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Home My WebLink AboutPermit D08-505 - VILLAGES AT SOUTH STATION - 4-STALL CARPORTThis 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 -505 Villages at South Station — Carport 4 3816 South 154th Street 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 4 3819 S 154 LN D08 -505 Parcel No.: 0043000335 Address: 3819 S 154 LN TUKW Suite No: Tenant: Name: VILLAGES AT SOUTH STATION - CARPORT 4 Address: 3819 S 154 LN , TU V TILA WA Owner: Name: SP TUKWILA L L C Address: 1201 3RD AVE STE 5400 , SEATTLE WA 98040 Phone: 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 4 -STALL CARPORT doc: IBC -10/06 Citylif 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 DEVELOPMENT PERMIT Value of Construction: $3,480.00 Fees Collected: $555.10 Type of Fire Protection: NO International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 26 * * continued on next page ** Permit Number: D08 - 505 Issue Date: 03/09/2009 Permit Expires On: 09/05/2009 Expiration Date: 01/19/2010 D08 -505 Printed: 03 -09 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N City CO Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: D08 -505 Issue Date: 03/09/2009 Permit Expires On: 09/05/2009 Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: , i"% Dater 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 otmance of work. I am authorized to sign and obtain this developmen permit. Signature: i Date: Print Name: 7 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. doc: IBC -10/06 D08 -505 Printed: 03 -09 -2009 Parcel No.: 0043000335 Address: Suite No: Tenant: doc: Cond -10/06 3819 S 154 LN 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 4 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 -505 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 -505 Printed: 03 -09 -2009 • • 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 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 A-a't Date: J /O C ) D08 -505 Printed: 03 -09 -2009 w CITY OF TUKWILL Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hllp: / /w►vtiv. ci.luktivila. wa. us SITE LOCATION if- ) (44S-11) ing Co Assessor's Tax No.: 00 , OQOA Site Address: 331 SO • I9 - 1 '6' � • � Suite Number: Floor: Tenant Name: Y 1 t la,Ts • f4. l Or1 New Tenant: ❑ Yes ❑ ..No Property Owners Name: .51 Tukto la LL-C... Mailing Address: 1 M .41 Alm , J Ui 9-100 &1 l S I QI Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: E -Mail Address: Day Telephone: LD gaq s3e Mailing Address 0 - D 3 6 1,83D- I City p .� ,, State � Zip C.�.�. Lam-Lc 0a S I34 rdt11. Caen Fax Number: 3(O" f -t D. k3, / GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Car POt5 or wash) tlo -Ior . I r,G Mailing Address O. B CO 0 part 0604Shin#1. ca en Contractor Registration Number: CAP4PC AJ '1y 5 ex. Contact Person: E -Mail Address • 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 ** City State t 9J -1 city cc State p rl Zip a Day TelephonaP0' d - .DO 3/1 Fax Number: - a" 3 Expiration Date: 1 - I 1 0 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Contact Person: Day Telephone: Fax Number: E -Mail Address: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record �r nCer - t. n� �� yy �] Mailing Address38 1q 1 s L()% 'l �o9 — City state Zip Contact Person�e(S On / Day Telephon ,- T l G3 - - 137 E -Mail Address: Fax Number: w 'ne Company Name: J-D.f 1(1i Q: ApplicationsWorms- Applications On I.n e\3 -2006 - Pemrit Applicelion.doc Revised: 9 -2006 bh Page 1 of 6 BUILDING PERMIT INFORAITION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 80 • CC) Existing Building Valuation: $ Scope of Work (please provide detailed information): - v - 6 - 1 C.GL� ti QI') Q `4' (I l e,(' Will there be new rack storage? ❑ Yes NI.. 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: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q:\Applications \Fortes- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -21106 bh None 0 Handicap: Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 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. Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2 Floor 3r Floor Floors thni Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport a-11-1 Covered Deck Uncovered Deck BUILDING PERMIT INFORAITION - 206 - 431 -3670 • Valuation of Project (contractor's bid price): $ 80 • CC) Existing Building Valuation: $ Scope of Work (please provide detailed information): - v - 6 - 1 C.GL� ti QI') Q `4' (I l e,(' Will there be new rack storage? ❑ Yes NI.. 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: Will there be a change in use? ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm Q:\Applications \Fortes- Applications On Line \3 -2006 - Permit Application.doc Revised: 9 -21106 bh None 0 Handicap: Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 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. 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). 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 0 ' OR UTHO ZED AGENT: Signature: Print Name: ' f") Mailing Address: O • (81\fr I Date Application Accepted: ul 2ce,1,1 Q: ApplieationslForms- Applications On t.ine\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: Day Telephone ' City OCkt Date: l0 �o State Staff Initials: Zip 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 Ciby of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: htip: //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 Projec .. 1/ // rs 47 ' //7 Type of Inspection: i i. ..zi9 / , j--IA Pxt..;, Address: 3 g /ma 6 /5y Lit/ Date Called: J„ 7 Special Instructions: / Date Wanted: 3 - / 1'- 0 q p.m. Requester: Phone No: ._„g6a 62c — 2 ego INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION c 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ( 1J? )- I A t774- Inspector: L 1 Date: 31 7 Di $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: Project:. Project:. ,4 /___/ S Type of Inspection: i4/ 06 '%v 5 Address: g',L9 ,Q,Deryr 4/ _ ?3 i5 s /$y 5 Date Called: Special Instructions: / Date Wanted: 3 - / )- 0`5 �r p.m. Requester: Phone No: 3, 6 0 -- 92 Q 38 INSPECTION NO. INSPECTION RECORD Retain a copy with permit D0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspect Date:' _, 11... r�G r7 $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: GT C H CONSULTANTS , REVIE CODE C SP Tukwila LLC 1201 — 3rd Avenue, Suite 5400 Seattle, Washington 98101 Attention: Whit Hamlin Subject: Geotechnical Engineering Reconnaissance Proposed Carports Villages @ South Station Apartments 3724 South 154th Lane Tukwila, Washington Dear Mr. Hamlin: ject On December 31, 2008, • the undersigned Principal of tec i Co sul a par iingd the eas. ub The apartment site In Tukwila where some carports are proposed test purpose of this visit was to observe the existing site conditions, o foundations the the drilling f some The hles, and to develop opinions regarding the recommendations and conclusions presented in this report viou experience with other projects in the visual observations made during our site visit and on p vicinity. , we Based on some information provided to us by Carports rton of apartment understand ite A small plan new carport structures are proposed on the western p provided to us indicates the carports will be located near Buildings 7, 11 and 12 (two will be near Building 12). The carports will be founded on some d Ile d, concrete the only. ea needed will be for • parking area will be left as -is below the carport structures, concrete the construction of the foundations. The carport foundations on i t of 2-foot-diameter o of i with the project piles that are embedded approximately 3.5 feet below g roximond d with pounds per structural engineer who indicated to us that a bearing i �pera bearing pr of 200 psf /foot has s foot (psi is needed for the foundations. Also, also been used as part of the design described in Section 1805.7 of the International Building Code (IBC). If the scope of the project changes from what we have the recommendations and should be u provided with revised plans in order to determine if modifications this report are warranted. SITE CONDITIONS in ,; . „ • • mplex is located on the north side of ui n and assous east of Hii east or ' ,, i � e overall complex has 16 apartment 9 0 , � j .7 ,!�"_ } ..,I: arking. The complex slopes moderately do to sa lea the ea and an existing stream traverses the complex from northwest APprOVEDIverte MAR 0 3 2009 c ity of Tukwila BUILDING DIVISION FILE COPY Permit No 13256 Northeast 20th Street, n 98005 16 Bellevue, Washington 747-5618 FAX (425) 747 -8561 January 15, 2009 JN 08340 RECEIVED CITY OF TUKWILA JAN 2 9 2009 PERMIT CENTER INCOMPLETE itiLTR# 1 SP Tukwila LLC January 15, 2009 JN 08340 Page 2 , and The area where the four new carport structures will be t rom ex, All the Building s carport 2 is relatively flat and on the highest side of the apartmen p • which are currently parking areas, are at relatively similar covered with sidewalks. areas between. the parking areas and the buildings is generally landscap ed or area is flat and at the building grade adjacent to Building 7 but slopes o d in tol the building pe areajacent to t Buildings 11 and 12. An approximate 4-foot tall rockery to a portion of Building 12. Ca its of Washington drilled three test holes with a 22 f western side auger er site. The ra to a �° proposed carpor Bobcat in the area of the four prop ts on upper 1.5 to 3 feet of soil in the test holes adjacent to drilled depth for all holes was 4.5 feet. The upp Building 7 and 11 was medium- dense, silty sand .fill fi li. l bel o of diu i- dense to dense, silty sand that was either native or appeared that all of the soil was fill that was in a medium -dense to dense condition. CONCLUSIONS apparently quite well compacted during the time of apartment Competent soils, mostly fill that was app proposed found carport structures. These soils are construction, were found in the areas of the prop very suitable for support of the carports for the design bearing capacity of 2800 psf and the p tY designed lateral bearing pressure of 200 psf/foot The augered et holes s where the .foundations are to be installed should be loosed soil prior to the placement o In accordance with Table 1613.5.2 of the 2006 Int n Site Class Type D (Stiff Soil)al Building Code (IBC), the to within 100 feet of the ground surface is best repres ented Y soil found in the three test holes is not susceptible to seismic liquefaction because of their relatively dense nature and the absence of near - surface ground LIMITATIONS The conclusions and recommendations contained in thi Ana li a encountered d based on site ons th ey existed at the time of our site visit. If the subsurface ommendations where necessary. Unanticipated soil are significantly different from those anticipated, we should be advised at once so that we can review these conditions and reconsider our re conditions are commonly encountered on construction t sites. ro properly oc��e project cond ons frequently require making additional expenditures This report has been prepared for the exclusive u erecommendations and conclusions nee based for specific application to this project and site. Our on the site materials observed and on previous experience are i professional have similar sit derived e mat condit The conclusions and recommendations of our services. No warranty accordance with current standards of practice within the limited scope is expressed or implied. GEOTECH CONSULTANTS, INC. SP 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. Respectfully submitted, GEOTECH CONSULTANTS, INC. cc: Carports of Washington — Roy Granger via email: roy @carporfsofwashing DRW: lyb D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS, INC. JN 08340 Page 3 STRUCTURAL CALCULATIONS PROJECT 1 //LL 6E5 @SOUTH STATION 3X24 So. X544 . La ve Tikuu/' %a, WA 98/S'8' REVIEWED FOR CODE COMPLIANCE APPROVED MAR, 0 3 2009 g uy of Tukwila BUILDING DIVISION • DENNEY ENGIN ERJNG, INC. 38809 191 Avc SE • Auburn, WA 98092 Phone & Fax (253) 939 -1373 13Y eR D DATE 10116/0? CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 FILE COPY Permit No INCOMPLET vos CttY LT R# —4_-_-. JAN 2 9 2009 PERMIT CENTER o<bc DENNEY ENGINEERING, INC. DATE 10- -)b -A»' PAGE 1 38809 191 Avc SE l//7/6 e 5 c t SOu Sts do v Auburn, WA 98092 724,5o. /547% Lave 1 honc & Fax (253) 939 -1373 ?akin fa /WA 7 8 1 8 8 Roo{ Lands Loads ova Meta/ Rooi'irzq ILL 0.7.E ,sf R00(1;77 LL 25.00 ,0s (snow) TL 25.75fisf Loe s ai pG�rli✓�S DL 0.75 psf Roo 6;/k? 0.25 psf r�ur /i oo ,sc Vappr Barrier DL 2.€X psP LG 2.5700 psf a 27.00 psi' DENNEY ENGINEERING, INC. DATE 10- 16 -DS' PAGE A. 38809 191 Avc SE fr ///cre at $ou Ste tiOn Auburn, WA 98092 ,* 3 724 So. /J47'I, Lavle phone & Fax (253) 939 -1373 rukru la LOA 7618e Alt, to ; 1 /nc/ end cSeis»1ic force cvvtdlyses well ,be b4sed O». se- c9ndard 4 -seal/ c rp its wit . . x 18 ft st8/ls.. 771 a na /yse. s w // 6e vg7rd f'o'r Gdeports o{' oe4er Jta €21 • ct^s . ,sizes % c. ft x 16 ft, x l.5 et Wind a- ka /ysis o be ha e.do &xp oswre C, an S will be Yale'd for xposure 5 sitcs, • ,4nzr /ys'is will be based on V11--0 rvi plt,, 3 sec. as a vid w , !/ be f'ar V=85 mp A too, TRANSVERSE WItid 3 DENNEY ENGINEERING, INC. 38809 191' Avc SL' Auburn, WA 98092 Phonc & Fax (253) 939 -1373 !il/i;qe' Analysis Ref: IDC zoo& and 14SCE 7 -05 ase tie 5I p/i ei AW8tkod pe,r14.5cE 7 -05 SecCov //09.6.2 Vel. = qo n,nLdi &f2. C Roof" slope. 4. 8.= /.2 /'2d / v W' r e✓ Force Resi y&i 9 ,5 stows -- Transverse Gl/ 4 y Verti _ l projected areas ('See ,' p. 3 ' 4-) !�s = ✓l zw Ps3o .I�. =1. TWe 1109.6.2.1(4) (5ee.p.?) Wori z on? ta/ projected are's PS30 -45 —8. 8 - --10.7 DATE iD-- lb -of? PAGE 5 V / kEes of South Ststio4 j72.4 1547 Laoe 7ukwila LOA 78188' ,p <,sf) 13:5 !0.3 —4.8 ps(psF) --18.6 100.6 —/2.9 -- Fr.2 See fi n. ,See f. 7 Wave height t 7' Least ,6cci /d ,.7 d r» eh57o7; /8 ga. = 2(0.0)06)=3.d or 2a -- 260.00)=5.6' <— C./se Adjustment Factor for Building Height and Exposure, X. Mean root O h l IH B D ? hai 15 1.00 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 0 40 Main Wind Force Resisting System — Method 1 Figurc 6 -2 (conl'd) I Dcsign Wind Pressures Enclnscd Buildings h560Et. Walls & Roofs ASCE 7-05 38 i Main Wind Force Resisting System - Method 1 Figure 6 -2 (coned) ' Design Wind Pressures Enclosed Buildings Simplified Design Wind Pressure, p (psi) (Exposure 8 al h = 3011.. K„ = 1.o, with 1. 1.0) Zones Basic Wind Roof A Horizontal Pressures Verlkal Pressures Overhangs Speed Angle (mph) (degrees) 3 A 9 C 0 E F o H Eoi Gal 0 to 5' 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 85 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 ----- ----- 100 105 110 120 301045 15' 20" 25° 3010 45 0 10' 15' 20' 25' 3010 45 010 5' 10' 15' 20' 25' 3010 45 0to5' 10° 15° 20' 25' 3010 45 0 10 5° 10° 15' 20' 25° 3010 45 1 2 12.9 12.9 12.8 8.5 9. 1 1 1 2 1 2 1 1 1 2 1 1 1 2 1 1 1 1 1 2 2 1 1 1 1 1 2 1 2 16.1 17,8 • 16.1 14.4 14.4 15.9 17.9 19.9 22.0 . 19.9 17.8 17.8 17.5 19.7 21.9 24.3 21.9 19.6 19.6 19.2 21.6 24.1 26.6 24.1 21.6 21.6 22.8 • 25.8 28.7 31.6 28.6 25.7 25.7 8.8 8.8 • -6.7 -ED -5.4 -4.7 2.6 9.9 9.9 -8.2 -7.4 -6.6 -5.8 3.2 122 122 -9.0 -8.2 -7.3 -8.4 3.5 13.5 13.5 -10.0 -9.0 -8.0 -7.0 3.9 14.8 14.8 -11.9 -10.7 -9.5 -8.3 4.6 17.6 17.6 10.2 10.2 10.7 11.9 11.7 11.5 11.5 10.5 11.9 13.3 14.6 14.4 142 14.2 11.6 13.1 14.7 16.1 15.9 15.7 15.7 12.7 14.4 16.0 17.7 • 17.4 17.2 17.2 15.1 17.1 19.1 21.1 20.7 20.4 20.4 7.0 7.0 -4.0 - 35 - -3.0 -2.6 2.7 7.9 7.9 -4.9 -3.8 -3.2 3.3 9.8 9.8 -5.4 -42 -3.5 3.5 10.8 10.8 -5.9 -5.2 -4.6 -3.9 4.0 11.8 11.8 -7.0 -6.2 -5.4 -4.6 4.7 14.0 14.0 1.0 5.0 -15.4 -i5.4 -15.4 -15.4 -72 - 2.7 1. 1 5.6 -19.1 -19.1 -19.1 -19.1 - 8.8 -3.4 1.4 6.9 -21.1 -21.1 -21.1 -21.1 -9.7 -3.7 1.5 7.6 -23.1 -23.1 -23.1 -23.1 -10.7 -4.1 1.7 8.3 -27.4 - 27.4 -27.4 -27.4 -12.7 2.0 9.9 h560ft. Walls & Roofs -7.8 -3.9 -8.8 -10.1 - 10.7 -9.8 -5.3 -8.8 -4.3 -10.8 -11.6 -12.4 - 13.3 -12.0 -6.6 -10.8 -5.3 -11.9 - 12.8 -13.7 -14.7 -13.2 -7.3 -11.9 - 5.8 -13.1 -14.1 -15.1 -16.0 -14.6 -7.9 - 13.1 4.5 -15.6 - 16.8 -17.9 -19.1 -17.3 -9.4 -15.6 -7.7 0.3 4.3 -10.7 -4.5 -4.5 -21.6 -21.6 -10.7 -10.7 -5.2 -0.7 0.4 4.8 -13.3 -13.3 -13.3 -13.3 -6.4 -0.9 0.5 5.9 -14.7 -14.7 -14.7 -14.7 -7.1 -1.0 0.6 6.5 -16.0 -16.0 -16.0 -16.0 -7.7 0.6 7.2 -19.1 -19.1 -19.1 -19.1 -9.2 -1.3 0.7 8.6 -6.7 -6.8 -7.7 -8.1 -7.8 -3.4 -3.1 -8.4 -8.9 -9.5 -10.1 -9.7 -4.2 -9.3 -3.8 -9.8 -10.5 -11.1 -10.7 -4.6 -10.3 -42 -10.1 -10.8 -11.5 -12.2 -11.7 -5.1 -11.3 -4.6 -12.1 -12.9 -13.7 -14.5 -13.9 -6.0 - 13.4 -5.5 -21.6 -21.6 -13.3 -5.1 -5.1 -26.7 -26.7 -26.7 -26.7 -16.5 -6.3 -6.3 -29.4 -29.4 -29.4 -29.4 -18.2 -6.9 -6.9 -32.3 -32.3 -32.3 -32.3 -19.9 -7.6 -7.6 -38.4 -08.4 -38.4 -38.4 -23.7 -9.0 -9.0 -5.2 -5.2 -16.9 -16.9 - 16.9 -16.9 -11.4 -5.8 -5.8 -20.9 -20.9 -20.9 -20.9 -14.0 -7.2 -7.2 -23.0 -23.0 -23.0 -23.0 -15.4 -7.9 -7.9 -25.3 -25.3 -25.3 -25.3 -17.0 -8.7 -8.7 -30.1 -30.1 -30.1 -30.1 -202 -10.3 -10.3 Unit Conversions -1.0 RI= 0.3048 m; 1.0 psf = 0.0479 kN/m ASCE 7 -05 DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE 10 -)b -o' PAGE g f1'/�ces a t �5'oufh Ste ,3 72 ,50. /54 Laoe Tukwila, 14IA 78181 ltii n d forces en Mier-Rs 7r r> s ve vese Wen d /5.5(5. 6)(o.7 )(2) - 1- 8.1(5.6')(o. 375)( x 3)(0_75) -x- 4.3' (2'. )(0.37r) = 400# a LOh9i L�"i dinar fi1/! o/ F = /55(5 4-23',/(6.1?)(0- 75 ) 72* DENNEY ENGINEERING, INC. 38809 191'' Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 Seistyric Force - Allduvable G 5'tress Design Ref: 113C 2666 Sect. /665;3.1 ad 4$g 7-05 Sect, 2.4:1 Mapped Spec - era/ Acce /ereeton S = 425 /=4i. /49/3_5 (1) .rDe 20010 5 r s =/ca 5/te Cass t2 1a, - h 56 Table /!0/5. 1.2(1) Srns = 1.56(1•25). =1.75 4 11.4 -1 5 = 2 /35 m .s = 3 x l.96 = 1.30 e$. 11.4--3 SeIs t 1 is Oesi9 v Category P (45cE 7-05 Ta6le /1.6-1) ,5ei s ml c Base Shear 4SC E 7-05 !/ C W E•i. /2.8-1 as — Sas T = /.00 R=2.5 /2. e- 2 R/I C,s = /. 3 0 (1.00 =0.52 2.5 Load Co mb<natiori ( ,152E 7 -05 Sect. 2. it. /7 k U 4 . 0.7E V= Os itl = 0,7 (0.52)(141) = 0.364 -W 5e/Sr'1 iG Force NSS c ill F =- 0..364{ x30+ = 264# "t4 col's W4nel can &rolS '6 S� /s rn 1c coviz" - -,ofs /dn i z`uc/ ;rid/ y DATE /D -l6 -o' PAGE 9 ½ 7/e $ at South Stator ;3724 So. 1547/i Lave 7ukwila, k/A 78181 Uplift oh Maim 11J/;4(1 /2ree 1:?8sisb s (Muip -Rs) Pnet, = ✓ A 1.21 .r =1,dO Ps 36 .= -- /0.7 psif / e;r r uble 16o7.,.2./(I) (5 p. 7) 7 p net = 1.00(/.21(41.7)= -L2.9 s± Up 11 on Compatie 'Le'' f( C. l.geidiel /?n p L X tw f net 30 .A.... (.21 ,7 =400 Clsc p»e 3o {or zone 3 7 &4/e /609.6.2. 1(2) (See p, ii) psf a,, r/ pfine - 1.60(/. 21)(15.8) =19.1 10s TA. C:.41 DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Pbonc & Fax (253) 939 -1373 DATE /D- lb -OS' PAGE Vil/679es at South Station ,3 724 5o. 1547% Lathe Tukwila, Lt/A 78181 tone Basic Wind Speed V (mph) Oil 85 90 100 105 110 120 1 10 5.3 -13.0 5.9 -14.6 7.3 -18.0 R.1 -19:11 8.9 -21.8 10.5 -23.9 1 20 3.0 -12.7 5.6 -14.2 6.9 -17.5 7.6 -19.3 8.3 -21.2 9.9 -25.2 1 50 4.3 -12.2 5.1 -13.7 6.3 -16.9 6.9 -18.7 7.6 -20.5 9.0 - 24.4 1 100 4.2 -11.9 4.7 -13.3 5.8 -16.5 6.4 -18.2 7.0 • -19.9 8.3 -23.7 2 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 2 20 5.0 -19.5 5.6 -21.8 6.9 -27.0 7.6 -29.7 8.3 -32.6 9.9 -3R. 8 1 to NMI 2 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 2 100 4.2 -14.1 4.7 -15.8 3.8 -19.5 6.4 -21.5 7.0 -23.6 8.3 -28.I 3 10 5.3 -32.8 3 -9 -36 -8 7.3 -45.4 81 -50.1 8.9 -53.0 10.5 -65.4 3 20 5.0 -17.2 5.6 -30.5 6.9 -37.6 7.6 -41.3 11.3 -45.3 9.9 -54.2 3 4.5 -19.7 3.1 6.3 -27.3 6.9 -30.1 7.6 -33. I 9.0 -39.3 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 1 10 7.5 -II.9 8.4 -13.3 10.4 -16.5 11.4 -18.2 12.5 -19.9 14.9 -23.7 1 20 6.8 -11.6 7.7 -13.0 9.4 -16.0 10.4 -17.6 11.4 -19.4 13.6 -23.0 1 50 6.0 -11.1 6.7 -12.3 8.2 -15.4 9.1 -17.0 10.0 -18.6 11.9 -22.2 1 100 3.3 -10.8 5.9 -12.1 7.3 -14.9 8.1 -16.5 8.9 -18.1 10.5 -21.5 2 10 7.5 -20.7 8.4 -23.2 10.4 -28.7 11.4 -31.6 12.5 -34.7 14.9 -41.3 a 2 20 6.8 -19.0 7.7 -21.4 9.4 -26.4 10.4 -29.1 11.4 -31.9 13.6 -38.0 2 50 6.0 -16.9 6.7 -18.9 R.2 -23.3 9.1 -25.7 10.0 -28.2 11.9 -33.6 2 100 5.3 -15.2 5.9 -17.0 7.3 -21.0 8.1 -23.2 8.9 -25.5 10.5 -30.3 3 10 7.5 -30.6 8.4 -34.3 10.4 -42.4 11.4 -46.7 12.5 -31.3 14.9 -61.0 3 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 3 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 3 100 5.3 -24.0 5.9 -26.9 7.3 -33.2 8.1 -36.6 8.9 -40.2 10.5 -47.9 Roots 27 to 45 degrees 1 10 11.9 -13.0 13.3 -14.6 16.5 -18.0 18.2 -19.8 19.9 • -21.8 23.7 -25.9 1 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 1 50 11.1 -11.3 12.3 .12.8 15.4 -13.9 17.0 -17.5 18.6 -19.2 22.2 -22.8 1 100 10.8 -10.8 12 1 -12.1 14.9 -14.9 16 5 -165 IR 1 - -IA 1 21.5 -21.5 2 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 2 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 2 50 11. -13.7 12.3 -15.3 13.4 -18.9 17.0 -20.8 18.6 -22.9 22.2 -27.2 2 100 10.8 -13.0 12.1 -14.6 14.9 -18.0 16.5 -19.8 18.1 -21.8 21.5 -23.9 3 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 3 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 3 50 11.1 -13.7 12.5 -15.3 13.4 -18.9 17.0 -20.8 18.6 -22.9 22.2 -27.2 3 100 10.8 -13.0 12.1 -14.6 14.9 -18.0 16.5. -19.8 18.1 -21.8 21.5 -23.9 I IleM I 4 10 13.0 -14.1 14.6 -13.8 18.0 -19.5 19.8 -21.5 21.8 -23.6 25.9 -28.1 4 20 12.4 -13.5 13.9 -15.1 17.2 -18.7 18.9 -20.6 20.8 -22.6 24.7 -26.9 4 50 11.6 -12.7 13.0 -14.3 16.1 -17.6 17.8 -19.4 19.5 -21.3 . 23.2 -23.4 4 100 11.1 -12.2 12.4 -13.6 13.3 -16.R 16.9 -18.3 18.3 -20.4 22.0 -24.2 4 500 9.7 -10.8 10.9 -121 13.4 -14.9 14.8 -16.3 16.2 -18.1 19.3 -21.5 5 10 13.0 -17.4 14.6 -19.5 18.0 -24.1 19.8 -26.6 21.8 -29.1 25.9 -34.7 5 20 12.4 -16.2 13.9 -18.2 17.2 -22.5 I8.9 - 24.8 20.8 -27.2 24.7 -32.4 5 50 11.6 -14.7 13.0 -16.5 16.1 -20.3 17.8 -22.4 19.5 -24.6 23.2 -29.3 5 100' 11.1 -13.5 12.4 -15.1 15.3 -18.7 16.9 -20.6 1A.5 -22.6 22.0 -26.9 5 500 9.7 -10.8 10.9 -12.1 13.4 -14.9 14.R -16.5 16.2 -1R I 19.3 -21 5 Figure 6 -3 (coned) Net Design Wind Pressures Inclosed Buildings h560 ft. . Walls & Roofs Net Design Wind Pressure, p,,,,30 (psf) (Exposure a at h - 30 rr. with 1. r.o and Ki • 1.0) Unit Conversions -1.0 ft =0.3048 m 1.0 psf = 0.0479 kN /m' 42 ASCE 7-05 . 1 1 DENNEY ENGIN INC. DATE /0—)b-t2 PAGE /ot //67 eS at South Station ,3 724 So. 1547% Lave 7ukco la, u/A 7818' 38809 191` Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 Roof Sh e a z i>7 9. cor Grav;fy cw,ell h/,ncr ,9 1183! 29 ya.. or 1/ic West 11/ -RIB W= 2G.744 1 . • 1 : /V1• _= 20".75(4.0 `2 _. 20(p 2. /14 /D 0 r - 32.2 ..'c; Aid N1- ' � 8O Asc. F6=-o.6o('o) - -- As( • 5 = 0.0623" . 0(023 " 7 0.Z: I 2 psi < 47 psi OK 5 � -- 00..0 54 2 ". L,lse :S s�' or � Xr�m u ni St . ; Q.954.2. C8'(&. ar^ W j n C( :1 6:f11 w / , /:9../ 'f;' For 'culrd 6 4-4 (1.33. M 4 "i ig1;9 . . C 15.50Z) .. ; .47i pit : < .43,: 9 80 psi OK 4�2 . G3.78 /(s i HR3€ 26 & 29 Caugc Cladding Panels reaturing ZInca Uillerar rwicd the life! ti t s liicatoin e combines the strength of steel with the connslon resistance of aluminum for twice the life of %Inc. coatings. 11 R -36 is A ibrough- fastcnetl'nitlal parit:1 will! lull 36" tovtrage. l•If.36 iS Itredominantly, used iM irrduiIHdl roof and wall ailplicationS. ► 0 Wider coverage Means ttwer p1ne$i to handle and install, baying time allc) tnonr;y. C1 .long spanning capability; design provides Superior Toad and span capaciliO, Saving money in structural summit. 0 Quick, economical Irirn packages available as standard lrtm pieces that can lie ordered by nwnl ,er. u Crimp Curvin8 available for a unique appearance. 0 High tensile steel panels in 29 arid 26 gauge panels r vailable with the [iur.,tethulil caating system dr Zinralunic" Pk*. ' 0 ribcrp skyliij h% panels are available to with the pro. file of the metal p.Anet::: 1. 14et.36 (typical Roof Application,) u�- I•.: > 3116.44 I.hg“1.41., I i .4.--- Th NM ('nvtnent — .,. 1(hvefsr(l $411.36 (typical Wall Applir.iliun) 1 in* I-,., Into. a• oar 36' Nrl Covre Nut --. — .-- .____. .___... S+ la tin' /(11 iin• /hl .Ilr ►23 .05112 .05 62 .0592 .one; .111125 .na3'1 .IIn.In •'tUlLblNG Pr2ouucrs tacdnia WA 40A. »3;4935, 253.301.4955 MX 253.171.0791 1`efttana, CA A00-)13.2466, nn9.1t23.o4tll rAx 9c19•118.2Q5 13 DENNEY ENGINEERING, INC. DATE /D- /b -AS' PAGE l 4/ /ages at South. Stetion ;3724-So. 1.4t4t Lane Tukwila, Lt/A 781 Fe she, co. yz e G a/ (or GO d r , Load p mot = 15.30-/z / - /o(2) = / /o. � � f 4.45e 1/ -- /4 - T.fc Scre.Ws at /2 1 'o. c, Put / over Capecit y IN 243 a 56t. = 537 It- See p. /5) Fo 2 a. �,��' �`� pu.lto t& Pr'opor?M - ►?a/ 10 d1/ R.41 / -0 ver 5:3 70."o/72/0, 02L /-7) = 3! . .3 7 4 �> 110;d . v !< F5'. on LI /fi /v) a'ee = 374/78.7= 3.7 Sal a Pal - u.t. C:W2 4;e 1» r a. /)uri;n •- y � � .._ 1134 -�'� (5e /'. /5) 1 /3 > .1.10:4 D k n • LUl tiwi crto 10.25 0 1< 38809 191" Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 age_ *72. --/ TV< Screws /2 ' Q. c. tiLATECI H'ree 43 EL!` ►tWI1LL.1Nt ri1 YsICAI. 1 'l RT1p$, Ileed.•Actuss rlels: .312•.105 'thread Dia. (O.l).): .215••0..09 Thread pin. (1.U.): .164.357 PUI.I. OUT 51 REN(;1'll: IPbUNt)S UUTIMATE1 PREDRILL bIA. AVE. Pul..1. ou 1I'OUNI)S) lt) or d y w MATERIAL OVASt1I tt I)i /4M1;in Nnne S /8" 1 414 tH. • 1 :2 t;A. (.104) !7 KS1 16 GA. (.062) -�� 50 K5I r'1t1�:u1t1L.1..IN(1 NOT itisV.U1(ttit) MATERIA1. (GA) N/A . 0KS1 IIASU 932 rum, avl:lt STltl:Nvr111 NOUNINi ULTIMATE/ STEEL siiii'riNr 20 GA •• . 22 GA. 24 (;A. (.039)• (.034) 026 I SMm. = GALV: GALV, 1358' 1008 713 1344 Mln. Tensile: 2r*X) Pounds 14its. 'rntslonnl; 921 lns.•Lbs. Mtn. Shear: 2(/i( l'uunds .. 1193 1590 1465 1008 15(;A. • (.0(74) 50 K51 CA1.V. 7 earl 720 1117 152S 1020 763 REt:OMMCNDI;I, DRIVING •' • 1900.2500 rJ'M .5t rewdtiver a 11M10111 r e d . I ulpp 10eallni nose piece to prevenlioverdelving end shipoui. (Do MA use Impacllhg tyre drleer3 ' RECOMMENDED MAXIMUM 0 ILIA T ClWCSS: 3/16: Approx. (Total thlcklies orshedli ng;snd:atieitIu,i1 Inth1dln g compressed thickness. Thickness may vary depending upon lyp i (assGibly bbIpg (lt1fl d',) .070 M. 2001 1 . _......• ' ..._._._ 31I6 WA,rl1l It 'tYP11 VOX 6326. VAr1 REED Ai SPITING. WYOMISSING. I'A.19610 213.3164751 FAX: 3/64551 AII.M:iA CIIICAGI 11OUSIt0.1 LOS ANGELIS.SAI.1:M SOMERS.T 1U1.SS Irr Canada. !r'!ir)I•rtrl NM% .035 Metal sealing wn3lrrr used for pull over testing. '\ DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE iD -1b -off' PAGE f (o Vil/gyres a t South Station ,3724.5o. /54't Lavie `Tukwila, 141A ?8/ Fe Par/err desiy,1 will be Gased on 4-3 car orl s with 9' x 18 /,sty/ /sues. Tz)e des/syn. uut'1t 6e vellid •for 6--cm Brea te4 if carports u)i ti se-time or lesser' sta// Clierte s. Roof h eals and Cvlctivcris ; cvj /ra /so be ciesivied 68se.d on pu.rlih: foes'. '4'61,,L r*. !.eta /l rcr- ort`s, des (q r) will also be :valid for o tees e'dn fryurd tee s avicl s alter stall sizes. .Except • Carpor.t. Coll He sttl(s and coalk coatis wit( regu cre .5)e.ef l cdl uJatrovs for pu.r /,hs, 6e0n15 ltd 6o/elm/ins. DENNEY ENGINEERING, INC. DATE /D -)b -D2 PAGE /7 (r'l /8 e 't South Ste/ to ;3724,5o. /54/4 Lace YUkcujla, Lt/A 78181 38809 191 Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 Puri'ir25 cvr 1- --St ,/l Carport Szza /l size Width ath = V' L ej1 itf-i Ana /95i.5 will 6e va /io/ •or.5ma / /er stall sizes boo ) W=2708/2)=- E af=243 18'' ¢ 37 k M - o. z 4:-3 (11),2 w q. , 4 2 - 9.g4 0 I 91 4 . 37 k 9.ezik• L /se C�o;x� .X i4: �c ' y. rn/ Allo,w‹.7b /e 'MOMdv).t A 6560 22) Reac. Z R= 37 /< DENNEY ENGINEERING, INC. 381509 191" Avc S1 Auburn, WA 98092 l'honc & Fax (253) 939 -1373 'curl/r).5- fo - SYe // r art 2 70) - 2 e(3 44 / Q.4(0 kIV I$' 3.13 k . 3 DATE iD— /b-OS' PAGE IS V P /61res' at SoutA Ststoo4 ,3724 $ . /5414 Lame Tukwila 141A 8L88' Myklax. _ - -7.8' k M' - max. - - 2.61k 8y tIo�n < 6 1n Jl1z r/0r 5/Dat,S Us C .eu -- '7• (can ttlev &r Ll'Se C10 x = 714,1;4, AI /ow ah /e ru m e.n & _: 1 (.73 k (Sae p. 22) 1 2 3 1 JOINT NUMBER 1 2 3 JOINT MEMBER NUMBER 2 0 18 36 Full & Partial Span UNIFORM LOADS (k /ft) 1 .243 2 .243 --- COORDINATES - - X(feet) Y(feet) 'LEFT' END Jnt. F/P 1 F 2 F MEMBER UNIFORM NUMBER l'OAD(k /f t ) <-- SIX -STALL CARPORT PURLIN D +L 0 0 0 X- RESTRAINT Rigidly restr'd Unrestrained Unrestrained a. < -- a- JOINT INFORMATION 'RIGHT' END Jnt. F/P 2 F 3 F 1 1( I. 1 1 V V V V JOINT WADS MOMENT(k -Ft) X - FFORCE(kcips) Y- FORCE(kips) -9.84 0 0 0 9.84 0 SUPPORT INFORMATION Y- RESTRAINT Rigidly restr'd Rigidly restr'd 'Rigidly restr'd MEMBER PROPERTIES AREA (in2) 1.67 24 1.67 24 . MEMBER LOADING INFORMATION PARTIAL SPAN a b UNIFORM LOAD (ft) (ft) MOMENT of INERTIA (in4) k - C - > R L TRIANGULAR LOAD(k /ft) 0 0 0 ROTATIONAL RESTRAINT Unrestrained Unrestrained Unrestrained MODULUS of ELAST (ksi) 29500 29500 TRIANGULAR LOAD 1 1 (k /ft) 1 1 • v v R c d (ft) (ft) k -ft (+ clkwse) 1 1 (L) -9.04 2 (R) 4.9215 2 2 (L) - 4.921501 3 (R) 9.84 , 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 2.46025 2 - 9.536743E -07 0 3.0275 3 0 0 2.46025 MEMBER END ACTIONS MEMBER JOINT BENDING MOMENT AXIAL LOAD END SHEAR kips (+ rght) kips (+ up) 0 0 0 0 2.46025 1.91375 1.91375 2.46025 2.46 -9.84 1.91 2.61 2.61 SHEAR (kips) -1.91 -4.92 -9.84 MOMENT (k -ft) -4.92 • SHEAR (kips) - 2.48 MOMENT (k -ft) SIX -STALL CARPORT PURLIN 0 +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 'Loft End' = Joint 2 'Rght End' = Joint 3 AXIAL LOAD = 0 kips DENNEY ENGINEERING, INC. DATE JD —/L -02 PAGE 22 47/c?e6 at South Steto4 j724 &. I547'4 Lave Tukwrlo, JA 78181 C10x3x 38809 191'' Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Par /;11 Altow26/ /VJoPevtt 7- A- /./9 gy= /,02e J= 0.002023" ¢ C 24 -.306 Po = 4 402 G = /, 300 ksc: C= 29 /psi (5epp. L/n 6 r & c e d le t — 9, o ' k = 1.0 L ge ed n rota tiers for lateral tors/aria/ b ckJay = F7 (29, 500 ) =26.38 ksi m e 6 ( / ), / R y )2 (Lo x q . / 2//. o2 g ) CI' — I 6r J f /1e Z E w , / //, 300(0.00zo2 3) 4 9 ?7(29,560)(2z/.3 00 /. /9V(4.1 2)7- (/.aDx 9.6 x 12) -27.2/ ksi _. i4/ko Q' e 4-' ! . / 4.402)7J26. 3x(27.2/) 1 40. g k'' -11.73 k ( Max. Calcufatec/' mo -mei/tt = 7. ?Lt k' Jt A > 7.84 k' 01K Llse C70 x3 x 14 6a, par /i►9s (Y-"/aviqe u> /a/fi Ok too) J1 STRUCTURAL PROPERTIV3 Section Type l Dcolgnolor Flange Width cc XC CU _ lu SU1\ J• "J•. ;l. Tiro structural properties Included In Ihis brochure have been computed based on the American Iron and SIoaI Insliute 'Spocifkatlon for tho Doslgn of Cold - Formed Structural 'Ambers', 1906 oditIon, Including the 1900 amondmonis. Thickness - Stool Components' Gauge Doslgn Thlcknnss (in) 25 .0100 22 .0203 . 20 .0346 10 .0451 16 .0566 14 .0713 12 .1017 Minimum ThIcknoss' (n) .0179 .0269 .0329 .0420 .0530 .0671 .0966 Uncoated Steel Thidtnets. • Thlduress Is for carbon sheet sleet. Minimum thldcnoss represents 95/. of the design thidmoss and Is the minimum, aOCOptablo thickness doliverod Ip the Job she based on Section A3.4 of the 1906 AISI C•odo. Donation of Structural Propolty_Symbols Gross Propedlos Momont of Inertia of the gross section about Iho X -X axtS (strong ads). Ft,: Radius of gyration of the gross section about the X -X axis. I„: Lionlont of Inertia 0114 gross section about t io Y -Y axis (weak axis). 11,,: Ftadius of gyration of the gross section about tho Y•Y axis. • -5- a• 1 - (Xo/Fto? • ST MT WT_ DT EIIoctive Properties S,,: Elloctivo sodion modulus obout tho X -X axis (strong axis). I„: Moment of Inertia for deflection calculations basod on 'Procodure 1 for Deflection Detorminatlon' of Iho 1906 AISI Spodncation. Y,: Maximum distance from the outside of oithor Mango to rho center oI gravity of the effective soctlon. M,: Niowable Bonding Moment • Ilasod on lire effective section modulus and the afowebio stress krcl the slrongth Morons() from cold -work of tomring (AISI A5.2.2) whore' appikablo. Torsional Properties J: •S1. Vonant Torsion Constant C • Torsional warping constanC of Iho section X,: Distance from the sheer •cantor to tho controld along %ho principal X -axis. ft,: • Polar radlus of gyration or tho section about the conlroldal principal axis. • X -= a3 5[f.110N GROSS eo Weight (in 1) lb/11) 0.612 7.08 0.766 7.61 1.,161 3.61 PROPERTIES I„ R. (in 4 ) (in) trrECTNE PROPERTIES '_ ._._. S I„ (In)) (in 1 ) Y (In) 2.745 2.199 2.107 - - ----- Mn (11-111 I 1608 7.117 3700 J (l6 -sh• 0.654 1,790 3.650 TORSIONAL PROPERTIES X0 (In) 7.•773 -2.634 3.395 -7.618 4.574 -2.616 R (in) 3.311 3.299 3.77/1 . A 0.369 0.370 0.363 In ( 1 ) � 4004116 4009/314 400WJ12 r In 1.729 2.146 2.907 1.661 1.674 1.654 0.758 0037 1.243 1.11.1 1.106 1.082 0.644 0.040 1.263 1.607 2.087 2.873 60OW.116 600V/J14 600VN12 0.725 0.909 1.765 7,47 3.09 4.30 4.311 5.360 7.373 2.438 7.431 2.407 0.873 1.070 1.431 1.097 1.090 1,066 1.105 1.447 7.177 4,005 5.160 7.737 3.317 3.256 3.140 '2758 3610 5433 '0.774 1.540 4.360 6.302 7.045 10.535 -2.332 -2.317 - 2.301 3.548 3.531 .1.500 0.508 0.509 0.566 8001 1100WJ14 800 0.8311 1.051 1.460 2.05 3.50 5.00 8.344 10.400 14.217 3.155 3.147 3.119 0.957 1.163 1.576 1.068 1.061 1.037 1,537 2.146 3.213' 7.843 9.963 14.094 4.495 4.706 4.164 3834 5334 8016 4752 •6974 10944 .. 0.895 1.701 5.061 r . 7. r 7: ,1. 11:952 14.724 19.076 r 4. 06 • -7.101 -2.006 -7.072 -1,916 - 1.907 - 1.885 3.9.10 3.977. . 3.085 4 4.40 . 0.715 0.717 0.716 0.012 0.813 0.813 1000W316 I000WJ 14 10009/J17 . 1.19 3.24 4.06. 5.69 14.055 17.549 24.164 3.043 3.834 3.802 1.021 1.283 1.604 r 1.07 + • . 1 1.905 2.795 4.366 13.409 17.029 73.849 5.019 5.440 5.161 .r, • 1200WJ16s 1200WJ14 170014117 1.665 1,336 1.875 3.62 4.55 6.38 71.660 77,070 37.394 4.511 4.501 4.466 1.072 1.325 1.767 1.003 0,996 0.971 2.275 3.309 5.698 20.797 26.566 36.909 7.1110 6./71 6.195 5617 4256 14716 1.131 2.265 6.463 79.802 36.790 49.995 -1.764 - 1.750 -1.737 4.946 4.931 4.868 0.813 0.014' 0.074 . STRUCTURAL PROPERTIES See Nolo 1. Below For Yield Sirenulhs NOTES: 1. Elleclive properties based on r Inr 17, 14 and 16 gauge sections, r .33ksi for 16 gouge sections. 14 and 16 gouge sections may be produced wilh roi33ksi, rot 331isi 14 and 16 gauge seeliant multiply nonviable moment by 0.66. (C,nlncl manu(nclwer for ovoilablMly) 2. Elleclive properties and ollowoble Moment incorporale the strength increase Irom cold-wadi of (turning where oppIcoble. (Alta A5.2.2). 3. Tor deflection calculations. use the elletlive moment nI inertia. 4. Web height ID Ihitknese avoids 200. Web slillene. • ...glared of support points-0151 01.7) 5. lnbuloled woos ma bosed on. Aso lull un- induced crass section al She joist int/Aber, 6. 1' or 'mok -aril arienlnlions, technical nsslslnnce is rcq'd. Cnntoci the manuloclurer for this nssislonce. tliffcncr lip - 0.673' miniMum 16, • 12, 14 end 16 gouge 0.50' minimum for 18 gauge 1v S5OTION -15- WJ SECTIONS 2" I - i turf Lip 3 EJ SECTION WJ SECTION J) • AL/ ■: /hod (' 8cams @ End Frames 14:37k 5 137(5') — 2/.85 /< �r y W 8 `' /F6 = O. 0_, (50) = 33 QC's i 5 res'c/ - S/• 85(/ z) _ 7, ?5 i!3 r 33 ase W6 x 10 Fy =50 ksi / " ^—' 7.95 k ' 0 ✓ers &re55 = /, e %a Say .. DENNEY ENGINEERING, INC. DATE /D— l6 -oS' PAGE Q5 VilkQeleS at South Station ‘ 3 724 5c. /54 4 Lave erukcD;la LOA 76/81 38809 191' Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 5' 4. 37k Load P = 37 A' ( $p. 17) DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 ea /U. s /14 l 0 SO/ = 1.37(2) = 3.74 k Trj. / 4x 3 %G Py =Q-a is st 4 4, J 8 rx 2.23" Sy 4;66 " C li/..6 = 2. t a ., e = 7 /rx _ 2.10 .7x1 = :�.(0, = 0.71 Ca = 0. qCo ra, = 0.3 ?0(4 9) /8.22. l:si 8. 2,4.0 ksi « 18.'zi / <sc O DATE la -16 -02 PAGE ___ V/7/6' tie S a t South Station ;3.724 So. /547`11 Lake Tukwila, NA ?81 C i4 e . d Bah C 1 1 ; 1 o � a c , e & o Lae Fe rce. s • 7`1- v,sverse 1 0 . 1 , a 460' ` /� to ems^ Cc4/1rn•1 = 4o /z 2C00 4 M = 2 O '7 /400 !A • F4 - C > . 6 cad) (44 3 3) =16.3 3 8 As i -(4 thjzfiti el' fy se 4:4 k5i cik 5.8 / • Coll-16m e:ci�:� e s se ;5 4 /S y ln:1 'pectioy; 1.0 n7 tu.driera /Seismic 132. # per Column. F6 Z". 0.7 S(4 &< /. 33) =1-6 3 q /4 = /32(7)= 924 fby=.95 C/se NSS 6x4 x Cokonns FriteeAS1 ' = 2.38 Asi OK loo t o y s Max. Load Pte= 4.37(2) = 8.74 k Else Cate?or y 4 Sort per Ta61e 1804.2 T eti A-55P - 2066 psf for Doti ic 12 wide 12' dee p 20 % lr?crease for escGi adds to - veal foot of wrelfG. &KCB deeo11G 71-y F t y . 2 4" d, a x The.v► Asf3P = Z004 f 0.'20[(2- 0+(3.5 /)](2Cb0) = 3400 psf Fly. area = 3. 4 sf S5P X740 =2703 esf < 34 psf 3. /4 lvee,d 2' d/a, x 3.'4/ deep Ptq. for i pl/ ft (See p.27) Jse 2 x 3 deep ft9. DENNEY ENGINEERING, INC. 38809 191' Ave SE Auburn, WA 98092 l'honc & Fax (253) 939 -1373 DATE id-lb-02 PAGE 2 7 Vilic°9e6 at 5ou Std tiosi .3 724 So. /547`*1 Lave 'Tukwila, t(/A 8/sT DENNEY ENGINEERING, INC. 38809 191" Arc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 DATE /D--16 -off' PAGE 28 4 /le e s at SocriA Station 4 3724 So. 154 Lake Tukwila, PM 7818 Foot/hy Depz re'c/ for Lateral Zearin y Ose ec/ ii formula per .113C 2o(' Sect. 1805.7.2.2 E. (5 -2 .Dep t i. c/ * 2 5 PGA 5 p--= 404/2 = 200 (Wind force) 2 calctrnns h =7" b 2' t-Se.ct. 1804 3.1 S = 150 +(3.5-- I)(/50)(1.33) 1050 d = 425(200)(7) �. 2 If < 3.50' Ok 65O(2) See re5u /rewteh6 or uplift, next / aye i 0 . 61 ( /if -' ,•:' • PUN. -- r2.9 psi p /0) resat✓ L oa.61 RrsoF 44 = 2(V) 1.33 psf . :/Udt up 0 /15 %.pS f . L / r / i P /76r 0 4 1 4 :rnn Z 7 0 1 . 6 ) ; - = . . 3 7 4 - ` 7 * Use 7.7 1 ory uU i = 3 / ° coo nl '7;. -12d pcc DENNEY ENGINEERING, INC. 38809 191s hvc S1.; Auburn, WA 98092 1'hunc & Fax (253) 939 -1373 DATE /D -/d -off' PAGE 9 V/ /c? e 5 at South Station 3 724 5'o. 1547'4 Laoe rrukcur /a, Lt/A 78188' 177:y c/=.2 _ /.00 a.= / 7 , & 0 7 . 7 3 1 ° • : . 7 ° ... 63.5 r r f - 1 . 0 0 # 2 . 1 0 = 1 , 1 0 42 = r//` 3/ (.3.10)/0.60=5./7 ik/.. o'Co'ncreiig. ' ,ol�h 'N(2 , 00)(3.50) /4 = 11.00 cP - (3. /NY5: / --( /. 4o)( /. ( 07)3 -- f /. oo z 3 7.26 cc 3 C//i; 01 di it.►w1n . :11, irciyz lag • /1):41p #L ' D ;' :cre po`& 45 33)(D. 50)(2. d) = 50 /ode / o c. --3`o 7i) / (1 /, 0 f50) + (3 Y. 23) 20 x-58 = 6364- .o3 '4 # 6 6 x.37 o!< -- = 1:70 DR. Lhse , 2 d/ . x 3 dee4 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, Chy of Tukwila Department of Community Development Jack Pace, Director 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: If you have any questions, feel free to contact me in the Permit Center at 206 431 -3670. Sincerely, ifer Marshall it Technician CC: Candy Ford File: Permit No. D08 -504, 505, 506 Encl P:\Permit Center\Refunds\D08 -504 thru 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 ' -4, ., vENpoR-. .." ' ' • : .111ATE:':- . criEcK : - -: : .:: CHEtK AMOUNT : 011572 03/16/2009 CITY OF TUKWILA, WA 98188-2544 CITY OF TUKWILA 6200 Southcenter Boulevard Tukwila WA 98188-2544 PAY Eight Hundred Twenty Nine Dollars and Two Cents TO THE ORDER OF SP TUKINILA LLC 1201 3RD AVE, STE 5400 SEATTLE, WA 98040 ACCOUNTS PAYABLE CHECK it■IVOICE NUMBERN'!, 031609314 03/11/2009 -a.P.O.;NUMBER: DESCRIPTION • D08-504,05,06 REFUNDS • .AMOUNT 829.02 PLEASE DETACH BEFORE DEPOSITING I THE FACE OF THIS q DOWN ENT HAS A COLORED ;BACK KITEOIEAKGR•OVNIDRNAMIVIAUT•Mifiarttadr•Mt:• :t.` , • I=Agliggn=4 , :i, , , Zail:1711 EPBAC KII - ,2D:OCUMENT,i14,1AS: ,, AN., - ;, , ArtirAFIC,IAL.NAT;g9 • IyiAR1.7.;ki 012 WAVA'N;;;ANIGIS: EAToNA,NyMM04-#2WW,M4240-5; PAYABLE THROUGH • U.S. BANK 151 Andover Park East Tukwila, WA 98188 " NO. •••ffe xliut.,41.aav 19-10 1250 D08 -504 $107.67 D08 -505 $345.18 D08 -506 $376.17 TOTAL 829.02 t r Guy of Tukwila Department of Community Development Jack Pace, Director MEMORANDUM TO: Laurie Anderson FROM: Jennifer Marshall DATE: 05 March 2009 v 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 f Fee Items- D08 -504 12:29 03/05/2009 Total Rows: 28 Page 1 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 Total Rows: 28 Fee Items- D08 -505 Page 1 12:43 03/05/2009 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 Dear Ms. Ford, Bill Rambo Permit Technician Enclosures File: D08 -505 • Ch of Tukwila RE: Letter of Incomplete Application # 1 Development Permit Application D08 -505 Villages at South Station Carport 4 — 3819 S 154 Ln Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 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, - 1><J1-P P:\Permit Center\Incomplete Letters\2008 \D08 -505 Incomplete Ltr #I.DOC wer 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 -505 Plan Review: Dave Larson, Senior Plans Examiner Tukwila Building Division Dave Larson, Senior Plan • 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. DEPARTMENTS: �-s Edo Building I Islon Public Works ❑ Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 HERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER:. D08 - 505 DATE: 01 -29 -09 PROJECT NAME: VILLAGES AT SOUTH STATION - CARPORT 4 SITE ADDRESS: 3819 S 154 LN Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) ire o %Yie. 4p -7 -of Fire Prevention Planning Division Structural ❑ Permit Coordinator Incomplete DUE DATE: 02-03-09 DATE: DATE: Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS RO TING: Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DUE DATE: 03-03-09 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: u Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: im/4 1 Bug Public Works afk, If' I'ETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Approved Notation: REVIEWER'S INITIALS: TUES/THURS ROUTING: Please Route Structural Review Required E REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: LI Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY. PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D08 DATE: 11-26-08 PROJECT NAME: VILLAGES @ SOUTH STATION - CARPORT 4 SITE ADDRESS: 3819 S 154 LN X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued Structural Incomplete Approved with Conditions ire Prevention 4444 F IV 96 Ef Permit Coordinator LI Planning Division DUE DATE: 12-02-08 Not Applicable Permit Center.'Use'Only • - . INCOMPLETE LETTER MAILED: Departments determined incomplete: :'• 75 ': '7.- • ". ' • • ' • " . • LETTER OF COMPLETENESS MAILED: Bldg Fire D PingO PW D Staff Initials: No further Review Required 111 DATE: DUE DATE: 12-30-08 Not Approved (attach comments) fl DATE: . se Only.- ‘■.; ....r r ... • :. t . .. . 'Peimit CenteOnly.- • . ' •:' • • • ., • .- - . • :- • 7.- .- --. J- .. • - ..'. •-•'...' . -..- 4, 1, • ' 7. .', ;:- t . ' . i .1.. .....' . CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 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 ® 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 4 Project Address: 3819 S 154 LN D Contact Person: !.�� Phone Number://c) ff o�q- sB e Summary of Revision: dSe� re,r orl , -oTrh 1LI t 1s dS ee revis ��. a Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 'NA/ Entered in Permits Plus on b 1424 U \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • • Plan Check/Permit Number: D08 -505 Steven M. Mullet, Mayor Steve Lancaster, Director cp„Pingret JAN 2 9 2009 PERMIT CENTER Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 OHIO CAS INS CO BRO53576250 01/19/200801/19 /2010 $1,000,000.00 01/21/2009 2 OHIO CAS INS CO BK0053576250 01/ 19/2007 01/19/2008 $1,000,000.00 01/19/2007 1 RED SHIELD INS CO CNT014215 01/19/200601/19 /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 & 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 Business Owner Information Bond Information Insurance Information • • General /Specialty Contractor A business registered as a construction contractor with LW 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 https: // fortress .wa.gov /lni/bbip/Detail.aspx ?License= CARPOWI945BR Page 1 of 1 03/09/2009 z - VEY filfa.7a,-"&ii • vq:Arrea_ tht , 4... . t ....s.:, Li i -, „„..—.... I I. *!. 1 It LJr A , t! smoi•■••-•• SITTS & HILL ENGINEERS, INC. • STELKTURPi. • SLYIWEVP mein RECUTIY PROPERTIES, tC, 1101 su:o m■roz_ 1k 11101 UV) -0057 r L • • Date: .:•._,,,: , .____-,: • , ,\ ., ; ,z__,_ v -, , .-,,,.. -,•,_ J ..., ..,..__•__,_. ._ ._ ...,_ ,-.-.-..-..-_,-E. . ..,,,..,-- , , _,.,. .„ ., i V' .r. .. -- - j.t.,,,„, r-----;.): IP -1. • . ----/)L ' ':" "-:'... - 61 .._ 1 ;I i ----•!-- A.,,:.;, -,, 1 '"..,, q k I .- ---.... _ ,r1c . - if n as 11 '41.::::-...";L:nU-2 r ,, • cils SiR 5i6 tkiVi . PI i s ' 14 ism E.: r I 4 E i Cg).k/Lo.ov'A ) : ( 6 ) 4 DrA) ( 5 ) C9 Sra 1 _.....-..............„_,________, ,.., ,,,,........s_ tItays af SoLu+h 51M cq Carports of Washington ` PO Box 2389 [1311 Buckley,WA 98321 (360)829-2838 www.carportsofwashington.corn 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 C0a6 or ordinance. Receipt of approved Fie!�9py and conditions is acknowledged City Of Tukwila BUILDING DIVISION SOUTH 164th STREET _ t : rt.rn • '' r., utn 44...- ti _::: \ - - — - - 7 1 I i II I r il l . . • 1 , \ .:_,•_ . 4 ., . .„• C MIC12 • la r _ • ....... \\ . • ,. `V ..... . I-8: ar Ippin (20 S5 D Dg a. 0 a 03 0 1 tIts.nc ivrt*I•A17: .1. 172-Pr='.--,.... • __--- -- / I C • .1:-4 .A ,.-'; .-..z; :j :.64:....i.u..4:-. ------ .--,..::::•-: ..:.-::::----.-- -;-- - P I •.-4 i; L ttr- '1/4 • 1 ' 4 41 , -1 ' t ti P RA - • cr. tryk mu% .,... "eat S. jail gr, l'''' • , ',..:.''.., ,,,,•, • • I X nr• O O 9' —O" PURLIN C1Ox3Y4x14 GA 9' —O" 2 —0 "0 x 3' -6" C x (D 4 STALL -ROOF FRAMING PLAN ECP 36' — O" 16' O" 36' —O" 18' —O" Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 9' —O" 29 GA METAL DECK 9' —O" 4 STALL - FOUNDATION PLAN J 0- 9 »11E ROOF LINE ABOVE CENTER -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 City of Tukwila BUILDING UILDING DIVISION I FOUNDATION PLAN NOTES 1. PRIOR TO FABRICATION & CONSTRUCTION VERIFY 2. STRUCTURAL NOTES ARE LOCATED ON SHEET . CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 ALL DI Sfp6o EM I C EDER DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 ONE Jas w Sal 110. 9 9' -O" 18' -0" ( 7 18 -0: 9' -O" 0 ao PURLIN C1Ox3x14GA COL FTG 2' -O "m x 3' -6" DEEP 6 STALL -ROOF FRAMING PLAN c5) 6 STALL - FOUNDATION PLAN Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 54' 0" 5 4' -O" 29 GA METAL DECK 9EEf ARE 9' O" SINGLE POST CARPORT ROOF FRAMING do FOUNDATION PLAN ROOF UNE ABOVE ROOF FRAMING PLAN NOTES 1. PRIOR TO FABRICATION & CONSTRUCTION VERIFY ALL DIMENSIONS 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 FOUNDATION PLAN NOTES CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION 1. PRIOR TO FABRICATION & CONSTRUCTION VERIFY ALL DIMENSIONS � L O 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 • DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 :22/116 t>ws CNEOCI PURLIN C10x3x14 GA TYP END Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 4' —O" 0 L •\<\\<\\ 4 "\\<\`:/<<K\ s, :! O a W lV W In I Y4 " =1 - 0 " 18' 10' —O" SLOPE 1:12 —, : mu —0" )7 s' —O" W8x10 HSS6x4x*ie PER PLAN TYPICAL CROSS SECTION 4' —O" NATIVE SOIL. NO FILL 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 FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION � 2 6 2p t� no DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 vI «Ltoi (oo 04 MOM of pa MET Pei 3 RLG ROOF DECK OVERHANG PER PLAN FB Y. x5x9" NTS NTS N PURL N C10x3x14 GA � r // > /> //>, 2' —O "m a ROOF DECK 1Y. "x29 CA (VIC WEST) OR EQUIVALENT TEK #12 -14 CENTERED ON C1O 4i6 V HSS 6x4 COL PER PLAN TYPICAL COLUMN FOOTING 1W = 1' -0" NATIVE SOIL, NO FILL Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 W8x10 ® SPLICE 7xz 1 1 /4" <TYP B FB/W8 TYP PURLIN 0 BEAM END DTL gar DU 1 1/4" N N 49 7_ .. ROOF DECK 1 Y. "x29 GA (VIC WEST) OR EQUIVALENT W8x10 SINGLE POST CARPORT DETAILS NTS W8x10 RAFTER LAYOUT CCNIPKICO W8x10 TOP PL Ya "x4 "x2 " 1 1 /2" TOP PL Y4 "x 4 "x24" W/4 WO MB W/ NUT & WASHER 1W = W8x10 CARPORTS OF WASHINGTON, INC P.O. 80X 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 lL J1 1 -9" 11 2A -2A PLAN HSS 6x4 COL PER PLAN COPE COL FOR WELD FB 7x6 "x9" BELOW TYP BEAM W8 OVER TS COL DTL DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 M N 1 1/2" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION 9 » FB Y "x 6" 0 EA SID OF HSS 6x4 FB % "x4x2 oat I o8 COM om roc STRUCTURAL NOTES 1. BUILDING CODES IBC -2 006 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- 2064 Basic Wind Speed, V: Exposure Category: Wnd Importance Factor (I): Velocity Pressure, q = 0.00256 Kz Kzt Kd Iw V SEISMIC: Seismic Design Category 85 mph 5 1.0 D Actua 25.0 PSF 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 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: Maximum water— cement ratio, by weight: Specified strength Non—air—entrained Air — entrained 2500 PSI 0.58 0.46 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 2.00 PSF 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 5. SCREW FASTENERS Self—Drilling and Self— Tapping Screws shall conform to AS1M 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. gal MU NOTES CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 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 Mal Jae ra S