 07210: BUILDING INSULATION F. SECTION 07600: FLASHING AND SHEET METAL G. SECTION 07900: SEALANT 1.03 REFERENCES: A. AMERICAN IRON AND STEEL INSTITUTE (AISI), SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS (AUGUST 1996). B. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AI SC) MANUAL OF STEEL CONSTRUCTION (CURRENT EDITION). C. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): D. A5T1 A792: SPECIFICATION FOR SHEET STEEL, ALUMINUM -ZINC ALLOY- COATED BY THE HOT -DIP PROCESS. E. ASTM E283 -91: TEST METHOD FOR RATE OF AIR LEAKAGE OVER SOLID SUBSTRATE. F. ASTM 1:331 -93: TEST METHOD FOR RATE OF WATER PENETRATION OVER SOLID SUBSTRATE. G. ASTM E1680 -95: TEST METHOD FOR RATE OF AIR LEAKAGE OVER OPEN FRAMED STRUCTURE. H. ASTM E1646 -95: TEST METHOD FOR RATE OF WATER PENETRATION OVER OPEN FRAMED STRUCTURE. J. A5T11 E1592 -95: STANDARD TEST METHOD FOR STRUCTURAL PERFORMANCE OF SHEET METAL AND SIDING SYSTEMS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. K. SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION ( SMACNA): L. ARCHITECTURAL SWEET METAL MANUAL. M. UNDERWRITER'S LABORATORY (UL) ROOFING MATERIALS AND SYSTEMS DIRECTORY: N. ROOFING MATERIALS MD SYSTEMS DIRECTORY LISTINGS AND CLASSIFICATIONS OF UNDERWRITER'S LABORATORY ROOFING CONSTRUCTION ASSEMBLIES. 1.04 SYSTEM DESCRIPTION: A. DESIGN REQUIREMENTS: 1. CONTINUOUS, ONE- PIECE, PREFORMED, PREFINISHED SINGLE- LENGTH ROOF PANELS. 2. PANELS, CLIPS, AND OTHER COMPONENTS REQUIRED FOR SPECIFIC PROJECT CONDITIONS. 3. MANUFACTURER IS RESPONSIBLE FOR PROVIDING EVIDENCE ACCEPTABLE TO ARCHITECT THAT MANUFACTURER'S SPECIFIED ROOF SYSTEM IS CAPABLE OF MEETING THERMAL, WIND UPLIFT, AND PERFORMANCE REQUIREMENTS SPECIFIED. B. THERMAL MOVEMENT: 1. COMPLETE METAL ROOFING AND FLASHING SYSTEM SHALL BE CAPABLE OF WITHSTANDING EXPANSION AND CONTRACTION OF COMPONENTS CAUSED BY CHANGES IN TEMPERATURE WITHOUT BUCKLING, PRODUCING EXCESS STRESS ON STRUCTURE, ANCHORS OR FASTENERS, OR REDUCING PERFORMANCE ABILITY. 2. INTERFACE BETWEEN PANEL AND EXPANSION CLIP SHALL PROVIDE FOR APPLICABLE THERMAL MOVEMENT IN EACH DIRECTION ALONG LONGITUDINAL DIRECTION. C. PERFORMANCE REQUIREMENTS: 1. UNDERWRITER'S LABORATORIES, INC. (UL) WIND UPLIFT RESISTANCE CLASSIFICATI FOR ROOF ASSEMBLY SHALL BE CLASS 90, AS INSTALLED, PURSUANT TO CONSTRUCTION NUMBER (SELECTED FROM AVAILABLE ASSEMBLIES IN TECHNICAL SECTION OF ARCHITECTURAL BINDER) 431, 431A, 432, 433, 498, 498A, OR 498E AS DEFINED BY UL 580. CERTIFIED STATEMENTS FROM MANUFACTURER WITHOUT PROPER UL CLASSIFICATION WILL NOT BE ACCEPTABLE. 2. COMPLETE METAL ROOF SYSTEM SHALL HAVE MAXIMUM STATIC PRESSURE AIR INFILTRATION OF 0.046 CFM / SQUARE FOOT WITH 1.57 PSF AIR PRESSURE DIFFERENTIAL WHEN TESTED IN ACCORDANCE WITH ASTM E283 -91 OR 0.014 CFM / SQUARE FOOT WITH 1.57 PSF AIR PRESSURE DIFFERENTIAL WHEN TESTED IN ACCORDANCE WITH ASTM E1680 -95. 3. COMPLETE METAL ROOF SYSTEM SHALL HAVE NO UNCONTROLLED WATER PENETRATION (DYNAMIC WATER PRESSURE), OTHER THAN CONDENSATION, WHEN EXPOSED TO DYNAMIC RAIN AT 6.24 PSF DIFFERENTIAL STATIC PRESSURE 141I-4EN TESTED FOR NOT LESS THAN FIFTEEN (15) MINUTES IN DURATION IN ACCORDANCE WITH ASTM EMI -93 OR ASTM EI646 -95. 4. ENTIRE ROOFING SYSTEM (METAL PANELS, FLASHING, EXPANSION JOINTS, AND PENETRATIONS), ARE TO BE DETAILED TO PROVIDE WATERTIGHT ROOF UNDER PEAK WEATHER CONDITIONS. 1.05 SUBMITTALS A. SHOP DRAWINGS SUBMITTALS: 1. MANUFACTURER OF THE METAL ROOF SYSTEM SHALL PROVIDE COMPLETE SHOP DRAWINGS. 2. SHOP DRAWINGS MUST BE SUBMITTED AND RETURNED AS ACCEPTABLE PRIOR TO THE BEGINNING OF PRODUCT PRODUCTION. B. PRODUCT DATA SUBMITTALS: 1. SUBMIT MANUFACTURER'S DETAILED PRODUCT LITERATURE INCLUDING THE SYSTEM PROFILE SHEET, SYSTEM DESCRIPTION INCLUDING: MATERIAL BASE -SHEET GAUGE, SEAM HEIGHT, PANEL ON- CENTER, FINISH, AND SEALANT AS REQUIRED. 2. SUBMIT MANUFACTURER'S INSTALLATION GUIDELINES OF THE SPECIFIED PRODUCT. 3. SUBMIT A SAMPLE OF EACH TYPE OF ROOF PANEL, COMPLETE WITH FACTORY FINISH. IN THE CASE WHERE CUSTOM COLOR 15 SPECIFIED, SEND A CUSTOM COLOR CHIP FOR WRITTEN APPROVAL ALONG WITH A STANDARD COLOR PRODUCT 1.06 QUALITY ASSURANCE: A. QUALIFICATION OF INSTALLERS: 1. COMPETENT AND SKILLED SHEET METAL APPLICATORS FAMILIAR WITH DIMENSIONAL METALS' PRODUCTS, STANDARD DETAILS AND RECOMMENDATIONS. APPLICATOR SHALL HAVE AT LEAST TWO (2) YEARS EXPERIENCE APPLYING THESE TYPES OF MATERIALS WITH SUCCESSFUL COMPLETION OF PROJECTS WITH SIMILAR SCOPE. 2. INSTALLERS SHALL BE THOROUGHLY TRAINED AND DXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH AND COMPLY TO THE RECOMMENDATIONS AND DETAILS OF THE MANUFACTURER AND THE "ARCHITECTURAL SHEET METAL MANUAL" PUBLISHED BY SMACNA. 3. INSTALLERS SHALL FOLLOW THE MANUFACTURER'S INSTALLATION DETAILS WITHOUT EXCEPTION UNLESS WRITTEN AUTHORIZATION FROM THE MANUFACTURER AND ARCHITECT ARE PROVIDED ON AN INSTALLATION DETAIL REVISION. DETAIL REVISION AUTHORIZATION MUST BE MADE IN ADVANCE OF PRODUCT INSTALLATION. B. QUALIFICATION OF THE PRODUCT MANUFACTURER: I. MANUFACTURER SHALL BE A COMPANY SPECIALIZING IN ARCHITECTURAL SHEET METAL PRODUCTS WITH AT LEAST TEN (10) YEARS EXPERIENCE. BEING LISTED AS A PREQUALIFIED MANUFACTURER DOES NOT RELEASE MANUFACTURER FROM PROVIDING COMPLETE,' CURRENT AND ACCEPTABLE TEST DATA FOR EACH PERFORMANCE, THERMAL, AND WIND LOAD REQUIREMENT SPECIFIED FOR SPECIFIC PROFILE PROPOSED. 2. MANUFACTURER SHALL OPERATE A PERMANENT, FULL -TIME, MANUFACTURING FACILITY WHERE THE METAL ROOF PANELS ARE PRODUCED ON FIXED BASED ROLL FORMING MACHINES THAT ARE INCLUDED IN THE UNDERWRITER'S LABORATORY FIELD INSPECTION SERVICES. THESE FACILITI MUST BE CURRENTLY UNDER INSPECTION AT LEAST FOUR TIMES PER YEAR BY UNDERWRITER'S LABORATORY PERSONNEL TO VERIFY COMPLIANCE THAT THE PRODUCTS FABRICATED ARE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE PRODUCTS WHICH WERE ORIGINALLY TESTED. C. PRODUCT SUBSTITUTIONS: I. SUBSTITUTIONS TO THE SPECIFIED SYSTEMS SHALL BE SUBMITTED TO THE ARCHITECT NO LATER THAN FIFTEEN (15) DAYS PRIOR TO THE OFFICIAL BID DATE. ACCEPTANCE OF ANY SUBSTITUTIONS SHALL BE PUT FORTH IN WRITTEN ADDENDUM WITHIN TEN (10) DAYS PRIOR TO THE OFFICIAL BID DATE. 2. NO PRODUCT SUBSTITUTIONS WILL BE PERMITTED WITHOUT MEETING ALL OF THE PERFORMANCE CRITERIA SET FORTH IN THIS SPECIFICATION. 3. NO PRODUCT SUBSTITUTIONS SHALL BE SUBMITTED AFTER THE OFFICIAL BID DATE. 1.07 DELIVERY, STORAGE AND HANDLING A. DELIVER ROOF SYSTEM COMPONENTS TO PROJECT SITE IN MANUFACTURER'S UNOPENED ORIGINAL CONTAINERS. B. PROTECT ROOF SYSTEM COMPONENTS DURING SHIPMENT, STORAGE, HANDLING AND ERECTION FROM MECHANICAL ABUSE, STAINS, DISCOLORATION AND CORROSION. C. PROVIDE STRIPPABLE PLASTIC FILM ON ALL PAINTED SURFACES BETWEEN CONTACT AREAS TO PREVENT ABRASION DURING SHIPPING, STORAGE AND HANDLING. D. STORE MATERIALS OFF THE GROUND, PROVIDING FOR DRAINAGE, UNDER PROTECTIVE COVER WHICH ALLOWS FOR AIR CIRCULATION AND PROTECTION FROM FOREIGN MATERIAL CONTAMINATION, MECHANICAL DAMAGE, CEMENT, LIME, OR OTHER CORROSIVE MATERIALS. E. HANDLE MATERIALS TO PREVENT DAMAGE TO SURFACES, EDGES AND ENDS OF ROOFING COMPONENTS. DAMAGED MATERIAL SHALL BE REJECTED AND REMOVED FROM SITE. F. EXAMINE MATERIALS UPON DELIVERY TO JOBSITE. REJECT AND REMOVE PHYSICALLY DAMAGED, STAINED OR MARRED MATERIAL FROM PROJECT SITE. G. METAL ROOF COMPONENTS WITH STRIPPABLE FILM MUST NOT BE STORED WITH EXPOSURE TO DIRECT SUNLIGHT. 1.08 SITE CONDITIONS A. DETERMINE THAT WORK OF OTHER TRADES FABRICATION AND STORAGE REQUIREMENTS B. PROTECTION: I. PROVIDE PROTECTION OR AVOID TRAFFIC 2. DO NOT OVERLOAD ROOF WITH STORED 3. SUPPORT NO ROOF- MOUNTED EQUIPMENT C. DETERMINE THAT WORK OF OTHER TRADES WATERTIGHT BY ROOF IS COORDINATED BY INSTALLATION OF ROOFING SYSTEM. PART 2 - PRODUCT WILL NOT HAMPER OR CONFLICT WITH NECESSARY FOR PREFORMED METAL ROOFING SYSTEM. ON COMPLETED ROOF SURFACES. MATERIALS. DIRECTLY ON ROOFING SYSTEM. WHICH PENETRATES ROOF OR 15 TO BE MADE LOCATION, IN PLACE, AND ACCEPTED PRIOR TO 2.01 MANUFACTURER A. DIMENSIONAL METALS, INC., 58 KLEMA DRIVE NORTH, REYNOLDSBURG, 01410 43068. 2.02 SHEET MATERIALS A. UNFINISHED BASE SHEET MATERIAL SHALL BE 24 GAUGE (.024') GALVANIZED STEEL MEETING ASTM A526. 2.03 PREFORMED METAL ROOFING SYSTEM A. PREFORMED METAL PANELS: I. SYSTEM NAME: INTER -LOCK 2. MODEL NUMBER: IL2016 3. SEAM HEIGHT: 1.73" 4. SEAM ON- CENTER: 12" B. STANDING SEAMS SHALL INCORPORATE A CONTINUOUS ENGINEERED INTERLOCKING CONNECTION WITH CONCEALED ANCHOR CLIPS THAT PREVENTS THE ENTRANCE OF WATER PASSAGE (SELECT FOR ENGINEERED SNAP - TOGETHER PANELS). OR, STANDING SEAMS SHALL INCORPORATE A CONTINUOUS MECHANICALLY SEAMED CONNECTION WITH CONCEALED ANCHOR CLIPS THAT PREVENTS THE ENTRANCE OF WATER PASSAGE (SELECT FOR MECHANICALLY SEAMED PANELS). C. PANEL CLIPS SHALL BE AS RECOMMENDED BY THE MANUFACTURER TO MEET THE PERFORMANCE CRITERIA OF THIS SPECIFICATION. D. ALL EXPOSED ADJACENT FLASHING SHALL BE OF THE SAME MATERIAL AND FINISH AS THE ROOF PANELS. E. FASTENERS: 1. EXPOSED SCREW FASTENERS SHALL BE 300 SERIES ALLOY STAINLESS STEEL WITH INTEGRALLY BONDED NEOPRENE WASHERS OR ZINC ALUMINUM CAST HEAD COVERS WITH INTEGRAL NEOPRENE GASKETS. 2. EXPOSED POP RIVETS SHALL BE STAINLESS STEEL, RIVET AND MANDREL, SELF PLUGGING TYPE #44 - 1/8' DIAMETER 1/4" GRIP RANGE MINIMUM. EXPOSED POP RIVETS SHALL BE PAINTED TO MATCH THE METAL ROOF SYSTEM. 3. CONCEALED FASTENERS FOR ANCHOR CLIPS SHALL BE #10 -12 - I LONG PANCAKE HEAD #2 PHILLIPS DRIVE SCREW AS REQUIRED TO MEET THE PERFORMANCE CRITERIA IN THIS SPECIFICATION. 4. CONCEALED FASTENERS FOR FLASHING ATTACHMENT SHALL BE #8 -15 - 1 1/4' LONG TRUSS HEAD #2 PHILLIPS DRIVE SCREW AS REQUIRED TO MEET THE PERFORMANCE CRITERIA IN THIS SPECIFICATION. 5. THERE SHALL BE NO EXPOSED FASTENERS EXCEPT TO FASTEN FLASHING, AT FIXING POINTS, OR AS INDICATED ON THE SHOP DRAWINGS. F. CLOSURES: 1, 141P AND RIDGE CLOSURES SHALL BE FACTORY FABRICATED FROM SIMILAR MATERIAL TO THE ROOF PANELS. HIP AND RIDGE CLOSURES SHALL BE FIELD CUT TO FIT PROPERLY BETWEEN THE PANEL SEAMS. G. SEALANT: 1. FACTORY- APPLIED SEAM SEALANT SHALL BE NON - CURING BUTYL DESIGNED FOR METAL -TO -METAL CONNECTION IN CONCEALED JOINTS, IF SPECIFIED. 2. FIELD APPLIED SEALANT AND /OR BUTYL TAPE SHALL BE AS RECOMMENDED BY THE MANUFACTURER OF THE METAL ROOF SYSTEM. 2.04 FABRICATION A. PANELS SHALL BE FABRICATED IN PERMANENT FABRICATION FACILITIES IN CONTINUOUS LENGTHS AS REQUIRED. NO HORIZONTAL END LAP JOINTS WILL BE ACCEPTED, UNLESS PANELS EXCEED 65' IN LENGTH OR JOB5ITE CONDITIONS DICTATE. B. PANEL DESIGN SHALL INCORPORATE CONCEALED CLIPS AND FASTENERS. EXPOSED FASTENERS IN ROOFING PANELS WILL NOT BE ACCEPTED. C. STANDING SEAM DESIGN SHALL PREVENT WATER INFILTRATION BY UTILIZING A CAPILLARY BREAK TO PREVENT SIPHONING. D. FABRICATE ROOFING AND RELATED SHEET METAL WORK IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND APPLICABLE STANDARDS SET FORTH IN THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION - ARCHITECTURAL SHEET METAL MANUAL (1987 EDITION). E. ALL ROOFING AND SHEET METAL FLASHING SHALL BE FABRICATED IN MINIMUM 10' -O" LENGTHS EXCEPT AS NOTED OTHERWISE. ALL FLASHING SHALL HAVE A MINIMUM 1/2' HEMMED EDGES IN EXPOSED LOCATIONS. PROVIDE FIELD FABRICATED MITERS FOR COMPONENTS THAT CHANGE DIRECTION ON THE PROJECT. PART 3 - (ECUTION 3.01 INSPECTION: A. EXAMINE ALIGNMENT AND PLACEMENT OF BUILDING ROOF STRUCTURE BEFORE PROCEEDING WITH INSTALLATION OF PREFORMED METAL ROOFING. B. EXAMINE METAL ROOF DECK BEFORE STARTING INSTALLATION. DECK MUST BE CLEAR, CLEAN AND SMOOTH, FREE OF DEPRESSIONS, WAVES, OR PROJECTIONS, DRY AND MUST REMAIN DRY AND FREE OF ICE AND SNOW, AFTER ROOFING APPLICATION COMMENCES. DECK FLUTES MUST BE CLEAN AND DRY. FIELD CHECK DIMENSIONS AND CHECK SUPPORT ALIGNMENT WITH TAUT STRING OR WIRE. SUPPORT MISALIGNMENT MAY CAUSE ADDITIONAL STRESSES IN THE PANELS AND CONTRIBUTE TO OIL CANNING. DO NOT PROCEED WITH INSTALLATION UNTIL CONDITIONS ARE SATISFACTORY. NOTIFY THE ARCHITECT IN WRITING OF UNSATISFACTORY CONDITIONS. FELTING: I. VERIFY 30# UNPERFORATED ASPHALT SATURATED ROOFING FELT UNDERLAYMENT HAS BEEN INSTALLED OVER SOLID SUBSTRATE. 2. ENSURE FELT 15 INSTALLED HORIZONTALLY, STARTING AT THE EAVE WORKING TO THE RIDGE WITH A 6" MINIMUM OVERLAP. 3. ENSURE THAT ALL FASTENERS ARE TOTALLY FLUSH WITH THE SUBSTRATE. C. D. E. 3.02 INSTALLATION A. GENERAL REQUIREMENTS: I. INSTALL ROOFING AND FLASHING IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND MANUFACTURER'S PRODUCT DATA, WITHIN SPECIFIED TOLERANCES. 2. ISOLATE DISSIMILAR METALS, MASONRY AND CONCRETE FROM METAL ROOF SYSTEM WITH BITUMINOUS COATING. 3. ANCHORAGE SHALL ALLOW FOR THERMAL EXPANSION AND CONTRACTION WITHOUT STRESS OR ELONGATION OF PANELS, CLIPS OR ANCHORS. 4. COORDINATE FLASHING AND SHEET METAL WORK TO PROVIDE WATERTIGHT CONDITIONS AT ROOF TERMINATIONS. FABRICATE AND INSTALL IN ACCORDANCE WITH STANDARDS SET FORTH IN THE SMACNA MANUAL USING CONTINUOUS CLEATS AT ALL EXPOSED EDGES. B. UNDERLAYMFNT: 1. 1/2" PLYWOOD WITH MINIMUM 1.5 POUND DENSITY. 2. INSTALL PROPER PROTECTION TO FINISHED SUBSTRATE TO PREVENT MOISTURE INFILTRATION TO ROOFING ASSEMBLY PRIOR TO PLACEMENT OF PANELS. COVER COMPLETE ROOF AREA TO RECEIVE METAL ROOF PANELS WITH AN ICE $ WATER%IELD MEMBRANE OR A COMBINATION OF #30 ROOFING FELT AND ICE $ WATERSHIELD AT THE EAVES, RIDGES, HIPS, VALLEYS, RAKE WALLS, RAKE EDGES, AND AROUND ALL PENETRATIONS. C. PREFORMED METAL PANELS: 1. FASTEN ANCHOR CLIPS WITH FASTENERS AS RECOMMENDED BY THE MANUFACTURER AS REQUIRED TO MEET THE PERFORMANCE CRITERIA SPECIFIED. 2. INSTALL STARTER AND EDGE TRIM BEFORE INSTALLING ROOF PANELS. 3. REMOVE STRIPPABLE PLASTIC FILM PRIOR TO INSTALLATION OF ROOF PANELS. 4. ERECT METAL ROOFING WITH LINES, PLANES, RISES AND ANGLES SHARP AND TRUE, AND PLANE SURFACES FREE FROM OBJECTIONABLE WARP, DENTS, BUCKLE OR OTHER PHYSICAL DEFECTS. 5. DO NOT ALLOW TRAFFIC ON COMPLETED ROOF. 6. PROTECT INSTALLED ROOF PANELS AND TRIM FROM DAMAGE CAUSED BY ADJACENT CONSTRUCTION UNTIL COMPLETION OF INSTALLATION. 7. REMOVE AND REPLACE ANY PANELS OR FLASHING COMPONENTS THAT ARE DAMAGED BEYOND SUCCESSFUL REPAIR. D. FLASHING: 1. COMPLY WITH SMACNA 'ARCHITECTURAL SHEET METAL MANUAL' RECOMMENDATIONS FOR INSTALLATION WORK WHERE THE MANUFACTURER'S APPROVED SHOP DRAWINGS DO NOT DEFINE A SPECIFIC DETAIL. 2, CONCEAL FASTENERS AND EXPANSION PROVISIONS WHEREVER POSSIBLE. 3. HEM ALL EXPOSED EDGES OF SHEET METAL FLASHING THAT ARE EXPOSED WITH AT LEAST 1/2" FOLD UNDER. 4. INSERT METAL FLASHING INTO REGLETS, ANCHOR WITH WEDGES AND SEAL ALL JOINTS. 5. SET SHEET METAL ITEMS LEVEL, TRUE TO LINE AND PLUMB. 6. SECURE ALL METAL FLASHING TO WOOD NAILERS WITH SCREWS AS INDICATED ON THE APPROVED SHOP DRAWINGS. 7. USE CLEATS TO KEEP FLASHING ENDLAPS CLOSED WHEN FACE WIDTH EXCEEDS EIGHT (8) INCHES. 3.03 FIELD QUALITY CONTROL A. TOLERANCES: I. APPLICABLE ERECTION TOLERANCES: MAXIMUM VARIATION FROM TRUE PLANES SHALL BE 1/4' IN 20' -0' OR 3/B' IN 40' -0'. 2. METAL ROOF SYSTEMS CAN NOT CORRECT ANY PREVIOUSLY INSTALLED SUPPORT OR WOOD NAILER PROBLEMS THAT DO NOT MEET THE ABOVE TOLERANCES. 3.04 CLEANING A. CLEAN EXPOSED SURFACES OF WORK PROMPTLY AFTER COMPLETION OF INSTALLATION. TO PREVENT RUST FROM STAINING THE PAINTED FINISH, IMMEDIATELY REMOVE FILINGS PRODUCED BY DRILLING OR CUTTING. B. CLEAN ROOF IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. TOUCH UP MINOR ABRASIONS AND SCRATCHES IN FINISH. D. REMOVE ALL SCRAP AND CONSTRUCTION DEBRIS FROM THE SITE. SECTION 07900 - JOINT SEALANTS PART I GENERAL 1.01 THIS SECTION INCLUDES SEALANTS FOR JOINTS BETWEEN DISSIMILAR MATERIALS INCLUDING JOINTS BETWEEN DOORS, WINDOWS, TRIM WORK, AND OTHER JOINTS AS INDICATED. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SEALANT MATERIALS. 1.02 PROVIDE ELASTOMERIC JOINT SEALANTS FOR EXTERIOR APPLICATIONS THAT ESTABLISH AND MAINTAIN WATERTIGHT AND AIRTIGHT CONTINUOUS JOINT SEALS WITHOUT STAINING OR DETERIORATING JOINT SUBSTRATE. 1.03 QUALITY ASSURANCE A. PRECONSTRUCTION FIELD - ADHESION TESTING: BEFORE INSTALLING ELASTOMERIC SEALANTS, FIELD TEST THEIR ADHESION TO PROJECT JOINT SUBSTRATES ACCORDING TO THE METHOD IN ASTM C 1193, THAT IS APPROPRIATE FOR THE TYPES OF PROJECT JOINTS. 1.04 WARRANTY A. SPECIAL INSTALLER'S WARRANTY: INSTALLER'S STANDARD FORM IN WHICH INSTALLER AGREES TO REPAIR OR REPLACE ELASTOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. I) WARRANTY PERIOD: TWO (2) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. B. SPECIAL MANUFACTURER'S WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH ELASTOMERIC SEALANT MANUFACTURER AGREES TO FURNISH ELASTOMERIC JOINT SEALANTS TO REPAIR OR REPLACE THOSE THAT DO NO COMPLY WITH PERFORMANCE AND OTHER REQUIREMENTS SPECIFIED IN THIS SECTION WITHIN SPECIFIED WARRANTY PERIOD. I) WARRANTY PERIOD: TWO (2) YEARS FROM DATE OF SUBSTANTIAL COMPLETION. PART 2 PRODUCTS 2.01 PROVIDE JOINT SEALANTS, BACKINGS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION. A. COMPLY WITH ASTM 0920 AND OTHER REQUIREMENTS INDICATED. 2.02 SEALANT PRODUCTS SHALL BE AS FOLLOWS BY TREMCO INC. OR EQUIVELANT APPROVED BY THE OWNER'S CONSTRUCTION MANAGER. A. 'LS- 1':INTERIOR SEALANT SHALL BE TREMCO TREMFLEX 834, 5ILCONIZED ACRYLIC LATEX, PAINTABLE. B. 'ES -1': EXTERI SEALANT SHALL BE TREMCO SPECTREM 4, ONE COMPONENT NEUTRAL CURING SILICONE. C. 'ES- 2':EXTERIOR SEALANT SHALL BE TRENCO DYMONIC, ONE COMPONENT POLYURETHANE JOINT SEALANT. COLORS AS SELECTED BY THE OWNER. D. 'ES-3' : INTERIOR SEALANT FOR TOILET ROOM FIXTURES SHALL BE TREMCO TREMSIL 200, SILICONE SEALANT. E. 'ES -4': EXTERIOR SEALANT SHALL BE TREMCO VULKEM 45, ONE COMPONENT, POURABLE MOISTURE CURING, POLYURETHANE. 2.03 SEALANT BACKINGS AND PRIMERS: A. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE THAT ARE NON- STAINING, ARE COMPATIBLE WITH JOINT SUBSTRATES, SEALANTS, PRIMERS AND OTHER JOINT FILLERS AND ARE APPROVED BY THE SEALANT MANUFACTURER. I) PRIMERS: MATERIAL AS RECOMMENDED BY SEALANT MANUFACTURER. PART 3 EXECUTION 3.01 PREPARATION A. SURFACE CLEANING OF JOINTS: CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALANTS. 1) REMOVE ALL FOREIGN MATERIAL FROM JOINT SUBSTRATES THAT COULD INTERFERE WITH ADHESION OF JOINT SEALANTS. a) CLEAN POROUS JOINT SUBSTRATE SURFACES BY BRUSHING, GRINDING, BLAST CLEANING, MECHANICAL ABRADING OR A COMBINATION OF THESE METHODS TO PRODUCE A CLEAN, SOUND SUBSTRATE. b) REMOVE LOOSE PARTICLES AFTER GLEANING OPERATIONS BY BLOWING OUT JOINTS WITH OIL -FREE COMPRESSED AIR. 2) REMOVE LATENT AND FORM - RELEASE AGENTS FROM CONCRETE. a. CLEAN NONPOROUS SURFACES WITH CHEMICAL CLEANERS OR OTHER MEANS THAT DO NOT STAIN OR HARM SUBSTRATES. B. JOINT PRIMING: PRIME JOINT SUBSTRATES WHERE RECOMMENDED IN WRITING BY JOINT SEALANT MANUFACTURER, BASED ON PRECONSTRUCTION JOINT - SEALANT- SUBSTRATE TESTS OR PRIOR EXPERIENCE. 1) APPLY PRIMER TO COMPLY WITH JOINT- SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS 2) CONFINE PRIMERS TO AREAS OF JOINT - SEALANT BOND; DO NOT ALLOW SPILLAGE OR MIGRATION ONTO ADJOINING SURFACES. 3.02 INSTALLATION A. COMPLY WITH JOINT SEALANT MANUFACTURER'S WRITTEN INSTRUCTIONS FOR PRODUCTS AND APPLICATIONS INDICATED. COMPLY WITH RECOMMENDATIONS OF ASTM C1193 FOR USE OF JOINT SEALANT AS APPLICABLE TO MATERIALS, APPLICATIONS AND CONDITIONS OF USE. INSTALL JOINT SEALANTS IN WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER. B. CLEANING: CLEAN OFF ALL EXCESS SEALANT OR SEALANT SMEARS ADJACENT TO JOINTS AS WORK PROGRESSES. USE METHODS AND CLEANING MATERIALS AS APPROVED BY THE SEALANT MANUFACTURER. END OF SECTION SECTION 07620 - FLASHING AND SHEET METAL PART I- GENERAL 1..01 DRAWINGS AND GENERAL PROVISIONS OF CONTRACT APPLY TO THIS SECTION. PART 2- PRODUCTS 2.01 MANUFACTURER'S : FRY REGLET: TYPE M -A MASONRY SPRINGLOCK FLASHING OR COUNTER FLASHINGS A. CHENEY: TYPE B, SNAPLOCK SYSTEM OR O'KEEFFE'S, INC. : TYPE MI, MASONRY REGLET. DIMENSIONAL METALS, INC. OR PETERSEN ALUMINUM CORPORATION: PARAPET CAP /COPINGS METAL PAC -LOC COPING OR ATLAS ALUMINUM, INC. 2.02 SHEET METAL FLASHING AND TRIM MATERIALS A. ZINC - COATED STEEL: COMMERCIAL QUALITY WITH 0.20 PERCENT COPPER, ASTM A526, EXCEPT ASTM A527 FOR LOCK FORMING, G90 140T- DIPPED GALVANIZED, MILL PHOSPHATISED WHERE INDICATED FOR PAINTING. B. MATERIAL GAUGES TO BE AS FOLLOWS: 1. METAL FLASHING: 26 GA. 2. METAL CAP /COPING: 24 GA. 3. MISCELLANEOUS TRIM: 24 GA. 4. LOWER RAIN HOODS: 22 GA. 2.03 ALL FLASH INGS AND COPINGS TO BE SELF- LOCKING WITH PERMANENT HOLD -DOWN CLIPS. ALL EXPOSED EDGES TO BE HEMMED. 2.04 ALL EXPOSED METALS SHALL BE PRE - FINISHED IN "KYNAR 500" AND SHALL HAVE A 20 YEAR LIMITED PAINT WARRANTY. ALL PARAPET COPINGS AND FLASH INGS IN CONTACT WITH METAL ROOF TO MATCH STANDING SEAM METAL ROOF COLOR. 2.05 MISCELLANEOUS MATERIALS AND ACCESSORIES A. SOLDER: FOR USE WITH STEEL OR COPPER, PROVIDE 50 -50 TIN/LEAD SOLDER (ASTM 1332), WITH ROSIN FLUX. B. FASTENERS: SAME METAL AS FLASHING /51-IEET METAL OR OTHER NON - CORROSIVE METAL AS RECOMMENDED BY SHEET MANUFACTURER. MATCH FINISH OF EXPOSED I -lEADS WITH MATERIAL BEING FASTENED. C. BITUMINOUS COATING: SSPC - PAINT 12, SOLVENT TYPE BITUMINOUS MASTIC, NOMINALLY FREE OF SULFUR, COMPOUNDED OF 15 MIL DRY FILM THICKNESS PER COAT. D. MASTIC SEALANT: POLYISOBUTYLENE; NON- HARDENING, NON- SKINNING, NON - DRYING, NON - MIGRATING SEALANT. E. ELASTOMERIC SEALANT: GENERIC TYPE RECOMMENDED BY MANUFACTURER OF METAL AND FABRICATED COMPONENTS BEING SEALED AND COMPLYING WITH REQUIREMENTS FOR JOINT SEALANTS AS SPECIFIED IN DIVISION 7 - SEALANTS. F. EPDXY SEAM SEALER: TWO -PART NON - CORROSIVE METAL SEAM CEMENTING CONFOUND, RECOMMENDED BY THE METAL MANUFACTURER FOR EXTERIOR/INTERIOR NON - MOVING JOINTS INCLUDING RIVETED JOINTS. G. ADHESIVE: TYPE RECOMMENDED BY FLASHING SHEET MANUFACTURER FOR WEATHERPROOF /WEATHER- RESISTANT SEAMING AND ADHESIVE APPLICATION FOR FLASHING SHEET. H. PAPER SLIP SHEET: 5 -LB. ROSIN - SIZED BUILDING PAPER. I. POLYETHYLENE UNDERLAYME•T: MINIMUM 6 MIL CARBONATED POLYETHYLENE FILM; RESISTANT TO DECAY WHEN TESTED IN ACCORDANCE WITH A5TM E154. J. REGLETS: METAL UNITS OF TYPE AND PROFILE INDICATED, COMPATIBLE WITH FLASHING INDICATED, NON- CORROSIVE. K. METAL ACCESSORIES: PROVIDE SHEET METAL CLIPS, STRAPS, ANCHORING DEVICES, AND SIMILAR ACCESSORY UNITS AS REQUIRED FOR INSTALLATION OF WORK, MATCHING OR COMPATIBLE WITH MATERIAL BEING INSTALLED, NON - CORROSIVE, SIZE, AND GAUGE REQUIRED FOR PERFORMANCE. L. ELASTIC FLASHING FILLER: CLOSED CELL POLYETHYLENE OR OTHER SOFT CELL MATERIAL RECOMMENDED BY ELASTIC FLASHING MANUFACTURER AS FILLER UNDER FLASHING LOOPS TO ENSURE MOVEMENT WITH MINIMUM STRESS ON FLASHING SHEET. M. ROOFING CEMENT: ASTM D2622, ASPHALTIC. 2.06 FABRICATED UNITS A. GENERAL METAL FABRICATION: COMPLY WITH DETAILS SHOWN AND WITH APPLICABLE REQUIREMENTS OF SMACNA "ARCHITECTURAL SHEET METAL MANUAL" AND OTHER RECOGNIZED INDUSTRY PRACTICES. FABRICATE WATERPROOF AND WEATHER RESISTANT PERFORMANCE; WITH EXPANSION PROVISIONS FOR RUNNING WORK, SUFFICIENT TO PERMANENTLY PREVENT LEAKAGE, DAMAGE, OR DETORIATION OF THE WORK. FORM WORK TO SUBSTRATES. COMPLY WITH MATERIAL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR FORMING MATERIAL. FORM EXPOSED SHEET METAL WORK WITHOUT EXCESSIVE OIL- CANNING, BUCKLING OR TOOL MARKS, TRUE TO LINE AND LEVELS INDICATED WITH ALL EXPOSED EDGES FOLDED BACK TO FORM SEAMS AND SOLDER. B. SEAMS: FABRICATE NON- MOVING SEAMS IN SHEET METAL WITH FLAT -LOCK SEAMS, TIN EDGES TO BE SEAMED, FORM SEAMS, AND SOLDER. C. EXPANSION PROVISIONS: WHERE LAPPED OR BAYONET -TYPE EXPANSION PROVISIONS IN WORK CANNOT BE USED, OR WOULD NOT BE SUFFICIENTLY WATERJNEATHERPROOF, FORM EXPANSION JOINTS OF INTERMESHING HOOKED FLANGES, NOT LESS THAN 1 INCH DEEP, FILLED WITH MASTIC SEALANT (CONCEALED WITH JOINT). D. SEALANT JOINTS: WHERE MOVABLE, NON - EXPANSION TYPE JOINTS ARE INDICATED OR REQUIRED FOR PROPER PERFORMANCE OF WORK, FORM METAL TO PROVIDE FOR PROPER INSTALLATION OF ELASTOMERIC SEALANT, IN COMPLIANCE WITH SMACNA STANDARDS. E. SEPARATIONS: PROVIDE FOR SEPARATION OF METAL FROM NONCOMPATIBLE METAL OR CORROSIVE SUBSTRATE BY COATING CONCEALED SURFACES AT LOCATIONS OF CONTACT, WITH BITUMINDUS COATING OR OTHER PERMANENT SEPARATION AS RECOMMENDED BY THE MANUFACTURER/FABRICATOR. PART 3- EXECUTION 3.01 INSTALLATION A. GENERAL: UNLESS OTHERWISE INDICATED, COMPLY WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND WITH SMACNA "ARCHITECTURAL SHEET METAL MANUAL ". ANCHOR UNITS OF WORK SECURELY IN PLACE BY METHODS INDICATED, PROVIDING FOR THERMAL EXPANSION OF METAL UNITS; CONCEAL FASTENERS WHERE POSSIBLE, SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK WITH LAPS, JOINTS, AND SEAMS TO BE PERMANENTLY WATERTIGHT AND WEATHERPROOF. B. UNDERLAYMENT: WHERE STAINLESS STEEL OR ALUMINUM IS TO BE INSTALLED DIRECTLY ON CEMENT OR WOOD SUBSTRATES, INSTALL A SLIP SHEET OF RED ROSIN PAPER AND A COURSE OF POLYETHYLENE UNDERLAYMENT. C. BED FLANGES OF WORK IN A THICK COAT OF BITUMINOUS ROOFING CEMENT WHERE REQUIRED FOR WATERPROOF PERFORMANCE. D. INSTALL REGLETS TO RECEIVE COUNTERFLASHING IN A MANNER AND BY METHODS INDICATED. WHERE SHOWN IN CONCRETE, FURNISH REGLETS TO TRADES OF CONCRETE WORK FOR INSTALLATION IN WORK OF DIVISION 3. WHERE SHOWN IN MASONRY, FURNISH REGLETS TO TRADES OF MASONRY WORK, FOR INSTALLATION IN WORK OF DIVISION 4. I. INSTALL COUNTERFLASHING IN REGLETS, EITHER BY SNAP -IN SEAL ARRANGEMENT, OR BY WELDING IN PLACE OF ANCHORAGE AND FILLING REGLET WITH MASTIC OR ELASTOMERIC SEALANT AS INDICATED AND DEPENDING ON DEGREE OF SEALANT EXPOSURE. E. INSTALL ELASTIC FLASHING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE REQUIRED, PROVIDE FOR MOVEMENT AT JOINTS BY FORMING LOOPS OF BELLOWS IN WIDTH OF FLASHING. LOCATE COVER OR FILLER STRIPS AT JOINTS TO FACILITATE COMPLETE DRAINAGE OF WATER FROM FLASHING. SEAM ADJACENT FLASHING SHEETS WITH ADHESIVE, SEAL AND ANCHOR EDGES IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3,02 CLEANING A. CLEAN EXPOSED METAL SURFACES, REMOVING SUBSTANCES THAT MIGHT CAUSE CORROSION OF METAL OR DETERIORATION OF FINISHES. B. ADVISE THE CONTRACTOR OF REQUIRED PROCEDURES FOR SURVEILLANCE AND PROTECTION OF FLASH INGS AND SHEET METAL WORK DURING CONSTRUCTION, TO ENSURE TI-LAT WORK WILL BE W ITHOUT DAMAGE OR DETERIORATION, OTHER THAN NATURAL WEATHERING AT TIME OF SUBSTANTIAL COMPLETION. END OF SECTION DIVISION 8 - DOORS AND WINDOWS SECTION 08110 - STEEL DOORS & FRAMES PART I- GENERAL 1.01 THIS SECTION INCLUDES INSTALLATION OF STEEL DOORS AND FRAMES FURNISHED BY THE GENERAL CONTRACTOR. 1.02 RECEIVING, STORAGE AND HANDLING OF STEEL DOORS AND FRAMES AT THE PROJECT SITE SHALL BE PERFORMED BY THE CONTRACTOR. 1.03 FIRE RATED DOOR ASSEMBLIES: ASSEMBLIES COMPLY WITH NFPA BO THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE PROTECTION RATINGS INDICATED. PART 2- PRODUCTS 2.01 MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: A. AMWELD BUILDING PRODUCTS, INC., CECO DOOR PRODUCTS, KEWANEE CORP., PIONEER INDUSTRIES INC., REPUBLIC BUILDERS PRODUCTS OR STEELCRAFT. B. DOORS: PROVIDE DOORS OF SIZES, THICKNESS AND DESIGNS AS INDICATED. 1) INTERIOR DOORS: ANSI 250.8, LEVEL 3 (0.053 -INCH THICK FACES) AND ANSI A250.4 LEVEL A (HEAVY DUTY), MODEL 2 (SEAMLESS). 2) EXTERIOR DOORS: ANSI 250.8, LEVEL 3 (0.053 INCH THICK FACES) AND ANSI A250.4 LEVEL A (HEAVY DUTY), MODEL 1 (FULL FLUSH) 3) VISION LITE SYSTEM: MANUFACTURER'S STANDARD KITS CONSISTING OF GLASS LITE MOLDINGS TO ACOMMODATE GLASS THICKNESS AND SIZE OF VISION LITE INDICATED. C. FRAMES: PROVIDE FRAMES FOR DOORS THAT COMPLY WITH ANSI A250.8 AND WITH DETAILS INDICATED FOR TYPE AND PROFILE: 1) FRAMES OF 0.067 -INCH THICK STEEL SHEET. D. SUPPORTS AND ANCHORS: 1) FABRICATED FROM NOT LESS THAN 0.042 - INCH THICK ZINC - COATED STEEL SHEET. PART 3- EXECUTION 3.01 INSTALL STEEL DOORS, FRAMES AND ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S DATA. 3.02 PLACING FRAMES: A, COMPLY WITH PROVISIONS OF SDI 105, UNLESS OTHERWISE INDICATED. SET FRAMES ACCURATELY IN POSITION, PLUMBED, ALIGNED AND BRACED SECURELY UNTIL PERMANENT ANCHORS ARE SET. 1) IN METAL STUD PARTITIONS, PROVIDE AT LEAST THREE WALL ANCHORS PER JAMB; INSTALL ADJACENT TO HINGE LOCATIONS ON HINGE JAMB AND AT CORRESPONDING HEIGHTS ON STRIKE JAMB. ATTACH WALL ANCHORS TO STUDS WITH SCREWS. B. INSTALL FIRE -RATED FRAMES IN ACCORDANCE WITH NFPA 80 3.03. DOOR INSTALLATION: A. COMPLY WITH ANSI A250.8. FIT HOLLOW METAL DOORS ACCURATELY IN FRAMES WITHIN CLEARANCES SPECIFIED IN ANSI A250.8. B. INSTALL FIRE -RATED DOORS WITHIN CLEARANCES SPECIFIED IN NEPA BO 3.04. PRIME COAT TOUCH -UP: A) IMMEDIATELY AFTER INSTALLATION, SAND SMOOTH ANY RUSTED OR DAMAGED AREAS OF PRIME COAT AND APPLY TOUCH UP OF COMPATIBLE AIR DRYING PRIMER. END OF SECTION SECTION 08310 - ACCESS DOORS AND FRAMES PART I- GENERAL 1.01. THIS SECTION INCLUDES CEILING AND WALL ACCESS DOORS AND FRAMES FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. A. CONTRACTOR SHALL INSTALL ACCESS DOORS FOR ALL COMPONENTS AS INDICATED ON THE HVAC AND REFLECTED CEILING PLANS AND IN ABSENCE OF DEFINED LOCATION, CONTRACTOR SHALL INSTALL ACCESS PANELS AS NECESSARY TO FURNISH REASONABLE AND SAFE ACCESS TO SERVICE ALL COMPONENTS OF EACH PIECE OF EQUIPMENT REQUIRING SERVICE. ASSUMED ACCESS SHALL BE BY A TECHNICIAN STANDING FIRMLY ON A LADDER. B. CONTRACTOR SHALL SUPPLY AND INSTALL ACCESS DOORS AS REQUIRED AT TOP OF ALL PLATFORM LI FTS C. CONTRACTOR SHALL SUPPLY AND INSTALL ACCESS DOOR AT FIREPLACE SHUT -OFF D. CONTRCTOR SHALL SUPPLY AND INSTALL ACCESS DOOR ABOVE EACH BUILT -IN CABINET TO HOUSE ILLUMINATORS PART 2- PRODUCTS 2.01 MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: A. ACUDOR, J. L. INDUSTRIES, INC., KARP ASSOCIATES INC., LARSEN'S MANUFACTURING CO., MILCOR LTD., NYSTROM BUILDING PRODUCTS CO. OR WILLIAM BROS. CORP. B. ACCESS PANELS SHALL BE FLUSH, NON - RATED, ACCESS DOORS WITH EXPOSED TRIM EXCEPT WHERE FIRE -RATED ACCESS PANELS ARE REQUIRED IN A RATED CEILING. PROVIDE FIRE -RATED ACCESS DOORS AND FRAMES IN LOCATIONS OF FIRE -RATED WALLS OR CEILINGS. FINISH TO BE PRIMED STEEL. 1. OPERATION SHALL BE FLUSH SCREWDRIVER GAM 2. FRAMES AND DOOR PANELS TO BE MINIMUM 16 GAUGE STEEL. PART 3- EXECUTION 3.01. INSTALLATION OF ACCESS DOORS SHALL COMPLY WITH MANUFACTURERS WRITTEN INSTRUCTIONS. END OF SECTION SECTION 08710 - DOOR HARDWARE PART 1- GENERAL 1.01 THIS SECTION INCLUDES FURNISHING AND INSTALLATION OF DOOR HARDWARE AT HOOD DOORS, METAL DOORS, METAL FRAMES AND ACCESS PANELS BY THE CONTRACTOR AS INDICATED ON THE DRAWINGS. A. INCLUDES INSTALLATION BY THE CONTRACTOR OF HARDWARE FURNISHED BY THE OWNER AS INDICATED ON THE DRAWINGS. 1.02 RECEIVING, STORAGE AND HANDLING OF FINISH DOOR HARDWARE PRODUCTS AT THE PROJECT SITE SHALL BE PERFORMED BY THE CONTRACTOR. 1.03 FIRE -RATED DOOR HARDWARE: DOOR HARDWARE THAT COMPLIES WITH NFPA 80 THAT ARE LISTED AND LABELED BY A TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, FOR FIRE PROTECTION RATINGS INDICATED. 1.04 REGULATORY REQUIREMENTS: A. HARDWARE FOR DOORS AND FRAMES SHALL COMPLY WITH AMERICANS WITH DISABILITIES ACT (ADA), "ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES" (ADAAG) AND REGULATIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. PART 2- PRODUCTS 2.01 DOOR HARDWARE SHALL BE AS INDICATED ON THE DRAWINGS. PART 3- EXECUTION 3.01 INSTALL EACH DOOR HARDWARE ITEM TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. A. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE ATTACHMENT SUBSTRATES AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS THAT ARE NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. 3.02 MOUNTING HEIGHTS: MOUNT DOOR HARDWARE UNITS AT HEIGHTS INDICATED IN DHI'S "RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE" UNLESS SPECIFICALLY INDICATED OR REQUIRED TO COMPLY WITH GOVERNING REGULATIONS. 3.03 ADJUST AND CHECK EACH OPERATING ITEM OF DOOR HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OR FUNCTION OF EVERY UNIT. ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING EQUIPMENT AND TO COMPLY WITH REFERENCED ACCESSIBILITY REQUIREMENTS. A. CLEAN OPERATING ITEMS AND ADJACENT SURFACES SOILED BY HARDWARE INSTALLATION. END OF SECTION SECTION 08800 - GLAZING PART I - GENERAL RE J FOR I.01 SUMMARY CODE Co RI. A. THIS SECTION INCLUDES GLAZING FOR THE FOLLOWING PRODUCTS D APPLCATON UD THOSE SPECIFIED IN OTHER SECTIONS WHERE GLAZING REQUIREMENT ' ARE SPECIFIEL4B.YED REFERENCE TO THIS SECTION: 1) DOORS. 2) STOREFRONT GLAZING 3) MIRRORS DEC 2 R 200 / City Of Tukwila 1.02 PERFORMANCE REQUIREMENTS 8 ILDING npir rna A. GENERAL: PROVIDE GLAZING SYSTEMS CAPABLE OF WITHSTANDING NORMAL TI ERN" t AND WIND AND IMPACT LOADS WITHOUT FAILURE, INCLUDING LOSS OR GLASS BREAKAGE ATTRIBUTABLE TO THE FOLLOWING: I) DEFECTIVE MANUFACTURE, FABRICATION AND INSTALLATION; FAILURE OF SEALANTS OR GASKETS TO REMAIN WATERTIGHT AND AIRTIGHT; DETERIORATION OF GLAZING MATERIALS; OR OTHER DEFECTS IN CONSTRUCTION. B. GLASS DESIGN: PROVIDE GLASS LITES IN THE THICKNESS DESIGNATIONS INDICATED FOR VARIOUS SIZE OPENINGS, BUT NOT LESS THAN THICKNESSES AND IN STRENGTHS (ANNEALED OR HEAT TREATED) REQUIRED TO MEET OR EXCEED THE FOLLOWING CRITERIA: 1) GLASS THICKNESSES: SELECT MINIMUM GLASS THICKNESSES TO COMPLY WITH ASTM E 1300, ACCORDING TO THE FOLLOWING REQUIREMENTS: a) DESIGN WIND LOADS: DETERMINE DESIGN WIND LOADS APPLICABLE TO PROJECT FROM BASIC WIND SPEED INDICATED IN MILES PER HOUR AT 33 FEET ABOVE GRADE ACCORDING TO ASCE 7, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ": SECTION 6.5, "METHOD 2- ANALYTICAL PROCEDURE, BASED ON GLASS PANEL HEIGHTS ABOVE GRADE INDICATED ON DRAWINGS. GLAZING TO WITHSTAND A MINIMUM OF 1 -1/2 TIMES THE DESIGN WIND LOADS FOR 114E LOCATION OF THIS PROJECT. C. THERMAL MOVEMENT: PROVIDE GLAZING THAT ALLOWS FOR THERMAL MOVEMENTS RESULTING FROM THE FOLLOWING MAXIMUM CHANGE (RANGE) IN AMBIENT AND SURFACE TEMPERATURES ACTING ON GLASS FRAMING MEMBERS AND GLAZING COMPONENTS. BASE ENGINEERING CALCULATION ON SURFACE TEMPERATURES OF MATERIALS DUE TO BOTH SOLAR HEAT GAIN AND NIGHTTIME -SKY HEAT LOSS. 1) TEMPERATURE CHANGE (RANGE): 120 DEG F. AMBIENT; 180 DEG F. MATERIAL SURFACES. D. SAFETY GLAZING PRODUCTS: COMPLY WITH TESTING REQUIREMENTS IN 16 CFR 1201. 1.03 SUBMITTALS A. PRODUCT DATA: FOR EACH GLASS PRODUCT AND GLAZING MATERIAL INDICATED. B. INSULATING UNIT WARRANTY. C. WEATHERTIGHT WARRANTY. D. MAINTENANCE DATA: CLEANING AND PROTECTION REQUIREMENTS. 1.04 DELIVERY, STORAGE AND HANDLING A. PROTECT GLAZING MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND AS NEEDED TO PREVENT DAMAGE TO GLASS AND GLAZING MATERIALS FROM CONDENSATION, TEMPERATURE CHANGES, DIRECT EXPOSURE TO SUN, OR OTHER CAUSES. 1.05 WARRANTY A. MANUFACTURER'S SPECIAL WARRANTY ON INSULATING GLASS: MANUFACTURER'S STANDARD FORM, MADE OUT TO OWNER AND SIGNED BY INSULATING GLASS MANUFACTURER AGREEING TO REPLACE INSULATING GLASS UNITS THAT DETERIORATE AS DEFINED BELOW AND WITHIN SPECIFIED WARRANTY PERIOD INDICATED BELOW: 1) DETERIORATION OF INSULATING GLASS: FAILURE OF HERMETIC SEAL UNDER NORMAL USE THAT IS ATTRIBUTED TO THE MANUFACTURING PROCESS AND NOT TO CAUSES OTHER THAN GLASS BREAKAGE AND PRACTICES FOR MAINTAINING AND CLEANING INSULATING GLASS CONTRARY TO MANUFACTURER'S WRITTEN INSTRUCTIONS. EVIDENCE OF FAILURE IS THE OBSTRUCTION OF VISION BY DUST, MOISTURE, OR FILM ON INTERIOR SURFACES OF GLASS. 2) WARRANTY PERIOD: FOR LABOR AND MATERIALS, 10 YEARS FORM DATE OF FINAL COMPLETEION. PART 2- PRODUCTS 2.01 MANUFACTURERS A. AFG INDUSTRIES, INC. B. GUARDIAN INDUSTRIES CORPORATION C. PPG INDUSTRIES, INC. D. BENDHEIM ('LITE RESTORATION' - TEMPERED) E. STARPHIRE RECEIVED CITY OF TUKWILA NOV 2 8 Zoo/ Ptr"NIL f CENTER 2.02 GLASS PRODUCTS A. LAMINATED GLASS - TEMPERED: ASTM C 1172, AND COMPLYING WITH OTHER REQUIREMENTS SPECIFIED AND WITH THE FOLLOWING: I) CONSISTING OF TWO (2) LITES OF ANNEALED FLOAT GLASS a) THICKNESS: 1/2 INCH FINISHED (2 LAYERS OF GLASS AND INTERLAYER). b) COLOR: CLEAR WITH NO TINTING. 2) INTERLAYER: POLYVINYL BUTYRAL WITH A PROVEN RECORD OF NO TENDENCY TO BUBBLE, DISCOLOR, OR LOSE PHYSICAL AND MECHANICAL PROPERTIES AFTER LAMINATING GLASS LITES AND INSTALLATION. a) THICKNESS: AS RECOMMENDED BY MANUFACTURER. b) COLOR: CLEAR WITH NO TINTING. c) VISIBLE LIGHT TRANSMITTANCE: HIGHEST TRANSMITTANCE POSSIBLE. 0 act a_ 3 Cl) z 0 u_ C-) w a ti 9 1 N T I- a W z J m r r CC I re zQ �wa X CC 1 . 1 . 1 co Oz Wa 1- -1 1 W 3-I 0 W W 0 CD CO r 62 O W J U 8729 ! REGISTERED 1 \ ARCHITECT ABFC500I7 SHEET A0.1B SPECIFICATIONS 2.03 GLASS TYPES A. STOREFRONT GLASS TO BE HORIZONTALLY TEMPERED. SIZE AND NUMBER OF PIECES AS 51-4OWN ON DRAWINGS. GLAZING CONTRACTOR TO PROVIDE AND INSTALL ALL GLAZING CHANNELS, CAULK, BLOCKING, ETC.., REQUIRED FOR COMPLETE INSTALLATION. B. ALL GLASS TO BE SET IN GLAZING, NO GASKETS UNLESS NOTED OTHERWISE - REFER TO THE STOREFRONT DETAIL DRAWINGS. C. ALL GLASS TO BE INSTALLED BY GLASS MANUFACTURER'S REQUIREMENTS AND PER STANDARDS AND GUIDELINES OF AAMA, FGMA, SIGMA, ASTM AND LOCAL CODES AND REGULATIONS. D. ALL TEMPERED GLASS 15 TO HAVE LABELING STATING 'TEMPERED' IN THE LOWER LEFT CORNER, WHEN VIEWED FROM THE OUTSIDE OF STORE, 1" ABOVE, AND I' OVER FOR THE WINDOW STOP OR FRAME FACING THE EXTERIOR SIDE OF THE STORE. 2.04 MIRRORS A. ALL SALES MIRRORS ARE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. LAVATORY MIRRORS TO BE 'BOBRICK' PRODUCT. REST ROOM DOOR MIRRORS SHALL BE 1/4' CLEAR PLATE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR WITH CONTINUOUS BRIGHT, BRUSHED ALUM. 5/8" J- CHANNEL TOP AND BOTTOM, SET IN MASTIC. ALL EDGES OF MIRRORS TO BE GROUND AND POLISHED TO CREATE A SLIGHTLY CURVED EDGE WITH A SMOOTH FINISH. EDGES TO BE CAULKED WITH CLEAR SILICONE, NO ROUGH EDGES ON MIRRORS WILL BE PERMITTED. I) J- CHANNEL: #XLD645P BY C.R. LAURENCE CO., LOS ANGELES, CA. 800- 421 -6144. 2.05 MISCELLANEOUS GLAZING MATERIALS A. GENERAL: PROVIDE PRODUCTS OF MATERIAL, SIZE AND SHAPE COMPLYING WITH REFERENCED GLAZING STANDARD, REQUIREMENTS OF MANUFACTUERS OF GLASS AND OTHER GLAZING MATERIALS FOR APPLICATION INDICATED. B. CLEANERS, PRIMERS, AND SEALERS: TYPES RECOMMENDED BY SEALANT OR GASKET MANUFACTURER. C. SPACERS: ELASTOMERIC BLOCKS OR CONTINUOUS WITH A SHORE, TYPE A DUROMETER HARDNESS REQUIRED BY GLASS MANUFACTURER TO MAINTAIN GLASS LITES IN PLACE FOR INSTALLATION. D. EDGE BLOCKS: ELASTOMERIC MATERIAL OF HARDNESS NEEDED TO LIMIT GLASS LATERAL MOVEMENT (SIDE WALKING). E. CYLINDRICAL GLAZING SEALANT BACKING: ASTM C 1330, TYPE 0 (OPEN -CELL MATERIAL), OF SIZE AND DENSITY TO CONTROL GLAZING SEALANT DEPTH AND OTHERWISE PRODUCE OPTIMUM GLAZING SEALANT PERFORMANCE. 2.06 FABRICATION OF GLAZING UNITS A. FABRICATED GLAZING UNITS IN SIZE REQUIRED TO GLAZE OPENINGS INDICATED FOR PROJECT, WITH EDGES AND FACE CLEARANCES, EDGE AND SURFACE CONDITIONS, AND BITE COMPLYING WITH WRITTEN INSTRUCTIONS OF PRODUCT MANUFACTURER AND REFERENCED GLAZING PUBLICATIONS, TO COMPLY WITH SYSTEM PERFORMANCE REQUIREMENTS. PART 3- EXECUTION 3.01 EXAMINATION A. EXAMINE FRAMING GLAZING, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH THE FOLLOWING: 1) MANUFACTURING AND INSTALLATION TOLERANCES, INCLUDING THOSE FOR SIZE, SQUARENESS, AND OFFSETS AT CORNERS. 2) PRESENCE AND FUNCTIONING OF WEEP SYSTEM. 3) MINIMUM REQUIRED FACE OR EDGE CLEARANCES. 4) EFFECTIVE SEALING BETWEEN JOINTS OF GLASS- FRAMING MEMBERS. B. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.02 PREPERATI CLEAN GLAZING CHANNELS AND OTHER FRAMING MEMBERS RECEIVING GLASS IMMEDIATELY BEFORE GLAZING. REMOVE COATINGS NOT FIRMLY BONDED TO SUBSTRATES. 3.03 GLAZING GENERAL A. COMPLY WITH COMBINED WRITTEN INSTRUCTIONS OF MANUFACTURERS OF GLASS, SEALANTS, AND OTHER GLAZING MATERIALS, UNLESS MORE STRINGENT REQUIREMENTS ARE INDICATED, INCLUDING THOSE IN REFERENCED GLAZING PUBLICATIONS. B. GLAZING CHANNEL DIMENSIONS, AS INDICATED ON DRAWINGS, PROVIDE NECESSARY BITE ON GLASS, MINIMUM EDGE AND FACE CLEARANCES, AND ADEQUATE SEALANT THICKNESSES, WITH REASONABLE TOLERANCES. C. PROTECT GLASS EDGES FROM DAMAGE DURING HANDLING AND INSTALLATION. REMOVE DAMAGED GLASS FROM PROJECT SITE AND LEGALLY DISPOSE OF OFF PROJECT SITE. 1) DAMAGED GLASS: GLASS WITH EDGE DAMAGE OR OTHER IMPERFECTIONS THAT, WHEN INSTALLED, COULD WEAKEN GLASS AND IMPAIR PERFORMANCE AND APPEARANCE. D. APPLY PRIMERS TO JOINT SURFACES WHERE REQUIRED FOR ADHESION OF SEALANTS, AS DETERMINED BY PRECONSTRUCTION SEALANT - SUBSTRATE TESTING. E. INSTALL SETTING BLOCKS IN SILL RABBETS, SIZED AND LOCATED TO COMPLY WITH REFERENCED GLAZING PUBLICATIONS, UNLESS OTHERWISE REQUIRED BY GLASS MANUFACTURER. SET BLOCKS IN THIN COURSE OF COMPATIBLE SEALANT SUITABLE FOR HEEL HEAD. F. DO NOT EXCEED EDGE PRESSURES STIPULATED BY GLASS MANUFACTURERS FOR INSTALLING GLASS LITES. G. PROVIDE SPACERS FOR GLASS LITES WHERE LENGTH PLUS WIDTH IS LARGER THAN 50 INCHES AS FOLLOWS: 1) LOCATE SPACERS DIRECTLY OPPOSITE EACH OTHER ON BOTH INSIDE AND OUTSIDE FACES OF GLASS. INSTALL CORRECT SIZE AND SPACING TO PRESERVE REQUIRED FACE TOLERANCES, UNLESS GASKETS AND GLAZING TAPE ARE USED THAT HAVE DEMONSTRATED ABILITY TO MAINTAIN REQUIRED FACE CLEARANCES AND TO COMPLY WITH SYSTEM PERFORMANCE REQU IREMENTS. H. PROVIDE EDGE BLOCKING WHERE INDICATED OR NEEDED TO PREVENT GLASS LITES FROM MOVING SIDEWAYS IN GLAZING CHANNEL, AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER AND ACCORDING TO REQUIREMENTS IN REFERENCED GLAZING PUBLICATIONS. 3.04 CLEANING AND PROTECTION A. PROTECT EXTERIOR GLASS FROM DAMAGE IMMEDIATLEY AFTER INSTALLATION BY ATTACHING CROSSED STREAMERS TO FRAMING HELD AWAY FROM GLASS. DO NOT APPLY MARKERS TO GLASS SURFACE. REMOVE NONPERMANENT LABELS, AND CLEAN SURFACES. B. PROTECT GLASS FROM CONTACT WITH CONTAMINATING SUBSTANCES RESULTING FROM CONSTRUCTION OPERATIONS, INCLUDING WELD SPLATTER. IF, DESPITE SUCH PROTECTION, CONTAMINATING SUBSTANCES DO COME INTO CONTACT WITH GLASS, REMOVE SUBSTANCES I MMEDIATELY AS RECOMMENDED BY GLASS MANUFACTURER. C. EXAMINE GLASS SURFACES ADJACENT TO OR BELOW CONCRETE AND OTHER MASONRY SURFACES AT FREQUENT INTERVELS DURING CONSTRUCTION, BUT NOT LESS THAN ONCE A MONTH, FOR BUILDUP OF DIRT, SCUM, ALKALINE DEPOSITS, OR STAINS; REMOVE AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER. D. REMOVE AND REPLACE GLASS THAT 15 BROKEN, CHIPPED, CRACKED, OR ABRADED OR THAT IS DAMAGED FROM NATURAL CAUSES, ACCIDENTS AND VANDALISM, DURING CONSTRUCTION. E. WASH GLASS ON BOTH EXPOSED SURFACES IN EACH AREA OF PROJECT NOT MORE THAN FOUR DAYS BEFORE DATE SCHEDULED FOR INSPECTIONS THAT ESTABLISH DATE OF FINAL COMPLETION. WASH GLASS AS RECOMMENDED IN WRITING BY GLASS MANUFACTURER. END OF SECTION DIVISION IX - FINISHES SECTION 09250 - DRYWALL FURRING PART I- GENERAL 1.01 SCOPE A. WORK UNDER THIS SECTION IS SUBJECT TO REQUIREMENTS OF CONTRACT CONDITIONS, DRAWINGS, AND OTHER CONTRACT DOCUMENTS. B. PROVIDE LABOR, MATERIAL, EQUIPMENT, AND INCIDENTALS AS REQUIRED TO FURNISH AND INSTALL THE FOLLOWING: 1) DRYWALL FURRING SYSTEM INCLUDING, BUT NOT NECESSARILY LIMITED TO, WIRE HANGERS, FASTENERS, MAIN RUNNERS, CROSS TEES, AND WALL ANGLE MOLDINGS. 2) ADDITIONAL OR LARGER SIZE WIRES, AS REQUIRED TO PROPERLY SUPPORT LIGHTING FIXTURES, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL WORK INSTALLER UNDER DIVISION 16 - ELECTRICAL. C. COORDINATION: COORDINATE DRYWALL FURRING WORK WITH INSTALLERS OF RELATED WORK INCLUDING, BUT NOT NECESSARILY LIMITED TO, ACOUSTICAL CEILINGS, BUILDING INSULATION, GYPSUM DRYWALL, MECHANICAL SYSTEMS, AND ELECTRICAL SYSTEMS, 1.02 QUALITY ASSURANCE A. SINGLE SOURCE RESPONSIBILITY: TO ENSURE PROPER INTERFACE ALL DRYWALL FURRING COMPONENTS SHALL BE PRODUCED OR SUPPLIED BY A SINGLE MANUFACTURER. MATERIALS SUPPLIED BY MORE 11-IAN ONE MANUFACTURER ARE NOT PERMISSIBLE. 1.03 DELIVERY, STORAGE, AND HANDLING A. DELIVER MATERIALS IN MANUFACTURER'S UNOPENED PACKAGES; SUITABLY STORE TO PROTECT AGAINST EXPOSURE TO MOISTURE, SUNLIGHT, SURFACE CONTAMINATION, AND OTHER UNACCEPTABLE CONDITIONS. PART 2- PRODUCTS 2.01 MATERIALS A. ALL SUSPENSION SYSTEM COMPONENTS SHALL BE MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, INC. , OR APPROVED EQUAL, AND INSTALLED IN ACCORDANCE WITH RECOMMENDED INSTALLATION PRACTICES. B. ALL ACCESSORY COMPONENTS FROM OTHER MANUFACTURERS SHALL CONFORM TO A5T1 STANDARDS AND BE INSTALLED IN ACCORDANCE WITH RECOMMENDED INSTALLATION PRACTICES. 2..02 MECHANICAL AND ELECTRICAL WORK A, ALL WORK ABOVE THE CEILING LINE SHOULD BE COMPLETED PRIOR TO INSTALLING THE DRYWALL SHEET GOODS. 2.03 INTERIOR OR EXTERIOR APPLICATIONS A. THE ARMSTRONG DRYWALL FURRING SYSTEM CAN BE INSTALLED IN INTERIOR OR EXTERIOR APPLICATIONS. B. MAIN BEAM SHALL BE HEAVY -DUTY, DOUBLE -WEB STEEL CONSTRUCTION (MINIMUM .0179" PRIOR TO PROTECTIVE COATING PER ASTM C645), HOT DIPPED GALVANIZED (MINIMUM GAO PER ASTM C 645), 1 -I /2" WEB, RECTANGULAR TOP BULB AND PRE- FINISHED 15/16" FLANGE (#14D8901) OR 1 -1/2" FLANGE(#14D8906). FIRE -RATED MAIN BEAM SHALL BE FORMED TO INCLUDE INTEGRAL SPLICE FOR EXPANSION RELIEF. WEB IS TO BE FORMED TO RECEIVE OVERRIDE CROSS TEE. C. PRIMARY FURRING CROSS TEES SHALL BE DOUBLE -WEB STEEL CONSTRUCTION (MINIMUM .0179' PRIOR TO PROTECTIVE COATING PER ASTM C 645), HOT DIPPED GALVANIZED (MINIMUM G40 PER ASTM C 645), WEB HEIGHT 1 -I/2" WITH RECTANGULAR BULB AND PRE - FINISHED 1 1/2" KNURLED FLANGE ( #XL8945). D. SECONDARY FRAMING CROSS TEES FOR FIXTURES SHALL BE DOUBLE WEE STEEL CONSTRUCTION (MINIMUM .0179 PRIOR TO PROTECTIVE COATING PER ASTM C645), HOT DIPPED GALVANIZED, FIRE RATED, WEB 14EIGHT 1 -1/2' RECTANGULAR BULB AND 15/16 FLANGE ( #XL834I). E. HAT FURRING CHANNEL 48" X 1 3/8' X 7/8 ", 140T DIPPED GALVANIZED STEEL (MINIMUM G40 PER ASTM C 645) COMPATIBLE WITH 14D8901 AND 1-D8906 (MAIN BEAMS), ITEM #14D8140. F. WALL MOLDING SHALL BE HOT DIPPED GALVANIZED, HEMMED ANGLE MOLDING, I -1/4" HEIGHT WITH 1 1 /4" FLANGE (#1-ID7859) OR UNHEMMED CHANNEL MOLDING 3/4" X 1 9/16" X 11/4" (#7838). G. CEILING HANGER WIRE SHALL BE NO. 12 GAUGE 14ANGER WIRE ( #7891), GALVANIZED. HANGER WIRE PULL OUT EXCEED 500 LBS. H. SCREWS MEETING ASTM C1002 FOR WALL BOARD APPLICATION SHALL BE BUGLE MEAD SCREWS IN ACCORDANCE WITH THICKNESS OF MATERIAL USED. 2.04 STRUCTURAL CLASSIFICATION A. ALL MAIN BEAMS SHALL CONFORM TO ASTM C 635$ HEAVY -DUTY CLASSIFICATION. 2.06 QUALITY CRITERIA A. DEFLECTION OF FASTENING SUSPENSION SYSTEM SUPPORTING LIGHT FIXTURES, CEILING GRILLES, ACCESS DOORS, VERTICALS AND HORIZONTAL LOADS SHALL HAVE A MAXIMUM DEFLECTION OF 1/360 OF SPAN. 2.06 FOR FIRE RESISTIVE RATING APPLICATIONS IN ACCORDANCE WITH UL DESIGN ( ). REFERENCE UL TEST NUMBERS. A. CLASSIFICATION CAN REQUIRE WIRES TO BE CLOSER TOGETHER FOR ADDITIONAL LOADING WHEN USED TO SUPPORT DOUBLE LAYER GYPSUM, VERTICALS, SLOPES, DOMES, HALF BARRELS, CIRCLES, SOFFITS, CANOPIES, AND STEP CONDITIONS WHICH CALL FOR LOADING OR UNUSUAL DESIGNS AND SHAPES IN DRYWALL CONSTRUCTION. USING CROSS TEES IN THE CONSTRUCTION OF CIRCLES, BARRELS, ETC. IS COMMON IN ORDER TO HOLD THE RADIUS. PART 3- INSTALLATION 3.01 INSTALL PER ASTM C -636 3.02 TO SECURE TO METAL CLIPS, CONCRETE INSERTS, STEEL BAR JOIST OR STEEL DECK, USE POWDER ACTUATED FASTENER, OR INSERT. COORDINATE PLACEMENT FOR NO. 12 GAUGE HANGER WIRE, 4' O.C. IN B011 -I DIRECTIONS. DRYWALL STANDARD CALLS FOR 9 GAUGE WIRE. IT ALLOWS 12 GAUGE ONLY WHEN IT SUPPORTS NO MORE THAN 9 SQUARE FEET, WHICH WOULD REQUIRE WIRE PLACEMENT EVERY TWO FEET ALONG THE MAINS. 3.03 USE NO. 12 GAUGE HANGER WIRE (#7891) 4' O.C. IN ALL DIRECTIONS EXCEPT WHEN LOAD INCREASES AND THEN CHANGE WIRE LOCATIONS TO 3' OR 2' D.C. TO SUPPORT ADDITIONAL WADING REQUIREMENTS. PROVIDE EXTRA WIRE AT LIGHT FIXTURES, GRILLES, ACCESS DOORS WHERE NECESSARY. PIGTAIL KNOT WITH THREE (3) TIES TOP AND BOTTOM PER ASTM C 636, 3.04 ADD ADDITIONAL WIRE AS NEEDED WHEN USING THE FOLLOWING CLIPS: MAIN BEAM ADAPTER CLIP (# MBAC); DRYWALL ANGLE CLIPS (# DW3OC, D1N45C,DW60C, DW90C); DRYWALL FURRING 51-IDES 0DF51516, 175150); DRYWALL CLIP ( #DWG); DIRECT LOAD CEILING CLIP ( #DLCC). 3.05 CONTROL JOINTS: ROLL FORMED ZINC ALLOY, ALUMINUM, OR PLASTIC AS REQUIRED FOR EXPANSION AND CONTRACTION AS SHOWN ON DRAWINGS. TYPICALLY INSTALLED ON MODULES OF 30' OR LESS, DEPENDING UPON THE SHAPE OF THE CEILING. 3.06 EXPANSION JOINTS: ROLL - FORMED ZINC ALLOY OR PLASTIC TRIM MECHANISM EVERY 50 TO 100 LINEAL FEET AT MODULE TERMINATIONS. 3.07 MAIN BEAMS SHALL BE SUSPENDED FROM THE OVERHEAD CONSTRUCTION WITH #12 GAUGE HANGER WIRE, SPACED 48" O.C. ALONG THE LENGTH OF THE MAIN BEAMS. 3.08 INSTALL CROSS TEES WITH BOARD AS FOLLOWS: 3.09 USE CHANNEL MOLDING (#7838) OR ANGLE MOLDING (#14D7 59) TO INTERFACE WITH DRYWALL FURRING SYSTEM TO OBTAIN DROP SOFFITS, VERTICALS, SLOPES, ETC. 3.10 TO SUSPEND A SECOND CEILING BENEATH A NEW OR EXISTING DRYWALL CEILING, WITHOUT BREACHING THE INTEGRITY OF THE UPPER CEILING, USE THE DRYWALL CLIP ( #DWC). TO FORM A TRANSITION FROM A DRYWALL CEILING TO AN ACOUSTICAL CEILING, USE THE DRYWALL TRANSITION CLIPS ( #D1450 - FOR 1/2" DRYWALL OR #D1/458 - FOR 5/8' DRYWALL) WHICH ALLOWS THE USE OF THE GRID AS NE TRANSITIONAL TRIM. 3.11 FOR TYPE G FIXTURES, USE A SECONDARY FRAMING 48" CROSS TEE ( #XL8341). FOR TYPE F FIXTURES, USE A SECONDARY FRAMING %" CROSS TEE WITH AN ADDITIONAL LOAD WIRE AT THE MIDPOINT ( #XL7380) OR 49" FRAMING TEE (XL7949). 3.12 INTERIOR APPLICATIONS A. INSTALL I -1/2" MAIN BEAM (#4-D8906) 4' O.C. ROUTS SPACED 8" O.C. TO RECEIVE CROSS TEES AT 8 ", 16" OR 24 D.C. B. INSTALL 4' CROSS TEES AT 24" O.G. WHEN POINT LOADING (VERTICAL), ADD HANGER WIRE AT MID -SPAN OF 48' CROSS TEE AS NEEDED. 3.13 RADIUS APPLICATIONS A. INSTALL I -I /2' MAIN BEAM (#14D8906) .4' D.C. ROUTS SPACED 8" O.C. TO RECEIVE CROSS TEES 8 ", 16" OR 24" O.C. 1) DETERMINE 114E BOW OR CAMBER (CONVEX OR CONCAVE) IN A MAIN RUNNER. 2) ESTABLISH A JIG OR PATTERN ON A FLAT SURFACE; MARK LOCATIONS TO CUT MAIN BEAM; AND USE A PAN HEAD SCREW TO FASTEN A RADIUS CLIP ( #RC1) FLAT TO NE WEB BETWEEN THE BULB AND NE FLANGE. 3) CONCAVE OR CONVEX BARRELS REQUIRE A VERTICAL BRACE AT THE MID -SPAN. B. INSTALL CROSS TEES AT 8" O.C. FOR 10' RADIUS AND 16" O.C. FOR GREATER THAN 15' RADIUS, OR AS SPECIFIED BY THE DRYWALL MANUFACTURER. END OF SECTION SECTION 09260 - GYPSUM DRYWALL PART 1- GENERAL 1.01 THIS SECTION INCLUDES INTERIOR GYPSUM WALLBOARD AND NON -LOAD BEARING STEEL FRAMING. I.02 FIRE RATED ASSEMBLIES: FOR GYPSUM BOARD ASSEMBLIES WITH FIRE RESISTANCE RATINGS, PROVIDE MATERIALS AND CONSTRUCTION IDENTICAL TO THOSE TESTED IN ASSEMBLY INDICATED ACCORDING TO ASTM E119 BY A TESTING AND INSPECTION AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. PART 2- PRODUCTS 2.01 STEEL SUSPENDED CEILING AND SOFFIT FRAMING: COMPLY WITH ASTM C 754 FOR CONDITIONS INDICATED. TIE WIRE - ASTM A 641A A641M, CLASS 1, ZINC COATED, SOFT TEMPER, 0.0625 -INCH DIAMETER WIRE OR DOUBLE STRAND OF .0475 INCH DIAMETER WIRE. A. CARRYING CHANNELS: COLD ROLLED, COMMERCIAL STEEL SHEET WITH A BASE THICKNESS OF 0.0538 INCH, A MINIMUM OF 1/2 INCH WIDE FLANGE WITH MANUFACTURER'S STANDARD CORROSION RESISTANT ZINC COATING. DEPTH: 11/2 INCH, UNLESS OTHERWISE INDICATED. B. FURRING CHANNELS: HAT SHAPED, RIGID FURRING CHANNELS COMPLYING WITH ASTM C645, 7/8 INCH DEEP. MINIMUM BASE METAL THICKNESS 0.312 INCH, UNLESS OTHERWISE INDICATED. 2.02 STEEL PARTITION AND SOFFIT FRAMING: COMPLY WITH ASTM C75.4 FOR CONDITIONS INDICATED. A. STEEL STUDS AND RUNNERS: ASTM C645. MINIMUM BASE METAL THICKNESS 0.0179 INCH, UNLESS OTHERWISE INDICATED. DEPTH SHALL BE 3 5/8 INCH UNLESS OTHERWISE INDICATED. I) PROVIDE STUDS AND RUNNERS OF 0.312 -INCH THICKNESS FOR SUPPORT OF WALL SHELVING STANDARDS AT NON -SALES ROOMS AS INDICATED ON NE DRAWINGS. B. COLD ROLLED STEEL CHANNEL BRIDGING: 0.0538 INCH THICK, WITH MINIMUM 1/2 INCH WIDE FLANGE 2.03. INTERIOR GYPSUM WALLBOARD: ASTM C36, TYPE 'X', 5/8 INCH, 1/4 INCH AND 3/8 INCH THICKNESS WITH TAPERED AND FEATURED EDGES FOR PRE - FILLING. PROVIDE IN MAXIMUM LENGTHS AND WIDTHS AVAILABLE NAT WILL MINIMIZE JOINTS IN EACH AREA AND CORRESPOND WITH SUPPORT SYSTEM INDICATED. USG OR GOLD BOND. A. WATER RESISTANT GYPSUM BACKING BOARD: ASTM C630 /C 630 M. 5/8 INCH THICKNESS WITH REGULAR CORE OR TYPE 'X', WHERE REQUIRED TO MEET FIRE RESISTANCE RATINGS. 2.04 TRIM ACCESSORIES: INTERIOR TRIMS ASTM C1047. GALVANIZED OR ALUMINUM COATED STEEL SHEET. PART 3- EXECUTION 3.01 INSTALLATION OF STEEL FRAMING SHALL COMPLY WITH ASTM 0754 AND 0840 REQUIREMENTS THAT APPLY TO FRAMING INSTALLATION. INSTALL SUPPLEMENTARY FRAMING, BLOCKING AND BRACING AT TERMINATIONS IN GYPSUM BOARD ASSEMBLIES TO SUPPORT FIXTURES, HEAVY TRIM, GRAB BARS, TOILET ACCESSORIES, MILLWORK OR SIMILAR CONSTRUCTION. COMPLY WITH DETAILS INDICATED AND WITH GYPSUM BOARD MANUFACTURER'S WRITTEN RECOMMENDATIONS. A. ISOLATE STEEL FRAMING FROM BUILDING STRUCTURE AT LOCATIONS REQUIRED TO PREVENT TRANSFER OF LOADING IMPOSED BY STRUCTURAL MOVEMENT. B. DO NOT BRIDGE BUILDING CONTROL OR EXPANSION JOINTS WITH STEEL FRAMING OR FURRING MEMBERS. FRAME BOTH SIDES OF JOINTS INDEPENDENTLY. 3.02 INSTALLATION OF STEEL SUSPENDED CEILING FRAMING: SUSPEND CEILING HANGERS PLUMB AND FREE FROM CONTACT WITH OBJECTS WITHIN NE CEILING PLENUM. SPLAY HANGERS ONLY WHERE REQUIRED TO M 15 OBSTRUCTIONS. SECURE WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO OTHER DEVICES NAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE. DO NOT ANCHOR TO STEEL DECKING. A. INSTALL SUSPENDED STEEL FRAMING COMPONENTS IN SIZES AND SPACING INDICATED, BUT NOT LESS THAN STANDARDS LISTED: I) WIRE HANGERS: 48 INCHES D.G. 2) CARRYING CHANNELS: 48 INCHES D.C. 3) FURRING CHANNELS: 16 INCHES O.C. 3.03 INSTALLATION OF STEEL PARTITION AND SOFFIT FRAMING: INSTALL TRACKS AT FLOORS, CEILINGS AND STRUCTURAL WALLS WHERE GYPSUM BOARD ASSEMBLIES ABUT OTHER CONSTRUCTION. EXTEND PARTITION FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE CEILINGS EXCEPT WHERE OTHERWISE INDICATED. CONTINUE FRAMING OVER DOORS AND OPENINGS AND FRAME AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILINGS TO PROVIDE SUPPORT FOR GYPSUM BOARD. A. INSTALL STEEL STUDS AT 16 INCHES 0. C. UNLESS OTHERWISE INDICATED. B. FRAME DOOR OPENINGS TO COMPLY WITH GA 600 AND GYPSUM BOARD MANUFACTURER'S APPLICABLE WRITTEN RECOMMENDATIONS. SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAME. INSTALL TWO 0.0312 -INCH THICK STUDS AT EACH JAMB. 3.04 APPLYING AND FINISHING GYPSUM BOARD PANELS: COMPLY WITH ASTM C840 AND GA 216 APPLICATION AND FINISHING STANDARDS. A. INSTALL CEILING BOARD PANELS ACROSS FRAMING TO MINIMIZE THE NUMBER OF ABUTTING END JOINTS AND TO AVOID ABUTTING END JOINTS IN CENTRAL AREAS OF CEILINGS. BUTT PANELS TOGETHER FOR LIGHT CONTACT AT EDGES OF ADJACENT PANELS. LOCATE JOINTS OVER SUPPORTS. SPACE FASTENERS IN GYPSUM PANELS ACCORDING TO REFERENCED STANDARDS AND MANUFACTURER'S WRITTEN RECOMMENDATIONS. B. INSTALL TRIM AT CORNERS, END BEADS, REVEALS AND SIMILAR CONDITIONS. 3.05 FINISHING GYPSUM BOARD ASSEMBLIES: TREAT GYPSUM BOARD JOINTS, INTERIOR ANGLES, EDGE TRIM, CONTROL JOINTS, PENETRATIONS, FASTENER HEADS, SURFACE DEFECTS AND ELSEWHERE AS REQUIRED TO PREPARE GYPSUM BOARD SURFACES FOR DECORATION. APPLY JOINT TAPE OVER JOINTS EXCEPT THOSE WITH TRIM WAVING FLANGES NOT INTENDED FOR TAPE. A. FINISH PANELS IN ACCORDANCE WITH ASTM C 840 FOR LOCATIONS INDICATED: 1) LEVEL 1: EMBED TAPE AT JOINTS IN CEILING PLENUM AREAS, CONCEALED AREAS AND WHERE INDICATED, UNLESS A HIGHER LEVEL OF FINISH IS REQUIRED FOR FIRE RESISTANCE RATED ASSEMBLIES. 2) LEVEL 4: EMBED TAPE AND APPLY SEPARATE FIRST, FILL AND FINISH COATS OF JOINT COMPOUND TO TAPE AND FASTENERS AND TRIM FLANGES. 3) LEVEL 5: EMBED TAPE AND APPLY SEPARATE FIRST, FILL AND FINISH COATS OF JOINT COMPOUND TO TAPE, FASTENERS AND TRIM FLANGES, AND APPLY SKIM COAT OF JOINT COMPOUND OVER SURFACE. END OF SECTION SECTION 09310 - CERAMIC TILE PART I - GENERAL 1.01 THIS SECTION INCLUDES INSTALLATION OF CERAMIC TILE SUPPLIED BY OWNER. CONTRACTOR SHALL PROVIDE ALL MORTAR, GROUT, SEALER AND ACCESSORIES REQUIRED. SALES AREA TILE PROVIDED BY OWNER, NONSALES AREA TILE PROVIDED BY G.C. SALES AREA SUBFLOOR PROVIDED BY G.G. 1.02 UNLOADING, RECEIVING, STORAGE AND HANDLING OF CERAMIC TILE AT NE PROJECT SITE SHALL BE PERFORMED BY NE CONTRACTOR. PART 2 - PRODUCTS 2.01 RESTROOM TILE A. LATEX PORTAND CEMENT MORTAR (THIN SET): B. GROUT SHALL BE BOSTIK STANDARD SERIES "HYDROMENT" DRY TILE GROUT (UNSANDED). COLOR "WHITE" #14I52 (800) 726 -7845. C. WATERPROOF MEMBRANE (IF REQUIRED): LATICRETE #9235 WATERPROOF MEMBRANE - INTERIOR USE AT WET AREAS D. GROUT SEALER (RESTROOM TILE): SEALER'S CI.OICE 15 GOLD - AQUAMIX INC. (562) 946 -6877 PART 3 - EXECUTION 3.01 EXAMINE SUBSTRATES, AREAS AND CONDITIONS WHERE TILE WILL BE INSTALLED FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. A. INSTALL CERAMIC TILE AND GROUT USING SPACING AS INDICATED ON NE DRAWINGS. B. THE CERAMIC TILE IS PROVIDED IN SHEETS WITH A PATTERN. TILE SHALL Be INSTALLED TO MEET OWNER'S CRITERIA. 3.2 ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A 108 SERIES "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE' THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO METHODS INDICATED. COMPLY WITH TCA'S "HANDBOOK FOR CERAMIC TILE INSTALLATION" METHODS INDICATED. A. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT INTERRUPTIONS, UNLESS OTHERWISE INDICATED. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. B. GROUT TILE TO COMPLY WITH ANSI A108.10 (SAND - PORTLAND CEMENT GROUT) 3.3 FLOOR TILE INSTALLATION: A. INTERIOR FLOOR TILE: TCA F 113 AND ANSI A 108.5, INSTALLATION ON CONCRETE, THIN SET MORTAR. 1. THIN SET MORTAR: PORTLAND CEMENT MORTAR. 2. GROUT: SAND PORTLAND CEMENT. 3.4 CLEANING AND PROTECTION: ON COMPLETION OF PLACEMENT AND GROUTING, CLEAN ALL CERAMIC TILE SURFACES 50 THEY ARE FREE OF FOREIGN MATTER. REMOVE GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE. CLEAN GROUT SMEARS AND HAZE FROM TILE ACCORDING TO TILE AND GROUT MANUFACTURER'S RECOMMENDATIONS. SECTION 09511 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.01 INCLUDES NON -SALES AREAS ACOUSTICAL PANEL CEILING SYSTEMS PROVIDED BY CONTRACTOR INCLUDING PANELS AND SUSPENSION SYSTEMS. PART 2 - PRODUCTS 2.01 NON -SALES ACOUSTICAL PANEL CEILING SYSTEMS: A. ARMSTRONG 24' X 48" NON - DIRECTIONAL FISSURED PANELS, SQUARE EDGE. TILE TO BE WHITE. B. SUSPENSION SYSTEM SHALL BE WIDE FACED, DOUBLE WEB, STEEL SUSPENSION SYSTEM WITH ALUMINUM CAP. STRUCTURAL CLASSIFICATION TO BE INTERMEDIATE DUTY SYSTEM. NON - FIRE - RESISTANT -RATED SYSTEM. WHITE FINISH. 2.02 METAL SUSPENSION SYSTEMS: PROVIDE MANUFACTURER'S STANDARD DIRECT -HUNG METAL SUSPENSION SYSTEMS OF TYPES, STRUCTURAL CLASSIFICATIONS, AND FINISHES INDICATED THAT COMPLY WITH APPLICABLE REQUIREMENTS OF ASTM C 635. A. ATTACHMENT DEVICES: SIZE FOR FIVE (5) TIMES THE DESIGN LOAD INDICATED IN ASTM C635, TABLE 1, 'DIRECT - HUNG', UNLESS OTHERWISE INDICATED. B. WIRE HANGERS, BRACES AND TIES: ZINC COATED CARBON STEEL WIRE, ASTM A641 /A 64IM, CLASS 1, ZINC COATING, SOFT TEMPER. SELECT WIRE DIAMETER 50 ITS STRESS AT THREE TIMES HANGER DESIGN LOAD WILL BE LESS THAN YIELD STRENGTH OF WIRE, BUT NOT LESS THAN 0.1% INCH DIAMETER WIRE. PART 3 - EXECUTION 3.01 MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF CEILING AREAS. AVOID USING LESS THAN HALF WIDTH PANELS AT BORDERS AND COMPLY WITH LAYOUTS SHOWN ON REFLECTED CEILING PLANS. 3.02 INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH ASTM C 636 PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S 'CEILING SYSTEMS HANDBOOK'. A. INSTALL HANGERS PLUMB AND FREE FROM CONTACT WITH OBJECTS WITHIN THE CEILING PLENUM. SPLAY HANGERS ONLY WHERE REQUIRED TO MISS OBSTRUCTIONS. B. SECURE WIRE HANGERS TO CEILING SUSPENSION SYSTEM AND TO SUPPORTS ABOVE WITH A MINIMUM OF THREE TIGHT TURNS. CONNECT HANGERS DIRECTLY TO EITHER STRUCTURES OR TO INSERTS OR OTHER DEVICES THAT ARE SECURE AND APPROPRIATE FOR SUBSTRATE. DO NOT ANCHOR TO METAL DECK OR DECK TABS. C. SPACE HANGERS NOT MORE THAN 48 INCHES O.C. ALONG EACH MEMBER SUPPORTED DIRECTLY FROM HANGERS. PROVIDE HANGERS NOT MORE THAN 8 INCHES FROM ENDS OF EACH MEMBER. D. INSTALL SUSPENSION SYSTEMS RUNNERS SO THEY ARE SQUARE AND SECURELY INTERLOCKED WITH ONE ANOTHER. REMOVE AND REPLACE DENTED, BENT OR KINKED MEMBERS. E. INSTALL ACOUSTICAL PANELS WITH UNDAMAGED EDGES AND FIT ACCURATELY INTO SUSPENSION SYSTEM RUNNERS AND EDGE MOLDINGS. SCRIBE AND CUT PANELS AT BORDERS AND PENETRATIONS TO PROVIDE A NEAT, PRECISE FIT. F. FOR REVEAL EDGE PANELS ON SUSPENSION SYSTEMS, INSTALL WITH PANELS IN FIRM CONTACT WITH FLANGES. G. CONTRACTOR 15 RESPONSIBLE FOR ALL CEILING PANEL TOUCH UP WORK. SECTION 09640 - WOOD FLOORING PART I - GENERAL 1.01 TH15 SECTION INCLUDES FINISH WOOD FLOORING AT SALES ROOMS AS INDICATED, FURNISHED AND INSTALLED BY THE OWNER. REFER TO CONSTRUCTION DRAWINGS FOR LOCATIONS AS INDICATED. 1.02 INCLUDES FLOOR PREPARATION BY NE GENERAL CONTRACTOR. 1.03 WOOD FLOORING AT ROOMS AS INDICATED, WILL BE INSTALLED OVER RAISED METAL DECKING. REFER TO STRUCTURAL DRAWINGS. PART 2 - PRODUCTS 2.01 PRE - FINISHED WOOD FLOORING IN SALES ROOMS TO BE 3/4 THICK X 6' WIDE TONGUE AND GROOVE RIFT WHITE OAK PLANKS WITH BEVELED EDGE 2.02 PRE - FINISHED WOOD FLOORING AT PORCH TO BE 3/4' THICK X 5 1/2' WIDE RIFT WHITE OAK PLANKS 2.03 SUB - FLOORING SHALL BE CDX, EXTERIOR GRADE PLYWOOD, I /2' OR 3/4" THICKNESS (SEE DETAILS)- USE F.R.T PLYWOOD WHEN REQUIRED BY CODE 2.04 WOOD SLEEPERS (WHERE APPLICABLE) AS SPECIFIED IN DIVISION 6 SECTION, 'ROUGH CARPENTRY' PART 3 - EXECUTION 3.01 EXAMINATION A. EXAMINE SUBSTRATE (PLYWOOD SHEATHING OVER METAL DECKING) AREAS AND CONDITIONS, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES AND OTHER CONDITIONS AFFECTING PERFORMANCE. 1. VERIFY THAT SUBSTRATES COMPLY WITH TOLERANCES AND OTHER REQUIREMENTS SPECIFIED IN OTHER SECTIONS. 2. FOR ADHESIVE APPLIED WOOD FLOORING, VERIFY THAT SUBSTRATES ARE FREE OF CRACKS, RIDGES, DEPRESSIONS AND DEBRIS THAT MIGHT INTERFERE WITH ADHESION OF RESILIENT PRODUCTS. 3.02 PREPARATION A. BROOM OR VACUUM CLEAN SUBSTRATES TO BE COVERED IMMEDIATELY BEFORE PRODUCT INSTALLATION. AFTER CLEANING, EXAMINE SUBSTRATES FOR MOISTURE OR DUST. PROCEED WITH INSTALLATION ONLY AFTER CONDITIONS HAVE BEEN CORRECTED. 3.03 SUB -FLOOR INSTALLATION: INSTALL SUB -FLOOR MATERIAL ON RAISED METAL DECKING (REFER TO CONSTRUCTION DRAWINGS), PLYWOOD IS TO BE DRY, NOT WARPED, OR HEAVILY SOILED. SUB -FLOOR SHALL NOT EXCEED 6% MOISTURE CONTENT. A, INSTALL SUB- FLOORING WITH SCREWS TO METAL DECK. SPACE FASTENERS AT 24 INCHES 0. C. AT THE PERIMETER AND THROUGH THE CENTER OF THE PANELS. B. SAND FLUSH ANY SUB - FLOORING SHEETS THAT MAY WARP OR CUP AFTER INSTALLATION. CLEAN ALL JOINT GAPS OF DUST AND DUCT TAPE ALL JOINTS TO PREVENT DUST BUILDUP IN GAPS BEFORE AND DURING THE INSTALLATION OF WOOD FLOORING. C. G.C. SHALL PAINT ENTIRE SUBFLOORING ASSEMBLY BELOW FINISHED PORCH FLOORING WITH FLAT BLACK PAINT 3.04 FINISH FLOORING INSTALLATION (BY OWNER): WOOD FLOORING SHALL BE INSTALLED USING 1 1/2" FASTENERS 4 ADHESIVE OVER SUBFLOORING OVER METAL DECKING. FLOORING SHALL BE NAILED /FASTENED EVERY 6 INCHES AND 2 INCHES FROM EACH BOARD END. A. INSTALL PREFINISHED WOOD PLANKS WITH 'DIRECTIONALISM' AS INDICATED ON CONSTRUCTION DOCUMENTS AND COORDINATE ORIENTATION WITH OWNER'S CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT Of WORK 3.05 PROTECTION A. FLOORING PROTECTION: AFTER FINAL CLEANING IS COMPLETE AND PAINT IS DRIED AS SPECIFIED, OWNER TO FURNISH AND INSTALL ROSIN HOMEWRAP TO COVER THE ENTIRE SALES AREA. ON TOP OF THE ROSIN PAPER, THE G.C. IS TO FURNISH AND INSTALL 1/4 INCH THICK, 48 INCH BY 96 INCH SHEETS OF HARDBOARD AISLE WAYS THROUGHOUT THE ENTIRE SALES AREA FROM THE ENTRANCE VESTIBULE BACK TO THE STOCK ROOM DOOR. TAPE SHEETS TO EACH OTHER "ONLY ", NOT TO THE FLOOR. G.G. IS RESPONSIBLE FOR MAINTAINING THE FLOOR PROTECTION DURING THE CONSTRUCTION PROCESS. G.C. TO REMOVE TYVEK AND HARDBOARD FOR PUNCH AND RE- INSTALL AFTER FINAL FLOOR FINISHING IS COMPLETED. G.C. TO REMOVE HARDBOARD AND ROSIN THE NIGHT BEFORE THE STORE OPENING FOR BUSINESS FOR FINAL STORE CLEANING. 1. DO NOT MOVE HEAVY AND SHARP OBJECTS OVER TYVEK COVERED WOOD FLOORING. PROTECT FLOORING WITH HARDBOARD WHEN NECESSARY TO PREVENT DAMAGE FROM STORING OR MOVING OBJECTS OVER FLOORING. SECTION 09651 - VINYL RESILIENT FLOOR TILE PART I - GENERAL 1.01 THIS SECTION INCLUDES VINYL COMPOSITION TILE (VCT) AND RESILIENT BASE MATERIALS FURNISHED AND INSTALLED BY THE CONTRACTOR. PART 2 PRODUCTS 2.01. REFER TO FINISH SCHEDULE 2.02 TROWELABLE LEVELING AND PATCHING COMPOUNDS: LATEX MODIFIED, PORTLAND CEMENT BASED OR BLENDED FORMULATION PROVIDED OR APPROVED BY THE RESILIENT PRODUCT MANUFACTURER FOR APPLICATIONS INDICATED. 2.03 ADHESIVES: WATER RESISTANT TYPE RECOMMENDED BY THE MANUFACTURER. PART 3- EXECUTION 3.01 CONCRETE SUBSTRATES: VERIFY THAT SUBSTRATES ARE DRY AND FREE OF CURING COMPOUNDS, SEALERS AND HARDENERS. TESTS SLABS FOR MOISTURE CONTENT AND PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATES PASS TESTING AND REQUIREMENTS OF THE MANUFACTURER. REMOVE SUBSTRATE COATINGS AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH ADHESIVES AND THAT CONTAIN SOAP, WAX, OR OIL USING MECHANICAL METHODS RECOMMENDED BY THE MANUFACTURER. A. USE TROWELABLE LEVELING AND PATCHING COMPOUND TO FILL CRACKS, HOLES AND DEPRESSIONS IN SUBSTRATES. 3.02 TILE INSTALLATION: LAY OUT TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, SO TILES AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. SCRIBE, CUT, AND FIT TILES TO BUTT NEATLY AND TIGHTLY TO VERTICAL SURFACES AND PERMANENT FIXTURES INCLUDING BUILT IN FURNITURE, CABINETS, PIPES, OUTLETS, DOOR FRAMES AND THRESHOLDS. A. ADHERE TILES TO FLOORING SUBSTRATES USING A FULL SPREAD OF ADHESIVE APPLIED TO SUBSTRATE TO PRODUCE A COMPLETED INSTALLATION WITHOUT OPEN CRACKS, VOIDS, RAISING AND PUCKERING AT JOINTS, TELEGRAPHING OF ADHESIVE SPREADER MARKS AND OTHER SURFACE IMPERFECTIONS. 3.03 RESILIENT WALL BASE INSTALLATION: APPLY WALL BASE TO WALLS, COLUMNS AND OTHER PERMANENT FIXTURES IN THE ROOMS AND AREAS WHERE BASE IS REQUIRED. INSTALL BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. TIGHTLY ADHERE BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SURFACES. 3.04 CLEANING AND PROTECTION: REMOVE ADHESIVE AND OTHER BLEMISHES FROM EXPOSED SURFACES. PROTECT RESILIENT PRODUCTS FROM MARS, MARKS, INDENTATIONS AND OTHER DAMAGE FROM CONSTRUCTION OPERATIONS DURING REMAINDER OF CONSTRUCTION PERIOD. 3.05 WAXING: CONTRACTOR SHALL STRIP AND WAX RESILIENT FLOORING. APPLY A MINIMUM OF SEVEN COATS OF JOHNSON'S WAX PRODUCT RECOMMENDED BY THE MANUFACTURER PRIOR TO PUNCHLIST REVIEW. END OF SECTION SECTION 096600- STRUCTURAL FIBERGLASS COLUMNS PART 1- GENERAL 1,01 THIS SECTION INCLUDES STRUCTURAL FIBERGLASS COLUMN ENCLOSURES PART 2- PRODUCTS 2.01 CUSTOM TAPERED COLUMN SHAFT SHALL BE A TWO PIECE ASSEMBLY CENTRIFUGAL -CAST FROM FIBER REINFORCED POLYMER MEASURING 8' -3' IN HEIGHT WITH AN 18 DIAMETER AT THE CAPITAL AND A 20" DIAMETER AT THE BASE 2.02 CAPITAL AND BASE SHALL BE A CUSTOM MOLDED PROFILED FIBERGLASS ASSEMBLY TO MATCH PROFILES INDICATED ON NE DRAWINGS 2.03 MANUFACTURERS: A. ARCHITECTURAL FIBERGLASS, INC. (I- 888 - 483 -1775) OR OWNER APPROVED EQUAL PART 3- EXECUTION 3.01 COLUMNS SHALL BE STORED IN MANUFACTURER'S PACKAGING UNTIL INSTALLATION. G.C. IS RESPONSIBLE FOR ANY CHIPPING, CRACKING, OR OTHER DAMAGE TO FIBERGLASS FABRICATIONS AFTER DELIVERY TO JOBSITE AND UNTIL INSTALLATION 15 COMPLETED AND INSPECTED AND APPROVED BY OWNER'S CONSTRUCTION MANAGER 3.02 OBSERVE AND VERIFY ALL FIELD CONDITIONS PRIOR TO INSTALLATION. G.C. SHALL VERIFY SITE DIMENSIONS WITH SHOP DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR FITTING NE COMPONENTS TO THE STRUCTURE. 3.03 VERIFY THAT BEARING SURFACES ARE TRUE AND LEVEL AND THAT SUPPORT FRAMING HAS BEEN CONSTRUCTED TO ALLOW ACCURATE PLACEMENT, ALIGNMENT, AND CONNECTION OF FIBERGLASS COLUMNS TO STRUCURE 3.04 NOTIFY OWNER'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES BETWEEN DESIGN AND ACTUAL DIMENSIONS AND DO NOT PROCEED WITH INSTALLATION UNTIL ALL INSTALLATION REQUIREMENTS ARE CLARIFIED, MODIFIED, AND APPROVED 3.05 INSTALLATION A. INSTALLATION OF COLUMN SHAFTS, CAPITALS, AND BASES SHALL BE ACCORDING TO MANUFACTURER'S INSTRUCTIONS /SHOP DRAWINGS 1) COLUMN SEAMS TO BE PARALLEL TO STOREFRONT AND COLUMN CAVITY TO BE FILLED WITH ' PERLITE' LOOSE FILL INSULATION END OF SECTION REVIEWED FO iT - CODE COMPLIANCE APPROVED DEC 28 2007 City Of Tukwila B ILDJN DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 ZOO/ PtrhMI CENTER 0 z 0 u_ V W 0 a) LC) a CC W z a ✓ a Co =E Oo El 03 • z o w O W W 0 J O W co W U COCO 0 m a 0 W J U U, 6729 1 k REGISTERED ARCHITECT ABFC50017 SHEET A0.1C SPECIFICATIONS SEC ION 09680 CARPET WALK -OFF MAT *EXTERI•' STORE APPLICATIONS ONLY PART I- GEN "' • L 1.01 PROVIDE CAR •" AND ACCESSORIES AS REQUIRED FOR COMPLETE FINISHED INS ALLATION. STANDARDS: ► PLY WITH CARPET AND RUG INSTITUTE (CRI) STANDARDS 1.02 FLAMMABILITY: 0.4 • TTS /SQ.CM. OR HIGHER, ASTM E648. 1.03 INSTALLER QUALIFICA • 5: APPROVED BY CARPET MANUFACTURER; UPO REQUEST, SUBMIT LETTER FROM CARPET MANUFA URER STATING INSTALLER IS ACCEPTABLE. 1.04 WARRANTY: PROMPTLY R ' ° R OR REPLACE CARPET WHICH EXHIBIT . EVIDENCE OF DEFECTIVE MATERIALS OR WORKMANSHI WARRANTY PERIOD TWO YEARS. PART 2- PRODUCT 2.01 MANUFACTURERS: AM COLLECTIONS A. TYPE: BROADLOOM TUFTED TYPE CAR ; SEA G AS APPROVED. B. FACE YARN: SOIL HIDING NYLON, SIXTI�O� T�a' -, ERATION. C. CONSTRUCTION: DENSE LEVEL LOOP PI D. FACE WEIGHT: MINIMUM 30 OZ/SQ.YD. E. PRIMARY 13ACICING: POLYPROPYLENE. F. SECONDARY BACKING: JUTE OR 5 IC (MILL 0 G. COLOR AND PATTERN: AS SELECT •. H. SPECIAL TREATMENTS: STATIC - OTECTED_ J. ADHESIVE: NONTOXIC TYPE R MENDED BY CARPET AND U''ERLAY MANUFACTURERS PART 3- EXECUTION 3.01 LEVELING AND RAMPIN TERIAL: LATEX- CEMENT MATERIAL DESIGNED FOR 'ROVIDING THIN SOLID SURFACE FOR LEV NG AND MINOR RAMPING OF SUBSURFACE TO ADJACENT OOR FINISHES. USE MATERIAL CAP • = E OF BEING APPLIED AND FEATHERED OUT TO ADJACENT FLT!' WITHOUT SPALLING. 3.02 PREPARATION: EAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, P • -TER AND OTHER SUBSTANC = DETRIMENTAL TO PROPER PERFORMANCE OF ADHESIVE AND CARPET; AL FLOORS TO THOROU LY DRY. USE LEVELING AND RAMPING MATERIAL TO PATCI -1 CRACKS, SMALL ES, LEVELING AND •R RAMPING TO PROVIDE FINISHED CARPET WITHIN 1/2' OF ADJACENT FLOORING MA - IALS. 3.03 CAR; INSTALLATION: INSTALL CARPET IN ACCORDANCE WITH CARPET MANUFACTURER RE • ENDATIONS D INSTALLATION INSTRUCTIONS. A. PRIME SUBSTRATE IF REQUIRED AND AS RECOMMENDED BY MANUFACTURER; SPREAD ADHESIVE QUANTITY RECOMMENDED BY MANUFACTURER TO ENSURE PROPER ADHESION OVER FULL AREA OF INSTALLATION. 5. APPLY ONLY ENOUGH ADHESIVE TO PERMIT PROPER ADHESION OF CARPET. SECTION 096816 - CARPET PART I - GENERAL 1.01 SUMMARY A. THIS SECTION INCLUDES TUFTED CUT PILE CARPET AND CARPET CUSHION 1.02 SUBMITTALS A. PRODUCT DATA: FOR EACH PRODUCT INDICATED. B. SHOP DRAWINGS: INDICATE THE FOLLOWING: 1. CARPET TYPE, COLOR, AND DYE LOT. 2. SEAM LOCATIONS. 3. PATTERN TYPE, REPEAT SIZE, LOCATION, DIRECTION, AND STARTING POINT. 4. PILE DIRECTION. 5. EDGE, TRANSITION, AND OTHER ACCESSORY STRIPS. 6. TRANSITION DETAILS TO OTHER FLOORING MATERIALS. 7. CARPET CUSHION C. MAINTENANCE DATA. 1.03 QUALITY ASSURANCE: A. INSTALLER QUALIFICATIONS: AN EXPERIENCED INSTALLER WHO IS CERTIFIED BY THE FLOOR COVERING INSTALLATION BOARD OR WHO CAN DEMONSTRATE COMPLIANCE WITH ITS CERTIFICATION PROGRAM REQUIREMENTS. 1.04 DELIVERY, STORAGE, AND HANDLING: A. COMPLY WITH CRI 104, SECTION 5, "STORAGE AND HANDLING." 1.05 PROJECT CONDITIONS A. COMPLY WITH CRI 104, SECTION 7.2, "SITE CONDITIONS; TEMPERATURE AND HUMIDITY" AND SECTION 7.12, "VENTILATION." PART 2 - PRODUCTS 2.01 TUFTED CARPET SUPPLIED BY OWNER MANUFACTURER: TEXSTYLE PRODUCT: ARTABE COLOR: CUSTOM GAUGE: 1/8" CONSTRUCTION: TUFTED CUT PILE PILE COMPOSITION: 90% WOOL AND 10% WOOLBOND PILE HEIGHT: .433 INCHES PILE WEIGHT: 50 OZ PER SQUARE YARD TOTAL WEIGHT: 77 OZ. PER SQUARE YARD WIDTH: I3' -2' APPROX. ROLL LENGTH: 100' -0 BACKING SYSTEM: CTBD> 2.02 CARPET CUSHION LB FOAM PAD THICKNESS: 1/4" +/ -.02" DENSITY: 16 LBS PER CUBIC FOOT PART 3 EXECUTION 3.1 INSTALLATION A. COMPLY WITH CRI 104 AND CARPET CUSHION MANUFACTURERS' WRITTEN INSTALLATION INSTRUCTIONS FOR THE FOLLOWING: I. DIRECT - GLUE -DOWN INSTALLATION: COMPLY WITH CRI 104, SECTION q "DIRECT GLUE -DOWN INSTALLATION." 2. DOUBLE- GLUE -DOWN INSTALLATION: COMPLY WITH CRI 104, SECTION 10, "DOUBLE GLUE -DOWN INSTALLATION." 3. CARPET WITH ATTACHED - CUSHION INSTALLATION: COMPLY WITH CR1 104, SECTION II, "ATTACHED- CUSHION INSTALLATIONS." 4. PREAPPLIED ADHESIVE INSTALLATION: COMPLY WITH CRI 104, SECTION 11.4, "PRE- APPLIED ADHESIVE SYSTEMS (PEEL AND STICK)." S. HOOK- AND -LOOP INSTALLATION: COMPLY WITH CRI 104, SECTION 11.5, 'NOOK AND LOOP TECHNOLOGY." 6. STRETCH -IN INSTALLATION: COMPLY WITH CRI 104, SECTION 12, 'STRETCH -IN INSTALLATION.' 7. STAIR INSTALLATION: COMPLY WITH CRI 104, SECTION 13, "CARPET ON STAIRS" FOR INSTALLATION B. COMPLY WITH CARPET MANUFACTURER'S WRITTEN RECOMMENDATIONS AND SHOP DRAWINGS FOR SEAM LOCATIONS AND DIRECTION OF CARPET; MAINTAIN UNIFORMITY OF CARPET DIRECTION AND LAY OF PILE. AT DOORWAYS, CENTER SEAMS UNDER THE DOOR IN CLOSED POSITION. C. EXTEND CARPET INTO TOE SPACES, DOOR REVEALS, CLOSETS, OPEN - BOTTOMED OBSTRUCTIONS, REMOVABLE FLANGES, ALCOVES, AND SIMILAR OPENINGS. D. INSTALL PATTERN PARALLEL TO WALLS AND BORDERS. 3.2 PROTECTION A. FLOORING PROTECTION: AFTER FINAL CLEANING 15 COMPLETE AND PAINT IS DRIED AS SPECIFIED, OWNER TO FURNISH AND INSTALL ROSIN HOMENRAP TO COVER THE ENTIRE SALES AREA. ON TOP OF THE ROSIN PAPER, THE G.C. IS TO FURNISH AND INSTALL 1/4 INCH THICK, 48 INCH BY 96 INCH SHEETS OF HARDBOARD AISLE WAYS THROUGHOUT THE ENTIRE SALES AREA FROM THE ENTRANCE VESTIBULE BACK TO THE STOCK ROOM DOOR. TAPE SHEETS TO EACH OTHER 'ONLY', NOT TO THE FLOOR. G.C. IS RESPONSIBLE FOR MAINTAINING THE FLOOR PROTECTION DURING THE CONSTRUCTION PROCESS. G.C. TO REMOVE TYVEK AND HARDBOARD FOR PUNCH AND RE- INSTALL AFTER FINAL FLOOR FINISHING IS COMPLETED. G.C. TO REMOVE I- IRDBOARD AND ROSIN THE NIGHT BEFORE THE STORE OPENING FOR BUSINESS FOR FINAL STORE CLEANING. 1. DO NOT MOVE HEAVY AND SHARP OBJECTS OVER COVERED CARPET FLOORING. PROTECT FLOORING WITH HARDBOARD WHEN NECESSARY TO PREVENT DAMAGE FROM STORING OR MOVING OBJECTS OVER FLOORING SECTION 09900 - PAINTING PART 1- GENERAL 1.01. THIS SECTION INCLUDES SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED INTERIOR ITEMS, INCLUDING STOREFRONT AREAS. PAINT EXPOSED SURFACES, EXCEPT WHERE SURFACE OR MATERIAL IS NOTED NOT TO BE PAINTED OR 15 TO REMAIN NATURAL. IF AN ITEM OR SURFACE IS NOT SPECIFICALLY MENTIONED, PAINT THE ITEM OR SURFACE THE SAME AS SIMILAR ADJACENT MATERIALS. A. DO NOT PAINT PRE - FINISHED ITEMS UNLESS SPECIFICALLY NOTED OTHERWISE. B. THE INTENT OF THIS SECTION IS TO PROVIDE FURNITURE QUALITY FINISH TO ALL PARTS OF THE PROJECT, NHETHER NOTED COATS HEREIN OR NOT, UNLESS SPECIFICALLY STATED OTHERWISE. COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF COATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, THEN APPLY ADDITIONAL COATS OF SPECIFIED MATERIAL TO GIVE SATISFACTORY COVERAGE. G. CONTRACTOR 54-1ALL FILL AND SAND ALL NAIL HOLES AND JOINTS AND REFACE SURFACES AS REQUIRED. 1.02. MATERIAL LIMITATIONS: USE ONLY PAINT AND RELATED MATERIALS OF THE MANUFACTURERS SPECIFIED. 1.03 EXTRA MATERIALS: CONTRACTOR SHALL LEAVE ON SITE A MINIMUM OF ONE FULL GALLON OF EACH COLOR OF PAINT USED. LABEL CANS FOR AREAS USED AND PLACE IN BOX IN NON -SALES AREA. PART 2- PRODUCTS 2.01 PAINT PRODUCTS: ALL PAINT PRODUCTS SHALL BE AS MANUFACTURED BY BENJAMIN MOORE, AS INDICATED ON THE DRAWINGS, UNLESS SPECIFICALLY NOTED OTHERWISE. 2.02 MATERIAL QUALITY: PROVIDE MANUFACTURER'S BEST QUALITY MATERIALS OF VARIOUS COATING TYPES INDICATED THAT ARE FACTORY FORMULATED AND RECOMMENDED BY THE MANUFACTURER FOR APPLICATIONS INDICATED. PAINT MATERIAL CONTAINERS NOT DISPLAYING MANUFACTURER'S PRODUCT IDENTIFICATION WILL NOT BE ACCEPTABLE. 2.03 MATERIAL COMPATIBILITY: PROVIDE PRIMERS AND FINISH COAT MATERIALS TWAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH THE SUBSTRATES INDICATED UNDER CONDITIONS AND SERVICE AND APPLICATION. 2.04 COLORS SHALL BE AS INDICATED IN THE FINISH SCHEDULE ON THE DRAWINGS. PART 3- EXECUTION 3.01 PAINTING CONTRACTOR SHALL REVIEW DRAWINGS INCLUDING ELEVATIONS, FLOOR AND WALL FINISHES, CONSTRUCTION DETAILS, REFLECTED CEILING PLANS AND PRESENTATION PLANS /DETAILS FOR CLARIFICATION OF ITEMS AND SURFACES REQUIRED TO BE PAINTED. A. EXAMINE SUBSTRATES, AREAS AND CONDITIONS IN THE FIELD FOR COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION. 3.02 PREPARATION- GENERAL: A. REMOVE HARDWARE AND HARDWARE ACCESSORIES, PLATES, MACHINED SURFACES, AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT TO BE PAINTED. B. CLEANING: BEFORE APPLYING PAINT OR OTHER SURFACE TREATMENTS, CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF VARIOUS COATINGS. C. SURFACE PREPARATION: CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE CONDITION. I) PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPAINT. 2) WOOD: CLEAN SURFACES OF DIRT, OIL AND OTHER FOREIGN SUBSTANCES WITH SCRAPERS, MINERAL SPIRITS AND SANDPAPER, AS REQUIRED. SAND SURFACES EXPOSED TO VIEW SMOOTH AND DUST OFF. FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES WITH PUTTY OR PLASTIC WOOD FILLER. SAND SMOOTH WHEN DRIED. 3) FERROUS METALS: CLEAN UNGALVANIZED FERROUS -METAL SURFACES THAT HAVE NOT BEEN SHOP COATED; REMOVE OIL, GREASE, DIRT AND LOOSE MILL SCALE. D. MATERIAL PREPARATION: MIX AND PREPARE PAINT MATERIALS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. STIR MATERIALS BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. USE ONLY THINNERS APPROVED BY THE PAINT MANUFACTURER. E. APPLICATION: APPLY PAINT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING USED. USE ONLY HIGHEST QUALITY BRUSHES AND ROLLERS. ROLLERS TO BE 1/4 INCH NAP. F. PAINT ALL ACCESS DOORS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS ETC., ON GYP BOARD WALLS AND OR CEILINGS. PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED. ALL WALL SURFACES WITH MIRROR FINISH SHALL BE PRIMED PRIOR TO MIRROR INSTALLATION 3.03 INTERIOR PAINT SCHEDULE: REFER TO FINISH SCHEDULE ON SHEET A0.3. END OF SECTION PART I- GENERAL DIVISION 10 - SPECIALTIES SECTION 10670 - FIXTURES INSTALLATION 1.01 PREFINISHED CABINETS ARE SUPPLIED BY OWNER AND SHIPPED TO JOB SITE ASSEMBLED. 1.02 GENERAL CONTRACTOR: A. IS TO REFER TO CONSTRUCTION AND INSTALLATION DETAILS FOR INSTALLATION. B. 15 RESPONSIBLE FOR UNLOADING, INSPECTING AND STORAGE OF CABINET COMPONENTS. GENERAL CONTRACTOR SHALL WITHIN 72 HOURS, CONTACT APPROPRIATE VENDOR FOR REPLACEMENT OF DAMAGED MATERIAL, OR ADDITIONAL MATERIAL IN THE CASE OF SHORTAGES. C. SHALL TAKE PRECAUTIONS DURING STORAGE TO ENSURE COMPONENTS ARE NOT DAMAGED. D. SHALL INSTALL CABINETS IN LOCATIONS SHOWN ON PLANS. E. SHALL TAKE PRECAUTIONS DURING INSTALLATION NOT TO DAMAGE PREFINISHED COMPONENTS. F. IS TO FASTEN COMPONENTS TOGETHER PLACING FASTENERS AS INCONSPICUOUSLY AS POSSIBLE. REFER TO INSTALLATION DETAILS. USE THE MINIMUM NUMBER OF FASTENERS. G. IS TO INSTALL ALL COMPONENTS WITH EXPERIENCED FINISH CARPENTERS ONLY, TO ASSURE QUALITY ASSEMBLY. H. 15 RESPONSIBLE TO ASSEMBLE ALL MISCELLANEOUS NON -SALES AREA WALL STANDARDS, SHELVES, BRACKETS, ETC... END OF SECTION SECTION 10800 - TOILET ROOM ACCESSORIES PART 1- GENERAL 1.01 THIS SECTION INCLUDES TOILET ROOM ACCESSORIES, INCLUDING MIRRORS AS INDICATED ON THE DRAWINGS. FURNISHED AND INSTALLED BY THE CONTRACTOR PART 2- PRODUCTS 2.01 SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS AS MANUFACTURED BY BOBRICK WASHROOM EQUIPMENT INC. PART 3- EXECUTION 3.01 INSTALLATION: INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS, USING FASTENERS APPROPRIATE TO SUBSTRATE INDICATED. INSTALL UNITS LEVEL, PLUMB AND FIRMLY ANCHORED IN LOCATIONS AND HEIGHTS INDICATED. A. INSTALL GRAB BARS TO WITHSTAND DOWNWARD LOAD OF AT LEAST 250 LBF, WHEN TESTED ACCORDING TO METHOD IN ASTM F446. B. ALL TOILET ROOM ACCESSORIES SHALL BE INSTALLED TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA), ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADDAG) AND REGULATIONS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, INCLUDING BUT NOT LIMITED TO LOCAL JURISDICTIONS. 3.02 TOILET ACCESSORY SCHEDULE: SEE SHEET A13.3 FOR SCHEDULE DIVISION 11 - EQUIPMENT A. NO WORK UNDER THIS SECTION, UNLESS NOTED OTHERWISE ON CONSTRUCTION DRAWINGS, SECTION 12000 - FURNISHINGS PART 1- GENERAL 1.01 THIS SECTION INCLUDES RECEIVING, UNLOADING, INVENTORY, ASSEMBLY, CLEANING AND PLACEMENT OF OFFICE AND NON -SALES EQUIPMENT AND FURNITURE BY THE GENERAL CONTRACTOR. I.02 INCLUDES RECEIVING, UNLOADING, INVENTORY, ASSEMBLY, CLEANING AND PLACEMENT OF TRADE FIXTURES, PRESENTATION ITEMS IN THE SALES ROOMS BY THE GENERAL CONTRACTOR. PART 2- PRODUCTS (NOT APPLICABLE) PART 3- EXECUTION 3.01 CONTRACTOR SHALL UNCRATE, AND PLACE ALL EQUIPMENT, FURNITURE, TRADE FIXTURES AND PRESENTATION ITEMS INDICATED ON THE DRAWINGS. PLACEMENT OF ITEMS SHALL CORRESPOND WITH THE PRESENTATION PLAN AND OWNER'S REPRESENTATIVE'S DIRECTIONS. A. CONTRACTOR SHALL REPORT ANY DAMAGED AND /OR MISSING ITEMS TO THE OWNER'S CONSTRUCTION MANAGER WITHIN 24 HOURS OF RECEIPT. 3.02 INSTALLATION A. INSTALLATION OF EQUIPMENT, FURNITURE, FIXTURES AND PRESENTATION ITEMS: I) CONTRACTOR SHALL TAKE PRECAUTIONS DURING INSTALLATION OF COMPONENTS SO AS NOT TO DAMAGE PREFINISHED ITEMS. B. FASTEN COMPONENTS TOGETHER WHERE NECESSARY, PLACING FASTENERS AS INCONSPICUOUSLY AS POSSIBLE. REFER TO MINIMUM INSTALLATION DETAILS CONTAINED IN THE DRAWINGS AND THE SUPPLIERS FABRICATION AND INSTALLATION DRAWINGS. I) USE THE MINIMUM NUMBER OF FASTENERS REQUIRED FOR A SECURE INSTALLATION. C. INSTALL ALL COMPONENTS UTILIZING EXPERIENCED FINISH CARPENTERS, ONLY, TO ASSURE QUALITY ASSEMBLY. END OF SECTION DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION A. NO WORK UNDER THIS SECTION, UNLESS NOTED OTHERWISE ON CONSTRUCTION DRAWINGS. SE PART - GENERAL PART 2- PRODUCTS PART 3- EXECUTION DIVISION 14 - CONVEYING SYSTEMS TION 14425 - GENESIS SHAFTWAY VERTICAL WHEELCHAIR PLATFORM IFT 1.01 TI-II SECTION INCLUDES VERTICAL PLATFORM WHEELCHAIR LIFTS INSTALLED WITHIN SHAFTWAY. 1.02 RE • TED SECTIONS INCLUDE: ECTION 03300 - CAST IN PLACE CONCRETE: CONCRETE SHAFTWAY AND ANCHOR PLACEM S CTION 04800 - MASONRY ASSEMBLIES: MASONRY SHAFTWAY AND ANCHOR PLACEMENT 5 ION 06100 - ROUGH CARPENTRY: BLOCKING IN FRAMED CONSTRUCTION FOR LIFT A ACHMENT SE • ION 06105 - DOORS FINISH CARPENTRY SE ION 09260 - GYPSUM BOARD ASSEMBLIES: GYPSUM BOARD SHAFTWAY SE •N 13650 - FIRE ALARM SYSTEM: BUILDING FIRE ALARM INTEGRATION SYSTEM ► CONNECT THE LIFT CONTROL SYSTEM WITHIN THE BUILDING 16 - ELECTRICAL: DEDICATED TELEPHONE SERVICE AND WIRING CONNECTI •'P S 16 - LIGHTING AND WIRING CONNECTIONS AT TOP OF SHAFT 6 - ELECTRICAL POWER SERVICE AND WIRING CONNECTIONS DIVISI DIVISIO DIVISION 1.03 REFERENCES: ASME All ASME A17.5 ASME A18.1 NFPA 70 - 1.04 SUBMITTALS: A. SUBMIT UNDER B. PRODUCT DATA: 1. SUBMIT MANU HANDLING RE 2. INCLUDE COMPL 3. SHOW MAXIMUM C. SHOP DRAWINGS: 1. SHOW TYPICAL D 2. INCLUDE WIRING DI 3. SHOW COMPLETE LA COORDINATION WITH 1.05 QUALITY ASSURANCE: MANU MANUFACTURING VERTICAL P INSTALLATIONS OF THE TYPE THIS SCOPE AND HAVE EVID ALSO MAINTAIN AN ADEQUATE TO ENSURE FULFILLMENT OF MA TIME IN REACHING THE PROJECT 1.06 THE PROVIDED LIFT MUST BE IN 1.07 DELIVERY, STORAGE AND HANDLING A. STORE PRODUCTS IN MANUFACT B. STORE COMPONENTS OFF THE GR WEATHER CONDITIONS. 1.08 PROJECT CONDITIONS: DO NOT USE WW CONSTRUCTION PERIOD. 1.0E1 WARRANTY: MANUFACTURER SHALL WARRA ONE YEAR FOLLOWING COMPLETION OF IN - SAFETY CODE FOR ELEVATORS AND ESCALATORS - ELEVATOR AND ESCALATOR ELECTRICAL EQUIPMENT SAFETY STANDARD FOR PLATFORM LIFTS AND STAIRWAY CHAIR TIONAL ELECTRIC CODE. PROVISIONS OF SECTION 01300. MANUFACTURER'S DATA SWEETS ON EACH PRODUCT TO B USED, INCLUDING: CTURER'S INSTALLATION INSTRUCTIONS, INCLUDING PR T ARATION, STORAGE AND IREMENTS. E DESCRIPTION OF PERFORMANCE AND OPERATING 'HARACTERISTICS. ND AVERAGE POWER DEMANDS. ILS OF ASSEMBLY, ERECTION AND ANCHORAGE RAMS FOR POWER, CONTROL AND SIGNAL SY -TEMS. OUT AND LOCATION OF EQUIPMENT, INCLUDI: G REQUIRED CLEARANCES AND AFTWAY. CTURER MUST HAVE A MINIMUM OF 10 Y RS EXPERIENCE IN TFORM LIFTS AND PROVIDE EVIDENC. OF EXPERIENCE WITH SIMILAR PECIFIED. INSTALLER MUST BE LIC A SED TO INSTALL EQUIPMENT OF E OF EXPERIENCE WITH THE SPECIFIED EQUIPMENT. INSTALLER SHALL TOCK OF REPLACEMENT PARTS, AVE QUALIFIED PEOPLE AVAILABLE ENANCE AND CALLBACK SERV CE WITHOUT UNREASONABLE LOSS OF ITE. PLIANCE WITH: ASME A15.1, ASME 17.1, ASME 17.5, AND NFPA 70. 'S UNOPENED PACKA NG UNTIL READY FOR INSTALLATION. ND AND IN A DRY C. FRED AREA, PROTECTED FROM ADVERSE LCHAIR LIFT FOR •ISTING MATERIALS OR PERSONNEL DURING T THE WHEEL AIR LIFT MATERIALS AND WORKMANSHIP FOR TALLATION. 2.01 ACCEPTABLE MANUFACTURER: GARAVENTA LI ; P.O BOX 1769, BLAINE, WA 98231 -1769. ASD. TEL: (604) 594 -0422. FAX: (604) 5''1-991. EMAIL: productinfo@garaventa.ca. WEB: www.garaventa.ca 2.02 SHAFTWAY VERTICAL WHEELCHAIR LIFT A. CAPACITY: 750 1.3.5 (340 KG) RATED •. � B. MAST HEIGHT: MODEL GVL-SH-42; 45 I H :'" 10) MAXIMUM LIFTING HEIGHT. C. NOMINAL PLATFORM SIZE: STOREFRONT LIFT: 38 INCHES BY 5.4 I HES LIVING ROOM LIFT: 38 INCHES B 60 IN ES D. PLATFORM CONFIGURATION: STRAIGHT T OUGH TRY EXIT - FRONT AND REAR OPENINGS E. LANDING OPENINGS: DOOR AND SPECIFIC • TIONS TO =E PROVIDED BY ABERCROMBIE $ FITCH FOR UPPER AND LONER LANDING. DOOR L• KS (VON D► PRIN 6211 NF, 24 VDC, F5E, DS -LC U532D FINISH)TO BE PROVIDED AND INST D BY LIFT • TRACTOR F. LIFT COMPONENTS: MACHINE TOWER CUSTOM ALUMI M EXTRUSION; BASE FRAME - STRUCTURAL STEEL TUBING; PLATFORM SIDE WA PANELS - 16 ga ALVANIZED STEEL SHEET WITH A CUSTOM ALUMINUM EXTRUSION TUBING G. BASE MOUNTING AND ACCESS TO IFT AT LOWER LAND G: 1. PIT MOUNT: LIFT TO BE MOUNT D IN PIT WITH DIMENS • S TO MEET MANUFACTURES REQUIREMENTS FOR THE PLA ORM SIZE SPECIFIED. H. HYDRAULIC DRIVE: TYPE- CI-1A HYDRAULIC; EMERGENCY , 1 'ERATION - MANUAL DEVICE TO LOWER PLATFORM AND BATTERY AUXI IARY POWER TO RAISE OR LOWER PLATFORM; SAFETY DEVICES - SLACK CHAIN SAFETY DEVICE AND SHORING DEVICE; TRAVEL SPEED - 17 FPM(5.2 M/MINUTE); MOTOR 3.0 HP (2.2 Kw), 24 OLTS DC; POWER SUPPLY - 120 VAC SINGLE PHASE, 60 Hx ON A DEDICATED 15 AMP CIRCUIT. I. PLATFORM CONTROLS: 24 CONTROL CIRCUIT WITH THE FOL • ING: DIRECTION CONTROL - ILLUMINATED CONSTANT PRESSURE ROCKER SWITCH AND ILLUMIi•TED CONSTANT PRESSURE PUSH BUTTONS WITH DUAL • 'TESY LIGHTS AND SAFETY LIGHT; ILL INATED EMERGENCY STOP SWITCH SHUTS OFF POW ' TO LIFT AND ACTIVATES AUDIO ALA EQUIPPED WITH BATTERY BACKUP; AND KEYLESS •' ERATION. J. CALL STATION CONTRO • 24 VDC CONTROL CIRCUIT WITH THE FOL O ING FEATURES: 1. DIRECTION CONTRO : ILLUMINATED, CONSTANT PRESSURE SWITCH 2. SAFETY INDICATO LAMP 3. KEYLESS OPERAT ON 4. CALL STATION • NTING: WALL MOUNTED RECESSED FOR LOWER AN UPPER K. SAFETY DEVICES - ND FEATURES: I. GROUNDED ELE TRICAL SYSTEM WITH UPPER, LOWER AND FINAL LIMIT WITCHES. 2. AT ALL LAND GS A SOLENOID ACTIVATED INTERLOCK SHALL ELECTRIC LLY MONITOR THAT THE DOOR IS IN HE CLOSED POSITION AND THE LOCK IS ENGAGED BEFORE ' HE LIFT CAN MOVE FROM THE NDING. 3. PIT STOP WITCH MOUNTED ON THE MAST WALL. 4. ELECTRIC • DISCONNECT SHALL SHUT OFF POWER TO THE LIFT. *PLATFORM LIFTS 0 BE SUPPLIED AND INSTALLED BY OWNER; G.C. TO PROVIDE ELECTRI AND COMPLY WI . ALL REQUIREMENTS INDICATED ON SHOP DRAWINGS LIFTS L ROUGH -IN 3.01 EXAMINATIO : DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. VERIFY AFT AND MACHINE SPACE ARE OF CORRECT SIZE AND WITHIN TOLERANCES. VERIFY REQUIR P LANDINGS AND OPENINGS ARE OF CORRECT SIZE AND WITHIN TOLERANCES. V.'IFY ELE ' CAL ROUGH -IN 15 AT CORRECT LOCATION. IF SUBSTRATE PENETRATION IS THE RESP• SIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPA TION BEF• `E PROCEEDING. 3.02 PREP RATION: CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. PREPARE SURFACES USING TI-1; METHODS RECOMMENDED BY THE MANUFACTURER FOR ACHIEVING THE BEST RESULT F• THE SU; TRATE UNDER THE PROJECT CONDITIONS. 3.03 IN ALLATION: INSTALL PLATFORM IN ACCORDANCE WITH APPLICABLE REGULATORY REQUIREMEN S I 'CLUDING ASME A17.1, ASME A 18.1 AND THE MANUFACTURER'S INSTRUCTIONS. INSTALL SYST MPONENTS AND CONNECT TO BUILDING UTILITIES. ACCOMMODATE EQUIPMENT IN SPACE INDIC•TED. STARTUP EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ADJUST FOR SM••TH OPERATION. 3.0 FIELD QUALITY CONTROL: PERFORM TESTS IN ACCORDANCE WITH ASME A 17.1 OR A 18.1 AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION. SCHEDULE TESTS WITH AGENCIES AND ARCHITECT, OWNER, AND CONTRACTOR PRESENT. .05 PROTECTION: PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. TOUCH -UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. DIVISION 15 - MECHANICAL A. REFER TO MECHANICAL DRAWINGS FOR SPECIFICATIONS. DIVISION 16 - ELECTRICAL A. REFER TO ELECTRICAL DRAWINGS FOR SPECIFICATIONS. DIVISION 31 & 32 - SITE WORK PART 1 - GENERAL 1.01 THIS SECTION INCLUDES ALL EXCAVATION AND BACKFILLING FOR FOUNDATIONS, CONCRETE FROST SLABS AND OTHER WORK AS INDICATED ON THE DRAWINGS FOR EXTERIOR STOREFRONT APPLICATIONS. PART 2- PRODUCTS (NOT USED) PART 3- EXECUTION 3.01 CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE AREA OF EXCAVATIONS PRIOR TO COMMENCING WORK. COORDINATE WITH THE LANDLORD'S REPRESENTATIVE TO VERIFY ALL UNDERGROUND UTILITIES IN THE AREA. 3.02 PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY EARTHWORK OPERATIONS, 3.03 PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUB - GRADES AND FROM FLOODING. 3.04 BACKFILL ALL EXCAVATIONS FOLLOWING COMPLETION OF FOUNDATIONS. TAKE PRECAUTIONS AS REQUIRED SO NOT TO DISTURB OR MISALIGN FOUNDATIONS. COMPACT BACKFILL MATERIALS IN LIFTS TO REDUCE POSSIBILITY FOR FUTURE SETTLEMENT OF PAVEMENTS AND GRADES SURROUNDING STOREFRONT AREAS. 3.05. ROTECT SUB - GRADES AND FOUNDATION SOILS AGAINST FREEZING TEMPERATURES AND FROST AS WELL AS SOFTENING, UNDERMINING, WASHOUT AND DAMAGE BY RAIN OR WATER ACCUMULATION. REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2D6 City Of Tukwila BUILDIN DIVISION RECEIVEC CITY OF TUK11 NOV 2 8 21] r PErhIVIIT CEI'T /ILA R 0 z cf) 0 0 u_ ..r 0 W a U) z 0 0 cc H z 0 0 U ILL ILL 0o W czi r 7- W iQ LIJ O. X CC UNI CO O z �� a J I- d W J W LL 0 Z 0 t� co CO ce LT C7 O J U U, REGISTERED ARCHITECT r q '.' .a 81IN 71ON ABFC50017 SHEET AO.1D COWMANS/P EASTERS HANDRAIL / GUARDRAIL / BALUSTRADE HANDRAIL MIAOW !AMER HARDWARE TRUSS AND UNDERSIDE OF ROOFING LIGHTING ROOFING/FLASHING STANDING SEAM GUTTER DOWNSPOErr CAULKING / SEALANT FLASHING SIDING AREA TO RIGHT AND LEFT OF POACH IN CONDUIT AND PULL STRING BY GC STOREFRONT RATTAN CL.G. HT. • 9'-n I/2" A.F.F. G BIM LANDING DISPLAY *1 CLG. HIT. • 9 DISPLAY #2 CLG. RT. -9' {' VESTIBULE CLG. HT. • 9'-9' SALES #7 CLG. HT. • 5 FLOOR FINISHES CEILING FINISHES?, 5A5E FINISHES WALL FINISHES LIGHTING MILLWORK PT -55 (To sALES :a5) PALL PANEL CEILING PANEL WALT_ FINISHES CEILING FUSES FLOOR FIN151405 CASING/TRIM WWLFRVS CEILING FINISHES FLOOR FINISHES CASING/TRIM FLOOR FINISHES CEILING FINISHES BASE FINISHES, WALL FINISHES SECURITY (ROUGH -IN CONDUIT AND PULL STRING BY GC LIGm1NG RIRNITURE / FIXTURES / FORMS / CURTAINS AND RODS FLOOR FINISRES Q3I JNG FINISHES BASE FINISHES WALL FINISHES SECURITY (ROUGH -IN CONDUIT AND PULL STRING BY GC UG T DIG FUR NrruRE / FIXTURES / FORMS / CURTAINS AND RODS WALL FINISHES L 6ImNG SGUND (ROUGH -IN CONDUIT AND FULL STRING BY GC) BASE FINISHES WALL FINISHES LIGHTING HANDRAIL FLOOR FINISHES CEILING FINISHES BASE FINISHES WALL FINISHES LIGHTING MILLY4CPX CROWN CABINET TYPE CABINET STANDARDS SHELVES FLOOR FINISRES CLING FINISHES BASE FINISHES WALL FINISHES WOOD - PAINTED METAL SEALED CONCRETE 4WD GW® WOOD - PAINTED POOR- PAINTED G48/4000 BATTEN WOOD - PAINTED MDF METAL WOOD- PANTED SEE MFR./51YLE SILVER NICKEL. DARK STAINED OAK SILVER NICKEL. WALLY WHITE SEE NOTES SEE NOTES WALLY WHITE WALLY WHrrE WALLY WHITE SILVER NICKEL srDNE•r BLUE WILD ASS GREEN WALLY WHITE DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK SEE NOTES DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK NATURAL DARK STARED OAK DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK SYDNEY BLUE MILD ASS GREEN WILD ASS GREEN WILD ASS GREEN WILD ASS GREEN DARK STAINED OAK WILD ASS GREEN SILVER NICKEL DARK STAINED OAK SYDNEY BLUE WILD ASS GREEN WILD ASS GREEN SATIN SATIN SATIN SATIN SATIN SATIWOIL FLAT/LATE( BENDHFIM - 'LIGHT' RESTORATION - 212 -226 -4370 NAM - 212 -347 -7000 - M.W.N ANZ.COM NANZ - 212 -367 -7000 - I4*LNAN'I.COM BENJAMIN MOORE - SEE A03 BENJAMIN MORE - SEE AO.3 DIMENSIONAL. METALS, INC. PHIL GUM= 740 -927 DR1EN51ONAL METALS, INC. PHIL GUSTALDO 740 -427 -3633 DIMENSIONAL METALS, INC. PHIL GU5TALDO 740 -W -3633 DIMENSIONAL METALS INC. PHIL GUSTALDO 740 -9T1 -3433 GLENN -GERM (ABERDEEN) - THIN BRICK 4' WIDE x3/4' NAM - 212- 3677000 - MJW+LNANZ.CA1l BRACKET - SILVER NICKEL TEED BENJAMIN MORE - SEE AD3 BENJAMIN MORN: - SEE A03 BENJAMIN MCRRE - SEE A03 TBD BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE A0.3 BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE A03 GLEN-GER( ABERDEEN - THIN E3RIClK 4" WIDE x 3/4' THICK x 36" AND 72' LENGTHHS BEIJAMIIN MORE - SEE A03 BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE AO.3 EE IJAMIN MORE - SEE A03 MATCH BENJAMIN MOORE FORMULA BENJAMIN MOORE - SEE A0.3 BENJAMIN MORE - SEE A03 4" WIDE x3/4' THICK x 36' AND 72' LENGTHS NAM - 2I2- 367 -700] - W461.NAN Z.COM 4' WIDE x 3/4' THICK x 36' AND 72' LE421145 BENJAMIN MORE - SEE 10.3 BENJAMIN MORE - SEE A0.3 BENJAMIN MOORE - SEE A0.3 CASING 50114 SIDES DARK STAINED OAK - SEE DRAWINGS FOR PROFILES FREFAERICATED FIBERGLASS - FAUX FINISH BY OWNER - FILLED WI H PERMUTE INSULATION BY GC GUARDRAIL (METAL) / RAW STEEL PAINT COLOR - FlNI9H TO BE AGED HANDRAIL ( WOOD) / DARK STAINED OAK - FAUX FINISH BY OWNER PGWDEZ COATED BLACK BY MANUFACTURER 3 RAFTER AND UNDERSIDE OF ROOFING - SEE DWGS FOR LIMITS SEE LIGHTNING SCDIEDIJLE PAINT GRIP - PICKLED ZINC - FAUZ FINISH PROFILE - HALF-ROUND ZINC EXPOSED FINISH PAINTABLE CUSTOM FAUX FINISH - BY OWNER WA ON INTERIOR STORE 6' WIDE DECKING RAN PERPENDICULAR WITH BUILDING AT PORCH - PARALLEL AT COLUMN BASES AND TREADS/RISERS GLEJ1<4 -GERM- FAUX FINISH BY mat SEE PLAN FOR LIMITS 5EI5ORMATIC LOOP ND TO PROVIDE SPECIFICATION FOR CODE REWIRED SIGNAGE MAST HEIGHT - MODEL GVL -SW-42 HANDRAIL (WOOD) / DARK STAINED OAK SEE PLAN FOR DLTE4TS OF WORK (CCNTAOTS, MOTION SENSORS AND GLASS FILM) SEE LIGHTING SCHEDULE SEE SHEET AA-2A GLENN-GERM- FAUX FINISH BY OMER 8" WIDE RIFT OAK - DARK STAIN -TTG 4' V- GROOVE PLANKS UNDER TRIM DIAGONAL PATTERN WITH RIBS - SEE PLANS 4' V- GROCNE PLANKS UNDER TRIM DIAGONAL SHIFLAP - 5" PROFILE CASING EOUlS SIDES - DARK STAINED OAK 8' WIDE RIFT OAK - DARK STAIN - TSG CASING earns SIDES - DARK STAINED OAK CASING BOTHS SIDES - DARK STAINED OAK PATTERN WITH RIBS - SEE PLANS 7 -V4' FACE 'V' GROOVE 7 -V4' FACE 'V' GROOVE FLOOR FINISHES CEILING FINISHES BASE FINISHES WALL MISSIES LIGHTING MILLWORK WAIL FINISHES CEILING FINISHES FLOOR FINISHES CASING/TRIM WAIL FINISHES CEILING FINISHES FLOOR FINISHES CASING/TRIM WALL ANISES GM CEILING FINISHES GAB FLAIR FIMISHE WOOD CASING/TRIM WOOD - PAINTED WALL FINISHES GPM CEILING FINISHES GWB FLOOR FINISHES WOOD CASING/TRIM WOOD - PAINTED WILD ASS GREEN WILD ASS GREEN DARK STAINED OAK WILD ASS GREEN 0.1/E SAND OLIVE SANG] DARK STAINED OAK WILD ASS GREEN BENJAMIN MOORE - SEE ADS BENJAMIN MOORE - SEE A0.3 4' WIDE x 3/4" THICK x 36' AND 72" LEIGTHIS BENJAMIN MORE - SEE Ao3 BENJAMIN MORE - SEE A03 BEl.UWIH MORE - SEE 103 4' WIDE x 3/4' THICK x 36' AND 72' LI]NGl4S BENJAMIN MOORE - SEE AD3 FLOOR FINISHES CLING FINISHES BASE FINISHES WALL FINISHES LIGHTING MILLWORK CASIPIG/TRIM CROWN CABINET TYPE CABINET STANDARDS FT -E5 (TO VESTIBULE) PT -S6 (TO SALES *4) FLOOR FINISHES CEIEJNG FINISHES BASE FINISHES WALL FINISHES LIGHTING MILLYOPX PT -57(TO SALES *7) FLOOR FINISHES CEILING FINISHES BASE FINISHES WALL FINISHES UGHIINNG MILLWORK FLOOR FINISHES CEILING FINISHES B ASE FINISHES WALL MIME LIGHTING PHUNORK WALL FINISHES GEEING FINISHES FLOES FINISHES WALL FINISHES CEILING FINISHES FLOOR FINISHES GA5IN•TRIM CASING/TRIM CROWN CABINET TYPE CABINET STANDARDS SHELVES WALE. FINISHES CEILING FINISHES FLOOR FINISHES WALL FINISHES CEILING FINS FLOOR FINISHES CASING/TRIM WWI. FINISHES CEILING FINISHES BASE FINISHES WALL FINISHES CROWRI CABINET TYPE CABINET STANDARDS SHELVES WOO-PAINTED WOOD - PANTED MDF METAL WOOD WOOD - PAINTED WOD-PAINTED GWa/WOOLD BATTEN WOOD-PAINTED WOOD- PAINTED MDF METAL WOOD - PANTED GWB are HOOD WOOD - PAINTED WOOD- PAINTED HOOP- PAINTED MDF WOOD - PAINTED MDF METAL WOOD -PARTED WILD ASS GREEN SYDNEY BLUE SYDNEY BLUE WILD ASS GREEN WILD ASS GREEN DARK STARED OAK WILD ASS GREEN OLIVE SAO OLIVE SAND DARK STAINED OAK NIL.] ASS GREEN DARK STAINED OAK SYDNEY B UE WILD ASS GREEN WAD ASS GREEN WILD ASS GREI4 SYDNEY BLUE SYDNEY BLUE DARK STAINED OAK HICKS GREY GLLY GREY GUY GREY GILLY GREY GILLY GREY was GREY GILLY GREY GILLY GREY DARK STAINED OAK DARK STAINED OAK HICKS GREY GILT GREY SEE MFR/STYLE GILLY GREY GLLY GREY GILLY GREY GILLY GREY DARK STARED OAK G1LLY GREY DARK STAINED OAK HICKS GREY G1LLY GREY GILLY GREY GIU Y GREY SMELLY GREY HICKS GREY OILY GREY OILY GREY DARK STAINED OAK OLIVE SAND OLIVE SAND DARK STAINED OAK GILL' GREY DARK STAINED OAK HICKS GREY GILLY GREY GILLY GREY GILLY GREY GLLY GREY HICKS GREY GILLY GREY GILLY GREY GILLY GREY G1LLY GREY GILLY GREY HICKS GREY SATIN SATIN SATIN BENJAMIN MOORE - SEE AD3 BENJAMIN MOORE - SEE ADS BENJAMIN MORE - SE A03 MATCH EEr.JAMIN MORE FORMAJLA 4' WIDE x we THICK x AND 72" LENGTHS BENJAMIN MOORE - SEE ADS BEN M% MOORE - SEE A03 4" WIDE x 3/4' THICK x AND 72" LENGTHS BENJAMIN MORE - SEE A0.3 4" WIDE x 3/4" THICK x 36 AND 72' LENGTHS BENJAMIN MORE - SEE A03 BENJAMIN MOORE - SEE AO.3 BENJAMIN MOORE - SEE 10.3 BENJAMIN MOORE - SEE AD3 BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE A03 MATCH BENJAMIN MORE FORMA 4" WOE x 3/4" THICK x 36" AND 72" L84G1145 BENJAMIN MORE - SEE ADS BELWMIN MOIRE - SEE A0.3 BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE A0.3 BENJAMIN MORE - SEE ADO BF]NIVIIN MOORE - SEE A03 MATCH BENJAMIN MOORE FARMAAA BENJAMIN MOORE - SEE A0.3 BENJAMIN MOORE - SEE A03 4' WIDE x W4" THICK x 36' AND 72" LENGTHS 4 WIDE x 3/4" THICK x 36' AND 72 LENGTHS BENJAMIN MORE - SEE AO.5 BENJAMIN MOORE - SEE A03 5Y 200 - 042753 (GRADE) ORANGE BACKGROUND - CHINESE EDLWIIN MORE - SEE A03 BENJAMIN MORE - SEE A03 4' WIDE x 3/4' THICK x36' AND 72' LENGTHS BENJAMIN MOORE - SEE A0.3 4' WIDE x 3/4' THICK x 3i' AND 72' LENGTHS Ea&161 MIN MORE - SEE A03 BENJAMIN MORE - SEE AD3 BENJAMIN MOORE - SEE AO.3 NENWMIN MORE - SEE A0.3 BENJAMIN MOORE - SEE A03 BENJAMIN MOORE - SEE A03 MATCH BENJAMIN MORE FORMULA BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE A03 4' WIDE x 3/4' THICK x 36' AND 72 LENGTHS BENJAMIN MORE - SEE A03 BENJAMIN MORE - SE A0.3 4' WIDE x 3/4' THICK x 3i' AND 72' LENGTHS BENJAMIN MORE - SEE A0.3 4' WIDE x 3/4' THICK x 36' AND 72' L.EIGI145 E3ELWMIN MORE - SEE A0.3 BENJAMIN MOORE - SEE A03 BENJAMIN MooRE - SEE 403 BENJAMIN MORE - SEE A03 BENJAMIN MORE - SEE A0.3 BENJAMIN MOORE - SEE A03 4' WIDE x 3/4 THICK x 36' AND 72 LENGTHS SE/LJAMIN MORE - SEE /03 4 WIDE x 3/4" THICK x 36" AND 72" LENGTHS BENJAMIN MOORS - SEE A03 MATCH BENJAMIN MOORE FORMULA MATCH ASF STANDARD -- SHELF BRACKETS AND RTNER HARDWARE SHALL BE SILVER NICKEL GUARDRAIL (METAL) / OLIVE SAND HANDRAIL (WOOD) / DARK OAK STAIN ON SALES 3 SIDE SEE M.2A 7 -1/4' FACE M GROOVE BACK AND SIDES OF CABINETS ARE MDF SYDNEY BLUE - SATIN -- BASE IS SYDNEY BLUE - GLOSS MATCH ME STANDARD -- SHELF BRACKETS AND OTHER HARDWARE SHALL BE SILVER NICKEL CN SALES 4 SIDE SEE A6.2A LEVEL 5 FINI514 ON DRYWALL WITH GLO05 PAINT FINISH MATCH ARE STANDARD -- SHELF BRACKETS AND OTHER HARDWARE SHALL BE SILVER NICKEL LEVEL 5 FINISH al DRYWALL WITH GLOO6 PAINT FINISH LEVEL 5 FINISH ON DRYWALL NMI GLOOS PAINT FINISH SACK AND SIDES OF CABINETS ARE MDF (HACKS GREY - SATIN -- BASE IS GILLY GREY - GLASS) )SACKS ARE FABRIC HRAPED P MATCH Alf STANDARD -- SHELF BRACKETS AND OTIHEi HARDWARE SHALL BE SILVER NICKEL GUARDRAIL (METAL) / OLIVE SAND HANDRAIL (WOOD) / DARK OAK STAIN ON SAALi'S 7 SIDE -'OLIVE SAND' CN LR SIDE LEVEL S FINISH ON DRYWALL WITH COOS PAINT FINISH 1 UEU 2 8 ?AU 'I I I I I ULy Ur IuKwija i 1_ 8UILDTINN, fnn Trou I BACK AND SIDES OF CABINETS ARE MDF • *- GREY - SATIN -- BASE IS GILLY GREY - GLOSS BACKS ARE FABRIC NRAPEED P MATCH ASP STANDARD -- SHELF BRACKETS AND OTHER HARDWARE SHALL BE SILVER NICKEL LEVEL 5 FINISH CH DRYWALL WITH GLOOS PAINT FINISH BOAC AND SIDES CF CABINETS ARE ICE (HACKS GREY - SATIN -- BASE 15 GILLY GREY - GLOSS) BACKS ARE FABRIC PUMPED P • MATCH A4F STANDARD -- SHELF F BRACKETS AND OTHER HARDWARE SHALL BE SILVER NICKEL ROOM FINISH SCHEDULE STOREFRONT C.L.G. HT. (VARIES) DISPLAY DOORS S (M17) TO q-2-3/4 (1-GROOVE) SALES #2 CL.G. HT. • 8 SEC1RrTY (ROUGI4 -IN CONDUIT AND PULL STRING BY GC TOD SAID (ROUGH -IN Cw1DIJIT AND PULL STRING EY r,C) TBD SEE E.3 SALES #7 STOOP STAIR TREAD AND RISER WOOD -OAK DARK STAINED OAK GLO55 THE FLOORING COMPANY QI -8 CEILING FINISHES GP3 CREAMVMATDH MALL FINISH BENJAMIN MORE - VEE A03 4" WIDE x 3/4" THICK x AND 72' LENGTHS FAUX FINISH BY OMINER BACK AND SIDES OF CABINETS ARE MDF (SYDNEY BLUE - SATIN -- BASE IS SYDNEY EWE - GLOSS MATCH Alf STANDARD -- SHELF BRACKETS MD OTHER HARDWARE SHALL BE SILVER NICKE. ROOM FINISH SCHEDULE (cont.) SALES #3 0.G. HT. -8'3' SALES #4 CLG. at - 5 SALES *4 CLG. HT. • 8'-3" SALES #9 OA. HT. - e'-3' FLOOR FINISHES., CEILING FINISHES BASE FINISHES WALL FINISHES LIG1H11NG MILLPIORlC 4' WIDE x 3/4' TI41CC x 36' AND 72' LEN0I4S BEN.W1IN MOORE - SEE A03 4" WIDE x 3✓4" THICK x AND 72' LENGTHS 4' WIDE x 3/4' THICK x 36" AND 72' LENGTHS 7 -1/4' FACE 'V' GROOVE GUARDRAIL (METAL) / CLIVE SAND HANDRAIL (WOOD) / DARK OAK STAIN ON SALES 9 we - 'OLIVE SAND" ON LR SIDE now (iF T1 IK1/1 /I! A %Ins; A (? •■ , 7 i:UV L Li i:• 4MIT C u-= ENITp F IQ RPGIS E LI ED AR = -CT AREA STAIR 41 A.F.F. 1 PT-I.R LIVING ROOM CLG. HT. • 12 (TA. VAULT) LTV. RAN. RAMP CLG. HT. • q' -10' A.F.F. i EMI LANDING LTV. RM LIFT (WHEN APPLICABLE) Q.G. HT. ■ 12 PC CLOSET CLG. HT.•12 1 3 1 STAR 42 CLG. HT. • q A.F.F. G SALES 512 LIBRARY 412 CLG. HT. • VARIES (11' -1" or 5 DRESSING ROOM ALCOVE CLG. HT. • IO' -2' FITTING RM G.G. HT. • 8 CASHROOM C.G. HT. • e NON -SALES RAN! SEE A3- SERIES NON -SALES ROOM FINISH SCHEDULE (cont.) FLOOR FINISHES TREAD/RISFRME SING PROFILE CEILING FINISHES BASE FINISHE WALL FMISNEB LIGHTIHG HANDRAIL GUARDRAIL / BALUSTRADE FLOOR RUSHES CEILING FINISHES BASE FINISHES CASNG/TRIM WALL FINISHES CRONM AND FRIEZE WAINSCOT LIGHTING LIVING ROOM FIREPLACE SURROUND HEARTH MANTEL INTERIOR FIREPLACE SCREEN RUGS FLOOR MISHES CEUNG FINISHES BASE FINISHES WALL FINSHEE3 LIGHTING HANDRAIL DOORS HARDWARE FLOOR ANISES CEILING FINISHES WALL FINISHES CASING/1M LIGI.MNG C11AIRUFT CCOPS HARDWARE FLOOR FINISHES CEILING FINISHES WALL FINISHES LIGHTING CHAIRUFT FLOOR FINISHES CEILING FINISHES BASE FINISHES WALL F1NISHS LIGHTING HANDRAIL MILLWORK CASING/TRIM FI.CGR FINISHES CEILING FINISHES EASE FINISHES WALL FINISHES WALL PANELS (WHEN NO CABINETS) LIGHTING MILLWORK CASRNG/TRI1 CABINET TYPE PT -FR (TO FITTING ROOMS) WALL FINISHES CEILING FINISHES FLOOR FINISHES PT-CH (TO CASHWRAP) WALL FINISHES CEILNG FINISHES MARKETING FLOOR FINISHES FLOOR FINISHES CEILING FINISHES BASE FINISHES WAIL FMISHIES LIGHTING MILLWORK DOORSMARDWARE rASINGnwM cR i4 FLOOR FINISHES CEILING FINISHES CRONN/IRIM ESE FINISHES WALL FINISHES MIRROR IJE4CH M GEAR MD HOOKS LIGHTING STANDARD AAF MIRROR PROFILE FLOOR FINISHES CEILING FINISHES BASE FINISHES WALL FINISHES LIGHTING MILLWORK CASING/TRIM CRONN CA°AP BACNIR P saws WALL BAYS DOORS/HARDWARE KIOSK FLOOR FINISHES GEEING FINISHES EASE FINISHES WALL PRISES LIGHTING FLOORING BABE LIGHTING MATERIAL moon -Sac 14000 -CIAO WOOD- PAINTED WALLCOVERING SEE NOTES WOOD/PETAL WOOD/METAL WDCA -OAK WOOD-OAK WOOD- PANTED WOOD - PAINTED PIALLCCNEP NG WOOD-PAINTED WOOD- PAINTED SLATE SLATE MARBLE MASONRY METAL SEE NOTES NCOD -OAK GPM WOOD- PAINTED GNN3 SEE NOTES WOOD/METAL 14000 -OAK METAL SEALED CONCRETE GWB GNB WOOD - PAINTED WOOD-OAK META. WOOD -OAK GYM WOOD- PAINTED CARPET 14000 -OAK WOOD- PAINTED WALLCOVER1N4 SEE NOTES WOODMETAI WOOD - PAINTED CARPET GWB 14000 -OAK WOOD -OINK WOOD -OAK 14000 -OAK MOF/BATTEN MDF/BATTE N CARPET 14000 -OAK MOOD - OAK CARPET CARPET GNB 1400!7 -OAK WOOD -OAK 1400D -Sex WOOD -OAK WooD -Sac GNES WOOD-OAK PCCO -OAK WALICOVEi1NG MIRRORED SURFACE FABRIC METAL SEE NOTES CARPET GNB WOOD -0/116 WOOD --OA K 14000 -OAK SEE NOTES SEE NOTES WOOD -OAK WOOD -OAK VCT SEE AS-SERIES VINYL BASE GIO/SHIEEt METAL FOR DARK STAINED OAK DARK STAINED OAK DARK STAINED OAK OUVE SAND SEE MFR/STYLE GUVE SAND OLIVE SAND DARK STAINED OAK DARK STAINED OAK OLIVE SAND OLIVE SAND SEE MFR./STYLE OLIVE SAND OLIVE SAND SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES DARK STAKED OAK STEM BRONM 5TT1BROWN 5TEM BRONM DARK STAINED OAK DARK STAINED OAK SILVER NICKEL GUY GREY OLIVE SAND CLIVE SAND DARK STAINED OAK SILVER NICKEL DARK STAINED OAK GILLY GREY OLIVE SAND OLIVE SAND SEE MFRJSTYLE DARK STAINED OAK OLIVE SAND SEE PIER/STYLE SE NOTES OLIVE SAND SEE MFR/STYLE VAPOR CERUSED OAK PERUSED OAK ammo OAK CERUSED OAK PERUSED OAK CERUSED OAK SEE MFR./STYLE CERUSED OAK CERUSED OAK SEE MR/STYLE SEE MFR./STYLE VAPOR CERUSED OAK PERUSED OAK CERUSED OAK CERUSED 01K PERUSED OAK SEE MFR./STYLE WALLY WHITE CERUSED OAK CERUSED OA K SEE rim's-mg SEE NOTES SEE NOTES SEE NOTES SEE MFR/STYLE VAPOR PERUSED OINK CERUSED OAK =USED OAK CERUSED OAK CERUSED OAK CERUSED OAK c OAK BLACK BLACK SEE A5- SERIES FNSH NATURAL NATURAL NATURAL SATIN SEE MFR./STYLE SATIN SATIN NATURAL NATURAL SATIN SATIN SEE NOTES SATIN SATIN NATURAL FLAT/LATE‹ SATIWAL FLAT/LATEC GLOSS FLAT SATIN SATIN GLOSS NATURAL FLAT SATIN SATIN SEE MFR./STYLE GLOSS SATIN SEE PIER/STYLE FLAT BENJAMIN MOORE - SEE A0.3 SATIN TIT/STYLE - ARTABE PIT - 50 CC. E3' -2' ROLL - GREY - 7/l6' PILE HT. BENJAMIN MOORE - SEE A0.3 SEE MFRJ5 7LE FLAT NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL SEE MFRJSTYLE NATURAL NATURAL SEE PIER/STYLE SEE MFR./STYLE FLAT NATURAL NATURAL NATURAL NATURAL NATURAL SEE MFR/STYLE FLAT NATURAL NATURAL WA SEE MFR /STYLE FLAT NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL NATURAL SEE NOTES SEE NOTES MF=t/STYLE BENJAMIN MOORE - SEE A03 PAPIFR- LNIN015 - PC-I6 PLATINUM (GRACIE) - 212 - 924 4816 BRACKET - SILVER NICKEL BENJAMIN MOORE - SEE A0.3 BQN.JAMN MOORS - SEE A0.3 PAPIER- CNN01S - PC-I6 PLATINUM (GRACIE) - 212 - 9244516 BENJAMIN MOORE - SEE A03 BENJAMIN MOORE - SEE A0.3 C1EENEr'S BENJAMIN MOORE - SEE A03 BENJAMIN MOORS - SEE A03 BENJAMIN MOORE - SEE A03 ERAQKT - SILVER NICKEL NANZ - 212- 367 -7000 - W+W.NAML.COM BELIAMIN MOORE - SEE A0.3 BENJAMIN MOCRE - SEE AO.3 GARAVENTA HANZ - 212 -367 -7000 - WNW.NAN'I.COM BENJAMIN MOORE - SEE A03 BENJAMIN MOORE - SEE A03 GARAVENTA TACSTILE - ARTABE MT - 50 OZ. 13' -2" ROLL - GREY - VW PILE HT. BE NJAMM MOORE - SEE A0.3 PAPIER- CHMOIS - PC-1A PLATINUM (GRACIE) - 212 -924 -6816 BRACKET - SILVER NICEL -ros- YLE - ARTABE MT - 50 OZ. I3' -2' ROLL - GREY - 7/16' PILE HT. TEASTYLE - ARTABE MT - 50 OZ. L9' -2' ROIL - GREY - 7/16' PILE 4N'T. TEXSTYLE - ARTABE MT - 50 CL. 13' -2' ROLL - GREY - 716' PILE HT. BENJAMIN MOORE - SEE 003 HARDWARE - NAM TEXSTYLE - ARCADE MT - so CZ. 13' -2" ROLL - GREY - TX' PILE HT. BENJAMIN MOORE - SEE A03 PAPIER- CHMDI5 - PC-16 PLATINUM (GRACIE) - 212- 924 -6616 STARPHIRE TEfSTYLE - ARTABE MT - 50 OZ. 13' -2' ROLL - GREY - 1/W PILE HT. BEMIAMIN MOORE - SEE A0.3 BENJAMIN MOORE - SEE 103 4' JOHMSONETE NOTES SEE LIGHT SCHEULE GUARDRAIL (METAL) / RALLY WHITE HANDRAIL (WOOD) / DARK STAINED OAK GUARDRAIL ((MMEETT / OLIVE SAND HANDRAIL (WOOD) / DARK STAINED OAK SEE LIGHT SCHEDULE IN A/ATIVE STONE - SPRING GREEN - HONED - 09 -L384 -6322 - 631-273-4445 INOVATIVE STONE - SPRING GREEN - HONED - 09-1334-0322 - 631 - 273.4445 MONTCLAIR DANE( - PENTELICGN MARBLE (VERMONT MARBLE - 802 -747 -7744 WNW COIN) ISOKEi'l - VENT FREE (DARK CHARCOAL 44101 HEAT PAINT- FIRE BRICK) GLASS AND METAL SEE A62A SEE LIGHT SCHEDULE HANDRAIL (MOOD) / DARK STAINED OAK 6 PANEL LIFT PIT 3' SEE LIGHTING SCHEDULE MAST HEIGHT - MODEL GVL -SW-42 6 PANEL 5' PLANK - DISTRESSED - BEVELED EDGE SEE LIGHTING SCHEDULE MAST HEIGHT - MODEL 6VL -914-42 8lffi. PAD BY GC SEE LIGHT SCHEDULE GUARDRAIL (FETAL) / WALLY WHITE HANDRAIL (WOOD) / DARK STAINED OAK 8La5. PAD BY GC SEE mar SCHEDULE OAK OAK BIBS. PAD BY GC OAK OAK 8LES. PAD BY GC SIBS. PAD BY GC SILVER NKNKEL FLAT BAR TRIM SEE LIGHT SCHEDULE ISLES. PAD BY GC CLEAR MIRROR ai WALL FACING BENCH Mawr MIRROR') CERUSED EASE HITH UPHOLSTERED SEAT SILVER NICKEL. SEE LIGHT SCHEDULE SUBS. PAD BY GC METERED MIRROR TRIMS SEE LIGHT SCHEDULE WOOD WITH LIMESTONE TOP - STANDARD HEIGHT OF 34' HIGH TO MEET CODE woo WITH LIMESTONE TOP - STANDARD HEIGHT OF 34' HIGH TO MEET CODE CEILING OF WALL BAY - VAPOR FACE FRAME - CUSTOM PERUSED - KIOSK KEYBOARD TRAY - )KANGAROO BEIGE 12' x 12" SNACK SEE LIGHT SCHEDULE SEE LIGHT SCHEDULE DO7S REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 20E11 City Of Tukwila BUILDIN DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 2067 F iMIT CENTER W J W Tr) z U- 0 0 0 r N r U, r w I- a a CC W Y Ce z a la CL CC = L1.1 CO 0 aLJ W LL 0 0i. Z CO 0 W 0 co co LT ■ 2 IY z REGISTERED e jr IT ,'T ASHINGiO ABFC50017 SHEET AO.2B RESPONSIBILITY SCHEDULE - GENERAL TRADES FINISH SCHEDULE [CEPT 5 ITEM tu ° ITEM ° ° ° E t E _ - z L +- 5. 6 @ g P t "• z x ¢ `v - ❑ o a @ ° I +- SPECIAL FINISHES MISCELLANEOUS FINISHES z a ° '- I 8 " _ "� "z - ° o a `� R a ° - 20g GALVANIZED 814 GALV ZED EET METAL SUPPLIED AND INSTALLED SF -1 CUSTOM STANDING -SEAM METAL ROOFING PANELS AND GUTTER ('INTERLOCK" MODEL NO. IL2016 AS MANUFACTURED BY , NS -1 a I I SCRIBE TO FLOOR. ADHERE WITH CONSTRUCTION ADE DIME, . )- STOREFRONT PORCH ROOF NSIONAL METALS I NC DMI (DIMENSIONAL METALS INC)- 58 KLEMA DRIVE NORTH, REYNOLDSBURG, OHIO 43D68. PHIL GUSTALDO PH: 740 -927 -3633 FX: 866 -709 -3231 INS EVENLY. UTILIZE VERTICAL BUTT JOINTS AS REQUIRED. B /Al2.5 -- NON -SALES WALLS FIBERGLASS REINFORCED PANELS (F.R.P.) - I/8" WHITE 1 CONSTRUCTION BARRICADE • • 11 NON SALES ROOMS EQUIPMENT /FIXTURES 2 BARRICADE GRAPHICS • • A NON HARDWARE • • -2 ( VI/FACTORY J -MOLD AND CORNER MOULDINGS- NON -5 3 DEMOLITION WORK INCL REMOVAL AND DISPOSAL • • B METAL AND WOOD SHELVING - MOVABLE AND FIXED FOR NON - SALES • • DRINKING FOUNTAIN CERAMIC SUBWAY TILE: "HAMILTON PARKER' 3 "x6" Cl RAMIC SUBWAY 4 DEMISING WALLS (U.N.O.) C HARDWARE BINS • • I 9F -2 I THIN - BRICK: GLEN -GERY ABERDEEN 1/2' X 2 1/4' X 7 5/8" AND PREFABRICATED CORNERS, RUNNING BOND PATTERN WITH 3/8" MORTAR JOINTS COLOR AND COLOR RANGE: BURGUNDY SERIES: MEDALIA COLLECTION TEXTURE: PAPER CUT PLANT: CALADONIA MORTAR: RICI4COLOR 5814, CONCAVE JOINT NOTE: LL OWNER STO O BE FAUX FINI51 -LED AFTER INSTALLATION BY HAMILTON PARKER -1865 LEONARD AVE, COLUMBUS 01410 4321q. MARK CLOTTS P14:614- 358 -7838, FX :614- 207 -7g82 A GYP BD AT DEMISING WALLS - EXISTING STUDS - WHERE REQUIRE) • • D METAL CORNER GUARDS AND TERRAllO STRIP TRANSITIONS • • I N5 - 3 I TILES COLOR "U081 - 36 WHITE ICE BRIGHT' GROUT - BOSTIK STANDARD B PATCHING AND FIREPROOFING OF EXISTING WALLS TO LIKE NEW CONDITION • • E SHEET METAL WALL PANELING/WAINSCOT • • CEILING FINISHES SERIES "HYDROMENT" DRY TILE GROUT (UNSANDED), COLOR "WHITE" #14152 (BOO) 726 -7&45• BATHROOM WAINSCOTTING C DEMISING WALL FRAMING • • F BULLETIN BOARD • • D PERIMETER SOUND ATTENUATION INSULATION (SALES AREA WALLS TO DECK) • • G EMPLOYEE LOCKERS • • 5 E STOREFRONT FIRE CAULKING SYSTEMS • • H I FRP PANELS FOR MOP SINK $ WATER COOLER AREAS RESTROOM H.C. GRAB BARS, MIRRORS, COAT HOOKS SEE CHART ON A13 • 3 • (GLNG -1 4" TONGUE AND ROOVE PI ANKKS STOREFRONT O H CEILING E, PRE -DRIP A STOREFRONT FRAMING, SHEATHING AND BLOCKING • • J TOILET RM. ACCESSORIES SEE CHART ON A13.3 B DOORS, FRAMES, SHUTTERS, NDWR 4 FINISHED ASSEMBLY COMPONENTS • • K PLATFORM FRAMING/PLYWOOD 4 TRIM FOR MEZZANINE AREA • • ICLNG -2I DE (E O AND GROOVE A WIDE (EXPOSED FACE) X 1/2' TONGUE AF 8 81 WI PLANKS - XP F CE DARK OAK TONGUE A FINISH STAIR #1 AND STAIR #2 C STOREFRONT FINISH AND PAINT • • L MANAGER'S DESK, PROCESSING AND PREP DESKS • • - 4 WIDE (EXPOSED FACE) V- GROOVE TONGUE AND GROOVE RIFT OAK PLANKS PRE - FINISHED DARK OAK GLOSS; INSTALL A SHOWN- VESTIBULE CEILING ONLY- ADDITONAL 5 5/6' X 1 1/4" RAIL AND STILES - LIVING ROOM CEILING ONLY 15F -3 I CUSTOM MURAL WALL COVERING INSTALLED PER MANUFACTURER'S SHOP D STOREFRONT MILLWORK • • M DREAM STEAMER • • DRAWINGS- VESTIBULE NOTE: WALLS RECEIVING MURAL TO BE PAINTED P -78 PRIOR TO INSTALLATION OF MURAL. "PAPIER- CLNG -3II E PORCH ROOF STRUCTURE • • N TOILET ROOM- CERAMIC WALL AND FLOOR TILE • • ICLNG 0 RAFTERS AND PURLINS • • 0 GROUT AND SEALER • • SF-4 WALL COVERING- GRACIE CNINOIS" - PC -16 PLATINUM; WALLS TO BE PREPARED WITH AN OIL BASED PRIMER, THE WALLS TO F STOREFRONT METAL ROOF, FLASHING AND INSTALLATION MATLS • • P WATERPROOF MEMBRANE (RESTROOM FLOORS) - WHERE REQUIRED • • 15F 15F BE SIZED WITH BENJAMIN MOORE 'GRIP 1' OR P35, TRIM SELVAGE FROM BOTH SIDES. SALES ROOM #10, SALES #12, FITTING ROOM VESTIBULE AND FITTING ROOMS G PORCH FLOOR FRAMING, SU8FI.00RING AND ADHESIVE • • Q MOP SINK WITH 42" HOSE • • -4I 5' WIDE (EXPOSED FACE) RADIUSED, TONGUE AND GROOVE PLANKS, PRE- FINI51 -LED DARK OAK GLOSS FINISH - F H PORCH WOOD FLOORING AND PROTECTION • • R MOP HOLDER AND HOSE OSE HOLDER • • VESTIBULE TO SALES #1 AND SALES #5 5' WIDE (EXPOSED FACE) FLAT TONGUE AND GROOVE RIFT OAK I HANDRAIL/GUARDRAIL/BALUSTRADE INCLUDING ENTRY STAIR- METAL AND WOOD • • 5 TV /DVD • • -5 I I WALLCOVERING- GRACIE- 5Y200 ON2758 (ORANGE ICLNG -5I PLANKS, PRE - FINISHED DARK OAK GLOSS -- PASS THRU J SIGNAGE (INTERIOR AND EXTERIOR) • • T PANIC HARDWARE - EXIT DOOR • • BACKGROUND- C14INESE) la-6 ICLNG FLOOR SALES #10 (PSLR) : LAY -IN ACOUSTICAL CEILING TILES: 'ARMS 2' X 4' NON- DIRECTIONAL FISSURED PANELS WITH EDGE SQUARE IN WHITE GRID- NON - SALES K TOUGH ID -UP OF PREFINISHED MATERIALS • • U DRAWING PLAN TUBE * PUNCH TUBE FOR NON - SALES • • WALLS TO BE PREPARED WITH AN OIL BASED PRIMER, THE WALLS TO BE SIZED WITH BENJAMIN MOORE 'GRIP I' OR R35, TRIM SELVAGE FROM BOTH SIDES. SALES ROOM #6 L RAMP AT LIFT ENTRANCE (WHEN REQUIRE)) _ • • V NON -SALES FLOORING AND WALL !BASE • • M N WHEELCHAIR LIFT (ELEC. ROUGH -IN BY G.G.- SEE SHOP AND ELEC DRAWINGS) FIBERGLASS COLUMN WRAPS • • • • W X DOOR STOP /HOOK NON - SALES DOORS NON -SALES RAMP FRAMING, SUB FLOORING AND HANDRAILS • • • • -7I 7 1/4' WIDE (EXPOSED FACE) X 1/2 TONGUE AND GROOVE WOOD PANELS, PRE - PRIMED TO MATCH CEILING- SALES ROOMS 1 THRU 4 -6 I OMITTED COVERINGS P FIBERGLASS COLUMN (PERLITE) INSULATION • • Y SUSPENDED ACOUSTIC LAY -IN CEILING AND GRID (NON - SALES) _ • • Q STOREFRONT BRICK, MORTAR, TIES, SAND AND GROUT AND CLAPBOARD SIDING • • 15F -7 I CLAP BOARD SIDING- 11/16" X 8' BEVELED EDGE, #2 TIGHT KNOTTED PINE SIDING- STOREFRONT TO RIGHT AND LEFT OF PORCH. 1" MINIMUM _ _ _ _ _ _ _, R STOREFRONT GUTTERS AND DOWNSPOUTS (MEMBRANE - EXTERIOR ONLY) • • LAP ON PLAIN BEVELED SIDE, ALL SIDING TO BE RE -END TRIMMED (CUT AT A 45 DEGREE ANGLE) TO GET A GOOD END JOINT MATCH I FC -1 II a. �� ;: • or S FAUX FINISH (BRICK, COLUMNS METAL ROOF AND HANDRAILS) • • 12 MECHANICAL/ELECTRICAL SYSTEMS OWNER T GLASS BREAK SYSTEM (FILM) • • A ELEC. WORK, EQUIP. AND INSTALLATION MATERIALS SEE ELECTRICAL RESPONSIBILITY SCHEDULE- SHEET E4.1 SALES #1 TI IROUGI I SALES #4 6" WIDE X 3/4" DECKING WITH DARK FLAT OAK FINISH U PATCH, REPAIR AND MATCH MALL FLOORING AS REQUIRED • • B MECH. WORK, EQUIP. AND INSTALLATION MATERIALS SEE MECHANICAL RESPONSIBILITY SCHEDULE- SHEET M2.1 I I 3/8 THICK ROUGH WOOD PANELING / ,� I FC -2 ] V WALK -OFF MAT - EXTERIOR LOCATIONS • • C PLUMBING WORK, EQUIP. AND INSTALLATION MATERIALS SEE MECHANICAL RESPONSIBILITY SCHEDULE- SHEET M2.I PORCH AND PORCH STEPS L W WOOD CEILING (PORCH AND STOOP) • • D FIRE PROTECTION WORK SEE MECHANICAL RESPONSIBILITY SCHEDULE SHEET M2.1 ' ; ... :..� W ,, ,. .x .. ^' EAR FINISH). INSTALL WITH VINYL - I FC -3 X BRICK STEPS AT STOOP • • E AUDIO SYSTEM EDULE SHEET E4.1 SEE ELECTRICAL RESPONSIBILITY SCHEDULE- FINISH (GLOSS) FLOORS DISPLAY WINDOWS, STOOP, VESTIBULE, STAIR #1, PC CLOSET AND SALES #10 BACKING AT ALL APPLICATIONS BELOW 18" A.F.F. A.F.F. AS NOTED. . "ARTABE"- Y WOOD LAP -BOARD SIDING (ENDS OF STOREFRONT) • • F SMOKE EVACUATION SYSTEM SEE MECHANICAL RESPONSIBILITY SCHEDULE SHEET M2.1 I FP--1 I STONE SURROUND /HEARTH: INNOVATIVE STONE- SPRING GREEN (HONED). #10 REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE 6 INTERIOR CONSTRUCTION G CLOSED CIRCUIT TV SEE ELECTRICAL R ESPONSIBILITY SCHEDULE SHEET E4.1 I FC -4 I I CARPET: TEXSTYLE 50 oz. 13' -2" ROLL (CUSTOM FIREPLACE - ROOM PADDING: 8115 FOAM PAD THICKNESS- 1/4' (PLUS OR MINUS 0.02 DENSITY- 16 LBS /CUBIC FOOT A METAL STUDS, JOISTS, GYP. BOARD AND IN - WALL BLOCKING • • H SECURITY ACCESS CONTROL SEE ELECTRICAL RESPONSIBILITY SCHEDULE SHEET E4.1 I FP -2 I . STONE MANTLE: PENTELICON MARBLE- MONTCLAIR DANBY. SUPPLIED BY OWNER, INSTALLED BY G.G.- FIREPLACE ROOM #10 B METAL DOORS, FRAMES AND HARDWARE • • I SENSORMATIC EQUIPMENT AND INSTALLATION SEE ELECTRICAL RESPONSIBILITY SCHEDULE SHEET E4.1 C LEVELING OF SLAB AND MOISTURE TEST • • 13 14 J PHONE D A T A • • • • • • I ' ' I FIR VENT GEB P ICK - IS E N FIREPLACE S # PO IED BY OWNER, INSTALLED BY I PC-5 I I COA L IFT FLOORS AND STOREFRONT D FLOOR PROTECTION - WOOD AND CONCRETE • • . CONDUIT HOME RUNS AND PULL STATIONS PRE- FINIS14ED RIFT OAK WITI4 DARK OAK GLOSS FINISH OAK VENEERED WITH TOP - VINYL 51899 "COOL WHITE " IMPERIAL TEXTURE; PROVIDED VINYL COMPOSITE TILE - 12' x 12' x 1/8" ARMSTRONG EXCELLON NO. , AND INSTALLED 5Y -- - •. .• x : \ E FLOOR PROTECTION- CARPET • • I I WD -1 II FC -6 II F WOOD FLOORING AND TI- IRESHOLDS • • AS -BUILT DRAWINGS G PLYWOOD SUB - FLOORING * ADHESIVE • • WD -1V PRE - FINISHED RIFT PLYWOOD DARK OAK GLOSS I FINISH H FLOOR SLEEPER AND INSULATION (LIVING ROOM) • • PAINT SCHEDULE .' I PC-7 (I VINYL COMPOSITE TILE - 12" x 12' x 1/8' ARMSTRON 14O. 51910 "(BLACK)" IMPERIAL TEXTURE; NON -SALES I STRUCTURAL STEEL AND METAL DECKING , J RAISED PLATFORM AND SHIMS • • n = , � ; a , p ......- ,. " .....,.......,, .._ .,' ......... I VINYL COMPOSITE TILE - 12 x 12' x I/8 ARMSTRONG O. 51816 "CHERRY RED" IMPERIAL TEXTURE. USED TO DEFINE EGRESS PATH TO EXIT THROUGH NON -SALES (ONLY IF REQUI E) :SNOISIAJd I A BLDNG DEPT 17- 27 -07I NOTE: ALL PAINT TO BE BENJAMIN MOORE I FC-B I K RAMP AND STAIR HANDRAILS RAILS (SALES AREA) • • L STAIR TREADS AND RISERS- STAIR #2 • • M N STAIR TREADS AND RISERS- STAIR #1 AND STOOP WOOD DOORS, FRAMES AND HARDWARE • • • • TAG NAME FINISH BASE FORMULA NOTES I FC_q CERAMIC TILE- PORCELAIN MOSIAC FLOOR TILE 1' X I" DALTILE I 'KEYSTONE' MOSAICS UNGLAZED FLOOR TILE. COLOR: CYPRESS D4n. 0 P WALL BAY SYSTEM INTERIOR MILLWORK • • • • MATCH MALL 1 I FC -11 THIN BRICK PAVER TILE AT STOREFRONT - TBD F C - 12 I � 4' (EXPOSED FACE) X 3/4" TONGUE AND GROOVE Dl 3' AND b' LENGTHS- RANDOM PATTERN. STOOP, DISPLAY WINDOWS, VESTIBULE, SALES #1 THRU #9 AND LIVING ROOM Q WALLCOVERINGS (SALES RMS #6, #i0, AND #12, FIT RMS AND F.R. ALCOVE, * CASHROOM) • • WILD ASS GREEN SATIN/OIL- SATIN IMPERVO' 0235 C2352B01 YW -1X6, BK- 4,TG -2 SALES 1 -4 WALLS R WALLCOVERINGS- VESTIBULE MURAL • • I P -2 II 5 RADIUS WALL TEMPLATES (FITTING ROOM ALCOVE, SALES #6 AND STAIR #I) • • WILD ASS GREEN EGGSHELL/LATE(- 'REGAL' EGGSHELL 'AQUA VELVET' 319 31q21301 YW -IX6, BK- 4,TG -2 SALES 1 -4 PASS - TI-IRU DRYWALL I P -2A I T CONCRETE 'STONE' FLOORING • I FC -13 I BRICK AT STOOP STEPS - TED ISSUE DATE: PERMIT DATE: 9h5/07I I LANDLORD DATE: 9/14/071 BID DATE: 9/76/071 I MASTERS 7 -27 -2007 I U CARPET • • GILLY GREY SYDNEY BLUE GLOSS /OIL- ALKYD 141G14 GLOSS ' IMPERVO' C133 SATIN/OIL- SATIN ' IMPERVO' 0235 01334801 02354801 YW -30, RX -2X25, BK -1X24, 1313-4X24, MA -1, 1414-7X24 BK -28, 15B- 10X24, TG -12, MA -2X24, WN -24 SALES 5 -9 TRIM THRU OUT GARCY WALL BAYS 1 -4 P -38 I Y FLOOR TRANSITION STRIPS • • I FC -14 II TBD (INFILL FROM LEASE LINE TO FACE OF STOREFRONT) W CARPET PAD, TACK STRIPS AND ADDITIONAL SUB FLOORING • • WALL BASE VINYL BASE (WHITE) - 4 NIG14 COVE BASE, JOHNSC X PAINT, CAULK AND SPACKLE • • P -4 I Y WOOD VENEER • • SYDNEY BLUE FLAT /LATEX- 'REGAL' FLAT FINISH 'WALL SATIN' 215 2154801 BK-16, BB- 10X24, TG -12, MA -8, 141-12 SALES 1 -4 CEILINGS I �_, I Z PRE - FINISHED WOOD CEILINGS AND WALL PANELS • • I P 4A II NON -SALES BASE 4' NIGH COVE EASE, JOINSc AA MDF/MDO WOOD PANELS • • SYDNEY BLUE GLOSS /OIL- ALKYD HIGH GLOSS ' IMPERVO' C133 01334801 BK -1X12, 1313-5X, MA -3X22, GY -2X, WH -2X16 GARCY WALL BAY BOTTOMS I P -45 II I V5-2 (BLACK) - I NON -SALES AND BARRICADE 7 SALES ROOMS EQUIPMENT/FIXTURES OLIVE SAND SATIN/OIL- SATIN ' IMPERVO' C235 02351801 OY -12 1/2, BK -1, OG -1 1/2, GY - 15 WOOD TRIM AT SALES ROOM #10 I C�-g -1 I CERAMIC BASE - 4' COVE BASE #AT3410, UNITED ST ATES CERAMIC "U081 " CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 DRAWN: xxx CHK: xxx 1 A ACCESS PANELS • • I P-5 TILE, COLOR -36 WHITE ICE BRIGHT - BATHROOMS B FLOOR FIXTURES, FURNITURE, IMAGE FRAMES AND HARDWARE • • OLIVE SAND EGGSNEL,1 /i ATEX- EGGSHELL 'REGAL' AQUA VELVET 319 3191801 Ol' -16 BK -2 MA--1, GY--16 PASS THRU DRYWALL AT ROOM #10 SUPPLIED AND INSTALLED BY ( W � I P -SA I I C SALES HARDWARE • • STOREFRONT AT AREAS * NOTE: SEE DETAIL 1-1/Al2.1 FOR TYPICAL SALES AREA WOOD BASE 'TRIM PROFILES VAPOR ' ' ' SATIN' FLAT /LATEX- REGAL FLAT FINISH WALL SATIN 215 2151801 OY -2, BK -3, BB -3, MA -7 GY -8 FIT ROOM AND CASHROOM CEILINGS D APPLICATION KIOSK • • I P -6A E WALL BAY SHELVES • • �� F LIBRARY CABINETRY (INCLUDING FIBER OPTICS AND TRIM) FINISH SPECIFICATIONS WALLY WHITE SATIN/LATEX- WATERBORNE SATIN 314 2151 601 0Y -I BK -1 STOREFRONT COLUMNS G DISPLAY WINDOW CURTAINS AND HARDWARE (STOREFRONT) • • I P 7 I I N PLANTS • • WALLY WHITE FLAT /LATEX- 'REGAL' FLAT FINISH 'WALL SATIN' 215 1051B01 0Y-I, BK -1 STOREFRONT TRIM AND CEILINGS I P -7A II Drywall - High Gloss Oil Finish I SURFACE APPLIED MIRRORS • • -Prime 1 coat per C -5 finish schedule, cut and roll with a 3/8" non shedding roller cover to achieve a uniform fine texture finish. -Paint 2 coats per C -5 finish schedule, sand primed surface, cut and roll with a 1/4" non shedding roller cover to achieve a uniform finish, of any debris, take care to achieve as tight a brush texture finish possible. Note: Sand substrate between all coats. Drywall @ Garcv Bays - Satin Oil Finish WALLY WHITE SATIN/OIL SATIN ' IMPERVO' C235 02351801 OY - 11 13K - 1 STOROREFRL GUARDRAILS J AREA RUGS (ROOMS #I, #3, #4 AND #10) • • [ K INTERIOR SIGNAGE • • L CASHWRAP/BACKWRAP CABINETS • • ( F -8 STEM BROWN SATIN/OIL SATIN ' IMPERVO' 0235 023541301 OY - 20, RX - 2X3, BK - 8X DISPLAY WINDOW WALL BASE M WALL BAY FABRIC PANEL INSERTS • dcw1 :we ll] STEM BROWN FLAT/LATEX 'REGAL 'FLAT FINISH 'WALL SATIN' 215 2154801 0Y RX - 2X3, 13K DISPLAY ROOM WALLS I P - EA - Prime 1 coat per C - 5 finish schedule, cut and roll with a 3/8" non shedding roller cover to achieve a uniform fine texture finish. -Paint 2 coats per C -5 finish schedule, sand primed surface, cut and roll with a 1/4" non shedding roller cover to achieve a uniform finish, of any debris, take care to achieve as tight a brush texture finish possible. Note: Sand substrate between all coats Drywall @ Willow Walls - Satin Oil Finish N VELCRO FOR FABRIC PANEL INSERTS • • II II STEM BROWN FLAT/LATEX 'REGAL' FLAT FINISH 'WALL SATIN' 215 N1054B01 OY - 20, RX - 2X3, BK - 10X UNDERSIDE OF ROOF AT EAVES I P -88 INI 8 LIVIIrG A ROOM EQUIPMENT/FIXTURES WHEELCHAIR LIFT (ELEC. ROUGH - IN BY G.C. SEE SHOP AND ELEC DRAWINGS) • • I AQUA GLO WHITE 333 SEMI GLOSS /LATEX- ALKYD 'DULAMEL' 207 OFFICE, RESTROOMS, CORRIDOR, STOCKROOM WALL/CEILINGS. STOREFRONT BARRICADE P -q - Prime 1 coat per C - 5 finish schedule, spray or cut and roll with a 3/8" non shedding roller cover to achieve a uniform fine texture finish. - Paint 2 coats per C - 5 finish schedule, sand primed surface, spray or cut and roll with a 1/4" non shedding roller cover, back brush / tip off with a Purdy Ox Hair /China Bristle Blend Brush or equal to achieve a uniform finish, free of any debris, take care to achieve as tight a brush texture finish possible. Note: Sand substrate between all coats. REVIEWED FOR CODE COMPLIANCE Covers. Plates, Registers, Louvers and Miscellaneous Items at Walls and Ceilings - Satin Oil Finish B C D WHEELCHAIR LIFT DOORS, HARDWARE, HINGES AND LOCKSET PASS THRU METAL GUARDRAILS AND STAIR HANDRAILS (STAIR #I AND #2) WOOD CORNICE MOLDING ASSEMBLY • • • • • • I WHITE 153 -01 GLOSS /LATEX- READY MIX ALKYD ENAMEL M22 DOORS • FRAMES AT OFFICE, RESTROOMS, CORRIDOR, STOCKROOM AND NON -SALES HANDRAILS. DSGNR: MB P -10 (I E WOOD CEILING • • I P - 11 II DARK CHARCOAL DERUSTO HIGH NEAT OY -3, VII-1-1X, (per qicrt) FIREBRICK AT FIREPLACE F VENTLESS FIREPLACE KIT (INC. BLACK FIRE BRICK)- SEE PLUMB. * ELEC RESPONS. SC l-IED. • • G FIREPLACE MANTLE AND SURROUND (MARBLE) • • I HICKS GREY SATIN/OIL- BENJAMIN MOORE SATIN IMPERVO C235 02354801 RX -2 1/2, 5K-5X, 8B -2, VII SALES 5 -q GARCY BAY WALLS APPROVED - Prime spray only 1 coat with appropriate primer If not pre - primed. - Paint spray only 2 coats per C - 5 finish schedule, sand primed surface. DE Drywall -Latex Flat. Eggshell and Semi Gloss Finish Throughout .�_ -- P -12 I H FIREPLACE GAS LOG KIT • • vN:31VOS I I FIREPLACE SCREEN • • HICKS GREY FLAT /LATEX BENJAMIN MOORE, 'REGAL' FLAT FINISH 'WALL SATIN' 215 2154801 BB - 3X12, OG - 4X8 1/2, BK - 30, 141 SALES 5 - q CEILINGS P -12A I J FIREPLACE HEARTH AND SURROUND (SLATE) • • --� Cif Of Tukwiia -Prime 1 coat per C -5 finish schedule, cut and roll with a 3/8" non shedding roller cover to achieve a uniform fine texture finish. K AREA RUG • • I OPEN P - 13 l I 11;aLD. -Paint 2 coats per C -5 finish schedule, sand primed surface, cut and roll with a 3/8" non shedding roller cover to achieve a un oYm' fr 'f e e L RECESSED CABINETS • • of any debris, take care to achieve as tight a brush texture finish possible. Note: Sand substrate between all coats. Trim - High Gloss Oil Finish 9 FITTING ROOM EQUIPMENT/FIXTURES I KANGAROO BEIGE SATIN/OIL- BENJAMIN MOORE SATIN IMPERVO C235 C2352801 OY - 7X, BB -16, MA -1X18, ¥1 KIOSK ACCESS PANEL FOR LIFT IN LIBRARY P -14 I A DOORS, HARDWARE, HINGES AND LOCKSETS • • - Preparation apply 2 coats of Fammowood Professional Wood Filler or equal, fill nail holes, surface imperfections and defects to achieve a smooth finish free of Indentations or surface imperfections. -Prime 1 coat per C -5 finish schedule, spray only to achieve a uniform fine texture finish. -Paint 2 coats per C -5 finish schedule, sand primed surface, spray or cut and roll with a 1/ 4 non shedding roller cover, back brush / tip off with a Purdy Ox Hair /China Bristle Blend Brush or equal to achieve a uniform finish, free of any debris, take care to achieve as tight a brush texture finish possible. Note: Sand substrata between all coats. RECEIVED Trim - Satin Oil Finish CITY OF TUKWILA ` B BENCHES, 1-100K5 AND NANGBARS • • I BLUE TED TED MD PORCH V GROOVE CEILING C GO -BACK CABINET • • P -15 I D - FITTING ROOM VESTIBULE FURNITURE • • i729 \.�.G3; �� - ST=RED ABC , 1iEC i '= � . -' + K. ijo? .' ST 0 '_ ;=''i =1`�'a SALES SHELVES #5, #7 AND #q MABEL GREY CREATIVE PAINTS, DUBLIN OHIO 3223-36 CLEAR SATIN BASE 3223 -36 -1 f LB-16, BU -9Y PB -2Y24 QR-Y40, TWbY12 PER GAL. SA SHELVES ROOMS # 5 , #7 AND #q E FITTING ROOM DRESSER • • F WOOD VENEER PANELS • • G FITTING ROOM MIRROR • • OIL PRIMER 'OIL- 'FRESH START' ALL - PURPOSE ALKYD PRIMER 024 N/A WOOD TIROUGI -TOUT STORE N FITTING ROOM MIRROR BOX/BACK PANEL • • - Preparation apply 2 coats of Fammowood Professional Wood Filler or equal, fill nail holes, surface imperfections and defects to achieve 2 ilia 7 smooth finish free of Indentations or surface imperfections -Prime 1 coat per C -5 finish schedule, spray only to achieve a uniform fine texture finish. PE1 CENTER -Paint 2 coats per C -5 finish schedule, sand primed surface, spray or cut and roll with a 1/4" non shedding roller cover, back brush / tip off with a Purdy Ox Hair /China Bristle Blend Brush or equal to achieve a uniform finish, free of any debris, take care to achieve as tight a brush texture finish possible. Note: Sand substrate between all coats • NOTES: ALL PAINTED SURFACES TO RECEIVE (11 COAT OF PRIMMER AIM (2) FINISH COATS AS SPECIFIED ABOVE. ALL WALL AND CEIJJNG SURFACES THAT ARE FRISKED WITH MIRROR (M-1) SHALL BE PRISED BY G.C. PRIOR TO MIRROR INSTALLATION ALL SURFACES RECEIVING PAINT WITH 'GLOSS' FINISH SHALL BE RMSHED BY G.C. WITH A 'LEVEL 5' FRESH. SEE 'ROOM FINISH SCIEDULE' AND SHEETS A0.2A AND AO.28 FOR ADDITIONAL LOCATIONS THAT REQUIRE A 'LEVEL S FLASH BY G.C. 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BOARD OVER r 3 5/$ METAL STUD FRAMING ,I THIN -BRICK FINISH OVER 1/2 r �� PAINTED PLYWOOD OVER 5 /8 " �; " GYP. BOA RD ON 3 5/8 M ETAL w -�' IN : I` I` : :k I , � = F•� 3 5/8 METAL FRAMING 2X F.R.T. WOOD BLOCKING AND 1/4" SHIM _ . METAL 5TU FRAMING " 5/8 GYP BOARD STUD FRAMING 2X F.R . WOOD BLOCKING r A /4 SHIM \\ ' t' �: \ ::: ,�, 07, - ..: ��- �� r —____—� T Fl DO DARK OAK CASING TRIM 2X F.R.T. WOOD BLOCKING iii okko ��, AO Ti -PP APPLIED PRIMED I r• 112-PP PRIMED WOOD TRIM _ Fl DO DARK OAK CAST TRIM 2X F.R.T. WOOD BLOCKING Z 1 ` r#' FRAMING Fl -PP PRIMED • •► ING TRIM T47 -PP PR IMED TRIM OVER 1/2' = _A„_ � �' ��• � I� I , : � '� . ' -- r -� -i " r WOOD TRIM BOARD " PLYWOOD OVER 5/$ GYP. BOARD OVER 3 5/$' METAL FRAMING �� � � Ti -PP APPLIE PRIMED WOOD ` �� I ; ' �, ,- .. �— AND 1/4' SHIM AND 1/4' SHIM TRIM BOARD 1 ' \ = F3 DO DARK OAK CASING TRIM DARK OAK DOOR CASING HEAD CASING @ HEAD F3-DO DARK OAK CASING TRIM OVER 3/4 PAINTED 3/4' PLYWOOD *NOTE: G.G. SHALL ROUT Fir , F2 -PP PRIMED CASING T6 PRIMED TRIM W I; _ - .' f: . _: , : • TRIM W PAINTED OOD DOOR CASING HEAD OVER ' I FACE OF DOOR TO ALIG N N Z I ► � � il FACE OF GYP. SD TO E ` � l : `�� :'- 3/4 GAP BETWEEN FAG THE BLOCKING AT HEAD AND JAMB FOR INSTALLATION OF 5ENSORMATIG LOOP SYSTEM EQUENCING RE2JIREMTS SE4 WITH OWNER'S CONSTRUCTION MANAGER EM PRIOR TO COMMENCENT OF WORK PAINTED WOOD CASING @ HEAD PRE -HUNG PANEL DOOR- (DOOR #4 t AT SALES ,AND DOOR AT SALES #1O) REFER TO DOOR , �I SCHEDULE FOR ADDITIONAL INFO DOOR AND EDGE OF PLATFORM BELOW liAl) HUNG DARK OAK PANEL DOOR PRE - #1- REFER TO DOOR SCHEDULE PRE -HUNG DARK OAK PANEL DOOR #i- REFER TO DOOR SCHEDULE f , �� -PP � �- F3-PP PRIMED CASING TRIM p'ed . DARK OAK DOOR WITH GLASS LITES- DOOR #21 REFER TO DOOR SCHEDULE FOR MORE INFORMATION F2 PP PRIMED CASING ' FOR ADDITIONAL INFORMATION B -1 DOOR 5/8 GYP. BOARD OVER HEAD DETAIL 1 /4 FOR ADDITIONAL INFORMATION rrl ! NOTCHED PATTERN ON SIDE OF DOOR - A-1 DOOR Fl -DO DARK OAK CASING TRIM HEAD DETAIL 2X F.R.T. WOOD BLOCKING _ C-1 DOOR HEAD DETAIL Fl -DO DARK OAK CASING TRIM - ��,. D-1 DO _ , ,I1 ; ETAIL LINE OF FLOOR TRANSITION FROM STOREFRONT LIFT TO SALES #1 (LIVING ROOM LIFT TO LIVING ROOM FLOOR) 2X F.R.T. WOOD BI OVER F5-PP PRIMED PLINTH PAINTED WOOD DOOR OVER F4-DO DARK OAK PLINTH STAINED DARK OAK 3 5/$" METAL FRAMING 2X F.R.T. WOOD BLOCKING OVER F4-DO DARK OAK PLINTH 2X F.R.T. WOOD BLOCKING AND 1/4 SHIM STAINED DARK OAK AND 1/4 5HIM CASING AND 1/4' SHIM DOOR CASING LINE OF WOOD FLOORING " 1/4 Llama DOOR CASING AND 1/4' SHIM 5/8" GYP. BD. ON I STUD FRAMING 5/8' GYP. BOARD OVER 3 5/8' DARK OAK DOOR WITH LINE OF HOOD FLOORING 1/4" 5/8' GYP. BOARD OVER 3 5/8" METAL STUD FRAMING - : f . , .. .. _.... , GLASS LITE DOOR # 2 TO DOOR SCHEDULE F OR MORE INFORMATION M 5 ET'AL TUD FRAM NG TRANSITION BELOW TRANSITION BELOW \ , " - '"•; ' \ __BELOW L I . i IM A w il l /Mit r111.1 ,IF �� . kk.-.■■■ _ \ , r — ith--- REVISION DIRECTIVE KEY B.D.- BUILDING DEFT. T.D.- TENANT DIRECTIVE G.C.- GENERAL. CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE ! i ' #2714 RAISED BARREL HINGE _..•. \ �J •gi - THIN -BRICK FINISH OVER 1/2 „mum : � �! . I " I, 1/4 - JAMB DETAIL ` - 161.114 ��' �� ,• PAINTED PLYWOOD OVER 5/8" GYP. BOARD ON 3 5/8' METAL ,#ir I z -'.` .: ... 4 g111411 ' �= PREUNG DARK OAK PAN II -H EL DOOR #1- REFER TO DOOR SCHEDULE FOR ADDITIONAL 1/' ° " FRAMING , PRE -HUNG DARK OAK PANEL DOOR #1- REFER TO DOOR SCHEDULE FOR ADDITIONAL r 1/2" 3/4 PAINTED PLYWOOD OVER THIN -BRICK FINISH OVER 1/2" 1/2" PAINTED PLYWOOD OVER 5/8' 5/8' GYP. HOARD OVER 3 5/8' METAL STUD FRAMING F3 DO DARK OAK CASING TIMBERLANE OFF HINGE 411=T 1/2 " ., 5 1/2 F3 -PP PRIMED CASING TRIM DARK OAK SHUTTER- SEE DOOR SCHEDULE FOR ,,/4 ° PAINTED WOOD FRAME INFORMATION GYP. BOARD ON 3 5/$" METAL INFORMATION FRAMING NANZ #3005 DOOR HINGE PI/ DOOR STOP NANZ #3005 HINGE JAMB DETAIL D -2 DOOR JAMB NG OVER F1-PP PRIMED F4 -1 PRIMED PLI • REVISIONS: I A BLDNG DEPT 11 ADDITIONAL INFO B -2 DOOR F3 -DO DARK OAK CASING C -2 DOOR JAMB DETAIL DOOR A -2 DOOR PRE -HUNG PRIMED DOOR - REFER TO DOOR SCHEDULE FOR ADI DETAIL INFORMATION A DOOR FRAME DETAILS STOREFRONT ENTRN SCALE: 3' • 1'-O' DOORS DOOR FRAME DETAILS STOREFRONT DISPLAY SCALE: 3" • I' -o" DOORS DOOR FRAME DETAILS HC RAMP DOOR AT SCALE: 3' • i'-0' STOREFRONT DOOR FRAME DETAILS LIFT DOOR SALE SCALE: 3' .. 1' -O' := 71/4 SAL - S #12 SIDE WALLPAPER • 5/8' GYP BOARD OVER 6 71/4" B 4 RADIUS 8 ziA■ ISSUE DATE: PERMIT DATE: 9/15/071 LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 MASTERS 7-27-2007 I SALES .10 SIDE 5/8" GYP BOARD •, ER 6" - _.j CLOSE SIDE ' , •: .; F.R. ALCOVE SIDE 3/4" BENDABLE VENEERED PLYWOOD r r OVER 3/8 MD 1/4 GYP BOARD OVER 'r 'V se ; se ' ` I 1 wt wk ,i1; u■ ■ @OI ��; ∎o1.:: W ,� �i ; ,o; ��, �o1 iii wk Nol ��' Y` __ ' ' : : _ ° ON '� _ - ; 1 � - CLOSET SIDE 4 7/8" '. LIFT SIDE r -' SALES SIDE ti NON -SALES S CERUSED OAK PANEL I i,i . ' AO . ��� ::= ow :.. i ow `= n� : -� ow ., :- • = SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS RE QUIRED METAL STUD FRAMI 5/8' GYP BOARD OVER METAL -TUD FRAMING F.R.T. WOOD BLOCKING METAL STUD ING = s; 5/$ GYP ; • • D OVER METAL STUD FRAM ' 2X .R.T. WOOD BLOCKING D 1/4" SHIM METAL STUD FRAMING ON RADIUS ! *NOTE: F2 CASING TO HAVE DEEPER RETURN ALONG RADIUS AS REQUIRED Fl PAINTED CASING TRI 5/8' GYP BOARD OVER r 3 5/8 METAL STUD FRAMING 3/8" AND 1/4" GYP. BOARD OVER METAL STUD FRAMING ON RADIUS 2X F.R.T. WODD BLOCKING CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :NH3 -I . =i ' : TO MAINTAIN A 'STRAIGHT' EDGE F2 -00 CERUSED OAK CASING TRIM + D 1/4' SHIM 4-PP PRIMED F4ATSTOGK TRIM i A - 1 -� CERUSED OAK ING TR Fl --CO CERUSED OAK 2X F.R.T. WOOD BLOCKII r AND 1/4 SHIM - ` `� CASING TRIM i1 p L AND 1/4" SHIM 1 / ■ :n L , p r • FACE OF DOOR TO ALIGN WITH FAGS OF GYP. SD TO ENSURE r -: r _'�_�� T24-PP PRIMED --� FLATSTOCK TRIM ( , • d DRAWN: x)0( _ , ��� ; � - , , IW�-"W— METAL DOOR AND WELDED FRAME (DOOR AND FRAME RATING A5 = i REVIEWED CODE COMPLIANCE APPROVED DEC PRE -HUNG RAISED PANEL DOOR #6- SEE DOOR SCHEDULE FOR CASING @ HEAD MIRROR GLAD WITH OO N R G REFER TO DOOR SCHED PRE -HUNG PANEL DOOR #7- , I � — \ REQUIRED PER DOOR SCHEDULE) G.G. TO INSTALL PRE - FINISHED CERUSED OAK PANEL FACE TO SALES SIDE OF THE DOOR; PANEL. TO BE GLUED AND SCREWED TO DOOR. NOTE: NO VISIBLE FASTENERS -SCREW ONLY BEHIND KICK PLATE A � rr� I fir , REFER TO DOOR SCHEDULE rp J p NOTCHED PATTERN ON LIFT SIDE OF DOOR /) 1 daM :1 FOR ADDITIONAL INFO T FOR ADDITIONAL INFO ADDITIONAL INFO V E -1 D vs 5/$' GYP. ; D. STUD ' ING \ / (Iii;, Ira F -1 DO • , - TAIL LINE OF FLOOR TRANSITION FROM LIVIN a HEAD DETAIL City 01 Tukwila BUILUINt DIVISION II # - - • t - DETAIL G -1 DOOR HEAD DETAIL 2X F.R.T. WOOD BLOCKING AND SHIM AS REQUIRED CERUSED OAK CASING W/ DOOR STOP 3/8' AND 1/4' GYP BOARD OVER H -1 DOOR ".. DSGNR: MB ON 6" F ETAL FLAT5T• TRIM T24 -PP PRIMED FLATSTXK TRIM LINE OF FLOOR TRANSITION FROM ROOM LIFT TO SALES #12 FLOORING 2X F.R.T. WOOD BLOCKING AND 1/4 SHIM \ GASHR001"1 TO NON -SALES r WOOD BLOCKING AND 1/4" T24-PP PRIMED - 1/4" 2X F .T. WOOD AN 1/4" SHIM BLOCKING I/4" 5/8" GYP. BD. ON 6" METAL - P INTED WOOD =TOP FRAME W/ • • • STUD FRAMING 1 i 3/8 5/8' GYP. BOARD ON 3 5/8" METAL STUD FRAMING I SCALE:3' - 1 ..Mrs 711111111�� 1 , i tr/1 L PP' •P" 1,„■„ _ - _ ; - _ :: , : � � METAL STUD FRAMING ON RADIUS . .... ,....------.--- 1 ! �!!! ''? i ,, I 0 ' -::::-.::::-..:.-:- - .-,.. .. . -:.::,-'-:",-.-:-.-::'' . RECEIVED CITY OF TUKWILA ___ . . �r b , .. . wt , Ilk*/ I �� Q s ` PhiiiVIIT CENTER -� �� 1/4 6729 ED R_ Q TE .;1 u�I C T • r' ,; I I '� i � �.t. �� .46.,„:„..,m n � /4 " =- - - /4 r � 5 1/ 2' q !. 3/4' BENDABLE VENEERED PLYWOOD r UNG PRIMED WOOD PRE -HUNG DOOR- REFER TO DOOR SCHEDULE FOR ADDITIONAL /4" INFORMATION 1/ -' 5 I A 4 r PRE -HUNG SED OAK OVER 3/8" AND V4" GYP BOARD OVER . ,. + PAPER OVER 5/8" GYP DOOR REF - T DOO F1 -CA CERUSED OAK CASING OVER F4-CO PRIMED WOOD CASING W/ DOOR STOP - r _ r ON METAL FRAMING SCHEDULE F• . ADDITIONAL INFORMATION F2-CO CERUSED OAK CASING METAL STUD FRAMING ON RADIUS PRE -HUNG CERUSED OAK DOOR F2-CO CERUSED OAK CASING TRIM SCHEDULE FOR ADDITIONAL CERUSED OAK PLINTH NOTE: METAL DOOR AND FRAME TO BE Fl -PP PRIMED CASING OVER F4-PP PRIMED PLINTH E -2 DOOR JAMB DETAIL OVER F5 -CO CERUSED OAK PLINTH INFORMATION G -2 DOOR JAMB DETAIL PAINTED P -14 (KANGAROO BEIGE) H - DOOR JAMB DETAIL CERUSED OAK W • • • CASING OVER F5-00 CERUSED OAK W/ DOOR STOP PLINTH F -2 DOOR JAMB DETAIL — ABFC50017 SHEET DOOR FRAME DETAIL LoSET DOOR AT SAL . 3' • ' *10 (WITH LIFT OPPOSIT = SCALE. 3 1 ( DOOR FRAME DETAILS LIFT DOOR AT SALES 1 3' • ' SG4L.E. 3 i-0 G DOOR FRAME DETAILS FIT ROOM CLOSET 3' • V_ " SCALE 3 t o DOOR H DOOR FRAME DETAILS CA P TMR "F 'ROOM 3' • V_ P SALES * SCALE. 3 r ALCOVE PASS THRU A 1 0 A 0.4 C 9 1A 4 7/8" 4 , 6 OA 4 7/8" 4 RAMP SIDE STOOP SIDE 10 4 7/8 11 CONCEPT 5 5/8 GYP. BOARD OVER 5/8" METAL -- . PA - S-THRU SIDE I NON-SALES -- IDE SALES *10 SIDE CLOSET OR 1/2 5 / 8 ' ' 3/4' 5/8 GA.:. ON 3 5/8 " ME TAL • -: . - SECURE DOOR - . E AT FLOOR SLAB AND 14 - P AS REQUIRED 5/8 GYP ;-- • • RD OVER 3 5/8" M AL STUD FRAMING 5/6' GYP BOARD OVER 6' : RAMP SIDE 3 FRAMING 2X F.R.T. 14100D III 3/4' NON-Cal BLOCKING METAL STUD FRAMING Fl-PP CASING TRIM - - 5/8" GYP BOARD OVER METAL STUD FRAM ING 2X WOOD BLOCKING --- U --- BLOCKING AND 1/4 SHIM 5/8 " G.1.4.8 ON 3 5/8" -igalliglir --- T P l a i dhl i T r idr i Y mETAL STUDS 1 -1014NSON 2000' POCKET — .Baia 111 TI-FP D 111.4 . 1 5/8" GYP. BaaRD OVER TRIM T2 PP WOOD - 1 : . METAL FRAMING Fl-PP FRE-FRI 30 CASING TRIM 111 411 _ .‘1. l :. DOOR FRAME ATTACH Pi 1 i mil 1 TO FRAMING PER = MANUFACI1JRER SI-10P DRAWINGS TRIM _ 2X F .T. WOOD BLOCKING ki I . p 1/4" 514IM T24 PRIMED , PW"i1111.... A F2-PP CASING TRIM -4111111111111111.- , I . , • . . F.R. AND 1/4' SHIM I = --. F2-PP CASI NG TRIM A-- :.4. Iii..-_ -mull iViii • ,.. = - .... . T24-PP PRJMED FLATSTOCK TRIM 16 4 15/" d DETAIL 'T17-FP fi 3 DARK OAK DOOR WITH GLASS LITES- REFER TO DooR *no ot4 DOOR SCHEDULE FOR MORE P MiNI ) 1/2' HEAD WOOD TRIM 5' X 1 1/2" WOOD TRIM 3/4" X I' WOOD TRIM WO , Em -PP 3/4' I 3/8 X 1 1/2' WOOD "1111111111PrWAI- • F LATSTOCK TRIM PRE-PRIMED POCKET DOOR .. I II (1) 31-0 W. x 7 14. x I 3/4' 04 • METAL DOOR AND WELDED FRAME (DOOR AND FRAME RATING AS REQUIRED PER DOOR SCHEDULE) , I Ii PAINTED WOOD HEAD -.... I RN 1 5/16' INFORMATION M-1 DOOR CASING . PRE-HUNG PRE-FINISHED DARK I I V ili L-1 DOOR HEAD DETAIL G.C. TO INSTALL PRE-PRIMED PANEL FACE TO SALES SIDE OF THE DOOR; PANEL TO EE GLUED AND SCREWED TO DOOR. NOTE: NO VISIBLE FASTENERS-SCREW ONLY i OAK RAISED PANB. DOOR i K-1 DOOR HEAD DETAIL T24-PP TRIM ", .. - BEHIND KICK PLATE J-1 DO 3/8 3 V l' --*, TAIL ri t 'JOHNSON 2000' POCKET DO FRAME LEGS OR POCKET DOOR FRAME • � PRE-FIN DARK TO DOOR COA ADDITIONAL INFO- OAK SIDE ON DOOR LITE- REFER SCHEDULE FOR '4-PP PRIMED FLATSTOCK TRIM PRIMED FLATSTOCK F.R.T. WOOD BLOCKING AND cri 0 --... co II% cr TrP. 2X F. WOO BLOCKING AND 1/4' SHIM - . T31-FP 1.400D TRIM '•;ct- To _ ..... - -4- ,2X 1/4' 514IM ON 3 1.....--. -..-_ :---:--------- I , ilith ,4 5/8" G BOARD CN 3 5/8' METAL ING _ A 5/8' G.H. 5/8" STUDS P w■ r- ,,,, . . PRE-FIN DARK OAK DOOR P O 1 7., -,.. r- 'Tr 5 X I I/2" WOOD TRim I 3/8 X I 1/2" WOOD TRIM PRE-PRIMED POCKET DOOR • a • 1,,, . „ 1- - i ■ re r_...... . . . . : 1 I 1 1 r WITH GLASS L1TES-- REFER 1 TO DOOR ON DOVR 12, 3/8' ANGLE CLIP- 1/8' WALL X 1 1/2" X 1 1/2" ANGLE AT 3/4" THICK NMI A 1401-E IN fl REVISION DIRECTIVE KEY 5.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE -Q.-. MO / 2 , f ITHER END MD INTO SCHEDULE FOR MORE E (1 SIDE MOR SE 1 1/2 FRAME MD OTHER SIDE MORTISED INTO - - --- -1-..v. INFORMATION BOTTOM OF SIDELITE AND FR F OR ATTACHMENT TO FLOOR IN FIELD) M-2 DOOR JAMB DETAIL ':--::‘••:-- •::"--"::-•::'::.."---•:-:-.:- - • li ..,„.. \ \--- f 77:7:77:7 7 11m14 " e 1/4' 5 1/2" 5/8 GYP. BOARD ON 3 5/8 METAL STUD FRAMING CASING Puikn4 4 15/16" 4,2 1/81 , 1, 1 5/16" 5/16" .. 1, L-2 .. DOOR JAMB DETAIL 63/6' w GYP BOARD OVER 3 5/8" METAL STUD FRAMING 5 1/2" FI-PP PRIMED CASING OVER i-• F4-FP PRIMED PLINTH J-2 DOOR Fl PP OVER F4-PP NOTE: METAL DOOR AND FRAME TO B PAINTED TO MATCH WOOD TRIM JAMB DETAIL 4 15/10 ,2 1/8" 1 FRE-HUNG PRE-FINISHED DARK OAK RAISED PANEL DOOR K-2 DOOR JAMB DETAIL I I REVISIONS: I A BLDNG DEPT 11 LINE OF DOOR MEAD ABOVE PRE•PRIMED POCKET DOOR THIN ON 1/2" 1 40' ■•._at_I ....._ FRENCH DOOR SALES *12 DOOR FRAME DETAILS E: 3" -0 SCAL V DOOR FRAME DETAILS NON-SALES DOOR AT PASS- THRUS BETWEEN SALES SCALE 3" .. V-0' *449 AND SALES *12 K DOOR FRAME DETAILS CLOSET AND RAMP SCALE 3' v 1 DOOR IN SALES #10 BRICK FRT PLYWOOD ON 5/8" GAB OVER 3 5/8' METAL STUDS 1111P'' 5/8 G.1.4.15 ON 3 5/8 STUDS - \ r 4 7/6' 7 1/4" :;-' MN /// P a W/r.4 i i -0 1 . 111 - 11111- II Ill- U - - - .... k1,1 g ;5 :5 g „„ ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 I MASTERS 7-27-2007 I 2X NON-COM BLOCKIt4G . . w ID 0 .. L • 5/8" GYP. BOARD OVER 3 5/8" METAL FRAMING L-3 DOOR JAMB DETAIL 2X F.R.T. WOOD BLOCKING. AND 1/4' SHIM 5/13" GYP. BOARD OVER -, . . , 2X F.R.T. WOOD BLOCKING AND 1/4" ." II r— 6 METAL. FRAMING SHIM ..i. :.. --; :- -1 ,,,_:-,, :.,.. DOOR FRAME DETAILS POCKET DOOR AT STOOP SCALE 3' = 1 % . ' L 1AV CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 Xxx :NH3 5/8" GYP. BOARD OVER 3 5/5" METAL FRAMING F2-DO CASING TRIM I -.414 1 • F2-00 CASING TRIM F2-PP CASING TRIM ....._. ■ 7 74- --.. k 9/16 q/le PRE-FIN DARK OAK SIDE LITE- REFER TO DOOR SCHEDULE FOR ADDITIONAL INFO • PRE-FIN CERUSED OAK PANEL -, DOOR- REFER TO DOOR #SC ON DOOR SCHEDULE FOR DRAWN:xm - 3/4 ADDITIONAL INFO >< 5/8" GYP. BOARD- G.C. TO PAINT WALL P-12 PRIOR TO FIXING DOOR IN PLACE - '-. REVIEWED FOR. CODE COMPLIANCE APPROVED DEC 2 8 2007 4 7/8 dOM :1 Q-1 DOOR HEAD 2X F.R.T. WOOD BLACKING DETAIL P-1 SIDE LOOSE STOP LITE HEAD , ' 4" DETAIL City Of Tukwila BUILDING DIVISION II RECEIVED CITY OF TUKVVILA NOV 2 8 2u07 Pb1 CENTER , DSGNR: MB F2-PP CASING OVER F5-PP PLINTH AND 1/4' 514IM 5/8" GYP. BOARD- G.C. TO PAINT WALL P-12 PRIOR TO FIXING DOOR ----.. ....._ 7..o -7. . ... v4i ;r co I SCALE:3' • ii-o" IN PLACE #4 III/ NW N tit \•• PRE-FIN DARK OAK \ = ii _; ri 5/8' GYP. BOARD OVER 3 PRE-FIN CERUSED OAK PANEL DOOR- REFER TO DOOR *I5C ON DOOR SCHEDULE FOR ADDITIONAL We i SIDE LI- REFER TO DOOR # ON DOOR 5/8" METAL FRAMING INFO 1 i 5/8" GYP. BOARD OVER 3 F2 PP CASING OVER SCHEDULE FOR ADDITIONAL INFO F5-PP PLItkrn-i F2-CO CASING CNER ... .. 5/8' METAL. FRAMING P-2 SIDE LITE JAMB DETAIL F5-CO PLINTH 0-2 DOOR JAMB DETAIL — 6729 RFGISTERED AFICHI- . STATE t3TON ABFC50017 SHEET SIDE LITE FRAME DETAILS SALES *12 SCALE: 3" 0 1 Q SALES *1MPA DO DUMMY DOOR FRAME DETAILS OPPOSITE 2 DU Y OR LIFT SCALE 3" = 1 . ., AO 4D TITLE 24 DISABLED ACCESS REQUIREMENTS. ICBO #2244 OR EQUAL TOP CLIP (MECHANICALLY FASTENED) • . G.C. SHALL COORDINATE ALL ATTACHMENTS TO EXISTING LANDLORD STRUCTURE AND DECKING TO VERIFY ALL REQUIREMENTS/RESTRICTIONS AND NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES WITH DETAILS IN DOCUMENT SET SECURE TOP TRACK TO STRUCTURE USING A MIN. OF K ' CONCEPT 5 THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLE PERSONS AS SET FORTH IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND THE BLUE SHALL EQUAL TO COLOR NO. 15010 IN FEDERAL STANDARD 5c150. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED. VISIBLE FROM APPROACHING PEDESTRIAN WAYS. SSA DOORWAY SHALL OF A SIZE AS TO PERMIT HE EVERY REQUIRED ENTRANCE OR PA GE D R Y LL BE F ZE T PER T T INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET, 8- INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST g0 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF DOORWAY IS NOT LESS THAN 32 INCHES. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN PATH OF TRAVEL. SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS PUSH - PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE NAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. THE BOTTOM 10- INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, 10 -INCH 1-41G4-4 SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 -1/2 LBS. FOR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY UTILIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR. DOOR. MAY BE INCREASED NOT EXCEED 15 LBS. TOILET ROOM FIXTURES: DESIGN LOAD FOR ACOUSTICAL LAT -IN F IS 2 POUNDS PER SQUA RE >r FOOT SEISMIC LOCKING PIN (2) 5/6" TYP SCREWS 0.5 !=VERY 24" O.C. MAXIMUM ■-„‹ IF APPLICABLE XX' A / 1 MALL DECK , I � E , / I TOP OF F HEIGHT W EZ ! CL ILI ` 1/2 EMT - RUN TIGHT TO STRUCTURE ABOVE (4' - 0" MAX. FOR 1/2" �) 1/2 EMT _RUN TIGHT TO STRUCTURE 1/2" ABOVE 4' - 0" MAX. FOR 1/2" �) ( SPRING CLIP I � � l,r G U 12 GA. VERTICAL I IANGER WIRE COMPRESSION STRUT REQUIRED @EACH SEISMIC RESTRAINT 12' - a" O.C. EACI-I WAY AND WITHIN 6' -0" OF EACH WALL ,.` ° 2 1/2 " STUD INFILL 45 ANCHOR TO TOP BOTTOM CHORD i_ u-i - ° r 45 -,/ Nip. \.\._.. � ..:::_z. � , MAIN RUNN - " Q 12 A. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED @ EACH SEISMIC RESTRAINT 12 -0 �: O.G. EACH WAY AND WITHIN 6' -0" OF EACH WALL SCREW BRACING TO STUD INFILL W/ 3 #8 BREWS 3 5/8" x 18 A. MTL. STUD BRACING @ 48' O.G. -ALT. SIDES ■ H I.r U 45 VERTICAL - 12 A. HANGER WIRE @ 4' -0" O.G. NOTCH FILL ALL VOIDS @DECK FLUTES w/ FIREPROOF FILL 3/4" EMT -BUTT TIGHT TO 1 5/8" METAL JOIST FRAMING REFER TO ll - z CROSS TEE LOCKING CLIP TO FASTEN CROSS TEE TO MAIN RUNNER 3/4 EMT - OVER MAIN RUNNER DRILL 5/32" MOLE FOR 1/8" BOLT AND LOCK NUT AFTER CEILING SYSTEM IS 'CEILING PLAN' ' EE L A/A0.3 SCREW STUDS BRACING TO WALL W/ 3 #8 SCREWS REFER TO . MAX � 'E DRILL 5/32" HOLE FOR 1/8" BOLT AND LOCK NUT AFTER CEILING SYSTEM IS LEVELED BULB CLIP (MECHANICALLY FASTENED) SUSPENDED CEILING DETAIL LEVELED SPLICES AND INTERSECTIONS OF RUNNERS SHALL BE ATTACHED WITH MECHANICAL INTERLOCKING CONNECTORS SUCH AS POP SCREWS PINS RIVETS, PLATES WI BENT `� SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMSERS ABOVE -NOT TO ROOF DECK • 'MAX , , CEILING PLAN' 400.74orp- 45' MAX O R OTHER OVED CONNECTORS APPR FOR 2x DESIGN LOAD OR ULTIMATE AXIAL OR COMPRESSION (MINIMUM 60 LBS.) p p ,4 I• HG AN ER WIRE TOP CLIP f � � t► = SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK " 3 5/8 X 18 GA. MTL. STUDS @ 16" O.C. WITH (1) LAYER 5/8" TY 'X' GYP. BOARD TIT. EACI -1 SIDE - RUN FROM SLAB TIGHT TO DECK ABOVE LAY -IN CEILING - 45' MAX - ,e SEE DETAIL A/AO.3 HANGER WIRE ■ �� SPRING CLIP ATTACHMENT �� 1W1 i� „ _ (3) TURNS MIN. IN 1 � 1/2" (TYP) � ♦ � 45' MAX. � . MAIN RUNN (4) -12 GA. SPLAY WIRES - SPLAYED CROSS TEE g0 FROM EACH OTHER AND 45' FROM CEILING PLANE :_ d NOT TO EXCEED 6 0 - . HOLES lah ° 1 5/8 x 16 GA. METAL JOIST FRAMING @ 48 O.C. SPLAY BRACE WIRE # COMPRESSION POST SUSPENDED CEILING DETAIL (4) -12 GA. SPLAY WIRES - SPLAYED ' FROM EACH OTHER AND 45° (MAX.) FROM CEILING PLANE 1/2" TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS, NO MORE THAN 44- INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE GREATER THAN 5 LBS. FLUSH CONTROLS SHALL BE OPERABLE WITH ONE NAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE GREATER THAN 5 LBS. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER TI-IAN 5 LBS. LEVER - OPERATED. PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF - CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10- SECONDS. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29- INCHES FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH THE KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30- INCHES IN WIDTH WITH 8- INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF c1-INCHES NIGH FROM THE FLOOR AND A MINIMUM OF 17- INCHES DEEP FROM THE FRONT OF THE LAVATORY. A MAXIMUM HEIGHT OF 34- INCHES TO THE TOP OF THE LAVATORY IS RECOMMENDED. H OT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES GRAB BARS, FASTENERS AND MOUNTING DEVICES 5HALL BE DESIGNED FOR WHERE FITTING OR DRESSING ROOMS ARE PROVIDED FOR MALE OR FEMALE CUSTOMERS, AT LEAST ONE (EACH TYPE) SMALL BE ACCESSIBLE TO AND USABLE BY THE HANDICAPPED PERSONS /PEOPLE WITH PHYSICAL DISABILITIES. ENTRY DOORS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 3304 AND ALES LEADING TO SUCH DOORS SHALL CONFORM TO E USE BY PEOPLE SECTION 3315.1(a) AND (b) THE BOTTOM OF MIRRORS PROVIDED FOR THE WITH PHYSICAL DISABILITIES/THE HANDICAPPED SHALL BE NOT GREATER THAN 20 -NCHES FROM THE FLOOR AND CLOTHING HOOKS NOT GREATER THAN 48- INCHES FROM THE FLOOR. THE MINIMUM DIMENSION OF THE ROOM SHALL BE 60- INCHES IN WIDTH AND LENGTH. ELECTRIC SERVICE: SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145 4) @ MAX. SPACING OF 24" 0.C. U.L. DESIGN U465 8" (MAX.) OR 1/4 ' LENGTH OF DIST. TO FIRST MAIN ■ 7/8" CHANNEL FURRING @ 16" O.C. - SECURE TO 1 5/8" METAL JOIST FRAMING WITH NOTE: L/R e RATIO NOT EXCEED 200 MIN. 8 GA. WIRE / J CONT. I- 10RIZ. PREVENT SPREADING RUNNERS STRUT TO OF HANGER WIRE ALLOWABLE TENSION ti ::::::::: 412 170 15. 4 -0 u o.c. max. #10 300 lbs. 5' -0 o.c, max. NOTE: 1-/R RATIO NOT EXCFEI] 200 GROSS TEE RUNNER - MAIN ACOUSTICAL PANEL NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO TOOL * FASTENERS - ICBO #ER 4546; HILTI INC. - IG80 #ER 1210; #ITW RAMSET/ RED HEAD - ICBO #ER 1147 OR EQUAL (TYP.) WALL TRIM SUSPENDED CELNG DETAL @ WALL LAY - IN CEILING SUSPENSION SYSTEM REVISION DIRECTIVE KEY 8.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE ,A LAY-IN CEILING INSTALLATION (SEISMIC) N.T.S. SUSPENDED GYP. BD. CEILING (SEISMIC) SCALE N.T.S. � WALL SECTION (1) HOUR PARTITION SCALE 3/8' - 1' -0' G.C. SHALL AND DECKIMIG (IMMEDIATELY COORDINATE ALL ATTACHMENTS TO TO VERIFY ALL REQUIREMENTS/RESTRICTIONS OF ANY DISCREPANCIES WITH DETAILS SECURE TOP TRACK STRUCTURE USING EXISTING LANDLORD STRUCTURE AND NOTIFY ARCHITECT IN DOCUMENT SET TO A MIN. '5-12' J G.C. SHALL COORDINATE ALL ATTACHMENTS TO EXISTING LANDLORD STRUCTURE AND DECKING TO VERIFY ALL REQUIREMENTS/RESTRICTIONS AND NOTIFY ARCHITECT IWAEDIATELY OF ANY DISCREPANCIES WITH DETAILS IN DOCUMENT SET NOTE: PARTIAL HEIGHT PARTITIONS SHALL BE FRAMED TO 12' -0' A.F.F. MINIMUM, AND SHALL BE PROPERLY BRACED TO EXISTING LANDLORD STRUCTURE AS SHOWN. G.C. SHALL AND DECKING IMIIYEDIATELY COORDINATE ALL ATTACHMENTS TO EXISTING LANDLORD STRUCTURE TO VERIFY ALL REQUIREMENTS/RESTRICTIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES WITH DETAILS IN DOCUMENT SET "± XX I -X OF (2) 5/8" TYPE scREws EVERY �� M AXIMUM , 0.5 I APPLICABLE XX' -X A.F.F. SECURE TOP TRACK TO DECK USING ) 5/8" TYPE '`. -12' SCREWS EVERT 24" G 24" 0.0. � ,� TOP OF FULL HEIGHT WALL MALL / ;� MALL I DECK II REVISIONS: I 11 -21 -07 t A.F.F. 1 TOP HEIGHT OF FULL WALL MALL DECK 1 I I I I 1 / ''' I ': 0 m .� E .:.U7 ^ 4 w Y MI w u C] z 4 s �v DECK = _ 5 , 4 z `' 2 1/2" STUD INFILL !15 ANCHOR TO TOP 2 1/2" STUD INFILL ANCHOR TO TOP 4 x 45 '` ° AN _ BOTTOM CHORD 45 ° � � 2 1/2" STUD INFILL �- 4 5' ANCHOR TO TOP * 3 5/8" x 18 A. MTL. STUD BRACING @ 4 o . C . - ALT . SIDES SCREW BRACING TO STUD INFILL W/ 3 #6 S CREWS BOTTOM CHORD 3 5/8 " x 18 A. MTL. STUD 121_0 q SCRE BRACING TO z TUD INFILL W/ 3 #8 SREWS - BOTTOM CHORD 6" ABOVE FINISHED CEILING BELL M ALL STRUCTURAL BRACING @ 48" O.C. BOTTOM OF 1 BULKHEAD 3 5/8 x 18 GA. MTL. STUD BRACING @ 48" O.G. - ALT SIDES 0 EXTEND GYP. BD. FULL HEIGHT I TO DECK ON ONE SIDE OF STUDS V SCREW BRACING TO WALL TOP OF PARTIAL HEIGHT WALL STEEL ~_ - REFER TO "V'CEILING PLAN' } SCREW BRACING TO WALL ji REFER TO SCREW BRACING TO WALL STUDS W/ 3 #8 SCREWS ISSUE DATE: PERMIT DATE: 9/75/071 I LANDLORD DATE: 9/74/071 L BID DATE: 9h6/07I MASTERS 7 -27 -2007 REFER TO / 'CEILING PLAN' LAY - IN CEILING - SEE A/A0.3 STUDS W/ 3 #8 SCREWS REFER TO 'CEILING PLAN' „ 3 5/8 x 18 GA. MTL. „ STUDS @ 16 O.G. WITH (1) u � � LAYER 5/8 TYPE 'X' GYP BOARD TYP. EACH SIDE REFER TO THE CENTER OF OUTLETS SHALL NOT BE LESS THAN IS INCHES ABOVE THE THE THE CENTER OF THE GRIP OF THE OPERATING HANDLE SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 3 - FEET NOR MORE THAN 4 - FEET ABOVE THE FLOOR OR WORKING PLATFORM. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48- INCHES ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDE WALK. STUDS W/ 3 #8 SCREWS LAY - IN CEILING - A/A0.3 CEILING PLAN EXTERIOR SIDE OF WALL 1/2" EXTERIc GRADE F.R.T. PLYWOOD 3/4" FOAM BOARD PART OF E.I.F.S. ASSEMBLY. REFER TO DETAIL C/A8.1 FOR COMPLETE EXTERIOR FINISH SY ASSEMI3�'�� DEC 2 8 20111 • \/ 'CEILING PLAN' CEILING SEE DETAIL 3 5/6 "x is GA. MTL. STUDS @ 16" O.C. WITH (1) LAYER 5/8" TYPE 'X' GYP. BOARD INTERIOR SIDE ONLY DETAIL 3 5/8" x 18 GA. MTL. STUDS @ 16' O.C. WITH (1) „ , , LAYER 5/8 TYPE 'X' GYP. LAY CEILING - SEE DETAIL A/A0.3 LAY -IN - SEE DETAIL A/A0.3 SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145 "P @ MAX. SPACING CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx DIHD IN -WALL BLOCKING NOTES BOARD TYP. EACH SIDE • IF WOOD BLOCKING WITHIN WALLS IS NOT PERMITTED, ALL " IN- WALL SECURE BTM. TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145 4 @ MAX. SPACING OF 24" O.C. SECURE BTM. T RACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145 "d) @ MAX. SPACING OF 24" O.C. 24" OF 24 O ; NON- COMBUSTIBLE BLOCKING SHALL BE 1figa. SHEET METAL OR MATERIAL THAT ALL A.H.J. ALLOWS. • WOOD AND / OR PLYWOOD BLOCKING ABOVE IS NOT PERMITTED. ALL City Of Tukwila RI 1T NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO DRAWN: xxx NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO HILTI INC. - ICB0 #ER 1290; #ITW OR EQUAL (TYP.) PARTITION "IN- CEILING" BLOCKING SHALL BE NON- COMBUSTIBLE. • ANY WOOD BLOCKING USED SHALL BE FIRE RETARDANT TREATED AND BEAR MANUFACTURERS' STAMP OF AUTHENTICITY • NOTE: USE OF COMBUSTIBLE MATERIAL ABOVE CEILING SHALL NOT BE PERMITTED. TOOL * FASTENERS - ICBO #ER 4546; HILTI INC. - IC130 #1 RAMSET/ RED HEAD - ICBO #ER 1147 OR EQUAL (TYP.) NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE: ERICO HILT( INC. - ICBO #ER 1290; *ITN OR EQUAL (TYP.) TOOL $ FASTENERS - ICBO #ER 4546; RAMSET/ RED HEAD - ICBO #ER 1147 PARTIAL HEIGHT TOOL * FASTENERS - ICBO #ER 4546; RAMSET/ RED HEAD - ICBO #ER 1147 D WALL SECTION NON -RATED PARTITION SCALE 3/8' = 1' -0' E WALL SECTION NON -RATED PARTITION SCALE 3/8' • 1' -0' I EXTERIOR WALL SECTION SCALE 3/8' -1' -0' MN :wain ING BOTTOM OF EXISTING DECK O R FL OO R ABOVE SAFING INSULATION MAXIMUM STUD HEIGHT - TABLE 1 SSMA BOTTOM OF EXISTING z DECK OR FLOOR ABOVE ' SIZE FRAME SPACING (in) O.C. 5 psf L /120 1/240 L/360 5 psf L/120 L/240 L/360 5 psf L/120 L/240 L/360 1 DSGNR: MB 1625125-30 1625125-30 162S125 -30 2505125 -30 12 Z50S 5.30 2505125 -30 3505125 -30 3505125-30 350S125-30 40OS125 - 3D 4006125 -30 400S125 -30 13008125 -30 6005125 -30 6008125 -30 5 A ci s2 N i+ IR N is 52 N v 12' -5" 9' -11' - 11-6' 9' -2' - 10'-5' 8' -3" - 1S' -8' 13'-2" 11'-6" 15'-4' 12'- ' 1S 1 10 -6' 13' -9' 10' -9" 9'4' 21'-8" 1T -r' 14' -10' 19' - m 15' -8° 13' -r 1T -9" 14'-0" 12' -0' 24' 19' - 0" 16' - B' 22' -0' 1T -6" is -2' 19'-8" 15' -T 13' -5' 32' -1" 25' -6' 22' -' 29' -2' 23' -2• 20' -3" 25 -1'f 20'4' 1T-8' 1O' -10" - - 10 -1' - - 9' -2' - - 14' -T 11'4" 10' -iD' 13'-4' 1O'- " ' -2' 6 9 1r -11" 9' -4' 8' -P 18' -11' 14' -10' 12' -10• 1T -5' 13' -r 1r -9' 15'-6" 12' -O 1O'-5" 20' -11' 16' 14' - 4" 19'-3" 1s - 2' i3' - 1' 1T - 1'f 13'x" 1f -T 28' -0' 22' -3' 22'-3" 29' -2' 222' -3' 19' -5" 20'-6' 7-8' 15 -5" 9' -1Y - - 9' -2' - - 8' -3' - - 13' -2" 10' -5' 9' -1' 12' -1" 9'- " 8' -4' 6 1O' -9' 8' -6 T -4° 1T -1' 13' -5" 1r -8' 15' -a° 12'-3' 10'-T 14'-O' 10' -10' 9'-4' 19' - 0' 14' - 11" 12' -11' 1r-s' i3' - 8' ii' -1o' 14' -9'f 12' - 1' 10'x" 24' -Tf 20'-3' 1T-6" 21' -5 1 18'4" 15' -10' 17'-91 16 -0" 13' 4' _ 1 C C 1 �`� C ) % 1 FIRE SEALANT EA. 511 FIRESTOP NOTE: PROVIDE HILT' � ► , = ,_ � O z z u 4 w y -- ( )( )( ) SPRAY Y AT TOP OF WALL rrp. , Z = m ' IW puI I) DRYWALL SCREW @ 6' "FIRE TRAK" TO MATCH �� I I 1 j I I SCALE:As NOTED REQUIREMENTS • ALL LIGHT FIXTURES * AIR DIFFUSERS SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE FIXTURE WEIGHT. • 12 GA. HANGER WIRES SHALL BE ATTACHED TO THE GIRDER WITHIN 3" OF EACH CORNER OF ALL FIXTURES. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. • FIXTURES DIFFUSERS WEIGHING 20 LBS BUT NOT MORE THAN 56 LBS. IN ADDITION TO THE ABOVE REQ'S SHALL HAVE (2) 12" GA. HANGER WIRES CONNECTED FROM THE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.. . FIXTURES DIFFUSERS WEIGHING MORE THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE BY APPROVED HANGERS, • IT IS ACCEPTABLE TO ATTACH LIGHT WEIGHT ITEMS SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIAMETER, TO THE SUSPENDED CEILING HANGER WIRES, PER SECTION 300 — I1(a) 1110 N.E.C. SEE DETAIL ABOVE. DRYWALL SCREW EAT (ATTACH ONLY BOTTOM OF GYP. BOARD TO STUD) SCREW TO DECK TOP OF STUD "DEEP DRYWALL @ EACH STUD RECEIVED : 1$ GA. -LEG" TRACK- VERIFY ATTACHMENT REQUIREMENTS /RESTRICTIONS W ITN LANDLORD AND SECURE TO METAL DECK V CI TY OF TWA/ILA USE THIS DETAL ONLY F BULDNG TRACK UL DESIGN NO. U465 -PER CAPABLf11ES, 50% COMPRESSION.. G.C. SHALL COORDINATE ALL DECKING TO VERIFY ALL REQUIREMENTS/RESTRICTIONS IMMEDIATELY OF ANY DISCREPANCIES N OV 2 8 ; ;1 67 n ° � l ; ..•. PT O , R °.. ' ;,, - rs#opl' xerch;y,- .... STATE Himi3.074 3 5/8' X 18 GA. MTL. S D � � 1 �IT C�ENTER @ 16 O.C. "X' AUTHORITIES LOCAL ATTACHMENTS REQUIRE THAT FIR E MARSHALL USE TO EXISTING WITH DETAILS IN PARTITION DETAL AND DOCUMENT 5/8" TYPE GYPSUM WALLBOARD STUDS BE INDEPENDENT OF TOP MAR AR TO UL*HW -D-0024 CLASS I LANDLORD STRUCTURE AND NOTIFY ARCHITECT SET NOTE: DO NOT ATTACH GYP. BOARD TO TOP TRACK USE TINS DETAIL ONLY IF BUILDING AUTHORITIES REQUIRE THAT PARTITION STUDS BE INDEPENDENT OF TOP TRACK G.C. SHALL COORDINATE ALL ATTACHMENTS TO EXISTING DECKING TO VERIFY ALL REQUIREMENTS/RESTRICTIONS IMMEDIATELY OF ANY DISCREPANCIES WITH DETAILS LANDLORD STRUCTURE AND NOTIFY ARCHITECT IN DOCUMENT SET AND EASED ON TESTS TEST CONDUCONDUCTED WITH STRESS CONTROLS 1/2" HEIGHT_ 1 WITH I/2 " GYPSUM BOARD ATTACHED WITH SCREWS SPACED 12" O.G. TO I BASED FRAMING MEMBERS. 2 MAXIMUM STUD HJ�IGNTS ALSO APPLICABLE TO WALLS SHEATHED WITH GYPSUM BOARD GREATER THAN 3 RUNNER TRACK FLANGES S NEED O NOT BE FASTENED TO STUD FLANGES EXCEPT AT DOOR JAMBS, WINDOW FRAMES, PARTITION INTERSECTIONS AND CORNERS. 4 ALSO APPLICABLE TO 3 5/8 STUD DEPTH 3625125 - 30. ABFC50017 SHEET H FIXTURE ATTACHMENT DETAIL (SEISMIC) SCALE N.T.S. J DEFLECTION DTL NON RATED PARTITION SCALE 3' is 1' -0' K DEFLECTION DTL (1) HOUR PARTITION- SCALE 3' = 1'-0' AO.5 V PER ST A u TEMPORARY BARRICADE NOTES 1. GENERAL CONTRACTOR TO FURNISH AND INSTALL A TEMPORARY BARRICADE(S) OF 3 -5/8" METAL STUDS @ 24" O.C. WITH ONE LAYER OF 5/8" GWB (MALL SIDE) TAPED, SPACKLED AND SANDED SMOOTH. INSTALL GW8 BACK TO MALL BULKHEAD TO CREATE DUST -PROOF CONDITION. BARRICADES ARE TO BE ADEQUATELY SECURED AND BRACED TO MALL BULKHEAD FRAMING FOR LATERAL STABILITY AND MUST BE STRUCTURALLY SOUND NOTE: FOR EXTERIOR LOCATIONS (EXPOSED TO WEATHER) G.G. TO SUPPLY AND INSTALL 5/8" EXTERIOR GRADE CDX PLYWOOD ON VERTICAL AND HORIZONTAL SURFACES (TO REPLACE GYPSUM BOARD). 2. PAINT - ONE COAT PRIMER AND TWO COATS (P -9) 3. G.G. TO COORDINATE INSTALLATION OF GRAPHIC WITH OWNER'S VENDOR 4. G.G. IS RESPONSIBLE FOR MAINTAINING BARRICADE DURING CONSTRUCTION. 5. G.C. TO CONSULT WITH MALL REPRESENTATIVE FOR HOURS IN WHICH WORK ON BARRICADE CAN OCCUR. FOLD LINE MALL BARRICADE DOORS EXIST. NEUTRAL PIER - VERIFY CONDITIONS AND ASSEMBLY PER STORE CONSTRUCTION BARRICADE ELEVATION I /4" = 1' -0' J.8) (J.5 I•H EXIST. MALL CEILING 6. REMOVE BARRICADE WHEN 100% OF STOREFRONT IS COMPLETE OR A MINIMUM OF TWO NIGHTS PRIOR TO OPENING. CARE IS TO BE TAKEN WHEN DISASSEMBLING AND REMOVING BARRICADE. PAPER WINDOWS WITH CRAFT CONSTRUCTION PAPER OVER GLAZING ONLY. TRIM 1/2" OFF EDGES AND TAPE CONTINOUSLY AROUND PERIMETER WITH WHITE TAPE. 7. G.G. TO RESTORE MALL FLOORING, NEUTRAL PIERS AND BULKHEAD TO A 'LIKE NEW' CONDITION AND FINISH. 8. ALL DELIVERIES TO SPACE DURING MALL HOURS SHALL BE MADE THROUGH SECONDARY EXIT. BARRICADE DOORS FOR FIXTURE * OVERSIZED MATERIAL DELIVERY AFTER MALL HOURS. 9. IF BARRICADE IS EXISTING, G.C. IS TO PREPARE FACE OF BARRICADE PER OWNERS STANDARDS FOR GRAPHIC INSTALLATION. 10. BARRICADE 15 TO BE 100 % COMPLETE AND READY FOR OWNERS GRAPHICS TO BE INSTALLED NOT MORE THAN FOUR DAYS AFTER CONSTRUCTION START. G.G. TO CONTACT G.M. UPON COMPETION TO COORDINATE GRAPHIC INSTALL WITH GRAPHIC VENDOR. EXIST. NEUTRAL PIER - VERIFY CONDITIONS AND ASSEMBLY PER STORE GRAPHIC INSTALLED BY GRAPHIC VENDOR FOLD LINE VERIFY PER STORE BLACK VINYL BASE. SEE SPECIFICATIONS. yERIFY PER ST DEMOLITION NOTES STORE IS BEING CONSTRUCTED IN A MALL EXPANSION ZONE. G.C. SHALL CONSULT WITI -I OWNER'S PROJECT MANAGER AND LANDLORD'S ON -SITE REPRESENTATIVE TO VERIFY ANY ITEMS TO BE RELOCATED OR DEMOLISHED. ALL ABOVE GROUND SERVICES NOT BEING USED BY 'CONCEPT 5' EXISTING TENANTS OR MALL SHALL BE REMOVED BY G.G. UNLESS NOTED OTHERWISE 2 x 4 PLATE SECURE FRAMING AS REQUIRED FOR LATERAL STABILITY. LINE OF NEUTRAL PIER BEYOND LEASE LINE 3/4" PLYWOOD WITH NON - ABRASIVE 1/4 CUSHION BACKING (I.E. STYROFOAM, CARPET, CARPET PADDING, ETC.) TAPE JOINTS TO PREVENT DUST PASS -TIRU FLOOR SLAB -\ 1 GYPSUM WALLBOARD MALL CEILING REFER TO PLAN k METAL TRACK, SECURE TO 2 x 4 PLATE VS -2 1 2x4 PLATE - SECURE TO PLYWOOD FROM UNDERSIDE. FASTENERS TO BE SET FLUSH. CONSTRUCTION BARRICADE SECTION 1/2" = BARRICADE CLEARANCE NOTE G.G. SHALL MAINTAIN IO' -0' MINIMUM CLEARANCE FROM CONSTRUCTION BARRICADE TO NEAREST PERMANENT FIXTURE IN MALL CONCOURSE TO MAINTAIN THIS BUILDING'S EGRESS REQUIREMENTS. IF MINIMUM EGRESS CLEARANCE CANNOT BE OBTAINED G.C. SHALL COORDINATE WITH LANDLORD TO TEMPORARILY RELOCATE KIOSK OR FIXTURES. IF KIOSK OR FIXTURES CANNOT BE RELOCATED G.G. SHALL NOTIFY OWNER'S CONSTRUCTION MANAGER AND ARCHITECT IMMEDIATELY. 1 3'x7' SOLID WOOD DOUBLE DOORS PAINTED P -9 WITH DEADEOLT SINGLE CYLINDER LOCK, FLUSH JAMB, NO CASI AND FLUSIJI MOUNTED TO MALL SIDE OF BARRICADE. SEE (18) ON DOOR SCHEDULE FOR ADDITIONAL INFORMATION. NOTE: G.G. TO ALIGN DOOR IN BARRICADE WITH CENTERLINE OF PORCH OPENING FOR FIXTURE DELIVERY AFTER MALL HOURS 1 5/8" GYPSUM 80ARD(INT) OR 5/8 EXTERIOR GRADE CDX PLYWOOD(EXT) ON 3 5/8 25 GA. METAL STUDS @ 24" O.C. 4 HEAD DETAIL JAMB DETAIL 3" =1' -0" I 11l / / / / / / / / / / / / / / / / / / / / / / / / i / / / / / / / / , / / / / 0 / / / / / 1, BLOCKING DOOR DETAIL I 1/4 SHIM SPACE 3' X 7' SOLID WOOD DOUBLE DOORS I 5/8' GIB OVER 3 5/8' METAL STUD FRAMING BLOCKING 1/4 SHIM SPACE I 3 X 7' SOLID WOOD DOUBLE DOORS 5/8" GWB OVER 3 5/8" METAL STUD FRAMING 5' -1 5/16 10' -0' MIN CLEAR TO ANY OBSTRUCTION DEMOLITION NOTES I REVIEWL FOR CODE CONPUANCE APPROVED DEC 2 2007 City CifTukwila SUILDIN D PI ION RECEIVED CITY OF TUKWILA NOV 2 8 2007 PERMVMIT CENTER DEMO /EXISTING CONDITIONS PLAN 3/16" = 1' -0" NOTE: WITHIN 8 HOURS OF COMPLETION OF DEMOLITION, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND REPORT TO THE OWNERS CONSTRUCTION MGR. ANY DISCREPANCIES IN THE LEASEHOLD DIMENSIONS OR CONFLICTS BETWEEN THE PHYSICAL SPACE AND THE INTENT OF THE WORKING DRAWINGS. (G.C. TO PAY SPECIAL ATTENTION TO POP -UP CEILING AREAS, CEILING HEIGHTS, AND STOREFRONT DESIGN INTENT. 1. THIS SECTION IS INCLUDED FOR GENERAL REFERENCE WORK TO BE PERFORMED BY THE GENERAL CONTRACTOR ( "G.C. "), APPLIED AS NEEDED TO STORE. 2. G.C. IS TO REMOVE ALL EXISTING LEASEHOLD IMPROVEMENTS NOT REQUIRED TO REMAIN AS SHOWN ON PLAN. DEMOLITION INCLUDES BUT 15 NOT LIMITED TO THE REMOVAL OF SPECIFIED INTERIOR WALLS PARTITIONS, CEILINGS, FLOOR COVERINGS, PLATFORMS, DISPLAY SHOW WINDOWS, CABINETS, ETC. DEMOLITION ALSO INCLUDES THE REMOVAL OF EXISTING ELECTRICAL, MECHANICAL AND PLUMBING FIXTURES AND EQUIPMENT AS SPECIFIED ON MECHANICAL * ELECTRICAL DRAWINGS BOTH WITHIN THE LEASE SPACE AND ON THE ROOF. G.G. IS TO CONTACT OWNER'S CONSTRUCTION MANAGER IF THERE ARE ANY QUESTIONS CONCERNING THE EXTENT OF DEMOLITION. 3. ALL ABANDONED ELECTRICAL/TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUCTWORK AS THE RESULT OF DEMOLITION SHALL BE REMOVED BACK TO THE ORIGINATION POINT OR TO A POINT AT OR BEYOND LEASELINE PER REQUIREMENTS OF LANDLORD. 4. G.G. IS TO COORDINATE THE REMOVAL, DISCONNECTION AND /OR CAPPING OF ANY UTILITIES WITH LANDLORD'S FIELD REPRESENTATIVE. S N 5. IN ORDER TO CAUSE THE LEAST AMOUNT OF INCONVENIENCE, G.C. IS TO COORDINATE WITH LANDLORD A CONVENIENT TIME TO PERFORM DEMOLITION WORK. G.G. IS TO PROVIDE AND INSTALL ALL TEMPORARY PROTECTED MEANS OF EGRESS, TEMPORARY LIGHTING, AND ALL SAFETY DEVICES IN ACCORDANCE WITH ALL FEDERAL (051-1A), STATE AND LOCAL CODES AND LANDLORD REQUIREMENTS. 6. G.G. IS RESPONSIBLE FOR PATCHING AND /OR REPAIRING EXISTING FLOOR SLAB, DEMISING WALLS, AND ROOFING AFTER COMPLETION OF ALL DEMOLITION AND PRIOR TO THE COMMENCEMENT OF NEW CONSTRUCTION. G.C. 15 TO COORDINATE WITH LANDLORD REPRESENTATIVE IN PERFORMING ANY AND ALL ROOF WORK. G.G. IS TO PATCH, REPAIR AND LEVEL EXISTING FLOOR SLAB AND INFORM OWNER OF ALL SEVERE IRREGULARITIES IN EXISTING SLAB IMMEDIATELY. 7. G.G. IS TO EXERCISE EXTREME CARE DURING DEMOLITION SO AS NOT TO DAMAGE OR DISRUPT ALL UTILITIES OR SPRINKLER LINES WHICH ARE NOT TO BE RELOCATED AND MIGHT PASS THROUGH THIS SPACE TO SERVICE OTHER MALL SPACES OR OTHER TENANTS. G.C. WILL BEAR SOLE RESPONSIBILITY OF ANY SUCH DISRUPTION OR DAMAGE. 8. WHERE APPLICABLE, G.C. 15 TO COORDINATE THE REMOVAL, DISPOSAL AND /OR RETURN OF ALL EXISTING SECURITY SYSTEMS WITH OWNER'S CONSTRUCTION MANAGER PRIOR TO ITS REMOVAL. FAILURE TO DO SUCH COORDINATION WILL RESULT IN G.C.'S MONETARY FINE IN THE,.EQUIVALENCE OF THE COST OF REPLACEMENT VALUE OF THE EXISTING SECURITY SYSTEM. 9. DISRUPTION TO OTHER TENANT'S IN THE MALL BY 'C5' CONSTRUCTION CREW IS NOT PERMITTED. H W cc 0 7 W cc a 0 z J cn z O a z ♦ O V z W Q W r a a a CC W CC z a 0 Co = W � 0 Cn�a on = � w a w W W LL O p 1 0Wc) v co co REGISTERED ARCHITECT ABFC50017 SHEET A1. z U) 0 1 . ' �`rJJJJJJ /JJJJ /JJJJJJ. CLOSET XIS'r 1' -0" I 3' - 7/8" I JI /I /I /J. rJ /J / / / /J /! / /J / /J —• 4' -1 1/2" EQ. "Ire itei 4' -3 3/4" SCh -3 I SC1 -k : C1-12 I Sd1-31 ISCI3-11 SP c - I 2 IS - 1 SALES *7 EJ- '41 SALES *3 X 18` ABOVE I SCII -3 I it ALES *6 SALES *5 1$• ABOVE EXIST. SLAB 7' -2 1/2 10' -D" I 7' -2 1/2" EQ. 4' -1 1/2" HATCH INDICAT CHANGE IN FLACR LEVEL (TYP.) I ' q VESTIBULE E A Z:- r_!-L'.& r�- I SCIi_3 I 4 7/8" ISd1 -1 U. I�u ET A2 EJ 8' -8 1/2" 4' -3 3/4 6' -10 1/2" 2 1/8" EQ 3' -10 3/8" 3' -10 3/8" 4' -3 3/4" -3 3/4" F.D. 3' -5 3/8" 7 7/8" DISPLAY #2 PORCH DISPLAY *1 LAYOUT 15' - 3/4" REF. c 1/8 1/8" 6' -2 5/8" L 7' -6 1/2" iq' -0 7/8" REF. NOTE ALL CONSTRUCTION PLAN DIMENSIONS ARE SHOWN FROM FACE OF GYPSUM BOARD (OR FACE OF STUD IF GYP. 8D. IS NOT INCLUDED IN THE ASSEMBLY), NOT FROM TRIM, CABINETS, ETC. 1'-7 7 /8 "J \ --1'-7 7/8" 4 7/8" WALL STANDARDS SEE CABINETRY DETAILS ON A10- SERIES SHEETS FOR TYPICAL SPACING OF NALL STANDARDS IN ALL SALES AREA CABINETRY BAYS 21' -6" 1' - 7 7/8 " 1' -7 7/6" 1' - 7/6 -" 10' -q 3/4" 85' -2" LEASE LINE T. LEASE LINE 4 7/8" 1' -7 7/8" 4 7/8" 12' -10 1/2" GENERAL NOTES 1. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS SPECIFICALLY NOTED OTHERWSE. 2. OMER'S M11J-P4OPX MANUFACTURER IS TO SUPPLY ALL SHOP DRAWINGS, MAMMAL. AL.. SAMPLES, STRUCTURAL DETAILS, AND FIRE RATING/FLAME SPREAD REPORTS AS REWIRED TO LANDLORD, BUILDING DEPARTMENT, AND CONTRACTORS FOR ALL COMPONENTS INCLUDED IN THE MILLWORK PACKAGE (COORS • MB 1.lECABI E , SHUTTERS, PRE - MANUFACTURED TRIM 3. RAISED PLA'T'FORMS SHALL BE INSTALLED CONTINJOUSLY BETWEEN PERIMETER NALL ASSES" UES MD WALLS FORMING SALES #1D. PARTITIONS DEFINING INDIVIDUAL ROOMS SHALL BE CONSTRUCTED ABOVE THE PLATFORM. 4. NO INTERIOR CONSTRUCTION MAY BE ATTACHED OR FASTENED TO THE ROOF DECK, JOIST BRIDGING, JOIST CROSS- BRACING, PIPING, CONDUIT, DUCTWORK OR ANY OTHER NON - STRUCTURAL ITEM. REM TO LANDLORD'S CONSTRUCTION MANUAL FOR METHODS OF ATTAQtTNT TO STRUCTURE 5. DO NOT USE COI"EUST'®LE MATERIALS SUCH AS WOOD BLOCKING, PVC, PLASTIC, ETC. IN CE LING PLENUM OR DEMISING WALL.. 6. G.C. TO PROVIDE FIRE EXTINGUISHERS AS REQ'D BY LOCAL FIRE MARSHALL. MINIMUM EXTINGUISHER RATING UL 2A/1034 SPACED NOT TO EXCEED 75' TO ANY AREA WITHIN STORE. I' -7 7/8" INTERIOR PARTRWNS 1 //A 6' -4 1/4" 4 7/8" 6' -4 3/8" REF. '4 7/8" EXISTING INTERIOR PARTITION - G.C. TO PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW' CONDITION AS REQUIRED TO ACCEPT NEW FINISH NEW INTERIOR PARTITION TO 6" (MIN.) ABOVE FINISHED CEILING- 3 5/8' METAL STUDS @ 16' O.G. (MAX.) WITH 5/8 TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWI5E). PROVIDE DIAGONAL BRACING AT A8" O.C. REFER TO DETAIL AND E/A0.5 NEW PARTIAL HEIGHT INTERIOR PARTITION - 3 5/8" METAL STUDS CO 16' O.C. TO TERMINATE INTO PLATFORM DECK ABOVE WITH (I) LAYER 5/8' TYPE 'X' GYP BD EACH SIDE BY G.G. REFER TO DETAIL K/A13.2 NEW FULL HEIGHT INTERIOR PARTITION (TO DECK ABOVE)- 3 5/8' METAL STUDS @ 16' O.C. (MAX.) WITH 5 /BI TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON - SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48' O.G. REFER TO DETAIL AND D /A0.5 1 I LEASELINE S OF ENTRY m a LAYOUT POINT LINE OF ROOF ABOVE 1/4" a 1' - 0" INDICATES HEIGHT OF FINISHED FLOOR ABOVE EXISTING SLAB LEASELINE FRAMING DIMENSION PLAN STOREFRONT NOTES SEE AS- SERIES SHEETS FOR ADDITIONAL PLAN LAYOUT DIMENSION INFORMATION AND ENLARGED DETAILS FOR STOREFRONT COMPONENTS. NOTE: THIS STOREFRONT IS SELF SUPPORTING. ANY ATTACHMENT TO MALL STRUCTURE ABOVE IS FOR LATERAL. BRACING ONLY. REVIEWE D FOR CODE COMPL ONCE APPROVED DEC 2 8 HP City Of Tukwila BUILDING ETTLSION RECEIVED CITY OF TUKWILA PttiMI t CtNTER PARTITION LEGEND (REFER TO STUD CHART SHEET A0.5) M/1111MY DEMISING WALLS I I SOUND ATTENUATION WALL - 3 5/8" METAL STUDS @ 16' O.C. (MAX) - G.G. SHALL PROVIDE AND INSTALL 5/8 GYP. BOARD FROM FLOOR TIGHT TO DECK ABOVE, TAPE JOINTS AS NEEDED TO ELIMINATE ALL HOLES. WALLS SHALL BE SEALED AT BOTTOM AND TOP TRACKS WITH NON- HARDENING PERMANENTLY RESILIENT CAULKING (SUCH AS BUTYL RUBBER BASE COMPOUND). G.C. SHALL PROVIDE AND INSTALL 'OWENS CORNING' 4" SOUND ATTENUATION FIRE BAIT/MINERAL WOOL INSULATION AT THE PERIMETER WALLS TO DECK ABOVE. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS - BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGETHER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION. EXISTING DEMISING WALL - 6' METAL STUDS FROM FINISHED FLOOR TO DECK ABOVE BY LANDLORD. G.C. TO PROVIDE AND INSTALL 5/8" TYPE 'X' GYPSUM BOARD FROM FINISHED FLOOR TO 6" BELOW DECK ABOVE (TENANT SIDE ONLY) ON COMMON TENANT DEMISING WALLS AND TIGHT TO DECK ABOVE ON DEMISING WALLS ADJACENT TO MALL SERVICE CORRIDORS NEW DEMISING WALL BY G.G.- 3 5/8" METAL STUDS @ 16" 0/C WITH (I) LAYER 5/8 TYPE 'X' GYPSUM BOARD EACH SIDE; TIGHT TO DECK ABOVE TO CREATE A (1) HOUR RATED ASSEMBLY PER U.L. DESIGN U465. SEE DETAIL K/A0.5 IN -WALL BLOCKING NOTES • ALL 'IN-WALL' WOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT) AND BEAR THE MANUFACTURER'S STAMP OF VERIFICATION. WHERE LOCAL CODES DO NOT ALLOW FRT WOOD BLOCKING IN WALL CAVITIES, G.G. TO USE 16 ga. SHEET METAL OR CODE APPROVED ALTERNATE BLOCKING MATERIALS. • G.C. 15 RESPONSIBLE FOR INSTALLATION OF IN -WALL BLOCKING FOR ALL WALL -HUNG ITEMS IN THE STORE, INCLUDING AT TOP OF MARKETING IMAGE FOCALS. G.G. SHALL REVIEW PRESENTATION ITEM DETAILS OF THIS SET TO INSURE ALL ITEMS ARE PROVIDED WITH ADEQUATE IN -WALL BLOCKING. ■■ ■■I . WOOD AND / OR PLYWOOD BLOCKING ABOVE CEILING OR BELOW RATED SUBSTRATE OF PLATFORM FLOOR 15 NOT PERMITTED. ALL BLOCKING SHALL BE NON - COMBUSTIBLE. • NOTE: USE OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE PERMITTED. u 'U 0 as W I— H W a L0 r 4 CC rC w a GO = CC Iltup CD O • W Q 1.0 _ Wo� aW�,a C. CO ct U L REGISTERED ARCHITECT oersttftg Ch ATE OF c I 6729 ABFC50017 SHEET A2.1A 2' -2 11/16" 2'- 211/16" , 3/4" x 4 7/8" PAINTED WOOD TRIM Fl -CO CERUSED OAK FRAME 4 7/8" PAINTED WOOD TRIM PREFABRICATED CERUSED OAK PANEL (1/4" THICK WITH 4" x 3/4" CERUSED OAK FRAME PREFABRICATED CERUSED OAK PANEL (1/4" THICK WITH 4" x 3/4" CERUSED OAK FRAME 3' -2" R.O. 2' -2 11/16" PT -CW PLAN DETAIL PT -S12B RAMP DETAIL 3/4" x 4 7/8" CERUSED OAK TRIM G.C. SHALL U1ILIZE OWNER SUPPLIED TE LATE TO LAYOUT CURV D WALLS AND PASS- TI -IROU S AT SALES #b )1 1 /4" 3/4" x 4 7/8" CERUSED OAK TRIM 3/4" x 4 7/8" PAINTED WOOD TRIM 4' -b 3/4" LAYOUT m ALL DIMENSIONS ARE FROM FACE OF GYP. BOARD TO FACE OF GYP. BOARD UNLESS NOTED OTI -IERW ISE PREFABRICATED CERUSED OAK PANEL PREFABRICATED CERUSED OAK PANEL PT -FR PLAN DETAIL FIT RO *4 FIT ROOM *6 COR - IDOR L O" ABOVE I . RAMP EXIST. SL I V + i SC: :: -3 SC - 3 / // _ � L _ I � �/rr// . /, FIT ROOM *2 FIT ROOM *7 NCIN -SALES 14' -10 1/8" 3' -3" ,r 15/8 "-' V r :4 M . r -- / : /fV .4 ,,, 'st •4 i .... ., • \ • • SA :; � 1 , _ I * A a • 77 .!ease i4 ��: W • •! RESTROOM RESTROOM DRESSIN(,1 RM. ALCO LA UT POINT SEE SWEET Aq.SA FOR ADDITIONAL DIMENSIONAL INFORMATION FOR 'FITTING ROOMS' AND 'DRESS! ROOM ALCOVE' 4 7/8" 4 7/5" I I II I I EQ 3' -2" R.O. EQ I I SALES #12C EXIST. SLAB SALES *12A his" AB EQ 3' -2" R.O. EQ CLOSET .15" ABO EXIST. $LAI L - - -_J CLOSET CLOSET FIT ROOM *8 / / / / / / �i i ii i �/ ii ii i ii i i i i iii i / / / / / /. / / / / / / / / / / „ / / i i i/ / / ii i i i iii ii ii iiii iiq / / / / / / / / / / / / / / / / / % i�r rrirrrrr/ ire /r /rir /rr i/ j FIT ROOM #3 ■ i■rmm"■wir. a .f�faf�f�r�f�t�f f�f�f�t' f f f_f f�f.....�f ....f.faf ..!,,.. a ��,'Ya arafafaf� aYif�rtif..afi .f..........fafi..... fafifaf� .....f f f f f�f fifif.......f f f.T- — i Inliiiiiiilli a ;2 WARE =1N • i i _ I L W4 ii 1 : it■ t * El •••• 1, .I- I ' I I FYI Sr /i iiiiiiiiii SERVICE CORRIDOR ■ ■tom■ •■ 8' -10 1/4” 58' -3 3/4' LEASE LINE TO LEASE LINE 4 7/8" 21' -10 1/2" 6' -11 1/2" INSULATION NOTE G.C. SHALL PROVIDE AND INSTALL (IF NECESSARY) THERMAL INSULATION AT ALL FURRING WALLS ADJACENT TO EXTERIOR WALLS E SHEET REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 200r FRAMING DIMENSION PLAN 1/4" = 1' -0" INDICATES HEIGHT OF FINISHED FLOOR ABOVE EXISTING SLAB RECEIVED CITY OF TUKWILA NOV 2 8 ZuI; l PEIiViIT CENTER REGISTERED ABFC50017 SHEET i - r //AI PT -51213 SALES #9 18" ABOVE EXIST. SLAB 15Ch3 -31 ISC�3,.31 rI / 1 PT -54 OPNG -2 SEE SWEET 52.1 FOR RAMP STRUCTURAL DETAILS s _ __.� „ter II SALES #4 18" ABOVE EXIST. SLAB gra SALES #8 rL 18" ABOVE EXIST. SLAB SALES #7 . 18" ABOVE EXIST. SLAB LOSET 8" ABOVE EXIST. SLAB WAINSCOTTING SPACING SC4 Ali SC4 TYP. 5 • LE5 #10 CABINETS SALES #10 . 8" ABOVE EXIST. SLAB WAINSCOTTING SPACING STAIR DTLS . iris /iiiiiiiiidliii i P 7 j 1 Vi i/i iii//iiiiiriiiii4 ././4 SC4 I � :. I � js . I -. OPNG -1 A11.1 TYP. SALES 1 -4 SALES #3 18" ABOVE EXIST. SLAB SALES #6 18" ABOVE D q.2 SIM. SALES #5 18" ABOVE EXIST. SLAB I VESTIBULE 1 ,- 18" ABOVE EXIST. SLAB SALES ■ 18" ABO ' EXIST. S DISPLAY #2 12" ABOVE EXIST. SLAB 1 SCF3 - 31 j I ' �� y � % S IC 3 51 j 1SC�3 sp3-12 q % / � ri��''' / ¢ O N I •1C �I A ` I� • 10. %% I SIM. • 10. y) - I, .m i l SIP ■ 1_, �_ ' % ISC - 3 I ' � dC1 - 1 §X1 � I Sd1 - 31 e ' ; I I I I, I h / I I � 1 SCI1 -3 1 1 51X1 -r TWROUGW DOOR SEE SWEET 52.1 FOR RAMP STRUCTURAL DETAILS DISPLAY #1 GENERAL NOTES 1. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS SPECIFICALLY NOTED OTHERWISE. 2. OWNER'S MILLWORK MANUFACTURER IS TO SUPPLY ALL SHOP DRAWINGS, MATERIAL SAMPLES, STRUCTURAL DETAILS, AND FIRE RATING/FLAME SPREAD REPORTS AS REQUIRED TO LANDLORD, BUILDING DEPARTMENT, AND CONTRACTORS FOR ALL COMPONENTS INCLUDED IN THE MILLWORK PACKAGE (DOORS, CABINETS, SHUTTERS, PRE - MANUFACTURED TRIM ASSEMBLIES, ETC.) 3. RAISED PLATFORMS SHALL BE INSTALLED CONTINUOUSLY BETWEEN PERIMETER WALL ASSEMBLIES AND WALLS FORMING SALES MO. PARTITIONS DEFINING INDIVIDUAL ROOMS SHALL BE CONSTRUCTED ABOVE THE PLATFORM. 4. NO INTERIOR CONSTRUCTION MAY 13E ATTACHED OR FASTENED TO THE ROOF DECK, JOIST BRIDGING, JOIST CROSS-BRACING, PIPING, CONDUIT, DUCTWORK OR ANY OTHER NON - STRUCTURAL rrE11. REFER TO LANDLORD'S CONSTRUCTION MANUAL FOR METHODS OF ATTACHMENT TO STRUCTURE. 5. DO NOT USE COMBUSTIBLE MATERIALS SUCH AS WOOD BLOCKING, PVC, PLASTIC, Etc. IN CEILING PLENUM OR DEMISING WALL. 6. G.G. TO PROVIDE FIRE EXTINGUISHERS AS REdD BY LOCAL FIRE MARSHALL. MINIMUM EXTINGUISHER RATING UL 2A/I0B:C SPACED NOT TO EXCEED 75' TO ANY AREA WITHIN STORE. 1 JL - ._•.■1_ SIM. iht NON -SALES M M M M M M w m z N .,1 N 2 V I- w ~ et 2 co L_- 0 I MATCH LINE SHEET A2.2B DEMISING WALL NOTE G.C. SI -IALL SUPPLY AND INSTALL (IF NOT EXISTING) A CONTINUOUS LAYER OF 5/8" GYP. BD. FROM FINISHED FLOOR TO (o" BELOW DECK ABOVE ON ALL "COMMON TENANT" LANDLORD PROVIDED METAL STUD DEMISING WALL ASSEMBLIES AND TO DECK ABOVE AT REAR DEMISING WALL ASSEMBLIES. CONSTRUCTION PLAN KEYED NOTES p G.C. SHALL SUPPLY AND INSTALL METAL STUDS @ 7" O.C. MAX ALONG TIGHT RADIUS OF OVAL FOR PROPER INSTALLATION OF FINISH MATERIALS 0 2 1/2 METAL STUD FRAMING AT 16" O.C. I I TO DEMISING HOLD METAL STUD FRAMING T GHT T WALL / COLUMN - REFER TO PARTITION LEGEND AND SOUND ATTENUATION NOTE ON THIS SHEET FOR ADDITIONAL INFORMATION ALL 'DC1' DRAWER CABINETRY IS SUPPLIED BY OWNER AND ASSEMBLED /INSTALLED ON SITE BY G.G. SEE DETAILS ON A10.6 AND AI0.7 17 G.C. SHALL CREATE A VOID IN BACK WALL OR CEILING ABOVE AT EACI - PERIMETER WALL CABINET IN SALES *12 TO VENT LIGHTING SOURCE - SEE DETAILS ON A10.6 FOR ADDITIONAL INFO. CASHWRAP/BACKWRAP PROVIDED BY OWNER; INSTALLED BY G.C.- 5EE SWEETS tq Aq.4B 4 Aq.4C. FITTING ROOM MIRROR TO BE PROVIDED AND INSTALLED BY G.G. - SEE DETAIL D /Aq.5B FITTING ROOM BENCH SUPPLIED BY OWNER, INSTALLED BY G.C. SEE DETAIL E/A9.5B FITTING ROOM DRESSER SUPPLIED BY OWNER, SET IN PLACE BY G.C. SEE DETAIL C/A9.513 FREESTANDING DRAWER UNIT SUPPLIED BY OWNER, SET IN PLACE EY G.C. - SEE DETAIL F /Aq.55 G.G. TO PROVIDE 4 INSTALL IN -WALL WOOD BLOCKING FOR FITTING ROOM HANG BAR, BENCH, ETC. SEE SHEETS Aq.5A 4 Aq.5B FOR FOR DETAILS. 60" TURNING RADIUS ACCESSIBLE BENCH BY OWNER, INSTALLED BY G.C. PROVIDE A 30' x 48' MINIMUM CLEAR FLOOR SPACE ADJACENT TO END OF BENCH. 0 TELEPHONE OUTLET. ELECTRICAL CONTRACTOR TO RUN A 3/4' CONDUIT WITH PULL WIRE BACK TO TELEPHONE CABINET. TELEPHONE WIRE AND JACK BY OTHERS. SEE ELECTIRCAL DRAWINGS FOR ADD'L INFO. 15 MOVABLE STORAGE UNITS. G.G. TO FLASH SKIM NEW OR EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF 1/5' IN 10' -0' AT STORAGE UNIT. SEE A13 /A13.I FOR MORE INFORMATION. 16 DRAWING TUBES BY G.G., REFER TO DETAIL C/A13.1 BULLETIN BOARD - 36'x 48', BOTTOM OF BOARD TO 8E MOUNTED @ 36" A.F.F. 1$ STAINLESS STEEL CORNER GUARDS, SEE DETAIL C/A13.3 EMPLOYEE LOCKERS WITH SHELVING ABOVE- SEE DETAIL AI4/A13.1 20 EMPLOYEE MICROWAVE AND REFRIGERATOR 21 1 N5 -1 11 GALVANIZED STEEL WAINSCOT PANELS, 555 DETAL 5/A13.3 22 EAS ALUMINUM SHIELD BEHIND DRYWALL- SEE DETAIL J/A8.3 23 HARDWARE BIN, REFER TO DETAIL A/AI3.2 BAR BIN, REFER TO DETAIL B/A13.2 26 PREP DESK- (SEE PLAN FOR QUANTITY) 30' X 36" X 36 "1-1 FREE STANDING SHELVES WITH 12' DEEP SHELVES MOUNTED ABOVE, WITH PROJECTING HANG BARS, SEE DETAIL 133/A13.1 27 ELECTRICAL AND PHONE PANELS, REFER TO ELECTRICAL DRAWINGS 8 31 32 33 35 AUDIO RACKS, G.C. TO PROVIDE BLOCKING FOR SUPPORT OF RACKS. SEE ELECTRIC DRAWINGS #4419-L AI!.! FOR DETAILS TRANSFORMER ON FLOOR P.O.S. CABINET (PROVIDED AND INSTALLED BY OWNER) T.V./DVD - G.C. TO MOUNT CENTER OF 'BRACKET AT 8' -6" A.F.F. SECURITY DETECTION CABLE INSTALLED IN THIS AREA BY OWNER'S VENDOR. REFER TO ELECTRICAL DRAWINGS APPLICATION KIOSK PROVIDED BY OWNER, INSTALLED BY G.C.- SEE DETAIL G/Aq.4A DECK ABOVE- 8' METAL JOISTS WITH 3/4' F.R.T. PLYWOOD DECK. INSTALL ONE LAYER OF 5/8" GWB ON TOP 4 8O170M OF JOIST, REFER TO DETAIL K/A13.2 DOUBLE STORAGE BIN ON PLATFORM- SEE DETAIL J/A132 MANAGER'S DESK - (3) 30' x 36' x 42'H FREE STANDING SHELVES - SEE DETAIL 52/A13.1 37 MANAGER'S OFFICE FILE CABINET 318 MANAGER'S OFFICE SAFE C I NEW I- IANDICAP ACCESSIBLE PLUMBING FIXTURES. SEE DRAWINGS FOR DETAILS. G.G. TO INSTALL TOILET ROOM ACCESSORIES AND PROVIDE IN -WALL BLOCKING. SEE DETAIL D /AI3.3 24' x 24' FLOOR MOUNTED MOP SINK BY MECHANICAL CONTRACTOR. SEE MECHANICAL DRAWINGS. G.C. TO PROVIDE FRP PANELS AT WALLS ADJACENT TO MOP SINK TO 4'-0' A.F.F.- SEE DETAIL D /AI3.3 41 WALL MOUNTED HANDICAP HI /LOW ACCESSIBLE DRINKING FOUNTAIN, SUPPLIED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. GC TO PROVIDE FRP PANELS AT WALLS ADJACENT TO DF TO 4' -0' A.F.F. - SEE DETAIL A/A13.3 42 FLOOR DRAIN 43 DREAM STEAMER AND PAINTED METAL ACCESS PANEL FOR 51-1UT OFF VALVE- SEE DETAIL I-/P1.1 RUBBER WATERPROOF MEMBRANE (REQUIRED LINER WHEN TILE FLOORING IS SPECIFIED IN RESTROOMS WITH TENANT OCCUPATION ON LEVEL. BELOW) REFER TO DETAIL F /A13.2 FRONT DOORBELL - REFER TO DETAIL D /E4.2 4 C /A8.3 FOR LOCATION 14 G.C. TO USE TEMPLATE PROVIDED BY OWNER TO LAYOUT ELLIPTICAL ROOM (SALES #6), CURVED STAIR (STAIR *1) 4 FITTING ROOM ALCOVE 50 G.G. TO PROVIDE IN -WALL BLOCKING FOR IMAGE FRAME - COORDINATE WITH OWNER'S CONSTRUCTION MANAGER 51 G.C. TO PROVIDE IN -WALL BLOCKING FOR MARKETING FRAME LEDGE - REFER TO DETAIL 14/Aq.1 D 1/4" : 1' -0" 1 J INDICATES I.IEIGHTT OF FINISI -IED FLOOR ABOVE EXISTING SLAB I I 1 a LINE OF PORCH 1 ! ROOF ABOVE I ! 1 , i 1 1 LEASELINE SEE 51-IEEP AE.2 FOR ADDITIONAL PLAN LAYOUT DIMENSION INFORMATION FOR STOREFRONT COMPONENTS LEASELINE LINE OF PORCI -I ROOF ABOVE REVIEWED CODE COMPLIANCE APPROVED DEC 2 2 20P7 NOTED CONSTRUCTION PLAN City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOY 2 8 Zu ]7 PLIiMIT CENTER PARTITION LEGEND (REFER TO STUD CHART SHEET A0.5) N 0 W w N v w cc O w 0 o>, w 1-- Q 0 W CL. 0 w w a 0 m INTERIOR PARTITIONS 1 1 FArrAO EXISTING INTERIOR PARTITION - G.C. TO PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW' CONDITION AS REQUIRED TO ACCEPT NEW FINISH NEW INTERIOR PARTITION TO 6" (MIN.) ABOVE FINISHED CEILING- 3 5/8' METAL STUDS @ 16' O.C. (MAX.) WITH 5/e' TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48" D.G. REFER TO DETAIL AND E /A0.5 NEW PARTIAL HEIGHT INTERIOR PARTITION - 3 5/5 METAL STUDS @ 16' O.G. TO TERMINATE INTO PLATFORM DECK ABOVE WITH (1) LAYER 5/8' TYPE 'X' GYP BD EACH SIDE BY G.G. REFER TO DETAIL K/AI3.2 NEW FULL HEIGHT INTERIOR PARTITION (TO DECK ABOVE)- 3 5/8' METAL STUDS 5 16" O.C. (MAX.) WITH 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR 50TH SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 16 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48' O.C. REFER TO DETAIL AND D /A0.5 - NEW (1) HOUR FIRE PROTECTED WALL - 3 5/8' METAL STUDS @ 16' O.G. WITH (1) LAYER 5/8' TYPE 'X' GYP BOARD EACH SIDE TIGHT TO RATED CEILING PER DESIGN U465. REFER TO DETAIL C /A0.5 M DEMISING WALLS EXISTING DEMISING WALL - 6' METAL STUDS FROM FINISHED FLOOR TO DECK ABOVE BY LANDLORD. G.C. TO PROVIDE AND INSTALL 5/5 TYPE ° X' GYPSUM BOARD FROM FINISHED FLOOR TO 6' BELOW DECK ABOVE (TENANT SIDE ONLY) ON COMMON TENANT DEMISING WALLS AND TIGHT TO DECK ABOVE ON DEMISING WALLS ADJACENT TO MALL SERVICE CORRIDORS NEW DEMISING WALL BY G.C.- 3 5/8' METAL STUDS @ 16" 0/C WITH (I) LAYER 5/5' TYPE 'X' GYPSUM BOARD EACH SIDE; TIGHT TO DECK ABOVE TO CREATE A (1) HOUR RATED ASSEMBLY PER U.L. DESIGN U465. SEE DETAIL K/A0.5 IN -WALL BLOCKING NOTES • ALL 'IN -WALL' WOOD BLOCKING TO 13E FIRE RETARDANT TREATED (FRT) AND BEAR THE MANUFACTURER'S STAMP OF VERIFICATION. WHERE LOCAL CODES DO NOT ALLOW FRT WOOD BLOCKING IN WALL CAVITIES, G.C. TO USE 16 g a. SHEET METAL OR CODE APPROVED ALTERNATE BLOCKING MATERIALS. • G.C. 15 RESPONSIBLE FOR INSTALLATION OF IN -WALL BLOCKING FOR ALL WALL -HUNG ITEMS IN THE STORE, INCLUDING AT TOP OF MARKETING IMAGE FOCALS. G.C. SHALL REVIEW PRESENTATION ITEM DETAILS OF 11H15 SET TO INSURE ALL ITEMS ARE PROVIDED WITH ADEQUATE IN -WALL BLOCKING. SOUND ATTENUATION WALL - 3 5/8" METAL STUDS @ 16' O.C. (MAX) - G.C. SHALL PROVIDE AND INSTALL 5/8" GYP. BOARD FROM FLOOR TIGHT TO DECK ABOVE, TAPE JOINTS AS NEEDED TO ELIMINATE ALL HOLES. WALLS SHALL BE SEALED AT BOTTOM AND TOP TRACKS WITH NON - HARDENING PERMANENTLY RESILIENT CAULKING (SUCH AS BUTYL RUBBER BASE COMPOUND). G.G. SHALL PROVIDE AND INSTALL 'OWENS CORNING' 4" SOUND ATTENUATION FIRE 5ATT/MINERAL WOOL INSULATION AT THE PERIMETER WALLS TO DECK ABOVE. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS - BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGETHER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION. ▪ NOM AND / OR PLYWOOD BLOCKING ABOVE CEILING OR BELOW RATED SUBSTRATE OF PLATFORM FLOOR IS NOT PERMITTED. ALL BLOCKING SHALL BE NON - COMBUSTIBLE. • NOTE: USE OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE PERMITTED. W O z REGISTERED C1iTE ; i •V - : ` ..'CAE t?":. ABFC50017 SHEET A2.2 W �C Z Q C Oro L ~ a) Oz 1111 LO a 1 j W WL,O O I- �i Z w 0) Q O i') L1J ✓ CO co 1 0 p a IX 2 Z 1:! 0 PARTITION LEGEND (REFER TO STUD CHART SHEET A0.5) INTERIOR PARTITIONS 1 1 • EXISTING INTERIOR PARTITION - G.C. TO PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW' CONDITION AS REQUIRED TO ACCEPT NEW FINISH NEW INTERIOR PARTITION TO 6' (MIN.) ABOVE FINISHED CEILING- 3 5/8 METAL STUDS @ 16' O.C. (MAX.) WITH 5/8' TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48' O.C. REFER TO DETAIL AND E/A0.5 NEN PARTIAL HEIGHT INTERIOR PARTITION - 3 5/8 METAL STUDS @ 16' O.G. TO TERMINATE INTO PLATFORM DECK ABOVE WITH (1) LAYER 5/8" TYPE 'X' GYP BD EACH SIDE BY G.C. REFER TO DETAIL K/A13.2 NEW FULL HEIGHT INTERIOR PARTITION (TO DECK ABOVE)- 3 5/8' METAL STUDS @ 16' O.C. (MAX.) WITH 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR RUTH SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48' O.C. REFER TO DETAIL AND D /A0.5 NEW (1) HOUR FIRE PROTECTED WALL - 3 5/8" METAL STUDS 16' O.C. WITH (1) LAYER 5/8' TYPE 'X' GYP BOARD EACH SIDE TIGHT TO RATED CEILING PER DESIGN U465. REFER TO DETAIL C/A0.5 CONSTRUCTION PLAN KEYED NOTES 2 1/2" METAL STUD FRAMING AT 16" O.G. HOLD METAL STUD FRAMING TIGHT TO DEMISING WALL / COLUMN - REFER TO PARTITION LEGEND AND SOUND ATTENUATION NOTE ON 71415 SHEET FOR ADDITIONAL INFORMATION G.C. SHALL SUPPLY AND INSTALL METAL STUDS Q 7' O.C. MAX ALONG TIGHT RADIUS OF OVAL FOR PROPER INSTALLATION OF FINISH MATERIALS C 4 ALL 'DC1' DRAWER CABINETRY 15 SUPPLIED BY OWNER AND ASSEMBLED/INSTALLED ON SITE By G.G. SEE DETAILS ON A10.6 AND A10.7 G .C. SMALL CREATE A VOID IN BACK WALL OR CEILING ABOVE AT EACH PERIMETER WALL CABINET IN SALES 142 TO VENT LIGHTING SOURCE- SEE DETAILS ON A10.6 FOR ADDITIONAL INFO. CASIIWRAP/BACKWRAP PROVIDED BY OWNER; INSTALLED BY G.C.- SEE SHEETS Aq.43 4 Aq.4C. p FITTING ROOM MIRROR TO BE PROVIDED AND INSTALLED BY G.C. - SEE DETAIL D /Aq.58 0 F ITTING ROOM BENCH SUPPLED BY OWNER, INSTALLED BY G.C. SEE DETAIL E/A9.58 p FITTING ROOM DRESSER SUPPLIED BY OWNER, SET IN PLACE BY G.G. SEE DETAIL C/Aq.58 0 FREESTANDING DRAWER UNIT SUPPLIED BY OWNER, SET IN PLACE BY G.C.- SEE DETAIL F /Aq.513 11 G.C. TO PROVIDE $ INSTALL IN -WALL WOOD BLOCKING FOR FITTING ROOM HANG EAR, EENCH, ETC. SEE SHEET5 Aq.5A 4 Aq.58 FOR FOR DETAILS. C I 60' TURNING RADIUS 13 ACCESSIBLE BENCH BY OWNER, INSTALLED BY G.C. PROVIDE A 30" x 48" keV MINIMUM CLEAR FLOOR SPACE ADJACENT TO END OF BENCH. 14 TELEPIONE OUTLET. ELECTRICAL CONTRACTOR TO RUN A 3/4' CONDUIT WITH PULL WIRE BACK TO TELEPHONE CABINET. TELEPHONE WIRE AND JACK BY OTHERS. SEE ELECTIRCAL DRAWINGS FOR ADD'L INFO. 15 MOVABLE STORAGE UNITS. G.G. TO FLASH SKIM NEW CR EXISTING CONCRETE SLAB TO A MAXIMUM TOLERANCE OF I/8" IN IO'-0' AT STORAGE UNIT. SEE AI3/A13.1 FOR MORE INFORMATION. 16 DRAWING TUBES BY G.C., REFER TO DETAIL C./A13.1 CI BULLETIN BOARD - 36 48 ", BOTTOM OF BOARD TO BE MOUNTED P 36" A.F.F. 18 S TAINLESS STEEL CORNER GUARDS, SEE DETAIL C/AI33 lq EPIPLOYEE LOCKERS WITH SHELVING ABOVE- SEE DETAIL A14/Ad.1 C EMPLOYEE MICROWAVE AND REFRIGERATOR 21 I NS -1 11 GALVAN® STEEL WAINSCOT PANELS, SEE PETAL B/A133 EAS ALUMINUM SHIELD BEHIND DRYWALL- SEE DETAIL J083 0 HARDWARE BIN, REFER TO DETAIL A/A13Z q BAR BIN, REFER TO DETAIL B/AI3.2 C I PREP DESK- (SEE PLAN FOR GUANTITY) 30" X 36" X 36 4H FREE STANDING SHELVES WITH I2' DEEP SHELVES MOUNTED ABOVE, WITH PROJECTING NANG BARS, SEE DETAIL ea/A13.1 ELECTRICAL AND PHONE PANELS, REFER TO ELECTRICAL DRAWINGS AUDIO RACKS, G.C. TO PROVIDE BLOCKING FOR SUPPORT OF RACKS. SEE ELECTRIC DRAWINGS Imo! FOR DETAILS 8 DER ON FLOOR 0 P.O.S. CABINET (PROVIDED AND INSTALLED BY OWNER) 31 T.V./DVD - G.G. TO MOUNT CENTER OF BRACKET AT 8'-6' A.F.F. 32 S ECURITY DETECTION CABLE INSTALLED IN 11415 AREA BY OWNER'S VENDOR. REFER TO ELECTRICAL DRAWING/5 1 3 APPLICATION KIOSK PROVIDED ET OWNER, INSTALLED BY G.C. - SEE DETAIL G/Aq.4A 39 DECK AI VE- s" METAL JOISTS 141174 3/4' F.R.T. PLYWOOD DECK. INSTALL ONE LAYER OF 5/8" GBB ON TOP * BOTTOM OF JOIST, REFER TO DETAIL K/A132 C I DOUBLE STORAGE BIN ON PLATFORM- SEE DETAIL J/A132 �6 MANAGER'S DESK - (3) 30' x 36' x 42'H FREE STANDING SHELVES - SEE DETAIL B2/A13.1 10 MANAGER'S OFFICE FILE CABINET �8 M ANAGER'S OFFICE SAFE 3� q NEW HANDICAP ACCESSIBLE PLUMBING FIXTURES. SEE DRAWINGS FOR DETAILS. G.C. TO INSTALL TOILET ROOM ACCESSORIES AND PROVIDE IN -WALL BLOCKING. SEE DETAIL D /AI3.3 24' x 24' FLOOR MOUNTED MOP SINK BY MECHANICAL CONTRACTOR. SEE MECHANICAL DRAWINGS. G.C. TO PROVIDE FRP PANELS AT WALLS ADJACENT TO MOP SINK TO 4' -0' A.F.F. - SEE DETAIL D /A13.3 41 WALL MOUNTED HANDICAP 141 /1-OW ACCESSIBLE DRINKING FOUNTAIN, SUPPLED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR- GC TO PROVIDE FRP PANELS AT WALLS ADJACENT TO DF TO 4 A.F.F. - SEE DETAIL A/A13.3 e l FLOOR DRAIN 4� 3 D REAM STEAMER AND PAINTED METAL ACCESS PANEL FOR SHUT OFF VALVE - SEE DETAIL WP1.1 RUBBER WATERPROOF MEMBRANE (REQUIRED LINER WHEN TILE FLOORING IS SPECIFIED IN RESTRCOMS WITH TENANT OCCUPATION ON LEVEL BELOW) REFER TO DETAIL F/A13.2 0 FRONT DOORBELL - REFER TO DETAIL D /E42 4 C/A83 FOR LOCATION G.C. TO USE TEMPLATE PROVIDED BY OWNER TO LAYOUT ELLIPTICAL ROOM (SALES *6), CURVED STAIR (STAIR #1) IK FITTING ROOM ALCOVE ACCESS PANEL FOR GAS SHUT OFF AND MILLIVOLT SWITCH- REFER TO DETAIL 13/Aq.38 FOR LOCATION AND PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION p O G.C. TO PROVIDE IN -WALL BLOCKING FOR IMAGE FRAME - COORDINATE WITH OWNER'S CONSTRUCTION MANAGER 51 G.G. TO PROVIDE IN -WALL BLOCKING FOR MARKETING FRAME LEDGE - REFER TO DETAIL WAq.1 GENERAL NOTES 1. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS SPECIFICALLY NOTED OTHERWISE 2. OWNER'S MILLWORK MANUFACTURER IS TO SUPPLY ALL SI4DP DRAWINGS, MATERIAL SAMPLES, STRUCTURAL DETAILS, AND FIRE RATING/FLAME SPREAD REPORTS AS REQUIRED TO LANDLORD, BUILDING DEPARTMENT, AND CONTRACTORS FOR ALL COMPONENTS INCLUDED IN THE MILLWORK PACKAGE (DOORS, CABINETS, SHUTTERS, PRE- MANUFACTURED TRIM AS ETC.) 3. RAISED PLATFORMS SHALL BE INSTALLED CONTINUOUSLY 8ETWEEN PERIMETER WALL ASSEMBLIES AND WALLS FORMING SALES *10. PARTITIONS DEFINING INDIVIDUAL ROO15 SHALL BE CONSTRUCTED ABOVE THE PLATFORM. 4. NO INTERIOR CONSTRUCTION MAY BE ATTACHED OR FASTENED TO THE ROOF DECK, JOIST BRIDGING, JOIST CROSS- BRACING, PIPING, CONDUIT, DUCTWORK OR ANY OTHER NON-STRUCTURAL ITEM. REFER TO LANDLORD'S CONSTRUCTION MANUAL FOR METHODS OF ATTACHMENT TO STRUCTURE. 5. D0 NOT USE COMBUSTIBLE MATERIALS SUCH AS WOOD BLOCKING, PVC, PLASTIC, ETC. IN CEILING PLENUM OR DEMISING WALL. 6. G.C. TO PROVIDE FIRE EXTINGUISHERS AS REdD BY LOCAL FIRE MARSHALL. MINIMUM EXTINGUISHER RATING UL. 2M013tC SPACED NOT TO EXCEED 75' TO ANY AREA WITHIN STORE / 1/ 1 1 1/ 1 1/ 1 DEMISING WALLS SOUND ATTENUATION WALL - 3 5/8' METAL STUDS @ I6 O.C. (MAX) SHALL PROVIDE AND INSTALL 5/8' GYP. BOARD FROM FLOOR TIGHT TO DECK ABOVE, TAPE JOINTS A5 NEEDED TO ELIMINATE ALL THOLES. WALLS SHALL BE SEALED AT BOTTOM AND TOP TRACKS WITH NON- HARDENING PERMANENTLY RESILIENT CAULKING (SUCH AS BUTYL RUBBER BASE COMPOUND). G.C. SHALL PROVIDE AND INSTALL 'OWENS CORNING' 4' SOUND ATTENUATION FIRE BATT/MINERAL WOOL INSULATION AT THE PERIMETER WALLS TO DECK ABOVE. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS - BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGETHER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION. EXISTING DEMISING WALL - 6" METAL STUDS FROM FINISHED FLOOR TO DECK ABOVE BY LANDLORD. G.C. TO PROVIDE AND INSTALL 5/5' TYPE 'X' GYPSUM BOARD FROM FINISHED FLOOR TO 6' BELOW DECK ABOVE (TENANT SIDE ONLY) ON COMMON TENANT DEMISING WALLS AND TIGHT TO DECK ABOVE ON DEMISING WALLS ADJACENT TO MALL SERVICE CORRIDORS NEW DEMISING WALL BY G.G.- 3 5/8' METAL STUDS Q 16" 0/C WITH (1) LAYER 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE; TIGHT TO DECK ABOVE TO CREATE A (1) HOUR RATED ASSEMBLY PER U.L. DESIGN U465. SEE DETAIL K/A0.5 IN -WALL BLOCKING NOTES • ALL 'IN -WALL' WOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT) AND BEAR THE MANUFACTURER'S STAMP OF VERIFICATION. WHERE LOCAL CODES DO NOT ALLOW FRT WOOD BLOCKING IN WALL CAVITIES, G.G. TO USE 16 go. SHEET METAL OR CODE APPROVED ALTERNATE BLOCKING MATERIALS. • G.C. 15 RESPONSIBLE FOR INSTALLATION OF IN -WALL BLOCKING FOR ALL WALL -HUNG ITEMS IN THE STORE, INCLUDING AT TOP OF MARKETING IMAGE FOCALS. G.C. SHALL REVIEW PRESENTATION ITEM DETAILS OF 11415 SET TO INSURE ALL ITEMS ARE PROVIDED WITH ADEQUATE IN -WALL BLOCKING. hill 1 1 • WOOD AND / OR PLYWOOD BLOCKING ABOVE CEILING OR BELOW RATED SUBSTRATE OF PLATFORM FLOOR 15 NOT PERMITTED. ALL BLOCKING WALL BE NON - COMBUSTIBLE. • NOTE: U5E OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE PERMITTED. .•yyy ^••.•yT.•Af.• ETA•.• A• yA•.. �yA7yT yw• yy�• yyyyyyyyyyy yy yyyyyyyyyyyyyyyyyyyyyyy •••.-.-.-.V .'.'.-.r... f.V.'.'t-`y`��. - Tor 1•,;, I- - - - --- 47i -% it /ri / /ir -- 1 rfi L• •1 • :III; ±: ii •• �• �RRIDOR Itio _ •� • r. •i X11 • ., . •1 ; !• •�1 ■� L ' 9 • I 4 FIT ROOM *4 FIT ROOM *5 EXIST. SLAB SEE SHEET Aq.5A FOR ADDITIONAL INFORMATION FOR 'FITTING ROOMS' AND 'DRESSING ROOM ALCOVE' FIT ROOM 1 e *2 CLOSET to CLOSET �, Nf.r 1 I LJ4 I Y4 i i i ii i i i i i r i i i rr c i r r i it i r r r r r i r r, r i r r r r r r r r r r r i i i r r rr it r i r i i r r r i rr i i i r i if i i r i i i r i .• IN."! - 7��y�. PT -51213 SEE SHEET AGI.4A FOR ADDITIONAL INFORMATION FOR 'CASHROOM' II 11 PT -Cw II SEE 5I -IF-ET A13.3 FOR ALL RESTROOM FIXTURE LOCATION DIMENSIONAL INFORMATION DC1 1 DC1 1 5IM./OPP. TYP. SALES #12A * #I2C DC1 DC1 THROUGH SIDE LITE NON -SALES DC DC1 DC1 STAIR; *2 LJ o-- LL1 • N a [V a H W W co 1 MATCH LINE SHEET A2.2A i REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDING DIVISION NOTED CONSTRUCTION PLAN 1/4" : 1' -0" INDICATES HEIGHT OF FINISHED FLOOR ABOVE EXISTING SLAB RECEIVED CITY OF TUKWILA NOV 2 8 20O PERMIT CENTER 0 z J a z 0 0 H u) z 0 0 W 1- 0 IJ 1- a 0 0 r r a CC W Y H cc z a LU CL 0 9,R = w co H 0z co L I dl j H �W W LL 0 J V� H 0 z u) W M W U CO CO 0 2 z v) 0 REGISTERED ARC - ;CT ce-rs lag S iilG ABFC50017 SHEET A2.2B 1 1 1 11 -y �1 I? • i. ri dri WD TIM P -2 9' -4 I /4" GWB 1 -I 1 1 H 1— • 9'--4 1/4" dF 2 WD TRIM P -2 SALES *9 12 -3" SALES *8 SALES *7 TYP OF ALL LIVING G RO OPENINGS SALES *6 r SALES *5 TO TOP OF ARCH 4 . P- 7A/P -15 VARIES a -3 1/4' P- 7A/P -I5 ' -3 3/41 GWB P -7A FROM PORal FLOOR TO am 7' -e 1/2' HEET A3.1B P -3B II I NONE II I P -12A II I P -38 II I P -12A TRIM 9' -41/4' P-313 II 1 I P -12A CLNG -7 CLNG -7 TRIM I 9' -4 1/4" AT TOP OF RAMP LANDING S' -s 1/2' SF RAMP MATCH LINE TYP. OF ALES 4 CABINETS TO D FACE CF GAG TY?. OF SALES 9 CABINETS CEILING DEVICE FINISH NOTE ALL CEILING DEVICES (DIFFUSERS, SPEAKERS, SPRINKLER HEADS LIGHT TRACKS ETC.) THAT ARE NOT PREFINISNED BLACK SHALL BE PAINTED BLACK IN THE FIELD. PENETRATION NOTE ROOF DECK PENETRATIONS ARE NOT ALLOWED SPRINKLER NOTES AUTOMATIC SPRINKLER SHOP DRAWINGS SHOWING SPRINKLER LAYOUT SHALL BE DESIGNED AND SUBMITTED UNDER SEPERATE REVIEW AND ARE NOT INCLUDED AS PART OF 11H15 SET, G.C. TO PROVIDE SPRINKLER PROTECTION ABOVE AND BELOW PORCH ROOF TYP. OF SALES 5 CABIN TrP. OF SALES 3 CABINETS TO FACE OF WOOD CLNG NOTE ALL SUSPENDED CEILINGS AND EQUIPMENT ARE TO BE SUSPENDED FROM STRUCTURAL STEEL ONLY. FOR BEAMS, ANCHOR TO TOP OR BOTTOM FLANGE. FOR STEEL TRUSSES, GIRDERS, AND JOISTS, ANCHOR TO TOP CHORD OR, IF NECESSARY TO SUSPEND FROM BOTTOM CHORD, HANG ONLY FROM PANEL POINTS AND BRACE TO TO CHORD. DO NOT ANCHOR TO DECK PIPES, DUCTS, ETC. NOTE ALL STORE CEILING FINISHES SHALL BE BACKED BY 5/8" GYPSUM BOARD OR V16' METAL DECKING TO ENSURE AN ENCLOSED NON - COMBUSTIBLE SPACE BETWEEN STORE CEILING AND DECKING ABOVE. NO COMBUSTIBLE MATERIALS ARE PERMITTED ABOVE GYPSUM BOARD. TYP. OF SALES 7 CABINETS TO FACE OF TYP. OF WOOD CLNG SALES 2 5 TO FACE OF NOOD WIG TYP. CF SALES � TYP. OF SALES 5 CABINETS CEILING FINISH LEGEND I CLNG -1 II I CI NG -2 ICLNG -6I ICLNG -311 ICLNG -411 I CLNG_51 1 ICLNG - 7 II 4" WIDE (EXPOSED FACE) X Y2' V- GROOVE, PRE - PRIMED TONGUE AND GROOVE PLANKS STOREFRONT PORCH CEILING S" WIDE (EXPOSED FACE) X 1/2" TONGUE AND GROOVE RIFT OAK PLANKS - PRE-FINISI-1ED DARK OAK GLOSS FINISH - STAIR #1 AND STAIR #2 4" NIDE (EXPOSED FACE) V- GROOVE TONGUE AND GROOVE RIFT OAK PLANKS PRE - FINISHED DARK OAK GLOSS; INSTALL AT 45' ANGLE AS SHOWN- VESTIBULE CEILING ONLY- ADDITONAL 5 3/6" X 1 1/4" RAIL AND STILES - LIVING ROOM CEILING ONLY 5" WIDE (EXPOSED FACE) RADIUSED, TONGUE AND GROOVE RIFT OAK PLANKS, PRE - FINISHED DARK OAK GLOSS FINISH - PASS THRU FROM VESTIBULE TO SALES #1 AND SALES #5 5" WIDE (EXPOSED FACE) FLAT TONGUE AND GROOVE RIFT OAK PLANKS, PRE- FINISHED DARK OAK GLOSS - PASS THRU FROM VESTIBULE TO SALES #10 (PSLR) 2' X 4' LAY -IN ACOUSTICAL CEILING TILES: 'ARMSTRONG' NON - DIRECTIONAL FISSURED PANELS WITH SQUARE EDGE (WHITE) SET IN WHITE GRID- NON-SALES 7 1/4" WIDE (E FACE) X 1/2" TONGUE AND GROOVE V- GROOVE 14000 PANELS, PRE - PRIMED TO MATCH CEILING- SALES ROOMS 1 THRU 4 12 -0 GI48 TBD FROM PORCH FLOOR TO FACE CF 1 PLANKS ''es FROM PORCH FLOOR TO GMT FROM PORCH � SIO FACE OF TOE RAFTERS FURL INS, ' UNDERSIDE OF ROOF %2" FACE M WZM PORCH FLOOR TO CMS FROM raita4 FLOOR TO FACE O MANG REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 RECEIVED CITY OF TUKWILA NOV 2 8 7_i]7 1/2" CEILING PLANKS OVER 5/8" GYP. BD. ON SUSPENDED CEILING ASSEMBLY SECURED TO STRUCTURE ABOVE T -5q PAINTED WOOD TRIM (SEE AI2.2) OVER SEAMS IN WOOD PLANK INSTALLATION PATTERN A SECTION @VESTIBULE CLNG SCALE: 3' LEGEND SYMBOL ` J X DESCRIPTION RETURN AIR DIFFUSER LINEAR SUPPLY AIR NON -SALES RETURN AIR DIFFUSER NON -SALES SUPPLY AIR DIFFUSER SYMBOL DESCRIPTION RETURN AIR DIFFUSER LINEAR RETURN AIR DIFFUSER SALES #1O SUPPLY AIR DIFFUSER 24' x 24' PAINTED METAL ACCESS PANEL SYMBOL 0 DESCRIPTION PAINTED SUB-WOOFER * G.C. SHALL PROVIDE RATED FRT PLYWOOD FINISHED CEILING FOR ACCESS PANEL AND INSTALL PLENUM ENCLOSURE ABOVE ALL SUB- WOOFERS SURFACE MOUNTED SPEAKER RECESSED SPEAKER 18' x I8' PAINTED METAL ACCESS PANEL SYMBOL Elm 0 DESCRIPTION SURFACE MOUNTED SECURITY CAMERA RECESSED 'SENSOURCE' DEVICE GENERAL NOTES rte uvso a I.dciW 1. VERIFY ALL CLEAR HEIGHTS WITH SITE SURVEY. 2. G.G. TO COORDINATE WITH MALL MANAGER FOR ACCEPTABLE METHODS TO ATTACH TO MALL STRUCTURE. 3. REFER TO A10- SERIES SHEETS FOR ALL BUILT -IN CABINETRY CEILING ASSEMBLIES. 4. SEE SWEET A0.3 FOR ALL CEILING FINISH SPECIFICATIONS. 5. G.G. SHALL PROVIDE AND INSTALL 24' X 24' FRT BLOCKING AT ALL CEILING MOUNTED SPEAKER LOCATIONS 6. SEE 'AUDIO PLAN' ON SWEET E3.1 FOR ALL CEILING MOUNTED SPEAKER /SUBWOOFER DETAILS 7. SEE A4.1A FOR LIGHTING SCHEDULE 8. ALL CEILING DEVICES THAT ARE NOT PREFINISHED BLACK SHALL BE PAINTED BLACK IN FIELD. GI. CEILING HEIGHTS ARE REFERENCED FROM EACH FINISHED FLOOR SURFACE NOT THE CONCRETE SLAB BELOW, EXCEPT FOR THE NON -SALES AREAS. CEILING HEIGHTS IN MERCHANDISE RECESSES ARE ABOVE THE PLYWOOD SUBFLOOR. 0 Q Ns) ■ z J o. z W u W X OZ o O A3.1A r W Y zQ �a = iimis W O1 n co O CO la a Ln w a WW mill O J 1 . 0 0 CD CO 0 in PEGISTERED ARCHiT ECT E�T YY" Doersch1w- g'ASHRfJN 6729 ASFC50017 SHEET 1 i. ri dri WD TIM P -2 9' -4 I /4" GWB 1 -I 1 1 H 1— • 9'--4 1/4" dF 2 WD TRIM P -2 SALES *9 12 -3" SALES *8 SALES *7 TYP OF ALL LIVING G RO OPENINGS SALES *6 r SALES *5 TO TOP OF ARCH 4 . P- 7A/P -15 VARIES a -3 1/4' P- 7A/P -I5 ' -3 3/41 GWB P -7A FROM PORal FLOOR TO am 7' -e 1/2' HEET A3.1B P -3B II I NONE II I P -12A II I P -38 II I P -12A TRIM 9' -41/4' P-313 II 1 I P -12A CLNG -7 CLNG -7 TRIM I 9' -4 1/4" AT TOP OF RAMP LANDING S' -s 1/2' SF RAMP MATCH LINE TYP. OF ALES 4 CABINETS TO D FACE CF GAG TY?. OF SALES 9 CABINETS CEILING DEVICE FINISH NOTE ALL CEILING DEVICES (DIFFUSERS, SPEAKERS, SPRINKLER HEADS LIGHT TRACKS ETC.) THAT ARE NOT PREFINISNED BLACK SHALL BE PAINTED BLACK IN THE FIELD. PENETRATION NOTE ROOF DECK PENETRATIONS ARE NOT ALLOWED SPRINKLER NOTES AUTOMATIC SPRINKLER SHOP DRAWINGS SHOWING SPRINKLER LAYOUT SHALL BE DESIGNED AND SUBMITTED UNDER SEPERATE REVIEW AND ARE NOT INCLUDED AS PART OF 11H15 SET, G.C. TO PROVIDE SPRINKLER PROTECTION ABOVE AND BELOW PORCH ROOF TYP. OF SALES 5 CABIN TrP. OF SALES 3 CABINETS TO FACE OF WOOD CLNG NOTE ALL SUSPENDED CEILINGS AND EQUIPMENT ARE TO BE SUSPENDED FROM STRUCTURAL STEEL ONLY. FOR BEAMS, ANCHOR TO TOP OR BOTTOM FLANGE. FOR STEEL TRUSSES, GIRDERS, AND JOISTS, ANCHOR TO TOP CHORD OR, IF NECESSARY TO SUSPEND FROM BOTTOM CHORD, HANG ONLY FROM PANEL POINTS AND BRACE TO TO CHORD. DO NOT ANCHOR TO DECK PIPES, DUCTS, ETC. NOTE ALL STORE CEILING FINISHES SHALL BE BACKED BY 5/8" GYPSUM BOARD OR V16' METAL DECKING TO ENSURE AN ENCLOSED NON - COMBUSTIBLE SPACE BETWEEN STORE CEILING AND DECKING ABOVE. NO COMBUSTIBLE MATERIALS ARE PERMITTED ABOVE GYPSUM BOARD. TYP. OF SALES 7 CABINETS TO FACE OF TYP. OF WOOD CLNG SALES 2 5 TO FACE OF NOOD WIG TYP. CF SALES � TYP. OF SALES 5 CABINETS CEILING FINISH LEGEND I CLNG -1 II I CI NG -2 ICLNG -6I ICLNG -311 ICLNG -411 I CLNG_51 1 ICLNG - 7 II 4" WIDE (EXPOSED FACE) X Y2' V- GROOVE, PRE - PRIMED TONGUE AND GROOVE PLANKS STOREFRONT PORCH CEILING S" WIDE (EXPOSED FACE) X 1/2" TONGUE AND GROOVE RIFT OAK PLANKS - PRE-FINISI-1ED DARK OAK GLOSS FINISH - STAIR #1 AND STAIR #2 4" NIDE (EXPOSED FACE) V- GROOVE TONGUE AND GROOVE RIFT OAK PLANKS PRE - FINISHED DARK OAK GLOSS; INSTALL AT 45' ANGLE AS SHOWN- VESTIBULE CEILING ONLY- ADDITONAL 5 3/6" X 1 1/4" RAIL AND STILES - LIVING ROOM CEILING ONLY 5" WIDE (EXPOSED FACE) RADIUSED, TONGUE AND GROOVE RIFT OAK PLANKS, PRE - FINISHED DARK OAK GLOSS FINISH - PASS THRU FROM VESTIBULE TO SALES #1 AND SALES #5 5" WIDE (EXPOSED FACE) FLAT TONGUE AND GROOVE RIFT OAK PLANKS, PRE- FINISHED DARK OAK GLOSS - PASS THRU FROM VESTIBULE TO SALES #10 (PSLR) 2' X 4' LAY -IN ACOUSTICAL CEILING TILES: 'ARMSTRONG' NON - DIRECTIONAL FISSURED PANELS WITH SQUARE EDGE (WHITE) SET IN WHITE GRID- NON-SALES 7 1/4" WIDE (E FACE) X 1/2" TONGUE AND GROOVE V- GROOVE 14000 PANELS, PRE - PRIMED TO MATCH CEILING- SALES ROOMS 1 THRU 4 12 -0 GI48 TBD FROM PORCH FLOOR TO FACE CF 1 PLANKS ''es FROM PORCH FLOOR TO GMT FROM PORCH � SIO FACE OF TOE RAFTERS FURL INS, ' UNDERSIDE OF ROOF %2" FACE M WZM PORCH FLOOR TO CMS FROM raita4 FLOOR TO FACE O MANG REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 RECEIVED CITY OF TUKWILA NOV 2 8 7_i]7 1/2" CEILING PLANKS OVER 5/8" GYP. BD. ON SUSPENDED CEILING ASSEMBLY SECURED TO STRUCTURE ABOVE T -5q PAINTED WOOD TRIM (SEE AI2.2) OVER SEAMS IN WOOD PLANK INSTALLATION PATTERN A SECTION @VESTIBULE CLNG SCALE: 3' LEGEND SYMBOL ` J X DESCRIPTION RETURN AIR DIFFUSER LINEAR SUPPLY AIR NON -SALES RETURN AIR DIFFUSER NON -SALES SUPPLY AIR DIFFUSER SYMBOL DESCRIPTION RETURN AIR DIFFUSER LINEAR RETURN AIR DIFFUSER SALES #1O SUPPLY AIR DIFFUSER 24' x 24' PAINTED METAL ACCESS PANEL SYMBOL 0 DESCRIPTION PAINTED SUB-WOOFER * G.C. SHALL PROVIDE RATED FRT PLYWOOD FINISHED CEILING FOR ACCESS PANEL AND INSTALL PLENUM ENCLOSURE ABOVE ALL SUB- WOOFERS SURFACE MOUNTED SPEAKER RECESSED SPEAKER 18' x I8' PAINTED METAL ACCESS PANEL SYMBOL Elm 0 DESCRIPTION SURFACE MOUNTED SECURITY CAMERA RECESSED 'SENSOURCE' DEVICE GENERAL NOTES rte uvso a I.dciW 1. VERIFY ALL CLEAR HEIGHTS WITH SITE SURVEY. 2. G.G. TO COORDINATE WITH MALL MANAGER FOR ACCEPTABLE METHODS TO ATTACH TO MALL STRUCTURE. 3. REFER TO A10- SERIES SHEETS FOR ALL BUILT -IN CABINETRY CEILING ASSEMBLIES. 4. SEE SWEET A0.3 FOR ALL CEILING FINISH SPECIFICATIONS. 5. G.G. SHALL PROVIDE AND INSTALL 24' X 24' FRT BLOCKING AT ALL CEILING MOUNTED SPEAKER LOCATIONS 6. SEE 'AUDIO PLAN' ON SWEET E3.1 FOR ALL CEILING MOUNTED SPEAKER /SUBWOOFER DETAILS 7. SEE A4.1A FOR LIGHTING SCHEDULE 8. ALL CEILING DEVICES THAT ARE NOT PREFINISHED BLACK SHALL BE PAINTED BLACK IN FIELD. GI. CEILING HEIGHTS ARE REFERENCED FROM EACH FINISHED FLOOR SURFACE NOT THE CONCRETE SLAB BELOW, EXCEPT FOR THE NON -SALES AREAS. CEILING HEIGHTS IN MERCHANDISE RECESSES ARE ABOVE THE PLYWOOD SUBFLOOR. 0 Q Ns) ■ z J o. z W u W X OZ o O A3.1A r W Y zQ �a = iimis W O1 n co O CO la a Ln w a WW mill O J 1 . 0 0 CD CO 0 in PEGISTERED ARCHiT ECT E�T YY" Doersch1w- g'ASHRfJN 6729 ASFC50017 SHEET ri dri WD TIM P -2 9' -4 I /4" GWB 1 -I 1 1 H 1— • 9'--4 1/4" dF 2 WD TRIM P -2 SALES *9 12 -3" SALES *8 SALES *7 TYP OF ALL LIVING G RO OPENINGS SALES *6 r SALES *5 TO TOP OF ARCH 4 . P- 7A/P -15 VARIES a -3 1/4' P- 7A/P -I5 ' -3 3/41 GWB P -7A FROM PORal FLOOR TO am 7' -e 1/2' HEET A3.1B P -3B II I NONE II I P -12A II I P -38 II I P -12A TRIM 9' -41/4' P-313 II 1 I P -12A CLNG -7 CLNG -7 TRIM I 9' -4 1/4" AT TOP OF RAMP LANDING S' -s 1/2' SF RAMP MATCH LINE TYP. OF ALES 4 CABINETS TO D FACE CF GAG TY?. OF SALES 9 CABINETS CEILING DEVICE FINISH NOTE ALL CEILING DEVICES (DIFFUSERS, SPEAKERS, SPRINKLER HEADS LIGHT TRACKS ETC.) THAT ARE NOT PREFINISNED BLACK SHALL BE PAINTED BLACK IN THE FIELD. PENETRATION NOTE ROOF DECK PENETRATIONS ARE NOT ALLOWED SPRINKLER NOTES AUTOMATIC SPRINKLER SHOP DRAWINGS SHOWING SPRINKLER LAYOUT SHALL BE DESIGNED AND SUBMITTED UNDER SEPERATE REVIEW AND ARE NOT INCLUDED AS PART OF 11H15 SET, G.C. TO PROVIDE SPRINKLER PROTECTION ABOVE AND BELOW PORCH ROOF TYP. OF SALES 5 CABIN TrP. OF SALES 3 CABINETS TO FACE OF WOOD CLNG NOTE ALL SUSPENDED CEILINGS AND EQUIPMENT ARE TO BE SUSPENDED FROM STRUCTURAL STEEL ONLY. FOR BEAMS, ANCHOR TO TOP OR BOTTOM FLANGE. FOR STEEL TRUSSES, GIRDERS, AND JOISTS, ANCHOR TO TOP CHORD OR, IF NECESSARY TO SUSPEND FROM BOTTOM CHORD, HANG ONLY FROM PANEL POINTS AND BRACE TO TO CHORD. DO NOT ANCHOR TO DECK PIPES, DUCTS, ETC. NOTE ALL STORE CEILING FINISHES SHALL BE BACKED BY 5/8" GYPSUM BOARD OR V16' METAL DECKING TO ENSURE AN ENCLOSED NON - COMBUSTIBLE SPACE BETWEEN STORE CEILING AND DECKING ABOVE. NO COMBUSTIBLE MATERIALS ARE PERMITTED ABOVE GYPSUM BOARD. TYP. OF SALES 7 CABINETS TO FACE OF TYP. OF WOOD CLNG SALES 2 5 TO FACE OF NOOD WIG TYP. CF SALES � TYP. OF SALES 5 CABINETS CEILING FINISH LEGEND I CLNG -1 II I CI NG -2 ICLNG -6I ICLNG -311 ICLNG -411 I CLNG_51 1 ICLNG - 7 II 4" WIDE (EXPOSED FACE) X Y2' V- GROOVE, PRE - PRIMED TONGUE AND GROOVE PLANKS STOREFRONT PORCH CEILING S" WIDE (EXPOSED FACE) X 1/2" TONGUE AND GROOVE RIFT OAK PLANKS - PRE-FINISI-1ED DARK OAK GLOSS FINISH - STAIR #1 AND STAIR #2 4" NIDE (EXPOSED FACE) V- GROOVE TONGUE AND GROOVE RIFT OAK PLANKS PRE - FINISHED DARK OAK GLOSS; INSTALL AT 45' ANGLE AS SHOWN- VESTIBULE CEILING ONLY- ADDITONAL 5 3/6" X 1 1/4" RAIL AND STILES - LIVING ROOM CEILING ONLY 5" WIDE (EXPOSED FACE) RADIUSED, TONGUE AND GROOVE RIFT OAK PLANKS, PRE - FINISHED DARK OAK GLOSS FINISH - PASS THRU FROM VESTIBULE TO SALES #1 AND SALES #5 5" WIDE (EXPOSED FACE) FLAT TONGUE AND GROOVE RIFT OAK PLANKS, PRE- FINISHED DARK OAK GLOSS - PASS THRU FROM VESTIBULE TO SALES #10 (PSLR) 2' X 4' LAY -IN ACOUSTICAL CEILING TILES: 'ARMSTRONG' NON - DIRECTIONAL FISSURED PANELS WITH SQUARE EDGE (WHITE) SET IN WHITE GRID- NON-SALES 7 1/4" WIDE (E FACE) X 1/2" TONGUE AND GROOVE V- GROOVE 14000 PANELS, PRE - PRIMED TO MATCH CEILING- SALES ROOMS 1 THRU 4 12 -0 GI48 TBD FROM PORCH FLOOR TO FACE CF 1 PLANKS ''es FROM PORCH FLOOR TO GMT FROM PORCH � SIO FACE OF TOE RAFTERS FURL INS, ' UNDERSIDE OF ROOF %2" FACE M WZM PORCH FLOOR TO CMS FROM raita4 FLOOR TO FACE O MANG REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 RECEIVED CITY OF TUKWILA NOV 2 8 7_i]7 1/2" CEILING PLANKS OVER 5/8" GYP. BD. ON SUSPENDED CEILING ASSEMBLY SECURED TO STRUCTURE ABOVE T -5q PAINTED WOOD TRIM (SEE AI2.2) OVER SEAMS IN WOOD PLANK INSTALLATION PATTERN A SECTION @VESTIBULE CLNG SCALE: 3' LEGEND SYMBOL ` J X DESCRIPTION RETURN AIR DIFFUSER LINEAR SUPPLY AIR NON -SALES RETURN AIR DIFFUSER NON -SALES SUPPLY AIR DIFFUSER SYMBOL DESCRIPTION RETURN AIR DIFFUSER LINEAR RETURN AIR DIFFUSER SALES #1O SUPPLY AIR DIFFUSER 24' x 24' PAINTED METAL ACCESS PANEL SYMBOL 0 DESCRIPTION PAINTED SUB-WOOFER * G.C. SHALL PROVIDE RATED FRT PLYWOOD FINISHED CEILING FOR ACCESS PANEL AND INSTALL PLENUM ENCLOSURE ABOVE ALL SUB- WOOFERS SURFACE MOUNTED SPEAKER RECESSED SPEAKER 18' x I8' PAINTED METAL ACCESS PANEL SYMBOL Elm 0 DESCRIPTION SURFACE MOUNTED SECURITY CAMERA RECESSED 'SENSOURCE' DEVICE GENERAL NOTES rte uvso a I.dciW 1. VERIFY ALL CLEAR HEIGHTS WITH SITE SURVEY. 2. G.G. TO COORDINATE WITH MALL MANAGER FOR ACCEPTABLE METHODS TO ATTACH TO MALL STRUCTURE. 3. REFER TO A10- SERIES SHEETS FOR ALL BUILT -IN CABINETRY CEILING ASSEMBLIES. 4. SEE SWEET A0.3 FOR ALL CEILING FINISH SPECIFICATIONS. 5. G.G. SHALL PROVIDE AND INSTALL 24' X 24' FRT BLOCKING AT ALL CEILING MOUNTED SPEAKER LOCATIONS 6. SEE 'AUDIO PLAN' ON SWEET E3.1 FOR ALL CEILING MOUNTED SPEAKER /SUBWOOFER DETAILS 7. SEE A4.1A FOR LIGHTING SCHEDULE 8. ALL CEILING DEVICES THAT ARE NOT PREFINISHED BLACK SHALL BE PAINTED BLACK IN FIELD. GI. CEILING HEIGHTS ARE REFERENCED FROM EACH FINISHED FLOOR SURFACE NOT THE CONCRETE SLAB BELOW, EXCEPT FOR THE NON -SALES AREAS. CEILING HEIGHTS IN MERCHANDISE RECESSES ARE ABOVE THE PLYWOOD SUBFLOOR. 0 Q Ns) ■ z J o. z W u W X OZ o O A3.1A r W Y zQ �a = iimis W O1 n co O CO la a Ln w a WW mill O J 1 . 0 0 CD CO 0 in PEGISTERED ARCHiT ECT E�T YY" Doersch1w- g'ASHRfJN 6729 ASFC50017 SHEET SYMBOL DESCRIPTION RETURN AIR DIFFUSER LINEAR SUPPLY AIR NON -SALES RETURN AIR DIFFUSER NON -SALES SUPPLY AIR DIFFUSER PAINTED SUB- WOOFER ACCESS PANEL $ G.C. SHALL PROVIDE AND INSTALL PLENUM RATED FRT PLYWOOD ENCLOSURE ABOVE FINISHED CEILING FOR ALL SUB - WOOFERS SURFACE MOUNTED SPEAKER RECESSED SPEAKER 18 x 18 PAINTED METAL ACCESS PANEL GENERAL NOTES LEGEND SYMBOL 1. VERIFY ALL CLEAR HEIGHTS WITH SITE SURVEY. 2. G.G. TO COORDINATE WITH MALL MANAGER FOR ACCEPTABLE METHODS TO ATTACI -I TO MALL STRUCTURE. 3. REFER TO AIO- SERIES SHEETS FOR ALL BUILT -IN CABINETRY CEILING ASSEMBLIES. 4. SEE SHEET A0.3 FOR ALL CEILING FINISH SPECIFICATIONS. S. G.G. SHALL PROVIDE AND INSTALL 24 X 24 FRT BLOCKING AT ALL CEILING MOUNTED SPEAKER LOCATIONS 6. SEE 'AUDIO PLAN' ON SHEET ESA FOR ALL CEILING MOUNTED SPEAKER/SUBWOOFER DETAILS 7. SEE A4.IA FOR LIGHTING SCHEDULE 8. ALL CEILING DEVICES THAT ARE NOT PREFINISHED BLACK SHALL BE PAINTED BLACK IN FIELD. q. CEILING HEIGHTS ARE REFERENCED FROM EACH FINISHED FLOOR SURFACE NOT THE CONCRETE SLAB BELOW, EXCEPT FOR THE NON -SALES AREAS. CEILING HEIGHTS IN MERCHANDISE RECESSES ARE ABOVE THE PLYWOOD SUBFLOOR. DESCRIPTION RETURN AIR DIFFUSER LINEAR RETURN AIR DIFFUSER @ SALES #10 SUPPLY AIR DIFFUSER 24 x 24' PAINTED METAL. ACCESS PANEL SURFACE MOUNTED SECURITY CAMERA RECESSED 'SENSOURCE DEVICE DASHED LINES INDICATE LAY -IN CEILING GRID ABOVE RESTROOM DECK. G.C. SHALL INSTALL GYPSUM BOARD CEILING BELOW- SEE DETAILS J AND K/A13.2 Al■ OAP AI q' -0" GWB r / / / / /// ////// / / / / / / /�iiriiiiiiiiiiiiiiiiiiri r/ rrrrrrrifriri /i /Jsr.rrii, /ririiiiy ii /l! / 4 / / /// / / / / / / / / / / /// ////// r/ /! / / / /r! //1 i:. : i -- i ! r 1 -w !.u ,ii, ;� ,LI,L ;,' YW,;$ % a2timmato_ afoot itimmeatoatmiioioi ' � iiiiiriiu lia I ■ mmmm i 1101• ► '� ,q, I. ■ ► • .. I I I — +41 • • 41 41 1 ' iiii ►. • ■ I. ►;i ce' Il■ I ■ ►* IP VI IN 1 .41 ' MAX• s ` �� i ::: `- •i r 7a + +• ..7•70. � A 4 7.4 • te a i / / / /ff /f / /r / / // // /. if! 4d• _Laial MIMIlliM OM TTT • • • • ► ww re *• wwwww + wwa **gi•i•• • wiwwiv, 7.5'7" WOOD INI SALES #12C f/. 7'--1 3/4" WOOD INI FIT ROOM L= #3 FIT ROOM #4 S' -2 5/S" FIT ROOM 10' -2" DRESSING RM. ALCOVE S' -1 3/4" FREFINISfI 8'-2 5/S" FIT / 8' -2 5/S" SALES #12A 0 Q II II II TY1'. OF cABCas III q' -3 1 /2 " SALES #12B 11' -1 MATCH LINE SHEET A3 1A 1YP. OF SALES q CABINETS q' -4 1/4' -_ - -- REVIEWED FOR I CODE COMPLIANCE APPROVED C 8 2007 RECEIVED CITY OF TUKWILA NI/ 2 8 2.007 PL - MIT CENTER 0 IRESTRoo� I CONCEPT 5 . ... — � L 4 NON - 4 ALES 4' 4 G.8 F.9 4 An ► 4 i 4 EQ EQ : r. f w / 3 \\ 4' 4' 4' 4' 4' • -. -.- / ,t xauava '"7 " rrf'7' .,, AAAAAAJ 7 i'7'f "7• aAJ►J►J►J►AAA i , • AAAAA a ' �i ■• M • TCH LIN : EQ EQ EQ EQ EQ EQ 2' -6' K R S `I: ... 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I f I / � ,, U w =v.,- • '�' Cif Y 1 ( / r I 1 = ' 7. �►' 1/ ..0:14 , % �, . - ► I `i 2 - 6U ` _� �`► r► ,+' o i � ESS AL•OVE NG RM. / i 2 -6 s'—f� � � L �. _ 1 r I �-r M 3-� 2 -6 LU 2 '_ S tea n i9 - 79 — 1 n o-te'. co 'Pi SA #'I ES A 11 _ EQ 1 W �Ilr� r / / � / I 1�. / . // . . / - 1 j - 110 V' 119 - 1E 1 119 R 1 s . � KY L 5 1 1> l i'� I / / /r / / /rJJi f / % rr//; / % / rrrr /ii EQ Ea / / rr rfirJfJffffL A EQ / - + ' E i' __ I / / / /� 1 ISSUE DATE: PERMIT DATE: 9H5/07I I LANDLORD DATE: 9/14/071 • I BID DATE: 9/15/071 MASTERS 7 -27 -2007 I • fj /l /flJ /q 1 M . u�. - _` _ i ri I v.. i� �' ES : !I , i 2 '� /r / / / / / / Q I �� 118' r • • ' %' � w � � 1 �. �. � % _ �� r ii i .I IN . �9 119 -IZ I 119 -IZ .8 - AI 1 d 6 IZ _ _ It �'� EM 1S I ; I � i i SAL - S #3 — ' 4 -a. It : -0° ►, . �. 11- � _I I % / - w I I ► ■ �� - f P I _ r�► I, ' rrrr, 11-f 1a Ed / � I w i 3 � 119I�i e► �► i Uw 141%, miLio 1 .,, �������� i � / � . //r / / M / 1 u � v► Wei r l _ IT ROOD 11, = � , � � _. 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DEC 2 FIBER OPTIC LIGHT BAR NOTE ALL 'VB' LIGHT FIXTURES TO BE INSTALLED VERTICALLY AT BOTH ENDS OF ALL BUILT -IN CABINETS -REFER TO DETAILS City Of Tukwila BUILDING DIVISION i Z =1 U m r ON A10- SERIES SHEETS FOR ADDITIONAL INFORMATION a i_ W LIGHTING PLAN S e dam :wjIJ Q = 1/4 = 1' -0" DSGNR: MB LIGHTING SCHEDULE SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION D ....... I I SCALE:As NOTED O RECESSED STEP LIGHT (AT FRONT PORCH Si OOP) r -I T SURFACE MOUNTED TUNGSTEN HALOGEN TWO PORT TUNGSTEN HALOGEN MR -16 FIBER OPTIC ILLUMINATOR WITHIN TYPICAL PERIMETER WALL BAYS CD SALES AREA EMERGENCY LIGHT SURFACE- MOUNTED LOW VOLTAGE HALAGEN MR -16 ADJUSTABLE FLOOD LIGHT (AT PORCH COLUMNS) PENDANT MOUNTED DECORATIVE q ARM INCANDESCENT CRYSTAL CHANDELIER (AT SALES WO) SALES AREA EXIT LIGHT RECEIVED CITY OF TUKWILA NOv 2 8 Cuu7 1 _ VA SURFACE-MOUNTED SINGLE CIRCUIT LIGHTING S TRACK WITH N ED S MATTE BLACK FINISH SURFACE MOUNTED LINEAR T5 FLUORESCENT STRIPS FOR BACK LIGHTING MIRROR ALONG TOP AND SIDES OF FITTING ROOM MIRRORS NON -SALES AREA EXIT /EMERGENCY LIGHT pl .hidllT CENTER _ TRACK - MOUNTED LOW - VOLTAGE HALOGEN AR70 ACCENT LIGHT WITH PAINTED MATTE BLACK FINISH Q COVE MOUNTED LOW VOLTAGE XENON LINEAR UPLIGHT AT FITTING ROOM ALCOVE AND CASHROOM LIGHT COVE NON -SALES AREA EMERGENCY LIGHT KEYED NOTES GENERAL NOTES 6729 ,_RED • I'EG!S : e e TRACK- MOUNTED PAR 38 HALOGEN THEATRICAL ACCENT LIGHT WITH TRACK FITTER, BARN DOORS 4 MATTE BLACK FINISH (FOR MARKETING SALES #10) TRACK - MOUNTED LOW VOLTAGE HALOGEN ARI11 ACCENT LIGHT WITH MATTE BLACK FINISH V5 FULLY RECESSED LOW VOLTAGE TUNGSTEN HALOGEN AR70 DOWNLIGHT FULLY RECESSED LOW VOLTAGE TUNGSTEN HALOGEN AR70 DOWNLIGHT WITH MODIFIED 'THROAT' LENGTH 4 FLUORESCENT STRIP 0 SENSOURCE DEVICE MOUNTED IN CEILING. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. w 1 . AUTOMATIC SPRINKLER SHOP DRAWINGS SHOWING SPRINKLER LAYOUT SHALL BE SUBMITTED TO TENANT'S CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. ''' ' EC :I I • . ; c' r stogy -: -. Coe €. " iF ri .I" • ` 4' 1 1-- -, - - - --1 4 _ _ _ ^ -- _ 4' FLUORESCENT STRIP (IN CEILING BELOW) . . - p 'VM' LIGHTS TO BE INSTALLED IN A STAGGERED PATTERN ON TOP AND BOTH SIDES OF 2. ALL SPRINKLER HEADS IN SAI FS AREAS AND AT STOREFRONT TO BE CONCEALED HEAD ASSEMBLIES 3. BACK OF "EXIT" SIGN SHALL NOT BE VISIBLE FROM THE MALL COMMON AREA. O SURFACE MOUNTED FIBER OPTIC LIGHT BAR WITH ADJUSTABLE HEADS SPACED 6" O.C., MOUNTED WITHIN TYPICAL PERIMETER WALL BAYS PRE- INSTALLED, SURFACE MOUNTED FIBER OPTIC LIGHT BAR MOUNTED WITHIN DRAWERS OF SALES #12 CABINETS (NOT SHOWN IN PLAN) FITTING ROOM MIRROR FIXTURE - REFER TO DETAILS D /Aq.58 AND G /Aq.513 Q SW' LIGHTS AT PORCH TO BE CENTERED ON COLUMNS - REFER TO DETAILS ON SHEETS A8.4 AND A8.5 4. ALL MEP DEVICES ABOVE CEILING THAT REQUIRE SERVICE ACCESS TO BE LOCATED ADJACENT TO DIFFUSER GRILLES. E G.C. TO COORDINATE WITH MALL MANAGER FOR ACCEPTABLE METHODS TO ATTACH TO MALL STRUCTURE. L�� 9 SURFACE MOUNTED TUNGSTEN HALOGEN THREE FORT FIBER OPTIC ILLUMINATOR IN SALES #12 PERIMETER CABINETS. G.G. TO PROVIDE OUTLET IN WALL AS REQUIRED TO POWER ILLUMINATOR- SEE ELECTRIC PLANS FOR HEIGHT AND LOCATION. REFER TO DETAIL C/A10.6 FOR MORE INFORMATION. , 10' SEE N /Aq.3C FOR BLOCKING DETAILS AT 'SALES 10 CHANDELIER Q ALL #12 ILLUMINATORS 6. G.C. SHALL INSTALL ALL OWNER SUPPLIED LIGHT TRACKS AND LIGHT FIXTURES UNLESS NOTED OTHERWISE. CONSULT WITI -I OWNER'S CONSTRUCTION MANAGER TO VERIFY CORRECT LOCATIONS FOR VARIED TRACK HEADS A B F C 50 O 17 SALES CABINETS TO BE FURNISHED BY OWNER COMPLETE WITH FIBER -OPTIC .- AND LIGHT BARS. G.C. SHALL PLUG ILLUMINATORS INTO WALL OUTLETS DURING INSTALLATION. 0 ALL RECESSED LIGHTS AND AUDIO DEVICES IN LIVING ROOM ARE CENTERED IN THE COFFERS AS SHOWN. ALL TRACK SHEET - G.G. TO REFER TO ELECTRICAL DRAWINGS FOR FIXTURE AND LAMP SPECIFICATIONS - ALL. DIMENSIONS ARE FROM TI-IE FINISH FACE OF GYPSUM BOARD U.N.O. - ALL TRACKS HAVE LIVE END (INVISIBLE) FEED, NO JUNCTION BOXES USED. FIXTURES ARE CENTERED ON THE TRIM BAND AS SHOWN. Q 'SG' SPEAKER GRILLE PROVIDED BY O>pNER AT THIS LOCATION A 4 ■ 1 A 1. AUTOMATIC SPRINKLER SHOP DRAWINGS SHOWING SPRINKLER LAYOUT SHALL BE SUBMITTED TO TENANTS CONSTRUCTION MANAGER FOR APPROVAL PRIOR TO INSTALLATION. 2. ALL SPRINKLER HEADS IN SALES AREAS AND AT STOREFRONT TO BE CONCEALED HEAD ASSEMBLIES 3. BACK OF 'EXIT' SIGN SHALL NOT BE VISIBLE FROM THE MALL COMMON AREA. 4. ALL MEP DEVICES ABOVE CEILING THAT REQUIRE SERVICE ACCESS TO BE LOCATED ADJACENT TO DIFFUSER GRILLES. 5. G.C. TO COORDINATE WITH MALL MANAGER FOR ACCEPTABLE METHODS TO ATTACH TO MALL STRUCTURE. 6. G.G. SHALL INSTALL ALL OWNER SUPPLIED LIGHT TRACKS AND LIGHT FIXTURES UNLESS NOTED OTHERWISE. CONSULT WITH OWNER'S CONSTRUCTION MANAGER TO VERIFY CORRECT LOCATIONS FOR VARIED TRACK HEADS SENSOURCE DEVICE MOUNTED IN CEILING. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. p 'VM' LIGHTS TO BE INSTALLED IN A STAGGERED PATTERN ON TOP AND BOTH SIDES OF FITTING ROOM MIRROR FIXTURE - REFER TO DETAILS D /A9.5B AND G /Aq.SB 'BW' LIGHTS AT PORCH TO BE CENTERED ON COLUMNS - REFER TO DETAILS ON SHEETS A8.4 AND A8.5 Q SEE H /Aq.3C FOR BLOCKING DETAILS AT 'SALES 10' CHANDELIER ALL SALES #12 CABINETS TO BE FURNISHED BY OWNER COMPLETE WITH FIBER -OPTIC ILLUMINATORS AND LIGHT BARS. G.C. SHALL PLUG ILLUMINATORS INTO WALL OUTLETS DURING INSTALLATION. �7 ALL RECESSED LIGHTS AND AUDIO DEVICES IN LIVING ROOM ARE CENTERED IN THE COFFERS AS SHOWN. ALL TRACK FIXTURES ARE CENTERED ON THE TRIM BAND AS SHOWN. 'SG' SPEAKER GRILLE PROVIDED BY OWNER AT THIS LOCATION LIGHTING SCHEDULE SYMBOL 0 VA DESCRIPTION RECESSED STEP LIGHT (AT FRONT PORCH STOOP) SURFACE- MOUNTED LOW VOLTAGE HALAGEN MR -16 ADJUSTABLE FLOOD LIGHT (AT PORCH COLUMNS) SURFACE- MOUNTED SINGLE CIRCUIT LIGHTING TRACK WITH PAINTED MATTE BLACK FINISH TRACK - MOUNTED LOW - VOLTAGE HALOGEN AR70 ACCENT LIGHT WITH PAINTED MATTE BLACK FINISH TRACK- MOUNTED PAR 38 HALOGEN THEATRICAL ACCENT LIGHT WITH TRACK FITTER, BARN DOORS MATTE BLACK FINISH (FOR MARKETING SALES #IO) TRACK - MOUNTED LOW VOLTAGE HALOGEN ARIII ACCENT LIGHT WITH MATTE BLACK FINISH SURFACE MOUNTED FIBER OPTIC LIGHT BAR WITH ADJUSTABLE HEADS SPACED 6' O.C., MOUNTED WITHIN TYPICAL PERIMETER WALL BAYS SYMBOL L I 0 DESCRIPTION SURFACE MOUNTED TUNGSTEN HALOGEN TWO PORT TUNGSTEN HALOGEN MR -16 FIBER OPTIC ILLUMINATOR WITHIN TYPICAL PERIMETER WALL BAYS PENDANT MOUNTED DECORATIVE q ARM INCANDESCENT CRYSTAL CHANDELIER (AT SALES #10) SURFACE MOUNTED LINEAR T5 FLUORESCENT STRIPS FOR BACK LIGHTING MIRROR ALONG TOP AND SIDES OF FITTING ROOM MIRRORS COVE MOUNTED LOW VOLTAGE XENON LINEAR UPLIGHT AT FITTING ROOM ALCOVE AND CASHROOM LIGHT COVE FULLY RECESSED LOW VOLTAGE TUNGSTEN HALOGEN AR70 DOWNLIGHT SURFACE MOUNTED TUNGSTEN HALOGEN THREE PORT FIBER OPTIC ILLUMINATOR IN SALES 1412 PERIMETER CABINETS. G.C. TO PROVIDE OUTLET IN WALL AS REQUIRED TO POWER ILLUMINATOR- SEE ELECTRIC PLANS FOR HEIGHT AND LOCATION. REFER TO DETAIL C/A10.6 FOR MORE INFORMATION. SYMBOL 4 DESCRIPTION SALES AREA EMERGENCY LIGHT SALES AREA EXIT LIGHT NON -SALES AREA EXIT /EMERGENCY LIGHT NON -SALES AREA EMERGENCY LIGHT 4' FLUORESCENT STRIP 4' FLUORESCENT STRIP (IN CEILING BELOW) FULLY RECESSED LOW VOLTAGE TUNGSTEN HALOGEN AR70 DOWNLIGHT WITH MODIFIED 'THROAT' LENGTH PRE - INSTALLED, SURFACE MOUNTED FIBER OPTIC LIGHT BAR MOUNTED WITHIN DRAWERS OF SALES 1$12 CABINETS (NOT SHOWN IN PLAN) - G.C. TO REFER TO ELECTRICAL DRAWINGS FOR FIXTURE AND LAMP SPECIFICATIONS - ALL DIMENSIONS ARE FROM THE FINISH FACE OF GYPSUM BOARD U.N.O. - ALL TRACKS HAVE LIVE END (INVISIBLE) FEED, NO JUNCTION BOXES USED. 25' -O' 'I3'_0 ® a 'FIT ROOM w ® #3 FIT ROOM #5 % I ►• 4 1 ■- / • r ►•/ • ilk 4 • • 1 it 1 • Icirl :•:414 Afl MIPP..- itill mei ► 77'1- .• - J \ , ►• 4/ ir r* .. ■ : ►•/ � / • 4 4 of 44 i/ 4 I ' */ s i►•/ 44 • • • lo 44 ∎/1 • 104 441 4 A / . , � : ' • lo .14 FIT ROO #2 NG RM. OVE i Ai+i+i 2 +i+i +i +i+i +i +i+i+,AM . . �i�, .?w�w�w�w�w�w +w +i +i +i +i +i +i +i +i FIT ROOM #7 FIT RO Q #8 gN / ill — Tin ►. t ► ' ; 4 ALES 1 SA ES #1 A i71• 74747•7• 7 4.7•7• 74 .747 - 47 7_• �. •�• ��•_ •_ •�•�•���•���w�'1'+i.. 4 / I ., ' ' p 1 �■ EQ EQ • • I,xti M • / / / // +i + LTA +i +iAO +i +dw +i A . .....Tw.w w w w w w w+iw+a + w w +w w +w it •i i H DASHED FIXTURES INDICATE LIGHT FIXTURES ON GYP. B CEILING BELOW D03 `CL( l a W Z a ti LIGHTING PLAN 2 co 1/4" = 1' -0" EQ EQ COMPLIANCE DEC 2 8 2007 City Cif TTUkWb BUILDIN .. DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 "6.iO7 4.1A N TER a a W z J a z 0 at W I- 0 I— W 0 A4.1B I LLJ H CC z a Wa I EC Ill 73 ~ CD O z W a tO g - a Ili � � W LL g 0WW C) CD CO N 0 m 2 Z 0 0 ABFC50017 SHEET CLOSET 48 SF w P -5A B P -5 c NA T P -5 F FC -12 STOOP 81 SF W SF- 2 /P -7A B P -7A C NA T P -7A F FC -12 VESTIBULE 121 SF w SF -3 B PREF. DO C NA T PREF. DO F FC -12 SALES *3 464 SF W SF- -S /P -2 B P -2 C P -4 T P -2 F FC -12 PT-S6, 37, S8, S9, S12B 149 SF W P -3B B P -38 C NA T P -3S F FC -12 OPENING 1 &2 149 SF W F--5A B P -5 C NA T P -5/P -2 F FC -12 STAIR( 149 SF w SF -4 B P -5 C NA T P -5 F FC -12 PT S3, S4, S12A 73 SF W P -2A B P -2 C NA T P -2 F FC -12 PT -SI 73 SF W PREF. DO B PREF. DO C CLNG -4 T PREF. DO F FC -12 1 DISPLAY #1 73 SF W P -8A B P B -8 Ic NA T P - S F FC -12 SALES #2 263 SF W SF -8 /P -2 B P -2 C P -4 T P -2 F FC -12 DISPLAY #2 67 SF w P -8A B P -8 C NA T P -8 F FC -12 SALES #1 335 SF W SF -8 /P -2 B P -2 C P -4 T P -2 F FC -12 PT -S5 417 SF w PREF. DO B PREF. DO C NA T PREF. DO F FC -12 OPENING & 4 417 SF W P-BA B P -5 C NA T P -5 F FC -12 SALES #4 417 SF W SF- 8/P- -2 B P -2 C P -4 T P -2 F FC -12 STOREFRONT RAMP 129 SF W P -8A B P -8 C NA T P -8 F FC -12 SALES #5 343 SF W P -38 B P -3B C P -12 T P -3B F FC -12 SALES #6 213 SF W SF -5 B P -38 C NA T P -3B F FC -12 SALES #9 471 SF W P -3B B P -3B c P -12 T P -3B F FC -12 SALES 17 223 SF W P -3B B P -3B C P -I2 T P -3B F FC -12 SALES #8 141 SF w P -3B B P -3B C P -12 T P--3B F FC -12 LIVING ROOM RAMP 167 SF W P -8A B P -8 C NA T P -8 F FC -12 M M M M 9 I J A \k: —A j I t i i t } 1 i !I!!? ?; } ?i 11 }vi iii}? 1Fii 1 }} t } }ii, }}} i t 1i j�ii I II!$ 1 } ��! 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I 1 1 1 1 1 11 1i 11 1 1 , � 1 11 I �1 i; 1 311 „ Itil 1 [tlt1 1131 !' 11 111 II I, 1 II 1 11 11111 11 '111�I 1 I 1 I 1 I I k 1 1 I I I l I k 1 311 i1 it$ ?} 1113 .1? 111 1 1 t i i ! i $ i i i } !i 1 i i 70 PORCH 303 SF W SF -2 B NA C NA T P -7A F FC- 2 /FC -12 CABINET BASES TYP. ROOMS #1 THRU #4 PASS THROUGHS FLOORING NOTE LANDLORD TO INSTALL MALL TILE OVER LEASE LINE (I) FULL TILE. G.G. SHALL CONTINUE INSTALLING MALL TILE TO CONCEPT 5 FLOOR FINISHES /PORCH AS REQUIRED (OBTAIN TILE FROM ON -SITE TENANT COORDINATOR) GENERAL FINISH NOTES 1. SEE 'FINISH SCHEDULE' ON SHEET A0.3 FOR COMPLETE FINISH SPECIFICATIONS 2. SEE 'TITLE SHEET' FOR 'ROOM FINISH TAG' SYMBOL LEGEND 3. SEE 'INTERIOR ELEVATIONS' ON SHEETS A7.1, A7.2 AND A7.3 AND 'STOREFRONT ELEVATIONS' ON SHEET A8.1 FOR SPECIFIC WALL FINISH APPLICATION INFORMATION 4. G.C. SHALL SUPPLY AND INSTALL RIGID INSULATION BETWEEN FURRING STRIPS BELOW WOOD PLANK FLOORING AT ALL APPLICABLE SALES AREA LOCATIONS (NOT ON PORCH) - INSULATION THICKNESS TO EQUAL DEPTH OF SLEEPER SPACE KEYED NOTES LL TA A COL INUOUSLY BELOW TING ROO RESSERS, �NGH Ann M I R R A EMBL S G.G. SHALL FINISH 'SERVICE CORRIDOR ALCOVE' WALLS, CEILINGS, AND DOOR TO MATCH EXISTING FINISHES IN MALL SERVICE CORRIDOR AND PROVIDE 4" X 4" STAINLESS STEEL GUARDS ON OUTSIDE CORNERS FROM FLOOR TO 48" STONE HEARTH (FP -1)-- SEE SHEET Aq.3B 4 -0" BRICK •' MALL PAVER INFILL TO L.L. FC - 14 I P -8A MALL FLOORING NOTE G.C. TO COORDINATE FLOOR TRANSITION WITH ON SITE MALL REPRESENTATIVE. G.C. IS TO PROVIDE AND INSTALL FC -14 MALL FLOORING FINISH FROM EDGE OF THIN BRICK PAVERS TO LEASE LINE (SHOWN HATCHED), MAINTAINING FLUSH SURFACE TRANSITIONS. D0351 � 1 } h i 1 1/4" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2017 City Of Tukwila BUILDING DI`JSIOI�i FINISH PLAN $( RECEIVED CITY OF TUKWILA NOV 2 8 •t L1J1 PLdib11T CENTER FINISH KEY NAME ROOM SQ. FOOTAGE W B C T F W = NALL FINISH B = BASE FINISH C = CABINET FINISH(S7 T = TRIM /CASING FINISH F = FLOOR FINISH 0 a ABFC50017 SHEET A5.1A Ls- j ' FITTING ROOM ITYP) 873 RIC. FIT RMS W SF - 4 B PREF. CO C NA T PREF. CO F FC - 4 DRESSING RM ALCOVE 873 RIC. FIT RMS W PREF. CO B PREF. CO C NA T PREF. CO F FC -4 CASHROOM 411 SF W PREF. CO B PREF. CO B PREF. CO C PREF. CO T PREF. CO F FC -4 SALES 412C 4.23 SF W SF - 4 B PREF. CO C PREF. CO T PREF CO F FC - 4 NON -SALES 911 SF W P - G1 B VB -1 C NA T NA F FC -6 SALES 412B 462 SF W SF -4 B PREF. CO C PREF. CO T PREF_ CO F FC -4 SALES #12A 453 SF W SF - 4 • B PREF. CO C PREF. CO T PREF. CO F FC -4 SALES #12A 453 SF W SF -4 B PREF. CO C PREF. CO T PREF. CO F FC -4 A MIRROR ASSEMBLES . v" ." "' � G.G. 5HALL FINISH 'SERVICE CORRIDOR ALCOVE' WALLS, CEILINGS, AND DOOR TO MATCH EXISTING FINISHES IN MALL SERVICE CORRIDOR AND PROVIDE 4" X 4" STAINLESS STEEL GUARDS ON OUTSIDE CORNERS FROM FLOOR TO 48" E J LEASE LINE TRAN. SCALE: 3' z 1 B G.C. TO FINISH WITH NEW MALL FLOORING TO MATC1 -I EXISTING MALL FLOORING U.N .O. A C G -4 V . • 4 4 4 SCI-1LUTER SCHI ENE — ALUMINUM TRANSITION STRIP - FIELD VERIFY REQUIRED SIZE 3/4" WOOD FLOORING OVER 3/4" FRT PLYWOOD ON METAL DECK GI/16" METAL DECK OVER METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS 3/4" WOOD FLOORING OVER 3/4" FRT PLYWOOD ON METAL DECK • -4 4 TRANSITION TO BE A BUTT JOINT - G.C. TO ENSURE FLUSH TRANSITION CARPET FLOORING AND PAD . OVER 1/2" PLYWOOD OVER (1) LAYER OF 3/4" FRT PLYWOOD 9/16 METAL DECK OVER METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS V.G.T. FLOORING OVER EXISTING SLAB FC -11 - THIN BRICK PAVER OVER EXISTING MALL SLAB d 4 4: • - 4 4 EXISTING MALL FLOORING OVER EXISTING MALL SLAB 4 4 • 4 • C 4 LEASE LINE MORTAR JOINT PER MANUF. SPECS. - G.C. TO ENSURE FLUSH TRANSITION MIL_ 12 BRICK /WOOD TRAN. SCALE: 3' - 1'-0' 3/4" WOOD FLOORING OVER 3/4" FRT PLYWOOD ON METAL DECK ANI RMS. .1111111/1 • k `�_ - - - -_ q /16" METAL DECK OVER METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS WOOD /WOOD TRAN. SCALE: 3' =1' V.G.T. FLOORING OVER (2) LAYERS OF 3/4" FRT PLYWOOD d JJJ %:fir "'A • ML J%J.rr W A ///////// / / /?' / / / //% / / / / / / / / / / / / / / / / / / T� 44 a4 TRANSITION TO BE A BUTT WH FG -13 BRICK TREAD JOINT ALIGNED IT (OVER SETTING BED AND CENTERLINE OF DOORS ABOVE FLOOR SUBSTRATES) cn m SCHLUTER SCHIENE A60 ALUMINUM TRANSITION STRIP CARPET /VINYL TRAN. SCALE: 3 V.C.T. FLOORING OVER POURED CONCRETE RAMP (1 :12 SLOPE) OVER EXISTING SLAB 3/4" (FC -12) I- IRDWOOD PLANKS (INSTALLED PARALLEL TO STOREFRONT)OVER SUBSTRATES AS SHOWN D 3/4" WOOD FLOORING OVER 3/4" FRT PLYWOOD ON METAL DECK 4 AM■M_ I - - - -_, q/16" METAL DECK OVER METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS 1/4" GAP WRAP CARPET INTO GAP @ TRANSITIONS CARPET FLOORING OVER PAD (1) LAYER OF 1/2" PLYWOOD OVER (1) LAYER 3/4 FRT PLYWOOD OVER q/16" METAL DECK • F H FC -11 - THIN BRICK PAVER OVER EXISTING MALL SLAB IMMMMMIMINISMAMRICESE % //IJ / 4'--0" TO STOREFRONT PAVER /TILE TRAN. SCALE: 3' d I'-0' r 4 i 3/4" WOOD FLOORING OVER 3/4" WOOD FLOORING OVER 3/4" FRT POURED CONCRETE RAMP PLYWOOD ON METAL DECK (1:12 SLOPE) OVER EXISTING SLAB WOOD /WOOD TRAN. SCALE: 3'.I' -0' WOOD /CARPET TRAN. SCALE: 3's1' -0' HEAT BEND VCT TO PREVENT CRACKING AND SPRING -BACK FROM ADHESION rn c1/16" METAL DECK OVER METAL STUD FRAMING, REFER TO STRUCTURAL DRAWINGS FOR DETAILS V.C.T. FLOORING OVER (2) LAYERS OF 3/4" FRT PLYWOOD 5.z z= l ArAr� mrama - . VINYL /VINYL TRAN. SCALE: 3' I' -0' .�)_• \ ��� \� \mot \ +- \��iiii.l „„ mac CORRIDOR RAMP IN NON -SALES AREA ▪ G.G. SHALL TRENCH A 1/2” DEEP X 2 WIDE PORTION OF EXISTING SUBSTRATE AND FILL W/ CONCRETE AS SHOWN VINYL /VINYL TRAN. SCALE: 3' z: am= IllingitwnotkpAthwAi _ rr�urrii� CORRIDOR RAMP IN NON -SALES AREA * G.G. SHALL TRENCH A 1/2" DEEP X 3" WIDE PORTION OF EXISTING SUBSTRATE AND FILL W/ CONCRETE AS SHOWN BRICK PAVER TO WOOD RAMP TRAN. SCALE: 3' 1' -0' GENERAL FINISH NOTES 1_ SEE 'FINISH SCHEDULE' ON SHEET A0.3 FOR COMPLETE FINISH SPECIFICATIONS 2. SEE 'TITLE SHEET' FOR 'ROOM FINISH TAG' SYMBOL LEGE 3. SEE 'INTERIOR ELEVATIONS' ON SHEETS A7.1, A7.2 AND A7.3 AND 'STOREFRONT ELEVATIONS' ON SHEET A8.1 FOR SPECIFIC WALL FINISH APPLICATION INFORMATION 4. G.G. SHALL SUPPLY AND INSTALL RIGID INSULATION BETWEEN FURRING STRIPS BELOW WOOD PLANK FLOORING AT ALL APPLICABLE SALES AREA LOCATIONS (NOT ON PORCH) - INSULATION THICKNESS TO EQUAL DEPTH OF SLEEPER SPACE KEYED NOTES LLTA NU STONE HEARTH (FP -1)- SEE SHEET Aq.3B E. J.T OW TIN_G�OOrRES_ CH G.G. TO FINISH WITH NEW MALL FLOORING TO MATCH EXISTING MALL FLOORING U.N.O. SCHLUTER SCI -4I ENE ALUMINUM TRANSITION STRIP - FIELD VERIFY REQUIRED SIZE 3/4" (FC -2) HARDWOOD PLANKS (INSTALLED PERPENDICULAR TO STOREFRONT) OVER SUBSTRATES AS SHOWN 2x4 FRT WOOD SLEEPERS @' 16" O.G. OVER 1/2" FRT PLYWOOD FURRING OVER (1) CONTINUOUS LAYER 3/4" FRT PLYWOOD OVER q/16" METAL DECK FINISH KEY NAME ROOM SO. FOOTAGE W B c T F W = WALL FINISH 8 = BASE FINISH C = CABINET 'INISH(s) T = TRIM /CASING FINISH F = FLOOR FINISH FLOORING NOTE INSTALL CERAMIC TILE FLOORING (AT RESTROOMS) OVER WATERPROOFING MEMBRANE WHICH 15 TO RUN UP WALLS A MIN. OF 4" G.C. TO INSTALL LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL INCLUDING A (2) PART APPLICATION (LATICRETE 9235 OR SUMMITVILLE S -9000) / I I I I I I • r r I i o I - : I • _ _ _ / 99 i� i i i i i i i i i i i i i i i i i i i i/ i/ i i/ i i/ r/ i i// i i i i i i/ /iii / i/ i J i i i i i i i f i i i i i i i i i i i i i i i i i i i i i i i i i • • . • • /Ix IT ROO #1 • . FIT ROOM � I Eli' R2oQ�N ...'� 4�. „,•a•�..•,.T.a.a.a7.7. �i ∎∎ •7 •77.i7'►•�.�� ■7�7 ∎.� •a.a •i ■a.∎.2.a i.ir a.i.1 %, •.w•/• /}w.w•w•w•I•.11 �7a��1� :7�.�.�� •1at∎ ■∎7. T7 �• 17 •772CM.• ∎i.•.•.Ar •a •i.i71..:• 7r.:••••••/••0:•�•.w•i �7�T.ALT 7�72.1��.. 7 V 77 ' A7:1; A7.1 SALES *12A W - B P: 5 T P -"5 FC -4: • F � CLOSET 48 SF W P -5A B P -5 C NA T P -5 F FC -12 MATCH 1 1 u H LIVING W B C N T F IF SALES 471 F. P -38 P -38 P -3H FC - i < LINE SHEET A5.1B FINISH PLAN 1/4” : 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2001 City Of Tuft =Afi1a BUILDING DIVISION RECEIVED MY OF TUKWI Its v v 2 8 2, 7 PL,ttivll f CENTER 0 z a 3 1 J a z `L O • CA LaJ 1— cc W 0 r r so W H O 1 CC CC W a aD = CC 1 CO 0z co Uj a 111 © = > a w W WL. 0 II C.) H 0 W W CO 0 CO C O REGISTERED ARCHITECT ABFC50017 SHEET A5.1B 0 0 W 0 tn L j LIVING ROOM SIDE CONCEPT 5 SALES *12 SIDE • SALES #12 SIDE .. Ir _ w _.�r..._... � �.�r I SF -4 1 - I 5F-4 4 - t. - • - .. _ - - _ f \ T � i� I � I ( mar iii iii�✓� P -4A I Ir _ w ...._4,.• _._. : . - -. F-5 I I EXTENTS OF FLOORING BELOW ro 1 ' i i P-2 \ P -3l SALES *9 SIDE I _ ... •. � — . <• : + - _ - , • . - #4 #4 SIDE PEF _ _ �. � • � w " SALES ;;Dft OA ESED OAK I I I I I 5 PAINTED METAL RAILING WITH WOOD NAND RAIL r = E J' II P -2 I 16,.. f s ■ \ I SF -4 II ■ ■ ■ �{ P- 2 I- P -2 I II P -2 P -2 I P -2 *12 SIDE SECTION VIEW SALES SIDE I ::::;: { - I SALES #12 P -3S P -38 [I I SECTION VIEW :14 1 I P 5 1 P_5 ,) r SALES � • ` _ _ = SALES P -5A - I SALES #3 SALES #7 Air I SF SIDE s -4 II \ * #4 i t # c 1 I P -2 II - _ : = .. , ... ... - - . _ , _ . . , : _ ; _ : I SF -4 {I I P-313 { _ �1 . � I ' SALES PLAN P -5 P -5 Fil SALES LIVING SIDE SIDE ROOM SIDE VIEW SECTION VIEW ► I _ • .. �_: • .•. • . - A:. .' % � I PREF. I I _.. _,.... -` . : ,. _ ... .. - • - _ �� �. , .: ,> _:. . , _: - 1� I I _. , - . ,•,_ _ .,r _ ` s CERUSED OAK P -2A P -2A P -2A I y „, ... ». :.. �.�- .._ I PREF. r � P -2 P -2 P -35 II --I 1 P -2 P -2 P-2 CERUSED OAK LINE OF FLOOR TRANSITION AT SALES *4 PLAN VIEW P -3B P -3B { PLAN VIEW - SEE DETAIL F /A5.113 A LIVING ROOM OPENING FINISH TRANSITION DETAILS SCALE: 1 1/2' = I -O' B SALES #12 TO SALES #4 FINISH TRANSITION DETAILS SCALE: 1 1/2' = 1 -0' � r SALES #12 TO SALES #9 FINISH TRANSITION DETAILS SCALE: 1 1/2' = I -O' SALES VESTIBULE SIDE STAIR #1 SIDE 1 REVISION DIRECTIVE KEY' B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C. - GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE P_s II #1 SIDE `� I SF -3 11 LINE OF FLOOR TRANSITION - SEE DETAIL E/A5.18 WOOD STRINGER LINE OF FLOOR TRANSITION AT SALES #1 - SEE DETAIL E/A5.1B 5 �� � P -2 - • ;-,.,-.,yx -.- . 5F--3 II - 1 PREF. I - I z i < • :_. _....; ... .. DARK OAK Ji 4 = F : -_ . • -1L� 11L� \. REVISIONS: e BLDNG DEPT 11 -21 -01 - � I SF -3 I I I PREF. I I PREF. r ���j� '� - DARK OAK DARK OAK I■�■r' - PREF. � Gj f • ` � 2K OAK DARK OAK 11,, r _ SF -4 ? I aF -3 P -4A P -2 � — Y , PREF. . - ..---• .. _ : r �. � \: E . ri ► - �"` _ _ , 1 re DARK OAK LP 1 1 ~/ ....--...,.„ SIDE M ISSUE DATE: I PERMIT DATE: 9H5/07I I LANDLORD DATE: 9/14/07I BID DATE: 9H6/07I MASTERS 7 -27 -2007 I I PREF. I i P -12A I - - --. - •- _______ _ �� LINE OF FLOOR DARK OAK - i1r�` ;• U I SF P -3B -3 TRANSITION AT VESTIBULE - SEE DETAIL E/A5.1B SIDE SALES #1 VESTIBULE SIDE SIDE VIEW SECTION VIEW VESTIBULE PLAN I P -315 II SALES #5 f r STAIR #1 SIDE {PREF. II VESTIBULE DARK OAK VESTIBULE SIDE SALES #5 PLAN VIEW I PRFF. I I SIDE SIDE SECTION DARK OAK VIEW _ REW`E: - CODE COMPLIANCE APPROVED DEC 2 8 I sF -3 I CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :)IHD VESTIBULE SIDE PLAN VIEW Of Tukvvila SECTION VIEW BUILD1ft DIVISION i ® VESTIBULE TO SALES #1 FINISH TRANSITION DETAILS SCALE: 1 1/2' = 1 -0' E VESTIBULE TO SALES #5 FINISH TRANSITION DETAILS SCALE: 1 1/2' a 1 I SCALE: 1 1/2' = I -D TO STAIR #1 FINISH TRANSITION DETAILS DRAWN: NNM _ I P -12A iming ∎- annrm �� L dam :Had 1 . It. 1.111.1.1 A'.. 'f ... ' 2:. '. .•7 El PR EF. I CERUSED OAK \ ■ f• %:1.:.::.L�rt1�1 .. - -: - /1.1:1 Il: i _ `7 /.L : : .. ; : l:: : : . : LL� .t SF-4 • .• DSGNR: MB r I ' L = : • �` \ PREF. _ � { DARK P -SB I SF -4 I SF -4 THIS DETAIL IS FOR FINISH TRANSITIONS ONLY - SEE DETAIL A/A11.2 FOR SPECIFIC NEIGNTS SECTION VIEW ii���� OAK SALES - � � _ I SCALE:As NOTED � �� j - :+ - _ r i APPLIED I CEILING TRIMS - ---- -I P -5 II-- P -5 #12 SIDE p �� � � I P4A I 1 STAIR #2 d LINE OF STAIR TREAD LIVING S ? RECEIVED CITY OF TUK�/ILA BELOW (TYP. OF 3) ROOM SIDE LINE OF WOOD STRINGER 67 9 REGISTERED Y tam � � � . °i �3�o � :� �' 7_f!.,? AND CAP BELOW (P -5) 2 8 PEVIMI I CENTER P -5 I . , I SF -4 I SF I - -4 I — _ i Do-/...ob) { PREF_ I _..--- -- .s..l.< y } :._f:... _ .. . -..+n ..... _._..t:C'e'......._•.y •l_. ,: ryw..+..,.. _.__....r..':y.R: fir+. -: - _... w , .._. _._.,..r.. ..r ,..., ..... _ , . , .:, ,_ -_ {. v..:..- ;- ... -_. - -.- , , ..:.,:s -.... .. ....:...... . ....:. ,.. -. , ._:....:: ..::. .. r >:.::...... _ .- CERUSED OAK r1� ti e. :� - - _.r -.. ,...:...., .. ._r =� . . .. ... ..._.,.... _...._ ra. -, -. .... , -.. _ ...,.r -e - ..._rr,- ..._.... ,. -_- w . ,_.`.s:.x:.._. t..- .,,....... ,._....r.. a .,.ter• -' = -- .. _ ;_ ,-. __`t. -.. .,k r'2:- ..••- :rte -:• _ °.• u'r-:' _7 C . 1 ABFC50017 L SHEET PLAN VIEW A5.1C r G SALES #12 TO STAIR #2 FINISH TRANSITION DETAILS SCALE: 1 1/'2 ICI -0' 1 H PORCH CEILING TRANSITION DETAIL SCALE: 1 1/2 I C 1 I -O' "' J TYP. SALES 1 -4 WALL /CEILING TRANSITION SCALE: 3 I C 1 I -0' :4 , _ I _ CONCEPT 5 L - - .,: s ' ON -SALES G.8 F.9 F.6 m P ( ' 1 ' tl f .:/ ,� �g ' �.� 8 PERSONS � ...� yam,. �.. � �. 3 ,,4,, n ,� "k 2'.:,^"Sr+��''` / '� `»r $v.�u5 ....... .. ... ..... .. ...... .. .. .. ............, . .. ... -... _................ .... ............... - W ILI co _ M _ M _ M M i r +x..; — I I I = I I I -� r I I ii%ii 1 1 MATCH LINE I/ i i 1 — I — I — I — I f — I�I T — I — I ' — I -' Ilf ����, , f — ii - f hI — I ' I —I • • ti ►. • to ,4 I - �,, i I I I i /, �l I I I // I I I i I I / / 3 j / � 1 11 1 / \ / / / i i „ I _ (r / �,. i 1 — uI� . _ / / / /,� " SALES 45 i 343 SQ. FE // / _t u ; / % I, 34 PERSONS ; • ■ d ■ ► ; SALES 48 _ - I , I I ` i I 1 1 -, i w / /iiii/i r ' ..:. ' \ _ 1 0 - 0 , 141 SQ. FEET / I , I — - _ p cz < 0 SALES 49 0 SALES #12C %/ I I SALES #7 ; / 5 PERSONS ” 471 S Q . FEET „ /l ►. 423 SQ. FEET 223 SQ. FEET - — – / , , f � 1 � I I I 8 PERSONS I 1 4 PERSONS 8 PERSONS ; - - -- 3' -5" 3' -5" 3' -5" /. / ' ' /ff / / /fff. � . L A / / / // , ��� ��/ / ffff % _ % ; % 1 /��������% I �JiiiJii % ! — — I �� F.O. H i /'1�� \ / ` %` \ SALES #B I I i I " i i • I / I - _ . /. . I I I , , , f ...... '� �......... • . . . i /•,, , /,J,,,II /III /I / „J,,, I I I I I, , , r /�/ % r l • / ' / /! :; / • -, % i �� _ � � �� _ _� �i ' +� ` - I!! . -. •r � ' / ill, . '°° % / ��JJi�JJJJJIJJJJJJJIJ /JlJ1 %!J!!/ %JIJJ/ / / / / / /I / / / / /J / / / / /I /I /I / / //� ' llli�illl ?- — — — — /4 .4 • — — - -- \ \u , ��� -- — J In - . -- . ' 'l• . 'REVISION DIRECTIVE KEY' B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE I i i /II/II,II/ III /III / /I / / /III /I / /II /I •r : /I / /II / / CLEAR i :' ► 0 w CO a a l i t �1V2 1� I I _ - -� 4 a 0 I ► � n 7. I n t/l } 6 -,s " 1 I I 1 SALES #'10 I 3 3 I II V STO OP 81 81 SQ. FEET I .,� P OR CH I I � f 9- < 2kV57D SALES #12B 3 848 SQ. FEET SOS SQ. FEET III ” VESTIBULE 462 SQ. EET 2 8 PERS 3 PERSONS \ _ 10 PERSONS 121 SQ. FEET \ 18 PERSONS 4 PERSONS 3 11 ,, / / /I „ / /, /, /,; ��,,= ` r -6 1 I I Ns :SNOISIA3N BLDNG DEPT 11-21-071 .y r f: z �! / / i r o I ,n II I ' CLEAR r / � i CLEAR c -'� /�,,,,u. /,, i. e, 0 = Ld f iii� / I I j / % / i • ; • � • /. I I I I _I I I I _ � I / I „0-,81 � i i % • % % i i i / l r M r . / / /.:- -. % 31_511 ■ r� � �� S - 0 3/ 4” % i / I / III I ii %% J, % // �� I� ir / I I I / CLEAR Q CLEAR CLEAR / p / III I / / i / I 1 / - 1 �JJ _ f / / // ; � !!! /IJJ� ; , H I - O ► — / CO ' \ / / - I - CLEAR I ISSUE DATE: PERMIT DATE: 9/15/071 LANDLORD DATE: 9/14/07I BID DATE: 9H6/07I Ititte MASTERS 7-27-2007 I III dWVN „0 - Fi rZ / / ► � ■ ► . I �� �� ' • • • .... t J A I SALES #12A 453 SQ. FEET o % fg ro k f - — s \ I -_- _ _ r / / /! / J /J /!� — SALES 44 4 i SALES 43 SALES #2 I I I SALES #1 — 263 SQ. FEET 14 PERSONS I — 4 417 SQ. FEET O 484 SQ. FEET a ^ u I I 335 SQ. FEET _ 9 PERSONS a — 14 PERSONS 16 PERSONS ' ' — u PERSONS I I, I I II 3E v 4 . a LAN CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I xxx :NH3 I u 3 -7 1/2 % / /, //J '- ,, J L `f_rii i — !! /!. I / 110 Q _ r _ I _ I � � � CLEAR H IH I — — 31_C:111 - /,i z i ► p _ � � I — ' I,,,I,J _. PM L1ANCE I � �� D EC fr / DRAWN: wNM f / / I I .. 1,-- / I / / i , i I I I / / / / i � I I �,,, /I // , i �L L H1 _ LL1 _ L' / / / / / / I I I i ' � / I � i I I I I f I I I I � � _� C Of Tukwila — I co r cd a I- W Co LU z J 2 i_ a 2 I I w EGRESS PLAN daM =YVbIJ DO 7........ 50/ DSGNR: MB SCALE:As NOTED LIFE SAFETY WALL LEGEND GENERAL NOTES LIFE SAFETY SYMBOL LEGEND ..- w. INTERIOR PARTITIONS I. A 44" CLEAR EGRESS AISLE SHALL BE PROVIDED AND MAINTAINED THROUGH ALL ROOMS TO EXIT DOORS. 2. G.C. TO PROVIDE 4 INSTALL FIRE EXTINGUISHERS FOR STORE OPERATION AS REQUIRED BY FIRE WALL MOUNTED FIRE EXTINGUISHER U SALES AREA EMERGENCY LIGHT t,Ntt,,,,,, .--. SOUND ATTENUATION WALL - 3 5B' METAL STUDS @ 16' O.C. (MAX) — G.C. I I — EXISTING INTERIOR PARTITION - G.C. TO PATCH AND SHALL PROVIDE AND INSTALL 5/8" GYP. BOARD FROM FLOOR TIGHT TO DECK R I A AC CCEPT NEW N°"� CONDITION "ON SEALED AT BOTTOM AND TOP TRACKS L WITH A NON- HARDENING PERMANENTLY E RESILIENT CAULKING (SUCH AS BUTYL RUBBER BASE COMPOUND). 6729 REGIST , D f ..' >~ r' i fi:' ': ` i r..it1F4' STA . =' Hid - r A — NEW INTERIOR PARTITION TO 6' (MIN.) ABOVE FINISHED 'OWENS CEILING- 3 5/8" METAL STUDS @ 16 O.C. (MAX.) WITH G.C. SHALL PROVIDE AND INSTALL CORNING' 4' SOUND ATTENUATION 5/8" TYPE 'x' GYPSUM BOARD. PROVIDE GYP SD ONE FIRE BATT/MINERAL WOOL INSULATION AT THE PERIMETER WALLS TO DECK STUDS - BUTT OR BOTH SIDES AS REQUIRED. NOTE: WALLS r0 ABOVE FRICTION FIT BATT INSULATION BETWEEN METAL B SUPPORT NON -5ALE5 PARTITION STANDARDS ARE TO INSULATION W L END S AND�EDGES CLOSE TOGETHER AND FILL ALL VOIDS RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS OTHERWISE). PROVIDE DIAGONAL GRACING AT DEMISING WALLS r SALES AREA EXIT LIGHT DEPARTMENT INSPECTOR. AT A MINIMUM, PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT cry C�' TUKWILA NOV 8 � ;r 7 LESS THAN 2 -A OR 2- A/IOBC WITHIN 76' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING B CONTRACTOR DURING CONSTRUCTION. NON -SALES AREA T EXIT /EMERGENCY LIGHT PEtiAU71T CENTER " NON -SALES AREA EMERGENCY LIGHT NOTE: REFER TO ELECTRICAL DRAWINGS FOR FIXTURE SPECIFICATIONS Ae 0 48u 0. REFER TO DETAIL AND E/A0.5 -C. I I — EXISTING DEMISING WALL - 6" METAL STUDS FROM FINISHED FLOOR TO DECK 'X' _ ABOVE BY LANDLORD. G.C. TO PROVIDE AND INSTALL 5/8' TYPE GYPSUM NEW HEIGHT BOARD FROM FINISHED FLOOR TO 6' BELOW DECK ABOVE (TENANT SIDE ONLY) STUDS @ 16 "6" O.C. TO TERMINATE I r03PLATFORM ON COMMON TENANT DEMISING WALLS AND TIGHT TO DECK ABOVE CM DEMISING DECK ABOVE WITH (1) LAYER 5/8' TYPE 'X' GYP BD WALLS ADJACENT TO MALL SERVICE CORRIDORS EACH 5IDE BY G.C. REFER TO DETAIL K/A13.2 — NEW DEMISING WALL BY G.C. 3 5/ 8' METAL STUDS @ I6' 0/C WITH (I) LAYER 'X' 5/8" TYPE GYPSUM BOARD EACH 5IDE; TIGHT TO DECK ABOVE TO CREATE gigilkoZ+Z — NEW FULL HEIGHT INTERIOR PARTITION (TO DECK A (I) HOUR RATED ASSEMBLY PER U.L. DESIGN U465. SEE DETAIL K/AO$ ABOVE)- 3 5/8' METAL 5rUD5 @ 10 O.C. (MAX.) WITH IN -WALL BLOCKING NOTES 5/8" TYPE 'X' GYPSUM BOARD. PROVIDE GYP SD ONE • ALL 'IN -WALL' WOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT) AND BEAR THE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO MANUFACTURER'S STAMP OF VERIFICATION. WHERE LOCAL CODES DO NOT ALLOW FRT WOOD SUPPORT NON -5ALE5 PARTITION STANDARDS ARE TO BLOCKING IN WALL CAVITIES, G.G. TO USE 16 ga. SHEET METAL OR CODE APPROVED RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS ALTERNATE BLOCKING MATERIALS. NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT • G.C. IS RESPONSIBLE FOR INSTALLATION OF BLOCKING FOR ALL WALL -HUNG ITEMS 48' O.C. REFER TO DETAIL AND D /A0.5 IN THE STORE, INCLUDING AT TOP OF MARKETING IMAGE FOCALS. G.C. SHALL REVIEW PRESENTATION ITEM DETAILS OF THIS SET TO INSURE ALL ITEMS ARE PROVIDED WI114 rfA, — NEW (1) HOUR FIRE PROTECTED WALL - 3 5/8' METAL ADEQUATE IN -WALL BLOCKING. a s F c 50 0 7 SHEET ■ STUD @ 16" O.G. WITH (1) LAYER 5/8' TYPE 'X' GYP • 11 AND / PLYWOOD BLOCKING ABOVE CEILING OR BELOW RATED SUBSTRATE OF BOARD EACH SIDE TIGHT TO RATED CEILING PER DESIGN U465. REFER TO DETAIL C /A0.5 PLATFORM FLOOR IS NOT PERMITTEP. ALL BLOCKING SHALL BE NON - COMBUSTIBLE. • NOTE: USE OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE PERMITTED. LIFE SAFETY WALL LEGEND INTERIOR PARTITIONS I —. EXISTING INTERIOR PARTITION - G.G. TO PATCH AND REPAIR EXISTING WALLS TO 'LIKE NEW' CONDITION AS REQUIRED TO ACCEPT NEW FINISH — NEW INTERIOR PARTITION TO 6' (MIN.) ABOVE FINISHED CEILING- 3 5/8' METAL STUDS @ 16 O.C. (MAX.) W1T14 5/8 TYPE 'X' GYPSUM HOARD. PROVIDE GYP BD ONE OR BOW SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48' O.C. REFER TO DETAIL AND E/AO.5 — N134 PARTIAL -HEIGHT INTERIOR PARTITION - 3 5/8' METAL STUDS @ W O.G. TO TERMINATE INTO PLATFORM DECK ABOVE WITH (I) LAYER 5/6' TYPE 'X' GYP BD EACH SIDE BY G.C. REFER TO DETAIL K/A13.2 - NEW FULL HEIGHT INTERIOR PARTITION (TO DECK ABOVE)- 3 5B" METAL STUDS @ 16' O.G. (MAX.) WITH 5/8 TYPE 'X' GYPSUM BOARD. PROVIDE GYP BD ONE OR BOTH SIDES AS REQUIRED. NOTE: WALLS TO SUPPORT NON -SALES PARTITION STANDARDS ARE TO RECEIVE 18 GA. METAL STUDS (TYPICAL UNLESS NOTED OTHERWISE). PROVIDE DIAGONAL BRACING AT 48' O.C. REFER TO DETAIL AND D /A0.5 — NEW (1) HOUR FIRE PROTECTED WALL - 3 5/8' METAL STUDS @ 16' O.G. WITH (I) LAYER 5/8' TYPE 'X' GYP BOARD EACH SIDE TIGHT TO RATED CE ILING PER DESIGN U465. REFER TO DETAIL C/A0.5 Mi DEMISING WALLS I SOUND ATTENUATION WALL - 3 5/8' METAL STUDS @ 16 O.C. (MAX) - G.G. SHALL PROVIDE AND INSTALL 5/B" GYP. BOARD FROM FLOOR TIGHT TO DECK ABOVE, TAPE JOINTS AS NEEDED TO ELIMINATE ALL HOLES_ WALLS SHALL BE SEALED AT BOTTOM AND TOP TRACKS WITH NON - I- IARDENING PERMANENTLY RESILIENT CAULKING (SUCH AS BUTYL RUBBER BASE COMPOUND). G.C. SHALL PROVIDE AND INSTALL 'OPENS CORNING' 4' SOUND ATTENUATION FIRE BATT/MINERAL WOOL INSULATION AT THE PERIMETER WALLS TO DECK ABOVE. FRICTION FIT BATT INSULATION BETWEEN METAL STUDS - BUTT INSULATION WITH ENDS AND EDGES CLOSE TOGETHER AND FILL ALL VOIDS WITH ADDITIONAL INSULATION. EXISTING DEMISING WALL - 6' METAL STUDS FROM FINISHED FLOOR TO DECK ABOVE BY LANDLORD. G.C. TO PROVIDE AND INSTALL we TYPE ° X' GYPSUM BOARD FROM FINISHED FLOOR TO 6" BELOW DECK ABOVE (TENANT SIDE ONLY) ON COMMON TENANT DEMISING WALLS AND TIGHT TO DECK ABOVE ON DEMISING WALLS ADJACENT TO MALL SERVICE CORRIDORS NEW DEMISING WALL BY G.C.- 3 5/8 METAL STUDS @ 16 0/G WITH (I) LAYER 5/8 TYPE 'X' GYPSUM BOARD EACH SIDE; TIGHT TO DECK ABOVE TO CREATE A (I) HOUR RATED ASSEMBLY PER U.L. DESIGN U465. SEE DETAIL WAD .5 IN -WALL BLOCKING NOTES • ALL "IN -WALL WOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT) AND BEAR THE MANUFACTURER'S STAMP OF VERIFICATION. WHERE LOCAL CODES DO NOT ALLOW FRT HOOD BLOCKING IN WALL CAVITIES, G.G. TO USE 16 ga. SHEET METAL OR CODE APPROVED ALTERNATE BLOCKING MATERIALS. • G.C. IS RESPONSIBLE FOR INSTALLATION OF IN -WALL BLOCKING FOR ALL WALL -HUNG ITEMS IN THE STORE, INCLJJDING AT TOP OF MARKETING IMAGE FOCALS. G.G. SHALL REVIEW PRESENTATION ITEM DETAILS OF THIS SET TO INSURE ALL ITEMS ARE PROVIDED WITH ADEQUATE IN -WALL BLOCKING. IEEE! • WOOD AND / OR PLYWOOD BLOCKING ABOVE CEILING, OR BELOW RATED SUBSTRATE OF PLATFORM FLOOR IS NOT PERMITTED. ALL BLOCKING SHALL BE NON - COMBUSTIBLE. • NOTE: USE OF COMBUSTIBLE MATERIALS ABOVE CEILING SHALL NOT BE PERMITTED. GENERAL NOTES 1. A 44 CLEAR EGRESS AISLE SHALL BE PROVIDED AND MAINTAINED T1- IROUGN ALL ROOMS TO EXIT DOORS. 2. G.C. TO PROVIDE 4 INSTALL FIRE EXTINGUISI -IERS FOR STORE OPERATION AS REQUIRED BY FIRE DEPARTMENT INSPECTOR. AT A MINIMUM, PROVIDE A PORTABLE FIRE EXTINGUISHER WITN A RATING OF NOT LESS T1-IAN 2 —A OR 2— A/105C 75' TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING BY CONTRACTOR DURING CONSTRUCTION. t LIFE SAFETY SYMBOL LEGEND FE WALL MOUNTED FIRE EXTINGUISHER c, SALES AREA EMERGENCY LIGHT SALES AREA EXIT LIGHT r NON -SALES AREA EXIT /EMERGENCY LIGHT vIEMIp NON -SALES AREA EMERGENCY LIGHT NOTE: REFER TO ELECTRICAL DRAWINGS FOR FIXTURE SPECIFICATIONS iii i�i�i i i�i�i iii i i i�►i�i i�iri�i�►i ��i ��►i i i4 i . An. .. �iG�Ji�.��..:}r}i.Tw�.:�i�i�i i i a iii i�i�i iii ii�i+►i +i wti w i �L �6 �L . . imif .2rAmTwTotiv, AirAtm timmot oiltamww i O --- _ 1:14 ' magi I ■ 1 = = = = =mr. - _. - _. 7. 7-._4=4:.7. 7 474 - -4=4:47 . _. -._. 74 -.- 4=4=4=4:.:.:.: - • 411 SO. FEET 14 PERSONS 8 PERSONS 255 SO. FEET 9 PERSONS CLEAR SALES *12C 14 PERSONS CLEAR SALES *12B 482 SO. FEET 16 PERSONS SALES 412A CLEAR UP 1:12 911 SO. FEET 3 PERSONS L-� H 0 07-,3b) W < J to ✓ w • W 2 co EGRESS PLAN 1/4” = 1' -0" MATCH LINE SHEET A6.1A I REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDIN DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 FEI-IibelT CENTER 0 U) co W W a m CC W CC z a LU CL 0 C° W � CO o CO0a J l a W J Wu.o 0I--C O v) W C) co CO ■ t z U) I tit J U U) ABFC50017 SHEET A6.16 [CEPT 5 w _ H - 10 IM 0 G.8 F.9 F.6 MATCH LINE SHEET A6.2B , ,, i ce ( /j (, 1 L - - J M M M � • s e fi F k! /J S / / / /! / /., e ���� I ...................... ....................1.1,....,,1 S fI, /' / I -3 I I \' 'I 'IV�fi . ,... / ...................................,......,....•......... g /1 �f .........,.•.•.,......,........ / / g i I� '1 ••,.... ••......•..•..•.....••••;:,::. 5�':::':' s::: ::, �:::, �:; rr:: s::::::::�:::;s:;::: ::: :s�::.., ................. . ..... �i r IS [ I3 9 % g / 1� � g C i gI • 11 I I I .3p:.m..ra. . ..... . SCg� r / [�i ��I� '1 ll ,, / 1 1 I, , / ✓ � / \ a, ' - - / % /JJ 1 � � 03 I co I —419 DC1 ¢i% SALES 471 SQ FT. p SALES #7 223 SO. FT. I � I % . A. �aa / /J /!/ L I � I r �4 • lo :; I 4 % t /i / //f ± SALES #5 343 SO. FT. - — i r/ / / f SALES #6 / 213 SQ. FT. �� % i i SALES *8 141 SQ FT. / J ,I j �I / /J / /// v 14i L . R i ce . OA f .! I I i /l. V �� . / , - �!_ , � ► 1 - �. ■ � . I - I — I 0 /, v A . $ ; , ; % / _� �liiiJJifi /iiJ J riiiii r / i /iiri i I 1 1 1 REVISION DIRECTIVE KEY' B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE f� / I 0 , I / /r� ' / \ l' \ , rrrrrrrrr err / 'Kr e. .e, ►t I I DC1 I i I C I I I , I I - - -� l e-ebs I 1 1 I, I le , ; i / ' t �. ■ ■ ► blip ppp,. I DC1 / / / / /!// /, ., \ '� 8 St \ / \ I. / G , S�C3 -�2 OC3- / _ % CO I :I v , I — _ I I I W I e-gosl I rJJJ 1 , I l l\ I I, / j r / / / / ^P � 1 .. I � Q I SCv-v7 , / �,, {l� I I, 4 \ / �' IS� -11 / // ,, 0 I SCV-� I / �, i! / / / / / / / / / / / / / / / / / / // % , � , � M1 '` -'- AI r lj — - ,I , j l % r , , ,% , SC4 -- / / • SC4 , ¢, /rI AT/ 1\/////_� I,; / i , l l, , / i ! I I _ ;. I DISPLAY #1 73 SQ. FT. h,,,.. r / / / / / / / /J / / / / /JJJ / / / /J // -- !�IJ�IJ.._� _� -- �!ff!/G. ,_I_ ,.� / / //I - -- % " /! ��/ :I I I CLOSET I 48 SQ. FT. L _ _ _ _ i 1 I ' pp , �!� / / /fr , REVISIONS: I A BLDNG DEPT 11- 21 -07I 1 1 1 ''�.,,,,, '' '% • / / / /J/ / / ///I /. _ — /rr /r r� i , VESTIBULE 121 SQ, FT. i ,t ►i �. 1. I r a� STA S R . 2 62 FT. SALES #10 848 SQ. FT. I 1 I 1 I / _ f ST • - *1 I 149 '- 0. FT. I STOOP 81 SQ. FT. \ PORCH 303 SQ. FT. ISSUE DATE: PERMIT DATE: 9/15/071 LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 I ; /rJrr, % I 1 0 v / I / // // / //// / / / / / / / / / / / / / / / / / / / /OJ / / / / / / //j (RAMP %� I / ► - , / % / . i i�� / -- , M d!;!,I �rrrrrrrd i / \ l ® I SCII -3 , //, % rr7 /J rrrrrr/ Y r ......... , -. l ��- %I I / / �i r - CO � I I r j / r / / T ; / / / / / / / / / / / / / / / / / / / / / / / / // — — — — - • / /JAI• �..� . �jJ// !! / / / /! / / / / / / / / / / / / / / / /r / / / / /�' SC4 — ' -// /% _ - rrrJ /rrrrr i I� / , , , ; 7 , I / i / / I / - ....� - - ; / / rr rr % / f •, ry / r Vii• �� / _. _ r _ ► I , % % I ► ! -I E) -- �~J � ' % Sri -- / i % / /i / / //i • . Ai I / DC1 irr. I I / % % % /„. - _ ,0 ,4 j ' I /r! / / • r /ii /iiii , - ' i DISPLAY *2 I I LAN CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 CHK: SD riiiii/ P' % / /I tO I L % / vr 67 SQ. FT. DC1 ao --- SALES *4 417 SQ, FT. - - j DC1 g ' / a r / I J L , 1 DRAWN: WW1 I e -i.bs I I I � Er LO , i - - zli ¢ SALES 464 . FT. SQ Q i SALES # 263 T, . I L ; C1 I V/ , 1 I, j SALES 3. FT. Q _rid _ I, 1 • 4 ' 4 J RED CODE COMPLIANCE DC1 ► : , 4 1 J I % I ZE 1 1 I elos J APPS I DEC 2 8 2001 City O f Tukwila 8UILDjj DIVISION 1 v — TION PLAN s % a._ ..� : :... - �rrr dQM = yV�llj • zi-LOS . I I I I I I I ( ; 1 I : I -Ibe I i € r I 1 _ I . ' %rrrJrA) , SF RAMP / /J /J / / / / / / / / / / / / / / / /rr / /Jr /r //, r % v / 129 S Q. FT. T . _ _ j / / / /// PR _SENT =3 ,rrr rri / / I - - -- SC1 -12 _ SC1-12 _ iiiiiiiii - - -- vz / _ - -- / — - - I sch-3 I I sd1-s I i 4 I SCh-3 81C1 -i2 /. /, II SC1-12 % I sd1 -31 A I. i sch-3 � sd1 -1� /, 1. % A I8d1 -1 /. ► DSGNR: MB �• . 3 , f�y� '. 'h .: :�.- =� ... ..axe .. .S?,a...�` ....�mL9.� • �': �C >�tL�d"� _ _ - ................................................ ............................... ... ..................... J. i _ ................. ............................... - - -- i 2 V H a 2 CO ) 07 .......#55 1 a LO W N I SCALE:As NOTED 6729 REGIsTEREU c ply _ DM W OM OM ' VAT L 1 � '' SQUARE FOOTAGE TOTALS PRESENTATION KEYED NOTES A r-r..1 -1. ..--,.. '+. _ GROSS AREA ■ 9,1x10 SQ. FT. SALES AREA • 7,546 SQ. FT. 76% NON -SALES AREA ■ 3,818 SQ. FT. PORCH, STAIR, AND STOOP ■ 384 SQ. FT. VESTIBULE • 121 5Q. FT. SALES ROOMS 1 THR1 12 • 5,056 SQ. FT. FITTING ROOM AND ALCOVE - 873 SQ. FT. CA-514R021 SQ. FT. DISPLAY WINDOWS S • 14 • 146 SQ. FT. STAIR 51 AND STAIR 82 AND SALES RAMPS • 555 SQ. FT. TOTAL NON -SALES • 2,344 SQ. FT. 24% BESIDE PORION S STOREFRONT - 210 SQ. FT. 3% 5TOCK/CIR/LAVS • 621 5Q. FT. 6% STOCKROOM - 1,433 W. FT. 15% ■ Il I/ LLI 0 1 G.C. SMALL PROVIDE IN -WALL NON - COMBUSTIBLE BLOCKING Fc TY OF TUKWI� INSTALLATION OF BRANDED GRAPHIC ELEMENTS AT THIS LOCATI I� o Li. ,I PLII/!IT CENTER A B F C 5 0 017 SHEET A• SQUARE FOOTAGE TOTALS GROSS AREA - S 8I ES AREA • NON -SALES AREA PORCH, STAIR, AND STOOP - VESTIBULE - SAI.ES ROOMS 1 114RU 12 - FITTING ROOM AND ALCOVE - CASNROOM - DISPL.Ar WINDVws - STAIR *I AND STAIR #2 AND SALES RAMPS - TOTAL NON -SALES - BESIDE PORCN tt STOREFRONT - STOCK/CIR/LAVS - 5TOC KR00h1 • 9,ago SQ. FT. 7,546 SQ. FT. 76% 3,818 SQ. FT. 384 SQ. Fr. 121 SQ. FT. 5,056 SG1. FT. 873 SQ. FT. 411 SQ. FT. 146 SQ. FT. 555 5Q. FT. 2,344 SQ. FT. 24% 270 SQ. FT. 3% 621 SQ. FT. 6% 1,433 SQ. FT. 15% PRESENTATION KEYED NOTES � j G.G. SHALL PROVIDE IN -WALL NON- COMDUSTIBL.E BLOCKING FOR INSTALLATION OF 5RANDED GRAPHIC ELEMENTS AT THIS LOCATION 11 n H 3b) 6r �������, IY /fez ..J - ! .. - i i f i i i f i i i i 1 i 1 •..? • i' r.:. r i r.+ T+ r:. w i r.:.: w, w w w 7. i w i w i r� 7 i 7 i i 7 a i i i � i i i i 7 i 7 7 i FIT ROOM #4 FIT ROOM *5 FIT ROOM *6 1 ►44����_ ----7474 - -J_4�� Mr-6569 � • CLOSET / FIT ROOM *1 1 � CLOSET FIT ROOM *8 Arie r �T���������� i claw 31S IiIL j FwARe in w z J U a !2 1 MATCH LINE REVIEWEL EO`R CODE COMPLIA APPROVED DEC 2 8 2007 City Of Tukwila BUI -.: IN . DIVISION • PRESENTATION PLAN 1/4" = 1' -0" Sri RECEIVED CITY OF TUKWILA NOV 2 8 C' :'7 PtI- IIVIIT CENTER W W W 7 V W cc O 0 co W O z a J a z 0 1- a 1- Z W u) W 6729 r r a W H CC z a UJaC° =W� co O co W a I- ° LL W J W LL I_ VI U) i_ Z a 0 W 0 co co iiStGttler Y.. STATE OF REGISTERED A�HI ABFC50017 SHEET MOE A6.2B N z .1; WALL DEVICES KEY ® OUTLET o VOICE/DATA e PHONE JACK ® THERMOSTAT HORN / STROBE -. ® PULL STATION [] FIREPLACE ACCESS PANEL • WALL- MOUNTED SPEAKER * REFER TO SHEET ELI AND E1.2 FOR SPECIFIC MOUNTING DIMENSIONS REVIEWED FOR CODE C OMPLIANCE AP ROVED DEC 2 8 2007 City f Tukwila BUILD' 4G DIVISION * NOTE: ALL CERUSED OAK PANELS IN FITTING ROOM ALCOVE TO BE INSTALLED WITH GRAIN RUNNING HORIZONTALLY PREF. MATCH TYP. MALL WALLBASE I PREF. f l P III M -1 I I PREF. I PREF. I GERUSED CERUSED DOOR CERUSED CERUSED OAK OAK CLADDING OAK OAK WALLBASE DOOR PANEL WALLBASE DRESSING ROOM ALCOVE SALES #5 CABINETS CERUSED CERUSED CERUSED OAK OAK OAK CROWN TRIM PANEL STOREFRONT SF RAMP DARK OAK WALLS WALL TRIM CASING CROWN I P -35 P -3B II P-_313 I CABINET SIDES P -12 CERUSED CERUSED CERUSED OAK OAK LIGHT OAK CASING PANELS COVE CROWN I PREF. II I PREF. BEYOND PREF. I P -12 I SALES #5 CABINETS P -1 WALLBASE SALES #5 I1 PREF. CERUSED OAK TRIM CASHROOM SALES #5 I P -6A CERUSED OAK CABINET II PREF. I II P -3B I WALLBASE I P -SA \ / \ / OPEN TO VESTBULE (PT -S5) / \ / \ / \ / \ l PREF. P -8 0 W ALLBASE LANDING I PREF. I CERUSED OAK WALLBASE CROWN SF-4 WALLBASE I P-3D CAB. TRIM SF -5 PREF. I CERUSED OAK PANEL SALES *1 SALES *6 DARK OAK FRENCH DOORS • • •NoN— FRAh1ED GRA i iiC . BY OWNER II II II II II CROWN I I P _38 I PR EF. I PREF. DARK DARK OAK OAK WALLBASE WALLBASE VESTIBULE SIDE LITES TBD a I PREF. I M -1 DARK OAK CASING PREF. I I SF-3 I I I PREF. E CERUSED OAK CASING PREF. I \ \, SALES #12A WALLS WALLS AND AND WALL TRIM BATTENS CLNG. TRIM WALL TRIM BATTENS I - I P-2 I I I P - 1 I I P _4A I I I P -2 P -2 I[ P - I II P -2 I II P -2 . 1 II P -2A I II P -2 II P - II P -2A I I P -2 II P -4 It P -2 SALES *1 CAB. TRIM WALLBASE CAB. TRIM SALES 1$2 WALLBASE SALES #3 WALLBASE CABINETS CABINETS CABINETS I PREF' I rvaarararar era aa,r=11=Ma n, rIr =r =rMILIM ararr• rmsmir_re,ra,raaaae niiftir ■r■rra,ra,■ra,ra,ra,ra,rm DARK OAK CROWN II PREF. I 1❑ N � OPNG -3 / / \ PREFAB. CERUSED C.OAK/MIRROR OAK ENDPANEL CROWN ■ F. - - I r<lat,r =EWE -- -- ■Ittl• EIM rar- I- I - r- rarr -r • r =1MIMr.Ir =rM 1.11■1u111 .11111 I PREF. I M -1 \ ,\ J 5.1 0 CLNG. TRIM II P -4A SALES *2 WALLS AND CASING CROWN TRIM 1±315 II P -38 I I P -35 III P--38 I P -38 II PREF. III P -5 I I P -12 I WALLBASE DARK RAILING SALES #7 OAK CABINETS RAIL CAP SALES *7 PREFAB CERUSED CERUSE$CCM OAK CABIN!EL FILLER PANEL 1 PREF. II I P -38 I WALLBASE TBD I PREF. PREF. I CERUSED OAK DRAWERS SALES *12C DARK OAK WALL TRIM PREF. I II P -2 II PREF. I II PREF. II PREF. 1 I PREF. DARK DARK DARK DARK OAK OAK OAK OAK DOORS WALLBASE WALLBASE PANEL TRIM P--2 WALL TRIM II P -2 I CROWN P -38 I SALES *8 PREF. I P - 2 I WALLBASE SALES *1 II P -2 WALLBASE P -2 CLNG. TRIM P -4A II P -2 WALLS AND BATTENS CLNG. TRIM P -2 II P -4A I II P--2 I I P -12 SALES #8 WALLBASE CABINETS P -3B J 5.1 II PREF. II P -5 I It P -2 I P -4 I P -2 DARK RAILING CAB. TRIM SALES 4t4 WALLBASE OAK CABINETS RAIL CAP SALES *4 SALES *3 IP 1 CLNG. TRIM II P -4A 1 1 WALLS AND CASING BATTENS P -2 OPNG -2 WALL TRIM P -2 CAB. TRIM 11 P -313 I P -3D I II P -12 PREF I WALLBASE WALLBASE SALES WI CERUSED CABINETS OAK WALLBASE iaaa1ararara■ e,raaaras,rar as=st ■murrrrrur•aawire,rs ■Ems I P -2 11 P -4 I CAB. TRIM SALES #1 CABINETS SALES #3 CABINETS P -4 II PREF. II P -5 DARK RAILING OAK RAIL CAP SALES *9 P-.35 SALES #9 WALL TRIM P -2 TRIM P -2 P -2A J II P -2 I WALLBASE WALLS AND WALL TRIM BATTENS f I I P -2 II P -2 I II P -12 SALES # CABINETS CAB. TRIM II P -2 1 I P -2 CAB. TRIM WALLBASE CABINETS SALES ##4 CLNG. TRIM I P 74 I P -4A I CROWN II P -3B I n SALES *4 I P -38 I WALLBASE 11rrr�I rrrrrlrrrr_ 1r1rr1rr■ 11111111111111111111r1111111rrrr11 .ar11r1rr11rrr11rg1111111111111 ■11111 ter• �� SALES #1 CABINETS n P -3B WALL TRIM II P -3B I P -38 1 WALLBASE WALLBASE IL P -4 I PREF. II P -5 I I SALES #3 DARK RAILING CABINETS OAK RAIL CAP SALES #3 I I P -2 I CAB. TRIM CERUSED PREFAB. OAK C.OAK/MIRROR CROWN ENDPANEL WALLS CABINET CLNG. AND SIDES WALL TRIM TRIM BATTENS CASING II l' I II P -2 II P 4A II P -2 I I P -2 SALES #8 P -2 WALLBASE SALES #1 CLNG. TRIM CASING I I P -4A I I r P -2 I PREF. I OPNG -1 i / \ WALLS AND BATTENS 1I P -2 \ / \ / OPEN TO SALES 2 (PT -S2) / \ / \ / \ - ir , i I. I=mil SIDE LITE P -38 I 1I P -12 II P -38 SALES #8 WALLBASE CABINETS P -2A 1 WALLS AND WALL TRIM BATTENS CLNG. TRIM P-2 I P -2 1 11 P -4A I II P -2A PREFAB. CERUSED C.OAK/MIRROR OAK ACCESS ENDPANEL CROWN PANEL 0 I P -38 I] WALLBASE I P -2 [I P -4 j II P -2 I I P -2 [I PREF. I I P -2 II P -4 WALLBASE SALES #2 CAB. TRIM WALLBASE DARK OAK CAB. TRIM SALES #1 CABINETS CASING CABINETS I PREF. 1 1 M -1 I CERUSED OAK FRENCH CASING DOORS TRIM SALES #12C DARK OAK PLANKS I PREF. I SALES *2 \ I \ IL -1 SALES #7 PREF. / I CERUSED OAK WALLBASE CROWN WALLS SF - 4 P -3B I II P -3B I P -315 I P -12 II P -3B I WALLBASE SALES 0;7 WALLBASE CABINETS DARK OAK CASING II TBD OPEN TO LIVING ROOM (PT -LRI II PREF. I I PREF. I P -5 DARK OAK DARK RAILING PANEL OAK WALLBASE / \ ■ PREF. I I CERUSED OAK PANEL VESTIBULE DARK OAK CROWN PREF. WALLS AND WALL TRIM CLNG. TRIM BATTENS / \ • \ / \ / OPEN TO VESTIBULE (PT -S11 / \ / \ / \ / \ PREFAB CERUSED OAK CABINETS PREF. rrrrr arrrrrrrrrrrrrrr; lrrrrMrrrrrrrrrrrr ,11111111111111r111u1r11111 1 .1111111111111 rrrrrrrrrrrrn rrrlIII I PREF. I CERUSED OAK DRAWERS SALES *12A CROWN SALES #6 DARK OAK PLANKS SALES *1 / \ / \ / \ II P -3B WALLBASE II PR I P -38 II PREF. J 1 PR EF . II P -12 I DARK DARK OAK SALES 4:5 OAK PANEL CABINETS WALLBASE PREFAB. C.OAK/MIRROR ENDPANEL I PREF. I] M - 1 I I PREF. CERUSED OAK CABINET PREF. J I PREF. I CERUSED CERUSED OAK OAK WALLBASE TRIM CASHROOM CROWN P -38 I \ / \ / \ / \ / i OPEN TO STOOP \ / \ / \ I I P -BA I I f P-8 WALLBASE CERUSED CERUSED CERUSED OAK OAK OAK LIGHT CROWN CASING PANELS COVE I PREF. II I PREF. 11 PREF. I I P -6A 0 I M -1 l I P REF � I PREF. I PREF. I I I I DOOR CERUSED CERUSED CERUSED CLADDING OAK OAK OAK DOOR WALLBASE CASING FIT ROOM ALCOVE WALLS CROWN II P -38 I .LION- FRAMED. GRAPHIC BY OWNER • I I P -38 I WALLBASE RAMP SALES #5 CASING II P -3B \ / OPEN TO SALES B (PT -S6) / \ / \ / \ II P -38 I II P -38 WALLBASE CAB. TRIM SALES #5 II I° -8A 1 FEE CERUSED OAK PANEL CERUSED OAK TRIM CROWN P -3B S [ P - ALES #5 CABINETS PORCH CABINET SI DES P -35 I I P -12 CERUSED OAK CROWN I PREF. I VOID SPACE PAINT CABINET DECKS I P -46 II TYPICAL SALES *1 TI-IRU SALES #4 Do7 MATCH TIT. MALL WALLBASE * NOTE: ALL CERUSED OAK PANELS IN FITTING ROOM ALCOVE TO BE INSTALLED WITH GRAIN RUNNING HORIZONTALLY P -1 STOREFRONT BEYOND RECEIVED CITY OF TUKWILA NOV 2 8 20 ;i7 PEIRMI7 CENTER 0 } W a I- re W a_ z 0 a W J W O Oa L H a Ne LLI O. 111 CO In LLI 0 la co La re cn REGISTERED ARCHITECT TE OF 1, WITON 6729 ABFC50017 SHEET A7.1 WALL DEVICES KEY 11rririr111111rrir11r111Iii1111I11I11II1111111111111IIrr111r1Irrrirrlrrrr11rr111r111r r■rrrlrrlr■ M VOICE/DATA Q PHONE JACK ® THERMOSTAT HORN / STROBE E PULL STATION r • WALL - MOUNTED SPEAKER * REFER TO 51-IEET E1.1 AND E1.2 FOR SPECIFIC MOUNTING DIMENSIONS T % / \ \\.\\ .x L „I I I 0, � 0 ,., A 1 \% ,\ / 0 ,, , /0 ,.,._ % ,_, `' ./ f x \, °' , � , . in '' r ����. �ti• I I P w WALL DEVICES KEY ® OUTLET M VOICE/DATA Q PHONE JACK ® THERMOSTAT HORN / STROBE E PULL STATION FIREPLACE ACCESS PANEL • WALL - MOUNTED SPEAKER * REFER TO 51-IEET E1.1 AND E1.2 FOR SPECIFIC MOUNTING DIMENSIONS I CABINET SIDES II P -12 I =-NON- FRAMED. GRAPHIC .. BY OWNER \ / \ / \ / OPEN TO SALES 6 (PT -371 / \ / \ / \ / \ 1- 1- 1 -1 -1 -1 \ / \ / OPEN TO SALES 2 (PT -S3) / \ / \ / \ / \ 1I P -12 II P -3E SALES #7 WALLBASE CABINETS ACCESS PANEL CROWN I P -38 I CERUSED OAK CROWN SALES *7 1 9 � 1111111111111111111111111111111 III11111IIII1111III ■ �V -- .-.- - 11111111111111111111111P4111111111111111111111111r11111111111111111111111111111IIIlIIIIIIIIIIIIIIIrlI 0 0 0 0 0 0 is 11 1111 nrw 1.II01■1 TED PREF. SF -4 PREF. PREF. \ / \ / \ / OPEN TO SALES 9 (PT- S12B) / \ / \ / \ 5F - 4 PREF. \ / \ / \ / \ / \ / OPEN TO LIVING ROOM PREF. PREF. TBD PREF. PREF. \ / \ / \ / OPEN TO SALES 4 (PT -812M / \ / \ / \ SF -4 I PREF. I PREF. I PREF. I TBD CERUSED OAK CERUSED OAK CERUSED OAK FRENCH DRAWERS CASING DRAWERS DOORS CERUSED OAK CABINET I PREF. I PREF. I CERUSED OAK WALLBASE SALES #12C CERUSED OAK CASING PREF. I I PREF. II CERUSED CERUSED OAK OAK TRIM WALLBASE L PREF. II / PREF. 11 MIRROR WALLBASE SURROUND CASHROOM COLUMNS P -7 I P-35 I \ / OPEN TO SALES 12 (� -CW) / \ / \ / \ CERUSED OAK CROWN PORCH CASING WALL TRIM I I P -38 I1 CERUSED PREFAB OAK CERUSED OAK CROWN CABINETS CERUSED OAK PANEL I PREF. 11 1 PREF. SF -4 I SF -2 irr ■■ M �� M.r■. .■,■■ ■■■• .■■■ .miii ■■■• .____- _- -. .■■■ P -5 FC -2 II PREF. I I P -75 II P -7A I [ PREF. II DARK OAK RAILING PILASTER DARK OAK RAIL CAP RAIL CAP P -5 CERUSED OAK CROWN CERUSED OAK CROWN 1 I PR I I PREF. I WALLBASE FITTING ROOMS STOOP FC -3 I P -5 II PREF. I I P -5 DARK OAK RAILING RAIL CAP CERUSED OAK CROWN DRESSING ROOI"i PREF. I I-IANG BAR 'APPLICATION KIOSK' 11' PREF. I MIRROR SURROUND CERUSED OAK CROWN I PREF. 11 SF -4 P -7A I 1 PR EF. CERUSED OAK WALLBASE DARK OAK CASING LIVING ROOM PREF. PREF. SALES *12B CERUSED OAK WALLBASE CERUSED OAK CASING FITTING ROOM I PREF. I I WALLBASE DOORBELL I PREF. II DARK OAK WALLBASE SF -4 111 I PREF. FITTING M -I ROOM BENCH I DOOR CLADDING DARK DARK OAK OAK CROWN CASING I PREF. I I PREF. II SF -3 I / OPEN TO SALES 5 (PT -S5) / \ / / VESTIBULE 5F -4 I P -5 II P -5A I I SF -4 1 CERUSED CERUSED OAK OAK CROWN CASING CERUSED OAK CROWN FRENCH DOORS PREF. I TSD WALLBASE DARK OAK PREF. II I PREF. II P -5 DARK WALLBASE OAK PANEL WALLS AND WALL TRIM CLNG. TRIM BATTENS CASING P -5 II P -4A I P -2 PREFAB CERUSED OAK CABINETS 1 TBD I PREF. FRENCH CERUSED OAK DOORS \ / \ / \ / \ I OPEN TO SALES 12 IPT -FR) I SF -4 PREF. SALES #12B SF -4 SIDE LITE P- STAIR *1 DRAWERS CERUSED OAK LIGHT PANELS COVE 1 M -1 11 DOOR CLADDING DRESSING ROOM ALCOVE II P -2 CAB. TRIM ACCESS PANEL P -6A nr CERUSED OAK CROWN / SF -4 P -2 1■11111■IE1 ui SALES *3 SALES *12A CERUSED OAK WALLBASE I PREF. I I CERUSED OAK WALLBASE I P -2 I WALLBASE SALES #3 CABINETS CERUSED OAK CROWN I PR EF. CERUSED OAK WALLBASE CERUSED OAK CROWN PREF. 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II CERUSED CERUSED OAK DOORS OAK WALLBASE FITTING ROOM DRESSING ROOM ALCOVE I P -5 I P -5 If P -5 I I W OOD CAP WALLBASE FRIEZE/CROWN I SF -4 IIICLNG -311 I P -5 II LIVING ROOM CASING P - 5 I P -5 1 1 P -5 1 1 - PREF. I I I P -5 WOOD CAP DARK OAK RAILING RAIL CAP DARK OAK CEILING II P -2 I WALLBASE SALES #3 I F. I I I P 111 CERUSED CERUSED CERU OA K OAK DRAW C ASING SALES #12A P -5 NON FRAMED. GRAPI -I IC BY OWNER II II II II II ®II P -6A 1 WALL TRIM CASING II P -2 I I -21 SF -4 CERUSED OAK PREF. FEE I II II II II II I \ / \ / \ / OPEN TO SALES 4 IPT -S4A) / \ / \ / \ / \ \ II P -5A / \ / \ / OPEN TO CASHROOM IPT -CW1 / \ / \ U CASING I P -5 P -5 I I P -S ` I I I PREF. 1 STRINGER CERUSED OAK WALLBASE STAIR *2 IIP -5 WALLBASE CASING 0 I TBD FRENCH DOORS CERUSED CERUSED OAK OAK CASING CROWN t \ / N i OPNG -4 / \ / \ I PREF. I DARK OAK RAILING RAIL CAP CERUSED OAK SIDE CROWN LITE DARK OAK DOOR I PREF / / \ P -5 CERUSED OAK CROWN SF -4 1 PREF. 1 TBD I SF -4 Q r / \ I i P -5 PREF. 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SCALE:As NOTED REVISIONS: DRAWN: xxX WALL DEVICES KEY OUTLET o VOICE/DATA El PI -ZONE JACK ® Ii \\ / / / 7 \ \ \ / \ / \ / OPEN TO SALES 5 (PT-S5) / \ / \ / \ / \ 1 i ■ I * REFER TO SHEET E1.1 AND E1.2 FOR SPECIFIC MOUNTING DIMENSIONS WALL DEVICES KEY OUTLET o VOICE/DATA El PI -ZONE JACK ® THERMOSTAT ® \ \ \ \ / OPEN TO SALES (PT-S7) / \ / \ / / / 7 \ \ / 1 L ■ WALL- MOUNTED SPEAKER * REFER TO SHEET E1.1 AND E1.2 FOR SPECIFIC MOUNTING DIMENSIONS WALL DEVICES KEY OUTLET o VOICE/DATA El PI -ZONE JACK ® THERMOSTAT ® HORN / STROBE ® PULL STATION FIREPLACE ACCESS PANEL ■ WALL- MOUNTED SPEAKER * REFER TO SHEET E1.1 AND E1.2 FOR SPECIFIC MOUNTING DIMENSIONS I P -4 II P -2 I 1 P -4A I II P -2 I \ / \ / \ / OPEN TO SALES 1 (PT -S2) / \ / \ / \ L / II II II II II II II II II II_ u I II II II 'II I P -4 I II P -2 I WALLS CABINET AND SIDES CASING CLNG. TRIM WALL TRIM BATTENS II P -4 I I P- 2 II P -4A I II P -2 I II P -2 5.1 CABINET SIDES I P -12 I CABINET SIDES II P -3B I TRIM P -8 II P -BA \ r \ / \ / \\\ / OPE TO SA ! 12 / \ / \ / \ V \ \ / \ / \ / OPEN TO SALES 3 (PT -S4) / \ / \ / \ / \ P -3B CASING SALES #2 SALES #4 CLNG. TRIM WALL TRIM CASING CROWN 1 P -35 II I P -3B \ / \ / \ / OPEN TO SALES 8 (PT-S9) / \ / \ / \ / \ SALES #2 CABINETS I P -4 I I SALES #4 CABINETS I P -12 II I P -3B II SALES #q WALLBASE CABINETS SALES #9 P -q PR EF. DARK OAK HANDRAIL LIVING ROOM RAMP CABINET SIDES I P -12 I II v13-2 I II VB -1 II 1•9 -1 WALLBASE WALLBASE WAINSCOT NON -SALES RAMP TOP LANDING II -B I WALLBASE WALLBASE II P -2 I WALLBASE MALLS AND BATTENS II P -BA I I P -12 I I P -3 s II WALLBASE r CABINET SIDES CABINET SIDES CROWN CASING WALLS AND BATTENS P -2 I I P -3B I I P -3B I I P -2 I I I P -4 I WALLBASE SALES #2 CABINETS II P -4 I II P -2 ( II P -4A I II P - I II P - I \ / \ / \ / OPEN TO SALES 12 (PT-S1213) / \ / \ / \ / \ SALES #9 II I II II I CASING CLNG. TRIM WALL TRIM \ / \ / \ / OPEN TO SALES 12 (PT -S12A) / \ / \ / \ / \ CLNG. TRIM I P -4A 1 I II II II II \ / \ / \ / OPEN TO SALES 3 IPT -S3) / \ / \ / \ SALES #2 II II II II II I CABINET SIDES P -12 I II P-4 1 SALES #4 CABINETS SALES #4 P - 12 1 I P -B II SALES #q WALLBASE CABINETS NON -SALES RAMP BOTTOM LANDING CASING P -2 I II II II II I fl 11 WALLBASE II P -2 WALLBASE WALLS AND BATTENS P -BA II I1 P -BA STOREFRONT RAMP (TYP.) CABINET SIDES I P -4 II DISPLAY (TYP.) 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I I P -8 1 P -SA II I P -BA I I P -8 CASING CROWN I TD-35 II SALES #6 CASING CROWN I P -38 II \ / \ / \ / OPEN TO SALES 9 (PT -S9) / \ / \ / \ / \ II P -3B , [I SF -5 I II P -38 WALLBASE P -38 GRAPHIC PANELS BY OWNER I P -38 I I WALLBASE SALES #8 P —BA II I P -B I WALLBASE DISPLAY #2 D,DL5.0/ SALES #8 CABINETS 1 P -12 II REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDIN DIVISION RECEIVED CITY OF TUKWILA NOV 2 8 ?iiO7 PE.ttMIT CENTER 0 c is z tL 3 0 co z 0 W W cc O W I- Z w I- 0 I— w a w I- a 0 0 A7.3 0 a W 1— cc .. z v = W CO I CO O W Q LO _ -I I- w . W unlOp v1 C I_ 0 W M W C) CO co CO 2 6729 IiEEG1S 8 ERE9 "#f1NGTON ABFC50017 SHEET [CEPT 5 CONCEALED MALL COLUMN NOTE 0 EXPOSED MALL COLUMN NOTE G.G. TO PROTECT MALL CEILING/BULKHE DEMO AND CONSTRUCTION. TENANT G.0 OR REPAIR ANY DAMAGE (NEW OR EXIS LANDLORD BULKHEAD AND REPAINT TO LANDLORD SPECIFICATIONS. COORDINATE W! MALL MANAGEMENT .REDRTDOD0DURI,p:APD:AATIEsTNGC1-1 PORCH ROOF TO B£ 'NOTCHED AROUND EXISTING MALL COLUMN (WHERE OCCURS). G.C. SHALL WRAP ALL EXP051 =D FACES OF COLUMN (ABOVE PORCH ROOF) WITH GYP. D. PAINTED TO MATCH ADJACENT SURFACES COLUMN TO 8E FRAMED WITH METAL STUDS AND 5/S" GYP. BD PAINTED TO MATCH STANDARD MALL FINISHES. COORDINATE ALL COLUMN WRAP AND COLUMN FINISH REQUIREMENTS AND RESPONSIBILITIES WITH LANDLORD. THIN -BRICK THIN -BRICK RETURN THIN -BRICK RETURN THIN -BRICK NEW GYPSUM BOARD FASCIA (PAINTED TO ROOF TYP. EXPOSED PANELS RAFTER BEAM N5•4 GYPSUM BOARD FASCIA (PAINTED TO MATCH MALL FINISHES) BY G.G. P -1 SF -2 SF -2 MATCH MALL FINISHES) BY G.G. SF -1 - P_gg e SIM. ® SF -2 P -1 ■ STANDING SEAM META ROOF RIBS AT 12" O.G. FQ. A ■ EQ , - - 1/2" X 1/2" BLACK METAL REVEAL AT CEILING AND NEUTRAL PIERS PROVIDED pii I MDINSTAEP BY G.G. EXISTING NEUTRAL PIER WITH STONE FINISH BY LANDLORD- G.G. 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AT (4) LOCATIONS THIN -BRICK PILASTERS RAILING DARK OAK I P -85 DARK OAK DOOR AND RAIL CAP RAIL CAP E TREADS # RAIL GAP CASING WOOD ADDITIONAL INFO FOR ADDITIONAL INFO DOORS NOSING CLAPBOARD ..- ..- WOOD CASING CLAPBOARD 0 -. 1 .........5 5 / ABFC50017 SHEET STOREFRONT ELEVATION (BEHIND COLUMNS) A_ SCALE 1/2" 0 1'- 0" A8 . 1 rj / / /I �� O• r; HEAVY LINES INDICATE EAS ALUMINUM SENSORMATIC SECURITY LOOP SYSTEM - HATCHED AREA REPRESENTS EXISTING DEMISING WALL STUDS BY LANDLORD- G.C. SHALL PROVIDE AND INSTALL 5/8" GYP. BD. FINISH ON TENANT SIDE CONCEPT 5 G A SSHILDING BEI -IIND CABINET- REFER 8 AB t REFER TO ELECTRICAL SHEETS I LINE INDICATES EAS TO DETAIL J /A8.3 FOR INSTALLATION INSTRUCTIONS 2' -11 3/4" ' / , -2" R.O. 2--11 3/4" , ALUMINUM SHEILDING BEHIND CABINET- REFER TO DETAIL - - - - - - EQ EQ - J /A8.3 FOR INSTALLATION INSTRUCTIONS �' •1 i____, 1 `_ - - - - - -- - - _�� : -.--.-.-- A _ M ^_ `" t4 m 3 „l /€ 9 - `» - `I r- L � -� g - 5 1 , I i I I I �� Irn f �' I I I ' ' I I I .� .�� L I I I I I I I I I I I I — — J I a I [ � — - - - ^ ^ �, _ D I - - .a- ..4_ 11 ���IL it X321 „b/E lt - 19 11 �� 00 i rr r Tr 1 SI M. = cr - 8. CENTERLINE OF PORCH AND ENTRY DOORS HATCHED AREA REPRESENTS SLOPE UP @ 1:12 '4 1 -0 DOOR BUZZER- REFER C /A8.3 FOR MOUNTING I I EXISTING DEMISING WALL STUDS BY LANDLORD- G.G. TO 2' -11" I I - - RAMP 18' -0" �d I 1 I I SHALL PROVIDE AND INSTALL /8" GYP. BD. FINISH ' - LOCATION 2 " ' -3 1 /4" 7 1/2" m L 19' -3" 1 I , 1 " fi ) '_ i 3 / , t EQ. 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I 1 I e GUARD RAILING A4 AND A5 ON SHEET A11.4 FOR REFER TO DET L I • �' 11. CH 5 3/ " - 83 . TYP. OF 4 • / / / e 4 4 1 4 15' -6 3/4" REF. TYP. e t CENTER LINE OF S 1 I �d INSTALLATION DETAILS / "I ---- ' ABOVE REFER TO AL DETAILS ON SHEE1 DTLS ii I _ POINT / - 1 j 1/, / m - _ EQ EQ � / � — 1 / �I � REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE EXTENT OF PORCH i BELOW r - r I Ii ■ _ I1G IN r �e , I MON o - I I F I 1 � I , � -- . _ _ // � Q — ._ _ _ - = FIBERGLASS COLUMN I RE, TYP OF (6)- ENCLOSURES i BE FILLED WITH 'P INSULATION 171..._ v , / � / W H LEASE LINE E ` P 8' D c _ H _ ' • 8 6 CENTER LINE OF STEEL BEA� 1 ABOVE- REFER TO STRUCTURAL S PORCH ROOF STEEL _J SUPPORT- SEE STRUCTURAL DTLS I \ 1 / • © 8. 5 M. - DETAILS SHEET 51.2 / ME SIM. --- -- - 8 . — — — — 1/2" F.O. — 1' -0 -- t o r — -- s POR CH - -- — OF -- 1 - F ! '7 -� 1' -0" ____ = SIM. 5' -4 1/2' F.O. 1' -0 _ _ , 1 ' - 0" YQUT 1' -0' P01 1' -0" T 5' -,4 1 1 _ 0 11 • 8. SIM. 5' -4 1/2 F.O. 1 -0" \ \ \ _ _ I LINE OF PORCH STEPS BEL01+ / ti P Z 1-0" 1 -0" 5 -4 1/2" F.O. REVISIONS: e BLDNG DEPT 11- 21 -07I / — ,( NOTE: DIMENSIONS ARE Ti FACE OF EXTENTS OF PORCH ABOVE - 7 1/2 1/2" 7 �� " 1/2 / 7/8' -- - - -- - 2' -8 1 te r - F.O. _ � " 7 -4 1/2 1/2 -- 7 -4 1/2 � _ F.D. (10' -1 3/8" REF.) DRYWALL UNLESS NOTED OTHERWISE ROOF F.D. / (13' -8 1/2" REF.) / 61' -0 (LEASE LINE TO LEASE LINE) 00 - � ENLARGED STOREFRONT PLAN SCALE: 1/2' = 1'- 0" OPE 52 -PP PRIMED ISSUE DATE: PERMIT DATE: 9H5/07I I LANDLORD DATE: 9/14/071 BID DATE: 9H6/07I MASTERS 7 -27 -2007 BASE BELOW 5/8" GYP. BD. METAL STUDS F2 -PP PRIMED CASING TRIM PRIMED PLINTH ON 3 5/8" AT 16" O.G. EXISTING MALL COLUMN REVIEWED CODE cc APPROVED City Of Tukwila SI DING DIVISION D07.......5e)/ RECEIVED CF Pkl CENTR WOOD ON F5 -PP LO ∎ .I _ Lo FACE OF - ----- ------ • \ in m - A ii W NWW , M..� •.��� ∎�•�����.•. ∎��∎ ∎ ∎��. ∎ ∎� DARK OAK /�, ... _ ...7 / X ; \ \, FACE OF RISER BELOW CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 CHK: xxx 5/8" GYP. 13D. ON 3 5/6" METAL STUDS AT 16 D.C. WOOD CLAPBOARD SIDING (SF -7) ON 1/2" PLYWOOD - r1 n DOOR- SEE 1/ • . ' _,f__ _ m ` _ � ` RISER BELOW ; -p 0 1i H DOOR SCHEDULE ADDITIONAL F3 -PP PRIMED DARK OAK (AS 51-10141N) SLIDE BOLT HOLE IN FLOOR SEE 'DOOR THIN -BRICK REQUIRED SUBSTRATES FOR INFO r - _ 0 ��� : 0 : o ' _ - � SHEATHING PRE - MANUFACTURED i / �' WOOD CASING TRIM SHUTTER FIXED IN OPEN POSITION BY G.C. WITH SURFACE MOUNTED ON BACK SIDE (G.C. SHALL BELOW TO RECEIVE 130LT SCHEDULE' FOR ADDITIONAL (SF -2)- SEE DETAIL 5/A8.3 AND FRAMING COMPONENTS DRILL - - STRUCTURAL SUPPORT FOR PORCH BEAMS ABOVE- SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO �� �= DRAWN: INNM THIN -BRICK CORNER (SF -2) THIN -BRICK (SF -2)- SEE DETAIL 5/A8.3 FOR REQUIRED SUBSTRATES INFO FOR AND FRAMING COMPONENTS .0 • STOREFRONT DETAIL SCALE 1 1/2' = 1'- 0" S-- � ' / STOREFRONT DETAIL SCALE 1 1/2" = I'- 0" p EXISTING COLUMN DETAIL SCALE 1 1/2" = 1 0' MIA :WiIj ROI STRUCTURAL COLUMN ASSEMBLY WITH BASEPLATE- SEE SHEET 51.2 FOR DETAILS *NOTE: FIBERGLASS COLUMNS ARE FABRICATED *NOTE: G.C. TO FILL COLUMN IN (2) PIECES. G.C. SHALL ASSEMBLE COLUMNS ENCLOSURES WITH 'PERLITE' ON -SITE AND TAPE, HONDO, SAND, PAINT ETC. LOOSE FILL INSULATION AS REQUIRED TO COVER SEAM. G.G. SHALL PROVIDE ADDITIONAL METAL BLOCKING DASHED LINE REPRESENTS EXTENTS 52 -PP PRIMED WOOD BASE BELOW DSGNR: MB 5/8" GYP. BD. ON 3 5/8" 5/8" GYP. BD. ON 3 5/8" METAL STUDS AT 16" O.C. F2 -PP PRIMED WOOD INSIDE FIBERGLASS ASSEMBLIES WHEN ADJACENT TO PORCH GUARDRAILS. GUARDRAILS TO BE OF SQUARE PROFILED FIBERGLASS SECURED TO METAL FRAMING IN ACCORDANCE CAPITAL WITH DETAIL A- 4/A11.4 METAL STUDS AT 16" O.G. 2x4 NON BLOCKING 1/4 I CASING TRIM ON F5 -PP PRIMED PLINTH LINE REPR EXTENT OF PORCH LI REPRESENTS EXTENT OF PORCH 1� -0" 1 1 -0 " TREAD BELOW RISER BELOW -COM 0 0 I - - - co .. C. l SCALE:A5 NOTED STRUCTURAL COLUMN ASSEMBLY WITH I ��. I = - r '� FIBERGLASS JOINT TAPE- / \ 1. ATTACH AND FILL WITH / \ POLYESTER BODY FILLER 1 P. \ (RONDO) AND SMOOTH ■�i._, '� i I I I 1 it - - -1- IIII , �o P.- tr II. I � _` -- . C� ♦ BASEPLATE- SEE SHEET 51.2 FOR DETAILS ALIGN COLUMN SEAMS PARALLEL m 1 SURFACE (TYP. OF BOTH �'I SIDES) = - � P_ I DISPLAY WINDOW DOOR- SEE 0 0 / } �. J '1 1�������� TO LEASE LINE , � _ ; i 0 \ % S.S. COUNTER SUNK SCREW / / AT 12" O.C. ALONG SEAM 679 REGISTERED ARCHITECT A � rfiStWileT ; STATE OF K , . 'N' r 'DOOR SC�IEDULE FOR _ a _I z II E6 w N o w u ,� _ 0 \ . ` i ` -i � % OF COLUMN SHAFT- TYP. OF BOTH SIDES LI NE OF RISER BELOW THIN -BRICK (SF -2)- SEE DETAIL B /A8.3 FOR REQUIRED SUBSTRATES I I EQ -� ADDITIONAL INFO 0 AND FRAMING COMPONENTS „ 3/4” PAINTED HARDWOOD PANEL OVER 1/2" PLYWOOD ON METAL F3 -PP PRIMED WOOD CASING \ \ = / ,` - ` EQ THIN -BRICK (SF -2)- SEE DETAIL 13/A8.3 FOR REQUIRED SUBSTRATES AND FRAMING _I o - -__ FINISHED R WDOD T FL�RING ON PORCH STUD FRAMING 1`- EXTENT OF PORCH FLOORING BELOW LINE REPRESENTS FACE OF BEAM ABOVE 1 ' - 1' -2 1/4" COMPONENTS 10" 10" 2" TO ALIGN WITH FACE OF RETURNS ON PIER AT STOREFRONT (TYP.) LEASE LINE CUSTOM TAPERED FIBERGLASS COLUMN ENCLOSURE BY WITH 20' DIA. SHAFT AT BASE AND 18" DIA. SHAFT DARK OAK SHUTTER FIXED IN DASHED LINE INDICATES LINE OF OPEN POSITION (AS SHOWN) BY PILASTER GROWN MOLD ABOVE G.C. WITH SURFACE MOUNTED 21 -0u SLIDE BOLT ON BACK SIDE (G.C. LINE OF HANDRAIL CAP- SEE DETAIL SHALL DRILL HOLE IN FLOOR A4 /11.4 FOR ATTACHrTENT TO WALL BELOW TO RECEIVE BOLT)- SEE PROFILED FIBERGLASS A A B F G 50 17 COLUMN BASE BELOW 8 . 3 SHEET 'DOOR SCHEDULE' FOR ADDITIONAL INFO STOREFRONT DETAIL ,: SCALE 1 1/2" = 1'- 0" STOREFRONT DETAIL SCALE 1 1/2" = 1' 0" •=--- ( I -- 1 OPEN .i. TB) �'•'`. ' S ) IF �� �' J I --.N■ + - F \ ..... ..,-,-,'Ai--- -- 'Ill 3 5/8" METAL 8 1/8" 6 R.O. 8 1/8" [CEPT 5 Fl-DO PREFI NISHED DARK OAK CASING OVER F4-DO DARK OAK F- - ---- - .- . - • ,...• .,... .... .... __ ..„....-,--,, ._. ...._-_-_-_„.........,... •-■■••■-•..--..--,:-. •-.1- -.. ,... .. i fj 1 - 1? 4 1, 1 r ? i 1ff- fi 17 a __ ._ - STUDS FRAMING ....4 __.:,,:, "t PLINTH BLOCK 5/5" G.N.13. ON 3 5/5" METAL / 1 1 1 /4 " 1/4" "" . \ 1 i I I ..._-_--,----- -z 4/19 5/8" GYP. BD. • GYF'. BD. ON FACE AND S OF OOP STOREFRONT T TO CONTINUE TO DECK ABOVE TO SEAL OFF OPEN PLENUM ABOVE FINISHED STORE CEILINGS CONTINUOUS mETAL ANGLE N. \ \ -P I \ 4- I • I 4 I6,_ 74- -.. m STRUCTURAL BEAM- REFER TO SWEET STUDS AT 16" 0.C. 1 1 r eo I 51.2 FOR DETAILS I Z :-_ :--., 4, iA :AR -...- 1/2" PLYWOOD OVER - oplINIIIII \ '. ...._■.A..11- LIIIP -to ... 1--.• A (A ememeenemmainnanc§..0 ), TA .2.--. -2...- i DENS-GLASS G OLD SCRATCH COAT MOISTURE PROTECTION --- oi W 1' 61 . .. I i T II / 1 / 1 / / 1 SENSORMATIC SECURITY CABLE BELOW FINISHED FLOOR- SEE 1 ELECTRICAL DRAWINGS FOR SQUARE FIBERGLASS CAPITAL M I:# f.rilillilEVIIIIIIIA I Ly�r IIY/£ 9- IIIIFIMISH11111111. ATTACH COLUMN TO LOCKING WITI-1 B .... rf /). LINES REPRESENT DARK OAK WOOD THRESHOLD ELOW AND DARK OAK WOOD DOOR HEAD 1 • S. :-3.01.1 ::-. , :b... -. ..4. AI A --,:....- / FA i rff , 1 II 1 , To _I c3 •; ?.'�: ,. 4 ri.. • ,I. 1 ;'A V!: I S.S. COUNTERSUNK SCRE WS / / / / BA -15# FELT PA PER BO ND COAT T14 IN BRICK FINISH ABOVE \ ADDITIONAL INFO \ G.C. TO ROUTE OUT WOOD \ BLOCKING AS REQUIRED TO \ RECEIVE SECURITY CABLE- ------------_,.. c.-----_----- - --,- DARK OAK DOOR CASING / Il f114 F3- DO PREFINISI4ED DARK OAK CASING TRIM / / n / PREF INISNED DARK OAK WOOD DOOR, :: f , 1 T2-PP PRIMED WOOD TRIM LM % 71-PP PRIMED WOOD TR I M T4q PRIMED WOOD TRIM BAND COAT FLASHING OR WEEP SCREED \ TYP. BOTH SIDES \ \ \ \ \\ \ \ \ \ \ s■ N, ---. -... ----. ----... --.. - _ ___ -- _ • . . • ... • CUSTOM FIBERGLASS COLUMN ENCLOSURE INSTALLED ND FILLED 1A1 ITN 'PERLITE' EE BY G.C. 1A1 1714 COLUMN SEAMS PARALLEL TO LEASE LINE (FAUX FINISH BY OWNIER) / SUPPLIED BY OWNER INSTALLED BY / G.C.- REFER TO DOOR #1 ON DOOR/ SCHEDULE FOR MORE DETAILS / / / SEE INTERIOR ELEVATIONS FOR Fl NISI4 AND REQUIREMENTS 5/5" GYP OARD . B METAL STUD FRAMING SEE INTERIOR ELEVATIONS FOR FINISH AND REQUIREMENTS 3/4" DARK OAK OVER 2x4 SLEEPERS OVER 1/2" FURRING PLYWOOD OVER DECKING ON 8" JOISTS @ 16 0.C. IONS TRIM 1 THIN EXTE1RIOR BRICK AS STORE ONLY , 7 T31-PP WOOD TRIM / / .._ . . MIA :-. 0 T12-PP PRIMED " • WOOD TRIM PROFILE / ,_ , T14-PP PRIMED • WOOD TRIM PROFILE • j i . Ii, LINE OF TRIM BELOW / / -CENTER 5 OVER 3 /8" . .. h..-4 ..*--:"--- - ...,:.. __,. :--:,i ,, /!/: • : 3 5/8" METAL ST FRAMING 5/8" GYP. BD. 1 DOOR HOLDBACK,- @2 A.FF . ,- - - - --- -- - 1 I A IA C3 LU 7 .,:,.....„...„"..„ THIN-BRICK (SF-2) - SEE DETAIL B1 OR B2 I lk 5/8" G.14 .8 ON 3 METAL BASE TRIM : ' • 2 ,... FOR SPECIFIC WALL ASSEMBLY DETAILS _••:-.„ ,- - 4, 11 ..,._‘■ Air -.-: .,....,_ All :.,... ,.:•.,._■ :-zila f-r11 --,..-- .- 1/2" "GREENBOARD" OVER 5/5" TYPE 'X' GYP BOARD STUDS AT 16" O.C. T31 -PP WOOD TRIM (TYR OF 5 D 71 F (/ / _ T31-PP WOOD TRIM - 71') I ATTACH COLUMN TO BLOCKING WITH 5.5. WOOD FLOORING @l6" 0.C. OVER 3/4" q/16 METAL mETAL STUD •:_ -: •: .. , : - ,, _ :: ° •:. •• •• ,. -. : .: . 5/8" GYP. BD. OVER 3/4" WOOD FLOORING „ -,-, .. - . , .. , . , IP•S I 1 6 ) I I I I I I COUNTERSUNK SCREWS WOOD .: ;::- : -• :- :::: - •:: : ..: • - : ..... !:...-.1 .: •:•: ....: ..... ,. „,.. ;:.:11 ....•••:-:•:•::::-•-:•:-: r A■, ... i P.m 0.m) --i 4 D LU 1/4" ,_ 1 -8" Ai 4 3/4" FLOORING OVER 2x4 SLEEF'ERS 1 V4" @l6" 0.C. OVER 1 /2" FURRING OVER 3/4" PLYWOOD OVER q/16" mETAL DECKING ON 8" ii OVER 2x4 SLEEPERS @l6 0.C. OVE1R 1/2" FURRING OVER 3/4" PLYWOOD OVER q/16" mFrAL DECKING ON1 5" mETAL _ ,-..1. AI cAlli ,Ja.. ":4 gill FIB% L2 IF -1 -1 111 1 1 1 1 I 1 1 T1415 ELEVATION) 31 ) DELIVERY BUZZER,- CENTER ON WOOD TRIM AT 2' -0" A.F. F. - REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION 11111111 I Am 3/4" METAL STUD JOISTS @ 16 0.C. 1 AD L3 I 3/5 X 1 1/2" PRIMED WOOD TRIM WOOD @I .1 ci, BASE Tb 1 -_•._ Billuill.,:illiTilfill IIIDIS.,11111/111.' ,":: --... Ai.. BOND COAT THIN BRICK FINISH COAT III IIII 0 :rib CONSTRUCTION ADNESIVE . F. 3/4" WOOD FLOORING PLANKS STACKED ...... --------- I 1 1. s/.. 111 :1 - irimeileniviTsminiulinium....N.' .'"iiiiiir pm: ' pm PRIMED SLIDING POCKET DOOR I INSTALLED 4ED P Y G ADDITIONAL ON . A C L . - I N S F E O E ) 07.0 I I 1 II li 111 (2) / ON 3/4" PLYWOOD OVER 5/8" GYP. BOARD Ii° - To REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE : • ' ,P15' THIN INTERIOR BRICK AS SEMBLY STORE ONLY Pm , ..... ebl, a f 1 a . . • STRUCTURAL COLUMN AND BASE PLATE ASSEMBLY- SEE STRUCTURAL DRAWING 51.2 8.3 _1 < m es u., 7 1/2 A SCALE - SECTION 0 PORCH COLUMN 1 1/2" .. 1 0 STOREFRONT SECTION @ THIN BRICK SCALE 1 1/2" I'- 0" , • .4D GYP. STOREFRONT TO ABOVE PLENUM STORE 1/2" PLANK 5/8" SUSPENDED TI-PP T2-PP T44-PP T31 5/6" METAL T46-PP 6 T4-PP 3/4" OVER CONTINUOUS BD. ON FACE OF WATCHED AREA REPRESENTS EXISTING METAL STUD DEMISING WALL BY LANDLORD 3/4" PAINTED 10400D III TN AND STOOP CONTINUE TO DECK TO SEAL OFF OPEN ABOVE FINISHED PRIMED WOOD TRIM PRE-MANUFACTURED THIN-BRICK CORNER (5F-2) •. ore) l ir. 4 q REVISIONS: e BLDNG DEPT 11.27.071 CEILINGS I ki A /11 b.,....................... V-GROOVE WOOD CEILING OVER -• -- • -• I■rommliii----Ignir'' `c iWireiferifireireri Tx . - \ I: r d - - •=a- \ ++ 4 9 1 -3 1/4 AQ TO FACE OF GYP. BD. `-fr S 1/2" $ ... 1-- ...- I ,I • I ■• ': 1 : I TWIN-BRICK (SF-2) SEE DETAIL 8/A8.3 FOR REQUIRED SUBSTRATES AND FR,./\ MIN G COMPONENTS. G.0 SHALL ALL INSTALL RICK CONTINUOUSLY TO SUE5FLOOR BEHIND ." ■ . ,.„ .: ..., .., -, ..... .. . GYP. BOARD ON IIb/E 9 ' - a- -.... ..s1 =r , % I FRAMING PRIMED WOOD TRIM / 1 B2-PP PRIMED WOOD BASE 5/8" G.W.B STUDS AT le 2"x4" FRT IN BLOCKING AS TO ANCHOR F2-PP PRIMED CASING TRIM PRIMED PLINTH - - :!1'1111fit METAL n^ i• •1/4 .. •, . . n :'1'!'s,'.:'!� . �} .`.t, n'i ��: n "• :� .................................. ................. ��i�• �ttt -s�.ra I ' Ii' ADJACENT FINISI4ED TREADS AND RISERS - SEE DETAIL G/A8.3 PRIMED WOOD TRIM - 1 , /l Ol ' :,, TO FACE OF PLYWOOD ON 3 5/8" 0.C.- WALL REQUIRED HANDRAIL WOOD ON PRIMED WOOD TRIM 1 1 : .4 A 1 F G ISSUE DATE: PERMIT DATE: 9h5/07I I LANDLORD DATE: 9/74/071 BID DATE: 9H5/07I MASTERS 7-27-2007 STAIR HANDRAIL- SEE SWEET A5.4 FOR ADDITIONAL INFO 1/4" PAINTED MDO OVER I/2" LYWOOD ON METAL STUD F RAMING T5O-PP PRIMED WOOD TRIM = .s• -:. o- co iiror iiiPe„■-4111•4 :: • - • :: ... I" TYP. FACE OF (FC-12) RISER BELOW , To 8.3 12-PP PRIMED WOOD TRIM FACE OF (FC-12) NOSING -PP PRIMED WOOD TRIM GYP. BD. " OVER 3 5/6 = cv -,.. i IL 1 Ili TI8-PP PRIMED WOOD TRIM F5-PP =,.% 7 _ STUDS AT 16" 0.C. o 1 - 6 l q-PP PRIMED WOOD TRIM I T21-PP FACE OF (FC- 12) RISER BELOW 1 PRIMED WOOD TRIM ,..,_ _ _ _. ......„..„ . FACE OF (FC- 12) NOSING CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 1 xx :MHO 1 1 - -0/ : s il 7 !Is I 1. I , 1 II 1 T37-PP PRIMED WOOD TRIM <V ... „..._..._,..,. ..... .,.... (T1\ • -..---.;..:: - ■,...•■.... .....•■,..•.■1 • . •.■...7 PRIMED WOOD TRIM A il-z-%-.- ,..-. -...... P er"■" - -adil■dig■-■1111■■-aa ... Mil i - 1/iM111 wo.16.-........---.....---.......---.......---.......--........----......---....---....... II -...,-....-.... ..."‘Llii F3-PP PRIMED WOOD CASING TI-1 IN-BRICK B/A8.3 FOR SUBSTRATES) METAL STUDS ............",.........7............-'S..._ 1 \ - DETAIL 3 5/ 16" O.G. 0.C. 11 5 • /4" 3/4" PAINTED HARDWOOD PANEL , 5 1 DRAWN: NNM E OVER 1/2" PLYWOOD DASHED LINE INDICATES LINE j)4" SOLID LINE INDICATES FLOOR TRANSITION BELOW DARK OAK SHUTTER FIXED IN OPEN BASE BY G.C. 5/5" PAINTED GYP. 5Y G.C. (SEE REQUIRED OVER @ 8.3 OF I REVII WED FOR. CODE COMPLIAN APPROVED DEC 2 8 2007 1 RECE1VD C•4 I 1: I: : 3/4" PAINTED HOOD PANEL OVER 1/2" PLYWOOD ON 2 1/2" METAL STUD FRAMING 5/8" P. BD. ON 3 5/5" GY PILASTER CROWN ABOVE LINE REPRESENTS FACE OF BEAM OF I I I POSITION (AS SNOWN) BY G.G. WITH SURFACE MOUNTED SLIDE BOLT ON PRIMED WOOD TRIM DARK OAK HARDWOOD FLOORING 3/4" PLYWOOD OVER METAL DECKING 61/16" D. 5 7 1 :., II I. METAL STUD FRAMING (IN ALIGNMENT WITH ADJACENT STOREFRONT FRAMING) IONS & BACK SIDE N.C. SMALL DRILL HOLE IN ABOVE TO ALIGN 14 ITN FACE I 1 FLOOR BELOW TO RECEIVE BOLT) - SEE 5. RETURNS ON PIER AT 'DOOR daM :walj SCHEDULE' FOR ADDITIONAL INFO STOREFRONT (TYP . ) STOOP DETAIL 1 1/2' = 1' 4 B ILDTk, DIViSiuN T31 -PP WOOD TRIM " " 1/2 x 1/2 BLACK 1 1 11, 3/4" DARK OAK FLOORING (FC-2) OVER 2x4 WOOD SLEEPERS @le O.C. OVER 1/2" PLYWOOD FURRING OVER CONTI NUUOUS LAYER OF 3/4" 't1 \ITER SENSORMATIC RATED SUPPLIED AND INSTALLED OWNER, ROUTED THROUGH JAMB. G.C. TO COORDINATE WITH OWNER AND FOR INSTALLATION. / CABLE, SENSORMATIC .-- -.. PLYWOOD ON q/16" CONTINUOUS METAL DECKING METAL REVEAL BY G.G. G HATCHED AREA REPRESENTS STONE FINISH AND SUBSTRATES BY LANDLORD / / ' I THE EAS ALUMINUM S141 ELDS ARE INSTALLED BEHIND THE DRYWALL ON THE TWO CORNERS ADJACENT TO BOTH PORCH ENTRANCE DOORS. THE SHIELDS ARE SUPPLIED AND INSTALLED BY G.C. REQUIRED SPECIFICATION NO SUBSTITUTES. ALUMINUM 5052-1432 .032 THICK IN 4 x 8 \ .!.,..,..--rsimunnins...Nmignirm, 1 DSGNR: MB mumratam. fill• BY - DOOR S141 ELD PANELS ARE INSTALLED BENEATH DRYWALL. SECURE WITH STANDARD DRYWALL SCREWS. USE AT LEAST 2 SCREWS PER PANEL PER STUD. MEASURE AND CUT OPENINGS FOR ELECTRICAL OR TELEPHONE ACCESS BEFORE INSTALLING TNE PANEL. . - ----- D SECTION @ STOOP SCALE 1 1/2 = 1'- 0 E SECTION © PILASTER SCALE 1 1/2 = 1'- 0 F NEUTRAL PIER DETAILS SCALE 1 1/2 = IL 0 11 SCALE:As NOTED I I I __J si-IEErs SUPPLIED INS AND TALLED BY G.C. lip INSTALL 4' 8' SW ELDI NG • START 4' x 5' SHEETS, BOTTOM SHEET FIRST, ALIGNED WITH THE DOOR SIDE OF FRONT PREFABRICATED FIBERGLASS TWIN-BRICK (SF-2) 1AI IT14 BOND AND SCRATCH COATS, METAL LATH AND FELT OVER 1/2" FRT PLYWOOD ON 5/8" GYP. BD. OVER 3 5/5" METAL STUDS @ 16" 0.C. FILL GAP WITH CLEAR SILICONE SEALENT COLUMN BASE ASSEMBLED BY FC -2 II W 3/4" HARDWOOD TREAD OVER PLYOOD G.G. (THICKNESS DECKING AS REQUIRED) OVER q/16 METAL ON 3 5/8" METAL STUD FRAMING COLUMN AND BEND IT IN THE FIELD AROUND THE CORNER TO RUN OUT ON BACK WALL. FC -2 I 3/4" WOOD FLOORING OVER 2x4 SLEEPERS OVER 1/2" FURRING 3/4" PLYWOOD ON q/16" METAL DECKING = a- m . 6729 REGISTER ARC - T ristoi* erschleg STA FC -2 I I 3/4" WOOD PLANK FLOORING BEYOND • OVER 8" METAL STUD KNEEWALL • ACCEPTABLE ALTERNATIVE TO BENDING THE METAL IN THE FIELD WOULD BE TO ORDER 2 " x 2" x 8' 14 ANGLES OUT OF TWE SAME MATERIAL AND BUTT THE PIECES IN TWE CORNER AND COVER WITH THE AN GLE. in' E NI N s - INIMIIIW Imunrammal illo I 3/4" HORIZONTAL WOOD PLANK CLADDING ON VERTICAL SWALL RUN RETURNS G.C. 514ALL AND INSTALL FACE OF PORCH ASSEMBLY BEYOND - PLANKS CONTINUOUS ACROSS FRONT FACE OF PORCH; TO TERMINATE INTO FACING PLANKS AS SPOWN. RIP THE UPPER PLANK TO rk 5 1/4 D imENsi ON CUSTOM 6" (ACTUAL SIZE) PLANK BELOW INFILL FROM LEASE LINE TO FACE OF G.C. INSTALL 3/4" HARDWOOD FLOOR! NG (OVER FLOOR SUBSTRATES) AGAINST r, I!: x Borrom PANEL FIRST. THE TOP PANEL OVERLAPS THE BOTTOM PANEL BY 1" m 111 III s Z.:11 II/IIIMOIliTIJILLt.SZ.1All I NUOUS (SF -2) BRICK WITH MINIMUM 1/4" GAP 1 : ? 9 al IIWI :; MI ;;; 1 ..... eiiii m II .., , GONT • 0 /11.11-_■■■M/1111111I&WItiiIIIIIIIA1111,V1./ .1 e, . : -1 il N 5 51.\ MALL FLOORING PORCH BY ::-- 4 1111111 FC -2 I 3/4" HORIZONTAL WOOD PLANK CLADDING BEYOND FLOOR SUBSTRATES VARY- SEE SHEET A8.4 FOR DETAILS „ ABFC50017 i DO ELEVATION \ -.. I / -' TYPICAL PLAN 1. FC -2 i 1 3/4 HARDWOOD RISER OVER 3/4" SHEET PLYWOOD (TYR ) - RISERS TO TERMINATE FLUSH AT TREAD AS 514OWN A8 .3 G SECTION AT STOOP TREAD SCALE 1 1/2 = 1 0 H PORCH RISER SECTION/ELEVATION SCALE 1 1/2 = 1 0 J EAS SHIELD DETAILS SCALE 3/8 = 1 0 I • N 114-0 A.F.F. ABOVE EXISTING SLAB 9' -3 3/4" TO FACE OF GWB. FROM EXISTING SLAB 'll 1-JATCI -IED AREA REPRESENTS EXISTING MALL BULKHEAD /CEILING TO REMAIN; G.C. SHALL PATCH AND REPAIR AS REQUIRED AT ALL STOREFRONT TIE -INS G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE VARIES ALONG CURVE 3 5/8" METAL STUD VERTICAL BRACING ALIGNED WITH HORIZONTAL MEMBERS (BEND FLANGES AT INTERSECTIONS AS REQUIRED) 3 5/8" METAL STUD FRAMING MECHANICALLY FASTENED TO EACH SIDE OF WOOD BEAMS ALONG STOREFRONT 1/2" V- GROOVE WOOD PLANKS ON 5/8" GWB f1���uuurri�airu►\\ur� r��m L -sue 1 iinuunrrrii usintwe rrianrrrerzenuniure na utrrr�irliu' lintro - Arratur aimutirr / mint ireArralsn unitmteulatutworrlj�I InIIIIATIIIIMITrrAW ❑ "4:, r__s_ as__ ar______ �r` s_ra_s_r__sr_sa_as_..n�11r ∎wW��s ∎rte ∎,∎∎r�� ∎.11∎. sa��s•r�a ∎��s�∎, ∎�r�. ∎. =. �r∎ vsar∎�s4r ∎4M•��...�s∎r�wWaM.r��l III �� \ \►LM\11 \ti \t��\ MIIMIMMIMMI "\ MIIMII \Z \\`\tM\\M\\K\\"' \\ \"i\ S r�JJIh1uuu rJlinitli(S JJ mT rJ�IflhL\rrf�JJnuI umnitWrrezma a 1 7.11rD,wrr1J+lltrnMBuMrr «JJnfMI rJ/rWnavrrr EI\n umna\r�eaminu rA mtur��lJnu ►JMm;arr 11 ..: um. ImVMIa.r— s— r 1=rs—r- -MM.UW _B'S_. ∎ IIM AIM . s ■•■■•4•a ■r calls II•W Min— 1•W a 1=r■, 1■■ AIM AS=O ' ■ WV AM 111•rsWr —Mr ∎ MrW s ■•ME1 1' -0" MIN, PROVIDE COMPLETE CLOSURE BETWEEN WOOD FLOORING AND PLYWOOD DECKING ON THE PORCH TO RESTRICT CONCEALED SLEEPER SPACES TO A MAXIMUM OF 100 SQUARE FEET — T58 -PPP IMED WOOD ' IM OVEN 5/8" PRO LE (REFER 3/4" WOOD TRIM BOARDS - SEE DETAIL D /A8.3 9' -6" GYP BD TO GYP BD OPEN TO RAMP DOOR HOLD OPEN- SEE DETAIL C /A8.3 FOR LOCATION *NOTE: ALL INTERIOR STAIR ASSEMBLIES SHALL CONTAIN A CONTINUOUS LAYER OF 5/8" GYPSUM BOARD BETWEEN TIDE STRINGERS AT THE TOP AND BOTTOM OF THE RUN F3 -DO PREFINISHED DARK OAK CASING TRIM OVER 3/4" PLYWOOD (REFER TO SHEET Al2.1) WOOD DOORS SUPPLIED BY OWNER, INSTALLED BY G.C.- SEE DOOR SCHEDULE FOR ADDITIONAL INFO 3/4" HARDWOOD FLOORING OVER 3/4" PLYWOOD OVER 9/I6" CONTINUOUS METAL DECKING GYPSUM BOARD OVER SUSPENDED METAL FRAMING AS REQUIRED 12 A.F.F. Af3OVE EXISTING SLAB PRIMED WOOD TRIM PROFILE (REFER TO Al2.2) PRIMED WOOD TRIM PROFILE 'REFER TO Al2.2) 'RIMED WOOD TRIM BOARD OVER 5/8" GYP. BD_ ON TAL STUD FRAMING STANDING SEAM ZINC ROOF PANELS 'SF -3) OVER 1x3 PANTED WOOD PERLINS 0 10 1 -3 /4" TO FACE OF GYP. FROM EXISTING SLAB ACTUAL SIZE) WOOD SEE SHEET 51.2 FOR LOCATIONS AND SPACING PROJECTED MALL-0 LEASE LINE NEW FLOORING INFILL FROM LEASE LINE TO FACE OF STOREFRONT INSTALLED BY G.G. 0 A.F.F. T.O. EXIST. SUBSTRATE OPP. SCALE 1 1/2' I'- 0' NOTE G.C. TO DRILL A 1" DIA. HOLE THROUGH RAFTERS AS REQUIRED TO RUN POWER TO SURFACE MOUNTED BOXES PRIOR TO INSTALLATION OF ROOFING MATERIALS (TYP. AT CENTERLINE OF EACH STOREFRONT COLUMN) FACE MOUNTED LIGHT FIXTLRE- P. AT EACH COLUMN. REFER TO LIGHTING PLAN AND ELECTRICAL SHEETS T50 -PP PRIMED WOOD TRIM PROFILE(REFER TO AI2.3) ALUMINUM GUTTER SECURED TO FACE OF STANDING SEAM ROOF 3' -4" CONTINUOUS BEAM- (2) 10" METAL STUDS SECURED WITH 3 5/8" METAL TRACK- REFER TO STRUCTURAL GETAILS 5/8" GYP. BD OVER METAL FRAMING CENTER LINE OF FIBERGLASS COLUMN ENCLOSURE, GC TO ORIENT SEAMS PARALLEL TO LEASE LINE, REFER TO DETAIL A/A5.3 FIBERGLASS COLUMN ENCLOSURE SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF VERTICAL SUPPORTS INSIDE COLUMN WRAP FG -2 J 3/4" WOOD FLOORIN OVER 2x4 WOOD SLEEPERS @16" O.G. OVER GONTINUUOUS LAYER OF 3/4" PLYWOOD ON 9/I6" CONTINUOUS METAL DECKING ON 2 1/2" METAL STUD JOISTS PC -2 3/4" HARDWOOD RISER OVER 3/4" PLYWOOD OVER 5/8" GYP. BD. (TYP.) 2' -7 1 /8" LEASE LINE TO FACE OF PORCH 12" 10" /A IAL I I 111 1111 II I Mil M MI I in II 1111r s0 ZIMMEIEVEVEN � �I�J7 74 3' -7 1/8" LEASE LINE TO CENTERLINE OF COLUMNS -4 1 /2" GYP. BD. it GYP. BD. 1' -0 3/4" STOREFRONT SECTION @ ENTRY DOORS 3 5/8" DIAGONAL METAL STUD BRACING FOR LATERAL STABILITY OPP. .- - - , 7- .. a�����. �t"� a�tt` . a�∎'` t a�• - L�. a ti����.a` a�����. a� a�����. a`�� - �'�t` - matt`. • a�� - `,�. ti��� - _�� . � a���t — `��'t ' - 1s z1 a���t`��II ��`����� /,, -- - -- III -�1 T2 -PP PRIMED TRIM PROFILE (REFER TO SHEET Al2.2) T9 -PP PRIMED TRIM PROFILE I m OPP. (REFER TO SHEET Al2.2) 4 9' -3 3/4" TO FACE OF GYP. BD. FROM EXISTING SLAB T17 -PP PRIMED TRIM BOARD (REFER TO SHEET AI2.2) 6' -0 3/8" GYP. BD. TO GYP. SD. 13' -9" LEASE LINE TO FACE OF GYP. BD. TI2 -PP PRIMED WOOD TRIM PROFILE (REFER TO Al2.2A) T47 --PP PRIMED TRIM BOARD OVER 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING AT 16" O.C. CROWN ASSEMBLY (REFER TO DETAIL C /Al2.1) 3/4" MDO OVER 5/8" GYP. 8D. ON 3 5/8" METAL STUD FRAMING AT 16" D.G. SF -2 THIN -BRICK WALL FINISH PAINTED WALL BRACKET- (TYP. AT 2 LOCATIONS ON EACH SIDE OF STAIRS) PRE -FIN DARK OAK HANDRAIL WITH PAINTED STEEL VERTICAL SUPPORTS - SEE DETAIL C/A11.4 FOR ADDITIONAL INFO 3/4 DARK OAK HARDWOOD RISER (FC -2) OVER 1/2" PLYWOOD (TYP. OF 2 THIS LOCATION) 3/4" DARK OAK HARDWOOD TREAD (FG -12) OVER 3/4" PLYWOOD OVER 3 5/5" METAL STUD FRAMING @ 12" O.G. 7' -10 7/8" PLY @ RISER TO PLY@ RISER 0 3 5/8" DIAGONAL METAL STUD BRACING @ 32" O.C. SECURED TO STRUCTURE ABOVE I'_I" PLY @ RISER TO PLY @ RISER 3 5/8" METAL STUD FRAMING @ 16" O.C. SECURED TO STRUCTURE ABOVE; DO NOT SECURE TO DECK 5/8" GYP. SD. OVER METAL STUD FRAMING. EXTEND TO DECK TI -PP PRIMED WOOD TRIM BEYOND (REFER TO SHEET Al2.2) 1/2" V- GROOVE WOOD PLANKS (PAINTED) OVER 5/5" GYP SD. ON SUSPENDED FRAMING AS INDICATED I ' -1 1/4" G.G. TO INSTALL SF -2 THIN BRICK CONTINUOUS BEYOND RISERS TO FINISHED FACE OF PORCH DECK NOTE SEE STRUCTURAL DRAWINGS FOR ALL PLATFORM /KNEE WALL DETAILS AND SPECS OPP. 8' -5' AFV TO V- GROOVE CEILING Fl -DO PREFINISHED DARK OAK CASING (REFER TO SHEET Al2.I) DARK OAK DOOR CASING ROUTED GROOVE IN BLOCKING FOR 'SENSORMATIC' CABLE 5/8" GxB_SD REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDING DIVISION 3/4' WOOD TRIM BOARDS - SEE DETAIL D /A8.3 RECEIVED CITY OF TUKWILA NCR/ 2 8 2607 PL - tMvll 1" CENTER E EXISTI SLAB NEW SHEET ISSUED EXISTING SLAB TO WOOD BEAMS [ CF REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE REVISIONS: I A BLDNG DEPT 11- 21 -07I ISSUE DATE: PERMIT DATE: 9h5/07I I LANDLORD DATE: 6/14/071 BID DATE: 9H6/07I L MASTERS 7 -27 -2007 I I I IONS PARKWAY I I xxx DI110 DRAWN: wNM aaM :IHNIJ DSGNR: MB I SCALE:A5 NOTEP 6729 Oa8F5C�1t. ABFC50017 SHEET A 8. 114-0 A.F.F. ABOVE EXISTING SLAB 9' -3 3/4" TO FACE OF GWB. FROM EXISTING SLAB 'll 1-JATCI -IED AREA REPRESENTS EXISTING MALL BULKHEAD /CEILING TO REMAIN; G.C. SHALL PATCH AND REPAIR AS REQUIRED AT ALL STOREFRONT TIE -INS G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE VARIES ALONG CURVE 3 5/8" METAL STUD VERTICAL BRACING ALIGNED WITH HORIZONTAL MEMBERS (BEND FLANGES AT INTERSECTIONS AS REQUIRED) 3 5/8" METAL STUD FRAMING MECHANICALLY FASTENED TO EACH SIDE OF WOOD BEAMS ALONG STOREFRONT 1/2" V- GROOVE WOOD PLANKS ON 5/8" GWB f1���uuurri�airu►\\ur� r��m L -sue 1 iinuunrrrii usintwe rrianrrrerzenuniure na utrrr�irliu' lintro - Arratur aimutirr / mint ireArralsn unitmteulatutworrlj�I InIIIIATIIIIMITrrAW ❑ "4:, r__s_ as__ ar______ �r` s_ra_s_r__sr_sa_as_..n�11r ∎wW��s ∎rte ∎,∎∎r�� ∎.11∎. sa��s•r�a ∎��s�∎, ∎�r�. ∎. =. �r∎ vsar∎�s4r ∎4M•��...�s∎r�wWaM.r��l III �� \ \►LM\11 \ti \t��\ MIIMIMMIMMI "\ MIIMII \Z \\`\tM\\M\\K\\"' \\ \"i\ S r�JJIh1uuu rJlinitli(S JJ mT rJ�IflhL\rrf�JJnuI umnitWrrezma a 1 7.11rD,wrr1J+lltrnMBuMrr «JJnfMI rJ/rWnavrrr EI\n umna\r�eaminu rA mtur��lJnu ►JMm;arr 11 ..: um. ImVMIa.r— s— r 1=rs—r- -MM.UW _B'S_. ∎ IIM AIM . s ■•■■•4•a ■r calls II•W Min— 1•W a 1=r■, 1■■ AIM AS=O ' ■ WV AM 111•rsWr —Mr ∎ MrW s ■•ME1 1' -0" MIN, PROVIDE COMPLETE CLOSURE BETWEEN WOOD FLOORING AND PLYWOOD DECKING ON THE PORCH TO RESTRICT CONCEALED SLEEPER SPACES TO A MAXIMUM OF 100 SQUARE FEET — T58 -PPP IMED WOOD ' IM OVEN 5/8" PRO LE (REFER 3/4" WOOD TRIM BOARDS - SEE DETAIL D /A8.3 9' -6" GYP BD TO GYP BD OPEN TO RAMP DOOR HOLD OPEN- SEE DETAIL C /A8.3 FOR LOCATION *NOTE: ALL INTERIOR STAIR ASSEMBLIES SHALL CONTAIN A CONTINUOUS LAYER OF 5/8" GYPSUM BOARD BETWEEN TIDE STRINGERS AT THE TOP AND BOTTOM OF THE RUN F3 -DO PREFINISHED DARK OAK CASING TRIM OVER 3/4" PLYWOOD (REFER TO SHEET Al2.1) WOOD DOORS SUPPLIED BY OWNER, INSTALLED BY G.C.- SEE DOOR SCHEDULE FOR ADDITIONAL INFO 3/4" HARDWOOD FLOORING OVER 3/4" PLYWOOD OVER 9/I6" CONTINUOUS METAL DECKING GYPSUM BOARD OVER SUSPENDED METAL FRAMING AS REQUIRED 12 A.F.F. Af3OVE EXISTING SLAB PRIMED WOOD TRIM PROFILE (REFER TO Al2.2) PRIMED WOOD TRIM PROFILE 'REFER TO Al2.2) 'RIMED WOOD TRIM BOARD OVER 5/8" GYP. BD_ ON TAL STUD FRAMING STANDING SEAM ZINC ROOF PANELS 'SF -3) OVER 1x3 PANTED WOOD PERLINS 0 10 1 -3 /4" TO FACE OF GYP. FROM EXISTING SLAB ACTUAL SIZE) WOOD SEE SHEET 51.2 FOR LOCATIONS AND SPACING PROJECTED MALL-0 LEASE LINE NEW FLOORING INFILL FROM LEASE LINE TO FACE OF STOREFRONT INSTALLED BY G.G. 0 A.F.F. T.O. EXIST. SUBSTRATE OPP. SCALE 1 1/2' I'- 0' NOTE G.C. TO DRILL A 1" DIA. HOLE THROUGH RAFTERS AS REQUIRED TO RUN POWER TO SURFACE MOUNTED BOXES PRIOR TO INSTALLATION OF ROOFING MATERIALS (TYP. AT CENTERLINE OF EACH STOREFRONT COLUMN) FACE MOUNTED LIGHT FIXTLRE- P. AT EACH COLUMN. REFER TO LIGHTING PLAN AND ELECTRICAL SHEETS T50 -PP PRIMED WOOD TRIM PROFILE(REFER TO AI2.3) ALUMINUM GUTTER SECURED TO FACE OF STANDING SEAM ROOF 3' -4" CONTINUOUS BEAM- (2) 10" METAL STUDS SECURED WITH 3 5/8" METAL TRACK- REFER TO STRUCTURAL GETAILS 5/8" GYP. BD OVER METAL FRAMING CENTER LINE OF FIBERGLASS COLUMN ENCLOSURE, GC TO ORIENT SEAMS PARALLEL TO LEASE LINE, REFER TO DETAIL A/A5.3 FIBERGLASS COLUMN ENCLOSURE SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF VERTICAL SUPPORTS INSIDE COLUMN WRAP FG -2 J 3/4" WOOD FLOORIN OVER 2x4 WOOD SLEEPERS @16" O.G. OVER GONTINUUOUS LAYER OF 3/4" PLYWOOD ON 9/I6" CONTINUOUS METAL DECKING ON 2 1/2" METAL STUD JOISTS PC -2 3/4" HARDWOOD RISER OVER 3/4" PLYWOOD OVER 5/8" GYP. BD. (TYP.) 2' -7 1 /8" LEASE LINE TO FACE OF PORCH 12" 10" /A IAL I I 111 1111 II I Mil M MI I in II 1111r s0 ZIMMEIEVEVEN � �I�J7 74 3' -7 1/8" LEASE LINE TO CENTERLINE OF COLUMNS -4 1 /2" GYP. BD. it GYP. BD. 1' -0 3/4" STOREFRONT SECTION @ ENTRY DOORS 3 5/8" DIAGONAL METAL STUD BRACING FOR LATERAL STABILITY OPP. .- - - , 7- .. a�����. �t"� a�tt` . a�∎'` t a�• - L�. a ti����.a` a�����. a� a�����. a`�� - �'�t` - matt`. • a�� - `,�. ti��� - _�� . � a���t — `��'t ' - 1s z1 a���t`��II ��`����� /,, -- - -- III -�1 T2 -PP PRIMED TRIM PROFILE (REFER TO SHEET Al2.2) T9 -PP PRIMED TRIM PROFILE I m OPP. (REFER TO SHEET Al2.2) 4 9' -3 3/4" TO FACE OF GYP. BD. FROM EXISTING SLAB T17 -PP PRIMED TRIM BOARD (REFER TO SHEET AI2.2) 6' -0 3/8" GYP. BD. TO GYP. SD. 13' -9" LEASE LINE TO FACE OF GYP. BD. TI2 -PP PRIMED WOOD TRIM PROFILE (REFER TO Al2.2A) T47 --PP PRIMED TRIM BOARD OVER 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING AT 16" O.C. CROWN ASSEMBLY (REFER TO DETAIL C /Al2.1) 3/4" MDO OVER 5/8" GYP. 8D. ON 3 5/8" METAL STUD FRAMING AT 16" D.G. SF -2 THIN -BRICK WALL FINISH PAINTED WALL BRACKET- (TYP. AT 2 LOCATIONS ON EACH SIDE OF STAIRS) PRE -FIN DARK OAK HANDRAIL WITH PAINTED STEEL VERTICAL SUPPORTS - SEE DETAIL C/A11.4 FOR ADDITIONAL INFO 3/4 DARK OAK HARDWOOD RISER (FC -2) OVER 1/2" PLYWOOD (TYP. OF 2 THIS LOCATION) 3/4" DARK OAK HARDWOOD TREAD (FG -12) OVER 3/4" PLYWOOD OVER 3 5/5" METAL STUD FRAMING @ 12" O.G. 7' -10 7/8" PLY @ RISER TO PLY@ RISER 0 3 5/8" DIAGONAL METAL STUD BRACING @ 32" O.C. SECURED TO STRUCTURE ABOVE I'_I" PLY @ RISER TO PLY @ RISER 3 5/8" METAL STUD FRAMING @ 16" O.C. SECURED TO STRUCTURE ABOVE; DO NOT SECURE TO DECK 5/8" GYP. SD. OVER METAL STUD FRAMING. EXTEND TO DECK TI -PP PRIMED WOOD TRIM BEYOND (REFER TO SHEET Al2.2) 1/2" V- GROOVE WOOD PLANKS (PAINTED) OVER 5/5" GYP SD. ON SUSPENDED FRAMING AS INDICATED I ' -1 1/4" G.G. TO INSTALL SF -2 THIN BRICK CONTINUOUS BEYOND RISERS TO FINISHED FACE OF PORCH DECK NOTE SEE STRUCTURAL DRAWINGS FOR ALL PLATFORM /KNEE WALL DETAILS AND SPECS OPP. 8' -5' AFV TO V- GROOVE CEILING Fl -DO PREFINISHED DARK OAK CASING (REFER TO SHEET Al2.I) DARK OAK DOOR CASING ROUTED GROOVE IN BLOCKING FOR 'SENSORMATIC' CABLE 5/8" GxB_SD REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDING DIVISION 3/4' WOOD TRIM BOARDS - SEE DETAIL D /A8.3 RECEIVED CITY OF TUKWILA NCR/ 2 8 2607 PL - tMvll 1" CENTER E EXISTI SLAB NEW SHEET ISSUED EXISTING SLAB TO WOOD BEAMS ALUMINUM GUTTER SECURED TO FACE OF STANDING SEAM ROOF G.G. TO DRILL A 1" DIA. HOLE THROUGH RAFTERS AS REQUIRED TO RUN POWER TO SURFACE MOUNTED BOXES PRIOR TO INSTALLATION OF ROOFING MATERIALS (TYP. AT CENTERLINE OF EACH STOREFRONT COLUMN) 3 5/8" METAL STUD FRAMING @ 16" O.C. SECUR TO STRUCTURE ABOVE; NOT TO DECK 3 5/8" DIAGONAL METAL STUD BRACING @ 32" O.G. SECURED TO STRUCTURE ABOVE 3 5/8" DIAGONAL METAL STUD BRACING FOR LATERAL STABILITY 3 5/8" METAL STUD VERTICAL BRACING ALIGNED WITH HORIZONTAL MEMBERS (BEND FLANGES AT INTERSECTIONS AS REQUIRED) T9 -PP PRIMED WOOD TRIM PROFILE (REFER TO SHEET Al2.2) T4q -PP PRIMED TRIM BOARD (REFER TO SHEET Al2.3) T12 -PP PRIMED WOOD TRIM PROFILE (REFER TO SHEET Al2.2) NON - COMBUSTIBLE BLOCKING FOR DRAPERY HARDWARE CONTINUOUS BEAM- (2) 3 5/8" METAL STUDS SECURED WITHIN 3 5/8" METAL TRACKS AS SHOWN 3/4" DARK OAK FLOORING (FG -12) OVER CONTINUUOUS LAYER OF 3/4" FRT PLYWOOD OVER 2x4 FRT WOOD SLEEPERS @16" O.G. ON q/16" CONTINUOUS METAL DECKING ON METAL STUD KNEEWALL _ rrtypin!\l attiJrni\11r 1 1 ALIGN FLOOR FINISH TRANSITION AT CENT LINE OF DOOR (TRANSITION SHALL NOT BE VISIBLE FROM EITHER SIDE) rrr�J. ultl .11111�>Jninrnrr /lam rI iiAll ∎w arrnrltrrrerema WnuTre ri inunirrear / 1111111 1nff /MTrrarp_MC�r111u 11 l)rlo111111 /.111U111111 lJ 11 e_ PIM 1111111111111111111.111111111111 11111, Bill 5/8" GYP. BD. ON SUSPENDED FRAMING AS INDICATED RAMP NOTE RAMP SECTION OCCURS AT TINE OPPOSITE SIDE OF ENTRANCE DOORS AND 15 SHOWN FOR REFERENCE ONLY. SEE STOREFRONT PLAN DRAWING A6.2 FOR ACTUAL LOCATION OF STOREFRONT RAMP H1 -DO PREFINISI -IED DARK OAK TOP RAIL -SEE DETAIL C- 2/A11.4 FOR ADDITIONAL INFO. 2x4 BLOCKING FOR RAMP HANDRAIL (TYP.) 3/4" WOOD FLOORING OVER 3/4' FRT PLYWOOD ON q/16" METAL DECKING ON METAL STUD FRAMING 1 Illn tTr/ ,a!a1mutrrJ /JJl1�1filrr�Ag.som umrrI\ unurl /J.vwnmT «�JJ111TIIIRr ///a - u,i O\ tr! G.C. TO COORDINATE STOREFRONT CONNECTION TO MALL CONSTRUCTION WITH MALL REPRESENTATIVE 14' -0' A.F.F. ABOVE EXISTING SLAB 5/8" GYPSUM BOARD OVER SUSPENDED METAL FRAMING AS REQUIRED — 5/8" GYPSUM BOARD OVER METAL FRAMING AS REQUIRED *NOTE: GYP BOARD SOFFIT SHALL RETURN TO FACE OF STOREFRONT GYP. BOARD AT ADJACENT ASSEMBLIES (BEYOND EXTENTS OF PORCH ROOF). 12' -0' A.F.F. ABOVE EXISTING SLAB Tq -PP PRIMED WOOD TRIM PROFILE (REFER TO Al2.2) T12 -PP PRIMED WOOD TRIM PROFILE OVER T47 -PP PRIMED HARDWOOD TRIM PROFILE (REFER TO Al2.2 AND Al2.3) STANDING SEAM ZINC ROOF PANELS (SF -1) OVER 1x3 WOOD PERLINS 10 -5 1/4' TO FACE OF GYP. BD. FROM EXISTING SLAB 3" x 6" (ACTUAL SIZE) PAINTED WOOD BEAMS- SEE 51.2 FOR LOCATIONS AND SPACING (3 ) 9' -3 3/4" TO FACE OF GYP. BD. FROM EXISTING SLAB T50 PAINTED WOOD TRIM, REFER TO SHEET Al2.3 CONTINUOUS BEAM- (2) 10" METAL STUDS SECURED WITH 3 5/8" METAL TRACK- REFER TO STRUCTURAL DETAIL 5/8" G.W.B. OVER METAL FRAMING AS REQUIRED CENTER LINE OF FIBERGLASS COLUMN ENCLOSURE, GC TO ORIENT SEAMS PARALLEL TO LEASE LINE- REFER TO DETAIL A/A8_3 PAINTED STEEL GUARDRAIL ASSEMBLY WITH DARK OAK CAP - SEE A/AI1.4 FOR ADDITIONAL INFO FIBERGLASS COLUMN ENCLOSURE SEE 1 STRUCTURAL DRAWINGS FOR LOCATIONS OF VERTICAL SUPPORTS INSIDE COLUMN WRAP PAINT PLYWOOD AND SLEEPERS BELOW FLOOR DECKING FLAT BLACK 3/4" WOOD FLOORING OVER 2x4 FRT WOOD SLEEPERS @I6" O.C. OVER CONTINUUOUS LAYER OF 3/4 FRT PLYWOOD ON q /16" CONTINUOUS METAL DECKING ON METAL STUD KNEEWALL PAINT PLYWOOD BENEATH FLOOR DECKING FLAT BLACK 1 FC -2 1[3/4" WOOD FLOORING OVER 2x4 FRT WOOD SLEEPERS @16" O.C. OVER FRT PLYWOOD AS REQUIRED OVER q/16" CONTINUOUS METAL DECKING ON 2 I /2" METAL STUD JOISTS 1 FC -2 ( 3/4" HARDWOOD RISER OVER 3/4" FRT PLYWOOD OVER 5/8" GYP. P. (TYP.) NEW FLOORING INFILL FROM LEASE LINE TO FACE OF STOREFRONT INSTALLED BY G.G. 1-1ATCI -IED AREA REPRESENTS EXISTING MALL BULKHEAD /CEILING TO REMAIN; G.G. SHALL PATCH AND REPAIR AS REQUIRED AT ALL STOREFRONT TIE -INS 15' -0" A.F.F. ABOVE EXISTING SLAB VARIES ALONG C SURFACE MOUNTED LIGHT !FIXTURE- TYP. AT EACH ( COLUMN. REFER TO LIGHTING PLAN AND ELECTRICAL SHEETS 3' -4" GYP. BD. TO FACE OF BEAM 2' -7 I/8" LEASE LINE TO FACE OF PORCH 3' 7 1/8" LEAS LINE TO CENT LINE OF C LUMNS i RISER NOTE PORCH RISERS ON BOTH SIDES OF ENTRANCE RISER MAY NOT MATCH THE RISER HEIGHT OF THE ENTRANCE RISER (DUE TO VARIED MALL FLOORING CONDITIONS AND CODE REQUIREMENTS) SURFACE MOUNTED LIGHT FIXTURE - REFER TO DETAIL C /A8.6, LIGHTING PLAN AND ELECTRICAL 51-IEETS (TYP. AT 4 LOCATIONS) PROVIDE COMPLETE CLOSURE BETWEEN WOOD FLOORING AND PLYWOOD DECKING ON THE PORCH TO RESTRICT CONCEALED SLEEPER SPACES TO A MAXIMUM OF 100 SQUARE FEET 1/2' V- GROOVE WOOD PLANKS GYP. BD. ON 3 5/8" METAL STUDS T17 -PP PRIMED TRIM BOARD (REFER TO SHEET AI2.2) - 3/8" GYP. BD. TO GYP. BD. T14 -PP PRIMED TRIM PROFILE (REFER TO SHEET Al2.2) F3 -PP PRIMED CASING TRIM (REFER TO SHEET Al2.1) SHUTTERS SUPPLIED BY OWNER, INSTALLED BY G.C.- SEE DOOR SCHEDULE FOR ADDITIONAL INFO WOOD /GLASS DOORS SUPPLIED BY OWNER, INSTALLED BY G.C.- SEE DOOR SCHEDULE FOR ADDITIONAL INFO DARK OAK GUARD RAIL 1-12 -DO ROUTED BY MILLWORKER TO HOUSE CONTINUOUS 1/4 "H x 3/4 "N STEEL TUBE (DASHED LINE)- REFER TO DETAIL G- 5/A11.4 AND TRIM PROFILES ON Al2.2 FOR ADDITIONAL INFO 8' -6" GYP. BD. TO GYP. BD. 5/8" GYP. BD. OVER METAL STUD FRAMING. EXTEND TO DECK STEEL ANGLE- REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFO j, 4 7/8"/ 3 5/8" METAL FRAMING AT A SLOPE OF 1:12- SEE STRUCTURAL DETAILS FOR ADDITIONAL INFO 8' -5 1/2 A.F.F. CEILING PLAN REVI EWE FOR CODE COMPLIANCE APPROVED City Of Tukwila BUILDING DIVISION SEE A5.1 FOR FLOOR FINISH SPECS AND DETAILS FOR THIS AREA RECEIVED CITY OF TUKWILA +'Iv 2 R PthMII CENTER pEE STRUCTURAL DRAWINGS FOR ALL PLATFORM/KNEE WALL DETAILS AND SPECS z 0 0 W 1 z 0 cc L W cc 0 1- ABFC50017 SHEET REGISTERED ARCHITECT TYP. TRIM SPACING AT EACH BAY 5 -10 1/2" (TYP. OF EACH BAY) 5/8" GYP. BOARD TO BE INSTALLED CONTINUOUSLY ON BACK SIDE OF MALL BULKHEAD TO DECK ABOVE CONCEPT 5 , „ ■ Z 15 A.F.F. WATCHED AREA REPRESENTS EXISTING MALL BULKHEAD AND CEILING CONDITIONS TO REMAIN - G.C. SHALL PATCH AND REPAIR AS REQUIRED AT ALL STOREFRONT TIE a -' 8TM OF MALL CLNG -INS :. - .;__. _._ _ ._ .�_•, �.. -." 1/2" x 1/2" BLACK METAL s REVEAL I I _ 4. z. Z. 5/8" GYP. BOARD ON METAL STUD FRAMING SECURED TO STRUCTURE ABOVE 1 1/2 5/ t / 3'/ 9 3/8 ",L / / 5/8 / 7 7/ I/4" / / 7 1/4' ,G 5/8 ill 3/8" 7/ f31/ /-1 I 1/2" P -7A P -813 " 5/8" AND < '= :. _ I I G.W.B. PANEL TRIM - PAINT P -7A 1/2" 4" PAINTED V- GROOVE = \ Q a W 13-1 I- I 11 i • lI � + BD. ON FRAMING PLAN x CEILING (GLNG -1)- PAINT P -15 II u I/2 X 3 APPLIED TRIM 5/8" GYP. SUSPENDED VARIES- SEE CEILING Q _ \ �.: L BOARD- TYP U.N.O. SHOWN 1- IATC -IED)- TRIM TO BE BUTT JOINTED ASS INDICATED- PAINT P -7A EXTENT OF T2 -PP TRIM PROFILE PAINT P -7A IGA SIN 5 G ION LINE IND TE TER E T CD z a 0 Lit a liar - -- . :: :: - 1 -6" I :.::. : :_- "•• :� -- I I_ 6 n -_:- = : ":- ::" MALL LEASE LINE - \ y - _ - ''::•:j::- ::- .. - .7.- -• : . %- .::: ::.- :-... --- i WOOD PLANK PLYWOOD 'I n } 5/8 SIDING ON I/2" SHEATHING BD. OVER 3 5/8 n A 2 H a �;.::• I :_ _: GYP. METAL FRAMING + +� � + Q Q £ £ Q Q E E _ \ - -: �-:`"• `� "_�- "••_• "` "•`- "•`- "•••� "•`•" NEW FLOORING IN ILL R G F FROM LEASE LINE TO FACE OF STOREFRONT I INSTALLED BY G.G. H � W / �� / ::: / f OF V- GROOVE CEILING AND SLOPED ROOF PLAN- REFER TO STOREFRONT SECTIONS FOR DETAILS \ _ .w ...r r . I 1 EXTENT OF FIBERGLASS COLUMN CAPITAL- SHOWN DASHED FOR CLARITY PAINT UNDERSIDE OF STANDING B SECTION @ MALL B SCALE 1 I/2' = 1'- 0' EAD OPEN I 1 SEAM ROOF, RAFTERS, AND PERLINS P -SB 3" 6" SIZE) WOOD BOX APPROVED PANEL (FASTENED MIN FASTENER) 11_2016 DMI TWO BUTYL END OF PANEL AND INJECT RIDGE/HIP IL2016 24 GA. GALV. 0_ _j REVISION DIRECTIVE KEY Q.C.- QENERAI. CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE L x (ACTUAL RAFTERS- REFER TO STRUCTURAL DRAWINGS FOR SPACING — — — — — — — 8.6 — — — \ 1 DMI PANEL SYSTEM PANEL CLIP 30 O.C. MAX (FASTENED WITH 2 #10 -13 GP PANCAKE HEAD FASTENER) — — /� 0 � FOUR 410 -13 GP PANCAKE HEAD FASTENERS P£R PANEL MIN. 4 ∎•∎ I SEALANT IN CORNERS CLIP 30" O.C. MAX WITH 2 #10 -13 X 1" GP PANCAKE HEAD INJECT APPROVED SEALANT BETWEEN PANEL LEG AND Z CLOSURE -ZEE CLOSURE POP RIVET 12" D.G. SELF ADHERED UNDERLAYMENT #10 -13 GP PANCAKE HEAD — 1 FASTENER STAGGERED 6" O.C. INJECT W I O REVISIONS: I e 11 SELF ADHERED UNDERLAYMENT VERTICAL AL L „ 11 �� 1/4 BOLT NUT @ 24 O.G. ■ ��\ 24 GA. GALV. PANEL SYSTEM CONTINUOUS ROWS OF TAPE �: 3x6 RAFTER 1x3 WOOD PERLINS PLANKING 0 LINE OF ALUMINUM GUTTER OVERHANG 1x3 WO( ' PLANKING D PERLINS al 1- (G5) - GUTTER m STRAP @ 24" O.C. \ - 2x6 RAFTERS TWO CONTINUOUS ROWS OF TAPE ISSUE DATE: PERMIT DATE: 9h6/07I I LANDLORD DATE: 9/14/071 BID DATE: 9H6/07I MASTERS 7 -27 -2007 (GU) - 7 1/2" HALF ROUND GUTTER W/ 7 1/2" ROOF FLANGE (DR) - DROP (IDS) - 3" DOWNSPOUT AT EXTERIOR LOCATIONS ONLY A ENLARGED PORCH REFLECTED CEILING PLAN SCALE 3 /4' =1' - ® ROOF HIP DETAIL SCALE 3' =1' -0" •_ PORCH EAVE DETAIL SCALE 3' =1' -0' #I0 GP PANCAKE NE. 0 II " STEEL ANGLE - REFER TO STRUCTURAL PLANS FOR DETAILS 1/2" V- GROOVE WOOD PLANKS OVER 5/8" GYP. BD. OVER METAL STUD FRAMING CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 w �NH� -13 WOOD - ING FASTENERS @ 12 0 . REV E E CODE COMPLIANCE APPROVED DEC 2 8 2007 1/2" V- GROOVE WOOD PLANKS OVER ( R G) - RAT GUA • SELF ADHERED UNDERLAY A . INTO WOOD SHE• WING (IF GYPSUM/MET WALL US SCRE ' 1/2 " 1/2 V- GROOVE CEILING OVER 5/8" GYP. BD. ON 7"—•-)4. /4 SUSPENDED FRAMING AS REQUIRED - :- ° - "r7 . ' . ---'-- - - - -- : - " --• -;-,' . DRAWN: WNM NOTE: CONTRACTOR TO I „zn L 01 9 " UP WALL 6" MIN.) " "�t;T � (EXTEND ... J �j� T � � � 5/8" GYP. BD. OVER METAL STUD I' -4 1/2" city cy Tukwila VERIFY RAKE WALL SUBSTRATE I FRAMING / r- IL2016 24 GA. GALV_ DMI PANEL SYSTEM y J k'�1 II �:1. 3 1 I�_0u 3° T2 -PP PRIMED WOOD TRIM PROFILE (REFER TO Al2.2) 3 3 n ± ± II ,=-; ,�• T50 -PP PRIMED WOOD TRIM BOARD / / dOM 40:11.1 Ij TURN UP 2" - LAST 5/8 METAL T9 -PP PRIMED WOOD TRIM PROFILE (REFER TO Al2.2) " II GWB ON 3 5/8 ........m..� WOOD PLANKING PANEL ON EACH RETURN ` = ; ± k : ����Wrsr� - -.� ' -, �• •' "' .•.•.• -. - '...:.: •., • - ..::....:. .• ... ..- - COUS ROW OF A r �r.�..� ING 1 � i i STUD FRAMING T44 PP ; 3 4OOD TRIM BAND ) i fif _ I T2 -PP PRIMED WOOD TRIM - SEE DETAILS ON SHEET Al2.2 -• T2 PP PRIMED WOOD TRIM SEE DETAIL O 5HEET Al2.2 Tq -PP PRIMED WOOD TRIM- SEE DETAILS ON SHEET Al22 . ORCH I 1 Tq -PP PRIMED WOOD TRIM - SEE DETAILS ON SHEET Al2.2 �i- -=-- - - -�1� . :. I I I����� L ' .0% ", � ; %; I, �' dt DSGNR: Ms I BLOCKING J . 1 IIJ RAKE WALL DETAIL SCALES =1 -0' SECTION ©a PORCH COFFERS SCALE =1 ^ L ; . : : 1 � ��� T12 -PP PRIMED WOOD TRIM- T12 -PP PRIMED WOOD TRIM- SEE DETAILS ON SHEET AI2.2 i. '/ iiri ' = " -14 14N14 FASTENED INT • PANEL CLIP (FASTENED 1" MIN GP 30" O.G. MAX PANEL CLIP 30" O.G. MAX WITH 2 #10-13 X (FASTENED WITH 2 #10 -13 X 1" MIN PANCAKE HEAD GP PANCAKE HEAD FASTENER) T47 -PP PRIMED WOOD BOARD OVER 5/8" GYP. BD. OVER ;1_ rn m �* SEE DETAILS ON SHEET Al2.2 T47 -PP PRIMED WOOD BOARD I SCALE:AS NOTED _ - ■ - OVER 5/8" GYP. BD. OVER STUD FRAMING METAL FRAMING CH STUD " ` • POP RIVET 12" .C. FASTENER) 1' -0" D.G. (TYP.) 1 (ZC) CLOSURE INJ '- APPROVED CONTINUOUS BEAM- (2) 10" METAL STUDS SECURED WITH (AP) - A •N 1' -1 1/2" WOOD CROWN ASSEMBLY- SEE \ -, in DETAIL C/Al2.1 —:-- • LANT EN P STANDINSl=AM 3 5/8" METAL TRACK LEG AND UE P CEIVED ; SELF • €f:ANEL 79 GIS RE STANDINSEAM I ?.��a.� r " � s ��" °I r " g ' 11110011 I T5 -P P PRIMED WOOD TRIM - SEE DETAILS ON SHEET Al2.3 1 FOUR #10 -13 GP PANCAKE 1 1 '�- / FASTENERS PER PANEL MI;` ��, " `. PANEL CLIP 30 O . ` MAX (FASTENED WITH ! , l .r ' D. 01......:55 / ` ` a TWO CONTINUOUS ROWS ' #10 -13 GP PANCAKE HEAD FASTENER) Piii OF BUTYL TAPE 2x6 WOOD RAFTER , ABFC50017 W ••` PLANKING . - SHEET PORCH APRON DETAIL SCALE 3' = 1'- 0" STANDING SEAM ROOF DETAIL fi SCALE: FULL STOOP SOFFIT SECTION 3' _ I SCALE 1 0" L COLUMN SECTION '^ " SCALE 3' ¢ 1 0 8.6% 3/4" NON- COMBUSTIBLE WOOD BLOCKING " PION NON-COMBUSTIBLE 5/8" PAINTED GYP. HOARD ON CEILING GRID STRUCTURE WOOD CO -F + N"'"••..........1 1/2" WOOD PLANK CEILING OVER ` 5 /16 �� ::; 2 1/2" ON CEILING GRID STRUCTURE -F 7 v /1- LNGRID STRUCTURE 6 " co "' Lo - - co al c `� co • S' 1/2' A.F.F BD.) = % 1 i/2 . __ . - _ -- ,. ; -3 (TO GYP 8' A.F.F. Mik co q -q 1/2 A.F.F. (TO GYP. BD.) �,- i �,.. -3" m 1. �o ' `" ,u_� ... ;,. {...; -r. ,, -- .. .._ - . :._ �.,.. ,.- " = " -- - - -' M1 1/2" V- GROOVE WOOD PLANKS OVER 5/8" GYP. 8D. ON SUSPENDED FRAMING T6 -PP PRIMED WOOD I� ) .4 %11166,_ - ,i - c� m In L► . '"7 ,- T11 -PP PRIMED WOOD TRIM- SEE DETAIL ON SHEET Al2.2 ti r T16 -PP PRIMED WOOD TRIM- SEE } DETAIL ON SHEET Al2.2 T11-PP PRIMED WOOD TRIM- SEE DETAIL ON SHEET Al2.2 5/S" GYP. BD. ON 3 5/6" TAL ME STUD FRAMING (SPACING OF 'e STUDS VARIES- USE TIGHTER SPACING AT ENDS OF ELLIPSE) m �� `( � \ T11 -PP PRIMED WOOD TRIM- SEE - N c - ' I DETAIL ON SHEET Al2.2 \ - q' --1" A.F.F. PERIMETER TRIM T35 -•PP PRIMED WOOD TO FINISHED CEILING . m T6 -PP PRIMED WOOD CEILING TRIM- SEE DETAIL ON Al2.2 T16 -PP PRIMED WOOD TRIM- SEE DETAIL ON SHEET AI2.2 T11 -DO PREFINISHED DARK OAK WOOD TRIM- SEE DETAIL ON SI -IEFT Al2.2 PERIMETER TRIM LINE OF T10 -PP PRIMED WOOD T51 3/4" PP PRIMED WOOD TRIM OVER 3/4 WOOD BLOCKING Tit -PP PRIMED WOOD TRIM- SEE DETAIL ON SHEET AI2.2 TI6 - DO PREFINISHED DARK OAK WOOD TRIM- SEE DETAIL ON SHEET Al2.2 BATTEN BEYOND T13 -PP PRIMED WOOD TRIM BOARD- SEE DETAIL ON SHEET Al2.2 Tit -DO PRE FINISHED DARK OAK WOOD _ TRIM- SEE DETAIL ON SHEET Al2.2 T13 -PP PRIMED WOOD TRIM- SISEE DEi' RI ON SH1=ET Al2.2 5/8" GYP. BOARD OVER 3 5/8" 5/8" GWB ON 3 5/8" METAL r = 3/8" ROUGH WOOD PANELS OVER METAL STUD FRAMING @ 16" O.G. �' STUDS @ 16 O.G_ 1 � • i 1 : 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING @ 16" O.C. - 9 • =� "`� = Y NOTE! ALL GYP. BD WALL SURFACES IN SALES #6� ARE TO BE FURNISHED WITH A 'LEVEL 5 FINISH _ ) 5/8" GWB ON 3 5/8" METAL " � STUDS @ 16 O.G T15 PRIMED WOOD TRIM BOARD- TI5 -PP PRIMED WOOD TRIM - SEE DETAIL ON SHEET Al2.2 `- -PP SEE DETAIL ON SHEET Al2.2 T 5 DO PREFINISHED DARK OAK CSA ASE- SEE DETAIL ON WOD 22-PP PRIMED WOOD BASE SHEET r- _.��. 1- OVER 3/4" WOOD BLOCKING = • T22 -PP PRIMED WOOD BASE 51 -PP PRIMED WOOD BASE OVER 3/4" WOOD BLOCKING _ T---. r- :� 51-PP PRIMED WOOD BASE _ REFER TO FINISH PLAN FOR FLOOR FINISH REFER TO FINISH PLAN FOR FLOOR FINISH 11rw■r■I $1 -PP PRIMED WOOD BASE OVER 3/.4 „ WOOD BLOCKING NOTE: ALL GYP. BD WALL NOTE: ALL GYP. BD WALL SURFACES IN SALES #7, SALES AND SALES #9 ARE TO BE FURNISHED WITH A 'LEVEL 5' FINI 51-I 5/841 3/4 5/8 SURFACES IN SALES #5 ARE TO ' ' SE FURNISHED WITH A LEVEL 5' S/8” /8" 5/8" 5/8''' 5/8 3/8" 5 /$ I� /4 u FINISH 5/8 /4" / 5/8� /4" - A WALL SECTION @ VESTIBULE SCALE: 1 1/2' 0 1' -0' B WALL SECTION@ SALES*I,#Z*&U SCALE: 1 1/2 + I' -0' C WALL SECTION @ SALES #5 SCALE: 1 1/2" 0 1' -0' D WALL SECTION @ SALES #6 SCALE: 11/2' 0 1' -0' E WALL SECTION @ SALES #7, #8, ,r... SCALE: 1 1/2' F 1' -0' 1/2" - ., " 5/8" PAINTED GYP. BOARD ON CEILING GRID STRUCTURE ti . -' _ • - ; T�c~S ;j 121/2 ti= r „ • : _. - ......... x - . . . . . _.� _ 11'_1" A.F.F. �} 11 -6" A.F.F. ii- \ U.N.O. ■ TO AND � 4 IFIWA:..i hilkti \ PREFINISHED CERUSED OAK CROWN ASSEMBLY- SEE DETAIL D /AI2.1 G.C. PROVIDE INSTALL 2X4 F.R.T. WOOD BLOCKING AS REQUIRED • - u WALL COVERING (SF -4) ON 5/8 —� GYP_ BOARD OVER 3 5/S METAL %, � ,�,,,,,,�j REVIEWED FO CODE COMPLIANCE APPROVED DEC 2 8 2007 . STUD FRAMING @ 16 O.G. r + : , : '..;.:-.::=,.. _ 3u /2' 3 AND 1/2" N TALL SOLI WOOD BLOCKING AS REQUIRED 4 11114 B2 -CO PREFINISHED CERUSED OAK BASE TRIM- SEE DETAIL ON SHEET Al2.1 IMIIIIIINI®1II11NQ71RI1[IfAI1 ITIFE IIKOM IRIE.1111111®1181�®E City Of Tukwila B ILDIN DIVISION NOTE: ALL MATERIALS TO BE PAINT ./ RECEIVED C ITY OF TUKVV1LA PEH1VI GRADE PRIMED, SENT LOOSE AND LONG FOR FIELD INSTALLATION I 5/8' 5/S /4" WALL SECTION @SALES #12B SCALE: 1 1/2' = 1' -43' OPEN TBD MARKETING LEDGE DETAIL SCALE: 6' ». 1' -0' OPEN TBD 3/8" ROUGH OVER BD. FROM 6" ABOVE LINE OF LINE OF METAL CLIP FASTENERS SECURE •F MALL REFER PLAN' GWB COLUMN TO RECEIVE BEADS- TO MAKE T6 -PP PRIMED WOOD PERIMETER TRIM T35 -PP PRIMED WOOD PERIMETER TRIM (1) LAYER GWB FROM 6" ABOVE LINE OF CROWN LINE OF BASE METAL STUDS CLIP FASTENERS, SECURE TO 5/8" TYPE 'X' FLOOR SLAB TO CERUSED OAK FINISHED CEILING GROW ASS. D /Al2.1 T16 -PP PRIMED WOOD CROWN (1) LAYER 5/8" TYPE 'X' GWB FROM FLOOR SLAB TO T11 -PP PRIMED WOOD GROWN (1) LAY GWB 6" ABOVE LINE LINE METAL CLIP SECURE T16 -DO 1-IARD ••D 1 5/8" TYPE 'X' CROWN FRO FLOOR SLAB TO !SHED CEILING T11 -DOH • 'DWOOD T16 -CO (1) LAYER 5/8" TYPE 'X' CROWN GWB FROM FLOOR SLAB TO 6" ABOVE FINISHED CEILING T11 - GO HARDWOOD HARDWOOD 6" ABOVE FINISHED CEILING ASSEMBLY CROWN •SSEMBLY CROWN I I TRIM ABOVE LINE OF GROWN TRIM ABOVE : OF CROWN ' RIM ABOVE LINE OF CROWN TRIM ABOVE MW— IIIIr WOOD PANELING 5/8" TYPE 'X' GYP. FLOOR SLAB TO I BELOW LINE OF BASE BELOW OF BASE BELO LINE OF BASE BELOW OR METAL COLUMN METAL STUDS OR METAL CLIP FASTENERS, STUDS OR METAL FASTENERS, TO COLUMN METAL STUDS OR METAL CLIP FASTENERS, FINISHED CEILING GROWN TRIM ABOVE . SECURE TO COLUMN SECURE TO COLUMN i -1 DARK OAK VENEER T -13 -DO I- IRDWOOD 0 CERUSED T- 13-CO HARDWOOD F AI LS/ST I LES BASE BELOW STUDS OR METAL T -lOF 5/8" GYP. SD. T-13-CO GO HARDWOOD: 0 . 4 ^v_33`x o-.. �- t3wtifµ� :wr;•vr,� z _ .1. �k fi A. ;f•• - �w..m.•aa.�� ..; �ca � _,, f n `.n.L='�.+tit ; r' x4>'-�," , ,'L - -.z@+ }. s7 . y ,J}^-- �;� '° k--... aa3,.. !- Fig zr.-. s�ti y 1 ' TRIM r RAILS /STILES ..,=; ;ti � n f � L I!JI RAILS /STILES n f u TO COLUMN MALL STRUCTURAL REFER TO PLAN' FOR 5/8" GYP. T13 -DO CORNER AND RAILS 1ec G`'anS� �a2 x sgr >..t � wv MALL REFER ;R:::APE VENEERED T13 -DO AND ri".. =',17 _ :a.7.7,--40e:,--.41'041•Wil t. � - s'L 4 ,--.: - :I.- ui�9,..,^ti a r a LM_ 5� AMMM «=r^f^_ m1 k �+r ^£h 4n�q u w s� 4w ti �F� :fit 5 t : a� + _..M; w oa ,�� w�:, �' MEMEMINUMMML 1 I i t ARCH' ECT sstoo Soefsehlag 57A I ETON I�,� , --::- - COLUMN- CONSTRUCTION __ L______ MALL STRUCTURAL COLUMN- REFER TO 'CONSTRUCTION ________� STRUCTURAL COLUMN- TO CONSTRUCTION __ ___ ____M___J MALL STRUCTURAL COLUMN - REFER TO CONSTRUCTION L J SHAPE PN' FOR APE CERUSED OAK PLAN' FOR SHAPE STRUCTURAL COLUMN- 'CONSTRUCTION GWB COLUMN ENCLOSURES BD. 52 PREFINISHED TO RECEIVE METAL CORNER T22 -PP PRIMED WOOD TRIM BEADS- SPACKLE $ SAND TO MAKE SMOOTH (TYP.) PANEL T22 -DO HARDWOOD TRIM CORNER STILES VENEERED PANEL T22 -G0 HARDWOOD TRIM TI3 -DO CORNER STILES AND 151 -00 TO 82 -PP PRIMED WOOD BASE TRIM- SEE -CO CERUSED OAK BASE ST! LES TRIM FOR SHAPE DETAIL ON SHEET Al2.1 ENCLOSURES METAL CORNER SPACKLE * SAND SMOOTH 131 -PP PRIMED WOOD BASE PLAN ELEVATION 131-DO (TYP -) , RAILS (TYP.) HARDWOOD BASE PLAN ELEVATION RAILS (TYP.) HARDWOOD BASE PLAN — ELEVATION (TYP. ) PLAN ELEVATION ABFC50017 SHEET K COLUMN DETAIL © SALES #1- #4 SCALE: 1 1/2' 0 l' -0' � COLUMN DETAIL @ LIBRARY ,: SCALE: 1 1/2" 0 1' -0' M COLUMN DETAIL @ SALES #549 SCALE: 1 1/2' 0 1 COLUMN DETAIL © LIVING ROO ' SCALE: 1 1/2' = 1'--0 P COLUMN DETAIL @ CASHROGM SCALE: 1 1/2' III 1' -0" & DRESSING R M ALCOVE A9.1 s s - J^ 9' -9' A.F.F INCEPT 5 Aur 0 z 0 i_ ■ L 8' ^_ -3" A.F.F. ` -� z f ��l���J .r- . 'I \ - i I / / i /// / i ' f I / I I + + L + + r __ - -- FINSHED CEILING ROOMS BEYOND s. • ... ' ; I i ALL ING COONENTS T BE iIi1 G _ - -� ~~ = - _ -' -~ - �..... - `•.. �r m tr \ O z u7 u o ~ A SSEMBLY- 1/2" DARK OAK (GLNG -3) VG DARK OAK GROWN SEE DETAIL A /AI2.1 T6 -PP PRIMED WOOD PERIMETER TRIM SEE SWEET Al2.2 n om-, ��' 2 1/2 co Q •Lwarsairo • .... • i f : '<~ .`. ; 1 to,. ` `. i ` • +� ��:: �`` • ■ i , ; ' �� ~� `. � �� ._ � � �`` � � :' ♦ A iri 41. • A l � _ .1 . 4! � - .. _ �� .� \` \ \ ` ■ ■ \ \\ \ \ o m 13T11 OF CASING 4° 1 -6 T.O. FINISHED w 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.G. - IIMII .: \ S' -3" A.F.F. � ∎�J��� =r 4 b. O VER 5/ GYP. .. .. _ 11 If- 'NIW 01 'd1L -II -' iT /E 9 D. ON SUSPENDEDOFRAM N S ° G T35 -PP PRIMED WOOD PERIMETER TRIM SHEET Al2.2 -SEE gib 7 -8 3/4 A.F.F. F1 -DO PREFINISHlD DARK OAK W GAS TRIM- SE WOOD CASING T M E DETAILS ON SHEET Al2.1 VESTIBULE S ULE .: :: .._.n :. TO FACE OF GYP. P. FI -PP PRIMED WOOD CASING TRIM- • \ — �� SEE DETAILS ON SHEET Al2.1 3/5" ROUGH WOOD PANEL OVER 5/6" GYP. BD. OVER 3 5/6" METAL STUD FRAMING ALIGN WOOD PLANKS FLUSI -I WITH CASING 5" 1/2 THICK x 5 WIDE DARK OAK SH ry q ) �• WO OD PLANKS OVER 1/4" PLYWOOD (AT rL \� ; ; CURVED PART OF ARCHWAY ONLY) ? �- • ` -( r (GLNG -4 CC r . , , r iii se ili • ` ^ - . . _ . ' t \ y \ 1 ± -I- I �- �-• SEE PLAN 1/2" TRICK x 5" WIDE DARK OAK SHIPLAP WOOD PLANKS OVER 1/4" BLOCKING 1/4" GYP. BOARD OVER 3/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING AS REQUIRED ALONG RADIUS 1/4" GYPSUM BOARD OVER 3/5" \ :: r GYPSUM BOARD ON 3 5/6' METAL r .: FRAMING y • -- :; ARCHWAY REVISION DIRECTIVE KEY G ENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE SALES #1 PREFINISI4ED DARK OAK TRIM BOARD PROVIDED BY OWNER AS t . $ I u _ O 0 p 0 0 0 u_ o ua = (r) z IT v m co CURVED - ... - PREFINISHED DARK OAK TRIM BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY , ► s` ,:: � � :. • - 4 1/2" TI -TICK x 5" WIDE DARK OAK SNIPLAP WOOD PLANKS A (AT KS T CURVED PART OF ARCH WAY ONLY) (GLNG -4) PART OF PANEL ASSEMBLY :SNOISIARI I BLDNG DEPT 11 -21 -07 gib 5' -6 1/4" A.F.F. LINE OF F1 -DO PREFINISHED DARK OAK WOOD CASING TRIM BEYOND C BTM OF ARGI -I 4 .,• :. : = • • : - . 1/4" PREFINISHED DARK OAK -• : ' - h: \ PREFINISHED DARK OAK TRIM j BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY 4" A s 4" • q. ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/14/071 BID DATE: 9/75/071 MASTERS 7 -27 -2007 - I • HATCHED AREA REPRESENTS 1/4" THICK DARK OAK PANEL PROVIDED PANEL ASSEMBLY OVER 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" 0_G. LINE OF Fl -PP PRIMED WOOD CASING TRIM - BY OWNER COMPLETE WITH ATTACHED RAILS, STILES AND BASE BEYOND PREFINISHED BASE PROVIDED BY OWNER DASHED LINE SHOWS STILE CONTINUOUS TO FLOOR PREFINISHED DARK OAK BASE TRIM BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :)HD AS PART OF PANEL ASSEMBLY F4 -PP PRIMED WOOD PLINTH 3/4" TAG HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER . r- F4 -DO PREFINISHED DARK 7 OAK WOOD PLINTH HARDWOOD _1_ 3/4" TAG HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER '1/16 METAL DECK I : f • - 3/4" FLOORING OVER 3/4" FRT PLYWOOD OVER 4 1/16" METAL DECK V-6" T.O. FINISHED FLOOR '1/16" METAL DECK DRAWN: KIM _ II ril1Lt��1 1I(III111E, 7irr1IIIL � IMAM= =WIN= 1111L%\\111111111//11111 1M111I1Lr1« «�`�WI1IItis»lai `�M1III1JHHIW (FROM EXIST. SLAS) IV i � r i r� i rr�r���rrr�� rrrrrrr��r �r�r��r��. rrrr���rr��� .rrrAr��i�r���rr /Urrr�rrAr�r��rr \ 1711�I 1( llI� `>l / /lllll�t�1 /il1L�� \11111( / Ill [1�� «LCD`1111( /1��1«t� (FROM EXIST. SLAB) 0 ± 1' - T.O. KNEE WALL odk '∎∎'∎ ∎ ∎ ∎ ∎� ∎�W�,��M∎∎ ∎ ∎ ∎ ∎ ∎ ∎__ ∎�__ ∎ ∎ ∎∎ ∎fir ∎� ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎� ∎�W� ± 1' -4I T.O. KNEE NALL (FROM EXIST. SLAE3) 0 4 GYP. BD. TO GYP. BD. hill-- ri-- rrrrr rrirriiiiriiiiiiiriWFAIWIF r r r r r ■■■■■■■IIMMIIIIIIIIIIIINF— ■■■■■■■■■■■■■■■■■■■ (FROM EXIST. SLAB) A ® ARCHED PASS - THROUGH SECTION /ELEVATION @ VESTIBULE (PT -S1) SCALE: 3' 1 . ARCHED PASS - THROUGH SECTION @ VESTIBULE (PT -S1) SCALE: 3" s 1' -0" da/A :1181.3 TAI 5/ 5" GYP. BD. ON METAL ' .. ''(3�t • : : . •. LINE OF PREFINISHED DARK _ �® APPS DEC : DSGNR: MB STUD FRAMING ' :;y �/ SEE PLAN OAK CROWN ABOVE- SEE DETAILS A/AI2.1 5/8" GYPSUM BOARD OVER I/2" M.D.F. CABINETRY PANEL T42-PP WOOD � •� y DIVISION 1 + o ETAL STUD FRAMING @ 16 �����i `\ 1001 SCALE:As NOTED CABINET TR y ` Wald . ECEIVED �� OF CITY OF TUKWIL4 'u 2 8 2U PttiMI 1 GENT ER 1)07,jsit -- T4I -PP PRIMED WOOD CABINET TRIM ' • • ` - ' TI3 - PP PRIMED WOOD CABINET TRIM LINE OF B2 -PP PRIMED WOOD LINE OF BI DARK OAK BASE BELOW , P — BASE BELOW 3/6" ROUGH WOOD PANEL II. G i - - N ..n FI -DO PREFINISI -I DARK OAK FI -DO PREFINISHED DARK OAK WOOD CASING TRIM ABOVE F4 -DO PREI=INI5HED DARK OAK WOOD PLINTH- x,720 RCHITECT A A�tCHITFIT Christ r - sc>g �' SHING ON 1 � , j ^� 51=1= DETAILS ON SHEET AI2.1 WOOD CASING TRIM OVER F4 PREFINISI -IED DARK OAK PLINTH- SEE DETAILS ON SHEET AI2.1 LINE OF FLOOR TRANSITION BOARD DARK OAK TRIM BOARD PROVIDED BY OWNER AS B BELOW 9 , OF ASSEMBLY PART PANEL 4" 4n I/4" THICK PREFINISHI =D DARK OAK PANEL PROVIDED BY / / / SEE PLAN OWNER COMPLETE WITH A B F C 50 017 .- ATTACHED RAILS, STILES AND BASE TRIM SHEET G ARCHED PASS - THROUGH DETAIL PLAN @ VESTIBULE / SALES 1 (PT -S1) SCAL 3" 0 1 - 0 " "' A • 2A I ...I! .! _ ;. i si s N 9' -9" A.P.F. CONCEPT 5 . A." c.., i 8' -3" A.f : 4 t � ��_�`�. Ln TO WOOD CLNG 1 r :_ " :I �� 70 . a - _ N _1 :n J w ui / I I i i i / it I I I + + -+ - + r �. - - - -- FINSHED CEILING IN SALE4 ROOMS BEYOND : .: - z ~ _ _ -_- - - -- . - ' _ _ - ' -. �' -. 1/2" DARK OAK (GLNG -3) TAG WOOD PLANKS OVER 5/8" GYP. ; ALL FRAMING COMPONENTS TO A/Al2.1 .' .. .. . ` T6 -PP PRIMED WOOD PERIMETER SEE SHEET Al2.2 cn -�- �1 \17 ■�� ■flf�<tirii..�__ �_ �` ■ \ 7 . _.... ,,' r� ` ` . � ` � � - .1ar `� �� . Alp �� .`. ■ \` k \ ■ O ■ ■ 13TM OF CASING y 2 1/2" Zs .. - (5) > B 5/8 G BOARD ON 3 5/8 METAL STUD FRAMING @ ib" O.C. TRIM - i I 1 i - . :. .` +` +�� ��, `�`� . , : " 1*..._ . i ` ` f ;•: r� ��, • `‘ ■ ♦ � . • A . " �/ • �� '• - . A -. ° , w— 6'- 3" A.F.F. :. , ... .. 9 j= ($) 5/8" PAINTED GYP. BD. ON il . • ' r - 'NU 01. 'd.W __ SUSPENDED FRAMING T35 -PP PRIMED WOOD PERIMETER SEE SHEET Al2.2 TRIM - 7' -8 3/4" A.F.F. Fl -DO PREFINISHED DA OAK WOOD CASING TRIM- SEE SHEET DETAILS ON SHEET Al2.1 VESTIBULE _ ..- .::..:• ; • : 1 : - • :. - . _ . .. , ; TO FACE OF GYP. BD. Fl-PP PRIMED WOOD CASING TRIM- �� SEE DETAILS ON SHEET Al2.1 ALIGN WOOD PLANKS FLUSH WITH CASING 7 : / 1/2" THICK x 5" WIDE DARK OAK SHIPLAP ry ql � ! :_ WOOD PLANKS OVER 1/4" PLYWOOD (AT :1,\I � p ¢ ` / CURVED PART OF ARGI -IWAY ONLY) r�%Q • \ `- ---_/ .. • ` (GLNG - 4) � � • .. :. r L .:. • ` -. A A : . .. I - _. -.. : 1 i 111 SEE PLAN 1/2" TRICK x 5" WIDE DARK OAK SHIPLAP WOOD PLANKS OVER 1/4" BLOCKING 1 1/4" A OVER 3 8" /4 GYP. BOARD VER / GYP. BOARD ON 3 5/8" METAL STUD FRAMING AS REQUIRED ALONG RADIUS . • 1 1/4" GYPSUM BOARD OVER 3/8" .- I GYPSUM BOARD ON 3 5/8" METAL FRAMING • v. ` 5' -6 1/4" A.F.F. `' r El im, r + + I + + i - 1 m ARCHWAY REVISION DIRECTIVE KEY G.G. - GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE .. .. i 6 w u < H i _ u_ p to = z c u, m co' SALES #5 PR 1= f=1NI5N1 =D DARK OAK TRIM BOARD PROVIDED BY OWNER AS .:• 1 CURVED - ; , PREFINISHED DARK OAK TRIM BOARD PROVIDED 8Y OWNER AS I PART OF PANEL ASSEMBLY J p r + : -- :. 1/2" THICK x 5" WIDE DARK OAK SHIPLAP WOOD PLANKS (AT CURVED PART OF ARCHWAY ONLY) (GLNG -4) PART OF PANEL ASSEMBLY 5' -6 1/4" A.F.F. :SNOISIA3d I BLDNG DEPT 11-21-07 I LINE OF F1 -0O PREFINISHED DARK OAK WOOD CASING TRIM BEYOND 1 .—. BTM OF ARCI -I PREFINISHED DARK OAK TRIM BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY i I 1- — =.: . • • • - � _ - : , 1/4" PREFINISHED DARK OAK ' :: I r \ 4" 4" e ISSUE DATE: PERMIT DATE: 9H5/07I LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 - LINE OF Fl -PP PRIMED WOOD p LATCHED AREA REPRESENTS 1/4" THICK DARK OAK PANEL PROVIDED a PANEL ASSEMBLY OVER 5/8" TYPE 'X' GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" O.C. O DE - REVIEWED FOR COMPLIANCE PPROVED FLOOR A BY OWNER COMPLETE WITH ATTACHED RAILS, STILES AND BASE CASING TRIM BEYOND PREFINISHED BASE PROVIDED BY OWNER DASHED LINE SHOWS STILE CONTINUOUS TO FLOOR PREFINISHED DARK OAK BASE TRIM BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY - • . � - E1EC 2 8 200 CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :)IHD AS PART OF PANEL ASSEMBLY I- F4 -DO PREFINISHED DARK OAK WOOD PLINTH TtG HARDWOOD 1 , c O f Tukwila DIVISION 1' -6" T.O. FINISHED 3/4" T*G HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECK F4 -PP PRIMED WOOD PLINTH � 3/4" TitG HARDWOOD 3/4" FLOORING OVER 3/4" FRT PLYWOOD OVER 9/16" METAL 3/4" FLOORING OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECK 1' -6" T.O. FINISHED FLOOR di DECK DRAWN: NNM (FR l k11 / /1Wti1«Ii/1ti1«\ lilt /Ati1 «MAW Nil /L�L1111�'L' (FROM EXIST. SLAB) Y ■■■■ MII∎1111111/■■∎' ∎∎' ∎∎ , ∎,■∎∎∎∎∎∎ 1111111/1111■U∎ ∎■∎•■' ∎ ∎,∎, ∎ ∎ ∎ ∎ ∎ ∎INIIIF∎IIMEM∎M\ ∎__ ±1'_4" T.O. KNEE WALL clik LI1LM MMAI1I! 111I :: 4' -5" GYP. BD. TO GYP. BD. (FR ■■■■■■■■■■■/■■■■■11■■■■■■■■■■■■•■•1 *I' - T.O. KNEE WALL (FROM EXIST. SLAB) Y A ARCHED PASS — THROUGH SECTION /ELEVATION @ VESTIBULE (PT—S5) (PT—S5) SCALE: 3" y 1' -0" B ARCHED PASS — THROUGH SECTION 0 VESTIBULE (PT —S5) SCALE: 3" = 1' -0" daM rAl 5/8" BD. ON MEAL FRAMING -- - " 2 1 /6" A A RECEIVED Cpy OF TUKWII� iii? V 2 8 .1 D> Pttiivsl E i�EiTER �...., . ... '= GYP. I Al DSGNR: MB LINE OF PREFINISHED DARK OAK CROWN ABOVE- SEE DETAIL A/AI2.1 1/2" M.D.F. CABINETRY PANEL i 4/.4 •} : 5/8" GYPSUM BOARD OVER METAL STUD FRAMING @ 16" O.C. DASHED LINE REPRESENTS I/4" I SCALE:AS NOTED > d) Ol �� - — •:: - LINE OF BI -DO PREFINISHED DARK OAK WOOD BASE BELOW APPLIED TRIM ABOVE (TERMINATES INTO CASING AT PT -55 ) 1. ,J H UIb r —� Ir TI3/TI5 -PP PRIMED WOOD TRIM- SEE SHEET Al2.2 FOR ADDITIONAL INFO T•4 i i FI -DO PREFINISHED DARK OAK WOOD CASING TRIM ABOVE F4 -DO PREFINISHED A OAK w PLINTH- DARK 0 K OOD PL T SEE DETAILS ON SHEET Al2.1 !'_ 6729 REGISTERED ARCHITECT e ,,;, Se tag T 51ilEa G �:.......- ;.:..._ - _ LINE OF BI -PP PRIMED WOOD BASE BELOW -.. -. .. -.- .. _ B r - LINE OF FLOOR TRANSITION FI -DO PREFINISHED DARK OAK WOOD CASING TRIM OVER F4 -DO PREFINISHED BELOW DARK OAK WOOD PLINTH- SEE DETAILS ON SHEET AI2.1 • q.1� OAK TRIM PREFINISHED DARK BOARD 4" 4" 1/4" THICK PREFINISHED DARK PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY / / ( SEE PLAN / OAK PANEL PROVIDED BY OWNER COMPLETE WITH ATTACHED AsFC5oo�7 ..- 7 RAILS, STILE AND BASE TRIM SHEET C ARCHED PASS — THROUGH DETAIL PLAN 0 - VESTIBULE / SALES 5 (PT—S5) SCAL: 3" 1' -0" ri OPEN w. SCALE: 3" a. 1' -0" A A e 2 s•-)___ — — r -I t N- 1-- Zs' ' ' d,ll n 9 i [CEPT 5 ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - NOT TO DECK -. - •• DASHED LINES INDICATES SUPPLY AIR BRANCH- SEE MECHANICAL DRAWINGS FOR SIZES, LOCATIONS AND ADDITIONAL INFO . • . • .. " . • . . ,, • .. 3/4' 5'-2 1/2" GYP. 131). TO GYP. 5D. — .. (1 A.F.F . ., il 4" --\ r • • . . . DASHED INDICATE CUSTOM SUPPLY AIR TO SLOT DIFFUSER BELOW- SEE MECHANICAL DRAWINGS FOR SIZES AND IN ADDITIONAL FO B -- ..0.5,-, : w.....00.- -- ii in P.-- l l PLENUMS - .. rn Lo , . . TO 1400D CLNG 40 ialrlig r r I cp I i ll w -:::- k . lik c1 A.F.F. 111/E0/1114ff1ll!1■■71111M o il /I L— a: )- k.7 0 I- a: > o• . • , .1 . - - - . .:. . • • . •• • •-• . •••.• • , •• • _..• : . .• • • . a. ..... , ..,.... . , . .. , ,,, ■ - - ' • • • ' ' • - • • • ‘- • • • .. TO WOOD CLNG LBW . . , , . - ...r 7 — 1/2" DARK OAK (CLNG-3) Tit-G WOOD PLANKS OVER 5/8" GYP. BD. ON SUSPENDED FRAMING 4 0 O't I 0 7 6 0 7 •-■■•■• 0 ifs Pr: de... 0 0 r s r S 00' Pa r i IW, , 00 i■" 10 4 0).2 Mil ITolo : 110Iliilio•_. 0_ • 8" WIDE DARK 1/2" THICK x AN OAK TONGUE D GROOVE , . . ' ,•: ,.. . , , _ , _ . . . . . . ... . ---- Eft.._______....,20ML -me -.."..A -- •••••=mnow ••-- . ' . 7 --8 A.F.F. AI 1 , i 1 i , I i ... . , , •• .l• , • . • • ., • . .. • k.1 IL 0 Lu u < LL 0 i- rz Li- ct) 2 li 71- - I-- Bill OF CASING BEYOND 1 T.O. FINISWED FLOOR pik 1/2" TI-IICK x 5" WIDE DARK OAK TONGUE AND GROOVE WOOD PLANKS OVER 5/8" GYP. BD ON METAL FRAMING (CLNG-5) TRIM WOOD PLANKS 5/8" GYP. BD. ON PREFINISHED DARK OAK CROWN ASSEMBLY- SEE DETAIL A/Al2.1 9.2 ■ 0 T15-DO PREFINISHED DARK OAK WOOD TRIM BOARD- SEE DETAILS ON SWEET Al2.2 I . . • • • • ,. • . . ,. SUSPENDED FRAMING T13-DO PREFINISHED DARK OAK WOOD PERIMETER TRIM - SEE SHEET Al2.2 TB-DO PREFINISHED DARK OAK WOOD TRIM BOARD- SEE DETAILS ON SHEET Al2.2 5/8" GYP. BD. ON METAL STUD FRAM ING 1/4" THICK PREFINISHED DARK OAK PANEL OVER 5/8" GYP. BD ON 3 5/8" METAL STUD FRAMING 5'4 TO FACE OF WOOD 7'-q 1/4" A.F A.F.F. 1 1 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING @ 16" 0.C. .......1.2zinwiingsams2iiiiv.■•■•savis ma A 4 6, `--PF TO FACE OF GYP. BD. Fl-DO PREFINISHED DARK OAK WOOD CASING TRIM- SEE r 1 ranwinwinzianimmazzmintramm.....gmtiziormstw.A. iiii Fl-DO PREFINISI-IED DARK OAK WOOD CASING TRIM- SEE DETAILS ON SHEET Al2.1 11.1116.11.".. ...\17 6 EQ EQ . DETAILS ON SHEET Al2.1 ALIGN WOOD PLANKS FLUSH WITI-I CASING SEE PLAN T15-DO PREFIN11511ED DARK REVISION DIRECTIVE KEY B.D.— BUILDING DEPT. T.D.— TENANT DIRECTIVE G.C.— GENERAL CONTRACTOR DIRECTIVE L.L. — LANDLORD DIRECTIVE OAK WOOD TRIM 1/2" TI-IICK x 5" WIDE DARK OAK (CLNG-5) PREFIN151-IED DARK OAK TRIM BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY SI-IIPLAP WOOD PLANKS 5/8" GYP. BOARD ON METAL STUD FRAMING AS REQUIRED PAINTED LINEAR SLOT DIFFUSER- SEE SHEET M1.1 ED DARK 1/4" TI-IICK PREFINISHED OAK PANEL (PROVIDED BY OWNER COMPLETE WITI-1 APPLIED DARK OAK TRIMS) OVER 5/8" GYP. BD. OVER 3 METAL STUD FRAMING VESTIBULE FOR ADDITIONAL INFO LANDING LINE OF Fl-DO PREFINISHED K OAK WOOD CASING TRIM BEYOND :SNOISIA3a e BLDNG DEPT 11 -27 -07 LINE OF Fl-DO PREFINISNED DARK OAK WOOD CASING TRIM BEYOND B l ie 0 • • • . - ... " . • • .:. • I REVIEWED FOR C I ODE COMPLIANCE , : . • 0 . ,• . . , ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 1 PREFINISHED BASE PROVIDED 5'r OWNER AS PART OF PANEL ASSEMBLY PA,INTED WOOD STRINGER BEYOND—\ PREFINISHED DARK OAK BASE PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY F4-DO PREFINISNED DARK OAK -ISI-I F4DO PREFINED DARK OAK WOOD PLINTI-I 3/4" Tit-G HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD ON q/16" METAL DECK 1 T.O. FINISHED FLOOR , : - , ■ T--- 3/4" TSG HARDWOOD FLOORING OVER APPROVED DEC 2 8 2007 . • 'f: • ■ CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :NHO WOOD PLINTH 3/4 TSG WOOD FLOORING OVER PREFABRICATED STAIR/LANDING ASSEMBLY . • • • . 3/4" FRT PLYWOOD ON q/16" METAL DECK ON METAL STUD FRAMING, REFER TO STRUCTURAL. _ City Of Tukwila BUILDIN DIVISION • DRAWN: wNM MUM IffillWISIVNI S. IfflaTIOIRILWO/111WIL - 11111f/RILWIMMWORMLO IfilllTHAULU IfIRMI.-7FOIRILU km."111111all_ (FROM EXIST. SLAB) (!!5 . -17MIND/11.._ ■Millgr/REIL._ STM111111L711111fffillO......./MailL NU 1 9- 1 ILMLW.N1.1 . . (FROM e<IST. SLAB) _ , - _ ......, ±1 T.O. KNEE WALL 1■■■■■■■■=f1IM■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ CNI ±1 T.O. KNEE WALL 05 (FROM EXIST. SLAB) . \si 7 . - CNI (FROM EXIST. SLAB) 4, A PASS-THROUGH SECTION/ELEVATION 0 VESTIBULE (PT-LR) SCALE: 3 = I'-O' PASS THROUGH SECTION @ VESTIBULE (PT-LR) SCALE: 3 dam :w8IJ rAl ----1.0./5S1 RECEIVED CITY OF TUKWILA :] 2 8 't FLI-oviii (.NTER _- 1/4" GYP. BD OVER 3/8" GYP. BD ON 3 5/8" METAL STUD FRAMING . . • - • 1---LINE OF CROWN ABOVE DSGNR: MB — ‘ . . 3 5/8" METAL STUD FRAMING @ 16" O.C. - 5/8" GYPSUM BOARD OVER LINE OF BI-DO PREFINISHED I SCALE:As NOTED I " 1 1/2 TI-IICK PAINTED DARK OAK WOOD BASE BELOW WOOD STRINGER BELOW . ., FI-DO PREFINISI-IED DARK OAK lil i A F1-DO PREFINISI-IED DARK OAK WOOD WOOD CASING TRIM ABOVE F4-DO PREFINISHED DARK OAK WOOD PLINT1-1- SEE DETAILS ON1 51-IEET Al2.1 CASING TRIM OVER F4-DO - PREFINISHED DARK OAK WOOD PLINTH 6729 REGISTERED ARC. - • T xi erK. _ • Mtlin, STA a 1-- PREFINISHED ED DARK OAK TRIM BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY _1,v PREFINISHED DARK OAK TRIM 1 BOARD PROVIDED BY OWNER AS PART OF PANEL ASSEMBLY LINE OF CASING ABOVE ..-/--..-1 13 9.2 e 1/4" THICK PREFINISHED DARK I L OAK PANEL (PROVIDED BY 4' J 4' OWNER COMPLETE WITH APPLIED ABFC50017 - 7 1, SEE PLAN DARK OAK TRIMS) OVER 5/8'' SHEET j; GYP. BD. OVER 3 5/8" METAL STUD FRAMING C' PASS-THROUGH DETAIL PLAN @ VESTIBULE / LIVING ROOM (PT-LR) SCALE: 3' = 1 n OPEN % SCALE: 3' = V-0' A9.2C [CEPT 5 ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - NOT TO DECK I l I 2 1/2" 1 -. 'del E ,9 1- .ti /3/8" I 2 1/2" ,p - - Cj 7' -2" A.F.F. oik .. i /d" tr 4" A 7 4" / A" .1 im Apip i ' 8 -3 A.F.F. "► =:. ' `•" - : " :.... - : - ; _.. :ere: J� E � IT /1 l - p- - O B 'd) 01 = I - - � `���'� 8'--3" A.F.F. . w_ TO GYP. BD. TO WOOD CEILING TO WOOD CEILING 0 1 big <r I 5/8" GYP BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.C. = <t 1/2" WOOD PLANKS OVER 5/8" GYP. BD. ON SUSPENDED METAL FRAMING ' -0171€ 0 6/1 9 1/2" WOOD PLANKS OVER 5/8" W. BD. ON SUSPENDED METAL FRAMING T6 -PP PRIMED WOOD PERIMETER TRIM T6 -PP PRIMED WOOD TRIM / T13/T15 - PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SHEET Al2.2 " " ON 3 5/8 WOOD ;" s; v Y - : " : . PERIMETER 135 -PP PRIMED WOOD PERIMETER TRIM 9'2 � -� T35 -PP PRIMED PERIMETER TRIM 5/8 GYP BOARD " METAL STUD FRAMING @ 16 O.G. D: LIN£ OF T10 -PP PRIMED WOOD WALL BATTEN OVER 3/8" ROUGH SAWN WOOD PANELS OVER 5/8" GYP. BD. ON 3 5/8" , \`\ 11 h I LINE OF T10 -PP PRIMED WOOD WALL BATTEN OVER 3/8" ROUGH SAWN WOOD PANELS OVER 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING @ 16" O.C. METAL STUD FRAMING @ I6" O.C. j ib 7' -2" A.F.F. : J u l TO GYP. BD. � ` Fl PRIMED WOOD CASING TRIM- al lui -PP Fl -PP PRIMED WOOD CASING TRIM - P P 4" = SEE DETAILS ON SHEET Al2.1 SEE DETAILS ON SHEET Al2.1 TI3 -PP PRIMED WOOD TRIM BOARD- SEE PLAN _ • . . _ ... • _ TI3 -PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SHEET AI2.2 HATCHED AREA REPRESENTS .. : " • • ... . " ": • - • - • - • • • • . " : " • • SEE DETAILS ON SHEET AI2.2 REVISION DIRECTIVE KEY 8.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE PAINTED GYP. BOARD LINE OF Fl PRIMED WOOD CASING -PP TRIM BEYOND 5/8" GYP. BOARD ON 3 5/8" METAL LINE OF TRIM BOARD , • i DEC 2 8 200 City Of Tukwila 1 ' --6" T.O. FI ' OOR'' (FROM EXIST. SLAB) STUD FRAMING @ 16" O.C. TI3 -PP PRIMED WOOD TRIM BOARD - . • " • • . •• • • = :. .'.. T13 -PP PRIMED WOOD TRIM BOARD- - SEE DETAILS ON 514EET AI2.2 REVISIONS: BLDNG DEPT 17 -27 -07 SEE DETAILS ON SHEET Al2.2 I +�- LINE OF Fl -PP PRIMED WOOD I _ . . " ... • ' • • _ DASHED LINES REPRESENT CONTINUOUS STILES FROM FINISHED FLOOR TO FINISHED CEILING BEYOND CASING TRIM BEYOND 52 -PP PRIMED WOOD BASE SCRIBED AI2.1 F4 -PP PRIMED WOOD PLINTH ::::::M:i::: HARDWOOD _ ~ • 3/4" VG HARDWOOD FLOORING Y FLOORING OVER 3/4 FRT PLYWOOD 3/4" TAG OVER 9/16" METAL DECK 1' -6" T.O. FINISHED FLOOR OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECK / . ■ ISSUE DATE: PERMIT DATE: 9/15/07 LANDLORD DATE: 9/74/07 BID DATE: 9/15/07 MASTERS 7-27-2007 IJl ruirr iim wfi' /JJw in X1 1111 / /11A1M11111//1ww1< ' I//1�I1LW 1111/ /1�ti1<� lluiiiwLt\ (FROM EXIST. SLAB) ¶ *1'_4" T.O. KNEE WALL pok : ' MAW t\. ll1/ /1AAUL'` r//AIL Na alum= 111 / /IWi1<� F1Lt 1//fti1 NI fill► //LA11LV MAIL ''' =' ■■1111■111111/1111111,■■■■■■11.1111r■■■■■■■■■■■ ■■■■■■■■■■■■=%■■MIV■ ±1' - 4" T.O. KNEE WALL ■■_■■■■____■■■■■■■■■■■■■■■■■_ SEE PLAN (FROM ©GIST. SLAB) 0 (FROM EXIST. SLAB) IV CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx : >I H3 A PASS - THROUGH SECTION /ELEVATION @ SALES #1 #2 #3 AND #4 SCALE: 3' = 1' -0' B TYPICAL PASS - THROUGH SECTION @ PT -S2, PT -S3 PT -S4 AND PT -S12A SCALE: 3' = 1' -0' bol.......,5b) RECEIVED CITY OF TUKWILA PLI - HAIT CGNTEFI DRAWN: wNM LINE OF Bl -PP PRIMED WOOD BASE BELOW - . I j V .. :"° T13 -PP PRIMED WOOD TRIM BOARD OVER 3/8" ROUGH SAWN WOOD PANELING OVER 5/8" GYP. BD. ON METAL STUD FRAMING FRAMING @ 16" O.G. TI3 -PP PRIMED WOOD TRIM BOARD OVER 3/8" ROUGH SAWN WOOD PANELING OVER 5/8" GYP. BD. ON METAL STUD FRAMING FRAMING @ 16 O.C. *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL REQUIREMENTS LINE OF BI -FP PRIMED WOOD BASE al% :MAI3 *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL REQUIREMENTS I rim BELOW *NOTE- WOOD CASING IS F2 -CO PREFINISNED CERUSED OAK AND WOOD PLINTH IS F5 -CO PREFINISI-IED CERUSED OAK AT THE SALES #12 SIDE OF PT -512A AND PT -5125 PASS THROUGH5 n \ \ —� U -- � DSGNR: MB I - - � N ■ Lo - Fl PP PRIMED WOOD CASING TRIM OVER F4 -PP PRIMED WOOD PLINTH - SEE DETAILS ON SHEET Al2.1 PRIMED WOOD CASING TRIM �- " �": - . - -- • �� : �- . ::"- "� .. = . .. ...." - .. . .... '. - . �. • - -.- :.. :"- �` TI3 -PP PRIMED WOOD TRIM BOARD - SEE DETAILS ON SHEET Al2.2 f" OVER F4 -PP PRIMED WOOD PLINTH-PP H- SEE DETAILS ON SHEET Al2.1 ----1 T13 -PP PRIMED WOOD TRIM BOARD - SEE DETAILS ON SHEET Al2.2 1 - 5/8" GYP. BD. ON 3 5/8" METAL — I mum sv:31VOS I LINE OF TRIM BOARD ABOVE $ POTENTIAL FLOOR TRANSITION - SEE FINISH PLANS - I- \-- STUD FRAMING @ 16" O.G. LINE OF TRIM BOARD ABOVE - p 9, 9, 6729 11STrRI"U � -- ;ti.IR Ffv-tl -, SCIGTIN POTENTIAL FLOOR TRANSITION BELOW- SEE FINISH PLANS 4" 4" SEE PLAN A 50 17 o-- / SHEET C PASS - THROUGH PLAN DETAIL @ SALES #1, #2, #3, AND #4 (PT -S2 PT -S3, AND PT-S4) 3' = ' SCALE: 3 -- ILO' ® OP EN 3 = I- SCALE: 3 ' 1 0 A9.2D [CEPT 5 ___12 �l U ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - NOT TO DECK ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - NOT TO DECK -3" A.F.F. • � ' clAl n 9 „9 /9' $' -3" A.F.F. AFF� 8' -3" A.F.F. ` ' d,ll 0 9 09 /5' L [ 09/9- - 8' -3" A.F.F. cur. W[ W _ - "_ :- :. :._ :.:. ::.: .� � J : -" :." :; . .. .: w - :.:,.::. . -.": , :... IS 8' 5/8" GYP. BD. ON . 09 /E 9 ' \ - � m , 'a9 'd� NE 9 m ii , 'DA 'd)ID Ol 'C19 I - 7 - - ----- N 10.-i.....7 i liii 1:21 ri i, 1 k H" A V Ami (A, 5/8" GYP. BD. ON i (, t6 WOOD CEILING TRI PP PRIMED - SEIr DETAIL ON Al2.2 SUSPENDED FRAMING SUSPENDED FRAMING FAINTED GROWN A551 =MBLY- SEE DETAIL A/Al2.1 H 9/9 6 -- NON PAINTED GROWN ASSEMBLY- i "y ! q. 2F ci ` 3/4" - COMBUSTIBLE WOOD BLOCKING m H f u SEE DETAIL A/Al2.1 - A = 5/6 GYP. BD. ON SUSPENDED FRAMING T5 -PP PRIMED W OOD TR OVER 3/�} " WOOD BLOCKING T 3 PP PR ME OOD TR M BO RD T13-PP PRIMED W TRIM BOARD H n 7 -2 A.F.F. I . I �� 1 • " . . ; - , I TRIM I , r � - - 11 Ir � . ". _ i ' c r ,W 3/4" BLOCKING T15 -PP PRIMED WOOD TIM SEE I • PAINTED GROWN ASSEMBLY- SEE DETAIL A/Al2.1 n (NOTC AT PASS-THROUGH ONLY) - SEE DETAIL ON SHEET Al2.2 DETAILS ON SWEET Al2.2 7' -2" A.F.F. 1 -P PRIMED WOOD CASING TRIM- F P P G T SEE DETAILS ON SWEET Al2.1 Fl -PP PRIMED WOOD CA SING T RIM SEE DETAILS ON 51- lEFT Al2.1 • = 1 = ...: � ___Q co t GYP. BD.) \ O ~ " \ GYP . BD.) -4444 4 0 _ 4" 4" = pi/ 4" Fl -PP PRIMED WOOD CASING TRIM- 5/8" GYP BOARD OVER METAL STUD FRAMING @ 16" O,G Fl -PP PRIMED WOOD CASING TRIM- 5/8" GYP BOARD OVER METAL F @ 16' O.G STRAMING SEE DETAILS ON SWEET Al2.1 TB -PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SHEET Al2.1 T13 -PP PRIMED WOOD TRIM BOARD - SEE PLAN T13 -PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SWEET Al2.2 I-IATCWED AREA REPRESENTS SEE PLAN : - T13 - PP PRIME WOOD TRIM BOARD- D SEE DETAILS ON SWEET Al2.2 HATCHED AREA REPRESENTS • .. .. .. :. "' . ill • " . .. • MI SEE DETAILS ON SHEET Al2.2 SEE DETAILS ON SWEET Al2.2 REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE 5/8" GYP. BOARD 5/8" GYP. BOARD 5/8" GYP. BOARD ON 3 5/8" METAL SALES *5 5/8" GYP. BOARD ON 3 5/8" METAL SALES #6 STUD FRAMING @ 16" O.G. STUD FRAMING @ 16" O.C. SALES *6 T13 -PP PRIMED WOOD TRIM BOARD- • • :.:: . : .: . . : ".. :: • • _ • _:" LINE OF Fl -PP PRIMED WOOD SALES *7 T13 -PP PRIMED WOOD TRIM BOARD- • : .: .: :. :. • • • • . • • • LINE OF Fl -PP PRIMED WOOD CASING TRIM BEYOND T13 -PP PRIMED WOOD TRIM BOARD- CASING TRIM BEYOND T13 -PP PRIMED WOOD TRIM BOARD - REVISIONS: I A BLDNG DEPT 11-21-071 SEE DETAILS ON SHEET Al2.2 - - SEE DETAILS ON SWEET Al2.2 C SEE DETAILS ON SWEET Al2.2 SEE DETAILS ON SWEET Al2.2 II LINE OF Fl -PP PRIMED WOOD ++ • • • : .. II LINE OF Fl-PP PRIMED WOOD ++ - _ • • : : DASHED LINES REPRESENT CONTINUOUS STILES FROM FINISHED FLOOR TO FINISHED CEILING q2 DASHED LINES REPRESENT CONTINUOUS STILES FROM FINISHED FLOOR TO FINISHED CEILING TRIM BEYOND B2 -PP PRIMED WOOD BASE TO FLOOR AS REQUIRED SEE DETAILS ON SHEET Al2.1 CASING TRIM BEYOND B2- PP PRIMED WOOD BASE SCRIBED TO FLOOR AS REQUIRED DETAILS ON SKEET Al2.1 F4 -PP PRIMED WOOD PLINTH F4 -PP PRIMED WOOD PLINTH - 1 / /1�ti1<«� 111111/AIM 1//1��1 «�� 1111 / /l�ti1 1' -6' T.O. FINISHED FLOOR -SEE 1' -6' T.D. FINISHED FLOOR pik F4 -PP PRIMED WOOD PLINTH 3/4" T$G HARDWOOD FLOORING OVER 3/4 FRT PLYWOOD OVER F4 -PP PRIMED WOOD PLINTH 3/4" TAG HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER ISSUE DATE: PERMIT DATE: 9h5/07I I LANDLORD DATE: 9/14/071 BID DATE: 9/75/071 MASTERS 7 -27 -2007 q/16" METAL DECK q /16" METAL DECK I / /1��1<� \� 111 / / /�ti1<� I / /L��i<�t\ I / /1�ti1<�t` (FROM EXIST. SLAB) ' 11- I//1ii1LLtNI 1111 / /AI uii W NV WAIL mum= UMW NV rhill1//1WW1kt Iffiti1Ltt\ (FROM £xiST. sLAB) ■■■■■■■■■■w%1m■■���■■■■■■�■�►�i�■ _S cv t1' -4" T.O. KNEE WALL R I C __________w, ____________�I�___ ±1' -4" T.O. KNEE WALL z (-4 (FROM EXIST. SLAB) (FROM EXIST. SLAB) C E D :Eli: p2 E 0 CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :NHO A SCALE: PASS - THROUGH SECTION /ELEVATION 0a SALES #5 TO #6 (PT -S6) 3' = 1' -0' • 0 ° N , PASS - THROUGH SECTION /ELEVATION @SALES #6 TO #7 (PT -S7) B� SCALE: 3 = I'-' DRAWN: NNM LINE OF B1 -PP PRIMED WOOD BASE BELOW ` -: :: 1 -. • - LINE OF 51 -PP PRIMED WOOD BASE BELOW - • • - " - - . . ." - :. I - 5/8" GYP. SD. ON METAL STUD FRAMING FRAMING AS REQUIRED ALONG ELI PSE T13 -PP PRIMED WOOD TRIM BOARD OVER 5/8" GYP. BD. ON METAL STUD FRAMING FRAMING @l6" O.C. *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL REQUIREMENTS LINE OF BI PRIMED WOOD BASE 5/8" GYP. BD. ON METAL STUD FRAMING FRAMING @16" O.G. NOT APPLICABLE AT SALES #6 T13 -PP PRIMED WOOD TRIM BOARD OVER 5/8" GYP. BD. ON METAL STUD FRAMING FRAMING @16" O.G. *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL REQUIREMENTS LINE OF 51-PP PRIMED WOOD BASE daM :IHef J *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL REQUIREMENTS *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL ..__ REQUIREMENTS ETAI r il -PP BELOW BELOW - � Fl -PP PRIMED WOOD CASING TRIM OVER F4 -PP PRIMED WOOD PLINTH- . Fl -PP PRIMED WOOD CASING TRIM . :1 kl'-' r , ' d 11 b Li � , DSGNR: MB - � Fl PP PRIMED WOOD CASING TRIM OVER F4 -PP PRIMED WOOD PLINTH- SEE DETAILS ON SHEET Al2.1 I • • � - Fl PP PRIMED WOOD CASING TRIM OVER F4 -PP PRIMED WOOD PLINTH - SEE DETAILS ON SHEET Al2.1 1 9 1 r 1:-. . ., 1 _. _ - -. T13 - PR IMED WOOD TRIM BOARD- SEE DETAILS ON SHEET Al2.2 " " t . : ; . ... .... T13 PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SWEET Al2.2 ' I -"_` �+�� OVER F4 -PP PRIMED WORD PLINTH- ' ` �;►1 SEE DETAILS ON SHEET Al2,1 \ SEE DETAILS ON SHEET Al2.1 I- - T13 -PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SHEET Al22 v 7 B 5/8" GYP. BD. ON 3 5/8" METAL T13 -PP PRIMED WOOD TRIM BOARD - SEE DETAILS ON SHEET Al2.2 -1 B 5/8" GYP. BD. ON 3 5/8" METAL I SCALE:As NOTED LINE OF TRIM BOARD ABOVE $ POTENTIAL FLOOR TRANSITION BELOW - SEE FINISH PLANS ..-f LINE OF TRIM BOARD ABOVE $ POTENTIAL FLOOR TRANSITION BELOW - SEE FINISH PLANS - r \- I STUD FRAMING @ 16" O.C. ABOVE $ 8 STUD FRAMING @ 16" O_C. q2 q.2F 4 1.2F 6729 1�EC1! tL 9 . • , a LINE OF TRIM BOARD POTENTIAL FLOOR TRANSITION BELOW- SEE FINISH PLANS - LINE OF TRIM BOARD ABOVE it POTENTIAL FLOOR TRANSITION BELOW- SEE FINISH PLANS RECEIVED CITY OF TUKWILA 4" 4" 4" 4" PENVIIT CENTER S EE PLAN SEE PLAN Do7.........3o/ A B F C 50 017 o-- , SHEET G PASS- THROUGH PLAN DETAIL 0 SALES #5 TO *6 (PT -S6) SCALE: 3• = I' -O' PASS - THROUGH PLAN DETAIL 0 SALES *6 TO #7 (PT -S7) SCALE: SCALE: 3' = I' -0' A 9 ■ 2 E 1 [CEPT 5 HEAD CONDITION SHOWN IS TYPICAL FOR INTERIOR SIDE OF PASS - THROUGHS AT SALES ROOM *7 HEAD CONDITION SHOWN IS TYPICAL FOR INTERIOR SIDE OF PASS THROUGHS AT SALES *8 AND SALES *9. SEE ELEVATION AND REFLECTED CEILING PLAN FOR ADDITIONAL INFO I ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - TO DECK 8 A.F.F. _ dJ 1 9 n 8 /5 41a S 3 A.F.F. C 7 -2 A.F.F. �1 / u 4" 411 / / I ftWr ••. .._ ... - - - . .. . - . .. _ . - .. � .. ... - . . -- ... ._ .. • .. - , `'r`� - - _.. .� - TO GYP- BD- TT 5/8" GYP. BD. ON _= " 09 /E S ' _ m 08 'cIA a9 /2 5 _ • _ � � r 5/8 GYP BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.C. - • � )� r r 1 � ' I I , T13/T15-PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SHEET Al2.2 S' SUSPENDED FRAMING 1 l+ • • _ :• " • . • .: PAINTED GROWN ASSEMBLY- SEE DETAIL A/Al2.1 n$ / Z w� I 4 1.2F p m ` ' PAINTED CROWN ASSEMBLY- SEE DETAIL A/Al2.1 5/8 GYP BOARD ON 3 5/8 METAL STUD FRAMING @ 16" O.C. � • •Y , �I I ' T15-PP PRIMED WOOD TRIM BOARD - SEE DETAILS ON SI -IEET Al2.2 11.--- " " �i �— 3/4" BLOCKING T15 -PP PRIMED WOOD TIM - SEE 5/8" GYP BOARD OVER METAL STUD FRAMING @ 16" O.0 DETAILS ON SI -IEET Al2.2 7 A.F.F. , _....n ;: °:: ': : :: _S (TO GYP. BD.) FI -PP PRIMED WOOD CASING TRIM- Fl -PP PRIMED WOOD CASING TRIM- ill 4° I ` I 411 SEE DETAILS ON SWEET Al2.1 SEE DETAILS ON SWEET Al2.1 T13 -PP PRIMED WOOD TRIM BOARD- - " . _ • • • : . - . SEE PLAN ' -"• • - • • - • . T13 -PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SWEET Al2.2 HATCHED AREA REPRESENTS ... . . : • " . :: - •:. • • .. ' • • • •- .. • . .. � � "•- • • � • ... - SEE DETAILS ON SHEET Al2.2 REVISION DIRECTIVE KEY B.D.— BUILDING DEPT. T.D.— TENANT DIRECTIVE G.C.— GENERAL CONTRACTOR DIRECTIVE L.L. — LANDLORD DIRECTIVE 5/8" GYP. BOARD 5/8 GYP. BOARD ON 3 5/8" METAL SALES ROOM = • " : :: - " : - - ~ LINE OF TRIM BOARD : • • 1' -6" T.O. FLOOR NEX STUD FRAMING @ 16" 0.C. SALES ROOM T13 -PP PRIMED WOOD TRIM BOARD- s, • "" : :.:" :::: :.: _ :.. ::' • • :. : : = • : :: - LINE OF FI -PP PRIMED WOOD CASING TRIM BEYOND T13 -PP PRIMED WOOD TRIM BOARD - REVISIONS: I A BLDNG DEPT 11- 21-071 - SEE DETAILS ON SWEET Al2.2 G SEE DETAILS ON SWEET Al2.2 • - LINE OF Fl -PP PRIMED WOOD " . - • : • • . " • . . " - ' • •" • • : q.2F DASHED LINES REPRESENT CONTINUOUS STILES FROM FINISHED FLOOR TO FINISHED CEILING BEYOND CASING TRIM BEYOND B2 -PP PRIMED WOOD BASE- SEE DETAILS ON Al2.1 F4 -PP PRIMED WOOD PLINTH J r T B2 -PP PRIMED WOOD BASE SCRIBED TO FLOOR AS REQUIRED - SEE DETAILS ON SHEET Al2.1 • • N 1 T.O. FINISHED FLOOR F4 -PP PRIMED WOOD PLINTH 3/4" T*G HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER /16" METAL DECK 3/4" T*G HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECK ISSUE DATE: PERMIT DATE: 9/75/071 LANDLORD DATE: 9/74/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 I I I ( /1�ti1�L \` lll(/1��1« I( /j�i1<� \`111 ►( /1�ti1<t �( /l��l<t \` ll ►( /11Ii<«( /lttil« \` �`111(/11►111L� \` ' (FROM ST i WAIL Ni ll►( /AIIL I /Ail<t \` WAIL NM 5111Millt lnifilik Na ll►(/11II 1( /Ailk \` FROM . :� ____I__________________/ ∎ ∎� ∎ ∎ ∎ ∎ ∎∎ ∎ ∎� =\ ∎� ∎∎ ±1' -4 T.O. KNEE WALL ���' � '�'������ /,1�,����������������� n I II tl - 4 T.O. KNEE WALL SEE PLAN (FROM EXIST. SLAB) • (FROM EXIST. SLAB) —I- / CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx �NH� A PASS - THROUGH SECTION /ELEVATION 0 SALES #7, #8, & #9 (PT -S8 AND PT -S9) SCALE: 3 1 -0 TYPICAL PASS - THROUGH SECTION Cap PT -S6, PT -S7, PT -SS, PT -S9 AND PT-S12B) SCALE: 3 = 1 -0 REWE CODE COMPLIANCE APPROVED City Of Tukw BUILDING DIv . RECEIVED CITY OF TUKwILF► NOV 2 8 caul PLriMIT CENTER 1.••■ DRAWN: WWI LINE OF BI-PP PRIMED WOOD BASE BELOW " - • ° 1 r 1 WOOD .• - T13 -PP PRIMED WOOD TRIM BOARD OVER 5/8" GYP. BD. ON METAL T13 -PP PRIMED WOOD TRIM BOARD OVER 5/8" GYP. BD. ON METAL STUD FRAMING FRAMING @16" O -C. *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL REQUIREMENTS LINE OF B1 -PP PRIMED WOOD BASE dOM :walk STUD FRAMING FRAMING @16 O.G. *SEE INTERIOR ELEVATIONS FOR ADDITIONAL FINISH MATERIAL REQUIREMENTS - I l I ".. - ". • rAi BELOW `k *NOTE- WOOD CASING IS F2 -CO PREFINISIED CERUSED OAK AND PLINTH IS F5 -CO PREFINISHED CERUSED OAK AT THE SALES #12 SIDE OF PT -512A AND PT -512B PASS THROUGWS ' 04 \' ; ` \ " , :. 1 • WOOD CASING TRIM a I� n_ u P DSGNR: MB — cv to Fl -PP PRIMED OVER F4 -PP PRIMED WOOD PLINTH - SEE DETAILS ON SWEET Al2.1 WOOD BOARD 1_0 Fl -PP PRIMED WOOD CASING TRIM .' :: f : , 1. T13 -PP PRIMED TRIM - SEE DETAILS ON SHEET Al2.2 ` + OVER F4 -PP PRIMED WOOD PLINTH- SEE DETAILS ON SHEET Al2.1 = ~ I = T13 -PP PRIMED WOOD TRIM BOARD - SEE DETAILS ON EET Al2.2 8 5/8" GYP. BD. ON 3 5/8" METAL I SCALE:As NOTED I LINE OF TRIM BOARD ABOVE * POTENTIAL FLOOR TRANSITION BELOW - SEE FINISH PLANS --, A STUD FRAMING @ 16" O.C. LINE OF TRIM BOARD ABOVE * • q.2F • q.2F 6729 rD A — s"'' i ECT �f �y ' i r Cr it Doom il? WASH iir 3OF . . POTENTIAL FLOOR TRANSITION BELOW- SEE FINISH PLANS SEE PLAN A B F C 50 0 17 , o-- SHEET A9•2F C PASS - THROUGH PLAN DETAIL 0 SALES #7, *8 AND #9 (PT -SS AND PT -S9) SCALE: 3 1 -0 OPEN 1 "i SCALE: 3 r. 1 -0 1 ALL FRAMING COMPONENTS TO BE SECURED TO DECK ABOVE. - AVOID SECURING FRAMING COMPONENTS TO STRUCTURAL MEMBERS WITH APPLIED FIREPROOFING , 3/4" -Air Air SEE PLAN - .. .. .....: ... - :.. 8' -6" A.F.F. :,. • _ _ .. . 8' -3" A.F.F. . . _ - . z •. . 9ERUSED OAK CROWN �_ \1■1 ASSEMBLY (SEE DETAIL 13/Al2.1) OVER 3/4" BLOCKING ... .r . 7'-11 3/4" A.F.F. F.F. A ��= ... ... " " " �} "� �1�� =���— " 1�� `������ •: ' •���: ��- yr TO GYP. BD. I � ■ ` � " = . • y � " =�� - ��� - � �--���� i - — 1��'— �_�� --��� -- -- � — -=--�� C T13 -CO PREFINISHED CERUSED OAK WOOD TRIM Fl -CO PREFINISI -IED CERUSED OAK WOOD CASING TRIM- SEE DETAILS ON SHEET Al2.1 , = : W ALL COVERING (5F -4) OVER 5/8" GYPSUM BOARD ON 3 5/ METAL STUD FRAMING @ 16" O.G. �1 r / ' il I I F2 -CO PREFIN!SHED CERUSED •• -� - P PP- ... T13-CO PREF!NISHED CERUSED OAK WOOD TRIM SEE DETAILS ON SHEET Al2.2 4 7/8" 4 7/8" BOARD- 1/4" PREF!NISHED CERUSED OAK VENEERED PLYWOOD PANEL PROVIDED BY OWNER COMPLETE WITH APPLIED RAILS, STILES AND BASE F4 -CO PREFINISHED CERUSED OAK WOOD PLINTH- SEE DETAILS ON 51-IEET Al2.1 - ` 4 s' A me MI CARPET AND PAD (1) LAYER OF 1/2" PLYWOOD OVER (1) LAYER 3/4" FRT PLYWOOD OVER 9/16" METAL DECK I' -5 13/16" T.O. CARPET FINISH gib ± (FROM EXIST. SLAB) 1111111 11111llllllllll11111111111111I1111111111111II11I111111111111111111111111111I11111111111 1111I11I111111111111I 11111 111111111111111111111111111111111111111111 1111111 1111111 11I1111111111111111111111111111111111111 1111{ II11111I1111111111111111 111111111II1I111111111111111111111I11111111 w _.� ∎ ∎_1lW_ ∎_wry' wi AL 1' - 4" T.0 KNEE WALL 1IIW' ∎W,HIII∎ ∎ ∎ ∎ ∎ ∎ ∎ma∎_∎ ∎Awaimuw_ ∎_ ∎_ ∎_mw∎w'_ '_mr'_ ∎_ ∎■am∎ ∎ ∎ ∎ ∎ ∎ww__ _ _∎_ w'■'■∎ ∎ ∎ ∎=a:uiw∎ ∎_ ∎■■'■■Au■∎ ∎ ∎AllM∎_ ∎ma∎■∎Am∎= (FROM EXIST. SLAB) A PASS-THROUGH SECTION /ELEVATION Gay SALES #12/ CASHROOM (PT -CW) SCALE: 5 II-0 7.00 / ., • 81 CERUSED OAK BASE BELOW CERUSED OAK WOOD TRIM BOARD- SEE DETAIL Al2.2 I ": I " 1 • ... U I- 1/4" CERUSED OAK VENEERED WOOD OV 5/8" GYPSUM RD OER 5 /8" METAL DS 6" G. ;;;;;;z;:::I ELOW 3 5" Ctu tu T 13 -CO PREFINISHED CERUSED OAK WOOD TRIM I + - . � /8" . T13 -PP PRIMED WOOD TRIM -- `. - � • .. - (, _. 3 ' -2" R.O. :. . : - i F - 1 , �� - PRE-MANUFACTURED PRE OF CTURED CERUSED OAK .. CODE f P DRAWER CABINET- SEE DETAILS ON SHEET A10.7 APPROVED I i PRIMED * PAINTED METAL FRAME �� . ' �T� � BOARD- SEE DETAIL Al2.2 Fl -CO PREFINISHED CERUSED OAK WOOD CASING TRIM ON F4-00 PREFINISHED CERUSED OAK WOOD PLINTH- SEE DETAILS ON SHEET Al2.1 - DEC 2 207 .____________ - - - - _1 -1 � - City - � } �� I , •:' / /M , 'r �r`►1. ■T _ " ,� am, - o u q 1 /2" ' _ ��1jI�IP� ������� PREFABRICATED 5 1/2" 5 1/2" END PANEL DASHED LINE REPRESENTS EXTENTS 67 9 REGISTERED ECT - Chrls ' .. D' =scl?lag '..` AS111�v'v ` I a E QUAL - /4" 1/4 - -- - - _ -- s - - -- _ �: � I � "... OF PREFINISHED CERUSED OAK RECEIVED CROWN ON CABINET- SEE DETAIL CITY OF TUK 'ILA E/AIO.7 NOV 2 8 [1 F1 -CO PREFINISHED CERUSED OAK WOOD CASING TRIM ON F4 PREFINIS-1ED CERUSED OAK -CD PREFINISHED CERUSED OAK PANEL WOOD PLINTH- SEE DETAILS ON SHEET Al2.1 PROVIDED BY OWNER; COMPLETE _ WITH ATTACHED TRIMS AND BASE r LINES OF HEADER AND TRIM �! ; PREFINIS-IED CERUSED OAK PANEL ' PROVIDED BY OWNER; COMPLETE OPP. Fl -CO PREFINISHED CERUSED OAK WITH ATTACHED TRIMS AND BASE WOOD CASING TRIM ON F4 -CO 4" WALL COVERING (SF - 4) OVER Pth F CENTER 5/8" GYPSUM BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.C. F2 - CO PREFINISHED CERUSED OAK WOOD CASING TRIM ABOVE F5 -CO CASING ABOVE - 1 PREFINISHED CERUSED OAK WOOD VENEERED SEE Al2.1 C -- ABFC50017 4 7/8 " 3/4" CERUSED OAK PLINTH DETAILS ON SHEET 'FILLER' PANEL ' � 4 7 /8" 5 1/2" SHEET � 3/4 PREFINISHED CERUSED OAK WOOD " PLINTH SEE DETAILS ON SI -IEET Al2.1 B PASS THROUGH PLAN DETAIL 0 SALES #12/ CASHROOM (PT -CW) ,; SCALE: l = I'-O" 1-k ■ 2 G CONTINUOUS LIGHT COVE FIXTURE - [CEPT 5 SEE 'LIGHTING PLAN' AND ELECTRICAL SHEETS FOR ADDITIONAL INFO 5/8" GYP. BD. ON SUSPENDED METAL FRAMING. G.C. TO PROVIDE LEVEL 5 FINISH ON SURFACE • - _ Q 1 GYPSUM BOARD I,. 10' -2" A.F.F. (0 :. ... -. . • . - . 4" _.. 9 PREFINISHED CERUSED OAK CROWN WITH T16 PROFILE (SEE Al2.2) OVER BLOCKING AS REQUIRED ' WEE T5 —CO PREFINISHED CERUSED OAK WOOD T� f • TRIM PROFILE- SEE Al2.2 ►/ l oso 3/4 BENDABLE PLYWOOD WITH CERUSED A`; OAK VENEER FINISH OVER 1/4 GYP BOARD ov ON 3/S" GYP BOARD ON METAL STUD + �i FRAMING @ 16" O.C. (WD -2VA) „� " •• •; - _ >- `l ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - NOT TO DECK T23 -CO PREFINISHED CERUSED OAK WOOD TRIM i PROFILE- SEE Al2.2 /so /No 1/4" x 3/4" REVEAL OVER d,ll 0 9 • • 1/2" X 3/4" BLOCKING - _ -.. h 'QA 'cL& 01 . aa 'd) „z /l m f\ 3/4" BENDABLE PLYWOOD WITH VENEER FINISH OVER 1/4 GYP BOARD ON 3/8 GYP BOARD ON METAL STUD FRAMING @ 16" O.G. (WD -2VA) m Iiq� a 1110 .... �i ;% .- •:. :. r Z -4 -Ur ',M-, . - . .. ' . . ._ ... - , s • ao GYP. BD. CLG REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE F2 -CO PREFINISI-IED CERUSED OAK WOOD e I L... ,:••• • CASING TRIM- SEE DETAILS ON SHEET Al2.1 8' -2 1/2" TO FACE I 7 -'': _ ` = v. • - • - . - . _IS) OF GYP. BOARD -! Il ��«r�JJif��Jim pipp TO TO FACE VARIES 5 /5" GYP. BOARD SECURED TO SUSPENDED CEILING ABOVE F2 -CO PREFINISHED CERUSED _. OF N. GLG OF FIN. T13 -CO PREFINISHED CERUSED OAK WOOD TRIM BOARD- SEE DETAILS ON SHEET Al2.2 \ \ 3/4 " PREFINISHED CERUSED OAK VENEERED PLYWOOD PANEL OAK WOOD CASING TRIM- SEE DETAILS ON SHEET Al2.1 REVISIONS: I A BLDNG DEPT 11- 21 -07I LINE OF CASING BEYOND F5 -CO PREFINISI-IED CERUSED OAK WOOD 1 I CARPET AND PAD PLINTH- SEE DETAILS ON SHEET Al2.1 N oho ± I' -5 3/4" T.O. PLYWOOD _ (1) LAYER OF 1/2" PLYWOOD OVER (1) LAYER 3 /4 F T PLYWOOD OVER 9/16 METAL DECK mi _.iii ISSUE DATE: PERMIT DATE: 9H5/07I I LANDLORD DATE: 9/14/071 BID DATE: 9/16/071 MASTERS 7 -27 -2007 (FROM EXIST. SLAB) s _ m gi 1' - 4" T.0 KNEE WALL ,,„_, ∎∎ ∎∎∎∎∎ ■,11IIII•11111MMi∎ ∎ ∎ ∎IMF∎ ∎ ∎IIIN∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎AlMI∎A•■∎ ∎ ∎=1 (FROM EXIST. SLAB) CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :NHO A PASS- THROUGH SECTION /ELEVATION @ SALES #12 / DRESSING ROOM ALCOVE (PT -FR) 1LE: 3" = 1' -0" SCALE: B OPEN TBD GYPSUM BOARD ON 3 5/8" METAL @ 16" O.G. MANUFACTURED CERUSED OAK CABINET- SEE DETAILS ON A10.6 LINE REPRESENTS 1 0 ,....--33 1 REVIEWED FOR LODE COMP PREFINISHED �� ������ DEC r t 200 _ City �� i�3�IPJ � � BUILD G '€rykk. 3. RECEIVED CITY OF TUKWILA 1 P T CENTER ` \��� �` = `�\ + +�++ : \ 'A +:: ` • +�• ,� r ...0. , . - . ` - �4? \. + -• ` t \ \ ,``` ` � \ ': \\ `+`., ;- 3/8" GYPSUM BOARD OVER \ ��� +, 1/4" GYPSUM BOARD ON 3 \\ liti;ks' 5/8" METAL STUDS @ 16" O.C. •: DRAWN: wNM 5/8" STUDS PRE- DRAWER SHEET DASHED daM :w8IJ EXTENTS ON CABINET- OF CERUSED OAK CROWN SEE DETAIL F /A10.6 rAi \` + •:_ 3/4" BENDABLE PL WITH \ ` ° :., %+ 1: VENEER FINISH (WD ��r`�� DSGNR: MB -2VA) LINE OF 132 -CO PREFINISHED \ Ix. �: CERUSED OAK WOOD BASE BELOW \ +1�� _• \ \ \ $ : :�A \ \\ ; •. \\ Aitt.s‘ft144:41, � F2 -GO PREFINISI-IED CERUSED OAK \ \ „ '_ . \ + ',: WOOD CASING TRIM ON F5 -CO \ \5/8" CERUSED OAK WOOD \ p-- y. WW i P SCALE:As NOTED w WALL COVERING (SF-4) OVER :• � � h - � GYPSUM BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.G. PLINTH SEE DETAILS ON SHEET AI2.1 \ l �,� ■ ` + +� '` + IJI/ /� / /J /r . #irr� � -� 3/4" PREFINISHED CERUSED OAK � ` ,\ \ ■ \ ` A \ F2 -CO PREFINISHED CERUSED OA 672 QECI� , ARCHITECT Chris seer 1f. r�chlaS WOOD CASING TRIM ABOVE F5-C.0 PREFINISHED CERUSED OAK WOOD PLINTH SEE DETAILS ON SHEET Al2.1 VENEERED PLYWOOD PANEL \ \ EXTENT OF GROWN /LIGHT \\ COVE ASSEMBLY A ABOVE ' \ PREFINISHED CERUSED OAK CEILING \ PANEL PROVIDED BY OWNER ' , \ ' q•2 COMPLETE WITH EDGE TRIMS , rZ ` , \ \ SEE PLAN � , SEE PLAN A B F C 50 017 SHEET C PASS - THROUGH PLAN DETAIL @ SALES #12 / DRESSING ROOM ALCOVE (PT-FR) SCALE: 3" I' -0" D ;- A.211 [CEPT 5 ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE — NOT TO DECK NATCI-IED AREA REPRESENTS 'd))1. 9 1 :. r 1/2" WOOD PLANKS OVER 5/8" GYP. BD. ON SUSPENDED METAL FRAMING 5/8" GYP. B0. ON SUSPENDED METAL FRAMING 7'-8 1/2" A.F.F. 8' -6" A.F.F. - - : ' = ." ': , . "; . -.. - : :: r . - •." - _ 45 / 5/8" GYP. BOARD SECURED TO SUSPENDED CEILING ABOVE BUILT —UP PREFINISWED CERUSED OAK GROWN AND FRIEZE OVER 3/4" BLOCKING SEE DETAIL E/A10 ■ " - 4 :: . • " / .. • .. ���� ��� �_ � -it 8' -3" A.F.F. il • TO WOAD PLANKS T6 PRIMED WOOD PERIMETER TRIM —PP PAINTED GYP. BOARD �r . 4 7/8" REF. q T35 —PP PRIMED WOOD PERIMETER TRIM LINE OF T10 PRIMED WOOD WALL — -7 WALL COVERING (SF -4) OVER u �� 5/$ GYPSUM BOARD ON 3 5/8 STUD C 16" Air -As —PP BATTEN OVER 3/8" ROUGH SAWN WOOD u PANELS OVER 5/S GYP. BD. ON 3 5/8" METAL STUD FRAMING @ 16" D.G. . T13— PP�PRIMED TO FACE OF GYP. BD. T13 —PP PRIMED WOOD TRIM BOARD— WOOD TRIM • .BO_ ARIA- r : - . " " SE1=: I;?ETAILS ON. SHEET. Al2. ' SEE DETAILS ON SWEET Al2.2 : _ _ .. • ... i 0 9s FI- PP PRIMED WOOD CASING TRIM — 7' -2" TO FACE OF GYP. BOARD �} METAL FRAMING O.G. ON / ' k REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE 1- 7'-•2" TO FACE OF GYP. BOARD : "• PREFINISWED END PANEL WITH INSET MIRROR PROVIDED BY OWNER; INSTALLED BY G.G. 3/4 u , u 4 /// -.. ;. -. 1 1 1 SEE PLAN DIM 'A'— SEE PLAN - 4 3/4 n I I / T13 —PP PRIMED WOOD TRIM BOARD — SEE DETAILS ON SHEET Al2.2 _ LINE OF FI —PP PRIMED WOOD CASING TRIM BEYOND ...401111141 , EXPOSED (NP•) T31 —PP PRIMED WOOD TRIM BOARD JAMB — SEE DETAILS ON SWEET Al2.2 • ._ .. . • . . 4 " . / REVISIONS: I A BLDNG DEPT 71- 21 -07I WATCI AREA REPRESENTS -IED OPE ` MP = _ :.. _: :" _ :- : ....' : PAINTED GYP. BOARD 8 1/4 GAP WRAP CARPET INTO GAP AT TRANSITION CARPET AND PAD I I 3/4" TA HARDWOOD FLOORING i— F4 —PP PRIMED WOOD PLINTH — SEE DETAILS ON SWEET Al2.1 (1) LAYER OF 1/2" PLYWOOD OVER (1) LAYER 3/4" FRT PLYWOOD OVER 9/16" METAL DECK DASHED LINES REPRESENT CONTINUOUS STILES FROM FINISI -IED FLOOR TO FINISHED CEILING OVER 3/4 FRT PLYWOOD OVER 9/16" METAL DECK ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 I IR., ll hum = -- ffill11 /111101' M1111117 %, 71rE( /llL�� /AII I((lll... 1 / /11W 1fftLL! �11 T/ /IMILU \ \11111111 /IL IfILt ... 1 /lll1L %/)ll /ll.7■ M IIIfIRM.�11T//llUlO 1(( Irll��1 1T// 1RI1Willl�� 11 T //lllIVlI1 \1711i1(«ll<IS (FROM EXIST. SLAB) ' • ., - = m' '_ ∎_ ∎_ ∎_ ∎_ ∎_∎ ► ∎ ∎ ■1111•_ ∎_∎ ∎ ∎ ∎ ∎∎ ∎ ∎ ∎ ∎ ∎ ∎∎ ∎ ∎ ∎ ∎ ∎_••■_ ∎ ∎ ∎ ∎∎ ∎ ∎ ∎_ ∎ ∎∎ ∎ ∎■■_ ∎_∎ ∎∎∎ ∎ ∎ ∎ ∎_ ∎•11■W /11aVIII_1111/∎ ∎11111■∎_ ∎_ ∎ ∎ ∎ ∎ ∎ ∎■•rL. ±1' -4" T.O. KNEE WALL • cv (FROM EXIST. SLAB) ' v REVIEWED FOR CODE COMPLIANCE APPROVED fR(' 9 .Q •nn- CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I xxx �NH� A PASS - THROUGH SECTION /ELEVATION 0 SALES #12 / SALES *4 (PT-S12A) SCALE: 3 = 1' -0" [ City of Tukwila OE1ii 12rher_" 1-1.7Rf a --,—.. _____.„, D 5/8" GYPSUM BOARD ON 3 5/$" METAL STUDS @ 16" O.C. U r . . DRAWN: INNM " ; .. ... .. . " " • PRE — MANUFACTURED CERUSED — dam =VldIJ �_.: ; -` .' : • ;_ r ri rAl OAK DRAWER CABINET — SEE 3/8" ROUGH SAWN WOOD PANELS OVER 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING @ 16" D.C. DETAILS ON SHEET A10.7 w w ~ !— DSG N R: MB 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS @ W O.G. T33 —PP PRIMED WOOD OAK TRIM PREFABRICATED END PANEL q 1/2" l- w 0 Ntrid 22G 5 1/2" � :_ i " TIO —PP PRIMED WOOD BATTEN OVER 5/8" GYPSUM BOARD OVER 3 5/8" METAL STUDS @ 16" O.C. DASHED LINE REPRESENTS EXTENTS OF PREFINISWED CERUSED OAK CROWN ON CABINET— SEE DETAIL E/A10.7 BOARD— SEE DETAILS ON SWEET Al2.2 I SCALE:AS NOTED T13 —PP PRIMED WOOD OAK TRIM — BOARD ABOVE — SEE DETAILS ON LINE OF B2 —PP PRIMED WOOD BASE TRIM— SEE DETAIL Al2.1 �4'f 4" m SHEET Al2.2 1 ` FI WOOD TRIM WALL COVERING (SF -4) OVER 5/5" GYPSUM B::.ON D 3 5/8" u METAL STUD FING @ 16 O.C. , n Z/ —PP PRIMED CASING ON F4 —PP PRIMED WOOD PLINTH — SEE DETAILS ON SHEET Al2.I ,:r 1 • ... • • •. • '.. >" : fir - '� . +.- 1 ECt -. Chits ::.: f s. .; �� ' S ' '�`� N F2 —CO PREFINISWED CERUSED OAK WOOD CASING TRIM ABOVE F5 —CO PREFINISWED CERUSED OAK T13 —PP PRIMED WOOD OAK TRIM TI3 —PP PRIMED WOOD OAK TRIM RECEIVED WOOD PLINTH SEE DETAILS ON SHEET Al2.1 BOARD— SEE DETAILS ON SHEET Al2.2 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" O.C. BOARD— SEE DETAILS ON SH1;ET CITY (]F TUKWILA Al2.2 NUV 2 8 'cu F hrtril r CENTER T13 —PP PRIMED WOOD OAK TRIM BOARD LINES OF HEADER AND TRIM — SEE DETAILS ON SHEET Al2.2 CASING ABOVE ABFC50017 SHEET PASS THROUGH PLAN DETAIL @ SALES #12 / SALES *4 (PT-912A) ,: SCALE: 3' . 1' —O" A A ■2J1 • REVIEWED ' CODE COMPLIANCE APPROVED 1 DEC City BUILDING [CEPT 5 d.11 ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - NOT TO DECK ` l ( II • . `v 11 9 8' -6" A.F.F. . 5/8' GYP. BD. ON SUSPENDED METAL FRAMING �- i 'r � .. - : ... 8 A.F.F. il, S • . - . ': :.. 5/8" GYP - BOARD SECURED TO SUSPENDED ABOVE I CEILING ..; • • .SEE ril .17 .... BUILT -UP PREFINISI -IED CERUSED J PAINTED CROWN ASSEMBLY- SEE DETAIL A/Al2.1 OAK CROWN AND FRIEZE OVER 3/4' 4 7/B" REF. BLOCKING - SEE DETAIL E/A10.7 WA u L COVERING (SF -4) OVER " 5/8 GYPSUM BOARD ON 3 5/8 METAL STUD FRAMING @ 16" O.G. li 3/4" BLOCKING T13 -PP PRIMED WOOD TRIM BOARD - SEE DETAILS ON SHEET Al2.2 DETAILS SHEET TIM - r "m 5 9 —II II_ F2 -CO PREFINISHED CERUSED OAK WOOD CASING TRIM- SEE DETAILS ON SHEET Al2.1 / Fl PP PRIMED WOOD CASING TRIM- SEE DETAILS ON SHEET Al2.1 7 TO FACE OF GYP. BOARD 4, REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE 3/4" 4" / / / billib- --iN SEE PLAN 4 3/4" All T13-PP PRIMED 1A1000 TRIM BOARD- SEE DETAILS ON SI -IEET Al2.2 PREFINISHED END PANEL WITH INSET MIRROR PROVIDED BY OWNER; INSTALLED BY G.C. mailliiIIIII EXPOSED ( r . • - . All -• LINE OF Fl -PP PRIMED WOOD CASING TRIM BEYOND HATCHED AREA REPRESENTS ... - - : . . ' REVISIONS: I A BLDNG DEPT 17- 21 -07I = PAINTED GYP. BOARD 8 III ".._ r2 = I(/ 1/4" GAP I s._ WRAP CARPET INTO GAP AT TRANS TION III( F4 PP PRIMED WOOD PLINTH - SEE DETAILS ON SHEET Al2.1 CARPET AND PAD (I) LAYER OF 1/2" PLYWOOD OVER (I) LAYER 3/4" FRT PLYWOOD OVER 6 1/16" METAL DECK DASHED LINES REPRESENT CONTINUOUS STILES FROM FINISHED FLOOR TO FINISHED CEILING ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 Itt��.. 2'-O" T.O. FINISHED FLOOR aim llL�` /AULUI11/llL11 tit) //IL1 ` 1I11II(1 RLIIL_ TI (FROM EXIST. SLAB) *1' -10" T.O. KNEE WALL % i�riri r r�r� irr�rr�r��r�rrr �i� rrr��r��r r :�i I .'∎' ∎∎ ∎' '1• 1�'���, ��∎ ∎ ∎ ∎ ∎ •M∎ ∎IWIM∎� ∎ ∎ ∎ ∎ ∎ ∎1I∎� ∎��IW∎� ∎ ∎ ∎Sr . (FROM EXIST. SLAB) $ CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I xxx :'IH° A PASS - THROUGH SECTION /ELEVATION 0 SALES #12 / SALES #9 (PT-S12B) SCAL: 3' = I' -0' OPEN TBD RECEIVE D CITY OF TUKWILA NOV 2 8 Lt J j Fk�it�dil CENTER DRAWN: WNM 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" O.G. u • . PRE - MANUFACTURED CERUSED OAK DRAWER CABINET- SEE DETAILS — - :'.. IM &MM :INDIIJ II TAI _ IL ::;::r;::1L DSG N R: MB EImo S TI3 -PP PRIMED WOOD PREFABRICATED END PANEL j Z NV1d gas DASHED LINE REPRESENTS EXTENTS OF PREFINISI -IED CERUSED OAK CROWN ON TRIM OVER 5/8' GYPSUM BOARD OVER 3 5/6" METAL STUDS @ 16" O.G. I SCALE:As NOTED CABINET- SEE DETAIL E/A10.7 q� 5 I /2" �� /// c FI -PP PRIMED WOOD WALL COVERING (5F -4) OVER i CASING TRIM ON F4 -PP PRIMED WOOD PLINTH - SEE DETAILS ON SHEET AI2.1 5/8" GYPSUM BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.G. , : _ � • r { :� @ 6729 ' EGiSTc2ED \ ARCHITECT C ;; h Doerschiag TATE ! ' S1i1NGTtlz',' - illi.- 1 1 F2 -CO PREFINISHED CERUSED OAK WOOD CASING TRIM ABOVE F5 -CO PREFINISHED CERUSED OAK WOOD 'I" T13 -PP PRIMED WOOD OAK TRIM BOARD- PLINTH SEE DETAILS ON SHEET Al2.1 -' SEE DETAILS ON SHEET Al2.2 T13 -PP PRIMED WOOD OAK TRIM 5/8" GYPSUM BOARD ON 3 5/8" ' METAL STUDS @ 16" O.G. •9. L- LINES OF HEADER AND BOARD- SEE DETAILS ON SHEET Al2.2 TRIM CASING ABOVE ABFC50017 SHEET PASS - THROUGH PLAN DETAIL 0 SALES #12 / SALES #9 (PS-512B) 5CAL: 5' 11_01 ri OPEN , C 1 LSD A 9.2K • DASHED LINE REPRESENTS DASHED LINE REPRESENTS CONCEPT 5 EXTENTS OF PAINTED WOOD EXTENTS OF PAINTED WOOD WAINSCOT CAP ABOVE WAINSCOT CAP ABOVE 5/8" GYP. BD. ON 3 5/8" METAL 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING @ 16" O.C. STUD FRAMING @ 16 O.C. T13 -PP PRIMED WOOD TRIM T13 -FP PRIMED WOOD TRIM BOARD- SEE DETAILS ON BOARD- SEE DETAILS ON SHEET Al2.2 SHEET Al2.2 DASHED LINES INDICATE SUPPLY ALL FRAMING COMPONENTS TO BE SECURED TO STRUCTURE ABOVE - NOT TO DECK Fl -PP PRIMED WOOD CASING Fl -PP PRIMED WOOD CASING TRIM OVER F4 -PP PRIMED TRIM OVER F4 -PP PRIMED WOOD PLINTH- SEE DETAILS WOOD PLINTH- SEE DETAILS ON SHEET Al2-1 ON SHEET Al2.1 AIR BRANCH- SEE MECHANICAL DRAWINGS FOR SIZES, LOCATIONS AND ADDITIONAL INFO + DASHED LINE REPRESENTS EXTENTS OF WOOD FLOORING ON PLATFORM ABOVE - - 7 1 DASHED LINES INDICATE CUSTOM SUPPLY AIR PLENUMS TO SLOT DIFFUSER BELOW- SEE MECHANICAL DRAWINGS FOR SIZES r - ' 3/4" PAINTED WOOD PANEL OVER 5 1/2" 4" 5/8" GYP. 5D. ON 3 5/8" METAL 1/4 _ :: :::D AM TI3 -PP PRIMED WOOD WOOD a • "+.. .: � _ \ TRIM BOARD- SEE TRIM BOARD- SEE / I m - Jlh al d,lh :.1 - DETAILS ON SHEET Al2.2 - : ., .} nb/E 1 H 0 CD 0- DETAILS ON SHEET Al2.2 r n b l l i n n \ 5 I / ' d ■ DASHED LINE REPRESENTS EXTENTS OF OPENING ABOVE AT WAINSCOT ASH LINE S S DASHED L E REPRE ENT EXTENTS OF OPENING ABOVE SEE REFLECTED _. "- .. . CEILING PLAN WALL FINISH MATERIALS AND APPLIED TRIMS VARY- SEE ELEVATIONS RCP FOR ADDITIONAL /CROWNS AND INFO ` ; , _ . " , :. s : . k% r N i I 1.11 inii. : =fi �� 5/8" GYPSUM BOARD ON 3 5/8 METAL STUDS @ 16" O.C. I 1 ' 1.■ /2" q'_ A.F.F. REVISION DIRECTIVE KEY B.D.— BUILDING DEPT. T.D.— TENANT DIRECTIVE G.G. — GENERAL CONTRACTOR DIRECTIVE L.L. — LANDLORD DIRECTIVE �� ' � Pi I_ EXTENT OF WAINSCOT CAP BELOW 5/8" EXTENT OF WAINSCOT CAP BELOW 5/8" GYP. P. ON 3 5/8" METAL AND ADDITIONAL INFO I ir GYP. D. ON 3 5/8" METAL STUD FRAMING @ 16" O.C. DASHED LINE REPRESENTS FACE .I I PAINTED WOOD CROWN ASSEMBLY- SEE DETAIL L/Al2.I I ■ STUD FRAMING @ V O.C. DASHED LINE REPRESENTS FACE OF APPLIED WOOD RAILS AND STILES OF APPLIED WOOD RAILS AND STILES ON WAINSCOT BELOW Fl -PP PRIMED WOOD CASING TRIM + I 5/8" GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" O.C. ON WAINSCOT BELOW Fl -PP PRIMED WOOD CASING TRIM OVER F4 -PP PRIMED WOOD PLINTH- 5 1/2" PAINTED LINEAR SLOT FUSER- SEE SHEET MI FOR ADDITIONAL INFO OVER F4 -PP PRIMED WOOD PLINTH- SEE DETAILS ON SHEET Al2.1 �� F1 -PP PRIMED WOOD CASING TRIM- SEE DETAILS ON SHEET Al2.1 ' • If , REVISIONS: I A BLDNG DEPT 11- 21 -07I r EXTENTS OF CASING ABOVE `l SEE DETAILS ON SHEET Al2.1 A EXTENTS OF CASING ABOVE � 7' -2" TO GYP. BOARD /2" q.3 � - - -- -� � 1 /4" - i/4" ' �� ...: .. ... _ .= A .. _ ... ... K .:.. " Fl -PP PRIMED WOOD CASING TRIM- + .. _. J ` - �� SEE DETAILS ON SHEET Al2.1 .. , - \ ` = T13 -PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON SHEET Al2.2 V 4" EQ EQ 4" r--- - " , , :.. T _ _ T 5/8" GYPSUM BOARD SIM. T13 PRIMED WOOD T13 -PP PRIMED WOOD TRIM BOARD- SEE DETAILS ON II ISSUE DATE: PERMIT DATE: 9H5/07I I LANDLORD DATE: 9/14/071 BID DATE: 9H5/07I MASTERS 7 -27 -2007 1 • • 3 -3 1/8 T13 -PP PRIMED WOOD TRIM BOARD - SEE DETAILS ON SHEET Al2.2 LINE OF F1 -PP PRIMED WOOD • - " " -PP TRIM BOARD- SEE DETAILS ON SHEET Al2.2 SHEET Al2.2 • • " • : " _ _ _. . - ." • ...: - • q.2C . �, 1 5 5/8" GYP. BD. ON METAL STUB FRAMING @16" O.G. (EXTENTS OF WALL FRAMING TO ALIGN WITH EXTENTS OF PLATFORM + CASING TRIM BEYOND PAINTED METAL RAILING W/ WOOD HANDRAIL SECURED TO WALL STRUCTURE AT BOTH ENDS -SEE A3 ON SHEET A11.4 ADDITIONAL INFO :. .. "- :: • • .. - . �.- " .:.-. "_ ". "..: -.. .... " . • .. : - .. - 5/8" GYP. BD. ON METAL STUD FRAMING @16" O.C. (EXTENTS OF WALL FRAMING TO ALIGN WITH EXTENTS OF PLATFORM FRAMING BELOW) FRAMING BELOW) PAINTED METAL RAILING W/ WORD HANDRAIL SECURED TO WALL STRUCTURE AT BOTH ENDS- SEE DETAILS A -4, A -5, AND G -5 ON SH1=Er AI1.4 FOR r / � LS CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 DRAWN: kW 1 CHK: XXX FOR i " • . ".. :. - •.••' . "" • .. DASHED LINES REPRESENT CONTINUOUS STILES FROM FINISHED FLOOR TO FINISHED CEILING ": . , d" ADDITIONAL INFO - 1 1 J c .:. 32 -PP PRIMED WOOD BASE, SCRIBE TO FLOOR- SEE DETAILS ON SHEET Al2.1 3/4 " WOOD FLOORING OVER 3/4" WOOD FLOORING OVER 3/4" FRT PLYWOOD ON q /I6 METAL DECKING uL n 91 /I �- A -5 I REVIEWED FO CODE COMPLIAt DEC CE 5/8" GYP. BD. ON METAL STUD FRAMING FRAMING @16" O.C. - • I I. I j 3/4" 3/4" FRT PLYWOOD ON q /16" HANDRAIL SECURED TO WALT STRUCTURE AT BOTH ENDS- SEE DETAILS A -4, A -5, AND C -5 UN SHEET A11.4 FOR ADDITIONAL INFO r - METAL DECKING l' -6" FINISHED FLOOR ■ ■ /l BUC City ilir vwr�iiv wr�iuwrw4mii rzr�iuv:r�. �J rrr WJJEFwwr nl (FROM EXIST. SLAB) ±1' -4" T.O. KNEEIWALL, f . :r - 5/8 GYP. BD. ON METAL STUD FRAMING FRAMING @l6" D.G. WU% :IH8IJ ■■■■■■■■■W ■■■■■■■INFAL‘Mik`SI ■■■■■■■■■\ :" . . LINE OF TRIM BOARD r_ • (FROM EXIST. SLAB) 119 — , I KNEE WALL ASSEMBLY SNOW! GRAPHIC PURPOSES ONLY- R STRUCTURAL PRAWINGS FOR EXACT SIZES AND LOCATIONS OF ALL RAISED FLOOR STRUCTURAL MEMBER me N PRIMED WOOD PANEL t- 5/8" GYP BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.C. 4" LINE OF TRIM BOARD ABOVE ABOVE 4" ' ` 52 -PP TO FLOOR) DETAILS PRIMED OVER ON SHEET WOOD BASE (SCRIBED 3/4" BLOCKING- SEE Al2.I \ \ FLOORING OVER DSGNR: MB J " �~ co 3 3/4" NON -COM. BLOCKING /4 G ----- - _ __:.____ . - I SCALE:AS NOTED 5 1/2" 5 1/2" T13 TRIM -PP PRIMED WOOD BOARD- T13 -PP PRIMED WOOD TRIM BOARD- " 1/4 /4 SEE DETAILS ON SHEET Al2.2 SEE ON SHEET DETAILS Al2.2 \ 3/4" TAG HARDWOOD Fl -PP PRIMED WOOD CASING TRIM Fl -PP PRIMED WOOD CASING TRIM OVER F4 -PP PRIMED WOOD PLINTH- OVER F4 -PP PRIMED WOOD PLINTH - SEE 3/4" FRT PLYWOOD OVER q/16" METAL DECKING ON 6" METAL JOIST FRAMING AT 16" O.C. DETAILS ON SHEET Al2.1 SEE DETAILS ON SHEET Al2.1 6729 , . i " c -µ ARC' r E6 A .. T , - ' erschlag - - ':. 1NGa , 3 5/8 GYP. D. ON METAL STUD 5/8" GYP . D. ON METAL STUD FRAMING FRAMING @16" D.G. FRAMING FRAMING @l6" O.C. RECEIVED *SEE INTERIOR ELEVATIONS FOR *SEE INTERIOR ELEVATIONS FOR CITY OF TURN. ILA ADDITIONAL TRIM AND FINISH ADDITIONAL TRIM AND FINISH 1,9V 2 8 '1i . ;1 MATERIAL REQUIREMENTS MATERIAL REQUIREMENTS PtthML I CENTER ABOVE WAINSCOT , ABFC50017 SHEET A TYP. SECTION / ELEVATION 0 LIVING ROOM OPENINGS SCALE: 3 1' -Or LIVING ROOM OPENING PLAN DETAILS �� r I_ r SCALE =1 A9 ■3A U. I A A A [CEPT 5 4 I/4" 1/4" 5/8 GYP BOARD ON 3 5/8" METAL STUD FRAMING @ 16" 1.4 -... PIP' O.G. • 2'-3 I/2" T.O. CI-IAIR RAIL eiN " t . .,.... „. 774- . cn 1 TN • - .....r. - (FROM FINISHED FLOOR) 1' sa FIREPLA / IV : I T43-PP PRIMED WOOD CAP 1 / ' " T8-PP PRIMED WOOD TRIM , :••••.-:: - !-W.,•';- :- -=.,:-.: ' i' '.:-Z_ 1. 4. 3.-,:s.,: 5 N...R, :-..-* .'):' ,---.5. .;---....f-xa.'.....-. .„,...:...,-, ,....grz,l..7.5 ..:,,..4-. ,..... , -.4- :-..,, .. ..F.artnii;.=:A1 tr, _ , , ..4,1.73. 4 .: --:s. ..--,u _. P: -,:s 1 , : r..-..-54,:...-4....e: .._,...,,,. . ‘ -st=1:1 , ...'i , :i - - - P .,- , .-z 4. - ' "s ' V: ''''''''''''''' - --_,`,.'N • .4,14.z.- ,.....--. -E.....c.f4:... --,..-1. -...,..ek-. .,..'"4''.`. - zz-*,;•. , :. •-"... ,- z • ', : -1,--....;:k-f-r...,:,.. -G..:,.. :;....s. -. zcZ:•;:!%-.,--4i. -:1-:51::-:.:_ r - :-.:+-i-'- , -!' 6 * ,t, ;.: ,t I II I I II 1 T13-PP TRIM 4, B-1 EQ 4 EQ = 4 1/2" = I EQ d g 7 , 1 A A EQ . 4, EQ 1 EQ " EQ / 02;,, EQ / 7 = 4'-11 1/2" EQ 1.. EQ -.= ..-- • ' ,. ,., • • ... ./ 4>,' WAINSCOT _ PRIMED WOOD BOARD- SEE DETAILS ON SHEET Al2.2 7 ELEVATION (FIREPLACE A SIDE) A 7 5/8" GYP BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.C. T15 PRIMED WOOD TRIM - . _ ..._ BOARD- SEE DETAILS ON SHEET Al2.2 TYP. 4 .k3 •-'% •: ,.'..:.; 2.,A. “!:- ze-•_.: ••,...11-..t&t:•44A -.1-e--..1.-.. t.-:;',74 _ _ •--,--,-.7 .. '` - ...„-: ,, A,N!...,? : : : :::rpj..1. , v... ;:4 " t;VAFI r Aiff -:-.-:;,.;-•,-::::,,,--; -2 - - I f:-'X7: 1 .-q,";.'.3 - fe i ! ..e.4.7 .:-.1....:-ts ; :. ' ; fg- -i :i - -" -.=0.:,- tr-- . :::- . 4 1 :1t : ;:""*T ,4 -';! ; . .',...'0.-%!,-::: z gt ,, : 'iSt:t*Vg .T....••.,,,,..z.v... .: - - ` .. -: - .7 - ii;r:.;: . ki-71;. ::••::-.:;;;...e7;::,.:4... :7;;;:t3:=.., : , • - •...w ----- •.,:y.r.-&., ffill.::5„:.,.zii.;-$.;x - '''-t.Z, :_:'-';:;',-.-f4-1 - ,-=:_=._--,dt - L--...t_N . ,.--L,-.4-:.‹ :::=%.%i :!:-7; 132-PP PRIMED WOOD BASE (SCRIBED N .. . ■ TO FLOOR) OVER 3/4" BLOCKING- SEE DETAILS ON SHEET Al2.1 1 I 1 I h EQ h EQ h = = ,. EQ EQ EQ EQ 1 EQ EQ EQ EQ EQ EQ 1 EQ ) EQ 1 3/4" HARDWOOD FRT PLYWOOD DECKING FLOORING OVER 3/4" OVER c1/16" METAL / • 4' -11 1/2" / 4 1 , ,, / 4 / 1 / 4 1 / / 4 1 / / 4" / / 4 / 1 / 4 / 1 „4 . ,,4. 4'-11 1/2" B-2 WAINSCOT ELEVATION _ .."L- oo .• . . w- . - - _____ - cz o 8 .... 0:1 ) (7 ••■••••.......rmlim. I to ii A TYP. SALES #10 WAINSCOT SECTION SCALE: 3 = l' -0' LIVING ROOM WAINSCOT ELEVATIONS SCALE: 3/8 = l'-0" C OPEN Th1) TOP PLATE - , . : . SEE 'CONSTRUCTION PLAN' FOR ADJACENT WALL AND 14 K J REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE ‘% CABINETRY CONFIGURATIONS 3 q .3 F.O. EQ . 2' 1/5" EQ. ,Ib /l 9 -15 1 ' ne' 11g' 9 „9 /5 01 n 11g /5 01 11 .... • 0 . ,. :‘-:•-;!-•:.;•:::;,•'•".:- ., :'•••7- - -:.:;• :,•::•:• ::. ..... i.."? • - -.'-': - .i:f -d . "?_.',.--]::',-_.•-. - ' -- "-. q.3 q .3 5 1/2" 4.9% ar ..._ 4 - • ..;::' . . • 4.; •- -. ' 1. w 1. ' ' Y• 7 '� II /I 6- . •.... .., .. . .. ., . . _ • - \\ --... I-- .. t VENT UNIT WITH 4 EACH BACK , in 1 7-'n EQL 3 1/2" EQUAL (3) PIECE PREFABRICATED .:. .... .. .., ._,... . . . a • AND SIDEWALLS G.G. TO FIELD I CUT IIZ /I I11 MANTLE 13Y CHESNEY'S 'GEORGIAN BURLINGTON° 1/2" MIN CLEARANd REQUIRE') ... • • I n in . ;r I Tit 0 2 I 0 W E 4 Lt u_ .-.,;.:; , .... :::: , - _ • , . - . „. , •• :., -.. •• • ., . . 1/2" MIN :LEARANCE REQUIRED ...\\ La 0 cl EL1 E . 13c ■ La u.1 77 _t 04 -...... - L _ T I. - ZNI o 9 /5 GLUED IN PLACE BY G.C. ... ,' I I I I u u I I u I FP-2 I II 1 111111% • . 111 4 01111 11 + 1 3_111 • Y \I 1 •-: 4 _ ,• . . - • ONE ROW OF AND SIDE UNITS TO 6 3/5 DIMENSION BACK -..- 7 HIGH in 1 ; - '''' i I IP l I Illt IM 1 ,.,' :SNOISIA3a e BLDNG DEPT 11 -21 -07 1 li 1i I 43/1 L - 1 1 - v. 1 9.3 11 8/5 0l ... . , - - - • '''' NO BASE PLATE THIS UNIT 4 " 1111% I I II • . :I 1/2" • .•. , iiii 1 _. . . 9 N., 2'-ci A 134.: 4 " AV .-- ri ,- 14 b 1 - DASI-1ED LINE REPRESENTS , MANTLE ABOVE it 1 1/4" +--\- ±. li 3 I \ilk • . . - .42 . - - - • , 0% :■.1.._. 0/: 3 , az) ...) • ._ . • • ..••- /..-- .24 4 1/2" 1 2 1/4" 3 3/4" PLYWOOD OVER EQUAL 2 1/5" EQUAL /I ‚ .3/ , 4..... (3/ Ir '' ,c-- -8,, k,,, 1 A 7. 0 /7.6;0 C)- p ' . . . - ,. ,.. . •• 5 1/2" ISSUE DATE: PERMIT DATE: 9H5/07I LANDLORD DATE: 9P14/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 , r ,, ,, 1 / .1 . Z FRT SLEEPERS 3/4" HONED SLATE BASE SET FLUSH 1--- , SEE: 'INTERIOf ELEVAtIONS FOR FINISH R:EQUIREMUNTS , :. : FP-1 StONE SUO.ROUND- !SEE A0.3 , : , , STONE 44EART1-1,1 REFER 10 FLOOR , FINIS1-1 PLAN •. . , FIREPLCE SCRtXN BY OA1NER- G.C. SHALL DRILL WILES IN FLOOR AND SCREE11. AS 51-10 . ; , •., ' , i N To --,.. STONE SURROUND AND HEARTH TO ADJACENT HONED SLATE HEARTH ---. • •--: , T.- - :: .. . ,, I K -■•, ",:,;;:;.::-.-;.• . , :; - 1-:. , ...-:. .... -•-••'-s- !'.:7-, . - -...• . , ,. --- / \\ I FP-1 LI VENT-FREE KIT, - ,•.::-...-',.';.---.•'• -. -...:: --.:, „...„ - • ..• ''' .: CO .- • 4 . • • .... j p1' /I 8 - t • r. • • r,• • • • IIY /I 1 - J C • 3 5/8" METAL ; STUp5 @ 16" O.C. AX ; i LINES REPRESENT WOOD BORDER AND; STONE 1 I-IEARTH BELOW ' 4 -7 1/2" MODEL DEB24, NATURAL .. ... „ , INSTALL GAS; CONTROL TYPE: MILLI-VOLT. LOG KIT SUPPLIED BY OWNER AND INSTALLED BY G.C. VENT-FREE FIREPLACE UNIT TO BE ISOKERN VENT-FREE SYSTEM OR EQUAL ,..-• ,--. • ..-• • z.:.:' '-,,•-:;". ..!`..;:. :. • • .. • • ; ', i , ‘, , , ; ' CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :NHO NOTE: G.C. TO VERIFY IF SEPARATE FIREPLACE PERMIT IS REQUIRED. •• 1311 31_111 1311t ..,. D FIREPLACE INSERT DETAIL SCALE: 1' = V-0" • FIREPLACE DETAIL (ISOMETRIC) SCALE: 1 = 1 FIREPLACE PLAN DETAIL scALE: ii . l'-o" G FIREPLACE SURROUND ELEVATION (OPP) SCALE: 1' . 1.-0 DRAWN: VINM (3) PIECE PREFABRICATED CHESNEY'S 'GEORGIAN BURLINGTON" GLUED IN PLACE 15Y G.C. 'X' 5/8" TYPE I X 1 GYPSUM WALL BOARD TOP PIECE OF PREFABRICATED r RE-VIE/ FOR , -.DE O com LA A NCE • 5 1/2" u..t L.) < ix < 1.14 Go 1 i I 1 MANTLE BY dOM :1^181A 1/2" . i i J _ • • -.. 4 .:, • - • • .. • DEC 2 P 2err ' 'LI Oty of fT-7-------- uovlia 13 _ ;•11...ING Drvi h i al U Z L < 0 cz z < < lit 5/8" TYPE 8 1/2" GYPSUM WALL BOARD Li 6 PI . !!r,/ , , q.3 . 1 PI ! il 1, , MANTLE ...... • T. • • • N - Cn\ STONE INSTALLER TO PROVIDE AND/OR HANGERS AS REQUIRED SUPPORT MANTLE CLIPS TO IN4 -... MODEL - 1" KIT -cn LINING •-• Z cn I ;1- - '''' di 5/5" TYPE 'X' GYPSUM WA LL BOARD DSG N R: MB N FP-1 4 . ... • 2 1/4" 1 • I : I . ..:, ir STONE SURROUND / / / ,_- / II li / 1: 1 k / / A / / - ii II I / " 1 11 / / / /*/ / / . „ 1 1/2 ...: • • : ,. ,. • ..:, : -. • - • - V A V / / = ..si 7 : in / / . " / / / / / / / / ..„ , .. -..: ... • _ . .... 0 I in VENT-FREE GAS LOG KIT, DEB24, NATURAL GAS; CONTROL TYPE: MILLI-VOLT. LOG SUPPLIED BY OWNER AND INSTALLED BY G.C. . I SCALE:AS NOTED EK - < i t_ . „, = .._, i, i 114 u z ..„ ,,, V I / / v , , 1 / = 11 I, ■ -. < , ., 110 _.,... 1 / -11 LI TO • • I L_LI/ / .,. - - .-. .. - • • 3 11 8 3/16" FP 3 ( / •i.. 1-1/8" TI-4ICK FIREBRICK \ \-- C. / / / / "AI , , i- r1 ,,, ( i / L/ il / I ,,, 7.. -...7.. 1.0 Ln 6729 FOISTERED ""HITECT ' stoptr K. Doersthlag ii k STA.. ASHINGT1 (..-__ .... . _ : , _ . • . . . . /VW'S' ••■.....- / EXPOSED E) 0700" a t RECEIVED CITY OF TUKOPLA NO V 2 8 26:j i PhiVil r CENTER / - '21.1WAVAP , VA:11•4V-AneVIV.A.7■••-•/./Vdr: , .•:AUr21 le.Y...••■•■••Wat ••■•.2 1/2" • - . . • - .4 • . 4 • 9 4 . • 4 • . . . . 1144141 /1) . ..- . . . . 4 •• -4 • 4 . ' 41 - • . • •I \ Tn 0 (r) 0 11/11 / 4,,,, 7r II- / it .1! ) -1 ` i / / / / / / 5 15/16" lo - STONE HEARTH FP-1 \ La 5/8" F.R.T. BACKERBORAD SIDE IECE OF PREFABRICATED P MANTLE (I OF 2) ..- 1/2" I-IARDWARE PROVIDED BY OWNER, INSTALLED BY G.C. 3/4 1-10NED SLATE BASE SET FLUSH TO ADJACENT 1-10NED SLATE I-IEARTH I FF II ABFC50017 - SHEET H FIREPLACE SECTION SCALE: 1 = 11-0 ... FIREPLACE SECTION SCALE: 3 = 1 1K FIREPLACE SECTION SCALE: 3 = 1 FIREPLACE SECTION SCALE: 3 = 1 A 9 • 3 B U. I 2 1 " 11 7/8" 5/ A NOTE: FACE t (2) DUPLEX OUTLETS IN CAVITY FRAMING BE1-11 ND CABINETS TO BELOW CABINET- LOCATE ALIGN WITH FACE OF FRAMING [ CEPT 5 / ,� I -' q' -7 1/2 A.F.F. VARIES q 3G FINISHED CEILING ADJACENT TO ACCESS PANEL 7' -2 1/2" R.O. ON PLATFORM BELOW TO --- " 1/4" SHIM -5 5/8 CREATE CONTINUOUS SURFACE 1" FOR GYP. B)✓ 3 3' -5 5/8" 1/4 SHIM 5/8 GYP. P. ON 2 1/2 crr� METAL STUD FRAMING 5/8" GYP. BD. ON 3 5I8" 1G �' �:" i d I I - - - -s da.�..� -- - -- .--ii:: � .. — r iri--------- i-- ._� - rrriiiiir . . iiiiiiiiiiiiiiiiiiiiiirriirriirririiririi . i. , 1 €� 9 — ' I/2 A.F. ■ 1 PAINTED M 11 1 PAINTED MDF SI DE PANEL � 110:7 ►- TOP O F GRO , T -i _ n TOP OF GROWN ' _ , METAL STUD FRAMING 1 1 - �� Is L _J L I ' � ■ u■ �■ 7i■ iM illi■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ i■ iIi ■i■iMi■illilliriBi■ililiMiliniM Ali■ i■ i■ ili■ i■ iMi■ i■ i■ i■i■i■ilillillilli�i■i ■i■ini•inili i ■� - 2 ' t 1 1111111111;AP LL_ ; ; L�i � j ; PAINTED WOOD GROWN _ ASSEMBLY- SEE DETAIL L/Al2.1 i 5/8" BOARD ON 3 5/8" " n r l I---I Ill 5/8 " GYP. BD. ON 3 5/8" 4u � " G.C. TO INSTALL.. CABINET PER MANUFACTURERS SHOP DRAWINGS 1 GYPSUM n METAL STUDS @ 16 D.G. / / / 5/S" GYP. BOARD ON 3 5/8 METAL a 1 7/8 1 7i 8 " �' �` 4 1 7/8 1 7/8" �'/ 4" 1 7/8 u / / / / 1 7/% n • GLASS IN PLACE AFTER .f' / / 1 7/8" 1 7/8" HIDDEN LINES INDICATE B SHELVES TO BE SET METAL STUD FRAMING LINE OF CABINET BOTTOM BELOW LINE OF WAINSCOT CAP BELOW FIBEROPTIC ILLUMINATORS) (BEHIND ACCESS PANEL BELOW CABINET)- COORDINATE LOCATION WI ACCESS PANEL � ` T13 -PP PRIMED HARDWOOD TRIM A ��:��������+ • q.3C •q.3C INSTALLATION OF PRE PRE - INSTALLED FIBER LIGHT- TYP T -13PP PRIMED WOOD I/ / K% S% , �I � " " 1 \ / -FAB CABINET OPTIC STRIP CABINET TRIM / BELOW -�' — STUD FRAMING @ 16 O.C. T13 PRIMED HARDWOOD TRIM — FACE OF TRIM BEYOND 5 MM GROMMET HOLE 30 1 / .0 ;I ° -PP LINE OF PREFAB CABINET PRIMED WOOD TRIM FIBER BT EAI OF LE: SALES #10 CABINET REFER TO CONSTRUCTION PLAN FOR DIMENSION i 0 g 01 id 1 (TYP.) I% OPTIC LIGHT SHROUD BEYOND RO 0 r � 1 / 1 - - 1 DASHED LINES INDICATE CABINET ON PLATFORM BEYOND (SEE PLAN TO V APPLICABLE LOCATIONS) / 4 / 11 EQUAL SPACES E F / / 0 1 / 1 a \ TEMPERED GLASS SHELVE 5/8 II GYP. BD. ON 3 5/8 II METAL STUD FRAMING T13- PP /T15 -PP PRIMED HARDWOOD TRIM BOARDS 5 3/8" T• TYP. • q.3C • q.3G In% % — 1/2" METAL STUD WALL BETWEEN CABINETS PRE - INSTALLED FIBER OPTIC LIGHTING BEYOND z IK NOISN3WIa ?10 Ntr NOI13f1?JJSNOD 01 N2Ag 1 d,11 — i $ 14 P I_ 1' o ��� 1 0 I i 30 ) Ill PRIMED MDF SIDE PANEL- G.C. TO SECURE CABINET TO WALL ASSEMBLIES AT SIDES OF CABINET :) A WAINSCOTTINC- 10 g 1 / ) _ _ - q. ■ ETA IL 38 lO r���r�rmr " , ... �■1 : DUAL SPAC �v- ___` � ' SIM. A r l /EQX • q.3B 8 x 16" METAL ACCESS PANEL INSTALLED FLUSH WITH ADJ ACENT GYP.- PAINT TO ` .. ... ^ ... - � La = : c� ; = -. - — -- - -� rn REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE ' ' _ II 11 -\ I I `� — ���� _ _ __ �. �� �__� 11 F ° - ' _ `► 1� - (2) DUPLEX RECEPTACLES INSTALLED ACROSS FROM ACCESS PANEL 1. B2 -PP PRIMED HARDWOOD BASE i 8 "x16" METAL ACCESS PANEL- mow co FIBER -OPTIC ILLUMINATORS) BEYOND- GC SHALL SET IN PLACE CENTER IN WAINSCOTTING PANEL, INSTALL FLUSH WITH P ANEL P , I GYP.- PAINT 1I 4 X 3/4 GROOVE PLANKS DARK OAK TONGUE AND WITH 4=== 5 3/8" X 1 1/4" RouGN SAWN RAIL/STILE CEILING TRIM WITH DARK OAK ===t CEILING PLAN SHOWN FLAT FOR CLARITY 1' -3 1 /2" ADJACENT TO ACCESS PANEL :SNOISIA3d I A* BLDNG DEPT 71 -27 -07 5/8" GYP. BD. ON METAL MATCH ADJACENT FINISH Fl SI -I FINISH - TYP. STUD PLATFORM FRAMING •NOTE: BARREL VAULTED A I SECTION THRU CABINET SCALE: I' = 1' -O' B ELEVATION OF SALES #10 CABINET SCALE: I = 1' -0' ® REFLECTED CEILING PLAN SALES #10 SCALE: 1/4' = 1' -p' 1 1/2" BLACK IRON CHANNEL AT 16" O.C.- G.G. BEND AS REQUIRED TO MEET RADIUS 1 1/2" BLACK IRON FRAMING AT 48" O.C. - TO MEET BEYOND 11 X 5/S" OF 5 3/$ PLANKS AND GROOVE n ON 7/8 HAT AT 16 O.G. 1/2" PLYWOOD A 12 A.F.F 12 A.F.F • I CHANNELS BEND AS REQUIRED RADIUS ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/74/071 BID DATE: 9/15/071 MASTERS T-27-2007 ������� ` ='_ �'� � ` LINE OF RAIL/STILE S Si TO FACE OF WOOD CLNG @TOP OF ARCH _ . - r- TO FACE OF WOOD -- - -, ��= _ -. - 1 4 l z - - CLNG @ TOP OF ARCH ' - -- � � 11 < G 0_ ` - 'I r - ; I I I I - (t) LAYER DF G OVER 1/2" G_W.B 1/2 PLYWOOD r ON 7/8 _ I I - - r I I • . ' q C1 u- �� r .. / q.3C METAL FURRING CHANNELS OAK TONGUE u� PLANKS AND q ND STILES Q 4 Q 4.. � 0 V 44 0 , '" 1 4 .j) (2) LAYERS ROUGH SAWN 4" x 3/4 TONGUE \ 3 . \ 1 / ` 4 ' \`�` w } ° , ` // q' -7 1/2" A.F.F T.D. CROW ASSEMBLY -- I I ,I \ ' I ' I L__ r WOOD PLANKS n 1/2" GYP BD. - - -- - - - - -� I n 1 J FL- ---- - ---Til 1 1 u p �L p 1 f� 11 1 i 4 " x 3/4" DARK I-•- _ _ IIQ ^' I III 1 Ip i u ill la III �° _ - � u i 41) 0 AND GROOVE I a LINE OF R LI BEYOND 5 /8" GYP. BD. ON 3 5/8" CHANNELS L n 1 p1 �\ Q — ; / \ \` � 1 '/ `\ to to ,/ . . / ` ` ; \ , O PEN TO SALES 12 / \ / \ / / \ `\ , % N \ ' ` i \`� \, \ f I u J 1p J �{ - LS CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I xooc :NHO / / (1) LAYER N D I I F1 n1 pI = = = = in u p ill IF= = = =i11 9 I a i I :jIII I I i u la 11 I n Hi �9 1n 1 Ia 'y = =� � 1 u u q 111 1 F = = = =a51 III i u 1n Ip I p I I p l n1 III a I _�' u 1 0 11 p EF=== 11 I I I I :zzz 1 I , I , RAIL /STILE DETAIL SCALE: 1 1/2' = I' -0' `\ ; , . b , n f� II II ll II �� II 11 II D 0 7. . . . . . 5 4 4 i xxx:NMdela '° METAL STUDS AT 16" O.G. � a �\ `\ j IA Ip la IR ill r====93 \ \ ; % e dam :wQlIJ I CODE COMPLIANCE � PPROVED ' -- II II __ I I • q.38 I i II 1 1 \ \ 1 1 -- 11 % pCISTING MALL STRUCTURE ) ' -3 1/2" 4' -q 5/8" REF. 8' -0° 20- -2 1/4" FACE OF GYP. BD. TO FACE OF GYP. BD. 4' -q 5/8" REF. ' -3 1/2' -3 1/2" BD. TO FACE OF GYP. BD. ' -3 1/2 H i City Of Tukwila B ILO. DSGNR: MB )' 20 -2 1/4" FACE OF GYP. / / HOLD - CRITICAL DIMENSION / / HOLD - CRITICAL DIMENSION UNISTRUT - P5500 SECTION THROUGH SALES #10 ROOM SCALE: 1/2' 1' -O' SECTION THROUGH SALES #10 ROOM SCALE: 1/2' 1' -0' P2786 CLAMP I SCALE:As NOTED STRUT TO BEAM ". RECEIVED �- - CITY OF TUKWIL4 NOV 2 8 L J, 15/8" X 20 GA. METAL STUD FRAMING 1/2" ALL THREAD. PROVIDE PEhMiT CENTER 6729 RFGl ARCHITECT .... op13• DD?rSC 11a STIR ` :' MGT WASHER AND BOLT TOP AND BOTTOM. Il /1 // 11111 \�17 / /)l1< /1ILt \ \711I / / //l \�11I / / /)Il /1l 1 \1 711111( /l/lt` / /lltlllt/Ill /hilt\\ :/ /1///I _` PROVIDE 3/4" FEMALE THREAD (2) LAYERS OF 5 3/8" X 5/8" ROUGHS SAWN CONNECTION PLANKS OVER 4" x 3/4 T*G WOOD PLANKS OVER /� /�+ � B F C 50 O 1 ,.- 1/2 FRT PLYWOOD OVER I/2 " GYP. BD. OVER CHANDELIER JUNCTION BOX 3/4" HAT CHANNELS AT 16" O.G. SECURED TO 1 (CENTERED IN SALES #10) 1/2" BLACK IRON FRAMING CHANNELS AT 48" O.C. SHEET A 9.3C Fl CHANDELIER BLOCKING DETAIL SCALE: 3 1 = II-0 .III _LJ1 4 /4" CONCEPT 5 2 1/4" le 1 1 I I I I I 1 1 I I I LI 1 • - \ 1 -II- 1_, - 81-3 S " .1 _t < ca LI \ op A — 3 3 1/2" = A10.5 1 i TYP. CASHROOM "--- CABINET SECTION . PLYWOOD SUBSTRATE - ÷ 1' +, P--",-- PLYWOOD SUBSTRATE -1. 2 TO GYP. D. B. 01( B. TO GYP. D ' irl( ( - 7 2 1 -6 I .. L 1 I . : . • - • . . , - . . , . , • • • . I i - , • 0 17 ) .; Li 0 0 I 1 . 1 I 1 . T13-CO PREFINISI-IED _ CERUSED OAK TRIM BOARD _t < § 1 I Ili I T13-CO PREFINISHED CERUSED OAK TRIM BOARD 1/4" CERUSED OAK VENEERED PLYWOOD OVER 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING @ 16" O.C. = .; ; I- < E Ei5 { 0 ' j LtF 1 1 I I 1 \ I C I I I I I n Z —,ZI 9.4 A I I F-4 1 I 1 . ( ) 0 V 0 (-7 0 0 0 ,.. \ I I I I TJ 1 i 1 11 . n C3 Li I I 1 I . I I 1 . 1 i = r< C.) - 1 I . I— < E r ra - \ e _t - A . u4 1.,. v •--- TYP. CASNROOM CABINET Z PLAN DETAILS . 9 I 1 - __ - . Qi I 1 REVISION DIRECTIVE KEY B.D.— BUILDING DEPT. T.D.— TENANT DIRECTIVE G.C.— GENERAL CONTRACTOR DIRECTIVE L.L. — LANDLORD DIRECTIVE I 1 0 I A10.5 in T13-CO PREFINISI-IED CERUSED OAK TRIM BOARD 9.4 1 ..._.. ;,- I ._ _ _ I I I I I I — 7 4 " 2-4 1/4" " 1 I I 1 I i i i - ,I - - - :SNOISIA3 I I A BLDNG DEPT 11-21-07 II( I I I I ill Ili. .3I I III 1 I 1 i d irrumonpummummaimilmormeireurandralwrimiao., 1 A CASHROOM ENLARGED PLAN SCALE: 1/2 • 1 + e I 1 ISSUE DATE: PERMIT DATE: 9H5/07I I LANDLORD DATE: 9H4/07I BID DATE: 9/16/071 MASTERS 7 -27 -2007 , r._____,coRDA7picpEoRvmjoEpv LIAM c) 0 ‘‘,.. SI DEC 2 8 2007 i ' i 1 1 i ii • : $ i 1/4" VENEERED PLYWOOD OVER /8 GYP. D. OVER 3 5/8" 5" B METAL STUD FRAMING @ 16 0.C. - • ... 774- - l T15-00 PREFINISHED GERUSED OAK WOOD TRIM B WALL SECTION AT CASHROOM SCALE: 1 1/2 a 1 C -----_________________ WALL SECTION AT BACKWRAP City Of Tukwila SCALE: 1 1/2' a ILO' BUILDIN DIVISION LS CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I �ooc �NH� - T ) 1111111111111111111111 a-co PREFIN151-IED CERUSED OAK WOOD BASE OVER 3/4" BLOCKING- BASE TO EXTEND TO FL SUBFLOOR BELOW 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111H111111 1 1/4" r I + + L N. ROUGH OPENING -- 1 ± 1 I I 7 + +I DRAWN: WNM ‘. 1/4'' CERUSED OAK VENEERED II . i -4- --. PLYWOOD PANEL OVER 5/8" GYP. BD ON mETAL STUD FRAMING I 1 I I 1 I 't-- 1 TN TH -1 0' z F CL a 0 0 fY \ 1 -1—I INTERACTIVE KIOSK SUPPLIED AND INSTALLED BY OWNER. G.C. TO PROVIDE ROUGH OPENING- REFER TO CONSTRUCTION PLAN FOR LOCATION 1 -1 _I G.C. TO SUPPLY AND INSTALL 3 5/8" METAL. STUD FRAMING TO SUPPORT HO USING ANCHOR SECURELY TO WALL FRAMING G.C. TO SECURE VERTICAL STUDS TO HORIZONTAL FRAMING USING TEK SCREWS (TYR) tIL ., }. 1 4• • 41• 'e•r' r . ?LSr .... 5 +.•1. .. . •. Al .r "? , i • •n .W ri :0 I I T I 1... 1 '-' l GYP. BD. AND METAL STUD FR.AMING TO CONTINUE TO SLAB 13ELOW IF CONDITION IS ADJACENT TO A NON-PLATFORMED SPACE T27-00 PREFINI5HED CERUSED OAK WOOD TRIM- SEE DETAILS ON SHEET Al2.2 INTERACTIVE KIOSK SUPPLIED AND dM • HMI ZI13 -4 1 ,.. --, _ INSTALLED BY OWNER; G.C. TO COORDINATE POWER AS REQUIRED til R 0 (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFO) n LLI i n a G.C. TO PROVIDE 3 5/8" METAL STUD - FRAMING TO SUPPORT KIOSK 1-10USING- w ANCHOR SECURELY TO WALL FRAMING- SEE ELEVATION K/A9.4A D OPEN TBD E SECTION @ BASE SCALE: 5' zu 1C01 III ril 1 N C•1 S 1 -.4 4fl 3/8 5/8" GYP. BID. (TYF' .) DSGNR: MB W T13-CO PREFINISHED CERUSED OAK WOOD = .. m -q .,. Irlialarft. I I : T29-CO PREFIN1SHED CERUSED OAK WOOD TRIM- SEE DETAILS ON SHEET Al2.2 TRIM ROUGH OPENING 1/4" VENEERED PLYWOOD Il k z < _1 a_ LI t- FLIP-OUT KEYBOARD TRAY SUPPLIED AND INSTALLED BY OWNER 4" 1/4" VENEERED PLYWOOD P T13/T15-CO PREFINISED . A . A ' V nL — r 1 + + L I I +HI — 1 1 + I + +1 4-. CERUSED OAK WOOD TRIM 1/4" VENEERED F-2 PLAN DETAIL @ INTERMEDIATE STILES — I SCALE:As NOTED • - ii fl 1 I E T28-00 PREFINISI-IED CERUSED OAK WOOD TRIM- SEE DETAILS ON SHEET Al2.2 1/4" CERUSED OAK VENEERED PLYWOOD 7-- 1 _1 G.C. TO SUPPLY AND INSTALL 3 5/8" METAL STUD FRAMING TO SUPPORT HOUSING ANCHOR SECURELY TO NALL FRAMING LC L -,:i RECEIVED 0I'TY OF TUKWILA l FL 1 GENTER , . al (r) PLYWOOD .'• 1/4" PANEL OVER 5/8" GYP. BD ON METAL STUD FRAMING V PLYWOOD I-: -.-,-. ..... •... . ... ,._ . _,... F-1 PLAN DETAIL @ CORNER STILES •;. - 4-Ammo ■,... T13-CO PREFINISHED CERUSED OAK r !'l WOOD TRIM 4 1 / 4 VI M U R Chrizto oersoblan ,• - NIMI 1/4" CERUSED OAK VENEERED 1/4" VENEERED 1 PLYWOOD OVER 5/8" GYP. BD. FI-00 PREFINISHED CERUSED OAK F4-00 ii PLYWOOD WOOD CASING ON PREFINISHED CERUSED OAK WOOD PLINT1-1 5/8" GYP. BD. (TYP.) OVER METAL STUD FRAMING il ' 1-I WOOD TRIM T1/143"-CO -1pLEyDILEDRUSED OAK T28-00 PREFINISI-IED CERUSED 9.4 OAK HOOD TRIM SURROUND AT K FINIS KIOSK OPENING - 1 AlA Pr T13-CO PREFIN151-IED CERUSED OAK WOOD TRIM FINISHED SURFACE OF = BACKWRAP / 131-00 PREFINIS1-IED CERUSED OAK WOOD BASE I . I I N NT STALL C E T D Il y K1 0 02K NER SU ; P FRAMING ERA MING COORDINATE PO POWER AS REQUIRED 1 ; (SEE ELECTRICAL DRAWINGS FOR Etim--"iii 4" ADDITIONAL INFO) — 5/8" GYP. D. (TYP.) ABFC50017 F-3 SECTION @ TOP OF BACKWRAP F-4 PLAN DETAIL CO CASING SHEET F-. ...... APPLIED TRIM DETAILS SCALE: 3 a 1 G APPLICATION KIOSK PLAN DETAIL SCALE: 1 1/2' a 1'-0 H APPLICATION KIOSK SECTION SCALE: 1 I/2' a IL-0" K APPLICATION KIOSK FRAMING DETAIL SCALE: 1 1/2" a I A9.4A 8 SOLID SURFACE SUPPLIED BY OWNER WITN PRE -CUT OPENINGS AS INDICATED. G.G. SHALL SECURE SOLID TO TOP OF NCEPT 5 SOLID SURFACE SUPPLIED BY OWNER WITH PRE -CUT OPENINGS AS INDICATED. G.G. SHALL SECURE SOLID q• ` CUSTOMER SIDE 11' -1 3/4 CASHWRAP CABINETRY e 11' -1 3/411 - - ,- Csi TO TOP OF CASHWRAP CABINETRY r PRE - FABRICATED WOOD FACE FRAME WITH MIRROR INSERTS FURNISHED BY OWNER. G.C. SHALL SECURE FRAME TO BASE FRAME AND ADJACENT CABINETRY IN ACCORDANCE WITH OWNER- PROVIDED SHOP DRAWINGS 1 6 /1 8 - I 11 — IZ V a 4? m r / \ i / \ i 0 i 0 i % 0 0 0 D ❑ ❑ ❑ ❑ PRE - FABRICATED WOOD LEG UNIT (TYP. OF 2) FURNISHED BY OWNER. G.C. SHALL SECURE LEG UNIT TO BASE FRAME AND ADJACENT CABINETRY IN ACCORDANCE WITH OWNER - PROVIDED i \ / 0 \ / / i SHOP DRAWINGS PRE- FABRICATED WOOD BASE FRAME ASSEMBLY FURNISHED BY OWNER. G.G. SHALL SECURE BASE TO SUBFLOOR AND ATTACH CABINETRY AND SIDE PANELS IN ACCORDANCE WITH SHOP FRONT ELEVATION f CUSTOMER SIDE OWNER PROV IDED DRAWINGS .?.. A CASHWRAP PLAN DETAIL SCALE: I' - 1' -0' - CASHWRAP ELEVATION SCALE: I' - 1' -0' SOLID SURFACE SUPPLIED BY OWNER WITH WITH SLIDING TRAY FURNISHED BY G.C. SHALL SECURE CABINETRY UNIT TO AND LEG UNIT (AS APPLICABLE) IN PRE - FABRICATED WOOD FACE FRAME WITH MIRROR INSERTS FURNISHED BY OWNER. G.G. SHALL SECURE FRAME TO BASE FRAME AND ADJACENT R A M NE O IN ACCORDANCE WITH OWNER - PROVIDED PRE - FABRICATED CABINETRY UNIT PRE -CUT OPENINGS AS INDICATED. G.G. OWNER (TYP. OF 4 LOCATIONS). SHALL SECURE SOLID TO TOP OF BASE FRAME, ADJACENT CABINETRY CASHWRAP CABINETRY PRE - FABRICATED ELECTRICAL FURNISHED BY OWNER (T LOCATIONS). G.C. SHALL SECURE UNIT TO BASE FRAME AND AD CABINETRY AND /OR LEG UN IT (AS APPLICABLE) AND SECURE • _ ACCORDANCE WITI -I OWNER - PROVIDED P RE - FABRICATED DRAWERS AND 11' -1 3/411 SHOP DRAWINGS. G.C. SHALL INSTALL SHELVES FURNISHED BY OWNER SHOP DRAWINGS "l. ` PRE - FABRICATED WOOD LEG UNIT WITH SIDE PANEL (TYP. AT EACH END OF -� '��� IN ACCORDANCE WITN OW SHOP DRAWINGS. G.C. SHALL OPENINGS IN FRAME AS REQUIRED �� n-- �I I D CASHWRAP) FURNISHED BY OWNER. FRAME AND ADJACENT CABINETRY IN CONDUITS, WIRES ETC. PRE - FABRICATED WOOD LEG UNIT WITN SIDE PANEL (TYP. AT EACH END OF CASI- IWRAP) FURNISHED BY OWNER. - - - - - - � - -� _ - _ - . �- _ lu q ACCORDANCE WITH OWNER - PROVIDED L _ ' G.G. SHALL SECURE LEG UNIT TO BASE FRAME AND ADJACENT CABINETRY IN SHOP DRAWINGS PRE- FABRICATED CABINETRY UNIT WITN ADJUSTABLE FIXED BLESNELF FURNISHED BY OWNER (TYP. OF 4 LOCATIONS). G.C. SHALL SECURE CABINETRY UNIT TO BASE REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE ACCORDANCE WITH OWNER - PROVIDED o - - - - - - - - - - - - - - - - - - . -_J PRE- FABRICATED CABINETRY UN IT W ITH SLIDING TRAY FURNISHED BY OWNER cry OF 4 LOCATIONS) . G.C. SHALL SECURE CABINETRY UNIT TO BASE FRAME, ADJACENT CABII E T :J R A D N A D N c L z E G UNIT (A S APPLICABLE) IP SHOP DRAWINGS T 04 0 ' e FRAME, ADJACENT CABINETRY AND LEG UNIT (AS APPLICABLE) IN ACCORDANCE . ■ WITN OWNER - PROVIDED SHOP DRAW I NGS. b = - G.C. SHALL INSTALL PRE WITH OWNER - PROVIDED SHOP DRAWINGS. G.C. SHALL INSTALL PRE - FABRICATED CUT OUT FOR CUT OUT FOR CUT OUT FOR CUT OUT FOR DRAWERS, SHELVES AND VERTICAL ATTACHMENT OF ATTACHMENT OF ATTACHMENT OF ATTACHMENT OF DESENSATIZER DESENSATIZER DESENSATIZER DESENSATIZER DRAWERS, SHELVES AND FURNISHED BY OWNER. \ Is PRE - FABRICATED WOOD BASE FRAME 10-11 3/4° I TRIM FURNISHED BY OWNER ASSEMBLY FURNISHED BY OWNER. G.G. SHALL SECURE BASE TO SUBFLOOR AND ATTACH CABINETRY AND SIDE REVISIONS: I A BLDNG DEPT 71- 21 -07I PANELS IN ACCORDANCE WITH PRE - FABRICATED CABINETRY UNIT WITH DRAWER, FIXED SHELVES AND BACK ELEVATION ADJUSTABLE SHELF FURNISHED BY OWNER (TYP. OF 4 LOCATIONS). G.G. OWNER - PROVIDED SHOP DRAWINGS EMPLOYEE SIDE SHALL SECURE CABINETRY UNIT TO BASE FRAME, ADJACENT CABINETRY AND LEG UNIT (AS APPLICABLE) IN ACCORDANCE WITH OW NER - PROVIDED SHOP DRAWINGS. G.G. SHALL INSTALL PRE- FABRICATED DRAWERS AND SHELVES FURNISHED BY OWNER CASHWRAP ELEVATION SCALE: 1' - 1' -O' ® PLAN DETAIL THROUGH CASHWRAP SCALE: 1' - 1-0 M SOLID SURFACE SUPPLIED BY OWNER WITH PRE -CUT OPENINGS AS INDICATED. G.C. SHALL SECURE SOLID TO TOP OF CONTINUOUS SUBSTRATE FURNISHED BY OWNER, SECURED TO TOP OF CONTINUOUS SUBSTRATE FURNISHED BY OWNER, SECURED TO TOP OF ISSUE DATE: • PERMIT DATE: 9/15/071 • I LANDLORD DATE: 9/14/071 I BID DATE: 9/15/071 I MASTERS 7 -27 -2007 I PRE - FABRICATED CABINETRY UNITS SCANNER AND DESENSITIZER BY G.C. BY OWNER- G.C. SHALL COORDINATE INSTALLATION SOLID SURFACE SUPPLIED AND REQUIREMENTS WITH INSTALLED BY G.C. OWNER'S CONSTRUCTION PRE - FABRICATED CABINETRY UNITS CREDIT CARD MACHINE BY BY G.C. OWNER- G.G. SHALL COORDINATE INSTALLATION SOLID SURFACE SUPPLIED AND REQUIREMENTS WITH INSTALLED BY G.C. OWNER'S CONSTRUCTION CASHWRAP CABINETRY \ \ 3' -0 " MANAGER PRE - FABRICATED ELECTRICAL CHASE FURNISHED BY OWNER. G.G. SHALL 3' -0" MANAGER PRE - FABRICATED ELECTRICAL CHASE FURNISHED BY OWNER. G.C. SHALL 3' -Q" 'r 'r SECURE UNIT TO BASE FRAME AND SECURE UNIT TO SASE FRAME AND ADJACENT CABINETRY AND SECURE FACE � ��� ' \ ADJACENT CABINETRY AND SECURE FACE rte WITH O WN ER - PROV IDE SHOP DRAWINGS. PRE - FABRICATED WOOD FACE FRAME WITH MIRROR INSERTS FURNISHED BY OWNER; SECURED TO FACE OF CASHWRAP ASSEMBLY BY G.C. PRE- FABRICATED CABINETRY UNIT WITH SLIDING TRAY FURNISHED BY OWNER. G.G. SHALL SECURE CABINETRY UNIT TO BASE FRAME, ADJACENT CABINETRY AND LEG UNIT (AS APPLICABLE) IN ACCORDANCE WITH D -el_ .5 ( _��� ����,„ o PRE- FABRICATED WOOD LEG UNIT WITH SIDE PANEL (TYP. AT EACH END OF CASHWRAP) FURNISHED BY OWNER. G.G. SHALL SECURE LEG UNIT TO BASE FRAME AND ADJACENT CABINETRY IN ACCORDANCE WITH OWNER - PROVIDED - 1 Il /I 9 - 1 1 laoI — I z , :. I »�� I ` FRAME IN ACCORDANCE WITN OWNER - PROVIDED SHOP DRAWINGS. PRE - FABRICATED WOOD FACE FRAME WITH MIRROR INSERTS FURNISHED BY OWNER; SECURED TO FACE OF CASHWRAP ASSEMBLY BY G.G. PRE- FABRICATED CABINETRY UNIT WITH SLIDING TRAY FURNISHED BY OWNER. G.C. SHALL SECURE CABINETRY UNIT TO BASE FRAME, ADJACENT CABINETRY AND LEG UNIT (AS APPLICABLE) IN ACCORDANCE WITN OWNER - PROVIDED SHOP DRAWINGS PRE - FABRICATED WOOD BASE FRAME ASSEMBLY FURNISHED BY OWNER. G.G. - a M \ 7 72 0: ,..; LS CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I xxx :MHO .. SHOP DRAWINGS PRE - FABRICATED WOOD BASE FRAME ASSEMBLY FURNISHED BY OWNER. G.G. SHALL SECURE BASE TO SUBFLOOR AND ATTACH CABINETRY AND SIDE PANELS IN ACCORDANCE WITH OWNER PROVIDED SHOP DRAWINGS i / i \ WNM :NMVdO L` ' J OWNER - PROVIDED SHOP DRAWINGS i I. - l II [II PRE - FABRICATED WOOD BASE FRAME ASSEMBLY FURNISHED BY OWNER. G.C. SHALL SECURE BABO AND ATTACH CABINETRSE TO Y SU AND FL SIDE OR PANELS IN ACCORDANCE WITH \ - 2' -10u SHAL SECURE BASE TD SUBFLOOR AND ATTACH CABINET AND SIDE PANELS IN ACCORDANCE WITN OWNER - PROVIDED SHOP DRAWINGS OWNER-PROVIDED SHOP DRAWINGS daPA E CASHWRAP SIDE ELEVATION SCALE: I' = 1' -0' F CASHWRAP SECTION SCALE: I = 1' -0' G CASHWRAP SECTION SCALE: 1' - I' -0' OPEN CODE C( APPROVED DEC: 8 2007 City Of Tukwila - BUILDIN( DIVISION DSGNR: MB CASHWRAP ASSEMBLY NOTES RECEIVED CITY OF TUKWILA I SCALE:As NOTED ENTIRE CASHWRAP ASSEMBLY SHALL BE SUPPLIED BY OWNER, ASSEMBLED ON SITE AND SET IN PLACE BY G.G. IN ACCORDANCE WITH OWNER PROVIDED SHOP DRAWINGS. ON -SITE ASSEMBLY INCLUDES BUT IS NOT LIMITED TO: 1) SECURING THE BASE FRAME TO THE FLOOR 2) SECURING MODULAR CABINETRY COMPONENTS TO ONE ANOTHER AND TO THE BASE 3) APPLICATION OF LEG AND FACE PANEL ASSEMBLIES AT EACH END AND ACROSS FRONT FACE OF THE ASSEMBLY 4) ATTACHMENT OF ALL LOOSE TRIMS 5) COORDINATING ALL ELECTRICAL REQUIREMENTS, CONDUIT LOCATIONS, AND WIRING FOR POS /SECURITY SYSTEMS (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION) 6) CUTTING OPENINGS FOR WIRING AND CONDUIT AS REQUIRED 7) INSTALLING SOLID WORKSURFACE 672 v3 Da�9s' lad A. Pthiviir CENTER ABFC50017 SHEET A9.4B 3/4" OAK RAIL AND STILE TRIMS WITH 4" EXPOSED FACE SUPPLIED BY OWNER, PRE - FABRICATED VENEERED PLYWOOD CONCEPT 5 2' - 9" , PANELS AND LOOSE TRIM SUPPLIED BY OWNER; INSTALLED AB SURFACE OF BACKWRAP B ACCORDANCE WITH OWNER SHOP DRAWINGS SOLID SURFACE SUPPLIED BY OWNER WITH INSTALLED ABOVE BACKWRAP BY G.C. 4 " EQUAL }' 4" EQUAL 4" EQUAL 4" EQUAL 4" EQUAL 4 " � ` }' � ' } ' } ' � ' / / }' }' :I J J .. J ] ] J ' I :I J •_ 1/4" CERUSED OAK VENEERED PLYWOOD PANEL FURNISHED BY OWNER, INSTALLED _. . ��� J - . PRE -CUT OPENINGS AS INDICATED. SHALL SECURE SOLID TO TOP OF CASHWRAP CABINETRY — \ IN �;, ABOVE BACKWRAP BY G.C. _ I PREFABRICATED 'BUTTON BOX' SUPPLIED BY OWNER, SET IN PLACE BY G.G. (VERIFY QUANTITIES AND LOCATIONS WITH F - PREFABRICATED CABINETRY G.G. SHALL SECURE BASE FRAME TO FLOOR AND INTERLOCK FACE FRAME 1 ITH ADJACENT NETRY/ENPANEL IN ACCORDANCE WITH OWNER DRAWINGS . _ OWNER'S CONSTRUCTION MANAGER) 3 5/5" METAL STUD WALL ASSEMBLY WITH 5/8" GYP. BD. FACE PROVIDED BY ADJACENT WALL AND BASE TRI MS BEYOND SHALL TERMINATE INTO FACE OF ENPANEL AS SHOWN C G.G.- SEE SHEET A2.1 FOR EXACT WALL REFER TO PLAN ON 51-1EET A2.1 - - LAYOUTS AND DIMENSIONS SOLID SURFACE SUPPLIED BY OWNER. PREASSEMBLED BASE FRAME G.G. SHALL SECURE SOLID TO TOP OF • q, . _— BACKWRAP CABINETRY \ TO FLOOR BY G.C. A BACKWRAP PLAN DETAIL SCALE: I x 11 -0" SECTION 0 BACKWRAP SCALE: l' = 1' -0' BACKWRAP ASSEMBLY NOTES PRE FABRICATED VENEERED PLYWOOD ENTIRE BACKWRAP ASSEMBLY SHALL BE SUPPLIED BY OWNER, ASSEMBLED ON SITE AND SET IN PLACE BY G.G. IN ACCORDANCE WITH OWNER - PROVIDED SHOP DRAWINGS. ON -SITE ASSEMBLY INCLUDES BUT IS NOT LIMITED TO: 1) SECURING THE BASE FRAMES TO THE FLOOR 2) INTERLOCKING MODULAR CABINETRY COMPONENTS TO ONE ANOTHER 3) SCRIBING FACE FRAME TRIMS AT FACE OF GYP. BD AT EACH END 4) INSTALLATION OF ALL ADJACENT TRIMS AND WALL PANELS 5) COORDINATING ALL ELECTRICAL REQUIREMENTS, CONDUIT LOCATIONS, GROMMETS, ETC. (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION) 6) INSTALLING PREFABRICATED DRAWERS AND SHELVES AS REQUIRED 7) INSTALLING SOLID WORKSURFAGE 2' -9" - PANELS AND LOOSE TRIMS SUPPLIED BY OWNER; INSTALLED ABOVE FINSHED SURFACE OF BACKWRAP BY C ACCORDANCE WITH OWNER-PROVIDED SHOP DRAWINGS SOLID SURFACE SUPPLIED BY PRE -CUT OPENINGS AS INDICATED. G.c. \ ' SHALL SECURE SOLID TO TOF OF CASHWRAP CABINETRY 1— I �r \ REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GEN ERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE 1 I CABINETRY l I � I I I T13 PRE:FINISHED CERUSED OAK TRIM BOARD I I PREFABRICATED G.C. SHALL SECURE BASE FRAME FLOOR AND INTERLOCK FACE FRAME VI ITH ADJACENT CABINETRY/ENIPANEL IN ACCORDANCE WITH OWNER -PR DRAWINGS PRE- FABRICATED CABINETRY UNIT TYPE 'B' WITH DRAWER AND ADJUSTABLE SHELVES FURNISHED BY OWNER (TYP. OF 2 LOCATIONS). G.G. SHALL SECURE BASE FRAME TO FLOOR AND INTERLOCK FACE FRAME WITH ADJACENT CABINETRY IN ACCORDANCE WITH OWNER - PROVIDED SHOP DRAWINGS, Cr.G. SHALL INSTALL PRE- FABRICATED DRAWERS AND SHELVES FURNISHED OWNER 4 ' -CO 'C' :SNOISIA3b I e BLDNG DEPT 11 21 - 07I —J Al PREASSEMBLED BASE FRAME: SECURED w PRE - FABRICATED CABINETRY UNIT TYPE WITH DRAWER ASSEMBLY FURNISHED BY OWNER (TYP. OF 2 LOCATIONS). G.C. SHALL SECURE BASE FRAME TO FLO OT CABINETRY OC ACCORDANCE W TH OWNER- PROVIDED SHOP DRAWINGS TO FLOOR BY G.G. BY SOLID SURFACE SUPPLIED BY OWNER G.G. SHALL SECURE SOLID TO SUBSTRATE PREASSEMBLED ON TOP OF CABINETS E SECTION @ BACKWRAP SCALE: I' F 1 D 1 /4" CERUSED OAK VENEERED PLYWOOD OVER 5/6" GYP. BD. OVER 3 5/8" METAL STUD FRAMING @ 16" O.C. PRE VENEERED I <, - FABRICATED PLYWOOD PANELS AND LOOSE TRIMS SUPPLIED BY OWNER; INSTALLED ABOVE FINISHED SURFACE OF BACKWRAP BY C ACCORDANCE WITH OWNER-PROVIDED SHOP DRAWINGS SOLID SURFACE WITH :3140 3nssl PERMIT DATE: 9/75/07I I LANDLORD DATE: 9/14/071 BID DATE: 9H6/07I L MASTERS 7 -27 -2007 q. PRE- FABRICATED CABINETRY UNIT TYPE 'A' WITH DRAWER, VERITCAL SLOTS AND ENCLOSED STORAGE FURNISHED BY OWNER (TYP. OF 2 LOCATIONS). G.G. SHALL SECURE BASE FRAME TO FLOOR AND INTERLOCK FACE FRAME WITH j . r , / \ {- / 1 G - SUPPLIED BY OWNER PRE-CUT OPENINGS 'S - IN Dk N �� _ 1 / �� SHALL SECURE SOLI CASHWRAP GABINE APPROVED II \ \ \ / / \ ADJACENT CABINETRY /ENPANEL IN ACCORDANCE W ITH OWNER- PROVIDED SHOP DRAWINGS. G.G. I II \ / \ / o \ / \ / \ / \ / \ o / \ / / / \ \ SHALL INSTALL PRE- FABRICATED DRAWERS AND -I I I I I II II I I II 1 I II \ / \ / \ I \ / \\ // \ / \ / v - - - \ / \ / \ / \ I \\ // \ / \ / \ / \ / \ I \ / \ \ // \ / \ / \ / \ / \ I \ I \ / \ \ / / \ / V \ \ \ \ \ \ \ / / I / // / \ / \ \ \ \ / \ / \ / \ / v / / � I i q.4C N n / I O - GE ! SHELVES FURNISHED BY OWNER PRE- VENEERED PLYWOOD PANELS AND LOOSE TRIMS (SHOWN DASHED) SUPPLIED BY OWNER; INSTALLED ADJACENT TO BACKWRAP IN AWI WAL FINE HES SHALL D SHOP TERMINATE INTO ENPANELS/TOP SURFACE OF BACKWRAP UNIT AS SHOWN I II I II II I II I II ILS CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I �ooc :NHS ' ' BUILDING 1 13 1 . ` I • r PREFABRICATED CABINETRY UNIT TYPE G.G. SHALL SECURE BASE FRAME TO FLOOR AND INTERLOCK FACE ADJACENT CABINETRY /ENPAN ACCORDANCE WITH OWNER-PROVIDED DRAWINGS PREASSEMBLED BASE SECURED ,�I . . . • ,,,L__,, „,L__,, • ^' '� _ • • • wNM :NNIYddO MODULAR CABINET 'A' I 3/4” 2' -10 1/4" 1 1/2" ?V MODULAR CABINET 'B' 2' -0' MIN. MODULAR CABINET 'C' - 1/2" 3' -6" 1 1/2 "� MODULA CABIN 'A' 1/2" 2' -10 1/4" 1 3/4'x, MODULAR CABINET 3' -6" 'C' MODULAR CABINET 'B' 1/2" 2' -0' MIN. ' I / , REFER TO PLAN SWEET ON A2.1 / ( - 1 / (-1 M FRAME TO FLOOR BY G.C. / d M :1NdI3 BACKWRAP ELEVATION SCALE: 1' = 1' -0 F SECTION 0 BACKWRAP �� SCALE: I + ILO' PRE - FABRICATED CABINETRY UNIT TYPE: 'A' WITH PRE - FABRICATED CABINETRY UNIT TYPE 'B' WITH PRE- FABRICATED CABINETRY UNIT TYPE 'C' WITH DRAWER, VERITCAL SLOTS AND ENCLOSED DRAWER AND ADJUSTABLE SHELVES FURNISHED BY DRAWER ASSEMBLY FURNISHED BY OWNER (TYP. OF STORAGE FURNISHED BY OWNER (TYP. OF 2 OWNER M OF 2 LOCATIONS). G.G. SHALL SECURE 2 LOCATIONS). G.G. SHALL SECURE BASE FRAME LOCATIONS G.G. SHALL SECURE BASE: FRAME BASE FRAME TO FLOOR AND INTERLOCK FACE FRAME TO FLOOR AND INTERLOCK FACE FRAME WITH TO FLOOR AND INTERLOCK FACE FRAME WITH WITH ADJACENT CABINETRY IN ACCORDANCE WITH ADJACENT CABINETRY IN ACCORDANCE WITH OWNER- PROVIDED SHOP DRAWINGS G. G. TO JOIN PREFABRICATED CABINETRY UNITS BY INTERLOCKING PRE-ATTACHED FACE PANEL TRIM WITH SIDE PANEL OF ADJACENT CABINET (TYP. OF 5 LOCATIONS AT BACKWRAP)- SEE OWNER- PROVIDED SHOP DRAWINGS FOR ADDITIONAL INFORMATION I PRE- FABRICATED VENEERED PLYWOOD ew :NNOSQ PANELS AND LOOSE TRIMS SUPPLIED BY OWNER; INSTALLED ABOVE SURFACE OF BACKWRAP BY C ACCORDANCE WITH OWNER -Pit SHOP DRAWINGS SOLID SURFACE SUPPLIED BY OWNER WITH OWNER - PROVIDED SHOP DRAWINGS. G.C. SHALL ADJACENT CABINETRY/ENPANEL IN ACCORDANCE INSTALL PRE - FABRICATED DRAWERS AND SHELVES WITH OWNER - PROVIDED SHOP DRAWINGS. G.G. FURNISHED BY OWNER I SCALE:As NOTED 2 - q �� PRE -CUT OPENINGS AS INDIC, SHALL INSTALL PRE - FABRICATED DRAWERS AND SHALL SECURE SOLID TO TOF OF CASHWRAP CABINETRY SHELVES FURNI514ED BY OWNER ADJACENT METAL STUD WALL WITH GYP. BD. FINISH BY G.C. (SHOWN HATCHED) • ' ///////// / /I / /jI� /l./ / / / / / / /I��III� / / // 0 A 0" DECEIVED CITY OF TUKWIL4 i ` / / \ 2 S 2 S NOV 2 8 ZL��J7 "!i7 6729 \ REGISTERED \ ARCHITECT ► Doersc131'g $ ; : Y A.S� INGTJN n6 —,E PhhI'r CENTER 'C'. G.C. SHALL SCRIBE PRE -- ASSEMBLED FACE PANEL ON END CABINET TO FACE OF GYP. BID. ON ADJACENT WALL TYP. AT BOTH PREFABRICATED CABINETRY UNIT TYPE G.C. SHALL SECURE BASE FRAME TO FLOOR AND INTERLOCK FACE FRAME WITH ADJACENT CABINETRY / ENPANEL IN ACCORDANCE W ITH OWNER-PROVIDED SWOP DRAWINGS OF BACKWRAP ASSEMBLY) - _- - r i _- T - � .. F PREASSEMBLED BASE FRAME SECURED ABFC50017 - TO FLOOR BY G.G. SHEET SECTION Cap BACKWRAP , G SECTION @ BACKWRAP SCALE I° . 11-01 S A9.4C A9.4C (HOLD) / _. - -w� �/0 U . I � FIT ROOM #3 4 1/4" METAL STUDS @ 16" O.G. WITH 5/8" TYPE "X" GYPSUM BOARD EACH SIDE (TYP. OF ALL WALL ASSEMBLIES INSIDE FITTING ROOMS) 2' - 5/8" FIT ROOM #4 FIT ROOM #5 METAL STUDS @ 16" O.C. W ITH 5/8" TYPE "X" GYPSUM BOARD EACH SIDE (TYP. OF ALL WALL ASSEMBLIES INSIDE FITTING ROOMS) FIT ROOM #6 FIT ROOM #2 A FIT ROOM #7 FIT ROOM #1 FIT R• •M #8 CLOSET CLOSET EQ. 2' -2 3/8" 4' -3" (HOLD) 8' -1 7/8" . . A r, i i A F2 -CO PREFINISHED CERUSED OAK WOOD 6" x 16 GA. HORIZ MTL. STUD LOCATF BETWEEN t FASTENED TO WAL STUDS -- LOCATE FULL WIDTH AT HANG BAR ONLY FREESTANDING FITTING ROOM DRESSER FITT ROOM HANG BAR 54" A.F.F. FITTING ROOM BENCH F2 -CO PREFININSHED CERUSED OAK WOOD CROWN FITTING ROOM DOOR FITTING ROOM BEVELED MIRROR FREESTANDING FITTING ROOM DRESSER 52 -CO PREFINISHED CERUSED OAK WOOD BASE TRIM CROWN . HATCH INDICATES NON- COMBUSTIBLE IN -WALL BLOCKING SUPPLIED AND INSTALLED BY G.G. AT ALL FITTING ROOM FIXTURE LOCATIONS AS INDICATED 5/8" TYPE "X" GYPSUM BOARD ON SUSPENDED FRAMING F2 -CO PREFINISHED CERUSED OAK WOOD CASING (SEE DETAILS ON AI2.1) 5/8" TYPE "X" GYPSUM BOARD ON 3 5/8" METAL STUDS @ 16" O.C. F2 -CO PREFINISHED CERUSED OAK WOOD CASING (SEE DETAILS ON Al2.1) #12 SCREWS @ 16" O.C. (TYP.) �i \i ONN 1■1 our rr iii ALL DIMENSIONS ARE FROM FACE OF GYP. BOARD TO FACE OF GYP. BOARD UNLESS NOTED OTHERWISE G.G. TO APPLY SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF TRIM BEFORE INSTALLING - HOLD BEAD APPROXIMATELY 1/2" IN FROM OUTSIDE EDGE. WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION F2 -CO PREFINISHED CERUSED OAK WOOD CASING (SEE DETAILS ON Al2.1) - OVER BLOCKING 7' -6" A.F.F. 2 x BLOCKING ENLARGED FITTING ROOM ALCOVE PLAN DETAIL 3/4" BENDABLE PLYWOOD WITH CERUSED OAK VENEER FINISH OVER 1/4 GYP BOARD ON 3/8" GYP BOARD ON METAL STUD FRAMING @ 16" O.C. F2 -CO PREFINISHED CERUSED OAK WOOD CASING OVER F5 -CO PREFINISHED CERUSED OAK WOOD PLINTH 5/8" GYP. BD. OVER METAL STUD FRAMING F2 -CO PREFINISHED CERUSED OAK WOOD CASING OVER F5 -CO PREFINISHED CERUSED OAK WOOD PLINTH 2 x BLOCKING 3' -2" R .O. FITTING ROOM KEYED NOTES G.C. TO APPLY SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF TRIM BEFORE INSTALLING - HOLD BEAD APPROXIMATELY 1/2" IN FROM OUTSIDE EDGE. WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION 0 FITTING ROOM BENCH - WITH LEG OR SIDE PANEL SUPPORT (DETAILS TBD) al FREESTANDING FITTING ROOM DRESSER - SEE DETAIL C /A9 .5B FOR ADDITIONAL INFO 0 FITTING ROOM BENCH - SEE DETAIL B /Aq.SB FOR ADDITIONAL INFO ® ROOM MIRROR - SEE DETAIL A/Aq.SB FOR ADDITIONAL INFO 10 FITTING ROOM HANGBAR @ 54" A.F.F 0 FITTING ROOM HOOK HANGER @ 54" A.F.F. 0 DRESSING ROOM ALCOVE CLOSET CABINET - SEE DETAIL F /A FOR ADDITIONAL INFO 3/4" BENDABLE PLYWOOD WITH OAK VENEER FINISH OVER 1/4 GYP BOARD ON 3/8" GYP BOARD ON METAL STUD FRAMING @ 16" O.C. F2 -CO PREFINISHED CERUSED OAK WOOD CASING OVER F5 -CO PREFINISHED CERUSED OAK WOOD PLINTH 5/8" GYP. BD. OVER METAL STUD FRAMING F2 -CO PREFINISHED CERUSED OAK WOOD CASING OVER F5 -CO PREFINISHED CERUSED OAK WOOD PLINTH 2 x BLOCKING 1/4" 3' -0" FINISH DIMENSION 1/4" 3' -2" R.O. G.G. TO APPLY SMALL CONTINUOUS BEAD OF CLEAR SILICONE ON BACK OF TRIM BEFORE INSTALLING - HOLD BEAD APPROXIMATELY 1/2" IN FROM OUTSIDE EDGE. WIPE OFF ANY EXCESS SILICONE IMMEDIATELY AFTER INSTALLATION DOOR JAMB DETAIL (OUTSWINGING) 5/8" GYP. BD. ON SUSPENDED METAL FRAMING. G.C. TO PROVIDE LEVEL 5 FINISH ON SURFACE GYPSUM BOARD , pIO' - A.F.F. PREFINISHED CERUSED OAK CROWN WITH T16 -CO PROFILE (SEE Al2.2) OVER BLOCKING AS REQUIRED T5 -CO PREFINISHED CERUSED OAK WOOD TRIM PROFILE- SEE Al2.2 3/4" BENDABLE PLYWOOD WITH CERUSED OAK VENEER FINISH OVER 1/4 GYP BOARD ON 3/8" GYP BOARD ON METAL STUD FRAMING @ 16" O.G. T23 -CO PREFINISHED CERUSED OAK WOOD TRIM PROFILE- SEE Al2.2 1/4" x 3/4" REVEAL OVER 1/2" x 3/4" BLOCKING 3/4" BENDABLE PLYWOOD WITH CERUSED OAK VENEER FINISH OVER 1/4 GYP BOARD ON 3/8° GYP BOARD ON METAL STUD FRAMING @ 16" O.C. NOTE: ALIGN ALL VERTICAL SILVER NICKEL REVEALS (ABOVE DOORS) ALONG THE CENTERLINE OF EACH DOOR- SEE ELEVATIONS F2 -CO PREFINISHED CERUSED OAK WOOD CASING TRIM BEYOND- SEE DETAILS ON SHEET Al2.1 1/4" x 3/4" REVEAL OVER 1/2" x 3/4" BLOCKING 3/4" BENDABLE PLYWOOD WITH CERUSED OAK VENEER FINISH OVER 1/4 GYP BOARD ON 3/8" GYP BOARD ON METAL STUD FRAMING @ 16" O.G. 1/4" x 3/4" REVEAL OVER 1/2" x 3/4" BLOCKING 1/4" x 3/4" REVEAL OVER 1/2" x 3/4" BLOCKING 1/2" 52 -GO (SIM.) PREFINISHED GERU5ED OAK WOOD BASE OVER 1/2" SHIM III11I1IIIIIIIIIII11I1111III111IIII1III11111IIIIIII111VIIIIIIIIIIIIII 1111 3 5/8" METAL KICKER CONNECTED TO VERTICAL STUDS AND STRUCTURAL DECK COMPONENTS RECEIVED CITY OF TUKWILA NOV �I ..' 2 8 [���� Pte �o��l r CENTER REGISTERED ARCHITECT r K. fl SC ?tag ti1IGTON WALL SECTION @ DRESSING ROOM ALCOVE SCALE: 3 1' -0 1• cn 0 6729 u ei SHEET ABFC50017 A9.5A z a Q i I II I. 1j, I 11 I .I11 CONCEPT 5 INSTALLATION NOTES • - / FINISH CEILING SIM. 3/4" RIFT OAK VENEERED BENCH w1TN SOLID WOOD RIM CARD FOLDERS ;1- g IZ — u 1) 2) SCR16AGN s T w as ro 3) ANCI-IOR TO HALLS WITH 3/8° X 3 1/21 +IIX LAG SCREWS TFIROUGH BLOCKING 3' -11" k x x sn W W Ili — Ili 52-CO PREFINISHED CERUSED OAK WOOD BASE TRIM (I) VM -12" AND (1) VM -24" in 6" / "� 6" FLUORESCENT LIGHT FIXTURES RIFT OAK MOUNTED HORIZONTALLY ACROSS TOP ,�� . — — —. - s — '" 1,91/b l n BIL OI-,E " 1 11/16 3 — — VENEERED BENCH W/ MIN. 4' OVERLAP SOLID WOOD RIM W/ / ��. 6 ° ROOM DRESSER SUPPLIED COMPLETE WITH DRAWERS AND HARDWARE; SET IN PLACE BY G.G. / A, �I W II 1/4" SCRIBE (I) VM - 48" * (1) VM - 36" FIXTURE 4 m c�k U MOUNTED VERTICALLY W/ MIN. 4" EQ :Q OVERLAP (TYP. BOTH SIDES) � LINE OF PLYWOOD BOX 1 I NON -COM BLOCKING BEYOND 3/4 x 3/4 0 SHIM SPACER t� 1/4" / �� `!.� 1i `' 1 " C , -, rt - / 1 M -I 1� 11 I 7 I . ? _ -1 :E s � ` % . � WITH 3/8" x 3 1/2' LAG SCREW = m - - ATTACHED TO WALL II I I I /I / I 6" STEEL ANGLE D i SCRIBE 1 q /16 LINE BD. WALL OF GYP. G �/ F - _ / = 4' _ 111 // f / ` / / /,� ! u n u W f / I n 4 1 3/4 x 1 1/8 (1 /8 MILL) CLIP @ BOTTOM OF MIRROR. ENDS ARE TO BE MITRED @ 55 DEGREES ELEVATION I " 4 u PLAN F.O. HOLD F.O. HOLD ,, ELEVATION PLAN \ FINISH FLOOR A MIRROR ELEVATION (TYP.) SCALE' 3/4" F 1'- 0' ' FITTING ROOM BENCH DETAILS SCALE: 3/4" ■ I'- 0' C FITTING ROOM DRESSER SCALE: 3/4' • 1'— 0' DETAILS 2' -10 4' -10" 6 " XIS GA. METAL BRIDGING TOP ATTACH T -ANGLE TO BENCI -I WITH #8 x f 3/4" CERUSED OAK \ ' -10" 2 1" �� 1/2" BOTTOM - REFER TO SECTION. 1 FLAT HEAD SCREWS 1 1/2 x 1 1/2 x 14 N1 1' -0' 2' -7 I /2" 1' -0" HARDWOOD TOP RAIL 1 /4" WALL T- -ANGLE AT MIDDLE /4" 6" G 4' -2" F .0_ FOLD 3/4' PREFABRICATED WOOD BOX u 3/4" x 3/4" 0 5HIM SPACER : • 13/16" 4' - 3/8" 13/I6' - 3/4 WOOD CLEAT WITH 3/8" 3 1/2" LAG SCREW 2 -1 „ • • ... 3/8" FLAT STOCK @ FRONT 13/16" SHIM SPACE " FOR 3/4 SPACE AND 1/16 SHIM 3/4 CERUSED OAK HARDWOOD DRAWER FACE FLUORESCENT LIGHT FIXTURES ATTACHED TO WALL STAGGERED, COVER W/ PROTECTIVE SLEEVE ATTACH ANGLES TO q.5 SIM. i r 3/4" �I.. � ! - m ' :r, I III - - - - - - - rillIMiwi � r I I - ' I ,I BENCH WITH #8 x 1" 3/4" MDF PAN W / MACHINED FLAT HEAD WOOD �irp � ��� Mil ` • : u I_ 1/8” '- 3 1 2 1/8 l • • ■ • , • ■ • • • Y i /8 " 3 ■ :,.ii • ,.,� ■ i if ' „ _ — EDGE ��� SCR (TYP.) 1 1 1 /2" x 1 V2" 1/ tt2 - — �— li "waR aar� �� �II�Ie.Q do / :,;�� .arm r F#11 / ::I n b /e t � _ — � WALL ANGLE AT ENDS (T YP OF 15 DRAWER PULLS TBD BENCH TO ATTACH BENCH PLAN � � � . 4'( +/ -.2) REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE rrw�� iirrir∎AFAW ■iAWr� - _ WiiA.�iviii./iL•WIMIFA ,i.Irrwrii�i�i - — — III: -q.5= ROUND I a 1 2 1/8 — 3/4" 6" ROUND 3' -7 1/2" M IRROR WIDTH EXTENT OF WOOD PANEL ABOVE I ' 1 , WALL W HEX LAG 3/4" CERUSED OAK SCREWS 3/8" x 3 1/2" HARDWOOD CAP OVER 3/4 — `7 .,:• .. • ■ = AA = 6" 1 /;" r1 ~1 �� 1/4" PLATE GLASS • • ;1 �� MIRROR W/ BEVELED EDGE D AHERED ON 3/4" PLYWOOD N " OO W/ NON - COMBUSTIBLE HARDWOOD EDGE . � „ / 1 1/4 4' 10 34" I - - / ( 4 SC REWS EACI -1 PLYWOOD SIDE PANEL SIDE) •t ' A l i �� 1 — T BLOCKING �r� �� 11111 5 • • , - - - , , ` .�� : 3/8" FLAT STOCK @ 3/4" CERUSED OAK REAR HARDWOOD BTM RAIL ELEVATION 1 3/4" x 1 1/8" (1/8" MILL) CLIP @ BOTTOM OF MIRROR. ENDS ARE TO BE MITERED @ 55 DEGREES • L5: ,_ .... , • . ... . . .. : . REVISIONS: I e BLDNG DEPT 11-21-07 L/ FITTING ROOM MIRROR SCALE: 1 1/2' R I'- 0' DETAIL E FITTING ROOM SCALE= 1 1/2" + I' - 0' BENCH DETAIL RIFT SOLID OAK CLOSET CABINET DETAILS SCALE: 3/4" = 1'- 0" i- 8' -2 5/8" A.F. F. _ 8' -2 5/8" A.F.F. I •4 • MI II u -6 0_ ir BENCH RIFT OAK VENEERED ISSUE DATE: I PERMIT DATE: 9N5/07I I LANDLORD DATE: 9/14/071 I BID DATE: 9H6/07I I MASTERS 7 -27 -2007 I :., �.; ___ � _.. ...� - - <r•. -. __ .. ��.. - : �� •� .::�n�:�_ ..., . _ -- - . ,...::�: ,.�, ML4 6u / - r ` 0 • JiI ; % : O a i % ! " / . / j / : / , , _ ! IP f % % / - A •i =- i . / ,/ / ; % / F 'M•n u.. 1'. . ,.. d'r•. r . J t.. ... . ,. .... r.. ...0 11 '.. e't t. J• •w,. rr r. "� ,7 .. fl .... .,.. 'C'.r sr ar. ......t•.. '7 '. '1't ..., .is ..'•'b. r . r . . i•.. . t+ .a J••.0 S'.r.. rv,'.5 r'v.• . .,.. 4 _ m I HARDWOOD NC _ \ I' _ .. _ .. • 1 NI9 _ _, - = Y _ 3 . r 1u o Ng OWDFRCOATED SOLAR BLACK METAL FRAME " --- 1AA39 s I gI£ 7 . - RQ /I 11L r _ '— % ; O ` % � I % �� 0 / � Al AF AP i I P % 1 % / ` ! % % % / /, � ' I 4 q¢ �� + % / / / / / / //I •. / // //.Y /l./ 3 -5/8" METAL STUDS FLUORESCENT LIGHT TUBES ON TOP AND SIDES OF BOX � % PI g� O %` r r ¢ 3 /4" CONT. HARD WOOD CLEAT, GLUED 4 SCREWED TO PLWOOD AND TO ALL VERTICAL WOOD L -i1 a it) LS CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I xxx : >IHO STUDS BENCH FRONT H 1 SCALE: I =1-0" RIFT SOLID OAK EDGE 1 q /16" 5/8" DETAIL DRAWN: UVNM - 3/4" 13/16' ' 1/4" SCRIBE 1' -6" 3/4" PLYWOOD PREFABRICATED BOX RIFT OAK VENEERED BENCH I r ii 5/8" G.W.B. ON 3 5/8" METAL .EI.IN� l STUDS AT 16" D.G. Ml MI MIRROR WITH BEVELE EDGES I ii' I 40 A v ! � :: AF al / • i , , . PIA P /. i / _ O` i % i e • % % / • 0 rZIor>ENEMcsnww M9nr �r�tm AMIC TIRS2Waawum 1\\\ 1\\\ 1\\\ _\\\_\\\_\\\ 1\\\_\\\_\\\_\\\_\\\_\ \ \_ \ \ \_ \ \ \_ \ \ \1 \ \\_\\\1\ \_ \ \ \- \_ \ \ \1 \ \ \_\ \ \_ \ \ \_ \`'►a \ \ \_ W '' 3/4 " I dam :NI a14 WITH 5/8' GYP BOARD 2l' r _ — 2 ■ I 1/2" x I/2" ANGLE 3/8" x 3 1/2" LAG SCREW SEE SHOP DRAWINGS FOR ADDITIONAL BRIDGING REQUIREMENTS AT TOP 4 AO IP OA REVIEWED FOR CODE COMPLIANCE DSGNR: MB 3/4 x 3/4 7 SHIM SPACER 1/4 NON-COMBUSTIBLE BLOCKING 5/8 GYP. BD. APP:` Q 41, F % 1 /, � � � H 2 j - 21 -01 BENCH DEC CH BACK EDGE DETAIL SCALE: 1' = 1' •-• 0 }�qq9 Ci�gtyT Of Tukwila - LJ i./ILSJ SING H I orvisioN I SCALE:As NOTED q.5 11/1" 3/ BOTTOM 3/4" BIRCH PLD 1' -q , - 6729 ?ERE; CHI 1 L i �. �1�er e,� �l!':a ..y r , tis,a ±ltd (4) - (=4 � EACH � � 3 /8 FLAT STOCK AT FRONT CI D 01 ........ b I - FACE (BEYOND) PAINTED Pill ��% B2 - CO PREFINISF£D , , /;/ � i / /// // I/ / /. !/Y/ CERUSED OAK WOOD BASE !!��;; ►u pr ;f ,.1� % /����' 3 0 NON-COMBUSTIBLE 1 3/4" x 1 1/8" (1/8" MILL) CLIP @ BOTTOM OF MIRROR. ENDS ARE TO % � m �► j O % RECEIVED CITY OF TUKIN1LA BLOCKING _ — m _ • BE MITRED @ 55 DEGREES 112 1 1/2" 1/4" ANGEL AT � • q . 5 = OPP. 1 I /2" x x WALL l / 2 8 ENDS (HOLES AT ENDS ONLY) - P�rc',,i1 1 CENTER FINISH FLOOR / . 1 1/2" x 1 1/2" x 1/4" WALL T -ANGLE AT AT MIDDLE AREA D BEY BLOCKING IN WALL BEYOND B2 -CO PREFINISHED A B F C 50 017 el 1/4" , CERUSED OAK WOOD BASE — SHEET • A9 5B r III MIRROR SECTION ,� SCALE: I I/2' = 1 0" H BENCH SECTION SCALE: 1 1/2' . 1'- 0' U OPEN ;� TBD I 11 I .I11 1' -7 7/8" FIBEROPTIC ILLUMINATOR ABOVE [CEPT 5 PREFABRICATED (CENTERED WITH IN CABINET) ACCESS ABOVE DUPLEX RECEPTACLE GYP. TO GYP. PANEL 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING PREFINI SHED ALUMINUM 5/8" GYP. BOARD METAL STUD! WALL STANDARD INSTALLED HORIZONTALLY 1" MDF PANEL ON 3/4" MDF soE PANEL PLYWOOD CLEATS 3/8" MDF FACE PANEL OVER 3/4" PAINTED FIBER -OPTIC ILLUMINATOR BOND TO HINGED 4' -3 3/4" GYP. BD. TO GYP. BD. VARIES -4 V4" A.F.F. _. :. _ ACCESS (SECURED -$ q' PLYWOOD FLOOR TO GYP. D. BLOCKING SECURED TO GYP. BD. _ o - _ - 5/6" GYP. BOARD ON 2 I/2" 1' -0 7/8" (INCLUDES 1/4" 1' -0" SHIM SPACE) 1' -0" 1' - 7/8" METAL STUD FRAMING II D2 10. AND METAL STUDS " fsib -6 A.F.F. '.. '• ►��� • T6 -PP PRIMED WOOD '�•YP' PERIMETER TRIM TYP. I r/. .rr rrrrlr rrrrl7rt� p '��� - /o . /•I PLYWOOD FLOOR TO TOP PANEL PREFABRICATED TOP PANEL WITH /� � � ICORNERAS �/� � rj J ` r j I 7 ' -7 I/ ' ✓/ :.._ .,._ _ .� _ _...~ r:.. _._. v ". -. , • _ • �........ . .... _ - ..L... _.. -n . _ MEI __, _ 1' �� • — T6 PRIME WOOD � n S' -3 1/2' FINISHED FLOOR TO FACE OF GYP. BD. 3/411 1 . \ 1 F. -- \ �! � l -PP u PERIMETER TRIM (3/4" : :: 3/4" PAINTED TRIM) :.. ............ .......... _ . _ . --�_ •. - — - - __ _ _____. — — A ____. — ILI I � 1 \ . �+ HINGED ACCESS DOOR x REQUIRED) ...... WO OD .. r - — I — ` — — I - - l ) E ^5 E -3 _ g _ T6 -PP PRIMED WOOD I 3/4" PLYWOOD CLEAT (TYP.) - co o r� 1 TO B GYP. BD. SOFFIT PERIMETER TRIM � '' r ___N_ I I PRIMED TRIM .......... .. - . - - ... - • . _ T30 PRIMED WOOD TRIM . _ .... :- - • • •:•:• - 4" 10. °D SIM. ;� r 3/8 ROUGH WOOD PANELS OVER 5/8" GYP. BOARD ON 2 1/2" METAL STUD FRAMI L- 1 i I --PP ::: _ . 3 /ES" ROUGH WOOD PANELS : = I mil_ I *I\ ..:............: : ALL VERTICAL STILES TO RUN CONTINUOUSLY TO :.:.:.:.:.:.:.:.:.:.:. FLOOR F.D. PREFABRICATED CABINET TRIMS ASSEMBLED ON SITE 5/8" GYP. BOARD OVER 3 5/8" METAL STUDS 3/4" PAINTED MDF SIDE PANEL 3/8" MDF FINISH PANEL OVER 1" CONTINUOUS MDF BACK PANEL PREFINISI -TED CUSTOM m ALUMINUM WALL STAN - : FIBER OPTIC LIGHT STRIP " ITI �� L - 3' -1 1/2 1 �irr ., .- „ r�_ z« 1►iii�' , % ii r �, • - r - P :::: :: :: : : : : a„ rt -- 17/8' I I ri i �r I 4 " 1 ,� 1 7/8” E -1 t .. ' � I �... _...� -10. ._ TIO -PP PRIMED WOOD _ _ _ _ - _ � � �j �i • / / ;`� ri �1 • TI3 -PP PRIMED OF A I WOOD RETURN TRIM I I • 10 $ I WOOD CABINET STILE CABINET STRIP LIGHTS LINE REPRESENTS EXTENTS BASE PROFILE ON CABINET — — — 10 PRIMED SIM. T13 -PP PRIMED T1O- PP/T17 WOOD BATTEN T13 -PP PRIMED ` - - - _ !�� ' i SNnN )el v i BATTENS ...... _ ... (SEE DETAIL K/Al2.1 FOR .....:....: : .. BATTEN INSTALLATION AND :.:.:.:.:.....:.:. LOCATION INFORMATION) ..... ....... _ ...... .. :.:.:...:.....:.:...... T13 PRIMED WOOD TRIM .•.•.•.•.•.•. :• :- :• :- :• :- :- :- :•:- : -: -: -: . - .... . • ....... - I / \ ___N_ E \ WOOD TRIM -PP PRIMED � PLATFORM BELOW DASHED LINES REPRESENT EXTENTS OF HEAD TRIMS CABINET STILE I I -- I ABOVE i li I . \`1: Il )N ALL CABINETI -PP ........... : : : : : : : : :.: 3/8" MDF FINISH PANEL :_ . _ .... OVER 1" CONTINUOUS MDF • - - -• -• : : :. : :: .:.:.:._._.. I I p i / � ' �� �i i %j I on I, Y I� y d , i r I IJ _ I � + L / I SCI WALES CABINET TYPE 11 FINISHED OPENINGS — � T .C1. . 1., r TrJ REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE C.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE BACK PANEL :.:.:.:.:.:. .: _ ........ :.:.:.:.:. :. ::. : .: .:. PREFINISHED CUSTOM ALUMINUM WALL STANDARD • • • • • • • • ....... ......:: :.". ....... 8IL CABINETRY RUN QUANTITY OF GYP. TO W. DIMENSION �� I 7E-2v � ' irrr��r��� STANDARDS r I I 10. IS -i,b/G „BIL N�WIa � NIN2dO crams' � 1 SC1-1 3 2 -3 3/4 I I I � ` — 4 ! - - - I - r� '!; 1 - L I \ \ SC1-2 2 3' -3 5/411 SCI-3 3 4 3/4" OUTLET NOTE I „0 -,1 : - . - . :.:. ..•.-:..-_•_- :• :.:.:.: _•_•_•...•.- ...•..... :.:.:.:.:.:.:.:.:.:.:. ........... .... ... ._._..;_.: .•.•.•.• :•.• :• .:.:.:.:.:.:.: .•.•.. :. • . :.:.:.:.:.:.: _ ...... .... I PROVIDE A DUPLEX OUTLET (INSTALLED HORIZONTALLY) CENTERED VERTICALLY IN CAVITY ABOVE EACH CABINET. ALIGN OUTLET WITH THE CENTERLINE OF THE ACCESS PANEL AT EACH LOCATION PRIMED WOOD TRIM ON BEY D 'LIGHT I MING FLAN' FOF REVISIONS: e BLDNG DEPT 11- 21 -07I FACE OF POCKET' RETURN BEYOND 3/4" THICK MDF BASE DECK, SCRIBE TO ALL WALLS , NOTCHED AROUND CABINET TRIMS 4 WALL STANDARDS AS REQUIRED; ATTACH TO BASE DECK FRAME WITH CONSTRUCTION ADHESIVE # FINISH NAILS, SET * FILL NAIL HEADS B2 PRIMED WOOD BASE L L — - I I I I I I I vri - SEE 'FR; I ( I I / ' I +, J ISSUE DATE: PERMIT DATE: 9h5/07I I LANDLORD DATE: 9/74/071 BID DATE: 9/15/071 MASTERS 7 -27 -2007 1 I - qtot / / / /� / / / / / / / / / / / / / / // 52 -PP PRIMED WOOD BASE 01 4 ?) / S -PP R I j 1+ 4 1/4" 1' -4 1/4" PRIMED WOOD BASE TRIM ��: �� i ll PRE -FAB MODULAR BASE FRAME; ( ll SCREW FRAMES TOGETHER (IF APPLICABLE) AND TO SIDE WALL OF STRUCTURE 0 ....... /.00 # 4......... ) -` - 1' - 7 7/8" CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx �NH� A RECESSED WALL CABINET SECTION SCALE: 1 1/2' = 1' -0" RECESSED WALL CABINET ELEVATION SCALE: 1 1/2' = 1' -0" WALL CABINET PLAN DETAIL SCALE: 1 1/2' = 1' -0" �-- DSGNR: MB I FIRM: WDP I DRAWN: xxx 10" 10" TIP. 2 7/8" 1 " 5/8" GPO 1/4" L •.► i APPROVED DEC 2 8 2007 Ow Of Tukvv0a HOLD (TYP) PREFINISHED CUSTOM WALL STANDARD / 5/8'_ 1 /4 1 I -3/4" II 3/4' ia" : PRIMED LIGHT POCKET TRIM 3 To i° m - _ 1 �� (P 1 3/4" MDF SIDE PANEL _ _ �i : -:. ..... I��. 3/4" MDF SIDE PANEL ( PAINTED) 3 5/8" MTL. STUD WALL PANEL (PAINTED) 3/4" MDF SIDE PANEL " 3/4" ` ` *' 31 5/8" GYPSUM BOARD T13 -PP PRIMED WOOD ` Il (PAINTED) ` S - (PAINTED) CABINET STILE 5/4" 3/4 PLYWOOD CLEATS 3/4" MDF PANEL ' / / /.+I��I r �LiI���I' % . .� r Ak ` I 1 . I 4' ` , .. 1. 2 3/4 4 2 3/4 2 3/4 4" PRIMED LIGHT 2 3/4 ci - T10 PP PRIMED ` , �' = r 11111,1 1 1 4 •' 1 '$. 1 ` 1 t 4. 1 1 ` 1 . . .. ---2 .... CAULK ANY OPEN JOINTS BETWEEN THE PROTRUDIN PROTRUDING WALL STANDARD AND THE MDF PANELS WALL STANDARD PROTRUDES 1/16" BEYOND FINISH I POCKET TRIM .e���`� •�1: .: 5 8" ! GWB 1/4" SHIM 3 co _ ..1111 _,;FA ` VARIES , 1 `1 N i • _ 1 _ da ` i , / 7/8" 4 u ' i co m FACE OF MDF PANEL (TYP) SC1 CABS MD WOOD BATTEN I SCALE:AS NOTED -1 3/4" i12 : i _` li � , D1 1' -0 7!8" TYP. 1' y 5/8" GWB / //�����I % � .. T13 -PP PRIMED WOOD -��, CABINET STILE ����r� �J / /�, , �, �_���// »� // , � �/I/r 4 i���I, 1. _ . ¢ > ;RIMED WDOD ATTENS HOLD TYP PREFINISNED CUSTOM WALL STANDARD / •� �i �� I ���1 = I 1/4 SHIM �,� - \ m '�� m �` I rn 7/8" iWOOD T15 -PP PRIMED WOOD Gn I, 1 5/8' 4" 1 11I ,/ / /j j // PRIMED LIGHT 1 4 " 7/8" POCKET TRIM 7/8" 'I ? ` -- T10 -- A -PP PRIMED WOOD 1 / */ 7 9 REGISTERED ARCHITECT sc3�la� . SHINTO _. . T13 -PP PRIMED WOOD CABINET STILE BATTENS 3 5/8" MTL. STUD WALL u - F.D 7( �. .( 7 3/4" 7/B" , = F1 PRIMED T13-PP WOE( CABINET STILE �z ! -PP �� . CASING TRIM WITH - � , 4 5/� ' TIO -PP PRIMED WOOD BATTEN ■ "�� F4 -PP PRIMED �� 5/8 GYPSUM BOARD u PLINTH BELOW ET STILE ■ �� •.. w _.. _. . • E W 1 3/8 ROUGH WOOD PANEL OVER 5/8" GIP. BD. ON METAL STUD FRAMING AT END CABINET AT INTERMEDIATE STILE AT ADJACENT CORNERS ( � AT PASS - THROUGH E 4 E 5 CITY 1`• PEI AT ADJACENT RECEIVED OF TUK� � V 2 8 Lb _ -WAIT CENTER CORNERS 1 III 3/4" PLYWOOD CLEATS 3/4" MDF PANEL W A WW ,,`, , � r ,; 1 hit • . ;: as " F CAULK ANY OPEN JOINTS BETWEEN THE PROTRUDING WALL STANDARD AND THE MDF PANELS WALL STANDARD PROTRUDES 1/16" BEYOND FINISH SC1 -2 & SC1 -3 5/8" GWB ABFC50017 D 3" _ 1 ' -0 O f 3 1 1 p -0 S!f - 1 ' -0 A _ - ` / 3 " f 1 -0 tl S " ! - m 1 -0 " FACE OF MDF PANEL (TYP) " �� i/4 SHIM SHEET 3/4 MD ® WALL STANDARD DETAIL „ SCALE: 3' . I' -O" I_ CABINET LIGHT TRIM DETAIL ,; SCALE: 3' . 1'-O' I I'J ■ 1 1' -7 7/8" T5I -PP PRIMED HARDWOOD TRIM ILLUMINATOR AMMEN WEPT 5 FIBEROPTIC ABOVE PREFABRICATED HINGED WITH IN ACCESS ABOVE (CENTERED CABINET) PANEL PREFINISI -IED ALUMINUM 5/8" GYP. BOARD NALL STANDARD METAL STUDS GYP. TO GYP. '' DUPLEX RECEPTACLE 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING 3/8" MDF FACE PANEL OVER 3/4" PAINTED MDF SIDE PAN1EL 1" MDF PANEL ON 3/4" PLYWOOD CLEATS 4' -3 3/4" GYP. BD. TO GYP. 5D. VARIES INSTALLED HORIZONTALLY I (INCLUDES 1/4" 1' - 7/8" 1' -0" SHIM SPACE) , l' -0" 1' -0 7/8" D2 FIBER -OPTIC ILLUMINATOR BEYOND (SECURED TO HINGED �' -4 1/4" A.F.F. ACCESS DOOR) PLYWOOD FLOOR TO GYP. D. BLOCKING SECURED TO GYP. BD. ■ - 5/8 GYP. BOARD ON 2 1/2 / — / — 10. — - METAL STUD FRAMING T6 PAINTED WOOD TRIM f tr , .1 F ►������ \ \ J \ \ - io m in AND METAL STUDS �� S -6 A.F.F. . ►�� i ... .. . .„ -• . . .. .. ..•- - _.- , ... ,._- .... _ . , .... , ... ._._... .. .._....... - .- :... -_ _ - _- -.;,. ..�:... �"�::' i _• _ — _ . al < �_ ;: ` . ; • - , - 1 r / /I / / / /II /IwIr . Kre % / / II/ II II���i�I/ 1// / / / /f./ / /Arrei / iiir www wwwwwi/rwr - rw% . ____ _____. I ` .._, _ , � 1 ; Rt / J a o E -3 PLYWOOD FLOOR TO TOP PANEL PREFABRICATED TOP PANEL WITH tI0 1 0 j �� �1 /1 /I % /1 • I 1 I 1 T -7 I / "� / _ / G w � 1 , ■ .. _. _ .. _ . _ ,iir !�I g - m ,�, _ , \ TI3 -PP PRIMED WOOD TRIM I _ T30 -PP PRIMED WOOD TRIM \ HIN GED ACCESS DOOR 3/4 PLYWOOD CLEAT I " 1 7,8 I I I I I ` 1 8' -3" FINSI-IED FLOOR TO FACE OF GYP. BD. - - � I da -10. , (TYP.) 774 ■ I _ o _I dD 4_' ' �1 %� -- - 1 Y—SUBS -T TO BTM. GYP. 1 S T51 -PP PRIMED i VER ING ::::::: T13-PP (OR TI5 -PP IN CORNERS AS REQUIRED) I - ..ABINET TI3 -PP WOOD C IN AB LINE BASE PLATFORM DASHED EXTENTS ABOVE I � ON SITE 5/8" GYP. BOARD OVER 3 5/8" METAL STUDS �� 3/4 PAINTED MDF SIDE PANEL 3 /5" MDF FINISH PANEL OVER 1" CONTINUOUS MDF BACK PEL AC PANEL PREFINISHED CUSTOM in ALUMINUM WALL STANDARD -' � FIBER OPTIC LIGHT STRIP ` I 1 N' B/L s I I .10 ► �' ■ � % — — �\ ,; ,• rr 4 RY RUNS PRIMED WOOD LIGHT I j1 PRIMED WOOD TRIM 3/8" MDF FINISH PANEL D NH AN " OVER 1 CONTINUOUS MDF I PRIMED A ' `� ^ ` ^ �I ■; 1 1 � ; — ^ / I I I I I I I PR TRIMS ET -10. $ I CABINET STILE ' 10 • T13 -PP PRIMED CABINET STILE BIM. SCRIBED TO FACE OF ADJACENT — i i : I1 �� � I1 I I— 1 S I I S ET TR P L GHT REPRESENTS EXTENTS OF PROFILE ON CABINET BELOW CABINET TRIM , r t — — " I \t T15 -PP PRIMED WOOD TRIM — i ON ALL CABINETI LINES REPRESENT OF HEAD TRIMS i. — L / j C BACK PANEL PREFINISHED CUSTOM ALUMINUM NALL STANDARD — ( w \ \� + 1 I � . I ` I\ � ' i ` 1 ` I ` 1 O 1 can. z cn I I I E -2 - . I /� �1 / 1 1 I y SC3 (SALES AS COY T PE 3) D OPENINGS ` iiiiii iiriiiiw Ai _ / \ I AMC ■ a T'Y'/E „9 /L 0- 4n ISNED OPENING DIMENSI l0. I I REVISION DIRECTIVE KEY I B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE CABINETRY RUN Sc3-1 QUANTITY OF STANDARDS 3 GYP. TO GYP. DIMENSION 2' -3 3/4" \ I I L ` n r L — — = 0 j /i /1 �j �I /I OTC � , I / /I /I • � _ ` t- II SC3-2 2 3' -3 3/4'' SC3-3 3 4'--3 3/4" „ 4 MING PLAN' FOR FIN I I I CUTLET NOTE I PROVIDE A DUPLEX OUTLET (INSTALLED HORIZONTALLY) CENTERED VERTICALLY IN CAVITY ABOVE EACH CABINET. ALIGN OUTLET WITH THE CENTERLINE OF THE ACCESS PANEL AT EACH LOCATION I I REVISIONS: I e BLDNG DEPT 11- 21 -07I T13-PP PRIMED WOOD TRIM i. L I — I PRIMED WOOD TRIM BEYOND 'LIGHT d?Jd, 335 ^ — _L l I pp I FACE OF POCKET' RETURN BEYOND 3/4" THICK MDF BASE DECK, T41 -PP PRIMED WOOD TRIM B1 -PP PRIMED WOOD BASE I I I 1 I j I / , "" 4 \ yi , 1 SCRIBE TO ALL WALLS , NOTCHED AROUND CABINET TRIMS * NALL STANDARDS AS REQUIRED; ATTACH TO BASE DECK FRAME WITH CONSTRUCTION ADHESIVE $ FINISI -I NAILS, SET * FILL NAIL HEADS E -4 )_ ~ _ „'„'�� I I I \•'� `` ` ` �" � 11 1 •10. �� -- - ,.. ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/14/071 BID DATE: 9/16/071 I MASTERS 7-27-2007 I ... _ ■ 1 d _ ` �. . �. — — / 1' 7 7/" i ww w�:>•wwiwwwiwwww ww»�% • \ \ : _ I d JsIPP PRIMED WOOD BASE ......... . 4 1/4" . . I' -3 7/8" 2 1 /8 "J PRE-FAB MODULAR BASE FRAME; SCREW FRAMES TOGETHER (IF APPLICABLE) AND TO SIDE WALL OF STRUCTURE CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :AHD A RECESSED WALL CABINET SECTION SCALE: 1 1/2' .1 ,Los H RECESSED WALL CABINET ELEVATION SCALE: 1 1/2 = 1' -0' C WALL CABINET PLAN DETAIL SCALE: 1 1/2' = I -0' DRAWN: )00( 10" 10" TYP. / 2 7/8'' 1 "/II 5/8" GWB 1/4" HOLD (TYP) PREFINISHED CUSTOM NALL STANDARD 5/8" 1/4 /4" 11 3/4 /8" 1/41 1 1 1 1 ` 1 D . 6 m ``� "o dOM :11N1.1 =' :. - = 1 11 M DIVIDER (PAINT 3/4" MDF SIDE PANEL 1 1 1 1 = • . . ` - ::. 3 5/8" MTL STUD WALL 1 1 PANEL D) 3/4" MDF SIDE PANEL PRIMED LIGHT BI 5/8" GYPSUM BOARD (PAINTED) / % _ 1 1 (PAINTED) 3/4" PLYWOOD CLEATS wze 4w =\ POCKET TRIM I ` ENE = -= -_ . cn DSGNR: MB 1 - s I 3/4" MDF SIDE PANEL - a 4 _ (PAINTED) 3/4" MDF PANEL CAULK ANY OPEN JOINTS BETWEEN T HE PROTRUDING .. : : ._ " < 2 4" , "23/411 2 3/4 u 4 u " n 2 3/4 � ♦ � �, I � PRIMED LIGHT T13-PP PRIMED WOOD ` 5 1 * 4 � � 1 4 ,• ` : ` G NALL STANDARD AND THE MDF PANELS WALL STANDARD PROTRUDES 1/16" BEYOND FINISH I I POCKET T TRIM CABINET STILE CABS 5/8" GWB 1/4" SHIM - 63 ra i m 1 '�"""""'� " � n � n Nil r ��► 1 • � \ = 1 Et FACE OF MDF PANEL (TYP) SC3 REVIEWED FOR CODE COMPLIANCE r DE r n 2007 2007 I SCALE:AS NOTED -1 3/4" MD 1 12" 1' -0 7/8" TYP. 1" /a" GWB • ". "° : / / /� / / /� \ � , ... _ . � � % �� / .� i / / /'\ --- _ I - _ I q HOLD TYP PREFINISHED CUSTOM NALL STANDARD 1/4" SHIM ; � � ; ` 1 ► , ,n T13-PP PRIMED WOOD 1 5/8' " PRIMED LIGHT 4 n 7/8 u CABINET STILE T15 -PP PRIMED WOOD kr. ' = �� � lri jl I11kw a a s��q T+ �US� -�� I~' `' 4" 7/8u POCKET TRIM 7/8 u � � - 1;1315 i E;3'wD Asp H Te'v . t i,... +p116T • K. DmotRa ; . TI3 -PP PRIMED WOOD CABINET STILE 3 5/S" MTL. STUD WALL 7 3/4" 7/8" _ Fl PRIMED 4" CABINET STILE ' �L i -PP . CASING TRIM WITH 3/ . ��A F4 -PP PRIMED 5/8" GYPSUM BOARD AT END CABINET r� AT INTERMEDIATE STILE AT ADJACENT E 2 PLINTH BELOW CIV' OF TUKWILA NOV '' 8 ./. )1 P fil'd! 1T CENTER CORNERS AT PASS - THROUGH iliiMMUNICIIINCI . : • . _ •. . _.... :111111111 ■ 3/4" PLYWOOD CLEATS J � 3/4" MDF PANEL IN 1 I • — - — rn . CAULK ANY OPEN JOINTS BETWEEN THE PROTRUDING NALL STANDARD AND THE MDF PANELS WALL STANDARD PROTRUDES 1/16" BEYOND FINISH n SC3 -2 &SC3 -3 5/8" GWB ABFC50017 3" = T -0" 3" = 1'4r 3" = 1' -0" 3" _ 1' -0" FACE OF MDF PANEL (TTP) 3/4" MD 1/4" SHIM SHEET AlO ■ 2 I D WALL STANDARD DETAIL E SCALE 3' II -0 LIGHT TRIM DETAIL 1Y 1' -7 7/8" CROWN ASSEMBLY - CONCEPT 5 DUPLEX RECEPTACLE GYP. TO GYP. 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING FIBEROPTIC ILLUMINATOR ABOVE PREFABRICATED WINGED WITH IN CABINET) ACCESS (CENTERED PANEL ABOVE INSTALLED HORIZONTALLY \ PREFINIS-1ED ALUMINUM 5/8" GYP. BOARD WALL STANDARD FIBER -OPTIC ILLUMINATOR BEYOND (SECURED TO HINGED gip 9' -4 I/4" A.F.F. _ -- .. _�. _ ....__r... _ _ .. :...- .:. ---_ , ACCESS DOOR) 3/8" MDF FACE PANEL OVER 3/4" PAINTED MD 0 MDF PANEL ON 3/4" PLYWOOD C \ PLYWOOD FLOOR TO GYP. BD. BLOCKING SECURED TO GYP. BD. \ o _ \ , � 5/8" GYP. BOARD ON 2 1/2" 4' -3 3/4" GYP. BD. TO GYP. BD. VARIES - / (INCLUDES 1/4" SHIM SPACE) 1 -0 7/8" 1' - 1' - 1' - 0 7/8" \ I ill METAL STUD FRAMING AND METAL STUDS „ 8'-6" A.F.F. ►� fr D2 ►�� ■� 10. r.�w. �� ���r�ii��� � ArAr ira SEE DETAIL A/Al2.1 PLYWOOD FLOOR TO TOP PANEL PREFABRICATED TOP PANEL WITH HINGED ACCESS DOOR 1/1 �� �� I�I OI , I • /I % I [ m co ,1 I I 7' -7 I/ " / — '--- ""._ / I - _ . _ - r : M r ... - .. __ _. - :.._ . _- . — r' / _ ,(� m n _, s ....__�... _, N — _ . .. �..,.... .. N .... _ .. ' .. . -: -..... _..-- .. -.._ ( ,_ ,., o ) m ! - . - 1 1 ; ` ■ 1 ? 1 .„7- ,,..., - , !� 4 , ' UMMIcliWWW AWiKIMMOR W r / - C to.. ~ „ 3/4" PLYWOOD CLEAT (TYP.) - - co i _ . r := : T13 -PP PRIMED WOOD TRIM I - - - - - ` - _ 12 C A!1 •T TO BTM. GYP. BD. SOFFIT �\ 'CIE' 'cLkh 10 37V 0.1.. NOO1.d a3t1SNI: /1 E - CROWN ASSEMBLY OVER 3/4" T30 -PP PRIMED WOOD TRIM ALL VERTICAL STILES TO RUN CONTINUOUSLY FROM I C-. WOOD BLOCKING- SEE DETAIL PREFABRICATED CABINET TRIMS ASSEMBLED ON SITE 11 5/8 GYP. BOARD OVER 3 5/8" METAL STUDS 3/4" PAINTED MDF SIDE PANEL 3/8" MDF FINISH PANEL OVER 1" CONTINUOUS MDF BACK PANEL PREFINI51 -IED CUSTOM m ALUMINUM WALL STANDARD FIBER OPTIC LIGHT STRIP I I I I I TMP _ : - - l , IN _ �` , - ~ �� ; FLOOR TO GROWN _ i . ....... _ - rte / �1 , � ►/ AL.. .....- : -. -- imim,Lr I T13 -PP (OR T15 -P IN CORNERS AS REQUIRED) I 1 I �4 � � /� , u I / .. , 4"` E -I \ . r��r�..iri . riw i� '1 . — 14W ` , ice I ■■ � ` Q/L � I I / �I i E I i 3' -10 1/2" _ � , ' 10 � - � � ` \ ! ' 9Nn? .lZ V I T13 -PP PRIMED i I PRIMED WOOD TRIM u 3/8 MDF FINISH PANEL OVER 1" CONTINUOUS MDF A PRIMED WOOD LIGHT ` t, / I I� 1 ` i \ i` , 10 g F OCKET TRIMS WOOD CABINET STILE CABINET STILE ^ 10 SCRIBED R TO FD GE OF ADJACENT Sim. r CABINET STRIP LIGHTS LINE REPRESENTS EXTENTS OF BASE PROFILE ON CABINET PLATFORM BELOW DASHED LINES REPRESENT I CABINET TRIM I I - I \ ` - T15 -PP PRIMED WOOD TRIM - 111 i+ `` i� i ` i` I ' / la ON ALL CABINET' �i / �I �I � - / I �I �I I o I / I Pd Al � i 0° I � � / I � i I � r E • - I FEXTENTS OF HEAD TRIMS 4 I ABOVE BACK PANEL PREFINISHI =D CUSTOM ALUMINUM WALL STANDARD REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE ; i ' , i Q/L I SC3 (SALES CABINET TYPE 3) FINNED ORION IS r ♦� I 1 `■ \ 1; I` \ \ I \ � \ \ i ` I is A` . f _ - • - , r -07 /E 0 2/L 0- nn 151-IED OPENING DIMENSI 1 0. CABINETRY RUN QUANTITY OF STANDARDS GYP. TO GYP. DIMENSION 1 '�' � ( \ n I� \ T13 -PP PRIMED H ARDWOOD TRIM SC3-1 3 2' -3 3/4" SC3-3 3 4 -3 3/4" - I I I i I I I i :SNOISIA3a I A BLDNG DEPT 11 -21 -07 I 110 - ,I 4 i,MlNG PLAN' FOR FIN OUTLET NOTE I I / PRIMED WOOD TRIM BEYOND I PROVIDE A DUPLEX OUTLET (INSTALLED I- IORIZONTALLY) CENTERED VERTICALLY IN CAVITY ABOVE EACH CABINET. ALIGN OUTLET WITH THE CENTERLINE OF THE ACCESS PANEL AT EACH LOCATION I FAGS OF LIGHT POCKET' RETURN BEYOND 3/4" THICK MDF SASE DECK, SCRIBE TO ALL WALLS NOTCHED AROUND CABINET TRIMS WALL STANDARDS AS REQUIRED; ATTACH TO BASE DECK FRAME WITH CONSTRUCTION ADHESIVE * FINISH NAILS, SET * FILL NAIL HEADS 51-PP P RIMED WOOD BASE L- — _ \ I I I` I\ i` 1 ` � ` i ` i`■ , /L 0- X13, 339 V I / T41 -PP PRIMED WOOD TRIM B I -PP PRIME WOOD BASE I I I I I ( ISSUE DATE: PERMIT DATE: 9H5/07I I LANDLORD DATE: 9H4/07I BID DATE: 9H6/07I MASTERS 7 -27 -2007 ■ 1 I _ E -4 \ 1 \� I I I \ 1'rrrr� r�ri��iiiiMi�i�i r �Ii � 10 - - - 1 1 L d`� N I' -7 7/8" 1/4" I' -3 7/8" - / 4 2 1 /8 "J PRE -FAS MODULAR BASE FRAME; SCREW FRAMES TOGETHER (IF APPLICABLE ) AND TO SIDE WALL OF STRUCTURE _ REWE�� CODE COMPLIANCE ::: 211117 ' CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 I xxx :NH° A RECESSED WALL CABINET SECTION SCALE: 1 I/2' = 1' -0' RECESSED WALL CABINET ELEVATION SCALE: 11/2' = 1' -0' WALL CABINET PLAN DETAIL SCALE: 1 1/2' = i' -0' �; -Ct DRAWN: xxx 10" 10" TYP. 2 7 /8" 11 / I / 5/8" GWB 1/4 1/4" HOLD (TYP) PREFINISHED CUSTOM WALL STANDARD / 5/811 � 1/4 'I I� /4 " u 3/4 /8" 3/4 /8" LES ROOM #7, #8, & #9 CAI aa I 1 ` 1 1 1 1 ` 1 daM : YY�IIj - co 7 4- '" m 3/4 p MDO DIVIDE; 3/4" MDF SIDE PANEL 140 1 3 5/8" MTL. STUD WALL s . ::: 1 PANEL PAINTED 3/4" MDF SIDE PANEL PRIMED LIGHT 3/4 MDF SIDE PANEL 3/4" 5/8" GYPSUM BOARD �` (PAINTED) 1 1 1 : : -� :: (PAINTED) 3/4" PLYWOOD CLEATS . Y • •,: 1 1 1 1 (PAINTED) Al i /lr_ I /'//" "/�Arr Al :.. ^ \ POCKET TRIM 1 , = _ . G � I DSGNR: MB "' 3/4" MDF SIDE t 4�� ` PANEL (PAINTED) 3/4" MDF PANEL CAULK ANY OPEN JOINTS BETWEEN THE PROTRUDING WALL STANDARD AND THE MDF PANELS WALL STANDARD PROTRUDES 1/16 BEYOND FINISH a ; T13 -PP PRIMED WOOD ` •P4 2 3/4 I 4 ` ` p It II 2 3/4 2 3/4 II 4 II PRIMED LHT ,II 2 3/4 II II II 2 3/4 I : : ' • � - :: 1 ` , ` �� :: _ ; POCKET TRIM p CABINET STILE 1 5/8 GIB / . i ce / i� - ` I �� ` 4.10,, ` � I ,` - � , 1 4 FACE OF MDF PANEL (TYP) ,i ..... r SC3 CABS 3/4" MD 1/4" SHIM • � :. t . J I SCALE:As NOTED -1 1 p " 5/S GWB :. D1 12" I U 12 1 -0 7/8 TYP. '- f \ V ���`I ::...'•. 0 .. ... : . /i � ��' S .MiM, � ��.�., 1. � � �. WOLD TYP PREFINISHED CUSTOM WALL STANDARD / - Pir .? - • _ - � ' 1/4 SHIMr� 1 ' :. .. m i r, ;��"� 'WOOD :x> t1 1 5/8 I 4" T13 -PP PRIMED CABINET STILE 1 " 0 1‘ 6; k0 TYP. d] FS.' PRIM LIGHT 4" �- 4" 7/8" POCKET TRIM 7 /S 7/6" T15 -PP PRIMED WOOD �_ _ t'lll$ Og �� T15 -PP PRIMED WOOD � • ' PEGS 1 ER HITECT 3 /4" CIS -- E- it h1 e�; r '3'' in T 13 -P PR IMED WOOD 3 5/8" MTL. STUD WALL - 7 3/4 CABINET STILE 7/8 �� A F1 -PP PRIMED CABINET STILE 7/8" 7,3 ;t- CABINET STILE --, A ►wr.�� 3/4 i . CASING TRIM WITH 411 1 df- 1S7 in ► ! , 5/8" GYPSUM BOARD - . .. ..... PLINTH BELOW 1 - PLYWOOD CLEATS . = = . m RECEIVED 0110 CITY OF TUKWILA t;) NOy "ii.,., 3/4" MDF PANEL • 2 8 Ptrii psi I CENTER CAULK ANY OPEN JOINTS BETWEEN THE PROTRUDING WALL STANDARD AND THE MDF PANELS WALL STANDARD PROTRUDES 1/16" BEYOND FINISH SC3 -2 & SC3 -3 5/8 " GWB A T END CABINET AT INTERMEDIATE STILE AT ADJACENT CORNERS AT PASS.. THROUGH AT CORNERS (SEE 'FRAMING PLAN') ABFC500 D2 E -2 E -4 E - 5 FACE OF MDF PANEL (TYP) , 3" r. 1' -0" 3" r. 1' -0" 3" -1' -0" 3 " � 1 -0 " 3 " � 1 , -0 " 1/4" SHIM SHEET 3/4" MD ® WALL STANDARD DETAIL SCALE: 3' = I'-0' CABINET LIGHT TRIM DETAIL ". SCALE: 3' = I'-0' A 10.4 1' -4 7/8" y CERUSED OAK CROWN ASSEMBLY - SEE FIBEROPTIC ILLUMINATOR ABOVE NCEPT 5 DUPLEX RECEPTACLE GYP. TD GYP. PREFABRICATED HINGED WITH IN CABINET) (CENTERED ACCESS PANEL ABOVE 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING PREFINISI -IED ALUMINUM 5/8" GYP. BOARD C METAL STUDS WALL STANDARD INSTALLED HORIZONTALLY u 3/4 PAINTED MDF 3/8 MDF FACE PANEL OVER SIDE PANEL 1" MDF PANEL ON 3/4" PLYWOOD CLEATS FIBER -OPTIC ILLUMINATOR BEYOND (SECURED TO HINGED q' -3 1/2" A.F.F. :: ACCESS DOOR) 4' -3 3/4" GYP. BD. TO GYP. D. VARIES \ PLYWOOD FLOOR TO GYP. BD. BLOCKING SECURED TO GYP. D. \ _ o = — „ „ 5/$ GYP. BOARD ON 2 1/2 I' - 7/S (INCLUDES 1/4" SHIM SPACE) 1' -0" 1' -0'' '' / I' - 7/a" / D2 METAL STUD FRAMING DETAIL B/Al2.1 10 AND METAL STUDS S' -5 I/4" A.F.F. T13 -CO PREFINISHED CERUSED OAK TRIM T30 -CO PREFINISHED rii ■ f rr_� _. PLYWOOD FLOOR TO TOP F PREFABRICATED TOP PANE I � / � � r ■�� - - ^ � s ` \ \ I I -. I I I 4II I ' - - �ifff/// fff fff��% /fffff /./lff��� . „8 /1� S3121VA ` Ir/ ffffffff� .'If�����fff 1 - 1 \ 5 ; :1 , 1 1 3 \ ' 1 �- k& .ww __- __... p ; HINGED ACCESS 3/4" PLYWOOD TYF / \ CERUSED OAK TRIM ALL VERTICAL STILES TO RUN CONTINUOUSLY FROM FLOOR TO CROWN T13 -CO (OR T15 -CO IN CORNERS AS REQUIRED) PREFINISHED CERUSED OAK / I I I 1 4" \ / \ - - \ --- -- - 1 7/8" I I I I I 1 7/8" I I t• 0 u_ ` o 0 1— Ii I p L m �� , ; CY IIb /l S -,8 „b /I I -,L / - I I --_±. --_±. I' -4 7/E Li L Fri D 0 II °� II L. - LD° 11 U CROWN ASSEMBLY OVER 3/4" s WOOD BLOCKING- SEE DETAIL A/Al2.1 TYP. I TYP. I , / _ / ( ; .111 I a , _ _ _ . .:..; - ` � , Ea= I- I • �irr�� - - I I I iiiri hill I —' 3' -10 1/2" I I � PREFABRICATED CERUSED OAK CABINET TRIMS ASSEMBLED ON SITE 5/a u GYP. BOARD OVER 3 5/8" METAL STUDS 3/4" CERUSED OAK 3/4 GERU ED K VENEERED PLYWOOD SIDE PANEL 3/8 CERUSED OAK VENEERED FINISH PA OVER I CONTINUOUS MDF BACK PANEL _ PREFINISHED CUSTOM in ALUMINUM WALL STANDARD ' FIBER OPTIC LIGHT STRIP ' T13 OAK CABINET LINE PLATFORM DASHED EXTENTS A BOVE •E - 1 `� _ 10, \. ir k +:.. I �� S , f 4" I i I i I I, �, 1 i - IN Is s I` \ I+ � : ` I I ` i ` I` 1. ` \ N IN I ` I ; N I ` :' r „ 01 q ?Y RUNS -CO CERUSED A CERUSED OAKLIGHT `` - - -E - - — I I / I I I F T I� I` 1 1 • or � � �I II i �I r / I AI • 10. >3 POCKET TRIMS CABINET OF TRIM n 3/8 CERUSED OAK VENEERED PLYWOOD PANEL " OVER 1 CONTINUOUS MDF PANEL I I I I I I I I CABINET STILE 10. T13 -CO CERUSED OAK SIM STILE SCRIBED TO FACE ADJACENT CABINET TRIM T15 -CO CERUSED OAK STRIP LIGHTS REPRESENTS EXTENTS OF CABINET I I I ` - ON ALL CABINETI LINES REPRESENT OF HEAD TRIMS TRIM / _, L\ I E — ~ \ PREFINISHED CUSTOM ALUMINUM WALL STANDARD - I - - 1 . s-, � 8IL I I -- E -2 I 11 • I REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C. - GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE SC2 (SALES CARNET TYPE 2) FNS OPB ICS ►r wwwww w45 I ► \� 1 ��* iw w. I T 'Y7/ E „8/L 0- . n 1514ED OPENING DIMENS - 10 I L \ CABINETRY RUN QUANTI OF STANDARDS GYP. TO GYP. DIMENSION 'Ar r 4 - - , — — l - - _ - T13 -CO PREFINIS- ED SC2 -1 3 2 3/4" L SC2-2 2 3 3/4" SC2-S 3 4'--3 3/4" I ` I ` I � i\ 1 11 - 1 1 1/4MING PLAN' FOR FIN I I I I I I I I OUTLET NOTE :SNOISIARI I A BLDNG DEPT 11-21-07 PROVIDE A DUPLEX OUTLET (INSTALLED ABOVE EACH ABINET CENTERED ALIGN OUTLET WITH TH CENTERLINE OF THE ACCESS PANEL AT EACH LOCATION I ' I _ CERUSED OAK TRIM T41 -G0 PREFINISHED CERUSED OAK TRIM I ' A CERUSED OAK TRIM BEYOND 'LIGHT I I I _ I I I I I ` IN i ` I I � „ 8 /L 0-,1 X213, 33S FACE OF POCKET' RETURN BEYOND 3/4" THICK CERUSED OAK VENEERED BASE DECK, SCRIBE TO ALL WALLS , NOTCHED AROUND CABINET TRIMS WALL STANDARDS AS REQUIRED; ATTACH TO B ASE DECK FRAME WITH CONSTRUCTION ADHESIVE * FINISH NAILS, SET # FILL NAIL HEADS B1 -GO PREFINISHED WOOD BI -CO PREFINISHED CERUSED OAK I I I I ` ' - I 0- I I ;+rte \ 1 1 >- I- iiir wwwww./1F wwww ISSUE DATE: I PERMIT DATE: 9/75/071 I LANDLORD DATE: 9/14/071 I BID DATE: 9/16/071 MASTERS 7 -27 -2007 \ : , : ~ Y ,:: : :- = I \ 10. 1D. ^ _ 17/8" BASE S iww /1: reAAr /wwwwwf L !PU BASE \ \ \ l 1' -4 i s ,---- ._.... 4 1/4" 1' - 7/8" .. _ .... . . d \<.\\, 1 # k 2 1/8"-) ` PRE -FAB MODULAR BASE FRAME; SCREW FRAMES TOGETHER (IF APPLICABLE) AND TO SIDE WALL OF STRUCTURE CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :NH3 A RECESSED WALL CABINET SCALE: 1 1/2' • 1' -Q' 10 SECTION 10" TYP. 2 7/$" 1" r 5/8" GWB ,' .+ RECESSED WALL CABINET ELEVATION SCALE: 1 1/2 = P' -0" C WALL CABINET PLAN DETAIL SCALE: I 1/2 .. 1' -0" CERUSED OAK LIGHT " DRAWN:)00( 1 /4' 1/4" POCKET TRIM .�� 3/4 CERUSED OAK VENEERED SIDE PANEL HOLD (TIP) PREFINISHED CUSTOM WALL STANDARD / / 3 4" /8" 5/5 � „ 1 � r3/4 ._: ::: _ , . : , : I J 1 1 1 1 , �1 `1 m <t 'r' rn OVA :1 3/4" CERUSED OAK ` 1 3/4" CERUSED OAK VENEERED DIVIDE PANEL 3/4" CERUSED OAK . -.. hV 3 5/8 MTL. STUD WALL L - ---- -� 5/8" GYPSUM BOARD u b r i 1/4 CERUSED OAK ► VENEERED PLYWOOD a VENEERED PANEL OVER 5/8 GYP. BD. ON METAL STUD , NV1d 335 � - � l VENEERED SIDE PANEL u • 2 3/4" 4 u 2 3/4 u 1 1 1 - = . ■ 1 1 1 1 , 1 SIDE AN VENEERED DE P EL 2 3/4 " 4 u " n 2 3/4" 3/4 PLYWOOD CLEATS 3/4" MDF PANEL 1 � '�� �_ W =_ � I I . `r' I �_ ew :ZINOSO CAULK ANY OPEN JOINTS THE • l 1 'f. c FRAMING I /• CERUSED OAK LIGHT T13 -CO CERUSED OAK IIII 1 1 ` ` \ I �� •� • \ q k 1 „, \ 1 k 1 1 . - I BETWEEN PROTRUDING WALL STANDARD AND THE E MDF PANELS WALL STANDARD PROTRUDES 1/16” BEYOND FINISH I I POCKET TRIM P CABINET STILE 5 /gu G10.15 1/4' SHIM ` � o ■ ao i FACE OF MDF PANEL (TYP) SG2 CABS I SCALE:As NOTED -1 3/4" MD ° �� /a" GWB % % / / /`i. R� � CODE C APPROVED DEC _ c 2007 r / //�\ ..:. %O //A 1 . . wir MOLD (TYP) PREFINISHED CUSTOM WALL STANDARD ca " m .q ‘N _ I ■ 1 .� m cn m 4" 7/6 % T13 -CO CERUSED OAK CABINET STILSTILE T15 -GO CERUSED OAK �n If " 1/4 CERUSED OAK ° 1/4 VENEERED PLYWOOD SHIM PANEL OVER 5/a TYP. GYP. BD. ON METAL " """ " CERUSED OAK LIGHT 5/8' k I 7/8u POCKET POCKET TRIM T13 -GO CERUSED OAK 7/8 4" \\,.\\\N �i City Of Tukw 1a - _�„,_�� BUILDING DI F F : ;. � ? =U A � ; j ; r � � 1� i�o��s�hlar� � � r W1�r1t�GTDsa 3 5/8 MTL. STUD WALL 7 3/4" CABINET STILE 7/8" � _ 4" �' STUD FRAMING CABINET STILE �z _i, � WALL � 5/6" GYPSUM BOARD Fl -CO CERUSED OAK CASING TRIM WITH F4 -CO CERUSED OAK - , .. - - . _., :" ' . - 3/4" PLYWOOD CLEATS i'�V 'Ar, J = AT END CABINET E AT INTERMEDIATE STILE AT ADJACENT PLINTH B E LOW CORNERS RECEIVED L.. CITY QF TUI�lIILA dv 2 8 / Friiiii I CENTER (\ AT PASS - THROUGH E 4 .- _ = 3/4" MDF � co m PANEL CAULK ANY OPEN JOINTS BETWEEN THE PROTRUDING WALL STANDARD AND THE MDF PANELS \ WALL STANDARD PROTRUDES 1/16" BEYOND FINISH SC2 -2 & SC2 -3 5 /$" GWB ABF 17 ®2 -1 3 , _ 1 , -0 _ , 3 " °'1 , -0 p 3 " _ 1 -Q " - = , A 3 1 -Q FACE OF MDF PANEL (TYP) 1/4 SHIM S HE E T 3/4" MD La] STANDARD DETAIL SCALE: 3' ■ V-0 r � CABINET LIGHT TRIM DETAIL �� SCALE: 3' 1 A10.5 C CONCEPT 5 10. I AND III I I I I I I I III I I I I I I l CROWN FRi G.G. SHALL INSTALL PREFABRICATED DRAWERS ON ■ .... ,.. I I -I = -I -I L 1 I —I —' —I I —I I1 N 11 ITir /E L I PREFABRICATED DRAWER CABINET \ PREFABRICATED DRAWER CABINET 7 f f / ! I / 3 / j PREFABRICATED DRAWER CABINET 1 y / / i / e G f r `• I I -1 U 1 I I 1 9 9 1 I = I -1 I D 9 1 -1 I I I —I = 1 1 I —I 1 V I i — ® 1 1 1 —I i 1 R II ] PRE- ASSEMBLEI SLI DES AFTER 1 1.111111 1111.11111 - G INSTALLATION! COMPLETE GC TO INSTALL PREFABRICATED DRAWER CABINET WITH PRE - INSTALLED LIGHT FIXTURES IN ACCORDANCE WITH PROVIDED SHOP DRAW INGS G.G. SHALL INSTALL PREFABRICATED DRAIA1ERS ON I I -1 ® I � 1 1 -7 I — II 1 1 L I�� � �I- S_ � i� � �_ —� —Im MB ice; l� ( 11 Il V 1 I I I I I I a i 1 11 I I I ® 1 I ® ® J I II A I1_4 I I � I I I I I, I I —� II 1 I I 1 9 D 1 I I = I —I 1 I 1 -1 I I 1 -1 1 a 1 M_ _1' 1 1 9 I mom i -1 i f b d I — I II �� J,2"1, 1 Ill 11 1 I -I I� I b I —I I �I-- J ® P 1 I I i_ 1 1 1 IMMl"1 II 1 1 2' -1 5/8" 2' -1 5/8" J2"J, 2' -1 5/8" X21, I P-2 G.C. TO INSTALL PREFABRICATED El 0.4 10. 10. TYP • 10. PRE-INSTALLED FIBEROPTIC LIGHT • 511„1 FIXTURES IN ACCORDANCE WITI -I SHOP DRAWINGS — �� 4 I I I 9 II 1 t I ® ••••• I I -1 I I —I (< 1 1' b 1 ® ] 1 �� 11 9 1 6 9 6 9] L I��I I oI I likill . �♦ 1 1 1 u i 1 I 1 9 D 1 I I' 1 Irmo I I I MI I 11 9 1 9 1 I 1I 11 I I © ICJ 1[ 01 II 1 1 N 9 09 _ . ® I U i I I I 1 II li 1 1 1 'I 1 1 b 1 0 dill I I I 9 —I 1 1 ► 1 I� a 1 1 1 a u i l l t I — ] 1 9 ► d _1 f 1 I I I I 9 i 1 1 I I 1 1 r al I 1 1 I I i iI I •— o D 9 I I 1 9 I I r a l .. �"'";. � I 1 I( 9 �I I— 1 1 i —1 I I a a a tl I I I —I I —I 1 I 1 d 11 1 1 1 I I I L iI —1 1( I I 0 a 1 PRE- ASSEMBLDI 5L1 DES AFTER CABINETRY INSTALLATION COMPLETE I l � � 1 'I I I II I I u 9 @ II I _ I ® I 1 ® . D 1 I I 1 -1 I -1 I —1 r l l D 9 d 1 ( V 9 P II 1 11 II I i i I D 9 1 9 I I ® Ii 1 I ■ ICI ti i -J1 1C1 I I r 'I u 'I A PREFABRICATED LIBRARY CABINET PLAN DETAILS SCALE: 1 1/2 = I' -0' PREFABRICATED LIBRARY CABINET SCALE: 3/4" = 1'-0' ELEVATION SOFFIT WALL p /2" 5/8" PAINTED GYP. BD. CEILING 3/4" VOID INSTALLED CONTINUOUSLY ABOVE REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE _, • -. 10. • `� CABINETS - ^ ' - r =z z m 3 u a m . _ ‚p.. ` - T25 DO PREFINISHED DARK OAK TRIM PROVIDED LONG FOR FIELD CUT I " ` 5/8" PAINTED GYP. BD. CEILING INSTALLED CONTINUOUSLY ABOVE CABINETS I I ■ O C I IN E L G ` , � - "' 5/8" G.W.B. CEILING I j T25 -DO PREFINISHED DARK OAK TRIM PROVIDED LONG AND FIELD CUT PREFABRICATED FRAMIN SECURED AND ADJACENT = = yr T36 -DO PREFINISHED DARK PROVIDED LONG FOR FIELD PREFINISHED TRIMS AND PANELS VIM ` ; 1 T36 -DO PREFINISHED DARK OAK TRIM PROVIDED LONG FOR FIELD CUT �� 47 -11- 6 T3 -DO PREFINISHED DARK PROVIDED LONG FOR FIELD CUT REVISIONS: G.G. TO INSTALL T3 -DO PREFINISHED DARK OAK TRIM PROVIDED LONG FOR FIELD CUT T33 -DO PREFINISHED DARK OAK TRIM PROVIDED LONG FOR FIELD GUT = 4 PREFABRICATED SOFFIT FRAME IN ACCORDANCE WITH 5HOP DRAWINGS - cv - •.. T2 -DO PREFINISHED DARK OAK TRIM PROVIDED LONG FOR FIELD CUT T20 -DO PREFIN!SHED DARK OAK TRIM PROVIDED LONG FOR FIELD CUT 5/8" 3 METAL P D ONC SHED DARK OAK TRIM PRROOVVI D DED L LONG FOR FIELD CUT : °• G.W.B. ON 5/8" STUDS AT 16" O.G. PREFABRICATED DRAWER CABINET SECURED TO PREFABRICATED SOFFIT FRAMING — G.C. SHALL INSTALL ALL PREFABRICATED DRAWERS ON PRE- ASSEMBLED SLIDES AFTER CABINETRY INSTALLATION IS ISSUE DATE: PERMIT DATE: 9H5/07I I LANDLORD DATE: 9/74/07 BID DATE: 9/16/071 MASTERS 7 -27 -2007 OPEN ® SCALE: NA I_ CROWN SECTION SCALE: 3' = 1' -0" I SECTION @ CABINET CROWN SCALE: 3" = 1' -0" 4 COMPLETE D W PREFABRICATED DRAWER CABINET INSTALLED IN � \ \ ACCORDANCE WITH CONSTRUCTION DOCUMENTS AND SHOP DRAWINGS Ci % RovED DEC 2 8 2C07 : A. CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 • xxx :)IHD im..._=iii_ Aall • . • . - I WALL OUTLET AT EACH CABINET AS REQUIRED FOR FIBER OPTIC ILLUMINATOR FIBER -OPTIC LIGHT c . • / / // / / //i i / / / / / / / / / / � / • . : =: % 1 ■ " �' 5/8 G.W.B. ON 3 5/8 METAL — CI BUILDI� STUDS AT 16 O.G. GC TO INSTALL BACK PANEL OF MIRROR PREFABRICATED DRAWER CABINET TIGI -IT TO FACE OF GYP. BD. in / _- • ° _ ILLUMINATOR G.C. PLUG IN ALL UNITS DURING INSTALLATION • PREASSEMBLED CABINET DRAWN: VINM / / r ij �l/ • . :11 PREASSEMBLED MIRROR ENDPANEL INSTALLED TIGHT TO END OF CABINET %%�r rs_ i t -r / 1 » K11 5/8" G.W.B. ON 3 5/8" METAL STUDS lrl . G.C. TO ANCHOR BASE OF daM :INNIJ PREFABRICATED DRAWER CABINET ASSEMBLY SECURELY TO FLOOR RECEIVED CITY OF TUKVVILA PRE - ASSEMBLED FIBER OPTIC LIGHT BARS ABOVE EACH DRAWER- G.C. SHALL _ `• .1 - - .. ix1 EXERCISE EXTREME CAUTION DURING ASSEMBLY TO ENSURE THAT FIBER -OPTIC ifIA HED DARK OAK F2 -DO PREFINISI-IED TRIM OVER F5 -DO PLINTH BARS AND CABLES ARE NOT BENT, CRIMPED, CUT OR OTHERWISE DAMAGED DURING INSTALLATION OF CABINETS PLAN DETAIL @ CASED OPENING SCALE: 6" = 1' -0' J SECTION @ CABINET BASE SCALE:: 3" = 1' -0" DSGNR: MS 1 / ..I 31/2" G.G. SHALL INSTALL ALL PREFABRICATED DRAWERS ON ASSEMBLED SLIDES AFTER I SCALE:AS NOTED F.D. DRAWER CABINET INSTALLATION NOTES PRE - CABINETRY INSTALLATION IS COMPLETE SCRIBE TO FIT I \ \, �I / NOT d � \ �` BUILT WIRE ENTIRE DRAWER CABINET ASSEMBLY SHALL BE SUPPLIED BY OWNER, ASSEMBLED ON SITE AND SET IN PLACE BY G.G. IN ACCORDANCE - ITH DRAWINGS. ON -SITE ASSEMBLY INCLUDES BUT 15 LIMITED TO: 1) SECUNTPRE - FABRATED SOFFIT FRAMES TO CEILING AND WALL ASSEMBLIES 2) SECURING THE CABINET FRAMES TO THE FLOOR AND THE CABI NET CAPS TO HE SOFFIT STRUCTURE ABOVE T 3) INTERLOCKING INTERMEDIATE STILES OF ADJACENT CABINETS ANOTHER 4) SCRIBING PRE - ASSEMBLED FACE FRAME TRIMS AT Al 5) INSTALLATION OF ALL OWNER SUPPLIED 'FILLER' PANELS AND TRIMS ADJACENT TO CASED OPENINGS 6) INSTALLATION OF ALL OWNER SUPPLIED TRIMS ABOVE CABINETS FILLER PANELS AND CASED OPENINGS 7) PROVIDING WALL OUTLETS FOR ALL OWNER SUPPLIED FIBER -OPTIC ) LIGHTING ILLUMINATORS (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION) AND PLUGGING IN ILLUMINATORS 8) PROVIDING VENTILATION OPENINGS IN ADJACENT WALL OR CEILING SURFACE AS REQUIRD TO DISSIPATE HEAT GENERATED BY ILLUMINATORS. COORDINATE LOCATIONS WITH OWNERS CONSTRUCTION MANAGER 9) INSTALLING PREFABRICATED DRAWERS AND OWNER SUPPLIED HARDWARE AS REQUIRED � p I /\ -IN FIBER -OPTIC CHASE PRE - ASSEMBLED RETURNS ON = ' W I3flSSi r II AL _'_ ' PREFABRICATED DRAWER CABINET �r �.� L 6729 ' ARC. S, TL �_.• °" :' ` .a. r Y 5/8" GYP. BD. OVER METAL STUD WALL FRAMING ////, .. �� , // I C — PREFABRICATED DRAWER CABINET "� 15/16 " PRE - ASSEMBLED FACEFRAME ON PREFABRICATED DRAWER CABINET 1/4" SHALL INTERLOCK FAGS PRE- ASSEMBLED FACE FRAME � . \\\\\\\ ` 'FILLER PANEL' SUPPLIED ON CORNER UNITS- TO SCRIBE 1 0 . G.C. ONE FILLER PANEL AS REQUIRED I/4 " " W I CO ' TO MEET FIELD CONDITIONS DRAWER / 15/16 G.C. " 1/8 REF. FRAMES OF ADJACENT UNITS AS SHOWN END OF CABINETRY UNIT �C I i>•< � I _ PREFABRICATED CABINET RIGHT END OF CABINETRY UNIT OF ABFC50017 V-7 3/4" °- ~ P. / / SHEET PREFABRICATED LIBRARY CABINET SECTION ' = ILO' SCALE: 1 1/2 I Q K PLAN DETAIL @ INSIDE CORNERS SCALE: 4:" = 1' -O" L q PLAN DETAIL @ INTERMEDIATE STILE SCALE: 6" = 1'-0' >ic A . L I C CEPT 5 I •10. :. • . -. .: ... - • ..... • - .- i. .. z -., ..... _ ._., ._. _. -- _ .. _: :n n ..- .......... .._ .,__._ ._ _ _ - - Y .: K PREFABRICATED DRAWER CABINET PREFABRICATED CABINET L DRAWER PREFABRICATED CABINET DRAWER OPP. K I I I I I I I I I I I I I � �' PREFINISHED DARK OAK WOOD CROWN AND FRIEZE TRIMS 1 G.G. SHALL INSTALL ALL PREFABRICATED DRAWERS ON PRE - ASSEMBLED SLIDES AFTER CABINETRY INSTALLATION IS COMPLETE ® • 1 II 1 F i— I II I I I ,- --- 1 ■ I I L� 1 I I r 10. - 10. - • 10. - • 10. - . J 2 " / 211 J 2' -1 5/8" 2' -1 5/8" r. r gig /9 l -,Z C _- _ - = : • 10. / 2' -1 5/8" II I _ _��I — I f d 1 II ( h � d J EQ LOCATIONS DRAWER CABINET LAYOUT 15 FOR REFERENCE ONLY- SEE CONSTRUCTION PLAN FOR ACTUAL OF CABINETS AND CASED OPENINGS / / EQ J _ "' I 1 it j1 d 1 ..."...1 1 L i V I II 1 , II 1 1 II 1 d d �I 1 r �= I ai I ) II I I ® h I I ' �� L � 1 PREASSEMBLED MIRROR ENDPANEL PREFABRICATED DRAWER CABINET PREFABRICATED DRAWER CABINET �� WITH PRE - INSTALLED FIBER -OPTIC B WITH PRE-INSTALLED FIBER -OPTIC LIGHT FIXTURES. GC TO INSTALL IN ACCORDANCE WITH SHOP DRAWINGS 10.7 LIGHT FIXTURES. GC TO INSTALL IN ACCORDANCE WITH SHOP DRAWINGS OPP. I 1 I I I I 1 II d I L� 1 1 = I 1 1 - G.G. TO INSTALL PREFABRICATED DRAWER CABINET WITH PRE - INSTALLED FIBER -OPTIC LIGHT FIXTURES IN ACCORDANCE WITH PROVIDED - - ,,,_ - - I I ® ® I I r==i 1 I G G 10, 10. I _= II I II I T g SHOP DRAWINGS I 1 d L�_ I I I 1 II 1 I i I H - F PREA5$EMSLED MIRROR END PANEL PREASSEMBLED MIRROR END PANEL a7 — PREFINISHED DARK OAK CASING 5/8" G.W.B. ON METAL STUD FRAMING A PREFABRICATED LIBRARY CABINET PLAN DETAILS SCALE: 1 1/2' .. 1' -0' B PREFABRICATED LIBRARY CABINET ELEVATION SCALE: 3/4 - 1-0' s REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE 5/8" PAINTED GYP. BD. CEILING 3/4" VOID CABINETS CONTINUOUSLY ABOVE yli. 1 Li-) , ��� T25 - PREFINISHED DARK OAK TRIM PROVIDED LONG FOR FIELD CUT T36 -DO PREFINISHED DARK OAK TRIM -r 1 ~ \ Q PROVIDED LONG BY FOR FIELD CUT :SNOISIA3a I Q 11 -21 -07 T3 -DO PREFINISHED DARK OAK TRIM PROVIDED LONG FOR FIELD CUT T33 - DO PREF DARK OAK TRIM ON I CU PROVIDED LONG FOR F ELD CUT 1 ( y1 � ?+r' G.C. TO SECURELY ATTACH PREFABRICATED SOFFIT FRAMING TO CEILING AND ADJACENT WALL - - I ■ I 5/8" a/8 G.W.B. CEILING I ISSUE DATE: PERMIT DATE: 9/76/071 LANDLORD DATE: 9H4/07I I BID DATE: 9/16/071 I MASTERS 7 -27 -2007 I PREFINISHED TRIMS AND PANEL I E ASSEMBLY r � i r' _ - G.C. TO INSTALL PREFABRICATED SOFFIT FRAME IN ACCORDANCE WITH SHOP DRAWINGS I • << . ® OPEN SCALE: 3' - I' - E SECTION 0 CABINET CROWN SCALE: 3' * 1' -0' 1 OPEN TBD I I REVIEWED CODE COMPLIANCE APPROVED DEC 2 8 21;07 City Of Tukwila �� BUI DIN DIVISION. RECEIVED CITY OF TUKVVILA F _ — I CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :)IHO I PREFABRICATED DRAWER CABINET I D INSTALLED IN ACCORDANCE WITH -10.7 CONSTRUCTION DOCUMENTS AND SHOP DRAWINGS r ' - : = - = ] :. '.Sl 1 sn .....r ,.b +.V' .11 � 1 4 ... d.i �. • r r: r i +•,. .'r.' k.,.. ......n ., . e. � +.'�s� , 7r.:.i ss ...5•. .,'•rf •r .'i,LJ. a. <..� .�n:•:+ . .. "A °.� �. " +.�.�. ,..+. r. .•+ ..it � .'C !`. s..: +.. r,: �r . �.. � .J FIBER -OPTIC LIGHT ILLUMINATOR G.G. PLUG IN ALL UNITS DURING INSTALLATION WALL OUTLET AT EACH CABINET AS DRAWN: I4NM //:;/ r REQUIRED FOR FIBER OPTIC ILLUMINATOR I daM 13 PRE - ASSEMBLED FIBER OPTIC LIGHT BARS ABOVE EACI -I DRAWER- G.C. SHALL EXERCISE EXTREME CAUTION DURING ASSEMBLY TO ENSURE THAT FIBER -OPTIC BARS AND CABLES ARE NOT BENT, CRIMPED, CUT OR OTHERWISE DAMAGED DURING INSTALLATION OF CABINETS CI ixl T G OPEN TBO H OPEN 118D j OPEN TBD d SCALE:As Nara DSGNR: GIs — Ac cNi.....\) OA T _ — G.G. SHALL INSTALL ALL PREFABRICATED DRAWERS ON PRE - ASSEMBLED SLIDES AFTER CABINETRY INSTALLATION IS COMPLETE DRAWER CABINET INSTALLATION' NOTES anssi - ENTIRE DRAWER CABINET ASSEMBLY SHALL BE SUPPLIED BY OWNER, ASSEMBLED ON SITE AND SET IN PLACE BY G.C. IN ACCORDANCE OWNER PROVIDED SHOP DRAWINGS. ON -SITE ASSEMBLY INCLUDES BUT IS NOT LIMITED TO: 1) SECURING THE PRE - FABRICATED SOFFIT FRAMES TO THE ADJACENT CEILING AND WALL ASSEMBLIES 2) SECURING THE CABINET FRAMES TO THE FLOOR AND THE CABINET CAPS TO THE SOFFIT STRUCTURE ABOVE 3) INTERLOCKING INTERMEDIATE STILES OF ADJACENT CABINETS S I O ONE ANOTHER 4) SCRIBING PRE - ASSEMBLED FACE FRAME TRIMS AT ALL INSIDE CORNERS 5) INSTALLATION OF ALL OWNER SUPPLIED 'FILLER' PANELS AND TRIMS ADJACENT TO CASED OPENINGS 6) INSTALLATION OF ALL OWNER SUPPLIED TRIMS ABOVE PANELS AND CASED OPENINGS 7) WA OUTLETS FOR OWN SUPPLIED LL LL ER LIGHTING ILLUMINATORS (SEE ELECTRICAL DRAWING FOR ADDITIONAL INFORMATION) AND PLUGGING IN ILLUMINATORS 6) PROVIDING VENTILATION OPENINGS IN ADJACENT WALL SURFACE AS REQUIRD TO DISSIPATE HEAT GENERATED ILLUMINATORS. COORDINATE LOCATIONS WITH OWNER'S CONSTRUCTION MANAGER q) INSTALLING PREFABRICATED DRAWERS AND OWNER SUPPLIED MERHCANDISING HARDWARE AS REQUIRED ` 5/8" GYP. BID. OVER METAL STUD WALL FRAMING .-.11 �� 672Q REGISTERED ARCHITECT C silt .er K. Coersehlag • : ' E� W J _ 10 - - — — — A B F C 50 O 17 w 111.1 _ _ _ 11_7 3/411 SHEET X _ G PREFABRICATED LIBRARY CABINET SECTION K O Teo , L OPEN I \,....„.....}, A 10.7 L I G 13 ANGLE CLIP 3/4" X 1 1/2" X 1 1/2" ANGLE ONE SIDE MORITISED INTO 'INTERIOR SIDE' FRAME AND OTHER SIDE MORTISED INTO BOTTOM OF SIDELITE AND FRAME FOR FLOOR ATTACHMENT [CEPT 5 10.6 A10.8 $ 11' -1" A.F.F. .„ x ;` 11' -1" A.F.F. sY. �� 5/8 GYP. BD. CEILING ON METAL `I� 11 L 2 ■ E �� 518 GYP. D. CEILING ON ,ti- 14 , E . II J I V . \ _ I I ` � I 1 IL REVISION I 10 6 , 10 6 5/8" G.W.B. ON METAL STUDS I I ` / 1 I / _________ ` 1/ I \ L.-----1/ \ 1.---- I / 1 \ \ / /� 0 �� \ I V f \ �\ `\ x _ „_ / / 0 \ VI \ \ \ \ \ \ \ / x / ` / / C of �\ \\ FRAMING PREFINISHED CERUSED METAL FRAMING PREFINISHED CERUSED SHIM SPACE 1-IINGE —j /,�� r LOOSE STOP OAK CROWN 4 7/8 M -1 OAK CROWN . ,-4 7/8 " G LAZIN� , 1 ` "� ` `� - n w 5/8 G.W.B ON 3 5/8" n 5/8 G.W.B ON 3 5/8" DOOR FRAME A 1.I ' 1 , FRENCH DOOR ` �f '�I�1• j' 1 �,�'� LOOSE STOP METAL STUDS AT 1(0" O.G. F2 -CO PREFINISNED illii 0.4D 8' -6" A.F.F. METAL STUDS AT 16" O.G. F2 -CO PREFINISHED \ \ / / / / \ \ \ \ \ \ / / / / ■7 / / / 0 / / _ \ \ \ \ SIDE LITE FRAME � CERUSED OAK CASING CERUSED OAK CASING 8' -6" A.F.F. — — — S' -2 3/4" A.F.F. � " 8 -2 3/4" A.F.F. , 'EXTERIOR SIDE' � 1p ii � � f ! P -I R.D FACE OF FRENCH DOOR- DOOR TO BE FIXED IN �,�. I k : j 9 4D ®DQQR TO SIDELITE DETAIL 0 SIDELITE JAMB TO WALL I -CO A m 5/8" BD. • 5/8" GYP. D. CEILING ON METAL FRAMING F2 PREFINISI-IED CERUSED OAK CASING \` / \ /' \ \ / \` / \ /' ..0.c. \ \ / // \ / / ' - \ - \ \ / GYP. CEILING ON METAL FRAMING ® DETAIL SCALE: 3' = I' - 0' F2 -CO PREFINISNED CERUSED OAK CASING FACE OF SIDE LITE LINE OF F2 —GO - T FRENCH DOOR SIDE LITE ASSEMBLY INSTRUCTIONS THE OPEN POSITION LINE OF F2 -CO CASING BEYOND \` // \ X / " \` // \ / X 0 // \ X CASING BEYOND cv cD _� d0 '- u�i S I- a 1 . INSTALL AT rr�� L. 4 INSTALL 5. G. ALL BOTTOM I NST A L L S INSTALL DOOR PLINTHS INSTALL DOOR INSTALL DOORS SIDELITE OF FRAME I D E L I� FRAMES- SCREN MET TO FLOOR c c I T E S INTO SID-LIT L E FRAMES FRAMES AND CASINGS STOPS INTO FRAMES INCLUDING PA AL CLIP I r f 1 SIDE LITE INSTALLATI INSTALLATION SIDE LITE INSTALLATI SIDE LITE SIDE LITE BRACKETS FRENCH BRACKETS FRENCH DOOR DOOR BRACKET'S FRENCH DOOR ' EXTERIOR' / ELEVATION / : / / A ELEVATION- LIBRARY FRENCH DOOR SIDE LITE ASSEMBLY SCALE: 3/4' = 1' -0 REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE 3/4" 1' -5 7/8" 1 1/2" 3' -6" 1 1/2" C 'INTERIOR SIDE' 1' - 7/8" 1 1/2" 3' -6" 1 1/2 1' -5 7/8" 1 I/2" 1-I B A10.8 1' -5 A10.8 7/8" r -1 1/2" 3' 6" A10.8 1 1/2 " w \ \ REVISIONS: I ,L*. 11 -21 -07 1 ;' Igrz �. BEN to — SECTION- FRENCH DOOR SCALE: 1 1 SECTION- SIDE LITE SCALE: 1 = 1-0 INSTALLATION INSTRUCTIONS . y li CA ' � '' i '-� " ' ' "' - - i ' il w i - . �. 1' -8 1/8" G 3' - 7 1/2" s'-7 1' -7 3/8" 3' -7 1/2" J 1' -8 1/8" / 1' - 3/8 1/2" D -2 8' -9 1/4" ROUGH OPENING TO CENTER 8' - 1/4" CENTER D -1 AI0.8 TO ROUGH OPENING AI0.8 III 11IJ 1 SIDE LITE GLAZED PANEL FRENCI -I DOORS LOOSE STOP 17' -6 1/2" ROUGH OPENING E TO ROUGH OPENING ISSUE DATE: PERMIT DATE: 9/75/071 I LANDLORD DATE: 9h4/07I BID DATE: 9/75/071 MASTERS 7 -27 -2007 I A / REFER TO DETAIL E/10.6 FOR INSTALLATION SEQUENCE ANGLE CLIP MORTISED INTO BOTTOM OF LOOSE 10.5 'EXTERIOR SIDE' FRAME 'INTERIOR SIDE' 'INTERIOR SIDE' 'INTERIOR SIDE' F PLAN;LIBRARY FRENCH DOOR SIDE LITE ASSEMBLY SCALE: 3/4 = — 0° - - I II ill r ill k O I p r ' i O 0 \ CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY I SEATTLE, WA 98188 I xxc :NH0 II tI 1 .... 'EXTERIOR SIDE' SIDE LITE FRAME / 'EXTERIOR SIDE' FRENG1 -I DOOR FRAME 'EXTERIOR SIDE' SIDE LITE FRAME AT NALL IIl - I , C B DRAWN: 11NM // // 10.8 10.8 G PARTS NTS u f L—� \\ I u 0 / 0 � /, / IV A SCALE: \\ \ I I I I / /\ \ I // / \\ � / R /SI daPA :waij RECEIVED CITY OF TUKWILA 0 X -_.— - -- X \ , DSGNR: MB D b---7 ....... 55/ REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 8 \ < \�/ [1 X / \ \ / / \ / I SCALE:AS NOTED city Of Tukwila BUILDING DrosioA X /, \ \ X I /, \\ 0 /, \ /l \` 729 REGISTERED 1",1;1 t,1 $stop Doers1gag ION � giA7' rf .: I f I / \ INSTALLATION \ SIDE LITE ` INSTALLATION SIDE LITE INSTALLATION SIDE LITE BRACKETS FRENCH DOOR SIDE LITE BRACKETS FRENCH DOOR BRACKETS FRENCH DOOR / ' INTERIOR' ELEVATION / / / / / / , ABFC50017 SHEET A1O.8 H ELEVATION- LIBRARY FRENCH DOOR SIDE LITE ASSEMBLY SALE: 3/4 = 1' -0" 9' -4 1/2" (FINISHED FLOOR AT LANDING TO FACE OF GYP. BD.) 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING AS REQUIRED 1/2" THICK x 5" WIDE DARK OAK TONGUE AND GROOVE WOOD PLANKS F4 -DO PREFINI51 -IED DARK OAK PLINTH 3/4" HARDWOOD LANDING OVER 3/4" FRT PLYWOOD 1' -4" T .O. KNEEWALL (FROM EXIST. SLAB) 9/16" METAL DECK OVER METAL STUD FRAMING KNEE WALL ASSEMBLY SHOWN FOR GRAPHI PURPOSES ONLY- REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZES AND LOCATIONS OF ALL RAI5ED FLOOR STRUCTURAL MEMBERS *NOTE; INSTALL A CONTINUOUS LAYER OF 5/8" GYP. BD. ON THE FACE OF THE PLATFORM TO CREATE A FIRE SEPARATION AT THE PREFABRICATED STAIRCASE HATCHED AREA REPRESENTS INDIVIDUAL PREFABRICATED TREAD PLATFORM FRAMES SECURED TO PLYWOOD SUBFLOOR, ADJACENT WALLS, PLATFORMS AND FRAMES AS REQUIRED STAIR *1 SECTION /ELEVATION SCALE- 3" = 1 1 Y I 3)33331)))))))33) ?)))))) 733) ))),))))33 113)))))))) 33) 7)))))))3) 33))))))333)7►)3)))))33)))3)))) 33333)3))))))) }33))3))) 3333333)))))))3? 333)))) )3)3))3))))))))3333) ?)))))333)7 1)))3) )3))))))))7333 3)))) 1 # a 111/1111∎l1101111 11 -= 7111 1 Y I111I l•II T811111IIIILIWEI- ti��`� 1' /111NN1111��F�t`11 111111MIAr 1 101h ,Ti/11I1 We! =�� ∎�` IMIIWatl r " 11111 MIL � 8" WIDE TONGUE AND GROOVE WOOD PLANKS OVER 5/8" GYP. BOARD ON SUSPENDED METAL FAMING T13 -DO PREFINISHED DARK OAK PERIMETER TRIM- SEE DETAILS ON SHEET Al2.2 F1 -PP PRIMED CASING TRIM - SEE DETAILS ON SHEET Al2.1 7' -9 1/4" A.F.F. (TO FACE OF GYP. BD. FROM FINISHED FLOOR AT LANDING PREF I NI SI-IED DARK OAK 1- IANDRAIL (SHOWN ELONGATED FOR CLARITY, ACTUAL LAYOUT FOLLOWS RADIUS) ........ ........ ..... 1/4" x 3/4" METAL 'BRIDGING' AT ALL HANDRAIL TRANSITIONS HATCHED AREA REPRESENTS CONTINUOUS 18 GA. METAL IN -WALL BLOCKING ........ ....... (TYP. OF 3) TNI5 LOCATION • PREFINISHED HARDWOOD NOSING AND RISER PREFINISHED HARDWOOD TREAD /NOSING SECURED TO PREFABRICATED STAIR FRAME (TYP. OF 2 EACH SIDE OF STAIR) T13 DARK OAK PERIMETER TRIM- SEE DETAILS ON SHEET Al2.2 5/16' r 4 /16" 4 1/8" co 1- 0 N ui I sai1L 11/I11I(IL "11i11Ntltl! Q I LiaLu zof J/Jr A( 12' -6" A.F.F. (TO FACE OF PLANKS AT TOP OF BARREL VAULT) (2) LAYERS OF 5 3/6" X 5/8" ROUGH SAWN PLANKS OVER 4" x 3/4" TAG WOOD PLANKS OVER 1/2" PLYWOOD OVER 1/2" GYP. BD. OVER 3/4" 1 CHANNELS AT 16" O.G. SECURED TO 11/2" BLACK IRON FRAMING CHANNELS AT 48" O.G. SF -4 WALLCOVERING OVER 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING 9'--8 3/4" A.F.F. Ql!, (FINISHED FLOOR TO FACE OF GYP. BD. ) T33 PAINTED HARDWOOD TRIM BOARD NOTE STAIR #1 SHALL BE A PREMANUFACTURED KIT OF PARTS ASSEMBLED ON -SITE. UTILIZE TEMPLATE TO LOCATE AND INSTALL ADJACENT WALLS, PLATFORMS ETC. AND ENSURE A SMOOTH, TIGHT, AND EVEN FIT BETWEEN PREFABRICATED COMPONENTS AND ADJACENT ASSEMBLI E5. 1/4" x 3/4" METAL 'BRIDGING' AT ALL HANDRAIL TRANSITIONS 1 1/2" PAINTED HARDWOOD STRINGER 0 3/4" HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECKING ON 6" METAL JOIST FRAMING AT 16 "O.C. RECEIVED CITY OF TUKWILA NOV 2 8 ? FhhViif (ENTER I REVIEW J FU CODE COMPLIANCE DEC 2 2007 City Of Tukwila BUILDING DIVISION N CONCE REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE :SNOISIA3t1 I /\ BLDNG DEPT 11 -21 -07 I ISSUE DATE: PERMIT DATE: 9/15/071 I LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 I MASTERS 7-27-2007 ON KWAY I I xxx :NHD DRAWN: wNM TINIJ DSGNR: FAB I SCALE:As NOTED I . 6729 , REGISTERED ARCHITECT rte..,., 1-01; ASHIN ToN ABFC50017 SHEET A11.1 9' -4 1/2" (FINISHED FLOOR AT LANDING TO FACE OF GYP. BD.) 5/8" GYP. BOARD ON 3 5/8" METAL STUD FRAMING AS REQUIRED 1/2" THICK x 5" WIDE DARK OAK TONGUE AND GROOVE WOOD PLANKS F4 -DO PREFINI51 -IED DARK OAK PLINTH 3/4" HARDWOOD LANDING OVER 3/4" FRT PLYWOOD 1' -4" T .O. KNEEWALL (FROM EXIST. SLAB) 9/16" METAL DECK OVER METAL STUD FRAMING KNEE WALL ASSEMBLY SHOWN FOR GRAPHI PURPOSES ONLY- REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZES AND LOCATIONS OF ALL RAI5ED FLOOR STRUCTURAL MEMBERS *NOTE; INSTALL A CONTINUOUS LAYER OF 5/8" GYP. BD. ON THE FACE OF THE PLATFORM TO CREATE A FIRE SEPARATION AT THE PREFABRICATED STAIRCASE HATCHED AREA REPRESENTS INDIVIDUAL PREFABRICATED TREAD PLATFORM FRAMES SECURED TO PLYWOOD SUBFLOOR, ADJACENT WALLS, PLATFORMS AND FRAMES AS REQUIRED STAIR *1 SECTION /ELEVATION SCALE- 3" = 1 1 Y I 3)33331)))))))33) ?)))))) 733) ))),))))33 113)))))))) 33) 7)))))))3) 33))))))333)7►)3)))))33)))3)))) 33333)3))))))) }33))3))) 3333333)))))))3? 333)))) )3)3))3))))))))3333) ?)))))333)7 1)))3) )3))))))))7333 3)))) 1 # a 111/1111∎l1101111 11 -= 7111 1 Y I111I l•II T811111IIIILIWEI- ti��`� 1' /111NN1111��F�t`11 111111MIAr 1 101h ,Ti/11I1 We! =�� ∎�` IMIIWatl r " 11111 MIL � 8" WIDE TONGUE AND GROOVE WOOD PLANKS OVER 5/8" GYP. BOARD ON SUSPENDED METAL FAMING T13 -DO PREFINISHED DARK OAK PERIMETER TRIM- SEE DETAILS ON SHEET Al2.2 F1 -PP PRIMED CASING TRIM - SEE DETAILS ON SHEET Al2.1 7' -9 1/4" A.F.F. (TO FACE OF GYP. BD. FROM FINISHED FLOOR AT LANDING PREF I NI SI-IED DARK OAK 1- IANDRAIL (SHOWN ELONGATED FOR CLARITY, ACTUAL LAYOUT FOLLOWS RADIUS) ........ ........ ..... 1/4" x 3/4" METAL 'BRIDGING' AT ALL HANDRAIL TRANSITIONS HATCHED AREA REPRESENTS CONTINUOUS 18 GA. METAL IN -WALL BLOCKING ........ ....... (TYP. OF 3) TNI5 LOCATION • PREFINISHED HARDWOOD NOSING AND RISER PREFINISHED HARDWOOD TREAD /NOSING SECURED TO PREFABRICATED STAIR FRAME (TYP. OF 2 EACH SIDE OF STAIR) T13 DARK OAK PERIMETER TRIM- SEE DETAILS ON SHEET Al2.2 5/16' r 4 /16" 4 1/8" co 1- 0 N ui I sai1L 11/I11I(IL "11i11Ntltl! Q I LiaLu zof J/Jr A( 12' -6" A.F.F. (TO FACE OF PLANKS AT TOP OF BARREL VAULT) (2) LAYERS OF 5 3/6" X 5/8" ROUGH SAWN PLANKS OVER 4" x 3/4" TAG WOOD PLANKS OVER 1/2" PLYWOOD OVER 1/2" GYP. BD. OVER 3/4" 1 CHANNELS AT 16" O.G. SECURED TO 11/2" BLACK IRON FRAMING CHANNELS AT 48" O.G. SF -4 WALLCOVERING OVER 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING 9'--8 3/4" A.F.F. Ql!, (FINISHED FLOOR TO FACE OF GYP. BD. ) T33 PAINTED HARDWOOD TRIM BOARD NOTE STAIR #1 SHALL BE A PREMANUFACTURED KIT OF PARTS ASSEMBLED ON -SITE. UTILIZE TEMPLATE TO LOCATE AND INSTALL ADJACENT WALLS, PLATFORMS ETC. AND ENSURE A SMOOTH, TIGHT, AND EVEN FIT BETWEEN PREFABRICATED COMPONENTS AND ADJACENT ASSEMBLI E5. 1/4" x 3/4" METAL 'BRIDGING' AT ALL HANDRAIL TRANSITIONS 1 1/2" PAINTED HARDWOOD STRINGER 0 3/4" HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECKING ON 6" METAL JOIST FRAMING AT 16 "O.C. RECEIVED CITY OF TUKWILA NOV 2 8 ? FhhViif (ENTER I REVIEW J FU CODE COMPLIANCE DEC 2 2007 City Of Tukwila BUILDING DIVISION N 11' -1" A.F.F. A 5/8" PAINTED GYP. BD. ON SUSPENDED METAL FRAMING BUILT -UP OAK CROWN AND FRIEZE OVER 1/2" BLOCKING- SEE DETAIL D /Al2.1 q' -4 1/2" A.F.F. (FACE OF GYP. BD.) TO S @ T SUBSTRATE PLATFORM P WALLCOVERING (SF -4) ON 5/8" GYP. HOARD OVER 3 5/8" METAL ST DC F2 -CO PREFINISHED CERUSED OAK CASING F2 -CO PREFINISHED CERUSED OAK CASING VINYL WALLCOVER OVER 5/8" GYP. BD ON METAL STUD FRAMING 731 -PP PRIMED HARDWOOD TRIM BOARD CONTINUOUS I I /2" PRIMED WOOD STRINGER F5 -CO PREFINISHED CERUSED OAK WOOD PLINTH CARPET AND PAD OVER (1) LAYER OF 1/2" FRT PLYWOOD OVER (1) LAYER OF 3/4" FRT PLYWOOD 1' - 3/4" T .O. SUBFLOOR (FROM EXIST. SLAB) 1' -4" T.O. KNEENALL (FROM EXIST. SLAB) q/16" METAL DECK OVER METAL STUD FRAMING KNEE WALL ASSEMBLY SHOWN FOR GRAPHIC PURPOSES ONLY- REFER TO STRUCTURAL DRAWINGS FOR EXACT SIZES AND LOCATIONS OF ALL RAISED FLOOR STRUCTURAL MEMBERS SCALE: 3' : 1' -0" STAIR 412 SECTION /ELEVATION • C / " 8" DARK OAK PLANKS OVER 5/8" GYP. BOARD ON SUSPENDED METAL FRAMING T13 -DO DARK OAK TRIM BOARD WALLPAPER ON 5/8" GYP. BOARD OVER 3 5/8" METAL STUDS A.F.F. BTM OF GYP. BD. T31 -PP PRIMED HARDWOOD TRIM BOARD �������i���r�r���\ �����riri>t �rir���\ f�► ���r�����lrr��i�\ �����riii>t �r�r���\ ��a���rir���r��r���\ �����riri�>t r�r���\ � a���riii>.>t>. ir���\ ���- ��rrr�l> r�rrr�« \�zi��r�r�>t>tr�r���..�� ��` CARPET AND PAD OVER (1) LAYER OF 3/4" FRT PLYWOOD OVER (1) LAYER OF 1/2" FRT PLYWOOD (TOP OF STAIR ONLY) 1 • • • *NOTE: ALL INTERIOR STAIR ASSEMBLIES SHALL CONTAIN A CONTINUOUS LAYER OF 5/8" GYPSUM BOARD BETWEEN THE STRINGERS AT THE TOP AND BOTTOM OF THE RUN ...........••••..•• 1' -O" (TYP. OF 3) THIS LOCATION 1 1/4" TYP. 1 -1" 1/4" x 3/4" METAL 'BRIDGING' AT ALL HANDRAIL TRANSITIONS (SHOWN DASHED) HATCHED AREA REPRESENTS FRT IN -WALL BLOCKING r 1 /4" x 3/4" METAL 'BRIDGING' AT ALL HANDRAIL TRANSITIONS (SHOWN DASHED) -0" Jr CARPET AND PAD OVER 3/4" PLYWOOD 1/2" PLYWOOD RISER WITH CARPET FINISH (TYP. OF 2) T13 -DO PREFINISHED DARK OAK PERIMETER TRIM- SEE DETAILS ON SHEET Al2.2A SEE PLAN WALLCOVER ON 5/8" GYP. BOARD OVER 3 5/8" METAL STUDS DO 7- 38) IL- / // //// // /A NSI tO 12' -6" A.F.F. (TO FACE OF PLANKS AT TOP OF BARREL VAULT) (2) LAYERS OF 5 3/8" X 5/8" ROUGH SAWN PLANKS OVER 4" x 3/4" T*G WOOD PLANKS OVER 1/2" PLYWOOD OVER 1/2" GYP. BD. OVER 3/4" HAT CHANNELS AT 16" O.G. SECURED TO 1 1/2" BLACK IRON FRAMING CHANNELS AT 48" O.G. SF -4 WALLCOVER ING OVER 5/8" GYP. BD. OVER 3 5/8" METAL STUD FRAMING q' -8 3/4" A.F.F. (FACE OF GYP. BD. FROM FINISHED FLOOR) T33 PAINTED HARDWOOD TRIM BOARD VINYL WALLCOVER OVER 5/8" GYP. BD ON METAL STUD FRAMING G.C. TO PROVIDE BLOCKING IN -WALL BEHIND EACH HANDRAIL BRACKET (2) PIECE DARK OAK HANDRAIL MITERED ON SITE WITH 1/4" X 3/4" STEEL REINFORCING AT TRANSITIONS (SHOWN DASHED) 5/8" PAINTED GYP BOARD ON 3 5/8" METAL STUD FRAMING @ 16" O.C. CODE IToR DE COMPLIANCE APPROVED DEC 2 2007 City Of 11.11 a BUILDING DIVISION 1 I /2" PAINTED HARDWOOD BASE STRINGER 3/4" HARDWOOD FLOORING OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECKING ON 6" METAL JOIST FRAMING AT 16" CC RECEIVED CITY OF TUK \A'ILA NOV 2 8 L..;7 P�h�1'Jil UEN ER 0 W IH W cc Ci 0 z C7 W CG W W z 0 W Cn N 6729 SHEET >- a CC W le zQ v W 1 OD D CD 0 co � a to w a W W W LL J 0 I- 0W C] co PEG S EKED ARCHITECT A11.2 ABFC50017 STAIR *1 INSTALLATION NOTES STAIR #1 ASSEMBLY SHALL BE SUPPLIED BY OWNER, ASSEMBLED AND INSTALLED ON -SITE BY G.G. IN ACCORDANCE WITH OWNER PROVIDED SHOP DRAWINGS- ON -SITE ASSEMBLY /INSTALLATION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING- 1) G.C. SHALL UTILIZE OWNER SUPPLIED TEMPLATE TO LOCATE ALL WALL AND PLATFORM ASSEMBLIES ADJACENT TO THE STAIR ASSEMBLY 2) RECEIVING AND STORING ALL COMPONENTS OF THE STAIR /I- IANDRAIL ASSEMBLY 3) SECURING STRINGERS AND APPLIED WOOD TRIMS TO ADJACENT WALLS 4) SETTING TREAD FRAMES IN PLACE AND SECURING FRAMES TO EACH OTHER ` TO ADJACENT WALLS /STRINGERS AND TO 5UBFLOOR BELOW 5) SETTING CURVED KNEEWALL IN PLACE AND SECURING KNEEWALL TO SUBFLOOR AND ADJACENT TREAD FRAMES 6) SETTING CURVED HANDRAIL IN PLACE (THROUGH KNEEWALL) AND SECURING SPINDLES TO KNEEWALL AND SUBFLOOR AS INDICATED (SECURE WOOD WEDGES AND IRON SPINDLE BASES) 7) INSTALLATION OF FINISH MATERIALS, CAPS AND TRIMS ON FACE OF KNEEWALL 7) 8) SECURING WOOD TREADS TO TREAD FRAMES AND INSTALL CARPET RUNNERS q) SECURING WOOD CAPS ON HANDRAILS 3" DASHED LINE REPRESENTS EXTENT OF WAINSCOT CAP ABOVE LINE OF I 1/2" PAINTED WOOD ." ; = y :. = : ; : .= :: - "•..: _," ..:• ::_ I STRINGER BELOW - t_ " ir>tsi∎i ���7>•iirirtmF�� OF WOOD • :. - _ __ , . -- (TO FACE PLANKS FROM FLOOR / r � I (I) LAYER I /4" GYP. BD. OVER (I) i I I LAYER 3/8" GYP. BD. ON 3 5/8" I METAL STUD FRAMING @ 16" O.C. I I 8" W TONGUE AND GROOVE PLANKS OVER 5/8" GYP. BOARD ON SUSPENDED METAL FRAMING TI3 -DO WOOD TRIM - SEE DETAILS " oil ' � I I (I) LAYER �I /4 GYP. BD. OVER 5/8" I I LAYER 3/8' GYP- BD. ON 3 5/8' METAL STUD FRAMING @ I6" O.C. I ON SHEET Al2.2 T13-PP PRIMED WOOD TRIM MITERED AT CORNER 5' -2 1/2" _ � 701111 1" _ • . I/4" GYP BOARD ON O g/e METAL " G. STUD FRAMING T - -�cu - -- - -- ! 7 _ PREFABRICATED PREFABRICATED STAIR FRAMING I� � = I ■ m _ 1 - - - - AND WOOD TREAD (TYP. OF 3 A/ / // EACH SIDE) / / / // // 1 2/ N (44;. a v4" " ,�' PREFINISHED DARK OAK HANDRAIL \ . ER I I/2 PAINTED (ABOVE) INSTALLED OVER \ /I A -1 PLAN DETAIL @ LANDING CONTINUOUS IN -WALL BREAK METAL BLOCKING \ �O (AT WAINSCOT) \\ ' 'I LINES REPRESENT EXTENTS OF WOOD CAP ON \\ \I HAN ABOVE � S � ' \ 2' - I" T.O. BASE @ LANDII (I) LAYER I/4" GYP. BD. OVER (I) LAYER 3/8" GYP. BD. ON 3 5/8" / _ METAL STUD FRAMING @ 16" O.G. _ 1° NOTE: :::i::: � _ " (FROM EXIST. SLA - _ � / '' p �' I 1 // 8,, � STAIR FRAME HATCHED AREA G , \ 1 1 HANDRAIL, INSTALLED OVER • 1 1.3 1l� "_(1//1�1� � I % I _, � VI , ,, ` 2 / CONTINUOUS IN -WALL BREAK �� \ i METAL BLOCKING . ; � r A- I rf•A A ,A11.3 p 1 I U 3 -q 1/8 I II I II 3 -3 , 31_311 � 1/• II 3 1/8 rte, REP RESENTS PREFABRICATE =D STAIR FRAMING 3/4" FRT PLYWOOD OVER 1 9/16" '= . ) e • • I I � 1 7' -0 1/8" 7 -0 1/8" METAL DECKING ON G METAL JOIST FRAMING AT = ' A CURVED STAIRS ENLARGED PLAN AND DETAILS SCALE: 3/4' - 1' -0' ∎ ∎ ∎ ∎ ∎ ∎MI∎ WALL SECTION 0 STAIR #1 SCALE: 3' - 1 HI DARK OAK HANDRAIL ROUTED TO HOUSE 41. CONTINUOUS I /49H x 3/4 ° W STEEL TUBE j ' .z A / ; 7 ; (DASHED LINE)- REFER TO DETAIL C-4/All .4 AND TRIM PROFILES ON AI2.I FOR ADDITIONAL INFO � .. �.. � ASSEMBLY — " — '� - �1� \71 /ilinamttlr7an 6 ' -4" A.F.F. : : ..." _BM = (TO FACE OF 0 WOOD PLANKS) - 6" DARK OAK PLAN' OVER 5/8" GYP. BD SUSPENDED METAL WOOD 1 INSTALLATION G.C. SHALL UTILIZE OWNER TEMPLATE TO LOCATE A ASSEMBLIES AND SHALL BE RESPONSIBLE FOR ENSURING A SMOOTH, TIGHT, AND EVEN FIT BETWEEN PREFABRICATED LANDING AND ADJACENT WALLS/PLATFORM .. • ". T13-DO PERIMETER DE -TAILS ON SHEET AI2 .2A - - PAINTED WOOD RAIL WITH DARK OAK CAP, SECURE ASSEMBLY TO PREFABRICATED LANDING /FINISHED FLOOR AND =' ATTACH RAIL CAP ON SITE- SEE B /AI I.4 FOR ADDITIONAL INFO PAINED CAST IRON SPINDLE BASE " • - -- - , 5/8" GYP BOARD 01 3 5/8` METAL STUD FRAMING @ 16" 07 ""� KNEE WALL SHALL BE SUPPLIED BY OWNER; PRE - DRILLED FOR HANDRAILS INSTALLATION OF BY G.G. WOOD 3/4" DARK OAK PLANK FLOORING SUPPLIED, INSTALLED OVER PREFABRICATED LANDING ASSEMBLY 2' -0 13/16" T.O. BASE T48 -PP PRIMED HARDWOOD CAP; SECURED TO TOP OF KNEEWALL AND PRE - DRILLED TO RECEIVE RAILING SPINDLES. T7 PRIMED WOOD TRIM; CUT IN FIELD, ' x :• It LANDING (FROM EXIST. SL PREFABRICATED WOOD LANDING ASSEMBLY, SECURE=D TO PLYWOOD SUBFLOOR AND ADJACENT WALLS AND PLATFORM T7 -PP PRIMED WD. TRIM, SECURED TO FACE OF PREFABRICATED KNEEWALL -PP SECURE=D TO FACE OF PREFABRICATED KNEEWALL I 1/2" PAINTED WOOD CARPET AND PAD OVER 3/4 FRT PLYWOOD OVER 3 5/8" METAL STUD FRAMING @ E j ` _ ` -w / 1 � � Ai �� ► . I ( 1 _ _ ��� L _: ;.. � �l l�l llllJl»��aw .. : :�� � J� ������ .l�� l�ll lll�Il .�rrr�r��� � :_ s �'� r /� �I 1 ' i rd j4 5/8 GYP BOARD 0 METAL STUD FRAM TI5 PRIME7 WOOD TRIM GUT r ' " _ . . , � - , . � � � � r " , � f 7 0 r • r *dr - - - II r —PP IN FIELD SECURED TO FACE OF PREFABRICATED KNEEWALL u u A Ae , ZZ A AlrA PMDON 6 MIT APPROVED Die q 3 a 9 n ,,a .. -.`= : t MICA .# _- - • - -, Li L t, i �i ------_--- _------- _------- _.- ,-- ,-- __ -_�� /--- _- ___-------- _- _---- _- _ - -__ -- i L �i ! I_ ∎_ ∎_ ∎_'�I - /��.` +�. ���LDI� D � � ti _. RECEIVED CITY OF TUKWILA NOv 2 8 2CJ7 '- Pi= .".. T (;�:��TE}� — -. KNEE WALL ASSEMBLY WITH 5/8 GYP. BD. FINISH- REFER TO STRUCTURAL - DRAWINGS FOR EXACT SIZES AND LOCATIONS OF ALL RAISED FLOOR STRUCTURAL MEMBERS A B F C 50017 Y , SHEET SECTION @ STAIR *1 LANDING SCALE: 3' - 1' -O' WALL SECTION 0 STAIR #2 SCALE: 3' - I'—O' A11.3 I CONCEPT 5 1-12 -CO PREFINISHED CERUSED I I/2" SQUARE WOOD PAINTED 1 -12 -00 PREFINI5HED CERUSED OAK TOP RAIL- SEE DETAIL A -1 .-.. GUARDRAIL MEMBER G- 5/A11.4 FOR ADDITIONAL 11. OAK TOP RAIL ROUTED TO " RECEIVE STEEL RAIL- SEE DETAIL G- 5/A11 AND TRIM ' / ' 0 INFO . 1 / II A -4 ( 5' -6 3/8" REF.) PROFILE ON SHEET Al2.1 FOR H2 CERUSED OAK 4' -1 1/4" -CO PREFINISI -4 P 0 52 9- 4 TAB (I/6" x 2 I/2" WELDED TO BAR STOCK W/ I-10LE $ CNTRSNK F / #10 F ATTACH TO WALL STUD FINISH MATERIAL ON ADJACENT ti A11 1/4" x 3/4" PAINTED EQ 4" 4" 4" 4" 2' -2 5/8" 4" 4" 4" 4" EQ / ADDITIONAL INFO ,' A TOP RAIL ROUTED TO RECEIVE I . STEEL RAIL- SEE DETAIL C- 5/A114 AND TRIM PROFILE ON . SH Al2.1 ADDITIONAL INFO SWEET Cl' EQ 4" 4" 2-2 5/8" 4" 4 " EQ fi \ STEEL RAIL RECESSED 4 INTO WOOD HANDRAIL / / / ' / / / / / / r / / / / / / . FOR FR DDT L F � 11t , ___ A -4 WALL SURFACE (V _ \ WELD 1/4" 3/4" STEEL I- . ,-� ' x RAIL TO 1/6" x 1/2" x 1/2 TABS SCREWED A11.4 I" x 1" SQUARE PAINTED WOOD N �-• _ PREFABRICATED STEEL _ o � r ' 1 nglS 4 -,Z TO METAL FRAMING BEYOND TYP. OF (2) COLLAR (TYP. OF 3 LOCATIONS ON EACH SPINDLE (TYP. U.N.D.) . ` _ DRILL * GNTRSNK F /##8 FH SCREW (IOTYP. 1 3/4" F /EA. END) , P r ` t - END OF RAIL) m Tx k _ ■ - 'd m I , / ATTACHMENT DETAIL � _ s I "' 1 1/2" x 1 1/2" SQUARE PAINTED WOOD RAIL (TYP. 2) :? 1 /2 "x 1 1/2" PAINTED WOOD RAIL WITH PAINTED SPINDLE CAP - RBWAGNER/JGBRAUN #K1111 " (TYP. OF 2 LOCATIONS EACH ': �� GUARDRAIL) _ m m 3/4 � DRILL AND CNTRSNK F/ #8 SCREW (7 TYP.- 1 1/2" F /EA. END) (6 SPACES @ 7 1/2 ") . .. ... ''• I � 1" x 1" PAINTED WOOD SPINDLE (TYP.) 1" x 1" PAINTED WOOD SPINDLE (TY � m 1 1/2" x I 1/2" PAINTED WOOD RAIL WITH PAINTED SPINDLE x; CAP 8Y RBWAGNER/JGBRAUN (PART #K1100- MODIFIED) TYP. F 4 ATI O LOC ON 5 „ 1 SQUARE WOOD PAINTED GUARDRAIL MEMBER I I <r m PREFABRICATED STEEL BA (RBWAGNER� , J . _AL 7 ,1- COUNTERSINK F / #Ic F1-I SCREW TO =' .................. . ATTACH TO FLOOR ---.. T.O. FLOOR qr r` T T .O. FLOOR ELEVATION (PORCH) FINISH MATERIAL C A -5 USE LEAD EXPANSION PLUG IN STONE A -3 GUARDRAIL - ' FLOOR SURFACE (� A -5 NOTE; DRAWING INDICATES RAIL CONFIGURATION AT SECTION CUT ONLY SEE ELEVATIONS A -2 AND A- 3/All.5 FOR RAIL/SPINDLE LAYOUT AT OTHER LOCATIONS ALONG THE GUARDRAIL A -1 GUARDRAIL SECTION A -2 GUARDRAIL � All 4 TYR OF (2) ELEVATION (INTERIOR) A11.4 A -5 GUARDRAIL FLOOR TYP OF (2) ATTACHMENT DETAIL ® / I GUARDRAIL DETAILS SCALE: 1 1/2" - 1' -0' 9 l I \\ �' \\ \\ \ ` ' 1 - itir _ �� TYP. 1" x 1" PAINTED WOOD SPINDLE SHOWN �' \ FOR DESIGN INTENT ONLY- FABRICATOR TO \ PROVIDE SHOP DRAWINGS SHOWING ACTUAL LOCATIONS AND ENSURE NO GAPS IN CNTRSNK HOLE EVERY 2ND (F /#6 SCREW) � �f 4 REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE PAINTED CAST IRON /r RBNAGNER/JGBRAUN PART #K1111 (T7 OF 4 AT ■ I I ►� III — RAILING PATTERN EQUAL TO OR GREATER = u► -_�I ' - - ►R � C,4 - CI �i g - CUT AND � FORM LH AS SI -TOWN - I - - 1 1 PAINTED ,_.4 WOOD SPINDLES \tit - = THAN A 4" DIA. __ -- — — — r `, �� PREFINISHED DARK OAK TOP RAIL '= , [ u u RA S /SPINDLES SHOWN FOR DESIGN INTENT ONLY- FABRICATOR TO PROVIDE SHOP DRAWINGS SHOWING ACTUAL LOCATIONS AND ENSURE NO GAPS IN RAILING PATTERN EQUAL TO OR GREATER TI-IAN A 4" DIA. - DRILL $ I; V UPRIGHT ( \ ' '� i '`-I ROUTED TO RECEIVE WOOD RAIL- SEE TRIM PROFILE Hl /Al2.2A FOR HATCHED POSTS GO TO FLOOR MTG. ADDITIONAL INFO B -4 END SPINDLE DETAIL ' - "' � � '=' �- _ 3 5 /8" - - Ail PAINTED CAST IRON SPINDLE BASE- �� �_ RBWAGNER /JGBRAUN PART #K1111 SCALE: 1 1 01 � / / / NN \ � �I ' - - / / VIEW) 1/4" B -2 CURVED HANDRAIL PLAN (STRETCH SCALE: l - V-00 I REVISIONS: BLDNG DEPT 11-21-07 I \ � � \\ PREFINISPED DART AIL ROUTED TO CONTINUOUS e 3/4 W STEEL TUBE NE) - PPEREOFI E S Ai2.1 FOR ADDITIONAL INFO // / \\ PREFINISHED DARK OAK TOP RAIL 3 /4 "W STEEL UBE (DASHED L NE)- SEE DETAIL C-- 4/A11 AND TRIM - - - PROFILES ON Al2.1 FOR ADDITIONAL INFO J'. . - r te - ri-) — I I iii � � A A � OPP. °� i , - • / � - -- r ° - - I I I r , � - .�.. LINE OF PREFABRICATED WOOD .. --� r . -- TOP GAP 13 11. y p (4) T 1 1- OF PREFABRATED STAIR ,, " ..... I i r . = ° i ISSUE DATE: PERMIT DATE: 9/75/071 I LANDLORD DATE: 9/14/OJ BID DATE: 9H6/07I I MASTERS 7 -27 -2007 1 _ I T = II TYP. OF (4) C LANDING TYP. 1" x 1" PAINTED WOOD RAILS /SPINDLES SI-101AIN FOR DESIGN INTENT ONLY- FABRICATOR PROVIDE SHOP DRAWINGS ACTUAL LOCATIONS AND ENSURE NO � PATTERN EQUAL II TO OR GREATER A -5 e� �„ # "3 \ I■iI • I I . • I� i �� �. g r 4 *� TOFINISED J��! !�!l��� I!' /�l1�! l ...� / / . ! /ry� 4C 1�/!! J1 / l! /// !��!/ /!/�% ! /�JJ��! / /!! .1 �J " //l fl�C(�/�lXfYlllJll�l {;!��? 16�/ �///!! J." . J!%! /!! / / ! /�!/ ! ! !! ... /!ll �.'ll!!J/IJIlI ----- - �r ` b 4 7111!/!!!!ll 4V!/ r at / f _ ` ( r \ t � � i �_ r .. f� "� : 'r ` - r : 1 f i f � � / � i I II WALL ASSEMBLY A11.4 0 -� �, FRAMING /KNEE .� (SHOWN HATCHED) 11. ft � - '" CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 xxx :MHO r�l�rr - " � �!. 4 f / /ffI /ffll/Illflf/ /l /III�//If/f M / . f / / f�/f/t�0f // IIfII /. 9 / ,�. � __ . VC y c r ti.r �t A VAI' d % , Il � � �� - B -1 SECTION @ HANDRAIL SCALE: 3/4 x 1-0' -- T.O. EXISTING CONCRETE SLAB END ELEVATION _ 11_0n A1I INSTALL PREFABRICATED HANDRAIL SPINDLES KNEEWALL (4 1 L SHOWN) ED B -5 HANDRAIL SECURE SPINDLES TO ADJACENT WOOD SCALE: lA FRAMING MEMBERS 5 B -3 CURVED HANDRAIL ELEVATION (STRETCH VIEW) TYP. OF (4) SCALE: I' = 11 -0' EACH SIDE DRAWN:xxx STAIR #1 HANDRAIL DETAILS SALE: AS NOTED 1 3/16" 3 2 1/2" 2 1/4" 2 1/4" aaM :iNalj L DI ' .- � `k , ;, :.1i :;: REF. 1/16" 2 1/4" y . - -; 3 u / / 1/ ; 1/ M 1-DO PREFINISHED DARK OAK 7D TOP RAIL- SET= PROFILE ON SI AI2.I : 1 7/8' 1 2 1/4" " H2 - DO PREFI N!SHED DARK OAK / �,, � ► ; A ►, `: I I 1 -II -DO PREFINISHED DARK OAK WOOD TOP RAIL- SEE PROF! LE ON SH>=ET AI2.1 HI DO PREFINISHED DARK OAK WOOD DSGNR: MB / TOP RAIL- SEE PROFILE ON SHEET AI2.I 141-DO PREFINISHED DARK OAK WOOD � � TOP RAIL (SEE PROFILE ON SHEET Al2.1) ROUTED TO RECEIVE STEEL s r 1 , � ON TOP RAIL- SEE PROFILE A SHEET 2 — _ r- si \ - RAIL - � v ,,!! isomill It i _ _ iiiMill likcjio cx li f wtm 1 1{/ 1 rti I SCALE:As NOTED �I��i ry 1 1/2" � � 3/4 "W x I /4 "H RECESSED u u H x 3/ W STl<E 51 =CURED TO I/4 METAL L FR L A EVIEWri FOR I�mi �� 1� "' ��� A STEEL RAIL 1 11/16" r� 3� SELF ALIGNING WALL II A 11/2 BRACKET, ULIUS BLUM #1343 / WITH 5ILV NICKEL FINISH 3'4u " SELF ALIGNING WALL BRACKET, 'JULIUS GLUM' #1343 -- • :_ _ - - : - : 1 :' " , � .- • " .. ' - -- � ' ■ ,� ' ► ' �� 1 I 1/2" x I 1/2" STRUCTURAL BEYOND WITH #IOFH SCR COMA SELF ALIGNING WALL 1 5/8 n WITH SILVER NICKEL FINISH PAINTED STEEL RAIL SPINDLES THROUGH 1/8" x 1/2" x I / " �"� TAB WELDED TO STEEL APPROVED ,; 0i DEC 2 R 2 '' I( 11/2 BRACKET, 'JULIUS BLUM' #1343 I � WITH WITH SILVER NICKEL FINISH 4" x 4" PAINTED HARDWOOD u I" INTERMEDIATE PAINTED I x I MOUNTING BACKER TO ALIGN 6729 R GIS F ED ARCHITECT r Hitigr 4" x 4" PAINTED HARDWOOD MOUNTING - 5/S" FRT PLYWOOD OVER STEEL RAIL SPINDLES I" x I" PAINTED STEEL WOOD OR METAL BLOCKING - RAIL (STOOP RAIL ONLY) SPINDLES G.C. TO TAPE, SPACKLE AND City � - Of Tukwila VV73d� SAND SEAMS AT GYP. BD. TO BUT DING DI V : c- _ ENSURE SMOOTH AND P T „� �; ' �, � ` CONTINUOUS SURFACE FOR WALLGOVER INSTALLATION a l:) 0 BACKER TO ALIGN RAIL ► / ► / THIN -BRICK (SF -2) WITH BOND AND SCRATCH GOATS, METAL LATH AND FELT OVER 1/2" FRT g cE , t4 5 /S" GYP. BD. 8 METAL FRAMING RECEIVED C -1 SECTION @ WALL C -2 SECTION @ WALL C -3 ELEVATION @ ALL C -4 SECTION @ SPINDLE C -5 SECTION @ SPINDLE CITY OF TU1twlrJe► ATTACHMENT (STOOP) ATTACHMENT WALL ATTACHMENTS CONNECTION ON HANDRAIL CONNECTION ON GUARDRAILS P o i1'delr ( ENTER °- (STAIR #1 AND STAIR #2) -- (PORCH AND STAIR #1) (PORCH & LIVING ROOM) ABFC50017 SHEET HANDRAIL AND DETAILS ,. SCALE: : 6' = 1'-0' . All . I 3 11/16° • CONCEPT 5 :•• . . • WOOFILE F N OD IISH KEY . XX -PP : PRE - PR TRIM P AINTED XX-CO : PREFINISHED CERUSED OAK TRIM XX-DO .: PREFINISHED DARK OAK TRIM � --------- 2 1/2" O // 1 . T18 -PP PRIMED WOOD TRIM :. • T25 -CO PREFINISHED CERUSED WOOD TRIM a ( ' / _ • . T16 CO PREFINED _, r , c' T36-00 PREFINISHED - CE T TB :::::: . . . WOO TRI Tll TRIM � Til -GO PEI=INISHED CERUSED WOOD TRIM CERUSED WOOD TRIM 2 1/2' i � / .. = . • - • " 1 -PP PRIMED WOOD TRIM f . •. Jf T60 PREFINISI4EP T13 -CO FREFINISHED CERUSED WOOD TRIM ♦ - -GO CERUSED WOOD TRIM 5 5/16' J, SUBSTRATE VARIES / : T20 -CO PREFINISHED CERUSED WOOD TRIM CROWN DETAIL SCALE: : 6' a 1' -0' .- CASHROOM CROWN DETAIL SCALE: 6' R 1'-0' � PORCH PILASTER DETAIL SCALE: 6' s I' -0' D SALES #12 CROWN DETAIL SCALE: 6' = 1' -0' • OPEN TBD / 5 1/2" ' s}n 5 1/2' 2 1/4' 1/4' 1 7/6" I /4" _ I•• i! H1-DO J 44 y "I � � y "I � � 1 /4 1/4" REVISION DIRECTIVE KEY B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.G.- GENERAL CONTRACTOR DIRECTIVE L.L. - LANDLORD DIRECTIVE _ --... \ \ \ \ / '4- m —� Tio 19 /L 1 ligt m r- o ga H1 (STAIR HANDRAILS) _ 2 1/4" AC cn Lo co to 1 /8Th co 10 L0 co 14 / 1 3/8" 1/8" r 1 1/4' 1 1/2" 1 3/4" 3/4" 1 /2 2 1 /$' = � 4 rn H2 -DC ♦ -� ♦ / ` / 3/4 a a 3 1/4" 1 3 /4 I, 3 3/4' 1 1/4" j, 2 3/4" F1 F 2 (CASING) _ (CASING) F1 PP F1 -DO Fl-CO F2 -PP F2-00 F 3 (STOREFRONT DOOR CASING) F3 -DO F3-PP F (PLINTH) F4 -PP F4 -DO F4 -CO / F 5 (PLINTH) F5 -PP F5 -CO 3/4" REVISIONS: I A BLDNG DEPT 11 -21 -07 I M Jr 1 3/4 " H 2 (LR OPENINGS & PORCH GUARDRAILS) ISSUE DATE: PERMIT DATE: 9/15/07I I LANDLORD DATE: 9/74/071 I BID DATE: 9/15/071 I MASTERS 7 -27 -2007 CASING AND PLINTH DETAILS SCALE: 1 Y I' -0' HANDRAIL /GUARDRAIL DETAILS SCALE: I' -0' : 1 Z.51 70 4 3/16" i 3 A 4" V- GROOVE CEILING WA' 3 11/16" 1/8 14, / / C ---- r f� �' - Ni _ +��� - % %��� T 22 TRIM @ VESTIBULE (DARK OAK) AND PORCH (P.P.) 5 3/16" CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 )0OC _ • , ..: - : : 0 721 4 41b __ - a 1/4 / ,x-3/16 / n Sa k m i 5" TONGUE & GROOVE CEILING @ PT -LR (DARK OAK) 5 I/4" + 'a r'' 'r �� 1 � WNM :NMddO 4- f CV : 5" TONGUE & GROOVE CEILING @ PT -S1 AND PT -S5 (DARK OAK) N 7.9 7 11/16" 4 1 /8" CY W 1 f :: NON aaM :1 n S / 4" 3/4n 3/4 - COMBUSTIBLE WOOD BLOCKING X / 't' i B1 -PP B1 -D0 3 3/8 B2 -PP B2-CO � u GAP AT � �• 7 1/4 i(jr 1/4" EACH PLANK ♦ pZ /l b uQ /S fi - • •• , IM I " 7 1/4" TONGUE & GROOVE WOOD PLANKS @ SALES #1 -4 a s _ ww• . T52 -PP PRIMED WOOD TRIM DSGNR: MB 7/16"-1N ` T5q -PP PRIMED WOOD TRIM 7 $/16" 7/16" = / 8" TONGUE & GROOVE WOOD PLANKS @ SALES #10, STAIR #1 AND #2 -: ' I;A/a" r . -7, 53( H BASE TRIM DETAIL SCALE: 6' .1' -0' J CEILING PROFILE DETAILS GALE: 6' ., I'-0' . .• _� TI5-PP PRIMED WOOD TRIM - DO I SCALE:As NOTED /6 CUT TO FIT T54 -PP PRIMED WOOD TRIM IE 7— 7 O.C. 2" MIN. .2 MIN. .2' MIN. INSTALLATION CRITERIA 1) INSTALL BATTENS ON BOTH SIDES OF ALL OUTSIDE CORNERS 2) MAINTAIN A MINIMUM OF 2" CLEAR AT ALL CABINET, DOOR, AND OPENING TRIMS 3) BATTENS TO BE INSTALLED AT 7' -q" O.C. UNLESS NOTED OTHERWISE 4) ALL BATTENS TO HE INSTALLED WITH A UNIhROM WIDTH OF 2 1/2 "- BATTENS SHALL NOT BE NOTCHED 5) BATTEN PATTERN MAY START OR TERMINATE INTO CORNER CONDITIONS 6 CONSULT WITH OWNERS CONSTRUCTION MANAGER TO RESOLVE ANY CONFLICTS WITH WALL DEVICES (OUTLETS, ACCES PANELS ETC.) OR ADJACENT TRIMS — - IA RA IA It RI E ti it al N d N R I q . i 6729 REGISTERED"' �' stops ASHI� cN �. _.. o : � I ' i CODE COMPLIANCE APPROVED _ — T10 -PP PRIMED WOOD TRIM WALL BATTEN (TYP.) N- DEC 2 2007 K -2 ♦ ♦ .•: - r" /4 n 12. GLUT~ ALL BATTENS TO GYP. BD. Cit Of Tukwila BUILDING , ,Pyrb,'f' -- / _ / NAIL BATTEN TO GYP. BD EVERY I2 a 2 3/8 " , : -:� =. , ::•`' AND PATCH 1 -TOLES .. • • RECEIVED CITY OF TUKWIL4 EQ- --EQ N i�U 2 8 2:1 , 1✓hIdsl r C ENT R CAULK ALL INSIDE ABFC 50017 CORNERS K -1 TYP. BATTEN LAYOUT ELEVATION K -2 BATTEN SECTION SCALE: 1/4' = 1 SCALE: 3' = I' -O' SHEET U WALL BATTEN INSTALLATION DETAILS AS NOTED • LIVING ROOM CROWN /FRIEZE SCALE 6' 0 1' -0' Al2.1 A N. m N T1 4 1 u T9 (FRONT PORCH TRIM) 1 5/16 T23 T29 1/2 1La° (STOOP CEILING TRIM) 1 1/2" , 3/4" 3/4" I 4" T9 -PP T16 (TYP. CROWN) 2 13/16 (2) PIECES LAMINATED T23 -CO (F.R. ALCOVE WALL) 4 1/16" T16 -CO N . m 1/2" 4 , 3 1/16" (KIOSK MID RAIL) 1/2" T1 -PP 2 1/2" T17 4 1/2" (STOOP TRIM) T2 (SALES 12 CROWN ASSEMBLY) (PORCH CEILING TRIM) N. N. T10 -PP (PORCH CEILING CENTER GRID TRIM) 3 1/2" 1' X24 T29 -CO T34 -CO (LR CLOSET TRIM) CO fn r T34 (PT -CW -SALES 12 SIDE) T35 2 7/16" T17 -PP T24 -PP I 3/4" It T35 -PP T30 -PP X25 T2 -PP Rimn T2 -CO T11 -CO 2 1/2" T11 -PP T18 1" (STOREFRONT PILASTER -CROWN ASSEMBLY) n U) (SALES 12 CROWN) T30 (SALES 1 -4 CABINET TRIM -TOP RAIL -V -1 (SALES 5 -9 CABINET TRIM -TOP RAIL -V -) It 5/8" - N. ftzt 'aa T18 -PP T25 -CO SIDE PROFILE OF T36 T3 -CO U) PLAN VIEW OF T36 T36 -CO NOTE: RADIUSED PIECES 1/8" T31 (STOOP RAIL) (SALES 1 -4 CEILING TRIM) 10 Un 5" iv T26 T12 -PP 3/4" (SALES 12 CROWN) T4 � (STAIR RISER COVE MOLD) T5 0 (SALES 1 -4 WALL BATTEN) T � � T � w L (SALES 1 -4 CABINET HEADER RETURN TRIM -H -) (CROWN ASSEMBLY) (RAIL & STILE) (SALES 9 CABINET HEADER REUTRN TRIM -H -) (STOREFRONT FASCIA TRIM) (STAIR #2 CEILING TRIM) 1 7/8" 3/4" q /16 l n 4 5/16" X 2 4 1/2" "I T19 -PP In \\N\\\M\ T19 (STOREFRONT PILASTER - CROWN ASSEMBLY) T 2 o I" 1 5/16" (CEILING BATTEN / VESTIBULE) 1" I 3/4" 5/$ I ) /41 :( T31 -PP I" T37 -PP T6 (SALES 1 -4 CEILING TRIM) (F.R. ALCOVE CROWN) (SALES 5 CEILING TRIM) 3/4" T5 -CO 4" . It 2 1/4" T26 -DO VARIES 1" T13 -DO T13 -PP T13 -CO N. T20 -CO I T32 -CO (SALES 12 CROWN ASSEMBLY) **REVISED ** T27 1" T32 (WEDGED- SHAPED GAP ON FR DOOR CASING) 2 1/2" (KIOSK TOP RAIL) T38 -CO 1 T6 -PP T14 -PP T14 (STOREFRONT TRIM ABOVE CROWN) (TRIM ABOVE DISPLAY DOORS) 1 1/8" I y 1 1/4" 2 1/16" 4 5/16" T 21 (STOREFRONT PILASTER - CROWN ASSEMBLY) 1 \\\\\\\\\\\\\\\ T33 N. m T (SALES 12 CROWN ASSEMBLY) T � � (STOREFRONT PILASTER -CROWN ASSEMBLY) T � � (CASHROOM CROWN ASSEMBLY) T 4 4X T7 -PP T7 (STAIR*1 TRIM) T27 -CO T21 -PP T39 -DO (LR CEILING) T28 5 1/2" 4 1/4" (TRIM ABOVE SALES 12 CABINETS) (STAIR #1 HEADER INTO VESTIBULE) (STAIR #2 HEADER INTO LR) T8 4 3/4" k "2° T22 (BASE TRIM) T8 -PP (LR WAINSCOT) T15 (TOP RAIL & STILE) (BOTTOM RAIL -LR. STAIR *1) (LIVING ROOM CROWN ASSEMBLY) T22 -CO T22 -PP T22 -DO 1 1/4" 2' 1 (KIOSK STILES /BOTTOM RAIL) RE FL CODE COMPLIANCE APPROVE DEC 2 Fj 200 City Of TukwHa BUILDIN DI V;s7 T33 -CO T33 -PP T15 -PP T15 -DO T15 -CO CITY OF RECEIVED NOV 2 8 20:J7 P�6 ��J11 r CENTER ER TRIM PROFILES SCALE: 1 O = 1 -0" 0 W I- ca W cc a 0 0) W cn J a H W aC I- z 0 J J ti w H 1- m Q` W a 4 CC WV I— CC v = W CO M CD Z I` W W W l i 0 J C? w O W co W O CO CD m 0 0 ABFC50017 SHEET Al2.2 � II T40 T47 T50 1 1/4" T55 (TRIM PIECE ON TOP OF COLUMN ON EACH SIDE) 6 1/4" \\\\\\\\\\N\\\\\\ T 4 4 (STOOP TRIM -TOP RAIL) (VERTICAL TRIM ON COFFERS) (TRIM ABOVE FRONT PORCH COLUMNS) 311 SIDE PROFILE OF T55 m T50 -PP (FRONT PORCH TRIM INBETWEEN COFFERS) T55 -PP NOTE: NOTCHED TRIM BOARD (LIVING ROOM CROWN ASSEMBLY) 1/2" 11 it 1 -0" • 7/8" PLAN VIEW OF T55 T44 -PP \\\W T51 (SALES #5 TRIM) 1/2" 1/2" 7/8" 6 5/8" 4 5/8" 1/2" 1/2" T45 7/8" (PORCH /STOOP PT HEADER PIECE) 1/2 T40 -PP T47 -PP 1/2" / T51 -PP (CENTER VERT. IN CABINET RUN-S1-S4) T41 (CENTER VERT. IN CABINET RUN-S5-S9) (CENTER VERT. IN CABINET RUN -CW) / / / / ■■■■ T 8 (STAIR #1 CAP) 1 -0 I /4" 6 3/4" 3 3/8 7 3/4" 2 3/4" 5/8" X52 1 3/4" X56 T56 -PP (LIVING ROOM CROWN ASSEMBLY) (LIVING ROOM CROWN ASSEMBLY) T48 -PP T52 -PP T41 -PP T41 -CO 1 1/2" T57 m T49 r °; 1 7/8" (RETURN TRIM FOR LIGHT - CABINETS 67 -54) T4 2 (RETURN TRIM FOR LIGHT - CABINETS S5-S9) (RETURN TRIM FOR LIGHT - CABINETS CW) T45 -PP T53 T57 -PP T53 -PP (LIVING ROOM CROWN ASSEMBLY) T42 -PP T42 -CO T46 (STOREFRONT WALL ABOVE OPENINGS) (LIVING ROOM CROWN ASSEMBLY) (STOOP TRIM -RAIL AND BASE) T58 11 3/4" T54 11/4" dr T43 8" T43 -PP (LR WAINSCOT CAP) T54 -PP (LIVING ROOM CROWN ASSEMBLY) 7 1/4" (STOOP TRIM W/ RAMP CONDITON) D()75./ T46 -PP T49 -PP E FA CODE COMPLIANCE APPROVED DEC 2 S 200 . 1 City Of Tukvvl3 L BUILDII` D rt11ON \\\\\\\%\\\\\%\1 T59 T59 -PP (LIVING ROOM CROWN DENTIL) NEW TRIM PROFILE VERIFY PER SHOP DRAWINGS FROM BOLLE T60 5 3/4" (SALES #12B CROWN) NEW TRIM PROFILE VERIFY PER SHOP DRAWINGS FROM BOLLE t T60 -CO m T58 -PP RECEIVED CITY OF TUKWILA NOV 2820 P�1 ��vei r clef`s i ER TRIM PROFILES SCALE: 1-0" 1 -0" z 0 U) w QZ w H 0 w real O p. CD CD 0 U) r a c W Z cc w a y W� CX 0 E w a CL Um/ w H z to 0w () CO CO 0 CM et K. Oce sthta Ar VASHINGTON _ABFC50017 SHEET Al2.3 m O CM EL IINATE TOP SHELF IF CODE REQUIRES ADDITIONAL Cl, ARANCE TO 7 STANDARDS OR OTHER 51-IELVING) TYPICAL. 0 ul } CM \ NON - SALES 7n ti NS -I VARIES FIN. CLG. n TYP. WALL STANDARD MOUNTING SECTION BRACKET AND I- IARDWARE 8I STORAGE BOX WALL MOUNTED STORAGE SHELVING (TYP OF 7) NON - SALES WALL MOUNTED STORAGE SHELVING BREAK SHELVING AROUND I -IARDI BIN AND / OR REFRIGERATOR -M AS REQUIRED; REFER TO CONST METAL WAINSCOT HARDWARE BIN MICRO 1 WAVE J I \\ I \ FRIDGE I / I I[ - - -J TYPIC (n cv 7n L REFRIGERATOR Et MICROWAVE STACKED. REFER TO PLAN FOR LOCATION VARIES $_ FIN. CLG. VARIES FIN. CLG. (TYP OF 4) cv TO PROCESSING DESK VARIES $_ FIN. CLG. ARE BIN, BAR CROWAVE COMBO UCTION PLAN 6" 2' -O" / 2'-O" 0 (N 0 TN \ \ 2 / L 2' -O" / TYPICAL STANDARD DIMENSIONS FOR STOCK ROOM SHELVING (TYP OF 3) NON - SALES 0 WALL MOUNTED HANGRODS VARIES FIN. CLG. PEG -BOARD TO ALIGN WITH TOP OF RACK u7 — INSTALL CROSS = n BRACING BOTH SIDES OF EACH :-- SECTION y TYP OF 3) In NON - SALES cv (0 70 VARIES FIN. CLG. HANG BARS ADJACENT TO DREAMSTEAMER PEG -BOARD CUT TO FIT AND BOLTED TO FRAMES (ONE ON EACH SIDE OF SECTION) - BOTH ENDS OF RACK CUT -OUTS FOR PUSH TYPICAL ROLLING RACK/ PULL ACCESS PEG BOARD DETAIL BOLT TOP AND BOTTOM OF CUT -OUT HANDLES in \ MOP SINK CUT TO LENGTH ,1 In \ MOP SINK CLOSET SHELVING z E N EMPLOYEE LOCKERS MOP RACK LINE OF FRP BEYOND VARIES FIN. CLG. EMPLOYEE LOCKER UNITS 1 ( (TYP OF 4) CUT TO LENGTH O_ MOP SINK CLOSET SHELVING FRP PANEL MOP RACK p ova I MOP SINK \ \ MOP SINK CLOSET SHELVING NON -SALES SHELVING AND HANGBAR CODED NOTES I 1x4 GRADE "A" WOOD FURRING INSTALLED CONTINUOUSLY BEHIND ALL WALL STANDARDS, REFER TO SHELVING SECTION DETAILS. 2 S' LONG HEAVY DUTY WALL STANDARD WITH I" SLOTS, 2" O.C., 2 CUT TO LENGTH AS NOTED. Q 16" DEEP x 96" LONG WHITE PRE - FINISHED SHELF. 6- 14" HEAVY DUTY SHELF BRACKET WITH TWO(2) SHELF CLIPS AND TWO(2) SHELF CLIP SCREWS PER CLIP S HANGROD BRACKET WITH SADDLE END, I- IANGROD, AND END 5 CAPS. GENERAL NOTES I. PROVIDE ALL Ix4 GRADE 'A' WOOD FURRING AND ALL INSTALLATION SCREWS AND FASTENERS REQUIRED TO COMPLETE THE TOTAL INSTALLATION OF WALL STANDARDS, BRACKETS, BRACKET CLIPS WITH SCREWS, HANGBARS, HANGBAR END -CAPS, HANGBAR ADAPTER BRACKETS, PRE - FINISHED WOOD SHELVING AND BENCH -TOP. 2. ALL EXPOSED EDGES OF WHITE PRE - FINISI -IED SHELF EDGES ARE TO BE SANDED SMOOTH, PRIMED AND FINISH PAINTED P- 7(RUEHL), P- 2(A *F,KIDS), P- 4(1-1OLLISTER). 3. ALL FIELD CUT WALL STANDARDS AND HANGBARS ARE TO HAVE CUT ENDS DEBURRED AND FILED SMOOTH. CUT HANGBARS ARE TO HAVE HOLE DRILLED AT CUT END TO ALLOW FOR THE INSTALLATION OF THE END -CAP LOCK -IN SNAP BUTTON. 4. SHELF STANDARDS SHALL BE INSTALLED AT 24" O.C. MAX. 7n NOTE: ADD MORE SHELVES I F SPACE ALLOWS - SPACED I' -4" APART. MAINTAIN 24" MIN CLEAR FROM CEILING. VARIES FIN. CLG MANAGER'S DESK NON -SALES SHELVING DETAILS I LAMINATED SHELF PROVIDED BY OWNER SHELF DEPTH VARIES - REFER TO SPECIFIC DETAIL CLIP ALL OUTSIDE CORNERS 3/4" LAMINATED SHELF SCREW CLIPS TO BOTH SHELF AND BRACKET FACE OF WALL STANDARD CAPITOL # 2051 BRACKET W/ (2) # 2041 SCREW -ON SHELF CLIPS FOR ALL NON -SALES SHELVES (BRACKET CLIP BY OWNER) NOTE: SHELVES TO RUN CONTINUOUSLY ALONG WALLS AND AT INSIDE CORNERS. PROVIDE WOOD SUPPORT SPLICES AT ALL SEAMS, KEEPING SHELF TOPS FLUSH. ALL SEAMS ARE TO STOP AT A BRACKET. a rn (TIP OF 2) SHIPMENT STAGING VARIES FIN. CLG. FURRING AND WALL STANDARD INSTALLATION DETAIL w HEAVY DUTY WALL STANDARD I x 6 FURRING d 'r 111■Amm =, SINK SCREWS FLUSH WITH, BUT NOT LOWER THAN THE SURFACE OF THE FURRING. INSTALL WASHERS AT SCREWS WHERE FURRING 15 UNUSUALLY SOFT Ix6 FURRING - PAINT P4 OF STUD a W" 1 4% . 11 USE 3 EQUALLY SPACED SCREWS (ACROSS THE WIDTH OF THE FURRING) TO FASTEN FURRING AT EACH STUD U5E It 14 FLATHEAD WOOD SCREW 2 LONG IN EACH HOLE THAT ALIGNS WITH A RUN OF FURRING (TT. 6 SCREWS PER STANDARD) WALL STANDAR - w CC DE COMPLIANCE APPROVED A B STOCK ROOM SHELVING DETAILS SCALE: I/2 II-D PROCESSING DESK NOTE: MAINTAIN 36" CLEAR FLOOR SPACE DIRECTLY IN FRONT AND BEHIND PREP DESK PREP DESK in 4-0" ADDITIONAL SHELF , F NOTE: TYPICALLY (2) 4' DESKS TO A RUN. ONE DESK TO RECEIVE ADDITIONAL SHELF Co 4 -0" 14 ADDITIONAL SHELF s NOTE: TYPICALLY (2) 4' DESKS TO A RUN. ONE DESK TO RECEIVE ADDITIONAL SHELF MANAGER'S DESK 3 -0" SHELF ON BOTTOM SLOTTED HOLE ADDITIONAL SHELF Co PREP /PROCESS DESK DETAILS SCALE: 1/2 = C UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW RECORD SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE DRAWINGS INTO THE PLAN TUBE HOLDER. PROVIDE / INSTALL HANDLE ON THE TOP CAP TO EASE THE REMOVING OF THE CAP. COORDINATE HANDLE SPEC WITH OWNERS CONSTRUCTION MANAGER 1/4" DIAMETER THRU BOLT WITH TOGGLE (TYP OF 2) GYPSUM BOARD PAN HEAD SCREWS TO SECURE STRAP 3/4 "x 2" POPLAR PLYWOOD TRIM SCREWED TO 2 x 4 METAL STRAP (TIP OF 2) LOOSE PVC CAP 1.___ TUBE ELEVATION 48" A.F.F LABEL w Cn L EXTENT OF WOOD HOLDER PVC BOTTOM CAP GLUED IN PLACE, DRILL I /2" DIA. HOLE IN CENTER OF BOTTOM CAP SECTION THRU TUBE PUNCH LIST TUBE HOLDER NOTE: PROVIDE A LABEL (WITH CLEAR TAPE) STATING: FOR 6" DIA TUBE: "THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER." FOR 2" DIA TUBE: THIS TUBE CONTAINS PUNCH LIST AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER" NOTE: ENTIRE ASSEMBLY IS CONSTRUCTED BY GENERAL CONTRACTOR IN FIELD. G.G. TO PAINT ALL HARDWARE P -9 DRAWING TUBE DETAIL SCALE: 1 -1/2' = I' -O' RECEIVED CITY OF TUKWIIJ NOV 28 Pt���dil f GI NTER OPEN TBD U) J I— W z Q I- 0 I— z 0 C.) co 0 W a O [n Q CC LLI I— IX Z ✓ a Co = W co co O � co id" a in 2 � a W a -I 0 I— o W "' W O COCO m 2 cn 0 ABFC50017 SHEET A13.1 I CONCEPT 5 (NON-SALES) NEW ALBANY, OHIO 43054 SURFACE MOUNTED WALL STANDARDS LANDLORD DATE: 9/14/07 REVISION DIRECTIVE KEY L.L.- LANDLORD DIRECTIVE MASTERS 7-27-2007 614-283-6599 T.D.- TENANT DIRECTIVE B.D.- BUILDING DEPT. SCALE:As NIXED 0" CUT TO LENGTH PERMIT DATE: FITCH PATH DRAWN: WW1 REVISIONS: CUT TO LENGTH SHEET METAL p v(Iv p ;:\ /\ 4 MMMIN■ V 0 , m O CM EL IINATE TOP SHELF IF CODE REQUIRES ADDITIONAL Cl, ARANCE TO 7 STANDARDS OR OTHER 51-IELVING) TYPICAL. 0 ul } CM \ NON - SALES 7n ti NS -I VARIES FIN. CLG. n TYP. WALL STANDARD MOUNTING SECTION BRACKET AND I- IARDWARE 8I STORAGE BOX WALL MOUNTED STORAGE SHELVING (TYP OF 7) NON - SALES WALL MOUNTED STORAGE SHELVING BREAK SHELVING AROUND I -IARDI BIN AND / OR REFRIGERATOR -M AS REQUIRED; REFER TO CONST METAL WAINSCOT HARDWARE BIN MICRO 1 WAVE J I \\ I \ FRIDGE I / I I[ - - -J TYPIC (n cv 7n L REFRIGERATOR Et MICROWAVE STACKED. REFER TO PLAN FOR LOCATION VARIES $_ FIN. CLG. VARIES FIN. CLG. (TYP OF 4) cv TO PROCESSING DESK VARIES $_ FIN. CLG. ARE BIN, BAR CROWAVE COMBO UCTION PLAN 6" 2' -O" / 2'-O" 0 (N 0 TN \ \ 2 / L 2' -O" / TYPICAL STANDARD DIMENSIONS FOR STOCK ROOM SHELVING (TYP OF 3) NON - SALES 0 WALL MOUNTED HANGRODS VARIES FIN. CLG. PEG -BOARD TO ALIGN WITH TOP OF RACK u7 — INSTALL CROSS = n BRACING BOTH SIDES OF EACH :-- SECTION y TYP OF 3) In NON - SALES cv (0 70 VARIES FIN. CLG. HANG BARS ADJACENT TO DREAMSTEAMER PEG -BOARD CUT TO FIT AND BOLTED TO FRAMES (ONE ON EACH SIDE OF SECTION) - BOTH ENDS OF RACK CUT -OUTS FOR PUSH TYPICAL ROLLING RACK/ PULL ACCESS PEG BOARD DETAIL BOLT TOP AND BOTTOM OF CUT -OUT HANDLES in \ MOP SINK CUT TO LENGTH ,1 In \ MOP SINK CLOSET SHELVING z E N EMPLOYEE LOCKERS MOP RACK LINE OF FRP BEYOND VARIES FIN. CLG. EMPLOYEE LOCKER UNITS 1 ( (TYP OF 4) CUT TO LENGTH O_ MOP SINK CLOSET SHELVING FRP PANEL MOP RACK p ova I MOP SINK \ \ MOP SINK CLOSET SHELVING NON -SALES SHELVING AND HANGBAR CODED NOTES I 1x4 GRADE "A" WOOD FURRING INSTALLED CONTINUOUSLY BEHIND ALL WALL STANDARDS, REFER TO SHELVING SECTION DETAILS. 2 S' LONG HEAVY DUTY WALL STANDARD WITH I" SLOTS, 2" O.C., 2 CUT TO LENGTH AS NOTED. Q 16" DEEP x 96" LONG WHITE PRE - FINISHED SHELF. 6- 14" HEAVY DUTY SHELF BRACKET WITH TWO(2) SHELF CLIPS AND TWO(2) SHELF CLIP SCREWS PER CLIP S HANGROD BRACKET WITH SADDLE END, I- IANGROD, AND END 5 CAPS. GENERAL NOTES I. PROVIDE ALL Ix4 GRADE 'A' WOOD FURRING AND ALL INSTALLATION SCREWS AND FASTENERS REQUIRED TO COMPLETE THE TOTAL INSTALLATION OF WALL STANDARDS, BRACKETS, BRACKET CLIPS WITH SCREWS, HANGBARS, HANGBAR END -CAPS, HANGBAR ADAPTER BRACKETS, PRE - FINISHED WOOD SHELVING AND BENCH -TOP. 2. ALL EXPOSED EDGES OF WHITE PRE - FINISI -IED SHELF EDGES ARE TO BE SANDED SMOOTH, PRIMED AND FINISH PAINTED P- 7(RUEHL), P- 2(A *F,KIDS), P- 4(1-1OLLISTER). 3. ALL FIELD CUT WALL STANDARDS AND HANGBARS ARE TO HAVE CUT ENDS DEBURRED AND FILED SMOOTH. CUT HANGBARS ARE TO HAVE HOLE DRILLED AT CUT END TO ALLOW FOR THE INSTALLATION OF THE END -CAP LOCK -IN SNAP BUTTON. 4. SHELF STANDARDS SHALL BE INSTALLED AT 24" O.C. MAX. 7n NOTE: ADD MORE SHELVES I F SPACE ALLOWS - SPACED I' -4" APART. MAINTAIN 24" MIN CLEAR FROM CEILING. VARIES FIN. CLG MANAGER'S DESK NON -SALES SHELVING DETAILS I LAMINATED SHELF PROVIDED BY OWNER SHELF DEPTH VARIES - REFER TO SPECIFIC DETAIL CLIP ALL OUTSIDE CORNERS 3/4" LAMINATED SHELF SCREW CLIPS TO BOTH SHELF AND BRACKET FACE OF WALL STANDARD CAPITOL # 2051 BRACKET W/ (2) # 2041 SCREW -ON SHELF CLIPS FOR ALL NON -SALES SHELVES (BRACKET CLIP BY OWNER) NOTE: SHELVES TO RUN CONTINUOUSLY ALONG WALLS AND AT INSIDE CORNERS. PROVIDE WOOD SUPPORT SPLICES AT ALL SEAMS, KEEPING SHELF TOPS FLUSH. ALL SEAMS ARE TO STOP AT A BRACKET. a rn (TIP OF 2) SHIPMENT STAGING VARIES FIN. CLG. FURRING AND WALL STANDARD INSTALLATION DETAIL w HEAVY DUTY WALL STANDARD I x 6 FURRING d 'r 111■Amm =, SINK SCREWS FLUSH WITH, BUT NOT LOWER THAN THE SURFACE OF THE FURRING. INSTALL WASHERS AT SCREWS WHERE FURRING 15 UNUSUALLY SOFT Ix6 FURRING - PAINT P4 OF STUD a W" 1 4% . 11 USE 3 EQUALLY SPACED SCREWS (ACROSS THE WIDTH OF THE FURRING) TO FASTEN FURRING AT EACH STUD U5E It 14 FLATHEAD WOOD SCREW 2 LONG IN EACH HOLE THAT ALIGNS WITH A RUN OF FURRING (TT. 6 SCREWS PER STANDARD) WALL STANDAR - w CC DE COMPLIANCE APPROVED A B STOCK ROOM SHELVING DETAILS SCALE: I/2 II-D PROCESSING DESK NOTE: MAINTAIN 36" CLEAR FLOOR SPACE DIRECTLY IN FRONT AND BEHIND PREP DESK PREP DESK in 4-0" ADDITIONAL SHELF , F NOTE: TYPICALLY (2) 4' DESKS TO A RUN. ONE DESK TO RECEIVE ADDITIONAL SHELF Co 4 -0" 14 ADDITIONAL SHELF s NOTE: TYPICALLY (2) 4' DESKS TO A RUN. ONE DESK TO RECEIVE ADDITIONAL SHELF MANAGER'S DESK 3 -0" SHELF ON BOTTOM SLOTTED HOLE ADDITIONAL SHELF Co PREP /PROCESS DESK DETAILS SCALE: 1/2 = C UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW RECORD SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE DRAWINGS INTO THE PLAN TUBE HOLDER. PROVIDE / INSTALL HANDLE ON THE TOP CAP TO EASE THE REMOVING OF THE CAP. COORDINATE HANDLE SPEC WITH OWNERS CONSTRUCTION MANAGER 1/4" DIAMETER THRU BOLT WITH TOGGLE (TYP OF 2) GYPSUM BOARD PAN HEAD SCREWS TO SECURE STRAP 3/4 "x 2" POPLAR PLYWOOD TRIM SCREWED TO 2 x 4 METAL STRAP (TIP OF 2) LOOSE PVC CAP 1.___ TUBE ELEVATION 48" A.F.F LABEL w Cn L EXTENT OF WOOD HOLDER PVC BOTTOM CAP GLUED IN PLACE, DRILL I /2" DIA. HOLE IN CENTER OF BOTTOM CAP SECTION THRU TUBE PUNCH LIST TUBE HOLDER NOTE: PROVIDE A LABEL (WITH CLEAR TAPE) STATING: FOR 6" DIA TUBE: "THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER." FOR 2" DIA TUBE: THIS TUBE CONTAINS PUNCH LIST AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER" NOTE: ENTIRE ASSEMBLY IS CONSTRUCTED BY GENERAL CONTRACTOR IN FIELD. G.G. TO PAINT ALL HARDWARE P -9 DRAWING TUBE DETAIL SCALE: 1 -1/2' = I' -O' RECEIVED CITY OF TUKWIIJ NOV 28 Pt���dil f GI NTER OPEN TBD U) J I— W z Q I- 0 I— z 0 C.) co 0 W a O [n Q CC LLI I— IX Z ✓ a Co = W co co O � co id" a in 2 � a W a -I 0 I— o W "' W O COCO m 2 cn 0 ABFC50017 SHEET A13.1 I CONCEPT 5 (NON-SALES) NEW ALBANY, OHIO 43054 SURFACE MOUNTED WALL STANDARDS LANDLORD DATE: 9/14/07 REVISION DIRECTIVE KEY L.L.- LANDLORD DIRECTIVE MASTERS 7-27-2007 614-283-6599 T.D.- TENANT DIRECTIVE B.D.- BUILDING DEPT. SCALE:As NIXED 0" CUT TO LENGTH PERMIT DATE: FITCH PATH DRAWN: WW1 REVISIONS: CUT TO LENGTH SHEET METAL p 012 p I 1 Og MMMMMM 01..-60 9 c 0 m O CM EL IINATE TOP SHELF IF CODE REQUIRES ADDITIONAL Cl, ARANCE TO 7 STANDARDS OR OTHER 51-IELVING) TYPICAL. 0 ul } CM \ NON - SALES 7n ti NS -I VARIES FIN. CLG. n TYP. WALL STANDARD MOUNTING SECTION BRACKET AND I- IARDWARE 8I STORAGE BOX WALL MOUNTED STORAGE SHELVING (TYP OF 7) NON - SALES WALL MOUNTED STORAGE SHELVING BREAK SHELVING AROUND I -IARDI BIN AND / OR REFRIGERATOR -M AS REQUIRED; REFER TO CONST METAL WAINSCOT HARDWARE BIN MICRO 1 WAVE J I \\ I \ FRIDGE I / I I[ - - -J TYPIC (n cv 7n L REFRIGERATOR Et MICROWAVE STACKED. REFER TO PLAN FOR LOCATION VARIES $_ FIN. CLG. VARIES FIN. CLG. (TYP OF 4) cv TO PROCESSING DESK VARIES $_ FIN. CLG. ARE BIN, BAR CROWAVE COMBO UCTION PLAN 6" 2' -O" / 2'-O" 0 (N 0 TN \ \ 2 / L 2' -O" / TYPICAL STANDARD DIMENSIONS FOR STOCK ROOM SHELVING (TYP OF 3) NON - SALES 0 WALL MOUNTED HANGRODS VARIES FIN. CLG. PEG -BOARD TO ALIGN WITH TOP OF RACK u7 — INSTALL CROSS = n BRACING BOTH SIDES OF EACH :-- SECTION y TYP OF 3) In NON - SALES cv (0 70 VARIES FIN. CLG. HANG BARS ADJACENT TO DREAMSTEAMER PEG -BOARD CUT TO FIT AND BOLTED TO FRAMES (ONE ON EACH SIDE OF SECTION) - BOTH ENDS OF RACK CUT -OUTS FOR PUSH TYPICAL ROLLING RACK/ PULL ACCESS PEG BOARD DETAIL BOLT TOP AND BOTTOM OF CUT -OUT HANDLES in \ MOP SINK CUT TO LENGTH ,1 In \ MOP SINK CLOSET SHELVING z E N EMPLOYEE LOCKERS MOP RACK LINE OF FRP BEYOND VARIES FIN. CLG. EMPLOYEE LOCKER UNITS 1 ( (TYP OF 4) CUT TO LENGTH O_ MOP SINK CLOSET SHELVING FRP PANEL MOP RACK p ova I MOP SINK \ \ MOP SINK CLOSET SHELVING NON -SALES SHELVING AND HANGBAR CODED NOTES I 1x4 GRADE "A" WOOD FURRING INSTALLED CONTINUOUSLY BEHIND ALL WALL STANDARDS, REFER TO SHELVING SECTION DETAILS. 2 S' LONG HEAVY DUTY WALL STANDARD WITH I" SLOTS, 2" O.C., 2 CUT TO LENGTH AS NOTED. Q 16" DEEP x 96" LONG WHITE PRE - FINISHED SHELF. 6- 14" HEAVY DUTY SHELF BRACKET WITH TWO(2) SHELF CLIPS AND TWO(2) SHELF CLIP SCREWS PER CLIP S HANGROD BRACKET WITH SADDLE END, I- IANGROD, AND END 5 CAPS. GENERAL NOTES I. PROVIDE ALL Ix4 GRADE 'A' WOOD FURRING AND ALL INSTALLATION SCREWS AND FASTENERS REQUIRED TO COMPLETE THE TOTAL INSTALLATION OF WALL STANDARDS, BRACKETS, BRACKET CLIPS WITH SCREWS, HANGBARS, HANGBAR END -CAPS, HANGBAR ADAPTER BRACKETS, PRE - FINISHED WOOD SHELVING AND BENCH -TOP. 2. ALL EXPOSED EDGES OF WHITE PRE - FINISI -IED SHELF EDGES ARE TO BE SANDED SMOOTH, PRIMED AND FINISH PAINTED P- 7(RUEHL), P- 2(A *F,KIDS), P- 4(1-1OLLISTER). 3. ALL FIELD CUT WALL STANDARDS AND HANGBARS ARE TO HAVE CUT ENDS DEBURRED AND FILED SMOOTH. CUT HANGBARS ARE TO HAVE HOLE DRILLED AT CUT END TO ALLOW FOR THE INSTALLATION OF THE END -CAP LOCK -IN SNAP BUTTON. 4. SHELF STANDARDS SHALL BE INSTALLED AT 24" O.C. MAX. 7n NOTE: ADD MORE SHELVES I F SPACE ALLOWS - SPACED I' -4" APART. MAINTAIN 24" MIN CLEAR FROM CEILING. VARIES FIN. CLG MANAGER'S DESK NON -SALES SHELVING DETAILS I LAMINATED SHELF PROVIDED BY OWNER SHELF DEPTH VARIES - REFER TO SPECIFIC DETAIL CLIP ALL OUTSIDE CORNERS 3/4" LAMINATED SHELF SCREW CLIPS TO BOTH SHELF AND BRACKET FACE OF WALL STANDARD CAPITOL # 2051 BRACKET W/ (2) # 2041 SCREW -ON SHELF CLIPS FOR ALL NON -SALES SHELVES (BRACKET CLIP BY OWNER) NOTE: SHELVES TO RUN CONTINUOUSLY ALONG WALLS AND AT INSIDE CORNERS. PROVIDE WOOD SUPPORT SPLICES AT ALL SEAMS, KEEPING SHELF TOPS FLUSH. ALL SEAMS ARE TO STOP AT A BRACKET. a rn (TIP OF 2) SHIPMENT STAGING VARIES FIN. CLG. FURRING AND WALL STANDARD INSTALLATION DETAIL w HEAVY DUTY WALL STANDARD I x 6 FURRING d 'r 111■Amm =, SINK SCREWS FLUSH WITH, BUT NOT LOWER THAN THE SURFACE OF THE FURRING. INSTALL WASHERS AT SCREWS WHERE FURRING 15 UNUSUALLY SOFT Ix6 FURRING - PAINT P4 OF STUD a W" 1 4% . 11 USE 3 EQUALLY SPACED SCREWS (ACROSS THE WIDTH OF THE FURRING) TO FASTEN FURRING AT EACH STUD U5E It 14 FLATHEAD WOOD SCREW 2 LONG IN EACH HOLE THAT ALIGNS WITH A RUN OF FURRING (TT. 6 SCREWS PER STANDARD) WALL STANDAR - w CC DE COMPLIANCE APPROVED A B STOCK ROOM SHELVING DETAILS SCALE: I/2 II-D PROCESSING DESK NOTE: MAINTAIN 36" CLEAR FLOOR SPACE DIRECTLY IN FRONT AND BEHIND PREP DESK PREP DESK in 4-0" ADDITIONAL SHELF , F NOTE: TYPICALLY (2) 4' DESKS TO A RUN. ONE DESK TO RECEIVE ADDITIONAL SHELF Co 4 -0" 14 ADDITIONAL SHELF s NOTE: TYPICALLY (2) 4' DESKS TO A RUN. ONE DESK TO RECEIVE ADDITIONAL SHELF MANAGER'S DESK 3 -0" SHELF ON BOTTOM SLOTTED HOLE ADDITIONAL SHELF Co PREP /PROCESS DESK DETAILS SCALE: 1/2 = C UPON COMPLETION OF PROJECT GENERAL CONTRACTOR MUST RUN A NEW RECORD SET FOR THE COMPLETED STORE DRAWINGS (ARCHITECTURAL, MECHANICAL AND ELECTRICAL) AND PLACE DRAWINGS INTO THE PLAN TUBE HOLDER. PROVIDE / INSTALL HANDLE ON THE TOP CAP TO EASE THE REMOVING OF THE CAP. COORDINATE HANDLE SPEC WITH OWNERS CONSTRUCTION MANAGER 1/4" DIAMETER THRU BOLT WITH TOGGLE (TYP OF 2) GYPSUM BOARD PAN HEAD SCREWS TO SECURE STRAP 3/4 "x 2" POPLAR PLYWOOD TRIM SCREWED TO 2 x 4 METAL STRAP (TIP OF 2) LOOSE PVC CAP 1.___ TUBE ELEVATION 48" A.F.F LABEL w Cn L EXTENT OF WOOD HOLDER PVC BOTTOM CAP GLUED IN PLACE, DRILL I /2" DIA. HOLE IN CENTER OF BOTTOM CAP SECTION THRU TUBE PUNCH LIST TUBE HOLDER NOTE: PROVIDE A LABEL (WITH CLEAR TAPE) STATING: FOR 6" DIA TUBE: "THIS TUBE CONTAINS STORE DRAWINGS AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER." FOR 2" DIA TUBE: THIS TUBE CONTAINS PUNCH LIST AND IS NOT TO BE REMOVED WITHOUT THE CONSENT OF THE STORE MANAGER" NOTE: ENTIRE ASSEMBLY IS CONSTRUCTED BY GENERAL CONTRACTOR IN FIELD. G.G. TO PAINT ALL HARDWARE P -9 DRAWING TUBE DETAIL SCALE: 1 -1/2' = I' -O' RECEIVED CITY OF TUKWIIJ NOV 28 Pt���dil f GI NTER OPEN TBD U) J I— W z Q I- 0 I— z 0 C.) co 0 W a O [n Q CC LLI I— IX Z ✓ a Co = W co co O � co id" a in 2 � a W a -I 0 I— o W "' W O COCO m 2 cn 0 ABFC50017 SHEET A13.1 I CONCEPT 5 (NON-SALES) NEW ALBANY, OHIO 43054 SURFACE MOUNTED WALL STANDARDS LANDLORD DATE: 9/14/07 REVISION DIRECTIVE KEY L.L.- LANDLORD DIRECTIVE MASTERS 7-27-2007 614-283-6599 T.D.- TENANT DIRECTIVE B.D.- BUILDING DEPT. SCALE:As NIXED 0" CUT TO LENGTH PERMIT DATE: FITCH PATH DRAWN: WW1 REVISIONS: CUT TO LENGTH SHEET METAL MAINTENANCE CAGE DETAIL (WOOD) SCALE: NONE v 41 • d • .4 '4 4 4' • i 4 '4 MOISTURE RESISTANT "GREEN - BOARD LAID HORIZONTALLY AROUND PERIMETER OF TOILET ROOMS AND JANITOR'S CLOSET CERAMIC TILE COVE 4 WAINSCOT MEMBRANE BOND COAT CERAMIC TILE FLOORING LATEX- PORTLAND CEMENT MORTAR BOND COAT EXISTING CONCRETE SLAB - CUT AS REQUIRED TO ACHIEVE SLOPE TO FLOOR DRAIN pi WATERPROOF MEMBRANE SCALE: l' 1 DOOR TI-1RESI -TOLD MAX. SLOPE 1 : 2 CAULK CORRIDOR / EXTERIOR art / / /iI/M /i /f * d A SLAB° 4 a DOOR JAMB SLAB TI- IRESHOLD TO FIT NON -SALES SIDE 4- DOOR JAMB —NOT TO EXCEED 1/2 FLOOR FINISH SEE FINISH PLAN CONTROL JOINT G ADA THRESHOLD DETAIL SCALE: 6 1LO" NOTE: THE FLOOR OF LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOOR - WAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER TI-IAN I :2. Q HOLLOW METAL DOOR AND FRAME - SEE 'DOOR SCHEDULE' 5/8' GAB EACH SIDE OF 3 5/8" METAL STUD FRAMING @ 16" O.C. (TYP) 3 5/8" METAL STUDS NOTE: PROVIDE 13-1-ABEL DOORS 4 FRAMES AS REQUIRED IMPORTANT NOTE: FRAME MUST BE SET TO FIT TIGHT TO TOP OF FINISHED FLOOR - ALLOW NO OPEN GAPS 2x F.R.T. WOOD BLOCKING FRAME FASTENER AS REQUIRED SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED H DOOR JAMB DETAIL EXIST DEMISING WALL OR NEW INTERIOR PARTITION SEE PLAN CONNECT TO STRUCTURE ABOVE (NOT TO DECK): - SEISMIC ZONES 3 4: CONNECTION TO STRUCTURE SHALL BE CAPABLE OF RESISTING A 500 lb AXIAL COMPRESSIVE OR TENSILE FORCE - SEISMIC ZONES 0, 1, 2a 4 2b: CONNECTION TO STRUCTURE SHALL BE CAPABLE OF RESISTING A 300 lb COMPRESSIVE OR TENSILE FORCE GONAL BRACES IF BRACE LENGTH IS LESS THAN OVIDE 3 5/8 ", 16 GA BRACE WITH 1 5/8" RACE LENGTH IS BETWEEN 10' -0" 4 12' -0 - " 16 GA BRACE WITH 2" FLANGE CE LENGTH MAY EXCEED 12' -0' IF TERALLY SUPPORTED WITH MING. CONTACT ARCHITECT E DETAIL. REMOVE GYP BOARD AT CABINET 4 MOUNT CABINET DIRECTLY TO FACE OF MTL STUD #12 MAX. SCRE PA //L / PARTIAL HEIGHT STUD SE SECT I. DEPTH 4 GAGE MATCH FULL HEIGHT SECTION 1 " =1' -0" // SEISMIC ZONES 3 * 4: 6' 16 GA MTh STUDS 1/41T1-1 ' 1 5/8" FLANGE SEISMIC ZONES 0, 1, 2a $ 2b: 3 5/8" 16 GA MTL STUD WIT) -I 1` 5/8" FLANGE / EXIST DEMISING WAL / INTERIOR PARTITI PLAN t T DIAG BRACE SECTION 1 O • r A A . im—ms • A 4' -O" FULL 3/4" PLYWOOD (BACK) 3/4" PLYWOOD DIVIDERS $ END PANELS ig 0 PARTIAL 3/4" PLYWOOD (FRONT) 2 x 4 (TYP. EA. CORNER PLAN VIEW 4 EQUAL SPACES (TYPI i AL) � I��ii 11 ELEVATION HARDWARE BIN HARDWARE BIN SCALE: 3/4 - 1' -0" 5" SCALE: 3' ID 3/4" SECTION THROUGH DECK VINYL TILE FLOORING I /8" R CERAMIC TILE FLOORING LATEX- PORTLAND CEMENT MORTAR BOND COAT MEMBRANE BOND COAT EXISTING CONCRETE SLAB - CUT AS REQUIRED TO ACHIEVE SLOPE TO FLOOR DRAIN TILE THRESHOLD DETAIL I ISOMETRIC I N N 3/4" LINE OF LAY -IN CEILING LAY -IN CEILING REMOVED FOR CLARITY MOUNTING BLOW SHELVES: G.C. TO INSTALL 3/4" FURRING BEHIND STANDARD AND 3/4" BLOCKING BETWEEN STANDARD BEHIND ORGANIZER ADDITIONAL 3/4" BLOCKING SCREWED TO FURRING @ 8' O.C. 3/4 FURRING SCREWED TO EVERY WALL STUD WIITH MIN. OF 2 SCREWS 16" 1 END ELEVATION 3/4" STORAGE BIN (WOOD) i i i i i / ISOMETRIC VIEW NOTE: THIS UNIT 15 PROVIDED 8Y OWNER, G.C. TO PAINT OUTSIDE (P -q) AND INSTALL. G.0 TO ENSURE THAT STAINLESS STELL WAINSCOT IS INSTALLED BEHIND BIN. SEE PLAN 5' -0 TO 6' -0" TYPICAL DECK PLAN n FRONT ELEVATION U- t MOUNTING FLUSH TO WALL: SCREW BACKSIDE OF UNIT SECURELY TO HORIZONTAL WOOD FURRING OR WALL STUDS ALONG TOP AND MIDDLE OF UNIT E 4' -3 1/2" - 2 x 4 WOOD STUDS (I6" D.C. MAX.) WITH 1 x 2 x 20GA. WELDED WIRE SECURED TO OUT SIDE OF STUDS (F.R.T. WOOD AS REQUIRED) 2 x 4 WOOD STUD 'DOOR STOP' AT MEAD (F.R.T WOOD AS REQUIRED) E 4' -3 1/2" beat. MEMAL LINE OF LAY -IN CEILING 2 x .4 WOOD STUD 'DOOR STOP' AT HEAD (F.R.T. WOOD AS REQUIRED) (I) SET OF HINGES PER DOOR, TOTAL OF (2) SETS HASP LATCH NOTE: ALL FRAMING FOR 'DECK BIN' TO BE PAINTED P--1 i i i i 6 ISOMETRIC VIEW BAR BINS BAR BIN SCALE: 3/4' x: 11-0" FULL HEIGHT DIVIDERS (TYP) BACKSIDE OF BIN MUST BE SCREWED TO EACH AVAILABLE WALL STUD ALONG TOP EDGE OF UNIT (USE MIN. 2 SCREWS) 3/4" F.R.T. PLYWOOD - PAINT P -10 I 8" (16 GA.) METAL JOISTS @ 16' O.C. 6 7' -6" A.F.F. OR q' -0" - SEE REFLECTED CEILING PLAN REFER TO FINISH PLAN DECK SECTION PAINT I P -10 � 7' -6" A.F.F. OR q' -0" - SEE REFLECTED CEILNG PLAN 8" (I6 GA.) METAL JOISTS @ 16 O.C. REFER TO FINISH PLAN c cp NOTE: THIS UNIT 15 PROVIDED BY OWNER, G.G. TO PAINT OUTSIDE (P -q) AND INSTALL. G.0 TO ENSURE THAT STAINLESS STELL WAINSCOT 15 INSTALLED BEHIND BIN. 3/4" F.R.T. PLYWOOD - • ti - + •_ C .: '�• • - ._.. n • 4- 4 p .• BEAR HEADER ON DOUBLE STUD 3 -5/8 x 16GA. FRAMING AT EACH END. f SCALE 1' = 1' -0" / /1 / /1 //S //-//S/ /� //I , RECEPTACLE DETAIL a : a : 4 - SAND SMOOTH ALL EDGES (TYP) PAINT 1x-4 WOOD TRIM (CLEAR PINE OR POPLAR) - RUN CONTINUOUS ALONG TOP EDGE OF WALL 16 GA. METAL CHANNEL (UNLESS NOTED OTHERWISE) 5/8" GYPSUM BOARD - PAINT . 4 PAINT PAINT I 3 5/8" x 16 GA. METAL STUD @ 16" O.C. PARTITION - ALIGN STUDS DIRECTLY UNDER JOIST (TIP) CONTINUOUS 3 5/6" X I6ga. DEEP LEG TRACK - FASTEN TO EXISTING CONCRETE FLOORING WITH POWDER ACTUATED FASTENERS @ 4' -0" D.G. SAND SMOOTH ALL EDGES (TYP) I' x 4" WOOD TRIM (CLEAR PINE OR POPLAR) - RUN CONTINUOUS ALONG TOP EDGE OF WALL 16 GA. METAL CHANNEL (UNLESS NOTED OTHERWISE) BOX BEAM HEADER WITH 6" X 16ga. STUDS AND 3 -5/8" X I6ga. TRACK TOP AND BOTTOM 5/8" GYPSUM BOARD - SECTION THROUGH HEADER AT DECK 2' -6" t 3 r f3nt 3" )13'1" 11 11 11 11 11 11 11 11 1' -7 3/8" 0 SECTION I" = a ID MAINTAIN 5' -0' CLEAR/ TURNING RADIUS // G) ONES 3 4 4 4' -0" VINYL BASE ELEVATION NOTE: SEE 'CONSTRUCTION PLAN FOR ACTUAL OFFICE PLAN CONFIGURATION 3 STUD PER MENDATIONS GA MTL STUDS WIT 1 5/8" FLANGE MIC ZONES 0, 1, 2a 2b: 5/8 ", 16 GA MTL STUDS WI TI-I 1 5/8" FLANGE 18 GA TRACK W/ (1)- 0.145' DIA POWDER ACTUATED FASTENER @ EACH VERT STUD /////////////// OFFICE PLAN SCALE: 1/4" - 1 TO FLOOR 3) 30 "D x 36 "W x 42 "H GARCY FREESTANDING SHELVES 3 0" nzr 0 �o 24' x 24" PLYWOOD BACKER BOARD FOR MOUNTING POWER SUPPLY BOX MOUNTED TO WALL ABOVE CEILING DUPLEX OUTLET FOR POWER SUPPLY 1" CONDUIT ACTIVE FEEDS SUSPENDED CEILING CONFIRM LOCATION VIDEO CABLES RUN TO OF SAFE WITH DVR (OUTSIDE WALL) OWNER'S G.M. AND TO 2 "X4" J -BOX THEN BOLT SAFE D4 ELEVATION @ FACE OF WALL DVR FOR CCTV CCTV MONITOR (MTD. ) MANAGER'S OFFICE DETAIL ALL COLD FORM MEMBERS SHALL COME F M A SINGLE MANUFAGTUR , "CLARK" OR EQUAL. THE INST LATION SHALL COMPLY WIT THE MANUFACTURER'S RECOMMEND IONS. MINIMUM GHTGAGE METAL STUD AND JOIST PROP TIES SHALL = AS FOLLOWS= GLA 3625162 -54 STUD - FLANGE R URN LIP: 3 5/8" DEEP, 16 GAGE in eff = 0.67 in Fy = 33 KSI CLARK 3625200 -54 STUD - FLANGE RETURN LIP: 3 5/8" DEEP, 16 GAGE Imin eff = I.26 ir>`I Fy = 33 K5I CLARK 6005162 -54 STUD - FLANGE 1/2 RETURN LIP: 6" DEEP, 16 GAGE Imin eff - 2.86 in Fy = 50 K51 WIDTH = 1 5/8" WITH 2 - Smin eff - 0.48 in WIDTH = 2" WITH 1/2 - 5min eff = 0.69 in WIDTH = 1 5/8" WITH - Smin eff = O.q5 in II EMM ■ �7 1313, A - lI r m " II I II I ELEVATION SORE 24" O.C. P '' IDE (2) - #12 AT TOP OF IAL HEIGHT STUD NOTE: THE AUDIO CABINET DIMENSIONS ARE 20 5/8" WIDE x 31" HIGH x 27" DEEP. ENSURE THAT THERE WILL BE A CLEAR AREA AT ELECTRICAL WALL FOR THE AUDIO CABINET. THERE SHALL BE NO CONDUIT, WIRING, EQUIPMENT, FRAMING, ETC. THAT RESTRICTS THE INSTALLATION OF THE AUDIO CABINET. D CAMERA FEEDS COLLECTED INTO 2" CONDUIT 11 1 w I5" SECTION I" = I' -O" —SECTION I = I — o " (4) CRATES CLIPBOARD HOLDER RATINGS BOARD FHONE W/ ROLODEX CPU SCANNER MONITOR FOR CPU PRINTER FILE CABINET FOR HIGH VOLUME STORES FILE CABINETS 1- IISTORY FILES i DEC 2 ���� SEISMICZONES *4: w l`rl.1 1 5/ IAN -- ®$ TI.N l SEISMIC ZONES .C? 1 1li1'2� P43s!2b Y( "• 3 5/8 , 16 GAM STUDS-. W ITI-I 1 5/8" FLANGE 8" X 8" J -BOX FOR CCTV CAMERAS (ABOVE CEILING) TO COLLECT ALL CAMERA CABLES (1) 2" X 4" J -BOX FOR CAMERA FEEDS TO RUN INTO DVR 18 GA TRACK QUAD J -BOX WITH COVER PLATE FOR COMPUTER TERM) • L DATA CABLES QUAD RECEPTACLES W/ DEDICATED CIRCUIT FOR COMPUTER TERMINAL DUPLEX J--BOX WITH COVER PLATE FOR FUTURE USE TELEPI-IONE AND DATA OUTLET QUAD RECEPTACLE FOR CCTV W/DEDIGATED, I.G. CIRCUIT, LOCKED -ON AND TERMINATED IN A SPLIT -CORE SENSING CIRCUIT BREAKER DATA CABLE FOR DVR TO RUN TO NETWORK CABINET, INSTALLED BY CROSSCOM OR CONTINGENT VE SEE 4 - #12 RENS EA STUD DIAL RACE ABOVE SEE SE ION 1 TEREO CABI EXIST DEMISING WALL OR NEW INTERIOR PARTITION SEE PLAN REMOVE GYP BOARD AT CABINET 4 MOUNT CABINET DIRECTLY TO FACE OF MTL STUD #12 SCREWS, TYP SEE SECTION 4 STEREO CABINET (2)DIAG BRACES - SEE SECT 1 3 5/8 ", 16 GA STUD. CONNECT TO EACH VERT STUD W/ (2) - 4I2 SCREWS SEISMIC ZONES 3 * 4; 6 ", 16 GA MTL STUDS WITI -I 1 5/8" FLANGE SEISMIC ZONES 0, 1, 2a * 2b: 3 5/8 ", 16 GA MTL STUDS W ITI-I 1 5/8" FLANGE #12 SCREW, TYP OR NEW SEE -� REVIEW FOR CODE COMPLIANCE APPROVED RECEIVED CITY OF TU TAL, 8 I4 � J7 . 1 . P = ILA z 0 V7 W w IH w V7 J I- W z 0 I- co z 0 0 9 . ° r r O a • 01 .. w SECTION THROUGH DECK SCALE: 3' AUDIO CABINET BLOCKING DETAIL SCALE: AS NOTED F co 4 0 SHEET ABFC50017 A13.2 Quantity Item Description Catalog Number I PER FA. LAVATORY 42' X 1 1/2' DIA. GRAB BAR, EXPOSED MOUNTING BOBRICK, 8- 6806 -91 X .42 (LEAD TIME ITEM) - BY G.C. I PER EA. LAVATORY 36" X 1 1/2" DIA. GRAB BAR, EXPOSED MOUNTING BOBRICK, B- 6806 -99 X 36 - PROVIDED 4 INSTALLED BY G.C. I PER EA. LAVATORY 18' X 1 1/2' DIA. GRAB BAR, EXPOSED MOUNTING BOBRICK, B- 6806 -99 X 18 - PROVIDED 4 INSTALLED BY G.C. I PER EA. LAVATORY TOILET ROLL FOLDER PROVIDED BY OWNER - INSTALLED BY G.G. I PER FA. LAVATORY PAPER TOWEL DISPENSER PROVIDED BY OWNER - INSTALLED BY G.C. I PER EA. LAVATORY 18' X 36' FRAMED TILT - MIRROR BOBRICK, B-293 lS X 36 - PROVIDED t INSTALLED BY G.G. I PER EA. LAVATORY 20' X 58' CHANNEL FRAMED MIRROR/DOOR MTD BOBRICK, B -165 20 X58 - PROVIDED 4 INSTALLED BY G.C. I PER EA. LAVATORY SOAP DISPENSER PROVIDED BY OWNER - INSTALLED BY G.C. I PER EA. LAVATORY FIRST AID KIT PROVIDED BY OWNER - INSTALLED BY G.C. 2 PER EA. LAVATORY COAT 1400K ON DOOR AND WALL MCMASTER CAW 411/60A3, ALUMINUM - BY G.G. 2 PER STORE 36' MOP RACK PROVIDED BY OWNER - INSTALLED BY G.C. I PER STORE 36' MOP SINK NOSE MOLDER PROVIDED BY OWNER - INSTALLED BY G.C. I PER EA. LAVATORY 1 1/2' MARBLE TNRESNOL.D PROVIDED 4 INSTALLED BY G.G. 1' -4" ' -5 5/8," 50" MIN. ADA APPROVED NI /LO (INSTALLATION CLEARANCE) E ao WATER COOLER ILLUSTRATION: F.R.P. WAINSCOT 48" HIGH AT DRINKING FOUNTAIN SURROUND. A E WATER COOLER DETAILS SCALE: N.T.S. GYPSUM BOARD - PAINT P -9 F.R.P. J -MOLD TRIM CONTINUOUS ACROSS TOP EDGE AND ANY EXPOSED VERTICAL EDGES BUTT-JOINT N5 -1 4' -2" A.F.F. #S x 1 1/4" OVAL PHILLIPS HEAD SELF DRILLING SCREW WITH INTEGRAL COUNTERSINK WASHER, ZINC FINISHED AT EACH METAL STUD OR FURRING (TYPICAL x 2 PER STUD /FURRING) VB -1 � • SHEET METAL PANELS TO BE INSTALLED PRIOR TO BASE; INSTALL PANELS WITH CONSTRUCTION ADHESIVE 0 I4 • N • B WAINSCOTTING DETAIL SCALE: 1/2' ■ 1 CAULK ENDS WITH CLEAR SILICONE (TYP) NON -SALES AREA CORNER GUARDS - 2"x 2 "x 18 GA.x 4' -2" LONG BRUSH -LED STAINLESS STEEL CORNER GUARD ANGLE. MOUNT BOTTOM ON FINISHED FLOOR AND BUTT VINYL BASE TO EDGES. ADHERE TO WALL WITH CLEAR SILICONE. SEE 'CONSTRUCTION PLAN' FOR LOCATIONS GYP. D. - PAINT cv C NON -SALES CORNER GUARD SCALE: N.T.S. SHEET METAL WALL FINISH OVER 5/8" GYP. BD. ON 3 5/8" METAL STUD FRAMING- SEE DETAIL B /A13. 1 1/2" PAINTED METAL HAND RAIL SECURED TO RIB WAGNER BRACKET PART #I93OR (TYP.) 18" A.F.F. TOP OF RAMP 3 5/8" METAL FRAMING AT A SLOPE OF 1:12 -- SEE STRUCTURAL DETAIL 10/52.1 FOR ADDITIONAL INFO SEE PLAN 2x4 FRT BLOCKING FOR RAMP HANDRAIL (TYP.) V.G.T. OVER 3/4" FRT PLYWOOD OVER 9/16" METAL DECKING OVER 3 5/8' METAL FRAMING RAMP DETAILS SCALE: 1' • 1 0 N TOILET ROOM GENERAL NOTES I. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED AS REQUIRED AND BE VISIBLE FROM APPROACI -IING PEDESTRIAN WAYS. 2. ALL ACCESSIBLE DOORWAYS SHALL BE 3' -0" x 7' -0 ". 3. HAND ACTIVATED DOORS SMALL BE OPERABLE WITH SINGLE EFFORT TYPE I- IARDWARE WITHOUT REQUIRING TI-IE ABILITY TO GRASP THE OPENING HARDWARE. 4. HAND ACTIVATED DOOR OPENING HARDWARE SI -IALL BE CENTERED AT 44' ABOVE THE FLOOR. 5. DOOR TI- IRESI-1OLDS SHALL BE NOT MORE THAN 1/2" I-IIGH WITH A SLOPE NO GREATER THAN 1:2. 6. MAX. EFFORT TO OPERATE DOORS SI -IALL NOT EXCEED 5 LBS. FOR INTERIOR DOORS. WHEN FIRE DOORS ARE REQUIRED, OPENING FORCE SMALL BE AS REQUIRED BY AUTHORITY HAVING JURISDICTION 7. FLOORS TO BE SLIP - RESISTANT. B. CENTER OF GRIP OF OPERATING HANDLE OR SWITCHES 51-IALL BE NOT LESS THAN 3' -0' NOR MORE THAN 4' -0" ABOVE THE FLOOR OR WORKING PLATFORM. q. GRAB BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 lbf POINT LOAD BEARING SHEAR AND TORSION. 10. WATER CLOSET FLUSH VALVE SHALL BE LOCATED ON TI-IE APPROACH SIDE OF TOILET. THE FORCE REQUIRED TO ACTIVATE THE FLUSH VALVE SHALL BE 5 lbf. 11. LAVATORIES ADJACENT TO WALL SHALL BE CENTERED 15" MIN. FROM SIDEWALL WITH RIM NO HIGHER THAN 34" FROM FINISH FLOOR. 12. FAUCET CONTROLS AND OPERATING MECHANISM (OPERABLE WITH ONE HAND) SHALL BE OF TI-IE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST AND AN OPERATING FORCE NOT EXCEEDING 5 lbf. 13. SELF- CLOSING VALVES SHALL REMAIN OPEN FOR AT LEAST 10 SECONDS. 14. WATER AND DRAIN PIPES UNDER LAVATORY SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORY. 7 -9' BATHROOM WAINSCOTTING - CERAMIC SUBWAY TILE: 3 "x6" CERAMIC SUBWAY TILES, COLOR "U081 -36 WHITE ICE BRIGHT ". GROUT: BOSTIK STANDARD SERIES "HYDROMENT" DRY TILE GROUT (UNSANDED), COLOR "WHITE" #1152 CERAMIC TILE - PORCELAIN MOSAIC FLOOR TILE: 1 "x1" DALTILE "KEYSTONE MOSAICS UNGLAZED FLOOR TILE ", COLOR 'CYPRESS D452" GROUT - BOSTIK STANDARD SERIES "HYDROMENT" CERAMIC TILE GROUT (SANDED), COLOR "NATURAL" #1146 (800 - 726 -7845) 3q "- 41' mmiu = = = = = == i soionom===== ■ ■■ ■___ilw m= • m ■I = = =: III ■■■I = = == •ra►� I--- U -- - - -- EMMw NIIRIMMEN =HIIf!• i � �■ im li i ■�r�r� ■ ■ = = === •=1M•11 I I I I I I L L I I I I I I I I I I I I I I I I I I I II I I[ r I I I 1 1 I I I I 1 1_ ELEVATION D-1 3x6 BULLNOSE TOILET ROLL HOLDER FRP PANEL MOP RACK d opa (MO SINK s 4- ELEVATION D-3 TOWEL DISPENSER 1i" DIA, 42" LONG SIDE BAR WITH 1" CLEARANCE 1" DIA, 36" LONG REAR BAR WITH 1i" CLEARANCE 4x6 COVE BASE b o b MOP SINK ELEVATION D-4 18 "x36" TILT FRAME MIRROR ■■Irr�II MIA I 1 I I I I I I I ....�` I I I L I I I I 1 1 I I 1 1 I L 1 1 1 I iv m UA081 4x6 COVE ANGLE #ATCR/L3410 TYP. AT OUTSIDE CORNERS. (SPECIFY LEFT OR RIGHT AS REQUIRED) ELEVATION D-2 2" X 2" STAINLESS STEEL CORNER GUARD. MOUNT BOTTOM AT TOP OF COVE BASE RADIUS (APPROX.. " AFF) AND RUN ENTIRE HEIGHT TO TOP OF BULLNOSE EDGE. ADHERE TO TILE WITH CLEAR SILICONE - TYP. AT ALL OUTSIDE CORNERS UA081 3x6 6" EDGE #S4639 TYP. AT TOP ROW UA081 3x6 TYP. UA081 4x6 COVE BASE #AT3410 - TYP. AT BASE I I 11 1 1 1 1 1 1 I HC LAVATORY ELEVATIONS (TYP OF 4) CUT TO v LENGTH m SECTION D-5 @ CLOSET SHELVING MOP SINK ELEVATIONS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TYP._ -T D SOAP DISPENSER N U 1 r Ln FIRST AID KIT b1 -M1 CUT TO LENGTH MOP SINK SECTION D-6 @ MOP SINK TOILET ROOM SIGNAGE WITH GEOMETRIC DOOR SYMBOLS (CALIFORNIA ONLY) 1. GEOMETRIC SYMBOL DOOR SIGNS MUST CONTRAST WITH DOOR (DARK ON LIGHT OR LIGHT ON DARK). 2. FOR UNISEX DOOR SIGNS, TRIANGLE MUST CONTRAST WITH CIRCLE, WHICH MUST CONTRAST WITH DOOR. ENTIRE BACKGROUND COLOR OF GEOMETRIC SYMBOL SIGN MUST CONTRAST WITH DOOR. IT 15 NOT ALLOWED TO HAVE A TWIN CONTRASTING BORDER AROUND SYMBOL, WITH REMAINDER OF SIGN BACKGROUND IN A NON - CONTRASTING COLOR. 3. ISA, CONTRASTING WITH BACKGROUND, MAY BE ON DOOR SIGN. 4. IF A GENDER PICTOGRAM IS DESIRED, ON THE GEOMETRIC SYMBOL SIGN, IT MUST BE REPEATED ABOVE RAISED CHARACTERS AND BRAILLE ON TACTILE SIGN ADJACENT TO DOOR. 5. ISA MAY BE INCLUDED ON EITHER TACTILE SIGN NEXT TO GENDER PICTOGRAM, OR MAY BE ONLY ON GEOMETRIC SYMBOL SIGN, AS DESIRED. 6. N • - P P - PAO 7. TACTILE SIGNS MUST BE INSTALLED ADJACENT TO THE SPECIFIC DOOR THEY IDENTIFY, AT 60" O.C. AFF. 8. PICTOGRAMS, TEXT, AND ISA SYMBOLS ARE NOT REQUIRED TO BE ON GEOMETRIC DOOR SIGNS. N GRADE II BRAILLE WI -IITE TEXT AND FIGURES ON CONTRASTING BACKGROUND COLOR 1/4" TI -TICK IN CONTRASTING COLOR IS • 4, 0 - • I TACTILE ROOM SIGN APPLIED NATIONWIDE (TYP.) GEOMETRIC SYMBOL DOOR SIGN SPECIFIC TO CALIFORNIA (TYP.) 15 0 : INC U t O q ON OM COAT HOOK ON WALL @ 48" A.F.F. C4 0 N 4' -0" WALL SHELVING AND CODED NOTES Q 1x4 GRADE "A" WOOD FURRING INSTALLED CONTINUOUSLY BEHIND ALL WALL STANDARDS, REFER TO CONSTRUCITN PLAN. REFER TO TYPICAL NALL STANDARD MOUNTING SECTION, DETAIL Al /A13.1 Q 8' LONG HEAVY DUTY WALL STANDARD WITH I" SLOTS, 2" O.G. (SKU# 30071010). CUT TO LENGTH AS NOTED. Q 16" DEEP x 196" LONG WHITE PRE - FINISH -LED 51-IELF (SKU #30071006) Q 14" HEAVY DUTY SHELF BRACKET (SKU #30071011) WITH TWO(2) SHELF CLIPS (SKU# 30071018) AND TWO(2) SHELF CLIP SCREWS PER CLIP A. 56" MIN. 42" 12" , t N MENs COAT HOOK ON WALL @ 48" A.F.F. t / 0 NOMENs I L I I PP. 6' -q 5/8" — 0 NOTE: CONTRAST SHOWN AT UNISEX FOR EMPHASIS. CONTRASTING COLORS ASSUMED AT ALL OTHER ILLUSTRATIONS. O O r 6' -q 5/8" 7 1/4 5' -0" A.F.F. v 1 7/8" 3' -6 3/4" i LMEINED FL I WEE COMPLIANCE APPROVED DEC 2 8 2007 City Of Tukwila BUILDING DIVISIO:'1 HC LAVATORY & MOP PLAN RECEIVED CITY OF TUKVVILA NT/ 2 8 KLJ1 Pl�r►zdii ! (:�tl i ER D LAVATORY DETAILS SCALE: 3/13' + 1 W U, I- W z 0 0 cc co Z 0 0 tr) w U O U a M // CO Iti 9 ti O l ye co W I— a I- Oer W o_ W O a c W i- cc z a V a Co = W CO O CO W a o I - a w W J LU V Z V) 0Wco W cO U z U, ABFC50017 SHEET A13.3 CODED NOTES 0 DEMISING WALL, SEE ARCH. Q ELEVATED FLOOR CONSTRUCTION: 362SI62 -43 x 6' TALL. AT 16' O.G. WITH 362T125 -43 TOP AND BOTTOM. 0.138 DIA. POWDER ACTUATED FASTENERS (14ILTI X •CF). AT 32" O.G. EMBEDMENT = 3/4 Q ELEVATED FLOOR CONSTRUCTION: 8005162 -43 JOISTS AT 16' O.C. WITH CONT 8007125 -43 EACH END AND SOLID BLOCKING AT MIDSPAN. Q c1/16 GA. METAL DECK. SEE METAL DECK NOTES ON SHEET 52.1 FOR ATTACHMENT PATTERN. ALL DECK EDGES TO BE SUPPORTED. Q PORCH FRAMING POST, REFER TO 51.2. Q 3 5/8' -18 GA. FULL HEIGHT WALL, REFER TO ARCH. Q WALL CONSTRUCTION: CONTINOUS 362T300 -68 TRACK OVER 3625162 -43 METAL STUDS @ 16' O.G. ATTACH 362T125 -43 BOTTOM TRACK TO FLOOR WITH 0.145" DIA. P.A.F. @ 16" O.G., REFER TO 52.1 -2 FOR TYPICAL FRAMING. EXISTING BUILDING COLUMN, TYP. q DIAGONAL X- BRACING, 1 1/2' x 43 MILS ONE SIDED STRAP AT 20' -0' O.G. AND AT EA. END OF STUD WALL. REFER TO 52.1 -I. CI CONTINUOUS T48 HORIZONTAL AND DIAGONAL BRACING BETWEEN WALLS, REFER TO 52.1 -4. SPACE DIAGONAL BRACING 24' -0' MAX. 11 RAMP CONTINUOUS TSB HORIZONTAL AND DIAGONAL BRACING AT RAMP MID - POINT, REFER TO 52.1 -4 FOR SIMILAR CONSTRUCTION. AUDIO MATCH LINE 18 A> OVE I I (14) s +I 4pir AllOYE SLAB q ABOVE (E) SAAB Ll QQ 1 Q RAMP DIAGONAL BRACING AT EA. WALL, REFER TO 52.1 -1 FOR SIMILAR CONSTRUCTION. ATTACH TO FLOOR WITH 13 RAMP WAIL CONSTRUCTION AT 16' O.C. ; WALL CONSTRUCTION: 3625162 -43 STUDS AT W O.G. AND 43 MIL TRACK TOP AND BOTTOM. ATTACH TO FLOOR WITH 0.145' DIA. P.A.F. AT 16' O.G. 0 ELEVATED FLOOR CONSTRUCTION: 3625162 -43 JOISTS AT W O.G. WITH CONT. 3627125 -43 EACH END AND SOLID BLOCKING AT MIDSPAN. 1 14 24'1 -0' MARL 24111-o" -I- — 1- 1. 0 18' ABOVE (E) I , 5 TI 1 I 13 52.1 12" ABOVE (E) SLAB L 1 6 ABOVE E SLAB 2 ABOVE ,1 a rE E i ��.:. i CODE COMPLIANCE APPROVED DEC 2 8 2001 City Of Tukwila BUILDING DIVISION ELEVATED FLOOR FRAMING PLAN 1/4" = 1 %0" FRAMING PLAN NOTES 1. DESIGN LIVE LOAD - 75 PSF. 2. INFORMATION SHOWN FOR THE EXISTING BUILDING HAS BEEN TAKEN FROM DRAWINGS AND HAS NOT BEEN VERIFIED IN THE FIELD. CONTRACTOR SHALL VERIFY ALL. EXISTING CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH THE PROJECT. NOTIFY THE ARCHITECT OF ANY UNEXPECTED FIELD CONDITIONS. 3. ELEVATED FLOOR CONSTRUCTION: 9/16'x24GA WIDE RI8 METAL DECK OVER LIGHT -GAUGE STUD WALLS OR LIGHT -GAUGE METAL JOISTS. REFER TO 52.1 FOR ATTACHMENT OF DECK TO 4. ELEVATIONS SUPPORT. SHOWN ARE TOP OF ARCHITECTURAL FLOOR FINISH. 5. ELEVATED FLOOR SUPPORT STUD WALL CONSTRUCTION: CONTINUOUS TOP TRACK 362T300 -68 WITH 3621125 -43 TRACK BOTTOM OVER 3625162 -43 STUDS AT 16' O.G.. PROVIDE STRAP DIAGONAL PER DETAIL ON SHEET 52.1 -1 AT ENDS AND AT 20' -0" O.G. MAX ALONG WALLS. 6. DIMENSIONS ARE TO FACE OF STUDS. UNLESS NOTED OTHERWISE. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. 7. REFER TO GENERAL STRUCTURAL NOTES ON SHEET 52.1 FOR ADDITIONAL INFORMATION. 5. SUBMIT SHOP DRAWINGS INCLUDING ERECTION PLANS, BEFORE PROCEEDING WITH THE WORK. REFER TO GENERAL STRUCTURAL NOTES ON SHEET 52.1. RECEIVED CITY OF TUKWILA NUS' 2 8 1.! Pthriii I CEA i ER i I— w U) z J a z L 9 r N r a W 0 CD z 0 CO a 0 Q c W H re z Q LUa� cc = W � co o Z CO V 10 "� = I— a LV g W LL 0 ... Z CO O WW t� (0 CO v O v O z m 2 CD a NOV 212007 ABFC50017 SHEET S1.1A CODED NOTES 0 0 0 0 DEMISING WALL, SEE ARCH. Nat USED. NOT USED. 9/16 1 x24GA METAL DECK. SEE METAL DECK NOTES ON SHEET 52.1 FOR ATTACHMENT PATTERN. ALL DECK EDGES TO BE SUPPORTED. NOT USED. 3 5/8' -18 GA. FULL HEIGHT WALL, REFER TO ARCH. WALL CONSTRUCTION: CONTINOUS 3627300 -68 TRACK OVER 3625162 -43 METAL STUDS @ 16' O.G. ATTACH 362T125 -43 BOTTOM TRACK TO FLOOR WITH 0.145' DIA. P.A.F. @ 16" O.C., REFER TO 52.1 -2 FOR TYPICAL FRAMING. 3 EXISTING BUILDING COLUMN, TIT. q DIAGONAL X— BRACING, 1 1/2' x 43 MILS ONE SIDED STRAP AT 20'-0' O.C. AND AT EA. END OF STUD WALL. REFER TO 52.1 -1. CI CONTINUOUS TSB HORIZONTAL AND DIAGONAL BRACING BETWEEN WALLS, REFER TO 52.1 -4. SPACE DIAGONAL BRACING 24' -0" MAX. 11 RAMP CONTINUOUS T*8 HORIZONTAL AND DIAGONAL BRACING AT RAMP MID — POINT, REFER TO 52.1 -4 FOR SIMILAR CONSTRUCTION. RAMP DIAGONAL BRACING AT EA. WALL, REFER TO 52.1 -1 FOR SIMILAR CONSTRUCTION. RAMP WALL CONSTRUCTION AT 16" O.C.; WALL CONSTRUCTION: 3625162 -43 STUDS AT 16" O.G. AND 43 MIL TRACK TOP AND BOTTOM. ATTACH TO FLOOR WITH 0.145" DIA. P.A.F. AT 16" O.C. � 18" .,HOVE (E) SLAB 52.1 II II H II I — H - - - -- - 2 �,a —rr� ►� II II II LJ r II II II II II LAIONG I I I I i H H II I I I n MATCH LINE CODE CON P.IANCE APPROVED La City Of Tukwila B ILDING DiVIS r! ELEVATED FLOOR FRAMING PLAN 1/4" = 1' -0" RECEIVED CITY OF TUKWILA NOV 28 ; Fthriii I CiN i ER W W z J z U- Pr 0 0 >- a cc W SL zQ CC ce Wri L V 1 :C °,12 I- W OD go 0 .. W z � vQ z ca It) C o J H I— W L W U S i . 0 I— N I— a zca a W J OWco W a 0540 CD I- m 0 4 W z In ABFC50017 SHEET S1.16 Wi 7 li 5 a O a a CONCEPT 5 O a I I I I I I I I I I } I i 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I . I ® O \ ...._ I O _.. O -_ - - - - -- -_ - - I I I I I I I I I I I I ! I I I I�. __ _ ________ _ _ I: Jt J \ _ I I I , I I I I D I 1 I I f 1 I I I I 1 1 0 I Q I I 0 i I 11 / � . � � / • ; I I - I j i 4 7 1 i I I Q I I I 1 1 1 I 0 ■ 0 i� �'�, `� ' � 1 REVISION DIRECTIVE KEY1 B.D.- BUILDING DEPT. T.D.- TENANT DIRECTIVE G.C.- GENERAL. CONTRACTOR DIRECTIVE L.L.- LANDLORD DIRECTIVE -Y- I TYP. I I I I I I I I I I I 1 I I 1 I I TYP. 1 1 � I t I l i I '` „ \,, �`• \ '. 3 EQ. SPACES 5 EQ. SPACES 5 EQ. SPACES 5 EQ. SPACES 5 EQ. SPACES 5 EQ. SPACES 3 EQ. SPACES 13' -5 1/8" REF. / 7' -4 1/2" .' 7' -4 1/2" 7' -4 1/2" / 7' -4 1/2" 7' -4 1/2" ,I1 10' -1 7/5" r r , , 1 6" BETWEEN FRAMING :SNOISIARI 11-21-071 0 6" FOR (2) 3X6 ROUGH 51.2 F TIMBER MEMBERS TIMBER MEMBERS STOREFRONT FRAMING PLAN ISSUE DATE: PERMIT DATE: 9/15/071 LANDLORD DATE: 9/14/071 BID DATE: 9/15/071 MASTERS 7-27-2007 1/2" : 1' -0" 362TI25 -54 SLIP TRACK, EXISTING MI AM ,,,,,E ink Mk AIR — — int n..E MK — = NW ■ METAL DECK APPROX. 22' - 0" A.F.F. (F.V.Z ROOF FRAMING AND SHEATHING NOT SHOWN FOR CLARITY. CONCEPT 5 115 WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY SEATTLE, WA 98188 r ea DIH3 T.O. STEEL • EXISTING STEEL JOIST ROOF FRAMING AND SHEATHING NOT SHOWN FOR CLARITY. . \ / 1 (E) MALL COLUMN ATTACH SLIP TRACK TO (E) 3/4" MAX GAP AT TOP. CONT. BENT PLATE L4x4x43 MILS. ATTACH EACH LEG STRUCTURE WITH (2) #10 TEK SCREWS HOR. BOX BEAM HEADER, REFER / 11 PLAN 10 A.F.F. BOX BEAM HEADER, REFER BOX BEAM HEADER, REFER DRAWN: DG %25162 -43 BRIDGING AT EACH SUPPORT AND AT MID -SPAN. ATTACH 3625162 -43 TOP CHORD NOR. BRACING AT WITH (2)#10 -16 TEK SCREWS, TYP. 45'. ATTACH TO EACH CHORD WITH ADD CROSS- BRIDGING AT 8' -0' MAX. TO PLAN t TO PLAN 1 10 i - 4" A.F.F. F. WITH (2)#10 TEK SCREWS. (2)#10 - 16 TEK SCREWS. w pppp m 1 0'_4" A.F.F. JOIST = C 30_ + I B.O. I I I 1 B.O. JOIST , ` FRT SHEATHING �. OVER ix4 FRT PURLINS. REFER + + + I + I + + + I \ `� ^ \ q - dam :Mu +++ + ++4. 1" _ i i �� _ TO PLAN NOTES. w A TRIPLE STUD POST. ATTACH POST TO TRACK W/ (1) #10 TEK SCREW IN EACH LEG USE 600T125 -68 TRACK AT BOTTOM. ATTACH TRACK TO (E) SLAB W/ (2) 0 DIA. P.A.F. _i a H 1 , REVIEWED CODE COMPLIANCE APPROVED DEC ING I 12 12''x7 "x16ga SHEAR PLATE, " LONG. I3x3x1/4x5 ATTACH TO HEADER WITH (q) ATTACH TO POST AND #10 TEK SCREWS EACH SIDE. TRACK BLOCKING (2,3625162_43 TOP AND CHORDS. REFER BOTTOM C TO PLAN FOR SPACING. SIMPSON 5/H3 EACH DOUBLE JOIST. . METAL STUD WALL PLACE A STUD UNDER EACH TRUSS. FACES. SHEATHING BOTH FAC. REFER TO ^ 8.0. JOIS \ \ i[ BETWEEN STUDS, TYP. CONT. LSx3x1 /4 LLV. ATTACH CEILING FRAMING TO N OR. LEG WITH (2)#10 TEK SCREWS MIN. ATTACH TO EACH STUD WITH (3) #10 TEK SCREWS 80X N. - 1p - HEADER _ — N ATTACH TO STUD W/ (3) #10 TEK SCREWS = =� BASE PLATE W/ (3) + + f + #N, 10 TEK SCREWS MIN. ( BOTH SIDES OF POST ) 3' - 5 1/4" " J][ 3 6 � TRIPL STUD P OST DSGNR: MB ,�,� ,� o o 3x6 ROUGH TIMBER STEEL POST BEYOND. REFER TO PLAN. (1) #10 TEK SCREW @ A gxgxt /4 PLATE W/(4) B ASE PLATE ARCH. DRAWINGS. ATTACH WITH s8 WAFER HEAD SELF- DRILLING FASTENERS SPACED 7' MAX. AT PANEL. EDGES AND INTERMEDIATE STUDS. I I 12 IN EACH LEG OF HILTI KWIK BOLT III POST EXPANSION BOLTS W/ 2" MIN. EMBEDMENT I I I SCALE:AS NOTED SECTION AT ENTRANCE PORCH SCA LE 1/2' F I'- 0" 2 SECTION AT ENTRANCE PORCH SCALE 1' • 1'- 0" 3 SECTION AT ENTRANCE PORCH L BUILDIN(_. _ SCALE 1' x 1'- Cr CODED NOTES FRAMING PLAN NOTES - REGISTERED ARCHITE Chit . - >; e osrschlag ; 1r" . WAS N 'G3ON 0 6005162 -43 METAL STUDS @ W O.G. Q ROOF FRAMING CONSTRUCTION: JOIST /WOOD ASSEMBLY, 3625162 -43 JOISTS TOP AND BOTTOM WITH 3x6 ROUGH TIMBER OVERHANG, REFER TO PLAN FOR SPACING AND LENGTH. REFER TO DETAIL 51.2 -I FOR ADDITIONAL INFORMATION. Q POST CONSTRUCTION: (3)6005162 -43 WITH (2) 600T125 -43. WITH BASE PLATE 1 /4xq'xq' MD (4)1/4' HILT! K153 DRILLED ANCHORS (2 EMBEDMENT). ATTACH TRACK TO STUDS WITH (1) #10 TEK SCREW @ 12" O.G. IN EACH LEG. Q HEADER CONSTRUCTION: BOX HEADER WITH (2 )10005200 -54 AND 6001125 -45 TRACKS TOP AND BOTTOM. MIN. ONE 43 MILS BEARING STUD PLUS ONE FULL HEIGHT STUD E.E. Q HEADER CONSTRUCTION: BOX HEADER WITH (2)10005162 -54 AND 60T012��� �� STUD E.E. ..._ D8 BOTTOM. MIN. ONE 43 MILS BEARING STUD PLUS ' Q AT COLUMN LINES 1-6 AND A, G.G. TO ALLOW A 6" SPACE BETWEEN FRAMING MEMBERS AS REQUIRED TO RECEIVE (2) 3x6 ROUGH TIMBER MEMBERS. Q AT INTERMEDIATE FRAMING BETWEEN COLUMN, G.G. TO LEAVE 3" GAP AS ,i REQUIRED TO RECEIVE (1) 3x6 ROUGH TIMBER 1. DESIGN LIVE LOAD • 20 PSF ROOF LIVE LOAD. 2. INFORMATION SHOWN FOR THE DCISTING BUILDING HAS BEEN TAKEN FROM DRAWINGS AND HAS NOT BEEN VERIFIED IN THE FIELD. CONTRACTOR SHALL VERIFY ALL RELEVANT CONDITIONS AND DIMENSIONS BEFORE PROCEEDING WITH THE PROJECT. NOTIFY THE ARCHITECT OF ANY UNEXPECTED FIELD CONDITIONS. ~... 3. FRAMING CONSTRUCTION: 5/8' FIRE RETARDANT TREATED (FRT) PLYWOOD DECK OVER 1x4 FRT RECEIVED LUMBER OVER LIGHTGAGE METAL JOISTS. REFER TO 51.2 -1. CITY OF TUKWILA ATTACH DECK TO 2x4 WITH 8d NAILS @ 12' O.C. ATTACH 2x TO TRUSSES WITH (2)#12 -24x2 3/4' TEK \J'V 2 8 i. SCREWS (ITW BUILDER) AT EACH LIGHTGAGE JOIST. 4. ELEVATIONS 51 -1OWN ARE BEARING OF JOISTS UNLESS NOTED OTHERWISE. PrL1•" iii f ddwat i ER 5. DIMENSIONS ARE TO FACE OF TRUSSES OR STUDS UNLESS NOTED OTHERWISE. 6. REFER TO GENERAL STRUCTURAL NOTES ON SWEET 52.1 FOR ADDITIONAL INFORMATION. , ABFC50017 SHEET S 1.2 7 li SOLID BLOCKING AT BRACING LOCATIONS CONTINUOUS HOR IZONTAL BRACING T *B 3625162 -43 SEE PLAN FINISH FLOOR SEE ARCHITECTURAL X16" METAL DECK 1 1/2 "x43 MILS FLAT STRAPS DIAGONAL BRAG ING ATTACHED PERPENDICULAR TO WALLS TO 4 STUDS. SPACE 24' -0" MAX. EXISTING CONC. FLOOR ELEVATED FLOOR HALLS REFER TO 52.1 -1 3625162 -43 STUDS AT 16" O.G. WITH CONT. 43 MIL TRACK TOP BOTTOM. 3625162 -43 STUDS AT 16" O.C. TAPER TOP AND BOTTOM 43 MIL TRACKS AT LON END. LON END HEIGHT = 2" HIGH END TO MATCH TOP OF RAMP ELEVATION. PROVIDE BLOCKING AT LOW END. TAPERED FILL MATERIAL SEE ARCH. EXISTING CONC. FLOOR SLAB #I0 TEK SCREW AT 12" O.G. q /16" METAL DECK VARIES SEE ARCH 0' -o" T.O. SLAB CONT. 43 MIL TRACK LIGHT GAUGE JOISTS REFER TO PLAN. SOLID BLOCKING AT MID -SPAN OR 8' -0" MAX. SEE PLAN T.O. STEEL 0' -0" T .O. (E) DECK 3625162 -43 AT TRUSS LOCATIONS WITH (2) #10 TEK SCREWS E.E. 3625162 -43 STUDS @ 16" TO MATCH TRUSS LOCATIONS. SEE ARCH. FRT WOOD ELEVATED FLOOR. HORIZONTAL AND DIAGONAL BRACING LIGHT -GAUGE TRACK PLUS WALL 0' -0" T.O. (E) DECK DETAIL AT WALL DIAGONAL BRACING 9/16" METAL DECK SEE PLAN T .O. STEEL 0' -0" T.O. (E) DECK SECTION AT ENTRANCE PLATFORM DIAGONAL BRACING (ONE SIDE) 1 1/2" x 43 MILS ATTACHED TO 4 STUDS. SPACE BRACING 20' - 0" O.G. ALONG WALLS AND AT WALL ENDS. 3625162 -43 AT 16" O.G. WI TN 362T300 -65 CONTINUOUS TOP AND 362T125 -43 CONTINUOUS BOTTOM 0.145" DIA. P.A.F. AT 24" O.C. 3/4" MAX. EMBED. BUILT -UP STUD WALL, REFER TO 52.1 -10 3625162 -43 STUDS @ 24" TO MATCH TRUSS LOCATIONS. SEE ARCH. EXTG. CONC. FLOOR SLAB 9f6" METAL DECK r 32 " O .C. TYP. ELEVATED FLOOR SUPPORT X(6" METAL DECK -■ SECTION AT RAMP FINISH FLOOR SEE ARCI -I ICTECTURAL )NTINUOUS TOP TRACK ,2T300 -68. ATTACH STUDS TRACK WITH (2) #10 TEK TREWS IN EACI -I LEG. aS162 -43 AT 16" O.G. WITH , 2T300 -68 CONTINUOUS TOP 4D 362T125 -43 CONTINUOUS 71 REFER TO DETAIL ?.1 -I FOR STRAP BRACING _ONG WALL. REFER TO ARCH. DRAWINGS FOR FINISH ELEVATIONS. LIGHT -GAGE TRACK PLUS WALL REFER TO 52.1 -1 5f6" METAL DECK--A HORIZONTAL AND DIAGONAL BRACING. REFER TO 52.1 -4 SEE PLAN T .O. DECK CONTINUOUS 6005162 -54 (50 K5I) W/ (2) #10 TEK SCREW EACI -I STUD. - 0.145" DIA. P.A.F. @ 24" O.C. EXTG. CONC. FLOOR SLAB 9f6" METAL DECK CONTINUOUS NOR. BRACING T.4B. REFER TO 52.1 -4 DIAGONA BRACING 3625162 -43 FULL 14EIGI-IT METAL STUDS @ 16" O.G. PARTITION WALL 3625162 -43 STUDS AT 16" O.C. WITH CONT. 43 MIL TRACK TOP 4 BOTTOM, LOCATE EA. WALL AT 16" O.G. 2' MAX. 3%" OR 6" WALL. HORIZONTAL AND DIAGONAL BRACING. REFER TO 52.1 -4. SECTION AT FULL HEIGHT WALLS SECTION AT FULL HEIGHT WALLS NOT USED CONTINUOUS 6005162 -54 (50 KS I ) W/ (2) #12 TEK SCREWS EACH STUD. REFER TO SECTION 52.1 -1 FOR INFORMATION NOT SHOWN REFER TO ARCH. FOR HANDRAIL INFORMATION SECTION AT RAMP LIGHT -GAUGE STEEL TRACK PLUS WALL- 5(6," METAL DECK EXTG. CONC. FLOOR SLAB ELEVATED FLOOR WALLS REFER TO 52.1 -1 0' _0" T .O. ?7 DECK LIGHT -GAUGE TRACK PLUS WALL REFER TO 52.1 -1 HORIZONTAL AND DIAGONAL BRACING. REFER TO 52.1 -4. EXISTING SLAB RECEIVED CITY OF TUKWfLq 1,'j v 2 8 PEFiiVj 1 C�E4 i ER DIAGONAL BRACING REFER TO 52.1 -1 GENERAL STRUCTURAL NOTES A. GENERAL 1. THE STRUCTURE ED TO BE SELF - SUPPORTING AND STABLE AFTER THE BUILDING 1S FULLY COMPLETED. IT 15 SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE, AND TO ENSURE THE STABILITY OF THE SU I LDING AND ITS COMPONENT PARTS, AND THE ADEQUACY OF TEMPORARY OR INCOMPLETE CONNECTIONS, DUR 1 NG ERECTION . TI-115 INCLUDES THE ADDITION OF ANY SHORING, SHEETING, TEMPORARY GUYS, BRACING OR TIEDOWNS THAT BE NECESSARY. SUCH MATERIAL 15 NOT SHOWN ON DRAWINGS. IF APPLIED, THEY fE REMOVED AS CONDITIONS PERMIT, AND 51-4ALL REMAIN THE CONTRACTOR'S PROPERTY. THE ENGINEER EXPERTISE IN, AND TAKES NO RESPONSIBILITY FOR, CONSTRUCTION MEANS AND METHODS OR JOS SITE SAFETY DURING CONSTRUCTION. PROCESSING AND /OR APPROVING SUBMITTALS MADE BY THE CONTRACTOR N MAY CONTAIN INFORMATION RELATED TO CONSTRUCTION METHODS OR SAFETY ISSUES, OR PARTICIPATION IN MEETINGS WHERE SUCH ISSUES MIGHT BE DISCUSSED, SHALL NOT BE CONSTRUED AS VOLUNTARY ASSUMPTION BY LEER OF ANY RESPONSIBILITY FOR SAFETY PROCEDURES. 2. IT 15 SOLELY THE RESPONSIBILITY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER 15 NOT ENGAGED IN, AND DOES NOT SUPERVISE, CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY NAY RELATED TO HVAC, PLUMBING, OR ELECTRICAL REQUIREMENTS ARE 5I -4OWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL COORDINATE TI-115 INFORMATION WITH THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS SHALL BE BORNE BY THE APPROPRIATE CONTRACTOR. 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT VI ITI -1 THESE STRUCTURAL NOTES, OR WITH EACI -I OTHER, THE STRICTEST PROVISION SHALL GOVERN. 5. GOVERNING CODE: 20% IBC WITH WASHINGTON AMMENDMENTS A. SEE PLANS FOR DESIGN LIVE LOADS. B. DESIGN PARAMETERS 1. INTERNAL DESIGN PRESSURES = 5 PSF INTERIOR PRESSURE 2. NEW FLOOR DEAD LOAD = 10 PSF a. WEIGHT OF TRUSSES PLUS METAL DECK = 3 PSF b. MEP UNDER TI-1E ELEVATED FLOOR = I PSF c. FLOOR FINISHES ABOVE DECK = 6 PSF C. ARCHITECTURAL COMPONENTS SEISMIC DESIGN PARAMETERS 1. SEISMIC USE GROUP = 11; IMPORTANCE FACTOR = 1.25 2. MAPPED SPECTRAL RESPONSE ACCELERATION AT SHORT PERIOD (5s) = 1 .424 3. MAPPED SPECTRAL RESPONSE ACCELERATION AT ONE SECOND PERIOD (51) = 0.488 4. SITE CLASS = E 5. SPECTRAL RESPONSE COEFFICIENT AT SHORT PERIOD (Sds) = 0.854 6. SPECTRAL RESPONSE COEFFICIENT AT ONE SECOND PERIOD (5d1) = 0.781 7. SEISMIC DESIGN CATEGORY = D 5. SEISMIC RESPONSE COEFFICIENT (Cs) = 0.060 (ELEVATED FLOOR); 0.121 (PORCH ROOF) . DESIGN BASE SHEAR = 5400 L55 FOR ELEVATED FLOOR; 600 LESS FOR PORCH ROOF. 10. SEISMIC RESISTING SYSTEM = LIGHT FRAME WALLS WITH FLAT STRAPS BRAGING (ELEVATED FLOOR) LIGHT FRAME WALLS WITH SHEAR PANELS OF ALL OTHER MATERIALS (PORCH ROOF) 11. RESPONSE MODIFICATION FACTOR (R) = 4 (ELEVATED FLOOR); 2 1/2 (PORCH ROOF); DEFLECTION AMPLIFICATION FACTOR (CD) = 3 1/2 (ELEVATED FLOOR); 2 1/2 (PORCH ROOF) 12. DESIGN BY EQUIVALENT LATERAL FORCE PROCEDURE. B. METAL DECK 1. SPECIFICATIONS AND STANDARDS: A. DESIGN, FABRICATION, AND ERECTION OF STEEL DECK SHALL BE GOVERNED BY THE LATEST EDITION OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI), "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS ". ALL PROPERTIES OF STRUCTURAL DECK SHALL BE PUBLISHED IN THE MANUFACTURER'S CATALOG. B. ANS D1.3 "SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES " G. WELDING SI -IALL BE PERFORMED BY QUALIFIED OPERATORS. 2. SUBMITTALS: A. SUBMIT SHOP DRAWINGS FOR APPROVAL BY ARCHITECT AND THEN SUBMIT TO TI-4E BUILDING OFFICIALS FOR APPROVAL PRIOR TO FABRICATION. INDICATE DECKING PLAN, DECK PROFILE DIMENSIONS, ANCHORAGE REQUIREMENTS, PROJECTION, OPENINGS AND REINFORCEMENT, FINISHES, APPLICABLE DETAILS AND ACCESSORIES. SHOP DRAWINGS SUBMITTALS 51-IALL CONSIST OF A MINIMUM OF 5 PRINTS OF EACH DRAWING. 3 . MATERIALS: A. PAINTED STEEL DECK: ASTM A611, Fy= 33,000 PSI MIN. B. WELDING ELECTRODES: ANS A5.1 OR A5.15 SERIES E60. 4. ERECTION AND CONNECTIONS= A. MINIMUM BEARING OF THE DECK SHALL BE 1 1/2" UNLESS NOTED OTHERWISE. SPAN CONDITION! 3 OR MORE. B. ATTACH STEEL DECK TO SUPPORTING STEEL MEMBERS AND AT PERIMETER WITH #12 -14 TEK SCREWS AT A MAXIMUM AVERAGE SPACING OF 12" UNLESS NOTED OTHERWISE. C. FASTEN SIDELAPS WITH A #10 -16 TEK SCREW AT MID -SPAN BETWEEN SUPPORTS UNLESS NOTED OTHERWISE. D. OPENINGS CUT IN THE METAL DECK SHALL BE SUPPORTED ON STEEL C- JOISTS FRAMES AS SHOWN ON DRAWINGS COORDINATE SIZES AND LOCATIONS WITI -I THIE MECI- IANICAL AND ARCHITECTURAL DRAWINGS C. LIGHT GAUGE METAL FRAMING_ 1. SPECIFICATIONS AND STANDARDS: A. ALL STRUCTURAL PROPERTIES OF LIGHT-GAUGE METAL FRAMING SHALL BE COMPUTED IN ACCORDANCE WITH AISI "SPECIFICATIONS FOR T1-4E DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" AND SHALL BE PUBLISHED IN TI-4E MANUFACTURER'S CATALOG. B. ANS D13 "SPECIFICATION FOR WELDING SHEET STEEL IN STRUCTURES ". WELDING SHALL BE DONE SY QUALIFIED OPERATORS. 2. SUBMITTALS: A. SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE ARCHITECT, THEN SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE BUILDING OFFICIALS. SHOP DRAWINGS SHALL BE PREPARED UNDER SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER, INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION, ASSEMBLY, AND ERECTION OF COLD FORMED STEEL MEMBERS, PROCEDURES AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, BRIDGING, AND OTHER PERTINENT DATA. INCLUDE LOADING AND DEFLECTION CRITERIA. SHOP DRAWINGS SUBMITTALS SHALL CONSIST OF A MINIMUM OF 3 PRINTS OF EACH DRAWING. 3. MATERIALS: A. FRAMING MEMBERS 54 MILS AND HEAVIER: ASTM A1003, GRADE 50, TYPE I-1 8. FRAMING MEMBERS 43 MILS AND LIGHTER: ASTM A1003, GRADE 33, TYPE H. B. ALL FRAMING MEMBERS TO BE "C" SHAPED WITH A MINIMUM FLANGE WIDTH OF 1 5/5" UNLESS OTHERWISE NOTED. C. ALL TRACK AND BRIDGING MATERIALS, Fy = 33,000 P5I MIN. D. ALL FRAMING MEMBERS SHALL BE GALVANIZED. E. WELDING ELECTRODES: ANS A5.I, A5.5 OR A5.16 SERIES E60 . FOR HORIZONTAL WIND PRESSURE AND SEISMIC LOADS SEE GENERAL STRUCTURAL NOTES. B . CONNECTIONS: A. CUT ALL FRAMING COMPONENTS TO FIT SQUARELY AGAINST ABUTTING MEMBERS AND HOLD FIRMLY IN POSITION UNTIL PROPERLY FASTENED. B. ALL PANELS SHALL BE SQUARE AND BRACED AGAINST RACKING. C. LIGHT -GAUGE METAL FRAMING CONNECTIONS TO BE FASTENED TOGETHER WITH A MINIMUM OF (2) #10 -16 SCREWS OR AS SHOWN ON THE PLANS. 6. ERECTION= A. ATTACH TRACK SECURELY TO THE FLOOR AND OVERHEAD STRUCTURE_ B. SEAT STUDS SQUARELY TO THE FLOOR AND OVERHEAD TRACK AND ATTACH SECURELY. C. SPLICES IN STRUCTURAL FRAMING MEMBERS ARE NOT PERMITTED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. D. PROVIDE SOLID BLOCKING IN FLOOR CONSTRUCTION UNDER POSTS, MULTIPLE STUDS OR BEAM BEARINGS. E. PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO JOIST SPAN. F. DO NOT ALLOW AXIAL LOADS TO STUDS UNTIL ALL BRIDGING, CONNECTIONS, AND ATTACHMENT OF COLLATERAL MATERIALS ARE COMPLETE. G. ATTACH V -BAR BRIDGING TO BOTI -1 FLANGES OF NALL STUDS TO PREVENT STUD ROTATION_ BRIDGING ROWS SHALL BE SPACED AT 4' - 0" O.C. OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. H. ATTACH V.-BAR BRIDGING TO BOTH FLANGES OF JOISTS TO PREVENT JOIST ROTATION. ATTACH SOLID BRIDGING BETWEEN JOISTS AFTER EVERY 10' - LENGTH OF V -BAR BRIDGING. BRIDGING ROWS SHALL BE SPACED IN ACCORDANCE WITH THE FOLLOWING PROVISIONS OR PER MANUFACTURER'S RECOMMENDATIONS. SOLID BLOCKING OR BANDING IS REQUIRED AT JOIST BEARING AT ALL SUPPORTS. SPANS 0" TO 7' - 0" - NO BRIDGING. SPANS 7'4" TO 14' -0" - ONE ROW AT MIDSPAN SPANS 14' --1" TO 20' - 0" - TWO ROWS AT THIRD POINTS. I. PROVISIONS SHALL BE MADE FOR STRUCTURE VERTICAL MOVEMENT AT PARTITIONS AND CURTAIN NALL INFILL AND WHERE INDIGATED USING VERTICAL SLIP TRACK AND VERTICAL SLIDE CLIPS. PROVIDE V -BAR BRIDGING TO BOTH FLANGES OF NALL STUDS WITHIN 6" OF THE SLIDE TRACK LOCATIONS. 7. BOTTOM OF STUD WALLS SHALL BE ANCHORED TO FOUNDATION WALLS WITH MINIMUM 0.145" DIAMETER POWDER - ACTUATED FASTENERS AT A MAXIMUM SPACING OF 2' -0" ON CENTER WITH MINIMUM 3/4" EMBEDMENT, UNLESS NOTED OTHERWISE. 8. MAXIMUM HORIZONTAL DEFLECTION: L/360 AT WALLS. L /600 AT JAMB STUDS. 1 . LIGI -IT -GAUGE TRUSS NOTES: A. SPECIFICATIONS AND STANDARDS: UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL DESIGN, DETAILING, FABRICATION AND ERECTION OF PREFABRICATED TRUSSES SHALL BE IN ACCORDANCE WITI -I AISI "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS ". TRUSS COMPONENTS MINIMUM THICKNESS = 43 MIL. B. SUPERIMPOSED DEAD LOAD = 20 PSF, SEE PLANS FOR SUPERIMPOSED LIVE LOAD. C. TRUSS MANUFACTURER SHALL DESIGN AND SUPPLY ALL HANGERS AND CONNECTIONS FOR INTERSECTING TRUSSES. D. SUBMITTALS: TI-4E MANUFACTURER SHALL SUBMIT, FOR APPROVAL SY TI-4E ARCHITECT, THEN FOR APPROVAL BY BUILDING OFFICIALS, DETAILED SHOP DRAWINGS. THE SHOP DRAWINGS SHALL CONTAIN ALL DESIGN CRITERIA, LAYOUT, MEMBER SIZES, MATERIAL STRENGTH, DESIGN STRESSES, CONNECTION DETAILS AND BRACING REQUIREMENTS AND LOCATIONS. THE SHOP DRAWINGS SHALL BEAR THE SEAL OF AN OHIO REGISTERED PROFESSIONAL ENGINEER. SUBMITTALS SHALL CONSIST OF A MINIMUM OF 5 PRINTS OF EACH DRAWING. E. ADJACENT TRUSSES OF THE SAME PROFILE 51-IALL HAVE WEB MEMBERS IN LINE TO ALLOW PASSAGE OF DUCTS. F. ERECTION: 1) VERIFY LANDLORD'S RESTRICTIONS AND PROCEDURES REGARDING PENETRATIONS AND ANCHORAGE TO THE SLAB AND WALLS BEFORE PROCEEDING WITH WORK. VERIFY THE MAXIMUM TRUSS LENGTH TWAT CAN BE 51-1IPPED TO THE TENANT SPACE. 2) ALL TRUSSES SHALL BE BRACED DURING ERECTION_ ERECTION BRACING SHALL HOLD TRUSSES STRAIGHT AND PLUMB UNTIL DECKING AND PERMANENT BRACING HAVE BEEN FASTENED. PROPER HANDLING AND ERECTION BRACING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3) PROVIDE AND INSTALL PERMANENT TOP AND BOTTOM HORIZONTAL AND DIAGONAL BRACING OF WALL MEMBERS AS INDICATED ON THE PLANS. HORIZONTAL BRACING TO BE CONTINUOUS 362S162 -43 ATTACHED TO STUDS WITH (2) #10 -16 SCREWS AND SECURELY ANCHORED AT EACH END AND TERMINATED WITH DIAGONAL BRACING. IN ADDITION, DIAGONAL BRACING 51-4ALL BE PROVIDED PERPENDICULAR TO WALL MEMBERS AT 14' -0" MAXIMUM INTERVALS AT HORIZONTAL BRACING LOCATIONS. DIAGONAL BRACING TO BE 3 "x43 MILS FLAT STRAPS. E. ABBREVIATIONS: ARCH. = ARCHITECT OR. ARCHITECTURAL DRAWINGS. 8. = BOTTOM CONT. = CONTINUOUS DIA. = DIAMETER (E) = EXISTING EXTG. = EXISTING E.E. = EACH END E. F. = EACH FACE F.V. = FIELD VERIFY GALV. = GALVANIZED MEP = MECHANICAL /ELECTRICAL/PLUMBING DRAWINGS LLH = LONG LEG HORIZONTAL .LV = LONG LEG VERTICAL N.T.S. = NOT TO SCALE O.C. = ON CENTER POWDER ACTUATED FASTENER S.O.G. = SLAB ON GROUND T. = TOP T.O.B. = TOP OF BEAM ELEVATION T.O.P. = TOP OF PIER ELEVATION T.O.S. = TOP OF SLAB ELEVATION T.O.J. = TOP OF JOISTS ELEVATION T.O.T. = TOP OF TRUSS ELEVATION T.O.W. = TOP OF NALL ELEVATION TYP. = TYPICAL U.N.O. = UNLESS NOTED OTHERWISE N.N.R. = WELDED WIRE REINFORCING U U 0 a C W Ce z Q v a co =W� CO U) la a ID w I- I- W J W Li 0 i WW 0 REGISTERED MG11ThCT ;of1ag WON ABFC50017 SHEET S2.1 O OW z 5 U i Aix 2 U Z L W U