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HomeMy WebLinkAboutPermit D10-256 - TEAMSTERS - SMOKERS SHELTERTEAMSTERS SMOKERS SHELTER 14675 INTERURBAN AV S D10 -256 City *Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: htto: / /www.ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 3365901365 Address: 14675 INTERURBAN AV S TUKW Suite No: Project Name: TEAMSTERS SMOKERS SHELTER Permit Number: D10 -256 Issue Date: 10/18/2010 Permit Expires On: 04/16/2011 Owner: Name: TEAMSTERS BUILDING ASSOCIAT Address: 14675 INTERURBAN AVE S #307 , TUKWILA WA 98168 Contact Person: Name: TIM ALLEN Address: 14675 INTERURBAN AV S SUITE 301 , TUKWILA WA 98168 Contractor: Name: UNIMARK CONSTRUCTION GROUP LLC Address: 1221 FOURTH AVENUE , SEATTLE, WA 98101 Contractor License No: UNIMACG984CA Phone: 206 - 441 -6060 X 1316 Phone: 206 628 -5110 Expiration Date: 02/01/2012 DESCRIPTION OF WORK: INSTALL AN ALUMINUM SMOKERS SHELTER ADJACENT TO PARKING ISLAND IN PARKING LOT WEST OF TEAMSTERS BUILDING. SIDEWALLS ARE TEMPERED GLASS & ROOF IS POLYCARBONATE. SHELTER IS 68 FT FROM MAIN ENTRY. Value of Construction: $4,252.00 Fees Collected: $306.95 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 26 * *continued on next page ** doc: IBC -10/06 D10 -256 Printed: 10 -18 -2010 City ATukwila 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: D1O -256 Issue Date: 10/18/2010 Permit Expires On: 04/16/2011 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: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: N ate: Public: Non - Profit: N Public: I hereby certify that I have read and examined thi { 't 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 t - • _ • ; of work. I am - . thorized to sign and obtain this development permit. Signature: Date: / //2 Print Name: -1/7.4/01/j/ % A /�PN 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 D10 -256 Printed: 10 -18 -2010 • 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 PERMIT CONDITIONS Parcel No.: 3365901365 Address: Suite No: Tenant: 14675 INTERURBAN AV S TUKW TEAMSTERS SMOKERS SHELTER Permit Number: Status: Applied Date: Issue Date: D10-256 ISSUED 09/14/2010 10/18/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 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: 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. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 12: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 13: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot doc: Cond -10/06 D10 -256 Printed: 10 -18 -2010 ID 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: htqx//www.ci.tukwila.wa.us be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 14: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 15: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 16: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 17: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 18: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 19: ** *PLANNING DEPARTMENT CONDITIONS * ** 20: Landscaping within the parking lot landscape island shall not be disturbed for installation of the concrete pavers or construction of the shelter. * *continued on next page ** doc: Cond -10/06 D10 -256 Printed: 10 -18 -2010 • 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. Date: 4/ �e) ordinances governing or local laws regulating doc: Cond -10/06 D10 -256 Printed: 10 -18 -2010 CITY OF TUKWIP Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http: //www. ci. tukwila. wa. us Building Permit No. D ( Q- Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: Tenant Name: 11.0Ca'� ilia► ie. • King Co Assessor's Tax No:_________________________ _1 J-D) Ct1. Suite Number: fiG A "-I t= .1# _14t0tIt i i IN New Tenant: • Y Property Owners Name: Mailing Address: ,AIAArJfi to al / Ati Aid - 'l I A I„A►,.71� mill ►. i tM . E .emu Mir I INiti state City Zip 0 CONTACT PERSON - who do we contact when your permit is ready to be issued Name: Mailing Address: E -Mail Address: '. / ►Iii: MA 1 ::j Day Telephone: ,,�,� , City I� lam- 4O Number: Z - GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: Contact Person: E -Mail Address :,'sue Al lb. t ha t Contractor Registration Number: U t% S N1ArC. 4 cl g L( C ,4 City sta Zip Zip Day Telephone:-1 010- 6:2t Fax Number: 2.i� - (0g7 Expiration Date: - ( - l o� ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: • J4 _.,iI4117 Iry City Day Telephone: Number: c7 ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: Contact Person: _! ice,' -i �� . ► 4.il�l+ psi, ''. iii . OA" ► .i mi. • City tate Zip E -Mail Address: (.0 of -'7■ , - H :\Application:Tonns- Applications On Line \2009 Applications \I -2009 - Permit Applieation.doc Revised: 1 -2009 bh Day Telephone: �_e 1-- Fax Number: Page 1 of 6 -oct' BUILDING PERMIT INFOION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ ct (g:POQ 6 Scope of Work (please provide detailed information): Existine Building Valuation: $ v Will there be new rack storage? ❑ Yes �No If yes, a separate permit and plan submittal will be req t fired. 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 lEj None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -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. H:\ApplicationsWonns- Applications On Line\2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bb Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1° Floor 1 � � 1 j 2°d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport. - Detached Carport Covered Deck Uncovered Deck 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 lEj None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If 'yes', attach list of materials and storage locations on a separate 8 -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. H:\ApplicationsWonns- Applications On Line\2009 Applications \1.2009 - Permit Application.doc Revised: 1 -2009 bb Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 1 HEREBY CERTIFY THAT 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 tv AV • A r, ; Signature: • Print Name: Mailing Address: y Telephone: Date Application Accepted: Date Application Expires: %- 1--(---11 Staff Initials: H:Wpplications\Ponns- Applications On Line\2009 Applications \1 -2009 - Permit Applieation.doe Revised: 1 -2009 bh Page 6 of 6 *ILA wF City of Tukwila Department of Community Development 0 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tulcwila.wa.us Parcel No.: 3365901365 Address: 14675 INTERURBAN AV S TUKW Suite No: Applicant: TEAMSTERS SMOKERS SHED RECEIPT Permit Number: D10-256 Status: PENDING Applied Date: 09/14/2010 Issue Date: Receipt No.: R10 -01820 Initials: User ID: WER 1655 Payment Amount: $306.95 Payment Date: 09/14/2010 08:34 AM Balance: $0.00 Payee: ERIC ANDERSON TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd MC Authorization No. 022132 ACCOUNT ITEM LIST: Description 306.95 Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $306.95 183.30 119.15 4.50 PAYMENT RECEIVD doc: Receiot -06 Printed: 09 -14 -2010 INSPECTION RECORD Retain a .copy with permit NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION.! 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .0,d -025'6 Proof, . 7Lew ,rhSl V'c, . c�k Type of Iansspection: ' //N/5'L- Address: /4/6 7 ' Date Called: Special Instructions: _ /1' . Date Wanted: �r ' e `"" ✓ E4 p.m.:.: Requester: Phone No: ole4l Jg -8 22 .. Approved per applicable codes. . Corrections required, prior to approval. 6 COMMENTS: Fib G - V?..``�. ifF;Ahr,) 1.2. bea Date: SPECTION FEE REQUIRE ' . Prior l`% -next inspection. fee .must.be . p7• at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -•.r.,a elsr•a •+ a .+ - ..1P4':s.r•• • INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO4._ • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �- pt ect: J f I,✓ 'ull7 c SUVA re Type of�spec n:,, ;kul t t, 'Pl C • . Address: // � v r f Date Called: Special Instructions: 04 4 7" .S v r d f Date Wanted: t ,t ,a m p.m. Requester: Phone No: • NApproved per applicable codes. Corrections required prior to approval. COMMENTS: ❑ RE ' SP CTION FEE REQUID. Prior t next inspection. fee must be p- d - 6300 Southcenter Blv • Suite O. Call to schedule reinspection. . uaF�..-trac ier.. i2 I . .... q,;,+r',..•s� :.p14•...v�:.a -s . ,epfn: Mr' 4• 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 Permit Inspection Request Line (206) 431 -2451 Project: 1m4 4 Swpil#14 c trR ke," Type of Inspection: Pleutniti ti Address: 1' 1a Toisgi,r&, Ave < Date Called: /240/0 - Special Instructions: Date Wanted: ;' /q/,d a.m. P.m. Requester: Phone No: Approved per applicable codes. • El Corrections required prior to approval. COMMENTS: Inspector: RPf ,4 I Date: / - //h /r b REINSPECTION FEE REQUIRED. Prior to next inspection, fee must:be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Lamity12.••.. ..-- a-.r vo.va• ..^ vt+K e'W.{ .. . <... •.ra'T •..r".'M1 :9 .14t4A*imtaidtro.„,ilvalmg.0.161r4443.4,4%44,1e4mote,..oguaravA46AAA410041thorP4440 F.P2,4 14o,1 : 4: 4 1.041.4,0 K.4.4" .,1,14444 ,MAridif,AvelHAM.4 ^M.,"abION1445.1 71,774 ..ALM,' 77. 77AAAAPV,NAS'ilrAt .10,1044,17717,'+' A , 1. 77* A. IP 17 1 INSPECTION NUMBER INSPECTION RECORD Retal in a copy with permit PERMIT NUMBERS CIETY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila Wa. 98188 206-575-4407 \IP „.■ Project, 54 -v- 3' • Type of Inspp?n: --c-'( / e ‘v- . et-).44_ Address: IL(675- Suite #: ,:2-___ 4-6 Contact Person: Special Instructions: Pre-Fire: Phone No.: -KApproved per applicable codes. Corrections required prior to approval. COMMENTS: S AA° (4 JAJ 1 9A4.. 7 2-01-- Needs Shift Inspection: Sprinklers: lc- Fire Alarm: Hood & Duct • Monitor: Pre-Fire: Permits: Occupancy Type: Inspector: 64 1 .. lc- 1 Date: /7 ; Hrs.: 1 • $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukjivila Finance Department. Call to galedule a reinspection. • Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal cnf1 may i ,crude additional plan review fees. I 11 SEPARATE PERMIT REQUIRED FOR tfMechanlcsl (Electrical C 'lumbing .ryas Piping of Tukwila "G DIVISION FILE COPY Permit No. V (Q 2 Plan review approval is sued to enofs and missions. I rovat of construction documents does not authorize °. solar on of any adopted code or ordnance. Receipt G' approved Field Copy and conditions is acknowledged: Date:, / Z- (, -z-wQ City Of Tukwila BUILDING DIVISION REVISION N•01] NO- 2-S49 REVIEWED FOR CODE COMPLIANCE LPD nVFD ('�NuV 1 2010 144- City. of Tukwila BUILDING DIVISION RECEIVED NOV 09 2010 PERMIT CENTER lilid iii any 111 n 111111 � �e $gip rl if L.,,,,,,,. ..4 TEAMSTERS 14675 INTERURBAN AVE S. BUILDING Smokers' Shelter Designed By EGA Drawn By ECA Checked By ECA AS NOTED File Name Job n° 1005 Title t Of 1 Sheet Al i \ I -� \ r [QUALITY LNGINEERING & DLSIGJ N.O. Box 2372 Woodinville, WA 98072 Phonc-: (:OF) 317- Q7,7-1 September 7, 2010 Makers Architecture 1904 Third Ave., Suite 725 Seattle, WA 98101 FILE C PY Permit No, ' .....1 i.. Ar riftin"1 4 nrrnre. nr■e4 lien!.,', "'"" ATT: Eric Anderson RE: Structural review of Handi -Hut Shelter For Teamsters Eric, REVIEWED FOR CODE COMPLIANCE PDfl9ME OCT 13 2010 City of Tukwila BUILDINGniiisinm With regard to the Handi -Hut shelter to be installed in Tukwila for the Teamsters Local, I have received calculations that you provided that were prepared and stamped by William A. Truss, registered engineer in New York. The calculations were provided to verify the local 85 mph wind load which was above the standard rating for the pre -fab shelter. The calculation concluded that the structure, as designed and delivered, is adequate for the imposed loads. I have reviewed the calculations, and not having access or familiarity with the STAAD Pro computer program, I ran my own verification calculations. I verified that wind load governs over seismic for this structure, and the vertical posts and horizontal aluminum tubing are adequate to resist the wind loads. The overturning and uplift loads are low and are adequately resisted by the concrete anchors specified, as is the base shear. In conclusion, I am in agreement with the results provided by William Truss, and the shelter can withstand the prescribed wind and seismic loads. If required, my calculations can be provided in addition to those you sent me for review. Best regards, fob Thomas J. Wolfe, RECEIVED SEP 14 2010 PERMIT CENTER bioZ5& 10 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T-W- DATE 9/6/10 SHT Handi -Hut Installation Model #S4 -4VPR Shelter Installed at 14675 Interurban Ave Design Criteria: Code: IBC -2006 Seismic: Seismic Design Category D Seismic Use Group 1 1 seismic 1.0 Zip Code = 98816 Lattitude = 47.47 Longitude = - 122.25 Ss = 1.434 SI = 0.491 Use Equivalent Lateral Force Procedure Wind: 85 mph; Exposure B, Kzt = 1.0 Use Simplified Design Procedure LATERAL LOAD ANALYSIS SEISMIC Equivalent Lateral Force Procedure per Section 9.5.5, ASCE -7 02 Per 9.4.1.2.1 Use Site Class D for unknown conditions and Site Class E or F has not been specified S s : = 1.434 USGS Map S 1 - 0.491 USGS Map F a : - 1.0 Table 9.4.1.2.4(a) (Site Class D w/ SS >= 1.25) F v 1.6 Table 9.4.1.2.4(b) (Site Class D w/ Si >= .4) Section 9.4.1.2.4: S MS : = F a•S s S MS = 1.434 SMI =Fv-S1 SM1 =0.786 Section 9.4.1.2.5: SDS 2 .S MS S DS = 0.956 3 S D1 2.S M1 SDI = 0.524 3 Period Calculate Ta per 9.5.5.3.1: SD1 =0.524 From Table 9.5.5.3.1: C u : - 1.4 From Table 9.5.5.3.2 C t = .02 x : - .75 h: =10 Ta:= Ct•hn" Tmax: -Cu•Ta height in feet above base to heighest level of the structure Ta =0.112 approx period T max = 0.157 maximum period T : if(T a >T max, T max, T a) T = 0.112 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT From 9.4.1.2.6: Calculate Sa SDI To -=.2- To =0.11 S DS; Sal ifTa <T0,.6•S.DS a +.4•S Ds, O To I Sa2 if(To<Ta <TS,SDS,Sal) 'SD1 Sa: - - if Sa2 =0, Ta ,Sa2 S D1 T = 0.548 S = - - - - S S DS Determine Seismic Design Category: Table 9.4.2.1(a): Seismic Use Group = 1, S DS = 0.956 Seismic Design Category D Table 9.4.2.1(b): Seismic Use Group = 1, S DI = 0.524 Seismic Design Category D Sal =0 Sa2 =0.956 S'a = 0.956 From Table 9.5.2.2 for Light framed shear walls: R : - 6 0 0 : = 3 C d = 4 For Seismic Design Category D, Max Building Height = 65' From table 9.5.2.5.1, For Seismic Design Category D Seismic Use Group (SUG) 1 Light framed construction <= 3 stories: Using the Equivalent Lateral Force Procedure: Calculate CS S DS Cs1 ( R I\I seismic Maximum required value: C sMax / R T• SDI 1 seismic) C s1 = 0.159 C sMax = 0.776 Minimum allowed value: C shin .044•S DS-1 seismic C shin = 0.042 C s if(C sl >C sMin,C s1,C sMin) C s= if(C s >C sMax, C sMax, C s) C s= 0.159 Seismic Base Shear = V = CS x W For allowable Stress Procedure, FS = .7 x CS F s .7•C s Seismic Base Shear = FS x W 2 Fs =0.112 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT SEISMIC LOADING Shear Line a Roof Area grid a = A Ra . = 33.3 Ft2 Wall Area grid a = A Wa = 120 Ft2 Floor Area grid a = A Fa 0 Ft2 Shear Line b Roof Area grid b = A Rb 33.3 Ft2 Wall Area grid b = A Wb = 50 Ft2 Floor Area grid b = A Fb = 0 Ft2 Shear Line c Roof Area grid c = A Rc 33.3 Ft2 Wall Area grid c = A We 120 Ft2 Floor Area grid c = A Fc : 0 Ft2 Weights x axis (Transverse) Shear Line 1 Roof Area grid 1 = A Rl : 33.3 Ft2 Wall Area grid 1 = A W : - 120 Ft2 Floor Area grid 1 = A Fl • 0 Ft2 Shear Line 2 Roof Area grid 2 = A R2 . - 33.3 Ft2 Wall Area grid 2 = A W2 :- 50 Ft2 Floor Area grid 2 = A F2 : = Ft2 Shear Line 3 Roof Area grid 3 = A R3 . = 33.3 Ft2 Wall Areagrid3= AW3 =120 Ft2 Floor Area grid 3 = A F3 : = 0 Ft2 Horizontal Seismic Loads FTC [(ARai AWa AFa)•10•Fs_. F Tas = 170.981 FTbs (ARb4" A Wb +AFb).10•Fs1 F Tbs = 92.907 F Tcs [ Re A We + A Fc) .10.F s1 = 170.981 F Tcs FT1s (AR] t AWI +AFI).10.Fs = 170.981 FTls FT25 - (A R2 t AW2+ AF2)•10•Fs F T2s = 92.907 FT3s - (AR3 AW3 +AF3).10.Fs F T3s = 170.981 3 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT Wind Per IBC (See below for comparison with uniform wind pressure of 10 psf ) Use Simplified Method of Section 1609.6: For Wind Exposure = B I w : -1.0 Table 1604.5 for Category II 30B 1.0 Exposure B up to 30' (mean roof height) Mean Roof Height = h : = 8.25 For Longitudinal Direction; Least horizontal dimension = L L = 10 a LI .1.L L a LI =1 K zt:= 1.0 For Transverse Direction; Least horizontal dimension = Mean Roof Height <30', Therefore, use 7,,30 for Exposure B Height of Roof above top plate = Height of walls = h roof 2.5 h wallUpper " 7 (upper floor) Basic Wind Pressures for various wind zones (refer to Figure 1609.6.2.1) For 6:12 pitch: P s30A - 14.44 Zone A P s3OB - 2.3 Zone B P s30C 10.4 Zone C Ps3OD : -2.4 Zone D From Section 1609.6.2.1: ps= 7i,xlwxps3o aL2: =.4•h aL2 =3.3 a L = if(a LI <aL2•aLl,aL2) aL =I aL must be greater than 3' or .044, L = 0.4 aL3 Minimum Value LT: =10 aTl =.1•LT aTl =1 aT2 . .4•h aT2 =3.3 aT.= if(aTl <aT2,aT1,aT2) a T = 1 aT must be greater than 3' or .04•L T = 0.4 a T - 3 Minimum Value Roof Pitch: pitch . 6 12 use ?, as required for each zone 4 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT y Axis (Longitudinal) Referring to Figure 1609.6.2.1 A T = 2•a L A T= 6 BT: =AT CT =LL -AT CT =4 DT =CT Wind Loads in Various Zones: F wTA (A 30B'1 w'p s30A) -A T'h wallUpper I'K zt F wTB [ (A 30B4 w'p s30B)'B T'h roof_•K zt F wTC [ (A 30B'1 w') s30C)'C T'h wallUpperl'K zt F wTD [ (A 30B'1 w'p s30D)'13 T'h roofl•K zt F wTA = 606.48 lb. F wTB =34.5 lb. F wTC = 291.2 lb. F wTD = 24 Ib. Total Wind Load on Second Floor = F wTL F wTA + F wTB + F wTC .i. F wTD F wTL = 956.18 Wind Load Case 1 Locate Reference Corner at Shear Line a Distribute Load to Various Shear Lines: Horizontal Wind Force S/L a F Tawl (F wTA + F wTB) + (F wTC + F wTD) • 3.33 A T) CT _ (3.33 S/L b F Tbwl ' (F wTC t- F wTD�' I C T� S/L c F Tcw 1 ( F wTC + F wTD) /3.33 \ C II T Check that the sum of the distributed loads is in close enough agreement w/ total wind Toad Fs above: F Tawl + F Tbwl + F Tcwl = 955.392 Wind Load Case 2 Locate Reference Comer at Shear Line c Distribute Load to Various Shear Lines: Horizontal Wind Force = 430.584 F Tawl F Tbwi = 262.404 F Tcwl = 262.404 FWTL= 956.18 3.331 S/L a F Taw2 - ( F wTC t F wTD) ' ,C/ S/L b F Tbw2 = (F wTC + F wTD) 3. 1C 33 T/ S/L c F Tcw2 ' (F wTA + F wTB) + (F wTC + F wTD) • 3.33 - A T\ CT = 262.404 F Taw2 F Tbw2 = 262.404 F Tcw2 = 430.584 Check that the sum of the distributed Toads is in close enough agreement w/ total wind load Fs above: F Taw2 + F Tbw2 + F Tcw2 = 955.392 F WTL = 956.18 5 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI- SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY TM- DATE 9/6/10 SHT x Axis (Transverse) Basic Wind Pressures for various wind zones (refer to Figure 1609.6.2.1) For 6:12 Pitch: = 14.44 Zone A P s30A P s3OB = 2.3 Zone B P s30C = 10.4 Zone C P s3OD = 2.4 Zone D From Section 1609.6.2.1: ps = X x Iw x ps30 use X as required for each zone Referring to Figure 1609.6.2.1 A T.= 2.a T A T= 6 BT AT CT: -LT AT CT =4 DT CT Wind Loads in Various Zones: F wTA [ (� 30B' 1 wp s30A) 'A T.h wallUpperl'K zt F wTB [ (A. 3013.1 w'p s3013) rood 'K zt F wTC (A. 30B'1 w'p s30C)'C T.h wallUpper i•K zt FwTD = (X 30B'1w'ps30D)'DT'hroof1'Kzt Total Wind Load = F wTT F wTA + F WTB 1 -F wTC + F wTD F wTA = 606.48 F wTB = 34.5 FwTC = 291.2 F wTD = 24 F w,TT = 956.18 Ib. Ib. Ib. Ib. Wind Load Case 3 Locate Reference Corner at Shear Line 1 Distribute Load to Various Shear Lines: Horizontal Wind Force 3.33 - AT S/L 1 FT1w3 (FWTA +FWTB� +lFWTC FWTD�' C FTlw3= 430.584 T S/L 2 F : - (F + F ) 3.33 F = 262.404 T2w3 wTC wTD 'C T2w3 T S/L 3 3.33 F T3w3 (F wTC } F wTD) C T Check that the sum of the distributed Toads is in close enough agreement w/ total wind load FST above: F T3w3 = 262.404 F T I w3 + F T2w3 + F T3w3 = 955.392 F w,TT = 956.18 6 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT Wind Load Case 4 Locate Reference Corner at Shear Line 3 Distribute Load to Various Shear Lines: (S/L 1 F T l w4 (F wTC + F wTD) C 3.33 T S/L 2 F T2w4 ' (F wTC + F wTD) 3c33 T S/L 3 F T3w4 (F wTA + F wTB) + (F wTC t F wTD) 3.33 - A T CT Check that the sum of the distributed loads is in close enough agreement w/ total wind load FST above: FT1w4+ FT2w4 +FT3w4= 955.392 Check wind load for minimum allowed uniform pressure of 10 psf Overall Wind load at upper floor top plate (includes roof height + 1/2 of upper floor walls): P N, : - 10 minimum wind load, psf h roof = 2.5 roof height Longitudinal direction Overall Length = L Y : L Total wind load on upper floor h wallUpper F TYYw h roof L y'13 w f - 2 Proportion wind load to each shear line: F Shear Line a: F Tayyw Tyyw (3.33) L LY h wallUpper = 7 Horizontal Wind Force F = 262.404 T 1 w4 F = 262.404 T2w4 F T3w4 = 430.584 FN,TT= 956.18 height of second floor walls = 10 Overall width for Longitudinal direction (see above) YPw Shear Line b: Shear Line c: FTbyyN : L•(3.33) Y F F Tcyyw • = Tyyw (3.33) L 7 FTyyw =600 F Tayyw = 199.8 F Tbyyw = 199.8 F Tcyyw = 199.8 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT Transverse direction Overall Length = Lx: LT Lx =10 F h L P+ h wallUpper L P F = 600 Txxw roof x' w 2 x w Txxw Proportion wind load to each shear line: Shear Line l : F T1 xxw = F Txxw (3.33) F T1 xxw = 199.8 Lx Shear Line 2: F T2xxw = F Txxw ( 3.33) F T2xxw = 199.8 Lx Shear Line 3: F = F Txxw T3xxw (3.33) F T3xxw =199.8 Lx Determine Governing load at Shear Lines: Shear Line a: F Tas = 170.981 Due to Seismic = 430.584 Due to wind Load Case 1 F Tawl F Taw2 = 262.404 Due to wind Load Case 2 =199.8 Due to 10 psf wind Load F Tayyw Shear Line b: F Tbs = 92.907 Due to Seismic F Tbwl = 262.404 Due to wind Load Case 1 F Tbw,2 = 262.404 Due to wind Load Case 2 F Tbyyw = 199.8 Due to 10 psf wind Load Shear Line c: F Tcs = 170.981 Due to Seismic = 262.404 Due to wind Load Case 1 F Tcwl = 430.584 Due to wind Load Case 2 F Tcw2 = Due to 10 psf wind Load F TcyyN 8 Wind Load Governs on Shear Line a FTa: =430 Seismic Load Governs on Shear Line b F Tb : - 263 Seismic Load Governs on Shear Line c F Tc : - 431 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT Shear Line 1: F T1 s = 170.981 Due to Seismic F Ti w3 = 430.584 Due to wind Load Case 3 F T1w4 = 262.404 Due to wind Load Case 4 Due to 10 psf wind Load F Thaw = 199.8 Shear Line 2: F T2s = 92.907 Due to Seismic F T2w3 = 262.404 Due to wind Load Case 3 F T2w4 = 262.404 Due to wind Load Case 4 F T2xxw = 199.8 Due to 10 psf wind Load Shear Line 3: F T3s = 170.981 Due to Seismic F T3w3 = 262.404 Due to wind Load Case 3 F T3w4 = 430.584 Due to wind Load Case 4 F T3xxw = 199.8 Due to 10 psf wind Load Wind Load Governs on Shear Line 1 FT1 : =431 Wind Load Governs on Shear Line 1 Fr . =262 Wind Load Governs on Shear Line 3 F T3 = 431 Calculate Stress in Support Posts: From preceding calculations, the end shear lines (a, b, 1 and 2) are loaded highest, and the load on each is the same. On each of these lines, there are (3) TS 2 1/2 x 2 1/2 x 1/8 resisting the load For TS 2 1/2 x 2 1/2 x 1/8: ITS := 1.08 r TS • = 0.974 STS : = 0.865 A TS := 1.142 FT3 Load per Post = F post 3 F post = 143.667 Ib. Apply 50% of load at top of post and remaining Toad distributed over length: Post Bending Stress = Max Deflection = F post•84 F post.84 2 2 STS 8'S TS F post 843 2 48-10000000.I TS 9 — 7847.688 psi 5 post 843 2 384.10000000.1 T — 0.133 P.O. BOX 2372 Woodinville, WA 98072 Phone: (206) 817 -8834 MAKERS ARCHITECTURE HANDI— SHELTER INSTALLATION FOR TEAMSTERS, TUKWILA FILE 100906 BY T.W. DATE 9/6/10 SHT Verify that horizontal beams can transfer load to corner posts: Using the same load distribution as above, the maximum Toad is on the upper horizontal member: F horiz F post i F post 1 F horiz = 107.75 lb. 2 2 2 Horiz members span 5' -0 between posts: Bending stress = F horiz-60 — 934.249 8•S TS psi (Low) Check Overturning: For total weight of shelter = 1500 Ib (from manufacturer's data), and using the same load distribution as above with 60% of dead load resisting: Total Lateral Load = F IatTot F T1 { F T2 + F T3 F IatTot =1124 Ib. Check A.B's for shear: Uplift = Fup (F IatTot 7 +FIatTot 7I (15000.60)•10 2 2 2/ 2 Fup =140.1 Ib 10 There are three legs with a total of (6) 1/2" wedge anchors resisting the uplift. By inspection, anchorage is adequate. There are a total of (16) 1/2" bolts resisting shear (8 total legs with (2) 1/2" bolts each) Shear per bolt = F IatTot _ 70.25 16 10 Ib. (O.K.) RIDGE VENT CAP --`� BENCH /BACKREST • - 3' ---. -I OPEN RECOMMENDED PAD SIZE- 12' -0" X 12' —O" X 6" THICK MINIMUM I , ' 0 1 t %/ ' MODEL #S4-4VPR WITH VENTED ROOF ACCOMODATES 10 -12 ALUMINUM: 6063 -T52 AVAILABLE FINISHES: DARK BRONZE ANODIZE CLEAR ANODIZE CUSTOM COLOR POWDER -COAT GLAZING: 1/4" CLEAR TEMPERED GLASS ROOF PANELS; 1/4" BRONZE TWIN WALL POL YCARBONATe BENCH /BACKREST: EXTRUDED ALUMINUM L� POLYCARBONATE RIDGE ROOF SMOKING SHELTER he ni C Qwbt 14 5L CD PH: 800-603-6635 Software licensed to Wiliam A Tens Engineering Job No 10618 Sheet No 1 Pert Rev Joe Title 10618 SHELTER client HANDI -HUT Ref TUKWILA, WA BY R. MA °0e12- Aug-10 Chd File 10618 SHELTER.std I°°e>rrma 13-Aug-2010 11:22 Print Time /Date: 13/08/201011:51 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 WILLIAM A. TRUSS ENGINEERING, P.C. Consulting Engineers Consulting Engineers TEL: TEL: f (845) 848 -2222 FAX: (845) 848 -2224 STRUCTURAL STABILITY DESIGN ANALYSIS FOR HANDI -HUT, INC. MODEL #S4 -4VPR SHELTER REVIEWED FOR CODE COMPLIANCE AP nvED ('rT 1 :, 2010 City of Tukwila BUILDING DIVISInN AT TUKWILA, WASHINGTON FILE COPY Permit No. Submitted by: WILLIAM A. TRUSS ENGINE ` N 4 %64 A. rq y'$ William A. Truss, P.E. New York License No. Our File No. 10618 August 13, 2010 t1025bo 118 Main St., 2nd Floor, Tappan, NY 10983 `�' .' • 5481%. ESSIOrssie leihmor RECEIVED SEP 14 2010 PERMIT CENTER WILLIAM A. TRUSS ENGINEERING, P.C. 118 Main Street, 2nd Floor Tappan, NY 10983 JOB V"��G�l� -4V P 511 Z+lirer( SHEET NO. CALCULATED BY CHECKED BY SUBJECT g V14$44 4-T OF DATE DATE s —`rte t ARE S1A -ELT C' - 1400 or,) ; -r U Kw L/k / Wit , 1) S Jow 1), r , T = o, o r(o,i)(2,.0) (0, 4P) = c� ?f.- (o,r) (z°) = 16, psr-• l-i (2) \,,0 Lo /2f - ' unf rs lola..iv4 -(.Ly L�S� obiC Wrap Spc-&---D is as- MpH. p, `.CL = -7 o,s _ (o020 acre ) (0, PT) (o, Y''I) ( ) ( a• (%) As' /F Pi (1/ ) Cotsqa — (t 04_7= ,2 rk e() C- 0017— (='rte)T _y. PL = /1 C (.211 -) —ttq j C (-DA) - -21 ?A tAis b ►2112 q tk-6 , c iJz a3 1,r r( 11/0)l_• b,b WILLIAM A. TRUSS ENGINEERING, P.C. 120 Charlotte Place Englewood Cliffs, NJ 07632 if I0 JOB 1401)t- l`T -4- V 1" SHEET NO. '2.. CALCULATED BY CHECKED BY SUBJECT OF 04AA DATE I "619 "7T DATE V l rZ% /I O S z 1) /61 i J WILLIAM A. TRUSS ENGINEERING, P.C. 118 Main Street, 2"d Floor Tappan, NY 10983 4r I0 L IS JOB frtoDrL ;4 -4Vha 514-et-r SHEET NO. OF CALCULATED BY CHECKED BY litA DATE YO ( 13 t ro 14-1-. DATE Q, f ft SUBJECT L1 0 ( 1 CO TNC R; 7c S Ike(CIIS L?5 IS AaipiC AZT Uri-1 "Gt 2t�e )2,''cp du p peo ( fit vl r c e" . I41/ R, V6V .4114p141J ctioAti; /p6Z4fe- -4 y Tkute.TA z 'PiI G , � 4Kficwirc, 11 L__ i 1 1 r RIDGE VENT CAP X O - � N } Q T 1 T T 2' -3" rn 9' -102" t - 2." BENCH /BACKREST N -- 3' OPEN RECOMMENDED PAD SIZE- 12P -0" 12' -O" X 6" THICK MINIMUM MODEL #S4 --4VPR WITH VENTED ROOF ACCOMODATES 10 -1 2 fn, ALUMINUM. 6063 -T52 AVAILABLE FINISHES: DARK BRONZE ANODIZE CLEAR ANODIZE _ CUSTOM COLOR POWDER -COAT GLAZING: 1/4" CLEAR TEMPERED GLASS ROOF PANELS: 1/4" BRONZE TWIN WALL POLYCARBONATE BENCH /BACKREST: EXTRUDED ALUMINUM POLYCARBONATE RIDGE ROOF SMOKING SHELTER handl-tura dnco PH: 800 -603 -6635 0 0 / i , ( c. n _ 1 MODEL #S4 --4VPR WITH VENTED ROOF ACCOMODATES 10 -1 2 fn, ALUMINUM. 6063 -T52 AVAILABLE FINISHES: DARK BRONZE ANODIZE CLEAR ANODIZE _ CUSTOM COLOR POWDER -COAT GLAZING: 1/4" CLEAR TEMPERED GLASS ROOF PANELS: 1/4" BRONZE TWIN WALL POLYCARBONATE BENCH /BACKREST: EXTRUDED ALUMINUM POLYCARBONATE RIDGE ROOF SMOKING SHELTER handl-tura dnco PH: 800 -603 -6635 Friday, August 13, 2010, 11:41 AM PAGE NO. 1 STAAD.Pro Version 2004 Bld 1002.US Proprietary Program of Research Engineers, Intl. Date = AUG 13, 2010 Time= 11:22:10 USER ID: William A. Truss Engineering 1. STAAD SPACE 10618 SHELTER MODEL S4 -4VPR INPUT FILE: 10618 SHELTER.STD 2. START JOB INFORMATION 3. JOB NAME 10618 SHELTER 4. JOB CLIENT HANDI -HUT 5. JOB NO 10618 6. JOB REF TUKWILA, WA 7. ENGINEER NAME R. MA 8. ENGINEER DATE 12- AUG -10 9. END JOB INFORMATION 10. INPUT WIDTH 79 11. UNIT INCHES KIPS 12. JOINT COOR 13. 1 0 0 0;3 58 0 0;5 116 0 0;7 116 0 58;9 116 0 116;12 38.5 0 116 14. 13 0 0 116;15 0 0 58 15. 17 0 11.25 0 16. REPEAT 15 29 0 0 9 *0 0 0 29 9 *0 -26 0 0 -25.5 0 0 -26 0 0 -38.5 0 0- 17. 0 0 -29 9 *0 18. 33 0 85.25 0 19. REPEAT 18 29 0 0 9 *0 0 0 29 9 *0 -26 0 0 -3 0 0 -22.5 0 0 -6.5 0 0 - 20. -19.5 0 0 -9.5 0 0 -29 0 0 0 0 -29 9 *0 21. 52 0 114. 58;REPEAT 4 29 0 0 22. MEMBER INCIDENCE 23. 1 1 17 2 1 16;REPEAT ALL 4 2 2;11 12 28;12 28 46;13 13 29 ;14 29 48;15 15 31 24. 16 31 50;17 17 18 27 1 1 ;28 29 30 30 1 1;31 32 17 25. 32 33 34 49 1 1;50 51 33 ;51 18 34 55 1 2 ;56 27 44;57 30 49 58 1 2 26. 59 33 52 ;60 34 53;61 35 54 ;62 36 55;63 37 56 27. 64 48 52;65 47 53;66 45 54;67 43 55;68 41 56 28. 69 52 53 72 1 1 29. MEMBER RELEASE 30. 51 TO 58 STA MZ 31. 8 12 16 53 TO 58 END MZ 32. 69 TO 72 STA MZ 33. 69 TO 72 END MZ 34. 27 END MZ 35. 28 STA MZ 36. MEMBER PROPERTY 37. 1 TO 50 TA ST TUBE DT 2.5 WT 2.5 TH .125 38. 51 TO 58 TA ST TUBE DT 2.5 WT 1.5 TH .125 39. 59 TO 68 PRIS AX .85 IX .16 IY .585 IZ .148 AY .85 AZ .85 40. 69 TO 72 PRIS AX .24 IX .003 IY .075 IZ .19 AY .24 AZ .24 C: \Documents and Settings \Owner \My Documents \ROGER MA \10618 SHELTER.anl Page 1 of 3 Friday, August 13, 2010, 11:41 AM 10618 SHELTER MODEL S4 -4VPR 41. CONSTANT 42. E 10000 ALL 43. POISSON 0.33 44. DENSITY .000098 45. BETA 90 MEMBER 51 52 55 56 46. UNIT FT POUND 47. SUPPORT 48. 1 3 5 7 9 12 13 15 PINNED 49. LOAD 1 DL 50. MEMBER LOAD 51. 17 TO 31 UNI GY -32.5 52. 59 63 64 68 UNI Y -2.5 53. 60 61 62 65 66 67 UNI Y -5. 54. LOAD 2 LL 55. MEMBER LOAD 56. 59 63 64 68 UNI Y -19.5 57. 60 61 62 65 66 67 UNI Y -38 58. 59. 60. 61. 62. 10 12 63. 55 56 64. 32 TO 65. 40 TO 66. 59 63 67. 60 TO 68. 64 68 69. 65 TO 70. 71. 72. 73. 74. 75. 76. 77. 78. 79. 80. 81. 82. 83. 84. 85. 86. 87. 88. 89. 90. 91. 92. 93. 94. 95. 96. LOAD 3 WL1 MEMBER LOAD 2 6 UNI GZ 5. 4 51 52 UNI GZ 10.2 UNI GZ 6.5 UNI GZ 13 36 UNI GZ 2.1 46 UNI GZ 3.0 UNI Y -5.8 62 UNI Y -11.6 UNI Y 3.5 67 UNI LOAD 4 WL 2 MEMBER LOAD 10 12 UNI GZ 55 56 UNI GZ Y 6.9 - 8.7 - 17.4 2 6 UNI GZ -2.5 4 51 52 UNI GZ -5.0 40 TO 46 UNI GZ -4. 32 TO 35 UNI GZ -1.0 64 68 UNI Y -5.8 65 TO 67 UNI Y -11.6 59 63 UNI Y 3.5 60 TO 62 UNI Y 6.9 LOAD 5 WL3 MEMBER LOAD 2 14 UNI GX 10. 16 57 58 UNI GX 19.8 47 LIN GX 0 4.9 48 TRAP GX 4.9 9.8 49 TRAP GX 9.8 4.9 50 LIN GX 4.9 0 59 64 LIN GX 0 9.8 6 10 UNI GX 2.5 8 53 54 UNI GX 5.0 36 LIN GX 0 1.2 37 TRAP GX 1.2 2.5 38 TRAP GX 2.5 1.2 39 LIN GX 1.2 0 -- PAGE NO. 2 C: \Documents and Settings \Owner \My Documents \ROGER MA \10618 SHELTER.an1 Page 2 of 3 I Structure Type I SPACE FRAME I Software licensed to William A Truss Engineering Job No Sheet No 10618 Part 1 Job Title 10618 SHELTER Ref TUKWILA, WA ey R. MA Daeel2- Aug-10 Chd client HANDI -HUT File 10618 SHELTER.std Daten-ime 13-Aug-2010 11:22 Job Information Engineer Checked Approved Name: R. MA 12- Aug-10 Number of Nodes 48 Highest Node 56 Number of Elements 72 Highest Beam 72 Number of Basic Load Cases 5 Number of Combination Load Cases 4 Included in this rintout are data for. I API J The Whole Structure ncluded in this printout are results for load Type L/C Name Combination _ 20 D+L Combination 21 D+L +W1 Combination 22 D+L+W2 Combination 23 D+L +W3 Node Displacement Summary Print Time/Date: 13/08/201011:38 STAAD.Pro for Windows Release 2004 Print Run 1 of 3 Node UC X (in) Y (in) Z (in) Resultant (in) rX (rad) rY (rad) rZ (rad) Max X 50 23:D+L +W3 0.529 -0.000 0.043 _ 0.531 0.000 0.001 -0.001 Min X 39 20:D+L -0.185 -0.000 0.038 0.189 0.000 -0.001 0.001 Max Y 26 23:D+L +W3 0.044 0.010 0.008 0.046 0.001 0.000 0.000 Min Y 54 20:0+1 -0.064 -0.497 0.040 0.502 0.002 -0.001 0.001 Max Z 45 21:D+L +W1 -0.070 -0.041 0.549 0.555 -0.004 -0.000 -0.002 Min Z 35 22:D+L +W2 -0.024 -0.002 -0.459 0.459 -0.001 0.000 0.000 Max rX 12 21:D+L +W1 0.000 0.000 0.000 0.000 0.009 -0.001 0.001 Min rX 45 22:D+L +W2 -0.077 -0.051 -0.148 0.174 -0.009 0.000 -0.002 Max rY 42 21:D+L+W1 -0.069 -0.048 0.462 0.470 -0.003 0.005 0.001 Min rY 47 21:D+L +W1 -0.070 0.003 0.454 0.459 -0.001 -0.005 -0.000 Max rZ 53 20:13+1 -0.063 -0.328 0.014 0.334 0.000 -0.001 0.004 Min rZ 15 23:D+L +W3 0.000 0.000 0.000 0.000 0.001 0.001 -0.009 Max Rst 45 21:D+L +W1 -0.070 -0.041 0.549 0.555 -0.004 -0.000 -0.002 Print Time/Date: 13/08/201011:38 STAAD.Pro for Windows Release 2004 Print Run 1 of 3 Software licensed to William A Truss Engineering Job No 10618 Sheet No 2 Part Job Title 10618 SHELTER Ref TUKWILA, WA By R. MA °ab312- Aug -10 Chd client HANDI -HUT File 10618 SHELTERstd I Daternme 13 -Aug- 201011:22 Beam Force Detail Summary Sign convention as diagrams: - positive above line, negative below line except Fx where positive is compression. Distance d is given from beam end A. Reactions Axial Shear Torsion Bending Node Beam UC d (ft) Fx (Ib) Fy (lb) Fz (Ib) Mx (kip in) My (kip -in) Mz (kip-in) Max Fx 3 20:D+L 0.000 586.585 - 15.472 38.372 0.000 -0.000 -0.000 Min Fx 39 21:D+L +W1 0.000 - 248.999 - 47.950 - 13.368 -0.041 -1.093 -0.515 Max Fy 25 23:D+L +W3 0.000 103.945 206.507 1.125 0.219 -0.118 3.937 Min Fy 44 20:0+1 0.000 - 32.805 - 231.730 -59.637 1.565 2.474 -1.851 Max Fz 40 21:D+L +W1 0.000 - 24.079 97.554 203.600 -0.934 -3.019 1.243 Min Fz 15 21:D+L +W1 0.000 221.349 9.780 - 204.593 0.000 -0.000 -0.000 Max Mx 44 20:D+L 0.000 - 32.805 - 231.730 - 59.637 1.565 2.474 -1.851 Min Mx 40 20:0+1 0.000 -1.339 128.237 170.222 -1.419 -2.519 1.614 Max My 44 21:0+L +W1 0.000 - 56.982 - 164.198 -66.308 1.212 2.797 -1.313 Min My 40 21:13+L +W1 0.000 - 24.079 97.554 203.600 -0.934 -3.019 1.243 Max Mz 25 23:D+L +W3 0.000 103.945 206.507 1.125 0.219 -0.118 3.937 Min Mz 36 21:D+L +W1 0.000 - 128.757 -87.122 - 14.093 -0.041 0.032 -2.236 Reactions kid Print Time/Date: 13108/201011:38 STAAD.Pro for Windows Release 2004 Print Run 2 of 3 Horizontal Vertical Horizontal Moment Node L/C FX (lb) FY (lb) FZ (lb) MX (kip in) MY (kip-in) MZ (ki in) 1 20:D+L 73.033 357.791 -5.390 0.000 0.000 0.000 21:0+L +W1 58.691 117.880 - 75.717 0.000 0.000 0.000 22:D+L +W2 54.181 422.236 60.665 0.000 0.000 0.000 23:D+L +W3 18.055 -4.929 - 17.053 0.000 0.000 0.000 3 20:D+L 15.472 586.585 38.372 0.000 0.000 0.000 21:D+L +W1 9.786 505.238 -5.448 0.000 0.000 0.000 22:D+L +W2 15.015 412.082 46.574 0.000 0.000 0.000 23:D+L +W3 - 177.981 295.333 26.086 0.000 0.000 0.000 5 20:0+1 - 74.763 311.107 -2.123 0.000 0.000 0.000 21:D+L +W1 - 62.092 91.181 -42.562 0.000 0.000 0.000 22:D+L +W2 - 52.457 380.830 44.373 0.000 0.000 0.000 23:D+L +W3 - 90.088 378.153 11.651 0.000 0.000 0.000 7 20:0+1 20.260 202.679 - 12.270 0.000 0.000 0.000 21:D+L +W1 21.528 153.989 - 202.525 0.000 0.000 0.000 22:D+L+W2 3.704 151.160 176.763 0.000 0.000 0.000 23:D+L +W3 -8.445 143.167 13.783 0.000 0.000 0.000 9 20:0+1 - 56.668 464.626 -9.247 0.000 0.000 0.000 21:D+L +W1 -45.937 500.878 - 47.189 0.000 0.000 0.000 22:D+L +W2 - 40.556 226.829 28.765 0.000 0.000 0.000 23:D+L +W3 - 178.301 393.444 -4.892 0.000 0.000 0.000 12 20:D+L 29.715 528.756 - 29.849 0.000 0.000 0.000 21:D+L +W1 18.758 363.442 -60.666 0.000 0.000 0.000 22:D+L +W2 28.262 465.298 25.275 0.000 0.000 0.000 23:D+L+W3 29.292 106.873 - 15.454 0.000 0.000 0.000 kid Print Time/Date: 13108/201011:38 STAAD.Pro for Windows Release 2004 Print Run 2 of 3 Software licensed to W Iliam A Tniss Engineering Job No 10618 Sheet No 3 Part Job Title 10618 SHELTER Ref TUKWILA, WA By R. MA Dffie12- Aug-10 Chd Client HANDI -HUT File 10618 SHELTERstd J'"° 13 -Aug- 201011:22 Reactions Cont... Of 7 Print Time/Date: 13/08/101011 :38 STAAD.Pro for Windows Release 2004 Print Run 3 of 3 Horizontal Vertical Horizontal Moment Node UC FX (Ib) FY (lb) FZ (1b) MX NOW MY (kiP n) MZ (kip in) 13 20:D+L 11.971 157.831 22.336 0.000 0.000 0.000 21:D+L +W1 9.046 232.379 96.622 0.000 0.000 0.000 22:D+L+W2 8.733 19.347 -58.424 0.000 0.000 0.000 23:D+L +W3 -44.093 90.036 21.416 0.000 0.000 0.000 15 20:D+L - 19.020 215.355 -1.827 0.000 0.000 0.000 21:D+L+W1 - 9.780 221.349 - 204.593 0.000 0.000 0.000 22:D+L+W2 - 16.882 108.553 179.333 0.000 0.000 0.000 23:D+L+W3 - 92.220 157.495 - 35.537 0.000 0.000 0.000 Of 7 Print Time/Date: 13/08/101011 :38 STAAD.Pro for Windows Release 2004 Print Run 3 of 3 Software licensed to William k Truss Engineering Job No 10618 Sheet No 1 Pmt Rev Job ride 10618 SHELTER Ref TUKWILA, WA By R. MA °ate12- Aug-10 Chd client HANDI -HUT File 10618 SHELTER.std I Datefnme 13- Aug -2010 11:22 iNeYWAK o ) T%Idvk1OE7 Print Time/Date: 13108/2010 11:51 STAAD.Pro for Windows Release 2004 Prird Run 1of1 Software licensed to William A. Thus Engineering Job No10618 No Rev 1 Part Job Title 10618 SHELTER Ref TUKWILA, WA 8' R. MA °12- Aug -10 Chd client HANDI -HUT File 10618 SHELTER.std °at&1f 1e 13-Aug-2010 11:22 33 . 17 Al 31 • 18 52 50 • 31 A15 36 54 • 35 • 19 A3 • 49 53 20 • 37. • 21 AS 55 • 38 46 • 47 • 22 28 Al2 • 29 AI3 Go-o0-7)) *S ise 1 39 • • 44 45 23 A7 27 40 4342 • 24 41 25 26 A9 Load 23 Print Time/Date: 13/08/2010 11:54 STAAD.Pro for Windows Release 2004 Print Run 1 of 1 ---linzHaggerton, Mayor epartment of Community Development Jack Pace, Director September 23, 2010 Tim Allen 14675 Interurban Av S - Suite 301 Tukwila, WA 98168 RE: Correction Letter #1 Development Permit Application Number D10 -256 Teamsters Smokers Shelter — 1.4675 Interurban Av S Dear Mr. Allen,. This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Please address the attached comments 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, 1,4,at) Bill Rambo Permit Technician encl File No. D10 -256 W:\Permit Center \Correction Letters\2010\D10 -256 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 o Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 o Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: September 2, 2010 Project Name: Teamsters Smokers Shelter Permit #: D10 -256 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. The shelter engineering indicates the bolts are adequate for supporting the uplift and lateral loads for the shelter. However the plans provided and engineering have not provided clear and specific details or specks for the concrete pads the shelter supports are anchored too. Please provide specific details for the concrete pads and provide a plan view for the foundation layout. 2. Provide an elevation cross section showing finish grade, show curbs removed, 2x2 pavers installed, show the height of the bench and concrete pad depth or how the pads are set to resist uplift. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. E t. <E,� ' ; �� Fps ;.A €,,„� .�a i;., �.� ��r. FY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -256 DATE: 11 -09 -10 PROJECT NAME: TEAMSTERS SMOKERS SHELTER SITE ADDRESS: 14675 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: iO ding Division s �ublic Wo If - 0 VA A/A Ire Prevention Structural JP- AM Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-11-10 Complete Incomplete ❑ Not Applicable Li Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route N- Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 12 -09-10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PEWIT .fir D COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -256 DATE: 09/30/10 PROJECT NAME: TEAMSTERS SMOKING SHELTER SITE ADDRESS: 14675 INTERURBAN AV S Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building ivision Public Works -(0 Fire Prevention Structural Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete ❑ DUE DATE: 10/05/10 Not Applicable u Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S NITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/02/10 Approved ❑ Approved with Conditions ' Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 • • PE f, 0, c py PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -256 DATE: 09 -14 -10 PROJECT NAME: TEAMSTERS SMOKERS SHELTER SITE ADDRESS: 14675 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPPA TMENTS: Bu' ifding Divi • n Public NI or s /WI F re Prevention Structural n / vL M.22- Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ DUE DATE: 09-1 6 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ® Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 10 -14 -10 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only j� CORRECTION LETTER MAILED: 1 _) i t 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -2B -02 • • PROJECT NAME: 1:eq vr.b4s S vrjcw &ter PERMIT NO: -6 t D- SITE ADDRESS: 14 (s-� S— -1". lit/ 5 ORIGINAL ISSUE DATE: 10-18-10 REVISION LOG REVISION NO. DATE'RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS STAFF INITIALS 1 it— —10 Wit Received by: AL,) Summary of Revision: ,,� pa UerS - (' OOv b1- ° _ -� �D6 ,5 Al crA.-4 - -i.. kce cub. 1 t -t n,-t C. _ A.cc.a tl ,n,�` a� s t_11 - Q - -P ie_o /— Received by: $ REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE . STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF .INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: • • City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.cl.tukwila,wa.us Steve Lancaster, Director 1 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (t1) Plan Check/Permit Number: D10-256 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # IS Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Teamsters Smokers Shelter RECEIVED CITY OF TUKWILA NOV 0 9 2010 Project Address: 14675 Interurban Av S PERMIT CENTER Contact Person: J one Number: . 443 o'r:/ Summary of Revision: • Replace the five 2' x 2' precast concrete pavers on the permit drawings with a monolithic 4" thick 2' x 10' cast -in -place concrete slab reinforced per the attached drawing. • Replace the 6" high precast edger blocks at the south, west and east edges of the above slab with a cast -in -place 6" -high concrete curb to match the profile of the other curbs in the parking lot. • The asphalt surface at the shelter location slopes down 6" from the southwest corner of the shelter to the northeast corner. Raise the northeast corner post (foundation #1 on the drawing) 3" and to either shorten the southwest post ( #5) or embed it in the concrete foundation block 3" The factory- supplied anchor brackets can be raised up to 3" maximum. The intermediate 6 posts will be adjusted higher or shortened /embedded accordingly to make the shelter dead level. If the contractor chooses to embed post bottoms, the posts will be set in pitch pockets 5/8" wider than the posts on all 4 sides and filled flush with 2 -part pourable mildew- resistant urethane caulk. Sheet Number(s): 7t "Cloud" or highlight all areas of revision including date of rev lsio j Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 1 V� _ ( (� lapplicntions\tbrms- applications on linelrevvision submittnl Created: 8 -13 -2004 Revised: i • City of Tukwila Steven M Mullet, Mayor 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 Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D 10 -256 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Teamsters Smokers Shelter Project Address: 14675 Interurban Av S Contact Person:tione Number: 1-40. �O €O crgligitiveALA SEP 342010 PERK SEA Summary of Revision: rA t/j� 6..' ilo pa jA� ,all �►� A;a,&dcd rob.l .a�� _;t��.: ► r�,ia'l�i.r opa AM Ix. #017.1.1■, 112 ye- .. _ 1� II� ,Mira* Mire . -ta. . _ dEgAr' ���'I T - �L�' %ab. / •wi'ri>f %� �� L,aIJ' irfitsri .1 r ��r7�� ,f :�. klifi .� "1/ t'T Sheet Number(s) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 0� d 0 lapplicationsltonns- applications on Iinc\revvision submittal Created: 8 -13 -2004 Revised: .r. • ,�3y,TH ST ry REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. Pm o. 1 f DtO.b 2S4 a PROJECT L.00ATICN Piri review approval is subject to errors and omissions. oval of construction documents does not authorize oiation of any adopted code or ordinance. Receipt tj' approved Field Co I an t conditi s is acknowledged: ;4" By Date: 7/7 PLANNING APPROVED No changes can be made. to these plans without approval from the Planning Division of DCD Approved By: J • 4trileat • SEPARATE PERMIT REQUIRED FOR: �+f echanics! �tectricai _ Q tumbtng Was Piping City of Tukwila BUILDING DIVISION City Of Tukwila BUILDING DIVISION EXISTING PARKIN("s & LANDSCAPING TO REMAIN MISTING NATIVE, LANDSCAPING EXISTING ROCKERY EXISTING OFFICE BUILDING INTERURBAN AVE. SO., m MODEL # 4 -4PH POLYCARBONATE RIDGE ROOF' RIDGE VENT SMOKING SHELTER ,�r� 3 GRUNWALD ST. CLIFTON. NJ 07013 Ik .. _. p ea 1u•1�o h ut l(nl ©, 973 -614 -1800 FAX: 973 -614 -8011 9'= 2' -3" PROJECT DATA Project includes installation of a 100 s.f. aluminum- framed unheated smokers' shelter manufactured by Handi -Hut Inc., a Clifton, New Jersey corporation plus installation of interior concrete pavers and foundation blocks and associated site work. Total value of work is $8,000. Revision Note added 9 -28 -2010: Shelter is supported by eight 1' x 1' x 1' deep concrete post blocks set on undisturbed earth with their tops flush with the adjacent asphalt parking lot surface and located as shown on 1/4" plan on this sheet. Each of the eight shelter posts is anchored to a post block with two %" diameter, 2.75" long "Red Head" expansion anchor bolts. Shelter total weight is 1,200 pounds and assumed soil bearing capacity is 2,000 pounds per s.f. The curb shown being removed on the 1/4" plan is a 10- foot -long section of 6" x 6" surface- mounted extruded curb. The five 2' x 2' pavers are 2" -thick architectural slab pavers manufactured by Mutual Materials and are set flush with the adjacent asphalt. The concrete edger units shown on the plan where the curb is removed are 6" -high x 8" deep x 16" -long edging units (Mutual Materials ManorStone corner stones) that retain the 4 "- higher earth in the planter to • the south. The edger stones will have a layer of geotextile behind'them to keep soil from the planting bed from sluicing onto the pavers. The bench /seat shown on the plan is supplied by the manufacturer and is extruded aluminum, 18" deep, full - width, and is mounted 16" above the floor. 4$ C a , = Compliant*: 2006 International Building Code: Ourrent,Ertergy Code, WAC 51-11 Current Ventilation Code, WAC 51 -13; and current editions of the State Barrier Free Code: 1PC, MC, and IFC. Wind exposure B (85 mph), Seismic Zone 3, live, dead, wind, snow, and lateral loads as per IBC. Property Informations: Tax number: 336590- 1365 -01; 359700 - 0023 -06 Legal description: • . Abbreviated legal description, per amended ROW 65.04. Lots 1 -3, Bllt. 15, Hillman's Seattle Garden Tracts, Vol. 11, pg. 24, and Ptn. Lot 2, Interurban Add. to Seattle, Vol. 10, pg. 55. Mall Legal available. Construction Type: V -A. t7ccullancy ciascslfi+�ativns: B Business • Parking: Tile site has 289 parking spaces. The parking requirement for A3 is . a minimum of 1 space per 100 sf or 65. The requirement for 3 use Is one space per 333 Usable sf or 160 spaces. The project provides 6 ADA parking spaces plus 207 standard -sized spaces and 76 compact spaces. • 1 ��.I I® T/1 111 1{i ill fill Ili P fl .��t�� . �►j.! �� X11 .._. 1 ''.4i .. .- WI a 4 bt To no Pik. j..`. ►1�=' � +. ±_. GLAZING :_it4" CLEABS.EMLERED GLASS POLYCARB HIP ROOFS: 1/4° TWIN WALL POLYCARBONATE BENCHLBACKRESTL _EXTR tJ DED._tLU MIN LIM SHELTER SPECIFICATIONS GENERAL DESCRIPTION: The work specified includes the design and fabrication of bus stop shelters, including frame, glazed wall panels, glazed roof and benches if required. DESIGN REQUIREMENTS: Each shelter shall consist of a structural aluminum frame with glazed rear, side walls, windscreen if required and glazed domed roof. The walls shall be glazed full height with 10" ventilation space at bottom. Benches shall be furnished as indicated. The shelter shall be fabricated in the minimum number of parts or sections which can be transported to each site in their preglazed sections. Fabrication methods shall provide for ease in erection. The frame shall be designed to be stable with. or without wall glazing and plastic roof domes. The shelter, including connections, com- ponents and anchorage, shall be tamperproof. The shelter, including the structural frame, glazing and roof domes, shall be capable of withstanding a windload of 75 MPH. The roof including the dome shall be capable of supporting a uniformly distributed load of 40 pounds per square foot or a separate concentrated load of 200 pounds placed at any location on the roof or fascia without permanent deformation. ALUMINUM: All structural and framing members including the fascia shall be extruded aluminum of 6063 -T52 alloy not Tess than 1/8 inch in thickness. GLAZING: All wall and roof glazing shall be 114 inch thick. Wall panels shall be tempered glass, acrylic or coated polycarbonate (as specified). Roof domes shall be thermo formed white translucent acrylic, 1/4 inch thick. Barrel roof shall be glazed with twin- wall polycarbonate. Gasketing around windows and domes shall be extruded PVC dry set splines, which shall be black in color. Hot or cold poured sealants will not be permitted. SHELTER CONSTRUCTION: Maximum horizontal span of any panel shall not exceed 27 ". All wall panels shall be factory glazed into aluminum sub - frames with minimum depth engagement of 3/4 ". Panel sub - frames shall be attached to vertical and horizontal structural mullions with 3/16" diameter rivets on approximately 13" centers. Each shelter shall be supported by four vertical 2 1/2"x2 1/2" aluminum tube corner mullions anchored at base and supporting the roof, rear wall and side walls. Intermediate vertical mullions shall be 2 1/2"xI 1/2" aluminum tubing. Mullion connections shall be by means of extruded aluminum "U" channels 2 1 /4 "x2 1/4" or 1 1/4 "x21/4" with tapered edges. All wall sections shall have structural horizontal members along top and bottom edges. Horizontal and vertical mullions shall be facto- ry attached directly to each other. The fasteners shall be completely hidden when shelter is field installed. The final assembly shall provide a clean, neat, unobtrusive and tamperproof structure free of sharp or irregular edges or corners. Anchor flanges shall be aluminum with minimum height of 5" to provide up to 3" vertical adjustment for possible unlevcl site condi- tions. All mounting hardware shall be factory supplied. Roof shall be completely factory assembled if roof is no larger than 15' long by 7' -6" deep. Roof domes shall be factory glazed 1 1/4 "deep. all around. Roof fascia shall be 1/8" extruded aluminum 6" high. Fascia shall incorporate an integral gutter with 5/8" x 1 1/4" weep holes in back of shelter for drainage. Roof fascia shall have both corner keys and alignment plates secured with 3116" diameter rivets. Under no circumstances will corner keys be dependent upon mere pressure fit.: Each corner key shall be secured with a total of six rivets, three on each face, through both the roof fascia and corner key. Rivet shall match the finish of roof fascia The roof fascia extrusion shall have an inside lip facing downward which shall overlap the inside surface (f.the wall assembly. This Hp shall have factory drilled clearance holes for factory supplied 3116" diameter rivets on 20" centers. Through these holes, holes shall be chased into the top horizontal wall mullion in the field, then the roof assembly secured to the wall assembly with the factory supplied rivets. Any subsequent upward windload force under the roof shall be resisted by shear strength of the rivets. The roof assembly shall not be fastened down to the top of the wall sections with sheet metal screws whereby any upward force is resisted by the screw threads in tension. FINISH: All aluminum components shall be either one of the following finishes, depending which is specified: Dark bronze 313AMM10C22A44 hard coat anodic film BENCH/BACKREST: If bench/backrest is specified, materials shall be extruded aluminum consisting of two contoured sections for bench and one section for backrest. Included shall be aluminum brackets and hardware. Bench/backrest shall be supported along inside for shelter rear wall. WARRANTY: Shelters shall be guaranteed against any defects in material and /or workmanship for one full year from time of delivery. w REVIEWED RNA CODE COMPL IA E i f;1 c�J1U Goer Oi BUILDING 1IVIRIhi�l CORRECTIO, LTM. ►t- RECEIVED w CITY OF TUIC " SEP 2 0 2010 PERMIT CENTER 1 tu D TEAMSTERS Smokers' Shelter Designed By ECA Drawn By ECA Checked By ECA Scale AS NOTED File Name Job n° 1005 Title �? Sheet 1 Sheet