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HomeMy WebLinkAboutPermit D10-333 - NEW IMAGE - OFFICEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D10 -333 New Image Creative 1210 Andover Park East RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 56 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. NEW IMAGE CREATIVE 1210 AN OVER PK E D10 -333 City olkukwila • 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 Parcel No.: 3523049075 Address: 1210 ANDOVER PK E TUKW Suite No: Project Name: NEW IMAGE DEVELOPMENT PERMIT Permit Number: D10 -333 Issue Date: 04/28/2011 Permit Expires On: 10/25/2011 Owner: Name: GRAY CAT COLLECTIVE LLC Address: 5430 45TH AVE W , SEATTLE WA 98199 Contact Person: Name: GREG RUST Address: 4549 SE 125 AV , BELLEVUE WA 98006 Contractor: Name: NEW IMAGE CREATIVE SIGN INC Address: 19411 66 AV S , KENT WA 98032 Contractor License No: NEWIMIC969DC Phone: 206 - 909 -6996 Phone: 253 395 -5600 Expiration Date: 03/03/2012 DESCRIPTION OF WORK: : 1 CONVERT APPROXIMATELY 400 SQ FT OF WAREHOUSE STORAGE TO OFFICE SPACE. Value of Construction: $2,500.00 Fees Collected: $389.02 Type of Fire Protection: SPRINIC,ERS /AFA International Building Code Edition: 2009 Type of Construction: V -N Occupancy per IBC: B Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10 -333 Printed: 04 -28 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: N N • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. 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: Date: Gi'`2eb� L l 1 hereby certify that I have read and e . ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied hether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: 2 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: 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. 6: All wood to remain in placed concrete shall be treated wood. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet doc: IBC -7/10 D10 -333 Printed: 04 -28 -2011 in height shall be anchored or braced to pre overturning or displacement during seisms nts. The design and calculations for the anchorage or bracing sha- e prepared by a registered professional en r licensed in the State of Washington. 8: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 9: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 16: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 17: 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 nun). (IFC 906.7 and IFC 906.9) 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: 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) 24: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) doc: IBC -7/10 D10 -333 Printed: 04 -28 -2011 25: Aisles leading to required exits shall bit vided from all portions of the building and equired width of the aisles shall be unobstructed. (IFC 1013.4) 26: 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) 27: 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) 28: 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 Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 29: 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) 30: 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) 31: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 32: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 33: 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. 34: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 35: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D10-333 Printed: 04 -28 -2011 CITY OF TUKVJ!" A Community Develdiallent Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us Building Per>iNo. t10- 333 Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project 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 10-7, S Site Address: 1 a/ A.4 c)'e t a ck King Co Assessor's Tax No.: s—F`l Tenant Name: JL.1 -\ vA 0. - . Property Owners Name: G Ce L L Mailing Address: t- 10 AN-40 •■e Pick f--0.s+ Suite Nu mber: ' 1'1 D Floor: New Tenant: ❑ Yes �No City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: 6cc 5 ►2v s4 Mailing Address: - f s 9 -S Grr�g gv, 54- E -Mail Address: Day Telephone: Q " in Q - 6 ? 4% City AVCu.l TIM R G,Z Fax Number: CCc - j e • C0%^^ g---0d6 State Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: G C C Jr. l'ZV S -i- C-1-e. W vc�v ."� � Mailing Address: Lis ) Q s � l �5 N A �� Ve e.- J 't- w '* City State Zip Contact Person: (3 Cc S not t F Day Telephone: ,:,Z0 e� 0 6 - 10 1 - 6' n Cr rc... G ragt s-F alit ArC w X IANk y c C CeY41 vc Fax Number: Contractor Registration Number: 4) fl .Cb� Expiration Date: E -Mail Address: ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Cl N/v •/� w 11� r ► �. Sa v. Mailing Address: 22. 402 0 6 ,9L. W. g& ` 7 City State Zip Contact Person: C �. Yj(J iV j�✓nni (k t' S c%',- Day Telephone: E -Mail Address: C L 1.6 H IA 6-\- `^,‘ 61/4 Fax Number: ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Mailing Address: A City Contact Person: Day Telephone: E -Mail Address: . Fax Number: State Zip H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Pennit Application.doc Revised: 7 -2010 bh • :h. BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid pr— : $ 0 6 Scope of Work (please provide detailed information): AeCb'f �ba ` (1' 0 o 6 yv�azll Existin iilding Valuation: $ /(J /.Ar o t'cC 6L &c. Will there be new rack storage? ❑ ....Yes io 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): /(! 1, - Floor area of principal dwelling: A lAr- Floor area of accessory dwelling: Af/X-' *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: N / A Compact: /v LA- Handicap: t ) Will there be a change in use? ❑ Yes .....No If "yes ", explain: FIRE PROTECTION/HAZARDOUS jg,. Sprink Automatic Fire Alarm ❑ None ❑ Other (specify) Will there beSboragt' or use bf flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Sa ety Data Sheets. SEPTIC SYSTEM ,i r ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications \Forms - Applications On Line\2010 Apphcattons17 -2010 - Permit Application. doc Revised: 7 -2010 bh Page 2 of 6 f-� Existing Interior Remodel Addition to Existing Structure Type of Construction per IBS Type of Occupancy per C�����xht1 , v, l �` Floor r 618 ° 5 �. L) D 6 V\ D �New.�. �c tr r� n 0 2nd Floor 3rd Floor Floors thru Q Basement 0 Accessory Structure* Attached Garage o Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 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): /(! 1, - Floor area of principal dwelling: A lAr- Floor area of accessory dwelling: Af/X-' *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: N / A Compact: /v LA- Handicap: t ) Will there be a change in use? ❑ Yes .....No If "yes ", explain: FIRE PROTECTION/HAZARDOUS jg,. Sprink Automatic Fire Alarm ❑ None ❑ Other (specify) Will there beSboragt' or use bf flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2" x 11" paper including quantities and Material Sa ety Data Sheets. SEPTIC SYSTEM ,i r ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications \Forms - Applications On Line\2010 Apphcattons17 -2010 - Permit Application. doc Revised: 7 -2010 bh Page 2 of 6 f-� PERMIT APPLICATION NOTES — AWcable 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 AU RIZED AGENT: Signature: Print Name: Mailing Address: sue"' � � u `fS' q S i l �� Ar-e Date: 1 Z / 1 6 Day Telephone: 20(6- ? o `(- 6 ? ?i kc_uv e roo,(, State Zip City IDate Application Accepted: lx 0 Date Application Expires: (,' QZ _ V1 Staff Initials: H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 PLUMBING AND GAS PIPING PEI INFORMATION — 206 - 431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: 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): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): 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: Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater and /or vent Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment Repair or alteration of drainage or vent piping Medical gas piping system serving 1 -5 inlets/outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets H:1Applications\Forms- Applications On Line\2010 Applications17 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 5 of 6 • 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: hup://www.ci.tukwila.wa.us RECEIPT Parcel No.: 3523049075 Permit Number: D10-333 Address: 1210 ANDOVER PK E TUKW Status: APPROVED Suite No: Applied Date: 12/08/2010 Applicant: NEW IMAGE Issue Date: Receipt No.: R11 -00842 Payment Amount: $294.70 Initials: JEM Payment Date: 04/28/2011 12:25 PM User ID: 1165 Balance: $0.00 Payee: NEW IMAGE CREATIVE SIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10022 294.70 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 290.20 640.237.114 4.50 Total: $294.70 doc: Receiot -06 Printed: 04 -28 -2011 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: htqx//www.ci.tulcwila.wa.us Parcel No.: 3523049075 Address: 1210 ANDOVER PK E TUKW Suite No: Applicant: NEW IMAGE RECEIPT Permit Number: D10-333 Status: PENDING Applied Date: 12/08/2010 Issue Date: Receipt No.: R10 -02458 Payment Amount: $94.32 Initials: WER Payment Date: 12/08/2010 01:47 PM User ID: 1655 Balance: $294.70 Payee: NEW IMAGE CREATIVE SIGN INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10003 94.32 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 94.32 Total: $94.32 doc: Receipt -06 Printed: 12 -08 -2010 INSPECTIO1N NO. INSPECTION RECORD Retain a copy with permit IV - ?33 PERMIT NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 S.outhcenter BIvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:.: Type of Inspection: FL HAI/ Address: i 2.1{ Date .0 -z. Special Instructions: . • Date Wanted. a.m. P.m- Requester: Phone No: • • Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: Date: /j /z ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO INSPECTION RECORD • Retain a copy with permit $)'0-3 33 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: . NI E ") "t.wn , cwc Type of Inspection: S1"-) f Address: 1�1() Pr Pe._ Date Called C:Ohn, y_ Gi4-EN Special Instructions: 01 i Date Wanted:. 6 — ,./.7- 12_ a.m p.m. Requester: Phone No: Cs,- 5(39 -(099 (_ Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 'Inspector: 1Date:4 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300.Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 •• • .Pertnit•Inspection Request Line (206) 431 -2451 VLO- -333 Project: 1 t o Type of Inspection: ,�1� r ` ez r L i&ft WI Address : .� ,6,,F) E. �. l: Date Cal Zo! 2% �✓! Z Special Instructions: p i • • a. Date Wante .m p�m• Requester: �� s r Phone No: .t.406`"" C/03 —ten& Approved per applicable codes. • OCorrections required prior to approval. COMMENTS: t Inspector: • Date: e 2 _ /7 /z REINSPECTION FEE REQUIRED. Prior..to next inspection. fee ..must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • INSPECTION RECORD Retain a copy with permit INSPECT ON NO. PERMIT NO. • • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit. Inspection Request Line (206) 431 -2451 Project: •_gfiojaAii''4,6-- Type of Inspection: '' Al / --N /LAD I LNV Address: Date Called: /i/4/1/cd l' Special• Instructions: Date Wanted: . C2 - ?7 /_ a.n Requester: Phone No: wee -e5^ �� / .... • RApproved per applicable codes. a Corrections required prior to approval. COMMENTS: —; ` p d J 4 et.:,..,/// ..reps)-1077,0,-L, - .- 709/44Pc, r1 J ,Q47.14! w (o — /i/4/1/cd l' • 1Inspec I .� 4-.4. R 'INSPECTION FE REQUIRE &.nor to next inspection. fee must be pfaid'at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: ..-Z 7 -'• .�+1G.►a"7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 1 + ' f to-3? 3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 le- Project: yJf w Z?4,1b\ Type of Inspection: Fa (NJA Address: 1 1l(7 A ki OdsNst Pk F Date Called: Special Instructions: Date Wanted:. 2. - 2-2. - i '7 ZeD P.m. Requester: Phone No: 2.0CD CI OS (0 59 pproved per applicable codes. 1[Corrections required prior to approval. COMMENTS: 3 d Iii 1M t. S - tLAr+nn i 9►. a IVO 1 cd1/4% ( IN PECTION FEE RE UIRED. Prior tf next inspection. fee' must be p. i . at 6300 Southcenter ElIvd.. Suite 10 Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit . INSPECTION NO. PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION . -6300 Southcenter Blvd., #100, Tukwila. WA 98188 v2, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 - 333 Project: ,.t z.,NA A Cg Type f Inspection: • ( vv - S7vP Via Address: A 710_ .,A/V'2 o.k/ k, Date Called: . ', 'rd 4 9' Gf de./yy 490 / G0r /tsoi / ■;•.4 A-V P +p/ ---, Special Instructions: • • • .A4, 7,,; u1.- -�o �.rrh,!✓ �i — Date Wanted:. A i l d , 1 4 IA. e j / ycias,, , y✓ lbx/,1/ TJ • a;, Requester: nspect r v Pho� . / '. ' oq_ / g /16' Approved per applicable codes. Norrections required prior to approval. • COMMENTS: - C,� 47-430 Gil 0- K /2641iWe !/" 1 � ,Pc /I- 637 - Gel s pirn7'es - sxP;reoze • ii y ©ZD ? 4, 14 p4y•.7i1 P qIV, Ar• as r 4 PI ( ' .g )1.1:-.7- 1? 49 iv ") a-n/ 4 J /1I / e..Q/, /rou key. . ', 'rd 4 9' Gf de./yy 490 / G0r /tsoi / ■;•.4 A-V P +p/ .5 / •., / / . 4,/ , 's /w')- Fi/ /G 11,0; .. cii A+,/'r /tr il n7 S loyAMOd /•fl ile. so •¢ 1P45- 17 .A4, 7,,; u1.- -�o �.rrh,!✓ �i — r• (i) a /=' // °A ,44Q 4 A1.43 47'1 c r,o, ;J la,./114,---/ A i l d , 1 4 IA. e j / ycias,, , y✓ lbx/,1/ TJ • 44" 4 "ef 1 fro"/ Avtifc% .( IV19/ �! 6 )C /%i i • 1.5 f 4-4,5 /-/ 047;GG.S e re Ti/1,)Jraod1) /., nspect r v Da e:O` I EINSPECTION FEE REQUIRED. Prp(to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule rer spection. 3 INSPECTION NUMBER I N sPficno N RECORD Retain a copy with permit 0 - 3 's PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: A/ ett, / 4i., e 4. .1 c... Type of Inspection: 7-r r..1.1 Address: / a / a Suite #: ' "9"per, Contact Person: Special Instructions: Permits: Phone No.: N.Approved per applicable codes. Corrections required prior to approval. COMMENTS: 445 $."54 -rd Cr o..-1 • • Needs Shift Inspection: . .•, Sprinklers: Fire Alarm: 81, - Hood Duct: Monitor: . Pre-Fire: Permits: OccupariCy Type: Inspector: ,5#s.) Date: a/2 ',h. Hrs.: / - $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word/Inspection Record Form.Doc 6/11/10 ••• T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D/0-333 it -E -U71 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407 Project: , /V&A) � l.. y e t, of Inspection: S pv'c F;-,,, 1 F-1 F;i., . I Address: /3-10 1 h do .Av �qc Suite #: �.. !� Contact Person: Special Instructions: Phone No.: ._ /X Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 6- t'- i$5111..3 -Pc.;kJ . . ,: ri v< F� �, a ■ A101- A .e-A • A Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /)....,1 I Date: '3 1 H - Hrs.: 1 $100.00 REIINSPECTION FEE REQUIRED. • You will receive an invoice from the City'of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: 1 Company Name: Address: City: 1 State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 10_ 5 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit T) /0 -333 w r /9 /l O(.7- j0 -5 S /I -C- d7( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila,Wa. 98188 206 -575 -4407 Project: ..1 ^" vet -e . Type Af I spectio : cq /"l-�c4 ci N 41- Address: !a i o A_ � e Suite #: Conta Perso : Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: dr/it 4 P--or %i/' J.4..) I( ' V'-< "[)r tr t r.A. r o v.'s cem. Br it- c:1 ems 0.4. 5-u iA Af.1A . ..., 1 'X` I*L ok 0- 5 -o ? j 11A-ci, c,.../.6, L -, be Needs'Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: w'` �y-, s-y Date: 2 /a3j /1, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: 1 Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 ArchStudio "Y. Shadyrya" FftEopy Ott No GRAVITY CALCULATIONS I REVIEWED FOR PROJECT: CODE COMPLIANCE OLIVER MACHINERY A "'''ROVED INTERIOR REMODELING AR, 1 6 <<,, TUKWILA, WA City of Tukwila BUILDING n�vicir,w' RECEIVED JAN 2 7 7 01' i UKVVi�, CORRECTION plir LTR# DATE: 01/05/2011 333 RECEIVED JAN 2 5 2011 PERMIT CENTFR Lu =0.OFt Lu@OH= O.OFtj BeainChek v2010 licensed to: Archstudio'Y. Shadyrya' Reg # 7992 -66445 Oliver Machinary office -1 beam -1 Selection Conditions PAM Alt bates Actual Critical Status Ratio Values Adiustments Loads Date: 1/05/11 6.3!4x 12 GLB 24F-V8 DF/DF NDS 2005, Overhang Min Bearing Area R1= 3.0 in' R2= 3.3 in' (1.5) DL Defl= 0.28 in, Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 21.0 ft Reardon 1 LL 19.68 # Reaction 1 TL 492 # Maximum V 10372'# Maus V (Reduced) L / 240 TL Actual Defl l / 240 LL Actual Defl 1186# 1978# 2004 # 1815 # L/451 L/898 Reaction 2 LL 1233 # Reaction 2 TL 2143 # Overhang Length 4.0 It Total Beam Length 25.0 ft OH TL Actual Defl L / 284 OH LL Actual Defl L / 559 Section fln') Shear (irk TL Defl (in) 11 Defl OH TL Defl OH LL Defl 162.00 53.31 OK 33% 81.00 11.34 OK 14% 0.56 1.05 OK 53% 028 1.05 OK 27% -0.34 0.40 OK 85% -0.17 0.40 OK 43% Reference Values Adjusted Values Gtr Volume Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use Fb (psi) 2400 2335 0.973 1.00 1.00 1.00 CI Stability 1.0000 CI Stability @ OH 1.0000 Fv (psi) 240 240 E (psi x mil) 1.8 1.8 Fc ! (psi) 650 650 1.00 N/A 1.00 1.00 Rb =0.00 Le= 0.00Ft Rb =0.00 Le =0.00Ft 1.00 Uniform LL: 113 Uniform TL: 170 = A (Uniform Ld on Backspan) Par Unit LL Par Unit 1"L Start End j 10 K =15 (OH) 0 4.0 Uniform Load A 1 K R1 = 1978 BACKSPAN = 21 FT /\ R2 = 2143 OH =4FT Glynn J Wilkinson Jr. ,architect 1310 "H" Street Southeast Auburn, WA 98002 253- 332 -2766 cl 'w • hotmail.com Gravity Calculations 1210 Andover Park East Tukwila WA RECEIVED Tax Number 3523049075 DEC 08 2010 PERMIT CENTER Date Dec 1, 2010 X10- 333 Proied: new Location: bearn2 Multi-Loaded Multi -Span Beam 12009 International Building Code(2005 NOS)) 3.125INx 10.51 Nx21.8F'T(17 +4) 24F V4 - Visually Graded Western Species - Dry Use Seaton Adequate By 107.4% Contro1fing Factor: Deflection peFLECYtONiS Center Malt live load 0.14 IN U1492 -0.10 IN 0486 Dead Load 0.14 in -0.09 in Total load 0,28 IN 0737 -0.19 IN 0249 Live Load Defledjon Criteria: 3!380 Total Load Deflection Criteria: U240 REACTION$ a Live Load 336 tb 512 lb Dead Lead 374 lb 605 lb Total Load 710 lb 1117 lb Bearing Length 0.35 in 0.55 to BEAM DATA des f!it Span Length 17 ft 4 ft Unbraoed Length -Top 0 ft 0 ft Unbraced Length- Bottom 17 ft 4 ft Lire Load Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES 24F -V4 - Visually Graded Western 'Species §.612106112 ____ Fb = 2400 psi Controlled by Fb_csnpr = 1850 psi Fb" = 2400 psi Ct1 =1,00 Shear Suess: Fv = 265 psi Fv. = 265 psi Cd =1.00 Modulus of Elasticity: E = 1800 ksi E' II 1800 ksi Min. Mod. of Elasticity: E_ ten ® 930 kst t=jnin' = 930 ksi Comp. to Grain :. Fc • 1= 650 psi Fc • 1' = 650 psi BendMg Stress: Controlling Moment: 2927 ft-lb 8.33 Ft from left support of span 2 (Center Span) Created by axnbining all dead toads and live toads on span(,) 2 Controlling Shear: -699 lb At a distance d from right support of span 2 (Center Span) Created by combining ail dead bads and live leads on spans) 2, 3 Comparisons with required sections: Section Modulus: Area (Shear). Moment of Inertia (dettection): Moment Shear_ B Prarbed 14.63 in3 57.42 in3 3.96 in2 32.81 in2 145.35 [n4 301.46 in4 2927 ft-lb 11484 f1-ib -699 b 5797 1b StruCatc V 8.0,102.0 12/22010 7:00:42 PM UNIFORM LOAD$ Center Right Uniform Live Load 40 plf 40 plf Uniform Dead Load 40 pif 40 Of Beam Seri Weight 7 p11 7 pd Total Uniform Load 86 plf 88 pit NOTES • Project new Lbcati a: Column 2 Cotumn 12009 International Buildbig Code(2005 NOS)) 5.5114x5.5INx9.4FT tit - Douglas- Fir - larch - Ory Use Section Adequate By 37.89% VERTICAL REACTIONS Live toad. Ved- U. -Rxn = 7840 lb Geed Load: Vert- DL -Rxn = 2370 lb Total toad: Vert- T1dRxn = 10210 ib COLUMN DATA Total Column Length: 9.4 it Unbraoed Length (X-Axts) Ly. 9.4 ft Unbraoed Length (Y-Ax s) Ly. 9.4 ft Column End Condtion -1( (e)• 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES t!2 - Douglas - Fir-Larch Compressive Stress: Bending Stress (X-,X Ards): Bending Stress (Y -Y Axis): Modulus Of EIa3Ycity: Min. Mod. of fib: Column Section (X -X Column Section (Y-Y Axis)' Area: Section Modulus (X-X Axis): Section Modulus (Y -Y Axis): Stenderness Ratio: Base Vatuee Fc n 700 psi Gds t.00 Cp=0 78 Fbx = 750 psi Crr=1.00 C. t.O0 Fby = 750 psi Cd-1.00CF=1.00 E = 1300 ksi E rain = 470 ksi tatatitil Fd = 543 psi Fbrl = 750 psi Fby = 750 psi E=.• 1300 ksi Ervin' = 470 ksi dx = 5.5 dy° 55 A = 30.25 Sx = 27.73 Sy = 27.73 Lexldx = 20.51 toyrdy = 20.51 Column Calculations (Controlling Case Only): Combatting toad Case: Axial Total Load Only (1 + 0) Actual Compressitive Stress: Fc Atkr3rabie Compressive Stress: re Eccentlicity Moment (X -X Axis): Mx-ex Eccentricity Moment (Y -Y Axe' ): Moment Due to lateral Loads (X.X Aids): Moment Due to Lateral Loads (Y -Y Axis): Bandits) Stress Lateral Loads Only (X•X Axis): Allowable Sending Suess (X-X Bending Stress Lateral Loads Only (VA' Axis)' A#lowable fending Stress (Y -Y Axis ): Combined Stress Factor: My-ey Mx° MY = Fbx- Fbx' Fby a CSF ° 338 543 0 0 0 0 0 750 0 750 0.62 in in tn2 in3 in3 Psi Psi ftdb ft4b ft-tb ft-lb Poi Pal Ps1 StruCalc Version 0.0.102 0 1212/2010 7 :1014 PM AXIAL LOADING Live toad: PL = 7840 tb Dead Load' PO = 2308 lb Column Set Weight CSW m 62 lb Total Load: PT = 10210 its Project new Lc aticn: team -1 Muiti•Loaded Mufti -Span Beam (2009 International Building Cade(2005 NDS)) 5.1261Nx16.551Nx21.0FT(1744) 241 V4 - Visually Graded Western Species - Dry Use Section Adequate By. 15.2% C.ontrorang Factor Delledarn OEFLECTIONS Center Rattht Live Load 0,31 IN 0864 -0.23 IN U207 Dead Load 0.08 in -0.04 in Total Load 0.37 IN U652 x0.27 IN U177 Live Load Defection Criteria: U360 Total Load Deflection Criteria: 1240 REACTIONS Live Load 4903 Ib 7328 Ib Dead Load 1055 lb 1703 Ib Total Load 5857 lb 9032 Ib Bearing Length 1.76 in 2.71 in AATJ Span length Unbraced Length -Top Unbiased Length - Bottom Lace Load Duration Fedor Notch Depth E19h2 17 ft 4 ft 0 ft 0 ft 17 ft 4 ft 1.00 0.00 StruCatc Venom 8.0102.0 LOADING DIAGRAM 12(2/20108:3029 PM cE/: MATERIAL. PROPERTIES 24F -V4 - Visually Graded Western Species ligiNgetri Bending Stress: Fb = 2400 psi CCarin f ay: Fb ompr = 1$50 psi Fb" g 2379 psi Cd =1.00 Cv --399 Shear Stress" For= 265 psi Fv' = 285 psi Cdf.00 Modulus of Elasticity: E = 1800 ksi E' = 1800 ksi K n_ Mod. of Elasticity: E_rnin = 930 ksi E_min' = 930 ksi Comp. 1 to Grain: Fe - -� = 650 psi Fc - Jr = 650 psi Controlling Moment 24630 ft-lb 8.33 Ft from Ott support of span 2 (Center Span) Created by combining all dead loads and ttve toads on span(s) 2 Controlling Shear.. -5299 Ib At a distance d from right support of span 2 (Center Span) Created by combining all dead toads and live lade on span(s) 2.3 Comparisons with required sections: Section Modulus: Area (Shear): Moment of inertia (deflection)! Moment Shear P 124.23 ln3 232.55 in3 30 1132 84.56 in2 1665.31 1n4 1918.51 1n4 24630 ft-itr 45107 It -Ib - 52991b 149391b Oft UNIFORM LOADS Center $jg_hj Uniform Use Load 565 pit 565 Of Uniform Dead Load 113 p1f 113 pH Beam Setf Weight 18 Of 18 elf Total Uniform Load 696 plf 696 plf NOTES Project new Location: Cottunn 1 Column 12009 International Building Code(2005 NOSH 3.5 IN x 3.6 IN x 9.0 FT d2 - Douglas -FU -Larch - Dry Use Section Adequate By 79.8% VERTICAL REACTIONS Lies Lead: Vert-U.-Mut = 512 lb Dead Load: Vert-OL-Rxrt = 829 lb Total Load: Vert•TL-Rxn = 1141 Ib COLUMN DATA Total Column Length. 9 ft Unbraced Length (X -Axis) Ly. 9 11 Unbraced Length (Y -Axis) Ly: 9 ft Column End Condtion -K (0): 1 Axial Load Duration Factor 1.00 COLUMN PROPERTIES 02 - Dougtas- Fir•Larrh Complesslve Stress' Bending Stress (X -X Axis)' Bending Stress (Y-Y Axis): Modutus of Elastiaty: Min. Mod. of Etastiaty. Column Section (X -X Axis). Column Section (Y-Y Axis): Area* Sion Modulus (X-X Axis): Section Modulus (V -Y Axis)' Slenderness Ratio: Base Values Adrusted Fc 1350 psi Fd m 462 psi Cd=1,00Cf- 1.15Cp0.30 Fbx = 900 psi Flue m 1350 psi Cd= 1.00 CF.. 1.50 Fby = 900 psi Fby' = 1350 psi Cd= 1.00 CF =1.50 E = 1600 ksi E = 1600 ksi E_min = 580 $ si E_min. = 580 ksi chic = dy= A sY= Sy = Lextdx Leyfdy 3 5 in 3.5 in 12.25 1n2 7.15 1n3 7.15 in3 30.88 30.86 Column Calculations (Controlling Case Only): Controlling Load Case: Axial Total Load Only (L + 0) Actual Compressive Slfess: Fc = 93 PSI Alloweb1e Compressive Stress: Fe = 462 psi Eccentricity Moment (X -X Axis): Mx-ex = 0 ft -Ib Eaa ntlicily Moment (Y -Y MIS): My-ey = 0 ft-lb Moment Due to Lateral Loads (X-X Axis): Mx = 0 ft-tb Moment Due to Lateral Loads (Y -Y Axis): My = 0 ft-lb Bending Stress Lateral Loads Only (X -X Axis): Fbx = 0 psi Altonvab a Bending Stress (X -X Axis): Fbx' = 1350 psi Bending Stress Lateral Loads Only (Y-Y Axis): Fby = 0 psi Alknvable Bending Stress (Y.Y AxsS): Flay = 1350 psi Combined Stress Factor: CSF = 0.2 StruCaic Version 8.0.102.0 1212/2010 7:04:04 PM AXIAL LOADING Live Load: PL = 512 lb Dead Load: PD = 605 lb Column Setf Weigh CSW = 24 Ib Total Load: P7 = 1141 lb NOTES 09 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director GREG RUST 4549 SE 125 AV BELLEVUE WA 98006 RE: Permit No. D10 -333 1210 ANDOVER PK E TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/25/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/25/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -333 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 March 10, 2011 Regarding : Project New Image Permit #: D10 -333 I will in this correspondence, attempt, to explain how I addressed each item that was marked on the drawings. Each item on the drawings that was changed was clouded for your ease in locating the changes. • Comment l Please show proposed F1 floor area on the provided exiting plan and include the appropriate occupant Toad count for this area. Occupant load counts should also be added for the other uses based on square footage of each use. Response We have made the changes to the plan notes on sheet A -01. Additionally, I have indicated on the floor plan the area that is F -1 area. Comment 2 Please correct math on the cover page for occupancy count and square footage of the B,S1 or S2 and F1 areas. If the storage area is to be considered 52 please provide justification for non - separated uses or plans for separated uses. As discussed, it may be better to classify the storage as S1 but this should be carefully looked at so as to not create other concerns. . Response I have adjusted the math on the cover sheet. Additionally, I have added the areas for F -1. Comment 3 Response Add a emergency light fixture above the exterior landing of exterior exit man doors. Also add interior lighted directional exit signs as discussed where construction elements may block the view of exits.. • The plan clearly shows the exit path and lighting. Furthermore, at your behest, there is a note by the exterior doors about the lighting. If you have any questions do not hesitate to call me. Regards, / ; CORRECTION LTR# inson Jr. chit t b10)- 33 RECEIVED MAR 29 2011 PERMIT CENTER I 0 s BACKFLOWS NORTHWEST 444, 'F 12819 SE 38' St #57 - WA 98006 - PHONE 425- 277 - 2888 -FAX 425 -671 -0809 0 BACKFLOW PREVENTION . ASSEMBLY TEST REPO - ECEP D ACCOUNT # Assembly ID Invoice # FEB 2 4 Z 011 NAME OF PREMISE N eww` C4�G Qr C r e.d :V € , Commercial i�' Re� IL'A ar�3v�i- p "�' j r 41�AARKS SERVICE ADDRESS ! t / CITY J tn. w • �- ZIP CONTACT PERSON 1 - PHONE ( ) / LOCATION OF ASSEMBLY " C` 4"' � I } 0 64 DOWNSTREAM PROCESS t r FAX ( ) DCVA ❑ RPBA ❑ PVBA ❑ DCDA NEW INSTALL ❑ EXISSTINGlir REPLACEMENT ❑ OLD SER. # PROPER INSTALL? YES B"NO ❑ • MAKE OF ASSEMBLY a" MODEL S7 6 v SERIAL NO, 0 00-71 g y a i a SIZE �` /- INITIAL TEST PASSED DCVA / RPBA DCVA / RPBA RPBA PSID PVBAISVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT AIR INLET OPENED AT PSID CLOSED TIGHT LEAKED c . 9 Sir • PSID CLOSED TIGHT LEAKED ^ d.' - L" • PSID #1 CHECK PSID AIR GAP OK? DID NOT OPEN • FAILED 111 NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • • • • • • ❑ • . • • • • • ❑ • • • • • ❑ • • LEAKED • CLEANED • REPAIRED • TEST AFTER REPAIRS PASSED ❑ FAILED • PSID psiD OPENED AT PSID AIR INLET PSID LEAKED • LEAKED • #1 CHECK PSID CHK VALVE PSID AIR GAP INSPECTION: Required minimum air gap separation provided? Yes ❑ No ❑ Detector Meter Reading REMARKS: LINE PRESSURE 1 ' i) PSI TESTERS SIGNATURE: CONFINED SPACE? CERT. NO. B -5225 DATE °` . + J 1 TESTERS NAME PRINTED: Chris Sutton REPAIRED BY: FINAL TEST BY: CORRECTION LTR# �. CALIBRATION DATE 2-2 -11 GAUGE # 08081863 MODEL: MIDWEST 835 SERVICE RESTORED? YESiZr N TESTERS PHONE # (425) 277 -2888 RECEIVED CERT. NO. DATE DATE FEB 22 2011 T CENTER I certify that this report is accurate, and I have used WAC 246 -290 -490 approved terse methods °f6 - 3 33 IP BACKFLOWS NORTHWEST J Gar 12819 SE 38th St #57 — WA 98006 - PHONE 425- 277 - 2888 —FAX 425 -671 -0809 (V:51 BACKFLOW PREVENTION ASSEMBLY "TEST REPORT -it ,5�` ACCOUNT # Assembly ID IInvoice # Am/ �^ stet Z C r ps,Tw e. NAME OF PREMISE t t . 'Commercial C Residential ❑ SERVICE ADDRESS 1 2 1' / Q rJ v e r Pk £ CITY "TAI I"'; - —. ZIP CONTACT PERSON ` / PHONE ( ) FAX ( ) LOCATION OF ASSEMBLY �/ 4v + ►4 i J O �- C 3 Q Q� DOWNSTREAM PROCESS �' � r a-- vYeG S S DCVA ❑ RPBA O PVBA 0 DCDA gr NEW INSTALL ❑ EXISTING g' REPLACEMENT ❑ OLD SER. # PROPER INSTALL? YES ®"NO ❑ 1 MAKE OF ASSEMBLY e l c a MODEL SERIAL NO. AO ill 9 ®1 SIZE '! y, INITIAL TEST PASSED a DCVA / RPBA DCVA / RPBA APB/4, OPENED AT PSID PVBA/SVBA CHECK VALVE NO.I CHECK VALVE NO.2 AIR. INLET OPENED AT PSID CLOSED TIGHT 'ir LEAKED ❑ PSID CLOSED TIGHT L9'' LEAKED ■ 1 1 ' PSID #1 CHECK PSID AIR GAP OK? DID NOT OPEN • FAILED • NEW PARTS AND REPAIRS CLEAN REPLACE PART CLEAN REPLACE PART CLEAN REPLACE PART CHECK VALVE HELD AT PSID • • • • • • • • • • • • LEAKED • • • • • ❑ : • " CLEANED • • • • • • • REPAIRED • TEST AFTER REPAIRS OPENED AT PSID AIR INLET PSID LEAKED • LEAKED . • PSID PSID #1 CHECK PSID CHK VALVE PSID PASSED • FAILED • AIR GAP INSPECTION: Required minimum air gap separation provided? Yes 0 No ❑ Detector Meter Reading 00 C7 • 93 REMARKS: LINE PRESSURE Pi 0 PSI TESTERS SIGNATURE: CERT. NO. B -5225 CONFINED SPACE? DATE .- 11 TESTERS NAME PRINTED: Chris Sutton TESTERS PHONE # ( 425) 277 -2888 REPAIRED BY: C O R R E CTI-O N FINAL TEST BY: 1 T# 2 CERT. NO.. DATE DATE RECEIVED CALIBRATION DATE 2 -2-11 GAUGE # 08081863 MODEL: MIDWEST "835 SERVICE RESTORED? YES ❑P I eert. fy that this report is accurate, and 1 have used WAC 246- 290 -490 approved test methods and FFR 22 2011 o:!• � TCENTER �0 • 333 , • • 1 NO • 0 „SI) (-7 4? t • • Joanna Spencer - Re: back flow preventer D10 -333 Page 1 of 1 From: Joanna Spencer To: Greg Rust Date: 02/07/2011 4:44 PM Subject: Re: back flow preventer D10 -333 Hello Greg, Any feedback from the owner ? Joanna »> "Joanna Spencer" <jspencer @ci.tukwila.wa.us> 02/03/2011 12:03 PM »> Greg, All the owner has to do is get the DDCVA inside the fire vault repaired and tested. Per Todd Reedyl, Water Foreman © 206 431 -2169 the backflow failed test in Nov 2009 and the tester noted that parts were ordered for repair, however PW has never received any further reports. It's a state law that the DDCVA shall be tested on annual basis at the property owner's expense. No permit is required to do the DDCVA repairs. Please let the owner know that if there will be any plumbing work inside the building the domestic WM(s) will need to be relocated behind the sidewalk and Reduced Pressure Principle Assembly(s) installed under a separate PW construction permit. Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 phone: 206-431-2440 fax: 206 - 431 -3665 jspencer@ci.tukwila.wa.us »> "Greg Rust" <gregrust @newimagecreative.com> 02/02/2011 3:30 PM »> Hi Joanna, the owner has asked that I coordinate this issue with you to resolve, can you update me with the old permit number and contractors name and number? If so I can follow up and make sure this gets resolved. Thanks, Greg 206 - 909 -6996 I will also see if there is a annual test ticket on the valve. file: / /C: \Documents and Settings \joanna.TUKWILA \Local Settings \Temp\XPgrpwise \4D... 02/07/2011 CDeparment of Community Development Jack Pace • City of Tukwila Jim Haggerton, Mayor March 9, 2011 Greg Rust 4549 SE 125 Av Bellevue, WA 98006 RE: Correction Letter #3 Development Permit Application Number D10 -333 New Image —1210 Andover Pk E Dear Mr. Rust, 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 Works Department. At this time the Fire, Planning and Public Works Departments have no comments. Building Department: Dave Larson at 206 431 -3678 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) 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, Bill Rambo Permit Technician encl File No. D10 -333 W:\Permit Center\Correction Letters \2010\D10 -333 Correction Letter #3.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: March 9, 2011 Project Name: New Image (Correction Letter #3) Permit #: D10 -333 Plan Review: Dave Larson, Senior Plans 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 of24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please show proposed F 1 floor area on the provided exiting plan and include the appropriate occupant load count for this area. Occupant load counts should also be added for the other uses based on square footage of each use. 2. Please correct math on the cover page for occupancy count and square footage of the B, S1 or S2 and F1 areas. If the storage area is to be considered S2 please provide justification for non - separated uses or plans for separated uses. As discussed, it may be better to classify the storage as S1 but this should be carefully looked at so as to not create other concerns. 3. Add an emergency light fixture above the exterior landing of exterior exit man doors. Also add interior lighted directional exit signs as discussed where construction elements may block the view of exits. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • Citj' of Tukwila 0 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 8, 2011 Greg Rust 4549 SE 125 Av Bellevue, WA 98006 RE: Correction Letter #2 Development Permit Application Number D10 -333 New Image —1210 Andover Pk E Dear Mr. Rust, 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 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) 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, Bill Rambo Permit Technician encl File No. D10 -333 W:\Perntit Center\Correction Letters\2010\D10 -333 Correction Letter 112.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: February 3, 2011 Project Name: New Image Permit #: D10 -333 Plan Review: Dave Larson, Senior Plans 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. There are several inconsistencies, calculation errors and incomplete or incorrect code assumptions in the plans. The following items are some of these but may not be all of them. • Under Code Assumptions, S2 and B are the only occupancy types listed. The welding/paint booth areas would be Fl or F2. Please revise as necessary • You divided the existing and proposed gross areas of the S2 by 300 and came up with 24 existing and 6 proposed occupants. 17434 divided by 300 =59 occupants and 16627 divided by 300 =56 occupants. On page A03 in the middle of the page you have a note "Storage Occupancy Load =166. I can't figure out how this figure was calculated and what are it applies to. • Another item under code assumptions is that one exit is required per table 1015.1. Per section 1014.3, when the common path of travel exceeds 100 ft. for B, or S occupancies in a sprinklered building, two exits are required. The occupant load factor for warehousing is 500. The occupant load factor for office and industrial occupancies is 100. If the occupant load exceeds 50, two exits would be required as well however two exits are required per common path of travel provisions even if the occupant load is under 50. 2. Your response to the first review memo states that the owner will address multiple occupancy issues. The following code section addresses exiting through adjoining tenant spaces. 1014.2.1 Multiple tenants. Where more than one tenant occupies any one floor of a building or structure, each tenant space, dwelling unit and sleeping unit shall be provided with access to the required exits without passing through adjacent tenant spaces, dwelling units and sleeping units. Exception: The means of egress from a smaller tenant space shall not be prohibited from passing through a larger adjoining tenant space where such rooms or spaces of the smaller tenant occupy less than 10 percent of the area of the larger tenant space through which they pass; are the same or similar occupancy group; a discernable path of egress travel to an exit is provided; and the means • of egress into the adjoining space is not subject to locking from the egress side. A required means of egress serving the larger tenant space shall not pass through the smaller tenant space or spaces. As stated in the first review memo, a separate permit application is required for each tenant space or the whole space must be designated as a single tenant. More than one tenant most likely will require a different exiting plan than a single tenant does to the code requirement noted above. 3. Since two exits are required, emergency lighting and lighted exit signs are required. Please provide a means of egress plan. Refer to section 107.2.3 of the 2009 IBC. We prefer to see the means of egress depicted as a shaded path through the space connecting at least two exits when two or more exits are required. The common paths leading to the means of egress should not be shaded. The maximum distance a person can travel from a most remote point to the means of egress (common path of travel) is per section 1014.3 IBC. Once a person reaches the means of egress pathway, they need to be able to travel in at least two distinct directions to an exit. The means of egress path is required to have emergency lighting along its entire length at intensity levels per section 1006.4 IBC. Please show compliance with this requirement on plans. This plan is also a good place to show placement of lighted exit signage. The width of the means of egress path shall be per section 1005.1 IBC and shall be indicated on the plan. 4. On page A07 section B -B shows wall bracing not to exceed 45 degrees from vertical. Typically wall bracing should be at least 45 degrees from vertical unless designed by an engineer. Please provide an engineered design or change notes to at least 45 degrees from vertical. A stiffer brace member may be required. 5. Please note that since major changes are required to address the concerns above, other corrections may be required after reviewing the changes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. DATE: PROJECT: • • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards February 7, 2011 New Image @ 1210 Andover Pk E REVIEW #: 2 PERMIT NO: D10 -333 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. Please provide status of fire prevention DDCVA repair and backflow test report. Applicant has also an option to post a bond for DDCVA repair and testing in the amount equal to 150% of the repair and testing cost of the subject backflow together with a letter stating the repair and testing within 60 days. Please note that it is the property owner's responsibility to have the subject backflow tested on annual basis. (W:PW Eng/other /Joanna Spencer /Comments 2 D10 -333 PW) C.l\llllj vl'!ihotma11 coo January 5, 2011 Regarding : Project New Image Permit #: D10 -333 I will in this correspondence, attempt, to explain how 1 addressed each item that was marked on the drawings. Each item on the drawings that was changed was clouded for your ease in locating the changes. • Comment 1 This application shows changing the building from VN to V -1hr. Past records show this building as III N and that compares to III B under the 2009 IBC. This may change the need for some or all of the fire -rated assemblies proposed in the plans. If you want the building to be V -1hr, now called VA, the entire structure will need to meet this classification. Please verify proposed or existing construction type. Change plans notes as necessary. Response • Comment 2 We have made the changes to the plan notes on sheet A -01. We had based our existing code notes on drawings that we had. Per a site visit yesterday and discussions with Greg Rust it appears that the space will be divided up into more than one tenant space. A separate Building permit is required for each tenant space. Response Greg Rust will take care of all permits. What we have shown on the drawing reflects what is built and what maybe built to conform to requirements of the code. The division of space from what I understood is more for his and others usage. 'Comment 3 Plans need to include an egress plan showing the egress path where emergency lighting is required, emergency lighting proposed, lighted exit signage and exit doors with direction of swing. Response The plans previously had shown the egress path and the distances on doors swing in the direction of travel. We have added notes about we have attempted to make it clear the egress path on this sheet. CORRECTION D10 -333 sheet A -03. The plans show lighted signage. Furthermore ECEWED JAN 25 2011 CNTEk �� w +.UY a1I • 0 Comment 4 Response The plan submitted shows some of the new construction as existing on page A03. Please correct this page as necessary. We have corrected the plan notes so they clearly indicated what new construction is and what existing construction are. Comment 5 Response A new paint booth is under construction and is not shown on this plan. The paint booth would also require a Mechanical Permit. Paint storage may need to be in a control area or possibly an H occupancy. Please provide quantities and types of hazardous chemicals and proposed means of storage including fire separation if required by code. Comment 6 We have added some notes about the paint booth on sheet A -05. However, Greg Rust is submitting a separate set of drawings for the paint booth that has and will address the items in you comment. We do show the location of this paint booth on the sheet A -03. A two story office area is under construction and gravity Toad calcs were provided. Lateral load calcs and design will also be needed. Response We have eliminated the upper floor office area. Therefore, I feel that no lateral calculations are required. The walls that were added are long, with no openings and by inspection they will meet the requirements for lateral forces. We have adjusted the notes on sheet A -01 to reflect the new areas. Comment 7 A welding area complying with the International Fire Code should be defined and labeled on the plan. Response We have added notes to the plans regarding the welding area. These notes are found on sheet A -03. Comment $ Response Per Greg Rust, the scope of this project may change and it may save time by showing intended changes in the re- submittal addressing this review memo. As indicated above we have removed the upper floor office area. • • Comment 9 A new wall 12 ft. high made with 2x2 steel posts will need to be braced to structure. Please provide details. Note that a combustible wall would not be suitable in a welding area. Response Comment 10 We have added a detail to brace the top of this "wall ". This detail is found on sheet A -08 and we have referenced it on the sections on sheets A -08 and A -09. Provide Occupancy type and occupant Toad for each room in a tenant space. This is best shown on the egress plan. See item #3 above. • Response We have added the occupancy on a plan in addition to what was shown on the cover sheet previously. .Comment 11 Response. The plans should show construction details for each type of wall including floor connection, framing members and connections an top support. Previously on the plan we showed rated wall assemble details. Some of the details were referenced previously. We have made a good faith effort to reference all details on the plans. If you have any questions do not hesitate to call me. • f Tu • Jim Haggerton, Mayor January 3, 2011 Department of Comm ; : pity Development Jack Pace, Director Greg Rust 4549 SE 125 Av Bellevue, WA 98006 RE: Correction Letter #1 Development Permit Application Number D10 -333 New Image —1210 Andover Pk E Dear Mr. Rust, 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 and Public Works Departments. At this time the Fire and Planning Departments have no comments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached comments. Public Works Department: Joanna Spencer at 206 431 -2440 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) 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, Bill Rambo Permit Technician encl File No. D10 -333 W:\Permit Center \Correction Letters \2010\D10 -333 Correction Letter #I.DOC 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 o Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 0 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: December 28, 2010 Project Name: New Image Permit #: D10 -333 Plan Review: Dave Larson, Senior Plans 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. This application shows changing the building from VN to V -1 hr. Past records show this building as III N and that compares to III B under the 2009 IBC. This may change the need for some or all of the fire -rated assemblies proposed in the plans. If you want the building to be V -1hr, now called VA, the entire structure will need to meet this classification. Please verify proposed or existing construction type. Change plans notes as necessary. 2. Per a site visit yesterday and discussions with Greg Rust it appears that the space will be divided up into more than one tenant space. A separate Building permit is required for each tenant space. 3. Plans need to include an egress plan showing the egress path where emergency lighting is required, emergency lighting proposed, lighted exit signage and exit doors with direction of swing. 4. The plan submitted shows some of the new construction as existing on page A03. Please correct this page as necessary. 5. A new paint booth is under construction and is not shown on this plan. The paint booth would also require a Mechanical Permit. Paint storage may need to be in a control area or possibly an H occupancy. Please provide quantities and types of hazardous chemicals and proposed means of storage including fire separation if required by code. 6. A two story office area is under construction and gravity load calculations were provided. Lateral load calculations and design will also be needed. 7. A welding area complying with the International Fire Code should be defined and labeled on the plan. 8. Per Greg Rust, the scope of this project may change and it may save time by showing intended changes in the re- submittal addressing this review memo. 9. A new wall 12 ft. high made with 2x2 steel post will need to be braced to structure. Please provide details. Note that a combustible wall would not be suitable in a welding area. 0 0 10. Provide Occupancy type and occupant Toad for each room in a tenant space. This is best shown on the egress plan. See item #3 above. 11. The plans should show construction details for each type of wall including floor connection, framing members and connections on top support. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: December 30, 2010 PROJECT: New Image @ 1210 Andover Pk E REVIEW #: 1 PERMIT NO: D10 -333 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the subject building has deficiencies on the fire prevention line. a) Fire Prevention The existing Detector Double Check valve Assembly (DDCVA) is overdue for the required annual testing. Our records show that the backflow failed a test in November 2009 and the tester noted that the parts were ordered for repair; however Public Works has never received any further reports. The property owner was sent a notice to have the assembly tested in November 2010 and we have not yet received any report. There is a bypass DCVA on fire line that passed the test in November 2009, but Public Works has not yet received a test report for the required testing in November 2010. Please have the backflow tested and submit passing test results to Public Works ASAP. A separate letter addressing backflow deficiencies was mailed to Greg Cat LLC, property owner on December 30, 2010. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for the fire prevention line is resolved. Applicant can post a bond for item a) in the amount equal to 150% of the repair cost and testing cost of subject DDCVA, together with a letter stating the installation /repair by February 20, 2011. (W:PW Eng/other /Joanna Spencer /Comments 1 D10 -333 PW) January 6, 2011 • City of Tukwila Department of Public Works Gray Cat Collective, LLC 5430 45th Avenue West Seattle, WA 98199 RE: New Image Tenant Improvement 1210 Andover Park East Permit No. D10 -333 To Whom It May Concern: Jim Haggerton, Mayor Bob Giberson, P.E., Director In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The program requires elimination or control of any cross - connection between the distribution system and a consumer's water system by the installation of an approved backflow device. The City has determined that the building at the above address has deficiencies on the fire prevention line and domestic water services. 1) Fire Prevention Line The existing Detector Double Check Valve Assembly (DDCVA) is overdue for the required annual testing. Our records show that the backflow failed a test in November 2009 and the tester noted that the parts were ordered for repair; however, Public Works has never received any further reports. The property owner was sent a notice to have the assembly tested in November 2010, and we have not yet received any report. There is a bypass DCVA on the fire line that passed the test in November 2009, but Public Works has not yet received a test report for the required testing in November 2010. Please have the backflow tested and submit passing test results to Public Works ASAP. 2) Domestic Water Services Please note that any plumbing modifications will trigger relocation/retapping of the water meter(s) and installation of Reduced Pressure Principle Assemblies (RPPAs) on the domestic water service(s). The Public Works Director will withhold issuance of this Tenant Improvement permit until the backflow issues for the fire prevention line is resolved. Applicant can post a bond for item 1) in the amount equal to 150% of the repair cost and testing cost of subject DDCVA, together with a letter stating the installation /repair by February 20, 2011. Sincerely, J nna Spencer spf-te- Development Engineer JS:Iw cc: Greg Rust, Applicant Todd Reedy, Public Works (W:PW Eng/Other /Joanna Spencer/Letter Gray Cat 010611) PERMANENT FILE COPY 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 433 -0179 • Fax: 206 -431 -3665 T Calf PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -333 PROJECT NAME: NEW IMAGE CREATIVE SITE ADDRESS: 1210 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 3 DATE: 03 -29 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS,: I I1 in ding Division Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete IgJ Incomplete DUE DATE: 03-31 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04-28-11 Approved Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 *PERMIT COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -333 PROJECT NAME: NEW IMAGE SITE ADDRESS: 1210 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 2 DATE: 02 -22 -11 Response to Incomplete Letter Revision # After Permit Issued DEPAR MENT Building Division in Fire Prevention Pu lic Works Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) n Planning Division ❑ Permit Coordinator 1 Complete Incomplete ❑ DUE DATE: 02-24-11 Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route J6 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 03 -24 -11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 ROT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -333 PROJECT NAME: NEW IMAGE SITE ADDRESS: 1210 ANDOVER PK E Original Plan Submittal X Response to Correction Letter # 1 DATE: 01 -25 -11 Response to Incomplete Letter # Revision # After Permit Issued DEPART ENT : eni uilding ivision imo Public Works Fire Prevention Structural n Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01-27 -11 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TU ES/TH U RS SROUTING: Please Route %J, Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions n Notation: REVIEWER'S INITIALS: DUE DATE: 02 -24 -11 Not Approved (attach comments) ;Z, DATE: Permit Center Use Only Q CORRECTION LETTER MAILED: — i Departments issued corrections: Bldg-` Fire ❑ Ping ❑ PW4-13, Staff Initials: Documents /routing slip.doc 2 -28 -02 • 0 PERK PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -333 DATE: 12 -08 -10 PROJECT NAME: NEW IMAGE SITE ADDRESS: 1210 ANDOVER PK E X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: A\ed le-10 �uildingivision Public Works Ige Awe G 1)---)-0-(D Fire Prevention Structural I ning�vi n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -14 -10 Complete 14- Incomplete n Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions El DUE DATE: 01 -11 -11 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: I- 3 —■( Bldg Fire ❑ Ping ❑ PW Staff Initials: lA/� Documents/routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http : / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 'j 1 -g*( Plan Check/Permit Number: D10-333 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 3 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: New Image Project Address: 1210 Andover Pk E Contact Person: Phone Number: Summary of Revision: ( " 3 CITY OP 1/4,4r.s.161 MAR 2 9 2011 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio, Received at the City of Tukwila Permit Center by: Entered in Permits Plus on ( 1 \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Web site: http://www.ci.tulovila.lva.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: VE_.?,- 24 - I Plan Check/Permit Number: b — t U -'333 ❑ Response to Incomplete Letter # J. Response to Correction Letter # (1- O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: I.ii„1.1 04-6,0 <<LIO A- AfoodU- k e Project Address: ‘7 ej At■00■f 1-17- 1Q4� LL Contact Person: 44-1,‘ f-ki< Phone Number: Summary of Revision: ,mss nS 41/4-s 1-0,4A7( sk4- 1 A- 61 M- o /A okf 5 {A o4e ueAt RAC r -Krs F24- umi.G ulikt d %i �N A-c t- 4 do s t+ F c d —1 eriv oFYUKW UA FEB 2 2 2011' PERMIT CENTEP Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by: Entered in Permits Plus on e)_ 01.7.~'t I H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Created: 8 -13 -2004 Revised: 7 -2010 1 • City of Tukwila • Steven M. Mullet, Mayor 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 Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 ! 2. Sl 1) Plan Check/Permit Number: D10-333 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 •O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: New Image Project Address: 1210 Andover Pk E Contact Person: 6/1 E G Au S r RECEIVED CTNOFTUKIN A LIAti 2,5.2011 9RMIT CENTER Phone Number: 204 — 10/-6 Summary of Revision: Rev add! 1)1An1 -6 indlvd.e..: e5rer.r rs /qrt C.,m1 . deisf,%ls r9GG vpo-..•J 410 C. ni a Oh iz k. - d4ta.:1; Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi Received at the City of Tukwila Permit Center by: N----Entered in Permits Plus on iapptications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peer Friendly Page 1 Electrical Contractor A business licensed by L&I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company NEW IMAGE CREATIVE SIGN INC 2533955600 19411 66Th Ave S Kent WA 98032 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602339833 Active NEWIMIC969DC Electrical Contractor 3/3/2004 3/3/2012 Sign Unused License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NEWIMIC961B9NEW IMAGE CREATIVE SIGN INC Construction Contractor Signs Unused 1/29/2004 3/12/2012 Active Electrical Administrator INFORMATION License RUST•G'066JB Name RUST, GREG Status Active Business Owner Information Name Role Effective Date Expiration Date RUST, GREG Agent 03/03/2004 5/27/2008 RUST, GREGORY A President 03/03/2004 $215.00 Bond Information No records found for the previous 6 year period Assignment of Savings Information Page 1 of 2 Savings 1 Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 3/2/2004 Until Released Bond S4,000.00 3/3/2004 Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type Infractions /Citations Information Infraction / Citation Date RCW Code Type Status Violation Amount ESTRL00609 5/27/2008 19.28.101 RCW ELECTRICAL CITATION Satisfied $215.00 ESMWI00202 11/6/2007 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 EOKAD01164 11/8/2007 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 EOKAD01088 10/16/2007 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 https://fortress.wa.gov/lni/bbip/Printaspx 04/28/2011 ages shall be med0 of "/work without prior approval to the scope Tukwila Buildin vsin. of bTB: Revisions Building Division. nd will require a new i may include additional plan review fees. ew fees. Costco Dr. SCAL OLI VER • MA,CHINAR Y. WAREHOUSE • .: .18.480 S.F: . •- Trilatuf Dr s 180th' LE S1 8th Si SEPARATE PERMIT REQUIRED FOR: Mebhanical tit Elm*,cal Plumbing Gas Piping City of Tukwila BUILDING DIVISION PARCEL y- DESCRIP -TION N AT THE it A' f RI :`4 , •D1SA rc e' 1f-T NCE .0 r'. A' 1ST T A T.AN C LEGAL DESCRIPTION S 334.32 FT OF 572.27 FT OF POR GL 1 LY EAST OF ANDOVER PARK EAST LESS 166.47 FT SITE PLAN SCALE 1"= 30'-0" EXISTING BUILDING SHAPE REMAIN LOT AREA &COVERAGE AREA REMAIN EXISTING AREA E -CROSS BUILDING AREA 1848000 sqF [-STORAGE AREA 17434.00 sqF E- OFFICE AREA 1046.00 sqF PROPOSED AREA E -GROSS BUILDING AREA 18480.00 sqF N-STORACE AREA E- OFFICE AREA 1046.00 s N- OFFICE AREA TOTAL OFFICE AREA ORIGINAL PROJECT DA TA CONSTRUCT/ FROM EXIST. TO NEW TYP BUILDING CO OCCUPANCY: OCCUPANT LOAD: 1 SPRINKLERS: TOTAL SQ. FT.: T Y"E.• YPE: Ill -B (Ful y Sprinklered) • III -8 (Fully Sprinklered) E DATA: xxxx UBC A3 /B2 /E3 185____ YES 18.480 S.F. VICINI T SHEET CON TENTS CODE ASSUUIPTIONS ALL ASSWIPTIONS ARE BASED ON THE 2009 IBC! BULDING OCCUPANCY! . S-11 =AS PER SECTION 311.2 B' = AS PER SECTION 304.1 F -1 = AS PER SECTION 306.2_ NON SEPERATED OCCUPANCY AS PER' 508.2.4 NAME COMMENTS A01 FT FT FT FT 10 0411 COVER SHEET. SITE PLAN S -1i -i300 GROSS A02 61= 100 GROSS F 1I =:200 GROSS OCCUPANT NUu18ERS S-1; 14 438 0 Bi = 1.8530 F 1r= 2,189.00 TOTAL _ EXITING GENERAL NOTES A03 MET AS PER TABLE 1015.1 50 THEREFORE 2 EXITS AS PER 1014.1 AND 1020.1 250 FEET AS PER TABLE B ULD ING AREA WAREHOUSE PLAN =i 17 434.00 SQ FT =i 1046.00 SQ FT-1 = X18,480.00 SQ FT A04 EXISTING WAREHOUSE ELEVATIONS ,,- /,. 4 • 4 ;. P . A06 - . - -= e,.:.;,,,:r7 C AMA- 4 &' CTII Q -1-- w A08 SECTION C -C. DETA�II S A09 TED D PAILS CODE ASSUUIPTIONS ALL ASSWIPTIONS ARE BASED ON THE 2009 IBC! BULDING OCCUPANCY! . S-11 =AS PER SECTION 311.2 B' = AS PER SECTION 304.1 F -1 = AS PER SECTION 306.2_ NON SEPERATED OCCUPANCY AS PER' 508.2.4 AREA FOR EACH OCCUPANCY TOTAL ARS 11 B = =18,480.00 SQ 14,438.00 SQ I =1,853.00 SQ 0 SQ_ AS PER TABLE FT FT FT FT 10 0411 F-11-=i2,189.0 I OCCUPANCY LOAD S -1i -i300 GROSS ,r%_� 61= 100 GROSS F 1I =:200 GROSS OCCUPANT NUu18ERS S-1; 14 438 0 Bi = 1.8530 F 1r= 2,189.00 TOTAL _ EXITING ce- / i '®949' H >icri 4 /1 300 := 6.2 . 200= 9.3 I 1- 63.6 ONE EXIT REQUIRED IF TOTAL OCCLPANCE EXCEEDS ARE REQUIRED EXITING THRU S -1 PERMISSIBLE MAXIMUM TRAVEL DISTANCE 1016.1 EXISTING MET AS PER TABLE 1015.1 50 THEREFORE 2 EXITS AS PER 1014.1 AND 1020.1 250 FEET AS PER TABLE B ULD ING AREA i EXISTING STORAGE AREA =i 17 434.00 SQ FT =i 1046.00 SQ FT-1 = X18,480.00 SQ FT EXISTING OFFICE AREA TOTAL EXISTING AREA PARCEL B - AD RES REVIEWED FOR DE COMPL1AI\ICE AP 181,;1 City DUILDI 9 r COR LTR U ECTION O333 0 CD Z 0 2 W 0 W H- Z — —r N(NI N oo - � N�0 0 N c U HQo °.-> .� CYO aaa 12 10 ANIIVE' PARK EA.EGEIVEC�. Ao 1 # 3523049075 TUKWILA, WA 98112 OLIVER MACHINARY MAR 2 9 ; OWNER NAME P�RNIIT �EI�Tr SPECIES /GRADE FLOOR L0AD150PSF WAREHOUSE FLOOR LOAD 50PSF AT OFFICE SPRINKLER SYSTEM EE= X 1 T! ti G FIRE DEPARTMENT NOTES 1. OF NNOT LESS X71 2 LE -AHQR 2 -A1t l0C $VTHIN 75 Or TRAVEL G DISTANCE 70 ALL PORfOWS OF THE /LD/NG FLOOR ALSO DURING CONSTRUCT* 2 PROVIDE FIR �� GUISHER AS REQUIRED BY ARE DEPT. 3 EVERY EXIT DOOR SHALL Ar'ENABLE THE 1 SHE 7HOUT 771E USE OF KEY QR Y ECMAL o, a' OR�}�14 T SPEC LOCKING SHALL BE - CLOSING WIN A DOOR aoSER. 4. nor DOOR S7HALL,SfNG IN THE DIRECTION OF DOT 7RAVEL MEN SERVING MM tt THAN 50 PERSONS 5 DRAPES OTHER DECOMME A7ERlALS SHALL BE RETr.4RRD T �sCHER77f7CAIION EOF SHALL BE PROW as. D MAC II ALL Nt T BEH *, CAM EIS BY & tHENEVER S1OBTHATTHEY OCCUPIED, ARE L CLEARLY VISIBLE. SHALL BE${y/ 7 MIN/MU 611 H Y 5/4 ST BLOCK A LE LOCATION OF EXIT SIGN ON PLANS a ALL EXIT )}'A_YS„91ALL BE ILLU /NA7ED PER CHAPTER 43 OF THE UNMR1, BUILDING �cp�(y A y 9. oroNE01 CANDLE ATFLFLOO LEVEL (NILE 24 AND UBC 1994 GOMM 10. Da • c /{l F7RE/L/FE SYSTEM AS REQUIRED BY 11. COMPLY WITH INDOOR STORAGE OF COMBUS77BLE MATERIALS 12 AISLES LEADING TO REQUIRED CpRRIDORS AND EXITS SHALL HAVE A MINIMUM )41D7H OF 44 . 13. PROVIDE OCCUPANT LOAD SIGNS PER FIRE MARSHAL AND UBC 1994 EDI77ON. 14. POST THIS DOOR 70 REMAIN N OC ABOVE GBUS/ HRS ". 16. A RE- INSPECTION FEE of X27.00 WILL BE CHARGED F2TR A INSPECTION RI-IDH Is CALLED W1711OUT PROVIDING ACCESS PLANS OR IF 7HE JOB IS NOT READY. 16. THE MAXIMUM 7RAVEL DISTANCE IN FEET SHALL NOT EXCEED 160 FEET, AUTOMATIFEET PR SPRINKLER SYSTEM THROUGHOUT Studs (2x6) Studs (2x4) Top & Bottom Plates Plates Joist & Rafters Beams (4x10) (442) (642) (Cu -toms) Cont. Mem. oiloom Mk PlywoodL. Floor: Hem/Fr stud Hem/Fk stud H4�r#2 2x6 Hem/F1r /2 (242) Hem/17r /2 (2x8) Doug Fir/Larch /2 Doug Fir/Lath /2 Doug Ar/Larch /1 24F-V4 DF/DF 2400/1100 24F-V8 DF/DF 2400/2400 2900 2600 3/4 CDX 24/0 Span rated structural II 3/4" CDX 48/24 Span rated structural N Root 1/2' CDX 32/16 Sy on rated structural It 3. Lumbenload bearing dimension elumber rfor framinigp2members and „6tnrcturrd.panels {� Shall confform to Q .yDOCPS2 0 CCEA et05A 68021] P V' El.p FOR 4. Structural Steel: l a Structural steel shall be AST/ A36, Fy = 36 KS Pipe shall beAS7MA63, Fy =36 KS Wood connection bolts shall be AS1A1 A -307 Anchor balls shall be AST A -307 " Wedding electrodes shall be E70XX Design, fabrication and erection shall be kr accordance With 8th edition of the "RISC Specification for the Design, F and Erection of Structural Steel for Bah/lags.' Odin. conform to the AWS D1 -1 Structurol din shall be performed by Washtnptan Association of BuA'dfn Officials ABO and A b. d a f. g. CODE COMPLIANCE API; FTR 18 cu i1 g (W ) Ws e lion shall dhg certified Welders. City al Tukwila Miscellaneous steel hangers to be Sknpson or approved equal OILDIIG Nap all holes With naffs as spec/fed by manufacturer un!e shown otherwise an droW/ngx Expansion bolts Into concrete be Hilt! '/KWIk Bolts -II" (Manufactured and installed per ICC or approved equal. Anchor bolts into concrete shall '' be A307.Mkitinom embedment for belts in concrete shall be per !RC 24. THE NOSING SHALL NOT PROJECT MORE THAN 1 -1/2" PAST 7HE FACE OF 7HE RISER BELOW. 25. ARRANGE ALL THE TESTING AND INS- PECTIONS REQUIRED BY THE PROJECT DOCUMENTS, LOCAL BUILDING DEPARTMENT, GRADING DEPARTMENT, HEALTH DEPARTMENT, AND OTHER AGENCIES HAVE JURISDICTIONS OVER THE PROJECT. 26. PRODUCTS SPECIFIED ON 7HE PROJECT C0N7RACT DOCUMENTS BY MANUFACTURERS NAME OR 07HE7R DESIGNATION ARE A PROJECT REQUIREMENT, UNLESS SPECIFICALLY NOTED OTHERWISE SUBS717U770NS ARE PERMITTED ONLY WITH PRIOR WR/T7EN APPROVAL OF THE ARCHITECT AND OWNER. SELECTION OF PRO- DUCTS WHCH COMPLY WITH REQUIREMENTS INCLUDING APPUCABLE STANDARDS IS CON- TRACTOR'S OPTION WHERE NO PRODUCT NAMES ARE INDICATED BY OWNER OR C0N7RACT DO- CUMENTS. 2Z. WHERE CONTRUCnON DOCUMENTS CON- FLICT 01771 CODES THE MORE STRINGENT SHALL APPLY. 28. NO CHANCES ARE 70 BE MADE ON THESE PLANS WITHOUT 714E KNOWLEDGE OR CONSENT OF THE ARCHITECT WHO PREPARED THESE DOCUMENTS 11 ELECTRICAL 1. ALL WIRING SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODES ORDINANCES. 2. CONVENIENCE OUTLETS IN BATHROOMS AND OUTDOORS SHALL BE GF7 PROTECTED. • ELECTRICAL SYSTEM GROUND TO BE PROVIDED PER NEC. 4. SEE ELECTRICAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 12 MECHANICAL 02 .GENERAL .REQUIREMENTS„ , 08 MISCELLANEOUS PROVISIONS 1. ALL HEA77NG, VENTILATING, AND COOLING SYSTEMS AND APPLIANCES SHALL COMPLY WITH 7HE UNIFORM MECHANICAL CODE. 2. SEE MECHANICAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 10 09ND00, FALL SYSTEM 1. IT IS THE SOLE RESPONSIBILITY OF 7HE WINDOW WALL SUPPLIER 70 DESIGN FURNISH AND INSTALL THE ENTIRE WINDOW WALL ASSEMBLY INCLUDING BUT NOT LI- MI7FD TO ARCHITECTURAL ENTABLATURES, MULLIONS BEAMS, FASTENERS, ATTACH- MENTS GLASS PARTS WATER 77GHT JOINTS TOGETHER W711 ADEQUATE BRACES AND ANCHORAGES TO THE BUILDING STRUCTURE SUCH DESIGN SHALL BE ACCORDANCE WITH UNIFORM BUILDING CODE AND SHALL BE PERFORMED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER. SPECIAL ATTEN- TION SHALL BE GIVEN 70 BOTH P0SI7I1/E AND NEGATIVE WIND PRESSURES AS WELL AS STORY DRIFT REQUIREMENTS BASED ON 00051, OR PER CHAPTER 64 WHICHEVER IS GREATER PROVISIONS SHALL BE MADE 70 SUPPORT LOADS INTRODUCED BY 7HE WINDOW WASHING PLATFORM. 771E WINDOW WALL SUPPLIERS SHALL OBTAIN A WRITTEN APPROVAL FROM THE LOCAL BUILDING DEPARTMENT PRIOR TO FABRICATIONS. 2. DESIGN, MATERIALS AND COLORS OF CURTAIN WALL TO BE RENEWED BY ARCHI- TECT AND OWNER FOR APPROVAL. MATERIAL 1. Concrete: 2600 psf 0 28 days 2 Relnforchg Bar. ASTM A615 Grade 40 all reinforcement shall conform to AS7M A615- 82(S1). (See below for Welded rebar.) Shall be grade 40 (Fy = 40,000 psi; Fs = 24000 psi). All bars unless otherwise noted lap continuous reinforcing bars In concrete as Indicated below, 1' -7" minimum unless noted otherwise Comer bars (1.-t bend) Wffl be provided for all horizontal reinforcement. Detail steel In accordance W/ththe AO Manual of Standard Practice of Detailing Reinforced Concrete Structure& Welded Wire fabric to conform to AS7M A -82 and A -186 3 MInknum requhement for foundations shall be per Table No.R403.1.1 4. Mkhknum foundation Wall and foundation siii anchorage requirement shall a Individual concrete footings under bearing Walls of pier post and beam systems and concentrated loads, shall have a minimum 8 Inch edge thickness, designed per Sea R319.1 16. Individual concrete pier footings shall project a minimum of 8 Inches above exposed ground unless the columns or posts Which they support are of approved Wood of natural resistance to decay or treated Wood. Sec. R319.1 EL Framing: All lumber, plywood, particleboard, structural glued - laminated tknber, end- jokited lumber, fiberboard sheeting (When used structurally), hardboard siding (When used structurally), piles and poles regulated by this chapter shall conform to the applicable standards or grading rules specified In the /RC and shall be so Identified by the grade mark or a certificate of Inspection Issued by an approved agency Al lumber, timber, plywood, and poles requked to be Treated Wbod under Sea R3191 shall be Identified by the quality mark of an appro ved Inspection agency Which maintains contknued supervision, testing, and Inspection over the quality of the product. 1. Frame naffing to be bn compliance With R6023 (1) .2 $bod members entering masonry or concrete requires one -half inch net ak ace on top, sides and end Sea R319.1 3 Jots under and parallel to bearing partitions shall be adequate to support the load. Sec R5023 • Soiled blocking over bearing partitions, Walls, and beams. Sea R5027 a The b/ockkhg and draft stopping shall be hstoled to cut off all concealed draft openings (vertical and horizontal). Sec R302.11 6. Columns and posts to be framed to true end bearing adequately anchored at top and bottom With o posttiw direct connection to assure against uplift and lateral displacement. Sea 2314. Post to bean connection: Where post and bean or gkder construction Is used a positive connection shall be provided to ensure against uplift and lateral dlsp/acement(IRC R407.3) 7. Structural subfloorkhg, plank flooring and combkned subfioor a pynderlayment floor systems shall comply With SeaR50231(2) od stud Wall framkrg for size; height, and spacing per Sea R6023 and Table No. R6023(5) 08 MISCELLANEOUS PROVISIONS 1. ALL EXITS ARE 70 BE OPERABLE FROM INSIDE WITHOUT THE USE OP A KEY OR SPECIAL KNOWLEDGE. 2 ALL DOORS FOR EGRESS SHALL CONFORM TO THE WIDTH, SWING AND HARDWARE PROVISIONS IN UBC. SECTION 3304. 3. LANDINGS SHALL BE MORE THAN 1/2" BELOW 7HE THRESHOLD MEASURED AT EACH SIDE OF AN EXIT DOOR. 4. ALL INTERIOR HOLLOW METAL DOOR AND 12001? FRAMES TO BE PAINTED TO MATCH ADJACENT WALL FNMSH 5. ALL EXTERIOR HOLLOW METAL DOOR AND DOOR FRAMES 727 BE PAINTED 70 BE PAINTED 70 MATCH ADJACENT PLASTER RNISH. 6. ALL EXTEJRIOR ALUMINUM DOOR FRAMES 70 BE PAINTED WHITE (FACTORY PAINT). 1. ALL •WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH PROVISIONS OF 7HE BUILD - INO'CODE AND WITH 07HER RULES REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF 711E BUILDING. BUILDING CODE REQUIREMENTS TAKE PRECEDENCE OVER 771E DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH 70 INSTALL HIS WORK IN CONFORMANCE WITH 7HE CODE AND TO BRING 7O THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND TIME DRAWINGS 2. BEFORE STARTING CONSTRUCTION, THE CONTRACTORS SHALL RENEW AND VERIFY ALL DRAWINGS, DIMENSIONS AND CONDITIONS AT THE JOB SITE DISCREPANCIES IN THE DRAWING OR BETWEEN 7HE DRAWINGS AND ACTUAL FIELD C0NDI77ONS SHALL BE REPORTED 70 THE ARCHITECT BEFORE CONS- TRUCTION IS BEGUN. 3. SHOULD THE CONTRACTOR FIND ANY 07HER DISCREPANCIES OR QUESTIONS IN 711E CONSTRUCTION DOCUMENTS, HE SHOULD NOTIFY 711E ARCHITECT IMMEDIATELY. 4. EACH CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED BY LEGAL AU7NORfTTES BEFORE PROCEEDING 017H THEIR PROSPECTIVE INSTALLATION. HE SHALL ALSO ARRANGE AND PAY FOR ALL INSPECTIONS AND EXAMINATIONS REQUIRED BY THOSE AUTHORITIES. (UNLESS AGREEMENT )41771 OWNER STATES OTHERWISE) 6. 711E CONTRACT DRAWINGS AND SPECIF7CA- DONS REPRESENT THE FINISHED S7RUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT IN- DlCA7E THE METHOD OF CONTRUCTION. 774E CONTRACTOR SHALL SUPERVISE AND DIRECT 774E WORK AND HE SHALL BE SOLELY RESPON- SIBLE FOR ALL CONSTRUCTION MEANS METHODS TECHNIQUES SEQUENCES AND PROCEDURES. OBSERVATION VISIT TO THE SITE BY FIELD REPRESENTATIVE OF THE ARCHITECT SHALL NOT INCLUDE INSPECTIONS OF 711E PROTECTIVE MEASURES 01 THE CONSTRUCTION PROCEDURES REQUIRED MR SAME ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT DURING CONS- TRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SER- VICES WHICH ARE FURNISHED BY 07HERS THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT, WHETHER OF MATERIAL 01? WORK AND WHETHER PERFORMED PRIOR TO DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHE!NNG CONFORMANCE WITH CONTRACT DRAWINGS AND SPECIFICATIONS BUT THEY DO NOT GUARANTEE CONTRACTORS PERFOR- MANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 6. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK 01 ON RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE 70 WORK AND 711E PUBLIC IS PROTEC- 7ED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WIN THE OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPT. OF LABOR, AND WIN THE STATE OF CALIFORNIA DEPT. OF INDUSTRIAL RE- LATIONS' "CONSTRUCTION SAFETY ORDERS' 7. 7HE ARCHITECT SHALL NOT BE RESPON- BLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPUANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH REGU- LATION" OF THE U.S DEPT. OF LABOR OR WITH THE STA7E OF CALIFORNIA DEPT OF LABOR. 8. RENEW OF SHOP DRAWINGS BY ARCHI- TECT SHALL NOT BE CONSTRUED AS ACCEPT- ING RESPONSIBILITY FOR SAFE CONSTRUCTION PRACTICES 9. CONSTRUCTION SAFETY: PROTECTION FENCES SHALL BE CONSTRUCTED AND MAINTAINED CONFORMING 70 7HE REQUIREMENTS OF 771E UBC. 10. 7HE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING 7HE COURSE OF CONSTRUCTION OF 711E PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77NUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 7HE OWNER AND THE ARCHITECT HARM- LESS FROM ANY AND ALL LIABILITY, REAL 01? ALLEDGED, IN C0NNECT70N WITH PER- FORMANCE OF WORK ON THIS PROJECT 11. INDICATED DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS DO NOT SCALE DRAWINGS 12. USE ONLY DRAWINGS STAMPED "APPROVED FOR CONTRUCTION. 13. j- DETAIL NUMBER DENOTES DETAILS AT LOCATION SHOWN AND AT ALL LIKE CONDITIONS DENOTES SHEET NUMBER. 14. 7HE TYPICAL NOTES AND DETAILS SHALL APPLY IN ALL CASES UNLESS SPECIFIC DETAILS OCCUR ELSEWHERE WHERE NO DETAIL IS SHOWN, C0N7RUC70N SHALL BE AS FOR SIMILAR WORK. 15. 711E CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENTS AS TO WEIGHTS AND EXACT LOCATIONS WTIH STRUCTURAL SUPPORTS IN THE EVENT THAT THE PURCHASED EQUIPMENT DEVIATES IN WEIGHT AND LOCATION FROM 71105E INDICATED ON PLANS, THE STRUCTURAL MUST BE NOTI- FIED AND HIS APPROVAL OBTAINED PRIOR TO INSTALLA770N. 16. ALL ASTAI DESIGNATIONS SHALL BE AMENDED 70 DATE UNLESS 07HERWSE NOTED: 1Z REQUIRED INSPECTIONS BY INDEPENDENT APPROVED INSPEC770N AGENCIES. -- -SOIL SCARIFICATION, FILL AND COMPACTION: SOIL ENGINEER. FOUNDATION EXCAVATION: SOIL ENGINEER _CONCRETE: PER UBC _STRUCTURAL STEEL WELDING. SHOP - (CONTIN000S OR LICENSED FABRICATOR) _FIELD: (CONTINUOUS INSPECTION) _HIGH STRENGTH B0L77NG: FIELD o._ALL INDEPENDENT INSPECTORS SHALL BE CERTIFIED REGISTERED DEPUTY BUILDING INSPECTORS WHERE REQUIRED BY GOVERNING AGENCY. b._CONTRACTOR SHALL KNOW AND COMPLY WITH REOUIREMEN7S OF GOVERNING AGENCY BY INFORMING BUILDING DEPARTMENT WHEN THEIR REQUIRED INSPECTIONS ARE 70 TAKE PLACE. 18 APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE 70 COMPLY Will PLANS SPEC!F7CA770NS AND CODES. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHI- TECT FOR INTERPRETATION OR CLAR /F7CA- 770NS 19. STAIRWAYS AND LANDINGS ARE 70 HAVE A MAXIMUM 7 INCHES RISE A MINIMUM 11 INCHES RUN AND A MINIMUM 7 -0" HEAD- ROOM. PROVIDE HANDRAIL 34 INCHES TO 38 INCHES ABOVE STAIR NOSING, EXTENDING 6 INCHES BEYOND BOTTOM AND TOP RISERS. 20. CONTRACTOR SHALL CONSULT WIN REPRESENTATIVE OF WATER, ELECTRIC, GAS TELEPHONE AND 7ELEVISI0N COMPANIES TO VERIFY AVAILABLE FACU7ES. 21. 7HE HANDGR/P PORTION OF HANDRAILS SHALL NOT 8 LESS THAN 1 -1/4" NOR MORE THAN 1- 1/2 "1N CROSS SECTIONAL DIMEN- SION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. THE HAND - GRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS ANY WALL OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 ". 22. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1 -1/2" BETWEEN WALL AND THE HANDRAIL. HANDRAILS MAY BE L0CA7ED IN A RECESS IF THE RECESS IS A MAXIMUM OF 3" DEEP AND EXTENDS AT LEAST 18" ABOVE THE TOP OF THE RAIL. 23. ALL TREAD SURFACES SHALL BE SUP - RESISTANT. TREADS SHALL HAW SM0O7H, ROUNDED, OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). . EXIT INDICATES EXIT SIGN. 2 INSPECTION IS REQUIRED FOR ALL EXTERIOR 1N -PLACE LATH AND INTERIOR GYP BOARD BEFORE ANY PLASTERING IS APPLIED OR ANY JOINTS AND FASTENERS HAVE BEEN TAPED AND FINISHED. 3. THE LONG DIMENSION OF CEILING GYPSUM 9OARD SHEETS SHALL BE PERPEN- DICULAR TO FRAMING MEMBERS WHOSE SPA- CING EXCEEDS 16" O.C. (24" O.C. MAX.). 4. FLASH ALL NEW EXTERIOR OPENINGS WITH MAXIMUM 6" SISALCRAFT. 5. DOORS SHALL OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRES- HOLD. 6. ALL IN7ER!OR FINISH MATERIALS APPLIED TO WALL AND CDUNGS SHALL BE 7ESTED AS SPECFED IN SECTION 802. 7. THE FLAME SPREAD RATING OF PANELING MATERIALS ON 7HE WALLS OF 7HE CORRIDOR, LOBBY AND DOT ENCLOSURE MUST BE CLASS a ALL EXTERIOR ELEVATION CHANGES AND INTERIOR ELEVATION CHANGES OF 12" OR MORE ALONG THE PATH OF EXIT TRAVEL SHALL BE MADE BY STEPS STAIRS 01? STAIRWAYS CONFORMING WITH THE REQUIREMENTS OF SECTION 10013.3.3 OR RAMPS CONFORMING W17H THE REQUIREMENTS OFF SECTION 10033.3.4 9. INTERIOR ELEVATION CHANGES OF 12" ALONG T'E PATH OF EXIT TRAVEL SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE RAMPS CONFORMING WITH THE REQUIREMENTS OF SECTION 1003.3.34 10. 7HE PATH OF EXIT 7RAVEL 70 AND WITHIN EXITS IN IRIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO 771E REQU /REWENTS OF SECTION 1003.2.8. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY D!REC77011 OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY 70 CLEARLY INDICATE 7HE DIRECTION OF EGRESS 7RAVEL NO POINT SHALL BE MORE THAN 100'-0' FROM THE NEAREST VISIBLE .5101(1oo3262) 11. EXIT SONS SKULL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE T SHALL HAVE AN INTENSITY OF NOT LESS THAV 5 FOOT CANDLES(64 Ix) FROM EITHER OF 1'W0 ELECTRICAL LAMPS INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR PURPOSE.(10032 8.4) 12 THE DOT SIGNS SMALL ALSO BE CONNECTED TO AN EMRGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES ,UNIT EQUIPMENT 01 AN OV- SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THEELECIR/CAL CODE 13 7HE POWER SUPPLY FOR MEANS OF EGRESS ILLUM/NA77W SHALL NORMALLY BE PROVIDED BY 771E PREMISES OF ELECTRICAL SUPPLY. IN 7HE EVENT OF 115 FAILURE NLUONATOR SHALL BE AU7OMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR GROUP 1, DIWSIONS 1.1 AND 1.2 OCCUPANCIES AND FOR ALL OTHER OCCUPANCIES WHERE THE MEANS OF EGRESS SYSTEM SERVES AN OCCUPANT LOAD OF 100 OR MORE. (1003.2.9.2) 14. ALL DOT DOORS SERVING AN OCCUPANT LOAD OF 10 OR MORE ALONG THE PATH OF DOT 1RAVEL ANYWHERE IN A MEANS OF EGRESS SYSTEM SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 1003.3.1 A. SUDNG DOORS SHALL BE NOT USED AS REQUIRED EXIT DOORS .( 10033.1) R DOT DOORS SHALL BE OF DIE PINT& BALANCED OR SIDE -HINGED SWINGING TYPE.(1003.3.1.5) 15. FLOORS OR LANDINGS ARE REQUIRED ON EACH SIDE OF AN EXIT DOOR. THE LANDING SHALL HAVE A LENGTH OF NOT LESS THAN 6'-0" EXCEPT WHEN OPENING INTO 7HE STAIRS OF A SMOKE PROOF ENCLOSURE. THE FLOOR Of? LANDING SHALL NOT BE MORE MAN 1/2" LOWER THAN 771E THRESHOLD OF THE DOOR.(1004.9) 13 PLUMBING 06 SHEET METAL 1. ALL PLUMBING SHALL COMPLY WITH THE UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE AND LOCAL CODES AND ORDINANCES. 2. VENT WATER HEATERS TO OUTSIDE AIR. 3. GAS FIRED WATER HEATED WITH NON- RIGID CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT (PC 1307,T-13-1, 1309, 1310C, 1311). 4. HOSE BIBS SHALL HAVE APPROVED BACKFLOW PREVEN770N DEVICES (UPS, SECTION 1003). 6. SEE PLUMBING DRAWINGS FOR SPECIFIC REQUIREMENTS 14 ROOFING 1. CONTRACTOR TO REPAIR AS REQUIRED ALL. ROOFING WHICH IS DISTURBED, PENETRATED, OR REMOVED AS A RESULT OF WORK PERFORMED IN CONJIUNCnON WITH THIS TENANT IMPROVEMENT. 1. 7HE CONTRACTOR SHALL FABRICATE AND INSTALL ALL SHEET METAL REQUIRED FOR A WATERTIGHT JOB. THIS SHALL INCLUDE BUT NOT BE LIMITED 70 THE FOLLOWING: 2" BAR FLASHINGS, DUCTS FROM FANS AND VENTS, WALL AND PARAPET COPINGS, VALLEY FLASHINGS, AND F0UNDA770N WEEP SCREEDS. 2. 7HE SHEET METAL USED FOR WALL AND PARAPET COPINGS SHALL BE A MINIMUM OF 24 GA., PRIME COATED GALVANIZED IRON. ALL OTHER SHEET METAL SHALL BE A MIN. OF 26 GA., PRIME COATED, GALVANIZED IRON. 3 A CORROSION RESISTANT WEEP SCREED WHICH WILL ALLOW 7RAPPED WATER TO DRAIN TO THE EXTERIOR OF 774E BUILDING LS REQUIRED AT OR BELOW THE STUCCO AT 7HE FOUNDATION PLATE LINE A MINIMUM OF 4 INCHES ABOVE GRADE. (4706 -E) 4. PROVIDE 26 GA ROOF JACK AT ALL ROOF PENETRATIONS. ALL JOINTS SOLDERED; NO CAULKING. 5. GALVANIZED SHEET METAL (28 GAUGE MIN.) ROOF VALLEY FLASHING IS REQUIRED. (3202 -05) 07 SECURITY 05 GLASS & GLAZING 1. MANUALLY OPERATED EDGE OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BATS ARE PRRoHIB1TED. WHEN DOT DOORS ARE USED IN PAIRS AND APPROVED AUTO4IATIC FLUSH BOLTS ARE USED, THE 0004 LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB OR SURFACE- MOUNTED HARDWARE THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERA7TON. 2 A SINGLE SWINGING DOOM THE ACTIVE LEAF OF A PAIR OF DOORS AND THE 80T7041 LEAF OF DUTCH D004 SHALL BE EQUIPPED *YHA DEADBOLT AND LA MM A. LATCHING DEVICE SHALL HAVE DEAD LATCH IF MECHANISM HAS A KEY LOCKING FEATURE. B. DEAD BOLTS OF LOCKS WH /CH AUTOMATICALLY ACTIVATE TWO OR MORE DEAD BOLTS SHALL EMBED AT LEAST 1/2", BUT NEED NOT EXCEED 3/4" INTO THE HOLDING DEVICES RECEIWNG THE PROJECTED BOLTS 3 SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND HAVE F040ED -ENTRY RESISTANCE LABEL PER SECR NV 6706. SLIDING GLASS DOORS USED FOR EMERGENCY EXITING PER SECTION 310.4 04 DOT REQUIRED BY SECTION 1003 SHALL BE (*ENABLE FR01/ THE INSIDE WITHOUT THE USE OF A KEY, 700L OR EXCESSIVE F0RCE(6710) 4. METAL AND SWING DOORS SHALL BE SECURED DEADBOLT LOCK, $1711 0 ED .57711 SHACKLE LW PADLOCK LOCKED BY ELEC7RJC POWER OPERATION. OEN DOOR WIDTH EXCEEDS 9.-0", B0714 JAMBS SHALL BE SECURED BY LOCKING DEVICE OR RESTRAINED BY GU/DE.(6711) 5. WINDOW (LIGHTS) WITHIN 40" OF A REQUIRED LOCKING DEVICE dV A DOOR WHEN IN TIE CLOSED AND LOCKED POSITION AND OPENABLE PROM THE INSIDE *1110JT 77E EISW OF A KEY, SHALL BE FULLY 7EMPERED GYASS LAMINAE) CLASS OF AT LEAST 1/4' THICIOVESS APP'ROV'ED BURGLARY - RESISTANT MATERIAL, OR GUARDED BY METAL BARS SCREENS OR Gnus IN AN APPROVED MANNER.(6714) 6 Ua/TS WIn1 A LEAST DIMENs/oN (NEMER THAN 6' BUT LESS THAN 48" IN GROUPS B,F,M AND S OOI:UPANCES SHALL BE FULLY TEMPERED CLASS LAMINATED GLASS OF AT LEAST 1/4" THICKNESS APPROVED BURGLARY-RESISTANT MATERIAL, 04 GUARDED BY METAL BARS SCREENS 0R GRiLLE5 IN AN APPROVED MANNER.(6 7. LCCONG DEWCES 714) INSTALLED ON 01000 PROVIDING THE EMERGENCY EGRESS REOUtRED BY SECTION 310.4 SMALL BE RELEASABLE FROM 711E INSIDE WInHOUT TIE USE OF A KEY, TJOL OR EXCESSIVE F04CE(671a1) 6 HATCHWAY AND SCUTTLES SHALL BE SECURED FROM THE INSIDE )0771 A S7fDE BAR, SLIDE BOLT,, AND /0R PADLOCK WITH A HARDENED STEEL SHACKLED(6717.2) 1. GLAZING IN DOORS AND FIXED GLAZED PANELS OF MORE THAN NINE SQUARE FEET HAVE A MINIMUM CATEGORY CLASSIFICATION OF 11 PER UBC. 2. GLAZING INDOORS AND FIXED GLAZED PANELS OF NINE SQUARE FEET 01? LESS HAW A MINIMUM CATEGORY CLASSIFICATION OF I UBC. 3. GLAZING IN ENCLOSURES FOR SHOWERS SHALL HAVE A MINIMUM CATEGORY CLASSIFICATION OF 11 PER UBC. 4. ALL GLASS SHOWER ENCLOSURE PANELS MUST BE 3/16; FULLY TEMPERED. 5. GLASS DOOR, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18 INCHES OF THE ADJACENT FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD. 5406 (D) 6. GLAZED OPENINGS WHOSE NEAREST VER- 71CAL EDGE IS WITHIN 12 INCHES OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE 7HE WALKING SURFACE SHALL BE FULLY TEMPERED. 7. ALL GLASS OVER 6 SQUARE FEET IN AREA WHERE WITHIN 18" OF ADJACENT WALKING SURFACES AND ALL GLASS SUBJECT TO IMPACT HAZARD TO BE 3/16" MINIMUM ma( FULLY TEMPERED & EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATONS SHALL BE 1DEN77FED BY A PERMANENT LABEL THAT SPECIFIES THE LABEZBP, AND STATES THAT SAFETY GLAZING MATERIAL HAS BEEN UTILIZED IN SUCH INSTALLATIONS A. GLAZING IN INGRESS AND EGRESS DOORS Q GLAZING IN AXED AND SLIDING PANELS OF SUDNG DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS OTHER THAN WARDROBE DOORS C GLAZING IN STORM DOORS D. GLAZING IN ALL UNFRAMED DOORS E GLAZING IN DOORS AND ENCLOSURE FOR SAUNAS F. GLAZING 111 AXED OPERABLE PANELS ADJACENT 70 A DOOR WHERE TIE NEAREST E7WOSED EDGES OF THE GLAZING Is WHIN 24 INCHES ARC OF OF END? VERTICAL EDGE OF THE DOOR 111 CLOSED po971aV AND WfuE TIE Bon a/ EXPOSED EDGE OF THE GLLA.VNG Is LESS THAN 60' ABOVE 7HE WALKING SURFACE. G GLAZING IN AN INDIVIDUAL AXED OR OPERABLE PANEL, 07HER MAN DESCRIBED /N ITEMS E AND F, THAT MEET ALL OF 111E FOLLOWING CONDITIONS 1. EXPOSED AREA or AN NIxVIDUAL PANE GREATER THAN 9 SQUARE FEET. 2 EX7'OsED BO77041 EDGE LESS THAN 18" ABOV£ 7HE FLOOR. p10 33 9. 0U751DE PiN -TYPE HINGES SHALL BE PROVIDED WI]N NLNREMOVABLE PINS OR A MEANS BY WHICH 7HE DOOR CANNOT BE OPENED 774R00O71 REMOVABLE OF HINGE PINS WHILE THE DOOR IS IN CLOSED POSITYON.(6717.3) 10. A SECURITY OPENING IS DEFINED AS ANY OPENING IN A WALL. PARTITION OR ROOF WIHEN SUCH OPENING OCCURS IN ANY OF THE FOLLOWING LOCATIONS IN AN EXTEREOR WALL AND LESS THAN 16' ABOVE 7HE GRADE OF ANY ADJOINING YARD, COURT, PASSAGEWAY, PUBLIC WAY, WALK, BREEZEWAY, PA710, PLANTER, PORCH, OR SIMILAR AREA, IN AN EX77RIOR WALL AND LESS. THAN 16' ABOVE 771E SURFACE OF ANY ADJOINING ROOF, BALCONY, LANDING, STAIR- TREAD, PLATFORMM, OR SIMILAR S7RUCTURE $HEN THAT SURFACE IS ACCESSIBLE 70 THE PUBLIC OR ANOTHER TENANT OR OHM ANY PORTION OF SUCH SURFACE IS ITSELF LESS THAN 16' ABOVE AN ACCESSIBLE GRADE IN THE ENCLOSING PARTITIONS OF A DWELLING UNIT, PRIVATE GARAGES` GUEs7ROO(, OR SINGLE TENANT NON- RESIDENTIAL AREA. IN A R0OF WHEN SUCH ROOF IS LESS NAN 16' ABOVE AN ACCESSIBLE GRADE 01 SURFACE ACCESSIBLE BY ANOTHER TENANT 01? 771E PUBUG 11. PROVIDE DETAILS AND SPEC/FICA- 77011S FOR ALL SWINGING DOORS IN SECURITY OPENINGS IN ACCORDANCE WITH THE FOCLOWNG REQUIREMENTS 0. GLAZED OPENINGS WITHIN 40" OF 7HE D001? LOCK WHEN 7HE 0008 IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED BASS OR APPROVED BURGLA- RY RESISTANT MATERIAL OR SHALL BE PROTECTED BY METAL BARS SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2 ". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EX- CEED 2" IN 774E7R GREATEST DIMEN- S IONS 91.6720 b. DOOR STOPS OF IN- SWINGING DOORS SHALL BE OF ONE -PIECE CONSTRUCT- ION 017N THE JAMB OR JOINED BY RABBET 70 771E JAMB. c. ALL P/N -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE 714E SECU- RED AREA WHEN 7HE DOOR IS CLOSED SHALL HAVE NON - REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE MINI- MUM 1/4" DIAMETER STEEL JAMB S7UD Wm 1/4" MINIMUM PROTECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF 7HE HINGE PINS ARE REMOVED. d. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PRO- JECTING DEADBOLTS IN WOOD CONS - 7RUCT70N SHALL BE SECURED 7O 7HE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS 774AN 2 1/2' IN LENGTH. e. SPECIFY DEADBOLTS WITH HARD- ENED INSERTS DEADLOCKING LATCH KEY - OPERATED LOCKS ON EXTERIOR: LOCKS 0PENABLE WITHOUT KEY, SPE- CIAL KNOWLEDGE OR SPECIAL EFFORT ON INTERIOR; AND TYPE THROW, AND EMBEDMENT OF DEADBOLTS FOR SINGLE SWINGING DOOR, ACTIVE LEAF OR PAIRS OF DOORS 01? BOTTOM LEAF OF DUTCH DOOR. f. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EM BEDME7NT OF NOT LESS THAN 5/8 ". 91.6711 (B) g. A HOOK - SHAPED OR AND EXPANDING- LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4 ". 91.6711(8) h. CYLINDER GUARDS SHALL BE INS- TALLED ON ALL CYUNDER LOGICS WHEN- EVER THE CYLINDER PROJECTS BEYOND 7HE FACE OF 711E 0008 OR IS 0714ER- WISE ACCESSIBLE 70 GRIPPING TOOLS. 91.6711 (F) I. SHOW MEANS OF SECURING INACTIVE LEAF OF DOUBLE DOOR AND UPPER LEAF OF DUTCH DOOR. 91.6711 (C) 12. PROVIDE DETAILS AND SPECIFICATTONS FOR THE PROTECTION OF SECURITY OPENINGS OTHER THAN DOORS AND GLAZED OPENINGS PER 91.6723. 13. EXIT DOORS SHALL BE 0PE7NABLE FROM THE INSIDE WITHOUT 774E USE OF A KEY, SPECIAL KNOWLEDGE; 01? EFFORT. 14. EXIT DOOR SHALL HAVE A SIGN "7H'S 0008 70 REMAIN UNLOCKED DURING BUSI- NESS HOURS ". 1a FLASH AND COUN7ERFL4SH AT ALL ROOF 70 WALL CONDITIONS AROUND ALL CHIMNEYS AND AROUND ALL VENTS 16. al. FLASH AND CAULK WOOD BEAMS AND OU7L0OKERS PROJECTING FROM EXTERIOR WALL OR ROOF SURFACE" 17. THE CENTER OF ALL FLASHING rot? VENT PIPES HEATER PIPES ELECTRICAL SERVICE CONNECTIONS ETC., SHALL BE NOT LESS 7HAN 12" FROM THE CENTER OF ANY VALLEY. 3 ECEIVED JAN 25 2011 .:r T ArchStudio "Y.SHADYRYA" GENERAL NOTES 11/29/2010 INCIDENTAL 10'X10' WIELDING AREA DISTANCE 265' EXIT PATH STORAGE / / / / / / / / / / / / /// / / / / / / / / / / / / / / ,_ / / / / / / / / / / / / / / NEW LOCKED STORAGE AREA 132 / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// / / / / / / / / / / / / / / 1. roper sign age or usage 2 Posted house keeping requirements and schedule 3. Proper storage of gas cylinders and welding supply and equipment 4. Properly located fire extinguishers. 5. Proper electrical circuits and wiring 6. Proper shields and protection for combustible material or area built out of non - combustible materials, 7 Post proper use of equipment and safety requirements 8. All other requirements not listed here as 9. Welding area not used frequently for incidental inor wielding UNHEATED 24'-3 1/7 / NOTES ,REMOVABLE PARTITIONS / / / NEW OFFICE AREA (80700sgF) E -9X12 POST IN VW ''VERIFY RACKS BY OTHER 3 2x4 POST 2X4WALL 2X6WALL -' i i H ceiling -9: 5" ' PROPOSES OFFICE -1 .Q000PANCYLOAD =4 TP9' 5" (3)2x04 POST // / / / / / / / / / / / / / / RACKS BY OTHER 3 / / STORAGE' / / REMOVABLE PAR TIO'VS A08 r 10 0" ./ 8' CHAINE FENCE / / / / / Y / / / / / / / / / / / / / X / ✓ / / 1 / v DISTANCE .92' EXIT PATH STORAGE OCCUPANCY LOAD E4E\TROOM V 0 E- RESTROO DISTANCE 104' EXIT PATH OCCUPANCY LOAD =7 HE EXIT PATH SHALL HAVE EMERGENCY JGHTING THAT MEETS THE FOOT CANDLE AND OTHER REQUIREMENTS AS SPECIFIED BY SEC11ON 1006.4 OF THE IBC EXISTING OFFICE AREA(1046.00sq 8' CHAINE FENCE 13'-9 3/4 "r REVIEWED FOR CODE COIVIPLIANCE. P, aov AN 18 rail �..■ ... �tnl/1 P1 tit EXISTING GATE OVER HEAR DOOR EXISTING GA 1E OVER HEAR DOOR OVER HEAR D00 OVER H 000 MMOMMIMEW MOOMMOMMOW MIIMMOMMEMM mttt.OMMIIM. uttttt■tttttt■i ( PROVIDE EXTE' LIGHTING AT T OUTSIDE OF r DOOR WITH iz EMERGENCY BA ll POWER A PLANS SHOULD BE RENEWED BY ALL SUBCONTRACTORS PRIOR TO CONSTRUCTION. IF DISCREPANCIES OWNER /CONTRACTOR. PLATE HEIGHT TO MATCH EXISTING THIS FLOOR UNLESS NOTED OTHERWISE. CEILING HEIGHT CALL -OUT ABOVE ROOM NAME IS FROM TOP OF FINISH FLOOR TO UNDERSIDE OF FINISH CEILING. TOP OF WINDOW R.O. HEIGHT TOMATCH EXISTING THIS FLOOR UNO, SEE ROOF FRAMING PLAN FOR WINDOW /DOOR HEADER SIZES ALL EXTERIOR WALLS TO BE FRAMED WITH 2X6 H.F. (STUD GRADE OR BETTER) PROVIDE R -21 BATT INSULATION MINIMUM, UNO. ALL FRAME NAILING TO COMPLY WITH TABLE R6023(1), 2006 /.R, C. BLOCK ALL APA RATED SHEATHING EDGES AND NAIL WITH 10d AT 6" 0.C. TYPICAL, U.N.O. ON SHEAR WALL SCHEDULE NAILING INTO PRESSURE TREATED MATERIAL SHALL BE HOT -DIP GALVANIZED PER ASTM A153. JOISTS UNDER AND PARALLEL TO BEARING PAR11/]ONS ABOV SHALL BE DOUBLED UNO PROVIDE 2X SOLID BLOCKING BELOW BEARING PARTITIONS PERPENDICULAR TO JOISTS, (INC INSTALL WOOD I- JOISTS PER MFG. SPECIFICATIONS PROVIDE 2X SOLID BLOCKING AT JOISTS' OVER SUPPORTS SEE MFG. SPECS FOR WOOD I- JOISTS PROVIDE FIRE BLOCKING AT ALL PLUMBING PENETRATIONS AND WALL /ROOF INTERSECTIONS. FINISH ALL CEILINGS WITH 5/8" TYPE 'X" G. W.B. WHERE JOISTS ARE SPACED GREATER THAN 16' PROVIDE 26 GA GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS, LAP BUILDING PAPER OVER. WINDOWS SPECIFIED ARE MANUFACTURED BY EAGLE WINDOWS & DOORS CONTRACTOR TO VERIFY ALL ROUGH OPENINGS PRIOR TO CONSTRUCTION. ALL CONCEALED VOIDS TO BE FIRE AND DRAFT STOPPED PER SECL/ON R602.8, IBC R/ ED MAR 29 2011 PE TGENTE; ArchStudio "Y.SHADYRYA" N 0 CO d. J(0 0- N -0 CO c 0 os No. N N z J 0 0 2 w 0 H- z �I PROVIDE EXIERIOIr� r LIGHTING AT THE OUTSIDE OF THE DOOR WITH r/ EMERGENCY BACKUP ,j (, POWER © 7 LEGEND E 176'-0" THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB SITE INCLUDING BUILDING AND SITE CONDL11ONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND /OR MANUFACTURERS FAVOR BY VIRTUE OR ERRORS. AMBIGUITIES AND /OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARA11ON OF BID ESTIMATE AND DIRECTED TO THE CORRECTION LTR# 3 ATTEN170N OF THE DESIGNER IN A RELY MANNER. ANY ERRORS AMBIGUIIES AND /OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO THE DESIGNER IMMEDIATELY IN WRITING. NO WORK IS TO BE STARTED BEFORE CORRECTION IS MADE THE CONTRACTOR SHALL PROWDE TEMPORARY BRACING'S AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENING HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS DO NOT SCALE DRAWINGS USE ONLY WRITTEN DIMENSIONS THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMIS FROM 1HE DESIGNER. THIS DRAWING IS THE EXCLUSIVE PROPERTY OF THE DESIGNER AND CAN BE REPRODUCED ONLY WITN, THE PERMISSION OF 1HE DESIGNER, IN WHICH 3/32" CASE THE REPRODUCTION MUST BEAR THEIR NAMES AS DESIGNER. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS 00333 EXI EXISTING WALL PROPOSED WALL EMERGENCY LIGHTING SING EXISTING AR E -GROSS BUILDING AREA 18480.00 sqF E- STORAGE AREA 17434,00 sqF E- OFFICE AREA 1046.00 sqF PROPOSED AREA E -GROSS BUILDING AREA 1848000 N- STORAGE AREA E- OFFICE AREA N- OFFICE AREA M ti TO LA1 ARE 1046.00 sqF 80700 sqF 18 :.00 -js 89.00 sqF E -HIGH OFFICE FLOOR ELEV. t ti rat +. Y' :.: �. ... • a . ,• ": n� : i sr ? � ;' • • y ;ww_ °��'... • "'t ' ?`a':i�. " {i'_�r :t_.;� "r.. _: t_': �'•i ti��i' •:t. ` +" EXISTING S 0 U T H ELEVATION 3/32' 1=0' EXISI1NG TOP PLATE E -HIGH STORE FLOOR ELEV. EXISTING EA S T ELEVATION 3/32" 1' 0' 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 18 21;11 City of Tukwila BUILDING STORE FLOOR ELEV. EX /STING WE S T ELEVATION 3/32' 1' -0' ArchStu d io "Y. S HADYRYA" z o Q o 2 Q W J 0 Ce W z RECEIVED JAN 25 2011 PERMITCENTER / / / / / / / / / / / / / / / / / // / / / / / / / / // � // / / / S7OR4E // 2X4 WALL 24' -31/2' REMOVABLE PARTIONS PARI1ON 36' 2 ;VERIFY E -902 POST 12' -9" 1HR DOOR A07 / A09 Ar . , / WA M el MANT AgiritrA ; /, AIVWX % J. ORAVA ii i/ ": % TO WOOD FRAME REVIEWED FOR CODE COMPLIANCE 11 PROVED APiR 1 2uli City of Tukwila BUILDINRnilnmim m OFFICE -0 117/8' TJI 210 OFFICE -1 2x6 N -WALL, TYP STORAGE 6x6 - POST -2 EL.PANEL EWALL E- RESTROOM 1HR DOOR RECEIVED JAN 2 5 2011 PERMIT CENTER LEGEND EXISTNG WALL PROPOSED WALL In, EMERGENCY UGHING PARTIAL 1/4' MAIN FLOOR PLAN 1' -o" 1. HAZARDOUS MATERIALS INVENTORY STATEMENT - Complete, sign and retum the attached Hazardous Materials Inventory Statement (indudeMSDS for each chemical). IFC 2701.5.2 2 FLOOR PLAN - Submit a scaled floor plan /nduding spray paint booth location and all other equipment location. IFC 1504.2 3. SIZE OF SPRAY PAINT BOOTH - The aggregate area of spray paint booths in a building shall not exceed the lesser of 10 percent of the area of any floor of a building, 4500 s f, or the basic area allowed for a Group H -2 Occupancy (without area increases). IFC 1504.316 4, CLEAR SPACE AROUND SPRAY PAINT BOOTH - A clear space of not less than 3 feet shall be maintained on all sides of the spray booth. SEE EXCEPTIONS IFC 1504.32.5 5. FIRE EXINGUISIHERS - Provide a minimum 4A -408C type fire extinguisher within 30 feet of spray paint booth, IFC 906, 1504.4.1 6. NO SMOKING SIGNS - Provide "No Smoking' signs in a conspicuous location. IFC 310, 150316 7 $ELDING WARNING SOS - Provide a wam/ng sign stating 'No Welding The Use of Welding or Cutting Equipment in or Near this Area is Dangerous Because of Fire and Explosion Hazards Welding and Gutting shall be done only under the Supervision of the Person in Charge' in a conspicuous location. IFC 150327 8, OPEN FLAMES AND SPARKS - Open flames and spark -producing devices shall not be located in flammable vapor areas and shall not be located within 20 feet of such areas unless separated by a permanent partition. SEE EXCEP11ON. IFC 1503.22 9. CONSTRUCTON - Spray paint booths shall be constructed of approved noncombustible materials IFC 1504.32.1 10. FLOOR - Spray paint booth floor shall be of a noncombustible, nonsparking material. IFC 1504.323 11. SURFACES - The interior surfaces of spray paint booths shall be smooth. IFC 1504.3.22 12 ILLUMINA110/1 - {there spray paint booths are illuminated through glass panels or other transparent materials only fixed luminaires shall be utilized IFC 1504.6.2 - 1504.6.23 13 VENILAION - Mechanical ventilation shall be kept in operation at all Ones while spraying operations are being conducted and for a sufficient time thereafter. IFC 1504.7 - 1504.71 14. RECIRCULA DON - Air exhausted from spraying operations shall not be recirculated. SEE EXCEPRONS. IFC 1504.72 15. A/R VELOCITY - Ventilation systems shall be designed, installed and maintained such that the average air velocity over the open face of the booth, or booth cross section in the direction of airflow during spraying operations, shall not be less than 100 feet per minute, Submit calculations IFC1504.73 16. INDEPENDENT DUCTS - Each spray booth shall have an independent exhaust duct system discharging to the outside SEE EXCEPIONS 1FC1504.Z5 17 TERM /NATION POINT - The termination point for exhaust ducts discharging to the atmosphere shall not be less than the following distances 30 feet from the property line; 10 feet from openings into the building; 6 feet from exterior walls and roofs; 30 feet from combustible walls or openings into the building that are in the direction of the exhaust discharge; 10 feet above adjoining grade. Submit a Section showing required distances . IFC1504.Z6 18, FAN MOTORS AND BELTS - Electric motors driving exhaust fans shall not be placed inside booths or ducts. IFC 1504.77 19. FILTERS - Air intake filters that are part of a wall or ceiling assembly shall be listed as Class I or ll in accordance With UL 900. Exhaust filters shall be required. IFC 1504.78 - 1504.78.7 20, INTERLOCK FOR SPRAYING EQUIPMENT - Spraying equipment shall be Interlocked with the ventilation of the flammable vapors areas such that spraying operations cannot be conducted unless the ventilation system is in operation. IFC 1504.71 21.DRYING OPERAIONS - Spray booths and spray rooms used for drying operations shall comply with the following: IFC 1504.6.1 - 1506.4.1.22 22LIMITED SPRAYING SPACES - Facriities with limited spraying spaces (areas) shall comply with the following: IFC 1504,9 - 1504.9.4 23,SPRINKLER SYSTEM - Submit sprinkler plans and calculations designed for Extra Hazard Group II Occupancy. 2007 NFPA 13 A.5.4.2 24,PRO1ECDON OF SPRINKLERS - Automatic sprinkler heads shall be protected from the accumulation of residue from spraying operations in an approved manner. Bags used as a protective covering shall be 0.003 -inch thick polyethylene or cellophane or shall be thin paper. IFC 1504.52 25.ELECTRICAL - Electrical wiring and equipment located outside of, but within 5 feet horizontally and 3 feet vertically of openings in a spray booth or a spray room shall be approved for Class 1, Division 2 or Class II, Division 2 hazardous locations per the 2005 National Electrical Code. 1FC1503.2.1.3 26. ELECTRICAL AREAS INSIDE THE SPRAY PAINT 800111 OR ROOM - Shall be per 2005 NEC Section 516, IFC 150321.1 27 GROUNDING - Metal parts of spray booths, exhaust ducts and piping systems conveying Class I or 11 liquids shall be electrically grounded in accordance with the 2005 National Electrical Code. IFC 150325 1. PLANS SHOULD BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO STARING CONNSTRUCION. 2 CONCRETE 2500 PSI AT 28 DAYS 55 WATER /SACK MAXIMUM 3 REINFORCING BARS: ASTM - A615 GRADE 40(U.O.N.) 4. 0100D CONTACT SIN CONCRETE TO BE PRESSURE TREATED 5. ALL FRAMING HARDWARE TO BE 'SIMPSON" SEE THE LASTEST CATALOG EDITION OR EQUAL 6. ALL POSTS TO BE 4X4 W/ 4X6 0 BEAM BREAKS 7 ALL CONCRETE PIERS TO BE PER PLAN AND 12' THICK(U.N.O.) ArchStudio "Y. SHADYRYA" z J 0 O w cc ce ce w z z J J o- Q 0 OJ u_ z A05 PROVIDE GUY WIRES WITH TURNBUCKLES ON EXHAUST STACK 1. NEW OPENING THROUGH CONNECT TO PAINT BOOTH EXHAUST AIR DUCT WITH VIBR. COLLAR EXISTING ROOF DISCHARGE CAP WITH CLAMSHELL WEIGHTED DAMPERS 48 "0— 18 GA MIN GAL V. STEEL DUCT EXHAUST FAN WITH WEA THERPROOF MOTOR AND BELT COVER MOUNT FAN TO ROOF CURBS FACTORY MOUNTING CURB —SIZED TO MATCH FAN CURB, CANT AND FLASHING, MOP INTO EXISTING ROOFING 1 22 GA SHEET OVER WIRE REINFORCED 1" MINERAL WOOL EXTEND ON CIE MINIMUM DISTA OF 18" FROM D CONNETION DETAIL PAINT BOOTH MAINTAIN MINIM_ CLEARANCE ARO DUCT TAL ATTS ING A CE CT �M J" UD d E —ROOF NEW GRAVITY INTAKE HOOD W/ INSECT SCREEN AND FILTERS CURB SIZE TO MATCH EXISTING OPENINGS MOTORIZED DAMPER INTERLOCKED PAINT BOOTH EXHAUST FAN MAKE-UP AIR INTAKE HOOD DBL TS 2 "X2 "X 1/4" 3/16" TYP. AT TS TO TS CONN. E —CONC. SLAB PL Y2 "X6 "X6' -0" AND (2) 3/8 "0 EXP. ANCHORS, WITH 3' MINIMUM EMBEDMEN TS TS TO CONCRETE CONNECTION PL 1/2 "X6 "X6' -0" AND (2) 3/a "0 EXP. ANCHORS, WITH 3' MINIMUM EMBEDMEN TS 3/16" BRACE 1 1/2 "X1 7/2"X 1/8" 1" a. EXISITNG CONC. WALL 3/16" PL 12 "X6 "X3' -0" AND (2) 3 /8"o EXP. ANCHORS, WITH 3' MINIMUM EMBEDMEN TS 4 PLACES EACH DOOR DOOR TOP CONNECTION 3/16 "% • 2 -12 TS 2 "X2 "X 14" %8" REVIT AT 6" 0.C. MAX 18 GAUGE SHEET METAL 1C REVIEWED FOR — CODE COMPLIANCE APPROVED APR City of Tukwila BUILDING DIVISION DBL TS 2X2 CONNECTION TS 2 "X2'X Y4" 3/16" L 1%2 "X112 "XJ /a" ANGLE TO DBL TS CONNECTION 1. PAINT BOOTH CROSS SECTIONAL AREA EQUALS 320 SQ.FT LESS 18 SQ.FT FOR 304 SQ.FT TOTAL. 30,800 CFM MINIMUM EXHAUST AIR REQUIRED. 2. EXHAUST FAN TO BE 48 "0 TUBE AXIAL 31,000 CFM C? .75 " T.S.P. 891 RPM 1 DHP 3 PHASE. DAYTON OR EQUAL W/ HAZARDOUS LOCATION PACKAGE. 3. PROVIDE INTERLOCK W/ TIME DELAY BETWEEN EXHAUST FAN AND SPRAY EQUIPMENT PER UFC 4502.5.1 4. DOOR FILTERS SHALL BE PUROLATOR CLASS 2 PLEA TED FILTERS. 24 "X24 "X2" 38 TOTAL. .10 "wg INITIAL RESISTANCE MAX. 5. 0 VER SPRAY FILTERS SHALL BE RP 3200 SERIES SPRAY —GARD HIGH EFFICIENCY PAINT ARRESTOR FILTERS. 100FPM MAXIMUM VELOCITY. pro -333 RECEIVED JAN 25 2011 PERMITCENTEF ArchStudio "Y.SHADYRYA" ALL 000D IN CONTACT PITH CONCRETE TO BE PRESSURE TREATED OR PROPERLY fZASHED. INSULATION R-21 N ERE OCCURS 2X6 or 2X4 STUDS 016' O.C. ALIGN / JOISTS (14" IN. STUD LENGTH) P.T. SILL PLATE 0/ RFB/5X8 A.B. 5" MIN. alBEDYENT. 3 "x3'x.229" PLATE WASHERS RIP PLATE TO END. ►BALL SIDTH. EXISTING CONC. SLAB P. T SILL PLATE CONNECTION E- OFFICE 1 UPPER FLOOR REMOVED SHEATHING INSULA110/1 R -38 115/8 "TJ210024 "O.C. 1 /2'DRY*ALL 2X6 STUD ►BALL OFFICE--1 EXISTING CONC. SLAB SECTION A—A 1' -0' C) 4 11 N 11 —r 1 HR DOOR E -CONC SLAB E- RAFTERS E- BEAM E- POST TOP PLATE STORAGE SS 2X6 OALL1 INSULA1ON 6B A09 E- RAFTERS E- BEAM BEYOND E- POST BEYOND 1 // // 20GA M iAL STUD ANGLE SHALL OT EXCEED 4§' FROM VERTI SPACE 072 0.C. ALTEgNATED ANGLE DIREC11ON 11 // 1 REVIEWED FO CODE COMPLIAN E APPROVED City of Tukwila BUILDING nii i j , EXIS11NG ROOF SYSTEM- REMAIN EXISTING BEAMS OF ROOF PARTITION ELEK PAR11110N PL Y1'OOD METAL FRAME 3A LOCKED STORAGE UNHEALED 333 RECEIVED JAN 2 5 2011 TOP PL. ELEV. PERMITCENTER 12' G 2X4 STUDS 01 'l,C. 1/2" G PARTIAL SECTION B —B 1/4" ArchStudio "Y.SHADYRYA" 5. c) N N o~ m° J ° .0 CD co g N L N N J 0 ui O A07 1 /2 "PL IOOD 2 "X21UBE(PAR1111ON) 2x8 D CHOP 038"0.0 2X8 GE• 2X8 JOISTS®24"O.C. SHEATHING SHEATHING OP110N.1 2X8 JOISTS 024 "0C. LUS28 HANGER STORAGE DETAIL R /4/ DBL PLATE 2X4 *ALL DRYWALL 01311012 11/2" ANGLE (2) TUBEfl'2 (4) 5/8 "01 SEDGE HEAD BOLT ELEVATION 2 "X2" STEEL TUBE 3/4" PLATE �E— CGWC.SLAB 3/4 "PLATE (4) 5/0 SEDGE HEAD BOLT (2)2 "X2" STEEL TUBE PLAN PARTITION DETAIL PL Y$VOD 1 1/2" ANGLE CUT 1-1 3A (4) 5/8 "0 SEDGE HEAD BOLT j. BASE OPTIONAL PLAN E —PAR Tl TION DETAIL (2)SELF— TAPPING SCRESS EX/SING BEAM OF ROOF 4/ETAL ANGLE (2)SELF— TAPPING SCRE$S 20GA UETAL STUD ANGLE SHALL NOT EXCEED 45' FPO, ALTERNATED AN072# /REcii / 'TOP OF PARn110N VERTICAL ,METAL TUBE 2X2 �5- 10K u, fhb r I ( ..D_« - ®Z® l\CM'(lDr1 Lukca 001 0'j 'L (0b4 TOP OF PARTITION PARTITION E 2A A08 v 4 A08 LEXISTING BEAMS OF ROOF 20GA METAL STUD ANGLE SHALL NOT EXCEED V' fROY ALTERNASPACE GLE DIRECTION METAL 'PAYE PLYY/OOD PARTITION FRAME 1/4' 1' 0" 0 I 25' -0 °, VFRIP( EXIS71NG 'EX7S11NG BEAU EXISTING 9X12 POST REVIEWED FOR OE COMPLIANCE 1 d 6,1 City of Tukwila BUILDING fTIRIrmi 1 �1 HR DOOR BONG EXTERIOR *ALL RECEIVED PA R TIA L SECTION C—C JAN 25 2011 1/4" 1'-011 PERMITCENTER ArchStudio "Y.SHADYRYA N NM o~ co Nr J Co a- c› .c co g N p, N N 0 z J 0 0 2 w 0 F- z A08 4 tre-Resistive Ceiling Assembly thntg - W % Design 1..e d dour Rating ASTM E 119 /. lA mot@ @ar.rs.3 FY�F�ae�aa ;tai @@c >I Eire @ntt#a s,k #. • r'iT�%tG@ti€ @k. � c �6: 1@ @# @E S j0;h14 t s ' •t • 7 i s 9 41411 A €�a1€I¢r ra�vat s: '..:v10art. g lt' aAar 44€ rpt d @lid i alts I @ @its its *0 E i0 z S 0Iaa 'c3,s41,i a d 400.0 to- I i b@ N Ir 1 #f # C t. `00. 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When designing and specifying, check the Underwriters Laboratories Fire Resistance Directory for- complete details on a particular assembl A change in details may affect fire resistance of the assembly. 6A MN 23/32' TAG APA SIURD- I -FLOOR MIN 9 -1/4" Jk70D l- JOISTS SPACED MAX 24" o.C., MIN. 1-1/2" X 1 -1/2" FLANGES 100 LAYERS MIN. 1/2" TYPE X GYPSUM * AALBOARD, TAPED FOR ADDI11a/AL DETAILS SLOE AF &PA DCA 3, ASSEMBLY Of1- -1,5 (M:afandpa.org) ONE —HOUR FIRE— RESlSl7liE ROOR(gJ /CEILING ASSEMBLY JOINTS AND FASIERNERS HEADS - WALLBOARD JOINTS COVERED *TH PAPER TAPE AND JOINT COMPOUND,FASTENER HEAD COVERED KITH JOINT colt/POUND. FASTERNERD- i4 ",6 TYPES DRIALLSCRIS,SPACD 12"O.C. 5/8" TYPE X GYPSUM WALLBOARD,4'41DE, APPLIED VERTICALLY. ALL PA N Q EDGE S BACKED BY RAYING a? BLOCKI N G FRAMING- NOMINAL2X6 $vOID STUDSSPACED 16"0.C. DOUBLE TOP PLATES, SINGE BOTTOJl PLAT R -19 FIBERGLASS INSULATION 5/8" TYPE X GYPSUM WALLBOARD 5/8" TYPE X GYPSUM WAUBOARD,4' *DE, APPLIED VERTICALLY. ALL PANEL EDGE S BACKED BY FRAMING OR BLOCKING FASIERNERD- TYPES DRYALLSCREWS,SPACD 11 "a C, 066 -1,2 ONE — HOUR — RESISTIVE WOOD —FRAME WALL ASSEMBLY 2X6 STUDS ® 16" 0.0 ASTM E 119 /NFPA 251 ONE —HOUR LOAD — BEARING INTERIOR WALL SYSTEM Wall ONE —HOUR ASSEMBLIES from oppupant side END —WALL DESIGNS 1A -1B CAN /ULC AND ASTM E119. As evaliated by Intertek Testing Services rf atada Studs. s , . ftel 1°y Areile#3*4 1:14 Id : thatiattad 001) ¢Di rjrt INSULAINN c MIN. 23/32" T&G APA SIURD -I -FLOOR CONSIRUC11cN ADHESIVE AT JOISTS AND T&G EDGES (e) MIN, 9 -1/2" O70D hic►SIS SPACED MAX 24"0.C. $11H 1-546" (HICK X 1 -1/2" SIDE FLANGES MIN 0.019" GALVANIZED STEEL RESILIENT CHANNELS MAX 16" O.C. (24" 0.C. OFTEN JOISTS MAX 16" 0.C.) 109 LAYERS MIN 1/2" TYPE X GYPSUM WALLBOARD, TAPED FOR ADDI110WAL DETAILS, SEE AFdrPA DCA 3, ASSEMBLY **J - -1.6 ( ;afandpa,org) ONE —HOUR FIRE—RESISTIVE FLOOR(g)/CEILING ASSEMBLY 5/8" TYPE X GYPSUM WALLBOARD MIN 2X4SIUDS ®16 "O.C. 3-!/2" MINERAL $OL 5/81 TYPE X GYPSUM WALLBOARD 1 REVIEWED FORM CODE COMPLIANCE ‘1 "PROVED Awl 16 1011 ONE —HOUR LOAD—BEARING INTERIOR WALL SYSTEM, 2X4 STUDS 0 16" 0. C. Compression lam at top (2)5/8" TYPE X GYPSUM WALLBOARD Core lams in center Core lam from interior replaced by tension lam added at bottom Tension lams at bottom ONE —HOUR FIRE—RATED GL ULAM BEAM n RECEI JAN 25 PERMITC� VED 2011 INTER (Layup for simple span) APA - THE ENGINEERED WOOD ASSOCIATION 333 tO v 333 ArchStudio "Y.SHADYRYA" •° TD N m° N G) CO oa N d N N 0 z J 0 0 2 W 0 `W 1 z A09