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Home My WebLink AboutPermit D08-506 - VILLAGES AT SOUTH STATION - 6-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 -506 Villages at South Station — Carport 7 3816 South 154th Lane 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 7 15423 38 LN S D08 -506 Parcel No.: 0043000335 Address: 15423 38 LN S TUKW Suite No: Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Tenant: Name: VILLAGES AT SOUTH STATION - CARPORT 7 Address: 15423 38 LN S , TUKWILA 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 6 -STALL CARPORT doc: IBC -10/06 CitAbf Tukwila • DEVELOPMENT PERMIT Value of Construction: $5,220.00 Fees Collected: $645.50 Type of Fire Protection: NO International Building Code Edition: 2006 Type of Construction: Occupancy per IBC: 26 * *continued on next page ** Permit Number: D08 -506 Issue Date: 03/09/2009 Permit Expires On: 08/04/2009 Expiration Date: 01/19/2010 D08 -506 Printed: 03 -09 -2009 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: 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 Permit Number: D08 -506 Issue Date: 03/09/2009 Permit Expires On: 08/04/2009 Date: 4 1-9-01 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 pe • ce of work. I am authorized to sign and obtain this development pe 't. 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 -506 Printed: 03 -09 -2009 Parcel No.: 0043000335 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** doc: Cond - 10/06 15423 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 7 PERMIT CONDITIONS 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. * * continued on next page ** Permit Number: Status: Applied Date: Issue Date: D08 -506 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 -506 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 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. Signature: Print Name: ,,L_ ( ) AA-Di gy0( doc: Cond -10106 D08 -506 Date:/ 0 ordinances governing or local laws regulating Printed: 03 -09 -2009 CITY OF TUKWIL� Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap://www.ci.lukwila.wa.us SITE LOCATION !� I � �� (( ? / yng Co Assessor' Tax No.:0 S 0005 Site Address: I SLIa3 3 8 1 A (0s I( Suite Number: Floor: Tenant Name: V � ! Ia - O � h /' Qr) . 1� Property Owners Name: J�" Tt -twl IG( L_� - �►., Mailing Address: 1201 ih4.411 i4 t' .. SUAA, 5 E -Mail Address: E -Mail Address Contact Person —111 - 0141 -- I a - Q:'Applications\ Forms - Applications On Linet3 -2006 - Permit Applicalion.doc Revised: 9-2006 bh • 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 ** New Tenant: ❑ Yes ❑..No �a tHc- l,�k•t G 8 t oI Zip City State PO I --- 611p CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: OQ $zei- a 8 Name: Q L I I - I Mailing Address: •O• -" �3 l C4 L€4 j �/� a - I 1 City State Zip � L4t.rP0f4Sd Ati 3 k,ni/Di,. alert Fax Number: 3LP" 1.^.,3a a GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: (arFC " .o r A/QSk) I n I rc. ^� Mailing Address C) . J4d �3 J city State Zip Contact Person: Q r4 4 _ CID rid Day Telephone fs4�'! 0' ILA '.DO ac cA.rPart ofltJl 0)$# . La in Fax Number: %O. S • D s » 3 0 Contractor Registration Number: OW -MAXI y 5 Expiration Date: I -I o I 0 ARCHITECT 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 Company Name: 1 CI ?S P. (1 c.1''L 11� ' , y �y Mailing Address3 � t S � Se %--) [NA q 8a l - City G state z.,2 Day : i - a - 7 E -Mail Address: Fax Number: ,...c.pr-rl Page 1 of 6 t . 4 BUILDING PERMIT INFORAITION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ..d,da2v Cr) Existing Building Valuation: $ Scope of Work (please provide detailed information): S-4 I IGt.. l tton VT in 1, s lal ( Carp Ott Will there be new rack storage? ❑ Yes R.. 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 181 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes rgl 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:Wpplications\Forms- Applications On t.ine3-2006 - Permit Application.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 l Floor 2 " Floor 3` Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport P/ (O Covered Deck Uncovered Deck t . 4 BUILDING PERMIT INFORAITION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ ..d,da2v Cr) Existing Building Valuation: $ Scope of Work (please provide detailed information): S-4 I IGt.. l tton VT in 1, s lal ( Carp Ott Will there be new rack storage? ❑ Yes R.. 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 181 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes rgl 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:Wpplications\Forms- Applications On t.ine3-2006 - Permit Application.doc Revised: 9 -2006 bh Page 2 of 6 i. t PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: 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). Date Application Accepted: AUTHORIZED AGENT: Print Name: v /J l 'J1 Mailing Address: PO a ?3S Q:\ApplicationsWonns- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh Date Application Expires: Date: /0/2 Da Telephone:3aJ b J ei City late oci7 t 1/0 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 City of Tukwala. Department of Community Developm en t 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: hto://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 V : / /19 Type o Inspec ion: /244/ / 54e4 j C(01/4 ! Address: JSi/23 3 L.vS Date Called: �` ��. Special Instructions: i . Date Wanted: 0) - -,3 —or., p.m: Requester: i Phone No: $ 66 -- 52c - 2.936° / INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: e f tr Inspector: 0,& Date: 3 -13,3q El $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: ,a tzig .sof _ , _ Pro ect: I't . ///4/4 4 i/ �1T�1 ) Type of In o pe )I r a Address: iij23 3R L N s Date Called: Special Instructions: Cr /9i' /4) /Q7" 7 ` Date Wanted: -- //` O S p.m. Requester: Phone No 36 - (32r 23. e 1)08 -s INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: f �fl (2J✓ r - Vas r a e /e C--- AN A :1 /i J J 1 J?/ T el ` P r( 2_ Inspector: k--Nk Ak4.. Date: ? / I 7 El $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: 9 GEOTECH CONSULTANTS, INC. REVIEF co CODE O PUA' � "' � ��- erted MAR 0 3 2009 City of Tukwila BUILDING DIVISION FILE COPY Permit No. SP Tukwila LLC RAM irAviAw smnm „mI i•+ 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 Geotech inCoxisti ants parking isited the ubThe apartment site In Tukwila where some carports are proposed n etest g a of this visit was to observe the existing site conditions, foundations o o the the drilling of some The holes, and to develop opinions regarding the f recommendations and conclusions presented in this r e repo experience with other projects in the visual observations made during our site visit and on p vicinity. Carports of Washington, we understand that four Based on some information provided to us by arP onion of the apartment site. A small plan new carport structures are proposed on the western po 12 (two will be near rtion to us indicates the carports will be located ome drillednear dings concrete pil es. The existing asphalt Building 12). The carports will be founded on parking area will be left as -is below the carport structures, sos the o ar t foot n w ill be for r of the construction of the foundations. The carport oun pi les that are embedded approximately 3.5 feet below grade. We co ponde with pounds structural engineer who indicated to us that a bearing capacity of app square foot (psf) is needed for the foundations. Also, a lateral bearing p ressure of 200 psf /foot has also been used as part of the design described in Section 1805.7 of the international Building Code (IBC). provided If the scope of the project changes from what he recommendations and of with revised plans in order to determine if modifications to this report are warranted. SITE CONDITIONS in r plex Is located on the north side of Highway w ad associated s aspha t i g t h areas � or ►erail complex has 16 apartment buildings rking. The complex slopes moderately deoS no an t to the east, and an existing stream traverses the complex from INCOMPLETE Voi LTR# I 13256 Northeast 20th Street, n i 0 Bellevue, Washington 747 -5618 FAX (425) 747 -8561 January 15, 2009 JN 08340 RECEIV CITY OF TU LA JAN 2 9 2009 PERMIT CENTER 50b JN 08340 Page 2 SP Tukwila LLC January 15, 2009 7, 11 and 12, is The area where the four new carport structures will be located, near Buildi osed carport 12, is relatively flat and the highs area are ateelatively similarpelevations.e The areas s a is flat ween. the which are currently ly parking lly parking a areas and the buildings e t to Building 7 buteslopes downward to the building a to and nd at the building grade Buildings 11 and 12. An approximate 4-foot tall rockery is located in the landscape to a portion of Building 12. Carports of Washington drilled three test holes with a the m side of r that site. The maximum Bobcat in the area of the four prop osed carports 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 filr o il I n the third below hole consisted Budding dium- 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 etent soils, mostly fill that was apparently quite well compacted during the time of apartment Comp 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 tY of 2800 psf and the designed lateral bearing pressure of 200 psf /foot. The augered holes where the .foundations are to be installed should be loosed soil prior to the placement of concrete. In accordance with Table 1613.5.2 of the 2006 In ge {ed n Site Class Type D (Stiff Soil)al Building Code (IBC), the to within 100 feet of the ground surface is best represented 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 groundwater. LIMITATIONS The conclusions and recommendations contained in this report a are a based o er s during o d ti ons th ey existed at the time of our site visit. If the subsurfac Unanticipated soil are significantly different from those anticipated, r w e e should where advised at a once so that we can ndatio review these conditions and reconsider our recd unexpected conditions conditions are commonly en countered lnditure to attain a properly constructed project. frequently require making additional exves penditures report has been prepared for the exclusive userecommendations and conclus see ba for specific application to this project and site. Our on the site materials observed and on previous experience ewith r f that hav opinions i similar ions derived and conditio The conclusions and recommendation accordance with current standards of practice within the limited scope of our services. No warranty 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, cc; Carports of Washington — Roy Granger via email: roy @carportsofwashing DRW: bib GEOTECH CONSULTANTS, INC. D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS. INC. JN 08340 Page 3 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 Ci ofTu Tukwila kwila BUILDING DIVISION DENNEY ENGINEERjNG, INC. 38809 191" Avc SE Permit No Auburn, WA 98092 _ __.. _... , _ .,.,,. —I •hies t prmrc And 1 I'honc & Fax (253) 939 -1373 STRUCTURAL CALCULATIONS PROJECT 1/ /LLA6E5 C 5TAT /o,u 3721 So. /54/ La 1/2E TI <w// /4/4 98' /S BY E/Z D DATE 10/1(9/o' CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fox (360) 829 -2838 Cmr OF TIKW LA JAN 2 9 /wig PERMIT CENTER FILE COPY INCOMPLETE LTR# DENNEY ENGINEERING, INC. 38809 191" Ave SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 Roo( Loads Loads on Meta/ R007 oof in9 OZ. 0.75 psf Rc9 OC/A7 LL 2s.00 ps7' (5fl'.'.) TL 25'.75 sf Lo Par h✓)S DL 0.75 psf . Roofing 0.25 psf ,Pur/i;-25 /. oo !sc Vapor Barrier DL Zoo psf LL Z5:00 psf 71 77.00 psi' DATE 1D- 1b -DS' PAGE 1 //We Sat South St/o ,3 724 So. /54t%t Lave Tukwila Lt/A 78188 DENNEY ENGINEERING, INC. 38809 191'` Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 DATE /D -)b -off' PAGE o& l/cre$ at South Station ,3 724 $ . /547% Lave 7ukcv j /a, Lt/A 78181 Note : Asylerl .7nd (Seismic Force €v2.67lyses wit/ 2e b ,Jseoi On s tcvtcdard ¢ -Sta /l Carpzo ' 5 w/ t% x le ft stalls.. The a n alyse. s w i // 6e va. / r d for edreports 0 otter s6.0 I/ $uan eirles, / e gy, Otileirs J ' le $$ .s /zes' •/.e. ft x !/ ft, • Wino/ ill be ba'sea' Exposure c, ah d will be va /e'd for xxosccre 5 sues. Analysis will be based ion V = 10 ni$, 3sec. ?ast a etc w r // be or V=85 m p i. too, 3 TRANSVERSE WlMLA .t • DENNEY ENGINEERING, INC. DATE 10 -II, -oS PAGE 5 (/" / /cic'e$ of 5ouM Sts 724 So. /547 Lav1e 7ukW j /a, LOA 78181 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 1 Analysis Ref: IDC 2oo(o and 4$CE 7-05 dse tie Sf%- npb /WetAod p&,r 4sc 7 -o5 5& o i / 07.6.2 V e l . =go n 41 3J e x p . C Roof slope 6= /. 2 ° Mary Gil/ ; i d Force Rest st -� Vans verse st,`i Q �y P.,n v Gl/v�d Vertic_ l p C,rojected areas (See 1 np. 3 ' 4-) CJs rw psso Z.21 7aWe 160.6.2./4) (see p. 6) ) r boo Su.ri'ace A 13 c 1.J —4:0 Suria c .e F 6 be Nora z o ta/ projected areas ps3o --15. L t i -- 8.8 —10.7 --O.g 1 I0s (0sf) 13:5 —9.1 10.3 —4.8 ps See p. See f.7 Wave height =7` Least L4ui /d 7 dt e.hslovi /8 act. =2(0.10)06) =3.6 or Za = 2(0.4)(7) =5.10 1 Case • Adjustment Factor for Building Height and Exposure, ). Mean roof hat 'ht (ft E B D 1 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 a 40 Main Wind Force Resisting System — Method 1 Figure 6 -2 (coned) I Design Wind Pressures Enclosed Buildings h 5 60 ft. Walls & Roofs ASCE 7.05 38 ( Main Wind Force Resisting System - Method 1 Figure 6 -2 (coned) I Design Wind Pressures Enclosed Buildings Simplified Design Wind Pressure, p i70 (psf) (Exposure a at h a 30 It., K = 1.0, with I a 1.0) Zones Basic Wind Roof � Speed Angle Horizontal Pressures Vertical Pressures Overhangs (mph) (degrees) 3 A B G 0 E F 0 H EUI Got 010 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 -193 -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 -73 -193 -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 30 to 45 010 5' 2 12.9 12.9 100 105 110 120 15• 20° 25° 3010 45 0 to 5° 10• 15• 20° 25° 3010 45 OtoS° 10• 15• 20° 25• 30 to 45 Oto5• 1 0° 15° 20° 25° 30 lo 45 010 5° 10° 15° 20° 25° 30 to 45 1 1 2 1 2 1 1 2 1 2 1 1 1 2 1 2 1 1 1 1 1 2 1 2 1 1 2 1 2 12.8 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 -5.4 -4.7 2.6 9.9 9.9 -8.2 -7.4 -6.6 -5.8 3.2 122 12.2 -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 8.5 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 17.2 172 15.1 17.1 19.1 21.1 20.7 20.4 20.4 7.0 7.0 -3.0 -2.6 2.7 7.9 7.9 -4.9 -4.3 -3.8 -3.2 3.3 9.8 9.8 -5.4 -4.7 -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 -62 -5.4 -4.6 4.7 14.0 14.0 1.0 5.0 -15.4 -15.4 -15.4 -7.2 -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 -4.8 2.0 9.9 h 5 60 11. Walls & Roofs -7.8 -3.9 -8.8 -10.1 -10.7 -9.8 -5.3 -4.3 -10.6 -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 41 -10.7 -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 -1.1 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 -7.5 -3.1 -8.4 -8.9 -9.5 -10.1 -9.7 -4.2 -9.3 -3.8 -9.3 -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 -4.5 -4.5 -21.6 -21.6 -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 -38.4 -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 -7.8 -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 fir= 03048 m; 1.0 pet a 0.0479 kN /m' ASCE 7 -05 DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 Phone Si Fax (253) 939 -1373 t/1/in torce.s an MWF85 rr� r S 1'(4S e ll/ti-id F = /5.5 (5. X )(2 -� / (5. lo)(O. 375)(g) 4- X0.3(24. 8)(o_7 ) 4- 4. 3(2'. $)(0.37x) - 4Q 40f9/btcolinaf 01/; ;(/ = 15.5 (.5'. co)(0.759(z)4- 8./(6. ? )(0.75) = /772 DATE 10 -)b -0P PAGE g fil /maces at South Station 1 372 � ,50. /547% Gaye 7rukwi/9, LOA 78/Se Se/.5niic Force — c 5tress Des;9n Ref: 1r13C 2666 Sect. /6405;3. ! and 4$Cf 7 -05 Sect, 2.4:1 Mopped iSpecz`ra/ Acceleration 5 425 /='9. /49l3.50) .rDe 2o0& Site C /ass D2 F = 456 Ta6 /e /6/.5..1.20) 5rn5 = 1. 0. 2 1.75 E$. 1/. 4 - 1 Sos =2 5 v1.s = 1 _ /. 30 6./1.4--3 Se is tY1 is OesI9 h Category t (.45cE 7-05 T861e 3e.isrir 4158se Shear ASC ' 7 -05 U = C W E$. /2.8 -- 1 as - sds I- /. 00 tZ = 2.5 6 /2. - R/I CS = 1.30 (1.001 = 0.52 ••2.5 Load Com patio, (14s 7 -05 Sect. 2. /2 46 04- 0.7E (� = 5 141 = 0.7 (0. S2) (W ) = 0.3104- W (5eis m c Force t { s i 3x 3 po l s =- D. 3 lo4-C(i x . 3(o) + ' 89(4 -)(4)] tit eoPs DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 WInd conf 6 sverrse S6 /srnis tro1s /OrL t'tuLG/ "n a/ y DATE l0— lb -OS' PAGE 9 ½7/c±9$ at South Station ;3724 So. /547% Lave Tukwila, 14M 76i DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 Phone & Fax (253) 939 -1373 DATE iD- /b -oS' PAGE. 0 Viaccele,5 at South Station ;3724 So. /547* Lavae 7ukcDt/c, k/A 78161 Uplift Oh A49/.1M//1 Ferree Res /56;)y $/sts (A/hdFRS) Jo n e t . = ,. ,�, f .5 30' ✓ ~ 1- .11 1,60 P 36 .7 --10.7 p. f pe.r Table 16•97.6.2.i (r) (.5 7 °'i enet = 4 = --12 sf P Up lift eh C.a m per4 d PL fr e l acl Pr7R. " ` lW pnet 3o al, '- (.21 .r =1.00 Oe. /bne .e30 fdr zone: 3 Table 1609.6.2_10) (See r). ii) TAc.41 l�rc�3o = X5.8 >sf a►i J elme - 4.66(1.21)(15.8) 19.110sc (Zone wino ores Basic Wind Speed V (mph) 00 85 90 100 105- 110 120 1 10 5.3 -13.0 5.9 -14.6 7.3 -18.0 8.1 -19.11 11.9 -21.8 10.5 -25.9 1 20 5.0 -12.7 5.6 -14.2 6.9 -17.5 7.6 -19.3 11.3 -21.2 9.9 -25.2 1 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 1 100 4.2 -11.9 4.7 -13.3 5.8 -16.5 6.4 -111.2 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 -38.8 Ito 2 50 4.5 - 16.4 3.1 -18.4 6.3 -22.7 6.9 -25.1 7.6 -27.5 9.0 -32.7 2 100 4.2 -141 4.7 -15.8 5.8 -19.5 6.4 -21.5 7.0 -23.6 8.3 -28.1 3 10 5.3 -32.8 3.9 -36.8 7.3 •45,4 8.1 -50.1 8.9 -35.0 10.3 -65,4 3 20 3.0 -27.2 5.6 -30.3 6.9 -37.6 7.6 -41.3 R.3 -45.3 9.9 -54.2 3 4.2 -14. 4,1 6.3 -9.3 6.9 -30.1 7.6 -33.1 9.0 -28.3 3 100 � 4.2 •11,1 1 4,7 13.8 5.8 -119.5 6.4 -21.3 7.0 -23.6 6.3 3 -211.1 1 10 7.5 -11.9 8.4 -13.3 10.4 -16.5 I 1.4 -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 SO 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 5.3 -10.8 3.9 -12.1 7.3 -14.9 8.1 -16.5 8.9 -18.1 10.5 -21.5 Sep a 0) L< )ooa 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 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 11.2 -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 -51.3 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 -37.1 3 50 6.0 -26.0 6.7 -29.1 8.2 -36.0 9.1 -39.7 10.0 -43.5 11.9 -31.8 3 100 ' 3.3 -24.0 3.9 -26.9 7.3 -33.2 11.1 -36.6 6.9 -40.2 10.5 -47.9 Root a 27 to 45 degrees I 1 10 11.9 -13.0 13.3 -14.6 16.3 -18.0 111.2 •19.11 19.9 -21.8 23.7 -23.9 1 20 11.6 -12.3 13.0 -13.8 16.0 -17.1 17.6 -18.11 19.4 -20.7 23.0 -24.6 1 50 II.1 -11.5 12.5 -12.8 15.4 -15.9 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 -16.5 18.1 -18.1 21.5 -21.5 2 10 11.9 -15.2 13.3 -17.0 16.5 -21.0 I8.2 -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 11.1 -13.7 12.5 -15.3 13.4 -18.9 I7.0 -20.8. 18.6 -22.9 22.2 -27.2 2 100 10.8 -130 12.1 -146 14.9 -111.0 16.5 -19.8 18.1 -21.8 21.5 -25.9 3 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 3 20 11.6 -14.5 13.0 -16.3 16.0 -20.1 I7.6 -22.2 19.4 -24.3 23.0 -29.0 3 50 11.1 -13.7 12.5' -15.3 15.4 -18.9 17.0 -20.8 18.6 -22.9 22.2 -27.2 3 100 10.A -13.0 12.1 -14.6 14.9 -18.0 16.5 -19.8 18.1 -21.8 21.5 -25.9 , .4 ;4" o i 3 4 10 13.0 -14.1 14.6 -15.8 18.0 -19.5 19.8 -21.3 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 17.6 -19.4 19.5 -21.3 23.2 -25.4 4-, 100 , 11. -12.2 ,, 12.4 -13.6 13.3 -16.8 . 16.9 -18.5 18.5 -20.4 22.0 -24 2 4 500 9.7 -10.8 10.9 -12.1 .13.4 -14.9 14.8 -16.5 16.2 -16.1 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 -22.3 18.9 -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 -111.7 16.9 -20.6 16.5 -22.6 22.0 -26.9 S 500 9.7 -10.8 10.9 -12.1 13.4 -14.9 14.8 -16.5 16:2 -1111 19.3 -21 5 Figure 6 -3 (coned) ' Net Design Wind Pressures Enclosed Buildings It 560 ft. . Walls & Roofs Net Design Wind Pressure, N (psi) (Exposure B ath - so n. with I -1.0 and 16, - 1.0) Unit Conversions -1.0 ft =0.3048 m; 1.0 p51 = 0.0479 kN /m 42 ASCE 7 -05 11 DENNEY ENGINEERING, INC. 38809 191` Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 Roof 512.evM/49 cor Gravity tie./ 14/Ind �Sh ;19 is ,/R 36 . 29 a. Or 1/ /c West 111-R/B W -2G 4l .7 I w^ 26 1 l 4' • 93.4 1 1r- Co� 4 . = - - 0 . 0 6 2 . 3 "3 M._ == 25: 75(yi. 0)2 2o6* / 2 M /4 l `!'CA , 2'2 #3 � osi < 4zi, 00 si 0.O/ 3 S = 6..054e' • g.ie :5.4:0: �' or X; muhi Suess b a:) .4.3,, Ir-4 n'sc . 4( .: . �sc al< . ; 0.054.2. • . • • • •.,. eh e cfk ' cen '1'e p r, , x; 14! el c li�f'tl' . DATE J€-/b-o' PAGE Ja !/'ll /qes at South Station , 3 72So. 1547% L,3vle Tukwila, 14iA 7818? Cl.`. pbsitrve M=322-2,66 = tr C; Fy Asc: r o. &o(Flo)= is. Asc 01( 7r/i. M 1 9: s?. r'�:,D) �''� ` "5"'' . 2 - 75302.) . :.5Z6 4 pii <.4 psi OK .OrloZ for 'w! �i b = 44 (1.3 3 ?) = 4 3.78 i€ HR-36 26 & 29 C;atsge Cladding Panels f • ZinealUil rOV Twicd the life) grcaIui a torflhitics the strength of steel with the a corrosion resistance of aluminum for twice the life of zinc coatings. H R -36 is a II rough- fastetletl1lic1il 0)10 36" COVpragC. I.IR -36 is predominantly used it 11Ydt/s%HaI roof and will applications. lJ Wider coverage Itleans fewer p.%nelt to handle anti install, saving time and motley. tJ .long spanning capability; design provides superior load and pan capacities, 0% a h1pliey in structural sup)lolt. v Quick, economical trim packages available as standard Wm pieces that Cali be ordered by number. U Crimp Curving available for rl unique appearance. • d High tensile steel panels in 29 and 26 gauge panels minable with the bur. ttth °' caating system at Zincalunie f IUS. to Fiberglass skylight panels are availablei to matt h the pro. file of the metal panels::, t. 1-11 1.36 (typical Roof Applicatiltn) I Nt• . • 1-0 3/16:4•1 I 1G" N1•,1 ('rwrtnnr. ± • 4, Iteverse(I 1113.36 ("typical Wall Application) 1 Iir -0• 1' v11: •w 0..0141 ado Gacige wl. 54 14 5- 1_ (11) 011 (In' /fl) (in' /fl) (in' /lq (in'/fq 0.74 • .16 Nei Cnvt,nnr-------- _.— _.—_... ' •MK,`36 ,SCt(iQ�t'fOrCri{Q i � +•�' 1�ri :; ��•. ��. •� �,,,,I:.� �; h. ..• 'L�ti "1 X4 �'•�� 1�7� Pih�� IMSA .1623 .05112 .(1562 I .n592 .0475 .(107.. "1 •11019 .110.10 BUILDING PPODUCTS tacdnul, WA 400.133.4955. 253.1f1l•4g55 MX 2512/1.0191 )'Af11in4, CJ1 1100.2 »2.24(6, gn9.02)•o4n1 t11X 9(19.118.242S 13 DENNEY ENGINEERING, INC. 38809 191 Avc SL "• Auburn, WA 98092 Phonc & Fax (253) 939 -1373 /us # #12. _/ .714 Screws 0 /2 "o. c. 5,e/ Con rx e c &%ems .(or GV ✓1 Qr [J /i f �' Load pax f of = 15.3(4/z 1L-ic)(2)� /10.1:; L /sd #/2 Te.k Screws 't /2 o. c, Pa./ over cape ci&v Ib 210 ea. s%t = 537' See (( 15) For 29 . .. a. � �� t� �u. ter 1 propdrtitrria/ to z 1i /s 77)x;) Ford . 4a. /71.4w—over 537(0.0/7.2/0,02/4-7)=-1...22. ! / 1 0 ; 4 " . ()R F $. on Cllfi /nazze = 374/78.7= 3.79 Jai Ok ou.t ca-p J.ity 1 ' /4 ya..pur- i.n. =2/3'0 (wee p. 15, F 5.. o 14' L1.l tiwf to = 1 f3 x//10., = 10.25 OK DATE /D -16 -oS PAGE I? Vi7 /co9e.6 at ,South. Station 3 724 So. /5414 Lave ruckw i lc9, Lt/4 78181 2- i H W H OLATEt7 I3TPL!L. 6ELr 't , rILLINtJ 1' iil'S1CA1. rRU>;'rnTlEtir Ilend.•Across rinla: .112•.105 Thread 1) a. (0.1).): .215•.4,09 Thread pin. (I.U.): .164..1157 ruu. our Si fENUTII: (PbUN»S ULTIMATE) MATERIAL PREDRILL DIA. AV13. PUl..l, OLI'r II'()UNt) ) rul.l, (MR STRLNG•rllt )rc)UN1, Ul111MA'1•i;) tU n. a w 6 03 WASHER DIA M tiTElt None 5 /8" 14Mrn. ISM'''. MA'1'E1tlA1. (GA) • 1 :). GA. 1 1.104) k1 KS1 NSA 1390 1 711 Mln. 'ten %ilc: 1. Pounds Min. Torsional: 971 Ins.•Lba. Min. Slicer: 7.(x,',0 Pounds I,5 c : ;A. 10 GA. t. (.164) (.062) S0 KS1 SO KSI 50 KS! hiI.)It!L.LANO NOT il Is()I11(t[it) 0854) � • YJZ 770 _...— .__..� i 1116 S'1'L SI DIETING 20 GA •• . 22 GA. 24 GA. (.039)' • (.034) .026) GALV; GALV. LALV. (►AI.V. 1358' 1008 713 1344 1465 1525 • 1193 1008 1020 531 , 708 720 763 4- WASI 11% TYPO wYLW>!tll � • RECOMMENDED D )t1VING TOO 4 1900.2300 mU'M Screwdriver_ dr eeulpped lth depth lOt:sting note plecc to preventiovcrdtiving e nd stilpout. (Du rml use Impacting tyre irtlft o RECOMMENDED MAXIMUM D HAAN TOCKNI;SS: 3/16: Approx. (Total tltickOit upo ; t ljedt t+g q'nd :ati Inch) (� Jln c may vary dependin n'`I ► n �'r•h'atki b`ry'°btliiitli111edi ) C compressed I�rsulallon thickness. Thickness • Box 6316. VA44 REEU Ai SPRING. WYOMISSING, 1'A. 19610 2134764751 MX: Jl6.11S51 A ;I.AI• :i CIIICAr;CI IIUUSr()1N LOS AN( ;ELIS. SOMrRS.T 111151 In Camdi ?1� lir)t�itt .070 AI. (nasertirl 7.(X1) NuITS .035 Melal sealing washer used t'ur pull over testing. ,9Lr hn desipi wdl 6e Eased on 4-seal/ car orts with 9'x 18/ 56.7i/ sires. Elie design will 6e. ve/d -icor ro- -�.-�. �! r rea t e�- s /t carport`s Wi tk Swim e or /L SSCr" stal/ C/ /04 en Sic n s. DENNEY ENGINEERING, INC. DATE 10 —)b -off' PAGE 1‘2 Villeges at Sou StRto'z ,3 724 So. /547 Lame Tukwila, WA 78181 Roo(6eaw,s and COltcfrvcvis ;an/la/so be desi wed base.d on u.r/io . /d�t�/s' i�►oyz ¢- a$ta /l c6 y �? , : , , r�oYt�s, tic Oz`s l y � 1 co (/ also b e ; v a // c ? Ogler. eronfilLtrdtthrn5 a •ci Jv,Z al /6r stall sizes. Except • Carnoet's He stills and walk wa.js turf,' regu tre .5pde a/ calcu- ldt'rovns for fur /,vis, 6eah15 Y td e.olakkins. 38809 191" Ave SE Auburn, WA 98092 I'honc & Fax (253) 939 -1373 Purii,,s car 4--.5 e'r /iort ,5t a// size WIC/di = " L eh7t11 --7/8 Ana /9$/ will 6e va //ci 7 ors / /er ,stall Size s -eoo w = 2 70 9 / 2 ) 243 / ' 18'' 4.31 k 2 ' DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 w' ='243 ! /, s. - 9. F4 0 9' 4 k • cleziks C /se C10 'o 1 <si mi �1 /ocuab�e 'NJar�ev�.8 Ht. " ?3 k' ($fl. 22) • DATE /D- Id -OS' PAGE /7 VilleQ9es at Sou.tA St$ t o o 4 3 724 So. /54/4 Lave e rukWila 9 14iA 78181 Reactions R =1413 ( 360 / 2 ) - -�. DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 Phone Si Fax (253) 939 -1373 2'W?' /,►ms cor 6-5he // C'c arts w 27(99 t W.,: 243/V r M 1. 44k IS' 3.13 k . DATE /D —/b -o' PAGE IF cgt Sou 5tstiovt 3724 k5o. /547'4 Lahe 7ukwi/c9, Lt/A 76i Ft? N1 * rnax. ' 2. 6 / k ay 1;;sf, I C..ttW?n, < 6 rn 1111"e4-1.01" S ap,s Use .Q = 9' (cc,i eilever ) the . C10 x _3 x !4 p W. _ F y Co /<scr 7+0'4. A /lawah /e m0rne.h�- 1I 73 k See p. 2 2) 2 JOINT NUMBER 1 2 3 JOINT 1 2 3 MEMBER NUMBER 1 2 Full & Partial Span UNIFORM LOADS (k /ft) --- COORDINATES - -- X(feet) Y(feet) 0 10 36 'LEFT' END Jnt. F/P Jrit. F/P 1 2 F SIX -STALL CARPORT PURLIN D +L 0 0 0 X- RESTRAINT Rigidly restr'd Unrestrained Unrestrained < -- - - -b > I '',,, '' I,,, < - a -- >II,,II v v v v a JOINT INFORMATION MOMENT(k -Ft) XJ Ik FORCE(`ips) Y- FORCE(kips) -9.04 0 0 0 9.04 0 SUPPORT INFORMATION 'RIGHT' END 2 F 3 F Y- RESTRAINT Rigidly restr'd Rigidly restr'd 'Rigidly restr'd MEMBER PROPERTIES AREA (in2) 1.67 24 1.67 24 . MEMBER LOADING INFORMATION MEMBER UNIFORM PARTIAL SPAN a NUMBER 1OAD(k /ft) UNIFORM LOAD (ft) 1 .243 2 .243 b (ft) MOMENT of MODULUS of INERTIA (in4) ELAST (ksi) < -c -) 0 0 0 ROTATIONAL RESTRAINT Unrestrained Unrestrained Uhrestra i ned 29500 29500 TRIANGULAR LOAD I i • (k /ft) V v v L L R TRIANGULAR c d LOAD(k /ft) (ft) (ft) I� SIX -STALL CARPORT PURLIN D +L SUPPORT REACTIONS JOINT BENDING MOMENT X DIRECTION Y DIRECTION NUMBER k -ft (+ clkwse) kips (+ rght) kips (+ up) t 1 2.46025 2 - 9.538743E -07 0 3.0275 3 0 0 2.46025 MEMBER END ACTIONS MEMBER JOINT BENDING MOMENT AXIAL LOAD END SHEAR kips (4• rght) kips (+ up) k -ft (+ clkwse) 1 1 (L) -9.04 2 (R) 4.9215 2 2 (L) - 4.921501 3 (R) 9.84 0 0 0 0 2.46025 1.91375 1.91375 2.46025 2%46 2.61 -9.84 1.91 2.61 -4.92 -4.92 SHEAR (kips) -1.91 MOMENT (k -ft) -9.84 SHEAR (kips) -2.46 MOMENT (k -ft) Ana MN SIX -STALL CARPORT PURLIN b +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 AXIAL LOAD = 0 kips DENNEY ENGINEERING, INC. DATE /D--/b -off' PAGE 22 38809 191" Avc SE Vi116' 9C 6 . a f South . St a do 4 Auburn, WA 98092 ,3 724 So. /547'4 Lave no= & Fax (253) 939 -1373 rLCkGU ! lc9 k/A 8181 Par /;In Allow26/e Mo »eat C70x3x14Get. z A= /. / 94-" R ; /.02e .4.1= 0.002023 2¢. 306 PO 4.402 G = //, 300 l k s E = 29, 500 / <s G (5ep?.2324 elf d Ca G /n6rac ed /evi9th .� — 9.0' /< = 1.0 + rreLe .for lateral torsiorna /.. Cr y /11E = q $7(29, 500) • = 21.38 ksc' (kJ /Ry O. x. q x 12/1 C l ' _ 1 & J 2a cw 14(R0)2 (k1)2 = 27.2/ ksi /V7 = 4 Oey O _ /./N(4.402)v26 33(27.2/) •= l4a. $ Max. /cula moiv,evtt k' 1 /.7 3 /s' > 84 k i 0 /< L1se C 7 0 x 3 x 14 6a, par/is (4"iC/a,Lq wi Ok toe) 6 1 pl,30069.00zo2 3) f 7 Fl 709.5d 6 )( 2 6 1 .3 0 0 / 0.0ox 9.6 x /2) 11.73 k' ?STRUCTURAL PROPERI• I eS r Section Type Ocoignator Flange Width Tho strudural properties included in this brochure have been computed based on the American Iron and Stool Inslttute 'Spoctficatlon for the Doaign of Coi&Fonned Structural Members', 1906 edition, Including the 1900 amendmonts. Thickness - Stool Components' t Gauge Dosign thickness (in) 25 .0100 22 .0203 20 .0346 10 .0451 16 .0566 14 .0713 12 .1017 SC CC XC Minimum Thicknoss' (In) .0179 .0269 .0329 .0420 .0530 .0677 .0966 Uncoated Steel Thickness. • Thickness Is for carbon sheet steel. Minimum uddcnoss represents 95% of the design thickness and Is the minimum, aCaCeplablo thickness doliverod to the lob site based on Section A3.4 of the 1906 AISI • odo. Definition of Structural Properl_Symbols Gross Propodlos I Moment of Ine tIa of the gross section about the X•X exit (strong axis). fl,: Radius of gyration of the gross section about the X -X axis. I „ : Mlomont of inertia 61 the gross sottion about the `IN axis (weak axis). Ii,: Iladius 01 gyration of the gross section about the Y•Y axis. • - Eltoctive Properties S Elloct)vo section modulus about the X•X nxls (strong axis). I Moment of Inoilla for defection calculations based on 'Procoduro 1 for Deflection Determination' of the 1006 AISI Spodfcatlon. Y Maximum distance from the outside of either flange to tho center of gravity of the otfodive section. M,: Allowable Bonding Moment • Based on the elfear° section modulus and the allowablo stress Including the strength Increase from coid•woik of toning (AISI A5.2.2) whom' appllcsblo. Torsio P roperties D~ 1- (Xo/I1o)' • ST 11 WT bT J: .St. Venant Torsion Constant C,: Torsional warping conslan(ot the section X,: Distance from the shear cantor to tho controld along tho principal X -axis. f1,: • Polar radius of gyration of rho suction about the controldal principal axl ^. • A3 I SECTION to (in 7) 0.612 0.766 1.,161 caOSS Weight 111/11) 7.011 1.81 3.61 PROPERTIES I.. av r (in 1 ) (in) ErrcrtlVl: rrtortnnr.S 1.. Y (k 3 ) (i 1 ) (In) Mn JI% ' 16011 7117 3200 ToasiolJAL PROPERTIES . J 1►".. X0 R (10 -7�r (In) (I 11 l (in 1 ) � , 4t10WJ16 400WJ14 400WJ12 1.720 7.146 7.907 1.681 1.674 1M4 0.754 1.113 0.037 1.106 1.743 1.062 0.644 0.440 1.283 1.601 7.082 2.873 7.745 2.190 2.107 0.654 7.773 1.291 3.395 3.658 4.524 -2.634 -7.618 -2.616 3.317 3.299 3.710 0.369 0.370 0.363 6001.116 60071J14 600WJ12 0.725 0.909 1.765 7.47 3.09 4.30 4.311 5.368 7.325 1.436 2.431 2.407 0.873 1.097 1.070 1.090 1.437 1.066 1.105 1.447 2.177 4.005 5.160 7.237 1.312 3.256 3.140 '2750 3610 5433 0.774 6.302 1.540 7.045 4.360 10.535 - 2.332 - 7.311 - 2.301 3.540 3.511 3.500 0.568 0.569 0.566 ROOWJ16 1100WJ14 000WJAZ 0.1138 1.051 1.460 7.05 3.511 5.00 6.344 10.400 14.277 3.155 3.147 3.119 0.957 1.060 1.163 1.061 1.576 1.037 1.517 2.146 7.343 9.965 14.094 4.495 4.296 4.164 31134 5354 0016 4757 1974 10944 I _ 0.1195 11 :957 1.741 14.774 5.061 19.076 r . , 7.17.' 4. 06 . ' - 7.101 -7.086 - 7.072. -1.916 - 1.902 -1.085 3.9.10 3.972 . 3.865 4.40 0.715 0.717 0.716 0.812 0.813 0.813 I000WJ16 1000WJ14 1000WJI7 1.19 3.24 4.06. • 5.69 14.055 17.549 24.164 3.843 3.834 3.802 1.021 1 1.283 1.071 1.604 • . 1 ` 3.213' 1.905 2.795 4.386 13.409 17.079 23.049 5.019 5.440 5.1111 .1, 1200WJ16• 1700W014 1700W.117 1.065 1.336 1.875 3.62 4.55 6.38 71.660 77.078 37.394 4.311 4.50) 4.466 1.072 1.003 1.325 0.996 1.767 0.971 2.273 3.309 5.608 20.797 76.586 36.909 7.144 6.711 6.195 5677 0256 14716 1.131 29.007 2.265 36.790 6.463 49.995 -1.764 -1,750 -1.737 4.946 4.93) 4.4118 0.013 0.074' 0.874 . %STRUCTURAL PROPERTIES . See Nola 1. Below For Yield Slrenalhs 1101f.C; 1. Effective properties based on r ■501s1 Int 17, 14 and 16 gouge sections, r "3311s1 lot 18 gouge sections. 14 and 16 gouge sections moy be produced with r 33ksi. rot 33ksi 14 and 16 gouge sections. multiply amiable moment by 0.66. (Conlect meeulnclurer for ovoiloblfity) 2. Effective properties nod olowoble Moment incorporate ll,e strength increase from cold-wadi of burning where opplicoble. (0151 65.2.2). .3. rot deflection cokldnl'rons. use the elective moment at inertia. 4. • Web hoighi to 1hitleness weeds 200. Web stillenor • required of supped points.. 01.7) 5. lnhulnled woos are hosed on. the lull un- reduced cross secl'1on of the It member. 6. for wadi-olds orientations, Iechnie0l assistance is req'd. Contact the manuloclurtr lot this assistonce. Slillenet lip - 0.675' minimum for • It 14 bnd 16 gouge 0.50' minimum for 18 gauge 2.5 U Still lip MJ SECTION 1 �IJ SECTIONS A 2" -1 ShIl lip 3 EJ SECTION WJ SECTION A Rod(' 13 e a h- s @ End Fraivie s 14;37 k 5 DENNEY ENGINEERING, INC. 38809 191`' Ave SE Auburn, WA 98092 Phonc & Fax (253) 939 -1373 5' 4 37 1( DATE /D -/L - off' PAGE (/P/8 e.s at South Station .3724 9e 3 724 cSo. 1547% Lae 7 u k w ; r (9 u / A 6 / ' oad 1'= 37 /c' ($ep. /7) /1= 437(51 - 2/. 85 k ' 7~ry Wa 7?4 = 0 . 6 .,6(50) -33 QC'si Sri 'd 21. 85 z) .._ 7 tee• q3 3 Use Wf k to F =So kSi - =' 7. $I " 7.95 A' Overstress - t. e% sa 01<, DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 eau. rn /14,a A'. / 37(2) = 8'.74 k T r t j x x %G / = q..6) /s7' Al - 3.52° 4 = 5.8`1' r 2.23" IV= 2.10 I = 7 /rx 2.1o(7;02)/2 3 .7922 - C M. 6 '...."" //t. c, Q= 0. 39Ce = D. ?6(4)r /8.2 ?.1st = 8.74 � 2,4g ks< <<: 15. -vv. ksc O/< DATE ID -/b -o2 PAGE 6 VP/cc a t o uzA. Stet /o4 4 372450. 1547'44 Lave 7 141A 7BI SS' Sy = 4:c 6 " 0.71 • CA ec/< l3ende i d &o La `era / :fo rcc s T f- )sversd lent/ /7; 46 0' ` . � er CO/ct rn •i _ .446/2 200 M = 2 74(46 ;* F6 - CJ. !o'(n CiccO a 3 3) = 1-D. 3 $ As i x S8/ J Comb t# ,tres . 0k tem'pecki LO n7 1 &u.di rra /Seismic F = 264- = /32 per eoiumrt. /1= /3200) = 92441 �6 0. 75(40(1. 33) = ¢5;39 /(S i 95 - /2 .. 2.38 As OK L/e H5S x4 x3/40 Cdluillns Fr i Asc DENNEY ENGINEERING, INC. 38809 191 Ave SE Auburn, WA 98092 l'honc & Fax (253) 939 -1373 DATE /D- -/b -o2 PAGE 27 VP/6'9e � at ,$ou /h Sts Jo vi 72J So. /547LH Lave 7ukWflc, MIA 78/ $6' Foatto ys Max. Load Pte= 4.37(7) = ?.74 the Caateyory 4 SO'/ per Table /$04. The /455P = 26160 psf cor foottvic1s /2 "wide 4 /2 u dee. p U720 % /►?crease for eac(n foot of w&16. e td de ot`Gi, Fry F. 24 - "dis x 3' -)" die f . Theo A 55P = 2004 f 0.20[(2- 1)4(3.5-0 = 3400 psf Fz . area = 3.l4 sf: 58P = X740 =2783 fsf < 34 psf o% 3. ee,d 2' d,, x 3 " deep Ptq. for aplt ft (See p.2?) t /se 2 c✓ia. x .3'-6" deep f't9. DENNEY ENGINEERING, INC. 38809 191" Avc SG Auburn, WA 98092 l'honc & Fax (253) 939 -1373 Fcot'vg Deflt1 re'dfor Lateral �earli>29 Ilse "Col/1st COnstraw✓lecr corrnula per 1I3C 26060 Sect. 1805.7.2,2 E. 18 -2 Deo tip C/ 1 25 Ph S P= 406/2 = 200 (WicI 2 cof onrls 7' b =2' I r Se. ct. /804.3./ S = 150 - 1 - (3. -1)(150)(1.33) 1) (15 O) (1.3 3) 650 d = 4 25 (200) (7) - 2 I ' < 3.50' Ok 6SO(2) See re5uirewcev46 7�or uplift next /ae DATE /D -lb -o' PAGE 28 V/7/6 9 e6 at SOulli Stdtoii 3724& f547 Layle 71,kw r la, WA 78181 hod :64.1 111,-)1 if f pup! . psi' (See pi /o) .De'aci Load /j0. OL -- 2 (11) 1. psf : AM.z3 LJ oll:Ft $3 - / psf (1p'l1' t per G0'146.4 l i.:57(18) l a s e .501'1 C . 7A ov9 . `,'�I = 31 ° d» d 170 pcie DENNEY ENGINEERING, INC. 38809 191" Avc SE Auburn, WA 98092 1'honc & Fax (253) 939 -1373 DATE /D —/b -o8 PAGE 9 /7Wc at $oaih Stdtovi .3724-So. 1547% Lahe 7u_kculla WA 78181 / ..d /2 =1.00 e'cwi3 /° _.. (3.56)(0.Gao) =2.10 r u.... /. 00 - l - 2. 10 7 :. 3 . l 0 / /21= r /tt /1 3/(1=0.10)/0•60=5-171 ik/. ocConcreed. .ird 'y(2,06) .%1.00 cf • o�Soil = '��[4 Az 17 --,' ) 1/0% oT eov r, . :42"-R3. /b��.� / 7) --(�. 040; 07)3 -- //. oo =37. z 63 cf eve. . c ;' oret Wei - 'l50( 33)(4 50)(Z. d) = 50 7 0.4(150) + (3Y423)(1zo) H58 6364 6. 364: ( 374 7) the .P . 2 d/ . x 3 cle e l 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 City of Tukwila Department of Community Development Jack Pace, Director 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: If you have any questions, feel free to contact me in the Permit Center at 206 431 -3670. Sincerely, esk ifer Marshall it Technician CC: Candy Ford File: Permit No. D08 -504, 505, 506 Encl P:\Pemtit Center\Refunds\D08 -504 thru 506 Permit Refund.doc jem Jim Haggerton, Mayor Page 1 of 1 /►lnn Cnnthrontor Rnrllotiarrl Grito itlnn • Tukwila Wachinatnn OR1RR o Phnna• 2nh- dal -?h7n • Far• 211/r- 4•1 - %15/tS , P3NVOICE'NUMBERt=. ° Fa'.'';'J . 0 DATEg. i::`• ' - ". �' Pt P :O.FNUMBER;i , °g¢ 10 rtRiADESCRIPTION7.0/ Z..: ., -' ,V,,,,,F.- - ;,.,a; : t` j,LV, ?"} {iw, .• ;,4- ...:q.AMOUNT;, %;p1J 031609314 03/11/2009 03/16/2009 D08- 504,05,06 REFUNDS 829.02 • . t r ' 41,J, ' , ,. NEM R "�''3�%DATE r F ,. , . : N I IMRE ' aa_.> J' n�OHECK= AMOUNTrig 011572 .. 03/16/2009 829.02 CITY OF TUKWILA, WA 98188 -2544 TH EFACEOF TH )SgDOCU MENT`,HAS;A;CO LORED BWCKGROUN'DN :NOVA WHITETBACKGRO,0 E,BQCK41,0 F. THI.5, CUME__NT,HAS A I jHO D, ;AT ;ANPANGLERPON,IEWt ,a 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 3R0 AVE, STE. 5400 WA 98040 ACCOUNTS PAYABLE CHECK PLEASE DETACH BEFORE DEPOSITING PAYABLETHROUGH U.S BANK 151 Andover Park East Tukwila, WA 98188 NO. 19 -10 1250 D08 -504 $107.67 D08 -505 $345.18 D08 -506 $376.17 TOTAL 829.02 4 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 4 • 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 4 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 City Of 71 Department of Community Development RE: Letter of Incomplete Application # 1 Development Permit Application D08 -506 Villages at South Station Carport 7 — 15423 38 Ln 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, Bill Rambo Permit Technician Enclosures File: D08 -506 P:\Permit Center\lncomplete Letters \2008 \D08 -506 Incomplete Ltr #1.DOC wer Jim Haggerton, Mayor Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 ® Tukwila, Washington 98188 o Phone: 206 - 431 -3670 9 Fax: 206 - 431 -3665 Determination of Completeness Memo Date: December 2 , 2008 Project Name: Villages at South Station Permit #: D08 -506 Plan Review: Dave Larson, Senior Plans Examiner • Page 1 • • 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 - 506 DATE: 01 - - PROJECT NAME: VILLAGES AT SOUTH STATION — CARPORT 7 SITE ADDRESS: 15423 38 LN S Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Issued 4lding4i DEEPARTMENNTS: '„�q �" I Public Works ❑ DETERMINATIO/1 OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 • PERMIT CHORD COPY PLAN REVIEW /ROUTING SLIP *51 he 02`0 Fire Prevention LPL Structural ❑ Incomplete J? 4P Planning Division Permit Coordinator DUE DATE: 02 -03 -09 DATE: DATE: Not Applicable 1 2 7 4 1 Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS R UTING: Please Route Structural Review Required n No further Review Required ❑ REVIEWER'S INITIALS: DUE DATE: 03 -03-09 Approved I Approved with Conditions Li Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28 -02 • PERMIT CHORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D08 -506 DATE: 11 -26 -08 PROJECT NAME: VILLAGES @ SOUTH STATION - CARPORT 7 SITE ADDRESS: 15423 38 LN S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: q•QMn -2F166 Buil mg Division Public Works fl/ 12•- - E ERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete C Incomplete LJ[J Comments: ail dl Iwo Fire Prevention Structural ❑ DUE DATE: 12-02-08 Not Applicable ❑ Permit•Center Use Only ; ; . ,. • •:.. `* ' ,; ; s:: ' ' •:; ` ,• •,,:. • :,;. :r'- INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 12-30-08 Permit Coordinator Pl.....ling Division Approved with Conditions ❑ Not Approved (attach comments) ❑ DATE: Permit Ceiiier.Usebnly • . CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 D9 ® 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 7 Project Address: 15423 38 LN S Contact Person: • 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 Plan Check/Permit Number: D08 -506 Phone Number(560) Steven M. Mullet, Mayor. Steve Lancaster, Director CRY eC OF itn <wful JAN 2 9 2009 PERMIT CENTER Summary of Revision: See r'eeo fraen (ienTech Calso Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Lg . Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: V °"\ 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 $1,000,000.0001 /21/2009 2 INS CO S BK005357625001 INS CO /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 a 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 VEY .5 r I {^ I L 1 I 4 1 r ,mt n uxc tom swo 5!AItL xw Sl,Or WA) em •ao:r S' Ikon's SEOUTIY PROPE111ES. NG SITTS & HILL ENGINEERS, INC. CM • nALc • wMSwAc 833 7/0 m< O m rn • >Z 0 - rn �tI S.R. SAS • • av' S R wiz RIW •neuatt 1/A• Aug ••• AAA sIrrv I v l ., 1 f ..5m p, 1 = ,u Ho = .•s:,rrs pa' Ire Vi Ej 3,4 1La -o C 5 1 •6 www carportsofwashington. com SOUTH 154th STREET ` o cr 4 cq Carports of Washington PO Box 2389 Buckley,WA 98321 (360)829 -2838 4 5 (v STP( Sou+h Stai FILE COPY Permit No. 0 8- Plan review approval is subject to errors and omissions. Approval of construction do cuments does not authorize the violation of any adopted code or ordinance. Receipt of approved Fie! o y and conditions IS deKnnw!edq ' By date L ° 1 ,' ' ' 1 u ` 'n r . 1 i7` ,,, \ '•JS 1 i '-'-- a ccf 1 ..1 * CI) CD S -1 = 03 0 I c p e S C - o c -.:.-4. -p cD a :=6•2; •3 0 o ° Lu 3 1 (! k DING -N I A 1 1 O 9'— O" 18' —O" 7 9' —O" O 4 STALL -ROOF FRAMING PLAN PURLIN C1Ox3Y4x14 GA 9' —O" 2 —O "dr x 3' -6" C ECP 36' — 36' —O" 18' — 0" Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 7, COL PtC S � 29 GA METAL DECK 9' —O" J 4 STALL-FOUNDATION PLAN 907 URI 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 City of Tukwila BUILDING DIVISION FOUNDATION PLAN NOTES CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 // � / RECEIVED CITY OF TUKWILA 1. PRIOR TO FABRICATION de CONSTRUCTION VERIFY ALL DIAIf 1UU8 2. STRUCTURAL NOTES ARE LOCATED ON SHEET S DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 CENTER MIXED JCS ND !NEU Ili ON 9 18' -O" ( 18 -O: 9' -O" i O PURLIN C1Ox3x14GA COL FTG 2 0"� x 3' -6" DEEP 54' - 0" 29 GA METAL DECK 6 STALL -ROOF FRAMING PLAN CS) 6 STALL - FOUNDATION PLAN Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 54 -0" 9QT MIL 9' -O" J 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 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION FOUNDATION PLAN NOTES 1. PRIOR TO FABRICATION & CONSTRUCTION VERIFY ALL DIMENSIONS NOV Z 6 i�,� 2. STRUCTURAL NOTES ARE LOCATED ON SHEET 5 CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 DENNEY .. ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 • PERMIT CEN "t1016/0S ONION CMOS JOB NO. 'at +a 2 ow PURLIN —\ C1Ox3x14 GA TYP END Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 4' -0" z 2 ▪ 0 a W N W In A 5'— O" v4 " =1 - 0 " 10 —O" SLOPE 1:12 kt sat rrnz 2' —O "m • • • a \ '' is W8x10 HSS6x4xlce PER PLAN NATIVE SOIL, NO FILL TYPICAL CROSS SECTION 4' —O" 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 cnY NOV 2 6 2008 PERMIT CE 6lo3 DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 CHEMED arc sten FA 3 ROOF DECK OVERHANG PER PLAN ASPHALT FB ,'x5x9" / / \ /� / \ ✓ / / \ %\ N NTS N D PURL N C10x3x14 GA G ROOF DECK 1Y4 "x29 GA (VIC WEST) OR EQUIVALENT TEK #12 -14 CENTERED ON C10 hie V HSS 6x4 COL PER PLAN TYPICAL COLUMN FOOTING <TYPFB/W8 1W = 1 -0" NATIVE SOIL, NO FILL Villages at South Station 3724 So. 154th Lane Tukwila, WA 98188 W8x10 (4) ) SPLICE 7xYs 1 1/4' TYP PURLIN 0 BEAM END DTL SKU »>LL 1 1/4" N N N ROOF DECK 1Y4 "x29 GA (VIC WEST) OR EQUIVALENT W8x10 SINGLE POST CARPORT DETAILS W8x10 RAFTER LAYOUT NTS W8x10 TOP PL Y4 " x4 " x2 1 1/2" 1' - 9 •• 2A -2A PLAN COPE COL FOR WELD 6 9 -11 1/4 TOP PL Y4 "x4 "x24" W/4 % "o MB W/ NUT do WASHER HSS 6x4 COL PER PLAN FB Y4 "x g" ® EA SID OF HSS 6x4 TYP BEAM W8 OVER TS COL DTL 111" = ▪ -- + — W6x10 CARPORTS OF WASHINGTON, INC P.O. BOX 2389 Buckley, WA 98321 Phone & Fax (360) 829 -2838 DENNEY ENGINEERING, INC. 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 CITY FB Y4 "x6 " x9" BELOW N 1 1 /2" REVIEWED FOR CODE COMPLIANCE APPROVED MAR 0 3 2009 City of Tukwila BUILDING DIVISION FB %"x4x2 9" Nov 2 6 2008 it— At PERMIT CENTER Jc14(0168 MON or RLG STRUCTURAL NOTES 1. BUILDING CODES IBC -Z 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 - Z006 Basic Wind Speed, V: Exposure Category: Wind Importance Factor (I): Velocity Pressure, q = 0.00256 Kz Kzt Kd Iw V' SEISMIC: Seismic Design Category D Actual 25.0 PSF 85 mph 6 1.0 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: 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— Topping 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. NOTES 2000 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 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 9 LA NOV 2 6 2008 MU Jl6 /D 8 JOB MO. cm