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Permit D08-247 - WESTFIELD SOUTHCENTER MALL - CATHY JEAN SHOES - TENANT IMPROVEMENT
CATHY JEAN SHOES 545 SOUTHCENTER MALL D08 -247 Design Occupant Load: BUILDING OFFICIAL City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2006 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: D08 -247 Occupant /Tenant: CATHY JEAN SHOES Building Address: 545 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: II -B Automatic Sprinkler System: Provided: Y Required: Y 29 THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES Cityftf Tukwila Parcel No.: 6364200010 Address: 545 SOUTHCENTER MALL TUKW Suite No: Tenant: Name: CATHY JEAN SHOES Address: 545 SOUTHC ENTER MALL , TUKWILA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Phone: 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.tulcwila.wa.us Contact Person: Name: DEVON REDMON Address: 1327 POST AV, STE H , TORRANCE CA 90501 Phone: 310 328 -6300 X 101 Contractor: Name: HARDCASTLE CONSTRUCTION INC Address: PO BOX 617 , WASHINGTON, OK 73093 Phone: 1800722 -6062 Contractor License No: HARDCCI099CK DESCRIPTION OF WORK: TENANT IMPROVEMENT FOR NEW TENANT doc: IBC -10/06 DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -247 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Expiration Date: 03/24/2009 Value of Construction: $115,000.00 Fees Collected: $2,278.20 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2006 Type of Construction: lIB Occupancy per IBC: 0019 D08 -247 Printed: 06-02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: doc: IBC-10/06 City &Tukwila 0 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: DO8 - 247 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Date: I.la14-1 I hereby certify that I have read and x. ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complie • , 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 th performance of work. I am authorized to sign and obtain this development permit. Signature: �'� / G% Date: & �� Print Name: 4~7/C 7 7. ""r 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 -247 Printed: 06-02 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 545 SOUTHCENTER MALL TUKW CATHY JEAN SHOES 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 -247 ISSUED 05/01/2008 06/02/2008 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: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. 7: 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. 8: 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. 9: 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. 10: 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. 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: Cond -10/06 D08 -247 Printed: 06 -02 -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 • 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 16: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 17: 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. 18: ** *FIRE DEPARTMENT CONDITIONS * ** 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 21: 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) 22: 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) 23: 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) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 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: 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) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: Cond -10/06 D08 -247 Printed: 06-02 -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 29: Gates serving the means of egress system shall comply with the requirements of the International Fire Code. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. (IFC 1008.2) 30: 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) 31: 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) 32: 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) 33: 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) 34: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 35: 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) 36: 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) 37: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 38: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 39: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 40: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 41: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * * continued on next page ** D08 -247 Printed: 06-02 -2008 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. -268" Signature: 7,e;,/ Date: Print Name: Al ti M1 / C / ' 41'1 e.- A " doc: Cond -10/06 • 0 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 D08 -247 ordinances governing or local laws regulating Printed: 06 -02 -2008 CITY OF TUKWIAP Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hltp. u u u . ci. iuku ilu. a a. us S`IS kAttO \ Name: Ot. 1o� � Cap\ Mailing Address: 13a- Pest A "•e. S + n E -Mail Address: Ve ` PaC ;it. t. L ow Contact Person: E -Mail Address: Contractor Registration Number: Contact Person: Company Name: Mailing Address: 2p (. r�y G; Pit r �a t�r�.e s { 1 E -Mail Address: Q ;Applicaiians\Fmms- Applications On LineO -2006 - Permit Applicatian.doe Revised: 9 -2006 bh Project No. I e — r - 1220 Plumbing /Gas Permit No. P� IW2 Building Permit No. Mechanical Permit No. Public Works Permit No. (For office use only) 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 King Co Assessor's Tax No.: (0S4 o 420 "oaf 6 Site Address: _ Suite Number: Floor: /St Tenant Name: " 'y // New Tenant: ❑ Yes ❑ ..No Property Owners Name: w 2s�4 i rid W r• Coe ..� 0 ,,— ( 1).)C. A 'dots Mailing Address: ,' 6 0 I '� t Ski V'� BIvd. �y t� Lit A C�4- City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 316) 3 dl$ ?o f/Yn.Yt C .tom CA City State Fax Number: (3 10) 3oit — 630 0 xlo 9 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: ‘r13.1> Mailing Address: State Zip Cit Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: I 2 \ \'tike\ NJ`t.�,� e t L? � Mailing Address: CIO 8 +^ijnL Si'. Su ;4-e. SOo ' (S> . Aka_ ka_ CA 9OZD.A.‘ City 2 Day Telephone: WV-- 5 y $ Oo 0 E -Mail Address: Fax Number: State Zip Ass- 30/3 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record / i .6`Z'3 City State Zip Contact Person: Day Telephone: 9') 3 d 7 Z Fax Number: Page 1 of 6 BUILDING PERMIT INFO ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ • L COD T, 1. Scope of Work (please provide detailed information): s AA Ne. r-eira t Ocrv"- cL €I Will there be new rack storage? ❑ Yes Existing Building Valuation: $ No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers X Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 1I " paper including quantities and Material So ty I ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor N7-7-00 U _ 2 "d Floor �~ 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFO ION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ • L COD T, 1. Scope of Work (please provide detailed information): s AA Ne. r-eira t Ocrv"- cL €I Will there be new rack storage? ❑ Yes Existing Building Valuation: $ No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers X Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 1I " paper including quantities and Material So ty I ata Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PUBLIC WORKS PERMIT INNRMATION - 206 - 433 -0179 Scope of Work (please provide detailed information): (Y Water District ...Tukwila ❑ ...Water District #I25 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control El ...Backflow Prevention - Fire Protection Irrigation Domestic Water Q: Applications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 -2006 bh Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. El .. Highline Se er District ...Tukwila ❑ ... ValVue El .. Renton ❑ .. Seattle ...Sewer Use Certificate 0... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance El .. Right -of -way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way El .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public Private El ...Water Main Extension Public Private ❑ .. Renton El ... Traffic Impact Analysis ❑ ... F lold harmless — (SAO) El ... Hold Harmless — (ROW) El .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation El .. Utility Undergrounding ❑... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) El ... Water El ...Sewer El ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip Page 3 of 6 Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Fumace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP/ 100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 6 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat ( 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent ' Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind MECHANICAL PERMIT INF MATION - 206 -431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: "c QS) 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): $ 0' °06 Scope of Work (please provide detailed information): C't , I [ _ f c SAC ° 'vim ��• Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... Other: Indicate type of mechanical work being installed and the quantity below: Q:tApplications\Fomms- Applications On Line U-2006 - Permit Application.doc Revised: 9 -2006 bh 9 ■/\J �c Page 4 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory 14 Water Closet 1 Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent , Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas PLUMBING AND GAS PIPINOPERMIT INFORMATION - 206 - 431 -30 PLUMBING AND GAS � 'D ! � ^ �PIPIING CONTRACTOR INFORMATION Company Name: 1 ) 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): $ \S, 0 c 9 0 — Valuation of Gas Piping work (contractor's bid price): $ /V I J Scope of Work (please provide detailed information): 2 `-Srbo,/"-- Building Use (per Int'l Building Code): II p Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Q: Wpplications\For ms- Applications On Line3-2006 - Permit Application. doe Revised' 9-2006 bh 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 OWNER OR AUT Print Name: Mailing Address: Date Application Accepted: GENT: Signatur C—' �^ t Q€ V O V\ S Q eel O'. 3 2'z P r d - Ave c , 4 - 4 . +1 Date Application Expires: It lot I.o'b GS 101 locb Q: Applications\Fonns- Applications On Line13 -2006 - Permit Application.doc Revised: 9 -2006 bh City Date: y/ Z q/d d Day Telephone: 3' la 3 ' 0 d l o t rr da.n C.a./ CA- Pas v / State Staff Initials: Zip Page 6 of 6 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02316 Initials: BLH User ID: ADMIN Payee: doc: Receiot -06 CATHY JEAN SHOES MIKE KERR TRANSACTION LIST: Type Method Descriptio Payment Cash 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 6364200010 545 SOUTHCENTER MALL TUKW ACCOUNT ITEM LIST: Description Account Code PLAN CHECK - NONRES 000/345.830 RECEIPT Amount 60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 06/26/2008 01:12 PM Balance: $0.00 Current Pmts 60.00 Total: $60.00 D08 -247 ISSUED 05/01/2008 06/02/2008 4151 06/26 9711 TOTAL 60.00 Printed: 06 -26 -2008 RECEIPT NO: R08 -01806 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 Initials: JEM Payment Date: 05/27/2008 User ID: 1165 Payee: AARDCASTLE CONSTRUCTION INC. SET ID: 0527 SET TRANSACTIONS: Set Member Amount EL08 -506 M08 -130 PG08 -142 TOTAL: Payment Check 2481 ACCOUNT ITEM LIST: Description 1,382.50 492.00 316.00 140.00 2,330.50 BUILDING - NONRES ELECTRICAL PERMIT - NONR MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE SET RECEIPT SET NAME: CATHY JEAN Total Payment: 2,330.50 TRANSACTION LIST: Type Method Description Amount TOTAL: 2,330.50 2,330.50 Account Code Current Pmts 000/322.100 1,378.00 000.322.101.00.0 492.00 000.322.102.00.0 316.00 000.322.103.00.0 140.00 000/386.904 4.50 TOTAL: 2,330.50 2876 05/27 9710 TOTAL 2330.50 n..... arrcrrc_na RECEIPT NO: R08 -01439 Initials: JEM User ID: 1165 Payee: EXPRESS PERMITS SET ID: 5000001020 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: //www. ci. tukwila. wa. us D08 -247 895.70 EL08 -506 123.00 M08 -130 79.00 PG08 -142 26.00 TOTAL: 1,123.70 TRANSACTION LIST: Type Method Description Amount Payment Check 11552 ACCOUNT ITEM LIST: Description ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES SET RECEIPT TOTAL: • Payment Date: 05/01/2008 Total Payment: 1,123.70 1,123.70 1,123.70 Account Code Current Pmts 000.345.832.00.0 123.00 000/345.830 1,000.70 TOTAL: 1,123.70 1871 05/01 9711 TOTAL 1123°70 Projec 1 C A{Hi! Type of Inspection: INIA \, Address: , /� iia rviA1 Date Called: Special Instructions: Date Wanted: 7- 2 3 - ce a- m• Requester: Phone No: r' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION V 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- u Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT ❑ Corrections required prior to approval. COMMENTS: C74 Jl(j App` evE El O. 0 REINSPECTION FEE EQUIRED Prior to inspection, fee must be pa' at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Projectn Type of Inspection: fr 1 4 4 ( Address: Sys Ad/ Date Called: Special Instructions: Date Wanted:'/ Z. I d a.m. p.m. Requester: Phone No: INSPECTIO RECORD Retain a copy with permit W _.02v7 INSPECTION NO. PyRMIT NO. CITY OF TUKWILA BUILDING DIVI 14- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. [] Corrections requited prior to approval. COMMENTS: f? 04 *t 5zlok-- 57‘2-(-6 Date: 7A,407 El $58.00 R fGSPECTION FEE REQUIRED. Prior to inspection. fee must be paid at 00 Southcenter Blvd.. Suite 100. Call the schedule reinspection. Receipt No.: 'Date: Project: co,c4-64 J-4ect-D Type of Inspection: - Address: 95. M A! L � °_ Date Called: Special Instructions: Date Wanted: 7 1 4/O$ ap.m. Requester: Phone No:qoc aqv - 1 6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 E Approved per applicable codes. Corrections required prior to approval. nspecto 1 Date:1/,, , ei $60.00 REINSPECTION FEE REDUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. b COMMENTS: � k Receipt No.: 'Date: Project: A i ri `1 4P�� Tygg..4 Inspection: 1 tspFt ; It gddre 44 ( n ` Date Called: � Special Instructions: Date Wanted: _ t "7- �� p.m. Requester: Phone '7u . e t i I / Des-2 q `7 INSPECTION RECORD • Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6 4 " 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 sg r A pproved per applicable codes. n Corrections required prior to approval. COMMENTS: Inspector: ( (Date: 7 ❑ $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: COMMENTS: J' E /ec.7�/"'. 'G / )/1J/ ' A`" I 7 71) szi . ,f"�G Gtad';r� � ,� (e7 /i�j /,;,49e Special Date Wanted: r/C _erff Req ester: A Proiet� � T� T YI v°P,Qj� 67/L, /n/6 Address 5 /7141/ / Instructions: Date Called: Special Date Wanted: r/C _erff Req ester: s ❑ Approved per applicable codes. (Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 /2) Dad. PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: 7 / 4 7 LI $60.0 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project: � � Tee,. Type of Inspection: Address / Date Called: ,/ Special Instructions: Date Wanted : .! / , / F. m. Requester: Phone No: ❑ Approved per applicable codes. Inspector: EIN INSPECTION RECORD. Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION VL 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 RI Corrections required prior to approval. $6 , 01 ]Date: / e ri SPECTION FEE REQUIRED. Prior to inspection, fee must be p a ,, 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: [Date: COMMENTS: E/edrl e,-( A )i/e. a /eq,, sf �. • Proje Tf/ e,�ecg1 V Type of Inspectio Addr / 5 / / / Date Ca le . Special Instructions: Date Wanted: Q 7 _ �- 6,U Cam p.m. Requester: Phone No: / �' f "' (J.? ` f i/ - 7 ( f 5 42- INSPECTION RECORD Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS:0 7 .4d ha e col/1€1 Inspector: 0 ! Date: $60 EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: y - =`: ;ate; ,t�.T'`'- } 7.'�:z4;• � ... :. ?f �:s •> ✓six; r:e Project: t Ci f >< y {I «rn J4j Type of Inspectioj ., h/ 1 -....1 Address: 5— gs t14 Date Called: Special Instructions: Date Wanted: 2 (� G - ! 42 - �O , m p.m. Requester: Phone No: yor Gil 7O � INSPECTION NO. INSPECTION RECORD Retain a copy with permit 174 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION W- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: )9/4 Na /) e / / / ctMci 04 L Date / 3/' El $60.Ql EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro t: j C I 7 / /V ` Type of Inspection: • s-z✓s/1'orNooLI ee'i / •l/ Address: Date Called: • Special Instructions: Date Wanted: anted: & -" 27 a-r p.m. Requester: Phone No: 10'5 - 6 i INSPECTION RECORD - Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI ON 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A') 24/7 PERMIT NO. (206)431 -360 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 37/4 1-/e..4-1/14 cezjec-, Inspector: Date: 64.1 7' 0 $60.0 ' REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: I 0g r r �'`!.: ):x.5,3 .. .. - •6' 6.'. `�...r w{.... •, c ...!'*.t a. ..V. • °`+n . i�tiy.;d. H�.. Project: -2' /h901 Type of Inspection: fl2 4 1 /AJG Address: S /5 /1 Date Called: Special Instructions: W nd te Date : 6 - /6• a` \ P.m Requester: Phone No: ,)dg 2/77 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION , l e- * 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 77A S+c to AA4 nod `Ai 05 are& 44 L a,5 Inspector: Ai) Date:61/ 4 0 $60.0 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: • Proje t: Type of I nspection: ii2.49_,„[A,e7 A ss: Date Called: Special Instructions: Date Wanted: • • �._. . • Requester: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. ,E)49 2971 PERMIT NO. (206)431 -3670 gi Corrections required prior to approval. COMMENTS cusvor eitor,kt,crA.\ a 1Qra� Ile,tt.r6�ac� pii,s,r 47) I Date: G /_0 J O J El $60.O EINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: : a r ridSak.rr t,oi.Aa x COMMASITS:5,,..f> Di.? /24 L1 /, //f Off` Type of IDSpe t ( F /a.-- A4 / ;ipPP)l...G 21-. e(L C.®r) (jr 4,,.., t�I e 3- 0-06-- i la e re. (,hr" ltr •. „... -4, Special Instructions: Date W nted: -. " f"ap a.m. p Requester: Phon No: / T , V 72 / r Proje, `� '] / 0 Type of IDSpe t Address Date Called: �._ V fray // Special Instructions: Date W nted: -. " f"ap a.m. p Requester: Phon No: / T , V 72 / INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION It^ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. Inspector: (Date: / ` , o s v El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: Sprinklers: Y Type of Inspecti n: f Address: —" .�y5 �- Suite #: . r/ ►$1 S.C. Contact Person: Hood & Duct: to Special Instructions: Se .,.,, . ' K, Phone No.: . r Monitor: L 4-,I IAA Pre -Fire: - - - !J f ytn 1- c , a44-t - bit... Occupancy Type: , w. .. . k .4r .... ... • , lc■ r ; . t • Project: Sprinklers: Y Type of Inspecti n: f Address: —" .�y5 �- Suite #: . r/ ►$1 S.C. Contact Person: Hood & Duct: to Special Instructions: N Phone No.: . r Monitor: Needs Shift Inspection: V Sprinklers: Y Fire y Hood & Duct: to N Monitor: L 4-,I IAA Pre -Fire: - - - !J f Permits: Aj Occupancy Type: s i1 +.:: a.°w?+' 9rs'ra'rc� . INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Dtty 9V? ,PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 . 206 -575 -4407 Approved per applicable codes. n Corrections required prior to approval. Inspector: IC 5 ( ( fi r Date: 7/074h Hrs.: M/ $80.00 REINSPECTION. FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 - " 2.4 Project: e- Stklt)5 Type of Inspection: ...r. A- Address: Suite #: ..57"'( s . C... t'►'1 0rLC� Contact Person: Spedal Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Are Alarm: Hood & Duct: Monitor: Pre - Fire: Permits: Occupancy Type: ar ±5ti8rr•.s; ,^Y!twM".YsS srr'+zv;N✓2K'!i e:'�M,'1 ti.Mn:'k,U' 6::«:+.iM�m a;f+vt p.. Rs4,644:F.a*au iw ,, et. .- •�tiv.- :+;..:s.,'y"rd •r 3 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 VI -Approved per applicable codes. n Corrections required prior to approval. COMMENTS: . A- , o L_ {C Inspector: spy Date: • 7 / / 7/' f3 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Projec�t:� �� C: - 3 to Fire Alarm: Type of Inspection: H Lib/to ou-e it, Address: Suite #: '-1/s-- S . c . L. Contact Person: Special Instructions: . , Phone No.: t.12-c - 726 - ?©t ii Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: r,t k.. 17:. t4 Ar.c tiia :'Mw.`i ° 4.w.z ra .►;+.+Y�c.is ?;3hA�7!}u`�R ' ..—.' + F: ISy-C C fi✓ a' irsei ^ast".w:�t t.. +]V ..titr • 'sti. '1 414 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT proved per applicable codes. INSPECTION RECORD Retain a copy with permit • 9..S e 2 $ PERMIT NUMBERS n Corrections required prior to approval. COMMENTS: %Nee) bfr-pt, 93O ate . f . 01 SE, 1130 gd-o '5. pectin.: A., ty Date:. 69 /eig • Hrs.: r rs.. n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 Project: C,ry SA, Sprinklers: Type Inspection: Address: Sys -5 , Suite #: e. M. Contact Person: Special Instructions: Occupancy Type: Phone No.: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Y,` s�'[:YiYwYJA�i:'.:`I:YfR.'3.11 = -� t�S✓�:MbJ -".s X4,1.:'!4'"" 44,4 - r< .{SY!L�l7r� • INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 6$- S - Z49 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 • 206- 575 -4407 Approved per applicable codes. COMMENTS: w . &f , O te- . r Inspector: Alh.fri /51l. Date: 6 'Irs r— F. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoi0 from e City of Tukwila Finance Department. Call to schedule a reinspection. • Word /Inspection Record Form.Doc 1/13/06 Corrections required prior to approval. T.F.D. Form F.P. 113 rte_ MM./ _ GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION August 13, 2008 KA No. 066 -08181 Permit No. D08 -247 Mr. Jim Hardcastle Hardcastle Construction PO Box 617 Washington, OK 79093 RE: In Process Inspection Report Kathy Jeans Tukwila, WA Dear Mr. Hardcastle, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila ' a1 & ASSOCIATES, INC. RECEIVED AU6 1 9 2008 DEVELOPMEN Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08181 Break Krazan & Associates, Inc. 922 Valley Avenue NW, Suite 101, Puyallup, WA, 98371, (253) 939 -2500 Project No. 066 -08181 Cyl. Code 80965 Pour Date 7/2/2008 Report No. 20992 Weather Sun Project Kathy Jeans Location 545 Southcenter Mall Client Hardcastle Construction Inspector John Maggard Laboratory Data 80965 -4 H 80965 -5 80965 -6 80965 -7 80965 -7 Remarks Results Reviewed By Jurisdiction City of Tukwila Permit No. D08 -247 Engineer Architect Contractor Hardcastle Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15am M091 941730 3.5 58 50 Placement Area Location Closure Strip Remarks Please refer to field report #64330 Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80965 -1 7/9/2008 7 4.017 12.68 45375 3,580 MT 80965 -2 7/30/2008 28 4.008 12.62 54525 4,320 MT 80965 -3 7/30/2008 28 4.008 12.62 59630 4,730 MT Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +/- 8% Fenn 03101 Revision 3 Effective Date 5/12104 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any formal without the written permission of the client and Krazan a Mandates. Reported Batch Data Design Actual Weights Weights Mix No. 04C4A 04C4A Cem. lbs. 1123 1255 F. Ash lbs. C. agg. lbs. 1 3733 3920 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2569 2640 Water lbs. 145 135 Air Ent. (oz) 13 13 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 3: Cone & Shear 4: Shear 5: Columnar (Split) Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming Jfl & ASSOCIATES, INC. July 14, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION Mr. Jim Hardcastle Hardcastle Construction PO Box 617 Washington, OK 79093 RE: In Process Inspection Report Kathy Jeans Tukwila, WA Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila RECEIVED JUL 25 20061 COMMUNITY DEVELOPMENT KA No. 066 -08181 Permit No. D08 -247 Dear Mr. Hardcastle, Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08181 Break I tlaLm. VI rsO0uh.IaL03 , III. Pr9jectlJo. 066 -08181 Cyl. Code 80965 Pour Date 7/2/2008 Report No. 20992 Weather Sun Jurisdiction City of Tukwila Permit No. D08-247 Project Kathy Jeans Location 545 Southcenter Mall client Hardcastle Construction Field Data Concrete X Other Supplier Miles Placement Area Location Closure Strip Inspector John Maggard Laboratory Data CYLINDER REPORT Plant No. 201 Remarks Please refer to field report #64330 aLL vauey "Venue wvv, JUILC IV I, ruyanup, vvr►, 0041 I, 1L .)) VJU'LIVV Engineer Architect Contractor Hardcastle Construction Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 7:15am M091 941730 3.5 58 50 Reported Batch Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80965 -1 7/9/2008 7 4.017 12.68 45375 3,580 MT 80965 -2 7/30/2008 28 80965 -3 7/30/2008 28 80965 -4 H 80965 -5 80965 -6 80965 -7 80965 -7 Remarks Results Reviewed By Date Reviewed Design Actual Weights Weights Mix No. 04C4A 04C4A Cem. lbs. 1123 1255 F. Ash lbs. C. agg. lbs. 1 3733 3920 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 2569 2640 Water lbs. 145 135 Air Ent. (oz) 13 13 Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Codes for Break Types: 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Re/tabu 3 Effective Date 5/12/04 The information provided on this report is prepared for the exclusive use of the Went. This report may not be reproduced In any format without the written permission of the Went and Krazan & Associates. Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non- Conforming • - •el MN • July 21, 2008 GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING c CO G N ` WOCTION TESTING & INSPECTION � 25 1"1 • pN Mr. Jim Hardcastle Hardcastle Construction PO Box 617 Washington, OK 79093 RE: Special Inspection Kathy Jeans Tukwila, WA Dear Mr. Hardcastle, In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors from June 27 through July 2, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila aZaIl & ASSOCIATES, INC. Offices Serving The Western United States KA No. 066 -08181 t 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08181 DFR 1 ....... "�' I( 1 ' a.ZiITi. & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: [9 - (0 2 7 OS" PROJECT #: 066 © -- 61$1 PROJECT: thy �JPA,h h©e..S LOCATION: SP* Adee,,ll KRAZAN PROJECT MANAGER: [r= �• repiew b � r�7:� c�-. la c kv es tfl1- ,,, d , s esuc h), .rila j e9.0 . < 1z �p V a rt' t"ere c ed V ,/64- ci/ C '> r tr r . 11) diSCAWS5 D ,T ('a7` )6, / 7" Re - i e S ciln e A LA,. 16► ea LZ' 14 5 r C l ra / _ / .� I i I 1. _ Lr� I �i/ 4 3 A .,c) /Wed Equipment/Asset Number(s): To the best of my knowledge, the above- WArstWA3id8T performed in accordance with the approved plans, specifications, and regulatory require - irfawm Pay Superi een ont resen /501 Field Report.doc Serving the CONTRACTOR: c c ile. Cans t • JURISDICTION: (.;'y/ _' uA14744 PERMIT #: 003 INSPECTOR:m 1l1(1 tk . WEATHER: ( /P :rAu.#rrr)/ - 77e- 1� COs e.1151, sir ��l a Technic' - •• �__ stern nited "tates FIELD REPORT NO: 8 2 0 41 TEMP: ,S75 � ae ine i olcuir (C Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. � � -"1' az Z & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION PROJECT #: p&oLc+ — CAVS PROJECT: LOCATION: So v kAry e ,^v p C Q-A\ KRAZAN PROJECT MANAGER: E C DATE: �� [ CC1 vNC_CQ �Q � cr.YY1\` \v.P ice C oc. Vie C,.�,k � \c"-.- ( \P LL v� i;1■10‘e_e Gf Q A 5)-c hCP .vim ��r -�� c, �•., c 4- 6- e 4'\`,3 c Al1Q S Superintendent /Representative: \C IrcNoc\Norp c r &a. )c. � e Lc.) i\\ c'e - \\)c. — Oe\ -ce C�v 1501 Field Report.doc Equipment/Asset Number(s): CONTRACTOR: JURISDICTION: C i PERMIT #: INSPECTOR: U r„ ) WEATHER: 5. TEMP: CDo c, Technician: w FIELD REPORT NO: 6 4 3 3 0 To the best of my knowledge, the abov AS NOT performed in accordance with the approved plans, specifications, and regulatory requireml. Serving the Western U ' ited States C L-V% .ta X • fa -, c � V Revision 1 Effective Dater 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazam & Associates. CARUSO TURLEY SCOTT, INC. consulting structural engineers ; 1215 W. Rio Salado Pkwy Suite 200 Tempe, AZ 85281 (480) 774-1700 (480) 774-1701(FAX) CLIENT: Cathy Jean Shoes Job No. 08 -506 By DPL PROJECT: Cathy Jean Shoes - Shelvin Southcenter Mall 633 Southcenter Blvd Tukwila, WA 98188 FE' ri CtY KtVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2 Sheet No. 1 Date 6/2008 CQ Of Tukwila BUILDING DIVISION GENERAL INFORMATION: BUILDING CODE: 2006 International Building Code PERMIT CENTER pot 2L1 CITY TUKWILA ► Ill 19 200 a N 8 !Awn) G 4-7:E Q.4 ti F 7 5/ -r CARUS0 Rio Salado Executive Center TURLEY 130 South Priest Drive SCOTT Tempe, Arizona 85281 INC. T:480- 774 -1700 consulting F: 480-774-1701 structural engineers 5i75M /1/e%/ — ?3i t �l .7� I n1 <� _5r7e.la(fro 2' ( S /aUL..v //J e, ) 1 Legs 771''1 '-I 2c OF r Ce me/,(C 14E76 If // T 0r 7PiE Non! Ru /L /N! 5T4 c+t- 1rA+tE 4 -N`) 3uA/dP71 J 7 S( © At SAS ( 4 1) (/ 2 I 2 , 32(,(/0 -4) Z 2 63 Q. F (I o)0 . 9s) h1� r (I Z = D, 3 V W�, 6"171") ► (z/. -4 -F; , „ 6 /,10(0.954(/' ())Wr - 1.09 w F - D - 3 5 W ` _ d , 3 0.1Sv) 1. o) C w — o, Z w,, /.1 B A - e , g BTza S vES (woas� 0rs�> PEA), - /-o "(, n rrt (to �- � = S PS F �� - lOo # F 26,3 -*. 64/N1) 72; s" t s F (io )(7,) - e o > F Zc3 (wlN Job Name m/ 7,i 4.J 511ELY /,J4 Job No. a8 - Cob Sheet No. By ThP t— Date C lf 3.1 - ktvE '1_a („,.r, RO�S) - A -riN(, wr I �) '1}4 / aog {- O, k yl---ky°> yo (e0 , .7R0 , $) 7E,>± �N7r / a a tZ * /2/ s d-4ZE / — I ERP-rb L.Ae, 7 CARUSO TURLEY scorn INC. consulting structural engineers I/oo \ SG ws l.r 9- Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 - 774 -1700 F: 480-774-1701 ► It (v GME ' boor ✓ro -.'/ FnQ 7 E'NM/o/J r 7TNS/°A r yo° �-S=? - y= u — H 7 - 414_,14 o, ( o. N °s /1 p °'s = n / > Sfr ( 0 , s,/ G y (4,--) Job Name G4-j TCaIN) SNLV(N Job No. OB - 5D (9 Sheet No. By b t, Date II r /0 5r` t_vE - /3 G4//1e 17/ 7 e, Sr : -r (7£.c Mrt . '_o 7� we, S) / Al, s 17,l 4-71.1.) /0 7- - ki US 21 )O 3610-- s FRo,,A l3P_grt 7b S ' t F AA 27 /O S ctcl-ti 5 1 ? 6/24r -i= re RN/STRI r P Soov CARUSO TURLEY SCOTT INC. consulting structural engineers &Arc - } ER P 7a 7)r, Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 -774 -1700 F: 480-774-1701 V —4 7 A-p _ c0 14 = SZ er-F r o �) Job Name iR-rzr y TFA-N Job No. Pig - Soca By - 3).P t- M /1..b 3 r - � Sheet No. Date sh- Lvf »( 'T= 799 # gypsy# Ho 3 ' ° v - o 7 . 111 -71 Kwfie 73-i7` T 'i y ta'PA ,JS ,001 ,4AU(✓ EM4el> 0 4" 0 OS& r ! (33,oao /c1)fa- �l 5 - 2 4 ( 0 g - - - ) 5ctfti j RtA rtMt ) 512-4- X(a.75 J lc) L1(�1�� q il 144E I A 'I '7? )G 4 Ati re/p(., W' 1 7.4 - ' (I y 1 -f w orr L ht#.4 b -N U CARUSO TURLEY SCOTT INC. consulting structural engineers 732 10 - t s r1 nl L S-+ti qM 5 P AA= v MA Rio Salado Executive Center 130 South Priest Drive Tempe, Arizona 85281 T: 480 -774 -1700 F: 480-774-1701 Loh) = ` Z�� l 2-190 r.7 �t p = ZPo � o ry = ()3►o -7D, -7Yo.T) , 4 + ( c 45g w4tsr-evrr 7r000 / , (A, /0 0./1Zo}L) 2) u 01.t P1-79‘ GGAMI'S /4-7 t✓Ar a/ X 411 Job Name effril Join/ Sift Job No. 015- s Sheet No. By L Date Architectural Component or Element I a p e R Interior Nonstructural Walls and Partitions" Plain (unreinforced) masonry walls 1.0 1.5 All other walls and partitions 1.0 2.5 Cantilever Elements (Unbraced or braced to structural frame below its center of mass) Parapets and cantilever interior nonstructural walls 2.5 2.5 Chimneys and stacks where laterally braced or supported by the structural frame 2.5 2.5 Cantilever Elements (Braced to structural frame above its center of mass) Parapets 2.5 Chimneys and Stacks 0 2.5 Exterior Nonstructural Walls" 2.5 Exterior Nonstructural Wall Elements and Connections Wall Element . 1.0 2.5 Body of wall panel connections 1.0 2.5 Fasteners of the connecting system 1.25 1.0 Veneer Limited deformability elements and attachments 1.0 2.5 Low deformability elements and attachments 1.0 1.5 Penthouses (except where framed by an extension of the building Lame) 2.5 3.5 Ceilings All 1.0 2.5 Cabinets • Storage cabinets and laboratory equipment 1 A �x (2.5 Access Floors Special access floors (designed in accordance with Section 13.5.7.2) 1.0 2.5 All other I.0 1.5 Appendages and ornamentations 2.5 2.5 Signs and Billboards 2.5 2.5 Other Rigid Components Vl Vl Vl V') Vl Vl C', N- M N- High deformability elements and attachments Limited defounabilily elements and attachments . Low deformability materials and attachments Other Flexible Components • High deformability elements and attachments Limited deformability elements and attachments Low deformability materials and attachments 13.4.3 Installation Conditions. Determination of forces in attachntents shall take into account the expected conditions of installation including eccentricities and prying effects. 13.4.4 Multiple Attachments. Determination of force distribu- tion of tito liiple attachments al one location shall take into account the stiffness and ductility of the component, component supports, attachments, and structure and the ability to redistribute loads to other attachments in the group. Designs of anchorage in concrete in accordance with Appendix D of ACI 318 shall be considered to satisfy this requirement. 13.4.5 Power Actuated Fasteners. Power actuated fasteners shall not be used for tension load applications in Seismic Design Categories D, F, and F unless approved for such loading. 13.4.6 Friction Clips. Friction clips shall not be used for anchor- age attachment. 13.5 ARCHITECTURAL COMPONENTS 13.5.1 General. Architectural components, and their supports and attachments, shall satisfy the requirements of this section. Appropriate coefficients shall be selected from Table 13.5 -1. EXCEPTIONS: Components supported by chains or otherwise sus- pended flout the structure are not required to satisfy the seismic force and relative displacement requirements provided they meet all of the fol- lowing criteria: 146 TABLE 13.5 -1 COEFFICIENTS FOR ARCHITECTURAL COMPONENT I. The design load for such items shall be equal to 1 A times die ('per. acing we gill acting down with a simultaneous horizontal load equal to 1.4 tit tes the operating weight. The horizontal load shall be ap- plied in the direction that results in the most critical loading for design. 2. Seismic nteraction effects shadI be considered in accordance with Section 3.2.3. 3. The cunt ection to the structure shall allow a 360' range of motion in the ho izontal plane. 13.5.2 Forces and Displacements. All architectural compo- nents, and their supports and attachments, shall be designed for the seismic forces defined in Section 13.3.1. Architectural components that could pose a life- safely haz- ard shall be deigned to accommodate the seismic relative dis- placement requirements of Section 13.3.2. Architectural compo- nents shall be designed considering vertical deflection due to joint rotation of cantilever structural members. 13.5.3 Exteriol• Nonstructural Wall Elements and Cornice- lions. Exterior ! nonstructural wall panels or elements that are at- tached to or enclose the structure shall be designed to accommo- date the seismic relative displacements defined in Section 13.3.2 and is due to temperature changes. Such elements shall be supported by means of positive and direct structural supports or by cal connections and fasteners in accordance with the following requirements: "A lower value for a shall not be used unless justified by detailed dynamic analysis. The value for u„ shall not be less than I.00. The value of u = I is for rigid components and r igidly attached components 'I - le value of o = 2.5 is for flexible components and flexibly attached components. See Section I I.2 for definitions of rigid and flexible. t ' Whale flexible diaphragms provide lateral support for concrete or masonry walls and pat titions. the design forces for anchorage to the diaphragm shall be as specified in Section 12.1 1.2. ASCE 7 -05 Design Thickness iii !• ;t •••,1-,'-,..1- Are WeIghl 11 . --, .,, ..,•,,,, ,i; p, .: ' !:;GI .. 1xx 8k41 IN - lyy. fly ili' . lii' . Ili , ,tAr'•:--1-44. init,-,11..'is : l f : py , ::LI,q,.. -14 - .:!--.1.,,4 i 66114 'IXii :- Sid( 1140; • .' VA •'. 1 L .,. :11 l'',.• ' '. '-"`,': :. Hi goitah8Rob.,1. . )., . ■ i c . .. ;..■ t, . ixx . Sxx . hm. • Va Ycg 1 '''.•‘• . '. .i, I .: ) ., .0 ,1 Ct1/ ' t ' , .; ::''. ' '' ''. 1 1 1 1 ' . ' r :':' ' X1::: HO, .: 4001125.18 0.0188 . 0.122 0.42 0.300 0.145 1.566 0_017 0 373 0 243 0 072 1 43 146 2.634 0.014 0.052 -0.647 1.735 0.861 4001125-27 0.0283 0.184 0.63 0.449 0.217 1.562 0.025 0.372 0 380 0 156 3 08 494 2 306 0 049 0 077 -0 641 1 729 0.862 4001125-30 0.0312 0 203 0 69 0 495 0 239 1 562 0 028 0 371 0 427 0.176 3.49 661 2.289 0.066 0.085 -0.640 1.729 0.863 4001125-33 0.0346 0.225 0.76 0.549 0.265 1 563 0.031 0,371 0.484 0.201 3.97 901 2.272 0.090 0.094 -0.639 1.728 0.863 4001125-43 0.0451 0.293 1.00 0.716 0.344 1.563 0.040 0 369 0 666 0 282 5.57 1777 2.227 0.198 0.422 -0.635 1.727 0.865 4001125-54 0.0566 0.367 1.25 0.904 0 431 1.569 0 049 0 366 0 882 0 381 7.53 2799 2.191 0.849 0.359 10.74 3446 2.234 0.392 0.153 -0.631 1.730 0.867 4001125-68 0.0713 0.462 1.57 1.150 0.541 1.577 0 061 0 363 1 150 0.517 10 22 3664 2 159 1 134 0 488 14 62 5468 2 202 0 783 0 193 -0 627 1.736 0.870 4001150-27 0.0283 0.198 0.67 0.509 0.246 1.602 0.042 0.464 0.409 0.154 3.04 494 2.420 0.053 0.127 -0.834 1.864 0.800 4001150-30 0.0312 0.218 0.74 0.561 0 271 1.603 0.046 0.461 0.458 0.183 3.61 661 2.359 0.071 0.139 -0.833 1.864 0.800 4001150-33 0 0346 0 242 0 82 0 622 0 300 1 603 0 051 0 460 0 519 0.208 4.12 901 2.342 0.097 0.154 -0.831 1.863 0.801 400[150-43 0.0451 0.315 1.07 0.811 0.390 1.604 0.066 0.458 0.719 0.293 5.80 1777 2.294 0.214 0.200 -0.827 1.862 0.803 4001150-54 0.0566 0.396 1.35 I 025 0 489 1 610 0 082 0 456 0 960 0 399 7 89 2799 2 253 0 918 0.374 11 19 3446 2 301 0 422 0 251 -0 823 1 865 0.805 4006150-68 0.0713 0.498 1.69 1.306 0.615 1.619 0.402 .0.453 4.286 0.548 4082 3664 2 214 1 237 0 513 15 35 5468 2 264 0 844 0 318 -0 818 1 870 0 808 400T200-33 0.0346 0.277 0.94 0.768 0.371 1 666 0 113 0 639 0 581 0.220 4.34 901 2.469 0.110 0.335 -1.240 2.173 0.674 4001200-43 0.0451 0.360 1.23 1.002 0.482 1.668 0.146 0.637 0.811 0.311 6.14 1777 2.418 0.244 0.435 -1.235 2.171 0.676 4001200-54 0.0566 0.452 1.54 1.268 0.604 1.675 0.182 0.635 1.093 0.426 8.42 2799 2.374 1.037 0.397 11.88 3446 2.426 0.483 0.549 -1.231 2.173 0.679 4001200-68 . ,. .... 0.0713 . , : 0.569 1.94 1.617 0.761 1 685 0 227 0 632 1 485 0 591 11 68 3664 2.327 1 412 0 549 16 42 5468 2 385 0 965 0 699 . -1 226 _ . . 2.178 . .. 0.683 . , 5501125-27 0.0283 0.226 0.77 . 0.948 0.336 2.046 0.027 0.348 0.636 0 207 4 09 357 3 337 0 060 0460 -0 550 2 15 0.935 5501125-30 0.0312 0.250 0.85 1.045 0.370 2 046 0.030 0 347 0 931 0 252 4 97 478 3 223 0.081 0 176 -0 549 2 147 0 935 5501125-33 0.0346 0.277 0.94 1.159 0.410 2 046 0.033 0 346 104? 0.312 646 652 3 094 0 110 0 194 -0 547 2 146 0.935 5501125-43 0.0454 0.360 1.23 1 510 0 533 2 047 0 040 0 344 1 417 0.451 8. 94 1442 2.994 0 244 0 251 -0 544 2 146 0.936 5501125-54 0.0566 0 452 1 54 1 903 0 668 2.052 0 053 0 342 1.861 0 602 11 89 2799 2 949 I 800 0 572 17.13 2859 2.997 0.483 0.314 -0.540 2.149 0.937 5501125-68 0.0713 0.569 1.94 2.412 0.839 2.058 0.066 0.339 2.412 0.807 15.95 4442 2.013 2.379 0.769 23.02 5468 2.960 0.965 0.395 -0.536 2.154 0.938 5501150-27 0.0283 0.241 0.82 1.059 0.376 2.098 0 046 0 436 0 893 0 207 4 10 357 3 460 0 064 0 262 -0 724 2 262 0 898 5501150-30 0.0312 0.265 0 90 1 168 0 414 2 098 0 050 0 435 0 995 0.251 4.96 478 3 349 0 086 0 288 -0 723 2 262 0 898 5501150-33 0.0346 0.294 1.00 1.295 0.459 2.099 0.055 0.434 1.115 0.310 6.12 652 3.224 0.117 0.319 -0.721 2.261 0.898 5501150-43 0.0451 0 383 430 1 688 0 596 2 099 0 072 0 432 1 516 0 468 9 25 1443 3 066 0 260 0 412 -0 717 2 260 0 899 5501150-54 0 0566 0 480 1 63 2 128 0 747 2 105 0 089 0.430 2 005 0 628 12 41 2799 3 020 1.928 0 595 17 81 2859 3 072 0.513 0.517 -0.714 2.264 0.901 550150-68 0.0713 0.605 2 06 2 699 0939 2 112 0 110 0 427 2 660 0.850 4680 4442 2 974 2.569 0.804 24 07 5468 3 029 1 025 0 652 -0 710 2.269 0 902 5501200-33 0.0346 0.329 .412 1.567 . 0.555 2.184 0.123 0.01 1.246 .10.207 . -6.06 652, 3.453 .. • . - • 0.131 0.692 -1.097 . 2.52- 0.810 . 5501200-43 0.0451 0.426 146 2.043 0.722 2.185 , 0.160 0.611 1.690 0.495 979 . 1443 . ..3.209 ' '• ' . • • . 0.290 0.698 -1.093 2.52 0812 5501200-54 00566 0537 183 2578 0905 2191 0.199 0.609 2.253 0669 13.21 '. 2799 3,158 2.163 0.63 18 86 2859 2_215 0.573 1.129 -1.089 2.52 • 0.814 550T20068 0 0713 0 676 230 3 274 1 139 2200 0,248 0.606 3 027 . . , . 0944 .„. ... 1806 . . .... 4442 3 103 2 894 0 857 .„ 25 67 . 5468 3 166 4446 1.428 -1.064 253 0816 6001125-27 0.0283 0.241 0.82 1.168 0.381 2 204 0 028 0 340 • 1 041 ' 0 225 ' ' 4 44 . 327 3 693- 0 064 0 195 -0 525 2 291 0.948 6001125-30 0 0312 0 265 0.90 1 288 0 419 2 204 0 031 0 340 1 159 0 272 5 37 438 3 573 0.086 0.214 -0.524 2.291 0.948 6001125-33 0.0346 0.294 1.00 1 428 0 465 2 204 0 034 0 339 1 297 0 335 6 62 597 3 438 0.117 0.237 -0.523 2.291 0.948 6001125-43 0 0451 0 383 1 30 1 861 0 60 2 205 0 044 0 337 1 750 0 515 10 17 1321 3 244 0.260 0.306 -0.519 2.290 0.949 6001125-54 0.0566 0 480 1 63 2 344 0 756 2 209 0 054 0 335 2 294 0 685 4353 2617 3 202 2 221 0 653 19 55 2617 3 250 0 513 0 383 -0.516 2 293 0 949 6001125-68 0.0713 0.605 2.06 2.969 0.950 2.215 0.067 0.332 2.969 0.916 18.09 4442 3.164 2.930 0.874 26.17 5251 3.211 1.025 0.481 -0.512 2.298 0.950 6001125-97 0.1017 0.862 2.93 4 281 1 347 2 228 0.092 0 326 4,281 4 347 30.43 7850 3.178 4.281 1.347 40.33 11124 3.178 2.973 0.681 -0.504 2.308 0.952 6001150-27' 0.0283 0.255 0.87 1.300 0.424 2.260 0.047 0.427 1.109 0.225 4.46 327 3.819 . 0.068 .0.319 -0.694 2.402 0.917 600150-30 0.0312 0.281 0.96 1.433 0.467 2.260 0.051 0.427 1.235 0.272 5.38 438 3.701 0.091 0.351 -0.693 2.4112 0.917 600115033 00346 0.311 1.06 1 590 0 517 2 260 0 057 0.426 1 365 0335 . 6_61 597 3.569 0.124 0.389 -0.691 2.401 0.917 6001150-43 0.0454 0.405 136" 2072 ! 0.673 • 2264 0 073 ..' 0424 1.868 0.534 -' 1055 ! 1321 ' 3.321- 0.275 0.503 -0687 2.400 0.918 6001150-54 00566 0509 133 2 611 0 843 2 266 0 09i 0 422 2 464 0 714 14.11 2617 3274 2.374 0.678 20.30 2617 3.327 0.543 0.630 -0.684 2.404 0.919 6001150-68 0 0713 0.641 2 18 2 309 1.059 227 0 113 0 419 3.262 0 963 1903 4442 3 227 3 154 0.943 27.34 ' 5254 3.282 1.086 0.794 -0.680 2.409 0.920 6001150-97 0.1017 0913 3.11 4.778 . 1.504 2.288 0.156 0.413 4.778 1.504 29.71 7850 3 178 4.778 1.444 43.23 11124 3.222 3.148 1.131 -0.672 2.420 0.923 6001200-33 0.0346 0 346 118 1 913 0.622 2.352 0.126 0.604 1.542 0.333 6.59 597 3.803 0.138 0.845 -1.057 2.648 0.841 6001200-43 0.0451 0 451 1 53 2 494 0 809 2 353 0 163 0 602 2 076 0.565 11.16 1321 3.469 0.305 1 095 -1 053 2 647 0 842 6001200-54 0.0566 0.565 1.92 3.145 1.015 2.359 0.203 0.600 2.759 0.759 15.00 2617 3.416 2.641 0.717 21.48 2617 3.475 0.604 1.376 -1.049 2.650 0.843 600T200-68 0.0713 0.712 2.42 3.990 1.277 2.367 0.254 0.597 3.696 1.034 20.42 4442 3.360 3.540 0.973 29.12 5251 3.424 1.206 1.739 -1.045 2.656 0.845 600T200-97 0.1017 1.015 3.45 5.773 1.816 2.385 0.354 0.591 5.773 1.667 32.95 7850 3.276 5.558 I 568 46 94 11124 3 345 3 499 2.496 -1.036 2.667 0.849 Section Properties Structural (T) Track Section Properties ' Web-height to thickness ratio exceeds 200 Web stiffeners are required at all support points and concentrated loads See Section Properties Table Notes on page 6. Steel Mils Thickness Desk n. in Sig! I?fi3peftles' .F , ksi :.: Fu ksi . , I' 0h11ii$1 ,.Weld..Size., A1ldVlabld,_ . Load lb/in... 43 0.0451 33 . 45 1 /16 609 54 0.0566 33 45 3/32 764 68 0.0713 33 45 1/8 963 97 0.1017 33 45 1/8 1373 118 0.1242 33 45 1/8 1677 54 0.0566 50 65 3/32 1104 68 0.0713 50 65 1/8 1390 97 0.1017 50 65 1/8 1983 118 0.1242 50 65 1/8 2 422 Screw Table Notes 1. Screw spacing and edge distance shall not be less than 3 x d. (d = Nominal screw diameter) 2. The allowable loads are based on the steel properties of the members being connected, per AISI section E4. 3. When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. 4. The nominal strength of the screw must be at least 3.75 times the allowable loads. 5. Values include a 3.0 factor of safety. 6. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI A 5.1.3. 7. Penetration of screws through joined materials should not be less than 3 exposed threads. Screws should be installed and tightened in accordance with screw manufacturer's recommendations. Allowable Loads for Screw Connections (lbs /screw) sWel: I,.�wUMtls,� 18 27 30 33 43 54 68 4h41 s4 We 6.1ifI 0.0188 0.0283 . 0.0312 0 0346 0.0451 0.0566 0.0713 7 124 9 � ''156 557 196 s. J18 66 39 121 59 141 65 164 72 ' 244 94 344.,.,.,., NI 4 s fib , 60 33 111 50 129 55 151' 61 - 224 79 Weld Table Notes 1. Weld capacities based on AISI, section E2 2. When connecting materials of different steel thicknesses or tensile strength (F the lowest applicable values should be used. 3. Values include a 2.5 factor of safety. 4. Based on the minimum allowance load for fillet or flare groove welds, longitudinal or transverse loads. 5. Allowable loads based on E60xx electrodes. 6. For material less than or equal to .1242" thick, drawings show nominal weld size. For such material, the effective throat of the weld shall not be less than the thickness of the thinnest connected part. Allowable Loads for Fillet Welds and Flare Groove Welds Nominal Anchor Diameter Embedment Depth ho (in.) Concrete Compressive Strenglh fc = 2,500 psi fc = 3,000 psi Pc = 4,000 psi fc = 6,000 psi Carbon Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel Carbon steel Stainless steel 3/8 2 ` 1,054. 1,086 1,155 1,190 1,333 1,374 1,633 1,683 1/2 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287 31/4 2,282 2,312 2,500 2,533 2,886 2,925 3,535 3,582 5/8 31/8 2,180 2,180 2,388 2,388 2,758 2,758 3,377 3,377 4 3,157 2,711 3,458 2,970 3,994 3,430 4,891 4,201 3/4 3 3/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833 4 3/4 4,085 4,085 4,475 4,475 5,168 5,168 6,329 6,329 Nominal Anchor Diameter Allowable Steel Capacity, Static Shear Carbon Steel Stainless Steel 3/8 1,669 2,661 1/2 2,974 3,194 5/8 4,901 5,495 3/4 7,396 9,309 Page 10 of 14 ESR -1917 TABLE 7 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL - WEIGHT CRACKED CONCRETE, CONDITION B (pounds) 3 For SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD In accordance with Section 4.2.1 Eq. (5) is required. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.60. 'Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 Section D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 8 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC SHEAR LOAD (ASD), (pounds) For SI: 1 Ibf = 4.45 N 'Values are or single anchors with no edge distance or spacing reduction due to concrete failure. Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 1.429 (Ss, Site Class B) 1.0 0.489 (51, Site Class B) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss, Site Class B) 1.0 0.507 (S1, Site Class B) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss, Site Class B) 1.0 0.470 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1:0 ,Fv = 1.511 Period Sa (sec) (g) 0.2 1.429 (SMs, Site Class D) 1.0 0.739 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Zip Code = 98188 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.511 (sec) (g) 0.2 0.952 (SDs, Site Class D) 1.0 0.493 (SDI, Site Class D) 4SSH M F 5 r .. bLf�i5 - WAP-ST L� � MaitiiiThth : Unbiaced Allowable Load height,. at 5idt Pace In ... , :Lbs :.iii= . . :: boliiiiiii Load Abpllted at 6:f3: ' k = l 65 k 8:80 K 0.0 K ,10- Ili - ., �b,Llis ,, ,Lbs . ,.;.,,Elks :r. 24 5,650 16,870 15,180 12,850 10,600 36 4,690 13,140 10,600 7,650 5,660 48 3,560 9,550 6,860 4,790 3,660 60 2,730 6,680 4,790 3,450 2,710 72 2,160 4,980 3,660 2,710 2,170 84 1,760 3,950 2,960 2,240 1,820 96 1,500 3,270 2,500 1,930 1,580 108 1,310 2,800 2,170 1,690 1,390 120 1,170 2,450 1,930 1,510 " 144 980 1,980 1,580 " " 168 850 1,670 1,340 ** *" 5d Vie" F - itiiii J, yi t Fit BEAM LOADIN Span In Max .DefL at Allowable Uniform Uniform Load Load Lbs in Uniform Loading at Deflection Span /180 Span /240 Span /360 Lbs Lbs . Lbs 24 36 48 60 72 84 96 108 1,170 120 1,050 144 880 168 750 192 216 240 5,260 3,500 2,630 0.03 5,260 0.07 3,500 0.12 2,630 5,260 3,500 2,630 2,100 0.18 2,100 2,100 1,750 0.26 1,750 1,750 1,500 0.36 1,500 1,470 1,310 0.47 1,310 1,120 750 0.59 1,170 890 590 0.73 960 720 480 1.06 670 500 330 1.43 490 370 240 660 1.88 370 280 190 580 2.35 300 220 150 530 2.95 240 180 120 5,260 3,500 2,630 1,920 1,330 980 COLUMN LOADING - P5000 ELEMENTS OF SECTION P5000/P5001 P5000 Parameter P5001 Area of Section Axis 1 -1 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) Axis 2 -2 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) 0.897 In 1.098 In" 0.627 In 1.107 In 0.433 In' 0.533 In 0.695 In 1.793 In 6.227 In" 1.916 In 1.864 In 0.866 In" 1.066 In 0.695 In t lr BEAM LOADING - P5001 Span . In Max Dail. at Allowable Uniform Uniform Load Load Lbs In Uniform Loading at Deflection Span /180 Span /240 Span /360 Lbs Lbs Lbs 24 36 48 60 72 84 96 108 120 144 168 192 216 240 6,890 * 6,890 ' 6,890 * 6,420 5,350 4,590 4,020 3,570 3,210 2,680 2,290 2,010 1,780 1,610 0.01 6,890 ' 6,890 * 6,890 * 0.02 6,890 * 6,890 ' 6,890 ' 0.05 6,890 * 6,890 * 6,890 * 0.10 6 6,420 _ 6,420 0.14 5,350 5,350 5,350 0.19 4,590 4,590 4,590 0.25 4,020 4,020 4,020 0.32 3,570 3,570 3,360 0.39 3,210 3,210 2,720 0.57 2,680 2,680 1,890 0.77 2,290 2,080 1,390 1.01 2,010 1,590 1,060__ 1.27 1,680 1,260 840 1.58 1,360 1,020 680 COLUMN LOADING - P5001 Maitiiiium . , tJ Iiraeed A'lldiNable Load IVlaxliiiuiit 08iumn.Load Anplled at did, Height ; at slot dace K = 0:65 K = 0.80 K =1:0 i( -1 :2 Lbs , ...L . Lite 24 10,670 39,230 38,030 36,210 34,240 36 10,350 36,450 34,240 31,200 28,260 48 9,940 33,220 30,200 26,430 23,190 60 9,290 29,950 26,430 22,470 19,380 _ 72 8,560 26,880 23,190 19,380 16,450 84 7,860 24,140 20,520 17,040 12,090 96 7,220 21,790 18,370 13,330 9,250 108 6,600 19,790 16,450 10,530 7,310 120 5,760 18,130 13,330 8,530 144 4,390 14,020 9,250 " 168 3,420 10,300 6,800 Notes: * Load limited by spot weld shear. ,. > y 200 1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support. 2. Long span beams should be supported in such a mariner as to prevent rotation and twist. 3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8. 4. See page 61 for lateral bracing reduction charts. 5. For Pierced Channel, Beam Load Values in the tables are multiplied by the following factor: "T" Series...85% "K0" Series .. 95% "SL" Series...85% "HS" Series .. 90% ______ _ � „. Lateral Byacing i0Gd Reduction Charts Lateral Bracing Factors Span Single Channel Ft. (m) In. (cm) p1000 p1100 P2000 P3000 P3300 P4000 P4100 P5000 P5500 2 24 1.00 1.00 1.00 1o0 1o0 1.00 1u0 0.98 0.9* - !/�/ 61.0 _-_ - _--- __________ �_____ ----' ____ _____ _--- ---- -. -- 3 36 0.94 0.89 0.88 0.86 • 1.00 0y4 0.98 0.85 0.89 - ��7 91.4 _ _ _ _ __ _.___ _ __ __- -__-'__-- - _ 4 48 0.88 0.78 075 0.91 1.00 0.08 0y4 0.70 0.77 1.22 121.9. - -'-- 5 60 0.82 0.68 - _-__-__- _ ��_-------��_''_''�����----- o�o o�on o�oo o�uo o�n1 n�nu u�or 1.52 !��� - _ • '----__' • - - _- - -- - '- '-- 6 72 0.78 0.59 0.48 0.84 0.97 oJy 0.89 0.44 0.58 _ 1.83 /«�. v _--- ----'- .. ___ .......... - .._ ..' - - - 7 84 0 75 0 52 0 41 0.82 0 96 0J5 0.86 0.38 0s1 . 2.13 21.3.4 -'- --__ - __ • 8 96 0.47 0.35 0.79 0.94 0J2 0e4 0.33 0.46 2.44 243.8 9 108 74 -_-_ �Z��g 0a9 0.43 � 0.32 077 0.93 0.69 0.82 0.30 0.42 - - __- P . 10 120 0.66 0.40 _ -- 0.29 0.75 0.92 0.66 0a0 0.28 0.40 3 05 304x __---'--'-- 12 144 0.61 0.36 -'- _ __ '____--_ .... ---'_--_-_-__-- 0.25 0.70 0.89 oao 0.76 0.24 0.36 3.66 365.8 __ --__ __ ___ 14 168 0.55 0.32 ------- 0.23 0a6 0.86 0.55 0.73 0.22 0.32 _-- - -_- _ 0.51 030 __ __- 0.e1 0.62 0.84 0.50 0.69 0.21 0.30 16 192 4.e8 487.7 18 216 _ ____---_' 0.47 0.28 01e 0.58 0.81 0.47 0a5 019 0.28 __ 4.l_ 548 6 ___ ___'___ --_-___ _ ______ -- -- ---' 20 240 0.44 • 0.26 0.18 0a4 0.78 0.43 0.61 0.18 0.26 am 609.6 ' ' . ' . � . ' '' • . . . .- ' [�o�|8ru�h�'Fm�� /� '- � � Span Double Channel Ft. (m) In. (cm) p1001 P1101 p2001 p3001 P3301 p400 P4101 p5001 p5501 2 24 1.00 1o0 1.00 1o0 1.00 1.00 1.00 1o0 -- '_ 0 . 61 _---- 61 . 0 . 1.00 --�_--' _ _ -- ____ 1o0 1.00 1.00 1.00 1o0 1.00 1.00 3 36 1.00 1.00 - __ _0_ 91.4 • - _-_ -'--- 4 ----- � 4 48 1/0 0.98 0.98 1z0 1o0 0.98 1.00 0.97 0.98 _ .1 22 1 21 9 .. 5 60 0.97 0.93 0a2 0.98 `um 0.93 0.96 0.90 0.93 , a? /oz/ 6 72 0.93 0.87 0.85 0.95 0.97 0.88 0.92 0.83 0.87 1.83 182.9 ____- - -- -- - - 7 84 0.89 0.82 0.78 0.92 0.95 0.83 0.89 0.76 0a1 _ _2.13 213.7 - -' ' --- ' 8 96 0.85 0.76 __ _____ 0.71 0.88 0.92 0.79 0.68 0.76 _ - 2.430 243.8 '--_' _- ___ - -_-__-_-�_--_'- 9 108 0 8 0.70 0 6 0 85 0 9 0.74 0.81 0a1 0.70 -_-_?• 7 .1. __ . - - __ '-- -. 274 . 3 --'--_---- 10 120 0.78 0.65 - -- ___ 0.57 0.82 0x7 0.69 0.78 0.54 0.64 -- 3.05 _____ 304_.8 �_--- -- • --' ' - '-- 0.45 oJs 0.82 0.60 0.71 0.43 12 144 0.70 0.54 0.53 -- ' 3.66 365.0 ------- - �----- - -- - '- 14 168 --- -_'- 0.63 0.45 ---_ ______ _ 0.38 0.70 0.78 0.51 0.64 0.35 0.45 __ _j./u �26.7 - ' _ - -'__- _____-- _ _ _ _ 16 1e2 _ - 0 5 non -' 0 3 nVw 0 7 0.44 0.57 0.30 0.39 _- 4.08 487.7 _ _ ___ _ _ -_ ' - - 18 216 0.49 0.34 0.28 0.58 0.68 0.3* 0.50 0.27 0.34 5 v» . 5486 20 240 0.44 0.31 0.25 0.52 0.63 0»5 0.45 0.2* 0.30 6 1 sn*n � �� ` -- •- - "rn/n,.� ~°~ ' ~ UNISTRUT ;Beam ,Clart�ps� P2824- 6, -9, -12 Clamp Requires 1 /2" Diameter Rod and 2 Hex Nuts (Sold Seperately) Part "A" Wt /100 pcs Lti01 Number In (mm) Lbs (kg) Lbs (kg) P2824 -6 2 - 6 125 500 63.5 152.4 56.7 226.8 P2824 -9 51/2 - 9 140 500 139.7 - 228.6 . 63.5 226.8 P2824 -12 8 -12 171 500 215.9 - 304.8 77.6 226,6 3 /1 6" (4.8) Wt /100 pcs: 92 Lbs (41.7 kg) 3 /e" Hex Nuts and "U" Bolt Included Design Load Each 1000 Lbs (453.6 kg) Use in Pairs Only • For use with Beams up to 3 ,5 " (19.1) Flanges and with Channels P1001, P1101, P2001, P3001, P5000, and P5500. • For use with Beams up to 3 /a" (19.1) Flanges and with Channels P1000, P1100, P2000, P3000, P3300, P3301, P4000, P4001, P4100, and P4101. P2785 P2787 UNISTRUT Wt/100 pcs: 83 Lbs (37.6 kg) 3 /6" Hex Nuts and "U" Bolt Included Wt/100 pcs: 112 Lbs (50.8 kg) 3 /6" Hex Nuts and "U" Bolt Included • For use with Beams up to 3/4" (19.1) Flanges and with Channels P5001 and P5501. Design Load Each 1000 Lbs (453.6 kg) Use in Pairs Only Design Load Each 1000 Lbs (453.6 kg) Use in Pairs Only Note When used for mechanical supports, load capacities of brackets and fittings should be in compliance with the American Standard Code for Pressure Piping. - Gefe F ittin 129. Location (floor/room no.) ' Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Saps F1 al x 2' 18 Z 7 l� 38(., 10014)11 It .� �a a1. c S-t Z I Y 4 1 /4 ts• . i s 3z. LEIS 6 I x 4 2 f4 ,,., l 5 l 4 I S M p 1 rAck ( e 4 ) Location (floor /room no.) Occupancy Description Allowed Watts per ft" Area In f Allowed x Area Salmi Pi Kam ! l I S l a 700 • CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form 2008 Washington state Nonresidential Energy Code Compliance Forma Maximum Allowed Lighting Wattage " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage Total Proposed Watts may not exceed Total Allowed Watts for Interior crtvn�c�x.n MAY 0 1 2008 TixA PERMIT CENTER FILE C ;PY Total Allowed Watts Interior Lighting Summary I TG_INT Revised July 2007 For Building epa ent Use Project Info Project Description Compliance Option Alteration Exceptions (check appropriate box - sec. 1132.3) Project Address 5g S. , LC / _ / M 4 it - rte tA , Li) pc go s-ce Applicant Name: Applicant Address: Applicant Phone: Date ❑ New Building 0 Addition ❑ Alteration ❑ Plans Lid .ed Refer to WSEC Section 1513 for controls and commissioning requirer!ients. MAY 2 8 2 o Prescriptive 0 Lighting Power Allowance 0 Systems Ma ni " st�s + „ (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces cleaiy on pl&r� ) Tulin ❑ No changes are being made to the lighting °vi W WI I% DIVI ❑ Less than 60% of the fixtures new, Installed wattage not increased, & space use not. changed. O REVIEWECt FOR CODE COMPLIANCE [ 0 9 7 Total Proposed Watts z L az Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T -8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For hard -wired ballasts only, the default table In the NREC Technical Reference Manual may also be used. For track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. fl�a SION z4� Use' LPA a (Wlst) Use' • • " s Automotive facility 0.9 Office buildings, office /administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) " 1.0 Convention center i .2 Penitentiary and other Group 1 -3 Occupancies 1.0 Courthouse 1.2 Police and fire stations° 1,0 Cafeterias, fast food establishments', restaurants/bars 1.3 Postoffice 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, day care centers 1.2 Gymnasia', assembly spaces' 1X Theater, motion picture 1.2 Health care clinic 1.0 Theater, performing arts 1.6 Hospital, nursing homes, and other Group 1 -1 and 1 -2 Occupancies 1.2 Transportation 1.0 HoteUmotel 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 marking garages 0.2 Laundnes 1.2 Libraries' 1.3 Plans Submitted Common Areas Only Manufacturing facility 1.3 Main floor building lobbies (except mall concourses) 1.2 Museum 1.1 Common areas, comdors, toilet facilities and washrooms, elevator lobbies 0.8 Prescriptive Spaces Occupancy: O Warehouses, storage areas or aircraft storage hangers Other Q lifi Qualification Checklist Note: If occupancy type Is 'Other and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations_ Lighting Fixtures: (Section 1521) a Check if 95 /o or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures which are non- lensed with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T -4, T -5, T =8 lamps, and d) hard -wired elect tronic dimming ballasts. Screw -in compact fluorescent fixtures do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps <= 150w c) electronic ballasts 3. LED lights. - CITY OF TUKWILA - BUILDING DIVISION 2006 Wasington State Nonresidential Energy Code Compliance Form Interior Lighting Summary (back) 2008 Washington State Nonresidential Energy Coda Compliance Forme ABLE 15 -1 Unit Lighting Power Allowance (CPA) Revised July 2007 ootnotes for 1 able 15- 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 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feel, 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 feel 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 150ft with full height partitions, a Unit Lighting Power Allowance of 1.10 wlft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 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 1.5 wlft 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. Cooling Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu/h Total CFM OSA CFM or Econo? SEER or EER IPLV Location - r..4-1.3 P 1 g 76 +S 1. 3 'jes Salts`s • RE-G IV CITY OF T IKIMIA MAY 0 f 2$88 PERMIT CENTER 1► ff NO el I Heating Equipment Schedule Equip. ID Brand Name' Model No.' Capacity Btu /h Total CFM OSA cfm or Econo? Input Btuh Output Btuh Efflciency4 - r..4-1.3 P 1 g 76 +S 1. 3 'jes Salts`s • RE-G IV CITY OF T IKIMIA MAY 0 f 2$88 PERMIT CENTER 1► ff NO el I Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP HP/BHP Flow Control Location of Service VFot - r..4-1.3 P 1 g 76 +S 1. 3 'jes Salts`s RE-G IV CITY OF T IKIMIA MAY 0 f 2$88 PERMIT CENTER 1► ff NO el I CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary MECH -SUM 2009 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007 Project Info Project Description Briefly describe mechanical system type and features. fides Plans Compliance Option Project Address 5 (is S C IA_ _ _ AAA. (A TL A<#. ; X4 ci LU k `I $18 F Applicant Name: C N f� -+'� Applicant Address: 1/_ � ( � Applicant Phone: sir Jbg For Building apt. Use Date ALE C `Y B EVkWE Ai r} Ga ) MAY 2 8 20 Include documentation requiring compliance with commissioning requirements, Section 1 41. �� �L _ -, . T " n Simple System Complex System Systems Analysis �VxlI ' I.UlPlb VIVI , (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & cbmplex 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. System Description If Heating /Cooling • Constant vol? ❑ Air cooled? ❑ Packaged sys? 0 <20,000 Btuh? See Section 1421 for full description of or Cooling Only: Split system? • • Economizer included? Simple System qualifications. If Heating Only: ❑ <5000 cfm? ❑ <70% outside air? CITY OF TUKWILA - BUILDING DIVISION 2006 Washington State Nonresidential Energy Code Compliance Form Mechanical Summary (back) MECH -SUM Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. <5000 <70% OSA Use Complex Systems (section 1430) ingie Package Unit? Econo ncluded? Simple System —♦ Allowed (section 1420) Air Cooled, Constant Vol? ••I Ca• <20,000 =tuh? otat Ca . wo economize <240,000 Btuh r 10 %? plit Syste < =84,000 Btuh? Outd or Adjacent to utdoo of Ca <54,000 Btuh? Heating Only Yes – Yes! C Reference Section 1421 J Heating/Cooling or Cooling Only Yes • Reference Section 1423 Ye Yes Complex Systems Refer to MECH -COMP Mechanical Complex Systems for assistance In determining which Complex Systems requirements are applicable to this project. Mechanical Permit - Plans - Checklist MECH -CHK 2C0B Washington Stale Nonresidential Energy Code Compliance Forms Revised July 2007 Project Address its S gr- AA. it TiA i la loR Ygtil Date 5 1l1.08 y 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 1411.4 Pkg. elec. htg.& clg. List heat pumps on schedule 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1411.1 Combustion htg. Indicate intermittent Ignition, flue /draft damper & jacket loss ` 1412 HVAC controls s 1412.1 Temperature zones Indicate locations on plan A 1 iA ycs 1412.2 Deadband control Indicate 5 degree deadband minimum J �'` " 1412.3 Humidity control Indicate humidistat 1412.4 Automatic setback Indicate thermostat with night setback and 7 diff. day types 1412.4.1 Dampers Indicate damper location and auto. controls & max. leakage 1412.4.2 Optimum Start Indicate optimum start controls 1412.5 Heat pump control Indicate microprocessor on thermostat schedule 1412.6 Combustion htg. Indicate modulating or staged control 1412.7 Balancing Indicate balancing features on plans M_ 1412.8 Ventilation Control Indicate demand control ventilation for high - occupancy areas 1422 Thermostat interlock Indicate thermostat interlock on plans 1423 Economizers Equipment schedule • 1413 AIr economizers 1413.1 Air Econo Operation Indicate 100% capability on schedule 1413.1 Wtr Econo Operation Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 Water Econo Doc Indicate cig load & water econoe & clg tower performance 1413.3 Integrated operation Indicate capability for partial cooling 1413.4 Humidification Indicate direct evap or fog atomization w/ air economizer 1414 Ducting systems 1 t 3 1414.1 Duct sealing Indicate sealing necessary m_ 1 Y es 1414.2 Duct insulation indicate R -value of insulation on duct YES 1415.1 Piping insulation Indicate R -value of insulation on piping 1416 Completion Requirements 1416.2.1 Commissioning Provide commissioning plan 1416.2.2 -3 Sys.Bal & Func.Test Indicate air and water system balancing & functional testing '$ 1416.2.4 Commissioning Indicate O &M manuals, record drawings, staff training 1416.2.5 Comm. Report Indicate requirements for prelim. & final commissioning report 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 WAl ER HEAL ING AND HEATED POOLS (Sections 1440 - 1454) 1440 Service water htg. 1441 Elec. water heater Indicate R -10 insulation under tank 1442 Shut -off controls Indicate automatic shut -off 1443 Pipe insulation Indicate R -value of insulation on piping 1452 Heat Pump COP Indicate minimum COP of 4.0 1452 Heater Efficiency Indicate pool heater efficiency 1453 Pool heater controls Indicate switch and 65 degree control 2006 Washington State Nonresidential Energy Code Compliance Form May 9, 2008 Devon Redmon 1327 Post Avenue, Suite H Torrance, CA 90501 RE: CORRECTION LETTER #1 Development Application Number D08 -247 Cathy Jean Shoes - 545Southcenter Mall Dear Mr. Redmon, 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 - 133 -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 -247 4uQP L'11y of Tukwi Department of Community Development Jack Pace, Director P:\Permit Center \Correction Letters\2008\D08 -247 Correction Ltr # 1.DOC wer • Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Date: May 9, 2008 Project Name: Cathy Jean Shoes Permit #: D08 -247 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 details for the store front sliding doors and track width are not consistent with multiple bypass door configuration indicated. Provide details for the storefront doors that clearly show consistency with head track framing and floor track design for the sliding door system. 2. 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 specifically detailing the installation. Please provide an engineered design for the unsupported glass panel edges and the store front glazing and glazed door system. Identify glazing thickness. (IBC 2403.2 & 2403.3) 3. Please provide specifications with details that meet ASCE standards for the new suspended ceiling. Identify type of perimeter supporting enclosure angle (typically 2 "). (ASCE Standards 9.6.2.6.2.2.) 4. Provide separate square footage for stockroom and mercantile space on cover sheet. 5. Identify adjacent tenant spaces and corridors. 6. In addition to item 5) identify the UL listings (typically UL NO. 465) for the demising partitions that separate corridors and tenant spaces. Provide wall details for the UL listed wall assemblies. Typically walls adjacent to tenant spaces shall require the GWB to be held 6 inches down from the upper deck to provide a 6 inch "clear space" for the plenum return air system. Coordinate with the landlord and malls HVAC system. 7. Show provisions for an 18 inch vertical grab bar next to the water closet in the bathroom. (ANSI 604.5.1) Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. ACTIVITY NUMBER: D08 -247 DATE: 06 -19 -08 PROJECT NAME: CATHY JEAN SHOES SITE ADDRESS: 545 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 after Permit Issued DEPARTMENTS: B it ng Division Public Works Comments: Notation: DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved I Approved with Conditions REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 r PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 0100 ,4111/0 Fire Prevention Structural DUE DATE: 06-24-08 Not Applicable n No further Review Required DATE: DATE: Planning Division Permit Coordinator n n DUE DATE: 07-22-08 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D08 -247 PROJECT NAME: CATHY JEAN SHOES SITE ADDRESS: 545 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 DATE: 05 -16 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 41-0e) Buik hg D'Ni slio Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: 'Permit.Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28-02 • PERMIT COORD COPY o PLAN REVIEW /ROUTING SLIP Fire Prevention Incomplete Structural Review Required Li DATE: DATE: Planning Division DUE DATE: 05-20 -08 Not Applicable ❑ No further Review Required DUE DATE: 06 -17 -08 Not Approved (attach comments) n ACTIVITY NUMBER: D08 -247 DATE: 05 -01 -08 PROJECT NAME: CATHY JEAN SHOES SITE ADDRESS: 545 SOUTHENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: B Public Works k 5 b--19D DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 5 1 1 *Alb 5v ' Fire Prevention XI Structural Incomplete ❑ Permit Coordinator DUE DATE: 05 -06 -08 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: Structural Review Required No further Review Required DATE: DATE: J I2- '- Planning Division Not Applicable n DUE DATE: 06 -03-08 Approved Approved with Conditions fl Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: ✓ v Bldg Fire ❑ Departments issued corrections: Ping ❑ PW ❑ Staff Initials: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS i Gli li Summary of Revision: Avp 4 Ld 4F; I• l 44/K�� KL 2 2_ Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: PROJECT NAME: C SITE ADDRESS: cliC GAL /nom REVISION LOG 0 PERMIT NO: ciqrS 4- ORIGINAL ISSUE DATE: rii,104o$ (please print) (please print) (please print) (please print) (please print) City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. D a te : / g— ° g El Response to Incomplete Letter # ❑ Response to Correction Letter # k Revision # after Permit is Issued JUN 1 9 1008 ❑ Revision requested by a City Building Inspector or Plans Examiner PERMIT CENTEh Project Name: (?flW J AA) 5/10-5 Project Address: A r 5 5 Contact Person: MI Phone Number: /C5 — y / — '7 y 6 Z Summary of Revision: �„P ? � t U N f T o To c 1 RD• PR_EAS 000 \applications \forms - applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: AA 04- L-1 __Receive) . rZ r 'P, r ►. , 1MLA Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev ion Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (J Q( lL Uv U • 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 Date: Plan Check/Permit Number: r- 4,17 ❑ Response to Incomplete Letter # [I/ Response to Correction Letter # I ❑ Revision # after Permit is Issued Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: daA v� , 6 Apes Project Address: 5 J v 5 ( oir e e P74 li 7t KIVi , zdAt gm? Contact Person: /77Q.rz ,4 4 ,l,'co, -,,( Phone Number: 6 -? 2- 4.07( Summary of Revision: ge-zi ii.5 / ieriS fair' r Z-P Mid 0 5A e P - f9 6 • 0 e,-a e1 e 1' de J ; Is Arr. AeAd 17- -L * ; e i G-e-e_ t3P-1 Stir 4 - /ZS 77, e) -r6 d � .d ._ vr s 5 re_4_ ,r S q,,-a S �rae,>r, 1 / Sii__.,d- 4-2-6 ;de, '4 e /oca /��-, e 4 d - f - TE,•,,i,„f Received at the City of Tukwila Permit Center by: Entered in Permits Plus on S" lapplications\forms- applications on linelrevision submittal Created: 8-13 -2004 vvic.,I Q Sheef- 4 -2z' del i/ I �' :c�e..h� BPS id41( de�); Q cc!! ^ a `1. c�/l�ef 4-2.D G�e, 6a7. s- / 6A0),,,,5 Ue-rhe40)r -Fd &rr ` Sheet Number(s): 7.D A-/..0 Q--2• ' A -3 0 A L. O 5 -/ V "Cloud" or highlight all areas of revision including date of revision HECEIVED CITY OF TUKWI A MAY 116 2008 PERMIT CORER April 29, 2008 Tukwila Building Division /Permit Center 6300 Southcenter Blvd Suite 100 Tukwila, WA 98188 is issued subject to the following condition: This condition is hereby acknowledged by: Title: Presiden Tenant Name: Cathy Jean, Inc. 17221 Daimler St .. Irvi ne. Ca ; United States RECEIVED Cm/ nc r11 ILA MAY 19 Z008 PERMIT CENTER lj pg - - Tenant improvement permit for Cathy Jean Inc., Tukwila Permit o. 2 4 , Final inspection approval of this permit and approval of occupancy for the herein named tenant space will not be issued until the "shell" Building Permit No. D06 -147 has received final inspection approval from the Building Division. PHONE (949) 225-0600 FAX . ,(949).225 - 0622:, WEB'SITE - http: / /wuVwidtttvjeanshoeskem 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 ii 3 Water closet, tank or valve, >1.6 GPF 8 4 IA King County Department of Natural Resources and Parks Wastewater Treatment Division Non- Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 54 S kite e- +j A41 t 1 Property Street Address "" iA. K w i (A_ L 4 % City State ZIP exekk � �f.. Owner's Name Subdivision Name Lot # Subdiv. # Block # Building Name SD k e.p r.4e- M l (if applicable) ( q' ) ZaS- 046o Owner's Phone Number (with Area Code) ( ) Was building on Sanitary Sewer? El Yes Property Contact Phone Number (with Area Code) Owner's Mailing Address Was Sewer connected before 2/1/90? ❑ Yes l3 . i TOSS . ft Sewer disconnect date: � 4 Type of building demolished? To rQitn, � /�/ - [OS I Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No 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 = • �O RCE 20 Signature of Owner /Representative -.r Print Name of Owner /Representatives /f�Db�}1 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # ( 34 '+u0 - Cc., 0 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 o 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 Equivalents: (add A & B) A B fize RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. 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 capa' y c . rge levied will be based on this information and any deviation will require resubmission of ted data for detglinatio I of a evised capacity charge. Date RCE crtY MAY 012008 PERMIT CENTER tXW2LW License Information License HARDCCI099CK Licensee Name HARDCASTLE CONSTRUCTION INC Licensee Type CONSTRUCTION CONTRACTOR UBl 601299465 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 617 Address 2 City WASHINGTON County OUT OF STATE State OK Zip 73093 Phone 4052882311 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/12/1991 Expiration Date 3/24/2009 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date HARDCASTLE, BILL 01/01/1980 HARDCASTLE, JIM 01/01/1980 HARDCASTLE, GENE 01/01/1980 C T CORPORATION SYSTEM AGENT 01/01/1980 Look Up a Contractor, Elect Electriiiin or Plumber License Detail Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. • Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 3 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HARDCCI099CK 06/02/2008 FE' y6 Permit No. (f T,jkwila RLvItVvED t-OR CODE COMPLIANCE APPROVED JUN 2 5 20 8 Plar review approval is subject to errs and !SSiOrs. Approval of construction dements does not motorize the violation of any adopted code or ordinance. O approved Fuld • .., and R Eot By Date: Cliv ofTin a r C R ° `l3iQ1 V S �' -- -- -- No es shall be made to thr PCOrP nt W )rf 1,Vithol.st prior approval of T :'k'vqa 3uildin Division. ",�' Pn,,;inn5 will require � D.� r,ron. !PI ..,;,y, ,nclude additional :) new fl �, +al dditional plan revs^, f k HUi LF :� PIS!QI GENERAL STRUCTURAL NOTES BUILDING CODE: 2006 EDITION OF THE INTERNATIONAL BUILDING CODE. LOADS: LATERAL: WIND: 5 PSF INTERNAL WIND PRESSURE SEISMIC: SEISMIC IMPORTANCE FACTOR = 1.0. SHORT PERIOD SPECTRAL ACCELERATION Ss = 1.429g. ONE SECOND SPECTRAL ACCELERATION S1 = 0.489g. SOIL SITE CLASS D. Sds=0.952g. Sd1= 0.493g. RESPONSE MODIFICATION FACTOR (R)= 2.5. FOR DEFLECTION /CAMBER CRITERIA OF STRUCTURAL MEMBERS ENGINEERED BY OTHERS, SEE SPECIFIC MEMBER'S SECTION BELOW. STRUCTURAL STEEL: GENERAL: ALL CONSTRUCTION PER LATEST AISC HANDBOOK. ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE SHALL BE ASTM A36 (Fy = 36 KSI). ALL STRUCTURAL ROLLED STEEL MEMBERS WITH Fy GREATER THAN 36 KSI ARE TO BE IDENTIFIED WITH AN ASTM SPECIFICATION MARK OR TAG PER IBC SEC. 2203.1. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE ASTM A307. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS AT SHORT SLOTTED HOLES USING SNUG TIGHT INSTALLATION, UNLESS NOTED OTHERWISE. COLD FORMED STRUCTURAL STEEL FRAMING: GENERAL: (APPLY UNLESS NOTED OTHERWISE ON DRAWINGS) ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF "SPECIFICATIONS FOR THE DESIGN OF COLD — FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI AND ICC ER -4943P OR APPROVED EQUIVALENT. STEEL FOR COLD FORMED MEMBERS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI FOR 43 MIL THICKNESS AND LESS, AND MINIMUM YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TO ITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, UNLESS NOTED ACCORDINGLY. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANYTIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER OR ARCHITECT SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. GENERAL NOTES: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. EXCEPT WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS). WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND /OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND /OR AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED OTHERWISE. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. 0 0 4' —D" MAX TYPICAL 'X' BRACING BRACE AT EXISTING ROOF BRACE AT EXISTING ROOF ( (3) NOTES: 1. 3/4 "x16 GAGE STRAP ATTACH WITH #14 SHEET METAL SCREW AT EACH END. 08 -463 NO SCALE NOTES: 1. EXISTING FRAMING. 2. P5000 UNISTRUT. 3. UNISTRUT CLAMP P2786. 2 AT EACH STEEL BEAM. 4. NEW 6001150 -43 WITH 2 #10 SCREWS INTO UNISTRUT. 2 BRACES PER SHELF — PLACE 6" AWAY FROM ENDS OF SHELVING. 08 -506 NO SCALE NOTES: 1. EXISTING FRAMING. 2. P5000 UNISTRUT. 3. NEW 600T150 -43 WITH 2 #10 SCREWS INTO UNISTRUT. 2 BRACES PER SHELF — PLACE 6" AWAY FROM ENDS OF SHELVING. 08 -506 NO SCALE NOTES: NOTE: SEE DETAIL 01 AND MANUFACTURERS DRAWINGS FOR ADDITIONAL INFORMATION. 1. LIGHT GAGE STEEL BRACE. 2. 2#10x2" TEK SCREWS FROM BRACE TO TRACK — TYP. 3. 2 -12" WIDE x 4' -0" LONG OR 3' -0" LONG SHELVING BACK TO BACK, CONNECTED 3 PLACES PER THE SHELVING MANUFACTURES DETAILS. TYPICAL BRACING AT TOP OF THE FREE STANDING SHELVING NOTE: FOR P5000 UNISTRUT CONNECTION TO EXISTING FRAMING SEE DETAIL 04. NOTE: FOR ADDITIONAL INFORMATION SEE MANUFACTURER'S DRAWINGS. 08 -463 NO SCALE 0 NOTES: 1. 2. S / , /i / / , , , , / . C7 U (0 S 0 TYPICAL SHELVING DETAIL NOTES: 1. 2. SHELVING UNIT AND SHELVES. FOOT PLATE PER MANUFACTURER WITH 3/8" DIA HILTI KWIK BOLT TZ EXPANSION ANCHOR (2" MIN EMBED) — EACH POST TYPICAL SHELVING UNIT AND SHELVES. FOOT PLATE PER MANUFACTURER WITH 3/8" DIA HIL11 KWIK BOLT TZ EXPANSION ANCHOR (2" MIN EMBED) — EACH POST TYPICAL 1' -0" S N. S SINGLE SHELF TYPICAL SHELVING SECTION REMO 4' —O" MAX Na 1' -0" 08 -463 BACK TO BACK SHELVES NOTE: SEE MFR'S DRAWINGS FOR ADDITIONAL INFORMATION. 0_ 1' -0" (1) (2) NO SCALE NyA RECEIVED CITY OF TUKWILA JUN 19 2008 PERMIT CENTER REVISIONS i z E-1 0 0 P7.1 cn N � N t W Q Qi 0 N N I 0N. tip O a) I c v`n 0 0� U N 0 ,. 0_ V 7r a0 O OFA 8.0 4 co g 0 'M co 7:2 L . 0 . - (74 a 0 ) JOB NO. 08 -506 DRAWN NCR ENGINEER DPL CHECKED v. RAD DATE 06 -18 -08 TITLE G.S.N. SECTIONS DETAILS SCALE AS NOTED SHEET 811 i ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL. ARCHITECTS, LLP. ALL RIGHTS RESERVED. B D. SUBMITTAL: 00-00 -00 OWNER: O CR 'M ,E1=(g) BLK. BLOCK BLDG. BUILDING E.D.F. EXP. TE,ffi 440 GRID NUMBER BUILDING WALL SECTION G.B. CATCH BASIN G.J. CONTROL JOINT G.L. CENTER LINE CLS. CEILING CLR. CLEAR COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS G.T. CERAMIC TILE D.5. DOWN SPOUT LEGEND PLAN CHANGE/BULLETIN ADDENDUM DETAIL REFERENCE A/• AIR CONDITIONING A.G. ASPHALTIC CONCRETE A.F.F. ABOVE FINISH FLOOR ALUM. ALUMINUM A.S.R. AUTOMATIC SPRINKLER RISER ABBREVIATIONS ELECTRIC DRINKING FOUNTAIN EXPANSION JOINT ELECTRIC WATER COOLER EXPOSED F.D. FLOOR DRAI N F.G. FINISH GRADE F.H. FIRE HYDRANT FIN. FINISH FLR. FLOOR F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.S. FINISH SURFACE / FLOOR SINK GI GALVANIZED IRON A M.H. M.O. MTR. N.I.G. N.T.S. 0/ O.G. O.D. O.S. OPP P.L. PROPERTY LINE P.O.G. POINT OF CONNECTION R.D. SIM. T.G. T.P. T.M. T.S. TYP. W/ W.H. INTR. KEYNOTE REFERENCE NUMBER INTERIOR ELEVATION 2 DIRECTION OF WALLS WALL NUMBER EXTERIOR MATERIAL COLOR REFERENCE EXTERIOR MATERIAL COLOR REFERENCE MANHOLE MASONRY OPENING METER NOT IN CONTRACT NOT TO SCALE OVER ON CENTER OVERFLOW DRAIN OVERFLOW SCUPPER OPPOSITE ROOF DRAIN SIMILAR TOP OF CONCRET TOP OF MASONRY TOP OF PARAPET TOP OF SHEATHING TYPICAL WITH WATER HEATER WATER n3 f I_ JM e rjE31. � 3g 0) MME0=1 LOCATION NORDSTROM PATH OF TRAVEL TO EXIT CATHY JEAN 1025 amp c[w. NO SCALE PROJECT ADDRESS CATHY JEAN RETAIL STORE WESTFIELD SOUTHCENTER 545 SOUTHCENTER PARKWAY TUKWILA, WA '15I55 -2555 J Mffi SUMMARY BASE BUILDING INFORMATION NEW EXPANSION CONSTRUCTION TYPE: TYPE II -B - UNPROTECTED NONCOMBUSTIBLE, SPRINKLERED OCCUPANCY GROUP: M - RETAIL STORE / COVERED MALL BUILDING OUALIFIGATION TENANT LEASE SPACE= LANDLORD: SCOPE OF WORK APFL I GABLE GODES THE FOLLOWING CODES WILL BE THE BASIS FOR PLAN REVIEW BY THE BUILDING DEPARTMENT FOR THE TENANT PLAN SUBMISSIONS. THE APPLICABLE CODES LISTED HEREIN MAY REPRESENT ONLY A PARTIAL LISTING. IT IS THE TENANT/TENANT'S ARCHITECT RESPONSIBILITY TO VERIFY AND CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. SUBSEQUENT PLANS WILL BE REVIEWED UNDER THE THEN CURRENT CODES AND ORDINANCES. BUILDING 2006 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS. MECHANICAL 2006 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS. PLUMBING 2006 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS. ELECTRICAL 2006 NATIONAL ELECTRIC CODE WITH WASHINGTON STATE AMENDMENTS. ACCESSIBILITY CHAPTER II IBC AND OTHER INTERNATIONAL BUILDING CODE REQUIREMENTS FOR BARRIER -FREE DESIGN ACCESS INCLUDINGICC /ANSI AI I7.I -2005 ENERGY 2006 WASHINGTON NON RESIDENTIAL ENERGY CODE. FIRE WE STFIELD CORPORAT INC. 11601 WILSHIRE BLVD. -- 14TH FLOOR LOS ANGELES, CALIFORNIA '40025 ATTN: JOSH KIMMEL 2006 INTERNATIONAL FIRE CODE WITH WASHINGTON STATE AMENDMENTS. 1,715 S.F. TOTAL AREA SALES = 500 S.F STORAGE = QI5 S.F TENANT IMPROVEMENT ALL LOCAL ORDINANCES HAVE JURISDICTION. t 7 I L M I. ALL WORK , MATERIALS, METHODS, ETC., SHALL CONFORM TO ALL GOVERNING BUILDING CODES, ORDINANCES, REGULATIONS AND AGENCIES. 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE COMMENCING WORK_ EXISTING CONDITIONS AS SHOWN ARE NOT GUARANTEED TO BE ACCURATE AND VARIATIONS MAY OCCUR. WITHIN 45 HOURS OF STARTING WORK, THE GENERAL CONTRACTOR 15 TO NOTIFY THE OWNER OR THE OWNER'S REPRESENTATIVE OF ANY VARIATIONS IF CHANGES OR. CORRECTIONS ARE REQUIRED. CHANGE ORDERS FOR JOB SITE VARIATIONS WILL NOT BE ACCEPTED IF NOT REPORTED WITHIN THE INITIAL 45 HOURS. 3. GOVERNING COPES AND FIRE DEPARTMENT FIELD INSPECTORS SHALL DICTATE SIZE, TYPE, QUANTITY AND LOCATIONS OF BOTH TEMPORARY AND PERMANENT PORTABLE FIRE EXTINGUISHERS. 4. SEPARATE PLANS FOR PLUMBING, AIR CONDITIONING AND ELECTRICAL WORK ARE TO BE SUBMITTED TO THE BUILDING DEPARTMENT FOR REVIEW, APPROVAL AND PERMIT. 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS (OR ACCESS DOORS ) AS REQUIRED BY GOVERNING AGENCIES FOR AIR CONDITIONING, PLUMBING FIRE SPRINKLER. AND ELECTRICAL SYSTEMS. PROVIDE APPROVED ASSEMBLIES WITH SELF - CLOSING DEVICES IN ONE (I) HOUR RATED CONSTRUCTION. 6. ALL PENETRATIONS AT FIRE RESISTIVE CONSTRUCTION SHALL BE PROTECTED WITH APPROVED FIRE ASSEMBLIES. 1 THE EXISTING PATH OF TRAVEL, SANITARY FACILITIES AND DRINKING FOUNTAINS AND TELEPHONES SERVING THE AREA OF REMODEL COMPLIES WITH CURRENT A.D.A. ACCESSIBILITY GUIDELINES SUBJECT TO INSPECTION AND APPROVAL. S. WORK AND MATERIALS COVERED BY THESE DOCUMENTS MUST CONFORM TO THE HIGHEST STANDARDS OF THE CRAFTS INVOLVED, AND MUST MEET THE APPROVAL OF THE OWNER'S REPRESENTATI VE. EXIT SIGNS, WHERE NOTED OR REQUIRED SHALL BE WORDED "EXIT" IN LETTERS HAVING THE PRINCIPAL STROKE OF NOT LESS THAN 3/4" WIDE AND AT LEAST 6" HIGH AND SHALL CONFORM TO CODES AND / OR APPLICABLE REGULATIONS. 10. TACTILE EXIT SIGN SHALL BE PROVIDED AT ALL EXIT DOORS, EXIT STAIRS, EXIT RAMPS AND EXIT ROUTES AS REQUIRED BY THE CALIFORNIA BUILDING CODE. II. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 12. PROVIDE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS" IN LETTERS, NOT LESS THAN I INCH HIGH ON A CONTRASTING BACKGROUND AT ALL REQUIRED EXIT DOORS. I. ALL TOILET ROOMS SHALL BE VENTILATED WITH 5 AIR CHANGES PER HOUR BY MECHANICAL MEANS. REFER TO APPLICABLE DRAWINGS. J L 11111111111111111111111111111 i GENERAL NOTES 14. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL THE ADDRESS AND / OR SUITE UNIT NUMBERS PER CITY AND FIRE DEFT. REQUIREMENTS. VERIFY SIZE, COLOR AND LOCATIONS, PRIOR TO PROCEEDING. 15. THE GENERAL CONTRACTOR SHALL FURNISH A HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE (ISO) WHEN REQUIRED BY OWNER, BUILDING / FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO THE ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR SHALL SE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION OF SITE WATER MAIN TO INTERIOR OF BUILDING. ADDITIONAL BIDDING REQUIREMENTS I. SIGNAGE IS BY THE OWNER. THE GENERAL CONTRACTOR WILL COOPERATE AND COORDINATE WITH THE OWNER'S SIGNAGE FABRICATOR TO FACILITATE INSTALLATION, REFURBISHMENT OR UPGRADING OF SIGNAGE. 2. PRIOR TO START OF CONSTRUCTION, CONTACT THE BUILDING BUILDING OPERATIONS MANAGER TO SCHEDULE A PRE - CONSTRUCTION MEETING. 3. THE GENERAL CONTRACTOR SHALL HAVE ON SITE AT ALL TIMES: I) PERMIT DOCUMENTS, IF APPLICABLE 2) LANDLORD APPROVED PRINTS 5) LANDLORD'S DESIGN AND CONSTRUCTION CRITERIA MANUAL 4. CASEWORK IS PROVIDED AND INSTALLED BY THE CONTRACTOR FOR ALL SAFES: SUBMIT SAFE WEIGHTS AND DIMENSIONS TO LANDLORD FOR APPROVAL: MAXIMUM WEIGHT 100 POUNDS OR VERIFY SLAB CONDITIONS AND REINFORCING. VERIFY WITH ON SITE TENANT COORDINATOR FOR SAFE TRANSPORT REQUIREMENTS AS WELL AS ROUTE. ���� L J� C(=)Th F3 E9 DO3 /-11 RESPONSIBILITY RESPONSIBILITY SCHEDULE NEW 0EXISTING CERAMIC TILE / STONE TILE FLOORING PATCH LANDLORD'S FLOORING @ STOREFRONT FLOORING TRANSITION STRIPS WATERPROOF MEMBRANE ® WASHROOMS DEMISING PARTITIONS (PATCH AS REQUIRED) INTERIOR PARTITION FRAMING AND GYP. BD. STRUCTURAL BACKING AND FRAMING BARRICADE, COORDINATE W/ LANDLORD STOREFRONT CERAMIC OR STONE TILE FRP WASHROOM WALLS DOORS, FRAMES AND ALL HARDWARE STOREFRONT GLASS AND FRAMES WASHROOM GRAB BARS AND ACCESSORIES STORAGE SHELVING ALL MILLWORK, INCLUDING WRAP COUNTER GLASS DISPLAY SHELVING (FOR CASEWORK) ALL SIGNAGE (SC COORDINATES) HVAC UNITS (REFER TO MECHANICAL) DUCTWORK, DAMPERS, GRILLS $ ZONE BOXES AIR BALANCE REPORT 1 FCTRI CAL SERVICE ELECTRICAL EQUIPMENT ROUGH IN AND FINISH LIGHT FIXURES INGLMIN5 EXIT , add GHJCr AG WIRING (LINE AND LOPS VOLTAGE) TEMPORARY LIGHTING POWER FOR SIGN WATER AND SEWER LINES GYPSUM BOARD ACCESS PANELS JANITORIAL SERVICE - FINAL CLEANING WIRE SUPPORTED GLASS DISPLAY SHELVING DEMOLITION 0= G= LANDLORD OWNER GENERAL CONTRACTOR 0 # , j, f REVISIONS No chance 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. FURNISH BY INSTALL BY L 0 C L 0 G NOT APPLICABLE 0 CONTRACTOR TO INSTALL OWNER SUPPLIED FLOOR SAFE AS DIRECTED BY OWNER'S REPRESENTATIVE \ COOO' Oi May - WO! , DISCO SEPARATE PERMIT REQUIRED FOR: [� L*� Electrical Plumbing VGas Piping City of Tukwila BUILDING DIVISION SHEET INDEX ARCH I TEGTURAL : TI.O TITLE SHEET AI.O SCHEDULES, DEMOLITION 4 FIXTURE PLANS A2.0 FLOOR PLAN AND REFLECTED CEILING PLAN A5.0 ELEVATIONS A4.0 DETAILS E1.0 REQUIREMENTS, SCHEDULE E2.0 LIGHTING AND POWER PLAN M.I P.I ELEGTR I CAL : • * MEGHAN I GAL / FLUMS I NG MECHANICAL PLAN PLUMBING PLAN Fi COPY Permit No. PIar review approval Is subject to errors and omissions. Approval of construction � . does � the violation of any t of approved Feld Copy adop and • .b i • is By Date: City a# Tukwila Bth DING DIVISION CORRECTION LTR# ._ Do 7. RECEIVED HAY; 168 PERMIT CENTER B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 04 -01 -08 I-: 0 w a o.. DATE 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 REVISIONS: JOB NO. NODEL RETHII. VI VI VI LLI W CC CL 0 Q /T OREFRONTA 3-4-08 LANDLORD 3 -12-08 / \ CONTRACTOR / \ 4 -21-08 I 5-08 - n n SHEET NUMBER Nadel Retail Architects, LLP T. 714.540.5000 F. 714.755.3013 www.nadelarc.com .—. '7 Z 0 W W > C= O W W 0 J � T1.0 02.05.08 07536 PAINT FINISH LEGEND ALL PAINT TYPES SPECIFIED ROVE ARE by DUNN EDWARDS, UNO. V g i 3 3 4 1 BUIL. Number NUMBER MATERIAL l DESCRIPTION MANUFACTURER'S NUMBER Size COLOR REMARKS GYPSUM BOARD USG OR EQUAL NA 5/5" TYPE "X" REFER TO ELEVATIONS FOR PAINTED FINISH 2 X 4 P- I Paint Finish, Interior Low Gloss Enamel 1ST COAT: VINYLASTIC WI 0 I 2 X. 4 X 5/5" BONE WHITE - WW427 B hC DOOR IN METAL FRAME For Gypsum Board Surfaces 2ND COAT: SUPREMA W4 1 I 11C PAINT CT- I CERAMIC TILE FLOORING "DAL -TILE" PORTENZA BIANCO 3RD COAT: SUPREMA W4 I 1 21 "X 2 I" GROUT: CUSTOM BUILDING PRODUCTS BONE #382 V- I VINYL TILE FLOORING "CONGOLEUM" CX-47 OR EQUAL MATCH EXISTING IT X 12" FL -2 P -2 Paint Finish, Interior Semigloss Enamel 15T COAT: VINYLASTIC WI 0 I BONE WHITE - WW427 FOR TOILET ROOM POLISHED LIMESTONE TILE NOT USED For Gypsum Board Surfaces 2ND COAT: DECOGLO W450 24" x 24" x 3/4" AVAL.IABLE FROM MARMOL EXPORT, 714-939-0697. GROUT TO MATCH ST -2 POLISHED LIMESTONE TILE 3RD COAT: DECOGLO W450 CREMA EUROPA 12" x I 2" x 3/8" AVAUABLE FROM MARMOL EXPORT, 714-939-0697. GROUT TO MATCH P -3 Paint Finish, Interior Semigloss Enamel 15T COAT: CORROBAR 43 -5 PAINT P- I PONE WHITE - WW427 FOR 5TEEL DO0R5 AND FRAMES WD- I For All Surfaces 2ND COAT: DECOGLO W450 NATURAL MAPLE OVER 3/4" MDF MIN. 1/2" SOLID MAPLE EDGEBAND, REFER TO DETAILS TG- I 3RD COAT: DECOGLO W450 CLEAR 1/2" THICKNESS GLAZING CONTRACTOR TO CONFIRM GLASS THICKNESS M- I CLEAR MIRROR CLEAR 1/4" THICKNESS P-4A, 48, 4C, 4D Accent Colors, Interior Low Gloss Enamel I 5T COAT: VINYLASTIC W I 0 I SATIN POLISH ALLOY 304 REFER TO INTERIOR ELEVATIONS FOR COLOR SCHEDULE ACCENT COLOR IN DISPLAY BAYS ONLY . For Gypsum Board Surfaces 2ND COAT: SUPREMA W4 I I 3RD COAT: SUPREMA W41 1 FINISH COATS SPECIFIED ARE MINIMUM: ALL fINI511 COATS TO COVER PRIME AND PREPARE SURFACES ACCORDING TO MANUFACTURER'S SPECIFICATIONS. REQUESTS TO USE AN ALTERNATIVE PAINT MANUFACTURER MUST BE SUBMITTED AND APPROVED IN WRITING BY THE ARCHITECT. MATERIAL LEGEND \ 3 3 4 1 BUIL. Number Description Manufacturer's number Color Size _ Remarks GB -1 GYPSUM BOARD USG OR EQUAL NA 5/5" TYPE "X" REFER TO ELEVATIONS FOR PAINTED FINISH 2 X 4 LAY -IN CEILING WITH SUSPENSION GRID "USG" AUROTONE FISSURES PANELS FIRECODE #586 OR EQUAL WHITE 2 X. 4 X 5/5" WITH "USG" DX SUSPENSION SYSTEM B hC DOOR IN METAL FRAME 3' -0" 6' -8" 11C PAINT CT- I CERAMIC TILE FLOORING "DAL -TILE" PORTENZA BIANCO GHIACCO PZOI 21 "X 2 I" GROUT: CUSTOM BUILDING PRODUCTS BONE #382 V- I VINYL TILE FLOORING "CONGOLEUM" CX-47 OR EQUAL MATCH EXISTING IT X 12" FL -2 SHEET VINYL FLOORING "CONGOLEUM" FLOR -EVER 50055 OR. EQUAL SAND G" COVED DA5E 5T- I POLISHED LIMESTONE TILE NOT USED POLISHED LIMESTONE TILE CREMA EUROPA 24" x 24" x 3/4" AVAL.IABLE FROM MARMOL EXPORT, 714-939-0697. GROUT TO MATCH ST -2 POLISHED LIMESTONE TILE POLISHED UMESTONE TILE CREMA EUROPA 12" x I 2" x 3/8" AVAUABLE FROM MARMOL EXPORT, 714-939-0697. GROUT TO MATCH B- I WOOD BASE PAINTED, COLOR P- I PAINT P- I REFER TO DETAIL WD- I MAPLE WOOD VENEER CLEAR LACQUER FINISH NATURAL MAPLE OVER 3/4" MDF MIN. 1/2" SOLID MAPLE EDGEBAND, REFER TO DETAILS TG- I CLEAR TEMPERED GLASS CLEAR 1/2" THICKNESS GLAZING CONTRACTOR TO CONFIRM GLASS THICKNESS M- I CLEAR MIRROR CLEAR 1/4" THICKNESS POLISH ALL EXPOSED EDGES 55- I STAINLESS STEEL STOREFRONT FINISH SATIN POLISH ALLOY 304 r .1._ _ f DOOR SCHEDULE 3 3 4 3 Number Description Width height Material Finish Group Rating Remarks. A SLIDING GLASS DOORS BY PRL INDUSTRIES OR EQUAL FIELD VERIFY 5' -4" ALL GLASS FACTORY I NONE REFER TO ELEVATION BELOW B hC DOOR IN METAL FRAME 3' -0" 6' -8" 11C PAINT 2 NONE 3 3 3 4 3 7F 3 / SLIDING DOOR "A" PI - ' D TG D o o • Q 3 3 3 4 3 3 3 4 COMPRESSION STRUT. RUNNER TEES. FIRST WIRE: f 4' SECTIONS 51 5' SECTIONS c 262 MAX. & , - MAX. PERIMETER SUPPORTING ENCLOSURE ANGLE- TYPICALLY 2 °_ BUILT-IN GASENOR FIXTURE PLAN ATTIC AS, OCCURS. TYP. TENANT SPACE: SEE FLOOR PLANS. 12' -r0" , 12' -0" MAX. MAX. NO. 12 GA. WIRE HANGERS AT 4'-O' O.G. EACH MY. 4 No 12 WIRES SPLAYED 45 IN FOUR DIRECTIONS 10 t7EGREES APART. �-- ROOF AS OCCURS. MAX. 6' - 0" MAX. FLOOR AS OCCURS. Is FULL SIZE DISPLAY BAYS, 202 L. =. OF STOG 20 SEATS NOTES: I. VERTICAL HANGERS: SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAGE SPACED AT 4' -0" ON CENTER OR NO. 10 GAGE AT 5' -0° ON CENTER ALONG EACH MAIN RUNNER. EACH VERTICAL WIRE SHALL 6E ATTACHED TO THE CEILING SUSPENSION MEMBER AND TO THE SUPPORT ABOVE WITH A MINIMUM OF THREE TURD. ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION WIRES SHALL NOT HANG MORE THAN I IN 6 OUT OF PLUMS UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL SE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK I I - 1/4" GOLD - ROLLED CHANNELS FOR SPANS EXCEEDING 45 °. 2. PERIMETER HANGERS: THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 GAGE WIRE OR APPROVED WALL SUPPORT. 5. LATERAL FORGE BRACING: HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN TWO INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED c10 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING_ A STRUT FASTEN TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUGT. 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' -O" FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORGE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INGHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORCE. 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 15 GREATER, WITH A SAFETY FACTOR OF 2. 4. PERIMETER MEMBERS: FOR TILE CEILINGS, ENDS OF MAIN RUNNERS AND CR055 MSMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. 5. MAIN RUNNERS AND CROSS RUNNERS MAY SE ATTACHED TO THE PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT T E TWO OTHER WALLS. LIE7HTINS FIXTURES: I. ALL LIGHTING FIXTURES SHALL 13E POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 10096 OF THE LIGHTING FIXTURE WEIGHT AGTING IN ANY DIRECTION. NO. 12 GAGE HANGERS SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 5" OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 2. LIGHTING FIXTURE WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 5. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPI='ORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 4. PENDANT - HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO. a GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. BRACING FOR ACOUST. CLNG /NOTES C OR SHELVING SHOWN DOTTED C SHELVING 3 3 DEMOLITION PLAN 14 4 4 THE CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS BEFORE COMMENCING WORK. EXISTING CONDITIONS ARE NOT GUARANTEED TO BE ACCURATE AND VARIATIONS MAY OCCUR. WITHIN 48 HOURS OF STARTING CONSTRUCTION THE GENERAL CONTRACTOR IS TO NOTIFY THE OWNER OR THE OWNER'S REPRESENTATIVE OF ANY VARIATIONS IF CHANGES OR CORRECTIONS ARE REQUIRED. CHANGE ORDERS FOR JOB SITE VARIATIONS WILL NOT BE ACCEPTED IF NOT REPORTED WITHIN THE INITIAL 48 HOURSIIIII NEWLY DEMISED SPACE H I i REMOVE ALL EXISTING FINISHES, SOFFITS AND FRAMING TO PROVIDE A GLEAN, RAW SPACE TO ACCEPT THE NEW WORK STOCK 3 4 3 4 4 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. �ir. Ana I ■ rd '4 1/4"=V-0" DOOR HARDWARE: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL FINISH HARDWARE AS REQUIRED FOR THE WORK, WHERE SPEC I E I G HARDWARE 15 NOT I ND I GATED, PROVIDE THE SAME HARDNA- AS REQU I RED FOR SIMILAR DOORS IN THE BU I LD l NG. HARDWARE GROUP I : LOCKS TO BE BY "BEST ACCESS ", (66 I) 215-01°10 . IMPORTANT! ! PRDV I DE I " D I AMETEK FINGER PULLS I N EACH GLASS DOOR AT THE HEIGHT RECOMMENDED BY THE DOOR MANUFACTURER. PROVIDE DOOR EDGE PROTECTION AND DOOR STOP. VERY IMPORTANT: DOOR RAILS AND STOREFRONT BASE ARE TO BE FACTORY F I NI SHED TO MATCH, SATIN POLISH ALLOY 304. DOOR STOPS ARE TO MATCH DOOR RAILS AND HARDWARE. COMPLY WITH ALL MANUFACTURER'S SPEC IFIGATIDNS AND REGDMMENDATIONS FOR INSTALLATION OF THE TEMPE'ED GLASS DOORS. GLASS THICKNESS FOR DOORS AND STOREFRONT GLAZING ARE THE GLAZING CONTRACTOR'S RESPONSIBILITY. IN HIS SELECTION, THE CONTRACTOR WILL BE GUIDED BY THE DRAWINGS, BY THE DOOR MANUFACTURER'S REGDMMENDATI ONS, BY CODE REQUIREMENTS AND BY LIVE LOADS AND OTHER STRESSES WHICH MAY EFFECT GLASS PERFORMANCE. HARDWARE GROUP 2: PROVIDE DISABLED ACCESS LEVER HANDLE PRIVACY LOGKSET AND ALL OTHER HARDWARE FOR A COMPLETE DOOR INSTALLATION. f PROVIDE CLEAR EDGE BAND (36" LENGTH) ON LEADING EDGE OF SLIDING DOORS TO PROTECT GLASS EDGE FROM FIXTURE D !SPLAYS FINGER PULLS, REFER TO NOTE ABOVE CENTER DOORS TO HAVE INTERIOR THUMBTURN LATCHES W/ KEYED EXTERIOR (MALL CONCOURSE) OUTER DOORS TO HAVE KEYED LATCH SETS FAG I NG INTERIOR ONLY VERIFY THAT DOOR CLEARANCES WILL BE MAINTAINED IN ALL POSITIONS . RE-Vie-WED FOR7 t CODE COMPLIANCE ALL COLOR AND MATERIAL SELECTIONS MUST MEET ALL CODE REOU I REMENTS FOR FLAME SPREAD AND SMOKE DEVELOPMENT FACTORS. APPR °V'ED FIRE DEPARTMENT TO REVIEW ALL INTERIOR FINISHES. IAM 2 8 2 B.D. SUBMITTAL: 00-00-00 /vl RECEIVED TAY 16 2008 PERMIT CENTER B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 04-01-08 - U W O 0 REVISIONS: BUILDING 5 -08-08 DATE JOB NO. N RD E 1. RETflII Nadel Retail Architects, LLP 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 www.nadelarc.com SHEET NUMBER /STOREFRONT /� \ 3-4 -08 / \ LANDLORD 3 -12-08 l \ CONTRACTOR 4 -21-08 A n A A A 02-05-08 A -1.0 07536 11' -6" 11-6" I 7 , -0 TT SOFFIT ■ IN MUM EMI EMI MEE Mill ■Intl NINE Inn EOM MEM F ■It■ MEE MIME mai •SIN LAY -IN CEILING REQUIREMENTS REFER TO SHEET AI.O / DETAIL 3 FOR TYPICAL CEILING DETAILS T -BAR CEILING MUST COMPLY W/ ASCE STANDARDS, ASTM 635, ASTM 636 AND ASGE -1. THE FOLLOWING REQURRMENTS MUST BE PROVIDED AS PART OF THIS CONTRACT IN ORDER TO BE COMPLIANT WITH ASCE STANDARDS: A. THE WIDTH OF PERMITER CLOSURE ANGLE SHALL BE 2" IN MINIMUM WIDTH. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END OF EACH HORIZONTAL DIRECTION SHALL HAVE A MINIMUM 0.15" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE. B. FOR CEILING AREAS EXCEEDING 1,000 SQUARE FEET, HORIZONTAL RESTRAINT OF THE CEILING TO THE STRUCTURAL SYSTEM SHALL BE PROVIDED. G. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST I" IN ALL HORIZONTAL DIRECTIONS PERMITTED. D. SUSPENDED CEILINGS SHALL BE SUBJECT TO PERIODIC SPECIAL INSPECTION REQUIREMENTS, THE INSPECTION ENTAILS MANUFACTURER CERTIFICATION OF THE COMPONENT PERFORMANCE AND PERIODIC INSPECTION OF THE SUSPENDED CEILING SYSTEM ANCHORAGE SYSTEM. GYPSUM BOARD CEILING EMIR NMI III■ ENE I SLOPE 7' -0" 12 max 305 990 —1040 54 min PROVIDE THREADED FAUCET AT LAVATORY FOR USE AS HOSE BIB ADJA TENANT SAGE 42 min Section 609.4 I E7 m Fig. 604.5.1 Side Wall Grab Bar for Water Closet EXISTING CORRIDOR 1 15" 4 UPPVI3 1 r► in► O U 1;157 * * * * i 1 � 3_*J *L* ` 4 r — T I I 3 I 3 I 4 - —4 4---- I 3 I 3 I 3 I 4 I. - ___i STOCK SALE AREA CERAMIC TILE KEY NOTES i STO REFLEGTED GE I L I NG FLAN SYMBOLS REFER ALSO TO LIGHT FIXTURE SCHEDULE 0 RECESSED DOWNLIGHT TRACK LIGHT FIXTURES AND POWER TRACK CEILING HEIGHT 2 X 2 RECESSED FLUORESCENT (EXISTING) 4 STRIP FLUORESCENT, CHAIN HUNG (EXISTING) 7 - -- ----� STRIP FLUORESCENT IN GASEWORK T -5 LAMP 515 TYPICAL FOR SALES ROOM fFll NSF, IJNII FF., NOTED OTHERWISE 5 1 — CY 51 51 - OIL SOFFIT 20 Ni ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT_ COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. - AT WASHROOM: INSTALL FLOORING OVER WATERPROOF I NS MEMISRANE 1A11-11H 15 TO RUN UP WALLS A MINI MUM OF 4". TENANTS ARE TO INSTALL A LANDLORD'S APPROVED LATEX RUSBER WATERPROOFING MATERIAL. UNDER THE FLOOR FINISH. THE MEMI5RANE SHALL SE MANUFACTURER'S 2-PART FORMULA DONS I STI NG OF LIQUID LATEX RU55ER AND POWDER FOR TROWEL APPL I GAT I ON WITH &LASS F 15ER FA5R I RE I NFOR (LATI GRETE 1255 OR SUMM I TV I LLE S -1000) I NSTALL A WATER TIGHT DOOR THRESHOLD. V I NY FLOORING I S TO BE E3E ONE PIE SHEET VINYL WITH 4" ROLL UP BASE OVER WATER PROOFING MEMBRANE. SEFERATE PERMIT 15 REQUIRED FOR ALL STORAGE RACKS MORE THAN 5'" I N HEIGHT. VERIFY WITH WESTF I ELD'S ON SITE TENANT GOORD I NATOR ON ALL LOGATI ONS OF AGGESS PANELS TO LANDLORD'S EOU I PMENT. FLOOR PLAN LEGEND EXISTING 6' METAL STUD PARTITION NEW PARTITION: 54 X 20 GA. METAL STUDS I6' O.C. WITH I' GYPSUM BOARD, EACH SIDE UL NO 465 ,P T ,r QJ PROVIDE NEW GYPSUM BOARD ON DEMISING PARITIONS TO UNDERSIDE OF EXISTING STRUCTURAL DECK (METAL STUDS BY LANDLORD) REFER TO KEYNOTE 1 AND aA VERIFY IF WALLS ADJACENT TO TENANT SPACES REQUIRE GYP. BD. TO BE HELD DOWN FROM THE UPPER DECK FOR PLENUM RETURN AIR. ADJAGNT T. NANT STAGE 541,G pi'vM to" a W YVW-6 Aw1' 15 41c( bum.. qA r 90i"_ :IRE 2.11lG � MALL .LSEE4EL IS NOT RECIJ TO E "tT_ND AEO`rE 7N,01 ! ;;1LN0 x'79:11 aCARD 10 aE MELD uW, e az a Mow uiuCE CE CF OE:A A304E( r0 AcCCYtlCOA E TE.YMI1 MAC 4 E11Kt4 Hirt i5Ei y I _- uNDtPSIDE )F DEC' ABOVE TENANT SPACE TENANT SPAC!'., '. PAINTABL FIRESiOP SEALANT (ao - ' SIDES) 1 HR TENANT DEMISING PARTITION (TYFICAL)I- 4 1 HOUR PARTITION AT FINISHED CORRIDOR IMPORTANT: REFER ALSO TO STOREFRONT ELEVATION SHEET A.3 FOR STOREFRONT CONFIGURATION 26 -- CEU?G By TENANT (WI -ERE OCCURS) 5" STEEL SUDS J 16' 0C 5/8" GYPSUM BOARD TYPE 'X" (BOTH IDES) I E FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM AL'S SPECTFCATION FOR THE INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COHFLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: 5/8" THICK 4 FT WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEIIJNG TRACK 'MTrH I IN LONG, TYPE S STEEL SCREWS SPACED 8 IN. DC. ALONG EOCtS OF BOARD AND 12 IN. OC IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SDES OF THE ASSEMBLY RAMSE' AS RECUIRED e" CONTINUOUS UNPUNCHED STEEL TRACK • FLOOR FINISH CONCRETE SLAB, SEC STRUCTURAL DRAWINGS I ,NOTE. AL G•rPSUM BOARD i L AYERS SHALL BE SUPPLIED AND INSTALLED B' TENANT WHERE WALJ. MUTTS A TENANT SPACE. GYPSJY BOARD LAYERS SHALL BE SLIMED AMT INSTALLED BY TENANT 20 SOFFIT AND STOREFRONT PROJECT PAST LEASE LINE AS SHOWN o' SLOTTED TRACT (50-TPA CR E0) FINISH PEP SCHEDULE PAINTABLE FIRESTOP SEALANT (BOTH 506) ERSDE OF DELI( ABODE 5 /8' DEFLEC1!Gi GAP SLOTTED TRACK (SLP - TRK OR ED) 5 /B GYPSUM BOARD CEILING FMI51 PER SCHEDULE 5/B GYPSUM BOARD TYPE •(• (BOTH SIDES) w- Ma U465 TIE MANIC FASEI00 Feelaipc415 ME TAFEII Rill T11. S ?ECill' &i Fte "[ IKICATE A541B,t WE 10 Les gcceisgASCilt FOT OWLETS ASSEIELT ELOIOEYEIITS Ale ALLCIK E OP"OE: WSW AITAOEn 1 MR 50.05 AIO ROOK MO CELNO 144F uiH I It air. TIPS Ste. SCREE SPACE (1 ti CC. ALONG EOOES Cr LOW MO 12 . OC N tic m.O Or DE FOAM LOWS CHEWED veiNCMLr Ail STACCERED a CPFO STE W THE ASd9,Y. TILE WAINSCOT. THIN —SET (A RE OCCURS) 6' STEP]. SILOS 0 I6" ac. WALL FINISH PER SCFEDIA.E 6 CONTIIJJOU$ UNPtR4CRED STEEL TRAOC FLOOR FINNISH % NERE OCCURS SEALED CONCRETE SLAB. SEE STRUCTURAL DRAWINGS PARITAB E RRIMICIP SEALANT (BOTH SEES) RAUSEC AS REQUIRED od e»Ai r -r-0" I. LINE OF STOREFRONT GLASS: BEHIND STOREFRONT SLIDING DOORS ARE TO BE EQUAL SIZE AND STACK AS SHOWN. REFER ALSO TO BUILDING ELEVATION. 2. CASEWORK AND WRAP COUNTER SHOWN DOTTED FIXTURES PROVIDED AND INSTALLED SY THE GENERAL CONTRACTOR 3. PROVIDE: (a) THREE NEW ELECTRICAL DUPLEX OUTLETS (b) THREE NEW PHONE JACKS AT INTERIOR OF GASH WRAP: ROUTE AND INSTALL INSIDE THE FIXTURE AS DIRECTED BY THE DRAWINGS AND THE DINNER'S REPRESENTATIVE. REFER TO ELECTRICAL DRAWINGS. 4. FRAME (IF REQUIRED) TIGHT AS POSSIBLE TO EXISTING COLUMN, GYPSUM BOARD FINISH. 5. CABLE SUPPORTED GLASS SHELVING PROVIDED BY OWNER, INSTALLED BY THE GENERAL CONTRACTOR: CONTRACTOR TO PROVIDE PLYWOOD BACKING IN THE SOFFIT ABOVE SHELF LOCATIONS TO ANCHOR SUPPORT GABLES. 6. 5' DIAMETER DISABLED ACCESS TURNING CIRCLE. - f. NEW TILE TO BE FLUSH WITH EXISTING MALL FLOORING: EXTEND MALL FLOORING TO DOOR LINE P1l.Tr.I -a t�2PPLI,IR r)R RFPI 1�.r.F M�d.I I Fl nn I)'Jt v. I / ., v .., T r.. • .. y . w �1 • rte I .. .ter . wv �r . AS REQUIRED TO MEET NEW FINISHED FLOOR. PROVIDE MALL FLOORING TO GLASS STOREFRONT / DOOR LINE TO MEET NEW STONE FLOORING q. S" TYPE -X GYPSUM BOARD FROM FLOOR TO UNDERSIDE OF ROOF DECK ABOVE (LANDLORD PROVIDES STUDS) T7rE i c'! rco t ocAns r c• TO UNDERSIDE OF ROOF DEC (LANDLORD PROVIDE WHERE STOG I NG OCCURS, PROVIDE GONT 24" X IS GA STRAP MOUNTED a' -O" 10. PROVIDE AND INSTALL FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPARTMENT. II. EXISTING ESCALATOR 12. PROVIDE SPEAKER WITH WIRE BACK TO STOCKROOM FOR OWNER'S AUDIO 5Y5TEM. 15. RECEPTACLE FOR OWNER'S PROVIDED AUDIO SYSTEM TO BE LOCATED @ +S' --O" 14. STOCK ROOM SHELVING SHOWN DOTTED, PROVIDED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR 15. CENTER FLUORESCENT FIXTURES BETWEEN FIXTURE DISPLAY BAY I. CENTER REGISTERS BETWEEN LIGHT FIXTURES, REFER TO MECHANICAL DRAWINGS. 11. DISABLED ACCESS TOILET AND LAV IS. GRAB BARS, REFER TO NOTES, SHEET A -2 PROVIDE VERTICAL GRAS BAR AS DETAILED THIS SHEET I. SOFFIT SLOPES PER RAKE OF ELEVATOR 20. CENTERLINE OF STOREFRONT AND ENTRY DOOR 21. PROVIDE AND INSTALL 24" X 24" DRYWALL ACCESS PANEL OR AS REQUIRED TO ACCESS 5IGNAGE 22. CENTER FIXTURE ON DISPLAY PILASTER 25. SIGNAGE CABINET: SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED PRIOR TO FABRICATION 24. THE GENERAL CONTRACTOR TO INSTALL FLOOR SAFE PROVIDED BY THE OWNER 25. CENTER STRIP FLUORESCENTS BETWEEN STORAGE SHELVING AS SHOWN (SURFACE MOUNTED) 26. LEASE LINE EXTEND TILE FROM EXISTING MALL TILE AT LEASE LINE TO TENANT'S STOREFRONT BASE. TILE TO MATCH MALL TILE IN TYPE, COLOR, THICKNESS, GROUT COLOR AMP TILE DIRECTION. NO THRESHOLD, REDUCER STRIP OR OTHER WIDE T DEVICES SHALL BE PERMITTED AT INTERSECTION TO TENANT'S FLOORING AND MALL TILE. NOTE: WHEN EXTENDING MALL TILE TO TENANT'S STOREFRONT BASE OR VESTIBULE TILES MUST BE FULL TILE. IF TILE IS GUT IT MUST BE REMOVED AND REPLACED WITH A FULL TILE. =4+7 7=f,..,1,2.. Q REFLEdTED CEILING PLAN SCALE 1/4 -0" FLOOR PLAN SCAL 1/4".1 1 B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00-00-00 RECEIVED MAY 162008 PERMIT CENTER B.D- SUBMITTAL: 04-01 -08 N RD I I. RETHII. 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 www.nadelarc.com REVISIONS: / i) 8RONTQ � � 3 -4-08 LANDLORD ;�1211R A CONTRACTOR / 4 -21-08 M n A DATE JOB NO. SHEET NUMBER Nadel Retail Architects, LLP ▪ l lame 02 -05 -08 A -2.0 07536 . :. - .. • DIMENSIONAL LETTERS NIC PROVIDE SIGNAGE THAT STATES IN I" HIGH BLACK LETTERS: "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" TG v CENTER SIGNAGE ON SOFFIT AND ON I _ -' = • -' • P GB V STORE CENTERLINE OF v < TYPICAL d , ` OPEN TO BEYOND -� ST ST NT 61 EXISTING MALL STRUCTURE - • r - rr - II - 1r - IF - I I - -ir u u e • I r .9 - IS GS JL I 'N TO BEYOND 1 CASEWORK SHOWN D DOTTED BY GC > i i u L JL TYPICAL - � AND I LIGHT COVE FIXTURE LANDLORD CASEWORK SHOWN DOTTED EXISTING SOFFIT g„ 3 X 18 GA MTL. STUDS -JL _IL -IL _IL CASEY'4ORK SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR CONTINUOUS 1/2 " I CHANNEL lATCH LANDLORD'S STANDARD SS BRUSHED STAINLE55� STEEL METAL BASE I -- 8 @ I G" O.C. TYPICAL SOFFIT FRAME i 7� 4 � T ELEVATION ITV ERI�R 1/4 " =1'-0" � INTERIOR ELEVATION 1/4" = I i-o" OVER MASONRY BACKER BOARD 5T • A 2 i i1 RECESSED GLAZING CHANNEL + 1 1 ' -6 vi CLEAR GLASS GEC TEMPERED STEEL � I I TYPICAL STAINLESS GLAZING CHANNEL + I I C -0 II L- ® A + (J 1-4" L - LINE OF t P GB < < TYPICAL I 1 G STOREFRONT GLASS - < TYPICAL r - 1r - - Ir 7r - - IF - ir` - ' �r -Ir - Ir - Ir - 1r it - - 0i - CASEWORK — › SHOWN DOTTED BY SC i - �r - Ir -- Ir �Ir r it �r - � - �r t - r- -r — �r ST II II II II II II H H 11 n v ., - A ST REFER TO STRUCTURAL % !) < I LINE FOR FRAMING GLASS STAINLESS STEEL CLADDING L►NE OF STOREFRON GLASS OF STOREFRONT GLASS SS I JL L _IL- _IL -JL IL -J L _IL L �J -IL JL -IL- JL JL_. JL,JL L IL, J SLIDING STOREFRONT DOORS _IL _IL w _IL os,„„„.0,24.7 I B 0/ 5/8" - "YPE 'X' GYPSUM BOARD I I CASEWORK SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR APPLY BASE TO ALL WALLS IN SALES AND PUBLIC AREAS NOT HIDDEN BY CASEWORK ti 05 1 STOREFRONT HEAD NOT TO SCALE INTERIOR ELEVATION 1/4 " =1' -0" 5 . INTERIOR ELEVATION 1/4".I 2 •. :. e : " .:.. • • .. •. . - " • : • : - IMPORTANT: DOOR PANELS ARE TO BE EQUAL SIZE " INTERNALLY ILLUMINATED SIGN GAB I NET MOUNTED FLUSH TO SOFFIT AND LIGHT SHOP DRAWINGS, NI G AS REQU I RED) CI RCU 11 MALL'S DRAWINGS COVE, REFER TO 51 GNAGE (UNDER SEPARATE PERMIT FIXTURE f. 1 l EXISTING MALL STRUCTURE r �'� t-D g C , • - ck , AND I NARROWER THEN THE FIXED GLASS S I DELIGHTS ON EITHER SIDE FIELD VERIFY ALL DIMENSION, REVIEW WITH THE AR PRIOR TO FABRICATION f� I LIGHT COVE AND LANDLORD EXISTING SOFFIT n � --L-7 EXISTING STONE TILE ST 4 I 0 ----Ir �- 0 c C- 5 01:-.-- - °$ � CONTINUOUS 1/2" CHANNEL I AI I C - 2ND FLOOR ] MATCH LANDLORD'S STANDARD EXISTING LIGHT COVE FIELD VERIFY OVER CEMENTITIOUS BACKER BOARD ST _ L_ ALL S I GNAGE MUST BE ON SEPARATE AND ON 1 DAY TIME CLOCK SET TO OPERATING HOURS. SUBMIT SHOP FOR REVIEW AND APPROVAL. _ li STAINLESS STEEL GLAD BASE V a thy e an C EXISTING ESCALATOR � 5 11 18 MTL. STUDS SIGNAGE CABINET 3- X GA @ I �" o.C. TYPICAL SOFFIT FRAME � - io - oJ (UNDER SEPARATE CONTRACT) •� 55 I ci I_ II BRUSHED STAINLESS 5Th GLADD I NG 1 DOOR 0 ' - + r - , + + I I Q -O II TG 1� EX I STI NCB STONE FINISH BY LANDLORD ` IP G5 F TYPICAL > 0 SLIDING 0 I I — � 4.0 / + &' -4II 6 EXISTING NEUTRAL PIER A4.0 • j REFER TO STRUCTURAL w FO FRA ING ' STAINLESS STEEL CLADDING 1 . 1 . - • . • : • r • - :.: - 1' • , .. . j . -•�: • •; . i• .•,. s •' • • " ' • " • • • ... -- -- -- - • . +: - , :•:: . •L. • - . -.'' t2' k- %-- , . RECEIVED 162008 PERMIT CENTER . • , ' • r �'" . .• " r 2" STAINLESS STEEL • • • ^• SLIDING GLASS STOREFRONT DOORS SS' II TG PROVIDE CLEAR EDGE BAND (36 LENGTH) ON LEADING EDGE OF SLIDING DOORS TO I I. I 16 �O +/- SLD I NG GLASS STOREFRONT DOORS: , U- GHANNEL, INVERTED AND SITTING 1/52" PROUD :; � r .. F .•, • .. • ; : -� ... :.••.: :i s •: : * t I I PROTECT GLASS EDGE FROM FIXTURE DISPLAYS / 5ETWEEN NEW AND FIELD VERIFY DIMENSIONS PRIOR TO FAE3RICATION CLEAR TEMPERED EXISTING FINISHES GLASS ;? ••.: ` ti .: ;. :.::..s ..:.. w• - - • �. _. + •• .,_ ._ : «,,.� .. -.. _; :, • .. .- _ '• i .: rJ • : , .! - ,'! • # • •K �.r •° • • • :•:��•••••• • . .k. ►, r♦ STOREFRONT HEAD NOT TO SCALE 4 STOREFRONT ELEVATION 5/8 "=I -0° 1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, L.L.P. ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 04-01-08 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 NODEL RETRIL Nadel Retail Architects, LLP www.nadelarc.com u: 0 J W REVISIONS: L, TOREFRONT - 08 / 3 / � \ A jkN 12 - 08 /� CONTRACTOR � \ A- 21-08 / \ /xBUILbWG ' 1 \ 5 -08 / \ A A A A DATE JOB NO. SHEET NUMBER 02 -05 -08 A -3.0 07536 CONSULTANT NAME DRAWING TITLE: COMPRESSION STRUT. RUNNER TEES. -- FIRST WIRE. w L u � WALL ` ► J O h l -O IL MAX. T MAX. SGIN4A05 05 -12 -11 in 0 7YP. TENANT SPACE: SEE FLOOR PLANS 12 -0° r 12 -0" NO. 12 GA. WIRE HANGERS AT 4' -0" D.G. EACH WAY. 4 NO. 12 WIRES SPLAYED 45 IN FOUR DIRECTIONS 10 DEGREES APART. �- ROOF AS OCCURS_ 6 -0" r MAX. MAX. ' MAX. FLOOR AS OCCURS. NOTES: I. VERTICAL HANGERS: SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAGE SPACED AT 4' -Q' ON CENTER OR NO. 10 GAGE AT 5' -0" ON CENTER ALONG EACH MAIN RUNNER. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE GELLING 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 I IN 6 OUT OF PLUMS UNLESS COUNTER SLOPING WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK I I -1/4' COW - ROLLED CHANNELS FOR SPANS EXCEEDING 45" 2. PERIMETER HANGERS: THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF S" FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 GAGE WIRE OR APPROVED WALL SUPPORT. 3. LATERAL FORGE BRACING: HORIZONTAL RESTRAINTS SHALL BE arrrCTED BY FOUR NO. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN TWO INGRES OF THE GROSS RUNNER INTERSECTION AND SPLAYED 40 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT FASTEN TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO Ti-E STRICT. 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' -0" FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORGE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INGI -TES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORGE. BRACING WIRES SHALL BE ATTACHED TO THE GRIP 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 15 GREATER, WITH A SAFETY FACTOR OF 2. 4. PERIMETER MEMBERS: FOR TILE CEILINGS, ENDS OF MAIN RUNNERS AND GROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. 5. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO 1T-E PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE TWO OTHER WALLS. LIGHTING FIXTURES: I . ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. NO. 12 GAGE HANGERS SHALL BE ATrAGFED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 2. LIGHTING FIXTURE WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 4. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO. q GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. BRACING FOR ACOUSTICAL CEILINGS/ NOTES 1 SCALE NTS PROVIDE CONTINUOUS MAPLE VENEER REVEAL FOR FIELD INSTALLATION BLOCK AS REQUIRED MAPLE VENEER 0/ 3/4" PLYWOOD OR MDF MAPLE VENEER 0/ 3/4" PLYWOOD OR MDF PROVIDE CONTINUOUS MAPLE VENEER BASE FOR FIELD INSTALLATION 13 N ST NEUTRAL PIER GLAZING CONTRACTOR TO VERIFY THICKNESS 'ATCH MALL FLOORING AS REQUIRED (BY GC) I' -0" 2" 1 -5" i CASEWORK SECTION LEASE LINE AND SOFFIT ABOVE SHOWN DOTTED 5/8" TYPE 'X' GYPSUM BOARD EASE AND POLISH EDGE 1/2" REVEAL (MAPLE VENEER 0 BACK PANEL) I/4" GAP TG ST 1 SLIDING DOOR BASE BLOCK AS REQUIRED ADJUSTABLE LEGS AS SELECTED BY FABRICATOR TG CONT. I /2" ALUMINUM CHANNEL TO MATCH LANDLORD'S STANDARD 3 -5/8" X 20 GA METAL STUDS EXISTING NEUTRAL PIER ROUND HEAD PHILLIPS MACHINE 3 SCREW INTO PROPELL NUT INSERT ON FIXED BACK PANEL REMOVABLE 1/2" MDF PANEL LATEX PAINT FINISH TO MATCH COLOR SCHEDULE: FINISH TO APPROXIMATE FLAT PAINTED GYPSUM BOARD SCALE NTS WF -TS -S COMPACT FLUORESCENT BY SIRCHWOOD LIGHTING OR EQUAL 3' LENGTH, WHITE FINISH 10 FINISH SLIDING DOOR RAILS DOOR TRACK RECESSED BETWEEN FLOOR FINISH)~S SCALE NTS PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF FINISHED REVEAL SEMI RECESSED ALUMINUM STANDARDS "HAFELE" 285.12./05 OR EQUAL PROVIDE MATCHING SHELF SUPPORT CLIPS "HAFELE" 283.68.107 10" DEEP TEMPERED OR ANNEALED GLASS DISPLAY SHELVING, POLISHED EDGES, ADJUSTABLE VERIFY WIDTH FOR TIGHT FIT TYPICAL FOR FOUR PER DISPLAY DAY 10" DEEP TEMPERED OR ANNEALED GLASS DISPLAY SHELVING, POLISHED EDGES, ADJUSTABLE VERIFY WIDTH FOR TIGHT FIT TYPICAL FOR FOUR PER DISPLAY BAY 1 1 SCALE 12 NTS G LAZING CONTRACTOR TO VERIFY THICKNESS PATCH MALL FLOORING AS REQUIRED (BY GC) STOREFRONT BASE ST SOFFIT FRAMING CEMENTITIOU5 BACKER BOARD EASE AND POLISH EDGE SEALANT TO MATCH STONE TILE GLASS HEAD ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. ST 1 TG MELD VERIFY REFER TO STOREFRONT SECTIONS BACK of CASE TO BE MAPLE VENEER PLYWOOD FOR FINISHED APPEARANCE WITH OR WITHOUT PAINTED INLAID PANELS CASE ISOMETRIC VIEW ■ Co TYPICAL BASE •t. MAPLE WOOD F.F. GLAZING SILL TO MATCH DOOR RAILS: ALL STOREFRONT METAL MUST BE FACTORY MANUFACTURED -- USE OF FIELD INSTALLED BREAK METAL NOT ACGEE I ED SET IN SEALANT SCALE NTS 2 LAYERS GB PROVIDE I" DIAMETER FINGER PULL F s STAINLESS STEEL GLAZING CHANNEL 3/8" SCALE NTS NTS REMOVABLE 1/2" PLYWOOD OR MASONITE PANEL, PAINT FINISH TO MATCH SCHEDULE: FINISHED APPEARANCE SIMILAR TO GYPSUM BOARD WITH FLAT PAINT. UNSKILLED LABOR SHOULD BE ABLE TO REMOVE OR ATTACH THIS PANEL USING A PHILLIPS HEAD SCREWDRIVER. SCALE NTS SCALE TRANSITION w —IN 0 9 ALL FINISI-E5 MUST BE FLUSH WITH ONE ANOTHER WITH NO TRIPPING HAZARDS. LIPS OF MORE THAN I116" OR TRANSITIONS OF MORE THAN 1/2" ARE NOT ACCEPTABLE VINYL TILE REDUCER STRIP BY MERCER OR EQUAL BLOCK AS REQUIRED TO MOUNT CORNER BETWEEN DISPLAY BOXES SCALE NTS 4 I -0 " 5 O 0 DISPLAY BOX OR MIRROR SPRING CLIP ATTAC HOLES 1 1 -0 " SOLID MAPLE FRAME TOP CLIP MECHANICALLY FASTENED SPRING CLIP I LB CLIP MECHANICALLY ASTENED SUSPENDED CEILING DETAIL HANGER WIRE TOP CLIP COMPRESSION POST SUSPENDED CEILING DETAIL HANGER WIRES @ 3 O.G. MAXIMUM PER CSC TABLE 25A 7/5" CHANNEL FURRING 16" O.G. SECURE TO I 5/5" METAL JOIST FRAMING WITH MIN. S GA. WIRE (4) 12 GA. SPLAY WIRES SPLAYED 10 FROM EACH OTHER AND 45 (MAX) FROM CEILING PLANE I S /S' METAL JOIST FRAMING @ 43" O.G. GYP.BD.CLG.SUSPENSION /Z CASEWORK PLAN AND ELEVATION MAPLE FINISH SHELF AT BASE OF CASE TO BE CONTINUOUS AT CORNER ONLY (ONLY IF OCCURS!) 12 Q7y _ I/2" EMT - RUN TIGHT TO - STRUCTURE ABOVE (4' -0" MAX. FOR 1/2" DIA.) I GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12 O.G. EACH WAY AND WITHIN 6' -O" OF EACH WALL 5/4' EMT - BUTT TIGHT TO 15/8' METAL JOIST FRAMING DRILL 5/32" HOLE FOR I /8° BOLT 4 LOCKNUT AFTER CEILING SYSTEM IS LEVELED `4- ‘ iis.. 100 00..1 1 4 1 F igi a . : SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK NOTE: L/R RATIO NOT TO EXCEED 200 5" 4 3" 4 MIRROR PLAN DETAIL SCALE NTS 4 BLOCK AS REQUIRED TO MOUNT MIRROR BETWEEN DISPLAY BOXES ll"I11I111114111:11 1111111111' II IICI1.11111111111M1:"111:11I11 :1111111 1111111111111111111111: 11111111111111111111 11111$111I;11E II 5/4" MDF /4° CLEAR MIRROR ' — O 11 3 5/5" x 20 GA. MTL STUDS ® 45 O.G. (BRACING), OR EXTEND PARTITION TO UNDERSIDE OF STRUCTURE THIS 15 A POURED -IN -PLACE CONCRETE BUILDING WITH POST- TENSIONED CONCRETE SLABS. USE OF SHOT PINS OR OTHER ATTACHMENT METHOD TO SLAB 15 LIMITED TO A LENGTH OF 3/4" TO PREVENT DAMAGE TO TENDONS. ALL OTHER FASTENING METHODS, PENETRATIONS OR CORING WILL REQUIRE SLAB X -RAY. NO TRENCHING OR CORING BETWEEN STRUCTURAL COLUMNS ALLOWED EXCEPT ON LEVEL ONE (GROUND FLOOR) WITH PRIOR WRITTEN PERMISSION FROM LANDLORD. TYPICAL PARTITION GYPSUM BOARD SOFF I T BY CONTRACTOR SHELF BELOW 3/4" REVEAL: MAPLE VENEER OR WOOD FINISH SOLID MAPLE FRAME SCREW BRACING TO STUD INFILL WITH 5-#5 SCREWS 4 - EXISTING MALL DECK 1/2" REVEAL (MAPLE BACKING BEYOND) REFER TO SECTION AND DETAIL. REMOVABLE 1/2" MDF PANEL PAINT FINISH TO MATCH SCHEDULE: FINISH SIMILAR TO GYPSUM BOARD WITH FLAT PAINT. 'cam o a 1 • � �� 4— MAPLE WOOD VENEER 0/ 5/4 MDF OR PLYWOOD GLASS SHELF BELOW B.D. SUBMITTAL: 00-00 -00 B.D. SUBMITTAL: 00-00-00 CEILING WHERE OCCURS REFER TO RCP FOR TYPE AND HEIGHT 3 5/8" x 20 GA. MTL STUDS @ 16" D.G. WI TH I -LAYER 5/5" TYPE 'X GYP BD EACH SIDE YYP. ICBO No. 1715 -P SECURE BTM TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145" DIA. @ 24" O.G. MAX. NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE ERIGO TOOL FASTENERS. ICBO ER 4546 HILTI INC. ICBO #ER 1240, #ITW RAMSET / RED HEAD - ICBO #ER 1141 OR. EQUAL (TYP) MAPLE WOOD VENEER 0/ 3/4" MDF OR PLYWOOD. MAPLE VENEER OVER I" MDF OR PLYWOOD LEFT AND RIGHT SIDES OF EACH DISPLAY BOX. 1/2" THICK X 10" DEEP TEMPERED OR ANNEALED GLASS SHELVES - ADJUSTABLE GLASS 15 SUPPLIED BY OWNER. SCALE SCALE NTS NTS RECEIVED HAY ,16 nnue PERMIT CENTEi SCALE 3 NTS B.D. SUBMITTAL: 04 -01-08 Nadel Retail Architects, LLP 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 REVISIONS: DATE JOB NO. NODEE R[THR www.nadelarc.com L SHEET NUMBER J Q W A4.0 z 0 - V z I TOREFRONT /� 3- 4-08 / \ LANDLORD 3 -12 -08 CONTRACTOR 4 -21-08 / \ /\BUILDING \ 5 -08-08 , \ A A A A 02.05 -08 07536 REMOVABLE 1/2" MDF PANEL LATEX PAINT FINISH TO MATCH COLOR SCHEDULE: FINISH TO APPROXIMATE FLAT PAINTED 11 GYPSUM BOARD MAPLE PLYWOOD 3/4 VENEER FRAME: IF FAINTED INSERT PANEL 15 REMOVED, BACK OF CASEWORK IS TO BE FINISHED SURFACE REMOVABLE 1/2" MDF PANEL 1 I LATEX FAINT FINISH TO MATCH COLOR SCHEDULE: FINISH TO APPROXIMATE FLAT PAINTED GYPSUM BOARD MAPLE VENEER 0/ 1 I" PLYWOOD OR MDF v COMPRESSION STRUT. RUNNER TEES. -- FIRST WIRE. w L u � WALL ` ► J O h l -O IL MAX. T MAX. SGIN4A05 05 -12 -11 in 0 7YP. TENANT SPACE: SEE FLOOR PLANS 12 -0° r 12 -0" NO. 12 GA. WIRE HANGERS AT 4' -0" D.G. EACH WAY. 4 NO. 12 WIRES SPLAYED 45 IN FOUR DIRECTIONS 10 DEGREES APART. �- ROOF AS OCCURS_ 6 -0" r MAX. MAX. ' MAX. FLOOR AS OCCURS. NOTES: I. VERTICAL HANGERS: SUSPENSION WIRES SHALL NOT BE SMALLER THAN NO. 12 GAGE SPACED AT 4' -Q' ON CENTER OR NO. 10 GAGE AT 5' -0" ON CENTER ALONG EACH MAIN RUNNER. EACH VERTICAL WIRE SHALL BE ATTACHED TO THE GELLING 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 I IN 6 OUT OF PLUMS UNLESS COUNTER SLOPING WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK TO BACK I I -1/4' COW - ROLLED CHANNELS FOR SPANS EXCEEDING 45" 2. PERIMETER HANGERS: THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF S" FROM EACH WALL OR CEILING DISCONTINUITY WITH NO. 12 GAGE WIRE OR APPROVED WALL SUPPORT. 3. LATERAL FORGE BRACING: HORIZONTAL RESTRAINTS SHALL BE arrrCTED BY FOUR NO. 12 GAGE WIRES SECURED TO THE MAIN RUNNER WITHIN TWO INGRES OF THE GROSS RUNNER INTERSECTION AND SPLAYED 40 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. A STRUT FASTEN TO THE MAIN RUNNER SHALL BE EXTENDED TO AND FASTENED TO Ti-E STRICT. 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' -0" FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE SHALL BE ADEQUATE FOR THE LOAD IMPOSED. LATERAL FORGE BRACING MEMBERS SHALL BE SPACED A MINIMUM OF 6 INGI -TES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT 15 NOT PROVIDED WITH BRACING RESTRAINS FOR HORIZONTAL FORGE. BRACING WIRES SHALL BE ATTACHED TO THE GRIP 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 15 GREATER, WITH A SAFETY FACTOR OF 2. 4. PERIMETER MEMBERS: FOR TILE CEILINGS, ENDS OF MAIN RUNNERS AND GROSS MEMBERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING. 5. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED TO 1T-E PERIMETER MEMBER AT TWO ADJACENT WALLS WITH CLEARANCE BETWEEN THE WALL AND THE RUNNERS MAINTAINED AT THE TWO OTHER WALLS. LIGHTING FIXTURES: I . ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE LIGHTING FIXTURE WEIGHT ACTING IN ANY DIRECTION. NO. 12 GAGE HANGERS SHALL BE ATrAGFED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 2. LIGHTING FIXTURE WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE REQUIREMENTS OUTLINED ABOVE, TWO NO. 12 GAGE HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 3. LIGHTING FIXTURES WEIGHING 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED HANGERS. 4. PENDANT -HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE USING NO. q GAGE WIRE OR APPROVED ALTERNATE SUPPORT WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT. BRACING FOR ACOUSTICAL CEILINGS/ NOTES 1 SCALE NTS PROVIDE CONTINUOUS MAPLE VENEER REVEAL FOR FIELD INSTALLATION BLOCK AS REQUIRED MAPLE VENEER 0/ 3/4" PLYWOOD OR MDF MAPLE VENEER 0/ 3/4" PLYWOOD OR MDF PROVIDE CONTINUOUS MAPLE VENEER BASE FOR FIELD INSTALLATION 13 N ST NEUTRAL PIER GLAZING CONTRACTOR TO VERIFY THICKNESS 'ATCH MALL FLOORING AS REQUIRED (BY GC) I' -0" 2" 1 -5" i CASEWORK SECTION LEASE LINE AND SOFFIT ABOVE SHOWN DOTTED 5/8" TYPE 'X' GYPSUM BOARD EASE AND POLISH EDGE 1/2" REVEAL (MAPLE VENEER 0 BACK PANEL) I/4" GAP TG ST 1 SLIDING DOOR BASE BLOCK AS REQUIRED ADJUSTABLE LEGS AS SELECTED BY FABRICATOR TG CONT. I /2" ALUMINUM CHANNEL TO MATCH LANDLORD'S STANDARD 3 -5/8" X 20 GA METAL STUDS EXISTING NEUTRAL PIER ROUND HEAD PHILLIPS MACHINE 3 SCREW INTO PROPELL NUT INSERT ON FIXED BACK PANEL REMOVABLE 1/2" MDF PANEL LATEX PAINT FINISH TO MATCH COLOR SCHEDULE: FINISH TO APPROXIMATE FLAT PAINTED GYPSUM BOARD SCALE NTS WF -TS -S COMPACT FLUORESCENT BY SIRCHWOOD LIGHTING OR EQUAL 3' LENGTH, WHITE FINISH 10 FINISH SLIDING DOOR RAILS DOOR TRACK RECESSED BETWEEN FLOOR FINISH)~S SCALE NTS PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF FINISHED REVEAL SEMI RECESSED ALUMINUM STANDARDS "HAFELE" 285.12./05 OR EQUAL PROVIDE MATCHING SHELF SUPPORT CLIPS "HAFELE" 283.68.107 10" DEEP TEMPERED OR ANNEALED GLASS DISPLAY SHELVING, POLISHED EDGES, ADJUSTABLE VERIFY WIDTH FOR TIGHT FIT TYPICAL FOR FOUR PER DISPLAY DAY 10" DEEP TEMPERED OR ANNEALED GLASS DISPLAY SHELVING, POLISHED EDGES, ADJUSTABLE VERIFY WIDTH FOR TIGHT FIT TYPICAL FOR FOUR PER DISPLAY BAY 1 1 SCALE 12 NTS G LAZING CONTRACTOR TO VERIFY THICKNESS PATCH MALL FLOORING AS REQUIRED (BY GC) STOREFRONT BASE ST SOFFIT FRAMING CEMENTITIOU5 BACKER BOARD EASE AND POLISH EDGE SEALANT TO MATCH STONE TILE GLASS HEAD ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. ST 1 TG MELD VERIFY REFER TO STOREFRONT SECTIONS BACK of CASE TO BE MAPLE VENEER PLYWOOD FOR FINISHED APPEARANCE WITH OR WITHOUT PAINTED INLAID PANELS CASE ISOMETRIC VIEW ■ Co TYPICAL BASE •t. MAPLE WOOD F.F. GLAZING SILL TO MATCH DOOR RAILS: ALL STOREFRONT METAL MUST BE FACTORY MANUFACTURED -- USE OF FIELD INSTALLED BREAK METAL NOT ACGEE I ED SET IN SEALANT SCALE NTS 2 LAYERS GB PROVIDE I" DIAMETER FINGER PULL F s STAINLESS STEEL GLAZING CHANNEL 3/8" SCALE NTS NTS REMOVABLE 1/2" PLYWOOD OR MASONITE PANEL, PAINT FINISH TO MATCH SCHEDULE: FINISHED APPEARANCE SIMILAR TO GYPSUM BOARD WITH FLAT PAINT. UNSKILLED LABOR SHOULD BE ABLE TO REMOVE OR ATTACH THIS PANEL USING A PHILLIPS HEAD SCREWDRIVER. SCALE NTS SCALE TRANSITION w —IN 0 9 ALL FINISI-E5 MUST BE FLUSH WITH ONE ANOTHER WITH NO TRIPPING HAZARDS. LIPS OF MORE THAN I116" OR TRANSITIONS OF MORE THAN 1/2" ARE NOT ACCEPTABLE VINYL TILE REDUCER STRIP BY MERCER OR EQUAL BLOCK AS REQUIRED TO MOUNT CORNER BETWEEN DISPLAY BOXES SCALE NTS 4 I -0 " 5 O 0 DISPLAY BOX OR MIRROR SPRING CLIP ATTAC HOLES 1 1 -0 " SOLID MAPLE FRAME TOP CLIP MECHANICALLY FASTENED SPRING CLIP I LB CLIP MECHANICALLY ASTENED SUSPENDED CEILING DETAIL HANGER WIRE TOP CLIP COMPRESSION POST SUSPENDED CEILING DETAIL HANGER WIRES @ 3 O.G. MAXIMUM PER CSC TABLE 25A 7/5" CHANNEL FURRING 16" O.G. SECURE TO I 5/5" METAL JOIST FRAMING WITH MIN. S GA. WIRE (4) 12 GA. SPLAY WIRES SPLAYED 10 FROM EACH OTHER AND 45 (MAX) FROM CEILING PLANE I S /S' METAL JOIST FRAMING @ 43" O.G. GYP.BD.CLG.SUSPENSION /Z CASEWORK PLAN AND ELEVATION MAPLE FINISH SHELF AT BASE OF CASE TO BE CONTINUOUS AT CORNER ONLY (ONLY IF OCCURS!) 12 Q7y _ I/2" EMT - RUN TIGHT TO - STRUCTURE ABOVE (4' -0" MAX. FOR 1/2" DIA.) I GA. VERTICAL HANGER WIRE COMPRESSION STRUT REQUIRED AT EACH SEISMIC RESTRAINT 12 O.G. EACH WAY AND WITHIN 6' -O" OF EACH WALL 5/4' EMT - BUTT TIGHT TO 15/8' METAL JOIST FRAMING DRILL 5/32" HOLE FOR I /8° BOLT 4 LOCKNUT AFTER CEILING SYSTEM IS LEVELED `4- ‘ iis.. 100 00..1 1 4 1 F igi a . : SECURE SUPPORT WIRES TO STRUCTURAL STEEL MEMBERS ABOVE - NOT TO ROOF DECK NOTE: L/R RATIO NOT TO EXCEED 200 5" 4 3" 4 MIRROR PLAN DETAIL SCALE NTS 4 BLOCK AS REQUIRED TO MOUNT MIRROR BETWEEN DISPLAY BOXES ll"I11I111114111:11 1111111111' II IICI1.11111111111M1:"111:11I11 :1111111 1111111111111111111111: 11111111111111111111 11111$111I;11E II 5/4" MDF /4° CLEAR MIRROR ' — O 11 3 5/5" x 20 GA. MTL STUDS ® 45 O.G. (BRACING), OR EXTEND PARTITION TO UNDERSIDE OF STRUCTURE THIS 15 A POURED -IN -PLACE CONCRETE BUILDING WITH POST- TENSIONED CONCRETE SLABS. USE OF SHOT PINS OR OTHER ATTACHMENT METHOD TO SLAB 15 LIMITED TO A LENGTH OF 3/4" TO PREVENT DAMAGE TO TENDONS. ALL OTHER FASTENING METHODS, PENETRATIONS OR CORING WILL REQUIRE SLAB X -RAY. NO TRENCHING OR CORING BETWEEN STRUCTURAL COLUMNS ALLOWED EXCEPT ON LEVEL ONE (GROUND FLOOR) WITH PRIOR WRITTEN PERMISSION FROM LANDLORD. TYPICAL PARTITION GYPSUM BOARD SOFF I T BY CONTRACTOR SHELF BELOW 3/4" REVEAL: MAPLE VENEER OR WOOD FINISH SOLID MAPLE FRAME SCREW BRACING TO STUD INFILL WITH 5-#5 SCREWS 4 - EXISTING MALL DECK 1/2" REVEAL (MAPLE BACKING BEYOND) REFER TO SECTION AND DETAIL. REMOVABLE 1/2" MDF PANEL PAINT FINISH TO MATCH SCHEDULE: FINISH SIMILAR TO GYPSUM BOARD WITH FLAT PAINT. 'cam o a 1 • � �� 4— MAPLE WOOD VENEER 0/ 5/4 MDF OR PLYWOOD GLASS SHELF BELOW B.D. SUBMITTAL: 00-00 -00 B.D. SUBMITTAL: 00-00-00 CEILING WHERE OCCURS REFER TO RCP FOR TYPE AND HEIGHT 3 5/8" x 20 GA. MTL STUDS @ 16" D.G. WI TH I -LAYER 5/5" TYPE 'X GYP BD EACH SIDE YYP. ICBO No. 1715 -P SECURE BTM TRACK TO SLAB USING POWDER DRIVEN FASTENERS MIN. .145" DIA. @ 24" O.G. MAX. NOTE: FOR POWDER DRIVEN FASTENERS (SILL ANCHORAGE) USE ERIGO TOOL FASTENERS. ICBO ER 4546 HILTI INC. ICBO #ER 1240, #ITW RAMSET / RED HEAD - ICBO #ER 1141 OR. EQUAL (TYP) MAPLE WOOD VENEER 0/ 3/4" MDF OR PLYWOOD. MAPLE VENEER OVER I" MDF OR PLYWOOD LEFT AND RIGHT SIDES OF EACH DISPLAY BOX. 1/2" THICK X 10" DEEP TEMPERED OR ANNEALED GLASS SHELVES - ADJUSTABLE GLASS 15 SUPPLIED BY OWNER. SCALE SCALE NTS NTS RECEIVED HAY ,16 nnue PERMIT CENTEi SCALE 3 NTS B.D. SUBMITTAL: 04 -01-08 Nadel Retail Architects, LLP 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 REVISIONS: DATE JOB NO. NODEE R[THR www.nadelarc.com L SHEET NUMBER J Q W A4.0 z 0 - V z I TOREFRONT /� 3- 4-08 / \ LANDLORD 3 -12 -08 CONTRACTOR 4 -21-08 / \ /\BUILDING \ 5 -08-08 , \ A A A A 02.05 -08 07536 GEN (THE F ❑LL ❑WING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) 1.0 STRUCTURAL CRITERIA 1.1 ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATI ❑NS, AND THE INTERNATIONAL BUILDING CODE 2006 EDITION (IBC 2006) 1.1.1 ALL REFERENCES TO OTHER CODES, STANDARDS AND SPECIFICATIONS, (ACI, ASTM, ETC), SHALL BE TO THE LATEST OR MOST CURRENT EDITION AVAILABLE. L2 DESIGN LOADING CRITERIA MECHANICAL UNITS WEIGHTS FURNISHED MY MANUFACTURER SEISMIC Ss =1.49, S1 =0.51, Ie =1.0, SITE CLASS 'D', R =1.25, SEISMIC DESIGN CATEGORY ='D' SEE PLANS FOR ADDITIONAL LOADING CRITERIA 1.3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTI ❑N WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CAPABILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRI ❑R TO CONSTRUCTION. 1.4 CONTRACTOR SHALL VERITY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDLINES ONLY AND MUST BE VERIFIED. 1.5 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTI ❑NS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 1.6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1.7 CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. L8 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTI ❑N. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 1.9 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BUY THE SUPPLIER. 1.10 SHOP DRAWINGS FOR REINFORCING STEEL STRUCTURAL STEEL GLUED LAMINATED MEMBERS PRE - ENGINEERED WOOD TRUSSES PRE - ENGINEERED WOOD I- JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATI ❑N OF THESE ITEMS. 1.11 SHOP DRAWING REVIEW' DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFOR, MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRI ❑R TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL, THERETO, SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY] REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALL METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILDING COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADING SHALL INCLUDE THE DESIGING PROFESSIONAL STATE OF WASHINGTON ENGINEER'S STAMP, AND SHALL BE APPROVED BT THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 2,0 INSPECTION REQUIREMENTS 2.1 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 109) 2.1.1 F❑UNDATI ❑N INSPECTI ❑N SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRI ❑R TO INSPECTI ❑N. 2.1.2 CONCRETE SLAB OR UNDERFLOOR INSPECTION SHALL BE MADE AFTER ALL UNDER SLAB ACCESSORIES AND REINFORCEMENT ARE PLACED AND PRIOR TO CONCRETE SLAB PLACEMENT OR FLOOR SHEATHING INSTALLATI ❑N. 2.1.3 FRAME INSPECTIONS SHALL BE MADE AFTER ALL FRAMING IS COMPLETE ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC, ARE INSTALLED AND APPROVED PRIOR TO COVER. 2.1.4 IN ADDITI ❑N TO THE INSPECTION SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR REQUIRE OTHER INSPECTION OF ANY CONSTRUCTION WORK 2.2 STRUCTURAL TESTS & INSPECTION (IBC CHAPTER 17) 2.1.4 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH REQUIRMENTS OF CHAPTER 17 OF THE IBC AS WELL ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL 5.0 ANCHORAGE 5.1 EXPANSION BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON WEDGE -ALL. INSTALL IN STRICT ACCORDANCE WITH ICCER REPORT NO. 3631 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 5.2 DRIVE PINS AND OTHER POWDER- ACTUATED FASTENERS SHALL BE LOW VELOVITY TYPE (SERIES 1500, 0.14' DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639. MINIMUM EMBEDMENT. IN CONCRETE SHALL BE 1' UNLESS OTHERWISE NOTED. MAINTAIN AT LEASE 3' TO NEAREST CONCRETE EDGE. 5.3 EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SET EPDXY BY SIMPSON STRONG TIE. INSTALL IN STRICT ACCORDANCE WITH ICC ESR -1772. 7,0 STEEL 71 STRUCTURAL STEEL DESIGN , FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES' 7.1.1 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 7.1.2 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1' 'THIS APPROVAL CONSTITUTES THE OWNERS ACCEPTANCE OF ALL RESP ❑NSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS.' 7.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS' TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES <NOTED GRADE 50 ON PLANS) C. PIPE COLUMNS D. STRUCTURAL TUBING <SQUARE OR RECTANGULAR) E. ANCHOR BOLTS (EMBED INTO MASONRY OR CONCRETE) F. CONNECTION BOLTS <3/4' DIAMETER, UNLESS SHOWN OTHERWISE) 7.3 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 7, 2000. 7.4 ALL A -325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER A.IS.C. SPECIFCATIONS. IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. 7.5 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS <AS DEFINED BY A.W.S.) SHALL BE USED. 7.6 HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A -108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS. 4- ERAL STRUCTURAL W10x15 ASTM SPECIFICATION Fy \EITES A36 36 KSI A572 50 KSI A53 <TYPE E OR S. GRADE B) 36 KSI A500 <GRADE B) 46 KSI A307 A325 -N 41 STORE FRONT 23•_8•• +/_ TYP. AT STIFFENERS 22 ", VERIFY DIMENSI ❑N IN FIELD v y (3) 5/8' A307 1 L W10x15 dila ^,.r••■• 4x4x t" TUBE STEEL COLUMN DETAIL 2 8 "- " 23 DETAIL 1 SECTION A -A // 3 / 4 " • (2) V'z "x3 EXPANSION ANCHORS SOFFIT & ARCH. BOX BEAM PER ARCHITECTURAL DETAILS 4 °x6 °x/4" PLATE 3/ 4 // V • DETAIL 3 DOgi-11 4x4xY" TUBE STEEL COLUMN 4x4x/4" TUBE STEEL COLUMN 12 ° x12 °x3'z° BASE PLATE W10x15 5 s • DETAIL 4 y V TYPICAL COLUMN BASE DETAIL /4 // V 3 °x3 °x/.' L. STIFFENER PLATE I CODE COMPLIANCE. APPROVED b • A �� ° : 4 , 6 (4) 5/8' A307 BOLTS 4 "x8 °x /8" BEARING PLATE C V (4) 5 /$ "x5" EXPANSI ❑N ANCHORS RECEIVED MAY ; 162 ... PERMIT GENES II; .. _ nV , . 11 :iGiY l _ + iF - . 4.' .. '• i,, `'A, tiff. - r I.i :.' r4. - . • om ° xr15`T MA 3931 c:,, .:'+ ` °z , .. :RF -"I `rt 05 OR-00 J I EXPIRE=S: 1. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE PACIFIC NORTHWEST ENGINEERING INC. GRANTS YOU, THE LICENSEE, A NONEXCLUSIVE RIGHT OF USE OF THE POURPOSE OF CONSTRUCTING ONE STRUCTURE FROM THIS ENGINEERING. 2. OWNERSIP OF THE ENGINEERING DRAWINGS AND CALCULATIONS: PACIFIC NORTHWEST ENGINEERING INC. RETAINS THE TITLE 17 USC RIGHTS AND OWNERSHIP OF THESE ENGINEERING DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE ENGINEERING. THIS IS NOT A SALE OF THE ORIGINAL ENGINEERING. 3, COPY AND TRANSFER RESTRICTIONS: THESE TECHNICAL DRAWINGS AND CALCULATIONS ARE COPYRIGHTED. UNAUTHORIZED COPYING OF THIS ENGINEERING IS STRICTLY FORBIDDEN. THE ENGINEERING IS LICENSED TO YOU ONLY, AND MAY NOT BE TRANSFERED TO ANYONE ELSE WITHOUT THE PRIOR WRITTEN CONSENT OF PACIFIC NORTHWEST ENGINEERING. • N STORE FRONT FRAMING DRAWN BY: ' BIC3 DATE: 5- 14-2008 SCALE: N.T.S. PROJECT NUMBER: PNE 08 -276 SHEET NO: 5.1 GEN (THE F ❑LL ❑WING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) 1.0 STRUCTURAL CRITERIA 1.1 ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATI ❑NS, AND THE INTERNATIONAL BUILDING CODE 2006 EDITION (IBC 2006) 1.1.1 ALL REFERENCES TO OTHER CODES, STANDARDS AND SPECIFICATIONS, (ACI, ASTM, ETC), SHALL BE TO THE LATEST OR MOST CURRENT EDITION AVAILABLE. L2 DESIGN LOADING CRITERIA MECHANICAL UNITS WEIGHTS FURNISHED MY MANUFACTURER SEISMIC Ss =1.49, S1 =0.51, Ie =1.0, SITE CLASS 'D', R =1.25, SEISMIC DESIGN CATEGORY ='D' SEE PLANS FOR ADDITIONAL LOADING CRITERIA 1.3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTI ❑N WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CAPABILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRI ❑R TO CONSTRUCTION. 1.4 CONTRACTOR SHALL VERITY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDLINES ONLY AND MUST BE VERIFIED. 1.5 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTI ❑NS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 1.6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1.7 CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. L8 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTI ❑N. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 1.9 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BUY THE SUPPLIER. 1.10 SHOP DRAWINGS FOR REINFORCING STEEL STRUCTURAL STEEL GLUED LAMINATED MEMBERS PRE - ENGINEERED WOOD TRUSSES PRE - ENGINEERED WOOD I- JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATI ❑N OF THESE ITEMS. 1.11 SHOP DRAWING REVIEW' DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFOR, MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRI ❑R TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL, THERETO, SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY] REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALL METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILDING COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADING SHALL INCLUDE THE DESIGING PROFESSIONAL STATE OF WASHINGTON ENGINEER'S STAMP, AND SHALL BE APPROVED BT THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 2,0 INSPECTION REQUIREMENTS 2.1 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 109) 2.1.1 F❑UNDATI ❑N INSPECTI ❑N SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRI ❑R TO INSPECTI ❑N. 2.1.2 CONCRETE SLAB OR UNDERFLOOR INSPECTION SHALL BE MADE AFTER ALL UNDER SLAB ACCESSORIES AND REINFORCEMENT ARE PLACED AND PRIOR TO CONCRETE SLAB PLACEMENT OR FLOOR SHEATHING INSTALLATI ❑N. 2.1.3 FRAME INSPECTIONS SHALL BE MADE AFTER ALL FRAMING IS COMPLETE ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC, ARE INSTALLED AND APPROVED PRIOR TO COVER. 2.1.4 IN ADDITI ❑N TO THE INSPECTION SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR REQUIRE OTHER INSPECTION OF ANY CONSTRUCTION WORK 2.2 STRUCTURAL TESTS & INSPECTION (IBC CHAPTER 17) 2.1.4 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH REQUIRMENTS OF CHAPTER 17 OF THE IBC AS WELL ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL 5.0 ANCHORAGE 5.1 EXPANSION BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON WEDGE -ALL. INSTALL IN STRICT ACCORDANCE WITH ICCER REPORT NO. 3631 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 5.2 DRIVE PINS AND OTHER POWDER- ACTUATED FASTENERS SHALL BE LOW VELOVITY TYPE (SERIES 1500, 0.14' DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639. MINIMUM EMBEDMENT. IN CONCRETE SHALL BE 1' UNLESS OTHERWISE NOTED. MAINTAIN AT LEASE 3' TO NEAREST CONCRETE EDGE. 5.3 EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SET EPDXY BY SIMPSON STRONG TIE. INSTALL IN STRICT ACCORDANCE WITH ICC ESR -1772. 7,0 STEEL 71 STRUCTURAL STEEL DESIGN , FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES' 7.1.1 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 7.1.2 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1' 'THIS APPROVAL CONSTITUTES THE OWNERS ACCEPTANCE OF ALL RESP ❑NSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS.' 7.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS' TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES <NOTED GRADE 50 ON PLANS) C. PIPE COLUMNS D. STRUCTURAL TUBING <SQUARE OR RECTANGULAR) E. ANCHOR BOLTS (EMBED INTO MASONRY OR CONCRETE) F. CONNECTION BOLTS <3/4' DIAMETER, UNLESS SHOWN OTHERWISE) 7.3 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 7, 2000. 7.4 ALL A -325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER A.IS.C. SPECIFCATIONS. IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. 7.5 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS <AS DEFINED BY A.W.S.) SHALL BE USED. 7.6 HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A -108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS. 4- ERAL STRUCTURAL W10x15 ASTM SPECIFICATION Fy \EITES A36 36 KSI A572 50 KSI A53 <TYPE E OR S. GRADE B) 36 KSI A500 <GRADE B) 46 KSI A307 A325 -N 41 STORE FRONT 23•_8•• +/_ TYP. AT STIFFENERS 22 ", VERIFY DIMENSI ❑N IN FIELD v y (3) 5/8' A307 1 L W10x15 dila ^,.r••■• 4x4x t" TUBE STEEL COLUMN DETAIL 2 8 "- " 23 DETAIL 1 SECTION A -A // 3 / 4 " • (2) V'z "x3 EXPANSION ANCHORS SOFFIT & ARCH. BOX BEAM PER ARCHITECTURAL DETAILS 4 °x6 °x/4" PLATE 3/ 4 // V • DETAIL 3 DOgi-11 4x4xY" TUBE STEEL COLUMN 4x4x/4" TUBE STEEL COLUMN 12 ° x12 °x3'z° BASE PLATE W10x15 5 s • DETAIL 4 y V TYPICAL COLUMN BASE DETAIL /4 // V 3 °x3 °x/.' L. STIFFENER PLATE I CODE COMPLIANCE. APPROVED b • A �� ° : 4 , 6 (4) 5/8' A307 BOLTS 4 "x8 °x /8" BEARING PLATE C V (4) 5 /$ "x5" EXPANSI ❑N ANCHORS RECEIVED MAY ; 162 ... PERMIT GENES II; GE 7.0 STEEL (THE F ❑LL ❑WING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) l,0 STRUCTURAL CRITERIA 1.1 ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE 2006 EDITION (IBC 2006) 1.1.1 ALL REFERENCES TO OTHER CODES, STANDARDS AND SPECIFICATIONS, (ACI, ASTM, ETC), SHALL BE TO THE LATEST OR MOST CURRENT EDITION AVAILABLE. 1.2 DESIGN LOADING CRITERIA MECHANICAL UNITS WEIGHTS FURNISHED MY MANUFACTURER SEISMIC Ss =1.49, S1 =0.51, Ie =1.0, SITE CLASS 'D', R =1.25, SEISMIC DESIGN CATEGORY ='D' SEE PLANS FOR ADDITIONAL LOADING CRITERIA 1.3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CAPABILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1.4 CONTRACTOR SHALL VERITY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDLINES ONLY AND MUST BE VERIFIED. 1.5 CONTRACTOR SHALL PR ❑VIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 1.6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. L7 CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRI ❑R TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 1.8 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 1.9 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BUY THE SUPPLIER. 1.10 SHOP DRAWINGS FOR REINFORCING STEEL STRUCTURAL STEEL GLUED LAMINATED MEMBERS PRE - ENGINEERED WOOD TRUSSES PRE - ENGINEERED WOOD I- JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 111 SHOP DRAWING REVIEW' DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFOR, MUST BE VERIFIED BY THE CONTRACTOR, CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL, THERETO, SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY] REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALL METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILDING COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADING SHALL INCLUDE THE DESIGING PROFESSIONAL STATE OF WASHINGTON ENGINEER'S STAMP, AND SHALL BE APPROVED BT THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 2.0 INSPECTION REQUIREMENTS 2.1 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 109) 21.1 FOUNDATION INSPECTION SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRIOR TO INSPECTION. 2.1.2 CONCRETE SLAB OR UNDERFLOOR INSPECTI ❑N SHALL BE MADE AFTER ALL UNDER SLAB ACCESSORIES AND REINFORCEMENT ARE PLACED AND PRIOR TO CONCRETE SLAB PLACEMENT OR FLOOR SHEATHING INSTALLATI ❑N. 2.1.3 FRAME INSPECTIONS SHALL BE MADE AFTER ALL FRAMING IS COMPLETE ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC., ARE INSTALLED AND APPROVED PRIOR TO COVER. 2,1.4 IN ADDITION TO THE INSPECTION SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR REQUIRE OTHER INSPECTION OF ANY CONSTRUCTION WORK 2.2 STRUCTURAL TESTS & INSPECTION (IBC CHAPTER 17) 2.1.4 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH REQUIRMENTS OF CHAPTER 17 OF THE IBC AS WELL ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL 5.0 ANCHORAGE 5.1 EXPANSION BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON WEDGE -ALL. INSTALL IN STRICT ACCORDANCE WITH ICCER REPORT NO. 3631 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 5.2 DRIVE PINS AND OTHER POWDER- ACTUATED FASTENERS SHALL BE LOW VEL❑VITY TYPE (SERIES 1500, 0.14' DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639. MINIMUM EMBEDMENT. IN CONCRETE SHALL BE 1' UNLESS OTHERWISE NOTED. MAINTAIN AT LEASE 3' TO NEAREST CONCRETE EDGE. 5.3 EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SET EPDXY BY SIMPSON STRONG TIE. INSTALL IN STRICT ACCORDANCE WITH ICC ESR -1772. 7.1 STRUCTURAL STEEL DESIGN , FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES1 7.1.1 SPECIFICATI ❑N FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 7.1.2 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1 'THIS APPROVAL CONSTITUTES THE OWNERS ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS.' 7.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS■ TYPE OF MEMBER ASTH SPECIFICATION A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES (NOTED GRADE 50 ON PLANS) C. PIPE COLUMNS D. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) E. ANCHOR BOLTS (EMBED INTO MASONRY OR CONCRETE) F. CONNECTION BOLTS (3/4' DIAMETER, UNLESS SHOWN OTHERWISE) 7.3 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 7, 2000. 7.4 ALL A -325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER A.I.S.C. SPECIFCATIONS. IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. 7.5 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY A.W.S) SHALL BE USED. 7.6 HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A -108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS. �1 I • I \ERAL STRUCTURAL DOTES .,, W10x15 A36 A572 A53 (TYPE E OR S. GRADE B) A500 (GRADE B) A307 A325 -N Fy 36 KSI 50 KSI 36 KSI 46 KSI ....■, • STORE FRONT TYP. AT STIFFENERS W10x15 v y 4 22 " VERIFY DIMENSI ❑N IN FIELD (3) 5/8' A307 I L I I i Id A A -> 4x4x/.' TUBE STEEL COLUMN DETAIL 2 ___i 8'- i 23/ -3" DETAIL 1 SECTI ❑N A-A // > y 4 // V 14 (2) z'x3' EXPANSION ANCHORS SOFFIT & ARCH. BOX BEAM PER ARCHITECTURAL DETAILS 4'x6'xkl' PLATE /3/ DETAIL 3 4x4x/4' TUBE STEEL COLUMN 4x4xW TUBE STEEL COLUMN 12'x12'x/2' BASE PLATE 341 Relie\NED FOR \ C,1%A: 02:1: \ W10x15 DETAIL 4 TYPICAL COLUMN BASE DETAIL 3/I/ 4 3'x3'xY4' L V STIFFENER PLATE (4) 5/8' A307 BOLTS 4'x8'x%' BEARING PLATE r 3/ 11 4 (4) %'x5' EXPANSI ❑N ANCHORS RECEIVED MAY : 16 2008 PERMIT CENTER i I IF= x r' 1 i 1 r'_ IN I rl I=T I-I \ A/ - T - L5. 43, ov w't`t O r 5SiON\t. AY EXPIRE : t j � -O� t: :Ls L i s 5 V,ts• 1. GRANT OF LICENSE: IN CONSIDERATION OF PAYMENT OF THE BUILDING FEE PACIFIC NORTHWEST ENGINEERING INC. GRANTS YOU, THE LICENSEE, A NONEXCLUSIVE RIGHT OF USE OF THE POURPOSE OF CONSTRUCTING ONE STRUCTURE FROM THIS ENGINEERING. 2. OWNERSIP OF THE ENGINEERING DRAWINGS AND CALCULATIONS: PACIFIC NORTHWEST ENGINEERING INC. RETAINS THE TITLE 17 USC RIGHTS AND OWNERSHIP OF THESE ENGINEERING DOCUMENTS AND ALL SUBSEQUENT COPIES OF THE ENGINEERING. THIS IS NOT A SALE OF THE ORIGINAL ENGINEERING. 3. COPY AND TRANSFER RESTRICTIONS: THESE TECHNICAL DRAWINGS AND CALCULATIONS ARE COPYRIGHTED. UNAUTHORIZED COPYING OF THIS ENGINEERING IS STRICTLY FORBIDDEN. THE ENGINEERING IS LICENSED TO YOU ONLY, AND MAY NOT BE TRANSFERED TO ANYONE ELSE WITHOUT THE PRIOR WRITTEN CONSENT OF PACIFIC NORTHWEST ENGINEERING. NTEI STORE FRONT FRAMING DRAWN BY: BK5 DATE: 5- 14-2008 SCALE: N.T.5. PROJECT NUMBER: PNE 08 -276 SHEET NO: 54 GE 7.0 STEEL (THE F ❑LL ❑WING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) l,0 STRUCTURAL CRITERIA 1.1 ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE 2006 EDITION (IBC 2006) 1.1.1 ALL REFERENCES TO OTHER CODES, STANDARDS AND SPECIFICATIONS, (ACI, ASTM, ETC), SHALL BE TO THE LATEST OR MOST CURRENT EDITION AVAILABLE. 1.2 DESIGN LOADING CRITERIA MECHANICAL UNITS WEIGHTS FURNISHED MY MANUFACTURER SEISMIC Ss =1.49, S1 =0.51, Ie =1.0, SITE CLASS 'D', R =1.25, SEISMIC DESIGN CATEGORY ='D' SEE PLANS FOR ADDITIONAL LOADING CRITERIA 1.3 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR CAPABILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1.4 CONTRACTOR SHALL VERITY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDLINES ONLY AND MUST BE VERIFIED. 1.5 CONTRACTOR SHALL PR ❑VIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 1.6 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. L7 CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRI ❑R TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 1.8 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 1.9 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BUY THE SUPPLIER. 1.10 SHOP DRAWINGS FOR REINFORCING STEEL STRUCTURAL STEEL GLUED LAMINATED MEMBERS PRE - ENGINEERED WOOD TRUSSES PRE - ENGINEERED WOOD I- JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. 111 SHOP DRAWING REVIEW' DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD, THEREFOR, MUST BE VERIFIED BY THE CONTRACTOR, CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL, THERETO, SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY] REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALL METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. SHOP DRAWINGS OF DESIGN BUILDING COMPONENTS INCLUDING STAIRS AND EXTERIOR CLADING SHALL INCLUDE THE DESIGING PROFESSIONAL STATE OF WASHINGTON ENGINEER'S STAMP, AND SHALL BE APPROVED BT THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR ALL LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE MADE AVAILABLE UPON REQUEST. 2.0 INSPECTION REQUIREMENTS 2.1 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 109) 21.1 FOUNDATION INSPECTION SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE AND ANY REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRIOR TO INSPECTION. 2.1.2 CONCRETE SLAB OR UNDERFLOOR INSPECTI ❑N SHALL BE MADE AFTER ALL UNDER SLAB ACCESSORIES AND REINFORCEMENT ARE PLACED AND PRIOR TO CONCRETE SLAB PLACEMENT OR FLOOR SHEATHING INSTALLATI ❑N. 2.1.3 FRAME INSPECTIONS SHALL BE MADE AFTER ALL FRAMING IS COMPLETE ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC., ARE INSTALLED AND APPROVED PRIOR TO COVER. 2,1.4 IN ADDITION TO THE INSPECTION SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO MAKE OR REQUIRE OTHER INSPECTION OF ANY CONSTRUCTION WORK 2.2 STRUCTURAL TESTS & INSPECTION (IBC CHAPTER 17) 2.1.4 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH REQUIRMENTS OF CHAPTER 17 OF THE IBC AS WELL ANY ADDITIONAL REQUIREMENTS OF THE BUILDING OFFICIAL 5.0 ANCHORAGE 5.1 EXPANSION BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON WEDGE -ALL. INSTALL IN STRICT ACCORDANCE WITH ICCER REPORT NO. 3631 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. 5.2 DRIVE PINS AND OTHER POWDER- ACTUATED FASTENERS SHALL BE LOW VEL❑VITY TYPE (SERIES 1500, 0.14' DIAMETER UNLESS OTHERWISE NOTED) AS MANUFACTURED BY RAMSET /RED HEAD OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH I.C.B.O. REPORT NO. 1639. MINIMUM EMBEDMENT. IN CONCRETE SHALL BE 1' UNLESS OTHERWISE NOTED. MAINTAIN AT LEASE 3' TO NEAREST CONCRETE EDGE. 5.3 EPDXY- GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SET EPDXY BY SIMPSON STRONG TIE. INSTALL IN STRICT ACCORDANCE WITH ICC ESR -1772. 7.1 STRUCTURAL STEEL DESIGN , FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS OF THE A.I.S.C. SPECIFICATIONS AND CODES1 7.1.1 SPECIFICATI ❑N FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN. 7.1.2 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AMENDED BY THE DELETION OF THE FOLLOWING SENTENCE IN PARAGRAPH 4.2.1 'THIS APPROVAL CONSTITUTES THE OWNERS ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS.' 7.2 STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS■ TYPE OF MEMBER ASTH SPECIFICATION A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES (NOTED GRADE 50 ON PLANS) C. PIPE COLUMNS D. STRUCTURAL TUBING (SQUARE OR RECTANGULAR) E. ANCHOR BOLTS (EMBED INTO MASONRY OR CONCRETE) F. CONNECTION BOLTS (3/4' DIAMETER, UNLESS SHOWN OTHERWISE) 7.3 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED MARCH 7, 2000. 7.4 ALL A -325 CONNECTION BOLTS SHALL BE INSTALLED TO THE SNUG -TIGHT CONDITION PER A.I.S.C. SPECIFCATIONS. IN STRICT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. 7.5 ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY A.W.S) SHALL BE USED. 7.6 HEADED STUDS FOR COMPOSITE CONNECTION OF STRUCTURAL STEEL TO CAST -IN -PLACE CONCRETE SHALL BE MANUFACTURED FROM MATERIAL CONFORMING TO ASTM A -108 AND SHALL BE WELDED IN CONFORMANCE WITH A.W.S. REQUIREMENTS. �1 I • I \ERAL STRUCTURAL DOTES .,, W10x15 A36 A572 A53 (TYPE E OR S. GRADE B) A500 (GRADE B) A307 A325 -N Fy 36 KSI 50 KSI 36 KSI 46 KSI ....■, • STORE FRONT TYP. AT STIFFENERS W10x15 v y 4 22 " VERIFY DIMENSI ❑N IN FIELD (3) 5/8' A307 I L I I i Id A A -> 4x4x/.' TUBE STEEL COLUMN DETAIL 2 ___i 8'- i 23/ -3" DETAIL 1 SECTI ❑N A-A // > y 4 // V 14 (2) z'x3' EXPANSION ANCHORS SOFFIT & ARCH. BOX BEAM PER ARCHITECTURAL DETAILS 4'x6'xkl' PLATE /3/ DETAIL 3 4x4x/4' TUBE STEEL COLUMN 4x4xW TUBE STEEL COLUMN 12'x12'x/2' BASE PLATE 341 Relie\NED FOR \ C,1%A: 02:1: \ W10x15 DETAIL 4 TYPICAL COLUMN BASE DETAIL 3/I/ 4 3'x3'xY4' L V STIFFENER PLATE (4) 5/8' A307 BOLTS 4'x8'x%' BEARING PLATE r 3/ 11 4 (4) %'x5' EXPANSI ❑N ANCHORS RECEIVED MAY : 16 2008 PERMIT CENTER ;::... 1r I i r,; I:.. i.14. -i {.. •. (..2.1•.• I I . i . l .A ' 1..1 • H � :' ^,�! II :' jai �.;I .. • i 1�: 4 .'1 il`�i r. F. .:ni. :II , •,... : : 1 .. �..�ri `I [ . _•=1: tic:, :.r,; t r. !:. :I ... a. I 1 1 �n,• ,: = .; te_ • NOTES— LIGHTING MANDATORY MEASURES El BUILDING LIGHTING SHUT—OFF THE BUILDING UGHTING SHUT-OFF SYSTEM CONSISTS OF AN AUTOMATIC TIME SWITCH. I AUTOMATIC CONTROL DEVICES CERTIFIED ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED, ALL ALTERNATE EQUIPMENT SHALT. BE CERTIFIED, AND INSTALLED AS DIRECTED BY THE MANUFACTURER. THIS PROJECT HAS NO AUTOMATIC CONTROL DEVICES. r THEREFORE THIS MEASURE IS NOT APPLICABLE. C FLUORESCENT BALLAST AND LUMINARIES CERTIFIED ALL FLUORESCENT FIXTURES SPECIFIED FOR THE PROJECT ARE CERTIFIED AND LISTED IN THE DIRECTORY. ALL INSTALLED FIXTURES SHALL BE CERTIFIED. 4 INDIVIDUAL ROOM /AREA CONTROLS EACH ROOM AND AREA IN THIS BUILDING IS EQUIPPED WITH A SEPARATE SWITCH OR OCCUPANCY SENSOR DEVICE FOR EACH AREA WITH FLOOR --TO- CEILING WALLS. UNIFORM REDUCTION FOR INDIVIDUAL ROOMS ALL ROOMS AND AREAS GREATER THEN 100 SQUARE FEET AND MORE THAN 1.2 WATTS PER SQUARE FOOT OF LIGHTING LOAD SHALL BE CONTROLED WITH BI-LEVEL SWITCHING FOR UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM. I� DAYUT AREA CONTROL ALL ROOMS WITH WINDOWS AND SKYLIGHTS, THAT ARE GREATER THAN 250 SQUARE FEET, AND THAT ALLOW FOR THE EFFECTIVE USE OF DAYLIGHT IN THE AREA SHALL HAVE 50% OF THE LAMPS IN EACH DAYUT AREA CONROLLED BY A SEPARATE SWITCH. .,...i • r- 0 LEI EXIT LIGHT LIGHT SWITCH 0 3' -6" EXCEPT AS NOTED SUBSCRIP SCHEDULE: z: TWO POLE 3. THREE WAY M. MOTOR RATED R. REMOTE CONTPO.. a. SWI'T'CHING DESIGNATOR K. KEYED P. PILOT LIGHT • 1 I 2'X4' FLUORESCENT FIXTURE DUPLEX CONVENIENCE OUTLET 018 UNLESS NOTED: NEWA 5-208 MOUNTED HORIZONTALLY DUPLEX CONVENIENCE OLTTI.ET. NEMA 5-20R EACH ON SEPARATE anon. - CONDUIT RUN UNDER FLOOR SLAB CONDUIT RUN CONCEALED IN WALL OR CEILING. 1/2 "C, 2 #12. 1# 12 GND EXCEPT AS NOTED 4 30 IH •. 3/4%, 3 #10 (SIZE CONDUIT PER NEC) A-1,3,5 HOMERUN TO PANEL. "A" CIRCUIT 1,3.5 (3PH) UON CROSS LINES DENOTE NUMBER 12 CONDUCTORS, SIZE CONDUCT PER NEC. SHORT CROSS LINE(S) REPRESENT A UNE CONDUCTOR, LANG CROSS UNE(S) REPRESENT A NEUTRAL CONDUCTOR, CROSS UNE WITH HOOK REPRESENTS A GRD. CONDUCTOR. 1 COMB. MAGNETIC MOTOR, NEMA SIZE "1' LION & 15A DISC. SW. 3PH, LION 15 � 30A DISC. SW. 30A NON -- FUSED, 3PH, LION F Disc. SW, BOA WITH SOA FUSE, 3PH, LION —T— 1 TELEPHONE CONDUIT, we UNLESS NOTED OTHERWISE C 1 COMPUTER JACK 3/4'C TO CLG.SPACE SYMBOLS LIST WALL MOUNTED LIGHT FIXTURE AND OUTLET (VERIFY HEIGHT) CEILING OR PENDANT MOUNTED LIGHT FIXTURE AND OUTLET SAME AS ABOVE W /BATTERY PACK INDICATES FIXTURE TYPE 3, SEE FIXTURE SCHEDULE NIGHT LIGHT (NOT SWITCHED) 20A, 250V RECEPTACLE. (NEMA 6 --20R) 30A. 125V RECEPTACLE. (REMA 5 -30R) 30A, 250V RECEPTACLE (NEMA 8-30R) DUPLO( FLOOR RECEPTACLE TELEPHONE OUTLET 4 18" UNLESS NOTED DIMMER SWITCH, "a" INDICATES LIGHTS TO BE CONTROLLED MOTOR OUTLET, NUMBER INDICATES HP JUNCTION BOX MOUNTED ABOVE CEILING EXCEPT AS NOTED ,3/4 "C TO CLG.SPACE & PULL ROPE 1 OZ /GEDNEY F1RESEAL 2 CHASE TECHNOLOGY CORP CTC PR855 SILICONE FOAM 3 SEMCO DIV OF PRC GLENDALE CA PR855 SILICONE FOAM 4 THOMAS & BE I I s FLAME SAFF FIRESTOP SYSTEM 5 3M ELECTRO PRODUCTS VERIFY EXACT LOCATION & MOUNTING HEIGHT OF ALL OUTLETS WITH OWNER & ARCHITECT PROVIDE SEPARATE GROUND WIRE IN ALL CONDUITS THE CONTRACTOR SHALL MAINTAIN THE UNIFORMITY & CONTINUITY OF THE GROUNDING SYSTEM TEST THE ENTIRE SYSTEM TO DEMONSTRATE THAT ELECTRICAL COMPONENTS & SPECIAL SYSTEMS ARE COMPLETE & FUNCTIONAL COMPLETE JOB SHALL BE GUARANTEED FOR 1 YEAR.AFTER THE LATE OF JOB ACCEPTANCE BY THE OWNER CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMITTING THE BID ALL WIRING SHALL BE CONCEALED IN FINISH AREA IN UNFINISHED SPACE INSTALL EXPOSED RACEWAYS PARALLEL WITH OR PERPENDICULAR TH THE LINES OF BLDG. ALL CONDUCTORS SHALL BE COPPER & RATED 600 V SIZE # 8 AWG & LARGER SHALL BE STRANDED & NO. 10 & SMALLER SHALL BE SOUD USE THHN /THWN /THW G E N E R A L N O T E S ALL CONDUITS PENETRATIONS THROUGH FIRE RATED FLOOR SLABS, SHAFTS & WALL SHALL BE SEALED AGAINST THE SPREAD OF FIRE OR SMOKE WITH APPROVED CABLE & CONDUIT FIRE STOP OR FIRE RESISTEANT SEALANT TO GIVE THE EQUIVALANT FIRE RATING BEFORE THE PENETRATIONS THE FOLLOWING MATERIAL OR SYSTEMS ARE THE ENTIRE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, STATE FIRE MARSHAL REGULATION, & ALL. OTHER ORDINANCES HAVING JURISDICTION ALBEIT NOT SHOWN ON DRAWINGS OR SHOWN THE CONTRACTOR SHALL OBTAIN & PAY FOR ALL PERMITS & INSPECTION REQUIREMENTS F1 FCTRICAL CONTRACTOR SHALL PROVIDE LABOR, MATERIAL , INSURANCE EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION , ETC., FOR A COMPLETE AND PROPERLY OPERATING SYSTEM ENERGIZED THROUGHOUT & AS INDICATED ON THE DRAWINGS, AS SPECIFIED HEREIN & / OR AS OTHERWISE ;VIA TIMER ALL MATERIAL AND EQUIPMENT SHALL BE NEW & IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST & OF SAME MANUF. THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIP.., MATERIAL SHALL BE LISTED & APPROVED BY UNDERWRITER'S LAB. & SHALL BEAR THE INSPECTION LABEL UL WHERE SUBJECT TO SUCH APPROVAL. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY EXISTING DIMENSIONS & CONDITIONS. HE SHALL ISSUE WRITTEN NOTICE OF ALL FINDINGS TO THE OWNER LISTING ALL MANUF. FAULTY EQUIP. AND DISCREPANCIES. VI A TIMER A OB !C brkr.;ckt. Bus c!(t. 1 brkr_ A IB TEL I 500 SIGN -SPARE SPARE FRONT LTG. CONTROL — I SIGN PANEL " LA" N E W LOCATION BACK ROOM .I. 600 DED.CKT. 360 DED.CKT. RECEP. WINDOW REC. 600 T FIRE ALARM WINDOW REC. DOOR 1000 1 1 1; 2 20/1 1800 i t .. } 1200 t 3 1+ 4 1800 7 41 81 1800 9 * }10 600 1200 1 11 ' "02 20 2Q71i 7 360 15 �-+-� 115 500 , 720 17 20'1 19 360 . .... 36 0 25 ;3060 . 2420 2280 ! Total VG — 25280 Total w /IcI = 25280 + 3000 (IcI)= 28280 TOTAL AMPS 78.6 A * Provide Relay SINGLE LI\E DIAGRA INSTALL 7 DAY 24 HR. 4 P TIME CLOCK CONTROLLER ADJ. TO LTG. PNL, TO TURN ALL LIGHT OFF AFTER HR. STATE OF WASHINGTON APPROVED " TORK " OR PARAGON N 120V H 5 I 6 . 2 1 ..: 23 I ..._..._._ I 27I . 1 4..; 1 2 9 j 31 1 331' 1 37 iLl 38 39 .4 40 40 ! 42 32 qq,., 36 NEW 75 KVA TRANSFORMER 14 TO NEAREST BLDG. STEEL OR C.W. BY PASS SWITCH LABEL " AFTER HR. LIGHTING >, 22 24 261 28 30 • EXISTING 11/2"C 3 #2 , #8 GRD. main 200 amps. 120/208/3p/4w, MOUNTING SURFACE 600 1400 ABBREVIATIONS A AFF AFS C DISC DWG EA EF EMERG EQUIP EX F GFD GFI G SWBD SW AMPERE ABOVE FINISH FLOOR ABOVE FINISH SURFACE CONDUIT DISCONNECT DRAWING EACH EXHAUST FAN EMERGENCY EQUIPMENT EXISTING FUSE GROUND FAULT PROTECTION GROUND FAULT INTERRUPT GROUND METAL HALIDE OR MOUNTING HEIGHT SWITCHBOARD SWITCH 18 20/1 1000 SALE LTG.(27(2 ") 20 30/3 ! 2000 -F 1 VAV 2000 2000 TG ' I I 6200 5800 5520 I1IC I Description TRACK( 3s,) f - ,.._ ....- .._._.... 1 1800 • I ; . 1 I DISPLY LT. 720 ._..1.......SPARE_..._._. ▪ --- - -.... __.._ STOCK LTG.(15) ALL BRANCH DISTRIBUTION BOARDS & DEVICES SHALL BE ALL FUSES SHALL BE CLASS R BUSS CO_ LPN RK ( 600 ALL CIRCUITS BREAKERS SHALL BE BOLT ON TYPE SHALL BE SOLID COMPLY WITH ELECTRICAL CODE 2007 N. E. C ALL CONDUCTORS SHALL BE COPPER RATED @ 600 V SIZE NO. 8 & LARGER SHALL BE STRANDED & NO. 10 USE THHN THWN THW ALL EQUIPMENTS U L LISTED ALL EQUIPMENT CLEARANCE SHALL BE PER N E C MAIN SWITCH BOARD EXISTING j EXISTING BUS 277/480 /3p /4w 100/3 EXISTING EXISTING DS( PROVIDE BY MALL ) 200 ,3P,600VAS 100 AF/ 200 AS TIME CLOCK FOR SIGN r PorieI L A" 1 1 2' C /0. f 6 ORO. PROVIDE A SEPARATE SW. FOR EACH 5000 SQ. FT. SPRING LOADED N.C. ROATORY TIME SW. ADJ. FROM 0 -2 HR. ALL MOUNT 0 48" TORO A50 AH OR EQ.- 1 WATER HEATER -'- RELAY FOR FRONT LIGHTING INSTALL SEPARATE 20 A MULTI POLE N.C. MAG. RELAY IN ENCLOSURE 0 PANEL FOR EACH ZONE T 24 LIGHTING CONTROL WIRING PANEL DIAGRAM 4'X4'X3 /a" PLYWOOD { CONTROL EACH UGHTING CIRCUIT BY TRIER RELAY TELEPHONE DIAGRAM UNIT TELEP.BOARD ELECTRICAL ROOM RATED FOR 10 KAIC. V) CONTROL EACH LIGHTING CIRCUIT BY TIMER / RELAY 2" PVC CONDUIT AS REQUIRED BY TELEPHONE UTILITIES. LIGHTING CIRCUITS 2,4 6 , 1 8, & 7 SEE PANEL SCHEDULE LA 1" C 3 4 C COORDINATE WITH LOCAL TELEPHONE CO. #6 CU GROUND TO METAL COLD WATER PIPE COORDINATE WITH POWER PLAN REGARDING LOCATION OF TEL.JACK )08 r RECEIVED - -" CITY OF TUKWILA MAY 012008 PERMIT CENTER This drawing has been prepared by the Engineer, or under his supervision. This drawing is provided as an instrument of service by the Designer /Engineer and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specifications, ideas and designs, including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the original, copyrighted work of the Designer /weer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. © Copyright 2008 Bob Curry Engineer BOB CURRY 5720 Reeder Shawnee, Ks. 66203 (913)262 -1772 yeumq w 0 a REVISIONS: DATE NADEL RETOIE Nadel Retail Architects, LLP 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 www.nadelarc.com ro N CD a 0 0 ti 0 e CNI O NI- 1 co co Cf) Ch U7 � CI) 0 co co DO33029 d kers 1 6J ONA1., C' LLI H Z LiJ W � � 0 Q r C LIJ L_JJ LL L J CD Q LLI z J J C7 z 0) A A A A A A L A 02-15-08 AU_ DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP. ALL RIGHTS RESERVED. B.Q. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00 -00-00 JOB NO. SHEET NUMBER E -1 07561 I ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL. AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT 9E DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT NADEL RETAIL ARCHITECTS. LL.P. ALL RIGHTS RESERVED, STOCK DOPING GPTNG 5C - 4EDULE SThSOLS RECESSED DDNNLIGWT GOTHAM LTG. 0 AI V 2GDTT 5 Ail 120 TRACK LIGHT FIXTURES AND PONE TRACK LITHONLA MODEL # LT2 144 LTG PRSD PAR 30 N4-4 ■NE NNE ■E■ q 2 X 2 RECESSED FLUORESCENT 31 U 3 LAMP T8 LIT4NIA 2PM3N 4' STRIP FLUORESCENT, G-4AIN 4-l.ING LITI IONIA r1 5 28 H T5 STRIP FLUORESCENT IN CA51=V4QRK T -5 LAMP LITWONIA MS5 14 N T5 22" I LAMP install Itg. SW itch band to control all sales lighting Track Lt g. Via switch g - ,r- 411- h 4 14 LA -13,15 ►;1.7114 {III LA -lo LA -17 10f LIGHTING & POWER PLAN 211/480 V disc.switch (provided by moll ) new 15 kva new ele I I i E E r.-"" :•..,s.""'—.' I 1 I I LA-2022,24 14 rli LA-1 10f 14 SALES AREA VIA S 18h 18g LA--18 re! LA -14 20 1 10f rical panel timer for 51•n $ ltg. new relay panel 11 14 STOCK 14 14 b iOf 14b 3 e IA LA -8 8' TRACK 20 10 via $ LA -2 18 h ■. 18 um j -3 ■. l9 LA -25( I 1 r) J box for door coordinate 8- 4 G 11 window rcep. LA -11,23 3 indow rcep. LA -11 sin J box sign timer SCALE / 1. NEN PANEL 2. NEH VAV BOX KEY COTES 3. PROVIDE: (a) TI-IREE NEW ELECTRICAL DUPLEX OUTLETS (b) TWEE NEW PI -LONE JACKS AT INTERIOR OF GA51 -I WRAP: ROUTE AND INSTALL INSIDE TI-1E FIXTURE AS DIRECTED BY TI-4E DRAWINGS AND TIDE OWNER'S REPRESENTATIVE. REFER TO FI FGTRIGAL DRAWINGS. 4. TEL BOARD COORDINATE WITI-I LOCAL TELE!^'IONE GOMAPNY 5. ELECTRICAL 13KVAXFMR 6. IriINDQIst CEILING OUTLETS PRQVIOE SVIITGI -I . NEW SMOKE DETECTOR VERIFY REQUIREMENTS WITI.1 MALL 8. PROVIDE AFTER DOUR OVER RIDE SWITCP. �I. NEN J BOX FOR SIGN 10. TOIELT OUTLET GFCI II. NEVI TIME CLOCK 12.RELAY FOR LTG. SWITGI.I $ TIME CLOCK TO MEET ENERGY. 13. STOCK ROOM LTG. GI4AIN I-IUNG PER CLIENT. 14. EXIT SIGN EMERGENCY BATTERY PACK HITI -1 TEST SNITC1 15. NEW OUTLET FOR AUDIO SYSTEM 16. SPEAKERS PER CLIENT $ ARGNITECT PLANS. I _ SWI TGI-1 BAND 18. NEW TRACK LTG. SWITCI -I PER EAGI-I CIRCUIT II. DISPLAY LTG. 20. PROVIDE EMERGENCY BA I I tiY PACK UNIT 21. FIRE ALARM PANEL BY FIRE ALARM COMPANY 22. SIGN CIRCUIT 23. MOTOR RATED W.P. SWITGI_I UNDER SINK FOR INSTA I-10T VERIFY 24. PROVIDE SMOKE DETECTOR FOR VAV SYSTEM 23. PROVIDE FIRE ALARM 4 ZONE MODULE BY OTHERS 26. ROUTE I5RANCI -t CIRCUITS WOME RUNS TIWROUGI• -1 SNITC BAND DOB igri RECEIVED CITY OF TUKIMLA MAY 012008 PERMIT CENTER This drawing has been prepared by the Engineer, or under his supervision- This drawing is provided as an instrument of service by the Designer/Engineer and is intended for use on this project oiUy. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings, specxfcations„ ideas and designs. including the overall form, arrangement and composition of spaces and elements appearing herein, constitute the origins/. copyrighted work of the DesignerAtngtheer. Any reproduction. use, or disclosure of Information contained herein without prior written consent of the Engineer is strictly prohibited. © Copyright 2006 Bob Curry Engineer BOB CURRY 5720 Reeder Shawnee, Ks. 66203 (913)262-1772 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00 -00 -00 B.O. SUBMITTAL: 00 -00 -00 a w t 0 w 0 DATE JOB NO. CD E 0 0 REVISUDNS: SHEET NUMBER NODEE RETAIl Nadel Retail Architects, LLP 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 www.nadelarc.com 0) 0) Lo co co cn Cr) rn 0) yak Vd 2 1 . E a+ .i.9�e � i • } k C-O 3Qs5 tONA' A A A A A A A A A 02-05-08 E 07536 STATE OF WASHINGTON NON RESIDENTAL ENERGY CODE ALL HOT WATER SHALL BE INSULATED WITH MANVILLE MICRO LOK 850 APT I" THICK FOR SIZE UP TO 11/2' THICK FOR SIZE 2 1/2 & LARGER MIN. THERMAI. RESISTANCE: SHALT. BE R 4 TO 4.5 PER INCH. SEISMIC BRACING & ANCHORAGE THE SEISMIC BRACING AND ANCHORAGE OF PIPING & EQUIPMENT SHALL BE IN ACCORDANCE wall REGULATION : GUIDLINES FOR SEISMIC: RESISTRA OF MECHANICAL SYSTEM AND PLUMBING SYSTEM ! PUBLISHED BY SMACNA AND APPROVED DIV. OF STATE ARCHITECT HANDICAP COMPLIANCE NOTES HOT WATER DRAIN PIPE UNDER LAV. SHALL BE INSULATED OR COVERED NO SHARP SURFACES UNDER LAN. FAUCET CONTROL LEVER OPERATED PUSH TYPE AND ELECTRONIC CONTROL SINK CONTROL SHALL BE OPERABLE WITH 1 HAND 8 SHALL NOR REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF WRIST. FORCE TO ACTIVATED CONTROL LESS THAN 5' FORCE s \pOC ( VENT 51'ST81 — — VENT LINE I S FOC( ,45 E a fS 0 STOCK 3/4' WATER LIP REST Rti. .. FL SC: 1 /8 " =1' STOCK F3 SALES FLOOR r.ME NG - F L O Q R F L A N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED. USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. COPYRIGHT: NADEL RETAIL ARCHITECTS, LLP ALL RIGHTS RSERVED. 3 " VENT CONNECTED TO LANDLORD SYSTEM (2FU) 3' L: 16 WFU TOTAL) 4" EXISTING SEWER LINE ( first floor ) tiVASTE & VENT ISOMETRIC P.O.C. (AEU) WC C.O. 3/4 "i 35 FU) ABV CI.G WATER HEATER PROVIDE S.O.V. WHA TYP. 1/2"( 1 FU) 3/4'(2.5 FU) 3/4 (3.5 E'U) S.O.V. W /S /P WATER ISOMETRIC POINT OF CONNECTION VERIFY PROVIDE S.O.V. ABV. PROVIDE PRESURE BACK FLOW DEVICE PLUMBING NO'LE•S: CONNECT ION NE: FWKF:N INCOMPATIBLE MATERIAL ABOVE GRADE AND INSIDE BLDG. SHALL BE MADE WITH 2 DIELECTRIC UNioNs SEPARATED BY 12" SECTION OF RED BRASS PIPE SEISMIC ANCHORAGE PER 2006 I. B. C SEC, PROVIDE C'I.EAN()I;T AT UPPER TERMINAL EACH HORIZONTAL. DRAIN AC; EACH TRAP SHALL BF VF.NTFD IN ACCORDANCE TO CODE PROVIDE I /4' FELT OR NEOPRENE ISOLATION ON PIPE RUNNING ON STU PROVIDE SLEEVE PIPING PASSING TIIROUGI) CONCRETE ALL PENETRATION AND OPENING IN PARTY WALLS AND FLOOR/ CEILING ASSEMBLY DUE '10 PLUMBING WORK SHALL BE AEALED LINED, INSULATED OR OTHERWISE TRATED TO MAINTAIN THE REQ'D. FIRE AND SOUND RATING UBC APPENDIX CH.12 )208 A CONTRACTOR TO COORDINATE WITH ARCI IITECT AND STRUCTURAL PLANS TO INSTALL PIPE. PLUMBING DESIGN NOTES : 0 INSTALL SINK . EXTEND F CONNECT 2 "5, 2W & 1 /2 cw & hw. AS RFQ COORDINATE 0 INSTALL F.WH. AND CONN. 1 /2'CW. & HW PROVIDE S.O.V. 0 INSTALL W.C.. AND CONN. 3/4 `CW, 3' WASTE 2' VENT PROVIDE CLEAN OUT PER CODE 0 PROVIDE S.O.V. ( ABV. T- BAR ) 0 2 " VENT LINE UP CONNECT TO EXISTING VENT LINE I LANDLORD 0 ALL COLD WATER WATER ABOVE T- BAR CEILING. 0 EXTEND WATER LINE TO LANLORDS MAIN VERIFY POINT OF C 0 EXTEND SEWER LINE TO LANDLORD'S EXISTING SEWER LINE I St. 0 PROVIDE REDUCED PRESSURE BACKFLOW ON WATER SYSTEM PIPE SCHEDULE SERVICE WATER INSIDE OUTSIDE WASTE ARV. FI R. BEL.FLR. VENT ABV. FLR. BELFLR. 0 0 0 0 0 0 LEAD FREE SOLDERED FITTING TYLER 2 BAND NI) iibB COUPLING TYLER 2 BAND NO HUB COLPL IN - FIXTURE SCHEDULE ITEM FIXTURE L LAVATORY BY AMERICAN STANDARD MURRO UNIVERSAL ECONOMY WATER CLOSET \ AMERICAN STANDARD YORKVILLE WATER HEATER EeMAX MODEL EMT 2.5 EMT 2.5 2.5 GALLON 120V 10 AMPS C .W. I/2 3/4 H.W. I/2 WASTE 3" VENT 1 -I/Z 2" ALL FIXTURES CERTIFY BY ASME A112.19 M FIXTURE UNITS TOTAL 2.5 GPM F: PIPE DS WALLS NNECI'ION 0 ALL BELOW GRADE WORK 'I'D BE COORDINATED WITH MALL MANGMENT PATCH OF THE SLAB ON GRADE SYS TEM INCLUDING GRAVEL LAYER VAPOR BARRIER AND CONCRETE ALL MATERIAL TO MEET INTERNATIONAL PLUMBING CODE & CITY APPROVAL FLOOR POINT OF CONNECI ION BC J0" MAY 01 Z008 PERMIT CENTER This drawing has been prepared by the Engineer, or under his supervision. Ti drawing is provided as an instriunent of service by the Designer/Fregineer and is intended for use on this project only. Pursuant to the Architectural Works Copyright Protection Act of 1990, all drawings specifications, ideas and designs, including the overall drawings, arrangement and eompoeifion of spaces and elements appearing herein.. constitute the original, copyrighted work of the Designer/Engineer. Any reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is strictly prohibited. © Copyright 2008 Bob Carry weer BOB CURRY IN Ft 5720 Reeder Shawnee, Ks. 88203 (913)282 --1772 B.D. SUBMITTAL: 00 -00 -00 B.D. SUBMITTAL: 00- 00.04 B.D. SUBMITTAL: 00 -00-00 LU 0 REVISIONS: DATE JOB NO. NRDEL RETAIL SHEET NUMBER Nadel Retail Architects, LLP 3080 Bristol St. Suite 500 Costa Mesa, CA 92626 T. 714.540.5000 F. 714.755.3013 www.nadelarc.com '14 f7 CSI 1"7 Ahr C' N ,0l > M c0 :2 0 0 ":1" a U i i CO O ° °) v = if} in I- = uD co 0 t7) Cri M7 g O) t3) j E 0) t �..r a 0 N -1 F-: U . a EC LU L cm Li Q Li Cf) >- = Li - �- D < F- 1--- (f ) LI A A A A A A A A A A A A 02 -05 -08 P1 07536 SYMBOL ABBREVIATION DESCRIPTION T..1, 000T T T O000. EIGNEINISIEI SAD SUPPLY AIR DUCT RAD RETURN AIR DUCT EAD EXHAUST AIR DUCT SAR SUPPLY AIR REGISTER RAG R AIR GRILLE EAG EXI4AUST AIR GRILLE OSA OUTSIDE AIR C CFM CUBIC FEET OF AIR PER MINUTE UG UNDERCUT DOOR 0 ROUND DUCT, DIAMETER IN INCI -EE5 RECTANGULAR DUCT, SIZES IN INCHES THERMOSTAT EQUIPMENT CALLOUT NIC NOT IN CONTRACT MVD MANUAL VOLUME DAMPER EXTRACTOR AIR D I STR I SLUT I ON SCI- IEDULE- SQUARE TAG TYPE SIZE IN INCI -4ES FINISH 0.13.D. BASIS OF DESIGN NOTES FAGS NECK SUPPLY RETURN WH4111`E NO TITUS Model PDS cp W4 -4 OFF T;E NO TITUS Model PAR SMOKE DETECTOR IN RETURN AIR TO SHUT DONN UNIT CLOSE ALL DAMPERS ON SIGNAL HIRE SMOKE DETECTOR TO BLDG. ALARM SYSTEM REMOTE AUDIO / VISUAL HIP T1~I MANUAL RESET LOCATED IN A CONSTANTLY MONITORED LOCATION FAN PONERED TERMINAL SY TITUS MODEL TQF UNIT SIZE 16 PRIMARY AIR TEMP 57 EXTERNAL STATIC .5 MAX. CFM 1870 MIN. CFM (150 ELEC. PEAT 5 KN FAN SIP 3/4 PRESSURE .2 VOLT 208/3F' CONNECT TO EXISTING 8" EXI.4. DUCT POO EXISTING VOLUME DAMPE MAIN DUCT PROVIDE EY MALL 0 REST RM. install occuparict sensor For rest room PROVIDE SMOKE DAMPER 16X14, 1570 CFM EXISTING DUCT SIZE 6 II X " 100 f �CFM TITUS PMR EXHAUST L i 4 VA BOX N/ ELECTRIC IIEAT 16,"0 $G: 1/4•=1' II - to CFM TITUS Pt HV L� I L r 14 "C OPEN TO STRUCTURE L MULTI PLENUM OUTLET 600 C=M TITUS PMC SUPPLY 14 "q1 GOO CFM TITUS PMC SUPPLY STOCK RM. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED, USED OR DISCLOSE," WITHOUT THE WRITTEN CONSENT Of THE ARCHITECT. COPYRFCHT• NADEL RETAIL ARCHITECTS, LLP ALL RIGHTS RESERVED. 1 0CR � ,1111i1\ ‘11 N MON ■ ■a; • ■► MEM • ko AIL MEE Mtn NNW 18X18 - 1000 CFM i 5 TITUS FMR 161 SALES FLOOR ° 14 "d 600 CFM TITUS PMC SUPPLY AN O 0 O 0 0 O 0 O 0 O 0 O 0 O 0 O 0, PLEATED 10 ELBOW (4 -14" ID)* SOLID WELDED MITERED 90 ELBOW WITI -1 V REDUCING CONICAL TEE* CONICAL 45 LATERAL* LOW LOSS 10 CR055* EULLI -1EAD TEE W1T14 VAN REDUCING EULLWEADIAIES VANES FITTINGS *NOTE: THE CONTRACTOR TO FOLLON SNACNA STANDARDS. cfm BRAND -1 DUCT\ AIRiLOW r� TYPICAL SPIN -IN FILTER 1A/DAMPER R "1 Y PICAL ROUND DUCTWORK SCALE. NONE TYPICAL ELEX38LE DUCTWORK(MAX. LENGT14 10'9 SSSSSSSSS TYPICAL CEILING DIFFUSER a- x T F I CAL FLEXIBLE DUCT TAKE -01= DETAIL Exhibit 'I I I Mechanical/ Electrical schedule tenant name Cathy Jean Tenant drawing Mechanical MI Space 1205 Floor area 1 8 0 0 4. Electrical load breakdown a. lighting /o2ro3 watts b. sign 1400 0. appliancers d. recep_ e. Equipment f_ water htr. g. electric heater h. misc. 500 500 watts 1400 500 watts watts 5. Total connected electrical load 11063 watts ; 6.1 watts /sq.ft. of floor area O. tenant calculated design heating load 20,000 btuh Z. tenant calculated design cooling load 48 ,000 btuh 8. tenant calculated design air supply 1870 cfm �f. landlord allotted air supply 1810 cfm 10. additional air supply req'd. cfm 11. Reimbursement for additional air supply @ $ / cfm= $ 12. Variable volume air terminal units $ / cfm= Air cfm max. 2000 b. Inlet / outlet sizes 14/16x16 13. Toilet Exhaust "TO cfm 14. special exhi make up system data GENERAL NOTES: 1. EAC1-4 I-1VAC SYSTEM SHALL 5E CONTROLLED 5Y Slr i LACK THERMOSTAT. 2. STATS SHALL SE AUTO -C1 -4ANGE OVER TYPE TO SEQUENCE 3-ITG. $ COOLING ADJ.. TEMP. DIFFER. SHALL BE 1 1/2 AND SET POINT RANGE SHALL BE 10 F ESETWEEN 1- ET0. AND COOLING 3. STAT CONTROL SHALL BE a5 F 8t F. 4. CONTROL SHALL HAVE CAPABILITY OF TERMINATING ALL HTG. AT A MAX. TEMP OF 70' F AND COOLING AT MIN. TEMP. OF 78 F. 5. ALL 1"10RK. SHALL CONFORM TO INTERNATIONAL MECHANICAL CODE G. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL PERMIT AND INSPECTION FEES. 7. CONTRACTOR 51-1ALL COORDINATE HIS WORK HITI-4 WORK OF OTHER TIRADES. 8. DUCT CONSTRUCTED, INSTALLED AND INSULATED PER SMACNA. g. EXHAUST SYSTEMS NAVE DAMPER CONTROLS. 10. DUCT SIZES SHOWN ARE NET IN I EkNAL DIMENSIONS.CONTRACTOR SHALL INCREASE DUCT DIMENSIONS AS REQUIRED FOR LINING. II. ALL DUCT SEAMS, TRANSVERSE, AND LONGITUDINAL JOINTS SHALL SEALED 4ITI -I MASTIC. 12. CONTROL WIRING AND CONDUIT BY 1-4VAC CONTRACTOR PER MFGR. INSTRUCTIONS. 13. CONDENSATE DRAIN PIPING AND FINAL CONNECTION TO UNIT BY PLUMBING CON T IRAGTOR. 14. PRIOR TO BID CLOSING VERIFY DUCT LAYOUT 1 BLDG. STRUCTURE CONTRACTOR SHALL ACCOUNT ALL MODIFICATION NECESSARY TO COMPLY 1^1/DESIGN IN 3-415 BID. 15. CONNECT MAIN DUCT TO AIR CONDITIONING UNIT 1 WEAT1 -1ER PROOF FLEXIBLE CONNECTION. 16- PROVIDE 1" THROWAWAY FILTER FOR AIR CONDITIONING UNIT AS REQUIRED. 17. THIS CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR SIZE AND LOCATION OF DUCTWORK, RO0r- OPENINGS, AND WITH ELECTRICAL CONTRACTOR FOR ELECTRICAL REQUIREMENTS OF ALL MECHANICAL. EQUIPMENT. 18. FOR THERMOSTAT LOCATIONS REFER TO ARC1- 1.PLANS. 1I. DIFFUSERS $ REGISTERS SHALL BE TITUS OR KRUEGER. 20. PROVIDE BACK DRAFT DAMPERS FOR ALL EXHAUST FAN DUCT. 21. VAC CONTRACTOR SHALL TEST AND BALANCE THE AIR DISTRIBUTION SYSTEM AS SHOWN ON DRAWINGS. FROV IDEA COMPLETE REPORT UPON COMPLETE JOB. 22. INSTALL PERMANENT LABEL ON I4VAC EQUIPMENT TO INDICATE BY NUMBER WI- IICI -1 MAINTENANCE OR OPERATION MANUALS EXPLAIN THE DETAIL ROUTINE MAINTENANCE ACTIVITIES WHIICH4 MUST BE PERFORMED TO MAINTAIN THE EQUIPMENT IN EFFICIENT OPERATING CONDITION. 23. SELECT CLG. DEVICES TO MATCH CLG. TYPE. 24 . CONTRACTOR TO COMPLY WITI -E ALL SECTIONS OF WASHINGTON ENERGY CODE., 2005 25. COORDINATE LOCATION OF CEDING DIFFUSERS WITH ARCHITECT REFL.ECED CEILING Db4 B.O. SUBMITTAL: 00 -00-00 This drawing has been prepared by the Engineer. or under his Supervision. This drawing is provided as an instrument of aery €ce by the Designer /Engineer and is intended for use on this project only. Pursuant to the Architectural Works Copyright protection Act of 1890, all drawings, specifications, ideas and designs, including the overall form, arrangement and eompoaitton of spaces and elements appearing herein, constitute the original copyrighted work of the Designer/Engineer. key reproduction, use, or disclosure of information contained herein without prior written consent of the Engineer is Strictly prohibited. Copyright 2008 fob Curry Engineer BC te6 CITY O MAY 012008 PERMIT CENTER 0 BOB CURRY IN R 6 Reeder Shawnee, Ks. 88203 (913)262 -1772 B.D. SUBMITTAL: 00 -00-00 B.D. SUBMITTAL: 00 -00-CO DATE JOB NO. 3080 Bristol St. Suite 500 Costa Mesa, CA 52626 T. 714,540.5000 F. 714.755.3013 \e LL .I Lo C\I W p D U? O < (f) 0 "3 LIJ LT: W REVISIONS: NRDE[ RETAIL Nadel Retail Architects, LLP www.nadelarc.cam a A A A A A A A A A A A A SHEET NUMBER 02 -05 -08 Ml 07536 CATHY JEAN FLOOR FLAN DRAVVING TITLE: