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HomeMy WebLinkAboutPermit D08-379 - WESTFIELD SOUTHCENTER MALL - MARC ECKO - TENANT IMPROVEMENTMARC ECKO CUT 837 SOUTHCENTER MALL D08 -379 SEW 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.citukwila.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.: D08 -379 Occupant /Tenant: MARC ECHO CUT & SEW Building Address: 837 SOUTHCENTER MALL, SUITE NO. Parcel No.: 6364200010 Property Owner: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA 92013 Use: RETAIL Occupancy Group/Division: M Type of Construction: IIB Automatic Sprinkler System: Provided: Required: Design Occupant Load: BUILDING 69 FFICIAL DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Parcel No.: 6364200010 Address: 837 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: MARC ECHO CUT & SEW Address: 837 SOUTHCENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: Contractor: Name: J E M CONSTRUCTION INC Address: 29506 8TH AVE S , ROY, WA 98580 Phone: 253 843 -2765 Contractor License No: JEMCOI *033DD doc: IBC -10/06 Cityrf 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 Contact Person: Name: KEVIN WENDELL Address: 100 EAST SWISSVALE AV , PITTSBURG PA 15218 Phone: 412 243 -3430 X 236 DEVELOPMENT PERMIT Permit Number: D08 -379 Issue Date: 08/21/2008 Permit Expires On: 02/17/2009 Value of Construction: $145,000.00 Fees Collected: $2,958.83 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: 11B Occupancy per IBC: 0019 Expiration Date: 05/12/2009 DESCRIPTION OF WORK: NEW TENANT IMPROVEMENT: CONSTRUCTION OF NEW STOREFRONT, PARTITION WALLS, DEMISING GWB, AND ADDITION OF FINISHES AND FIXTURES. * * continued on next page ** D08 -379 Printed: 08 -21 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: doc: IBC -10/06 City aliTukwila S 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 N N N Permit Number: D08 - 379 Issue Date: 08/21/2008 Permit Expires On: 02/17/2009 Number: 0 Size (Inches): 0 Start Time: End Time: Volumes: Cut 0 c.y. Fill 0 c.y. Start Time: End Time: Private: Public: Profit: N Non - Profit: N Private: Public: Date: V l "0 V 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 performance of work. I am authorized to sign and obtain this development permit. Signature: .�n� Date: e [ 6 U Print Name: . V• 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. D08 -379 Printed: 08 -21 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 837 SOUTHCENTER MALL TUKW MARC ECHO CUT & SEW 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • 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: Status: Applied Date: Issue Date: D08 -379 ISSUED 07/18/2008 08/21/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 9: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 10: 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. 11: 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. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 13: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 14: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary doc: Cond -10/06 D08 -379 Printed: 08 -21 -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 sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 16: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 17: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 18: 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. 19: ** *FIRE DEPARTMENT CONDITIONS * ** 20: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 21: Maintain fire extinguisher coverage throughout. 22: 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 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) 23: 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) 24: 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) 25: 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) 26: The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component as specified in this chapter. Obstructions shall not be placed in the required width of a means of egress except projections permitted by this chapter. The required capacity of the means of egress system shall not be diminished along the path of egress travel (IFC 1003.6) 27: 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) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Cond -10/06 D08-379 Printed: 08-21 -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 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) 30: 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) 31: 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) 32: 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) 33: 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) 34: Combustible material shall not be stored in exits or exit enclosures. (IFC 315.2.2) 35: 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) 36: 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) 37: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 38: 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) 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: 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) 41: 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) doc: Cond -10/06 D08 -379 Printed: 08 -21 -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 42: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 43: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (IFC 703.1) 44: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 45: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 46: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond - 10/06 * *continued on next page ** D08 -379 Printed: 08 -21 -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 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 construction or the performance of work. Signature: Print Name: doc: Cond - 10/06 D08 - 379 Date: u ( ` CYO ordinances governing or local laws regulating Printed: 08 -21 -2008 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.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 Print ** SITE LOCATION Site Address: & King Co Assessor's Tax No.: 36410 - 0010 Tenant Name: MA e_ C Gc..K t2 CIAr £ 5 Lv Property Owners Name: tli t i F r EL-0 CO K. Pc'"R1{ T 10 i V Mailing Address: 1I 60( Ilf LLH11Z.E 150 ktCEV4 - V'0 Il Fl--R. CONTACT PERSON - who do we contact when your permit is ready to be issued Name: KCVO.) L I J r N�� La-°, i_Arr.I 6 1 A/ 4 rtE,U1 Mailing Address:10 0 % ST zJLv i 1S vox, A-tic- -a k E -Mail Address: 1 J . W C et-i- i'n l (y e 4 .13 • L eel') GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (p Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: ARCHITECT OF RECORD - All plans must be wet stamped by Architect ecord Company Name: CO QL1 - I^ 3 JO 0 l'►) P,,(- t A.) 4 12..CH I TC-Gr' Mailing Address: 71 I 0. E C, L-10 C IZ. (Sit n R f.1 w T City State zip Contact Person: i=.-��€ S Ak iT H Day Telephone: (617 - 3 S 5 G 9 b E -Mail Address: /1J/4 Fax Number: 11'7 _ 6 3 5 -- 56 99 stamped ENGINEER OF RECORD - All pl ans must be we by Engineer of Record Company Name: HA- Lt.(3 L. l7 ►.)GIL)i =l' (- Mailing Address: 17 5 Cf irvi '►1 K(,G CO (4 gT Contact Person: KEN 5IZ E -Mail Address: 1S5 &.).k KC- -- 1-I4u...- 66-9,6 -C46 t Ee•KI *6- • Co Al Q:' Applications'Forms- Applications On Line'3 -2006 - Permit Application doc Revised: 9 -2006 66 Mechanical Permit N Plumbing /Gas Permit No. Building Permit No Public Won office use only) Suite Number New Tenant: City Cak State Day Telephone: 412... rrsi5 fl PA City Fax Number: +1 371 State State Floor: I Yes ❑ .. No I 5 5 /0 2.5 Zip -34-30 x /36 /521Y Zip Zip work:- ee - t-4- rY1A) 5 City State Zip Day Telephone: 6 5 j ' 7 4 ' ' - 1100 Fax Number: G 51 - 74- v') 370 Page 1 of 6 BUILDING PERMIT INFORMATION 206 -431 -3670 Valuation of Project (contractor's bid price): $ ('1'5, 000 Existing Building Valuation: $ 2-3 5 ! 0 (rvl'it) Scope of Work (please provide detailed information): I 'real 0 (;& TGIiJ4NT Eli Our 0 q N6 �^/� DG Yn15Ep 5P W R r►CW S ELri O nl F Aki € KtS`r(M6 f to K CaNGrg,kerlotu or ar✓k: 5 fRP►•► ft4-IU7 )4U6, 1 r iSiNG G-YP, a0. Aoortioto of 400 Fltrpt12e -5. ftL6° AY?Olfl7l--k Dr- S`\7 Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. P oxide All Building Areas in Square Footage Below PLANNING DIVISION: 4/ /,Q 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers �] Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes X No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM • /j14 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications'Fomts- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -200fi bb Page 2 of 6 Existing Interior Remodel Addition to Existing Structure l lew Type of Construction per IBC Type of Occupancy per IBC Is' Floor I I - —` 2n Floor 3r' Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION 206 -431 -3670 Valuation of Project (contractor's bid price): $ ('1'5, 000 Existing Building Valuation: $ 2-3 5 ! 0 (rvl'it) Scope of Work (please provide detailed information): I 'real 0 (;& TGIiJ4NT Eli Our 0 q N6 �^/� DG Yn15Ep 5P W R r►CW S ELri O nl F Aki € KtS`r(M6 f to K CaNGrg,kerlotu or ar✓k: 5 fRP►•► ft4-IU7 )4U6, 1 r iSiNG G-YP, a0. Aoortioto of 400 Fltrpt12e -5. ftL6° AY?Olfl7l--k Dr- S`\7 Will there be new rack storage? Yes ❑.. No If yes, a separate permit and plan submittal will be required. P oxide All Building Areas in Square Footage Below PLANNING DIVISION: 4/ /,Q 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: Sprinklers �] Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes X No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM • /j14 ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q: Applications'Fomts- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -200fi bb Page 2 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty 0 Furnace <100K BTU 0 Air Handling Unit >10,000 CFM 0 Fire Damper f 0 -3 HP 100,000 BTU Furnace>I OOK BTU C Evaporator Cooler C' Diffuser (l 3 -15 HP /500,000 BTU 0 Floor Furnace O Ventilation Fan Connected to Single Duct U Thermostat i 15 -30 HP /1,000,000 BTU O Suspended/Wall /Floor Mounted Heater U Ventilation System C) Wood/Gas Stove 30 -50 HP /1,750.000 BTU C Appliance Vent Hood and Duct ' Emergency Generator 50+ HP /I ,750,000 BTU U Repair or Addition to Heat/Refrig /Cooling System C incinerator - Domestic o Other Mechanical Equipment Air Handling Unit <10,000 CFM © Incinerator — Command V4 V I3c 1,...y k �/ I, .C.rkt C. i-re4r MECHANICAL PERMIT INFORMATION — 206- 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: - rep Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Mechanical work (contractor's bid price): $ 3 0 C' c'O Scope of Work (please provide detailed information): I N) 11 it/4 IT CAT Cr Ol✓ Yh IS OD 5e4CC 1 kr k *TGW SEC- T/O -' OF A KJ L° KIST/ MG- Q1 t170 vF My 60V ANL R1<--47 -0 pKGy weAlz, TO comp / C- /STt m LUiT N1u 5PPrcC. Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... Replacement .... ❑ Fuel Type: Electric pc, Gas .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Q: Applications'Forms- Applications On [.ire \3 -20t16 - Permit Application.doc Revised: 9 -2006 Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty _ Fixture Type: Qty Bathtub or combination bath/shower U Drinking fountain or water cooler (per head) U Wash fountain 0 Gas piping outlets O Bidet a Food -waste grinder, commercial U Receptor, indirect waste C) Clothes washer, domestic 0 Floor drain I Sinks C> Dental unit, cuspidor Q Shower, single head trap O Urinals 0 Dishwasher, domestic, with independent drain O Lavatory ' Water Closet i Building sewer or trailer park sewer © Rain water system — per drain (inside building) O Water heater and/or vent {{ 1 Additional medical gas inlets /outlets — six or more !, U Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors ,- v Repair or alteration of water piping and/or water treating equipment ll Repair or alteration of drainage or vent piping �` U Medical gas piping system serving one to five inlets /outlets for specific gas �^.\\ V • Q:' pplications\Porms- Applications On Line'3 -2006 - Permit Application :doe Revised: 9 -2006 hh PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: � 6 co 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): $ 12. ® Valuation of Gas Piping work (contractor's bid price): $ $J /4 Scope of Work (please provide detailed information): I IJ TThI 6!Z TE 1. EI T o -r b F R New 4-y oe rnISEp sal c c; Isu A N 6 Se - c9F Aar Exismu6- PoTE21ofC. rl- -L- Building Use (per Int'l Building Code): P\ 6Rc--A A171 LC Occupancy (per Int'l Building Code): 69 rC'TAt - OG Lo #-Q Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 OWNER9R AUT ► ' IZED AGENT: g Date: 7 / i 4-/ � Si nature: . Print Name: ke Li (U E uotti -- I Date Application Accepted: Mailing Address: I00 E i-K0 S ti.l55 ✓'.4 41/cAi,4c (ItApplications'Fomis- .Applications On Linei3- 2006 - Pernik Application.doc Revised: 9 -2006 bh Date Application Expires: Day Telephone: 1 v x' 236" P1 77,jjti2c4-i City bl1,l State Zip Staff Initials: Page 6 of 6 Parcel No.: 6364200010 Permit Number: D08 -379 Address: 837 SOUTHCENTER MALL TUICW Status: APPROVED Suite No: Applied Date: 07/18/2008 Applicant: MARC ECHO CUT & SEW Issue Date: Receipt No.: R08 -03015 Initials: WER User ID: 1655 Payee: J E M CONSTRUCTION TRANSACTION LIST: Type Method Descriptio Amount Payment Check 9583 1,795.00 ACCOUNT ITEM LIST: Description BUILDING - NONRES STATE BUILDING SURCHARGE 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 RECEIPT Account Code Current Pmts 000/322.100 000/386.904 Payment Amount: $1,795.00 Payment Date: 08/21/2008 08:54 AM Balance: $0.00 1,790.50 4.50 Total: $1,795.00 doc: Receiot -06 Printed: 08 -21 -2008 Doc: RECSEfS -06 RECEIPT NO: R08 -02638 Initials: JEM User ID: 1165 SET TRANSACTIONS: Set Member Amount ACCOUNT ITEM LIST: Description 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 ealIM 1,163.83 EL08 -1015 94.21 M08 -188 101.50 PG08 -209 29.00 TOTAL: 1,388.54 ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT Payee: LAMI GRUBB MANAGEMENT SERVICES, INC. Payment Date: 07/18/2008 Total Payment: 1,388.54 SET ID: S000001081 SET NAME: Trap set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 0688 1,388.54 TOTAL: 1,388.54 Account Code Current Pmts 000.345.832.00.0 94.21 000/345.830 1,294.33 TOTAL: 1,388.54 5013 07/18 0716 TOTAL 1388.54 Project: 4. rr e ('ieli el/1 Type of Inspection: �.S'q� r A /4 / . A : n4» / / l Date Called: Special Instructions: Date Wanted: C1— 7-A QIJ Elm— p.m. Requester: .. Phone r2. -6 77 � INSPECTION RECORD Retain a copy with permit INSPECT . N NO. PERMIT N CITY OF TUKWILA BUILDING DIVISION 1Z- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (AO6)431 -36 licI pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: G/11 Z/A/(a /9jJnroK. f" , ( 9 v ',o /fk /i t Ir( pector: Date: ❑ $6 .9 REINSPECTION IEEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: /� COMMENTS: o Type of t nsp r , ` o D �� • ) \ . 7 L f A l Address: jt or r /.f' r 1 r. — 54),- J,ce-4 i m)it a, 0 .' iu it I A- k :Ite 4- 1 — Special Instructions: Date Wanted: - /3� .� p/ ,1 ! 1I *LPL- .0 fp_ 1 t" v f a:117,--IA /^ /' r / • �% iD 4 • W 4 rk : 5 /-1" Ke .1 ...A1(' 7) (e AI (f . A -4 '.4' .A.P \>'t l.0 _ 671q Project: / t: dd `"' o Type of t nsp r , ` o D �� • ) \ . 7 L f A l Address: jt A l p � /R i Date Called: ' Special Instructions: Date Wanted: - �� p Requester: Phone No: ' 7../1 _ 671q INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 9 ' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. orrections required prior to approval. El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Insp for: 4A / Date: Receipt No.: 'Date: Project: nA A W cerLo C)i°r'? Type of Inspection: 5 k&i SUS WAWA Add s s: Date Called: Special Instructions: Date Wanted: Crt R )C'- P, p.m. Requester: Phone No "7 I1 -z ' -6775 INSPECTION NO. INSPECTION RECORD Retain a copy with permit Doe! `375 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ►Q— 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 o(- IA Approved per applicable codes. Corrections required prior to approval. COMMENTS: .9us8 0.46 aa«;ivy 4/phveo 13 ,Ti,,m_ (loyul 0 4149,/ w ,L)/ J, ter, 41;1 t 4 (1)l El 6'.00 REINSPECTION EE REQUJ ED. Prior to inspection, fee must be d at 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. (Receipt No.: IDa7. /8 'Date: COMMENTS: 3 G� M , 4 ,,,v (-etc 1-7,.; / I J i G`,(.,4 (-of L c_A (, A G r. /> - -Cn s el !, / f /ae 4 I , ) 4 ' d .sue " A v 4± Z et zt Z (. (f (2) r BAYAk - Ae(' JC j " ,) r it ., ' / 03 - 7e4 c e._,I 1 ,'„ - t lI J ( (.3 (-o r / (f 4' D .C. () f 1 65. 5:A4- ti irJ G < @pct n t Si ( I J 10A-f A Project: T Type of Inspection: Address: r7 C C u &? ( D Date Called. Special Instructions: D Date Wanted: m� -1 (] e p.m. Requester: Phone No: 11 � ! 7 r jj 7 2 V t � 6/0 6 * S'-.3 , ! / INSPECTION NO. PERMIT NO. U CITY OF TUKWILA BUILDING DIVISION : 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 70 Approved per applicable codes. • Corrections required prior to approval. M, Inspe9t r: Date: - -5 - ❑ $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: in') ARC f e fz o C7 try Type of Inspection: SAw N_, Address: ei -3 -i )v ( ( Date Called: Special Instructions: Date Wanted: -- 4-- oe a:fn p.m. Requester: Phone No: "71gi -78' -C7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit bog-.??5 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- Approved per applicable codes. ❑ Corrections required prior to approval. 1/ COMMENTS: (7 . i (PA/A riA,P ,N4 _ , yided ■ Receipt No.: Date: c -`1v REINSPECTION FEE EQt IR . Prior to inspection, fee must be � - d at 6300 Southcenter Blvd.,'Suit- 100. Call to schedule reinspection. Date: Project: AiPiet le re- tL 4.1 ." Type of Inspection: Fii c2/1/4 Address: 13; SCA/vN. Suite #: Conta Person: Special Instructions: Phone No.: Needs Shift Inspection:: ' • Sprinklers: Fir Alarm: Hood & Duct: Monitor: . Pre-Fire: Permits: Occupancy Type: VRIMY4`. r L 4_ 3 INSPECTION NUMBER 7f -Proved per applicable codes. .1 Word/Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 PERMIT NUMBERS °6 CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila Wa. 98188 206-575-4407 COMMENTS: Got, - 0 Pcfroc, ? fiv 461 —forpw.e..ev=4;vt=36 •••■•....■ ; ri Corrections required prior to approval. Date: ,ritzt f Hrs.: $ 0.00 REINSPECTION FEE REQUIRED. You will receive an invoice from eCity of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. ForMF.P. 113 Project: /dl ter-rt tea, Sprinklers: Type of Inspection: r kr z--emi- Address: B3 4 5, C', Suite #: /)74.4, Contact Person: --5-7-0-0-if _- Special Instructions: 1ood' - re -Firs: Phone No.: Needs Shift Inspection : Sprinklers: Fire Alarm: &.Duct : - Monitor: ., 1ood' - re -Firs: Permits: Occupancy Type :. _ __ _ , - r t •,t L • INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa: 98188 206- 575 -4407 Ti Approved per applicable codes. COMMENTS: 47 ZT - Dom. -- I r'r fry 4-61.1 atie TOODIA 3 P ,ANNL Inspector: Date: / /q o8 Hrs.: V $80:00 REINSPECTION'FEE REQUIRED. You will receive an invoice from ity of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Forrn.Doc 1/13/06 INSPECTION RECORD G` ►_ "'�"f Retain a copy with permit PERMIT NUMBERS a Corrections required prior to approval. T.F.D. Form F.P. 113 • . I. �#9 'Project: M A ec C cm.° Sprinkler s: l Type of Inspection: S iPat!Jt[ti- .-- Address: bs.3 Suite #: C AA, Contact Person: 'Specia Instructions: Phone No.: :'Needs Shift Inspection: Sprinkler s: l Fire Alarm: Hood & Duct: Monitor: -Pre -Fire: Permits: Occupancy Type: • I INSPECTION NUMBER • INSPECTION . RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 ...- Approved per applicable codes. _W ar- 3 d8- -4.c• I 1 Corrections required prior to approval. :COMMENTS: 01 'CO \JL L -- 4 I Date: 9/(4 10B Hrsi: 1 • . $80.00 REINSPECTION FEE REQUIRED.. You will receive an invoice from City of Tukwila Finance Department. Call to schedule a reinspection. • /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efficiency VAV -1 Titus DTQP (Electric Coil) 34120 -10]d 2150 650 - - - Applicant Address: p p scant Phone: ] RECEIVED CITY OF TUKWILA JUL 18 2008 Mow. 311 Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA CFM or Econo? SEER or EER IPLV Location VAV - 1 Titus DTQP 60000 2150 650 - - M1 Applicant Address: p p scant Phone: ] Mow. 311 Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP /BHP Flow Control Location of Service - ® � i L E d it N® Applicant Name: r10,4 - L _ ( y Stad wi (4,441 �✓ so IC.a -• / 11 Applicant Address: p p scant Phone: ] Mow. 311 Project Info Project Address talent southcenter a NIA. IA.li Date 7/11/2008 Tukwila, WA 98188 For Building Dept. Use Ktint C OD E O rt MPLIAI APPOn Otia - ® � i L E d it N® Applicant Name: r10,4 - L _ ( y Stad wi (4,441 �✓ so IC.a -• / 11 Applicant Address: p p scant Phone: ] 2006 Washington State Nonresidential Energy Code Compliance Form IVIdbhanical Summary MECH -SUM 2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project" Description Briefly describe mechanical system type and features. El Includes Plans 'If available. 2 As tested according to Table 14 -1A through 14 -1G. 3 If required. ° COP, HSPF Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). AUG z 8 1008 � U �p , 5 Of Tukwila Drawings must contain notes requireing compliance with commissioning requlrem n ('� °S9t(14�� Compliance Option 0 Simple System 0 Complex System 0 Systems Analysis (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans, fill in the required information below. ICE ) Mechanical - Complex Systems Checklist 2006 Washington State Nonresidential Energy Code Compliance Forms j , MECH -COMP Revised July 2007 Project Address 633 southoenter Parkway Date 7/11/2008 The following additional information is necessary to check a mechanical permit application for a complex mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. For Building Department Use Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY n.a. 1431.1 Field assem. sys. Provide calculations n.a. 1432.1 Setback & shut -off Indicate separate systems or show isolation devices on plans n. a. 1432.2.1 Air system reset Indicate automatic reset n -a- 1432.2.2 Hydronic System Indicate automatic reset, cooling tower, & heat pump loop valves n. a. 1433 Air Economizer Indicate economizer on equipment schedule or provide calculations to justify exemption and demonstrate 10% higher efficiency for equipment with out economizer. n.a . 1433 Water Economizer Indicate water economizer and provide calculations if 1433 Exception 2 is utilized n. a. 1434 Separate air sys. Indicate separate systems on plans n.a. 1435 Simul. htg. & clg. Indicate that simultaneous heating and cooling is prohibited, unless use of exception is justified n.a 1436 Heat recovery Indicate heat recovery on plans; complete and attach heat recovery calculations n.a . 1437 Elec. motor effic. MECH -MOT or Equip. Schedule with hp, rpm, efficiency n.a. 1438 Variable flow sys. Indicate variable flow on fan and pump schedules n.a. 1439.1 Kitchen Hoods Indicate uncooled and unheated make -up air n.a. 1439.2 Fume Hoods Indicate VAV, unheated/uncooled or heat rec. makeup 2006 Washington State Nonresidential Energy Code Compliance Form no is circled for any question, provide explanation: Decision Flowchart Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the requirements. C Start Here T Section 1411.1 Equipmen Efficiency Shall Meet Tables 14 -1A through 14-1G as/Oil Furnac input> 225,000 tuh or Gas/0' 't Heat ny Fuel Furnac input > 225,000 Btuh? pacity of H Heating System > 00,000 Btuh? Yes 1411.1 Intermittent Ignition Device & Power Venting or Damper. If input > 225,000 Btuh then 1412.6 Modulating or Staged Combustion Controls Required Yes 1411.1 0.75% Maximum Jacket Loss Yes Section 1431.1 Calculations of Total On -Site Energy Input & Ouput Required (continued on back) Yes Section 1432.2.1 Supply Air Reset Controls Required Yes No Section 1432.2.2 Hot Water Supply Temperature Reset Required Mechanical 2008 Washington State Permit Plans Checklist Nonresidential Energy Code Compliance Forms MECH -CHK Revised July 2007 Project Address 633 Southcenter Parkway I Date 7/11/2008 The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401 -1424) 1411 Equipment performance n - a - 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency M1 n.a. 1411.1 Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 HVAC controls yes 1412.1 Temperature zones Indicate locations on plans M1 yes 1412.2 Deadband control Indicate 5 degree deadband minimum M3 n - a. 1412.3 Humidity control Indicate humidistat n. a. 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types n - a - 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage n - a - 1412.4.2 Optimum Start Indicate optimum start controls n - a - 1412.5 Heat pump control Indicate microprocessor on thermostat schedule n - a - 1412.6 Combustion htg. Indicate modulating or staged control n - a - 1412.7 Balancing Indicate balancing features on plans 1412.8 Ventilation Control Indicate demand control ventilation for high- occupancy areas n - a - 1422 Thermostat interlock Indicate thermostat interlock on plans n.a. 1423 Economizers Equipment schedule 1413 Air economizers n. a. 1413.1 Air Econo Operation Indicate 100% capability on schedule n. a. 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb n. a. 1413.2 Water Econo Doc Indicate clg load & water econoe & clg tower performance n.a. 1413.3 Integrated operation Indicate capability for partial cooling n.a. 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems yes 1414.1 Duct sealing Indicate sealing necessary M3 yes 1414.2 Duct insulation Indicate R -value of insulation on duct M3 yes 1415.1 Piping insulation Indicate R -value of insulation on piping M3 1416 Completion Requirements n.a. 1416.2.1 Commissioning Provide commissioning plan M3 yes 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing n - a - 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training n - a - 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report n. a . 1434 Separate air sys. Indicate separate systems on plans Mechanical Summary Form Completed and attached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454) 1440 Service water htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank M3 yes 1442 Shut -off controls Indicate automatic shut -off M3 yes 1443 Pipe Insulation Indicate R -value of insulation on piping M3 n.a. 1452 Heat Pump COP Indicate minimum COP of 4.0 yes 1452 Heater Efficiency Indicate pool heater efficiency n - a. 1453 Pool heater controls Indicate switch and 65 degree control n. a . 1454 Pool covers Indicate vapor retardant cover n - a - 1454 Pools 90+ degrees Indicate R -12 pool cover 2006 Washington State Nonresidential Energy Code Compliance Form Project Info Project Address south caster t<<a11 . _ k__& 1 64_ _4 J Date 7/16/2008 448.4-4ass..panQ 0 3 0 r r For Building Department Use Tukwila, wa 1% Applicant Name: er,.rh zeta cat m sew irl L C ®p • , Applicant Address: Applicant Phone: � r Project Description ❑ New Building 0 Addition is'�aft�rat1 •,,,, ❑ �i Plans Indu Refer to WSEC Section 1513 for control and commisatoliirtc6ftittriN 4., Compliance Option _ _ 0 Prescriptive 0 Lighting Power Allowance 0 Systarfls Aflatysi , - "Y'':% P!' (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on pla Alteration Exceptions (check appropriate box - sec. 1132.3) 0 No changes are being made to the lighting U Less than 60% of the fixtures new, installed wattage not Increased, & space use not changed. Location (floor /Doom no.) Occupancy Description Allowed Watts per fr `* Area in ft Allowed x Area r Retail 1.50 2540.0 3810.0 ran / Light Combo KtVitVVtU f UK. 1 100.0 _ 100.0 a eaaralight CODE COMPLIANCE 4 20.0 80.0 "• From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 3810. o Location (floor/room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed r Trams head 109 20.0 2180.0 ran / Light Combo KtVitVVtU f UK. 1 100.0 _ 100.0 a eaaralight CODE COMPLIANCE 4 20.0 80.0 a vowel ght N AP 4 39.0 156.0 a 01.8trir 7 59.0 4� 9.0 FL noo:allaht AUG 1 R Inn 1 ' 6 - 40.0 240.0 ss Daanlight 2 32.0 64.0 K cluiree1ier 1 240.0 240.0 City Tukwila .i.D1NG DIVISION Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 3473.0 2005 Weehingten stale NunroSiderolel EMrpy Coda Compllence Forma Maximum Allowed Lighting Wattage Proposed Lighting Wattage 2006 Washington State Nonresidential Ene ,y Code compliance Fort Revised July 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 fighting. list the length of the track (in feet) in addition to the fixture, lamp, and ballast Information, 2. For proposed Watts/Fixture, use manufacturer's listed maximum Inpgt 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, o� the wattage of current limiting devices or of the transformer. CITY O II F iiCC � VVttU 3. List all fixtures, For exempt lighting, note section and exception number, and leave Watts/Fixture blank. JUL 18 2008 PERMIT CENTER • Use' LPA (WJsf) Use' LPA` (W /sf) Automotive facility 0.9 Office buildings, office /aaminiatrat$ve areas in facilities of other use types (Including but not limited to schools d 7 hospitals, inafhutlonS, museums, banks, churches) 1.0 Convention center _ 1.2 Penitentiary and other Group 1 -3_Oc cupanciee 1.0 Courthouse 1.2 Police and fire stations' 1.0 Cafeterias, fast food establishments', restaurants/bar 1.3 Post office 1.1 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, daycare centers 1.2 Gymnasia', assembly spaces' -_ 1.0. Theater, motion picture 12 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Croup I -1 and 1 -2 Occupancies 1.2 Transportation 1.0 Hotel/motel _ 1.0 Warehouses", storage areas 0.5 Hotel banquet/conference/exhibition hall 2.0 Workshops 1.4 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.8 Parking garages 02 Laundriea 1 -2 Libraries' 1.3 Plans submitted for Common Areas only' Manufacturing facility 1.3 Main Naar building lobbies' (except mall concourses) 1.2 Museum 1.1 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy Q Warehouses, storage areas or aircraft storage hangers p Other Qualification Checklist Note: If occupancy type Is 'Other" and fixture answer Is checked, the number at fixtures In the spats Is not limited by Code. Clearly Indicate these spates on plans. If not qualified. do LPA Calculations. U9 F ulna ixtures: (seen 1521) - • - Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1 Fluorescent fixtures whi are non-lensed with a) 1 or 2 two lamps. b) reflector or louvers, c) 5-60 watt T -1, T -2, T -4, T•5, T-8 lamps, and d) hard -wired elec- Ironic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps r_ 150w c) electronic ballasts 3. LED lights. 200a Wanine Stela Nonreelaentiel Energy Code Compilenob Forma 2006 Washington state Nonresidential tnergy uaae uompitance t-orm ABLE 15-1 Unit Lighting Power Allowance (LPA Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, 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 1612 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 all 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 150f1 with full height partitions, a Unit Lighting Power Allowance of 1.10 wift may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating aver 5,000, the Unit 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 1.6 wife of merchandise display luminaires are exempt provided that they comply with all three of the following: 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 lighting 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. T Light Motor `and Ti ansfor,er Permit Pans Checklist L G CHIC 8008 W eehingtcn state anreat• Nled Enemy Cada Comp lar;ea REMeed July 2007 Project Address g mot rttnll j Oate 7/1,6/2008 application for compliance with the lighting, motor, and traneformer requirements In the The following Infanl'tadan Is necessary to check a permit 2006 Washington Stale Nonresidential Energy Code, Applicability/ Code (yes, no, n.a.) Section 'Component information Required location on Plans I Building Department Notes LIGHTING CONTROLS (Section 1513 Ye 1513.1 Local control/access Schedule with type. Indloate locations sl rte 15 13.2 Area controls Macamum limit per switch El . A. 1613.3 Daylight zone control Schedule with type and features, indicate locations n.a. vertical glazing indicate vertical glazing n plane -n. overhead glazing Indicate overhead glazing on plane ]'e6 1513.4 Dispiayietib/epeclal Indicate separate controls 1519.5 Exterior shut -off Schedule with type and features, Indicate location n.a. (a) direr w/baokyp Indicate location a, a • (b) photocell. indicate location 1513.6 Inter. auto ah4t -of I Indicate location n. a . 1513.6.1 (a) accup. sensors Schedule with type and locations n.a. 151312 (b) auto. switches Schedule with type and features (Pack -up, override capability); Indicate size of zone on plans a.a. 1 513.7 Cornmiaeioning Indicate requirements for lighting controls commissioning _ EXIT SIGNS (Section 1514) 1514 'Max watts 'Indicate watts for each exit algn LIGHTING POWER ALLOWANCE (Section 1530-1532) Yea 1531 Interior Lighting Summary Fort Completed end attaohed. Schedule with fixture types, lampe. ballasts, watts per fixture attache n.a. 1632 Exterior Lighting Summary Form Completed and attached. Schedule with fixture types, lamps, ballasts, wants per fixture MOTORS (Section 1511) yes I 1511 l ( Floc motor efficiency MEChhMOT or Equipment Schedule with hp, rpm, efficiency J I - ) TRANSFORMERS ( Section 1540) a e _ 1540 (Transformers 'Indicate size and efficiency ' 0 If "not is circled for any question, provide explanation: PROJECT LOCATION: 837 SouthCenter Mall Tukwila, WA. 98188 PSE PROJECT NUMBER: KF208 -1220 DATE: July 9, 2008 BY: Nabil Taha, Ph.D, P.E. 250 -A Main Street Klamath Falls, OR. 97603 Precision Structural Engineering, Inc. (EXPIRES 7-zc -o9 .J STRUCTURAL ENGINEERING VIED CALCULATIONS REVIEWED � APR DE COMPLIANCE ��s CO AUG 18 1008 Cihy Tukwila Of PROJECT: Mark Ecko Cut & Sew (Wesffi uILDING)J0N South center) E -Mail• psei@charter net ph. (541) 850 -6300 Web: www.structurel.com fax (541) 850 -6233 CIIYROF T�I L JUL 15 2008 PERMIT CENTER POIrS11 Subject: Page: 1- References / Software: 10 -19 2- Design Criteria: 20 -29 3- Restroom Platform Framing Analysis & Design: 1,000 — 1,999 4- Suspended Ceiling Analysis & Design: 2,000 — 2,999 250 -A Main Street Klamath Falls, OR. 97603 Table of Contents: Precision Structural Engineering, Inc. E -Mail: psei@charter net ph. (541) 850 - 6300 Web: www.structurel.com fax (541) 850 -6233 250 -A Main Street Klamath Falls, OR. 97603 1- Literature: References: 2- Software: a. RISA 3D Version 7.0, RISA Technologies, 26212 Dimension Dr. Suite 200 b. CFS Version 5.0.2, RSG Software, Inc. Precision Structural Engineering, Inc. • 2006 International Building Code with Washington State Amendments (IBC) • Minimum Design Load For Buildings & Other Structures, ASCE 7 -05 American Society of Civil Engineers • Cold Formed Steel Design Manual, AISI. 2002 edition • Cold Formed Steel Design Guide, AISI 2002 edition • Standard for Cold Formed Steel Framing Header Design, AISI 2004 • Standard for Cold Formed Steel Framing Lateral Design, AISI 2004 • ASTM C635 & C636 E -Mail: psei@charter net ph. (541) 850 -6300 Web: www.structurel.com fax (541) 850 -6233 250 -A Main Street E -Mail: psei@i charter net ph. (541) 850 -6300 Web: www.structurel.com fax (541) 850 -6233 INN MI I•1111 ME NMI MINI 111111 IIIIIII Milli MN EMI NM MIMI ME EMI INII IMO NM MIN Precision Structural Engineering, Inc. 250 -A Main Street Klamath Falls, OR. 97603 RESTROOM PLATFORM FRAMING ANALYSIS & DESIGN: Pages 1,000 - 1,999 E -Mail: psei @charter net ph. (541) 850 - 6300 Web: www.structurel.com fax (541) 850 -6233 Precision Structural Engineering, Inc. Medford Office 250-A Main Street Klamath Falls, OR 97801 838 Mason VVay (off Sage Road) • Medford.OR 97501 Tel. (541) 850-8300 • FAX (541) 850-8233 TeL (541) 858-8500 www.structurel.com • Email: PSEI©charter.net PROJECT NO. K Ezc)-2 -122-C) SHEET OF DESIGNED BY N ' l PROJECT NAME SUBJECT it CST Rex. tA • I ., .. i, ',.. ._1 .,. L ,:' ._..'(._ 1 ; ' , -• -1- - - I- - 1 i ' I I I I _ . j , ! • i : L I- ',"-' 25 1 . ! ! . I -- -- 1 • -1- -, , t- sY - f : I . I 1156 IP tiiiiL j I ! E, r P CP , • I • 1 1 T I ! ! i , LL. 5 rs L I 1 , 1 i i5 k -t • : I6 - - 1 - -- 1 - 1 • . 1- - , I , : , i g LIL.: 125 p' ! , E 111111111111111111111111111111111 immaimmamomint OW AIP-I1W%d■II,AIranIC ,APAVIWAIrnoIr/i 4r1••I'JW, 11. 4 - 1 4, 4 c. ! I • I -7" FLOOR 51-004 PI- BY DATE - i I I f-- ._. ! I ! I . I ■ : _ , , , _:, .; 111.11111111111/ i ' • I ' I 1 1 1 I ..1 I. —1--.-4. , ■ ;-4.--- , ilk , I i 1 J- i 1 I 3-. '16$ I I 7 - - ---. -- ----- _,4__ i 1 . 1 -- "1"' I' "1 ir. ..i cc) 14 1 i . i ; i , J. .,.. • ._._ ' i.. , . . , , S , — _ 0 , c._, e c--1 . , 4 F.. • 1 , • i . 1 • , I f I : I • : ••-1--; '• ! -L- • i ---I - - - - i - , • ;. 1 . , I . , . ; . . , . DATE 9 • ; • INN MN NMI MN OM co APA RATED SHEATING APA RATED SHEATIIINGICEIUNG DECK SPAN RATING Roof/Floor Span 12/0 16/0 20 /0 24/0 24/18 32/16 40/20 48/24 64/32 80/32 60/48 APA RATED STURD-I-FLOOR SPAN RATING ALLOWABLE UNIFORM ROOF LIVE LOADS FOR APA RATED SHEATHING AND APA RATED STURD -I -FLOOR WITH LONG DIMENSION PERMENDICULAR TO SUPPORTS" PANEL THICKNESS (Inch) 5/16 5/16, 3/8 6/16, 3/8 3/8, 7/16,1/2 7/18. 1/2 15/32. 1/2. 5/8 9/16. 19/32, 5/8. 3/4, 110 23/32, 3/4, 710 7/8, I 7/8, 1 7/8, 1, 1.1/8 PANEL THICKNESS (Inches) ROOF MAXIMUM SPAN (inches) ALLOWABLE LIVE LOADS (ps1) With Edge Without Edge Support Support 12 12 30 16 16 70 30 20 20 120 .50 30 24 20' 190 100 60 30 24 24 100 100 65 40 32 28 325 160 120 70 30 40 32 .- 306 205 130 60 48 36 .. 200 175 95 54 40 245 130 80 40 ••- — -- 305 165 60 48 -- - -. 305 185 MAXIMUM SPAN (inches) With Ed99 Without Edge Support Supped Spacing of Supports Center•lo- Center (inches) 12 18 20 24 32 40 46 64 60 30 45 75 100 100 35 50 35 70 50 35 70 50 35 ROOF ALLOWABLE LIVE LOADS (psQ ^ - Spacing 91 Supports Center•to Cenlor (Inches) 12 16 20 24 32 40 48 54 60 16 o.c. 19/32, 5/8, 21/32 24 24 185 100 65 40 . 20 oz. 19/32, 5/8. 3/4 • 32 32 270 150 100 60 30 24 o.c. 11/18.23/32, 3/4 48 38 — 240 160 100 50 30 25 32 o c. 7/8, 1 48 40 — -- 295 185 100 60 40 48 0.e. 1- 3/32, 1.1/8 • 60 48 • •• 200 160 100 65 50 40 'The allowable live loads were determined using a dead load of 10 psi II line dead bad ceed exceeds 10 pal Bon the live load should be reduced oceordingly 'l engine- alal-yroeve edges, panel edge dips (um midway between each supped, except mu equally spaced ;mammal supports 48 inches on center), lumber bloabmg- or other. Only lumber blocking will satisly blocwd diaphragm requirements, except whew stuplud'I&G peel edges are permitted. 1 1'wenty-four Inches for 1/2 -With panels. / May be used over Miming spaced 24 inches on center Ice Boors where 1 -1/2 inches ul cellular Of ligehtweigld concrete is applied over the panels. 'May be used over (raining of 24 inches on center where 3/4 -inch wood strip (boring is installed at right angles to joist 'Applies to panels 24 Indies or wider. ' L ive load not to exceed 100 psi, dead bad not to exceed 10 psi, except as noted. 'Total load not to exceed 65 psi. Ftguro 8.13 Allowable reef live Ioutly un AI'A Hated Shunt king. I('Ul,feey of AP1.I FLOOR' MAXIMUM SPAN (inches) 0 0 D 0 16 16' 20" 24. 32 32 or FLOOR' MAXIMUM SPAN (Inches) 16 ' 20 24 32 48' C 7J CO O c_ m 00 1 z D m 1 -0 • -61 60 O u o 0' t_ A N O m �� C) mIIn z ��c O o • • 3 — -11 W t, 3 `$ rD {D (" o r t'' w 1'n = 3 m . m 3 - E. i n ff O 3 11 MANUFACTURERS OF STEEL FRAMING PRODUCT STUDS • TRACK • JOIST ° FURRING • CUSTOM SHAPES FASTENERS o TOOLS • DRYVIIAL EQUIPMENT e�iflca anual EXPIRES 12/30/08 A "e" Requires web stiffeners at end supports "i" Requires web stiffeners at interior supports "a Requires web stiffeners at all supports See page 31 for Allowable Floor Joist Span Table Notes. Floor Joist Span Tables 600S162.33 600S20033 600S162 -54 600S200.54 600S25054 600S162 -97 600S200 -97 6005250.97 BE: WI 800S162 -43 800S200 -43 8005250-13 800S162 -68 8005200-68 800S250.68 10005162.43 1000S200 -43 10005250 -43 1000S162 -68 10005200.68 10005250.68 1200S162 -54 1200S200 -54 1200S250 -54 1200S162 -97 12005200 - 97 1200S250 - 97 4' 4' 10' 0" 10' 6' 10' 11' g' 1" 7' 11 "e 9'6 °e 8'4 ° e 9'11"e 8'70 11' 10' 12' 6' 13' 1' 10'9" . 9' 5' 11' 4" 9' 11" 11'11 10'5' t.;. s�t� 10' 5' e 11'0"e 11'1"e 9'0'e 9'6 "e 9'7 "e 7' 2 "e 7' 2" e 7'2 "e 13' 6° 14'2' 14'9 12' 3" 1710" 13' 5" 10'8 "e 11'2 "e 11'8 ' e 11'5'e 11'5'e 11' 5" e 8' 7" e 8'7 "e 8'7 "e 5' 8 "e 5'8 ° 5' 8' a 16'3° 16' 11' e 17' 7' 14'9 "e 12'10 "e 15' 5" a 13' 5" e 16'0 "e 13'9 "e 16'11 "e 14'1 "e 9'5 "e 17'5 "e 14'1'e 9'5 "e 17'10'e 14'1'e 9'5'e 21' 1" 21' 11" 22'9' 19' 2" 19' 11" 20' 8° 16' 9" e 17'.5° e 18' 1 "e psf Dead Load and 125 psf Live Load 6'1'a 6' 3'a 4'11'a 3'5 °a 5'0'a 3'5 ° a 11' 2" i 11' 9" I 12' 3°1 9' 11" I 10' 4" i 10' 8" I 8'1'1 8'5 °a 8'8 "a { 13' 4° 14' 0° 14'9" 12'1 °. 10'7 " 12'9 " I 11'1 "i •13'4 ° I 11'8 " 9'4 "a 9'8'a 9' 8'a 7' 7 "a 7'9 "a 7'9 "a 5' 6 "a 5'7 "a 5' 8 "a 15'2 " 15'10 °1 16' 7" I 13'9"I 11'10"1 14' 5" I 12' 5" a 14'7'I 11'11 °I 8'8 "a 6' 10 "a 8'11 °a 6'10 "a 8' 11 "a 6' 10"a 4' 6" a 4' 6" a 4' 6"a 18' 3" I 16' 2" I 19'0" I 171 "a 19'6 °i 16'10 "i 13' 1" a 13' 6"a 13' 5"a 13' 8'a 10' 11' a 13'10'a 11'0"a 14'0'a 11'2"a 7' 6" a 7' 8" a 7' 6" a 23'8 ° 24' 8° I 25'7 "I 21' 6'I 22' 5' I 23' 3 "I 18' 9' 19' 7' I 20' 4' i 74 "e 6'4 "e 4'4 "e 7'7"e 6'"e 4'4 "e iY•, 9'1" 9 ' 6 ° 9' 11" 8' 3" 8' 8" 9'0 7'2 " 7' 6'e 7'10 "e 10 ' 9' . 9 '. 9 ° 11' 4° 10' 4" 11'1 10'10" 8 ' 6" 9' 9".5° 10' "e 11'0'e 11'1 "e 9'0 "e 9'6 "e 9'7°e 7' 2 "e 7' 2" e 7'2 "e 12' 3" 12' 10' 13' 5" 11'2" 11' 8' 12' 2' 9' 9"e 10' 2' e 10' 8 "e 11'5'e 11'5 "e 11'5"e 8'7 "e 8' 7' a 8'7 "e 5' ° e 5' 8°e 5'8 "e 14'9' 15'5' 16' 0" 13'5 "e 14'0"e 14' 6" e 11' 8' e 12' 2' e 12' 8'e 16' 0"e 16'8'e 1T3°e 14' 1'e 14' 1' e 14' 1'e 9' 5'e 9 5 ° e 9' 5'e 19' 2" 19' 11" 20' 8° 17'5" 18' 1" 18' 10" 15' 2' 15' 10" 16' 5' e 6' 1'a 6 3 °a 4'11 "a 3'5'a 3'5 "a 5'. 0' a 10' 2" I 10' 8' 11' 2" I 9' 3' I 9' 8" I 10' 1' i 8' 1 "I 8 5'a 8' 8 "a 17 1° 12'9' 13' 4' 9'7'I 10'1'1 10'T i 9'4 "a 9'8 "a 9'8 "a 7'Ta 7' 9'a 7' 9'a 5'6 "a 5' 7' a 5' 8'a 13'9'1 14'5' 15'1 "1 8'8 °a 8' 11 "a 8' 11"a 6' 10" a 8 10"a 6' 10' a 4'6'a 4'8 "a 4' 6'a 16' 7" I 17'3 ° 18' 0' I 15'0" I 15' 8" 1= 16 "4 "' 13' 1" a 13' 6'a 13' 5'a 13'8'a 10'11 "a 13'10 "a 11'0"a 14'0's 11'2" a 7'6'a 7'8 "a 7'6'a ' 21' 6° 22' 5" 1 23' 3° I 19'6° 1 20' 4" I 21' 1" I 17' 1" I 17'9" I 18'5° I 35 Combined Axial and Lateral Load Tables SCAFED. Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips /stud (1 kip = 1000 lbs). Allowable Combined Axial and Lateral Load Tables 5 psf Lateral Load psf Lateral Load 1 Deflection exceeds 11120 2 Deflection exceeds 11240 3 Deflection exceeds 11360 6 Deflection exceeds 11600 7 Deflection exceeds U720 - If not noted, deflection is less than U720 Precision Structural Engineering, Inc. Medford Office 250 -A Main Street, Klamath Fails, OR 97801 838 Mason Way (off Sage Road) • Medford,OR 97501 Tel. (541) 850 -8300 • FAX (541) 8504233 Tel. (541) 868 -8500 www.structure1.com • Email: PSEl@charter.net PROJECT NO. K F 2,oe -►22 PROJECT NAME " c' SUBJECT RES - I��I.a. /1/��l Z IL IA MN !ro _ 523 PC'a Pt i 1 __ STMAGE PLATF` ° R"^ SHEET DESIGNED BY OF M I 14.E. CHECKED BY DATE IV -10 Table IV - 8a Thickness of Screw Diameter member in Designation In. screw contact with . 0.036 0.048 #6 0.138 0.060 0.075 0.090 0.105 0.135 0.036 U #8 0.164 0.060 0.075 0.090 0.105 0.135 0.036 0.048 #10 0.190 0.060 0.075 0.090 0.105 0.135 0.036 0.048 #12 0.216 0.060 0.075 0.090 0.1.05 0.135 0.036 0.048 1/4 In. 0.250 0.060 0.075 0.090 0.105 0.135 Connections for use with the 2001 North American Cold-Formed Steel Specification Screws Shear of Sheet - F a 45 ILSI Nominal Shear Strength, N IdM Thickness of member not In contact with the screw head, In. 0.060 0.075 0.090 0.105 0.135 0.036 0.048 0.480 0.604 0.604. 0.604 0.604 0.604 0.604 0.480 0.738 0.805 .0.805 0.805 0.805 0.805 0.480 0.738 1.01 1.01 1.01 .1.01 . 101 0.480 0.738 1.01 126 1.26 1.26 1.26 0.480 0.738 1.01 1.26 1.51 1.51 1.51 0.480 0.738 1.01 1.26 1.51 1.76 1.76 0.480 0.738 1.01 1.26 1.51 1.76 2.26 0.717 0.717 0.717• 0.717 0.717 0.717 0.523 0.805 0.956 0.956 0.956 0.956 0.956 0.523 0.805 1.12 1.20 1.20 1.20 1.20 0.523 0.805 1.12 1.49 1.49 1.49 1.49 0.523 0.805 1.12 1.49 1.79 1.79 1.79 0.523 0.805 1.12 1.49 1.79 2.09 2.09 0.523 0.805 1.12 1.49 1.79 2.09 2.69 0.563 0.831 0.831 0.831 0.831 0.831 33 0.563 0.866 1.11 111 1.11 0.583 0.866 1.21 1.39 1.39 1.39 1.39 0.563 0.866 1.21 1.69 1.73 1.73 2.08 0.563 0.866 1.21. 1.69 2.08 Q563 0.866 1.21 1.69 2.08 2.42 2.42 0.563 0.866 1.21 169 2.08 2.42 3.12 0.600 0.928 0.945 0.945 0.945 0.945 0.945 0.600 0.924 1.28 1.26 1.26 1.26 1.26 0.600 0.924 1.29 L 57 1.57 1.57 1.57 0.600 0.924 1.29 1.80 1.97 1.97 1.97 0.600 0.924 1.29 1.80 2.36 2.36 2.3 0.600 0.924 1.29 1.80 2.36 2.76 2.76 1.80 2.36 2.76 3.54 0.600 0.924 1.29 0.645 1.02 1.09 1.09 1.09 1.09 1.09 0.645 0.994 1.40 1.48 1.46 1.46 1.46 0.645. 0.994 1.39 1.82 1.82 1.82 1.82 0.645 0.994 1.39 1.94 2.28 2.28 2.28 0.645 0.994 1.39 L94 2.55 2.73 2.73 0.645 0.994 1.39 .1.94 2.55 3.19 3.19 0.645 0.994 1.39 1.94 2.55 319 4.10 Note ere: ASD: Pro / LRFD: @Pa, 0= 3.0 $ =0.5 I lI 4l0- Farmed Steel Connectors For Residential and Mid - Rise Construction SIMPSON Cade Reference Column In Load Tables The "Code Reference" column that appears in load tables throughout this catalog is Intended to identify products listed in evaluation agency reports, typically called "code reports ", and the specific reports that cover them. The Code reference column, used in conjunction with the chart at right, Indicates which code listing applies to a product. The reference numbers also clearly identify: • Products to be submitted for evaluation report listing (160) • Products with no evaluation report listing (170) • Products not submitted because they have no load rating and an evaluation report listing is not necessary (180) • Products that meet prescriptive or conventional construction code requirements (190) Where a model has been submitted for listing (160) or does not have an evaluation report listing (170), Simpson can supply complete test data to support our published loads. Please contact us for a copy of our product test documentation at (800) 925 -5099. Product acceptance may be obtained through the Alternate Methods and Materials section of the applicable building code. Some loads and applications may not be covered in the code report and specific reductions and restrictions may be required by other product evaluation agencies. Visit www.sfrongtle.cnm or visit the product evaluation agencies' web sites for the current evaluation reports. Simpson Strong -Tie connectors are recognized by most product evaluation agencies. Agencies that recognize some or all of our products include ICC -ES (formerly ICBO, BOCA, SBCCI); the City of Los Angeles, California; and State of Florida. Multiple types of ICC -ES evaluation reports are shown in the Code Reference Key Chart. ICC NER, ICC ER, and ICC ES reports are referred to as Legacy Reports and have been obtained over the years to verify that Simpson products are to compliance with the code. These Legacy reports were evaluated under the 1997 UBC and /or the 2000 IBC codes. In order to obtain.evaluation for the 2003 or 2006 I- codes, manufacturers must submit for ICC ESR reports. Simpson has many ESR reports, but currently not all products have been evaluated per the latest codes. This does not mean that the information in those reports is inaccurate.. Indeed, the new building code is typically less conservative for most connector products than the current codes. Simpson has re- submitted our Legacy Reports to ICC -ES to obtain product evaluation service reports (ESR's) evaluated using the 2008 IBC/IRC, but due to the large number of reports to evaluate, ICC -ES has not been able to process the reports In time for this catalog. It Is anticipated that during the first and second quarter of 2008, most reports will be converted. To help understand which of our stamped and welded connector products are listed In an ESR report, we have obtained an ICC -ES index evaluation services report, ICC ESR -2523, for these products. This report is a reference document to other ESR reports held by Simpson and will be updated frequently by ICC -ES as new stamped and welded connector evaluation services reports are issued or converted. Please visit www.strongfle.com the latest information or contact ICC Evaluation Services at www.lsc- es.org. In August 2004 the Department of State Architecture, California, issued a revised IR23 -1. The Revised interpretation of Regulation addresses and clarifies issues relating to Pre - fabricated Wood Construction Connectors. IR 23 -1 defines the Purpose and Scope and clarifies Listing Requirements, Acceptable Load Capacities, Design Requirements, installation Requirements and Connector Fabrication which addresses corrosion- resistant material and /or coatings. Please contact the DSA at www. dsa. dgs. ca.gov/PublIcatIons /dOfault.htm for more information. On October 1, 2003, the State of Florida's Statewide Product Approval System became effective. The purpose of this system is to provide a single product evaluation and approval system that applies statewide to operate in coordination with the Florida Building Code. This Florida product evaluation and approval system Is governed by Florida Statutes, Chapter 553, Section 553.842. Since this law specifies that the product approval system is to apply statewide, Notice of Acceptance are no longer necessary where a product has a statewide approval that is applicable in the High Velocity Hurricane Zone (HVHZ) and is installed in accordance with its conditions of use. CODE LISTING KEY CHART CODE CODE AGENCY j. LISTING REF ICC -NER (OLD NE8) 209 393 413 421 422 432 443 469 499 694 ICC -ESR Submitted for Wing No Load Rating 1056 1679 1772 Call us for Status and Test Data 1 2 3 4 5 6 7 8 9 10 19 50 48 160* 180 AGENCY CODE CODE LISTING ! REF. City of Los Angeles, California RR 22086 RR 24682 RR 24818 RR 24947 RR 24949 RR 25064 RR 25074 RR 25076 RR 25119 RR 25120 RR 25149 RR 25158 RR 25185 RR 25236 RR 25248 RR 25279 RR 25281 RR 25293 RR 25300 RR 25318 RR 25427 RR 25459 RR 25469 RR 25489 RR 25528 RR 25540 RR 25552 RR25568 RR 25560 RR 25625 State of Wisconsin 200043 -N 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 101 102 103 104 105 106 107 108 109 110 r�r 140 • As of the printing of this catalog, products coded 160 have been submitted and are awaiting issuance from the respective code agency. Because code reports can be Issued throughout the year, we encourage the user to visit www.sfrongtle.com, wwwlcc- es.orp, wwwladbs.org, waw.dse.dgs.ea.gov, and www.florklabuilding.org for the most current information, call Simpson at 800 - 999 -5099, or contact the code agency directly. Note: Some code listings shown In the Code Listing Key Chart apply only to connectors for wood construction. Model .,No. Dimensions '. . Numberof Nall Holes: . Code W. TP15 1 13 32 41 • 23 32 41 50 • 30 42 180 TPA37 3% TPA39 3% TP35 3% TP37 3% TP39 3% 1P311 3% TP45 4% ' TP47 4% TP49 416 54 TP411 4% 66 TP57 54 4 60 • TPA57 5 49 & S /LS Reinforcing & Skema'able.Angles ID Available with additional cmroalan protection. Chock eddy factory. H, Model No. 130 L5o L70 L90 S/LS50 S/LS70 Length 3 7 9 4% 6% Fasteners 4- #10 6- #10 8.010 10- #10 4- #10 6- #10 Om! (211.ea) F�..: 200 475 705 795 200 465 60 .:. Allowable Ueda (100) 54 mil (18.00) 49 mil.(18 ga) 420 630 840 1050 420 630 610 750 1100 1740 500 715 F2 110 100 Code Ref. 28, 104, 151 170 28, 104, 151 1. Tabulated loads are governed by tests and may not be increased. Refer to page 12 for additional information. 2. Loads are for one part only. 3. Code approval is limited for specific steel thickness. Refer to Code Report for additional information. TPs are screw -on . tie plates. TPAsare flanged for added support MATERIAL: 33 mil (20 ga) FINISH: Galvanized INSTALLATION: • Holes are sized for #8 or #10 screw. CODES: See page 8 for Code Listing Key Chart. Span Rating 24/0 24/18 32/18 40/20 48/24 • Wood Panel Thickness 46 The 1 452,1 1 2 Ski Waa Maximum Roof Span With PSCL 24 24 32 40 48 Without PSCL 20 24 28 32 . 38 PSCI.s Per Span 1 . 1 1 2 Code Ref. 180 . Reference 1997 UBC Table 23- 11 -E -1 and 2000/2003 IBC table for span rating. 1. Connectors are not oad rated. SILS U.S. Patent No. 4,230,416 Typical SILS70 Installation $/1.5 Top View WA 1 SIMPSON ;Strong-Tie 'typical L50 Installation PSCI. Panel Sheathing Clip Typical PSCL Installation TP /TPA Tie Plates 59 Predslon Structural Engineering, Inc. Medford Office 250,A Main Sheet Klamath Falls, OR 97801 838 Mason Way (off Sage Road) I Medford,OR 97501 1W. (541) 8504300 *FAX (541) 850-8233 Tel (541) 858 -8500 www.structurel.00m • Ernst PSBachwietnat PROJECT NO. kF PROJECT NAME AE R o DESIGNED BY M DATE SUBJECT R asTrt°m" ST" -AtS. PL Or % CHECKED BY DATE SHEET OF Precision Structural Engineering, Inc. 250 -A Main Street Klamath Falls, OR. 97603 SUSPENDED CEILING SEISMIC BRACING ANALYSIS & DESIGN:, Pages 2,000 - 2,999 E -Mail: psei@i charter net ph. (541) 850 -6300 Web: www.structurel.com fax (541) 850 -6233 Precision Structural Engineering, Inc. Medford Office 250 -A Main Street, Klamath Falls, OR 97601 838 Mason Way (off Sage Road) • Medford,OR 97501 Tel. (541) 850 -6300 • FAX (541) 850 -6233 Tel. (541) 858 -8500 www.structurel.com • Email: PSElatcharter.net PROJECT NO. I< F 2 0 - 1 2- 2 -c ) SHEET OF ( PROJECT NAME NI 2- C- C.C-- k,O DESIGNED BY NA' IcE SUBJECT PREsc -2-1 pT►'C rA14 -I N °T CHECKED BY DATE v 11°8 ° DATE •1 � 6 the power of partnership . � Ceilings Interior Systems Construction Association These guidelines cover metal ceiling suspension systems used primarily to support acoustical tile or acoustical lay -in panels and are based on Uniform Building Code Standard (UBCS) 47 -18 (1988 edition) and on Title 24, CAC, requirements for schools. They are not intended to be a substitute for review by design professionals. The structural performance required from a ceiling suspension system shall be defined in terms of a suspension system structural classification. The load- carrying capacity shall be the maximum uniformly distributed load (pounds per linear foot) that a simply supported main runner section having a span length of 4 feet 0 inch is capable of supporting without a mid -span deflection exceeding 0.133 inch, or 1/360 of the 4-foot 0 -inch span length. The structural classification listed in a Manufacturer's recommendations shall be determined by the capability of main runners. These classifications shall be: 1. Light -Duty Systems: Used where ceiling loads other than acoustical tile or lay -in panels are not anticipated, such as residential or light commercial structures. 2. Intermediate-Duty Systems: Used primarily for ordinary commercial structures in which some ceiling loads, due to light fixtures and air diffusers, are anticipated. 3. Heavy -Duty Systems: Used primarily for commercial structures in which the quantities and weights of ceiling fixtures (lights, air diffusers, etc.) are greater than those for an ordinary commercial structure. Cross runners shall be capable of carrying the design load (as dictated by job conditions) without exceeding the maximum allowable deflection equal to 1/360 of its span. Suspended ceilings that are designed and constructed to support ceiling panels or tiles, with or without lighting fixtures, ceiling mounted air terminals, or other ceiling mounted services shall comply with the requirements of this standard. Exceptions: 1. A ceiling area of 144 square feet or less surrounded by walls that connect directly to the structure above shall be exempt from the lateral load design requirements of these standards. 2. Ceilings constructed of lath and plaster or gypsum board, screw or nail attached to suspended members that support a ceiling on one level extending from wall to wall shall be exempt from the lateral load design requirements of these standards. 1. Lateral Forces Such ceiling systems and their connections to the building structure shall be designed and constructed to resist a lateral force specified, for example, International Building Code (IBC). Where the ceiling system provides lateral support for nonbearing partitions, it shall be designed for the prescribed lateral force reaction from the partitions as specified in the Partitions section of these guidelines. Connection of lighting fixtures to the ceiling system shall be designed for a lateral force of 100 percent of the weight of the fixture. 2. Grid Members, Connectors and Expansion Devices The main runners and cross runners of the ceiling system and their splices, intersection connectors, and expansion devices shall be designed and constructed to carry a mean ultimate test load of not less than 180 pounds or twice the actual load, whichever is greater, in tension with a 5- degree misalignment of the members in any direction and in compression. In lieu of a 5- degree.misalignment, the load may be applied with a 1 -inch eccentricity on a sample not more than 24 inches long on each side of the splice. The connectors at splices and intersections all shall be of the mechanical interlocking type. Where composition or configuration of ceiling system members or assemblies and their connections are such that calculations of their allowable load- carrying capacity cannot be made in accordance with established methods of analysis, their performance shall be established by test. Evaluation of test results shall be made on the basis of the mean values resulting from tests of not fewer than three identical specimens, provided the deviation of any individual test result from the mean value does not exceed plus or minus 10 percent. 3. Substantiation Each ceiling system manufacturer shall furnish lateral loading systems, indicating the following: a. Maximum bracing pattern and minimum wire sizes. b. Tension and compression force capabilities of main runner splices, cross runner connections, and expansion devices. All tests shall be conducted by an approved testing agency. 1 1. Vertical Hangers Suspension wires shall not be smaller than No. 12 gage spaced at 4 feet on center or No. 10 gage spaced at 5 feet on center along each main runner unless calculations justifying the increased spacing are provided. Each vertical wire shall be attached to the ceiling suspension member and to the support above with a minimum of three turns. Any connection device at the supporting construction shall be capable of carrying not less than 100 pounds. Suspension wires shall not hang more than 1 in 6 out -of -plumb unless countersloping wires are provided. Wires shall not attach to or bend around interfering material or equipment. A trapeze or equivalent device shall be used where obstructions preclude direct suspension. Trapeze suspensions shall be a minimum of back -to -back 1 -1/4 inch cold -rolled channels for spans exceeding 48 inches. 2. Perimeter Hangers The perimeter ends of each cross runner and main runner shall be supported independently a maximum of 8 inches from each wall or ceiling discontinuity with No. 12 gage wire or approved wall support. These wires shall not hang more than 1 in 6 out -of -plumb and must be connected to an adjacent wall or to the structure above. 3. Lateral Force Bracing Where substantiating design calculations are not provided, horizontal restraints shall be effected by four No. 12 gage wires secured to the main runner within 2 inches of the cross runner intersection and splayed 90 degrees from each other at an angle not exceeding 45 degrees from the plane of the ceiling. A strut fastened to the main runner shall be extended to and fastened to the structural members supporting the roof or floor above. The strut shall be adequate to resist the vertical component induced by the bracing wires. These horizontal restraint points shall be placed 12 feet on center in both directions with the first point within 6 feet from each wall. Attachment of the restraint wires to the structure above shall be adequate for the load imposed. Lateral force bracing members shall be spaced a minimum of 6 inches from all horizontal piping or duct work that is not provided with bracing restraints for horizontal forces. Bracing wires shall be attached to the grid and to the structure in such a manner that they can support a design load of not less than 200 pounds or the actual design load, with a safety factor of 2, whichever is greater. 4. Perimeter Members Unless perimeter, members are a structural part of the approved system, wall angles or channels shall be considered as aesthetic closures and shall have no structural value assessed to themselves or their method of attachment to the walls. Ends of main runners and cross members shall be tied together to prevent their spreading. 5. Attachment of Members to the Perimeter To facilitate installation, main runners and cross runners may be attached to the perimeter member at two adjacent walls with clearance between the wall and the runners maintained at the other two walls or as otherwise shown or described for the approved system. Only Intermediate and Heavy Duty ceiling systems as defined in the Classification section of these guidelines may be used for the support of lighting fixtures. All lighting fixtures shall be positively attached to the suspended ceiling system. The attachment device shall have a capacity of 100 percent of the lighting fixture weight acting in any direction. When intermediate -duty systems are used, supplementary, No. 12 gage hanger wires shall be attached to the grid members within 3 inches of each corner of each fixture. Tandem fixtures may utilize common wires. Where heavy -duty systems are used, supplemental hangers wires are not required if a 48 -inch modular banger wire pattern is followed. When cross runners are used without supplemental hangers wires to support the ends of lighting fixtures (see figure 7), these cross runners must provide the same carrying capacity as the main runner. If the cross runners are not the same carrying capacity as the main tees, supplementary, No. 12 gage hanger wires shall be attached to the grid members within 3 inches of each corner of each fixture supported by a cross tee. Light fixtures weighing less than 10 pounds shall have one, No. 12 gage hanger wire connected from the fixture housing to the structure above. This wire may be slack. Supplementary hanger wires are not required. Lighting fixtures weighing more than 10 pounds but less than 56 pounds shall have, in addition to the requirements outlined above, two No. 12 gage hanger wires connected from the fixture housing to the structure above. These wires may be ' slack. Lighting fixtures weighing 56 pounds or more shall be supported directly from the structure above by approved hangers. Supplementary hangers are not required. Pendant -hung lighting fixtures shall be supported directly from the structure above using No.9 gage wire or an approved alternate support without using the ceiling suspension system for direct support. 2 Ceiling mounted air terminals or services weighing less than 20 pounds shall be positively attached to the ceiling suspension main runners or to cross runners with the same carrying capacity as the main runners. Terminals or services weighing 20 pounds but not more than 56 pounds shall have, in addition to the above, two No. 12 gage hanger wires connected from the terminal or service to the ceiling system hangers or to the structure above. These wires may be slack. Terminals or services weighing more than 56 pounds shall be supported directly from the structure above by approved bangers. I'.\ -IZ"I I I IONS The drawings shall clearly identify all systems and shall define or show all supporting details, lighting fixture attachment, lateral force bracing, partition bracing, etc. Such definition may be by reference to this standard, or approved system, in whole or in part. Deviations or variations must be shown or defined in detail. I)1 .\11 fN( }ti \II)' The drawings shall clearly identify all systems and shall define or show all supporting details, lighting fixture attachment, lateral force bracing, partition bracing, etc. Such definition may be by reference to this standard, or approved system, in whole or in part. Deviations or variations must be shown or defined in detail. ® ® ® - ® ® ® - ® ® ® ® ® ® ® NMI MI OEM ©HANGER WIRE OPTION C 12 GA.XI' �E SR. 51RM. 1O UAL SPAGMG 45• BRACE ME PERPE1mmMAR TO BEAMS - FOUR - 11QIT 11R/PS ROUND WM 01181 craw 0 UM PS 0 BEAM. TTP. MITER URE - 11OTEE TIGHT M RAPS mum saw Irmo 1r. C1YNG E 0 48 0.C. ©H WIRE OPTION B MAX SPACING COSTING METAL ROW' DECK COSMO ROOF OK UNISTRUT" P2000 1 %° H 9 /32° 1 L 2 .890° 1 .735° 41.3 9.5 22.2 9S V �i 4 1.3 + L 2 COLUMN LOADING - P2000 22.6 l 18.7 24 2,320 36 1950 6,600 6,000 5 240 4,230 5,130 4,230 2,970 2,060 48 60 1,490 1,120 3,790 2,610 2,530 1,670 1,670 1,160 1,070 740 72 84 860 680 1,750 1,290 1,160 850 740 510 540 380 96 540 990 108 440 780 650 420 510 330 290 120 370 630 420 270 •• MATERIAL Unistrut channels are accurately and carefully cold formed to size from low - carbon strip steel. All spot - welded combination members, except P1001T, are welded 3" (76 mm) maximum on center. STEEL: PLAIN 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and 18 Ga. (1.5 mm) ASTM A1011 GR33 STEEL: PRE - GALVANIZED 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm) ASTM A653 GR 33 For other materials, see Special Metals or Fiberglass sections. Wt/100 Ft 116 Lbs (173 kg/100 m) Allowable Moment 3,520 ln-Lbs (570 Nam) 16 Gauge Nominal Thickness .060' (1.5mm) BEAM LOADING - P2000 "5 p © 1-tv 24 1,170 0.06 1,170 1,170 36 780 0.13 780 780 1,170 48 590 0.23 590 510 60 470 0.36 430 330 72 390 0.52 300 230 84 340 0.71 220 170 150 110 80 96 290 0.92 170 130 108 260 1.17 130 100 70 230 1.44 110 80 50 144 200 2.08 80 60 40 168 170 2.83 60 192 150 3.70 40 216 130 4.68 30 240 120 5.78 30 FINISHES All channels are available in: .' S • Perma Green II (GR) • pre- galvanized (PG), conforming to ASTM • Hot - dipped galvanized (HG), conforming to • Plain (PL) Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20' LA pa ( 0fb Z IL-Ft •I 4 VI 9 215 A653 G90 c 22 pa✓f ASTM M23 !6 fk.f Project: Architect/ Engineer: Michael D. Moser, P.E. Date: 04-0 8-08 Contractor. Address: Notes 1: Notes 2: Phone: 541 850 -6300 UNISTRUT m P2785 sift" Hex Nuts and "U" Boit Included OG P s a 1s x N Pt x 109 74/1 � 1X01it4 • For use with Beams up to 3 /4" (19.1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. Design Load Each 1000 Lbs (453.6 kg) Use In Pairs Only Wt/100 pcs: 83 Lbs (37.6 kg) 534 psliku. tEA.+.& ( 1C1-6— G • C I bf = -Alba° tit > ( Go )4�s 1 r led steel plates, strip he steel produces a smooth surface free from scale. Rttings are available in: Penns -Green II (GR), electro-galvanized (EG), Many fittings are also available In stainless steel, aluminum and fiberglass. conforming to ASTM 0633 Type III SC1; Hot -dipped galvanized (HG), Consult factory for ordering Information. conforming to ASTM Al23 or A153 and plain (PL) When used for mechanical supports, load capacities of brackets and fittings should be In compliance with the American Standard Code for Pressure Piping. Project: Architect / Engineer. Michael D. Moser, P.E. Date: 04 - 08 Contractor. Address: Notes 1: Notes 2: Phone: 541850 - 6300 Approval Stamp: At la t n , �I atil; ` Unt UnUo y =Loading at•tletle 41z�. 9 °� t '$re. d_ � ":.�;�. k' - 4 fOticnr1 en ttllaijornrtioad �s1, a ''''' .0 ,11:: 40:49) an/3604 ' ylna, •,, _.° albs. � :' I bs{• it :. 24 1,170 0.06 1,170 1,170 1,170 36 780 0.13 780 780 600 48 590 0.23 590 510 340 60 470 0.36 430 330 • 220 72 390 0.52 300 230 150 84 340 0.71 220 170 110 96 290 0.92 170 130 80 108 260 1.17 130 100 70 120 230 1.44 110 80 50 144 200 2.08 80 60 40 168 170 2.83 60 40 30 192 150 3.70 40 30 20 216 130 4.68 30 30 NR 240 120 5•78 30 NR NR • M ' UnberaeedlAllewablg Lua '}S . , % w :k.- i 'H ,. 'a 3 el 8))t IO face ( ,Ink ta Lbs 1 '.°?...,i r,f tN pilax)mua �S - Ya 4�" ' Lo , , -� ¢ � +�, •Apyped at 6� ., L s,{, , .? f ` N K O 80 t�L : ; > r : � g) „,?!;•r y I o{,. E . . K all K ' 2 - ,�L E... .;,Y.b 24 2,320 6,600 6,000 5,130 4,230 36 1,950 5,240 4,230 2,970 2,060 48 1,490 3,790 2,610 . 1,670 1,160 60 1,120 2,530 1,670 1,070 740 72 860 1,750 1,160 740 510 84 680 1,290 850 540 380 96 540 990 650 420 290 108 ' 440 780 510 330 120 370 630 420 270 '• UNISTRUT P2000 1 sib° w _ '. w I 1 .890' 1 w + 1 I 73' 2 41.3 9.5 2 f.9.5 7.1 1 413 2 COLUMN LOADING - P2000 22.6 1 18.7 MATERIAL Unistrut channels are accurately and carefully cold formed to size from low-carbon strip steel. All spot - welded combination members, except P1001T, are welded 3” (76 mm) maximum on center. STEEL: PLAIN 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and 16 Ga. (1.5 mm) ASTM A1011 GR33 STEEL: PRE - GALVANIZED 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) and 16 Ga. (1.5mm) ASTM A653 GR 33 For other materials, see Special Metals or Fiberglass sections. Wt/100 Ft 116 Lbs (173 kg/100 m) Allowable Moment 3,520 In -Lbs (570 N•m) 16 Gauge Nominal Thickness .060' (1.5mm) BEAM LOADING - P2000 Channel Finishes: PL, GR, HG, PG; Standard Lengths: 10' & 20' FINISHES All channels are available in: • Parma Green II (GR) • Pre- galvanized (PG), conforming to ASTM A653 G90 • Hot - dipped galvanized (HG), conforming to ASTM Al23 • Plain (PL) Project: Architect / Engineer: Michael D. Moser, P.E. Phone: 541 850 -6300 Date: 04 -08 -08 Contractor: Address: Notes 1: Notes 2: Approval Stamp: UNISTRUT P2785 " Hex Nuts and "U" Bolt Included • For use with Beams up to 3 /4' (19.1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. MATERIAL Fittings, unless noted, are made from hot- rolled, pickled and oiled steel plates, strip or coil, and conform to ASTM specifications A575, A576, A635, or A36. The fitting steel also meets the physical requirements of ASTM A1011 SS GR 33. The pickling of the steel produces a smooth surface free from scale. Many fittings are also available in stainless steel, aluminum and fiberglass. Consult factory for ordering information. Design Load Each 1000 Lbs (453.6 kg) Use in Pairs Only Wt/100 pcs: 83 Lbs (37.6 kg) FINISHES Fittings are available in: Perma -Green II (GR), electro- galvanized (EG), conforming to ASTM 6633 Type III SC1; Hot - dipped galvanized (HG), conforming to ASTM Al23 or A153 and plain (PL). �r ��a'ge�'x�'4na�.'i�i, -ice 'Yi -J, ,#�- ,�.�'.,L�:,�i. ,..iF• ° �;r?; +'';7::o, i�.': "`:"°+•'..`.tt:.'a',? -' sit .;"•�•;ix�`':,+':)�",'.�:G2k: :c4.„ When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. Project: Architect / Engineer: Michael D. Moser, P.E. Date: x" -08 Contractor: Address: Notes 1: Notes 2: Phone: 541 850 - 6300 Approval Stamp: 250 -A Main Street Klamath Falls, OR. 97603 Precision Structural Engineering, Inc. CANCELED SHEETS: E -Mail: psei@nharter net ph. (541) 850 - 6300 Web: www.structurel.com fax (541) 850 -6233 9/10/2008 11:12 AM FROM: 412- 371 -1586 Lami Grubb TO: +1 (206) 4313665 PAGE: 001 OF 003 1 "1 i013A3a Facsimilie Cover S heet d3Si L a 03/%1303H 4 To: Jim Dunaway Fax Number. +1 (206) 4313665 From: Kevin Wendell Date/Time: 9/10/2008 11:12:53 AM Pages: 3 Subject: Permit # D08 -379 - Marc Ecko Cut & Sew - Southcenter Mall LastiCrilb 3t Management vfcs. Inc. MD Est Asrimrale Ave Pinettacet PA 1I Phu= 412.213.:3430 Fa"a 412.371.1F86 Jim, Per our conversation I have attached the Armstrond ceiling specs for the ceilings installed in the Marc Ecko space at Southcenter Mall in Tukwila. Also, just a reminder that the ceiling control joint detail (detail 4 on sheet A10) was simply a "cover -all" for us, just in case the contractor had found a control joint/expansion joint in the space during construction, he would at least have this detial handy to show him how to cover it. Given our office location in Pitssburgh, we did not have the liberty to fly out to Tukwila and see the site first hand to verify this prior to construction. Hopefully this will answer all your questions and Carol Martin's concerns. Feel free to contact myself or Joshua Longo at my office if you require additional information. Thank you again. w w w. l a m I g r u. b b ..r o m 4 An economical alternative to stud and track construction that is fast and easy to install. Provides practical solutions to many interior and exterior installation conditions. Key Selection Attributes • PeakForm*" patented profile increases strength and stability for improved performance during installation SuperLock *" main beam clip is engineered for a strong, secure connection and fast accurate alignment confirmed with an audible click; easy to remove and relocate "ScrewStop" reverse hem prevents screw spin off on 1-1/2' wide face Rotary- stitched during manufacture by a patented method for additional torsional strength and extra stability during installation • HDB906 and HD8901 main beams and cross tees with extra routings for Type F light fixtures Minimum G40 hot dipped galvanized coating, per ASTM C 645; provides superior corrosion resistance • G90 hot dipped galvanized coating is available for exterior applications (HD8906G90, XL8945PG90, XLB947PG90, XL8965G90, XL8925G90, XL7936G90) • Wind uplift construction available XL (staked -on end detail) cross tees provide secure locked connection; fast and easy to install • All drywall components minimum .018' steel thickness; complies with ASTM C 645 • Accommodates stud, track, hat channel, wood or other supplemental framing • Create drywall perimeters for full module acoustical Rani! installatinn • Fire Guard components meet broad range of UL design assemblies (XL7936G90 is not fire rated) • 10 -year limited warranty Typical Applications • Indoor /outdoor applications • Soffits/special transitions • High visibility areas • Combination drywall and acoustical panel or tile ceilings • Barrel vaults and domes • Wet installations (stucco/plaster) 9/10/2008 11:12 AM FROM: 412 - 371 -1586 Lami Grubb TO: +1 (206) 4313665 PAGE: 002 OF 003 6 6d6ii i( le rri ii 5a AI mstron DRYWALL/STUCCO /PLASTER Grid Systems Product Description Recycled Content: 25% Materials A. General: ASTM C 635 Heavy -duty main beam classification. ASTM A 653 zinc - coated hot dipped galvanized steel. Exposed surfaces chemically cleansed, zinc- coated and prefinished. Materials conform to the performance standard ASTM C 645 (Standard Specification for Rigid Furring Channels for Screw Applications of Gypsum Board). B. Components: 1A. Main Beams: Double -web construction, profile height 1-11/16' with peaked roof top bulb and 1 -1/2" knurled flange. 1B. Main Beams: Double -web construction, profile height 1-1/2" with rectangular top bulb and 15/16° flange. 2A. Cross Tees: Double -web construction, profile height 1-1/2" with peaked roof top bulb and 1 -1/2' knurled flange. 2B. Cross Tee: Double -web construction, profile height 1-11/16" with peaked roof top bulb and prefinished 15/16" flange. ❑ HD8906 (144 °, 1-1/2' flange, 51 routs starting 2 -1/4' from each end for Type F tight fixture compatibility, fire notch expansion relief in web, galvanized) )4HD8901 (144 ", 15/16' flange. 51 routs starting 2 -1/4° from each end for Type F tight fixture compatibility, fire notch expansion relief in web, galvanized) ❑ Other ❑ XL8965 (72', 2 routs, starting 24' off each end, galvanized) For Type F light fixture compatibility ❑ XL8947P (50 ", 8 routs, starting 10° off each end, galvanized) For Type F light fixture compatibility ❑ XL8945P (48 ", 9 routs, center rout and routes starting 10" off each end, galvanized) For Type F light fixture compatibility ❑ XL7936G90 (36 ", no routs, galvanized) ❑ XL8925 (26', 2 routs, 12" off each end, galvanized) For Type F light fixture compatibility XL8926 (24', 3 routs, center rout and 12" off each end, galvanized) For Type F light fixture compatibility ❑ XL7918 (14 ", no routs, galvanized) For Type F light fixture compatibility ❑ Other ❑ XL7341 (48 ", 3 routs starting 12° from each end, galvanized) ❑ XL8341 (48', center rout, galvanized) ❑ Other 1/4' 1/4' 1r1 "� n sne' f 1 -111n8 1- 15!16' I HD8901 DRYWALL/ STUCCO /PLASTER Grid Systems 6. Wall Moldings: galvanized steel. 7. Accessories: (see Drywall Accessories Submittal Sheet CS- 3082). Physical Data Material Hot dipped galvanized steel Surface Finish Unpainted steel Fire Resistance Rating Resistive when used in applicable UL fire resistive designs. Fire Guard components meet UL Design Listings 0501, 0502. G523, G524, G526. G527, G528, G529, J502, L502, L508, L513, L515, L525, L526, L529, L564, P501, P506. P507. P508. P509, P510, P513, P514, P516 (XL7936G90 is not fire rated) NOTE: See UL Dirrectory for details on specific designs. Cross Tee /Main Beam Interface Override End Detail Main Beam: Staked -on clip - HD8906 Main Beam: Coupling - HD8901 Cross Tee: Staked -on clip Duty Classification Heavy -duty Main Beam Load Test Data MAIN WEB BEAMS LENGTH HE!G4iI H08001 144' 1.1/2' H08906 144" 1 - 11/16" ASTM CLASS H,xlvy -duty H,xlvy -duty Cross Tee Load Test Data CROSS TEE LENGTH XL7918 14" X1.8026 24' X1.8925 26' X17936000 36' X1.7341 48' X18341 48' XL8945P 48" XL8947P 50' 91.8965 72' WEB HEIGHT 1-1/2' 1-1/2' 1 -1/2' 1 -1/2' 1.11/16' 1 -1/2' Y 107.0 1580 117D t1HQ 500 24.8 24.8 22.5 MINIMUM LBS. TO PULL OUT CROSS TEES COMPRESSION/TENSION X1.7918. 818926. 377.0 XL8925. XL7936G90, X17341. X1.8341, XL8945P, XL8947P, 088065 TechLine'" / 1 877 ARMSTRONG 1 877 276 7876 armstrong.com CS.3081.1207 9/10/2008 17 :12 AM FROM: 412- 371 -1586 Lami Grubb TO +1 (206) 4313665 PAGE: 003 OF 003 ❑ 7838 (120 ", unhemmed channel molding, nominal 3/4" x 1- 9/16 ", 1 -1/4 ") ❑ 7858 (144 ", hemmed reverse angle molding, nominal 1- 9/16" x 15/16 ") KAM10 (120", hemmed angle molding, nominal 1 -1/4" x 1 -1/4 ") ❑ KAM12 (144 ", hemmed angle molding, nominal 1 -1/4" x 1 -1/4 ") ❑ Other Z 123.2 46.3 143.0 57.3 60' HANGER SPACING db• 4 r 'mph Semi Lag 24.75 28.14 HANGER SPACING (Lb rlr 511,c'x Spar 72' Y 71.5 129.0 080 33.3 t 80.1 95.50 _LgEl 0' 4' 16.59 16.59 15.0 31.4 35.8 50' 195 130 6.4 427 Seismic Performance Seismic loading: ICC Evaluation Service, Inc. ESR -1289 2003 International Building Code 1997 Uniform Buiding Code, Continuous Membrane, One Level; Per Section 25.210. Consult local code for requirement. MINIMUM Les. TO PULL OUT BEM S COMPRESSION/TENSION H08901 348 0 H08906 374.0 4 16.50 1876 72' 1.9/16 - 1 -1/4' 1 CHANNEL MOLDING I -IH' ! 3/4' { - 111 15A0' 50 TT i L ANGLE MOLDING REVERSE MOLDINGS Maximum Fixture Weight A. Main Beam to Main Beam Main Beam t Hanger Wire (•) 1. Fixture' 2. Planning Module 3. Hanger Spacing 4. Item HD8901 Item HD8908 Class A Fire Rated 24'x48 48' x 48 48' 90.0 lbs. 90 0 lbs 4. 90.0 lbs. 90.0 lbs. Main Beams tested as follows. HD8906 tested et 18.76 lbs./lin ft. to 1/360 of 4' span. NOTE: The above date is based on 48' hunger wire spacing, board weight of 2 Ibs /sq. ft ,maximum deflection of tees not to exceed 1/360 of the span, and suspension system installed in accordance with ASTM C 636. Fixture weight is based on single fixture only. For end.to -end fixtures consult your Armstrong representative. "Fixtures weighing more then 56 lbs. should be Independently supported. "'To derive maximum lbs /SF, divide the on -center spacing of the component into the Ibs/LF given in the bed lest data bible. ICC Reports For areas under ICC jurisdiction, see ICC evaluation report number 1289 for allowable values 8nd /or conditions of use concerning the suspension system components listed on this page. The report is sut ec.Y to reexamination, revisions end possible cancellation. @2007 Armstrong World Industries, Inc. Printed in the United States of America ACTIVITY NUMBER: D08 -379 DATE: 08 - - PROJECT NAME: MARC ECKO CUT AND SEW SITE ADDRESS: 837 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPART EN uilding Division lkj Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete r Comments: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 0 PERMIT COORD COPY 0 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Permit Center. Ose.Only., • • • INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions n DUE DATE: 08-14 -08 Not Applicable ❑ No further Review Required DATE: DATE: Planning Division Permit Coordinator n n DUE DATE: 09-11-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -379 DATE: 07 -18 -08 PROJECT NAME: MARC ECKO CUT & SEW SITE ADDRESS: 837 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTM -1402 tnvisi00 ✓'!✓ Public Works g Structural dra RMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: k. PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP b'o° 414(/ 1 v2a I' C ' /9 Fire Prevention APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 Planning Division vy ❑ Permit Coordinator DUE DATE: 07-22-08 Not Applicable ❑ No further Review Required DATE: DUE DATE: 08-19-08 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg J Fire ❑ Ping ❑ PW ❑ Staff Initials: REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax. etc. Date: City of Tukwila 7 Response to Incomplete Letter Department of Community Development 031)(1‘,iiinIxon,•.i. Bottle% itr,1 #100 lukw ila. Washington 98188 Phone: 206-431-3670 Fax 206-431 -3665 w s ite hiln• witit , u.■ niTV Revision 4' after Permit is Issued AUG 1 2 2008 Revision requested hy a City Building Inspector or Plans Examiner PERMIT CENTER )0: Response to Correction Letter ti Li Li • Plan Cheek/Permit Number: DO 8-379 Project Name: ' MARC ECKO CUT AND SEW Project Address: 837 Southcenter Mall Contact Person: Kevin Wendell Summary of Revision: CC_Af re--"ncr1J k c2„tia,sItsc5-WO Sheet Number(s): "Cloud" or highlight all areas of revision including date of reviittiaii Received at the Cit.) of 01,■‘ iia Permit Center by Entered in Permits Plus on USIA f on Stilt' maltnitiai t rented i•; -I , -.2 , 4)4 fzcsssed Phone Number: August 5, 2008 Allen Johannessen City of Tukwila Building Division 6300 Southcenter Blvd # 100 Tukwila, WA 98188 Phone: 206 - 431 -3670 Phone: 206- 433 -7163 Fax: 206 - 431 -3665 • 711 N. Fielder Read • Arlington, T X 76012 • T: 81 /.035.S696 • F. 817.635.5699 Re: Marc Ecko Cut & Sew, Space# 1450, Southcenter Mall, Tukwila, WA. Plan Review Permit No. D08 -379 Dear Mr. Johannessen, We have received your letter with comments from July 29, 2008. We offer the following responses: 1. Comment: The storefront glazing shows a center section not supported. Full height storefront glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where glazed edges adjacent to other glazing having no vertical supports, are provided with glazing clips. Please provide an engineered design for the unsupported glass panel edges. (IBC 2403.2 & 2403.3) Response: Per our conversation 07/30/08 to provide glazing clips will be sufficient; we shall comply. Please see enclosed cut sheets and revised sheet A3 & A6. 2. Comment: Provide notes on the reflective ceiling plan to indicate emergency egress lighting shall comply with egress illumination where emergency pathways have sufficient illumination to meet the 1 foot - candle requirement at the walking surface leading to the exit discharge doorways. (IBC section 1006 & 1025.8) Response: We shall comply. Please see revised sheet A4. Additionally, we have internally revised the style of the storefront doors. They went from being full height 11 '-6" doors, to a set of 10 '-0" tall doors with a 1 '-6" transom above. See revised sheets IS1, A3, & A5. We trust these responses meet with your approval. Please let us know if there are any questions. Thank you for your time. Sincerely, Cortland Morgan, AIA Cc: • Q"q Kevin Wendell, Lami Grubb Management Services. Jerry Smith, Ecko Enterprises Peter Ferri, Jem Construction Jim Miller, Jem Construction July 29, 2008 Kevin Wendell 100 East Swissvale Avenue Pittsburg, PA 15218 RE: CORRECTION LETTER #1 Development Application Number D08 -379 Marc Ecko Cut and Sew — 837 Southcenter Mall Dear Mr. Wendell: This letter is to inform you of corrections that must be addressed before your development permit 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 Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. 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. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Brenda Holt Permit Coordinator encl File No. D08 -379 City of Tukwila Department of Community Development • P:\Pennit Center\Correction Letters\2008\D08 -379 Correction Ltr #1.DOC wer S Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Building Division Review Memo Date: July 24, 2008 Project Name: MARC ECKO Cut & Sew Permit #: D08 -379 Plan Review: Allen Johannessen, Plans Examiner • Tukwila Building Division Allen Johannessen, 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. The store front glazing shows a center section not supported. Full height storefront glazing, where one or more sides of any pane of glass are not firmly supported, or are subject to unusual load conditions, that glazing shall require detailed construction documents with shop drawings and analysis specifically detailing the installation. Typically where the glazed edges adjacent to other glazing having no vertical supports, are provided with glazing clips. Please provide an engineered design for the unsupported glass panel edges. (IBC 2403.2 & 2403.3) 2. Provide notes on the reflective ceiling plan to indicate emergency egress lighting shall comply with egress illumination where emergency pathways have sufficient illumination to meet the 1 foot -candle requirement at the walking surface leading to the exit discharge doorways. (IBC Section 1006 & 1025.8) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. 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 / Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 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 j 4 Water closet, tank or valve, >1.6 GPF 8 4 King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • u 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 /s /lam, 47 f Property 7 reet Address City State it ) Czt��- Owner's Name Subdivision Name Subdiv. # Building Name (if applicable) ) `3 70 Owner's Phone Number (with Area Code) ZIP Lot # /) Block # 4 ? x t 'hc.: )L 1L'L4 l� ( ) Property Contact Phone Number (with Area Code) Owner's Mailing Address 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 'T Signature of Owner /Representative` RCE Property Tax ID # ‘3 ' I Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes C31 [o Was building on Sanitary Sewer? ❑ Yes limo Was Sewer connected before 2/1/90? ❑ Yes EI-N46 Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalgg eki (add A & B) CITY OF TUKWILA JUL 18 2008 PERMIT CENTER A B I 4 D 6 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. All future billings can be prepaid at a discounted amount. 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.correct data for dete9inat'on Oa revised capacity charge. Print Name of Owner / Representative / )4 1058 (Rev. 9/07) White - Kinn County Yellow - Local Sewer Aaenc, Pink - Sewer Customer Date 7/,✓4 /; RCE Part I Fill out this form, fold it so the business -reply portion is showing and return it to Metro's industrial waste section. If you need to use additional sheets of paper, please mail the entire package of information in a separate envelope. Mail to: Metro, Water Pollution Control Department, Industrial Waste Section, 130 Nickerson Street, Suite 200, Seattle, WA 98109 -1658. Company name: E G KC) 6- 6=T L R - RASES Contact person at your company: R ')4 j,) 5'c' w EJ) E. A- i Title: C. N61 crl N AN AG Telephone: `Ili " 2 - ( CU 6 Mailing address: 4v t r 2_3 eo 5 eV" . /Gg. K e !'JY 10110 Type of business (What does your firm manufacture or produce ?): Number of business sites: Address of each business site No. of employees at site: 1137 50 TE1�,i4tt. tuicwuul. 91315K 5 2. 3. Use additional sheets if necessary. Part II Please circle the correct answer as it applies to the business site given below. If you have more than one business site, please copy this page and fill out a form for each site. Company name: Site address:. Contact person:. Title: Business Declaration . ,: ; k 2. Does your building have floor. drams, catch basins, sumps or sinks in `t'f r .. itF•` C.'pf - IP e - 7 t. .. a : "kor• • _ 'dx `S :'•1 ' _ t' : ' , v, r ;other outlets•to:the�samt .� � ary�sew e rs� � .,r . � gr .v .. Aid 3-+ ..,,• a .:� " . . : , ,�w , . 40et,- •i-hr. Y t es N o i 4ez't . N ,it..' ,,. uev- ?,:nc*. • • 1: Does your company. use water for cooling; production, manufacturing, washing, rinsing or cleaning floors int production areas? 0 Yes No roduction areas or any . RECEIVED ';. OF TUKIMLA JUL 18 YOU8 PERMIT CENTER 511 Ii f 0 Yes Q No If yes, are they for resale? ID Yes al No 4. Does your company use solvents or flammable substances? El Yes 0 N If yes, do you recycle them? QYes [73 No 5. Does your company process food or animal matter? ❑ Yes 3 No 6. Does your company use metals or metal solutions in manufacturing, processing, treating waste, etc.? QYes [No 7. Does your company pump or di'scharge for construction dewatering or groundwater remediation? Q Yes air No 8. Does your company have uncovered storage areas or outdoor activities; such as vehicle maintenance,equipment- washing and drum - cleaning? 0 Yes No 9. How many gallons of industrial wastewater does your company discharge day? (check one) X I None O Less than 5,000 gallons O 5,000 - 25,000. gallons O More than 25,0001allons a S • BUSINESS R:E P LY MAIL FIRST CLASS. PERMIT NO. 10958 SEATTLE. WA Thank you �. +N91P9STA9E• • NECESSARY' IF MAILED • uy• ..INTHE ''�NiTEO .STATES POSTAGEWfl1 BE pap.eY' OORESSEE ' ' ' INDUST W SECTIO WATER .1;),94 IJTIQf4,CgNTHf)t..pEPARTMENT. : t KING.:COUNTY DEPARTMENT OF METRQPt)LITAN`SER a.; yoG i ati. h ;,. ,, 0 AVE 821' -2N * ' %` • . ... ,.,:.. �_, . •,. -- ` = - . • ,._4AATTLE WA 98104 -9986 1 111111111 11 11 1 1 11 1 11111 111111111 611 1 1 1l11 1 11 11 1111 Bond C Bond B Bond E Effective E Expiration C Cancel I Impaired B Bond R Received 3 C CBIC S SA7695 0 03/01/2002 U Until Cancelled $ $12,000.00 0 03/19/2002 2 C CBIC S SA7695 0 03/01/1998 0 03/01/2002 $ $6,000.00 1 C CBIC S SA7695 0 03/04/1997 0 03/01/1998 $ $6,000.00 Policy Number Effective Expiration Cancel Impaired Amount Received Name Date Date Date Date Date 9 OHIO CAS BL00353040470 12/02/200312/02 /2008 $1,000,000.0011 /27/2007 INS CO 8 OHIO CAS BL00353040470 12/02/200212/02 /2003 $1,000,000.0004 /28/2003 INS CO OHIO CAS 7 52432455 05/12/200105/13 /2003 $2,000,000.0003 /19/2002 INS CO 6 OHIO CAS TBA 05/12/200005/12 /2001 INS CO 5 TRAVELERS 1680224H9717COF9905 /12/199905/12/2000 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LIt1 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company J E M CONSTRUCTION INC 2538432765 29506 8TH AVE S ROY WA 98580 PIERCE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601770782 ACTIVE JEMCOI`033DD CONSTRUCTION CONTRACTOR 3/4/1997 5/12/2009 GENERAL UNUSED Business Owner Information Name MILLER, JAMES E Role Effective Date 01/01/1980 Expiration Date Bond Information Insurance Information • • Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= JEMCOI *033DD 08/21/2008 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LIt1 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. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company J E M CONSTRUCTION INC 2538432765 29506 8TH AVE S ROY WA 98580 PIERCE CORPORATION UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601770782 ACTIVE JEMCOI`033DD CONSTRUCTION CONTRACTOR 3/4/1997 5/12/2009 GENERAL UNUSED Business Owner Information Name MILLER, JAMES E Role Effective Date 01/01/1980 Expiration Date Bond Information Insurance Information • • Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail. aspx ?License= JEMCOI *033DD 08/21/2008 DRAWING INDEX . CORTLAND MORGAN 711 N. FIELDER ROAD ARLINGTON, TX 76012 PHONE: 817 - 635 -5696 FAX: 817-635-5699 ISSUE A A HALLBERG ENGINEERING 1750 COMMERCE COURT WHITE BEAR LAKE, MN 55110 PHONE: 651 - 748 -1100 FAX: 651-748-9370 OWNER JERRY SMITH DIRECTOR OF CONSTRUCTION PHONE: 970 - 731 -0726 EMAIL: JERRYS @ECKO.COM RYAN SOLLEDER CONSTRUCTION MANAGER PHONE: 917 - 262 -1806 EMAIL: RYANS @ECKO.COM ECKO ENTERPRISES 40 WEST 23RD STREET NEW YORK, NY 10010 SEPARATE PERMIT RE UIRED FOR: . Mechanical C /Electrical 0/Plumbing REVISION REVISION BID SET LANDLORD SET BID SET PERMIT SET PERMIT SET REVISION CS COVER SHEET 07/01/08 07/10/08 08/05/08 IS1 SCHEDULES & VENDOR LIST 07/01/08 07/10/08 08/05/08 Al CONSTRUCTION PLAN & TRANSITION DETAILS 07/01/08 07/10/08 A2 FIXTURE PLAN & MANAGER DESK ELEVATION 07/01/08 07/01/08 A3 INTERIOR ELEVATIONS 07/01/08 07/10/08 08/05/08 A4 REFLECTED CEILING PLAN 07/01/08 07/10/08 08/05/08 A5 STOREFRONT ELEVATION & ENLARGED PLAN 07/01/08 07/10/08 08/05/08 A6 TOILET ROOM & FITTING ROOM DETAILS 07/01/08 07/10/08 A7 STOREFRONT SECTIONS & DETAILS 07/01/08 07/10/08 A8 STOREFRONT SECTION & DETAILS 07/01/08 07/10/08 A9 PARTITION DETAILS 07/01/08 07/10/08 A10 CEILING & PARTITION DETAILS 07/01/08 07/01/08 All STOREFRONT DETAILS 07/01/08 07/10/08 Al2 STOCKROOM SHELVING DETAILS 07/01/08 07/01/08 MO MECHANICAL TITLE SHEET 07/01/08 07/10/08 M1 HVAC PLAN 07/01/08 07/10/08 M2 PLUMBING PLAN 07/01/08 07/10/08 08/05/08 M3 MECHANICAL SPECIFICATIONS 07/01/08 07/10/08 08/05/08 Et) ELECTRICAL TITLE SHEET & SCHEDULES 07/01/08 07/10/08 El LIGHTING PLAN 07/01/08 07/10/08 E2 POWER PLAN 07/01/08 07/10/08 E3 ELECTRICAL SPECIFICATIONS 07/01/08 07/10/08 S1 GENERAL STRUCTURAL NOTES & DETAILS 07/03/08 S2 SUSPENDED CEILING BRACING DETAILS __— _ __ 07/03/08 LANDLORD NOTES 1. ALL FACTORS. 2. VERIFY 3. DOOR 4. TENANT'S 5, TENANT MAINTAINED, 6, WATER REQUIRED 2 -PART REINFORCEMENT 7. ALL 8. STOREFRONT COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REQUIREMENTS AT JOBSITE CLEARANCE OF EXISTING BRACING AT REAR BELL TO BE INSTALLED AT 3' -6" A.F.F. CONTRACTOR TO GET APPROVAL AND CORING REQUIREMENTS SHALL PROPERLY SEAL ALL PENETRATIONS TO COMPLY ALL PLUMBING, ELECTRICAL, AND MECHANICAL DEVICES PROOF MEMBRANE MUST BE INSTALLED UNDER CERAMIC TO INSTALL LANDLORD APPROVED LATEX RUBBER WATERPROOFING FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER (LATICRETE 9235 OR SUMMITVILLE S- 9000). INSTALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS. NO MUST BE INDEPENDENTLY SUPPORTED, LANDLORD'S • FOR FLAME SPREAD AND SMOKE DOOR. ON UPPER LEVEL PRIOR TO PROCEEDING WITH CODE REQUIREMENTS. THE FIRE RATED ASSEMBLY PENETRATING THE FLOOR SHALL BE FIRE TILE IN TOILET ROOMS A MINIMUM OF 4" UP WALLS. MATERIAL. MEMBRANE SHALL BE FOR TROWEL APPLICATION WITH GLASS A WATER TIGHT DOOR THRESHOLD. CONNECTING TO DECK ALLOWED. BULKHEAD CAN ONLY BE USED FOR LATERAL CORRECTION LT DEVELOPMENT WITH WORK. SHALL BE RATED. TENANT MANUFACTURER'S FIBER FABRIC SUPPORT. R # I REVISIONS .,_ No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees, I . ARCHITECT CORTLAND MORGAN 711 N. FIELDER ROAD ARLINGTON, TX 76012 PHONE: 817 - 635 -5696 FAX: 817-635-5699 PROJECT MANAGER KEVIN WENDELL LAMI GRUBB MANAGEMENT SERVICES 100 EAST SWISSVALE AVENUE PITTSBURGH, PA 15218 PHONE: 412 - 243 -3430 FAX: 412-371-1586 EMAIL: KWENDELL @LAMIGRUBB.COM ENGINEER HALLBERG ENGINEERING 1750 COMMERCE COURT WHITE BEAR LAKE, MN 55110 PHONE: 651 - 748 -1100 FAX: 651-748-9370 OWNER JERRY SMITH DIRECTOR OF CONSTRUCTION PHONE: 970 - 731 -0726 EMAIL: JERRYS @ECKO.COM RYAN SOLLEDER CONSTRUCTION MANAGER PHONE: 917 - 262 -1806 EMAIL: RYANS @ECKO.COM ECKO ENTERPRISES 40 WEST 23RD STREET NEW YORK, NY 10010 SEPARATE PERMIT RE UIRED FOR: . Mechanical C /Electrical 0/Plumbing TENANT COORDINATOR JOSHUA KIMMEL WESTFIELD CORPORATION 11601 WILSHIRE BOULEVARD 14TH FLOOR LOS ANGELES, CA 90025 PHONE: 310 - 893 -4761 FAX: 310-575-5991 EMAIL: JKIMMEL @WESTFIELD.COM MALL OPS. MGR. ANDY CIARROCCHI WESTFIELD SOUTHCENTER 633 SOUTHCENTER PARKWAY TUKWILA, WA 98188 PHONE: 206- 246 -0423 EMAIL: ACIARROCCHI @WESTFIELD.COM BUILDING DEPARTMENT BILL RAMBO CITY OF TUKWILA BUILDING DIVISION 6300 SOUTHCENTER BOULEVARD, #100 TUKWILA, WA 98188 PHONE: 206 - 431 -3670 FAX: 206- 431 -3665 EMAIL: TUKBLDG @CI.TUKWILA.WA.US PERMIT EXPEDITOR MARCIA PEDDICORD SOUTHCENTER EXPANSION - SEATTLE 633 SOUTHCENTER, TRAILER #3 SEATTLE, WA 98188 PHONE 1: 206 - 802 -6071 PHONE 2: 818 - 402 -8923 FAX: 206-246-7043 EMAIL: MPEDDICORD @WESTFIELD.COM macy§ STORE LOCATION SPACE #1450 2569 SQUARE FEET LEVEL 1 of 3 �L Vkai:r �ti SITE MAP MARC ECKO CUT & SEW WESTFIELD SOUTHCENTER 837 SOUTHCENTER MALL TUKWILA, WA 98188 CODE SUMMARY APPLICABLE CODES: 2006 INTERNATIONAL BUILDING CODE (WITH STATE AMENDMENTS) 2006 INTERNATIONAL MECHANICAL CODE (WITH STATE AMENDMENTS) 2006 NATIONAL ELECTRIC CODE (WITH STATE AMENDMENTS) 2006 UNIFORM PLUMBING CODE (WITH STATE AMENDMENTS) ACCESSIBILITY CODE: CHAPTER 11 IBC AND OTHER IBC REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDING ICC /ANSI A117.1 - 2006 2006 INTERNATIONAL FIRE CODE (WITH STATE AMENDMENTS) 2003 WASHINGTON NON- RESIDENTIAL ENERGY CODE PREVAILING LOCAL AMENDMENTS DESCRIPTION OF PROJECT: 'MARC ECKO CUT & SEW' RETAIL CLOTHING STORE TENANT INTERIOR RENOVATION /FIT -OUT OF A EXISTING DEMISED SPACE EXISTING ON THE FIRST FLOOR OF A COVERED (3) STORY MALL. USE GROUP: M - MERCANTILE CONSTRUCTION TYPE: II -B TOTAL SQUARE FOOTAGE: 2569 S.F. OCCUPANCY CALCULATION: SALES AREA: 1962 SF / 30 SF per person = 66 NON -SALES AREA: 607 SF / 300 SF per person = 3 TOTAL OCCUPANT LOAD = 69 EGRESS: MAX. DEAD -END CORRIDOR = 20 FT. TOTAL MEANS OF EGRESS = 2 (ACCESSIBLE) MINIMUM EGRESS DOOR WIDTH = 36" FIRE RATINGS: Element Wall Rating Demising Wall 1. Hr. Sales /Stock Wall 1 Hr. Exit Corridor Wall 1 Hr. Ceiling 1 Hr. TENANT PLUMBING: TOILETS = 1 (UNISEX) LAVATORIES = 1 (UNISEX) Door Rating 45 Min. 45 Min. 45 Min. N/A FIRE PROTECTION: SPRINKLERED = YES FIRE EXTINGUISHERS = YES MAX. FIRE EXTINGUISHER TRAVEL = 75' TENANT EGRESS DIAGRAM 0 ce I— .- < 3rd EXIT ROUTE: DISTANCE = 57' -0" 1 ADJACENT TENANT [! Et sie I II LIILI I) 2nd EXIT ROUTE: DISTANCE = 68' -0" ADJACENT TENANT 38" MIN. PATH OF EGRESS 1st EXIT ROUTE: DISTANCE = 80' -0" MALL Gas Piping City of Tukwila BUILDING DIVISION Cu/&cSew ESTFIELD HCENTER MALL 837 SOUTHCENTER MALL TUKWILA, WA 98188 iKLVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 8 2 08 City Of I mi i BUILDING II1 1 ALE COPY Permit Nor U ✓9 Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy y and c aAdit Isadutowisdged: City of Tukwila BUILDING DIVISION I DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM 10 U C O R T L A N D CIWIA M O R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 5 co oo N C • • M d N -J 4J a_ a a) ro N 16 W C a REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 RECEIVED CITY OF TUK AUG 12 2008 PERMIT CENTER COVER SHEET SHEET NUMBER C S LL a FINISH SCHEDULE MARK MANUFACTURER TYPE /COLOR REMARKS ACP -1 USG - RADAR WHITE 2' X 4' PANEL & GRID, SEE FINISH NOTE #13 BELOW B-1 SUPPLIED BY G.C. ST -1 i X 4" CHAMFERED WOOD BASE BOARD, G.C. TO SUPPLY SAMPLE TO OWNER GL/AL H.M. PATTI SHORE SUPPLIED BY OWNER'S VENDOR (API) & INSTALLED BY G.C. 1, 2, 3, 6, 7, 8, & 9 2 B E. 3'-0" X 7'-6" SALES AREA/ EXIT CORRIDOR B -3 JOHNSONITE COLOR: #22 PEARL 4" VINYL WALL BASE, STOCK ROOM & EXIT CORRIDOR B 4 OWNER'S VENDOR (VDI) PRE- FINISHED SUPER WHITE - POWDER COAT METAL, PAINT WOOD METAL EXTERIOR STOREFRONT BASE W/ WOOD TOP CAP - SEE DETAIL 2/A8 CM -1 OWNER'S VENDOR (VDI) PRE STAINED ST -2 BY VENDOR CROWN MOLDING IN SALES AREA (PROVIDE EXTRA STAIN FOR ON -SITE TOUCH UP) FB -1 NICHIHA VINTAGE BRICK - ALEXANDRIA BUFF SALES AREA FIBER CEMENT BRICK PANELS FRP -1 MARLITE WHITE: P -100 4' -0" TALL FRP PANELS SUPPLIED & INSTALLED BY G,C. GL -1 1/2" TEMPERED GLASS BUTT JOINTS W/ POLISHED EDGES STOREFRONT GLASS SUPPLIED & INSTALLED BY G.C. P -i BENJAMIN MOORE #106 WHITE DOVE INTERIOR LATEX FINISH, EGGSHELL (WALLS) P -2 BENJAMIN MOORE #106 WHITE DOVE INTERIOR LATEX FINISH, SEMI GLOSS (DOORS & TRIM) P -3 BENJAMIN MOORE #106 WHITE DOVE INTERIOR LATEX FINISH, FLAT (CEILING) P -4 BENJAMIN MOORE #2132 -10 BLACK INTERIOR LATEX FINISH, MATTE (STOREFRONT DISPLAY SIDE WALLS) P -5 BENJAMIN MOORE #I -02 SUPER WHITE EXTERIOR STOREFRONT, GLOSS FINISH ST -1 SHERWIN WILLIAMS WOOD CLASSICS INTERIOR OIL STAIN A49 -200 SERIES; COLOR SW3114, WARM CHESTNUT STAIN TO MATCH WOOD FLOOR ST -2 OWNER'S VENDOR CUSTOM STAIN TO MATCH FIXTURES VENDOR TO PROVIDE EXTRA STAIN FOR ON -SITE TOUCH UP SV -1 MANNINGTON ASSURANCE II, 16304 SANDRIFT SHEET VINYL BATHROOM FLOORING SEE FINISH NOTE #14 T -1 COORDINATE W/ MALL MANAGEMENT MALL TILE & GROUT MALL TILE FLOORING & GROUT SUPPLIED & INSTALLED BY G.C., V.I.F. TWT 1 AMERICAN TIN CEILING COMPANY PATTERN #21, 24" X 24" TILE, RUSTIC COPPER TRANSLUCENT TILE & MATCHING FINISH NAILS SUPPLIED & INSTALLED BY G.C. VCT -1 ARMSTRONG EXCELON #51911 - CLASSIC WHITE 12 "X12" VCT FLOORING, NON SALES AREAS WC -1 ROLLOUT BLACK /GOLD COLOR BACKWALL & INTERIOR FITTING ROOM WALL COVERING, TRADITIONAL APPLICATION, INSTALLED BY G.C. WC -2 NEWLINE CREME WITH BROWN PATTERN HABERDASHERY WALLPAPER, ADHESIVE BACK, INSTALLED BY G.C. WC -3 NEWLINE BROWN & GRAY BACKGROUND W/ WHITE SKULL PATTERN SALES AREA WALLPAPER, ADHESIVE LOW -TACK VINYL, INSTALLED BY G.C. WD -1 ASI HARDWOOD FLOORING FUMCO50, HARDWOOD FLOORING, HANDSCRAPED WHITE OAK W/ CUSTOM STAIN (WALNUT), 3/8" x 5" x RL SALES AREA WOOD PLANK FLOORING WD -2 ASI HARDWOOD FLOORING FLEFLO13, EXOBAM WHITE OAK W/ BLACK STAIN W/ 3.5mm HARDWOOD WEAR LAYER ON ENGINEERED BAMBOO SUBSTRATE, 35 -7/8" X 4 -3/4" X 5/8" STOREFRONT DISPLAY PLATFORM WOOD PLANK FLOORING DOOR SCHEDULE DOOR TYPE SIZE & LOCATION MATERIAL FIRE RATING REMARKS DOOR & HARDWARE NOTES (SEE BELOW) DOOR FRAME 1 A 6' - 0 "W X 10' - 0 "H STOREFRONT ENTRANCE GL/AL H.M. PATTI SHORE SUPPLIED BY OWNER'S VENDOR (API) & INSTALLED BY G.C. 1, 2, 3, 6, 7, 8, & 9 2 B E. 3'-0" X 7'-6" SALES AREA/ EXIT CORRIDOR H.M, H.M. BILL PIERRO JR. EXISTING DOOR, FRAME & TRIM TO REMAIN PAINT P -2 BY G,C. 1, 2, 3, 4, & 5 3 C EX. 3'- 0 "X7' -0" EXIT CORRIDOR/ REAR EXIT H.M. N.M. 45 MIN, EXISTING DOOR & FRAME (PAINT P -3) BY G.C. SIGNAGE ON MALL CORRIDOR SIDE BY G.C., COORDINATE W/ MALL MANAGEMENT 1, 2, 3, 4, 11, & 13 4 B EX. 3' -0" X 7' -0" TOILET ROOM N.M. H.M. FRANCINE D EXISTING DOOR, FRAME &TRIM TO REMAIN PAINT P -2 BY G.C. 1 2 3, 4 & 10 5 B EX. 3'-0" X 7'-0" EXIT CORRIDOR/ STOCK ROOM H.M. H.M. -- EXISTING DOOR, FRAME & TRIM TO REMAIN, PAINT P-2 BY G.C. 1, 2, 3, 4, & 14 VENDOR CONTACT LIST VENDOR COMPANY CONTACT PHONE WOOD FLOOR ASI SARAH MCGRATH 212 - 206 -1730 EAS /CCT SENSORSENSE BILL COLSON 850 - 536 -7654 EXTERIOR SIGNS BARON SIGN MANUFACTURING PATTI SHORE 561 - 393 -5079 INTERIOR DISPLAY TRACK ARAKAWA -- 1- 888 - 272 -5292 LIGHT FIXTURES LIDO LIGHTING BILL PIERRO JR. 631 - 595 -2000 STOCKROOM SHELVING PIPP MOBILE JOHN RITTER 616 - 988 -4074 STORE FIXTURES CHIPPENHOOK JACKIE FRENCH 972 - 906 -1872 STOREFRONT /MILLWORK VDI CHRISTINA HIGGINS 760 - 471 -0066 TELEPHONE /DSL ECKO FRANCINE D 917 -262 -1821 VIDEO /SOUND PRO- MOTION TINA KLEIN 248- 668 -9537 WALLPAPER (BACKWALL) ROLLOUT CUSTOM WALLPAPER JOHN NODRIK 604- 681 -3780 WALLPAPER (HABERDASHERY) NEW LINE PRINTING JOHN LUCIANO 973 - 405 -6133 MISCELLANEOUS FIXTURES GARCY CORPORATION JULIE POINTER 256 - 447 -9016 x226 STOREFRONT GLASS & CHANNELS AMERICAN PRODUCTS, INC. - (API) JORGE GOMEZ 813- 925 -0144 EXT. 203 FINISH SCHEDULE (ROOMS) ROOM /AREA DESCRIPTION FLOOR BASE WALLS CEILING SALES AREA WD -1 B -1 SEE SHEET A3 NEW GYP. BD, P -3 FITTING ROOMS (ALL) WD -1 B -1 SEE SHEET A3 & A6 NEW GYP. BD, P -3 TOILET ROOM 1 SV -1 B -2 FRP -1 & P -1, SEE SHEET A6 NEW GYP. BD, P -3 STOCK ROOM VCT -1 B -3 P -1 NEW ACP -1 EXIT CORRIDOR VCT -1 B -3 P -1 NEW ACP -1 ABBREVIATIONS A.C.T. ADJ. A.F.F. ALUM. ALT. ANOD. BD. BLDG. BM. BTM. CLG. CTR. CL CLR. C.M.U. COL. CONC. CONST. CONT. DEPT. D. DET. DIM. DR. DBL. DWG. E.J. ELEV. ELEC. EMER. EQ. EX. or EXTG. EXIST. EXP. EXT. F.E. F.F. FIN. FLR. GALV. GA. GL. GYP, BD. H.M. HGT. H. HVAC INCAND. I.D. INSUL. INT. L. MFR. MAS. MAX. MDF MECH. MIN. MISC. MTD. MTG. MTL. N/A O.C. 0. H. O.D. PR. PTD. QTY. REF. REINF. S.C. SHT. SIM. STD. STL. STRUCT. T. TEMP. TH. T.S. TYP. U. N.0 V.C.T. VERT. W. WD. WI ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED BOARD BUILDING BEAM BOTTOM CEILING CENTER CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS DEPARTMENT DEPTH or DEEP DETAIL DIMENSION DOOR DOUBLE DRAWING EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY EQUAL EXISTING EXISTING EXPANSION EXTERIOR FIRE EXTINGUISHER FINISH FLOOR FINISHED FLOOR GALVANIZED GAUGE, OR GAGE GLASS GYPSUM BOARD /DRYWALL HOLLOW METAL HEIGHT HEIGHT or HIGH HEATING /VENTILATING/ AIR CONDITIONING INCANDESCENT INSIDE DIMENSION INSULATION INTERIOR LENGTH or LONG MANUFACTURER MASONRY MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MINIMUM MISCELLANEOUS MOUNTED MOUNTING METAL NOT APPLICABLE ON CENTER OPPOSITE HAND OUTSIDE DIMENSION PAIR PAINTED QUANTITY REFERENCE REINFORCING SOLID CORE SHEET SIMILAR STANDARD STEEL STRUCTURE (AL) TALL TEMPERED THICK TUBULAR STEEL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WIDTH or WIDE WOOD WITH 1 FINISH NOTES 1. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUILDING CODES. THE G.C. SHALL SUPPLY ALL FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS TO THE BUILDING DEPT. AS REQUIRED. 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS & CEILINGS A. CLASS 'B' FLAME 26 TO 75 MAX. SPREAD INDEX B. SMOKE DENSITY 300 MAX. RATING TENANT SIDE WALLS & CEILINGS A, CLASS 'C' FLAME 76 TO 200 MAX. SPREAD INDEX B. SMOKE DENSITY 450 MAX. RATING 3. ALL WOOD MUST BE CLASS 'A' FIRE RATED NON- COMBUSTIBLE MATERIAL & BEAR U.L. STAMP. 4. ALL WOOD MILLWORK MUST BE CLASS 'A' STAMPED OR SUPPLY MANUFACTURER'S CERTIFICATION. 5. ALL PAINTED SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS, 6. ALL DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE. 7, G.C. TO SUPPLY AND INSTALL 4" HIGH COVE BASE IN STOCK ROOM. COLOR AS SELECTED IN SCHEDULE. 8. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS II, 9, ALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MINIMUM OF CLASS III. 10. MATERIALS NOT MEETING THE CLASS MINIMUMS IN NOTE #9 & NOTE #10, SHALL BE COVERED WITH A COATING OF NOT LESS THAN 1/28" THICK THAT IS RATED FOR THE REQUIRED CLASSIFICATION. 11, AFTER INSTALLATION OF ALL MILLWORK; G.C. TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED, 12. G.C. SHALL PAINT ALL NON -SALES AREA PARTITIONS P -i & GYP. BD, CEILINGS P -3, IF NO CEILING IS SPECIFIED IN THE NON -SALES AREA, G.C. TO LEAVE DECK & STRUCTURE ABOVE UNPAINTED. 13. ACOUSTICAL CEILING PANELS IN THE STOCK AREAS, WHERE APPLICABLE, SHALL BE 'USG' RADAR SERIES #2310 OR EQUAL. 2' X 4' TILES WITH A STRAIGHT EDGE. ONE HOUR RATED TILES REQUIRED. 14. TOILET ROOM SHEET VINYL FLOORING TO BE A SEAMLESS APPLICATION AND WILL CONTINUE UP WALLS FOR A 6" HIGH BASE. G.C. TO SUPPLY AND INSTALL FLOORING AND ADHESIVE, USE HEAT WELD ROD COLOR 842354. G.C. TO FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. THE G.C. SHALL SUPPLY & INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATICRETE 9235 OR SUMMITVILLE S -9000) INSTALL A WATER TIGHT DOOR THRESHOLD. DOOR & HARDWARE NOTES 1. ALL EGRESS DOORS TO BE OPERABLE FROM THE DIRECTION OF EXIT TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 2. ALL HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE INSTALLED AT 38" A.F.F., LATCHING & LOCKING DOORS SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO SUPPLY PASSAGE WITHOUT THE ABILITY TO GRASP. 3. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 8 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE FOR SLIDING DOORS, AT THE FIRE DOORS, THE MAXIMUM EFFORT SHALL BE INCREASED TO 15 POUNDS. 4, ALL REQUIRED EXIT DOORS ARE TO BE 45 MINUTE LABELED ASSEMBLES W/ TIGHT FITTING SMOKE GASKETS & SELF CLOSURES, THERE WILL BE NO STORAGE ALLOWED IN EXIT PASSAGE. 5. SALES AREA /EXIT CORRIDOR HARDWARE: EXISTING PASSAGE LATCH TO REMAIN. 6. G.C. TO SUPPLY & INSTALL GLASS (GL -1) FOR NEW STORERFRONT DOORS. 7. KICKDOWN DOOR HOLDER (FINISH TO MATCH DOORS) SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. 8. CUSTOM DOOR HANDLES SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 9. DOME STYLE FLOOR DOOR STOP (SATIN NICKEL FINISH) SUPPLIED & INSTALLED BY G.C. 10, TOILET ROOM HARDWARE: EXISTING PRIVACY LOCK & DOOR CLOSER TO REMAIN. 11. EXIT CORRIDOR/REAR EXIT HARDWARE: EXISTING DOOR ALARM @ REAR EXIT DOOR TO REMAIN. 12. EXISTING STAINLESS STEEL SHEET AT BOTTOM OF DOOR TO REMAIN. 13. EXISTING DOOR CLOSER ON TENANT SIDE TO REMAIN. 14. EXIT CORRIDOR/STOCK ROOM HARDWARE: EXISTING PASSAGE LATCH AND DOOR CLOSER TO REMAIN. NOTES: • DOORS SUPPLIED BY OWNER'S VENDOR (API) & INSTALLED BY G.C. ,• GLASS (GL -1) SUPPLIED & INSTALLED BY G.C. 3' -0" MALL SIGNAGE BY G.C., COORDINATE W/ FACILITIES DIRECTOR PEEP HOLE NOTES: O • FIRE RATED DOOR ASSEMBLY • PAINTED PER THE CENTER'S SPECIFICATIONS • DOOR CLOSER @ TENANT SIDE OF DOOR DOOR & FRAME TYPES 2 „ 3' -0" 2" NOTES: • EXISTING HOLLOW METAL DOOR, FRAME, TRIM & HARDWARE TO REMAIN A\ GENERAL CONSTRUCTION NOTES 1. THE GENERAL CONTRACTOR (HEREIN AFTER CALLED THE G.C.) IS TO VIS :T THE SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS. 2. G.C. IS TO VERIFY LEASE SPACE DIMENSIONS AND EXISTING BUILDING ELEMENTS FOR COMPLIANCE WITH THE DRAWINGS. NOTIFY THE OWNER AND ARCHITECT FOR RESOLUTION OF DIMENSIONAL CONFLICTS IF EXISTING. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER, 3. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LAMI GRUBB BEFORE PROCEEDING WITH RELATED WORK. OTHERWISE, THE CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE G.C. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW CONSTRUCTION PROCEDURES. G.C. SHALL COORDINATE WORK WITH THE LANDLORD WITH REGARD TO TEMPORARY BARRICADES, UTILITIES, ALLOWABLE MATERIALS, TRAFFIC ROUTES, DELIVERY LOCATIONS AND METHODS, STORAGE OF MATERIALS AND TOOLS, NOISE, DUST CONTROL, REQUIRED DEPOSITS, REQUIRED CONTRACTORS, CLEAN -UP, AND ALL OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 5. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED. 6, THE G.C. IS RESPONSIBLE TO RECEIVE, COUNT AND VERIFY ALL OWNER SUPPLIED ITEMS AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO: FREE - STANDING FIXTURES, PERIMETER FIXTURES, FLOORING, GLAZING CHANNEL, CASEWORK ITEMS, LIGHTING AND LAMPS. 7. EXCEPT AS OTHERWISE INDICATED, THE G.C. IS TO SUPPLY ALL MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE AND SATISFACTORY EXECUTION OF THE CONTRACT WORK AS SHOWN, CALLED FOR, EXPRESSED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS IN COMPLIANCE WITH CODES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. GENERAL BUILDING PERMIT / FEES OTHER PERMITS, FEES, INSURANCE TRASH REMOVAL & DUMPSTER CONCRETE SLAB - STRUCTURAL TEMPORARY BARRICADES CLEAN -UP & FINAL CLEANING STORE FRONT DEMOLITION NEUTRAL PIERS & LANDLORD BULKHEAD STOREFRONT METAL REVEALS STOREFRONT STEEL FRAMING AND CONNECTIONS STOREFRONT DOORS & FRAME STOREFRONT DOOR HARDWARE STOREFRONT DOOR GLASS STOREFRONT GLAZING CHANNELS STOREFRONT GLASS FIRE RATED WOOD BLOCKING STOREFRONT FRAMING & SHEATHING STOREFRONT GRAPHIC TRACK STOREFRONT DECORATIVE COLUMNS STOREFRONT DECORATIVE COLUMN BASE (STUDS & MDF) STOREFRONT BASE (B -4) STOREFRONT PLATFORM WOOD PLANK FLOORING AT STOREFRONT PLATFORM STOREFRONT SIGN ASSEMBLY BLADE SIGN & HARDWARE (EXISTING BRACKET TO REMAIN) SAFETY LOGO VINYL GRAPHICS FIXTURES PERIMETER FIXTURE /WALL SYSTEM HARDWARE SURFACE MOUNTED STANDARDS CASHWRAP & BACKWRAP CASH REGISTERS & EQUIPMENT HABERDASHERY FIXTURE FREE STANDING FIXTURES FITTING ROOM ACCESSORIES FITTING ROOM BENCH FITTING ROOM MIRRORS VISUAL FIXTURE /MANNEQUINS, ETC. MANAGER'S DESK & SHELVING ALL NON -SALES SHELVING GENERAL CONSTRUCTION DEMOLITION TRENCHING OF EXISTING SLAB DEMISING PARTITION WALLS DEMISING PARTITION GYP. BD. • • • • • • • • • • VC FLOIRIN VINYL BASE S EET NYL FLOORING CARPENTRY, ROUGH AND FINISH INTERIOR PARTITION GYP. BD., METAL STUDS, FURRING, ETC. SOUND INSULATION FIRE RETARDANT TREATED PLYWOOD BLOCKING TIN WALL TILES & MATCHING FINISH NAILS CEILING ACCESS PANELS SUSPENDED CEILING CLOUD ACOUSTIC CEILING TILES & SUSPENSION SYSTEM PAINTED OPEN TO DECK CEILING DOORS & FRAMES DOOR HARDWARE SALES AREA AND FITTING ROOM MIRROR FRAMES SALES AREA CUSTOM MIRROR PAINTING INTERIOR SIGNAGE FLOOR PREPARATION TENANT TILE FLOORING & GROUT MALL TILE FLOORING & GROUT SEALED CONCRETE FLOOR WOOD FLOOR REDUCER STRIP ADHESIVES, ETC. F 00 TRANSITION STRIPS FLOOR PROTECTION ENTRANCE MAT TOILET ACCESSORIES FIRE EXTINGUISHERS CROWN MOLDING & BLOCKING BRICK WALL SYSTEM WALL COVERINGS MECHANICAL - REFER TO MECHANICAL SHEETS FOR ADDITIONAL INFORMATION HVAC UNIT (VAV UNIT) ROOF WORK HVAC UNIT CURB HVAC DISTRIBUTION - DUCTWORK, DIFFUSERS, ETC. AIR BALANCING EXHAUST FAN & VENTING RETURN AIR GRILLES HVAC SERVICE CALLS HVAC FILTER CHANGE SMOKE DETECTION HEAT DETECTION SMOKE EVACUATION SYSTEM FIRE SPRINKLER SHUT -OFF TRANSFER GRILLE FIRE DAMPERS SPRINKLER SYSTEM MODIFICATION PLUMBING FIXTURES (HC ACCESSIBLE) WATER & SEWER STUB /PIPING ELECTRICAL - REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION METER SOCKET DISCONNECT SWITCH ELECTRICAL SERVICE TRANSFORMER ELECTRICAL PANELS WIRING, CIRCUITING, RECEPTACLES, SWITCHES, ETC. EMERGENCY LIGHTING LIGHT FIXTURES & TRACK EXIT SIGNS CONNECTION & WIRING OF CASHWRAP/ BACKWRAP FIRE ALARM TELEPHONE SYSTEM TELEPHONE, P.O.S. SYSTEM CONDUIT POS SYSTEM PANEL ALARM DEVICE AT REAR DOOR DOOR BUZZER AT STOCKROOM DOOR BUZZER CONTACT AT STOCKROOM EAS/ CCT STORE SECURITY SYSTEM SOUND SYSTEM • VDI, SEE VENDOR CONTACT LIST • CONTACT NICHIHA FOR DISTRIBUTOR & PRICING 1- 866 - 424 -4421 • SEE FINISH SCHEDULE & VENDOR CONTACT LIST (VARIES) • SEE NOTE #1 BELOW • FOR 1 YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE • SEE NOTE #1 BELOW N3 • SEE MECHANICAL PLANS FOR MORE INFO SEE NOTE #1 BELOW SEE NOTE #1 BELOW 1 YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE • SEE SHEET A4 & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION SEE SHEET A4 & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION SEE NOTE #1 BELOW ECKO, SEE VENDOR CONTACT LIST ECKO, SEE VENDOR CONTACT LIST SENSORSENSE, SEE VENDOR CONTACT LIST ODD BA E VIDEO MONITORS MAIN SIGN WHIP RESPONSIBILITY SCHEDULE w J CO U J CL 0 J CL CI 0 d z J w U) cr w I- z0 w 0 U J JQ a � a � U • •. w o (-9 U J CL • •.` • • ;i • • • • • • • • 0.. • J J U) • • • • • • • • • • REMARKS ALL PERMITTING FEES DUE AT TIME OF PERMIT PICKUP TO BE PAID BY G.C. AND REIMBURSED BY ECKO G.C. TO REPLACE T.M.E. IF DAMAGED DURING DEMOLITION SEE DOOR SCHEDULE ON THIS SHEET FOR MORE INFORMATION; API, SEE VENDOR CONTACT LIST SEE DOOR SCHEDULE ON THIS SHEET FOR MORE INFORMATION; API, SEE VENDOR CONTACT LIST SEE DOOR SCHEDULE ON THIS SHEET FOR MORE INFORMATION; API, SEE VENDOR CONTACT LIST ARAKAWA, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST ADDITIONAL FINISHES - SEE 1 /Al BARON SIGN MANUFACTURING, SEE VENDOR CONTACT LIST BARON SIGN MANUFACTURING, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST ECKO, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST ECKO, SEE VENDOR CONTACT LIST GARCY CORPORATION, SEE VENDOR CONTACT LIST PIPP MOBILE, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST ASI, SEE VENDOR CONTACT LIST 9 VFW -I 1 f SEE REFLECTED CEILNG PLAN FOR MORE INFORMATION a s MALL FLOORING - COORDINATE REPLACEMENT W/ MALL MANAGEMENT AIIr. 1 0 7nnn r -wv 1 U LUUU ens..... pwP_ ='Y. .9_.. • '',' .y Ui 9 U9 %VVHd1 SEE CONSTRUCTION PLAN AND DOOR SCHEDULE FOR MORE INFORMATION SEE CONSTRUCTION PLAN AND DOOR SCHEDULE FOR MORE INFORMATION GENERAL RESPONSIBILITY NOTE(S): 1. G.C. TO CONTACT THE MALL OPERATIONS MANAGER TO VERIFY ANY /ALL REQUIRED CONTRACTORS FOR THIS MALL, THE G.C. IS TO SUPPLY ALTERNATE BID(S) FOR ALL LANDLORD REQUIRED CONTRACTORS. 1 DaV!SIrriN DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM 10 U X ;3) (� U C C O R T L A N D CIWIA M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ,0 oo un • a - _a • on u • .n C Y CL C • v cu • - c > .D co w Co ° o c 0 CL 00 00 00 0' n a REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 RECEIVED CITY OF TUKW1LA Hub 12 2008 PERMIT CENTER SCHEDULES & VENDOR LIST SHEET NUMBER ' S i Project Coordination By: August 05 , 2008 - 11:51 am DRAWING NAME: 412.243.3430 • Fax: 412.371.1586 ., - r / 2 "- i 2" 6'-0" N \\ : ..Z 9 b.6 ,,OT - .6 I In / / 3' -0" \ \ 3' -0" j lit ' 111 / et / \\ t ■ `-'/ ABBREVIATIONS A.C.T. ADJ. A.F.F. ALUM. ALT. ANOD. BD. BLDG. BM. BTM. CLG. CTR. CL CLR. C.M.U. COL. CONC. CONST. CONT. DEPT. D. DET. DIM. DR. DBL. DWG. E.J. ELEV. ELEC. EMER. EQ. EX. or EXTG. EXIST. EXP. EXT. F.E. F.F. FIN. FLR. GALV. GA. GL. GYP, BD. H.M. HGT. H. HVAC INCAND. I.D. INSUL. INT. L. MFR. MAS. MAX. MDF MECH. MIN. MISC. MTD. MTG. MTL. N/A O.C. 0. H. O.D. PR. PTD. QTY. REF. REINF. S.C. SHT. SIM. STD. STL. STRUCT. T. TEMP. TH. T.S. TYP. U. N.0 V.C.T. VERT. W. WD. WI ACOUSTICAL CEILING TILE ADJUSTABLE ABOVE FINISHED FLOOR ALUMINUM ALTERNATE ANODIZED BOARD BUILDING BEAM BOTTOM CEILING CENTER CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS DEPARTMENT DEPTH or DEEP DETAIL DIMENSION DOOR DOUBLE DRAWING EXPANSION JOINT ELEVATION ELECTRICAL EMERGENCY EQUAL EXISTING EXISTING EXPANSION EXTERIOR FIRE EXTINGUISHER FINISH FLOOR FINISHED FLOOR GALVANIZED GAUGE, OR GAGE GLASS GYPSUM BOARD /DRYWALL HOLLOW METAL HEIGHT HEIGHT or HIGH HEATING /VENTILATING/ AIR CONDITIONING INCANDESCENT INSIDE DIMENSION INSULATION INTERIOR LENGTH or LONG MANUFACTURER MASONRY MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MINIMUM MISCELLANEOUS MOUNTED MOUNTING METAL NOT APPLICABLE ON CENTER OPPOSITE HAND OUTSIDE DIMENSION PAIR PAINTED QUANTITY REFERENCE REINFORCING SOLID CORE SHEET SIMILAR STANDARD STEEL STRUCTURE (AL) TALL TEMPERED THICK TUBULAR STEEL TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WIDTH or WIDE WOOD WITH 1 FINISH NOTES 1. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH CURRENT STATE AND LOCAL BUILDING CODES. THE G.C. SHALL SUPPLY ALL FLAME SPREAD AND SMOKE DENSITY RATINGS FOR FINISH MATERIALS TO THE BUILDING DEPT. AS REQUIRED. 2. ALL INTERIOR WALL AND CEILING FINISHES SHALL MEET THE FOLLOWING SPECIFICATIONS: MALL SIDE WALLS & CEILINGS A. CLASS 'B' FLAME 26 TO 75 MAX. SPREAD INDEX B. SMOKE DENSITY 300 MAX. RATING TENANT SIDE WALLS & CEILINGS A, CLASS 'C' FLAME 76 TO 200 MAX. SPREAD INDEX B. SMOKE DENSITY 450 MAX. RATING 3. ALL WOOD MUST BE CLASS 'A' FIRE RATED NON- COMBUSTIBLE MATERIAL & BEAR U.L. STAMP. 4. ALL WOOD MILLWORK MUST BE CLASS 'A' STAMPED OR SUPPLY MANUFACTURER'S CERTIFICATION. 5. ALL PAINTED SURFACES TO RECEIVE ONE (1) PRIME COAT AND TWO (2) FINISH COATS, 6. ALL DOORS AND FRAMES TO BE PAINTED TO MATCH ADJACENT SURFACES UNLESS NOTED OTHERWISE. 7, G.C. TO SUPPLY AND INSTALL 4" HIGH COVE BASE IN STOCK ROOM. COLOR AS SELECTED IN SCHEDULE. 8. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS II, 9, ALL MATERIALS INSTALLED ON THE STOREFRONT SHALL BE A MINIMUM OF CLASS III. 10. MATERIALS NOT MEETING THE CLASS MINIMUMS IN NOTE #9 & NOTE #10, SHALL BE COVERED WITH A COATING OF NOT LESS THAN 1/28" THICK THAT IS RATED FOR THE REQUIRED CLASSIFICATION. 11, AFTER INSTALLATION OF ALL MILLWORK; G.C. TO TOUCH UP ANY SURFACES THAT MAY BE DAMAGED, 12. G.C. SHALL PAINT ALL NON -SALES AREA PARTITIONS P -i & GYP. BD, CEILINGS P -3, IF NO CEILING IS SPECIFIED IN THE NON -SALES AREA, G.C. TO LEAVE DECK & STRUCTURE ABOVE UNPAINTED. 13. ACOUSTICAL CEILING PANELS IN THE STOCK AREAS, WHERE APPLICABLE, SHALL BE 'USG' RADAR SERIES #2310 OR EQUAL. 2' X 4' TILES WITH A STRAIGHT EDGE. ONE HOUR RATED TILES REQUIRED. 14. TOILET ROOM SHEET VINYL FLOORING TO BE A SEAMLESS APPLICATION AND WILL CONTINUE UP WALLS FOR A 6" HIGH BASE. G.C. TO SUPPLY AND INSTALL FLOORING AND ADHESIVE, USE HEAT WELD ROD COLOR 842354. G.C. TO FOLLOW MANUFACTURER'S INSTALLATION REQUIREMENTS. THE G.C. SHALL SUPPLY & INSTALL A LANDLORD'S APPROVED LATEX RUBBER WATERPROOFING MATERIAL UNDER FLOOR FINISH. THE MEMBRANE SHALL BE MANUFACTURER'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RUBBER AND POWDER FOR TROWEL APPLICATION WITH GLASS FIBER FABRIC REINFORCEMENT (LATICRETE 9235 OR SUMMITVILLE S -9000) INSTALL A WATER TIGHT DOOR THRESHOLD. DOOR & HARDWARE NOTES 1. ALL EGRESS DOORS TO BE OPERABLE FROM THE DIRECTION OF EXIT TRAVEL WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 2. ALL HAND - ACTIVATED DOOR OPENING HARDWARE SHALL BE INSTALLED AT 38" A.F.F., LATCHING & LOCKING DOORS SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER HARDWARE, PANIC BARS, PUSH -PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO SUPPLY PASSAGE WITHOUT THE ABILITY TO GRASP. 3. MAXIMUM EFFORT TO OPERATE DOOR SHALL NOT EXCEED 8 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE FOR SLIDING DOORS, AT THE FIRE DOORS, THE MAXIMUM EFFORT SHALL BE INCREASED TO 15 POUNDS. 4, ALL REQUIRED EXIT DOORS ARE TO BE 45 MINUTE LABELED ASSEMBLES W/ TIGHT FITTING SMOKE GASKETS & SELF CLOSURES, THERE WILL BE NO STORAGE ALLOWED IN EXIT PASSAGE. 5. SALES AREA /EXIT CORRIDOR HARDWARE: EXISTING PASSAGE LATCH TO REMAIN. 6. G.C. TO SUPPLY & INSTALL GLASS (GL -1) FOR NEW STORERFRONT DOORS. 7. KICKDOWN DOOR HOLDER (FINISH TO MATCH DOORS) SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. 8. CUSTOM DOOR HANDLES SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 9. DOME STYLE FLOOR DOOR STOP (SATIN NICKEL FINISH) SUPPLIED & INSTALLED BY G.C. 10, TOILET ROOM HARDWARE: EXISTING PRIVACY LOCK & DOOR CLOSER TO REMAIN. 11. EXIT CORRIDOR/REAR EXIT HARDWARE: EXISTING DOOR ALARM @ REAR EXIT DOOR TO REMAIN. 12. EXISTING STAINLESS STEEL SHEET AT BOTTOM OF DOOR TO REMAIN. 13. EXISTING DOOR CLOSER ON TENANT SIDE TO REMAIN. 14. EXIT CORRIDOR/STOCK ROOM HARDWARE: EXISTING PASSAGE LATCH AND DOOR CLOSER TO REMAIN. NOTES: • DOORS SUPPLIED BY OWNER'S VENDOR (API) & INSTALLED BY G.C. ,• GLASS (GL -1) SUPPLIED & INSTALLED BY G.C. 3' -0" MALL SIGNAGE BY G.C., COORDINATE W/ FACILITIES DIRECTOR PEEP HOLE NOTES: O • FIRE RATED DOOR ASSEMBLY • PAINTED PER THE CENTER'S SPECIFICATIONS • DOOR CLOSER @ TENANT SIDE OF DOOR DOOR & FRAME TYPES 2 „ 3' -0" 2" NOTES: • EXISTING HOLLOW METAL DOOR, FRAME, TRIM & HARDWARE TO REMAIN A\ GENERAL CONSTRUCTION NOTES 1. THE GENERAL CONTRACTOR (HEREIN AFTER CALLED THE G.C.) IS TO VIS :T THE SITE PRIOR TO SUBMITTING A BID TO VERIFY EXISTING CONDITIONS. 2. G.C. IS TO VERIFY LEASE SPACE DIMENSIONS AND EXISTING BUILDING ELEMENTS FOR COMPLIANCE WITH THE DRAWINGS. NOTIFY THE OWNER AND ARCHITECT FOR RESOLUTION OF DIMENSIONAL CONFLICTS IF EXISTING. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY THE OWNER, 3. ANY DISCREPANCIES, ERRORS, OR OMISSIONS DISCOVERED IN THE CONTRACT DOCUMENTS BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND LAMI GRUBB BEFORE PROCEEDING WITH RELATED WORK. OTHERWISE, THE CORRECTION OF SUCH ITEMS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. THE G.C. SHALL MEET WITH AN AUTHORIZED REPRESENTATIVE OF THE LANDLORD TO REVIEW CONSTRUCTION PROCEDURES. G.C. SHALL COORDINATE WORK WITH THE LANDLORD WITH REGARD TO TEMPORARY BARRICADES, UTILITIES, ALLOWABLE MATERIALS, TRAFFIC ROUTES, DELIVERY LOCATIONS AND METHODS, STORAGE OF MATERIALS AND TOOLS, NOISE, DUST CONTROL, REQUIRED DEPOSITS, REQUIRED CONTRACTORS, CLEAN -UP, AND ALL OTHER MATTERS REQUIRING ADHERENCE TO LANDLORD REQUIREMENTS. 5. APPLICABLE STANDARDS OF THE CONSTRUCTION INDUSTRY HAVE THE SAME FORCE AND EFFECT ON PERFORMANCE OF THE WORK AS IF COPIED DIRECTLY INTO CONTRACT DOCUMENTS OR BOUND AND PUBLISHED HEREWITH. COMPLY WITH STANDARDS IN EFFECT AS OF THE DATE OF CONTRACT DOCUMENTS, UNLESS OTHERWISE INDICATED. 6, THE G.C. IS RESPONSIBLE TO RECEIVE, COUNT AND VERIFY ALL OWNER SUPPLIED ITEMS AT THE JOB SITE, INCLUDING, BUT NOT LIMITED TO: FREE - STANDING FIXTURES, PERIMETER FIXTURES, FLOORING, GLAZING CHANNEL, CASEWORK ITEMS, LIGHTING AND LAMPS. 7. EXCEPT AS OTHERWISE INDICATED, THE G.C. IS TO SUPPLY ALL MATERIALS, LABOR AND EQUIPMENT FOR THE COMPLETE AND SATISFACTORY EXECUTION OF THE CONTRACT WORK AS SHOWN, CALLED FOR, EXPRESSED OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS IN COMPLIANCE WITH CODES AND REGULATIONS OF ALL NATIONAL, STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. GENERAL BUILDING PERMIT / FEES OTHER PERMITS, FEES, INSURANCE TRASH REMOVAL & DUMPSTER CONCRETE SLAB - STRUCTURAL TEMPORARY BARRICADES CLEAN -UP & FINAL CLEANING STORE FRONT DEMOLITION NEUTRAL PIERS & LANDLORD BULKHEAD STOREFRONT METAL REVEALS STOREFRONT STEEL FRAMING AND CONNECTIONS STOREFRONT DOORS & FRAME STOREFRONT DOOR HARDWARE STOREFRONT DOOR GLASS STOREFRONT GLAZING CHANNELS STOREFRONT GLASS FIRE RATED WOOD BLOCKING STOREFRONT FRAMING & SHEATHING STOREFRONT GRAPHIC TRACK STOREFRONT DECORATIVE COLUMNS STOREFRONT DECORATIVE COLUMN BASE (STUDS & MDF) STOREFRONT BASE (B -4) STOREFRONT PLATFORM WOOD PLANK FLOORING AT STOREFRONT PLATFORM STOREFRONT SIGN ASSEMBLY BLADE SIGN & HARDWARE (EXISTING BRACKET TO REMAIN) SAFETY LOGO VINYL GRAPHICS FIXTURES PERIMETER FIXTURE /WALL SYSTEM HARDWARE SURFACE MOUNTED STANDARDS CASHWRAP & BACKWRAP CASH REGISTERS & EQUIPMENT HABERDASHERY FIXTURE FREE STANDING FIXTURES FITTING ROOM ACCESSORIES FITTING ROOM BENCH FITTING ROOM MIRRORS VISUAL FIXTURE /MANNEQUINS, ETC. MANAGER'S DESK & SHELVING ALL NON -SALES SHELVING GENERAL CONSTRUCTION DEMOLITION TRENCHING OF EXISTING SLAB DEMISING PARTITION WALLS DEMISING PARTITION GYP. BD. • • • • • • • • • • VC FLOIRIN VINYL BASE S EET NYL FLOORING CARPENTRY, ROUGH AND FINISH INTERIOR PARTITION GYP. BD., METAL STUDS, FURRING, ETC. SOUND INSULATION FIRE RETARDANT TREATED PLYWOOD BLOCKING TIN WALL TILES & MATCHING FINISH NAILS CEILING ACCESS PANELS SUSPENDED CEILING CLOUD ACOUSTIC CEILING TILES & SUSPENSION SYSTEM PAINTED OPEN TO DECK CEILING DOORS & FRAMES DOOR HARDWARE SALES AREA AND FITTING ROOM MIRROR FRAMES SALES AREA CUSTOM MIRROR PAINTING INTERIOR SIGNAGE FLOOR PREPARATION TENANT TILE FLOORING & GROUT MALL TILE FLOORING & GROUT SEALED CONCRETE FLOOR WOOD FLOOR REDUCER STRIP ADHESIVES, ETC. F 00 TRANSITION STRIPS FLOOR PROTECTION ENTRANCE MAT TOILET ACCESSORIES FIRE EXTINGUISHERS CROWN MOLDING & BLOCKING BRICK WALL SYSTEM WALL COVERINGS MECHANICAL - REFER TO MECHANICAL SHEETS FOR ADDITIONAL INFORMATION HVAC UNIT (VAV UNIT) ROOF WORK HVAC UNIT CURB HVAC DISTRIBUTION - DUCTWORK, DIFFUSERS, ETC. AIR BALANCING EXHAUST FAN & VENTING RETURN AIR GRILLES HVAC SERVICE CALLS HVAC FILTER CHANGE SMOKE DETECTION HEAT DETECTION SMOKE EVACUATION SYSTEM FIRE SPRINKLER SHUT -OFF TRANSFER GRILLE FIRE DAMPERS SPRINKLER SYSTEM MODIFICATION PLUMBING FIXTURES (HC ACCESSIBLE) WATER & SEWER STUB /PIPING ELECTRICAL - REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION METER SOCKET DISCONNECT SWITCH ELECTRICAL SERVICE TRANSFORMER ELECTRICAL PANELS WIRING, CIRCUITING, RECEPTACLES, SWITCHES, ETC. EMERGENCY LIGHTING LIGHT FIXTURES & TRACK EXIT SIGNS CONNECTION & WIRING OF CASHWRAP/ BACKWRAP FIRE ALARM TELEPHONE SYSTEM TELEPHONE, P.O.S. SYSTEM CONDUIT POS SYSTEM PANEL ALARM DEVICE AT REAR DOOR DOOR BUZZER AT STOCKROOM DOOR BUZZER CONTACT AT STOCKROOM EAS/ CCT STORE SECURITY SYSTEM SOUND SYSTEM • VDI, SEE VENDOR CONTACT LIST • CONTACT NICHIHA FOR DISTRIBUTOR & PRICING 1- 866 - 424 -4421 • SEE FINISH SCHEDULE & VENDOR CONTACT LIST (VARIES) • SEE NOTE #1 BELOW • FOR 1 YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE • SEE NOTE #1 BELOW N3 • SEE MECHANICAL PLANS FOR MORE INFO SEE NOTE #1 BELOW SEE NOTE #1 BELOW 1 YEAR AFTER TURN -OVER INCLUDING REGULAR MAINTENANCE • SEE SHEET A4 & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION SEE SHEET A4 & ELECTRICAL PLANS FOR ADDITIONAL INFORMATION SEE NOTE #1 BELOW ECKO, SEE VENDOR CONTACT LIST ECKO, SEE VENDOR CONTACT LIST SENSORSENSE, SEE VENDOR CONTACT LIST ODD BA E VIDEO MONITORS MAIN SIGN WHIP RESPONSIBILITY SCHEDULE w J CO U J CL 0 J CL CI 0 d z J w U) cr w I- z0 w 0 U J JQ a � a � U • •. w o (-9 U J CL • •.` • • ;i • • • • • • • • 0.. • J J U) • • • • • • • • • • REMARKS ALL PERMITTING FEES DUE AT TIME OF PERMIT PICKUP TO BE PAID BY G.C. AND REIMBURSED BY ECKO G.C. TO REPLACE T.M.E. IF DAMAGED DURING DEMOLITION SEE DOOR SCHEDULE ON THIS SHEET FOR MORE INFORMATION; API, SEE VENDOR CONTACT LIST SEE DOOR SCHEDULE ON THIS SHEET FOR MORE INFORMATION; API, SEE VENDOR CONTACT LIST SEE DOOR SCHEDULE ON THIS SHEET FOR MORE INFORMATION; API, SEE VENDOR CONTACT LIST ARAKAWA, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST ADDITIONAL FINISHES - SEE 1 /Al BARON SIGN MANUFACTURING, SEE VENDOR CONTACT LIST BARON SIGN MANUFACTURING, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST ECKO, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST ECKO, SEE VENDOR CONTACT LIST GARCY CORPORATION, SEE VENDOR CONTACT LIST PIPP MOBILE, SEE VENDOR CONTACT LIST VDI, SEE VENDOR CONTACT LIST CHIPPENHOOK, SEE VENDOR CONTACT LIST ASI, SEE VENDOR CONTACT LIST 9 VFW -I 1 f SEE REFLECTED CEILNG PLAN FOR MORE INFORMATION a s MALL FLOORING - COORDINATE REPLACEMENT W/ MALL MANAGEMENT AIIr. 1 0 7nnn r -wv 1 U LUUU ens..... pwP_ ='Y. .9_.. • '',' .y Ui 9 U9 %VVHd1 SEE CONSTRUCTION PLAN AND DOOR SCHEDULE FOR MORE INFORMATION SEE CONSTRUCTION PLAN AND DOOR SCHEDULE FOR MORE INFORMATION GENERAL RESPONSIBILITY NOTE(S): 1. G.C. TO CONTACT THE MALL OPERATIONS MANAGER TO VERIFY ANY /ALL REQUIRED CONTRACTORS FOR THIS MALL, THE G.C. IS TO SUPPLY ALTERNATE BID(S) FOR ALL LANDLORD REQUIRED CONTRACTORS. 1 DaV!SIrriN DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM 10 U X ;3) (� U C C O R T L A N D CIWIA M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ,0 oo un • a - _a • on u • .n C Y CL C • v cu • - c > .D co w Co ° o c 0 CL 00 00 00 0' n a REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 RECEIVED CITY OF TUKW1LA Hub 12 2008 PERMIT CENTER SCHEDULES & VENDOR LIST SHEET NUMBER ' S i Project Coordination By: August 05 , 2008 - 11:51 am DRAWING NAME: 412.243.3430 • Fax: 412.371.1586 Wall Type Schedule Wall Type Construction A DEMISING PARTITION - EXISTING METAL STUDS TO STRUCTURE ABOVE. G.C. TO SUPPLY Et INSTALL 5/8" TYPE' X GYP. BD. TO 6" BELOW SLOTTED TRACK (THIS TENANT SIDE ONLY) AND FIRESEAL TO MAINTAIN A ONE HOUR RATING. THIS INCLUDES ANY BEAMS AND /OR COLUMNS THAT MAY BE INCIDENT TO THIS WALL, BUT NOT FULLY CONTAINED WITHIN THE WALL. THESE PROTRUSIONS MUST ALSO BE FULLY COVERED TO MAINTAIN A ONE HOUR RATING. G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 2/A9. B1 ONE HOUR RATED PARTITION - 20 GAUGE, 3 -5/8" METAL STUD @ 16" O.C. TO STRUCTURE ABOVE. G.C. TO SUPPLY AND INSTALL ONE LAYER OF 5/8" TYPE X GYP. BD. BOTH SIDES TO 6" ABOVE CEILING AND FIRESEAL TO MAINTAIN A ONE HOUR RATING. G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 4/A9. C DEMISING PARTITION FURRING (FOR FB -1) - G.C. TO SUPPLY AND INSTALL 4" TALL 16 GAUGE METAL STRAPS ON FACE OF EXISTING GYP. BD. FOR NEW BRICK PANEL SYSTEM (SEE INTERIOR ELEVATION 5/A3 FOR STRAP LOCATIONS). THE G.C. SHALL SUPPLY Et INSTALL NEW BRICK PANEL SYSTEM (FB -1) ON FACE OF GYP. BD. Et STRAPPING. THE G.C. IS RESPONSIBLE TO MAINTAIN ANY /ALL FIRE RATINGS IF APPLICABLE. G.C. TO FINISH, TAPE, SPACKLE, SAND, PRIME AND PREP GYP. BD. TO RECEIVE NEW FINISHES ABOVE BRICK PANELS. SEE SECTION 7/A9. C3 NEW WALL FURRING (W/ GYP. BD.) - G.C. TO SUPPLY AND INSTALL 4" TALL 16 GAUGE METAL STRAPS OVER EXISTING PARTITION GYP. BD. FOR SURFACE MOUNTED WALL STANDARDS (SEE 5/A3 FOR LOCATIONS), THEN INSTALL NEW 5/8" GYP. BD. TO CEILING ABOVE AT 12' -6" A.F.F. G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. C4 NEW WALL FURRING (FOR TIN WALL TILE) - G.C. TO SUPPLY AND INSTALL 4" TALL 16 GAUGE METAL STRAPS ON FACE OF EXISTING GYP. BD. (FOR WALL STANDARDS), SEE INTERIOR ELEVATION 5/A3 FOR STRAP LOCATIONS. G.C. TO SUPPLY Et INSTALL 3/4" MDF TO START 11" OFF FLOOR AND CONTINUE UP 8' -0 ". RECESSED MOUNTED WALL STANDARDS TO BE MOUNTED ON MDF THEN COVERED WITH TIN WALL TILE (TWT -1). SEE INTERIOR ELEVATIONS 1 /A3, 3/A3 Et DETAIL 8/A10. D TOILET ROOM PARTITION - 16 GAUGE, 3 -5/8" METAL STUD @ 12" O.C. TO 8' -0" A.F.F. WITH 1 /2" MOISTURE RESISTANT GYP. BD. ON WET SIDES, NON- MOISTURE RESISTANT GYP. BD. ON NON -WET SIDES. PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR TOILET ROOM ACCESSORIES (IF APPLICABLE). G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 6/A10. D3 TOILET ROOM FURR -OUT - G.C. TO SUPPLY & INSTALL 3/4" FURRING CHANNELS @ 12" O.C. ON EXISTING DEMISING WALL W/ ONE LAYER 1/T MOISTURE RESISTANT GYP. BD. TO 8' -0" A.F.F. PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR TOILET ROOM ACCESSORIES. G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 3/A9. Wall Type Schedule Wall Type Construction D5 TOILET ROOM PLUMBING CHASE PARTITION - 16 GAUGE, 6" METAL STUD PLUMBING CHASE @ 12" O.C. TO 8' -0" A.F.F. WITH 1/r MOISTURE RESISTANT GYP. BD. ON WET SIDES, NON- MOISTURE RESISTANT GYP. BD. ON NON -WET SIDES. PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR ACCESSORIES (IF APPLICABLE). G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 7/A10. D6 TOILET ROOM PLUMBING CHASE PARTITION (GYP. BD. ONE SIDE) - 16 GAUGE, 6" METAL STUD PLUMBING CHASE ® 12" O.C. TO 8' -0" A.F.F. WITH 1/2" MOISTURE RESISTANT GYP. BD. ON TOILET ROOM SIDE. PROVIDE FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR ACCESSORIES (IF APPLICABLE). G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 5/A9. F FITTING ROOM PARTITION - G.C. TO SUPPLY Et INSTALL 16 GAUGE, 3.5/8" METAL STUDS ® 16" O.C. W/ ONE LAYER OF 5/8" GYP. BD. TO CEILING ABOVE @ 12' -6" A.F.F. THE G.C. SHALL SUPPLY Et INSTALL FIRE RETARDANT TREATED BLOCKING INSIDE PARTITION FOR FITTING ROOM ACCESSORIES (AS APPLICABLE). G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 6/A9. H2 ONE HOUR RATED INTERIOR COLUMN WRAP: 20 GAUGE, 2-1/2" METAL STUDS TO STRUCTURE ABOVE W/ 5/8" TYPE' X GYP. BD. AROUND COLUMN TO 6" ABOVE CEILING AND FIRESEAL TO MAINTAIN A ONE HOUR RATING. G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME EXPOSED AREAS TO BE PAINTED. SEE DETAIL 9/A9. J SALES AREA PERIMETER BUMP -OUT - 20 GAUGE, 8" METAL STUD TO CEILING ABOVE AT 12' -6" A.F.F. G.C. TO SUPPLY AND INSTALL ONE LAYER OF 5/8" GYP. BD. BOTH SIDES TO CEILING ABOVE. G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. SEE DETAIL 8/A9. K1 EXISTING EXIT CORRIDOR PARTITION - EXISTING METAL STUDS AND GYP. BD. TO STRUCTURE ABOVE. G.C. TO ENSURE THERE IS ONE LAYER OF 5/8" TYPE X GYP. BD. BOTH SIDES TO STRUCTURE ABOVE AND FIRESEAL TO MAINTAIN A ONE HOUR RATING. G.C. TO FINISH, TAPE, SPACKLE, SAND AND PRIME AREAS TO BE PAINTED. 1 -HR RATED EXIT CORRIDOR STOCK ROOM ALIGN 5' -10" 5" 4.0 5' -0" + + + ++ + + + ++ ++ + + + + + ++ + + + + +}+ + + + + + + + + + + + + + + + + + + + +® ++ + + • D + + ++ + + + ++ + + + + + ++ + + + + + +. + + ++ + �+ + + + + + + + D6 + + + +, + + + + + + + + II + + + + + + + +� + + + + + + ++ + + + + + + ++ + + + ++ + ++ + + ++ + + + ++ + + + + + + ++ + + + + + + + + ++ 9' -0" TOILET ROOM STANDARD to FITTING ROOM I I I 1 1 I 1 1 i TYP. 1 I 1 1 U.N.O. 1 I I I I I I I SALES AREA 3' - 0" 1' -10" 11' -2" 5' -0" 9' -5 "+ 30' -0" ADA COMPLIANT FITTING ROOM 1' -6" 19' -9Z" 12' -0" WALL TYPE 'C4' ADJACENT TENANT LEASE LINE 90' -9" 13' -4" 73' -0z" 30'-0" 13' -0" 8' -0" 12' -0" 12' -0" WALL TYPE 'C4' 12' -3" 25' -10z" 3'-1" CONSTRUCTION PLAN Scale: 1 /4" = 1' -0" ADJACENT TENANT 84' -3" LEASE LINE FLOOR FINISH LEGEND: NOTE: SEE SHEET IS1 FOR FINISH INFORMATION AND SPECIFICATIONS. WD WD 2 T VCT WOOD PLANK FLOORING WOOD PLANK FLOORING MALL FLOORING VINYL COMPOSITION TILE FLOORING 1 SV SHEET VINYL FLOORING + + + + + + + + + + + + + + ++ + + + + + + 4 + + + + + + + + + + + + + + + ++ + + + + + + ++ + + + + + + ++ + + + + + + ++ + + 4 + + + + + + + + + + + ++ 0 SALES AREA SIDE EXPANSION JOINT COVER IIIIIIIIII[11111i11)lII4. z iiiiiii €1„ 1 21" . . °, J.O. Di li % / ' 3IIItIIt3IlIII 111111 FINISH FLOOR MATERIAL (SEE PLAN) MIN. 1/4" DIA. x 2" LG. ZINC PLATED CARBON STEEL, CONCRETE ANCHOR, SPACED @ 19" O.C. STOREFRONT ENTRANCE DOOR, SEE 1 /Al NEW WD -1 WOOD FLOORING AS SCHEDULED EXISTING FINISHED SLAB TO REMAIN I, RA 11 Scale: 6" = 1' -0" Scale:1 1 /2" = 1' -0" FOR ANY CONCRETE REPAIR, USE Wabo Renew 100 OR EQUAL EXIT CORRIDOR SIDE 1 1 1 1 1 1 1 1 1 LEASE 1 . LINE NEW SCHLUTER RENO -RAMP (AERP 100 B65) ANODIZED ALUMINUM ADA COMPLIANT STRIP SUPPLIED & INSTALLED BY G.C. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXPANSION JOINT SECTION 18.8 TRANSITION DETAIL @ STOREFRONT AT EXISTING EXPANSION JOINTS IN THE FLOOR, USE THIS DETAIL AND THE APPROPRIATE PROFILE FROM THE CHART. IF THE EXPANSION JOINT CONTINUES IN THE THE WALL OR CEILING, REFER TO DETAIL 1/A9. MALL SIDE NEW %" ZINC DIVIDER MALL FLOORING TO CLOSURE LINE SUPPLIED STRIP SUPPLIED & & INSTALLED BY G.C. - COORDINATE WITH INSTALLED BY G.C. MALL MANAGEMENT SALES AREA /EXIT CORRIDOR DOOR, SEE 1 /Al TRANSITION DETAIL @ EXIT CORRIDOR Scale:1 1 /2" = 1' -O" GENERAL CONSTRUCTION NOTES: A. THE G.C. SHALL FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY DISCREPANCIES AND /OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK HEREIN. B. ALL WOOD, WOOD BLOCKING, AND /OR MDF OTHER THAN FINISHED WOOD TRIM SHALL BE FIRE RETARDANT TREATED. C. REFER TO FINISH SCHEDULE AND NOTES ON DRAWING IS1 FOR ADDITIONAL INFO. D. REFER TO DOOR SCHEDULE ON SHEET IS1 FOR DOOR AND HARDWARE INFORMATION. E. SEE DETAIL 2/A1 FOR EXPANSION JOINT CONDITION(S), IF APPLICABLE. F. SEE SHEET A6 FOR INFORMATION ON TOILET ROOM FIXTURING AND HARDWARE. G. ALL METAL STUD PARTITIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. H. ANY PARTITION THAT INTERSECTS AN EXISTING EXPANSION JOINT SHALL BE BUILT ACCORDING TO DETAIL 1/A9. KEY NOTES: 1. NEW ELECTRICAL EQUIPMENT LOCATION, REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION, 2, EXISTING NEUTRAL PIER. 3. NEW INSTANTANEOUS WATER HEATER MOUNTED BELOW LAVATORY (NOT TO IMPEDE UPON HANDICAP ACCESSIBILITY) - SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. 4. G.C. TO SUPPLY & INSTALL SIGNAGE TO READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" AT THIS LOCATION. 5. OUTLINE OF CASHWRAP. SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. SEE FIXTURE PLAN IN SHEET A2 FOR ADDITIONAL INFORMATION. 6. OUTLINE OF 'HABERDASHERY' PERIMETER FIXTURE. SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. SEE FIXTURE PLAN IN SHEET A2 FOR ADDITIONAL INFORMATION, 7. MALL FLOORING TO CLOSURE LINE SUPPLIED & INSTALLED BY G.C. (COORDINATE FINISH SPECIFICATIONS WITH MALL MANAGEMENT). TRANSITION FROM NEW WOOD FLOORING TO MALL FLOORING SUPPLIED & INSTALLED BY G.C. SEE DETAIL 3/A1. 8. G.C. TO PROVIDE FIRE RETARDANT, TREATED BLOCKING IN FITTING ROOM WALLS FOR FIXTURES. SEE FIXTURE PLAN ON SHEET A2, FITTING ROOM ELEVATIONS ON SHEET A6 AND WALL TYPE SCHEDULE ON THIS SHEET FOR MORE INFORMATION. 9. NEW RAISED PLATFORM SUPPLIED & INSTALLED BY G.C. SEE SHEET AS FOR ADDITIONAL INFORMATION. 10. START POINT OF WOOD FLOORING (WD -2) ON TOP OF PLATFORM. 11. CUSTOM MIRROR SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. SEE INTERIOR ELEVATIONS ON SHEET A3. 16 GAUGE, 4" TALL METAL STRAPS FOR SUPPORT TO BE INSTALLED PRIOR TO GYP. BD. (SUPPLIED & INSTALLED BY G.C.) - COORDINATE LOCATION W/ OWNER'S REPRESENTATIVE. 12. EXISTING ELECTRICAL DISCONNECT TO REMAIN. 13. THE G.C. SHALL SUPPLY & INSTALL BLACK IRON FITTINGS & PIPE FOR OWNER SUPPLIED CURTAIN. SEE INTERIOR ELEVATIONS FOR FURTHER INFORMATION. 14. EXISTING MALL STRUCTURAL BRACING TO REMAIN AS -IS. 15. THE G.C. SHALL SUPPLY & INSTALL 4 "W X 4 "W X 4' -0 "H, 10 GAUGE STAINLESS STEEL CORNER GAURDS ON OUTSIDE CORNERS OF ALCOVE. COORDINATE W/ MALL MANAGEMENT. 16. FLUSH TRANSITION FROM CORRIDOR FLOORING (VCT -1) TO TOILET ROOM FLOORING (SV -1). BUTT JOINT AS TIGHT AS POSSIBLE. SALES AREA SIDE NEW WD -1 WOOD FLOORING AS SCHEDULED REVIEWED FOR CODE COMPLIANCE APp O ED AUG 18 2008 City Of Thkwila RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM CIMIA CORTLAND MO R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U v U a) C C v v on Co J REVISIONS 00 Lrl C O a } 10 J 4:t J V 1a risit:1 2 Ce ce � z d w w = = H 0 Li) v) rn W /''ND MOW S1AfE 0' WASIrIINC 10 00 00 v- 00 Q 1. LANDLORD REVISIONS - 07/10/08 SHEET NUMBER Al CONSTRUCTION PLAN & TRANSITION DETAILS co 0 N .-i 7 r PROFILE SELECTION CHART SYSTEM DIMENSIONS JOINT OPENING AND HORIZONTAL MOVEMENT MODEL NO. EXPOSED "A" FLOOR COVERING THICKNESS "T" M 1.0." INSTALL "J.O." MINIMUM 1.0." MAXIMUM TOTAL MOVEMENT FJD- 100.125 1 -1/2" 38mm 1/8" 3mm 1/2" 13mm 1" 25mm 1/2" 13mm 1 -1/2" 38mm 1" 25mm FJD-100.250 1 -1/2" 38mm 1/4" 6mm 1/2" 13mm 1" 25mm 1/2" 13mm 1 -1/2" 38mm 1" 25mm FJD 100.375 1 -1/2" 38mm 3/8" 10mm 1/2" 13mm 1" 25mm 1/2" 13mm 1 -1/2" 38mm 1" 25mm NOTE: 3.0 MINIMUM AND MAXIMUM VALUES ARE AFTER THERMAL MOVEMENT OCCURS. MODEL NO. DETERMINED BY THICKNESS OF FINISH FLOOR MATERIAL (UP TO 3/8" MAX). 1 -HR RATED EXIT CORRIDOR STOCK ROOM ALIGN 5' -10" 5" 4.0 5' -0" + + + ++ + + + ++ ++ + + + + + ++ + + + + +}+ + + + + + + + + + + + + + + + + + + + +® ++ + + • D + + ++ + + + ++ + + + + + ++ + + + + + +. + + ++ + �+ + + + + + + + D6 + + + +, + + + + + + + + II + + + + + + + +� + + + + + + ++ + + + + + + ++ + + + ++ + ++ + + ++ + + + ++ + + + + + + ++ + + + + + + + + ++ 9' -0" TOILET ROOM STANDARD to FITTING ROOM I I I 1 1 I 1 1 i TYP. 1 I 1 1 U.N.O. 1 I I I I I I I SALES AREA 3' - 0" 1' -10" 11' -2" 5' -0" 9' -5 "+ 30' -0" ADA COMPLIANT FITTING ROOM 1' -6" 19' -9Z" 12' -0" WALL TYPE 'C4' ADJACENT TENANT LEASE LINE 90' -9" 13' -4" 73' -0z" 30'-0" 13' -0" 8' -0" 12' -0" 12' -0" WALL TYPE 'C4' 12' -3" 25' -10z" 3'-1" CONSTRUCTION PLAN Scale: 1 /4" = 1' -0" ADJACENT TENANT 84' -3" LEASE LINE FLOOR FINISH LEGEND: NOTE: SEE SHEET IS1 FOR FINISH INFORMATION AND SPECIFICATIONS. WD WD 2 T VCT WOOD PLANK FLOORING WOOD PLANK FLOORING MALL FLOORING VINYL COMPOSITION TILE FLOORING 1 SV SHEET VINYL FLOORING + + + + + + + + + + + + + + ++ + + + + + + 4 + + + + + + + + + + + + + + + ++ + + + + + + ++ + + + + + + ++ + + + + + + ++ + + 4 + + + + + + + + + + + ++ 0 SALES AREA SIDE EXPANSION JOINT COVER IIIIIIIIII[11111i11)lII4. z iiiiiii €1„ 1 21" . . °, J.O. Di li % / ' 3IIItIIt3IlIII 111111 FINISH FLOOR MATERIAL (SEE PLAN) MIN. 1/4" DIA. x 2" LG. ZINC PLATED CARBON STEEL, CONCRETE ANCHOR, SPACED @ 19" O.C. STOREFRONT ENTRANCE DOOR, SEE 1 /Al NEW WD -1 WOOD FLOORING AS SCHEDULED EXISTING FINISHED SLAB TO REMAIN I, RA 11 Scale: 6" = 1' -0" Scale:1 1 /2" = 1' -0" FOR ANY CONCRETE REPAIR, USE Wabo Renew 100 OR EQUAL EXIT CORRIDOR SIDE 1 1 1 1 1 1 1 1 1 LEASE 1 . LINE NEW SCHLUTER RENO -RAMP (AERP 100 B65) ANODIZED ALUMINUM ADA COMPLIANT STRIP SUPPLIED & INSTALLED BY G.C. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 EXPANSION JOINT SECTION 18.8 TRANSITION DETAIL @ STOREFRONT AT EXISTING EXPANSION JOINTS IN THE FLOOR, USE THIS DETAIL AND THE APPROPRIATE PROFILE FROM THE CHART. IF THE EXPANSION JOINT CONTINUES IN THE THE WALL OR CEILING, REFER TO DETAIL 1/A9. MALL SIDE NEW %" ZINC DIVIDER MALL FLOORING TO CLOSURE LINE SUPPLIED STRIP SUPPLIED & & INSTALLED BY G.C. - COORDINATE WITH INSTALLED BY G.C. MALL MANAGEMENT SALES AREA /EXIT CORRIDOR DOOR, SEE 1 /Al TRANSITION DETAIL @ EXIT CORRIDOR Scale:1 1 /2" = 1' -O" GENERAL CONSTRUCTION NOTES: A. THE G.C. SHALL FIELD VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY DISCREPANCIES AND /OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK HEREIN. B. ALL WOOD, WOOD BLOCKING, AND /OR MDF OTHER THAN FINISHED WOOD TRIM SHALL BE FIRE RETARDANT TREATED. C. REFER TO FINISH SCHEDULE AND NOTES ON DRAWING IS1 FOR ADDITIONAL INFO. D. REFER TO DOOR SCHEDULE ON SHEET IS1 FOR DOOR AND HARDWARE INFORMATION. E. SEE DETAIL 2/A1 FOR EXPANSION JOINT CONDITION(S), IF APPLICABLE. F. SEE SHEET A6 FOR INFORMATION ON TOILET ROOM FIXTURING AND HARDWARE. G. ALL METAL STUD PARTITIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. H. ANY PARTITION THAT INTERSECTS AN EXISTING EXPANSION JOINT SHALL BE BUILT ACCORDING TO DETAIL 1/A9. KEY NOTES: 1. NEW ELECTRICAL EQUIPMENT LOCATION, REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION, 2, EXISTING NEUTRAL PIER. 3. NEW INSTANTANEOUS WATER HEATER MOUNTED BELOW LAVATORY (NOT TO IMPEDE UPON HANDICAP ACCESSIBILITY) - SEE PLUMBING PLANS FOR ADDITIONAL INFORMATION. 4. G.C. TO SUPPLY & INSTALL SIGNAGE TO READ: "THIS DOOR TO REMAIN UNLOCKED WHENEVER THE BUILDING IS OCCUPIED" AT THIS LOCATION. 5. OUTLINE OF CASHWRAP. SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. SEE FIXTURE PLAN IN SHEET A2 FOR ADDITIONAL INFORMATION. 6. OUTLINE OF 'HABERDASHERY' PERIMETER FIXTURE. SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. SEE FIXTURE PLAN IN SHEET A2 FOR ADDITIONAL INFORMATION, 7. MALL FLOORING TO CLOSURE LINE SUPPLIED & INSTALLED BY G.C. (COORDINATE FINISH SPECIFICATIONS WITH MALL MANAGEMENT). TRANSITION FROM NEW WOOD FLOORING TO MALL FLOORING SUPPLIED & INSTALLED BY G.C. SEE DETAIL 3/A1. 8. G.C. TO PROVIDE FIRE RETARDANT, TREATED BLOCKING IN FITTING ROOM WALLS FOR FIXTURES. SEE FIXTURE PLAN ON SHEET A2, FITTING ROOM ELEVATIONS ON SHEET A6 AND WALL TYPE SCHEDULE ON THIS SHEET FOR MORE INFORMATION. 9. NEW RAISED PLATFORM SUPPLIED & INSTALLED BY G.C. SEE SHEET AS FOR ADDITIONAL INFORMATION. 10. START POINT OF WOOD FLOORING (WD -2) ON TOP OF PLATFORM. 11. CUSTOM MIRROR SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. SEE INTERIOR ELEVATIONS ON SHEET A3. 16 GAUGE, 4" TALL METAL STRAPS FOR SUPPORT TO BE INSTALLED PRIOR TO GYP. BD. (SUPPLIED & INSTALLED BY G.C.) - COORDINATE LOCATION W/ OWNER'S REPRESENTATIVE. 12. EXISTING ELECTRICAL DISCONNECT TO REMAIN. 13. THE G.C. SHALL SUPPLY & INSTALL BLACK IRON FITTINGS & PIPE FOR OWNER SUPPLIED CURTAIN. SEE INTERIOR ELEVATIONS FOR FURTHER INFORMATION. 14. EXISTING MALL STRUCTURAL BRACING TO REMAIN AS -IS. 15. THE G.C. SHALL SUPPLY & INSTALL 4 "W X 4 "W X 4' -0 "H, 10 GAUGE STAINLESS STEEL CORNER GAURDS ON OUTSIDE CORNERS OF ALCOVE. COORDINATE W/ MALL MANAGEMENT. 16. FLUSH TRANSITION FROM CORRIDOR FLOORING (VCT -1) TO TOILET ROOM FLOORING (SV -1). BUTT JOINT AS TIGHT AS POSSIBLE. SALES AREA SIDE NEW WD -1 WOOD FLOORING AS SCHEDULED REVIEWED FOR CODE COMPLIANCE APp O ED AUG 18 2008 City Of Thkwila RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM CIMIA CORTLAND MO R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U v U a) C C v v on Co J REVISIONS 00 Lrl C O a } 10 J 4:t J V 1a risit:1 2 Ce ce � z d w w = = H 0 Li) v) rn W /''ND MOW S1AfE 0' WASIrIINC 10 00 00 v- 00 Q 1. LANDLORD REVISIONS - 07/10/08 SHEET NUMBER Al CONSTRUCTION PLAN & TRANSITION DETAILS co 0 N .-i 7 r 1 -HR RATED EXIT CORRIDOR STOCK ROOM 1' -8" 10' HIGH SHELVING STANDARD FITTING ROOM MEC 900 MEC 900 MEC 600 MEC 700 MEC 700 MEC 560 2 1 P., TYP. .N.O. MEC WATCH CASE MEC 350 MEC 300 SALES AREA MEC 300 MEC 350 MEC 900 MEC 900 MEC 2300 MEC 900 2 TYP., U.N.O. MEC 900 SK -53 12" 12" • m SK -53L 2' -0" MEC 2100 2 2' -0" 12" 12" 2TYP, 4. OF DISPLAY WALL 4' -0" ADA COMPLIANT TOILET ROOM FIXTURE PLAN Scale: 1/4" = 1' -0" ADA COMPLIANT FITTING ROOM 3 ADJACENT TENANT TYP, ADJACENT TENANT , 15 , 2 TYP , U.N.O. 2" E 2' -0" TYP Protruding objects shall not reduce the minimum clear width of accessible routes or clear aisle width of 36 inches. (ANSI 307.5 & IBC 1003.3.4) Clear width of and accessible route shall be maintained at a minimum of 32 inches wide within <24 inch run or 36 inches wide >24 inch run. (ANSI Table 403.5) 2 TYP , U.N.O. 12" 2' -0" TYP. 2 TYP , U.N.O. FIXED SHELVES DESK TOP TYP. HOLD Scale: 3/4" = 1 -0" 6-2" NEW PHONE & DATA LINES CONNECTED TO CASHHWRAP. SEE ELECTRICAL DRAWINGS. MANAGER'S DESK ELEVATION GENERAL NOTES: • THIS PLAN IS SUPPLIED FOR REFERENCE ONLY. • INSTALL THE PERIMETER FIXTURES BY FIRST TAKING THE HIGH POINT OF THE FLOOR AND SETTING THE CONTROL LINE. • ALL PERIMETER WALL UNIT PANELS, RECESSED STANDARDS, MERCHANDISE DIVIDER PANELS, FEATURE WALLS, SHELVING AND HARDWARE SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. G.C. TO INSTALL BRACKETS AND SHELVING PRIOR TO TURNOVER. • ALL FREE STANDING FIXTURES AND HARDWARE SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. • FREE STANDING FLOOR FIXTURES SHALL BE PLACED TO ALLOW A 44" WIDE MIN. EGRESS AISLE, CONTINUOUS FROM FRONT TO BACK OF SALES AREA. KEY NOTES: 1, PERIMETER WALL FIXTURES AND HARDWARE SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. SEE INTERIOR ELEVATIONS ON SHEET A3 FOR ADDITIONAL INFORMATION. 2. SURFACE MOUNTED WALL STANDARDS SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) & INSTALLED BY G.C. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INORMATION. 3, RECESSED MOUNTED WALL STANDARDS (@ TIN WALL AREAS) SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) & INSTALLED BY G.C. SEE INTERIOR ELEVATIONS & DETAIL 8 /A10 FOR ADDITIONAL INFORMATION. 4. CASHWRAP SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. 5. 'HABERDASHERY' PERIMETER FIXTURE SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. 6. CUSTOM SALES AREA MIRROR SUPPLIED BY OWNER AND INSTALLED BY G.C. - COORDINATE WITH ECKO. SEE ELEVATION 1/A3. 7. SEE FITTING ROOM ELEVATIONS ON SHEET A6 FOR MORE INFORMATION ON BENCHES, HARDWARE AND MOUNTING HEIGHTS FOR THE FITTING ROOMS. 8. 3' -0 "W X 7' -4 "H FITTING ROOM MIRROR SUPPLIED BY OWNER AND INSTALLED BY OWNER'S VENDOR. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 9. 4' -01 (1X4) FITTING ROOM HOOK BOARD (STAINED ST -1) SUPPLIED & INSTALLED BY G.C. HOOKS SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) & INSTALLED BY G.C. 10. FIXED 10' -0" HIGH STOCK ROOM SHELVING SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. 11. MANAGER'S DESK SUPPLIED BY OWNER'S VENDOR (SEE RESPONSIBLITY SCHEDULE ON SHEET IS1) AND INSTALLED BY G.C. SEE DETAIL 2/A2, 12. FLOOR SAFE (UNDER MANAGER'S DESK) SUPPLIED BY OWNER AND INSTALLED BY G.C. G.C. TO SUPPLY ALL MOUNTING HARDWARE AND SLEEVE BOLT TO THE FLOOR BELOW. 13. CHAIR SUPPLIED BY OWNER & PUT IN PLACE BY G.C. 14. RUG SUPPLIED BY OWNER AND INSTALLED BY G.C. 15. WALL MOUNTED FIRE EXTINGUISHER SUPPLIED BY OWNER & INSTALLED BY G.C. FIRE EXTINGUISHERS ARE TO BE TYPE 2 -A MOUNTED AT 48" A.F.F. COORDINATE LOCATION WITH FIRE MARSHALL /INSPECTOR. 16. 1' -8 "W X 9 "D X 1 "THK. SHELF AND BRACKET SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. SHELVES TO BE CENTERED ON COLUMN. SEE ELEVATION 6/A3. 17, TOILET ROOM SHELVING - G.C. TO SUPPLY AND INSTALL (2) SURFACE MOUNTED STANDARDS WITH (2) 12" DEEP X 36" WIDE WHITE MELAMINE SHELVES. SEE SHEET A6 FOR ADDITIONAL INFORMATION. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukwila BUILDING DIVISION, NEW ELECTRICAL OUTLETS INSTALLED AT HEIGHT SPECIFIED. RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM C O R T L A N D CIMIA M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 C v u v E_ o on O J ,o co co ▪ er3 Q `r' Cl_ N 7 on In v v v; In w CD 0 C O .0 a to Xii J Y � 0 1 °IT'D ON Lit % Ce a X1 zz WUJ y a LLI Lu .ti Q� O O � Z ti) vl M M .D 88C RE'ISTtr% D iv STAI' OF WAS: l;;.'.; Iii .-, REVISIONS FIXTURE PLAN & MANAGER DESK ELEVATION SHEET NUMBER A2 w z 06 a 1- z a DRAWING NAME: ADJACENT TENANT MALL CORRIDOR 412.243.3430 • ■ •• iii „£ I NOTE: MANAGERS DESK TO BE SUPPLIED BY OWNERS VENDOR AND INSTALLED BY G.C, THIS DRAWING IS TO SPECIFY LOCATION OF DATA AND ELECTRICAL OUTLETS ONLY. •• ii 1::1] -0 ,. CE CE ••• S.. CE 1 -HR RATED EXIT CORRIDOR STOCK ROOM 1' -8" 10' HIGH SHELVING STANDARD FITTING ROOM MEC 900 MEC 900 MEC 600 MEC 700 MEC 700 MEC 560 2 1 P., TYP. .N.O. MEC WATCH CASE MEC 350 MEC 300 SALES AREA MEC 300 MEC 350 MEC 900 MEC 900 MEC 2300 MEC 900 2 TYP., U.N.O. MEC 900 SK -53 12" 12" • m SK -53L 2' -0" MEC 2100 2 2' -0" 12" 12" 2TYP, 4. OF DISPLAY WALL 4' -0" ADA COMPLIANT TOILET ROOM FIXTURE PLAN Scale: 1/4" = 1' -0" ADA COMPLIANT FITTING ROOM 3 ADJACENT TENANT TYP, ADJACENT TENANT , 15 , 2 TYP , U.N.O. 2" E 2' -0" TYP Protruding objects shall not reduce the minimum clear width of accessible routes or clear aisle width of 36 inches. (ANSI 307.5 & IBC 1003.3.4) Clear width of and accessible route shall be maintained at a minimum of 32 inches wide within <24 inch run or 36 inches wide >24 inch run. (ANSI Table 403.5) 2 TYP , U.N.O. 12" 2' -0" TYP. 2 TYP , U.N.O. FIXED SHELVES DESK TOP TYP. HOLD Scale: 3/4" = 1 -0" 6-2" NEW PHONE & DATA LINES CONNECTED TO CASHHWRAP. SEE ELECTRICAL DRAWINGS. MANAGER'S DESK ELEVATION GENERAL NOTES: • THIS PLAN IS SUPPLIED FOR REFERENCE ONLY. • INSTALL THE PERIMETER FIXTURES BY FIRST TAKING THE HIGH POINT OF THE FLOOR AND SETTING THE CONTROL LINE. • ALL PERIMETER WALL UNIT PANELS, RECESSED STANDARDS, MERCHANDISE DIVIDER PANELS, FEATURE WALLS, SHELVING AND HARDWARE SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. G.C. TO INSTALL BRACKETS AND SHELVING PRIOR TO TURNOVER. • ALL FREE STANDING FIXTURES AND HARDWARE SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. • FREE STANDING FLOOR FIXTURES SHALL BE PLACED TO ALLOW A 44" WIDE MIN. EGRESS AISLE, CONTINUOUS FROM FRONT TO BACK OF SALES AREA. KEY NOTES: 1, PERIMETER WALL FIXTURES AND HARDWARE SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. SEE INTERIOR ELEVATIONS ON SHEET A3 FOR ADDITIONAL INFORMATION. 2. SURFACE MOUNTED WALL STANDARDS SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) & INSTALLED BY G.C. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INORMATION. 3, RECESSED MOUNTED WALL STANDARDS (@ TIN WALL AREAS) SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) & INSTALLED BY G.C. SEE INTERIOR ELEVATIONS & DETAIL 8 /A10 FOR ADDITIONAL INFORMATION. 4. CASHWRAP SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. 5. 'HABERDASHERY' PERIMETER FIXTURE SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED G.C. 6. CUSTOM SALES AREA MIRROR SUPPLIED BY OWNER AND INSTALLED BY G.C. - COORDINATE WITH ECKO. SEE ELEVATION 1/A3. 7. SEE FITTING ROOM ELEVATIONS ON SHEET A6 FOR MORE INFORMATION ON BENCHES, HARDWARE AND MOUNTING HEIGHTS FOR THE FITTING ROOMS. 8. 3' -0 "W X 7' -4 "H FITTING ROOM MIRROR SUPPLIED BY OWNER AND INSTALLED BY OWNER'S VENDOR. SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 9. 4' -01 (1X4) FITTING ROOM HOOK BOARD (STAINED ST -1) SUPPLIED & INSTALLED BY G.C. HOOKS SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) & INSTALLED BY G.C. 10. FIXED 10' -0" HIGH STOCK ROOM SHELVING SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. 11. MANAGER'S DESK SUPPLIED BY OWNER'S VENDOR (SEE RESPONSIBLITY SCHEDULE ON SHEET IS1) AND INSTALLED BY G.C. SEE DETAIL 2/A2, 12. FLOOR SAFE (UNDER MANAGER'S DESK) SUPPLIED BY OWNER AND INSTALLED BY G.C. G.C. TO SUPPLY ALL MOUNTING HARDWARE AND SLEEVE BOLT TO THE FLOOR BELOW. 13. CHAIR SUPPLIED BY OWNER & PUT IN PLACE BY G.C. 14. RUG SUPPLIED BY OWNER AND INSTALLED BY G.C. 15. WALL MOUNTED FIRE EXTINGUISHER SUPPLIED BY OWNER & INSTALLED BY G.C. FIRE EXTINGUISHERS ARE TO BE TYPE 2 -A MOUNTED AT 48" A.F.F. COORDINATE LOCATION WITH FIRE MARSHALL /INSPECTOR. 16. 1' -8 "W X 9 "D X 1 "THK. SHELF AND BRACKET SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. SHELVES TO BE CENTERED ON COLUMN. SEE ELEVATION 6/A3. 17, TOILET ROOM SHELVING - G.C. TO SUPPLY AND INSTALL (2) SURFACE MOUNTED STANDARDS WITH (2) 12" DEEP X 36" WIDE WHITE MELAMINE SHELVES. SEE SHEET A6 FOR ADDITIONAL INFORMATION. REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukwila BUILDING DIVISION, NEW ELECTRICAL OUTLETS INSTALLED AT HEIGHT SPECIFIED. RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM C O R T L A N D CIMIA M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 C v u v E_ o on O J ,o co co ▪ er3 Q `r' Cl_ N 7 on In v v v; In w CD 0 C O .0 a to Xii J Y � 0 1 °IT'D ON Lit % Ce a X1 zz WUJ y a LLI Lu .ti Q� O O � Z ti) vl M M .D 88C RE'ISTtr% D iv STAI' OF WAS: l;;.'.; Iii .-, REVISIONS FIXTURE PLAN & MANAGER DESK ELEVATION SHEET NUMBER A2 w z 06 a 1- z a DRAWING NAME: ADJACENT TENANT MALL CORRIDOR 412.243.3430 • P 1 EQ. A 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD G20020, 2"X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES B INSTALLED BY G.L. (TYP.) 14 10 E 12' -6" A.F.F. "" B.O. NEW GYP. BD. CLG 11' -6" A.F.F. ", B.O. NEW BULKHEAD Scale: 1/4" = 1' -0" SP P 1 P 1 B 1 TY INTERIOR ELEVATION Scale: 1/4" = 1' -0" INTERIOR ELEVATION A3 / Scale: 1/4" = 1' -0" INTERIOR ELEVATION OVERALL PLYWOOD /TWT -1 4' -0" P 1 3 P 1 TYP. TWT 12" 0 - -- I -- - - - - -- - -� — -- - - -- UNIMINNM muI ------ - - - - -- •- -•-- -- III fit MIL N..— MINI . —_■ ■--■ M INIM= . MIN . - -..— MINI NI— MINI.- -L ■ •- - - - - - _ —MIS —.NI- -. NIMIMINI =MUM= --- --NIMI —MI NI , , i , ■NI— •— — MM MMIM minim •-- —MI NIMI — MINI pifum�rap - —. ■MI _MI ■NI _MI —.. MINI ■—MINI MIN • ----------- •• - - - --M ___NIi_� __ � __ M —NI -- MINI- - - -a. 1MI- -MI 1MI —. ■MIS II MEM 15" P 1 I I SP WC 18 OVERALL PLYWOOD /TWT -1 3 P 1 P 1 TRIM TYP. TYP. f 12" 1 TYP., ALL SIDES FB 1 1 TYP., ALL SIDES 18 1 TRIM TYP. SP TYP., ALL SIDES 2 TYP. U.N.O. TYP., ALL SIDES 17 12 TYP. 12" 12" SP Scale: 1/4" = 1' -0" 1_311 OLD 2' -0" TYP. B TYP. 16 GAUGE, 4" METAL STRAP (TYP.); BEHIND GYP. BD. OR FB -1, COORDINATE WITH 1/A1 & WALL TYPE SCHEDULE TIP. S S CI- = a N r TYP., ALL SIDES 9 TYP. P 1 1' -8" STRAPPING ELEVATION 2 TYP. U.N.O. 2' -0" TYP, TYP., ALL SIDES 9 TYP. 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD TYP. 14 13 P 4 NIMImm MI in a MI �: ∎ �° ����'� 6' -0" -- 6 Z �■.�MI- --- -Dm—■. -- ■ 1 ----- - -_■ —. 62 ----- - - -'M— .; 8 0 == =L - - - -NI. MINI SP 12 TYP. a L 12' -0" A.F.F. T.O. CROWN MOLDING /B.O. NEW GYP. BD. CLG. Scale: 1/4" = 1' -0" P 1 4 4+.+ + 4 +,X X+ ++ 4 4 X, TYP. \ \ TYP. COLUMN ELEVATION 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 8 / EQ. 2' -0" TYP, WC 1 EQ. i P 4 OPEN TO FITTING ROOM P 1 OPEN TO FITTING ROOM TYP WC 1 BACK WALL IN FITTING ROOMS, TYP. 19 TYP. WC P 1 B 1 INTERIOR ELEVATION Scale: 1/4" = 1' -0" GENERAL NOTES: KEY NOTES: • SEE SHEET IS1 FOR FINISH SCHEDULE. • G.C. TO TOUCH UP ALL SUPPLIED MILLWORK MATERIAL AFTER INSTALLATION. • RESTROOMS AND CORRIDOR (IF APPLICABLE) TO BE PAINTED P -1. • G.C. SHALL REFER TO FIXTURE HANDBOOK FOR FURTHER INFORMATION. • OUTLET COVERS ALONG WALLS COVERED WITH WC -1 TO BE BLACK; ALL OTHERS TO BE WHITE. 1. 'HABERDASHERY' PERIMETER FIXTURE SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. G.C. TO INSTALL WC -2 ON INSIDE OF FIXTURE. 2. 8' -0' TALL, BLACK POWDER COATED SURFACE MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS. 3. 8' -0' TALL, BLACK POWDER COATED RECESS MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS, 4. FINIAL HEADER SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 5. TENANT CASHWRAP AND BACKWRAP SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 6. LCD MONITOR, DECORATIVE FRAME, & MOUNTING BRACKET FOR BEHIND CASHWRAP SUPPLIED BY OWNER'S A/V VENDOR (PRO- MOTION) AND INSTALLED BY G.C. SCREEN TO BE MOUNTED TO APPEAR AS IF SITTING ON TOP OF SHELF, 7. SHELVING ON WALL BEHIND CASHWRAP SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 8. EXIT SIGN CENTERED ABOVE DOOR. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 9, WALL MOUNTED EMERGENCY LIGHTING, MOUNTED TIGHT TO CEILING ABOVE. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 10. CUSTOM MIRROR SUPPLIED BY OWNER AND INSTALLED BY G.C. FIRE RETARDANT TREATED BLOCKING IN PARTITION BY G.C. COORDINATE LOCATION OF MIRROR & BLOCKING WITH ECKO. 11. KICKDOWN DOOR HOLDER (FINISH TO MATCH DOOR FRAME) SUPPLIED & INSTALLED BY OWNER'S VENDOR (API). 12. MUSIC SYSTEM. G.C. TO COORDINATE EXACT SPEAKER QUANTITY AND LOCATIONS WITH OWNER'S VENDOR. MOUNT SPEAKERS TIGHT TO CEILING ABOVE, 13. NEW STOREFRONT DISPLAY PLATFORM - SEE STOREFRONT SECTION 2/A7. 14. 8" NON- BEARING PRE - MANUFACTURED 1/2 COLUMN SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C., TYP. SEE STOREFRONT ELEVATION 1 /A5 FOR ADDITIONAL INFORMATION. 15. 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH) SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. 16. SENSORESENSE ALARM MODULE. OWNER'S VENDOR TO INSTALL OTHER ITEMS INSIDE BULKHEAD. 17. START POINT FOR FB -1 INSTALLATION. 18. 3/4" HALF ROUND (PAINT P -1) SUPPLIED AND INSTALLED BY G.C. 19. CAST IRON FLANGES & ROD (FOR CURTAIN) SUPPLIED & INSTALLED BY G.C. (TYP.), SEE DETAIL 6/A6. 20. CURTAINS & CLOSED STYLE CURTAIN HOOKS SUPPLIED BY OWNER & INSTALLED BY G.C. (TYP.). 21. 1' -8 "W X 9 "D X 1 "THK. SHELF AND BRACKET SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. SHELF TO BE CENTERED ON COLUMN. 22. TENANT ADDRESS: 4" HIGH LETTERS, ARIAL FONT, MOUNTED 18" ABOVE FINISH FLOOR 8" AWAY FROM EDGE OF GLASS; SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR. K /LEWED FOR _ r CODE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukw BUILDING DIMION A 23. G20020, 2 "X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES & INSTALLED BY G.C. (TYP.). RECEIVED CITY OF TUKWILA AUG 12 2008 PERMIT CENTER TIP. DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM 10 U w a a C O R T L A N D r:4 4= MO R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ,c Co F; M fV X CO • O ri M M N C) 0 a J Y ce p d ° F ZZ W W U 00 M M INTERIOR ELEVATIONS SHEET NUMBER A3 REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 N Project Coordination By: August 05 , 2008 - 12:10 pm DRAWING NAME: \ iE *ITI [ " b3 1 63 1 63 1T -JAS / 00 23 . o \\/ r \ \\ \ \ / \ GL ,12" TYP. 1 TYP. TYP. - I \ .d Z Z d3AO P 1 EQ. A 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD G20020, 2"X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES B INSTALLED BY G.L. (TYP.) 14 10 E 12' -6" A.F.F. "" B.O. NEW GYP. BD. CLG 11' -6" A.F.F. ", B.O. NEW BULKHEAD Scale: 1/4" = 1' -0" SP P 1 P 1 B 1 TY INTERIOR ELEVATION Scale: 1/4" = 1' -0" INTERIOR ELEVATION A3 / Scale: 1/4" = 1' -0" INTERIOR ELEVATION OVERALL PLYWOOD /TWT -1 4' -0" P 1 3 P 1 TYP. TWT 12" 0 - -- I -- - - - - -- - -� — -- - - -- UNIMINNM muI ------ - - - - -- •- -•-- -- III fit MIL N..— MINI . —_■ ■--■ M INIM= . MIN . - -..— MINI NI— MINI.- -L ■ •- - - - - - _ —MIS —.NI- -. NIMIMINI =MUM= --- --NIMI —MI NI , , i , ■NI— •— — MM MMIM minim •-- —MI NIMI — MINI pifum�rap - —. ■MI _MI ■NI _MI —.. MINI ■—MINI MIN • ----------- •• - - - --M ___NIi_� __ � __ M —NI -- MINI- - - -a. 1MI- -MI 1MI —. ■MIS II MEM 15" P 1 I I SP WC 18 OVERALL PLYWOOD /TWT -1 3 P 1 P 1 TRIM TYP. TYP. f 12" 1 TYP., ALL SIDES FB 1 1 TYP., ALL SIDES 18 1 TRIM TYP. SP TYP., ALL SIDES 2 TYP. U.N.O. TYP., ALL SIDES 17 12 TYP. 12" 12" SP Scale: 1/4" = 1' -0" 1_311 OLD 2' -0" TYP. B TYP. 16 GAUGE, 4" METAL STRAP (TYP.); BEHIND GYP. BD. OR FB -1, COORDINATE WITH 1/A1 & WALL TYPE SCHEDULE TIP. S S CI- = a N r TYP., ALL SIDES 9 TYP. P 1 1' -8" STRAPPING ELEVATION 2 TYP. U.N.O. 2' -0" TYP, TYP., ALL SIDES 9 TYP. 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD TYP. 14 13 P 4 NIMImm MI in a MI �: ∎ �° ����'� 6' -0" -- 6 Z �■.�MI- --- -Dm—■. -- ■ 1 ----- - -_■ —. 62 ----- - - -'M— .; 8 0 == =L - - - -NI. MINI SP 12 TYP. a L 12' -0" A.F.F. T.O. CROWN MOLDING /B.O. NEW GYP. BD. CLG. Scale: 1/4" = 1' -0" P 1 4 4+.+ + 4 +,X X+ ++ 4 4 X, TYP. \ \ TYP. COLUMN ELEVATION 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 8 / EQ. 2' -0" TYP, WC 1 EQ. i P 4 OPEN TO FITTING ROOM P 1 OPEN TO FITTING ROOM TYP WC 1 BACK WALL IN FITTING ROOMS, TYP. 19 TYP. WC P 1 B 1 INTERIOR ELEVATION Scale: 1/4" = 1' -0" GENERAL NOTES: KEY NOTES: • SEE SHEET IS1 FOR FINISH SCHEDULE. • G.C. TO TOUCH UP ALL SUPPLIED MILLWORK MATERIAL AFTER INSTALLATION. • RESTROOMS AND CORRIDOR (IF APPLICABLE) TO BE PAINTED P -1. • G.C. SHALL REFER TO FIXTURE HANDBOOK FOR FURTHER INFORMATION. • OUTLET COVERS ALONG WALLS COVERED WITH WC -1 TO BE BLACK; ALL OTHERS TO BE WHITE. 1. 'HABERDASHERY' PERIMETER FIXTURE SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. G.C. TO INSTALL WC -2 ON INSIDE OF FIXTURE. 2. 8' -0' TALL, BLACK POWDER COATED SURFACE MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS. 3. 8' -0' TALL, BLACK POWDER COATED RECESS MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS, 4. FINIAL HEADER SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 5. TENANT CASHWRAP AND BACKWRAP SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 6. LCD MONITOR, DECORATIVE FRAME, & MOUNTING BRACKET FOR BEHIND CASHWRAP SUPPLIED BY OWNER'S A/V VENDOR (PRO- MOTION) AND INSTALLED BY G.C. SCREEN TO BE MOUNTED TO APPEAR AS IF SITTING ON TOP OF SHELF, 7. SHELVING ON WALL BEHIND CASHWRAP SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 8. EXIT SIGN CENTERED ABOVE DOOR. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 9, WALL MOUNTED EMERGENCY LIGHTING, MOUNTED TIGHT TO CEILING ABOVE. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 10. CUSTOM MIRROR SUPPLIED BY OWNER AND INSTALLED BY G.C. FIRE RETARDANT TREATED BLOCKING IN PARTITION BY G.C. COORDINATE LOCATION OF MIRROR & BLOCKING WITH ECKO. 11. KICKDOWN DOOR HOLDER (FINISH TO MATCH DOOR FRAME) SUPPLIED & INSTALLED BY OWNER'S VENDOR (API). 12. MUSIC SYSTEM. G.C. TO COORDINATE EXACT SPEAKER QUANTITY AND LOCATIONS WITH OWNER'S VENDOR. MOUNT SPEAKERS TIGHT TO CEILING ABOVE, 13. NEW STOREFRONT DISPLAY PLATFORM - SEE STOREFRONT SECTION 2/A7. 14. 8" NON- BEARING PRE - MANUFACTURED 1/2 COLUMN SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C., TYP. SEE STOREFRONT ELEVATION 1 /A5 FOR ADDITIONAL INFORMATION. 15. 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH) SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. 16. SENSORESENSE ALARM MODULE. OWNER'S VENDOR TO INSTALL OTHER ITEMS INSIDE BULKHEAD. 17. START POINT FOR FB -1 INSTALLATION. 18. 3/4" HALF ROUND (PAINT P -1) SUPPLIED AND INSTALLED BY G.C. 19. CAST IRON FLANGES & ROD (FOR CURTAIN) SUPPLIED & INSTALLED BY G.C. (TYP.), SEE DETAIL 6/A6. 20. CURTAINS & CLOSED STYLE CURTAIN HOOKS SUPPLIED BY OWNER & INSTALLED BY G.C. (TYP.). 21. 1' -8 "W X 9 "D X 1 "THK. SHELF AND BRACKET SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. SHELF TO BE CENTERED ON COLUMN. 22. TENANT ADDRESS: 4" HIGH LETTERS, ARIAL FONT, MOUNTED 18" ABOVE FINISH FLOOR 8" AWAY FROM EDGE OF GLASS; SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR. K /LEWED FOR _ r CODE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukw BUILDING DIMION A 23. G20020, 2 "X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES & INSTALLED BY G.C. (TYP.). RECEIVED CITY OF TUKWILA AUG 12 2008 PERMIT CENTER TIP. DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM 10 U w a a C O R T L A N D r:4 4= MO R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ,c Co F; M fV X CO • O ri M M N C) 0 a J Y ce p d ° F ZZ W W U 00 M M INTERIOR ELEVATIONS SHEET NUMBER A3 REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 N Project Coordination By: August 05 , 2008 - 12:10 pm DRAWING NAME: L' r 1T -JAS T- LAT / 2 -0 . o a o „0 - ,OT PLYWOO ,12" TYP. ` . TYP. .d Z Z d3AO i3AO • �\ \ 1 O r 12' -0" a o �' 12' -0" P 1 EQ. A 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD G20020, 2"X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES B INSTALLED BY G.L. (TYP.) 14 10 E 12' -6" A.F.F. "" B.O. NEW GYP. BD. CLG 11' -6" A.F.F. ", B.O. NEW BULKHEAD Scale: 1/4" = 1' -0" SP P 1 P 1 B 1 TY INTERIOR ELEVATION Scale: 1/4" = 1' -0" INTERIOR ELEVATION A3 / Scale: 1/4" = 1' -0" INTERIOR ELEVATION OVERALL PLYWOOD /TWT -1 4' -0" P 1 3 P 1 TYP. TWT 12" 0 - -- I -- - - - - -- - -� — -- - - -- UNIMINNM muI ------ - - - - -- •- -•-- -- III fit MIL N..— MINI . —_■ ■--■ M INIM= . MIN . - -..— MINI NI— MINI.- -L ■ •- - - - - - _ —MIS —.NI- -. NIMIMINI =MUM= --- --NIMI —MI NI , , i , ■NI— •— — MM MMIM minim •-- —MI NIMI — MINI pifum�rap - —. ■MI _MI ■NI _MI —.. MINI ■—MINI MIN • ----------- •• - - - --M ___NIi_� __ � __ M —NI -- MINI- - - -a. 1MI- -MI 1MI —. ■MIS II MEM 15" P 1 I I SP WC 18 OVERALL PLYWOOD /TWT -1 3 P 1 P 1 TRIM TYP. TYP. f 12" 1 TYP., ALL SIDES FB 1 1 TYP., ALL SIDES 18 1 TRIM TYP. SP TYP., ALL SIDES 2 TYP. U.N.O. TYP., ALL SIDES 17 12 TYP. 12" 12" SP Scale: 1/4" = 1' -0" 1_311 OLD 2' -0" TYP. B TYP. 16 GAUGE, 4" METAL STRAP (TYP.); BEHIND GYP. BD. OR FB -1, COORDINATE WITH 1/A1 & WALL TYPE SCHEDULE TIP. S S CI- = a N r TYP., ALL SIDES 9 TYP. P 1 1' -8" STRAPPING ELEVATION 2 TYP. U.N.O. 2' -0" TYP, TYP., ALL SIDES 9 TYP. 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD TYP. 14 13 P 4 NIMImm MI in a MI �: ∎ �° ����'� 6' -0" -- 6 Z �■.�MI- --- -Dm—■. -- ■ 1 ----- - -_■ —. 62 ----- - - -'M— .; 8 0 == =L - - - -NI. MINI SP 12 TYP. a L 12' -0" A.F.F. T.O. CROWN MOLDING /B.O. NEW GYP. BD. CLG. Scale: 1/4" = 1' -0" P 1 4 4+.+ + 4 +,X X+ ++ 4 4 X, TYP. \ \ TYP. COLUMN ELEVATION 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 8 / EQ. 2' -0" TYP, WC 1 EQ. i P 4 OPEN TO FITTING ROOM P 1 OPEN TO FITTING ROOM TYP WC 1 BACK WALL IN FITTING ROOMS, TYP. 19 TYP. WC P 1 B 1 INTERIOR ELEVATION Scale: 1/4" = 1' -0" GENERAL NOTES: KEY NOTES: • SEE SHEET IS1 FOR FINISH SCHEDULE. • G.C. TO TOUCH UP ALL SUPPLIED MILLWORK MATERIAL AFTER INSTALLATION. • RESTROOMS AND CORRIDOR (IF APPLICABLE) TO BE PAINTED P -1. • G.C. SHALL REFER TO FIXTURE HANDBOOK FOR FURTHER INFORMATION. • OUTLET COVERS ALONG WALLS COVERED WITH WC -1 TO BE BLACK; ALL OTHERS TO BE WHITE. 1. 'HABERDASHERY' PERIMETER FIXTURE SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. G.C. TO INSTALL WC -2 ON INSIDE OF FIXTURE. 2. 8' -0' TALL, BLACK POWDER COATED SURFACE MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS. 3. 8' -0' TALL, BLACK POWDER COATED RECESS MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS, 4. FINIAL HEADER SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 5. TENANT CASHWRAP AND BACKWRAP SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 6. LCD MONITOR, DECORATIVE FRAME, & MOUNTING BRACKET FOR BEHIND CASHWRAP SUPPLIED BY OWNER'S A/V VENDOR (PRO- MOTION) AND INSTALLED BY G.C. SCREEN TO BE MOUNTED TO APPEAR AS IF SITTING ON TOP OF SHELF, 7. SHELVING ON WALL BEHIND CASHWRAP SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 8. EXIT SIGN CENTERED ABOVE DOOR. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 9, WALL MOUNTED EMERGENCY LIGHTING, MOUNTED TIGHT TO CEILING ABOVE. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 10. CUSTOM MIRROR SUPPLIED BY OWNER AND INSTALLED BY G.C. FIRE RETARDANT TREATED BLOCKING IN PARTITION BY G.C. COORDINATE LOCATION OF MIRROR & BLOCKING WITH ECKO. 11. KICKDOWN DOOR HOLDER (FINISH TO MATCH DOOR FRAME) SUPPLIED & INSTALLED BY OWNER'S VENDOR (API). 12. MUSIC SYSTEM. G.C. TO COORDINATE EXACT SPEAKER QUANTITY AND LOCATIONS WITH OWNER'S VENDOR. MOUNT SPEAKERS TIGHT TO CEILING ABOVE, 13. NEW STOREFRONT DISPLAY PLATFORM - SEE STOREFRONT SECTION 2/A7. 14. 8" NON- BEARING PRE - MANUFACTURED 1/2 COLUMN SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C., TYP. SEE STOREFRONT ELEVATION 1 /A5 FOR ADDITIONAL INFORMATION. 15. 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH) SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. 16. SENSORESENSE ALARM MODULE. OWNER'S VENDOR TO INSTALL OTHER ITEMS INSIDE BULKHEAD. 17. START POINT FOR FB -1 INSTALLATION. 18. 3/4" HALF ROUND (PAINT P -1) SUPPLIED AND INSTALLED BY G.C. 19. CAST IRON FLANGES & ROD (FOR CURTAIN) SUPPLIED & INSTALLED BY G.C. (TYP.), SEE DETAIL 6/A6. 20. CURTAINS & CLOSED STYLE CURTAIN HOOKS SUPPLIED BY OWNER & INSTALLED BY G.C. (TYP.). 21. 1' -8 "W X 9 "D X 1 "THK. SHELF AND BRACKET SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. SHELF TO BE CENTERED ON COLUMN. 22. TENANT ADDRESS: 4" HIGH LETTERS, ARIAL FONT, MOUNTED 18" ABOVE FINISH FLOOR 8" AWAY FROM EDGE OF GLASS; SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR. K /LEWED FOR _ r CODE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukw BUILDING DIMION A 23. G20020, 2 "X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES & INSTALLED BY G.C. (TYP.). RECEIVED CITY OF TUKWILA AUG 12 2008 PERMIT CENTER TIP. DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM 10 U w a a C O R T L A N D r:4 4= MO R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ,c Co F; M fV X CO • O ri M M N C) 0 a J Y ce p d ° F ZZ W W U 00 M M INTERIOR ELEVATIONS SHEET NUMBER A3 REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 N Project Coordination By: August 05 , 2008 - 12:10 pm DRAWING NAME: L' r 1T -JAS PLYWOO o fi a , 2' -0" ,12" TYP. ` . .d Z d3AO • �\ \ 1 O r 12' -0" P 1 EQ. A 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD G20020, 2"X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES B INSTALLED BY G.L. (TYP.) 14 10 E 12' -6" A.F.F. "" B.O. NEW GYP. BD. CLG 11' -6" A.F.F. ", B.O. NEW BULKHEAD Scale: 1/4" = 1' -0" SP P 1 P 1 B 1 TY INTERIOR ELEVATION Scale: 1/4" = 1' -0" INTERIOR ELEVATION A3 / Scale: 1/4" = 1' -0" INTERIOR ELEVATION OVERALL PLYWOOD /TWT -1 4' -0" P 1 3 P 1 TYP. TWT 12" 0 - -- I -- - - - - -- - -� — -- - - -- UNIMINNM muI ------ - - - - -- •- -•-- -- III fit MIL N..— MINI . —_■ ■--■ M INIM= . MIN . - -..— MINI NI— MINI.- -L ■ •- - - - - - _ —MIS —.NI- -. NIMIMINI =MUM= --- --NIMI —MI NI , , i , ■NI— •— — MM MMIM minim •-- —MI NIMI — MINI pifum�rap - —. ■MI _MI ■NI _MI —.. MINI ■—MINI MIN • ----------- •• - - - --M ___NIi_� __ � __ M —NI -- MINI- - - -a. 1MI- -MI 1MI —. ■MIS II MEM 15" P 1 I I SP WC 18 OVERALL PLYWOOD /TWT -1 3 P 1 P 1 TRIM TYP. TYP. f 12" 1 TYP., ALL SIDES FB 1 1 TYP., ALL SIDES 18 1 TRIM TYP. SP TYP., ALL SIDES 2 TYP. U.N.O. TYP., ALL SIDES 17 12 TYP. 12" 12" SP Scale: 1/4" = 1' -0" 1_311 OLD 2' -0" TYP. B TYP. 16 GAUGE, 4" METAL STRAP (TYP.); BEHIND GYP. BD. OR FB -1, COORDINATE WITH 1/A1 & WALL TYPE SCHEDULE TIP. S S CI- = a N r TYP., ALL SIDES 9 TYP. P 1 1' -8" STRAPPING ELEVATION 2 TYP. U.N.O. 2' -0" TYP, TYP., ALL SIDES 9 TYP. 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 11' -6" A.F.F. B.O. NEW BULKHEAD TYP. 14 13 P 4 NIMImm MI in a MI �: ∎ �° ����'� 6' -0" -- 6 Z �■.�MI- --- -Dm—■. -- ■ 1 ----- - -_■ —. 62 ----- - - -'M— .; 8 0 == =L - - - -NI. MINI SP 12 TYP. a L 12' -0" A.F.F. T.O. CROWN MOLDING /B.O. NEW GYP. BD. CLG. Scale: 1/4" = 1' -0" P 1 4 4+.+ + 4 +,X X+ ++ 4 4 X, TYP. \ \ TYP. COLUMN ELEVATION 12' -6" A.F.F. B.O. NEW GYP. BD. CLG. 8 / EQ. 2' -0" TYP, WC 1 EQ. i P 4 OPEN TO FITTING ROOM P 1 OPEN TO FITTING ROOM TYP WC 1 BACK WALL IN FITTING ROOMS, TYP. 19 TYP. WC P 1 B 1 INTERIOR ELEVATION Scale: 1/4" = 1' -0" GENERAL NOTES: KEY NOTES: • SEE SHEET IS1 FOR FINISH SCHEDULE. • G.C. TO TOUCH UP ALL SUPPLIED MILLWORK MATERIAL AFTER INSTALLATION. • RESTROOMS AND CORRIDOR (IF APPLICABLE) TO BE PAINTED P -1. • G.C. SHALL REFER TO FIXTURE HANDBOOK FOR FURTHER INFORMATION. • OUTLET COVERS ALONG WALLS COVERED WITH WC -1 TO BE BLACK; ALL OTHERS TO BE WHITE. 1. 'HABERDASHERY' PERIMETER FIXTURE SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. G.C. TO INSTALL WC -2 ON INSIDE OF FIXTURE. 2. 8' -0' TALL, BLACK POWDER COATED SURFACE MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS. 3. 8' -0' TALL, BLACK POWDER COATED RECESS MOUNTED STANDARDS W/ FACE -OUTS SUPPLIED OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. SEE SHEET Al FOR ADDITIONAL INFORMATION AND SEE ELEVATION 5/A3 FOR STRAPPING LOCATIONS, 4. FINIAL HEADER SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 5. TENANT CASHWRAP AND BACKWRAP SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 6. LCD MONITOR, DECORATIVE FRAME, & MOUNTING BRACKET FOR BEHIND CASHWRAP SUPPLIED BY OWNER'S A/V VENDOR (PRO- MOTION) AND INSTALLED BY G.C. SCREEN TO BE MOUNTED TO APPEAR AS IF SITTING ON TOP OF SHELF, 7. SHELVING ON WALL BEHIND CASHWRAP SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 8. EXIT SIGN CENTERED ABOVE DOOR. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 9, WALL MOUNTED EMERGENCY LIGHTING, MOUNTED TIGHT TO CEILING ABOVE. SEE SHEET A4 & ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 10. CUSTOM MIRROR SUPPLIED BY OWNER AND INSTALLED BY G.C. FIRE RETARDANT TREATED BLOCKING IN PARTITION BY G.C. COORDINATE LOCATION OF MIRROR & BLOCKING WITH ECKO. 11. KICKDOWN DOOR HOLDER (FINISH TO MATCH DOOR FRAME) SUPPLIED & INSTALLED BY OWNER'S VENDOR (API). 12. MUSIC SYSTEM. G.C. TO COORDINATE EXACT SPEAKER QUANTITY AND LOCATIONS WITH OWNER'S VENDOR. MOUNT SPEAKERS TIGHT TO CEILING ABOVE, 13. NEW STOREFRONT DISPLAY PLATFORM - SEE STOREFRONT SECTION 2/A7. 14. 8" NON- BEARING PRE - MANUFACTURED 1/2 COLUMN SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C., TYP. SEE STOREFRONT ELEVATION 1 /A5 FOR ADDITIONAL INFORMATION. 15. 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH) SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. 16. SENSORESENSE ALARM MODULE. OWNER'S VENDOR TO INSTALL OTHER ITEMS INSIDE BULKHEAD. 17. START POINT FOR FB -1 INSTALLATION. 18. 3/4" HALF ROUND (PAINT P -1) SUPPLIED AND INSTALLED BY G.C. 19. CAST IRON FLANGES & ROD (FOR CURTAIN) SUPPLIED & INSTALLED BY G.C. (TYP.), SEE DETAIL 6/A6. 20. CURTAINS & CLOSED STYLE CURTAIN HOOKS SUPPLIED BY OWNER & INSTALLED BY G.C. (TYP.). 21. 1' -8 "W X 9 "D X 1 "THK. SHELF AND BRACKET SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. SHELF TO BE CENTERED ON COLUMN. 22. TENANT ADDRESS: 4" HIGH LETTERS, ARIAL FONT, MOUNTED 18" ABOVE FINISH FLOOR 8" AWAY FROM EDGE OF GLASS; SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR. K /LEWED FOR _ r CODE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukw BUILDING DIMION A 23. G20020, 2 "X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES & INSTALLED BY G.C. (TYP.). RECEIVED CITY OF TUKWILA AUG 12 2008 PERMIT CENTER TIP. DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM 10 U w a a C O R T L A N D r:4 4= MO R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 ,c Co F; M fV X CO • O ri M M N C) 0 a J Y ce p d ° F ZZ W W U 00 M M INTERIOR ELEVATIONS SHEET NUMBER A3 REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 N Project Coordination By: August 05 , 2008 - 12:10 pm DRAWING NAME: � . �V� REFLECTED CEILING FIXTURE LEGEND SYMBOL TYPE MFR. PRODUCT ND. FINISH DESCRIPTION LAMPING MTG. METHOD MTG. HGT. VOLTS COMMENTS T# TRACK CON TECH LT-4-P, LT-6-P, LT-12 -P WHITE SURFACE MTD. TRACK --- SURFACE 12 120 LT = TRACK LENGTH, REFER TO ELECTRICAL DWGS. FOR TRACK LENGTHS; SURFACE MOUNTED; 1 CIRCUIT TRACK 9 A AMERLUX CYLT 20 MM E WT CA 120 NF WHITE ACCENT CDM20 /TM /830 TRACK - 12' 6" 120 AMERLUX CYLINDRIX TRACK MOUNTED, 20W MINI MASTERCOLOR MH ADJUSTABLE ACCENT LIGHT, ELECTRONIC BALLAST, 120V, NARROW FLOOD BEAM DISTRIBUTOR, WHITE TEXTURE FINISH Q Al AMERLUX CYLT 20 MM E WT CA 120 CL WHITE ACCENT CDM20 /TM /830 TRACK - 12' 6" 120 AMERLUX CYLINDRIX TRACK MOUNTED, 20W MINI MASTERCOLOR MH ADJUSTABLE ACCENT LIGHT, ELECTRONIC BALLAST, 120V, SPOT BEAM DISTRIBUTOR, WHITE TEXTURE FINISH 0 B AMERLUX E2.9RA- 20 -MM- 120 -NF WHITE ROUND ADJUSTABLE CDM20/T6/830 CEILING 12' -6" 120 AMERLUX EVOKE 2.9 ROUND 20W MINI COLORMASTER ADJUSTABLE DOWNLIGHT 0 D AMERLUX RA4 39 -T6 E SD C 120 CL CLEAR RECESSED STOREFRONT ACCENT CDM39JT6 /830 1 CLG. HGT. 120 AMERLUX ROUND RECESSED ADJUSTABLE, 39W T6 METAL HALIDE DOWN LIGHT, SPOT, SEMI - DIFFUSE CLEAR TRIM RECESSED i+% EEC ISI EEU U R W WHITE DUAL HEAD EMERGENCY SIGHT/ EXIT SIGN COMBO LED/ HALOGEN LAMPS INCLUDED WALL DOOR TRIM 6" ABOVE 120 DUAL HEAD EMERGENCY LIGHT /EXIT SIGN COMBO - 90 MINUTE BATTERY POWER, WHITE P_� EL ISI EE -1 WHITE DUAL HEAD EMERGENCY LIGHT LED/ HALOGEN LAMPS INCLUDED WALL TIGHT TO CLG. 120 DUAL HEAD EMERGENCY LIGHT 90 MINUTE BATTERY POWER, WHITE ® ES ISI PINN R SP SW UA 1 W WHITE EXIT SIGN LED (INTEGRAL) SURFACE /WALL SEE INTERIOR ELEVATIONS 120 ISI PINNACLE EDGE -LIT EXIT SIGN, SELF - POWERED 90 MINUTE BACKUP, CEILING RECESSED, UNIVERSAL ARROWS, 1 FACE, WHITE BACKGROUND F MERCURY MIE6- 232 DCT ELB 120V WHITE STRIP LIGHT (2)F32T8/730 CEILING 12'-6" 6 120 MERCURY 4' -0 ", 2 LAMP, 32W OCTRON T8 INDUSTRIAL FLUORESCENT WITH SYMMETRICAL REFLECTOR, ELECTRONIC BALLAST, 120V, WHITE 0 FL( #) FIXTURE BY REJUVENATION, BULB BY FERROWATT FIXTURE: AA9479 BRONZE W/ MAROON CORD (FL1 =36"L CORD, FL2 =30" CORD & FL3 =24" CORD); BULB: 1910N SQUIRRELCAGE FILAMENT BRONZE PENDANT FITTING ROOM LIGHT (1) 40 WATT BULB PER FIXTURE PENDANT VARIES, COORDINATE W/ CORD LENGTH 120 REJUVENATION 'BURNSIDE' CLASSIC CLOTH- COVERED CORD PENDANT LIGHT FIXTURE, BRONZE GILT CANOPY BASE, BRONZE SOCKET, MAROON CORD, 40 WATT FERROWATT #1910N SQUIRRELCAGE FILAMENT BULB 0 F2 SPECTRUM SP4VF132EI/4410SG C O C HRR OME RECESSED STOREFRONT ACCENT UFL- CF32 /TC /730 RECESSED 9' -0" 120 SPECTRUM 4" DIAMETER, 32W COMPACT FLUORESCENT DOWNLIGHT, SOFT GLOW REFLECTOR, 120V CI M -- -- CUSTOM SALES AREA CHANDELIER (4) 60 WATT (MAX,) INCANDESCENT LAMP PENDANT 9 B.O. FIXTURE 120 CUSTOM SALES AREA CHANDELIER LIGHT FIXTURE SUPPLIED BY OWNER & INSTALLED BY G.C. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION SP -- - BLACK SPEAKER - -- SURFACE /WALL TIGHT TO CLG. __ RECESSED CEILING MOUNTED SPEAKER SUPPLIED BY A/V VENDOR INSTALLED BY G.C. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. P„,. .,,,,.....,.... k IIIIIF IIIIF 101. W I 2' - 11111 111 n 2' 6" 0 FL2 FL10 0 I FL3 3' 0" p a I ES �, 3' -0" 4' -0" 6' -0" 6'_0'_ 9' -6" °Al °A1 1I aAl T4 ° Al Al 8' -0" 8' -0" 3.8 REFLECTED CEILING PLAN Scale: 1 /4" = 1' -0" 2' -8" OF HABERDASHERY FIXTURE & TRACK LIGHTING Q OF CASHWRAP & TRACK LIGHTING TYP. TYP. TYP, 1' -8" NOTE: ALL CEILINGS TO BE ONE -HOUR FIRE RATED ASSEMBLIES. GENERAL NOTES: • SEE MECHANICAL PLANS FOR SUPPLY & RETURN DIFFUSER LAYOUT. • REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. • OUTLETS AND OUTLET COVER PLATES TO BE PAINTED P =1. • ALL FIRE PROTECTION WORK TO BE PERFORMED BY LANDLORD APPROVED CONTRACTOR UNDER DIRECTION AND COORDINATION OF THE G.C. G.C. MUST SUPPLY ALL REQUIRED DRAWINGS AND PERMITS FOR A COMPLETE JOB. • REFER TO MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. • DIMENSIONS ARE TO THE CENTERLINE OF OBJECTS, UNLESS NOTED OTHERWISE. • TRACK, LIGHT FIXTURES & LAMPS SUPPLIED BY OWNER'S VENDOR AND INSTALLED BY G.C. • NO JUNCTION BOXES TO BE INSTALLED BELOW FINISHED CEILINGS /BULKHEADS IN SALES AREA. • EMERGENCY EGRESS LIGHTING SHALL COMPLY WITH EGRESS ILLUMINATION WHERE EMERGENCY PATHWAYS HAVE SUFFICIENT ILLUMINATION TO MEET THE 1 FOOT- CANDLE REQUIREMENT AT THE WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAYS. (IBC SECTION 1006 & 1025.8). • ANY GYP. BD. CEILING /BULKHEAD SYSTEM THAT INTERSECTS AN EXISTING EXPANSION JOINT SHALL BE BUILT ACCORDING TO DETAIL 1/A9. KEY NOTES: 1. NEW ONE -HOUR RATED 5/8" TYPE 'X' GYP. BD. CEILING IN SALES AREA AT 12' -6" A.F.F. PAINT P -3. G.C. TO SUPPLY & INSTALL THE SUSPENSION SYSTEM MANUFACTURED BY U.S.G. MAIN 'T' SPACING MAXIMUM OF 48" O.C., CROSS 'T' SPACING MAXIMUM OF 24" O.C., 12 GA. WIRE AT 4' -0" TO STRUCTURE ABOVE. SEE DETAIL 1 /A10. 2. NEW 2' X 4' ONE -HOUR RATED ACOUSTIC PANEL CEILING IN STOCK ROOM, EXIT CORRIDOR & ABOVE TOILET ROOMS AT 12' -6" A.F.F. BY G.C. ACP -1. SEE DETAIL 1/A10. 3. TRACK LIGHTS TO BE SURFACE MOUNTED ON GYP. BD. CEILING (TYP.), SEE DETAIL 5 /A10. 4. NEW TENANT BULKHEAD AT 11' -6" A.F.F. SEE STOREFRONT SECTIONS AND DETAILS FOR ADDITIONAL INFORMATION. 5. OWNER'S VENDOR SHALL INSTALL SECURITY SYSTEM CONTROL WITHIN BULKHEAD. 6. NEW 18 "X18" FLUSH METAL ACCESS PANEL SUPPLIED & INSTALLED BY G.C., PAINT P -5. COORDINATE LOCATION WITH SIGN VENDOR. 7. NEW 18 "X18" FLUSH METAL ACCESS PANEL SUPPLIED & INSTALLED BY G.C., PAINT P -4. COORDINATE LOCATION WITH SIGN VENDOR. 8. NEW EXIT SIGN TO BE WALL MOUNTED, SEE INTERIOR ELEVATIONS ON SHEET A3 9. NEW EMERGENCY LIGHTING SUPPLIED & INSTALLED BY G.C. (MOUNTED TIGHT TO CEILING). SEE SHEET A3 FOR ACTUAL LOCATION ON WALLS IN SALES AREA AND ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 10. NEW MUSIC SYSTEM. G.C. TO COORDINATE EXACT SPEAKER QUANTITY AND LOCATIONS WITH OWNER'S A/V VENDOR. 11. ARAKAWA GRAPHIC TRACK TO BE SURFACE MOUNTED ON BULKHEAD. ALL MATERIALS & HARDWARE SUPPLIED & INSTALLED BY G.C. SEE 2/A7 FOR ADDITIONAL INFORMATION. 12. LINE OF EXISTING MALL BULKHEAD TO REMAIN. 13. NEW CROWN MOLDING (CM -1), BLOCKING & TRIM SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. SEE DETAIL 3/A10. 14. LIGHT FIXTURE ' TYPE 'M' SHALL BE CENTERED WITHIN CROWN MOLDING. 15. EMERGENCY EGRES LIGHTING SHALL COMPLY WITH EGRESS ILLUMINATION WHERE EMERGENCY PATHWAYS HAVE SUFFICIENT ILLUMINATION TO MEET THE 1 FOOT- CANDLE REQUIREMENT AT THE WALKING SURFACE LEADING TO THE EXIT DISCHARGE DOORWAYS. (IBC SECTION 1006 & 1025.8). REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukwila RECEIVED CITY OF TUKWILA AUG 12 1008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM C O R T L A N D M O R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 a J Y p Q x. ce zz � u u � 00 I M M O REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 REFLECTED CEILING PLAN SHEET NUMBER A4 w z czi w 1- a H a SEAM IN GLASS \\ G20020, 2 "X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) b3 1 � r� POWDER COATED TO MATCH GLAZING FRAMES & INSTALLED BY G.C. (TYP.) 837 MOLDING PRE - FNINSHED (P -4) SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. (TYP.) SIGN BOX TO BE POWDER COAT WHITE (TYP.). SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR G.C. TO PAINT MDF P -5 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP, LOGO INTERIOR MOUNTED (CENTERED) ON GLAZING SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR, 1/2" TEMPERED GLASS SUPPLIED AND INSTALLED BY G.C. (TYP.) G.C. TO PAINT MDF P -5 3/4" X 3/4" CLEAR ANODIZED ALUMINUM VERTICAL REVEAL SUPPLIED & INSTALLED BY G.C. LEASE LINE NON- BARING 1/2 COLUMN (SUPPLIED BY OWNER'S VENDOR), PAINTED P -5 & INSTALLED BY G.C, (TYP.) MDF PLATFORM FOR DECORATIVE COLUMNS (SEE 3/A5 & 1/A8) SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED & PAINTED P -5 BY G.C. EXISTING NEUTRAL PIER TO REMAIN BASE B -4 (AND CAP) PRE - FINISHED & SUPPLIED BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 3/4" BRUSHED ALUMINUM REVEAL SUPPLIED & INSTALLED BY G.C. EX. NEUTRAL PIER A5 1b 3" Q: Scale: 1 /2" = 1' -0" I/ 14 4 4' -11" OUTSIDE OF TRIM STOREFRONT ELEVATION 3' -84 rAL _ j 1 Scale: 1 /2" = 1' -0" 5 -04 ENLARGED STOREFRONT PLAN GYP. BD. ON BUILD -OUT TO ALIGN W /MDF ON PLATFORM (TYP.) - SEE SECTION 1 /A8 EXISTING MALL COLUMN TO REMAIN STOREFRONT ENTRY DOORS & FRAMING (BRONZE FINISH), — SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. 8' -2" OUTSIDE OF TRIM MARe Cui cam 0 7' -4" OPENING 30' -0" G20020, 2 "X2" METAL GLAZING CLIP SUPPLIED BY OWNER'S VENDOR (API) POWDER COATED TO MATCH GLAZING FRAMES & INSTALLED BY G.C. (TYP.) LEASE LINE LINE OF BASE ON STOREFRONT, SE 1/A5 (TYP.) 6' -4" CUSTOM DOOR HANDLES SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. 30' -0" LEASE LIMITS GYP. BD. ON BUILD -OUT TO ALIGN W /MDF ON PLATFORM (TYP.) - SEE SECTION 1 /A8 LEASE LIMITS 1 - 64 SECOND LEVEL FLOOR PUSH -THRU ACRYLIC LETTER SIGNAGE STOREFRONT SIGN BY SIGN VENDOR, SEE SIGN SHOP DRAWINGS LOGO SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR (TYP.) 10' -8" OUTSIDE OF TRIM 9 ' 9 1.. 2 NOTE: * DENOTES THAT THE STOREFRONT BASE DIMENSIONS ARE TO THE OUTSIDE FACE OF THE BOTTOM GLAZING CHANNEL. G.C. TO FRAME OUT FOR SIGN BOX, COORDINATE WITH SIGN VENDOR / (TYP. OF 3) GYP. BD. ON BUILD -OUT TO ALIGN W /MDF ON PLATFORM (TYP.) - SEE SECTION 1/A8 1 311 2 -04 EX, NEUTRAL PIER EXISTING MALL BULKHEAD TO REMAIN 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP. 1/2" TEMPERED GLASS SUPPLIED AND INSTALLED BY G.C. (TYP.) EXISTING NEUTRAL PIER TO REMAIN LEASE LINE 3/4" X 3/4" CLEAR ANODIZED ALUMINUM VERTICAL REVEAL SUPPLIED & INSTALLED BY G.C. TENANT ADDRESS: 4" HIGH LETTERS, ARIAL FONT, MOUNTED 18" ABOVE FINISH FLOOR 8" AWAY FROM EDGE OF GLASS; SUPPLIED & INSTALLED BY OWNER'S SIGN VENDOR REVIEWED FOR CODE COMPLIANCE APPROVED AUG 18 2008 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKVVILA AUG 12 2008 PERMIT CENTER DATE: JOB NO: DRAWN: CHECKED: 07/03/08 08233 STAFF CM -C 0 R T LAN D MO R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 „in U v on crt fi E >_ to J w U.] 0 1 fl_ 14 z ce t><1 z z y a w w L., 0 . .. Q ; o 0 Z M M REVISIONS 1. LANDLORD REVISIONS - 07/10/08 2. BID CLARIFICATIONS & BUILDING DIVISION REVISIONS - 08/05/08 STOREFRONT ELEVATION & ENLARGED PLAN SHEET NUMBER A5 v c 0 a 00 00 00 0' a -J H w I- F- ozi a 0 a Project Coordination By: August 05 , 2008 - 11:58 am DRAWING NAME: GLAZING OPENING Fax: 412.371.1586 TOILET ROOM COMPONENT SCHEDULE MARK ITEM MODEL # EXIST. TO REMAIN NEW RELOCATE EXISTING NOTES A TOILET SEE MECHANICAL SHEETS __ 1 -- -- TOILET SEAT SEE MECHANICAL SHEETS __ 1 -- -- B SINK SEE MECHANICAL SHEETS -- 1 -- -- C LEVER HANDLE FAUCET SEE MECHANICAL SHEETS -- 1 D PIPE WRAP SEE MECHANICAL SHEETS -- 1 -- -- E GRAB BARS (SET) BOBRICK (1) B- 5806x36, (1) B- 5806x42, & (1) B- 5806x18 1 F MIRROR BOBRICK B- 290 -1836 -- 1 -- -- G PAPER TOWEL DISPENSER gOBRICK B -262 -- 1 H TP HOLDER BOBRICK B -2730 __ 1 -- -- SERVICE SINK SEE MECHANICAL SHEETS -- -- -- -- K WATER COOLER SEE MECH. /ELEC. SHEETS -- -- -- -- L SHELVES (SET) ON (2) SURFACE MOUNTED STANDARDS -- 1 -- "- M WALL ORGANIZER CRAWFORD SMART RACK STORAGE ORGANIZER - SR16 1 -- - N WATER HEATER SEE MECHANICAL SHEETS __ -- -- -- INSTA -HOT SEE MECHANICAL SHEETS -- 1 -- SEE MECHANICAL PLANS EXHAUST FAN SEE MECH. /ELEC. SHEETS __ 1 -- SEE MECHANICAL PLANS FLOOR DRAIN SEE MECHANICAL SHEETS __ 1 -- -- CUSTOM ACCESSIBLE FITTING ROOM BENCH (AND WALL ATTACHMENT CLEATS) SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. ri 1' -0" —I A 3' -6" B z C 0 I r- tt� = 1� 4' -0" A6 / Scale: 1/2" = 1' -0" WALL AS SCHEDULED. SEE SHEET Al FOR MORE INFORMATION PLAN � 9' -0" NOTES: -SEE DETAIL 2/A6 FOR FIXTURE AND EQUIPMENT MOUNTING HEIGHTS. TOILET ROOM CLEARANCE PLAN Scale: 1" = 1' -0" Co 'O WALL AS SCHEDULED. SEE SHEET Al CUSTOM ACCESSIBLE FITTING ROOM BENCH (AND WALL ATTACHMENT CLEATS) SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. 4'.0" ACCESSIBLE BENCH ELEVATION ACCESSIBLE BENCH DETAILS RETURN SV -1 FLOORING 6" UP WALLS (TYP.) 3 TYP. 1 TYP. ALL WALLS P 2 DOOR & TRIM - FRP 1 TYP. ALL WALLS i a / / / TOILET ROOM ELEVATIONS A6 / Scale: 1/2" = 1' -0" 12' -6" A.F.F. B.O. NEW GYP. BD, CLG, CUSTOM ACCESSIBLE FITTING ROOM BENCH SUPPLIED & INSTALLED BY OWNER'S VENDOR A L 12' -6" A.F.F._ B.O. NEW GYP. BD. CLG. 2' - 0" 8 ACCESSIBLE BENCH B TYP. WALL AS SCHEDULED. SEE SHEET Al FIRE RETARDANT TREATED WOOD MOUNTING CLEATS SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C., VERIFY EXACT LOCATION WITH OWNER'S VENDOR SECTION B A STANDARD FITTING ROOM ELEVATIONS Scale: 1/4" = 1' -0" E 3' -0" E A6 l Scale: 1/4" = 1' -0" V W m W • / 1' -3" P B TYP. z o't ADA FITTING ROOM ELEVATIONS z I _ J 2' -0" 6 ' MAX. / MIN / 17" MIN. LAVATORY KNEE SPACE CLEARANCE G ro E C \ \ Scale: N.T.S. 4' -0" 3' -6" 1' -6" I. H 39" min. - 41" max. 3' -0" max, H 1' -0" B TYP. 1 " 9 o- 0 4' -0" ro E / 1 1 -6" / w 1tti M E M \ \ \ FITTING ROOM CURTAIN DETAIL " 0 II II 1' -6" END OF WALL 7 0 a� 3' -0" r NOTE: ANY OTHER ADDITIONAL FITTINGS REQUIRED ARE TO BE 'BLACK IRON' TYPE & SUPPLIED & INSTALLED BY G.C. (TYP.) 1 -1/4" BLACK IRON PIPE SUPPLIED & INSTALLED BY G.C. (TYP.) FITTING ROOM KEY NOTES: 1. CAST IRON FLANGES & ROD (FOR CURTAIN) SUPPLIED & INSTALLED BY G.C. (TYP.). SEE DETAIL 6/A6. 2. CURTAINS & CLOSED STYLE CURTAIN HOOKS SUPPLIED BY OWNER & INSTALLED BY G.C. (TYP.). 3. STANDARD FITTING ROOM BENCH SUPPLIED BY FIXTURE CONTRACTOR & INSTALLED BY G.C. 4, ADA FITTING ROOM BENCH SUPPLIED BY FIXTURE CONTRACTOR & INSTALLED BY G.C., SEE DETAIL 5/A6 FOR ADDITIONAL INFORMATION. 5. BACK -LIT FITTING ROOM MIRROR SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. 6. LOCATION OF JUNCTION BOX IN WALL BEHIND MIRROR SUPPLIED & INSTALLED BY G.C. - COORDINATE W/ OWNER'S VENDOR (VDI). 7. CLOTHES HOOK SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) MTD. ON 1X4 BOARD SUPPLIED, STANED ST -1, & INSTALLED BY G.C. 8. WALL TYPE 'B1', SEE 1 /Al. 9. WALL TYPE 'F', SEE 1 /Al. REV EwED FOR CODE COMPLIANCE • AUG 1 8 2008 City Of Tukwila — BUD DING D!VISIOI1J. -: 1 -1/4" BLACK IRON FLANGE SUPPLIED & INSTALLED BY G.C. (TYP.) RECEIVED CITY OF TUKWILA JUL 18 Mid PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM CORTLAND MO R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS SHEET NUMBER A6 0 rl 1. LANDLORD REVISIONS - 07/10/08 a J � C7d Z w U F- 0 0 v, M M TOILET ROOM & & FITTING ROOM DETAILS rn M N 00 0 0 N 0 1 EXISTING DECK G.C. TO SUPPLY & INSTALL 20 GAUGE 6" MTL. STUDS @ 16" O.C. - FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #8 -18 SCREWS (TYP.) MOLDING PRE - FININSHED (P -4) & SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. (TYP.) G.C. TO SUPPLY "J" BOX FOR STOREFRONT SIGN CONNECTION, COORDINATE W/ SIGN VENDOR STOREFRONT SIGNAGE SUPPLIED & INSTALLED BY SIGN VENDOR (BARON), COORDINATE WITH G.C. G.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY) 17' -6" A.F.F. EXISTING DECK G.C. TO SUPPLY & INSTALL 20 GAUGE 3 -5/8" MTL. STUDS @ 16" O.C. AND DIAGONAL BRACING AS EQUIRED- FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #8 -18 SCREWS (TYP,) G.C. TO SUPPLY & INSTALL 5/8" GYP. BD. CEILING & SUSPENSION SYSTEM (SEE DETAIL 1/A10), PAINT P -3 G.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY) STOREFRONT ENTRY DOORS & FRAMING (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C. BUILD -OUT BEYOND (SEE DETAIL 2/A11), PAINT P -5 G.C. TO FURNISH & INSTALL 5/8" TYPE 'X' GYP. BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXISTING PATCH AND REPAIR IF GYP. BD. IS EXISTING TO MAINTAIN A SMOKE BARRIER (TYP.) BASE B -4 ON MDF BUILD -OUT Scale: 3/4" = 1' -0" NOTE: G.C. TO SUPPLY & INSTALL ALL FRAMING, SCREWS, ETC. FOR STOREFRONT CONSTRUCTION (TYP., U.N.O.) EXISTING STEEL BEAM, TYP. STOREFRONT SECTION 9 „ SECOND LEVEL FLOOR EXTG. MALL BULKHEAD TO REMAIN, G.C. TO PATCH & REPAIR TO MATCH EX. IF DAMAGED DURING CONSTRUCTION EXISTING POP -OUT LEASE LINE G.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL, STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY), ALIGN FLUSH W/ EX. MALL BULKHEAD FIRE RETARDANT BLOCKING BY G.C. (TYP.), COORDINATE W/ SIGN VENDOR TYPE 'F2' LIGHT FIXTURE, SEE SHEET A4 FACE OF NEUTRAL PIER BEYOND NON- BARING 1/2 COLUMN (SUPPLIED BY OWNER'S VENDOR VDI), PAINTED P -5 & INSTALLED BY G.C. (TYP,) BASE B -4 ON PLATFORM FOR DECORATIVE COLUMNS, SEE DETAIL 2/A8 FIN. FLOOR @ MALL AREA %% o % % % % % % _I_.e__��� � �.IMIN G.C. TO SUPPLY & INSTALL 20 GAUGE 3 -5/8" MTL. STUDS @ 16" O.C. AND DIAGONAL BRACING AS REQUIRED- FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #8 -18 SCREWS (TYP.) G.C. TO SUPPLY & INSTALL 5/8" GYP. BD. CEILING & SUSPENSION SYSTEM (SEE DETAIL 1/A10), PAINT P -3 G.C. TO FURNISH & INSTALL 5/8" TYPE 'X' GYP, BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXISTING PATCH AND REPAIR IF GYP. BD, IS EXISTING TO MAINTAIN A SMOKE BARRIER (TYP.) TYPE 'D' LIGHT FIXTURE, SEE SHEET A4 11' -6" A.F.F. NEW BULKHEAD i EXISTING STEEL BEAM, TYP. G.C. TO SUPPLY & INSTALL 20 GAUGE 6" MTL, STUDS @ 16" O.C. - FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #8 -18 SCREWS (TYP.) o o r EXISTING DECK SECOND LEVEL FLOOR 5/8" MDF (TO ALIGN WITH BUILD -OUT BEYOND ON ANGLE_ PORTION OF STOREFRONT), PAINT P -1 BASE (B -1), SUPPLIED & INSTALLED BY G.C. ARAKAWA HANGING SYSTEM SUPPLIED & INSTALLED BY G.C., SEE DETAIL 4/A11 FOR ADDITIONAL INFORMATION G.C. TO SUPPLY & INSTALL 5/8" GYP. BD. ON MTL. STUDS, PAINT P -4 (INSIDE DISPLAY ZONE ONLY) DISPLAY ARTWORK SUPPLIED BY OWNER & INSTALLED BY G.C. (TYP.) BUILD -OUT BEYOND (SEE DETAIL 3/A11), PAINT P -4 (INSIDE DISPLAY ZONE ONLY) NOTE: G.C. TO SUPPLY & INSTALL ALL FRAMING, SCREWS, ETC. FOR STOREFRONT CONSTRUCTION (TYP., U.N.O.) Scale: 3/4" = 1' -0" WD -2 FLOORING, SUPPLIED BY OWNER'S VENDOR (ASI) & INSTALLED BY G.C. STOREFRONT SECTION 20 GAUGE, 3 -5/8" METAL STUDS SUPPLIED & INSTALLED BY G.C. (TYP.) Scale: 3" = 1' -0" 3' -0" WIMIMIMfft 1' - 8" 1/2" FIRE RETARDANT TREATED PLYWOOD SUPPLIED & INSTALLED BY G.C. EXTG. MALL BULKHEAD TO REMAIN, G.C. TO PATCH & REPAIR TO MATCH EX. IF DAMAGED DURING CONSTRUCTION EXISTING POP -OUT LEASE LINE STOREFRONT PLATFORM DETAIL G.C. TO SUPPLY & INSTALL 5/8" GYP. BD. ON MTL. STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY), ALIGN FLUSH W/ EX. MALL BULKHEAD FIRE RETARDANT BLOCKING BY G.C. (TYP.), COORDINATE W/ SIGN VENDOR MOLDING PRE - FININSHED (P -4) & SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. (TYP.) G.C. TO SUPPLY "3" BOX FOR STOREFRONT SIGN CONNECTION, COORDINATE W/ SIGN VENDOR STOREFRONT SIGNAGE SUPPLIED & INSTALLED BY SIGN VENDOR (BARON), COORDINATE WITH G.C. G,C, TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY) FACE OF NEUTRAL PIER BEYOND 1/2" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SUPPLIED & INSTALLED BY G.C. 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP. BASE & BASE CAP (FINISHED P -5 BY G.C.), SEE DETAIL 2/A8 FIN. FLOOR @ MALL AREA FACE OF NEUTRAL PIER BEYOND 1/2" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SUPPLIED & INSTALLED BY G.C. 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP. 3. 4), POP -OUT LEASE LINE 1' -8" 1' -34" WHITE SEALANT (ON EXTERIOR SIDE ONLY) SUPPLIED & INSTALLED BY G.C. (TYP.) BASE & BASE CAP (FINISHED P -5 BY G.C.), SEE DETAIL 2/A8 RECEIVED CITY OF TUKWILA JUL 18'ZOOS PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM C O R T L A N D CNA\ M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 • a >_ ig , :t oxii _1 _.1 ce 1a Li.] Li w % c:e ce 4><1 z z ft)0 a U U u..1 1.61 = Q � , O O Z v) v) M M U v v J HT' AND P�,1 fE OF iaiSi ;i :) REVISIONS 1. LANDLORD REVISIONS - 07/10/08 STOREFRONT SECTIONS SHEET NUMBER A7 00 00 00 Q :=:: F- rn Co 0 a) U w r M N Co ii E 0 N. M N ,-7 w 0 N w I- od W CD G.C. TO SUPPLY & INSTALL 5/8" GYP. BD, ON MTL. STUDS, PAINT P -1 BASE (B -1), SUPPLIED & INSTALLED BY G.C. NOTE: G.C. TO SUPPLY & INSTALL ALL FRAMING, SCREWS, ETC. FOR STOREFRONT CONSTRUCTION (TYP., U.N,O.) G.C. TO SUPPLY & INSTALL 20 GAUGE 3 -5/8" MTL. STUDS © 16" O.C. AND DIAGONAL BRACING AS REQUIRED- FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #8 -18 SCREWS (TYP.) 12' -6" A.F.F. NEW CLG. HGT. G.C. TO SUPPLY & INSTALL 5/8" GYP. BD. CEILING & SUSPENSION SYSTEM (SEE DETAIL 1/A10), PAINT P -3 G.C. TO FURNISH & INSTALL 5/8" TYPE 'X' GYP. BD. ON BACK OF MALL BULKHEAD FRAMING IF NOT EXISTING PATCH AND REPAIR IF GYP. BD. IS EXISTING TO MAINTAIN A SMOKE BARRIER (T(P.) EXISTING STEEL BEAM, TYP. + + 6" a SECOND LEVEL FLOOR EXTG. MALL BULKHEAD TO REMAIN, G,C. TO PATCH & REPAIR TO MATCH EX. IF DAMAGED DURING CONSTRUCTION EXISTING POP -OUT LEASE LINE G.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY), ALIGN FLUSH W/ EX, MALL BULKHEAD FIRE RETARDANT BLOCKING BY G.C. (TYP.), COORDINATE W/ SIGN VENDOR MOLDING PRE - FININSHED (P -4) & SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. (TYP.) G.C. TO SUPPLY "J" BOX FOR STOREFRONT SIGN CONNECTION, COORDINATE W/ SIGN VENDOR STOREFRONT SIGNAGE SUPPLIED & INSTALLED BY SIGN VENDOR (BARON), COORDINATE WITH G.C. C.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY) \- 17' -6" A.F.F. WW�� M I r ��� r I I I h &> EXISTING DECK EXISTING DECK G.C. TO SUPPLY & INSTALL 20 GAUGE 6" MTL. STUDS @ 16" O.C. - FASTEN TO MTL. STUDS W/ 1/2" PAN HEAD #8 -18 SCREWS (TYP.) U ���7 iii —• ,II I++ I++ , 4 2 1'-4" FACE OF NEUTRAL PIER BEYOND NON- BARING 1/2 COLUMN (SUPPLIED BY OWNER'S VENDOR VDI), PAINTED P -5 & INSTALLED BY G.C. (TYP.) G.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS. PAINT P -5 PLATFORM FOR DECORATIVE COLUMNS SUPPLIED BY OWNER'S VEDOR (VDI), INSTALLED & PAINTED P -5 BY G.C. BASE B -4 ON PLATFORM FOR DECORATIVE COLUMNS, SEE DETAIL 2/A8 FIN. FLOOR @ MALL AREA STOREFRONT SECTION Scale: 3/4" = 1' -0" \\ \\\\\\\\\\\\\\\\\\\\\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ 41/ AO FIRE RETARDANT TREATED WOOD BLOCKING BEHIND EACH COLUMN LOCATION, SUPPLIED & INSTALLED BY G.C. (TYP.) WOOD FASTENERS SUPPLIED & INSTALLED BY G.C. (TYP.) G.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS. PAINT P -5 DRILL AND COUNTERSINK HOLE SCREW. FILL AND FINSH AFTER COLUMN IS MOUNTED NON- BARING 1/2 COLUMN (SUPPLIED BY OWNER'S VENDOR), PAINTED P -5 & INSTALLED BY G.C. (TYP.) WOOD MOLDING (B -5) TO CONCEAL FASTENERS, SUPPLIED BY OWNER'S VENDOR, PAINTED P -5 & INSTALLED BY G.C. STEEL BASE TO BE FASTENED TO STOREFRONT BY G.C. 14 GAUGE STEEL BASE (B -4) W/ SOLID FIRE RETARDANT WOOD CORE, POWDERCOAT WHITE (TO MATCH P -5) SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. STOREFRONT CONSTRUCTION, SEE 1/A5 BEAD OF CONSTRUCTION ADHESIVE TO BE APPLIED TO CORNER, SUPPLIED BY OWNER'S VENDOR & INSTALLED BY G.C. COLUMN ATTACHMENT DETAIL Scale: 6" = 1' -0" AS / Scale: 6" = Mi \ \ 00 ■ STOREFRONT BASE DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 18 2008 City Of Tukw MALL FLOORING, G.C. TO INFILL W/ MALL TILE FROM LEASE LINE TO STOREFRONT BASE, COORDINATE W/ MALL MANAGEMENT RECEIVED CITY OF TUKWILA JUL` 18 ZOOS PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM C O R T L A N D MO R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 8897 REVISIONS SHEET NUMBER A8 0 0 CORTLAND MORGAN STATE OF WASI;'; '")/(tt 1. LANDLORD REVISIONS - 07/10/08 STOREFRONT SECTIONS & DETAILS BALCO 75FWG -2 INTERIOR WALL OR CEILING SYSTEM MILL FINISH ALUMINUM BASE, APPROXIMATELY 25% MOVEMENT. 5/8" GYP. BD. G.C. TO TAPE/ FEATHER IN FIELD. THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYP. BD.: 5/8" THK., 4' -0" WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CLG, TRACK WITH 1" LONG, TYPE 'S' STEEL SCREWS SPACED 8" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD OF THE BOARD, JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. PLAN SECTION 1 - 0" VERTICAL SECTION WALL TYPE 'D3' Scale: 3" = Scale: 1' -0" = 1' -0" • v . Scale: 3" = 1-0" 1/2" M,R. GYP. BD. 1 1/2" 4 1/4" LINE OF EX. DEMISING WALL -SEE 1/A1 3/4" FURRING CHANNELS @ 12" O.C. 1/2" M.R. GYP. BD. LINE OF EX. DEMISING WALL -SEE SHEET Al 3/4" FURRING CHANNELS @ 12" O,C. 1a" SCREWS @ 20" O.C. SEE WALL TYPES FOR STUD TYPE(S) & SIZE(S) METAL TRIM 75104G. FILLER PIECE, CSQWI. COLOR TO BE WHITE. SECTION @ EXPANSION JOINT NOTE: FIRE RATING OF WALL ASSEMBLY IS NOT REQUIRED TO EXTEND ABOVE TENANT CEILING. GYP, BD. TO BE HELD MIN. 6" CLEAR BELOW UNDERSIDE OF DECK ABOVE TO ACCOMODATE TENANT HVAC RETURN AIR SYSTEM. PERPENDICULAR TO FLUTE PARALLEL TO FLUTE EXISTING METAL DECK 6 "x20 GA. CONT. DEFLECTION TRACK 1" GAP FOR DEFLECTION 6 "x20 GA. CONT. UNPUNCHED TRACK 5/8" TYPE 'X' GYP. BD. BOTH SIDES (TYP). CONT. 16 GA. STEEL PLATE TO SPAN FLUTES EXISTING METAL DECK 6 "x20 GA. CONT. DEFLECTION TRACK 1" GAP FOR DEFLECTION 6 "x20 GA. METAL STUDS @ 16" O.C, (TYP.) ov . TYPICAL 1 -HR RATED PARTITION U.L. DESIGN NO. U465 A9 UNDERSIDE OF TOILET ROOM PLATFORM - SEE DETAIL 5/A10 OR 6 /A10 1/2" M.R. GYP. BD. v • ONE -HOUR FIRE RATED CEILING, SEE 1 /A4 5/8" TYPE 'X' GYP. BD. - BOTH SIDES (TYP.) WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE(S) 6 ", 20 GA. CONT. UNPUNCHED TRACK PAINTABLE FIRE STOP SEALANT (BOTH SIDES) CONC. SLAB 7/32" SHANK DIA. RAMSET @ 16" O.C. 1 -3/8" PENETRATION WALL TYPE 'D6' Scale: 3" = 1' -0" 6 ", 16 GA. CONT. UNPUNCHED TRACK — 7/32" SHANK DIA. RAMSET ,@ 16" O.C. 1 -3/8" PENETRATION D q D 3 -5/8 "x20 GA. CONT. DEFLECTION TRACK 1" GAP FOR DEFLECTION 3 -5/8 "x20 GA. CONT. UNPUNCHED TRACK 5/8" TYPE 'X' GYP. BD. BOTH SIDES (TYP). CONT. 16 GA. STEEL PLATE TO SPAN FLUTES 3 -5/8 "x20 GA. CONT. DEFLECTION TRACK 3 -5/8 "x20 GA. METAL STUDS @ 16" O.C. (TYP.) /OILET ROOM v • 6 ", 16 GA. METAL STUDS PLUMBING CHASE @ 12" O.C. t i ) N A9 q • • D WALL TYPE '131' Scale: 3" = 1' -0" q D . q D 'D Scale: 3" = 1' -0" WALL TYPE 'F' •v ONE -HOUR FIRE RATED CEILING, SEE 1/A4 5/8" TYPE 'X' GYP. BD. - BOTH SIDES (TYP.) WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE(S) 3 -5/8 ", 20 GA. CONT. UNPUNCHED TRACK. CONC. SLAB 7/32" SHANK DIA. RAMSET @ 16" O.C. 1 -3/8" PENETRATION CEILING, SEE REFLECTED CEILING PLAN 3 -5/8 ", 20 GA. CONT. UNPUNCHED TRACK 5/8" GYP. BD. - BOTH SIDES (TYP.) WALL FINISH, SEE PLANS, ELEVATIONS, SCHEDULE(S) 3 -5/8 ", 20 GA. CONT. UNPUNCHED TRACK CONC. SLAB .' 7/32" SHANK DIA. RAMSET @ 16" O.C, 1 -3/8" PENETRATION 4 d, d 4" TALL 16 GAUGE METAL STRAPS ON FACE OF GYP. BD. SUPPLIED & INSTALLED BY G.C., SEE ELEVATION 5/A3 FOR STRAP LOCATIONS d ° ADJACENT TENANT PLAN SECTION VERTICAL SECTION ° MARCECKO CUT & SEW Hf�H�9H WHHHWHHH HH G d FIBER CEMENT BRICK PANEL SYSTEM, FB -1 SUPPLIED AND INSTALLED BY G.C. NICHIHA CLIP SYSTEM TO ANCHOR FB-1 PANELS TO WALL FURRING. INSTALL PER MANUFACTURERS SPECS. CEILING, SEE REFLECTED CEILING PLAN WOOD CROWN MOLDING (CM -1) SUPPLIED & PRESTAINED ST -2 BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. FIRE RETARDANT WOOD BLOCKING SUPPLIED (& PRE - ATTACHED TO MOLDING) BY OWNER'S VENDOR (VDI) 11' -0" TO CTR, OF 4" METAL STRAP FOR CROWN MOLDING (TYP.) FIBER CEMENT BRICK PANEL SYSTEM (FB -1) SUPPLIED AND INSTALLED BY G.C. NICHIHA CLIP SYSTEM TO ANCHOR FB -1 PANELS TO WALL FURRING. G.C. TO CORDINATE WALL STRAPPING LOCATIONS IN FIELD 4" TALL 16 GAUGE METAL STRAPS ON FACE OF GYP. BD. SUPPLIED & INSTALLED BY G.C., VERIFY STRAPPING LOCATIONS FOR SHELVING & WALL STANDARDS WITH SHEET A3 & W/ FB -1 CLIP SYSTEM PRIOR TO WALL CONSTRUCTION lX FIRE RETARDANT WOOD BLOCKING SUPPLIED AND INSTALLED BY G.C. 1 "x 4" CHAMFERED BASE B -1 WOOD FLOORING AS SCHEDULED W/ EXISTING CONC. SLAB BELOW d ' •Qd 4 4 .° d VERTICAL SECTION WALL TYPE 'J' Scale:a3° = 1' -0" 'i.Itrj )FO CODE COMPLIANCE L L__ •a (zj'3 1 8 2008 MARC ECKO CUT & SEW PLAN SECTION 4 a d ty Of Tukwila e...DING DIVISION 2" . q 7/32" SHANK DIA. RAMSET .@ 16" O.C. 1 -3/8" PENETRATION o� u, U U.) U 4 Z 5 U 2 -0" TYP. PLAN SECTION 5/8" GYP. BD. (TYP.), SEE INTERIOR ELEVATIONS FOR FINISHES 1 8 ", 20 GA. METAL STUDS COLUMN WRAP DETAIL Scale:1" = 1' -0" 3/4" HALF ROUND (PAINT P -1) SUPPLIED AND INSTALLED BY G.C., SEE 6/A3 FOR ADDITIONAL INFORMATION LINE OF PARTITION BEYOND, SEE 1 /Al LINE OF PARTITION BEYOND, SEE 1/A1 WOOD CROWN MOLDING (CM -1) SUPPLIED & PRESTAINED ST -2 BY OWNER'S VENDOR (VDI) AND INSTALLED BY G,C, FIRE RETARDANT WOOD BLOCKING SUPPLIED (& PRE - ATTACHED TO MOLDING) BY OWNER'S VENDOR (VDI) 11' -1" TO CTR. OF 4" METAL STRAP FOR CROWN MOLDING (TYP.) 3/4" HALF ROUND (PAINT P -1) SUPPLIED AND INSTALLED BY G.C., SEE 6/A3 FOR ADDITIONAL INFORMATION 5/8" GYP. BD. (TYP.), PAINT P -1 8 ", 20 GA. METAL STUDS SUPPLIED & INSTALLED BY G.C. 8 ", 20 GA. CONT. UNPUNCHED TRACK 1 "x 4" CHAMFERED BASE B -1 WOOD FLOORING AS SCHEDULED W/ EXISTING CONC. SLAB BELOW d, WOOD BASE; B -1, TYP. @ COLUMN WRAP SHELVING, SEE PLAN 1 /A2 & ELEVATION 6/A3 d' 4" TALL 16 GAUGE METAL STRAPS BEHIND GYP, BD. SUPPLIED & INSTALLED BY G.C., SEE ELEVATION 6/A3 FOR SHELVING HEIGHTS ONE -HOUR FIRE RATED 5/8" TYPE 'X' GYP. BD. COLUMN WRAP TO DECK ABOVE [1 4 START WALL COVERING HERE WIDTH DIM, AS PER EXTG. STRUCTURAL COLUMN. G.C. TO HOLD FRAMING AS TIGHT TO COLUMN AS POSSIBLE (24" MIN. (V.I.F.)) RECEIVED EXISTING STRUCTURAL COLU MI41T'Y OF TUKWILA JUL 18 /008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM CIMIA - -C 0 R T LAN D MO R G A N ARCHITECT U W a 4t 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U IA' Li on ro = 2 r 6 V •1-4 E al 1-1 8897 CORTLAND MM1r !7 ;1; SL TE OF WASTiii'>ICiON REVISIONS ai 0 0 CL a J � CO p lg. LIRU O� Q Z ww Q U 00 r— M M 7 1. LANDLORD REVISIONS - 07/10/08 PARTITION DETAILS SHEET NUMBER A9 W I- z to n. -1 ri rl rl r rl rl r1 I— rl rl rl rl STRUCTURAL STEEL 4 SUSPENSION SYSTEM BY U.S.G. - MAIN 'T SPACING MAXIMUM OF 48" O.C., CROSS 'T' SPACING MAXIMUM OF 24" O.C. EXISTING MALL DECK 12 GAUGE WIRE HANGER FOR T -BAR INSTALLATION (TYP.) COMPRESSION STRUT REQUIRED AS A PART OF LATERAL FORCE BRACING NEW GYP. BD. CEILING, PAINT P -3 ALSO SEE 5/A4 & 6/A4. WOOD CROWN MOLDING (CM -1) SUPPLIED & PRESTAINED ST -1 BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. COMPRESSION STRUT WITH 1/2" DIA, THRU T TOP & BOTTOM TYP. TRUCT. PLANS FOR DDITIONAL INFO CEILING AND SUSPENSION SYSTEM TO BE INSTALLED ACCORDING TO THE MANUFACTURER'S DIRECTIONS. SEE STRUCTURAL PLANS FOR ADDITIONAL INFORMATION. UNDERSIDE OF EXISTING METAL DECK ABOVE. 1 TYPICAL CEILING SYSTEM ■10 Scale: 3/4" = 1' -0" NOTES: A10 Scale: 1" = 1' -0" FIRE RETARDANT WOOD BLOCKING SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. (TYP.) FINISH NAILS SUPPLIED & INSTALLED BY G.C. (TYP.) Scale: 3" = 1' -0" 6' -0" MAX FIRST POINT OF LATERAL FORCE BRACING 3 CEILING MOLDING DETAIL I.C.B.O.# ER -1994 12 GAUGE SPLAY WIRES 45° MAX. FROM EXISTING STRUCTURE TO SUSPENSION SYSTEM. SEE STRUCT. PLANS FOR ADDITIONAL INFO 5/8" TYPE 'X' GYP. BD. (OR ONE -HOUR RATED ACP -1) ON SUSPENSION SYSTEM BY USG. SEE PLAN FOR CEILING TYPE LOCATIONS, SEE ALSO - DETAIL 2/A10 1 2" CHANNEL, 4' -0" O.C. MAX., 5' -0" MAX. SPAN, SEE DETAIL 4/A10 FOUR WAY SPLAY BRACE WIRES AT HORIZONTAL RESTRAINT POINTS NOT MORE THAN 12 FEET ON CENTERS IN BOTH DIRECTIONS ADJACENT PARTITION 2. FIXTURES SHALL NOT BE SUPPORTED FROM MAIN RUNNERS OR CROSS RUNNERS. FIXTURES SHALL BE INDEPENDENTLY SUPPORTED. SUSPENDED CEILING SEISMIC DETAIL NEW GYP. BD. CEILING, PAINT P -3 lX WOOD CAP SUPPLIED & PRESTAINED ST -1 BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. 1/2" WOOD CAP SUPPLIED & PRESTAINED ST -1 BY OWNER'S VENDOR (VDI) AND INSTALLED BY G.C. CEILING SUSPENSION SYSTEM, SEE DETAILS 1/A10 & 2 /A10 TYPICAL HANGER SPACING 4' -0" O.C. MAX. 1 Y2" STEEL T -BAR CROSS RUNNER EXISTING CONC. FLOOR 1. HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAUGE (MIN. ) WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. 3. LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2. #10 1 -1/2" WAFER HEAD SCREW SUPPLIED & INSTALLED BY G.C. @ 24" O.C. 12' -6" A.F.F. B.O. CEILING 1 -HOUR FIRE RATED GYP. BD. CLG, SEE 1/A10 24 MO Scale: 1" = 1' -0" WIRE TIE BACK BLOCK FOR FIRE -RATED CEILING JOINT COMPOUND ZINC CONTROL JOINT 1 CHANNEL, 4' -0" O.C. MAX. 4 \ CEILING CONTROL JOINT PLATFORM IS DESIGNED FOR 125 PSF LOADING. ADJACENT WALL - SEE SHEET Al FOR PARTITION TYPE TOILET ROOM 7 TOILET ROOM 6" CONTINUOUS JOIST TRACK ALONG WALL 1x4 WOOD CLEAT. PAINT P -1. ALIGN TOP WITH TOP OF MDF 3/4" FIRE RETARDANT MDF. GLUED AND SCREWED 5/8" GYP. BD. 1/2" M.R. GYP. BD. CEILING AND WALLS IN RESTROOM. PAINT P -1 6 ", 16 GAUGE METAL STUDS AT 12" O.C. AT EACH METAL JOIST - 5 1/2" HIGH CLIP ANGLE WITH (3) #8 HEX SCREWS PER SIDE 3-5/8 ", 16 GA. METAL STUDS AT 12" O.C. 1/2" M.R. GYP. BD. - PAINT P -1 3 -5/8 ", 16 GA. CONT. UNPUNCHED TRACK n .. 7/32" SHANK DIA. RAMSET @ 16" O.C. 1 -3/8" PENETRATION 61 WALL TYPE 'D' W/ PLATFORM MO Scale: 1-1/2" = V -0" PLATFORM IS DESIGNED FOR 125 PSF LOADING. ADJACENT WALL - SEE SHEET Al FOR PARTITION TYPE 6" CONTINUOUS JOIST TRACK ALONG WALL 1x4 WOOD CLEAT, PAINT P -1. ALIGN TOP WITH TOP OF MDF 3/4" FIRE RETARDANT MDF. GLUED AND SCREWED 5/8" GYP. BD. 1/2" M.R. GYP. BD. CEILING AND WALLS IN RESTROOM. PAINT P -1 6 ", 16 GAUGE METAL STUDS AT 12" O.C. AT EACH METAL JOIST - 5 1/2" HIGH CLIP ANGLE WITH (3) #8 HEX SCREWS PER SIDE 6 ", 16 GA. METAL STUDS AT 12" O.C. 1/2" M.R. GYP, BD. - PAINT P -1 6 ", 16 GA. CONT. UNPUNCHED TRACK ,7/32" SHANK DIA. RAMSET @ 16" O.C. 1-3/8" . PENETRATION Scale: 1 -1/2" = 1' -0" A10 / Scale: 3" = 1' -0" WALL TYPE 'D5' W/ PLATFORM ONE -HOUR FIRE RATED 5/8" TYPE 'X' GYP. BD. CEILING, PAINT P -1 SURFACE MOUNTED LIGHTING TRACK. MOUNTED TO GYP. BD. CEILING WITH TOGGLE BOLTS, SEE LIGHTING DRAWINGS FOR LOCATIONS TRACK LIGHT FIXTURE (TYPE MAY VARY) - SEE 1/A4 TRACK HANGING DETAIL EXISTING DECK NEW AC EXISTING DECK NEW CP-1 NEW ACP -1 GYP. BD. CEILING SUSPENSION SYSTEM BY U.S.G. SLPPLIED & INSTALLED BY G.C.; SEE DETAIL 2/A4. RECESSED WALL STANDARD SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) AND INSTALLED BY G.C. G.C. SHALL WRAP OUTSIDE EDGES OF MDF W/ FLASHING, TYP. ALL SIDES (FINISH TO MATCH TWT -1) ° • 4 . ° 4• = iiii I a .. =i . . = , . =ii ,•=i • .=iivi 11,1 I 4 loi I 4 1 2 TYP. 4 MARC ECKO CUT & SEW 8 A10 3/4" MDF SUPPLIED & INSTALLED BY G.C. (TYP.) 5/8" GYP. BD. (TYP.), SEE INTERIOR ELEVATIONS FOR FINISHES / /; / f , f . / _/ _/ - , / / EXISTING DEMISING PARTITION, SEE 1 /A1 / f/ 4 4; 4 PLAN SECTION °.. 4 VERTICAL SECTION WALL TYPE 'C4' Scale: 3" = 1' -0" TWT -1 & MATCHING FINISH NAILS SUPPLIED & INSTALLED BY G.C. 12 -0 SEE INTERIOR ELEVATIONS 2' -0" O.C. TYP. EXISTING FURR -OUT, SEE 1/A1`_. ADJACENT TENANT 4 4 1" DECORATIVE PANEL MOLDING SUPPLIED, STAINED ST -1 & INSTALLED BY G.C. (TYP.), SEE INTERIOR ELEVATIONS G.C. SHALL WRAP OUTSIDE EDGES OF MDF W/ FLASHING, TYP. ALL SIDES (FINISH TO MATCH TWT -1) TWT -1 & MATCHING FINISH NAILS SUPPLIED & INSTALLED BY G.C. 5/8" GYP, BD. TO STRUCTURE ABOVE SUPPLIED & INSTALLED BY G.C., SEE INTERIOR ELEVATIONS FOR FINISH INFORMATION 1 "x 4" CHAMFERED BASE B -1 WOOD FLOORING AS SCHEDULED W/ EXISTING CONC. SLAB BELOW 4 . 4 ° 4 4 . 4 4 6" TALL 16 GAUGE METAL STRAPS ON FACE OF GYP. BD. SUPPLIED & INSTALLED BY G.C., SEE ELEVATION 5/A3 FOR STRAP LOCATIONS 3/4" MDF SUPPLIED & INSTALLED BY G.C. (TYP.) 6" TALL 16 GAUGE METAL STRAPS ON ACE OF GYP. BD. SUPPLIED & INSTALLED BY G.C., SEE ELEVATION 5/A3 FOR STRAP LOCATIONS FOR WALL STANDARDS 8' -0" TALL 3/4" BLACK RECESSED SLOTTED WALL STANDARD SUPPLIED BY OWNER'S VENDOR (CHIPPENHOOK) & INSTALLED BY G.C. (TYP.), SEE INTERIOR ELEVATIONS FOR LOCATIONS (BTM. OF STANDARD @ 11" A.F.F. - TYP.) 4 . 4 4 . 4 1" DECORATIVE PANEL MOLDING SUPPLIED, STAINED ST -1 & INSTALLED BY G.C. (TYP.), SEE INTERIOR ELEVATIONS 4 REVIEWED P" CODE OOMPLIA APPROVED AUG 182O3 : ty Of Tukw l2, BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 18 NM PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM C O R T L A N D OVIA M O R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 U C N N lPI: v vl o co to 2 CD 6_ •tom E ct ,1 CO UI N co U- ai C 0 a lO OYmi J � U 1 Lit— °v Limil a � Ce CiN 1 >1 zz � � f JO w w Z v) v, 00 i— re) M LAND ML',::AN STATE OF YfASH _a.__1 REVISIONS CEILING & PARTITION DETAILS SHEET NUMBER A10 3/4" X 3/4" CLEAR ANODIZED ALUMINUM VERTICAL REVEAL SUPPLIED & INSTALLED BY G.C. 5/8" GYP. BD. (TYP.) SUPPLIED & INSTALLED BY G.C., SEE INTERIOR ELEVATIONS FOR FINISH INFO 20 GAUGE, 3 -1/4" METAL STUDS SUPPLIED & INSTALLED BY G.C., TYP. hrr STOREFRONT ItdbkS, Sqq yA1 5/8" MDF (TYP.) SUPPLIED & INSt.4LL,ED BY G.C., SEE STOREFRONT SECTION & INTERIOR ELEVATIONS FOR FINISH INFO DOME STYLE FLOOR DOOR STOP (SATIN NICKEL FINISH) SUPPLIED & INSTALLED BY G.C. (TO PREVENT DOOR HANDLES FROM CONTACTING MDF BUILD -OUT) VERIFY EXACT LOCATION IN FIELD 20 GAUGE, 1 -5/8" METAL STUDS FOR DECORATIVE COLUMN BASE SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. 1 0 3 " 8 Scale:1 1/2" = 1' -0" 1' -0 HOLD Scale:1 1/2" = 1' -0" 8 RIGHT ENTRY DETAIL FIRE RETARDANT TREATED WOOD BLOCKING (AS REQUIRED) SUPPLIED & INSTALLED BY G.C. mkt en LEASE LINE LEFT STOREFRONT DETAIL LINE OF DISPLAY PLATFORM, SEE SECTION 2/A7 5/8" GYP. BD. (TYP.) SUPPLIED & INSTALLED BY G.C., SEE INTERIOR ELEVATIONS FOR FINISH INFO 20 GAUGE, 3 -5/8" METAL STUDS SUPPLIED & INSTALLED BY G.C,, TYP. U.N,O. 5/8" MDF SUPPLIED & INSTALLED BY G.C., SEE 1 /A5 FOR FINISH INFO ON EXTERIOR 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP, 1/2" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SUPPLIED & INSTALLED BY G.C. GYP. BD. ON BUILD -OUT TO ALIGN W /MDF ON FACE OF PLATFORM STOREFRONT BASE - SEE 1 /A5 & 2/A8, TYP. 5/8" MDF BASE FOR DECORATIVE COLUMN SUPPLIED BY OWNER'S VENDOR (VDI), INSTALLED & PAINTED P -5 BY G.C. DECORATIVE COLUMN SET ON PLATFORM, SEE ATTACHMENT DETAIL 3/A8 �— LEASE LINE 3 -84 3 - 84 LINE OF DISPLAY PLATFORM, SEE SECTION 2/A8 20 GAUGE, 3 -5/8" METAL STUDS SUPPLIED & INSTALLED BY G,C,, TYP. U.N.O. 5/8" GYP. BD. (TYP.) SUPPLIED & INSTALLED BY G.C., SEE INTERIOR ELEVATIONS FOR FINISH INFO 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP. 1/2" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SUPPLIED & INSTALLED BY G.C. STOREFRONT BASE - SEE 1/A5 & 2/A8, TYP, Mice M HOLD EXISTING MALL COLUMN TO REMAIN GYP. BD. ON BUILD -OUT TO ALIGN W /MDF ON FACE OF PLATFORM 4' -63" 4 5/8" MDF BASE FOR DECORATIVE COLUMN SUPPLIED BY OWNER'S VENDOR (VDI), INSTALLED & PAINTED P -5 BY G.C. DECORATIVE COLUMN SET ON PLATFORM, SEE ATTACHMENT DETAIL 3/A8 5/8" GYP. BD. (TYP.) SUPPLIED & INSTALLED BY G.C., SEE INTERIOR ELEVATIONS FOR FINISH INFO EXISTING NEUTRAL PIER 3/4" X 3/4" CLEAR ANODIZED ALUMINUM VERTICAL REVEAL SUPPLIED & INSTALLED BY G.C. 20 GAUGE, 1 -5/8" METAL STUDS FOR DECORATIVE COLUMN BASE SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. LINE OF DISPLAY PLATFORM, SEE SECTION 2/A7 5/8" GYP. BD. (TYP.) SUPPLIED & INSTALLED BY G.C., SEE INTERIOR ELEVATIONS FOR FINISH INFO 20 GAUGE, 3 -5/8" METAL STUDS SUPPLIED & INSTALLED BY G.C., TYP. U.N.O. FIRE RETARDANT TREATED WOOD BLOCKING (AS REQUIRED) SUPPLIED & INSTALLED BY G.C. 5/8" MDF SUPPLIED & INSTALLED BY G.C., SEE 1/A5 FOR FINISH INFO ON EXTERIOR 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP. 1/2" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SUPPLIED & INSTALLED BY G.C. GYP. BD. ON BUILD -OUT TO ALIGN W /MDF ON FACE OF PLATFORM STOREFRONT BASE - SEE 1/A5 & 2/A8, TYP. 5/8" MDF BASE FOR DECORATIVE COLUMN SUPPLIED BY OWNER'S VENDOR (VDI), INSTALLED & PAINTED P-5 BY G.C. DECORATIVE COLUMN SET ON PLATFORM, SEE ATTACHMENT DETAIL 3/A8 LEASE LINE —\\ ' -0 5 4 • • .......... , f :.:............... RIGHT STOREFRONT DETAIL Scale:1 1/2" = 1' -0" ' HOLD 1' -0 8 HOLD I 5/8" GYP. BD. (TYP.) SUPPLIED & INSTALLED BY G,C,, SEE INTERIOR ELEVATIONS FOR FINISH INFO 20 GAUGE, 3 -1/4" METAL STUDS SUPPLIED & INSTALLED BY G.C., TYP. r STbt4E RONT DOORS, SEP i /A1 5/$" ¢M1OF (TYP.) SUPPLIED & INSTALLED BY!d Ci, SEE STOREFRONT SECTIONS & INTERIOR ELEVATIONS FOR FINISH INFO DoMe STYLE FLOOR DOOR STOP (SATIN NId !( FINISH) SUPPLIED & INSTALLED BYIq Ci (TO PREVENT DOOR HANDLES FRbt1 CONTACTING MDF BUILD -OUT) VERIFY EXACT LOCATION IN FIELD I I 20 GAUGE, 1 -5/8" METAL STUDS FOR DECORATIVE COLUMN BASE SUPPLIED BY OWNER'S VENDOR (VDI) & INSTALLED BY G.C. ATTACHMENT SCREWS (PER DISPLAY RAIL MANUFACTURER RECOMMENDATIONS) SUPPLIED & INSTALLED BY G.C., TYP, TYPE 'D' LIGHT FIXTURE, SEE SHEET A4 SEE 1/A8 FOR FRAMING 5/8" GYP. BD. SUPPLIED & INSTALLED BY G.C., PAINT P -4 IN DISPLAY AREA ONLY ARAKAWA CRB1800 -A RAIL SUPPLIED & INSTALLED BY G,C., TYP. OF 2, SEE SHEET A4 ARAKAWA BS1R TOP RAIL CLIP SUPPLIED & INSTALLED BY G.C., TYP. OF 4 ARAKAWA 116SS CABLE (30" LENGTH) SUPPLIED & INSTALLED BY G.C., TYP. OF 4 ARAKAWA SF6OSSET BTM. RAIL CLIP SUPPLIED & INSTALLED BY G.C., TYP, OF 4 DISPLAY ARTWORK SUPPLIED BY OWNER & INSTALLED BY G.C,, TYP, OF 2 2' -8" Scale: 3" = 1' -0" BLACK SEALANT (ON INTERIOR SIDE ONLY) SUPPLIED & INSTALLED BY G.C. (TYP.) FIRE RETARDANT TREAT WOOD BLOCKING AS NEEDED SUPPLIED & INSTALLED BY G.C,, TYP. WHITE SEALANT (ON EXTERIOR SIDE ONLY) SUPPLIED & INSTALLED BY G.C. (TYP.) 1/2" CLEAR TEMPERED PLATE GLASS W/ POLISHED EDGES, SUPPLIED & INSTALLED BY G.C. 1 -3/4" X 4 -1/2" GLAZING FRAME (BRONZE FINISH), SUPPLIED BY OWNER'S VENDOR (API) AND INSTALLED BY G.C., TYP. G.C. TO SUPPLY & INSTALL 5/8" MDF ON MTL. STUDS, PAINT P -5 (ON EXTERIOR SIDE OF STOREFRONT ONLY) EVIEWLD FOR DE COMPLIANCE APPROVED AUG 1 8 2008 City Of Tukwila BOItOI jG DIK15101,yj \/\ DISPLAY GRAPHIC DETAIL RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CM C O R T L A N D CHIA MO R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 00 ✓ Q c a „3- _c tb 5 v ▪ CL E > 0$) a" a, C • d 2 4- d W E o ,,, 0 • 0 v M _ c 0 s a REVISIONS SHEET NUMBER All r1`' FREO J JD MDR L.a r ATE OF b' ASHINCTI.lfs \.. ..-----'' (n 7 1. LANDLORD REVISIONS - 07/10/08 STOREFRONT DETAILS • MOB I LE STO RAG E SYSTEMS I NC . INSTALLATION INSTRUCTIONS UNITS WILL BE 10' HIGH WITH 6 SHELVES 5 OPENINGS SHELVING UNIT PARTS: 0 "L" UPRIGHT "T" UPRIGHT EACH LEVEL EACH LEVEL CE) 0 DOUBLE RIVET DOUBLE RIVET UPSIDEDOWN DOUBLE RIVET LOW PROFILE 2966 WILSON DRIVE NW GRAND RAPIDS, MI 49534 TEL: 800.234.7477 FAX: 616.791.9916 WWW. PI PPMOBI LE. COM E —MAIL: CUSTOMERSERV@PIPPMOBILE.COM HANGBAR SHELF MATERIAL (PARTICLE BOARD) OA EACH CORNER ® EACH LEVEL 0 EACH LEVEL REVIEWED FOR _.__ CODE COMPLIANCE APPROVED 'OA 1 8 2008 City Of Tukwila Th wil PRISION 13 EYELETS OPEN EACH LEVEL APPROX. 21" OPEN EACH LEVEL RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: C O R T L A N D CVIA M 0 R G A N ARCHITECT 10 U W a CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1-4 e>1 REVISIONS SHEET NUMBER CO Lrl on • v a ' ra v N M at 0 w � '- E Q J � p d C7) LU O� zz w UV J 00 I— re) M STOCKROOM SHELVING DETAILS Al2 w czi a Project Coordination By: DRAWING NAME: Fax: 412.371.1586 . 2" . 0 0 U T -POST 1 1/7' J f a' g 1, t L -POST f 0 B E a� i vi g m I J g ` Q Q Q Q E� �ItJ 5H T / P 05 G 7/8" Q Q J Q Q Q � P vo 5 p5 e,„ 13/16, DOUBLE 1/4 "0 RIVET ASTM A345 -79 RIVET 14 GA. Q Q � ml \ . N M N 1/4 "0 RIVET ASTM A345-79 79 14 GA. DOUBLE RIVET 14 GA. 14 GA. LOW PROFILE POST (i:: "DRB" BEAM ( "DRBLP BEAM" ( ^ 0 TER 114 5c UPPORT TAR J 5,5 o P 05T -"�� BEAD ' �/ 11 or "T" POST jiiiii_,--' 1 ( COL. 0 B. PL. „ TES i. 1IQ p : I1 urP 4 i THRU S� E�F 5 BED � :i �` "I: I U U ; I 44 ..\' I POST COL. B.PL. 00 Tl-1 51" 2-3/8"0 ANCHOR BOLTS 1 -3/8 "0 ANCHOR BOLT 2" EMB. 2" EMB. BASE PLATE (FIXED UNIT (4 U f I. I .l 1 /4"0 TEK o SCREW 1x4 SPACER TEK SCREWED TO WALL STUDS POST TEK SCREWED TO 1x4 SPACER 1x4 SPACER STUD STUD WALL I 1x4 SPACER \ — NI o o Z 5 W V) II 4 —___f J a ° N J BASE PLATE (FIXED UNITS) (5 WALL CONNECTION ( UNLESS OTHERWISE SPECIFIED: DIMENSIONS ARE IN INCHES TOLERANCES SIZE: B H (MOBILE 11111 II. • • STORAGE SYSTEMS) FRACTION ± 1/32 DECIMALS ANGULAR .XX f . ± 0 .XXX ± . .0 05 0 Drawn By DK DO NOT SCALE DRAWING Date 11/17/06 (800) 234 -7477 Phone: (616) 530 -8828 Fax: (616) 530 -8400 THIS DRAWING IS THE PROPRIETARY PROPERTY OF OF PIPP MOBILE STORAGE SYSTEMS, INC. ANY REPRODUCTION WITHOUT WRITTEN PERMISSION OF PIPP MOBILE STORAGE SYSTEMS, INC. IS STRICTLY PROHIBITED. Mat'I : Title RIVET SHELVING — ANCHORING DETAIL APPROVAL: Signature /Date Dept. Scale 1:1 FILE: SHEET 1 OF1 • MOB I LE STO RAG E SYSTEMS I NC . INSTALLATION INSTRUCTIONS UNITS WILL BE 10' HIGH WITH 6 SHELVES 5 OPENINGS SHELVING UNIT PARTS: 0 "L" UPRIGHT "T" UPRIGHT EACH LEVEL EACH LEVEL CE) 0 DOUBLE RIVET DOUBLE RIVET UPSIDEDOWN DOUBLE RIVET LOW PROFILE 2966 WILSON DRIVE NW GRAND RAPIDS, MI 49534 TEL: 800.234.7477 FAX: 616.791.9916 WWW. PI PPMOBI LE. COM E —MAIL: CUSTOMERSERV@PIPPMOBILE.COM HANGBAR SHELF MATERIAL (PARTICLE BOARD) OA EACH CORNER ® EACH LEVEL 0 EACH LEVEL REVIEWED FOR _.__ CODE COMPLIANCE APPROVED 'OA 1 8 2008 City Of Tukwila Th wil PRISION 13 EYELETS OPEN EACH LEVEL APPROX. 21" OPEN EACH LEVEL RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: C O R T L A N D CVIA M 0 R G A N ARCHITECT 10 U W a CM 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 1-4 e>1 REVISIONS SHEET NUMBER CO Lrl on • v a ' ra v N M at 0 w � '- E Q J � p d C7) LU O� zz w UV J 00 I— re) M STOCKROOM SHELVING DETAILS Al2 w czi a Project Coordination By: DRAWING NAME: Fax: 412.371.1586 ITEM CONTINUOUS c» PERIODIC c.> COMMENTS COLD FORMED STEEL FRAMING Connect Header to Full Height Stud with: Refer to Detail Number: 0.164 Screw attachment of seismec braces and struts - X IBC 1707.4 7/S1 0.216 Up to 0.210 POST INSTALLED ANCHORS Expansion anchor placement X - IBC 1912.2 ARCHITECTURAL COMPONENTS Ref. footnote 5 Suspended ceiling systems and their anchorage - X IBC 1705.3 Starage racks (8ft or greater in height) - X IBC 1707.6 LOAD BEARING "L" HEADER (LH) MARK OPENING (SPAN) L -SHAPE SIZE FULL HEIGHT STUDS Connect Header to Full Height Stud with: Refer to Detail Number: 0.164 UP TO: 3' -6" _H1 2 - 600L150 -43 TWO 4 - #10 7/S1 0.216 Up to 0.210 NOT USED Screw Size Normal Diameter (inches) Total Thickness of Steel (inches) 1,2 #6 0.138 Up to 0.110 #8 0.164 Up to 0.140 #10 0.190 Up to 0.175 #12 0.216 Up to 0.210 STRUCTURAL GENERAL NOTES - APPLICABLE TO ALL CONSTRUCTION UNLESS OTHERWISE NOTED ON THE PLANS A. DESIGN SCOPE BY PRECISION STRUCTURAL ENGINEERING (PSE) 1. Design shown on drawings 51 & S2 by PSEi includes the following items. a. Toilet room platform framing. b. Suspended ceiling seismic bracing. 2. Design shown on S1 & S2 does not include: Other beams, walls, studs, posts, headers, joists, sheathing, nailing, foundation and wind or seismic design for the whole building: finishers, architectural items, windows, doors, moisture bearers, water proofing mechanical units, plumbing, or electrical items. For the design and /or details of any other items not mentioned in # 1 above, see additional drawings developed by others. 3. It is recommended that the contractor follow the next structural notes to insure that the building's elements work together to resist the applied loads. B. GENERAL REQUIREMENT: 1. Furnish all labor, materials, and equipment necessary to complete the work shown or inferred by these drawings. 2. Where construction details are not shown or noted for any part of the work, such details shall be the same as for similar work shown on the drawings. 3. Notes and details on the drawings take precedence over the general notes and typical details in case of conflict. 4. Provide manufacturer's approved product evaluation reports (ICBO reports) and a list of all proposed substitutions to the Engineer for review and written approval before fabrication. 5. Pipes, ducts, sleeves, chases, etc. shall not be placed in slabs, beams, or walls unless specifically shown or noted nor shall any structural member be cut for pipe, ducts, etc., unless specifically shown. Obtain prior written approval for installation of any additional holes, ducts, etc. 6. Locate and protect concealed conduit, plumbing or other utilities where new work is being performed. 7. The contract drawings and specifications represent the finished structure and do not indicate methods, procedures or sequence of construction. The contractor shall take necessary precautions to maintain and insure the integrity of the new and any existing structures during construction. The design stresses shall not be exceeded during construction based on the age of each element . Neither the owner nor Architect /Engineer will enforce safety measure regulations. Contractor shall design, construct and maintain all safety devices, including shoring and bracing for the new and any existing structures and shall be solely responsible for conforming to all local, state and federal safety and health standards, laws and regulations. Observation visits to the site by the engineer shall not include inspection of the above items. 8. Obtain prior written approval for any changes to the drawings. 9. The contractor shall review and compare the structural drawings with all other Construction Documents, such as Architectural, Mechanical and Electrical drawings, specifications, etc. Do not scale drawings. The contractor shall verify dimensions, elevations and all information. Report, in writing, any inconsistencies, errors, or omissions to the Architect /Engineer of record before proceeding with the work. 10. All existing construction is shown schematic only. Contractor is responsible to verify actual conditions and allow for them in his bid. Notify the Architect /Engineer, in writing, in case of any discrepancy between actual conditions and what is shown on the structural drawings before proceeding with the work. 11. See Architectural, Mechanical, Electrical and other drawings for embedded items. 12. Submit structural drawings signed and sealed by a professional Engineer licensed in the State of Washington for any structural member needed for this project that is not designed by P.S.E. 13. Any substitutions for structural members, hardware or details shall be reviewed by the Architect and Structural Engineer. Such review will be billed on a time and materials basis to the General Contractor with no guarantee that the substitution will be allowed. 14. All communication shall be in writing. No verbal communications, decisions, instructions or approvals shall be valid. C. CODE AND LOADS: 1. All design, material, and construction work for this project shall conform to the 2006 International Building Code with Washington state ammendments. 2. The 2006 International Building Code. a. Restroom ceiling c. Restroom ceiling e. Site class = D g. Sm1 = 0.70 i. Sdl = 0.49 k. le = 1.0 m. Rp = 2.5 dead load = 15 psf live load = 125 psf b. Suspended ceiling system dead load = 4 psf dead load. d. Occupancy Catagory = II f. Sms = 1.43 h. Sds = 0.95 j. SDC = D I. ap = 1.0 D. SPECIAL INSPECTION: Special inspection shall be provided by the owner based on the requirements of the 2006 International Building Code (IBC) as summarized in the table below. The contractor shall provide sufficient notice and access for the special inspector to perform these inspections. SPECIAL INSPECTION PROGRAM o> ESTABLISHED PER 2007 IBC SECTION 109 & CHAPTER 17 PROGRAM FOOTNOTES: 1. The items checked with an x shall be inspected in accordance with IBC chapter 17 by a certified special inspector from an established testing agency. For material sampling and testing requirements, refer to the project specifications and the specific general notes sections. The testing agency shall send copies of all structural testing and inspection reports directly to the architect, structural engineer, contractor, and building official. Any materials which fail to meet the project specifications shall immediately be brought to the architect /engineer. Special inspection testing requirements apply equally to all bidder designed components. 2. Special inspection is not required for work performed by an approved fabricator per IBC section 1704.2.2. 3. Continuous special inspection means the full -time observation of the work requiring special inspection by an approved special inspector who is present in the area where the work is being performed. 4. Periodic special inspection means the part -time or intermittent observation of work requiring special inspection by an approved special inspector who is present in the area where the work has been or is being performed and at the completion of the work. 5. Architectural component inspection shall comply with IBC section 1707.6. 6. Mechanical and electrical components inspection shall comply with IBC section 1707.7 including sections 1707.1 & 1707.2. Reference mechanical and electrical drawings for a complete list of equipment requiring special inspection of it's bracing and anchorage. 7. See other sections of these notes for additional required inspections. 8. All discrepancies shall be brought to the immediate attention of the contractor for correction; then if not corrected, to the building official and to the Engineer in writing. The inspector shall furnish an inspection report to the building official and to the Engineer /Architect of Record. E. COLD FORMED STRUCTURAL FRAMING (LIGHT GAUGE STEEL): 1. GENERAL a. The structural framing and its installation shall meet the following standards: 1. American Iron and Steel Institute (AISI) "Cold Formed Steel Design Manual ", latest edition. 2. American Society for Testing and Materials (ASTM) Standard C -955 - Standard Specification for Load Bearing (Traverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application Of Gypsum Board and Metal Plaster Bases. 3. ASTM Standard C -1007- Standard Specification for Installation of Load Bearing (Traverse and Axial) Steel Studs and Related Accessories. b. Manufacturer of Light Gauge Framing: 1. Company specializing in fabrication of structural framing components with five years minimum experience. 2. Certified by the Light Gage Structural Institute, meeting current Inspection Guidelines. c. Temporary bracing shall be provided until permanent bracing has been installed. d. Punchouts, Cutting, Notching, and Hole Stiffening Flanges of joists, studs, headers, and other structural members shall not be cut or notched without an approved design. Web holes closer than 12 inches from center of hole to joist bearings, shall be reinforced with a solid steel plate, stud, joist, or track section of an equivalent thickness to the member it reinforces, provided that the following limitations are met: 1. The depth of the hole (across the web) does not exceed half the depth of the web, and 2. The length of the hole (along the web) does not exceed 4 inches or the depth of the web, whichever is greater. Reinforcement shall extend at least 1 inch beyond all edges of the hole and shall be attached to the web with #8 screws (minimum) spaced no greater than 1 inch on center along the edges of the reinforcement. 3. Unreinforced punchouts in webs of structural members shall not exceed 1 -1/2 inches wide x 4 inches long located along the centerline of the web at a minimum center to center spacing of 24 inches. e. The framing members shall have ends squarely cut by shearing or sawing, be installed plumb, square, true to line and securely fastened per the contract documents or approved connection details. f. Submit shop drawings and product data. Indicate on shop drawings component details, framed openings, anchorage, loading, type and location of fasteners and accessories or items required for other related work. 2. MATERIAL a. The cold- formed structural framing and accessories shall be manufactured from structural quality steel having minimum yield strength of 33 KSI, for all design thicknesses and have minimum protective coating equal to G -60 galvanized finish (ASTM A653M -95, Z180). The steel shall conform to one of the following ASTM Standards: ASTM A653. b. Structural framing members shall conform to ASTM C955 and have engineering properties calculated in conformance with the AISI "Cold Formed Steel Design Manual ", latest edition. c. Load bearing steel framing members shall have a legible label, stamp, stencil, or embossment, at a minimum of 48 inches on center, with the following information as a minimum: 1. The manufacturer's identification. 2. The minimum uncoated steel thickness. 3, Minimum yield strength in kips per square inch. 4. "ST" for structural members. 5. Metallic coating weight (mass). 3. WALL FRAMING a. Building paper and sealer, or equivalent, shall be provided between the underside of the tracks when fastened directly to concrete. b All load bearing studs shall be aligned with trusses, joists, and other horizontal or vertical load carrying members above or below the wall stud. Top and bottom wall tracks shall be of equal or greater thickness than that of the studs. c. Studs shall have full bearing against inside track web (1/16 inches max. gap), prior to stud and track attachment. d. Load bearing steel studs shall be laterally braced. Refer to 1/S2 for construction details. 1. Gypsum board or structural sheathing (i.e. APA or plywood) fastened to wall studs in accordance with fastener schedule and shear wall schedule shown on plans. Sheathing shall cover the full- height of the wall from the bottom track to the top track. All edges and interior areas of the structural sheathing panels shall be fastened to a framing member and tracks. Provide blocking or strapping for unsupported panel edges. 2. In addition to number 1, one of the following methods shall be used: 2.1. Horizontal steel strapping installed at mid - height for 8 -foot walls, and 1/3 points for 9 and 10 -foot walls. 2.2. Wall -stud bridging installed in a manner that provides resistance to both minor axis bending and rotation. Bridging rows shall be equally spaced at 4 -foot on centers for axial loading. e. Load bearing steel studs shall not be spliced without an approved design. f. Stud deflection due to wind load shall not exceed L/360. 4. FASTENERS AND CONNECTIONS a. All fasteners shall be installed according to the manufacturer's approved product evaluation report [ICBOapproval]. b. Refer to fastener schedule and shearwall schedule per plan. c. Screws 1. All screws shall be a minimum size of #8 unless otherwise specified. All screws shall be corrosion resistant and shall be spaced such that the minimum center -to- center or edge distance of three screw diameters is maintained. -self drilling tapping screws shall conform to SAE -J78. A minimum of three exposed threads shall extend through the supporting steel member. Screws shall penetrate individual components of connections without causing permanent separation between the components. Screws shall be installed in a manner such that the threads or holes are not stripped. Head styles, threads, and point types for screws shall be selected based on application conditions and manufacturer recommendations. 2. Screw Diameter Size Guidelines Based on Total Thickness of Steel. For SI: 1" = 25.4 mm.are in 1. Greater thicknesses are possible, consult screw manufacturer. 2. Self- drilling trapping screws are required when total thickness of steel exceeds 0.033 inches. Sharp point screws are acceptable for steel thickness' of 0.033 inches (0.84 mm) or less. c. Bolts shall meet or exceed the requirements of ASTM A307. Bolts shall be installed with nuts and washers. Center to center spacing of bolt holes, connecting sheet metal material to concrete, shall be a minimum of three bolt diameters. Distance from the center of the bolt hole to the edge of the connecting member shall not be less than 1 -Y2 bolt diameters. Bolt hole diameter shall not exceed the bolt diameter by more than 1/16 inch. d. Use pneumatically driven pins to attach floor, roof, and walls. Structural sheathing are allowed, provided: 1. Pin diameter shall be 0.10 inch or more. 2. Pins shall penetrate the steel framing a minimum of 1/4 inch 3. Minimum distance between pins and panel edges shall be 3/8 inch. 4. Use adhesive between sheathing and joists. 5. Submit manufacturer's design values for approval to the engineer of record. \ ._ . LH 1 -.- _ \�. Z arm # , RESTROOIV FRAM \G PLA\ Scale: 1/4" = 1' -0" 3 I SCO\ TI \ Scale: 3/4" = 1' -0" KING STUD(S) PER HEADER SCHEDULE CONTINUOUS TOP TRACK HEAD TRACK BEYOND 9'-0" #8 SCREW EACH SIDE, TRACK TO STUD,TYP. LGST STUD PER PLAN. U OU S WALL 1 ++ PLATFOR FLOOR SHEATHING PER PLAN. B.S. PER PLAN. RIM JOIST PER PLAN. #8 SCREW © 6" O.C. RIM JOIST TO TRACK. WINDOW /DOOR OPENING HEAD TRACK SECTIO\ N.T.S. J �G EXISTING S.O.G.. V CRIPPLE STUD t P � ELEVATIO\ KING STUD "L" HEADER PER HEADER SCHEDULE 5505162 -33 STUDS © 16" O.C., UNO. RESTROO Scale: 1/4' = 1' -0" WALL Scale: 3/4' lboons CONTINUOUS TOP TRACK CRIPPLE STUD BEYOND O.C. STUD SEE DETAIL SEE DETAIL 3/51. 4/S1. vl PLATFOR 0.0. STUD (2) #8 SCREW TYP. I SO N.T.S. V U SEE DTL. 6/S1. > VERIFY V LGST STUD PER PLAN. LGST TRACK, MATCH STUD SIZE & GAGE. W /g "0 X 2 " HILTI KWIK BOLT TZ CARBON ANCHORS (ESR -1917) © 48" O.C. #8 SCREW EACH SIDE, TRACK TO STUD,TYP. EXISTING SLAB ON GRADE. FLOOR CO\ \ ECTI O\ TOP OF WALL TRACK OPENING WIDTH KING STUD(S)_I PER HEADER SCHEDULE ETRIC 7 N. LIT.SGH. T GAGE STEEL L HEADER DETAILS A\ F. ABBREVIATIONS: AB ADDL ALT APA ARCH B BLKG BN BOF CBC CJ CL CLR CONN CONT DBL DIM SECTIO\ ANCHOR BOLT ADDITIONAL ALTERNATE AMERICAN PLYWOOD ASSOCIATION ARCHITECTURAL BOTTOM BLOCKING BOUNDARY NAIL BOTTOM OF FOOTING CALIFORNIA BUILDING CODE CONSTRUCTION JOINT OR CONTROL JOINT CENTER LINE CLEAR CONNECTION CONTINUOUS DOUBLE DIMENSION DL DEAD LOAD DO DITTO (REPEAT) DWG DRAWING DWL DOWEL E EXISTING EA EACH EF EACH FACE EL ELEVATION EMBED EMBEDMENT EN EDGE NAIL FOR ENGINEER OF RECORD SCREW L- HEADER TO KING STUD PER HEADER SCHEDULE 4 - #8 SCREWS ©6 "O.C. L- HEADER TO TOP WALL TRACK HEAD TRACK © OPENING D SCHEDULE CRIPPLE STUD(S) ©16 "O.C.AND AT LOAD POINTS L- HEADER EQ ES EW FA FD FEN FF FN FS FTG GALV GC GIR GLB GR HDR HGR HORIZ HSH ICBO ID INT JT LDGR LGST B ALLOO EQUAL EACH SIDE EACH WAY FRAMING ANCHOR FROST DEPTH FLOOR EDGE NAILING FINISHED FLOOR FIELD /INTERMEDIATE NAILING FAR SIDE FOOTING GALVANIZED GENERAL CONTRACTOR GEOTECHNICAL INVESTIGATION REPORT GLUED LAMINATED BEAM GRADE HEADER HANGER HORIZONTAL HORIZONTALLY SLOTTED HOLES INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INSIDE DIAMETER INTERIOR JOINT LEDGER LIGHT GUAGE STEEL, COLD- FORMED STEEL Scale: 3/4" = 1' -0" ERA LL MATL MAX MB MFR MIN. MTL NO. NS N TS OC OD OFDSC OH OSB OSSC OSV PDTF PERP PL PLF PSE PT PW REF REN REINF #8 SCREW T &B. FLOOR SHEATHING PER PLAN. SIMPSON L70 W/8 - #10 SCREWS. LGST JOIST PER PLAN. 4 - #10 SCREWS TRACK TO STUD,TYP. EXISTING LGST DIMISING WALL. V ED WALL LIVE LOAD MATERIAL MAXIMUM MACHINE BOLT MANUFACTURER MINIMUM METAL NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OREGON ONE & TWO FAMILY DWELLING SPECIALTY CODE OPPOSITE HAND ORIENTED STRAND BOARD OREGON STRUCTURAL SPECIALTY CODE ON SITE VERIFY POWER- DRIVEN TRACK FASTENER PLATE POUND PER LINEAR FOOT PRECISION STRUCTURAL ENGINEERING PRESSURE TREATED PLATE WASHER REFERENCE ROOF EDGE NAILING REINFORCEMENT RFT SGN SEP SIM SN SNL SPEC STD STGR STIFF T TB TD TG THK TN TOB TOF TOW TYP UBC UON VERT VSH WD WEN WWF W/ W/0 DISCO RAFTERS STRUCTURAL GENERAL NOTES SEPARATION SIMILAR SHEAR NAIL SNOW LOAD SPECIFICATION STANDARD STAGGER STIFFENERS TOP TOP & BOTTOM TYPICAL DETAILS TONGUE & GROOVE THICKNESS /THICK TOENAIL TOP OF BEAM TOP OF FOOTING TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNLESS OTHERWISE NOTED VERTICAL VERTICAL SLOTTED HOLES WOOD WALL EDGE NAILING WELDED WIRE FABRIC WITH WITHOUT \ TI Scale: 3/4" = 1' -0" FLOOR SHEATHING PER PLAN. SCREW PER PLAN. #8 SCREW T &B. LGST TRACK, MATCH JOIST GAGE & DEPTH. #8 SCREW EACH SIDE, TRACK TO STUD,TYP. LGST STUD PER PLAN. \UOUS WALL REVIEWED FOR CODE COMPLIANCE APPROVED AUG 1 8 2008 ty Of Tukwila Precision Structural Engineering, Inc. www.structurel .com Klamath Falls Office 250 Main Klamath Falls, Oregon 97603 Phone: (541) 850 -6300 Fax: (541) 850 -6233 bsei@charter.net Medford Office 836 Mason Way Medford OR. 97501 Phone: (541) 858 -8500 Fax: (541) 776 -4663 psei1@qwest.net PSE,I PROJECT #: KF208 -1220 RECEIVED CITY OF TUKWILA JUL 1 2008 PERMIT CENTER SKEET INDEX: S1 GENERAL STRUCTURAL NOTES & DETAILS S2 SUSPENDED CEILING BRACING DETAILS DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CIIECKED: CM %},ivy 1. f.Yxx,?F4R �j 4fi 0 0 0 L. CL 10 U f'1 -47P C O R T L A N D C I A M O R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635 -5696 FAX: (817) 635 -5699 REVISIONS SHEET NUMBER S 1 co co 07) rn E-- , LT/3,74 EXISTING STRUCTURAL STEEL BEAM OR NEW BOX BEAM BY G.C. 2 -HILTI X -EGN w/ FULL PENETRATION ESR -1152 16 GA CHANNEL w/ 1) LEGS 4 WIDTH TO ACCONDATE COMPRESSION STRUT - ATTACHED EXISTING STEEL BEAM FLANGE. COMPRESSION STRUT -BOLT TO CHANNEL w/ Y4 COMPRESSION STRUT NOTE: COMPRESSION STRUTS: NESTED SEQUENTIAL DIA. STL EMT SECTIONS W/ 4' MIN OVERLAP PER DETAIL, STARTING NOT MORE THAN 6' FROM ADJ. WALLS TO SUPPORT A TRIBUTARY AREA OF 144 SF MAX. COMPRESSION STRUT SHALL NOT REPLACE HANGER WIRE. MN EMT DIA. TO TOTAL STRUT LENGTH PER FOLLOWING TABLE TO MEET L/R RATIO OF 200MAX: 1/2' DIA TO 45' 3 /4' DIA TO65' 1' DIA 1S' 1 -1/4' DIA TO 102' 1 -1/2' DIA TO 130' COMPRESSIO \ STRUT HANG ER 4 SPLAY T -BAR CLG. PERIMETER (FIXED) I 12 GA SPLAY BRACE WIRE w/ 4 TIGHT TURNS w /in I Y2 -TYP BOTH ENDS. COMPRESSION STRUT, ATTACH TO MAIN RUNNER w/ Ya' M.B. -SEE NOTE 4 DETAIL ABV. AIRING WIRE LAYOUT S' MAX or Y4 LENGTH OF RUNNER WI-IICI.IEVER IS LESS 16 GA CONT STL BACKING STRIP PARTITION 16 GA CONT STL BACKING STRIP SLOTTED ANGLE SPACER STRUT WI 6d RINGSHANK NAIL POP RIVET TRIM ANGLE ATTACH w/ 0 12 PHSMS * 32' OC S' MAX or Y4 LENGTH OF RUNNER WHICHEVER 15 LESS TRIM ANGLE ATTACH w/ 4 12 PHSMS 6 32' OC MAIN RUNNER -TYP CROSS RUNNER el 2x2 CLG - DASHED CROSS RUNNER TYP. 12 GA HANGER WIRES * 4' OC w/ 3 TIGHT TURNS w /in 1 Y' -TYP. HANGER WIRE 3 TIGHT TURNS w /in IV MAIN RUNNER or CROSS TEE ACOUST. TILE CLG HANGER WIRE 3 TIGHT TURNS w /in I Y' MAIN RUNNER or CROSS TEE ACOUST. TILE CLG EAR CLG. PERIMETER (FREE) U LN D Lw CALE: NTS I. EXITWAYS: SURROUND EA. PANEL w/ A MAIN or CROSS RUNNER. 2. COMPONENTS: SYSTEM SHALL SUPPORT NO OTHER COMPONENTS EXCEPT GRILLES or LIGHT FIXTUF'.ES. TOTAL SYSTEM UJGT NOT TO EXCEED 4 PST'. 3. RANI GEIR WIRES: MIN. 12 GA, MAX. I6 S•F, NO SPLICES PER1'1ITTED. 4. PERIMETERS: HANGER UJIRE w /in S' or SUPPORT or w /in ONE QUARTER of LENGTH of END TEE, WHICHEVER 15 LESS. D. PROVIDE SUPPLEMENTARY SUPPORT e OBSTRUCTIONS 4 AT CLG BREAKS or SOFFITS. HANGER WIRES MORE THAN 1 :6 OUT or PLUMB SHALL HAVE COUNTER SLOPE WIRES. v. ATTACH SYSTEM TO NOT MORE THAN 2 ADJACENT WALLS, LEAVE " FREE of OTHER WALLS. WHERE WALLS ARE DIAGONAL, ONE END of MAIN 4 CROSS RUNNERS SHALL BE FREE AND CLR of WALL. 1. PROVIDE STRUTS or 10 GA WIRE TO CONNECT FREE END of CROSS RUNNERS MORE THAN 12' FROM WALL TO PREVENT LATERAL SPREADING. S. SPLAYED BRACING ASSEMBLIES: SETS of 4 WIRES ORIENTED ¶ •E) PEGFREES FROM EA OTHER, 12 GA MIN, MAX SPACING of 12'x12', ANC) AT LOCATIONS NOT MORE THAN Y2 OF THESE AREAS ALONG EACI4 PERIMETER WALL 4 VERTICAL CLG OFFSETS. PROVIDE VERTICAL COMPRESSION STRUT EA SET of BRACING WIRES. ' . SLOPE or BRACING WIRES: 45 DEGREES FROM PLANE of CLG. MAINTAIN WIRES rIGI -IT, NO SPLICES. 10. (3) TIGHT TURNS REQ'D e HANGER WIRE, (4) TIGHT TURNS e BRACING WIRE, ALL w /in A DISTANCE OF IY2'. ALIGN WIRES IN [.DIRECTION or FULL. 11. SEPARATE WIRES iv" FROM UNBPACED DUCTS, PIPES or CONDUIT. CONDUIT j /4" DIA. or LESS MAY EsE ATTACHED TO WIRES w/ APPROVED CONNECTORS. 12. LIGHT FIXTURES: ATTACH TO CLG SYSTEM TO RESIST HORIZ. FORCE EQ. TO THE WEIGHT or THE FIXTURE. 13. LIGI -IT FIXTURES 4 AIR TERMINALS WEIGHING UNDER 50L66 MAY BE SUPPORTED 6Y I --IEAVY DUTY GRIP R'UNI' ERS, E3UT SHALL ALSO NAVE (2) 12 GA SLACK SAFETY WIRES AT DiAG. CORNERS TO Si°RLICTURE ABOVE. SUPPORT LIGHT FIXTURES 4 AIR TERMINALS WEIGHING O /ER S6 INDEPENDEN w/ (4) TAUT 12 GA. WIRES. WIRES 4 ATTACHMENTS SHALL 6E CAPABLE OF SUPPORTING 4x WEIGHT of UNIT. 14. SLII= '.FACE i' IOUNITED FIXTURES: SUPPORT w/ MIN. (2) POSITIVE DEVICES WHICH SURROUND 1 UNDER, SUPPORT RUNNER w/ 12 GA HANGER WIRE. SPRING CLIPS or CLAMPS NOT SUPPORTED BY I- IANNIGER WIRE NOT PERMITTED. 15. PENDANT MOUNTED FIXTURES: SUPPORT DIRECT FROM STRUCTURE w/ HANGER WIRE or CAtSLE PASSING THRU EACH PENDANT HANGER, CAPABLE of SUPPOIRTIIIG 4x WEIGHT OF FIXTURE. 1'0. DO NOT ECCENTRICALLY LOAD SYSTEM[. 11. SLISPENSION GRID SYSTEM: HEAVY DUTY ER -[994. SEE SPECS for APPROVED PRODUCTS. IS.•ALL SPRINKLER HEADS SI -iALL HAVE 2' OVERSIZED (RING AROUND HEAD TO ALLOW I' OF iNPEPENDANT MOVEMENT' IN ANY DIRECTION. M. CABLE TRAY AND CONDUIT SHALL BE SUPPORTED INDEF ENDANTLY OF CEILING. 20. SUSPENDED CEILING SHALL 5E SU6JECT TO SPECIAL INSPECTION SECTION IIA.1.3.9 21. PERIMETER CLOSURE ANGLE SHALL. 5E I.-2 "X2'XICoGAGE MIN.. CEILING SI -iALL 6E ,4TTACHEP TO ANGLE AT ONE END ON AJACEt-ft WALLS AND FREE TO SLIDE ' AT THE OPPOSING WALLS. 22. CEILING AREAS GREATER THAN 2,500 SF SHALL BE SPERATED 5Y EITHER A FULL HEIGHT PARTITION WALL OR A CEILING EXPANSION JOINT PER X /SX. 511 PE NI F) HILTI X -EPG P.D.T.F. w/FULL PENETRATION ESR - [152 HILTI CEILING CLIP 12 GA x 3 /4' WIDE 3 TIGHT TURNS w /in 1 Y' HANGER WIRE MAX ) CE. I Lu iNC NOTES ET_ 7 5/ MAX 4 TIGHT TURNS w /in I y' WIRE CQNNECTIO \!S TO XI -TING; ST UCTLiR4L S"1 I_ E4M EXISTING STRUCTURAL STEEL BEAM OR NEW BOX BEAM BY G.C. 12 GA x I' WIDE STL STRAP I. INSTALL LUMINAIRE SUPPORTS IN ACCORDANCE w/ THE REQ'MNTS OF CISCA GUIDLINES FOR SEISMIC RESTRAINT FOR DIRECT HUNG SUSPENDED CEILING ASSEM. 2. SUPPORT RECESSED LUMINAIRES IN ACCORDANCE w/ THE FOLLOWING TABLE: TYPE OF CEILING LUMINAIRE SIZE LUMINAIRE WEIGHT WIRE HANGERS HEAVY DUTY 2 X 4 OR LESS < 56 L. 2 4 12 GA. (SLACK) HEAVY DUTY 4 X 4 < 56 LBS. 4 4 12 GA. (SLACK) T -BAR GRID LENS OR LOUVER LAY -IN ACOUSTIC TILE, FINISHED CEILING. SUSPENDED FIXTURE ) L_ U v \I A l =� =I IU1 O L iNl T I N E DETAILS / SCALE: 1- I /2' I' -;e) EXISTING STL. BM. UNISTRUT P2000 CHANNEL 48" 0.C. 2— UNISTRUT P2785 EACH BEAM, TYP. HA\ Scale: NTS CLG SUPPORT WIRES. SECURE TO STRUCTURE PER DETAILS LUMINAIRE SUPPORT WIRES, 4 12 GALV. IRON STEEL WIRE. SEE NOTE 2 4 TIGHT TURNS w /in I I /2' -TYP 45' BRACE WIRE PARALLEL TO BEAMS — FOUR TIGHT WRAPS AROUND WIRE WITHIN 1i". Y2' FLEX CONDUIT w/ BRANCH CIRCUIT WIRING TO J -BOX 6' -0' MAX LENGTH - RECESSED LUMINAIRE (2) .5 SMS e EA END OF LUMINAIRE, NEAR CORNERS, SCREWED FROM INSIDE LUMINAIRE TO T -BAR GER WIRE SUPPORT 1" WIDE RAP. EXISTING STEEL DECK 54" MAX @ STEEL ROOF DEC Scale: NTS 12 GA.X1" WIDE STL. STRAP. HANGER WIRE — THREE TIGHT WRAPS AROUND WIRE WITHIN 1 ". Scale: NTS INSULATION OVER STEEL DECK 2 — #8 SELF TAPPING SCREWS STEEL STRAP 3" WIDE X 4" LONG X 12 GA. BRACING WIRE PER 1/S2. TO BEAMS — FOUR TIGHT WRAPS AROUND WIRE WITHIN 1r. 10' -0" MAX. SPACING 45' BRACE WIRE PERPENDICULAR 2— UNISTRUT P2785 OR EQUAL ® EACH BEAM, TYP. UNISTRUT P2000 CHANNEL OR EQUAL © 48" 0.C. HA \GER WIRE SUPPORT 4' -0" MAX SPACING Precision Structural Engineering, Inc. www.structurel.com Klamath Falls Office 250 Main Klamath Falls, Oregon 97603 Phone: (541) 850 - 6300 Fax: (541) 850 - 6233 psei® charter. net Medford Office 836 Mason Way Medford OR. 97501 Phone: (541) 858 - 8500 Fax: (541) 776 - 4663 pseil@qwest.net P5E0 PROJECT #: KF208 -1220 EXISTING INSULATION. EXISTING METAL ROOF DECK. EXISTING ROOF BM. RE [EWE 0 CODE COMPLIAN APPROAMD AU 18 2008 RECEIVED CITY OF TUKWILA JUL 18 2008 PERMIT CENTER DATE: 07/03/08 JOB NO: 08233 DRAWN: STAFF CHECKED: CIWIA CORTLAND M 0 R G A N A R C H I T E C T r 0 r�3 w U CM 711 N. FIELDER RD. ARLINGTON, TX 760'12 P11: (817) 635 -5696 FAX: (8'17) 635-5699 • co f N (Ja E V E > v a tv A$ L !EXPIRES - 7- 2,G -- v`) REVISIONS SHEET NUMBER S � CO 00 "t CO rn