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HomeMy WebLinkAboutPermit D06-329 - Seattle Tarp - Office and RestroomsSEATTLE TARP 18449 CASCADE AV S D06 -329 City Tukwila Parcel No.: 7888900040 Address: 18449 CASCADE AV S TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 - 3665 Web site: ci.tukwila.wa.us Tenant: Name: SEATTLE TARP Address' 18449 CASCADE AV S, TUKWILA WA Owner: Name: CAMPBELL JAMES ESTATE Address 1001 KAMOKILA BLVD, KAPOLEI HI, 96707 Phone: Contact Person: Name: JOHN SCHWEITZER Address: PO BOX 1849, MILTON WA, 98354 Phone: 253 224 -4384 Contractor: Name: SUPERIOR BUILDERS INC Address: PO BOX 1849, MILTON WA 98354 Phone: 253 573 -1698 Contractor License No: SUPERBI112D2 DEVELOPMENT PERMIT DESCRIPTION OF WORK: BUILD OUT OFFICE AREA AND (2) RESTROOMS FOR WAREHOUSE. doc: IBC-PERMIT **continued on next page" Expiration Date:03 /04/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number: D06 -329 Issue Date: 10/20/2006 Permit Expires On: 04/18/2007 Value of Construction: $98,000.00 Fees Collected: $2,008.62 Type of Fire Protection: International Building Code Edition: 2003 Type of Construction: IIIB Occupancy per IBC: 0008 D06 -329 Printed: 10 -20 -2006 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and xa ordinances governing this work will b The granting of this permit does not presume regulating construction or tt}e pprfppyi to of Signature: Print Name: doc: IBC - PERMIT City cw Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us rif N N N in mp Number: 0 Start Time: Volumes: Cut Start Time: Private: Profit: N Private: authority to am authorized 0 c.y. Permit Number: Issue Date: Permit Expires On: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: Steven M. Mullet, Mayor Steve Lancaster, Director D06 -329 10/20/2006 04/18/2007 Date: 1Djrooj js permit and know the same to be true and correct. All provisions of law and ith, whether specified herein or not. to or cancel the provisions of any other state or local laws sign and obtain this development permit. Date: lC7/a!�/dlo This permit shall become null an 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. D06 -329 Printed: 10 -20 -2006 City tJ Tukwila Parcel No.: 7888900040 Address: 18449 CASCADE AV S TUKW Suite No: Tenant: SEATTLE TARP 1: "'BUILDING DEPARTMENT CONDITIONS*** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 - 3670 Fax: 206 - 431 - 3665 Web site: ci.tukwila.wa.us PERMIT CONDITIONS Steven M. Mullet, Mayor Steve Lancaster, Director Permit Number D06 -329 Status: ISSUED Applied Date: 08/29/2006 Issue Date: 10/20/2006 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: All wood to remain in placed concrete shall be treated wood. 10: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overtuming or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 14: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 15: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. doc: Conditions D06 -329 Printed: 10-20 -2006 City &? Tukwila 18: ***FIRE DEPARTMENT CONDITIONS*** Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 16: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 17: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 19: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 20: The total number of fire extinguishers required for 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)(OFFICE AREA) 21: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3- 2.1)(WAREHOUSE AREA) 22: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 23: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 24: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 25: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 27. Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: 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) doc: Conditions 006 -329 Printed: 10-20 -2006 City ts' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ettukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director 30: 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) 31: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 32: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible/visual notification devices. (City Ordinance #2051) 33: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 34: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37 These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 38: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 39: Applicant shall submit an executed King County Metro Non - Residential Sewer Use Certification before permit can be issued. doc: Conditions * *continued on next page ** D06 -329 Printed: 10-20 -2006 City Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: ct.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances goveming this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performanc rk Signature: ,J Print Name: - E / �/f /(/�� t- D L( (c ) doc: Conditions Date: / /n //& D06 -329 Printed: 10 -20 -2006 Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httol/wwwci.tukwila.wa.us ARCIUTECT OF RECORD - All plans must be wet stamped by Architect of Record Contact Person: 11010.3 eildi-1( 4 t P1 d+'q i� Ai E -Mail Address: QMpplicetionsWommApplicanau On Line \3 -x006 - eeimit Applicetion.doc Revised: 4-2006 w W TUKWILA W Building Permit No. ! w"r 712-1 Mechanical Permit No. Plumbing/Gas Permit No ?h t Public Works Permit No Project No. r til ce 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 ** l _o ing Co Assessor's Tax No,: 76 es 9 YO S C Site Address: I S 1 ` Y 14' S c.. nP K e S r S Suite Number: Tenant Name: S New Tenant: _Lk" Yes ❑..No Property Owners Name: & p r G Fri- s M nl Mailing Address: j Z- 4' L.s Gt- s A-0 r' J c . S . Floor: City w 4 18(4 State Zip Name: degLl Semenyl 1 �/ °`� J 3 � Day Telephone: 2.5t 2__z-Y- 38 P Mailing Address: r• 0 '? 0 ,c ! g t l "Aril-c/o L T SS City State Zip E -Mail Address: . L ' 7 � Z ° tit Y� Fax Number: S'73- 7°( t' efl) GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanicbl( pg4 ) for Plumbing and Gas Piping (pg5)) Company Name: K 0 t r.` l 1 o& , � aN G Mailing Address: . 0 t f� ©)C / b Y 9' � t / 7z� W 4- q B t s �+ / 1 _ City State Zip Contact Person:. © ".) Sa #-7 C' 1 ei -C Day Telephone: .a n— z Z If- c{ G 3 8 Y E -Mail Address: t i S c- ( V+3C- c�CP - eb-re, r Fax Number: 7.� " S---7 S -/ 79' 7 Contractor Registration Number: t. !�f Expiration Date: Company Name: BtA_ - s PCS. (� L Mailing Address: It l (o Pi44 4o?-, Soo at l. erg, $J to City State Zip Day Telephone: Z v S ^7/ 2_0 Fax Number:7Da S-$ -7 - 71 t Z ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip Page 1 of 6 BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $� 000 Existing Building Valuation: $ 3, 6(9c9r CCS Scope of Work (please provide detailed information) IL. i i m tir ^I Cv.S t9 - C_ L * ^Ci¢ i- CZ7 t t s .( --.0 Will there be new rack storage? ❑..Yes ❑...No (If yes, a separate permit and plan submittal will be required) (A.A314Je Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑..Automatic Fire Alarm 0..None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑.. No bln3k wki If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q - . ApplicauonsWomn- Applicanons on Line' -2006 - Permit APPlication.doc Revived - . 4.2006 bli Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor lC OFn /SOS / . ••C� I' ( _ 11 r2 !-� 2nd Floor f 3 Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck BUILDING PERMIT INFORMATION — 206- 431 -3670 Valuation of Project (contractor's bid price): $� 000 Existing Building Valuation: $ 3, 6(9c9r CCS Scope of Work (please provide detailed information) IL. i i m tir ^I Cv.S t9 - C_ L * ^Ci¢ i- CZ7 t t s .( --.0 Will there be new rack storage? ❑..Yes ❑...No (If yes, a separate permit and plan submittal will be required) (A.A314Je Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑..Automatic Fire Alarm 0..None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑.. No bln3k wki If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. SEPTIC SYSTEM: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q - . ApplicauonsWomn- Applicanons on Line' -2006 - Permit APPlication.doc Revived - . 4.2006 bli Page 2 of 6 Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet z Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and/or water treating equipment Repair or alteration of drainage or vent piping Medical gas piping system serving one to five inlets/outlets for specific gas Additional medical gas inlets/outlets — six or more PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: P - rA 3 co f Z Ca-."S 4 S lit ' Mailing Address: Q \ApplicYions\Fomn- Applicalions On Line\) -2006 - Permit Application.doc Rinsed: 42006 bh PLUMBING AND GAS PIPING PERMIT INFORMATION - 206 -431 -3670 C ity State Zip Contact Person: r 1 Day Telephone: „2.5 - 6 Z 7-W 3 E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): $ 6 r > 0 O Scope of Work (please provide detailed information): (.Z N G`tD ' C-s.4' -O do s No t•1 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Page 5 of 6 I Date Application Accepted: 0$(11 / 049 Date Application Expires: oi f di__ Stafflni ials: 1 PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LA OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 Signature: Print Name: Mailing Address: 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). Plumbinp 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). Q.tApplications'Foms- Applications On LineU -2006 - Permit Application.doc Revised. 4 -2006 bi. f -e- SS t-erDayTelephone:751 -C 1- /c,Qt 3 f) 11- Ci Date: state © 6 Zip Page 6 of 6 Parcel No.: 7888900040 Address: 18449 CASCADE AV S TUKW Suite No: Applicant: SEATTLE TARP Receipt No.: R06 -01801 Payment Amount: 558.00 Initials: LAW User ID: 1632 Payee: SUPERIOR BUILDERS INC TRANSACTION LIST: Type Method Description Amount doc: Receipt - 06 Payment Check 22281 58.00 ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES 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: //wwv.dtukwila.wa.us RECEIPT Account Code Current Pmts 000/345.830 58.00 Total: $58.00 Permit Number: D06 - 329 Status: ISSUED Applied Date: 08/29/2006 Issue Date: 10/20/2006 Payment Date: 11/09/2006 04:21 PM Balance: 50.00 1675 11/13 9716 TOTAL P906 11 -09 -2006 RECEIPT NO: R06 -01686 Payment Date: 10/20/2006 User ID: 1165 Total Payment: 1,347.12 Initials: JEM Payee: SUPERIOR BUILDERS, INC. SET ID: 1020 SET NAME: SEATTLE TARP SET TRANSACTIONS: Set Member Amount D06 -329 PG06 -137 TOTAL: 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 1,219.12 128.00 1,219.12 TRANSACTION LIST: Type Method Description ACCOUNT ITEM LIST: Description BUILDING - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE City of Tukwila Department of Community Development SET RECEIPT Amount Payment Check 22195 1,347.12 TOTAL: 1,347.12 Account Code Current Pmts 000/322.100 1,214.62 000/322.100 128.00 000/386.904 4.50 TOTAL: 1,347.12 0940 10/20 9710 TOTAL 1347.12 Steven M. Mullet, Mayor Steve Lancaster, Director RECEIPT NO: R06 -01360 Initials: JEM User ID: 1165 Payee: SUPERIOR BUILDERS, INC. SET ID: 5000000548 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount D06 -329 TOTAL: ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 789.50 789.50 SET RECEIPT Payment Date: 08/29/2006 Total Payment: 789.50 TRANSACTION LIST: Type Method Description Amount Payment Check 22072 789.50 TOTAL: 789.50 Account Code Current Pmts 000/345.830 TOTAL: 789.50 789.50 9132 08/29 9716 TOTAL 789.50 Steven M. Mullet. Mayor Steve Lancaster, Director Project: ,SPA7 . T ,/ - p Type!), Inspection: r/A/ -/ Address: /ei/7/ ' &VQ4C IlL/s Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: „, O 3 - 5 - 9Y-5 - 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: J -E- 06'`4P 477' Dat ceipt No.: 'Date: d 8.00 REINSPECTION FE REQUIRED. P' . r to inspection, fee must be aid at 6300 Southcenter vd., Suite 1 r r. Call to sechedule reinspection. Corrections required prior to approval. COMMENTS: \ 9 de/ ,g /.�i - v /i /i 4 sin i / 1/ - / 7„ -..,0 ) 4 /i(� uJ /GS - t ?v4 ?e;L - / Pt- ;-' ,' i t,4cs ,j ( rfl/ // i J9 / /z-� r 6c ,)-v n/s- y) s "yip GiriYe 4° �" f7Y - Ai Lvr/ve /closet , ,A 04 6971/ton i)rfe fin Awy/ / ,s rnV (J f i i°P 552:1, 4 Project: ei /� Type of Inspection: /Ng/ Address: /B ye/ S egS ( 9v Date Called: Date Special Instructions: Date Wanted: /1 - 2/ - 0 G a.m. Requester: Phone No: „ 2 , 6:3-_5 - 7/ - 8 V50 C IN N NO. Receipt No.: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. Corrections required prior to approval. eri Date: /2-2 /- O 58.00 REI SPECTI N FEE RE RED. Prior to inspection, fee must be paid at 6300 Southc nter Blvd., Suite 100. Call to sechedule reinspection. Date: (206)4 1 -3 7 Project: 5 °74 1/ /c Tilt Type of Inspection: \. 7C-Z �: h� /7 Address: /8 Oil K .... At. Date Called: --- Special Instructions: Date Wanted: / a p .m. Requester: Phone No: ZS - 571 -m-co COMMENTS: a eaparan SEEM 011 a i<_ i. Se Inspe INSPECTION RECORD Retain a copy with permit �( ION NO. PE ' I 0. CITY OF TUKWILA BUILDING DIVISION el 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 31 -3 Approved per applicable codes. /ya Corrections required prior to approval. Date: / 2 - 7_ 0 4- v v 0 $58.00 RrafeLTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Project: ce4 tS rlf 4-Q. Type of Inspection: V I_lei 11i I`+�� I eM p c,. Address: A K15' orb � - Date Called: Special Instructions: Date Wante t� �z �nL ,. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INg TION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Date: I I /7 z 10G 58.00 REINSPECTIbN FEE RE UIRED. Prior to inspection fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedale reinspection. !Receipt No.: Date: '' Approved per applicable codes. El Corrections required prior to approval. Project: S -0 LE TAQfl Type of Inspection: 61.4-zINc- Address: ( A5( Date Called: Special Instructions: Date Wanted: 7/ —zZ -d6 a.m. i Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #1 00, Tukwila, WA 98188 tor: O. A. Do 6- 3e1 pproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Date: //' 1 f 22 u $58.00 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: 1 j i SGfF /tie fi .7) Type of Inds ection: _ /, (.r/4 J /`//1f 64df // Address: 04se4SF Date CalledO ,, 4,4t7 Special Instructions: 4 53 -- / / 5' /_ 8910 Date Wanted: 77 -2Z -060 p.m. Requester: A oneNo: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISI ON ; . 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: r) /f CO 0 R'TN SAE co + w- (�db�a� - P ° u°�A L1JT4 ` I Q € 64-k k1 k PI ( Voicn ; Nv5 or: rlenn! -/ }1 Gt A Date: II - Za - ems $5:.00 REINSPECTION FEE REQUIRF Prior to inspection, fee must be d at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Rece -t No.: )Date: 1 INSPECTION RECORD Retain a copy with permit PERM A + fi / • ;71 (206 431 -3 Corrections required prior to approval. Project: Type of Inspection: N. Address: /�� r tiyy f �(2,445 4, Date Called: Speci Instructions: Date Wanted: / a.m. /A70i vG. a'` Requester: Phone No ZS 1- Y7 /-f%D= INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 / �/I Corrections required prior to approval. j3i.'id)-,C LP C4L C/ A/ ! � t--Cv _ Ha em p 51 COMMENTS: 0 Approved per applicable codes. (206)431 -36 ___ /L w 14/f n $56.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: !Date: Project: Type of Insp ctio : Address: /4 409 flA ,vAVF ,%J s Date Called: — t --e D. Special Instructions: Date Wanted: Q G a.m. Requester: Phone No: ? — .S7i — e vs 0 IX I Approved per applicable codes. Corrections required prior to approval. COMMENTS: — t --e D. a /2v liP,i45 r s- �t/fr. 44/ /d r - �l/, t>4 s 1/» eq / ie A/n // — 70fteOtte II pector: �j.4 -1 SL. hi A i t A Nfi Date: it" 3- vZ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El $58.0 pai INSPECTION RECORD Retain a copy with permit /X4 -.Q9 PERM ( 06j431 -367 'FEINSPECTION FEE REQUI4D. Prior t�spection, fee must be 6300 Southcenter Blvd., Su a 100. C II to sechedule reinspection. Date: Recei Project: / Sf97W 7 Type of Inspection V .eder, /4iY / _1,2S . Address: / /8t atre e 4,' s Date Called: l Special Instructions: Date Wanted: //- G — a C a.m. a Requester: Phone No: OZ53 - SW - 856 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 00 " 5 7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)43 j 3670 0 Approved per applicable codes. COMMENTS: Amer Re 0 7 / ,t /fr►; / /1I; ()it) s,' // .00 REINSPECTION FE REQUIRED. Pyfor to inspection, fee must be id at 6300 Southcenter B d., Suite 100. Call to sechedule reinspection. R "ceipt No.: (Date: //- G Date: Corrections required prior to approval. Project: Type of InspectiI : Address: / / r W? �� 5,..�./ .4z Date Cal ed: • Special Instructs ns: Date Wanted: ,/�/ //- 3-eZ P.m. Requester: Phone No: 1 / INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. /-y 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)41 Approved per applicable codes. COMMENTS: Insprorr Date // r! 36' rrections required prior to approval. ri 558.00 REINSEON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: 'Date: Protect: , ¶;A7 /4 —p - Type of Inspection: S s p e-Gr /.,; / V Address: -. /83/4y5 rs5 .9a 5 Date Called: Special Instructions: Date Wanted: //— 2 — O G a.m. CIW% Requester: Phone No: .asy -S 7/ - ff 9 J !/ 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431,370 OMMENTS: nspect p. 5 .00 REINSPECTION FE REQUIRED. Pyfo to inspection, fee must be id at 6300 Southcenter lvd., Suite 1O0 Call to sechedule reinspection. pt No.: ' Date: /_i — d 'Date: Approved per applicable codes. Corrections required prior to approval. Proj c, //r fl/3 Typ o e tJA e // _2 , v Address: / Wq' l ,i,,r /> 40 s Date Called: Special Instructions: Date Wanted: /O - ? S - rJ L Requester: Phone No: 1s3 ..2/ - R Vs Cl Corrections required prior to approval. Approved per applicable codes. CO MMENTS: / spe liUvty 1 Date: _ INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 .1)o4 -325 PERMIT NO. 3b8.00 REINSPECTION IjEE REQUIRED. glr to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 1 Call to sechedule reinspection. (206)4$1 -$670 Receipt No.: Date: Pro" ,1.; . r - hi L., /11,/) Type of Inspection: ‘.J ns fq.+o r v t Address: / 4lyy c gfisfl,,a Date Called: Special Instruct ns: ..� Date Wanted: / /& - Z `/ Lr ay.. P .m. Requester: Phone No: INSPECTION NO. PtKMII No. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 ) 31 -3670 COMMENTS: 17�LA pproved per applicable codes. Corrections required prior to approval. ector: (Receipt No.: INSPECTION RECORD Retain a copy with permit r,✓ 6 — ( P k Date: O� .00 REINSPECTIO 1 FEE EQUIRED. Pripfto inspection, fee must be d at 6300 Southcenter Bl d., Suite 100. Call to sechedule reinspection. Date: Project: 5',,, //4 e /''/1' Type of Inspection: • /— ,e 4 /.ti 6 Address: 60/9 emeng Date Called: Special Instructions: Date Wanted: /D -2 -u L a Requester: Phone No: .2 3 - S7 /.6Vsd INSPECTION RECORD Retain a copy with permit 06 C32 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwi a, WA 98188 (206)431.3670 PERMIT NO. ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: A A/o n/ P/ th4 6.1 t%, //s Date: /D-? 3 -o 8.00 REINSPECTION P1E REQUIRE to inspection, fee must be paid at 6300 Southcentel Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: (Date: Project: cct +-}) `haP; Type of Inspection: F ;i Fn s ) Address: Suite #: / F `� `/9 Ca scaci ..,e7/2. 5 Contact Person: 1 , // Special Instructions: Monitor: Phone No.: 25 571 — e Fy.1 -0 Needs Shift Inspection: Sprinklers: Y Fire Alarm: , Hood & Duct: Monitor: race ' Pre- Fire: Permits: Occupancy Type: m INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT L906 PERMIT NUMBERS 444 Andover Park East. Tukwila, Wa. 98188 206- 575 -4407 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: 'n m a 1! Inspector: 54; 5j5 Date: /z //5106. Hrs.: $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word /Inspection Record Form.Doc ' 1/13/06 , no T.F.D. Form F.P. 113 Ra c'C f e r r , - 1 - 006 - 3T Project: Se Sprinklers: Type of Inspection: c7Az5s /, 1/1.4, Address: / gy t Suite #: C A scud v iA v`e S Contact Person: Se,ArJ FIAol I.,V1 Special Instructions: Monitor: }Yf t , 5,., )- Phone No.: as3- S 7 i — 94 s`0 Needs Shift Inspection: Sprinklers: Fire Alarm: M Hood & Duct: Monitor: }Yf t , 5,., )- aka t -- Pre -Fire: Permits: Occupancy Type: F 1 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 proved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 Doc - 3tAq PERMIT NUMBERS Ell Corrections required prior to approval. COMMENTS: Ectir 25 /14 ' Inspect pl c i `/ Date: iiA5 Hrs.: OA- P1 $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: cc -H-1 TA/z Type of Inspection: e5xi l,' hi; n Address' ) I v L/ 9 Ca S ca d c Au . Suite #: ContaC' Person : 301 5c-ti 1.✓c( Special Instructions: g { /l o it,ei Phone No.: 2-53 - Zz `/ - ` /3 Y Needs Shift Inspection: Sprinklers: ( 7 - ' Fire Alarm: /Yf Hood & Duct: 'VA- Monitor: P,eec, len 4 1,1rzv, Pre -Fire: Permits: Occupancy Type: 5 - / 2 INSPECTION NUMBER CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Approved per applicable codes. Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit 1/13/06 ,B OG - 3Z-et PERMIT NUMBERS H,gmccl /' ZS3 - 57/ — Corrections required prior to approval. COMMENTS: F,v>e�c«cy C ,S,6 &15 T 2 , ;Jed /)ccc,T 5 a .4C rr/p.c-a- /, ex,•4- Coc- -/ Inspector: Date: Firs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 Project: Sea -)41c. r4,tp Type of Inspection: , Co -Jeri. Address: /& /yq Caro<o »c At.. S, Suite #: Contact Person: r h7 tt'oodt Special Instructions: Phone No.: 253— 37o '-//67 Needs Shift Inspection: A/ Sprinklers: Y Fire Alarm: in 1 Hood & Duct: Al Monitor: PRtsa' 5 P•✓i )4 14,c-wi Pre -Fire: n/ Permits: Occupancy Type:. Al INSPECTION NUMBER Word /Inspection Record Form.Doc INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Approved per applicable codes. 12/2/05 PERMIT NUMBERS 206 - 575 -4407 Corrections required prior to approval. COMMENTS: 0 4n C o en_ Inspector: $ s/ r Date: n l 2 lab Hrs.: $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 444 Andover Park East. Call to schedule reinspection. Receipt No.: Date: T.F.D. Form F.P. 85 EXISTING WALL — EXISTING 5/8" G.W.B. — EXISTING 2X6 WOOD FRAMING, WITH BLOCKING AT 8' -0" A.F.F. AND 16' -0" A.F.F. — EXISTING 1/2" PLYWOOD — EXISTING 5/8" G.W.B. UPGRADES FOR 2 HOUR RATED WALL (UL U301) — PROVIDE ONE (1) ADDITIONAL LAYER OF 5/8" TYPE X G.W.B. EACH SIDE OF EXISTING PARTITION. G.W.B. TO BE INSTALLED EITHER HORIZONTALLY OF VERTICALLY. INNER LAYER ATTACHED TO STUDS WITH THE 1 -7/8" NAILS SPACED 6" O.C. OUTER LAYER ATTACHED TO STUDS OVER INNER LAYER WITH 2 -3/8 LONG NAILS SPACED 8" C.C. VERTICAL JOINTS LOCATED OVER STUDS. ALL JOINTS IN FACE LAYER STAGGERED WITH JOINTS IN BASE LAYERS. JOINTS OF EACH BASE LAYER OFFSET WITH JOINTS OF BASE LAYER ON OPPOSITE SIDE. — NAILS TO BE 6d CEMENT COATED NAILS 1 -7/8" LONG, 0.0915" SHANK DIAM, 1/4" DIAM HEADS, AND 8d CEMENT COATED NAILS 2 -3/8" LONG, 0.113" SHANK DIAM, 9/32" DIAM HEADS. NAIL HEADS TO BE EXPOSED OR COVERED WITH JOINT FINISHER. — JOINTS TO BE EXPOSED OR COVERED WITH FIBER TAPE AND JOINT FINISHER. AS AN ALTERNATE, NOMINAL 3/32" THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD. JOINTS REINFORCED. (E) SEATTLE TA 2 HOUR RATED PARTITION PLAN VIEW 3 " =1' -O" 0 4 " 8" I Location: Issued to: SOUTH CENTER S. BLDG 300 Project no: 16- GV08 -00 ei RVIS1ON NO burgess design interiors 0 architecture 1326 Fifth Avenue Suite 500. 5e foe . WA 99101 151.: 206.587.7120 FAX:206. 587.7122 made to the dor approval cf ark CKtThh. :3 a new plan tuba, nal plan review f No changes p c f r. -sdt virl t: ' 12" John Schweitzer, S Builders, Inc. Title: Seattle Tarp 8 EGISTERED ARCHITEC ADJACENT SUITE Date: 10/23/06 Project Manager: Randy Morgan 1 A. MORGAN OF WASHINGTON EXPIRATION DATE:10 AUG 07 Scale: 3 " =1' -0" Sketch No.: ASI -1 SS WWW.SSMA.COM STEEL STUD MANUFACTURERS ASSOCIATION ICBO ER -4943P PRODUCT TECHNICAL INFORMATION CODE COMPLIANCE t- A OCT 19 2006 OWOf Tukwila BUILDING DIVISION I RECEIVED CITY OFTUKWIIP AUG 2 9 2006 PERMIT CENTER P0 r 5 Zwq $5.00 5 •sf Lateral Load Wall Spacing 400S137 -(mils) 4005162- (mils) 4006200{mi1s) 5505162 -(mils) Height (in.) - -.' 33 ksi - _ 2 50 ksl . _ ... 33 ksi 50 ksi - 33 ksi ,.. ,. 50 ksl (ft) o.c. 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 179 249 377 5.08 222 3.05 473 6.25 263 376 512 7.72 2.53 149 574 718 16 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 ' 5.92 7.72 2.53 3.49 ' 5.74 7.58 24 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 9 12 1.75 2.43 3.65 4.90 2.17 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 16 1.75 2.43 3.85 4.90 2.17 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 24 1.75 2.43 3.65 4.90 2.17 2.97 4.54 6.00 2.57 3.85 5.65 7.36 2.51 3.47 567 7.58 10 12 1 71 2 37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 16 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 24 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 12 12 1.59 2.21 3.13 4.08 1.93 2.65 3.80 4.92 2.31 3.21 4.66 5.99 2.40 3.32 5.32 7.13 16 1.59 2.21 3.13 4.08 1.93 2.65 3.80 4.92 2.31 3.21 4.66 5.99 2.40 3.32 5.32 7.13 24 1.35 2.17' 3.13 4.08 1.74' 2.85 3.80 4.92 2.15 3.21 4.66 5.99 2.40 3.32 5.32 7.13 14 12 1.39' 2.00 270 3.43 1.73 2.38 3.22 4.07 2.10 2.87 3.91 4.93 2.29 3.18 4.96 6.64 16 1 24 " 1.97' 2.70 3.43 1.57° 2.38 3.22 4.07 1.96' 2.87 3.91 4.93 2.29 3.18 4.96 6.64 24 0.98' 1.69 2 70 6 3.43' 1.28 2.12 3.22' 4.07 1.63 2.59' 3.91 4.93 2.22 3.18 4.96 6.64 16 12 1.08 ° 1.70 2.30 2.85 1.35 ° 2.08' 2.72 3.38 1.69' 2.51 3.27 4.05 2.15 2.98 4.51 6.02 16 0.92 1.54 2.30° 2.85' 1.19 1.90 2.72' 3.36 1.50' 2.32' 3.27 4.05 2.14 2.98 4.51 6.02 24 065 1.24' 2.14 • 2.85 ° 0.89' 1.58' 2.54 3.36 1.15' 1.94 • 3.13' 4.05' 1.83 2.92 4.51 6.02 Combined Axial and Lateral Load Tables Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips /stud (1 kip = 1000 Ibs). 1 Deflection exceeds L/120 2 Deflection exceeds L/240 3 Deflection exceeds L/360 20 6 Deflection exceeds L /600 7 Deflection exceeds L/720 - If not noted, deflection is less than L/720 SOMA 5 •sf Lateral L Load • • < Wall Spacing 3 3505162 - - (mils) - 3 362S137- (mils) 3 3625162-(mils) 3 50 ksi 3625200 -(mils) ( ft ) o.c. 3 33 43 5 54 6 68 3 33 4 43 54 6 68 3 33 4 43 5 54 6 68 3 33 4 43 54 6 68 x'^JS;:R1 Si�^4 " ".4060, . . " T 1.68 2 2.32 3 42 4 2.08 2 2.85 4.27 5 5.44 2 2.49 3 3.50 5.34 6 6.76 8 12 2 2.03 2 76 4.09 5 5.14 1 16 2 2.03 2.76 4.09 5 5.14 1 1.68 2 2.32 3.42 4 4.42 2 2.08 2 2.85 4.27 5 5.44 2 2.49 3 3.50 5.34 6 6.76 24 2 2.03 2 76 4 09 5 5.14 1 1.68 2 2.32 3.42 4 4.42 2 2.08 2 2.85 4 4.27 5 5.44 2.49 3 3.50 5.34 6 6 76 9 12 1 1.95 2.66 3.83 4 4.80 1 1.63 2 2.26 3 3.27 4 4.19 2 2.01 2 2.75 4 4.04 5 5.12 2 2.41 3 3.37 5 5.02 6 6.32 16 1 1.95 2.66 3.83 4 4.80 1 1.63 2 2.26 3 3.27 4 4.19 2 2.01 2 2.75 4 4.04 5 5.12 2 2.41 3 3.37 5 5.02 6 6.32 24 1 1.95 2.66 3.83 4 4.80 1 1.63 2 2.26 3 3.27 4 4.19 2 2.01 2 2.75 4 4.04 5 5,12 2 2.41 3 3.37 5 5.02 6 6.32 *10 12 1 1.86 2.54 353 4 4.43 1 1.57 2 2.18 3 3.07 3 391 1 193 2 263 3 3.78 4 4.75 2 2.32 3 3.22 4.68 5 585 16 1 1.86 254 3 3 53 4 4.43 1 1.57 2 2.18 3 3.07 3 3.91 1 1.93 2 2.63 i 3 3.78 4 4.75 2 2.32 3 3.22 4 4.68 5 5.85 ■..). 24 8 82 2.54 3 3 53 4 4.43 1 1.50 2 2.18 I I 3.07 3 3.91 1 1.92 2 2.63 3 3.78 4 4.75 2 2.32 3 3.22 4 4.68 5 5.85 12 12 . . 2.26 2.92 3 3.64 1 1.43 1 1.98 2 2.62 3 3.30 1 1.73 2 2.37 3 3.17 3 3.94 2 2.11 2 2.87 3 3.89 4 4.82 16 1 1.59' 2.26 2.92 3 3.64 1 1.35' 1 1.98 2 2.62 3 3.30 1 1.70 2 2.37 3 3.17 3 3.94 2 2.11 2 2.87 3 3.89 4 4.82 24 1 1.34 6 2.13 6 2.92 3 3.64 1 1.11 6 1 1.82 ' 2 2.82' 3 3.30 1 1.44 6 2 2.28' 3 3.17 3 3.94 1 1.82' 2 2.80 3 3.89 4 4.82 14 12 1 133' 1.94 240 2 2.97 1 1.14' 1 1.73' 2.19 2 2.73 1 143' 2 2.06 2 2.61 3 3.23 1 1.79 2 2.50 3 3.1 3 3.92 16 1 1.18' 1.84" 240' 2 2.97 1 1.00' 1 1.61° 2.19' 2 2.73 1 1.28' 1 1.99' 2 2.61 3 3.23 1 161 2 2.43' 3 3.17 3 3.92 24 0 091' 1.56" 2 235' 2 297° 0 0.75' 1 1.34' 2 2.15 2 2.73' 1 1.00 7 770" 2 2.58° 3 3.23' 1 1.29 2 2.09' 3 3.17° 3 3.92 16 12 0 0.98 1.50° 1 1.97' 2 2.44 0 0.84 1 1.34 1 1.81 2 2.25' 1 1.07 1 1.66 2 2.15' 2 2.65 1 1.34 2 2.03' 2 2.60 3 3.21 16 0 0.83 1.35 1 1.97 2 2.44 0 0.70' 1 1.19' 1 1.81 2 2.25 0 0.91 1 1.49 2 2.15 2 2.65' 1 1.16 1 1.83' 2 2.60' 3 3.21 24 0 0.56 1.07 3 1 1.73 2 2.40 6 0 0.45' 0 0.92' 1 1.60' 2 2.17 ' 0 0.64 2 1 1.20' 1 1.92 ' 2 2.64 6 0 0.85 ' 1 1.49' 2 2.38' 3 3.21 6 •sf Lateral Load Wall Spacing 400S137 -(mils) 4005162- (mils) 4006200{mi1s) 5505162 -(mils) Height (in.) - -.' 33 ksi - _ 2 50 ksl . _ ... 33 ksi 50 ksi - 33 ksi ,.. ,. 50 ksl (ft) o.c. 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 179 249 377 5.08 222 3.05 473 6.25 263 376 512 7.72 2.53 149 574 718 16 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 ' 5.92 7.72 2.53 3.49 ' 5.74 7.58 24 1.79 2.49 3.77 5.08 2.22 3.05 4.73 6.25 2.63 3.76 5.92 7.72 2.53 3.49 5.74 7.58 9 12 1.75 2.43 3.65 4.90 2.17 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 16 1.75 2.43 3.85 4.90 2.17 2.97 4.54 6.00 2.57 3.65 5.65 7.36 2.51 3.47 5.67 7.58 24 1.75 2.43 3.65 4.90 2.17 2.97 4.54 6.00 2.57 3.85 5.65 7.36 2.51 3.47 567 7.58 10 12 1 71 2 37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 16 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 24 1.71 2.37 3.50 4.67 2.10 2.88 4.32 5.69 2.49 3.52 5.34 6.95 2.48 3.43 5.58 7.47 12 12 1.59 2.21 3.13 4.08 1.93 2.65 3.80 4.92 2.31 3.21 4.66 5.99 2.40 3.32 5.32 7.13 16 1.59 2.21 3.13 4.08 1.93 2.65 3.80 4.92 2.31 3.21 4.66 5.99 2.40 3.32 5.32 7.13 24 1.35 2.17' 3.13 4.08 1.74' 2.85 3.80 4.92 2.15 3.21 4.66 5.99 2.40 3.32 5.32 7.13 14 12 1.39' 2.00 270 3.43 1.73 2.38 3.22 4.07 2.10 2.87 3.91 4.93 2.29 3.18 4.96 6.64 16 1 24 " 1.97' 2.70 3.43 1.57° 2.38 3.22 4.07 1.96' 2.87 3.91 4.93 2.29 3.18 4.96 6.64 24 0.98' 1.69 2 70 6 3.43' 1.28 2.12 3.22' 4.07 1.63 2.59' 3.91 4.93 2.22 3.18 4.96 6.64 16 12 1.08 ° 1.70 2.30 2.85 1.35 ° 2.08' 2.72 3.38 1.69' 2.51 3.27 4.05 2.15 2.98 4.51 6.02 16 0.92 1.54 2.30° 2.85' 1.19 1.90 2.72' 3.36 1.50' 2.32' 3.27 4.05 2.14 2.98 4.51 6.02 24 065 1.24' 2.14 • 2.85 ° 0.89' 1.58' 2.54 3.36 1.15' 1.94 • 3.13' 4.05' 1.83 2.92 4.51 6.02 Combined Axial and Lateral Load Tables Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips /stud (1 kip = 1000 Ibs). 1 Deflection exceeds L/120 2 Deflection exceeds L/240 3 Deflection exceeds L/360 20 6 Deflection exceeds L /600 7 Deflection exceeds L/720 - If not noted, deflection is less than L/720 SOMA Combined Axial and Lateral Load Tables Combined Loading Allowable Axial Load Table Notes 1. Allowable loads based on weak axis and torsional bracing at 48" o.c. maximum for axial load calculation and continuous support of each flange for flexural calculation. 2. Lateral and axial load multiplied by 0.75 for strength determination per AISI A5.1.3. 3. Check lateral end reactions for web crippling. 4. Allowable axial load in kips /stud (1 kip = 1000 Ibs). 1 Deflection exceeds L/120 2 Deflection exceeds L/240 3 Deflection exceeds L/360 20 6 Deflection exceeds L /600 7 Deflection exceeds L/720 - If not noted, deflection is less than L/720 SOMA Section Yield Strength ksi 3 6 46 5ft SPAN 66 8 ft 10 ft 12 5505162-33 33 550S162 -43 33 5505162 -54 33 5505162 -54 50 5505162 -68 33 8 50 5505162-68 w "R ^ .w�.as2Y+ r. .iN'a sTi0� .rR1 yWS�Lx3 893 a 670 a 536 a 374 a 210 e 1982 a 1232 a 789 a 547 a 308 e 2779 a 1563 a 1000 a 694 a 390 e 3643 0 2049 a 1311 a 910 a 396 e 3514 a 1976 a 1265 a 878 a 488 e 51 2911 1863 a 1157 a 488 78 e 'N- .nN. R'SamR 2 9 11 aNN 8ra?4fiS5r Has 157 �R+.h�&"cmRC 03 }v ea; cad a) d ^ 0) N. n v y X10 oC 1tl r 10Ylr. O rmnQn O N O n 0) 0 0. m .-N100,- (V el OJ 0 "lyq�oaoo Jtoa . o0N .S i} g , `l . NN v- . k 1v 00 )00000d0d0d0 00 d0 d MO pp�(p N 0 000 0} en NONONO N N 0)) 0 N LC) 01 N 0 M 0 N N N O 0 O O l70 N€00 fV NNNCT ' NNNNNNl7NN ._��_. S8f'. �� dr _._ Nr in 6005137-33 33 816 a 61 a 489 a 373 6 209 e 6005162 -33 33 816 a 612 a 489 a ..-4 408 a 237 e 6005200 -33 33 816 a 612 a 489 a 408 a 254 e 6005137-43 33 1810 a 1233 a 789 a 548 a 308 e 6005162-43 33 1810 a 1357 e 889 a 617 a 347 e 8005200 - 43 33 1810 a 1357 a 919 a 638 a 359 e 6008250 -43 33 1810 a 1357 a 967 a 671 a 377 e 6005137 -54 33 2812 a 1581 a 1012 a 703 a 395 e 6005162 -54 33 3135 a 1763 a 1128 a 783 0 440 e 6005200 -54 33 3566 a 2006 a 1283 a 891 e 501 e 6005250 -54 33 3392 a 1908 0 1221 a 848 a 477 e 6005137 - 54 50 3810 a 2269 a 1452 a 1008 a 429 e 6005162 -54 50 3610 a 2313 a 1480 a 1028 a 488 e 6005200-54 50 3610 a 2500 a 1600 a 1111 a 566 e 6005250 -54 50 3610 a 2666 a 1706 a 1185 a 641 e 6005137 -68 33 3562 a 2004 a 1282 a 890 a 501 e 6005162 -68 33 3968 a 2232 a 1428 a 992 a 558 e 6005200-68 33 4506 a 2534 e 1622 a 1126 a 633 e 6005250-68 33 4456 a 2506 a 1604 a 1114 a 626 e 6005137 - 68 50 5274 a 2966 a 1898 a 1252 a 528 e 6005162 -68 50 5846 a 3288 a 2104 a 1426 a 601 e 6005200 -68 50 64/5e 3642 a 2331 a 1618 a 700 e 6005250-68 50 5954 8 3349 a 2143 a 1488 a 807 e 6005137 -97 33 5108 a 2873 a 1839 a 1277 a 715 6005162 -97 33 5685 a 3197 a 2046 a 1421 a 799 6005200 -97 33 6443 a 3624 a 2319 a 1610 a 906 e 6005250 -97 33 7229 a 4066 a 2602 a 1807 a 1016 e 6005137.97 50 7526 a 4233 a 2709 a 1694 a 715 6005162 -97 50 8403 8 4727 a 3025 a 1941 a 819 6005200 -97 50 9560 a 5377 a 3441 a 2270 a 958 6005250 - 97 50 10277 a 5781 a 3700 a 2569 a 1109 e Header Load Tables 1. Deflection limit is L /360. 2. Allowable loads have not been modified for wind or earthquake 3. Headers are made from two "boxed" or back to back members. 4. Allowable moment, shear and web crippling are based on twice jingle member. The moment of inertia is based on twice the value of the single member. 5. Bearing length for web crippling = 1" minimum. 6. Values are for unpunched members. 7. Members are assumed adequately braced for bending. 8. Allowable loads are for simply supported headers with uniform . Boxed Header "e" Web stiffeners required at each support 1 SSM.A Header Load Table Notes Header Allowable Uniform Loads (lb/ft) Back -lo -Back Header 37 1. Values are for single spans. 2. Allowable ceiling span calculations based on 33ksi yield strength steel. 3. For fully braced ceilings, use mid -span braced values. 4. End bearing length = 1" minimum. 42 Thickness Section mil 1 62 3 1 625125 27 27 30 33 1625137 27 33 2505125 18 27 30 33 43 2505137 27 33 43 2505162 33 43 3505125 18 27 30 33 43 3505137 27 33 43 3505162 33 43 3625125 18 27 30 33 43 38 25137 27 33 43 3625162 33 43 30 33 43 6005137 33 43 60051633 43 4 psf Lateral Support of Compression Flange Unsupported Midspan Joist Spacing (in) o.c. Joist Spacing (in) etc. 12 16 24 12 16 24 5 11" 8' 2' 7' 5' 6' 6' 6' 5" 5 11' 5' 2" T 2' 6' 6' 5 8' 8' 7' 7 11' ]' 1" 9' T 8' 9' 7 7' 7' 8' 7 1' 6' 2' 8' 5' T 7' 6' 8' T 8' f 0' 3' 9' 4' 8' 0' 10' 1' 9' 2' 8' 0' 8' 10' 8' 0" T 0' 8 10' 6 0' T 0' e' 6' 10'T 79" VT 9' 4' Ere TT 74' 8' 6' 75* 6'9 11 4' 10'3 9'0' 7 46'9" 61 9 10'90 7'B'e 9'8' 8' 1'' " tl' 13'3' 12'1' 10'6' 8' 7' T 11' 7 1'1 11'7' 10'6' 9'2' 10 9' 3' 8 "3' 13'9' 12'5' 10'11' 8'1" 8'3" 7 4" 12'0' 10'11' 9'6' 7 2" 6' 8" 5' 11' 9'3' 8'4' 7'0' 1 0 3 9' 7' 8' 7" 14' 2" 12 10' 1 t' 3' 9' 3' B' i 7' 7' 12 5' 11' 7 9' 10' 14'0' 12'3' 10'5' 9' 6' 8' 5 13' 6' 12 3' 10 8' 8'3" 7' T 6' 9' 10'5" 9'5" 8'3" 10 11' 10' 1' 9' 1' 14' 0' It 8' 11' 1' 9' 10' 9' 1' B' 2' 17 2 11' 1' 9' 8' 8' 0' 7' 5' 8 7' 9' 5' 8' 7' 11' 9' 10 9' 8' 14' 11' 13' 6' 11' 10' 10' 6' 9' 8' 8' 8' 13' 0' 11' 10' 10 4" 8' 6' T 10' T 0' 10' 0' 9' 1' IT 2" 12' 1' 10' 9' 16' 2' 14' 8' 12' 10' 11' 8' 10' 9' 9' T 14' 7 12 10" 11' 2' 9 4' 8' T T 8' 10 11' 9' 11' 8' 8' 13'5' 12'5' Ti- I' 15'8' 14'2' 12'5' 12'0' 11' 1' 9'11' 13'8' 12'5' 10'10' 9'9' 9'0' 8' 0' 10'7' 9'7' 14'11' 17 9' '2 J' 1]'0' 13'6' 13' 3' 12' 3' 10'11' 14'10' 13'6" 11'9' 10'8' 9'10' 8'9' 11'6' 10' 5" 9 4' 8' 8' 7' 8' 13' 1' 12' i' 10 0e 8' 4' 7 8' 6' 18e 11' 8'e 10' 8'e 9' 2'e 6 8'e 6' 2'e 5 6'e 8' 10'e T 10'e 6' 6'e 10' 7' 9' 9' 8' 9' IF 1' 14 0' 12 5' 9' 6' 8' 9' T10" 13' 6' 17 5' 10' 11' 78' 7' 1" 6' 5' 10' T 9' 6' 8 1' 10' 11' 10' 1' 9 0' 15' 6' 14 4' 17 11' 9' 9' 9' 0' 8 1' 13'11' 17 II' 11' 5' 7 11' T 4" 67' 11' 1' 10 0' 8'6' 11' 4' 10 8' 9' 4' 16' 1' It 10' 13' 4' 10' 1' 9' 4' 8' 5' 14 5' 13 4' 11' 11' 8' 2' T T 6' 9' 177' 11'7' 10'4" 178' 183' 14'6' 11'2' 10'4' 9'7 15'9' 14'6' 13' 0 9'0' 8'3' T5' 11'11' 11'1' 9'11" 17 3' 16 0' 14'4' 10' 9' 9'11' 8'11' 15'6' 14'4' 17 6' 8'9' 8'2" 7' 4' 12 9' 11' 10' 10' 7" 18' 3' 16' 11" 15 2' 11' 5' 10' 7' 9' 6' 16' 5' 15 2' 13' 4' 9' 4' 8' 7' T 9' 14'2' 13'0' 11' 7 1011" 18' 5' 16' 12' T 11' 104' 17' 10' 106' 1 10' 9'4' 8' 14' 7 13' 6' 12' 1' 20 3' 18' 5' 16' 1' 170' 12' 1' 10' 10' 17 8' 18 1' 14' 0' 10' T 9' 10' 8.10 16' 0' 14 9' 13' 7 27 0' 20'0' 17' 6' 14' 4' 13 7 11' 10' 19 3' 17 6' 15' 3' 11' 7 18 8' 9 7' 9' 9,9 11 T ' e "'9r 8 6 :e `.46 1 1:'0 aa0'SD99992+9.19 1 3' 3 "e e 10' 1 0"e 8' 6 T 9' 6' 11 11' 10"e 'e 10" 17e 9' ' 3 3'e e 6' 6' 9'e 6' 2'e 5' 7e 9' 10' 8' 11' 6 10' 15' 3' 14' 2' 12' 7' 7' 3 10' 711' 13' 8' 12' T 11' I" T 9' T 2• 6' 6' 11' 0' 10' 2' 9 2' 15' 8' 14 6' 13' 1' 9 10' 72" 8' 2' 14' I' 13' i' 11' 7' 8' 0' 11' 5' 1 7' 9' 5' 1 3' 15' 0' 13' 6' 10' 3' 9' 5' 8 6' 16' 6' 13' 6' 17 1' 8' 3' 12 9' 11'8' 10' S' 1 ]' 9' 16' 5' ' B' t t' 4' S' 9' 3' 15' 11' 14' 8' 13' 1' 9' 1' 12' 1' 11' 2' 10' 1' 17 5" 16' 7 14' 14' 6' 10' 10' 1 1 0' 0' 1' 9' 15' 8 14' 6' 12' 10' B' 10' 17 11' 11' 11' 10' 8' 16 5' IT I' 15' 4' 11' 7 1 0 5' 7 167' 15 4' 13 8' 9 5' 7 14' 3' 13' It 9' 20' 1' 18 T 16' T 17 B' 111 9' ' 9' 10' 5' 18 0' 16 T 14' 10' 10 14' 8' 13' 7' 12 7 20 9' 18' 11" 16' e' 13' 7 12' 2' 16 11' 18 7 76 6' 14' 5' 10' 9' 16'2' 14'11 13' 22'7' 20' T 17'11' 14' 13'4' 11'11' 19 9 17 11 15'8' 11'8' rantatemetammeame ein«vsalwasaav 15 9' 9 7 11 1 1 15'9' 14'7 13' 1' 10' 1' 8 2' 14' 13 1' ' 7' 7 8 0' 16' 1 5'6' 13'5' 17 7 95' 85' 18' 9' 15' 6' 13' 10' 106' 6' 9' 9' IF 8' 18'3' 18 5' 11' 11'7 108' 9 6' 17' 11' 16' ' 7 7 15' 0' 11' 2 10' 4' 9' 4' It 11' 17 T 15'10' 11'10' 11'0' 9'10' 20'7' 191" 171' 130' 170' 10'9' 21' 8" 20 1' 17' 10' 13' 6' 17 6' i1' 3' 23'5' 21'8' 194' 14'9" 13'8" 177 . 14' 4t '' 7 l ' e I 0 ' 4'e av 1710'e 6 T 1' e t l re I1' 1 1' 4'e 9' 3 19'4' 17 0 15'4' 11'5' 10 T 9 6' 18' 10' 17 6' 15' 9' 11' 9' 10' 11' 9' 10' 20'5' 18'71' 16'11' 12'10' 11'10 00'7' 21' 1914' 17 10' 13'4' 12'4' 11'1 23'4' 21'4' 197 14'8' 13'4' 178' 24'4' 27 7' 20• 4' 15 7 14 0' 17 8 26'3' 24'4' 21'10' 16'5' 13 2 13'8 9' 11' 9' 7 10 9' 9' 9' 4005125 27 11' 0' 10' 2" 9' 1' 30 11' 4' 10 6' 9' 5" 33 11'9' 1010' 9'8' 43 13'0" 120" 10'8' 4003137 27 12 5' 11' 6' 1 0' 4' 33 13• 3' 12 3' 11' 0' 43 i4 7 13'6' 12' 4005162 33 15' 1' 13' 11' 12' 6' 43 16'7 15'3' 13'8' 0 9 991.,1 dI 3 60 60051S1 27 27 12'4'e e 11'1' S'e 5'e 5 I 0'a'e 12'9' 11'9' 10' T 13'2' 17 2 10'11' 14'5' IT 3' 11'10' 14 10' 13'9" 12 4" 16'7 14'11' 13'4" 16'10' 15 •4'0' 18' 4' 16' 11' 1 5' 2' "e" Web stiffeners required at supports. Allowable Ceiling Spans — Deflection Limit L /240 Ceiling Span Table Notes 6 pet Lateral Support of Compression Flange Unsupported Midspan Joist Spacing (in) o.c. Joist Spacing (in) o.c. 12 16 24 12 16 24 14'6" 13'5' 15 0' 1310 164' 151' 16' 2' 15'0' 17 0 15'10' 18' S' 171' 176' 1710' 21' 0' 19 4' 16' 1'e 14'11'e 16 6' IF 4' 170' 15'9' 18'4' 16 11' 172' 17 10' 27' r 197 21' n' 20' 277 21'10' 170' 8' 3' 12' 5' 8 6' 13'6' 9' 4' 13' 4' 9' 1' 14'7 98" 15 4' 10' 6' 15' 8' 11' 0' 6' 11' 11' 11' 13' 5'e 13' 9' 14'2' 15 16' l' 173' 18' 4' 19 8' 13 psf Lateral Support of Compression Flange Unsupported Midspan ' Joist Spacing (in) o.c. Joist Sparing (in) o.c. 12 16 24 12 16 24 5' 0' 4' 6' 3' 10'e 5 6' S 0"e 4 ''e 6' 9' 6 2' 5' 5' 6' 9' 6' 2' 5 5' T 3' 6' 7 5' 9' 7 3' 6'7' 5' 9' 5 1 a 5' 6'e 4' 9 e 7' S'e 6 6"e 5' S'e 7 8' 6 10' 8' 3' T 5' 88' 710" 9' 5' 8 5" 9' 11' 8' 11' 10' 9' 9' 8' 7 5' T 8' T 11' 87 8' 5' if 11' 9' 8' 103' 11'1' 8' 8" 6 10" , T1' T 8' 77' 8' 1' 92' 9 11' 9' 1'e 8' 5'e 7' 7'e T 10' 9'7' 8'11' 8'0' 10' 9 9' T 8' 7" 1010' 101' 91' 11' 9' 10' 10" 9 9 12' 5' 11' 6' 10' 4' 13'4' 12'4' 11'1' 11'8' 10' 7" 17 8' 11' 8' 12' 2' 11' 0' 13' 0' 11' 10' 14'2' 12 ' 10' 13' 8' 17 5' 14'10 13' 6' 13' 2'e 13' 6' 13'10' 14'11' 15 9' 1 •' 10' .F.ti. 10 2' 9 4'e 10' 3' 10' 10' 11' 9 9' 0'e 7' I1 "e 6' 7' 10' 9' 9 8" 8 3 11' 3' 10' 2" 8'9 11' 9' 10 9' 9' 2' 1 11' 9' 10'a 12'8' 11' 2' 9' 8'e 13' 4' 12 2' 10' 6 14' 6' 13' 3' 11' 6 14'0' 12'9' 11'1' 15 3' 13' 10' 12 1' cte - avn.:c 11' 3' 10' 2' 8' 9"e 11'9" 10'8 9'2' 17 7 11' 2' 9' 8 13' 3' 12 2' 70' 9' 13'0' II' 9' 10'0'e 73'10' 12' 9 11'0' 150' 139' 171' 152' 139' 12 0' 16' 6' 14' 17 13' t' xse l '1 12' 2'e e 10' 9'e 12' 6' 2 "e It 10' 11' 7" 13`10' 12'5" 14' T 13' l'e 14 r 14 B'e 3 H' 1511' SSMA Joanna Spencer - Re: Sea Tarp TI © 184 "Q Cascade Ave S From: Bryan Still To: Joanna Spencer Date: 8/31/06 11:39AM Subject: Re: Sea Tarp TI © 18449 Cascade Ave S D06 -329 Hi Joanna, Need RPPA on domestic Not current with 8" DCVA for fire. Need Storz connection has dual siamese on FDC. Irrigation DCVA 2" due August 2006. Irrigation DCVA 1 Y2" not current AMR o.k. Thanks Bryan D06 -329 Page 1 PERMANENT FILE COPY October 12, 2006 John Schweitzer PO Box 1849 Milton, WA 98354 RE: CORRECTION LETTER 01 Development Permit Application Number D06 -329 Seattle Tarp —18449 Cascade Av S Dear Mr. Schweitzer: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen, at 206 433 -7163, if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerel , arshall hnician encl File No. D06 -329 City of Tukwila P:Vennifer■Cowection Letters V006006 -329 Correction La MI.DOC jem Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206.431.3665 Building Division Review Memo Date: October 9, 2006 Project Name: Seattle Tarp Permit #: 006 -329 Plan Review: Allen Johannessen, Plans Examiner Tukwila Building Division Allen Johannessen, Plan Examiner A Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The occupancy is listed as F -2 which does not meet the criteria for the new occupancy. Revise the plan and Building Summary Notes to indicate F -1 occupancy. (IBC 306.2) 2. In addition to item #1, the e>dsting demising wall to the adjacent space shall be required to be a 2 hour wall. Change the note indicating "(2) hours reduced to (1r to (3) hours reduced to (2). (IBC 302.3.2 with the Exception & Table 705.4). 3. Identify on the plan sheet (A.1.2) the use of the existing mezzanine and include the square footage of that mezzanine. Identify type of mezzanine guardrail or wall construction. (IBC 106.1.1 & Section 505) 4. Provide notation on sheet (A9.2) in detail (H), to indicate perimeter supporting closure angle shall not be less than 2" per ASCE Standard 9.6.2.6.2.2. 5. Provide a footing and column detail for the wheelchair ramp shown on Sheet (A.6.1). (IBC 106.1) Should there be questions conoeming the above requirements, contact the Building Division at 206431- 3670. No further comments at this time. September 6, 2006 John Schweitzer PO Box 1849 Milton, WA 98354 RE: Letter of Incomplete Application # 1 Development Permit Application D06 -329 Seattle Tarp — 18449 Cascade Av S Dear Mr. Schweitzer: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on August 29, 2006 is determined to be incomplete. Before your application can continue the plan review process the attached items from the following department needs to be addressed: Public Works Department: Joanna Spencer, at 206 431 -2440, if you have any questions concerning the attached comments. Please address the comment above 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. Revisions must be made in person and will not be accepted through the mall or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Enclosures File: D06 -329 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director P:VcnniferVncomplete Letters \2006\D06 -329 Incomplete t.tr #I.DOC jem 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 (P:Laurie Adndn/Joanna/Comments 1 006 -329 PW) PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 1, 2006 PROJECT: Seattle Tarp REVIEW #: 1 PERMIT NO: D06 -329 PLAN REVIEWER: Contact Joanna Spencer at (206) 431 -2440 if you have any questions regarding the following comments. 1) Due to the change in the amount of plumbing fixture units, please submit KC Metro Non - Residential Sewer Use Certification executed by the property owner or his rep. Please list only new fixtures and not the ones that were replaced in kind. Form is attached. 2) 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 Fatigue Technology building has deficiencies on domestic, fire prevention and landscape irrigation lines. a) Domestic Water Service A reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires the Public works director approval. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public works strongly recommends a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed devise. b) Fire Prevention PW site visit has determined that the existing 8" Detector Double Check Valve Assembly located at the NW building comer on Todd Blvd is completely flooded. The fire Department Connection (FDC) shall have the dual siamese connection replaced with Stortz connection per City of Tukwila Detail WS -15 2 of 2. Our records indicate that the required annual backflow test report has not been submitted to Public Works. Please have the existing Detector Double Check Valve Assembly serviced and retested by a certified tester. Submit a passing test report to Public Works. c) Landscape Irrigation There are two (2) existing irrigation Double Check Valve Assemblies (DCVAs) sizes 2" and 1.5 ". Please have both backflows tested and submit passing test results to Public Works. I have enclosed Development Bulletin C5 which spells out design and installation requirements for cross connection control. Please note that a separate letter was mailed to the building owner. The Public Works Director will withhold issuance of this Tenant Improvement permit until the Permit Center receives plans for item 1 a), 1 b) and backflow test reports for items lb) and lc), or a bond for 150% of the design and installation cost of subject devices, together with a letter stating the installation by a certain date. ACTIVITY NUMBER: D06 -329 DATE: 11 -03 -06 PROJECT NAME: SEATTLE TARP SITE ADDRESS: 18449 CASCADE AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: an �'A Bu .'ng Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required DATE: REVIEWER'S INITIALS: APPROVALS OAT CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/rouling slip.doc 2 -28 -02 kdO3 mow 1IW83d PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ DATE: Planning Division ❑ Permit Coordinator ❑ DUE DATE: 11 -07-06 Not Applicable ❑ DUE DATE: 12-5-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ ACTIVITY NUMBER: D06 -329 DATE: 10 -18 -06 PROJECT NAME: SEATTLE TARP SITE ADDRESS: 18449 CASCADE AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: / Si ��/ B g Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Ptk�u�J r COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division Permit Coordinator DUE DATE: 10-19-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved ❑ Notation: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 No further Review Required DATE: DUE DATE: 11-16-06 Approved with Conditions Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -329 DATE: 09 -27 -06 PROJECT NAME: SEATTLE TARP SITE ADDRESS: 18449 CASCADE AV S Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: : g DiGision t1i 10-1-1$ Pub is Works Comments: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PERMIT COORD COPY � PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete d Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: Approved with Conditions Ell 4 -Lb- ❑ Planning Division ❑ Permit Coordinator DUE DATE: 09-28-06 Not Applicable ❑ No further Review Required DATE: DUE DATE: 10-26-06 / Not Approved (attach comments)) I DATE: Permit Center Use Only CORRECTION LETTER MAILED: ''(�II'IalYt Departments issued corrections: Bldg] Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D06 -329 DATE: 08 -29 -06 PROJECT NAME: SEATTLE TARP SITE ADDRESS: 18449 CASCADE AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division M P blic Works doJthI 4- -o(1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Comments: Permit Center Use Only " INCOMPLETE LETTER MAILED: CA 'AO At LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW' Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 ° ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP � jff ��G 11-it FirE(Prevention Structural Incomplete Planning Division ❑ Permit Coordinator C DUE DATE: 08-31-06 No further Review Required DATE: DATE: Not Applicable C DUE DATE: 09-28-06 Approved with Conditions ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Revision No. Date I Received Staff i Date 1 Initials . 1 Issued I • • "Staff Initials 1 1.1.03.611 1 a I. 1111 lac �a t ii Summary of Revision: P t I 6 " arfh 4 � c _ f �� anit 4t " "WDt t( iv A itken* h Au , , 4 ,,' .0 I. , . v n v 1 rvvvw Received By: Received By: i It _ eC rex Revision No. Date Received I Staff Initials I Date Staff Issued j Initials I Staff Initials I ._.. 1 Summary of Revision: Summary of Revision: Received By: Received By: I Revision No. I Date Received I Staff Initials I Date Issued I Staff Initials I ._.. 1 1 1 Summary of Revision: Received By: Received By: Revision { Date No. I Received I Staff Initials I Date Issued I Staff Initials 1 Summary of Revision: Summary of Revision: Received By: Received By: I Revision ` No. Date Received Staff Initials I Date Issued I Staff Initials 1 1 Summary of Revision: Received By: PROJECT NAME: /111F TAMP Site Address: 1'& Ml f't-o. AAY4 -- Origln Issue Date: REVISION LOG PERMIT NO:. n (please print) (please print) (please print please print please p -4--co o City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Fax: 206 -431 -3665 Web site: http: //www.ci.rukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. , Date: /11 Plan Check/Permit Number: D o - 3 z et ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # a Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Sea -' !- l e' T n Project Address: j e YY ( � / � t A L 4 / � r �/ Contact Person: O ("\-"- , ' ` S c\ c ( >�h3SSl�daer: Z �Z ?_ y — t(3 / Summary of Revision: / W A—�. ( �Jctc c� et - � S 'tc� � et i � �� �`� �� e a �� "� . ' 0 r — a Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: /jk IAi Entered in Permits Plus on ((I,1 A l & LI \applicationsUbmts- applications on line\revision submittal Created: 8- 13.2004 Revised: Steven M. Mullet, Mayor Steve Lancaster, Director Stomp CITY on T omtit NO 0 3 2666 NERMAT °ENTER City of Tukwila Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: /0/1 7 / ° G Plan Check/Permit Number: D06 -329 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 RECEryth ❑ CITYOF�Kyu Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner OCT 1 8 2006 PERMITCE►y7 Project Name: Seattle Tarp Project Address: 18449 /C a ;--4 scade / Av S C s Contact Person: 3'oL.\1 / 1 a3(7 C ! /-,4-...s. ®N 1 e rot) f Phone Number: o w — - S I / (0t8 Y e- Summary of Revision: 1. rt". , rk / ^a ° S F - I _Cc ip ty Z,) - -4�(e4 Z" ertsr _e rt. s- e , 1) c 1-, „i r (- •--(1.- r SheetNumber(s): V . Or 1 A t / 1 �/ 4 `t z/ A ' 4%), r "Cloud" or highlight all areas o revision includ ng date of revision Received at the City of Tukwila Permit Center by(' y: ( II U Entered in Permits Plus on 1V( [1' 4 \applications Worms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 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 Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Ir Response to Incomplete Letter # 1 ❑ Response to Correction Letter # C IIYOFT U V KW ILP El Revision # _after Permit is Issued SEP ❑ Revision requested by a City Building Inspector or Plans Examiner 2 2006 G PERMITCENTER Project Name: 3EF* / &a p A - Project Address: 15 49 t,, cocle Av- Contact Person: o � ( vYt .(,!rcuj s Phone Number: , Z 3 g 27- 3300 Summary of Revision: Ite wt s rip k esInd h RA) are wide red dZ s e.a -non P.3 pzen ide PW 06 -I i9 si- thn44:Eted ou ,9 /io /oc to eatb/ c Woi/cs 9 ,2 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.cttukwila.wa.us Plan Check/Permit Number: Steven M. Mullet, Mayor Steve Lancaster, Director bO6 -32 3 Sheet Number(s): "Cloud" or highlight all areas of revision including date of evision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on O l (/ \ applications \forms-applications on line\revision submittal Created: 8 -13 -2004 Revised: Jennifer Ma(shall - Seattle Tarp D06- 329 ;nq _ - P 1 Ration submittals mast bean:waledlupenon Drag Penny Cain. Rerbfons toltnor beaecepedthrough / 1 the mug, far, eta 1 Date; 1 / z1 ( 0t' Plan Chock/Permit Number: 111 Response to Incomplete Letter 11 ❑ Response to Correction Letter d City of Tukwila Department of Communlly Development 6300 Southcenter Boulevard, Suite 6100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 706431.3663 Web site: kr //www.l rukwitawam Steven M. Musa, Mrryor Sieve Lancaner, Director ❑ Revision g after Permit is issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Se-4444 � C�A' - � -.p Project Address: I ISI Y '1 . s, Contact Person: \ �W�r q , G A Se 40 e f7 Pte Phone Number. 7-6 I^ '( Q.7' Suknmary of Revision: ( t • G � � ,. �� C �^ t' '- crv-I' 4 s r '7 is been) Air hLST. e� ,}-� t`a�y\ ptt.a j-1— E- P w©6 -- rt Sheet Nomber(s): "Cloud" w Mahaghr elf arras of revision Including date of revision Received at the City otTukwila Permit Center by ❑ Entered in Permits Plus on lees h W oeNamt -W eawxm w tm4cvwun rdvna W Care& 4134004 Utast Kind of Fixture Fixtur Units No. ol Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheiwasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Z - 7 Sink, Clink flushing 8 8 Sink, kitchen 3 2 1 Z, Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 1 2 Water closet, tank or valve, 1.6 GPF 6 3 Z 6 Water closet, tank or valve, >1.6 GPF 8 4 Non - Residential Sewer Use Certification (To be completed for all new sewer Connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) Pursuant to King County Code 28 84 all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge Is to recover costs of providing sewage treatment capacity for (Please Print or typist Owner's Name J A M c el /" EsJ (last, Finn, Odle Initial) Subdivision Name SPh4 • t P� Lot # 8 f —1 L Subdiv. # 77Upgl t fo k Block # Building Name (if applicable) /� —' � p C Property Street Address j b 4 l f q C 4 t- 4c t o 4-jrL City, State, ZIP T LS 74 Owner's Phone Number (20(o) Y IMF -- S 5 7 Owner's Mailing Address (if different from abov 2, 5i Co) Zn 1 - L A.1 4oe. Sn 41 - 1 074 9'S 6-$ A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equiva ent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units - 20 Total Fixture Units / b e RCE 1058 (Rev. 1/03) White - King County new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684-1740. Property Tax ID# 1 69 0 co Le 0 Party to be Billed (it different from owner) r4-U K r Party's Mailing Address: izMBr€ ta .-c..t-b.4As A' e. s, S fv4 �G r 3* ,S /6$ City or Sewer District t LA M. W f (.q Date of Connection 11�� y Side Sewer Permit # IJ & �o - s . � s - t or Property Contact Phone # RS) a. tl f r1 —73 SL Demolition of pre- existing building? 0 Yes Ee Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) _ ' orC 187 T I )KWiLP CITY C. Total Residential Customer Equivalents: (add A & B) A B King County Department of Natural Resources and Parks OCI 1 f 7006 PERMIT CENTER CORRECTION LTR #�-- RCE r 2P1 I certify that the information given i correct. 1 understanndd that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data f determination of a revised capacity charge. Signature of • At Representativ Print Name of Representativ ter Date h Yellow - Local Sewer Agen Pi k - Sewer Customer . ®,.z. License Information License SUPERBI112D2 Licensee Name SUPERIOR BUILDERS INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601164748 Ind. Ins. Account Id Business Type CORPORATION Address 1 PO BOX 1849 Address 2 City MILTON County PIERCE State WA Zip 983541849 Phone 2535731698 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/22/1989 Expiration Date 3/4/2007 Suspend Date Separation Date Parent Company Previous License SUPERC* 121 PP Next License Associated License Business Owner Information Name Role Effective Date Expiration Date SCHWEITZER, JOHN M 01/01/1980 SCHWEITZER, DEE A 01/01/1980 Look Up a Contractor, Electn^ian or Plumber License Detail Page 1 of 3 Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Bond Information Bond #4 Bond Company Name OLD REPUBLIC SURETY CO Bond Account Number YL1223457 Effective Date 03/04/2002 Expiration Date Until Cancelled Cancel Date Impaired Date Bond Amount $12,000.00 Received Date 12/20/2001 https://fortress.wa.gov/Ini/bbip/printer.aspx?LicenseSUPERBI 11 2D2 10/20/2006 x x x x x x x x x x