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Permit D08-504 - VILLAGES AT SOUTH STATION - 6-STALL CARPORT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D08 -504 Villages at South Station — Carport C 1544238 th Lane South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 47 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. VILLAGES @ SOUTH STATION - CARPORT C 15442 38 LN S D08 -504 Parcel No.: 0043000335 Address: 15442 38 LN S TUKW Suite No: Contact Person: Name: CANDY FORD Address: PO BOX 2389 , BUCKLEY WA 98321 Phone: 360 829 -2838 Contractor: Name: CARPORTS OF WASHINGTON INC Address: PO BOX 2389 , BUCKLEY WA 98321 Phone: 360 - 829 -2838 Contractor License No: CARPOWI945BR DESCRIPTION OF WORK: INSTALLATION OF 6 -STALL CARPORT doc: IBC -10/06 Cityi lif 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 Tenant: Name: VILLAGES AT SOUTH STATION - CARPORT C Address: 15442 38 LN S , TUKWILA WA Owner: Name: SP TUKWILA L L C Address: 1201 3RD AVE STE 5400 , SEATTLE WA 98040 Phone: DEVELOPMENT PERMIT * * continued on next page ** Permit Number: D08 -504 Issue Date: 03/09/2009 Permit Expires On: 09/05/2009 Expiration Date: 01/19/2010 Value of Construction: $5,220.00 Fees Collected: $377.00 Type of Fire Protection: NO International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 26 D08 -504 Printed: 03 -09 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Permit Center Authorized Signature: Signature: Print Name: doc: IBC -10/06 City 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 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N „kW Permit Number: DO8 -504 Issue Date: 03/09/2009 Permit Expires On: 09/05/2009 Date: & 9 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the formance of work. I am authorized to sign and obtain this development permit. Date: 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 -504 Printed: 03 -09 -2009 Parcel No.: 0043000335 Address: Suite No: Tenant: doc: Cond -10/06 15442 38 LN S TUKW 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 VILLAGES AT SOUTH STATION - CARPORT C 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS * *continued on next page ** Permit Number: Status: Applied Date: Issue Date: 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. D08 -504 ISSUED 11/26/2008 03/09/2009 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: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: 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. 6: 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. 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. 10: 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. 11: 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. D08 -504 Printed: 03 -09 -2009 Signature: Print Name: • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work construction or the performance of work. doc: Cond -10/06 D08 -504 Date:3/ / /01 ordinances governing or local laws regulating Printed: 03 -09 -2009 r Name: CITY OF TUKWIL, Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hup://www.cLiulcwila.wa.us Company Name: C. arfOrS p ( rin -lor), I r)c. Mailing Address 0 . "Bag., a C Contact Person:LQ,e1� �jp ,,A E -Mail Addressat g par'( 0faRtShino ., . �a ie -) Company Name: 1)e..4- (1 Pi'yti nCer ,. Mailing Address3 & I s AVC ..�C.� Q: ApplicatienstFmms- Applications On IJnev -2006 - Pe mft Apphicetioaa« Revised: 9 -2006 bb Building Permit No. _ Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Vt C. King Co Assessor's Tax No.: 004 000 3 Site Address: I5 1 -1 "g-98 fact .o • ( i i ) Tenant Name: V I I let es al SO • O(\ New Tenant: El Yes El ..No Property Owners Name: J P TU.�WI la L.-C. Mailing Address: 120 , ( o I "u Aire._, , SLt✓ O 5 I ' F1c. 1_,L4 ci g ' 01 Zip Suite Number: Floor: City State CONTACT PERSON — who do we contact when your permit is ready to be issued raerl Day Telephone: �(zO- & 1 8-34s" Mailing Address 4 - ' - j- � g 27(,I..G .J ��l "1,8 3D // I City SD - O p State Zip E -Mail Address: 1 (�Caefao 1 i11 5CHU uJ 4 .I &r .".£ av gD FaxNumber:31 GENERAL CONTRACTOR INFORMATIO (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Ci State � -� rZi Zip Day Telephone 0' ac>1 ' ;e 33 Fax Number: • +-'>f • .D8'3' Contractor Registration Number: CiftepaArC1 Li 5 Aie_ Expiration Date: 1- I i o ARCH11'ECT OF RECORD — All plans must be wet stamped by Architect of Record Company Name: Mailing Address: city Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD — All plans must be wet stamped by Engineer of Record 4U a-al /AA 6 1 8t� City State Zip Contact Person� L>! e(5 On )� Day Telephone G 4 . - 137?) E -Mail Address: Fax Number: %Lone. Page 1 of 6 y \ BUILDING PERMIT INFOION - 206 - 431 -3670 Existing Building Valuation: $ Scope of Work (please provide detailed information): .-n. tIkz-hQn of to `Q.r' Valuation of Project (contractor's bid price): $ Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm \® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 181 No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ApplicationsTorms- Applications On Linel3 -2006 - Permit Applicotion.doc Revised: 9 -2006 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I Floor r Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport G IG Covered Deck Uncovered Deck y \ BUILDING PERMIT INFOION - 206 - 431 -3670 Existing Building Valuation: $ Scope of Work (please provide detailed information): .-n. tIkz-hQn of to `Q.r' Valuation of Project (contractor's bid price): $ Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm \® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 181 No If 'yes', attach list of materials and storage locations on a separate 8 -1 /2 "x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\ApplicationsTorms- Applications On Linel3 -2006 - Permit Applicotion.doc Revised: 9 -2006 bh Page 2 of 6 • • PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT 1 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 OWN UTHORIZED AGENT: Signature: Date: / oCe0S Print Name: V Day Telephon Mailing Address: • • Bi c30-41 Date Application Accepted: 1 1 1 zi L Date Application Expires: Q:\Applications\Forms- Applications On LineV3 -2006 - Permit Application.doc Revised: 9-2006 bh F lvt tot Staff Initials: Page 6 of 6 RECEIPT NO: R08 -03832 Initials: JEM Payee: SP TUKWILA LLC SET TRANSACTIONS: Set Member Amount D08 -504 D08 -505 D08 -506 TOTAL: ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES C* 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 377.00 555.10 645.50 377.00 SET RECEIPT • Payment Date: 11/26/2008 User ID: 1165 Total Payment: 1,577.60 SET ID: S000001135 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 36 1,577.60 TOTAL: 1,577.60 Account Code Current Pmts 000/345.830 1,577.60 TOTAL: 1,577.60 9973 11/26 9710 TOTAL 1577.60 Project / /4S TYPe o�tnsP . t �//, , 4441/ 4 Na �"l Address: Date Called: I 4 c ..... Special Instructions: / Date Wanted: .3 —1..7 Oc aGii p.m. Requester: Phone No: -;g6— g zs —2 -63. INSPECTION RECORD Retain a copy with permit Dd 6 g 1 INSPECTION NO. PERMIT 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. COMMENTS: r) 1`i\T (Ai (Y , Inspect r: It3 _ j ? -0 $60 :00 REINSPECTION FEE REQUIRED. Prior Co inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project: P/ //q 's 4 T //!7 Type of Ins ection: FOO f /A Addre s: J VV2 3g INS Date Called: Special Instructions: C'►'/MAIk -" / Date Wanted: 2 _ / /- a c p.m. Requester: Phone (D / No: �j -'Z 7 p 3 Q - O 25 c9.? Dec° INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4 r Inspe for: Dat - (( ---of LI $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: G]EOTECH CONSULTANTS, INC. CODE IL11�! SP Tukwila LLC 1201 — 3rd Avenue, Suite 5400 Seattle, Washington 98101 Attention: Whit Hamlin APP -'' t D MAR 0 3 2009 City' of Tukwila BUILDING DIVISION FILE COPY Permit No. Subject: Geotechnical Engineering Reconnaissance Proposed Carports Villages @ South Station Apartments 3724 South 154th Lane Tukwila, Washington INCOMPLETE LTR# 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747 -5618 FAX (425) 747 -8561 January 15, 2009 JN 08340 CIT OF TUKWILA JAN 2 9 2009 PERMIT CENTER Dear Mr. Hamlin: On December 31, 2008, . the undersigned Principal of Geotech Consultants visited the subject apartment site In Tukwila where some carports are proposed in existing parking areas. The test purpose of this visit was to observe the existing site foundations n +s, o o the the d of some The holes, and to develop opinions regarding the the recommendations and conclusions presented in th previous report are eexperien with other based }'ects�n the visual observations made during our site visit and on vicinity. Based on some information provided to us by Carports of Washington, we understand that four plan new carport structures are proposed on r�Build Buildings 7,1 1 a d t 12 t (iwo will be e. i near provided to us indicates the carports will be located nea Building 12). The carports will be founded l so the only earthwork earthwork needed will be for parking area will be left as -is below the carport structures, ncrete the construction of the foundations. The carport foundations grade. We + core ponded with theproject piles that are embedded approximately 3.5 feet below s per structural engineer who indicated to us that a bearing capacity of approximately f 200 p pound /foot has square foot (psf) is needed for the foundations. Also, a lateral bearing pressure also been used as part of the design described in Section 1805.7 of the International Building Code (IBC.). d If the scope of the project changes from wh d'ifications to the recommendations andlconciusionseof with revised plans In order to determine if mo this report are warranted. SITE CONDITIONS in e a • artment complex is located has 16 the north rtment buildings y and assoc ated east of areas for overall complex as p p arking. The complex slopes moderately downward to the east, and an existing d stream traverses the complex from northwest to southeast. JN 08340 Page 2 SP Tukwila LLC January 15, 2009 The area where the four new carport structurea�e be Alex. All the proposed carport reass r flat and on the highest side of the ap which are currently parking areas, are at relatively similar elevations. The areas between the parking areas and the buildings is generally land but r esdownward to the build .This adjacentto vered with sidewalks. at and at the building grade adjacent to Building P Buildings 11 and 12. An approximate 4-foot tall rockery Is located in the landscape area adjacent to a portion of Building 12. Carports of Washington drilled three test holes on the o west m side o f the site.a that The mounted to a maximum Bobcat in the area of the four proposed carports acent to drilled depth for all holes was 4.5 feet The upper �� 5soiL f The soils soil below the consisted of test Building 7 and 11 was medium - dense, silty sand . dense to dense, silty sand that was either native or fill. In the to dense conh tienat Building 12, it . appeared that all of the soil was fill that was in medium-dense CONCLUSIONS Competent soils, mostly fill that was apparently quite well compacted during the time of apartment construction, were found in the areas of the proposed found carport structure tructures• These soils are very suitable for support of the carports for the design bearing capacity of 2800 psf and the designed lateral bearing pressure of 200 psf /foo meet gered concrete. l where the .foundations are to be installed should be loosed soil prior to the pla cement accordance with Table 1613.5.2 of the 2006 �Qnted by Class Type D (Stiff Soil). l Thes'te within 100 feet of the ground surface is best represented found in the three test holes is not susceptible to seismic liquefaction because of their relatively dense nature and the absence of near - surface groundwater. LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions st s they ex hey existed ed at the time of our from those If anticipated, we should be advised at l a once so that we can are significantly different Unanticipated soil con dw these ditions are c are commonly conditions d encountered on on construc ion n sites. Su h unexpected conditions con frequently require making additional expenditures to attain a properly constructed project. ntatives This report has been prepared for the exclusive 0u Brecommendations and conclusions ae based of SP Tukwila LLC and their for specific application to this project ands t e on the site materials observed and on previous experience re with sites that professional h ave op n o f Silardefbved �n c The conclusions and recommendations accordance with current standards of practice within the limited scope of our services. No warranty is expressed or implied. GEOTECH CONSULTANTS, INC. SFY Tukwila LLC January 15, 2009 We trust that this report meets. your immediate needs for the proposed development. Please contact us if we can be of further service. DRW: Jyb cc: Carports of Washington — Roy Granger via email: roy@carportsofwashington. Respectfully submitted, GEOTECH CONSULTANTS, INC. D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS. INC. JN 08340 Page 3 FILE COPY Permit No DENNEY ENGINEERING, INC. 38809 191 Avc SE • Auburn, WA 98092 Phone & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS PROJECT 1/IL LA 6E5 @Sour-/ 57 3 72* So. /S4M Laile Ttkty /a WA 98/ 13Y E/Z D DATE /0/* 0? ' CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 - 2838 70-1119--Or RECEIVED an OF TUKWILA JAN 2 9, 1009 PERMIT CE • • REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 A-s City of Tukwila BUILDING DIVISION INCOMPVETE LT R # CDLI DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Roo( L o a ds Loads on Meta/ ,00icirzi OL 0.75 psf R00/ LL 25.00 psf (snow.) TL 2475124 La s an pccr l/✓2s DL 0.75 psf .Roo/h? 0.25 psf Pur /ins Uap pr Ba!°rie 4 4 o psi' DL Zeno ps 2500 psf 7Z 27.00 psf DATE. /D -l6 -0S PAGE 1 Vifiel lie 6" a t South Station 3 724 5o. /54h Lave Tukwila, u/A 76I&8 DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 DATE )0-- )b -e2S PAGE A. /629es at South Station ,3724 o. /54f�i Lave Tukwila, 1Lt/A 78[8"8' l(lD to : 1lbI d dn 56 / . 5 is force cvvu /yses Will he ,6cJsed Ora. standard 4-stall Carports Wi ti2 , re x 18 ft sta / /s. 7"h a nalysds wil / be va /rd -FOt ecleports Df of r .Stall gaane;rle5, . e. dtllers 'Lellesser ,ivezes, I.e. ft x16 ft, • • x IS etc, Wind aiz.a/ysi s iotll be 6asea ovz Expos WV e e, an tut' /l be 1/a /t'd for xp ost,c rE B 51.6t5, ling /ysis will 6e. Eased on V = `lo A p$e,, 3sec. lust a rtd w / /l be for V=85 mpA too . 3 TTRAAJS LER5E Wl,/b ■1 DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 lil/i 1d Analyses Rep': Zoe Zoo& and 4$tE 7-'OS the Me Sr:- �plirfi c / / v l e t A o d p & , r ASCE 7 -05 Se ow //09.x.2 I/e1. = .70 rr1 ,n1A Exp. C Roof slope. 4 6=42 Melh Pth ;id Force Resistrh9 Systpsn - 7ansverse HS Ve l projec ted areas (See pp. 3 gel-) p = ✓l .7 ps3o 21 7aW`e /100 9. G. 2.1(¢) (seep. 1.00 5u.ria ce �3o p, (psf ) A /2,8 /.5:5 L3 -- 6.7 r , -- 8.1 See p. C 8.5 10.3 l� — '4) -- 4.0 Wori z on ta/ projected areas — 8.8 --10.7 P•7 DATE /D— lb-ob' PAGE 5 (/27 /aces at South Statiovi ,372.4 ,So. /54/4 Lace Tukwila, LOA g else ps(psF —18.6 —10.6 --12.9 —F.2 See (p.7 Eve height = 7' Least Low ld%h9 d e.hsi i /8 2 ( 0 , 1 0 ) 0 8 ) or 2a = 2(0.4)(7) =.5,6' Use Adjustment Factor for Building Height and Exposure, A, Moan root E � ht 09 B 0 ( hel 15 J 1.00 MEM 1.47 20 1.00 . 9 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 _ 1.22 1.62 1.87 40 Main Wind Force Resisting System — Method 1 Figure 6 - (conl'd) I Design Wind Pressures Enclosed Buildings h560ft. Walls & Roofs ASCE 7-05 38 Main Wind Force Resisting System - Method 1 Figure 6 -2 (cont'd) I Design Wind Pressures Enclosed Buildings Simplified Design Wind Pressure, p. (psi) (Exposure 8 at h = 30 fl.. K„ = 1.0, wilh 1 a 1.0) Basic Wind Roof Speed Angle 11 (mph) (degrees) 3 85 100 105 110 120 01o5 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 •19.3 -15.1 10° 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3 -15.1 20° 1 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 -7.3 -19.3 -15.1 25° 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1 2 - -- - - -2.4 -4.7 -0.7 -3.0 - -- -- 3010-45 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 12.9 8.8 10.2 7.0 5.0 -3.9 41 - -4.5 -5.2 -6.7 8.5 -4.0 - 15.4 -8.8 -10.7 -6.8 -21.6 -16.9 -21.6 -16.9 15° 1 16.1 - 5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 20" 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 25° 1 16.1 2.6 11.7 2.7 -7.2 -9.8 -5.2 -7.8 -13.3 -11.4 2 - - -2.7 -5.3 -0.7 -3.4 - 3010 45 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 -4.3 4.8 -3.1 -5.1 -5.8 0 to 5° 1 15.9 -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 1 17.9 -7.4 11.9 -4.3 -19.1 -11.6 - 13.3 -8.9 -26.7 -20.9 15° 1 19.9 -6.6 13.3 -3.8 -19.1 -12.4 -13.3 -9.5 -26.7 -20.9 20° 1 22.0 -5.8 14.6 -3.2 - 19.1 -13.3 -13.3 -10.1 - 26.7 -20.9 25° 1 .19.9 3.2 14.4 . 3.3 -8.8 - 12.0 -6.4 -9.7 -16.5 -14.0 2 - -- - - - -3.4 -6.6 -0.9 -4.2 - - 3010 45 1 17.8 122 142 9.8 1.4 -10.8 0.5 -9.3 -6.3 -72 2 17.8 122 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -72 0 to 5° 1 17.5 -9.0 11.6 -5.4 -21.1 -11.9 -14.7 -9.3 -29.4 -23.0 10° 1 19.7 -8.2 13.1 -4.7 -21.1 -12.8 -14.7 -9.8 -29.4 -23.0 15° 1 21.9 -7.3 14.7 -4.2 -21.1 -13.7 -14.7 -10.5 -29.4 -23.0 20° 1 245 -8.4 16.1 -3.5 -21.1 -14.7 -14.7 -11.1 -29.4 -23.0 25° 1 21.9 35 15.9 3.5 -9.7 -132 -7.1 -10.7 -182 -15.4 2 - - - - -3.7 -7.3 -1.0 -4.6 - - 30 to 45 1 19.6 13.5 15.7 10.8 1.5 -11.9 0.6 -10.3 -6.9 -7.9 2 19.6 13.5 15.7 10.8 7.6 -5.8 6.5 -42 -6.9 -7.9 0 lo S• 1 19.2 -10.0 12.7 -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 1 24.1 -8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 20° 1 26.6 -7.0 17.7 -3.9 -23.1 -16.0 -16.0 -12.2 -32.3 -25.3 25° 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 - - -4.1 -7.9 -1.1 -5.1 3010 4S 1 21.6 14.8 172 119 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 21.8 14.8 17.2 11.8 8.3 -0S 72 -4.6 -7.6 -8.7 010 5° 1 22.8 -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 10 1 .25.8 -10.7 17.1 -6.2 -27.4 -16.8 -19.1 -121 -38.4 -30.1 15° 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 200 1 31.6 -8.3 21.1 -4.6 -27.4 -19.1 -19.1 -14.5 -38.4 -30.1 25° 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2 2 - - - -4.8 -9.4 -1.3 -6.0 - - 30lo 45 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 -9.0 -10.3 2 25.7 17.6 20.4 14.0 9.9 -7.7 8.6 -5.5 -9.0 -10.3 Unit Conversions -1.0 ft = 0.3048 m; 1.0 pat = 0.0479 kN /m Zones Horizontal Pressures A B G 0 Vertical Pressures E h 5 60 1t. Walls & Roofs F G H Overhangs GcH ASCE 7 -05 DENNEY ENGINEERING, INC. DATE lD- 16 -02 PAGE g 38809 191" Avc SE Vilki q e S c t Sou Y' St Auburn, WA 98092 `3 724 So /547% Lave no= S i Fax (253) 939 -1373 7 k ' / a 141A 78181 W /✓r o /OrCe.s 61 Mk!/FRS rr;r)5vev"se Zthi'io' /s, 5(5.6)(0.75)(2) -1-5.1(5.(0)(0.375)(?)-/-10.3(24-.8)(0-7-5) 7 e)(0.3 7r) _ ¢00 LOn9i zudina/ - 15.5 (S. &X 0.75 )0. )-f- 8.1(6.10(0.76) - /72* DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE 10 -1L -02 PAGE 9 Vl /gyres at South 5 ;3 724 So. /547%t Lave 7ukWjla, 14i14 78151 Seismic Force - Al (d&a6 /e Stress D .s ;9n Ref": 113C 2666 Sect. /60.6,3.1 and ?WE 7 -05 Sect, 2.4:I Mapped $peetra/ Acceleratton S = 425 F4i. /4913.50) .Z 20061 S S i t e C / a s s 1 ) 2 F = /. 5! Ta6/e /0/5.1.20) 5,-rt5 = 1. 56 (1.25) =1.7.6 4 1/.4. - 1 S = 2/3 srvts - 3 x 1. 9 5 = 1.30 L$. 11.4- -3 Seism iG Ues19 Category t? (.45CE 7-05 Ta6/e 11.6-1) .5e/s)111c Base Shear 14SCE 7 -0S U = C s W Es. /2.8 -- as -,5-Ds T= 1.00 R =2.5 E3. /2. -2 1 . 3 0 • •2.5 Load Com,b<natiort (,#e 7 -05 Sect. 2.4:0 4E6 17 -/- 0.7 E I = Cs W = 0.7 (0.52)(W) = 0.364-W (Seis rn t c Force t{5 3x 3 f u.1 =- 0,3641 + 48764-)64-).1 = 264 t co/'s Milne/ Confro /S fransverrs �S e m cantro /s / n r�fuc/,na y DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE /D —lb -oS' PAGE / V/7/cc/e6 at 50u /A Station .3724,50. /547* Lave 7TLtkwila, ktlA 78/s1 Uplift oh Mai, UJ,.'c►/ Fred R8sis6 S (fviw./F"is) Pnet. = ) • •rw /Z 30 A.= 1.21 .r =l. p -- /0.7fsc pe;r rab/e'16o7.,.2./(1) (5e rAeAl pnet = 406(1.2 10.7) = 12.y_ps � P Up l t Ft o vl Ca nit fiat a 1-L I e l a a Priet Zw ph, t 30 A.• -!.2 .7 =1. Oc. 1bne.e30 for Zone 3 Table /809.6.2.. 1(2) ('See,/. 11) Th. c.4 p.„e630 = /5.8 ,sf acid , 1?e t = 466(1.2005.8)=19.1 10s- Zone) l wind Basic Wind Speed V (mph) Is) 85 90 100 105 110 120 10 5.3 -13.0 5.9 -14.6 7.3 -18.0 8.1 -19.8 8.9 -21.8 10.5 -25.9 20 5.0 -12.7 5.6 -14.2 6.9 -17.5 7.6 -19.3 8.3 -21.2 9.9 -25.2 50 4.5 -12.2 5.1 -13.7 6.3 -16.9 6.9 -18.7 7.6 -20.5 9.0 -24.4 100 4.2 -I1.9 4.7 -13.3 5.8 -16.5 6.4 -IR.2 7.0 -19.9 8.3 -23.7 10 5.3 -21.8 5.9 -24.4 7.3 -30.2 8.1 -33.3 8.9 -36.5 10.5 -43.5 20 5.0 -19.5 5.6 -21.8 6.9 -27.0 7.6 -29.7 8.3 -32.6 9.9 -38.8 to 50 4.5 -16.4 5.1 -18.4 6.3 -22.7 6.9 -25.1 7.6 -27.5 9.0 -32.7 100 4.2 -14.1 4.7 -15.8 5.8 -19.5 6.4 -21.5 7.0 -23.6 8.3 -28.1 10 5.3 -32.8 5.9 -36.8 7.3 -45.4 R.1 -50.1 8.9 -55.0 10.5 -65.4 20 5.0 -27.2 5.6 -10.5 6.9 -37 6 7 6 -41 3 8 3 -45 5 9 9 -54.2 4.5 -19.7 5.1 6.3 -27.3 6.9 -30.1 7.6 -33.I 9.0 -39.3 100 4.2 -14.1 4.7 -15.8 5.8 -19.5 6.4 -21.5 7.0 -23.6 8.3 -28.1 10 7.5 -11.9 8.4 -13.3 10.4 -16.5 I1.4 -18.2 12.5 -19.9 14.9 -23.7 1 20 6.8 -II.6 7.7 -13.0 9.4 -16.0 10.4 -17.6 11.4 -19.4 13.6 -23.0 50 6.0 -11.1 6.7 -12.5 8.2 -15.4 9.1 -17.0 10.0 -18.6 11.9 -22.2 100 5.3 -10.8 5.9 -12.1 7.3 -14.9 8.1 -16.5 8.9 -18.1 10.5 -21.5 10 7.5 -20.7 8.4 -23.2 10.4 -28.7 1 1.4 -31_6 12.5 -34 7 14.9 -41.3 20 6.8 -19.0 7.7 -21.4 9.4 -26.4 10.4 -29.1 I1.4 -31.9 13.6 -38.0 50 6.0 -16.9 6.7 -1R.9 R.2 -23.3 9.1 -25.7 10.0 -28.2 11.9 -33.6 100 5.3 -15.2 5.9 -17.0 7.3 -21.0 8.1 -23.2 8.9 -25.5 10.5 -30.3 10 7.5 -30.6 8.4 -34.3 10.4 -42.4 11.4 -46.7 12.5 -51.3 14.9 -61.0 20 • 6.8 -28.6 7.7 -32.1 9.4 -39.6 10.4 -43.7 11.4 -47.9 13.6 -57.1 50 6.0 -26.0 6.7 -29.1 8.2 -36.0 9.1 -39.7 10.0 -43.5 11.9 -51.8 100 5.3 -24.0 5.9 -26.9 7.3 -33.2 8.1 -36.6 8.9 -40.2 10.5 -47.9 10 11.9 -13.0 13.3 -14.6 16.5 -18.0 18.2 -19.R 19.9 -21.8 23.7 -25.9 20 11.6 -12.3 13.0 -13.8 16.0 -17.1 17.6 -18.8 19.4 -20.7 23.0 -24.6 50 11.1 -11.5 12.5 -12.8 15.4 -15.9 17.0 -17.5 18.6 -19.2 22.2 -22.8 100 10.8 -10.8 12.1 -12.1 14.9 -14.9 16.5 -16.5 IR.1 -18_1 21.5 -21.5 10 11.9 -15.2 13.3 -17.0 16.5 -21.0 18.2 -23.2 19.9 -25.5 23.7 -30.3 45 20 11.6 -14.5 13.0 -16.3 16.0 -20.1 17.6 -22.2 19.4 -24.3 23.0 -29.0 50 11.1 -13.7 12.3 -13.3 15.4 -18.9 17.0 -20.8 18.6 -22.9 22.2 -27.2 100 10.8 -130 12.1 -14.6 14.9 -18.0 16.5 -19.8 I8.1 -21.8 21.5 -25.9 10 11.9 -15.2 13.3 -17.0 16.3 -21.0 18.2 -23.2 19.9 -25.5 23.7 -30.3 20 II.6 -14.3 13.0 -16.3 16.0 -20.1 17.6 -222 19.4 -24.3 23.0 -29.0 50 11.1 -13.7 12.5 -15.3 15.4 -18.9 I7.0 -20.8 18.6 -22.9 22.2 -27.2 100 10.8 -13.0 12.1 -14.6 14.9 -16.0 16.3 -19.8 18.1 -21.6 21.5 -25.9 10 13.0 -14.1 14.6 -15.8 18.0 -19.5 19.8 -21.5 21.8 -23.6 25.9 -28.1 20 12.4 -13.3 13.9 -15.1 17.2 -18.7 18.9 -20.6 20.8 -22.6 24.7 -26.9 50 11.6 -12.7 13.0 -14.3 16.1 -17.6 17.8 -19.4 19.5 -21.3 23.2 -25.4 100 11.1 -12.2 12.4 -13.6 15.3 -16.8 16.9 -18.5 11.5 - 20.4 22.0 -24.2 500 9.7 -10R 10.9 -121 13.4 -14.9 14.8 -16.5 16.2 -18.1 19.3 -21.5 10 13.0 -17.4 14.6 -19.3 110 -24.1 19.8 -26.6 21.8 -29.1 25.9 -34.7 20 12.4 -16.2 13.9 -18.2 17.2 -22.5 18.9 -24.R 20.8 -27.2 24.7 -32.4 50 116 -14.7 13.0 -16.5 16.1 -20.3 17.8 -22.4 19.5 -246 23.2 -29.3 100' 11.1 -13.5 12.4 -15.1 15.3 -18.7 16.9 -20.6 18.5 -22.6 22 0 -26.9 500 9 7 -10.R 10.9 -12.1 13.4 -14.9 14.R -16.5 16.2 -18 1 19 3 -21 5 42 Figure 6 -3 (cont'd) Net Design Wind Pressures Enclosed Buildings h560 ft. . Walls & Roofs Net Design Wind Pressure, N (psf) (Exposure a at 11 s 30 0. with 1. 1.0 and Ke - 1.0) Unit Conversions -1.0 ft = 0.3048 m; 1.0 psf = 0.0479 kN /m ASCE 7-05 1 / DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 I'honc & Fax (253) 939 -1373 Roof sh.eazI /r)y icor Grav/t y aplel Wind c5he Z'h/;)9 is .1/ R 36 29 ?a. or l/ /c West III -R/8 1 60 26'. * 1 W 2 75. - /of ., 93.4 '11/ /6 Co ir S 4. ^ 0 ac c ,z 1 Z2,343 psi < 41 psi 01( = / z) . /3; 01< '9�8' '�'si ' �'&D6 �s . ' O.O5 2 Gtie ' can'tj'1'evP:r^: Ao.r 141,V1 c, :GZ�Y4'tl' / !../ ' /' ' > 1 0 1 1 ' 'W i r d ) : 6 := ¢S' (1.3 3 ) 63, 78 45i, M r = • l 9 Z. At, 44; i 2 • • M• _= 26 0) _ 2oc * / 2. DATE /D- /b -DS' PAGE Ia VP /67 es at South Station ;3724 So. /54t4 Lace Tukwila, 141, 78181 Nett pos; ( ve 44 = 322 -2& = F Asc. F67.- o.6o(8o) 4 - 8 Asc Llse :5. 4:5 fdr S .aXlmuni Syess 15302.) .. ; 3 . ;4 'a iL D'r'62 sc OK • it' 26 & 29 Cadge Cladding iianels reaturing ZInca uIY1e®For Twice the lifel 2!incalume tombineS the strength of steel with the corrosion resistance of aluminum for twice the life of zinc CnalinKS. H R.36 is a through- fasteneth;eial panel wiles full 36' coverage. 1.IR -3(, is predelntinantly. used ii hidtist roof and wall a, plicalinns. l7 Wider Coverage Means fewer panel's to handle and install, saving Iinle and motley. CJ long spanning Capability; design provides Superior toast incl Span Capac:itiCS, s.,vIng money in Structural suppoil. 0 Quick. economical trim packages available as standard • Irin, pieces that tali be ordered by number. u Crimp Curving Available fora unique appearance. 0 High tensile steel panels in 29 and 26 gauge panels aviilable with the burnt chrutlf iIiig system at Zincalume". Plus. d Fibergliss skylight panels are availabli 16 matt;h the Pro- file of the metal panel:: I401•36 (Typical Roof Application) 1-40 016 • I . 3C, Nr,I ('n vrIart• ± (kCvelsetl 1114.3(1 (Typical Wall Appliralitn) Gauge 19 2f) w1. (Ibs/ft'1 0.911 0.74 54 14 5- 1- (inyfll (iny(i) line /(I) (In'/(q .0 23 .0502 .0562 1 .0592 .01195 .0025 .0039 .0030 4UILbING PRODUCTS tlicdnla,WJl W4114955. FAx 253.222.0791 'Wilma. CA 1100.2 »2.2461.909.123.0401 rAx 91n.n23.2425 13 DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc Si Fax (253) 939 -1373 374 4 - > / vR Li se_ *!2- -14 e-'< eSc '&4J 0 /2 " o. c. DATE /D -/b -i' ' PAGE 11 Villaiqes at South Station 37241/450. /547% Lave Tukwila, MIA 78181 Sheet t /l/r7 , Cove vz e C &, (or GIJr ✓r C1��/f t Load fl ex foot = ;f5..8(4/z /-io/z)= //o. L /se it /2 -- /4 T:e.f< Screws at /2 "'o. c, Pull over capacity 14 2!0 e a. 547t. =1537 (See (o. /5) For Z"? ju.lj0 ✓�' 7� 1 DoopprZ`7a -nal oc°SS. 77i e' ) r 2� 4; . Pu. //- o ✓e.r = 5 3 70.!0/72/0,021-1-7)=11L F5'. oh LI /fi'1a - ee = 374/78.7= 3.79 Say O/l ou.t capde In /4 ?a.. f)ur/ %n = !l3` -! Pee r. /5) 1/3e-/- >>.1.10:4 D k f. S.. H • L/l tlwi a to = 1 /3 10iO4 = 10.25 ,--- 4- MA 171 /,MGTCIt rt;Ia 14Mrn .�• .r._ , r= 1 A1. 1rliEL SIII I;rING gib GAIN. WASHER rYr11 � 1 SMm. ......Ace. . —_ 20 GA (.1137)' — ! GALV' . 22 (.A. (.034) GALV, J _._.lu L_L 24 (;A, 026 (,AI ..V. None .. ._•_;•_ ° 5/8" ._____ L..... T 4 � 1358 • '— N/A — -_ 1008 1344 - - 713 1193 ,t 537 708 . '-ter_ —_ et w A a 00 ® 1590s l', • 17171 __ . 1465 1008 .._. _ 720 ' .., 1325 1020 �--• 763 , , 12- 14HWH t'LATE[7 ST 1!L 4 rl1?s cAI, ritorr:Rrnt?1r 'lend—Across Plats: .312 -.305 Thread Dia. (0.1).): .215•.0.09 Thread pin. U.U.): .164•.157 PU1.1. OUT Si'RENGT11: 1PbUN1)S ULTIMATE) MA1 '11111AL. Pit1:t)R111 t)1A. AVE. I'UI..I, OU I (POUNDS) I'•l. GA. , .ata .11)4) t. ''3 KSI ' KSI rum. OVER STfl1;NI ;TM 1 1;OUNt)i UhTIMA•rrl Min. Tensile: 7.e100 founds Min. 'rntslonal: 921 Ins.•Lbs. Min. Sheer: 2(/.50 rounds 15 VA. (.0(,4) 50 KSI 14 GA. (.1162.) 50 K.51 PItlE.l)R11.1.,IN(1 NOT'IEVI11RED 1171511 I .071) Al. (Ikrsegirl 2(X)) 932 ' I 770 .186 I � RECOMMENDED DRIVING Tli LS: • l flat 1130 impacting tyre dtivtlts 1900.2500 rrM Se rewdtivet tapped V111% depth lbeallnt nose piece to ptevenllovctdtiving end sttlpoul. (Do RECOMMENDED MAXIMUM 17 iLb1N71fIYCIW 3/16: Approx. (Total lhleknla 0( shell ng lend stitletutnl inelddIng compressed Insulation thickness. Thickness may vary depending upon typ of asuolbly bbing (tt1ll:'d;) 00X 6326. VAtj REED Ai SPRING, WYOMISSING. i'A. 19610 21S•)76.6751 FAX: 37(45!,,1 ARAN, A CIIICAI;(i IIUUSrq*. IOS ANGELES SAI.tM SOkIEIISET 1111.SS In Canada. MItr)I•rin NOTES .035 McIal sealing washer used k,; pull over testing. DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE V-/L-O PAGE Vil/629e5 at South Station 437245o. /547 Lave `Tukwila, I4JA 78I81 Par /,rr desipi w� // 6e GasecI on 4- -,, 6 // carport`s with 9'x i8'spa // sizes. The design_ will 6e vdkd -for - arLc�! yr'ea te,v- -sue /! Carports ui� z' sr''0 e or less stall cliofe.nsion s. Roof 6eaw,s and col pv .wt /ld /so be ofesi c,/ based o y e n u lisei . /odds - ? sa /l 74 C6rrJOYt 5, c des y n w I /l also be ;valid 7C,r outer eon frqurattn s inc-1 ,5n4alle,r sizes. .5x ep on•: • Carports wit% He stalls a.td walk wags coif/ re. p ere .-peel/ Ca /ccJlatr »n$ ror pur /i s, •e911-75- aitd Co�uy�h DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Pu rfi, -7. Car --.5 Carport .stall size Width =9" L eji ,8-, (Aria /ysis will 6e vali .orsma / /er stall Sizes i±oo ) W = 2700/2) -- 24-e/ . ' ='243 M 9' 18' 4.37k (48 2 4. C /s C 10 s Ago wable Nlarr� 4.37k DATE /D —/ -OF' PAGE /7 VilleQqes o f South St a t/o ,3 724 o. /547% Laoe 7 WA q8[ S8' 54 Ast m /n. ?3 At (5 22) Reac t/opi s R=143(369/2) ' ;37k ''cur h r, s . 'or !o - She l/ C rpOrL` 2.7(9) - e13 4 / DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone Sz Fax (253) 939 -1373 c � i g M 1.44 k Alb M _ t Y -- 7 ' iL k W= 243 I 1�1 Iris/, � c.t!071 ) '.2U 8 . 3.83 k DATE /D —)b -o2 PAGE IF ½7/'Qe$ at South Stall ,372.4 So. /5474 La,ie Tukwila, 141A 78188' 3 t M 9' t M rnax. --=-7 2.6/ k < to &friar spa-)s M M Use i = 9 1.15c C1o, x _3 x !44a. _ F y 5D /<sL yu, ;ti. Al /awahle monlem,6 11.73 k' (See p.22) JOINT NUMBER 1 2 3 JOINT 1 2 3 MEMBER NUMBER 1 2 0 18 36 Full & Partial Span UNIFORM LOADS (k /ft) MEMBER UNIFORM NUMBER OPAD(k /f t ) 1 .243 2 .243 --- COORDINATES - - X(feet) Y(feet) X- RESTRAINT Rigidly restr'd Unrestrained Unrestrained 'LEFT' END SIX -STALL CARPORT PURLIN D +L 0 0 0 'RIGHT' END Jnt. F/P Jnt. F/P 1 F 2 F 2 F 3 F . MEMBER LOADING INFORMATION V V V V PARTIAL SPAN UNIFORM LOAD JOINT INFORMATION JOINT 1..OADS MOMENT(k-ft) X FORCE(kips) Y FORCE(kips) -9.84 0 9.84 SUPPORT INFORMATION Y- RESTRAINT MEMBER PROPERTIES AREA (in2) a b (ft) (ft) 0 0 0 Rigidly restr'd Rigidly restr'd Rigidly restr'd 1.67 24 1.67 24 R L 0 0 0 ROTATIONAL RESTRAINT Unrestrained Unrestrained Unrestrained MOMENT of MODULUS of INERTIA (in4) ELAST (ksi) I I 1 I • V v v v 29500 29500 TRIANGULAR LOAD (k /ft) R TRIANGULAR c d LOAD(k /ft) (ft) (ft) 2 2 (L) - 4.921501 3 (R) 9.04 , SIX -STALL CARPORT PURLIN D +L SUPPORT REACTIONS JOINT BENDING MOMENT X DIRECTION Y DIRECTION NUMBER k -ft (+ clkwse) kips (+ rght) kips (+ up) 1 0 0 2.46025 2 - 9.538743E -07 0 3.0275 3 0 0 2.46025 MEMBER END ACTIONS MEMBER JOINT BENDING MOMENT AXIAL LOAD k - ft. (+ clkwse) 1 1 (L) -9.04 0 2 (R) 4.9215 0 kips (+ rght) 0 0 END SHEAR kips (+ up) 2.46025 1.91375 1.91375 2.46025 0 2.46 -9.84 1.91 2.61 SHEAR (kips) -1.91 MOMENT (k -ft) - 4.92 SHEAR (kips) - 2.46 -4.92 -9.84 MOMENT (k -ft) SIX -STALL CARPORT PURLIN D +L Member Number 1 'Left End' = Joint 1 'Rght End' = Joint 2 AXIAL LOAD = 0 kips SIX -STALL CARPORT PURLIN D +L • Member Number 2 'Left End' = Joint 2 'Rght End' = Joint 3 2.61 AXIAL LOAD = 0 kips (I DENNEY ENGINEERING, INC. 38809 191'` Ave SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 Par /is.) Allow 26le Mope vtt C10 x3x /4Ga. i 6 A= /./94'1 Ry� 1.02$' J 0,002023' C 2¢: 306" Po = 4: 402 G =l /, 3o0 L /n ,6rac ed len9t i B e y = � _ 9.87(Z 9, 500 ) ( J / ) 2 ) O. o x. ?X 12 ll. o 2 g ) 2 rcrJ or 2 Cw ACR0)2 ( ) 1 /. /9 '(4. 2)z -27.2/ ksc: DATE l0 - lb - O' PAGE 22 //7/61e S at 5oufh Stetjo ,3 724 $o. I547L4 La,ie Tukwila, 141A 78 /EV E = 29, 50o ks L (See pp. 23 424) ut/e�d ti C a ( i< = 1. 0 freveh nio1ahan for lateral torsional d it c/</,ny = 21.38/tsi ll, 300(0.00zo2 3) `l '7(29,,5410)(24.3010) ( / . . c / 2 ) 2 Me' A A if Q (J = 1. /91L(4.4 33(27.2/ ) Max. COicula MO-met/it = 9.8LL k' 1/,73 /'> 7.84 k 0 1< l/se C70 x 3 x /4 6a, pur/ir?s (3/4" Flange Wfa/f1 Ok tao) 40. $k STRUCTURAL PROPERTIES r Sec Hon Type. Dcoldnotor Flange Width Tho strudural pmper'Jo9Included In this brochure have boon computed based on tho American Iron and Stool Instkuto 'Spocificatlon for rho Doslgn of Cold - Formed Slnrclural Members', 1986 edition, Including Iho 1909 amendmonts. Thickness - Stool Components' 1 Gauge UosIgn Thlcknnss (in) 25 .0100 22 .0203 . 20 .0346 10 .0451 16 .0566 14 .0713 12 .1017 CC x c J•• Minimum Thlcknoss' (In) .0179 .0269 .0329 .0420 .0530 .0677 .0966 Uncoated Steel Thldcnefs. Thickness is for carbon sheet Mort. Minimum thickness represents 95% of the design thickness and Is the minimum aCCOptab10 tldcnoss doIWOrod to tho Job SRO based on Section A3.4 of the 1906 AISI Codo. Definition of Structural Proporty Symbols Gross Proporllos I,: Moment of Inertia of the gross section about Iho X -X axis (strong axis). P: Radius of gyration of the gross section about the X -X axis. I : Moment of Inertia 0114 gross soctlon about tho Y -Y axis (weak axis). Radius of gyration of the gross section about rho Y -Y axis. ' -5- EUoctive Properties S,,: Ettoctivo soction modulus about Iho X -X MIS (strong axis). I,,: Moment of InoitIa for deflection calculations based on 'Procedure 1 for Deflection Detormination' of tho 1906 AISI Specification. Y Maximum distance from the outside of olthor flango to Iho cooler of gravity of the effective sodbn. M.: Allowable Bonding Moment - Brood on the effective section modulus end the afowablo slross Wilding the strength Incronso from cold -work of forming (AISI A5.2.2) whoro appllcablo. Torslonai Properties J: SI. Vonanl Torsion Constant C.: Torsional warping constant''of tho section X,: Distance from the shear •cantor to the oontrold along Iho principal X -axis. it,: Polar radius of gyration of Iho soctlon about Iho ceniroldai principal axle. • D. 1- (Xof to)' • x =- ST MT WT DT s. g3 , GROSS PROPERTIES ErrECTM: PROPERTIES 10RSIONAt. PROPERTIES SECTION to On)) 7) weight Ih /11) I„ (in 4) R, (in) I„ (in 4) 0 S,, (In 3) 1,. (in 1) Y (In) tln (11 -111) J (10 X e (In) R 0 (in) 11 4110 %116 0.612 7.08 1.719 1.681 0.7511 1.11.1 0.644 1.607 7.745 1608 0.654 7.773 -2.634 3.317 0.369 400WJ14 0.766 2.81 2.146 1.674 11937 1.106 0.848 2.087 2.199 2117 1.291 3.395 -2.618 3.799 0.370 400WJ12 1.061 3.61 2.907 1.654 1.743 1.002 1.283 I.373 I.107 3200 3.6511 4.574 -2.616 3.278 0.363 600WJ16 0.725 2.47 4,311 7.438 0.873 1.097 1.105 4.005 .1.312 '27.8 0.774 6.382 - 2.332 3.548 0.568 600WJ14 0.909 3.09 5.3611 2.431 1.019 1.090 1.447 5.160 3.756 3610 1.540 1.845 -7.311 3.531 0369 600WJ12 1.165 4.30 7.325 7.407 1.431 1.066 2.177 7.137 .1.140 5433 4.360 10.535 - 2.307 3.500 0.566 800WJ16 0.033 2.05 11.344 3.1555 0.957 1.060 1.517 7.343 4.495 31134 • 0.895 11:951 ' -2.101 3.938 0.715 1100WJ14 1.051 3.511 10,408 3.147 1.183 1.061 2,146 9.965 4.706 5354 1.7111 14.724 - 2.Oflfi 3.972 • 0.717 800WJ12 1.460 5.00 14.277 3.119 1.578 1.037 3.213' 14.094 4.164 8016 5.061 19.076 -1.072 3.805 0.716 1000WJ16 r 3.24 14.055 3.843 1.021 1.905 13.409 5.819 4752 • . r -1.916 4 0.812 r 1000WJ14 1.19 4.06. 17.549 3.834 1.263 1.02+ 2.795 17.029 5.448 •8974 7.02: 4.06 -1,907 4.40 0.813 IOOOWJ17 .n 5.69 24.164 3.802 1.604 . 1 4.386 23.049 5.181 10944 as - 1.885 0.813 1700WJ16' 1.065 3.62 21.660 4.311 1.072 1.003 2.275 70.797 7.188 5677 1.137 19.802 -1.764 4.946 0.873 17.f10WJ14 1.336 4.55 77.0711 4301 1.325 0.096 3.309 26.586 6.771 8256 2.7.65 36.798 -1.750 4.931 0.014' 1290W112 1.875 6.38 37.394 4.466 1.767 0.971 5.698 36.909 6.195 14116 6.463 49.995 -1.737 4.080 0.874 'STRUCTURAL PROPERTIES See Nolo 1. Below For Yield Strengths 00113: 1. Elletlive properties bused on 1* Inr 17, 14 and 16 gauge sections. r7 '33ksi Tot 18 gouge sections. 14 and 16 gauge sections may be produced with F - 33ksi. rat 3340 14 and 16 gauge sections. multiply allowable moment by 0.66. (Canlocl monuleclurer for ovoilob161y) 2. Elletlive properties and ofowoble Moment incorporole Ibe strength increase from cold -wadi of Inrrning where oppoble. (AISI 85.2.2). 3. rot deflection calculations. use the effective moment of ineri n. 4. • Web height lo Ihicbnese e.ceide 200. Web sllllene. required el 'uproot' poinls..(AISI 01.2) 5. lnbuleted nrnos are hosed nn. Ilse lull un- rndsrced cross section nl the joist rnetmber, 6. For wenk -aril orientations, technical ns is rerj d. Contact the monulnclurer for This assistance. Slif Iener lip - 0.625 miniMum 10, it 14 end 16 gouge 0.50 minwnum for 18 gouge .T. r 7$ 1l I Still lip MJ SECTION -I5- 1: - WJ SECTIONS 3 " EJ SECTION WJ SECTION I I .625" thin. ■1. RooC ea /i-7s @ Erie/ Frames 4:37k 1 k 5 , DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE PAGE ½7/9e at South Station ,3 724 5o. 154th Lave Tukwila LOA 78/81 L odd P = t'�. 3 r A (5e 17 ) /14= 437(S')=2/.85 Tr y WB I. O. 66(50) = 33 ks i .S d _S 85"(1 z) �, 7 ?5 11 3 33: ase 14)f3 x 10 /C = 50 ksi -5= 7. $I " 7.95 A' Overstress = 1. e% Say 01<_ DENNEY ENGINEERING, INC. 38809 191 Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 6 /u.kvtns , 4ax. L0 dd = 1:37(2) = 3.74 k Tr9 . (1 4 x 3 44 ,C, — 4-Go li s t 3.52° S 5. 81" r = 2. 23 S -- 4:66 y 1 =ll/_ lv = 2. to ., Q - 7 /<'/r x 2.10 ('7 _ = 7 1•- 10 . ... 0.71 cc lit. DATE /D -lb -O' PAGE V11/6 e at South Ststio4 4 3 724 o. 1547 Lave Tukwila, 14A 78181 C = 0. 3`710 / = 0.3n. (46) ' 13.22 /(St = 8.74 2,48' list « 1 S. 'zz. ksc 01< C /ec(< l3ende'i dad 66 L.a iera/ rce.s 7 . r P1SV ers . k i t ;, 4 40 1 / er co /arnki 406/ 200 4; M= 200('7), /4io0 0 - 4 14v(fed) * (433)=- - 10.3 8 / si 2 : p6i < ksi ak 5.61 • Comenrie:d :Strsse:s Ok Lo r y i a /5t rnic is = 264- = 132 # fierCo/u.rvni. M = /327) ^ 92441 F6 0.7.5 - 06) a 33) - = 2.38 list OK else H5S6x4x 4% Columns fy =4411<sc. DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 l'honc & Fax (253) 939 -1373 DATE /1j- 1b - OS' PAGE Z7 l/ Picc e e 6 a t 50 u 7`G� St s tjo 4 .3724 ,So. /547L4 Lave 7ukwi/a, LOA 78/ S8' rootlo ys Max. Load P= 4.37(') = J. 4 Use Cateyor y 4 Sorb per Ta61e /304.2 Them X455? = 2060 psf iD foot/095 /2 "wide 41 /2 "cee p '-120 % jhcreaSe for each le-via/ foot of wrdfet. 014 cJelo/6. Try Ft9. 24 "dia x Thexi A5SP = Z004 + o. 20[(2- 04(3.5-0 psf Fly. area =3./4- sf S5P = 3740 =2783 1 sf < 3 psf OK 3./4 ee,d 2' dra, x 6 deep Ptq. for uplift ( See p.27) L /se 2'- o" dia. x 3 deep ft e7. DENNEY ENGINEERING, INC. DATE /D -)b -08 PAGE 28 38809 191" Ave SE (/ille 9es at South Sta do 4 Auburn, WA 98092 3 724 So. 1547'4 Lave ' Sr Fax (253) 939 -1373 rrukcv t 107, LOA 78181 Foo tio9 Dep rq'd for Lateral eari ' y lis e "Coat girled formula per I8C 26060 Sect. 1505.7.2,2 E. (5 -2 .De p to 61 * 2 5 ph 5 P = 4 0/2 = 200 (GUl n vl force) h = 7' b =.• 2' t- Se. ct. /504.3.1 5 = /50 -I-(3.5 - 1)(!50)(1.33) = 50 '-DLF d = 425(2000) - 2.1ef' < 3.50' Old 650 (2 ) r See re�u /rekw 26 far uplift, next paye ' p"oo:t1.n9 Up l . • • • pup /. ps.F De'ac>/ Load Rrs L. 20 x.33 psf t. �1t'P /.2.1 $3 = //:S7r sf 1-/p/1'P pe ' C . ° 14 ' 14111 /l.:57(!8) '3747 Lase 5017 C''c d . 77.1 ?ory .`;' t ? =3/ dr) d - r5 0 ,/ = l gd pc DENNEY ENGINEERING, INC. 38809 191' Avc SE Auburn, WA 98092 I'honc Sr. Fax (253) 939 -1373 Fs: = (See p. /0) DATE /D -/b -o8 PAGE Vl/c? es at SOu /h Staflo4 '724 So. /547'4 Lame 'Tukwila WA 78188 7r!1 2 r,_d /'_/.00 a. = / e .3/ ° _.. (3.50) (O. o) = Z. lo r r a _ /.00 3. /0 � /z = 1;/11-an 3/° (-1•10)/0•60::--:5.17' Uo r, etc Con creed. � 'i'oN,A = ' c'2,oe) /4 = 11.00 Gf Vo/. ' Soi/ ='1i! !2'2122 _ ' h,) 7_ I/o% of eoocr, .J 3 3. ! -- //.40 39.26 cf We. o/ C /u.,w�h . *:11, 97.(9)i7./ S* 19 'eeekiaPt et We/ =15 33)( ©. O)(2. o) = 50 7 CG// = .(/1,04)(156)+(.5r423)020) +58 6364- 4 6.3(04:" >.3749 g 1:70 01±.. Else •'fig: 2 1 . 0 dta. x3 /c'' dee..') D08 -504 $107.67 D08 -505 $345.18 D08 -506 $376.17 TOTAL $829.02 March 17, 2009 SP Tukwila LLC 1201 3 Ave, Ste 5400 Seattle, WA 98040 RE: Request for Refund Villages at South Station Carports To Whom It May Concern, This letter is in response to a written request for the refund of overpayment for permits D08 -504, D08 -505, and D08 -506 as requested by Candy Ford with Carports of Washington Inc. The Building Official has reviewed the request and authorized this refund. Enclosed is a check in the amount of $829.02 which is for the amount of overpayment. Following is a break down of the fees returned per permit: Sincerely, If you have any questions, feel free to contact me in the Permit Center at 206 431 -3670. ifer Marshall P'rritit Technician CC: Candy Ford File: Permit No. D08 -504, 505, 506 Encl City of Tukwila Department of Community Development Jack Pace, Director PAPemut Center\Refunds\D08 -504 tiro 506 Permit Refund.doc jem Jim Haggerton, Mayor Page 1 of 1 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CITY OF TUKWILA, WA 98188-2544 PAY to THE ORDER OF CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188-2544 • Eight Hundred Twenty Nine Dollars and Two Cents SP TUKWILA LLC 1201 3RD AVE, STE 5400 SEATTLE, WA 98040 ACCOUNTS PAYABLE CHECK PLEASE DETACH BEFORE DEPOSITING PAYABLEThROUGH U.S. BANK 151 Andover Park East Tukwila WA 98188 ' '/.0iroiciibe•niOmBER.V.ki,14 031609314 ' 03/11/2009 :• 'NUMBEN,Z*.. D08-504,05,06 REFUNDS 829.02 - THE FACE FITHIS DO'CUMENVH"4SW jIP;,iA1" -"' EAQ:Y, , 4 ,44401‘,1(140141a) 19-10 1250 D08 -504 $107.67 D08 -505 $345.18 D08 -506 $376.17 TOTAL 829.02 City of Tukwila Department of Community Development Jack Pace, Director MEMORANDUM TO: Laurie Anderson FROM: Jennifer Marshall DATE: 05 March 2009 SUBJECT: Villages at South Station - Carports Permit Numbers D08 -504, 505, & 506 Please draw a check in the amount of $829.02 (eight hundred twenty -nine and two cents) to be payable to SP Tukwila at 1201 3rd Ave Ste 5400 in Seattle, WA 98040. This check is reimbursement for overpayment of permit fees on the permits D08 -504, D08 -505, and D08 -506. When these permits were brought in, the valuation was calculated by the 2006 IBC valuation table for utility structures. During the course of the permit review, it was determined that this valuation was too high and when reassessed, an overpayment on these permit fees resulted. The overpayments are as follows: The overpayment shows under the "System OverPayment Account" listed as item 9000 in Permits Plus. This occurred when the redistribution of overpayments was being made to cover the State Building Surcharge Fee which was not paid at submittal. I have attached copies of the fee items grid for the subject permits in an attempt to clarify this request. If you have any questions in regards to this situation, please feel free to contact me — my extension is 1165. When the check is complete, please forward it to me and I will forward it on to the applicant. Thank you! Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Item # Description Fee Amount Pmt Amount Balance Account code 1001 BUILDING - NONRES $160.50 $160.50 $0.00 000/322.100 1101 PLAN CHECK - NONRES $104.33 $104.33 $0.00 000/345.830 1103 PLAN CHECK - WATER METER $0.00 $0.00 $0.00 000/345.830 1200 STATE BUILDING SURCHARGE $4.50 $4.50 $0.00 640.237.114 1400 BUILDING INVESTIGATION $0.00 $0.00 $0.00 000/322.800 2200 WATER CONNECTION $0.00 $0.00 $0.00 401/379.002 2210 WATER SPECIAL CONNECT $0.00 $0.00 $0.00 401/379.001 2400 WATER INSPECTION FEE $0.00 $0.00 $0.00 401/342.400 2500 WATER TURN -ON FEE $0.00 $0.00 $0.00 401/343.405 2600 WATER TEMPORARY METER $0.00 $0.00 $0.00 401.245.100 3900 TRAFFIC MITIGATION FEES $0.00 $0.00 $0.00 104.367.120 4100 WATER - ALLENTOWN /RYAN $0.00 $0.00 $0.00 401/379.004 4102 WATER - HOME /DEVELOP $0.00 $0.00 $0.00 401/379.002 5100 SEWER - ALLENTOWN/RYAN $0.00 $0.00 $0.00 402/379.004 5102 SEWER - HOME/DEVELOP $0.00 $0.00 $0.00 402/379.002 9000 System OverPayment Acct $0.00 $107.67 ($107.67) System OverPayment Account 30100 PW BASE APPLICATION FEE $0.00 $0.00 $0.00 000/322.100 30200 PW PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30210 PW ADDL PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30300 PW PERMIT /INSPECTION FEE $0.00 $0.00 $0.00 000/342.400 30310 PW ADDL PERMIT /INSP FEE $0.00 $0.00 $0.00 000/342.400 30400 PW PAVEMENT MITIGATION $0.00 $0.00 $0.00 000/344.101 30500 PW LAND ALT PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30510 PW LAND ALT PERMIT FEE $0.00 $0.00 $0.00 000/342.400 30600 PW ADDL INSPECTION FEE $0.00 $0.00 $0.00 000/342.400 30700 PW TYPE 'A' PERMIT $0.00 $0.00 $0.00 000/322.400 30800 PW TYPE 'B' PERMIT $0.00 $0.00 $0.00 000/322.400 32000 CASCADE WATER ALLIANCE $0.00 $0.00 $0.00 640.237.500 1 Total Rows: 28 Fee Items- D08 -504 Page 1 12:29 03/05/2009 Item # Description Fee Amount Pmt Amount Balance Account code 1001 BUILDING - NONRES $124.50 $124.50 $0.00 000/322.100 1101 PLAN CHECK - NONRES $80.92 $80.92 $0.00 000/345.830 1103 PLAN CHECK - WATER METER $0.00 $0.00 $0.00 000/345.830 1200 STATE BUILDING SURCHARGE $4.50 $4.50 $0.00 640.237.114 1400 BUILDING INVESTIGATION $0.00 $0.00 $0.00 000/322.800 2200 WATER CONNECTION $0.00 $0.00 $0.00 401/379.002 2210 WATER SPECIAL CONNECT $0.00 $0.00 $0.00 401/379.001 2400 WATER INSPECTION FEE $0.00 $0.00 $0.00 401/342.400 2500 WATER TURN -ON FEE $0.00 $0.00 $0.00 401/343.405 2600 WATER TEMPORARY METER $0.00 $0.00 $0.00 401.245.100 3900 TRAFFIC MITIGATION FEES $0.00 $0.00 $0.00 104.367.120 4100 WATER - ALLENTOWN/RYAN $0.00 $0.00 $0.00 401/379.004 4102 WATER - HOME /DEVELOP $0.00 $0.00 $0.00 401/379.002 5100 SEWER - ALLENTOWN/RYAN $0.00 $0.00 $0.00 402/379.004 5102 SEWER - HOME/DEVELOP $0.00 $0.00 $0.00 402/379.002 9000 System OverPayment Acct $0.00 $345.18 ($345.18) System OverPayment Account 30100 PW BASE APPLICATION FEE $0.00 $0.00 $0.00 000/322.100 30200 PW PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30210 PW ADDL PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30300 PW PERMIT /INSPECTION FEE $0.00 $0.00 $0.00 000/342.400 30310 PW ADDL PERMIT /INSP FEE $0.00 $0.00 $0.00 000/342.400 30400 PW PAVEMENT MITIGATION $0.00 $0.00 $0.00 000/344.101 30500 PW LAND ALT PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30510 PW LAND ALT PERMIT FEE $0.00 $0.00 $0.00 000/342.400 30600 PW ADDL INSPECTION FEE $0.00 $0.00 $0.00 000/342.400 30700 PW TYPE 'A' PERMIT $0.00 $0.00 $0.00 000/322.400 30800 PW TYPE 'B' PERMIT $0.00 $0.00 $0.00 000/322.400 32000 CASCADE WATER ALLIANCE $0.00 $0.00 $0.00 640.237.500 • Fee Items- D08 -505 12:43 03/05/2009 Total Rows: 28 Page 1 Item # Description Fee Amount Pmt Amount Balance Account code 1001 BUILDING - NONRES $160.50 $160.50 $0.00 000/322.100 1101 PLAN CHECK - NONRES $104.33 $104.33 $0.00 000/345.830 1103 PLAN CHECK - WATER METER $0.00 $0.00 $0.00 000/345.830 1200 STATE BUILDING SURCHARGE $4.50 $4.50 $0.00 640.237.114 1400 BUILDING INVESTIGATION $0.00 $0.00 $0.00 000/322.800 2200 WATER CONNECTION $0.00 $0.00 $0.00 401/379.002 2210 WATER SPECIAL CONNECT $0.00 $0.00 $0.00 401/379.001 2400 WATER INSPECTION FEE $0.00 $0.00 $0.00 401/342.400 2500 WATER TURN -ON FEE $0.00 $0.00 $0.00 401/343.405 2600 WATER TEMPORARY METER $0.00 $0.00 $0.00 401.245.100 3900 TRAFFIC MITIGATION FEES $0.00 $0.00 $0.00 104.367.120 4100 WATER - ALLENTOWN/RYAN $0.00 $0.00 $0.00 401/379.004 4102 WATER - HOME /DEVELOP $0.00 $0.00 $0.00 401/379.002 5100 SEWER - ALLENTOWN /RYAN $0.00 $0.00 $0.00 402/379.004 5102 SEWER - HOME /DEVELOP $0.00 $0.00 $0.00 402/379.002 9000 System OverPayment Acct $0.00 $376.17 ($376.17) System OverPayment Account 30100 PW BASE APPLICATION FEE $0.00 $0.00 $0.00 000/322.100 30200 PW PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30210 PW ADDL PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30300 PW PERMIT /INSPECTION FEE $0.00 $0.00 $0.00 000/342.400 30310 PW ADDL PERMIT /INSP FEE $0.00 $0.00 $0.00 000/342.400 30400 PW PAVEMENT MITIGATION $0.00 $0.00 $0.00 000/344.101 30500 PW LAND ALT PLAN REVIEW $0.00 $0.00 $0.00 000/345.830 30510 PW LAND ALT PERMIT FEE $0.00 $0.00 $0.00 000/342.400 30600 PW ADDL INSPECTION FEE $0.00 $0.00 $0.00 000/342.400 30700 PW TYPE 'A' PERMIT $0.00 $0.00 $0.00 000/322.400 30800 PW TYPE 'B' PERMIT $0.00 $0.00 $0.00 000/322.400 32000 CASCADE WATER ALLIANCE $0.00 $0.00 $0.00 640.237.500 Total Rows: 28 Fee Items- D08 -506 Page 1 12:43 03/05/2009 December 3, 2008 Candy Ford P.O. Box 2389 Buckley, WA 98321 RE: Letter of Incomplete Application # 1 Development Permit Application D08 -504 Villages at South Station Carport C —15442 38 Lane S Dear Ms. Ford, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on November 26, 2008, is determined to be incomplete. Before your application can continue the plan review process the following items from the following department need to be addressed: Building Department: Dave Larson at 206 -433 -7163 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 mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, dzkP' Bill Rambo Permit Technician Enclosures File: D08 -504 • City of Tu Department of Community Development Jack Pace, Director P:\Permit Center\Incomplete Letters\2008\D08 -504 Incomplete Ltr #I.DOC wer Jim Haggerton, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Determination of Completeness Memo Date: December 2, 2008 Project Name: Villages at South Station Permit #: D08 -504 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (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. Please provide a foundation investigation and report as required per sec. 1802.2.4 2006 IBC 2. Structural calculations shall be based on the 2006 IBC. The gravity footing loads were partially based on a table and allowed increases from the 1997 UBC. This code is not in use. Please revise structural calculations to comply with current applicable codes. Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • • FIRE DEPARTMENT REVIEW COMMENTS Project Name: Villages @ South Station - Carports 15442 38 Ln S Permit File No.: D08 -504, 505, 506, 507 Date: December 11, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575 -4407 1. Please provide an elevation view /detail of the carport structure. ACTIVITY NUMBER: D08 -504 DATE: 01 -29 -09 PROJECT NAME: VILLAGES AT SOUTH STATION - CARPORT C SITE ADDRESS: 15442 38 LN S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: Bu Division Ek Public Works n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP /V 0 Fire Prevention Structural n Incomplete ❑ Sg.. 4 e Planning Division Permit Coordinator DUE DATE: 02-03-09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route �/ ) Structural Review Required 1 1 No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 DATE: DUE DATE: 03-03-09 Approved 1 1 Approved with Conditions n 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: ACTIVITY NUMBER: D08-504 DATE: 11-26-08 PROJECT NAME: VILLAGES @ SOUTH STATION - CARPORT C SITE ADDRESS: 15442 38 LN S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: BuWirlg kal 'O " kb Public WoL4 rya 1i 4-0) DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2-28-02 PLAN REVIEW/ROUTING SLOP • PERMIT COORD COPY • L1 1jIfroe) Fure rev on Structural Incomplete DATE: DATE: Planning Division Permit Coordinator Not Applicable TUES/THURS ROUTING: Please Route El Structural Review Required El No further Review Required 111 REVIEWER'S INITIALS: Approved Approved with Conditions EI Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DUE DATE: 12-02-08 - • INCOMPLETE LETTER MAILED: I) O LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire 0 Ping fl PW 0 Staff Initials: DUE DATE: 12-30-08 Permit CVdter Vse - • • • .; :-• c 1' • : • " • •;..1) • CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: Date: I _27_ tri • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. • Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: VILLAGES AT SOUTH STATION - CARPORT C Project Address: 15442 38 LN S -gyp Contact Person L� Y Phone Number: (DO l (W /- 8 8 Plan Check/Permit Number: D08-504 Summary of Revision: S1& reps n ecTec1- Go ii . See revise, Cy) Or.�cuacthQns . \applications \forms- applications on Iine\revision submittal Created: 8 -13 -2004 Revised: • 1 .a7 Steven M. Mullet, Mayor Steve Lancaster, Director CIT op r mwitA 'JAN 2 9 2009 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (42- W Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 OHIO CAS INS CO BR053576250 01/19/200801/19 /2010 $1,000,000.0001 /21/2009 2 OHIO CAS INS CO BK005357625001 /19/200701/19/2008 $1,000,000.0001 /19/2007 1 RED SHIELD INS CO CNT014215 01/19/2006 01/19/2007 $250,000.00 01/19/2006 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY 8 INDEM CO 740091C 01/19/2006 Until Cancelled $6,000.00 01/19/2006 Name Role Effective Date Expiration Date GRANGER, ROY L PRESIDENT 01/19/2006 Untitled Page General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company CARPORTS OF WASHINGTON INC 3608292838 PO BOX 2389 BUCKLEY WA 98321 PIERCE Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License 602569179 ACTIVE CARPOWI945BR CONSTRUCTION CONTRACTOR 1/19/2006 1/19/2010 Associated License Specialty 1 AWN /CAN /PATIOCOVERS /SCREENS Specialty 2 UNUSED Business Owner Information Bond Information Insurance Information • https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= CARPOWI945BR • Page 1 of 1 03/09/2009 I • miens VEY ,M4111 1,3 tEr on 0 _ 6 : t r IU LAI nom rmr. sox we V8TflL T. sum um) oze-ocl 6 • 4 i - - - - — - - - - C • c cm .14 — --. • , : \ 1-40ri 1 . 1 • - an - ''''''' 5. -- .- _ _ _ „,..., - • IS§ 1 vi sm- en, i ... 1- _,....... sacATITM 0459 EFITIEs. Nc. SI TT S & HILL ENGINEERS, INC. CM • STIMIURM.. SINNEVBC -X. ..! pCS-0* 1 Sou+h Sizthoi Carports of Washington PO Box 2389 Buckley,WA 98321 (360)829-2838 wwwcarports SOUTH 154th STREET 4 -1 - t (5') (47 srAtt — — 1 1 • FILE COPY Permit No. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie Copy and conditions is acknowledged: City Of Tukwila 1-4147,11-41 '1%1- tuuT MilTIVEm °"1 • 0 PURLIN —. C1Ox3Y4x14 GA 9' —O" 2 —0"0 x 3' -6" x 3 EEP 36' —O" 18' — O" 36' —O" 18' —O" 4 N 2 PLCS) Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 GO x 3 9'— O" 29 GA METAL DECK 4 STALL -ROOF FRAMING PLAN 9' —O" J 4 STALL - FOUNDATION PLAN OI- ROOF UNE ABOVE CENTER -POST CARPORT ROOF FRAMING & FOUNDATION PLAN ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION do CONSTRUCTION VERIFY ALL DIMENSIONS 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 Oily of Tukwila BUILDING DIVISION FOUNDATION PLAN NOTES 1. PRIOR TO FABRICATION dt CONSTRUCTION VERIFY 2. STRUCTURAL NOTES ARE LOCATED ON SHEET S CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 CZY ALL l irMO PEWIT CENTER DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 MINN JXI MO. 311W Pla 1 ov l O PURLIN C1Ox3x14GA 9' —O" COL FTG 2' — O "0 x 3' -6" DEEP 6 STALL -ROOF FRAMING PLAN 18' —O" 54' —O" 54 O" 29 GA METAL DECK 18' —O" 6 STALL - FOUNDATION PLAN 4,2..1%_04 Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 IME 9 —O" ROOF LINE ABOVE SINGLE POST CARPORT ROOF FRAMING & FOUNDATION PLAN ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION & CONSTRUCTION VERIFY ALL DIMENSIONS 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 FOUNDATION PLAN NOTES common CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 City of Tukwila BUILDING DIVISION 1. PRIOR TO FABRICATION & CONSTRUCTION VERIFY ALL 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 • DIMENSIONS vlO PO C11116 ONIEEN DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 - 1373 NE t0fl(/o 8 OWEN ow OCICED RLG ANI NO. sat in 2 • PURLIN —\ C10x3x14 GA TYP END Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 4' -0" 2 2 Q -J a W tn :5' —O" —0" 10 SLOPE 1:12 2' - 0 "0 SHEr MIX 5' -0" W8x10 HSS6x4xjs PER PLAN / \ • ' I NATIVE FILL SOIL. NO \ • ' .r:* z / 4' —O" (1) TYPICAL CROSS SECTION SINGLE POST CARPORT TYPICAL CROSS SECTION ASPHALT 29 GA METAL DECK CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 REVIEWED O ANGE CODE MAR 0 3 2009 City of Tukwila BUILDING DIVISION Orr V 26 2000 NO DENNEY ENGINEER NG, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 ROOF DECK OVERHANG PER PLAN FB Y4"x5x9" t Ol PURL N C10x3x14 GA 2' -0 "m a ROOF DECK 1Y. "x29 CA (VIC WEST) OR EQUIVALENT TEK #1 -14 CENTERED ON C1O his V HSS 6x4 COL PER PLAN C TYPICAL COLUMN FOOTING NTS 1Y2* = 1' -0" NATIVE SOIL, NO FILL Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 W8x10 0 SPLICE 7x 1 1/4 <TYP 0 FB/W8 TYP PURLIN 0 BEAM END DTL TITLE gar 1 1/4" N ROOF DECK 1) "x29 GA (VIC WEST) OR • EQUIVALENT W8x10 SINGLE POST CARPORT DETAILS NTS W8x1 0 V-11 1/4 TOP PL Y "x2 1 1/2" TOP PL Ys"x4 "x24" W/4 % "o MB W/ NUT do WASHER 1V1' = W8x10 RAFTER LAYOUT W6x1 —/ CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 2A -2A PLAN HSS 6x4 COL PER PLAN COPE COL FOR WELD TYP BEAM W8 OVER TS COL DTL 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 "ss. FB Y4"x6 "x9" h BELOW 9 FB Y. "x 6 0 EA SIDE OF HSS 6x4 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION FB 3(, "x4x2 N04 2 6 2008 aa� l �o D$ 4 DENNEY ENGINEERINNC. "" RLc CHEMED STRUCTURAL NOTES 1. BUILDING CODES IBC -2 0010 Washington State Building Code (Washington Administrative Code (WAC) Chapter 51 -30) 2. DESIGN DATA Roof Dead Load at Carports: DL Roof Live Load (Snow): WIND: The wind loads are determined in accordance with IBC- 20040 Basic Wind Speed, V: Exposure Category. Wind Importance Factor (I): Velocity Pressure, q = 0.00256 Kz Kzt Kd Iw V' SEISMIC: Seismic Design Category Actual 25.0 PSF 85 mph 5 1.0 D Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 FOUNDATION: Original ground or 95% compacted structural fill Allowable Soil: Bearing Capacity (DL +LL): (Assumed soil type GP —GPGM for all carport areas) GP = Poorly gravels, graded —sand mixture GM = Silty gravel, gravel —sand —silt— mixture 2000 PSF Contractor shall verify soil condition prior to proceeding with construction. 3. STRUCTURAL STEEL Structural steel materials, fabrication and erection shall conform to IBC Section 2203, and the AISC 1989 Specification for Structural Steel Buildings. Paint all structural steel exposed to weather unless noted otherwise on drawings. Material specifications, unless Structural shapes: Bars and plates: Structural tubing/HSS: Bolts: Nuts: Flat /beveled washers: Direct — tension washers: Filler metal: Cold Formed Shapes: Roof Metal Deck: 4. CONCRETE Cast —in —place normal— weight concrete materials, mixing, placing, and testing shall conform to IBC Chapter 19. Material specifications, unless noted otherwise: Minimum 28 day compressive strength: All Concrete: 2500 PSI Maximum water — cement ratio, by weight: Specified strength Non —air- entrained Air — entrained 2500 PSI 0.58 0.46 5. SCREW FASTENERS Self— Drilling and Self— Tapping Screws shall conform to ASTM A 545. 6. ROOFING 1 1/4' X 29 GA roof deck (AEP SPAN) or equivalent with #12 -14 tek screws as noted on drawing or (4) screws per 36' wide panel 0 each support. 7. PURUNS All purlins are ASTM A 446 unless noted otherwise. 940:1 TRU NOTES noted otherwise: ASTM A 50 ASTM A 36 ASTM A 500, Grade B ASTM A 307, Grade A, unless noted otherwise ASTM A 563 ASTM F 436 ASTM F 959 E70XX Electrodes, all welds shall be single pass 3/16' unless noted otherwise ASTM A446, Fy = 55 ksi ASTM A446, Fy = 80 ksi CONTITMLICR CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 EIGNEDI REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373