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HomeMy WebLinkAboutPermit D08-278 - SGS GLASS CO - STORAGE RACKSSGS GLASS CO 3425 S 116 ST D08 -278 Parcel No.: 1023049043 Address: 3425 S 116 ST TUKW Suite No: Tenant: Name: SGS GLASS CO Address: 3425 S 116 ST , TUKWILA WA CittAbf Tukwila Owner: Name: TTA/E PROPERTY TAX DEPT 207 Address: PO BOX 4900 , SCOTTSDALE AZ 85261 Phone: Contact Person: Name: STEVEN EDWARDS Address: 8441 S 228 ST , KENT WA 98031 Phone: 253 222 -7946 Contractor: Name: CEDAR RECYCLING INC Address: 411 W VALLEY HWY S , PACIFIC WA 98047 Phone: (253)804 -0404 Contractor License No: CEDARRI981CM DESCRIPTION OF WORK: INSTALLATION OF 2 BAYS OF STORAGE RACKS Value of Construction: Type of Fire Protection: Type of Construction: doc: IBC -10/06 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 DEVELOPMENT PERMIT $0.00 Fees Collected: $269.33 International Building Code Edition: 2006 Occupancy per IBC: * * continued on next page ** Permit Number: D08 -278 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Expiration Date: 02/14/2010 D08 -278 Printed: 06 -02 -2008 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and ed this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied , whether specified herein or not. doc: IBC -10/06 City 4Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us N Print Name: • Permit Number: D08 - 278 Issue Date: 06/02/2008 Permit Expires On: 11/29/2008 Date: W2W ) 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 performance of work. I am uthorized to sign and obtain this development permit. p Signature: Q O i , - Date:6-77'L This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D08 -278 Printed: 06 -02 -2008 Parcel No.: 1023049043 Address: 3425 S 116 ST TUI{W Suite No: Tenant: SGS GLASS CO 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http://www.ci.tulcwila.wa.us PERMIT CONDITIONS Permit Number: D08 - 278 Status: ISSUED Applied Date: 05/13/2008 Issue Date: 06/02/2008 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 5: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 6: 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. 7: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 12: High -piled combustible storage is combustible materials in closely packed piles more than 12 feet in height or combustible materials on pallets or in racks more than 12 feet in height. For certain special- hazard commodities such as rubber tires, plastics, some flammable liquids, idle pallets, etc., the critical pile height may be as low as 6 feet. (IFC 2302) 13: Nominal 6" transverse flue spaces between loads and at rack uprights shall be maintained in single row, double row, and multiple row racks. Random variations in the width of flue spaces or in their vertical alignment shall be permitted. doc: Cond -10/06 D08 -278 Printed: 06-02 -2008 (NFPA 13- 12.3.1.13) • 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 14: Aisles in sprinklered buildings shall be a minimum of 44 inches (1118 mm) wide. Aisles shall be a minimum of 96 inches (2438 mm) wide in high -piled storage areas exceeding 2,500 square feet (232 m in area, that area accessible to the public and designated to contain high- hazard commodities. Aisles shall be a minimum of 96 inches (2438 mm) wide in areas accessible to the public where mechanical stocking methods are used. (IFC 2306.9.1.1) 15: The required aisle width shall extend from floor to ceiling. Rack structural supports and catwalks are allowed to cross aisles at a minimum height of 6 feet 8 inches (2032 mm) above the finished floor level, provided that such supports do not interfere with fire department hose stream trajectory. (IFC 2306.9.2) 16: Warehouses designed for high -piled stock shall establish and maintain aisleways of not less the 44 inches to provide access to all exits and fire department access doors. (IFC 2306.9.1.1) 17: Storage shall be maintained 2 feet or more below the ceiling in nonsprinldered areas of buildings or a minimum of 18 inches below sprinkler head deflectors in sprinldered areas of buildings. (IFC 315.2.1) 18: 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) 19: 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) 20: 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) 21: 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) 22: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinlder heads. (IFC 901.4) 23: 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) 24: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 25: No point in a building may exceed the maximum exit access travel distance listed in Chapter 10, section 1015, Table 1015.1 of the International Fire Code and International Building Code. doc: Cond -10/06 D08 -278 Printed: 06-02 -2008 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us 26: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 27: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 28: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 29: To schedule all construction fire - related inspections send an e -mail to fireinsprequest @ci.tukwila.wa.us. Include your name, telephone number, permit number, project name and address and type of inspection requested. 30: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 31: These plans were reviewed by Inspector 0700. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** D08 -278 Printed: 06-02 -2008 Signature: 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 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 D08 -278 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. Print Name: Date: 64/o ordinances governing or local laws regulating Printed: 06-02 -2008 SITE LOCATION �, King Co Assessor's Tax No.: Site Address: 314 2 � j 5 , 1 t. 5t-1 514 it 12uite Number: ( Z,5 Floor: Tenant Name: 5,G CLA c c. New Tenant: [>... Yes Property Owners Name: R J2 L� E -`- p y ON N wkcA "e Mailing Address: 2-C C(i\ re u. tj O A i v v? 5 u /`-;1 ` z.o 0 Ma a A I/ U074-4 (4' ►4 r155t 65 City CONTACT PERSON who do we contact when your permit is rea to beissued` Name: Sieve.) u.I# jz.i7SS Mailing Address: r {j44 / 5 2 Z.% h, E -Mail Address: r-o..\ U. 5 Ls *55 cool GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: `'� t 1 IA) e ViA J r' t'�1 `�, w ,,, { S .45 Contact Person: N Ct \ ci `y t + Niv CAP. U. E -Mail Address: Contractor Registration Number: & 1.2,4 Ri? f C( ¶3 I C:- rA ARCHITECT OF plan Must be vet stamped by Arch Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: GINEER OF RECORD - All plans must be mped by Enginee Company Name: tRorcic O -Pc;i c t 6hict / iti w e 4,-r ►V ej Mailing Address: 14 1 Z. IN ' S 'r% 0.V 4i t.c.{ Contact Person: n,ikRyki the 0 4- A J t t1 E -Mail Address: - CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.citukwila.wa.us Q:\Applications\Porms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Building Permit No. Mechanical Permit No. Public Works Permit No. No. Plumbing, (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 ** Day Telephone: City Fax Number: State State Zip State Zip 26 3 f3 54 9h 51 ..No 2—c33 2 Lz 1 qq1,2 w Sxo31 e"C1•F'lC WeS 9%47 ity State Zip Day Telephone: 66 k l (; q t 3 cr .t' Fax Number: .� 6) )501- Z 702.- Expiration Date: Zip 5 - i jii .‘ 4 ..... t. 2 _ 6 4 _ d -L, a a_ q i 2.0v City State Zip Day Telephone: , a i o 2i(, 35 t U Fax Number: (j t 5' `) 4 (? 3 `' 1 3 Page 1 of 6 BUILDING PERMIT INFOR'ION - 206 -431 -3670 Valuation of Project (contractor's bid price): '. ' 5 (-( () _ t= G Scope of Work (please provide detailed information): alas _ c7 PO Sr e 131A g 5 % b r l0►c Will there be new rack storage? ❑.... Yes Existing Building Valuation: $ 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1 Floor 2t`° Floor 3i° Floor Floors Basem Accessory Structure Detached Garage Attached Carpo Detabhed C Covered Decl Uncovered Deck for Remodel Addition to Existing Structure Iype of struction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PRQTECTION/HAZARDOUS MATERIALS: Q Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 x II" paper including 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:\Applications\Forms- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOT — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Print Name: 9T E. uEiLl T C- ,M)442 S Date Application Accepted: NER OR ASTHORI , D AGEDI�T: Mailing Address: 414 C `5 6G Q:\Applications\Forms - Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date:' 5113165 Day Telephone: 2_ 3 Z-2.."2- 7t L 4 - 6. 6 r rte_. 031 City State Zip Date Application Expires: 1114912 Staff Initials: Page 6 of 6 Fixture Type: Qty Fixture Type: Qty ixture Type: Qty Fixture Type: Qty Bathtub or combination bath /shower Drinking fountain o - ater cooler (per head) h fountain Gas piping outlets Bidet Food -waste gri . . er, commercial Recep indirect waste Clothes washer, domestic Floor drai Sinks Dental unit, cuspidor Shower, ngle head trap Urinals Dishwasher, domestic, with independent drain Lavat, " Water Closet Building sewer or trailer park sewer R. water system — per • ain (inside building) Water heater and /or vent Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors ' epair 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 'nlets /outlets for specific gas PLUMBING AND GAS PIPING - ERMIT INFORMATION - 206 - 431 --670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Valuation of Plumbing w • (contractor's bid price): $ Valuation of Gas Piping wor contractor's bid price): $ Scope of Work (please provide . , ailed information): Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and /or gas piping outl Q:Wpplications'Forms- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh be' Sewer: '" City Day Telephone: Fax Number: Expiration Date: installed and the quantity below: State Zip Page 5 of 6 Parcel No.: 1023049043 Address: 3425 S 116 ST TUKW Suite No: Applicant: SGS GLASS CO Receipt No.: R08 -01608 Initials: JEM User ID: 1165 Payee: SGS GLASS CO., INC. • 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 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19397 269.33 ACCOUNT ITEM LIST: Description BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000/322.100 000/345.830 000/386.904 RECEIPT Account Code Current Pmts Total: $269.33 S Permit Number: D08 - 278 Status: PENDING Applied Date: 05/13/2008 Issue Date: Payment Amount: $269.33 Payment Date: 05/13/2008 02:32 PM Balance: $0.00 160.50 104.33 4.50 2360 05/13 9711 TOTAL 269.33 doc: Receiot -06 Printed: 05-13 -2008 COMMENTS: ( kt .7-C-- IA :.0 L Type of Inspection: / / 1 L-- ti ke) . .? spa. �1pk. rr-Ape (4 f - g , - S 0'h J." ; _) , �� . u . Special Instructions: u ( p.m. Requester: Phone No: -22 Project: 6 Type of Inspection: / / 1 Ajels; Addle ;s � //6 Date Called: Special Instructions: Date Wanted: cr:� to AO ( p.m. Requester: Phone No: -22 INSPECTION RECORD Retain a copy with permit Inspec IDate:/ bee --278 INSPECTION NO. PERNjIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: COMMENTS: Type of Inspec ion: PI r 61)L .r .SL1f Lt 4 I L A-( , tisp e- T 3 v kike.4. > p - e.. a "S e-tr ti-A ba f c d r Q 6 Phone No: ZZZ iii co L k ( , oe. /L/ /ute.,....A re ;re, S. n.l4 e r) A ezz , /LAZ c'1 1 l /7,o 0 6 0,, /` 1..1 fr ' .i2 1 44: (. 4- i Proj Type of Inspec ion: Address: t J j Z , .. S .h -•i 1 1f lQ 4 Date Called: , /T\ Special Instructions: Date Wanted: r t0 06 p.m. Requester: Phone No: ZZZ iii co 4:0 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 0 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit D - 2 1. 1 PERMIT NO. (206)431 -3670 orrections required prior to approval. id ❑ $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I ns pect9"r: ) I Date:1 f � r 'Receipt No.: 'Date: Prcs.t c a , / s 5 Type of lnsl�ctN i / Ada 7 � / Date Called: Special Instructions: Date Wanted: / ✓De ,..._ a Requfer: Pho a No' .;3 - 22-2 --' If INSPECTION NO. INSPECTION RECORD Retain a copy with permit 7e PERMIT PERMIT NO. CITY OF TUKWILA BUILDING DIVISION ;C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ( t J) c! C d G A-G Inspe for Date: / 4 ''d n/ 1p 6/k ID $58.00 REINSPECTION FEE REARED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: 'Date: ik. _s44,40:411..ae !.b.e.s °wf�:' Project: 3G c 6-6- _s, Co Type of I c- spection: Address: 310_ s Suite #: i a 5 1 16 1-'- -- Contact Person: 'r e {gig tr' Special Instructions: ....... Phone No.: .953 - tea' - ,iti Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: - Permits: . . Occupancy Type: INSPECTION NUMBER • INSPECTION RECORD Retain a copy with permit CITY OF TUKINILA FIRE DEPARTMENT FA IWoved per applicable codes. Word /Inspection Record Form.Doc 1/13/06 2 - .27,6 PERMIT NUMBERS 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Corrections required prior to approval. $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D..Form F.P. 113 COMMENTS: — . a , . . . r . -1,. .��. - - - F ._ ..._... _ • . - -. . r. r_ - .., s..; • . - - - Inspector: Date: (, r /d1 Hrs.: Q om_ L KIRKLAND, C ASCADE TESTIN LABORAT INC. TESTI & INSPECTION /►5 12919 N.E. 126TH PLACE i,A WASHINGTON 98034 (425) $ 3 - 9800 EVERETT F + 1(4Z 9 -0817 FIELD REPOR 1 UN VVV S G ics� PREVIOUS 13 3 0 6 4 REPORT No. NO. DATE b J / / u� GERM ,,,[J�,� / (� /�•J� TO PROJ - c LOCATION 425 S �\b sic \,...) N C. 3 ticgs-- �� \i I / / / -/ } / -- ', _T t� ��+ r // V GJ I , p J BLDG. PERMIT NO. ] /��j Ve '• e 2.1, Ll OWNER C M �Q� (� '� (A '1 e [.814'3 WEATHER TEMP. AM @ PM ENGINEER 0 k eX -Y ATTN: ARCHITECT CONTRACT!$ @Y\ V S (---- --a.0) ) ( INSPECTION PERFORMED RESTEEUCONCRETE LATERAL WOOD (3) ITEMS INSPECTED _ FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS SLAB _ RESTEEL ONLY — — RESTEEUMASONRY STR.ST/WELDING _ _ COLUMNS — WALLS BEAMS _ EP Y STR.ST /BOLTING — V OTHER V � C. — — LOCATION (AREAS) CAA" Vi OC -%, \ \ 'eV es S.\-.e\.-C-- A/Cv& (5) CONCRETE/MASONRY SUPPLIER MIX NO. DESIGN STRENGTH (f'c) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CON NT ( SPECIMENS CAST %) CYLINDER REPORT NO. YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS: REVISED 12!07 QA V■b\ d Gv� c `3 � t. \ G�� \(°(1 vQ & , fir. k 4cek TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY - COPIES TO J , r L. k_ 6' /2S • June 9, 2008 Cert No. 0806 -17 CASCADE TESTING LABORATORY, INC. TESTING S INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: SGS Glass 3425 S 116 Permit N .D08-278 Dear Mr. Larson: This is to advise you that the following inspections were completed per our reports for the above referenced project and permit. Please see the attached report for actual details of the inspections performed. 1. Expansion anchor bolt installation Ji'`.i I. 2068 COMMU0 :71 DEVELOPiruE:ti1T All inspections, only as inspected and reported, conformed to Tukwila Building and Land Development approved plans, specifications, UBC/IBC and related codes and/or verbal or written instructions from the Engineer of Record. Our only report is dated 06 -06 -08 and is number 133064. Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini Vice President KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 — y f izsztVE1D23 -2203 EVERETT: (425) 259-0817 TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN PULL. WIN- OUT THE WRITTEN APPROVAL OP CAOCADC TESTING LABORATORY. INC. REVISED 12Ip7 CASCADE TESTING LABORATORY, INC. TESTING 6 INSPECTION 12919 N.E. 126111 PLACE KIRKLAND, WASIONGTON 90074 EVERETT (425) 259-0817 INSPECTOR SIGNATURE SIGNED BY RECEIZO TO: SG G 1 ATTN. ApM AIIK C: ( INSPECTION PERFORMED - RE &TEEUCONCRETE - RESTEEL /MASONRY — EP.. (Y - OTHER ci ki (4) LOCATION (AREAS) LATERAL WOOD RESTEEL ONLY STR.STNWELDING STR.STNBOLTING C� eAc CONCRETE/MASONRY BUDPLIER SLUMP (INCHES) AIR CONSENT (%) MIX NO. TED — MO — ITEM$ INSPECTED WERE IN CONFORMANCE WITH BLDG. UtPI. APPRUVEU PLANS COMMUN11 i Il #EIA Plia1 DATE I � / PROJE / &5 T (A I\o C �vK L.a BLOC. PERMIT NO. ER WEATHER ENGI EEC O TEMP. a-ifk t r- „,,,4. AM PM ARCHITECT cONTRAceJ Sv C e ( ITEMS INSPECTED FOOTINGS _ AUGER CAST PILES -r. DRILLED PIERS C-I�n OC - CERT. NO. _ n c/(; --1 — FOUNDATIONS _ SLAB COLUMNS — WALLS - OEAM3 DESIGN STRENGTH (ro) TOTAL CU. YD. PLACED SPECIMENS CAST CYLINDER REPORT N0. FIELD REPORT •I`' t i PREVIOUS REPORT No. i! IPA(; VP 'j );\ 4i\ c `C. \a1 \ ” L4--4\ to S1 GSM G\-00 r,s- , `f'� -�� ,Npee c„\\ \col Q42 & C-tti k . �' CQei, V INSPECTOR(S), NAME(S) PRINTED COPIES TO: _ X V: Ir - N 133064 REFERENCE FOR STRENGTH REDUCTION FACTORS a Load Combination Including Seismic Effects Load Combination Excluding Seismic Effects ACI 318 Section D.4.4 1.1 1.4 ACI 318 Section D.4.5 1.2 1.55 Page 3 of 16 ESR -1771 4.1.10 Structural Lightweight Concrete: Where structural lightweight concrete is used, values determined in accordance with ACI 318 Appendix D and this report must be modified in accordance with ACI 318 Section D.3.4. 4.2 Allowable Stress Design (ASD): 4.2.1 General: Design resistances for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC, must be established using the following relationships: T allowableASD = (1)N / a and V anowable,ASD = where: TellowableASD VellowableASD ( I ) Nn 4V / a = Allowable tension load (lbf or N). = Allowable shear load (lbf or N). = The lowest design strength in tension of an anchor or anchor group as determined in accordance with ACI 318 Sections D.4.1.1 and D.4.1.2, and Section 4.1 of this report (lbf or N). (kV, = The lowest design strength in shear of an anchor or anchor group as determined in accordance with ACI 318 Sections D.4.1.1 and D.4.1.2, and Section 4.1 of this report (lbf or N). a = A conversion factor to be applied as follows: The requirements for member thickness edge distance and spacing, described in Table 1 of this report, must apply. For load combinations that include seismic, the value of Tau.wable,ASD and VailowableASD must be multiplied by 0.75 in accordance with ACI 318 Section D.3.3.3. Allowable loads for single anchors in tension and shear with no edge distance or spacing reductions are given in Tables 5 through 13. These allowable loads were derived using T allowable,ASD = 4N n I a and VallowableASD = 4 V n l a with the appropriate strength reduction factors from Tables 2 and 3, and the a factors provided in this section. 4.2.2 Interaction of Tensile and Shear Forces: In lieu of ACI 318 Sections D.7.1, D.7.2 and D.7.3, interaction of tension and shear loads must be calculated as follows: If Tepplled S 0.2 T.„ then the full allowable strength in shear, Vellowable,ASD, must be permitted. If Vappled s 0 . 2 VaUowableASD , then the full allowable strength in tension, TauawablQASD, must be permitted. For all other cases: T / T allowable,ASD + Vapplied / Vallowable,ASD s 1.2. 4.3 Installation: Installation parameters are provided in Table 1 and in Figures 2 and 3. Anchor locations must comply with this report and the plans and specifications approved by the building official. The Strong- BoItTM' must be installed in accordance with the manufacturer's published instructions and this report. Anchors must be installed in holes drilled into the concrete using carbide- tipped drill bits conforming to ANSI B212.15 -1994. The nominal drill bit diameter must be equal to the nominal diameter of the anchor. The minimum drilled hole depth must equal or exceed the specified embedment depth of the anchor. The drilled hole must be cleaned, with all dust and debris removed using pressurized air. The anchor, nut, and washer must be assembled so that the top of the nut is flush with the top of the anchor. The anchor must be driven into the hole using a hammer until the proper embedment depth is achieved. The nut and washer must be tightened against the base material or material to be fastened until the appropriate installation torque value specified in Table 1 is achieved. For installation in the soffit of normal- weight or structural sand lightweight concrete over profile steel deck floor and roof assemblies, the hole diameter in the steel deck must not exceed the diameter of the hole in the concrete by more than '/ inch (3.2 mm). Installation torque values for anchors installed in the soffit of structural sand lightweight or normal- weight concrete over profile steel deck floor and roof assemblies, must comply with values in Table 4. 4.4 Special Inspection: Installations must be made under special inspection in accordance with Section 1704.13 of the IBC and Section 1701.5.2 of the UBC. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, hole cleanliness, embedment depth, concrete type, concrete compressive strength, drill bit diameter, hole depth, edge distance(s), anchor spacing(s), concrete thickness, and tightening torque. 4.5 Jobsite Quality Assurance: Where anchors are used for seismic or wind load resistance, jobsite quality assurance must conform to Sections 1705 and 1706 of the IBC. 5.0 CONDITIONS OF USE The Simpson Strong -Tie Strong- BoItrra Wedge Anchor described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The anchors must be installed in accordance with the manufacturer's published installation instructions and this report. In cases of a conflict, this report governs. 5.2 Anchor sizes, dimensions and minimum embedment depths are as set forth in the tables of this report. 5.3 The anchors must be installed in accordance with Section 5.1 of this report in cracked and uncracked normal- weight and structural sand lightweight concrete having a specified compressive strength, f' c , of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and in cracked and uncracked structural sand lightweight or normal - weight concrete over profile steel deck having a minimum specified compressive strength, f' c , of 3,000 psi (20.7 MPa). 5.4 The value of f' used for calculation purposes must not exceed 8,000 psi (55.2 MPa). 5.5 Loads applied to the anchors must be adjusted in accordance with Section 1605.2 of the IBC and Sections 1612.3 or 1909.2 of the UBC for strength design, and in accordance with Section 1605.3 of the IBC and Section 1612.3 of the UBC for allowable stress design. 5.6 Strength design values must be established in accordance with Section 4.1 of this report. 5.7 Allowable stress design values are established in accordance with Section 4.2 of this report. tOt79 BY G. OHANIAN f . DATE . 5 -8 -08 SUBJECT STRUCTURAL CALCULATIONS OF STORAGE RACKS FOR: SGS GLASS 3425 SOUTH 116th STREET, SUITE 01 mit No. TUKWILA, WA. 981 68 r PER IBC 2006 EDITION STORAGE RACKS CAPACITY: 2000 #/ ARM DRAWINGS: RD -13323 RAdK & EN(INEERINd do. 412 WEB T BROADWAY, QUITE #204 dLENDALE, CA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 I REVIEWED FOR CODE COMPLIANCE APP WED APP ;W WED MAY 2 8 2008 • ^ CALCS. 1 THRU 3 Ci7 Of Tukwila BUILDING FILE C J PY EXPIRES 12 - - SHEET NO. 1 JOB NO. RD -13323 RECEIVED err`' OF TUKWILA MAY 113208 VO? ICY G. GHANIAN DATE . 5 -8 -08 SUBJECT S5x10 ARM Pa 6 K 6x2 = 12 K 2 BOLTS Ma = 12 96 >48"K CONN. SEISMIC DESIGN S V— _ Rx1.4 WORK N G STRESS 96" y 96" FRONT VIEW I x =12.3 S x =4.9 F Y= 50 KSI. 3/4 "0 BOLT RAdK DENIC4N & EN(IINEERIN( do. 412 WE BT BROADWAY, BUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 M= 2.0 Kx24 "= 48 - K S R= 30- = 1.6 <4.9 IBC 2006 ASCE 7 (SEC. 15.5.3) S =1 (USGS WEB SITE, "SITE CLASS 0 ") 1 =1 R =4 BRACED W =D.L.+ 2 — L.L. SIDE VIEW LOAD PER COLUMN L.L.= 3 x 6x2 K =8 K W =.5 + 8 = 8.5 K D.L. L.L. SHEET NO. 2 JOB NO.. RD - 13323 V= 1x1x8.5 = 1 4x1.4 M 8.5 " +4 ") = 238" M s = 1.5 K x 170 "x.5x 1.15 = 146" 384"K By. OHANIAN DATE . 5 -8 -08 SUBJECT W8x21 COLUMN Fy 50 KSI An =4.5 S x =18.2 r =3.5 "X" BRACING GT r OF LENH BAR P = 1.5x3 x108 " -2 2 COL. 96 SPAN 5/8 "0 ROD A =.31 Ta = .31 x36x.6 = 6.7 >2.5 K 5/8 "0 BOLT Va = 6.4 K x1 .33= 8.5 >2.5 K BASE CONNECTION M BASE — 384 "K — KI = 2x170 _ rx 3.5 F = 15.4 KSI P =F 69 Max =Sx.Fb = 437 " M = (19.3 x4x5 ")x1.33 = 513 "K BASE 3/4 "0 BOLT RAdK DEOI(N & EN(INEERIN( do. 412 WE BROADWAY, QUITE #204 LENDALE, dA. 91204 TEL:(818)240 -3810 FAX:(818)240 -3813 COMBINED STRESS RATIO P M = 8 _ 5 + 384 = 1.0<1.33 P M 69 437 OVERTURNING TOP LEVEL LOADING MOT = 146 "K NOT = • 25 Kx 170 " = 26 " MR = 8.5 K x24" = 204"K NO UPLIFT MR = 1.9 "= 45 "K USE (2) -1/2 "0 ANCHOR PER BASE (ONE AT EACH END, 3 1/2" EMB.) SIMPSON STRONG BOLT ANCHORS ESR -1771 OR APPROVED EQUAL L -3 "x3 "x3/16" HORIZONTAL BRACE 5/8 "0 ROD "X" BRACE TYP. 3/4 "0 BOLT 6 PLACES 5/8 "0 BOLT NO UPLIFT SHEET NO 3 JOB NO. RD -13323 PL • N F?E ACTIVITY NUMBER: D08 -278 PROJECT NAME: S.G.S. GLASS CO SITE ADDRESS: 3425 S 116 ST X Original Plan Submittal Response to Correction Letter # DATE: 5 -13 -08 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: p � i B ui Public Works g Divisi on DD An 5 ;2�I o Ire Prevention t Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 Incomplete n TUES/THURS ROUTING: Please Route E Structural Review Required El REVIEWER'S INITIALS: P I Y ING SLIP Planning Division ❑ Permit Coordinator DUE DATE: 5-15-08 Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Not Applicable No further Review Required ❑ DATE: DUE DATE: 6-12 -08 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: License Information License CEDARRI981 CM Licensee Name CEDAR RECYCLING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602084893 Ind. Ins. Account Id 84939604 Business Type CORPORATION Address 1 411 W VALLEY HWY S Address 2 City PACIFIC County KING State WA Zip 98047 Phone 2538040404 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 2/14 /2002 Expiration Date 2/14 /2010 Suspend Date Separation Date Parent Company Previous License Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #1 RLI INSURANCE COMPANY SRS1002727 02/13/2002 Until Cancelled $12,000.00 02/14/2002 Business Owner Information Name Role Effective Date Expiration Date ECK, JERALD D PRESIDENT 02/14/2002 Look Up a Contractor, Eleclin or Plumber License Detail Washington State Department of Labor and Industries 1 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. 1 so Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= CEDARR1981 CM 06/02/2008 B.PL. 4' BOLT TYP. m a 3 "x2 3/4' TAB 5/8 "0 BOLT TYP. 3 TO COL 1 V • iiii i wiarrosior =CO -i o . . L -3 "x3 "x3/18" HORIZ. BRACE ROD i n i S5x 10 ARM SEC. F—F I E � A ms i " 5/8 "0 TYP f7 8 1/4 "x5 1/4 "x1/2" PLATE S5x10 ARM '/16 TYP. - y 1/16 � , C ■■. .. C 1 / 4 3/4 0 H.S. BOLT G 1 1/2" STIFFENER 6 PLACES I-• � / / » » 11 x5 x1 \ PLATE � TAB TO COL 1/4 /4 � 1 � � O 00 -- � I i , B.PL. TO COL 1/4 1/2" BASE PLATE CrIV o r:(1) - J <TYP 1/4 V W8x21 BASE iir L - 3 "x3 "x3/16" -' HORIZ. BRACE 8x21 `� � MN � . ..• • • 1 - •M- • •.I . 4• ♦. ;• . A ' + a • � ••.. 4. • •4 .. , .4 '� ♦ ,01_,U I SEC. D—D . � 5 /8" O ROD G SEC. C • —C E (2)-1/2"0 ANCHORS PER BASE 3 1/2" EMB. (SEE NOTE 4) . -.. SEC. E---E "X" BRACE DETAIL 0 BASE DETAIL 1, ARM DETAIL 2 96" 96" 8" 48" - Permit m review Approva' of the violation ' approved Bv 41r_ FILE COPY No. approval is sublect to errors end ornisskins. construction documents does not authorize of any adopted code or ordinance. R ;fit Field Copy and conditions is acknowledged: Date � / . City of Tukwila ISION BUILDING DIVISION II II II n T n 1 0 Ifl d II 1 :lII 1 n n I 4 IiIIb II II -/- ,, 0-, U © i 0 _ r r ,y _� ± � ; ��p� ;. � t' ,. ���� � I t _ RE `JISiONS 1 No chang s be m t o thA scone of work itut prior appa Tuk B uildin g a Divi and may include additional plan who of NOTE: Revisions will require a new plan submit review fees. 1 1.. 0 FRONT VIEW SIDE VIEW 117' -4" • \ NOTES• 1— DESIGN OF STEEL AND CALCULATIONS OF THE INTERNATIONAL 2 —STEEL FOR ALL SHAPES 3 —ALL WELDED CONSTRUCTION (E70XX ELECTRODES) 4—ALL ANCHORS SIMPSON 5—CONCRETE SLAB 5" 6— STORAGE RACK CAPACITY 7 —ALL RACK INSTALLATIONS A PERMANENT PLAQUE SHOWING THE MAXIMUM 8— STORAGE RACKS SHALL VERTICAL OF 1/2" STORAGE RACKS AS SHOWN BY THESE DRAWINGS ARE IN COMPLIANCE WITH THE REQUIREMENTS BUILDING CODE 2006 EDITION FY -50 KSI. ASTM A570 -85 GR.50 (EXCEPT AS NOTED) IN A SHOP OF AN APPROVED FABRICATOR STRONG BOLT (ESR -1771) OR APPROVED EQUAL THICK 2500 PSI. SOIL BEARING CAPACITY 1000 PSF 2000 #/ ARM SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS EACH NOT LESS THAN 50 SQUARE INCHES IN AREA PERMISSIBLE UNIT LOAD OF 2000 #1 ARM BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE IN 10' -0" OF HEIGHT RECEIVED e.11 OF 1'UKVIIILA MAY i i 3 2008 'E>2P,,iI C;ENTEs� DbP r 1 \ 73' -5" f 0 I .:)_. I ,4' - A REV, DATE REVISION off 'r o ` ' t RACE DESIGN AND ENGINEERING 412 WEST BROADWAY, SUITE #204 GLENDALE CA. 91204 16 10' X 0 F e�' • - - ti c .A ul SCALE: NONE DRAWN BY: _.4,u. X '~• ;: DATE: 5-7-08 .' .-4; ,' i . a + 33552 4i e r:► 4 � • �' ■ r, �, } . —_ PROJECT. S G S GLASS 3425 SOUTH 116th STREET, SUITE #125, TUKWILA, WA. 98168 1 u I V V T i LA YOU '' STORAGE RACK DETAILS Jog No. RD- -13323 SHEET NO. 1 OF 1 l EXPIRES 12. -26 - O9