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HomeMy WebLinkAboutPermit D12-020 - GOODWILL - AWNINGGOODWTILL 1174 ANDOVER PK W EXPIRED 12 -05 -12 D12-020 City ofkukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 3523049085 Address: 1174 ANDOVER PK W TUKW Suite No: Project Name: GOODWILL DEVELOPMENT PERMIT Permit Number: D12-020 Issue Date: 04/18/2012 Permit Expires On: 10/15/2012 Owner: Name: DANELLIE LLC Address: 4664 95TH AVE NE , YARROW POINT WA 98004 Contact Person: Name: COLLEEN HALPENNY Address: 18375 OLYMPIC AV S , TUICWILA WA 98188 Contractor: Name: RAINIER INDUSTRIES LTD Address: 18435 OLYMPIC AV S , TUKWILA, WA 98188 Contractor License No: RAINIIL066QP Lender: Name: Address: Phone: 425 - 981 -1293 Phone: 425 - 251 -1800 Expiration Date: 01/03/2013 DESCRIPTION OF WORK: INSTALL (1) NEW AWNING, NO GRAPHICS Value of Construction: $13,335.00 Type of Fire Protection: Type of Construction: Electrical Service Provided by: PUGET SOUND ENERGY Fees Collected: $590.58 International Building Code Edition: 2009 Occupancy per IBC: 0019 * *continued on next page ** doc: IBC -7/10 D12 -020 Printed: 04 -18 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N N N • • Number: 0 Size (Inches): 0 Start Time: Volumes: Cut 0 c.y. End Time: Fill 0 c.y. Start Time: End Time: Private: Profit: N Private: The granting of this permit does not pre construction or the t?e formance of work. to this permit. Signature: Print Name: Date: Public: Non - Profit: N Public: thi- ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am a horized to sign and obtain this development permit and agree to the conditions attached Date: L17/ //2__ This permit shall beco e 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. PERMIT CONDITIONS: 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: The special inspections and verifications for concrete construction shall be required. 5: 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. 6: 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. doc: IBC -7/10 D12 -020 Printed: 04 -18 -2012 7: A final report documenting required spec' spections and correction of any discrepant oted in the inspections shall be submitted to the Building Official. Trial inspection report shall be prepared by tllipoproved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: Truss shop drawings shall be provided with the shipment of trusses delivered to the job site. Truss shop drawings shall bear the seal and signature of a Washington State Professional Engineer. Shop drawings shall be maintained on the site and available to the building inspector for inspection purposes. 9: 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. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: 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. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO BENEATH AWNING.) 18: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) 19: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 21: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 22: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -020 Printed: 04 -18 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hap://www.ci.lukwila.wa.us el) Building Permit No. b 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: 11 7y 4NDDVEe- PAiel4i 4`( L) Tenant Name: 441000 1 11. Property Owners Name: L/E L FRdNkENS-1E►N Mailing Address: 11741 ANDOVAa rkuziexlay King Co Assessor's Tax No.: 3 5 a 3 O'1 9O0 Suite Number: Floor: New Tenant: ❑ Yes Er..No -ra ILA City ;OA. State ill 8� Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: e°421--/- EEN J44i P N N y Mailing Address: /13 315 OLyiUPIG E -Mail Address: /tt,dd l etm h & rec ^>n'e r ; G2 Day Telephone: `1 -q. ( -1p3 'fU kit)It4 City Fax Number: y05:15i -5c1 6 k14 State Zip GENERAL CONTRACTOR INFORMATION - CArcre V i 1.' I (, 4p 0L t (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Mailing Address: ZIN IE1.. INOUSY121E5 18375 LatvAtri! A.0 ' Contact Person: 1biL N 1I4L- PExtkt•/ is «. City E -Mail Address: altwan h ra't/► °9r. Govt Contractor Registration Number: 3't5 -01 O03a 0 lit)A" State Day Telephone: rf 95' gg 1-07S Fax Number: 'J 5 - ;5I - SD65 9E188 Zip Expiration Date: Ia - 31- 201 a 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: u tt) L'•t^a I N 21 N CT Mailing Address: I055:2 &Wt ,hi(ILL-5 09-UE Contact Person: NeNA\( WAIN 67 Los UFas �� ggr3s E -Mail Address: 14010101-WA-S- hu,evq'vee_ &'M Q Wpplications\Fonns- Applications OnLlne\3 -2006 - Permit Application doc (� Revised. 9 -2006 bh City .� State Zip Day Telephone: 159 - a94 1 Fax Number: 79g- ao(f " 176. Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ /3,335,00 Existing Building Valuation: $ Scope of Work (please provide detailed information): !M1 1ALuau4 1 A1tU 4WNIx14 , N o t4P14I65 Will there be new rack storage? ❑ Yes jg.. 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: I landicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:\Apphcations\Fonns- Applications On Line U-2006 - Pemut Apphcanon 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 1st Floor rd Floor 3ro Floor Floors thni 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: I landicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ 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:\Apphcations\Fonns- Applications On Line U-2006 - Pemut Apphcanon doc Revised 9 -2006 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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 OWNER OR AUTHORIZED AGENT: Signature: C ,p Print Name: /B,o FAt y Mailing Address: 1$375 DLY,UPIG' tU1E S Date: PI- 06-(Q00 Day Telephone: S 98 (-/99S TcJkWrLa /)A 98tgE City State Zip Date Application Accepted: Date Application Expires: Staff Initials: 1)27 , 1114e- Q Applicanons\Forms- Applications On LineV -2006 - Permit Application.doc Revised 9 -2006 bh Page 6 of 6 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.TukwilaWA.gov RECEIPT Parcel No.: 3523049085 Permit Number: D12-020 Address: 1174 ANDOVER PK W TUKW Status: PENDING Suite No: Applied Date: 01/27/2012 Applicant: GOODWILL Issue Date: Receipt No.: R12 -00334 Initials: User ID: WER 1655 Payment Amount: $590.58 Payment Date: 01/27/2012 03:45 PM Balance: $0.00 Payee: RAINIER INDUSTRIES TRANSACTION LIST: Type Method Descriptio Amount Payment Check 72798 590.58 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $590.58 355.20 230.88 4.50 doc: Receiot -06 Printed: 01 -27 -2012 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 ..vz-02C� Projectt:,���/, / Type of Inspection: L -- , v. -3 j_ 9 /-7 ('/ , rtf -.x., � -�3) L f1 /S Address: //7 ' tp./ 4 -v,z.) .J<( tti Date Called: Special Instructions: Date Wanted:. 9 - /2 /a.m. ;.p.m Requester: Phone No: 4'475 a S/- f&X IDApproved per applicable codes. ISCorrections required prior to approval. C OMMENTS: 6.) ,9,,, r te' • ,J,r) 4 �,. ,. l r C. 7+ C r L -- , v. -3 j_ 9 /-7 ('/ , rtf -.x., � -�3) L f1 /S /1 /-21 Date: /44'47 • ' 1 C�(. AX:744 _, 5 - j- rF� SPECTION FEE REQ RED. Prior )6 next inspection. fee must be id at 6300 Southcenter Blvd.. Suite 140. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1?- o0.,& b - 0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: tl Cam. ' . \ 1 I Type of Ins ection: SP tNA+L Address: , l -] 1% Suite #: /g- e kl Contact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: • Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: • Permits: Occupancy Type: , Si) S---‘00% L ok. _ tANc-ti New lell," It) ; 410 PersA; 4- C Alt (9 voi 4 IA- [ 4 ii(C Needs Shift Inspection: Sprinklers: • Fire Alarm: Hood & Duct: _ Monitor: Pre -Fire: • Permits: Occupancy Type: , Inspector: j4'\ 5 Date: 1.-/// 7/ /c- Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 262576 Project: Goodwill Industries, Tukwila Address: 1174 Andover Parkway West, Tukwila Client: Rainier Industries, Ltd. Permit Number,` D -12 -020 Job Number: Client Address: 12 -0757 RECEIVED MAR 07 2013 rir 1. , fit VI I.UI'Mi N r 18375 Olympic Avenue South Tukwila, WA 98188 Inspections Performed Steel Decking Structural Steel Fabrication Structural Steel Erection X Other (specify): Other (specify): Inspector and Date Remarks Anthony Garland On site at Goodwill Tukwila for visua welding inspection. Inspection was done on the awning 02/15/2013 located at the drop -off walkway on th ort ding, per note #8 of the general notes. Inspection was to be done during construction. Inspection had been missed and engineer was notified of circumstances. Copies to: x Client Owner Architect Visual inspection was performed on all welding of the four (4) 3 "x3 "x' /a' steel tube stanchions shown on detail C /OP4.00. Although welds have been painted, contour and face of weld was found to be visible, sufficient for visual inspection. All welds were found to meet AWS D1.1 Table 6.1 visual acceptance criteria. NOTE: Photographs of base plate compaction was received from contractor. Anchor bolts had previously been inspected (see ORA proprietary anchor report #260059, dated 12/18/2013. Reference Standard(s) Used: 2010 AWS D1.1 CONFORMS x Engineer Contractor x Building Dept. Others Technical Responsibility: 'ter =n en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -63 -05 (Rev 10/10) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED JAN 22 2013 PROPRIETARY ANCHOR MECHANICAL INSPECTION REPORT Job Number. 12 -0757 • u.c)IVIN1ul'IT( DEVELOPMENT Report Number: 260059 Permit Number: D -12 -020 Project: Goodwill Industries - Tukwila Client: Rainier Industries, LTD. Address: 1174 Andover Parkway West, Tukwila Address: 18375 Olympic Avenue South, Tukwila Inspector. John Reeder Date: 12/18/2012 Description /Location: Inspected the pre - installed anchors for the awning frame at loading dock area. The anchor bolts appear to be Hilti KBTZ ' /Z° x 5 IA" expansion anchors. From the visible length of the bolts showing, it appears that the anchor bolts have 3" to 5" embedment. Intended Use: Anchor bolts for awning frame Building Code & Year: 2009 IBC Reference Standard(s) Used: Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADM/N -87-01 (Rev 7/09) Anchor Size & Quantity: W (32) Anchor Type: 0 Expansion • Screw • Sleeve • Drop In ESR Number: 1917 Anchor Manufacturer: Hilti -TZ Hole Diameter: N/A Hole Depth: 3-5" Required Embedment: 3" Anchor Length: 5' W' Concrete Thickness: N/A Concrete Strength: N/A Base Material: 0 Normal Weight Concrete • Light Weight Concrete • CMU ■ Brick • Composite Deck Hole Cleaning: • Compressed Air • Hand Pump • Other: ORA Torque Wrench ID: 5998 Torque: 40 ft-lbs Drill Bit (ANSI B212.15): • Yes • No Weather: Overcast Ambient Temperature: 38 °F Reference Standard(s) Used: Copies to: X Client X Engineer Owner Contractor Architect X Building Dept. Others Comments Technical Responsibility: Conforms X Does Not Conform Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADM/N -87-01 (Rev 7/09) GENERAL NOTES 1'. These drawings have been prepared primarily to safeguard against major structural damage and loss of life, not to limit damage ormaintain :function -as per requirements' of the current accepted building code as listed in the' Basis for Design. :, An experienced licensed contractor with a' working knowledge of applicable codes and industry accepted standard practices shall perform the work depicted', in these drawings., 3! All work shall conform to the minimum standards of the currentgovemtng'building code and Industry specific specifications andlstandards. The', contractor' shall comply with requirements of all regulatory agencies with authority over any portion of the Work not explicitly shown on these drawings'shall conformlto all'applicable codesand! accepted standard practices. 4STheicontractor shall verify all dimensions;, elevations and condi:ions'on these drawings'wlth the architectural and'all other, discipline drawings prior to,startlof construction., Notify' architect'or FOR in writing before the start of odristructibo regarding discrepanciesomissiondor variations, or they'shalllbecometne sol&responsibllity of the contractor., Notes] and the c details on these drawin shake, precedence :over general structural�notesand - cal' details. Peclg 9, P 9 typical 5, Construction methods are not indicatedlonithese drawings: The contractor, shall be solely; responsible for; all methods, sequences and procedures of, construction. The contractor shall provide adequate shoring), bracing, formwork, etcl as requiredlfor the protection of, life and property during construction: 6, Openings• �cIets. etc. larger thanl6 in�has shall not be placed intstrucluurallmembers,unless specifically, deetailed on these drawings When drawingslbyotherdshow!items ; in? structural' members,notshown on'tlielstructural drawings:,notify theengtneer; inwriting',to determine correct disposition., •ie by EOR; - ll - t --- - - - - - - - 7,,Silewsrts by the FOR area resource,for tFie�contractor andsnallnogbe considered as'special inspections], 8 ,General; inspection and speciallinspectionlshallbe performed &ring] construction aslrequired bythellocal governing municipality3 BASIS] FOR' DESIGN 1(,GoverningiBuilding Code: 2009 1Internatio``natlBuilding'Code. 2 ,Occupancy Category: II 3 ,Roof Loads: Dead Load = self weight -- 2'psfmiscsdead load; Live. Load = 20 psf(non- reducible)i Snow Load = 25' psf(minimumlrequired snow load)? 4:,Wind Design: Basic Wind Speed = 185,mph Wind Exposure =1C Wind Importance Factor= 1,01(Category,II). Mean Roof Height' = 'lessltham 15" - -0" 5 Seismic Design:. Wind'loads govern lateral structural , design. SEPARATE PERMIT REQUIRED FOR Mechanical] Electrical Pkmthing ^^u'' City of Tukwila' a BUILDING DIVISION CONCRETE 1' Foundation design Is based upon ft PI= 2500 PSI for; at concrete in contact with the soil. GeotechnlcallE'nglneershalll provide, lnfonnationiregardinglon- stte'soils,wlthlsulfatel exposures aeper currentacceptedlcodelaslisted itlthelbasisl for design? oras .follows Exposure Moderate Severe Very, severe w/c 0!501 0!45, 0.45' 28-day_(6b)I Sol Sulfate] 'Cement; 40001PSI1 011 =0.2' II, 45001PS110.2 -216 V 45001PSIlover 2.0 V+ pozzotam Minimum128 -day strength concretelplaced]in` the field shall be(fc)', 3000.PSI. 2 Concrete', mixes shall, be designed by a` certified; concrete;testingllaboratory,.'and approvedlby the EOR. 3 All concrete shalllbe normal weight 145,PCF withhardrockaggregates. 4•- Maximumislump shall be S inches, and,thewater shall be ;clean andlpotab e) - - c -so•1 - -- -- - - - --- - --- -- - - - - - S,Po`rtland cement ASTMIC 150;lype'V for'concreteincontad,withlsod. Typellcementmay be usedelsewnere: Type VJplus)pozzolanslrallbeused where concrete hsinl contactwith soil containing very severe sulfatelexposure:, Fly ash shall comply withASTM1C'618),class F;, and shalllbe approved by)thiArchitect'Imwritinglbefore being the] ob. When fly ash contentlshall be 15.perdent to25 percent.- Water cementlratiolshhalllbebased on total cementiious,matterial: 7 ,Aggregates ha ll co m ply With ASTMIC 33 1 „ ti s e /4"n axim umaggregate size li nstructural' concrete;, t 1 / - maxih m uin'slabs,ongrad, e , and3l8a pealgravel in grouts only u- less] spectficatly noted otherwise on,the plansl or, by approval by, the EOR, in writing_, High;earlystrengthconcrete may beusedlwhen requested by the contractor, Mix design, datalusinglfleld- curedlspecirnens shafilbelsubmittedfor, review andlapproval. 9',No1 more than 90 minutes shalllela P sebetween I concreteiatchin `and, placement unlessa PP rovedI ti Y theEORlin writin9 ., 10. Concrete ;mixing, placement and; qualityshall,be per the currentaccepted code. as listedlin the basis for design., Mechani`callyvibratelall concrete: Vlbrateslabs on grade around and under floor ducts) or similar; elements. 1111. Removelall debris from, forms, before placing concrete Concreteishallb el carefullyplacedlin, reinforcedlele mentssoas'td)avoidlsegregation of'aggregatesl PJnconfinedlfafof concrete shall not exceed fiveifeetunless)approved',the by FOR Inwriting. 12 Reinforcing, dowels:, bolts;' anchors], sleeves , embeds, etc (shah be, securely, positioned) initneformsl prior to' placement of the concrete? 131 Protect concrete from damage,or reducedlstrength due cold or hot weather n accordance, with ACI 305jand306. Contractor shall taketspecial curing', precautions' to, minimize shrinkage ,cracking',of'concreteslabs. f41, Pipes,andlelectricalIconduits.shalll not embeddedlin structural concrete except where specifically' app dvedlbythe FOR Embedded items shall not impair the strengttilof the member., STRUCTURAL STEEL Ii.,Structurallsteel members shalllconform loithe,following Standard steel(shapes :' Rolled wide flangelsections:' Bars and plates: Tubes and pipes:' Standard pipes :1 Coldlformed tubeshstuds, etc!:, High 'strengthl bolts:] All other,bolts:l standards and material properties,, U.N.O:: ASTM. A36 (36'ksi) ASTM I A992; (50 ksi) ASTM A361(36 ksr ) ASTMIA5001GradeB (46 /42ksi), ASTM A531Grade,B (35iksi), ASTM I A6531(50, ksi) ASTM I A3251 ASTM I A307' REVISIONS No changes, Shall) be made to the scope of' work; without prior approval) of' Tukwila' Building Division. NOTE: ReviSlons' wig; require a new plan] submittal and may) include additional plan] review fees. 8. Grout beneath column' bases or bearing plates shall be 5000 psi minimum non -shrink flowable grout or drypack., Install grout under bearingiplates before framinglmembers,are installed., At columns] install grout under base plates aftercolumn has been plumbed but prior to floor or roofinstalation. Groutidepth shall be sufficient'lolallowlgroutor' drypack to, be placed beneath plate without voids. 9. Welded moment frame connections shall comply with the following requirements: Aocessiholes shall be smooth and free of notches., Minimum' preheat per AWS requirements shall be maintained for all, welds including tack welds. Verify preheaf withrtemperature indi Weld material shaillcomply with Charpy V -Notch requirement'of 20 f- Ibsiat End dams are not allowed:, All weld layers shalllbe completed full`wldthlof,flange before mew la`yeris started. Maximum layer thlckness equals '' /." „maximum bead width equals'5/8 ":, Grind edges of weidlsmoothand flush with ectijes)of abuttinglpartsa Notchesl or grooves l shat l bit ground smooth.: 10.- AllImis cs welds, not ,notedt including ,stiffeners' mists plates) etc) shall be, per AISC'manual table J2.4. REVIEWED FOR tlrQTerjLw, COMPLIANCE APPROVED FEB1 ©o S] 201'2, STRUCTURAL ALUMINUM] / of (I dial 1- Allalu m n m I lo s shall' -ml n- lm m 60 6 ] ,wltn min im m' t n I l I Id I tr s , 3 5 'ksl U.N.O. 2 . All I alu I u mw aids co f o rm1 t AW iD .2�3 ( 3 0 ) I s Pe cifi ca bns 3U l LD f N G iVISiON 3. Aluminum parts shalllbe weldediwithlan,inert gad hielded arc orb resistanceeweldingiprodess: No welding brTOCeeSitliat1WuirsieweldInglfliffettielffiZtittd•reffitrItterrell l.,Ji= complyinglwith the governing code and specifications requirements' shall 4, All'welds of; structurallmernbers,shall be' performed by,!wellders qualified in accordance: with the governing cod eprocedures:, '5. Welding of aluminum shall bit in acc�rdance withinatiohatlyrecognized standards. 6- O xyge n cutti g of alum num-alloys shall n of 6e pe rmrtted . 7, Where) alloy)partitlare.in contact with'dissirnilar metal's', (other, thamslainless, aluminizedlor galvanized]steel)`or absorbent building )materials)iikely)tolbelcont nuously or intermittently wet, thefayinglsu rrfacesishalllbepainted orotherwise separated in'accordance with'thecurrent! aluminum specifications: 81. During; erection, structural laluminum shall be ,adequately'bracedlandfastened to resist dead },wind and eredflbh)looads. Fasteners' 1. Screws shall be seit-taptihg liex headlsheet metal' screwswithl current ICBO /ICCrating for material into whichlinstallation occurs:, � 2- Screws which are removedsh'atl be replaced, with, a larger diameter screw, where replacement is made ihtdlanlexiatingholb: Replace all sdrewsiwhibhisstnploutlmatenal! 3. Screws shall be spaced noeloser than15 /87 old, and maintain a'minimumif ee edge distance ofr1 /2 ";,U!N'O'', 4. Clip angleslor flat clips usedfor, attacliment;shall be'aiminimumof 33miIs,,U!N!O. Site all clip angles andlflaticiipsltomaintainlminimumscrew ,spadngandledggedlstencesas] noted' above:, 5: All screws andllar geFShall! havealminhinu nil head]sizeof :5/16;. All screws shall have; sufficientlengthltolensure)penetr `atioonintolalu min um /steeQb')atlleast (2))fuildiameter threads - 6. All screws)shall be, alminlhiu 1of, #81selt- tapping screws),U N!O1. 7- All anchors mnafalledlthto concrete shall; be] Hihit KBITZ- expansion? anchord (ES R- 19,1,7)'or:Hiltt HIT- RE500)-SDladhesive,anchhol. (ESR= 2322). AlllarjchorS1 hstalledlihtoICMUI shall be HlltiKB,ill expanslenlanchors,(ESR- 1385)' or Hilt)1HIT,'HY- 15D adhesive itnchors (ESR- 1967):- AporoVed eq uivalentaridtiord with] current) IC.1816/1C1C1 reports) may" Pe) used; at'thel contractors) discrelion: 8. AII'bolts shall be ins faked I as. beari ng; type) connections I with) th reads ,excluded from, shear plane](typel "x" connection)? U.N(O. High- strengthlbolts ) Shaft] be)snugtlghtenedl using any AISC; approved' method and I do not require special inspections unless', noted; otherwise: AM bolts] in slotted] or; oversize holes, and all I high- strengl.' lboftsishalh be)iristalled with washers. SPECIAL, INSPECTION 1. Alllrequiredlspecial inspections shall be performed lid accordance, withlthel current? accepted building Checkiwith]the lbcalbuilding department, for` requiredlspecial inspections: 2,Thespecialinspector shalllbea`qualified personlwholshall ,demonstrafecompetence;,to the satisfactionofth'elocal building department;,for;lhe inspectionloffheparticular;type of construction) or operation) requiring special inspection. 3) The speciatlinspecfor'shall'inspect 1Feworklasslgnedlfor co-n form ance,with lth- eapp- rov e d c-o-n- tr-a-c- t Brawings- lan- dspec i caton s:, T e- spec iallin- sped5r ?s -hal umith in spe cti`n reports toltile Inca!) building') department: the EOR arid other designated) personsrequiredlbythelgoverninglb buildinglofficial, Allidiscrepancies' shall lbelbfouglitltolthelimmediete attention n n r son i i g Ci] attention ofithe ;contractor;for'correctton;,and tlien,if'uncorrectedlin al ofltim` e;, the�EORland111iebutldinglofficiatshalllbenotified. Tliespeciall inspector, shall submit afinal signed) report; statingiwhethe rtheworklrequiringspecial inspection' was;, to the best of, the inspectors? knowledge?, const)uctedlin conforr*ancelwithhth'eapprovedl plans' and', specificatioo`ns and the applicablblbuilding codeprovisi`ons 4, Inspectors) shall inspect from, ani approvedlsetof lcontractdrawings, shop)drawin`gs shall dot be ised in lieu]ofthhitapproved contract drawings for, irispection,purposes, ca 'I in 5'. Certificatelofa rovalr ardin malerials,and ins ection of refabricatedlitemslshallbe provided' iniaccrordancelwi[n iris current accepted d code) . PP e9 9J 1 P � P 1 P 91 ) i 2', W here steel l beam is`wsed l In connection] towood framing, a13xi DF -L, sttud'gradel plate)will be bolted' totheltopflange' withl'.4 'diah bolts] staggered) at 247o.c'., 3',Structural steel:shell be :fabricated and erected inaccordancewith AISC1 specificationslor,' theidesignlfabdcationlandlerectiornofistructurallsteelbuildings ), 4', A111welds,shalll be minimum11 /87 E70XX alllaround weld,, U! N.O?, 5',Welders,shall tie AWSicertifiedlor equivalent(WAVO)! Aliwelding shallluse E70 series low hydrogeri itlectr�cfed. All canformltolthelatestAmerican Weldingj Society, standards;',weldslonidrawings are shown as,shopjwelds: Contractor, mayshoplweld or,'freld]weld]at his discretion?, All full penetrationlweldslshalllbe tested and :certified by an independent testing laboratory. 6:, All bolts,shall be installed as bearing;type]connections with threads excluded from shear plane)(type,"ir connection);,U.NIO'. High- strengt ibolts,shallbe, snugltightened' using any' AISC' approved method andldo)notrequire special inspections, unless noted otherwise. Alllboltsinslotted or oversize holes and el! high - strength, bolts shall be Instelledlwlth washers. 7 All expansion or epoxy bolts shall'have currenlICBO /ICC ratinglfor material Intowhi'ch'Installation occurs] Headedlstudsshallconfo`nn to altlrequirementslofthe 'latestedition of,' thel'recommended,practices for stud,welding7 andlthe . "structurallweldingcode7 published by,AWS. AllJbolts;,anchhor bolts: expansion bolts.,etc. shall belinstalled with steel washers, at face of wood!, LE C '®I etilitilt Ma. 10' '17 A[ primal of constifii ion documents does not, aithot violate deny adopted code or ord'nanc3. Rec i1 fl approved, 1 'Copy ledge::) i t fay BUILDING Tukwila RECEIVED 42., JAN 27' 2012 PET'CENTER� STRUCTURAL ONLY 0;1126:201'2 FIIe Name:; P : \DTiS \DEVELOPMENT\Goodwill Tiukwila \1161195 ='Wedge Awning\ Drawing\ 161 '1951 - GoodwilljTiukwila'.dwgl Rai,, indlliM i ' 18375;Ckjmpc Ave. 8, Tlaal,WA�961 r 800-869' - 7,1',62; Toll Free] 425 =2511 11800) Phone 425-2511-50651 Fax, www? Rai'nier,:Com1 Original] design] concepts' are, protected Under Federal] Copdgntl Laws-) and are] the property' of RS-thief' lidustnesl Ltol, Pity; reproducoonl of! this' cesi§Tfi concept without) written consent! it expressy, forbidden] ISO 9001':2000' REGISTERED) ISO' 14001:1 E MS'- ,REGISTERED' GOODWILL 11b7,4AN I.t,VER,PARKWAVN TiUKINILA,019818$� _Revtsionsl WILLARD)(P'ARKL__ SalesPersorl {1 VV,EDGEAWNING', ;Job Narna ENGINEERING] N-05F__E8) RI; Work l0rder, Numoer; 161111951 Drawing] 'itlel COLLEEN - Drawn)By TSMI l! ol1i=,1 :64011'2 CheckedlBy»)Date) Issue,Date ]iByk MICHAEL BABBIITT)' projectivanager, - - PO).O;O) Street,Number( PROPOSED AWNING LOCATION Vicinity Map Scale: NTS SCOPE OF WORK: • WEDGE AWNING • FRONT: 17 - 0' (G} (Total: 36) • WALL: 4' - 0' • PROJ: 1Z -0' • TRUSS: 0 -4' GENERAL NOTES: • GENERAL • ALL SHOPS - WHEN APPROPRIATE OR AT THE COMPLETION OF THE PROJECT: RETURN SHOP DRAWINGS WITH REVISIONS/NOTATIONS / CORRECTIONS TO DTS SO THE MASTER COPY CAN BE UPDATED. • FRAME • ALUMINUM FRAME • ALL JOPJTS TIG WELDED 2 -SIDES MNIMUM (U.0 N.) • SIZE OF WELDS, GAS & FILLER MATERIAL TO BE BASED ON AWS STANDARDS • VERIFY THE TOLERANCE/FIT OF ALL HOLES SIZES WHERE PINS, BOLTS OR SIMILAR WLL BE USED. • DE- BURR/EASE ANY SHARP EDGES OR CORNERS PER THE SHOPS � INSPECTION PROCEDURES • ALL TOLERANCE TO BE +/- 1/16' (U.O.N.) n WHERE 2 OR MORE PIECES HAVE TO FIT TOGETHER - SHOP TO VERIFY THAT THE FINAL PRODUCT WILL FUNCTION, REGARDLESS OF STANDARD OR NOTED TOLERANCE • FRAME FINISH: MLL FINISH • METAL ON WINGS • NO METAL ON TRUSS • STANCHIONS • 3' x 3' STEEL SQUARE TUBE • WELDED ALL SIDES • CAP ENDS • WEEP HOLE ON ONE END • INSTALL FIRST. LEVEL. THEN TEK SCREW FRAME TO STANCHION BEAMS • FINISH' POWDER COAT COLOR TBD • ROOFING • SNAPLOC STANDING SEAM 26 GA COLOR TBD • INSTALL • ON SITE POWER AVAILABLE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 City of Tukwila BUILDING DIVISION D JAN 27 2012 PERMIT CENTER r ExPtEs. C5/.2,,,—/ 12 STRUCTURAL ONLY 01.26.2012 Sheet Index Page Description Revision Date P1.00 Site Photo / General Notes / Sheet Index P1.10 Site Plan P2.00 Elevations P3.00 Frame #1, #2 & #3 P4.00 Details P5.00 Attachment Details File Name: P: \DTS \DEVELOPMENT\Goodwill Tukwila \161195 - Wedge Awning \Drawing \161195 - Goodwill Tukwila.dwg Rainier hMuslries,Lid 18375 CyrrpicAve. S. Tlkwaa WA 961 800- 869 -7162 Toll Free 425 - 251 -1800 Phone 425 - 251 -5065 Fax www.Rainier.com Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. My reproduction of this design concept without written consent is expressly forbidden. ISO 9001:2000 REGISTERED ISO 14001: EMS • REGISTERED GOODWILL 1174 ANDOVER PARKWAY W TUKWILA, WA 98188 Revisions WILLARD PARK Sales Person (1) WEDGE AWNING b Name SITE PHOTO I OVERVIEW RI 'Work Order Number 161195 Drawing Title COLLEEN H Drawn By TSM 101 -16 -2012 Checked By I Date Issue Date I By MICHAEL BABBITT Project Manager P1.00 Sheet Number • DROPOFF WALKWAY' 11741ANDOVER' PARKWAY WEST TUKWILA, WA8HINIGON 98188 3E-0" TOTAL / Agerir A 4Ariev, A Aar 12'LO" FRAME #1 "irdr A .imear 17-07FRAMEfi3Adrimpr Ai0III° 37 FROM' ExisTiNc'AMING' `15==bli="-7,.?..',Ir-vRe-i.t1. "':.=.va.Z-,.-47",-4, ,--47,1- ,- , _w;.•i?....,:v- , ,..-.. g 2 5 gt: I REVIEWED FOR CODE COMPLIANCE, APPROVED' EXIST1NGIMEIAL AWNING' HANDRAIL Plot Plan care: 3/16" = FEB) Zojirl City/ Of TiiiIkviVira, UILDING IIST�N RECEIVED JAN art an PERMIT CENTER rExPIRES C57/121 I STUCJ\ILONLY1 01L261.2042 FiI Name: — P:\OTS\OEVELOPMENT\OocidwillITi-ik-wila.61195,WedgelAWnirig\prawin-gN.161195 Goodwill Tiikwilaxlw-g, Rainier Industie0d1 18375t4ttpi6 Tk,WA 95186 80-S697i62 Tolli '1*.ae) 4252511806 Phone 4-82511.-5065) Fax www:14ainiet.dortil bagaiiil design) conceptSi are) arbiadedi under,' Federal] Copyright' Law cil ari) 661 OrtertY) of Rier 64i-stiles)) llfdl) ny reprciduction,d; this) desiVil concept] withcia; Written" consent: la) express,) fOrPidiferi), is69061:2oo#,REGisTEREN do1114aoi :]EMS.REGSTEREDI GOODWILL 11174ANDOVERF'ARKIN:AM TUNIIIAWA981883 W111-11-AFWI PARK SalesiPersoril )+NEOIGEAVVNINQI Joblqame) ,PLOT PLAN' OVERVIEW/ RIlWrMl0rderNurnber) 1101;5_51_ Drawing iTitlel - MILLEEN1 Drawn By) 1/04-16;20 2 Checiredey,tDatel IssuelDatel,ey) MICHAEL BAUM Broject.Managar, P1 1 Sive( ta.utber,) QC �,, f- o ► flee 1 qlY" N�I "' 1 V�CGµ0�y PROPOSED NE r ."‘vvi-4, +6' efre,,-,...4-' ..,,t.f., „,„((t),:w.y da,' ea rtopy (2=g,-c_ 32 0't” y EXISTINGIAWNING'� STA lc HION IY East: Elevation' View Scale:; 114" =I 1' =0 "' RECEIVED JAN 2'7 2012 PERMITCENTER F EMPIRES' C5 /:1,5*/ 12' STRUCTURAL., ONLY 0,1l.•612a112) Flle_Narne? P: \DTSWEVELOPMENTGOodwill Tukwila \161'1951- WedgAievriitiMDrawitigg61.11951-GOodWill'lkii(wilaxivsig) IIRYII WIC�I 183150iyrrpc'Ave, TIM,WA1981 c) 800- 869: - 7,1;62- Toll I Free) 425= 25148001 Phone) 425' -251' -5065) FaX www.F ainier:corn Driginai� design concepts) are protect'ed) Under, Federal, Copyrlgfitl_LaWS) and are) the) property) al Rainier; Industries), Ltd. Any reprdductionl of; this) designlconeepll without) written) consentl iii expressly) 'orbidden? ISO 9001 20901 REGISTERED) ISO)14001:1 E MS' -I RE GISTERED) GOODWILL 11 174 ANDO11,ERPARK,V,vw) TIJEOLAWA\98188) Revisions) MLLARD) PARK Sales Person) �i11 1N E D: G E AWN N I N E) pb ame, ELEVATI,ON'VIEW.81 RI, WorklOrder,Number 1,6,1{195] Drawing)Title) COLLEEN Hl DrawniBy, TSMI%20i1',- 1I64M Checked By, Date) Issue;Date)+,By) MICHAEL BABBIij1T Projec:ManageN P2.10 Sheet,Number { RAINIER i I ainier Industries, Lid 1837501 rpicAvaS. Tulohia, WA 961: v O \ LP, \ 1 \ • - -` —. , 1 1 \ \-- rx 1 "x.110 ALUM. TUBE K 0. FRAME BREAK /— 2 2 1"x 2 "x.125 ALUM. TUBE \ . \ , \ • 800- 869 -7162 Toil Free 425 -251 -1800 Phone 425 -251 -5065 Fax rte;•` K\ 3 > 2 °x 2 "x,125 ALUM. TUBE 1 : , 4 ® b 1040. � www.Rainier.com —_ . • \ ' N. . c 14k1L . , Original design concepts are protected under Federal Copyright Laws and are the property of Rainier Industries, Ltd. Any reproduction of this design concept without wrinen consent is expressly forbidden, ( 1 Jr- '— > O, \ \ ' \ '-', \ \, . '\ 0 2 ISO 9001:2000 REGISTERED IS0,14001: EMS - REGISTERED 1 \\ — GOODWILL 1174 ANDOVER PARKWAY W TUKWILA, WA 98188 Revisions — FRAME BREAK a \ „,, , \ , 47b• -- — I j Isometric View . � /O ' 2 Frame #3 v. is JO 1 \ a 1 -\ 3 \ \ -� \ Scale: 3/16" =11-0" REVIEWED FOR CODE COMPLIANCE APPROVED FEB 0 8 2012 t ,Re' City o1 Tukwila ,[ Ji4'. s, Ai, ♦1 BUILDING DIVISION 7 kp� • r ' +r. ,4 ` -- :, ` �. ■ Isometric View WILLARD PARK Frame #2 B 1 Scale: 3/16" — 1 -0 t \ NI-- 1 % Sales Person t1 WEDGE AWNING Job�ame FRAME LAYOUTS �1 e +- e1 ' i' O , 7:`"'0* �v3 x its ` RI Work Order Number 161195 ,4,5/ lisi o tar iµ272 <r cJ esi.rt.1069 (. Isometric View '. ..... L 1.14 .. =r - D avnng Title COLLEEN H DrawnBy ISM / 01 -16 -2012 Checked By I Dale Frame #1 ® RECEIVED 1 ExpiREs C5 /.1.5'/12, Scale: 3/16" =11-0" Issue Date MICHAEL BABBITT JAN 27 2012 STRUCTURAL ONLY PERMIT CENTER 01.26.2012 Project Manager P3.00 File Name: P: \DTS \DEVELOPMENT\Goodwill Tukwila \161195 - Wedge Awning \Drawing \161195 - Goodwill Tukwila.dwg sheet Number , Mk +7 ■ .4ik„.:' ' ' . - x .RIAINIEF: 'i —R316... . kidustnesHiud, i 183750S*Ave.S: , Tilonia,WA1381:i1 ,... ( 1 • VP :AB!;:19,8,: "C•). -= 3.10"} V 16-8 ' 17 I KATTER)coRNER1 c'41 c?) ' d) Ho 41 P, g.i VO 11 Ark 72,..081 ;IF)- • . I dry 37)k3"'x',1/87 . I) .....—...,.. REVIEVVED CODE APPROVED FEB', 1 _ Chi," STEEL - - sQuARE, TUBE' ",-.?/,.p. /6" • , 3" x 3" x,1/8" /PA) STEEL — I\ I ' . . 1 ‘5.i 1-O : .,) III Til ii: iv 800 =8691162 T6111fel 425-251-18001 PfOnel 4251-251-5065) F'ax VP SQUARETUBe . FC)R 1 3" x ri11/13 COMPLIAIsIEET" LESCOPTINGI — :QUARETOBE WWW.Fiainier.co nil k. .‘•-■ _ ... O'ribiliall design) concepta', are) protected) under ederal)Copyrighfl IlaireN and) arl the) proPerly) on Rainier, likustricilliltd1, AriS,, reprodGctionj of hi) des0 Concept) wItrouP written) consent; lit expressly) fOrbidden:, IMF IS69001:20001REGISTEREN lk))14001:EMS. REGISTERED) 0 a 2012, A% , GOODWILL f117,441tIOVER'PAIRKINON TIJOVIKWA\ 0881 Weviiotii, 12'-0" ._,,, NW of Tirkwila , - - _ Arrx2,.,2-x,fiesTEEL SQUARE TUBE Descrikti06:, FRAME SECTION] VIEW Descrfptiorr. STANCHIONS' QTY:: 3', Scale: v 11')-On Material: ALUMINUM QTY,:; 4, Scale: it''=, 1-0" Ma feriac:', 8):(31,,' ST EEL o.3, .... ,. . • ..4 *... ass 1.•!, la su t ,,. St.. , st.:72 0 ..k. 15. -",-Pkg•s6 - ,..1,-Az.A. 515•-•': ,. ' ,,,.. .. ei r • v•, . .,.., ,#.' . ,• " ' 'ACP": . • \ ; •... .,..„.... -1.; 11 c,,\ ,;. Q11;54, _, 4,A, %; 4 .. — -0 • +1+: ',,,, WILLARb1PAFK 8 itlPfpi,. riltPIRES. C5/4.51T211 ''T LEN6N, ... ;f, ■ ,.. ti ,-,..1..." ' Av. ,, , , )„. to.. ) , • STRUCTURAL ONLY' 01.26,2012 .. . SalesRersoni —) (.11,,WELIE,'PAININGI LPL -,..., • 1 ) rif41 erne) , OETAIL8). `ii, N -, ' RI Work OrdenNumben i 61.1551 -) RECEIVEr Drawing)Title) CIOLLEEN'H Drawn]By) TISK& 0‘11-15720,1)2), JAN 2,71 2f112' PERM IIT'CENT,ER, 12!-O "' Checked Ryi 0 Date) ) 4, Issue Oate liBy) ■ MicHAEL,BABBITTE Description: FRAME EN') VIM/ Desertlibrt ISOMETRIC OF COMPLETED) AWNING Rroject Manager , I p4 00 I lij , 9 QTY: 3, Scale: iiii =1 'i- Material,: ALUMINUM QTY', 1 Scale: i'l =1111)-07 - - . Ma fel-fie 1::; M I SG File Name: P: \ DTS\ DEVELOPMENT\ Goodwill Tukwila \161,195' = Wedge Awning \Drawing \ 1!61.11951- Goodwill Tukwila.dwgj SheeUNumben • dd • e EXISTING CONCRETE WALL 25 "THK STEEL PLATE - BRAINIER il ���� 1�75yTTICA� S1 Tula�ia, WA1961 1 ' —./V__. Y4%20 LOCKNUT Y4%20 3/2 x, 3' LONG HILTI KB TZ, - SSEXPANSION ANCHOR Y "DIAL X 3,'LONG HILTIIKB TZ SS Q , EXISTING CONCRETEWALL, CAULK',- IGEOCEL2300), 1 "� 3 SO WNING)TJOP ,/' 116 "'TiHICK {X; 11" WIDE,Z RACKETS (.1)( @'EVERY RAFTERI -STOP BAR' 4 • %�DIAsA307 THRU -BOLT' 4" — 37 X;3" e STEEL,SQUARE'TUBE " -m ° 800186917162' T01l�Ff @8� 4252511,-.1160 ' Phone 425 =2511,-5065 Fax, x �1�; a' EXPANSION 3', 1.41 - 3'. a%' THK�STEEL —, PLATE', ANCHOR, NEWICONCRETE FOOTING 24"xl f- 3 14 t h -' #14'HEXSHD!,TEK;SCREW7 YDIA x13 LONG-1HILTIIKEVIZ; SSIEXPANSIONIANCHOR j s II Q ' • �D NI FILLGAPWITRI I M, WWW:Rai'111er cof11' ' Original desrgnl concepts') area protected' under' Federal) ^ooydghtl L'awsl andl a'8I the property) oil Rainier, I dusfnes:,LtI!, Nil Oesi n ) 1 Airy ,reprod'uctiOnt of; thi l g lconcept without written] consent isl expressly/ forbidden. % Si AWNING)RAFTER' Q} • 4 2aX18 "W� 4 #4, (� EA. WAY 181, E3 i? _ QUICK DRY'CEMENT 1111' VS � rn. .� � �� --. .y(�rti A.0 .O" Cr a g g W 3 ... S .p.IT. y r�Q N A L A, t - � - — 111F 2Ic2 �Q, 4 i �., � Q �I �; ^ �.., - � ., I l • ( Ill,l l,lilll,ll!Ill�1.111111111111IN li_111111111111111� 1111ll - •Il11, lIi l aa , - 'I H 4 a _I N IS01901:2000REGISTEREDI IS0114001 EMS- REGISTERE D} "DIA. x3" LONG'HILTIKB =Z SS EXPANSIONIANCHOR, �, 4' .1 d a • • . • 4 , � d} , ' _ GOODWILL 11174ANDOVERPARKVVAYV�11 , � A 1( - 1110/11100561881 Re`visionsL_ V 011.6161 , „ STT RUC TURAC©iNLY l EXPIRES C5 /4_5J12'J a �� Description., STAN CHLONITO WALIATTACHMENT _ . _ . , ( ter lotion: STANCH JONITO GROUND ATTACHMENT , „ UPPER; _ , �, �� _� Description, UPPER;ATiTP,CHMENTi DETAIL, Q,TY:�� 41 rr) _ r r.; Scale:, 3,1 =1 1 -01 ,� - 1+1'EDI�R I Mat'erial�: Vx3P Q; �,: 4 *ale:; 31'' =1' -0” � Material: 37 STEEL, QTY -� Scale 6'' =� 11' 0 "' M'at'eri'al M ISC� a ��hLl��. .- g' 1.01Z = EXISTINGCO(yCRETEiWALU y DIA�,z 3 LONGIHIL�K6' --TZ SSIEXPANSIORANCROR! SINGLE'HOMS)TjEEL,ZBRACKET' (, 14I @)EVERKOFTIERI,B070MIB'AR #14 HEX 1D! ' WALL PLATE; CODE �aG APP;OVED' FEB C' I 1i CRY o`Tukv BUtLDI� .J _ 316 '' yy,, QUANTIT , (4) DIVISION ii'a t TEK SCREW AWNING FRAME % TOSTANCHIONIBEAM EVERW12 " "' DURING INSTALL m 12;TYP' AWNINGFRAME,2 "'x'2; �J ;,,� ,( --, I � WILLARD) PARK Sales PersoN (1, WEDS €? AW;N11VG1 R? "TYP' = QIIIIII,II,lIII llll1IIIllll1 III ! Ill 1IIII1 III II,I III II,II,lllllI.l p`e1111�1 O , �� / g "� � S' - ' �- I TEiSCREV!1) ! - 9" i ' 4 = — " ' All 4 ffinmrnr L ti X Q g1 "' ATTACH MENIT' DETAILS ), RIIWork,OrderlNUmber,' 16'111951 1� �1 Q . AWNINGIFRANETUING RECEIVED _ c,h°1 1 \ STEEL STANCHION ' 37'x,3' BOTTOM PLATE Drawing Tide) QUANTITY (4) COL LEE NH I Drawn By, TSMi'0111ca[620110 �, iii.r, J'ANI 21 201,2), ?ERMIT'CENTER_ Checked.By)t /Datet 0 2F' R/1' 71 0, ii J IssuelDate7,By) M H4 [_, OBB17' e Description: WATERJET CUT PLATES Descri'pti'on:, FRAME', TO STANCHION! ATTACHMENT CI Description: COINER' ATTACHMENIT ©ETAI_L, D"' QTY. 4 Scale: 3 =1. -0 " Material THK STEEL :4 "' C QTY °4 Scale:3�'� =11r -0" Material:;MISC' r QTY: - Scale :6' " = 111'' =0" M'at'erial:;MISC 1 P5. ;�0� File, Name: P:\ DTS \DEVELOPMENT\GoodwillITukwila \161195 - WedgelAwning \ Drawing \161195 - GoodwillITukwila'.dwg, Sheet Number 111 RIMER% LE rem! STRUCTURAL CALCULATIONS PROJECT NAME: Goodwill Canopy PROJECT ADDRESS: 1174 Andover Parkway W, Tukwila, WA 98188 PROJECT NO: 12015 CLIENT: Colleen Halpenny COMPANY: Rainier Industries 18375 Olympic Ave. S. Tukwila, WA 98188 DATE: January 24, 2012 • 01/24/2012 REVIEWED FOR CODE pOMPLIANCE ROVED FEB 0 8 2012 BUILp �Gr� lla DIVISION RECEWED JAN 2 7 2012 PERMIT CENTER HW Engineering License and Non Disclosure and Reproduction IMPORTANT NOTICE TO BUILDING AND SAFETY PERSONNEL - The enclosed calculations and hard copy prints ( "Enclosed') are copyright protected by HW Engineering. It is understood that while the Enclosed may be required for verification of structural design and approval, it is not necessary for the manufacture or construction of the structure or its components. It is the express wish of HW Engineering that these proprietary calculations not be returned or redistributed to anyone other than the copyrighted owner as referenced in the ownership paragraph below and that any unnecessary submitted copies be returned or destroyed. Ownership: This document and the Enclosed are copyrighted by HW Engineering, 10530 Hope Mills Drive. Las Vegas, NV 89135. All rights reserved. This is not a sale or transference; all right, title and interest in the Document (in both electronic file and hard copy) belong to HW Engineering. REV DATE BY DESCRIPTION A A A A A Project #12015 10530 Hope Mills Drive, Las Vegas, Nevada 89135 Phone: 702.202.0061 Fax: 702.221.9962 www.hwengineeringusa.com 1 of44 Basis for Design 1.1 BUILDING CODE: 2009 International Building Code 1.2 GRAVITY DESIGN: ROOF LOADING DEAD LOAD (PSF) Frame self weight plus 2psf LIVE LOAD (PSF) 20 SNOW LOAD (PSF) 25 (minimum) 1.3 LATERAL DESIGN: WIND LOADING Basic Wind Speed (3s — Gust) 85 Importance Factor 1.0 Exposure Category C SEISMIC LOADING Due to light weight, seismic force should not control design. Ss, S1 Sds, Sd l ap, Rp 1.398, 0.478 0.932, 0.319 1.0, 2.5 01/24/2012 2.1 STRUCTURAL STEEL: SHAPE STANDARD F (u.n.o.) Standard rolled sections ASTM A992 50 ksi Misc. bars, plates and other shapes ASTM A36 36 ksi Structural Steel Tubes and pipes ASTM A500 Gr.B 46 ksi Cold formed steel tubes, studs, etc. ASTM A653 50 ksi High strength bolts ASTM A325X All other types of bolts and rods ASTM A307 Welds E -70XX series 2.2 ALUMINUM DESIGN: Extruded 6061 -T6 with minimum yield stress equal to 35 ksi. ER4043 electrodes /rods shall be used for all aluminum to aluminum welds. 3.1 FASTENERS: As notes. 4.1 INSPECTION, SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION: AS REQUIRED BY THE GOVERNING MUNICIPALITY. Project #12015 2 of 44 Awning #1 dimension Awning #2 dimension Awning #3 dimension Design Loads for Awning h1 = 4 in h2 = 4 in h3 = 4 in h11 = 4ft h22 = 4ft h33 = 4ft LI = 12ft L2 = 12ft L3 = 12ft BI = 12ft B2 = 12ft B3 = 12ft 01/24/2012 H1 = 11 ft + 6.25 in H2 = 10ft +4.25in H3= 9ft +2in Design Dead Loads Framing and roof panel self weight. Framing weight will be included in to computer model automatically. Add 2 psf for roof panel, clip, etc. weight. DL = 2psf Design Live Loads LL = 20psf Design Wind Loads Wind parameters: 85 mph wind speed, exposure category C. Wind loads are based on ASCE 7 -05 MWFRS for open buildings with Mono slope free roofs (Figures 6-18A & 6-18D) and slope is around 17 degree. 1 = 1.0 Table 6 -1 kd = 0.85 Table 6-4 k„ = 1.0 Section 6.5.7.2 qt, = 0.00256 kh k, kd V` I Equation 6-15 V = 85 mph Figure 6-1 kh = 0.85 G = 0.85 qh = 13.363 psf Calculated velocity pressure Pm;,, = 10 psf Minimum Wind Pressure Table 6 -3 Section 6.5.8 Wind direction -y = Odeg This case does not apply because existing building is behind the canopy. Wind direction -y = 180deg Obstructed wind flow, roof angle 17 deg. CWA = 0.47 PWA = qh G CWA PWA = 5.34 psf Case A Windward CLA = —1.03 PLA = qh G CLA PI,A = —11.7 psf Case A Leeward Cw,B = 1.27 PWB = qh G CWB Pw,B = 14.43 psf Case 8 Windward CLB = —0.08 PLB = qh G CLB PLB = —0.91 psf Case 8 Leeward Wind direction -y = 90deg Obstructed wind flow CNA = —1.2 PNA1 = qh 0 CNA PNA1 = — 13.63psf Case A Parallel CNB = 0.5 PNB1 = qh G CNB PNB1 = 5.68psf Case 8 Parallel Design Snow Load Ground snow load pg = 20 psf 1 = 1.0 Ce = 0.9 Ct = 1.2 Cs = 1.0 Pf = 0.7 Ce C, I pg pf= 15.12psf ps = Cspf Ps = 15.12psf Project #12015 3 of 44 01/24/2012 snow load (sloped roof snow load) Snow = max(25psf ,C, pr) Snow = 25 psf Design Seismic Loads Structural components Design per ASCE7 -05. Ip = 1.0 SDS = 0.932 ap = 1.0 RP = 2.5 Framing and roof panel total weight will be no more than 3 psf Worst case weight for Awning DL = 3 psf Seismic force FP1 = 0.4apSDSDLIp R (1 + 2 hl z ` J Fp2 = 1.6 SDS Ip DL FP3 = 0.3 SDS Ip DL Fp = 0.7 max(min(Fpi,Fp2), Fp3) Total seismic load for typical awning Seismic = Fp Seismic = 0.587 psf Fp2 = 4.474 psf FP3 = 0.84 psf FP = 0.59 psf worst case Fp1 = 0.56 psf maximum force minimum force Design seismic force at Allowable stress level. Wind govems design. Seismic load is insignificant due to light weight of the structure. Project #12015 4 of 44 01/24/2012 Seismic Data Conterminous 48 States 2005 NEHRP Seismic Design Provisions Latitude = 47.443247 Longitude = - 122.25449900000001 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.398 (Ss, Site Class B) 1.0 0.478 (S I, Site Class B) Spectral Response Accelerations SMs and SM 1 SMs =Fax Ss andSMl =FvxS1 Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa (sec) (g) 0.2 1.398 (SMs, Site Class B) 1.0 0.478 (SM1, Site Class B) Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2/3 x SM 1 Site Class B - Fa = 1.0 ,Fv = 1.0 Period Sa (sec) (g) 0.2 0.932 (SDs, Site Class B) 1.0 0.319 (SDI, Site Class B) Project #12015 5 of 44 01/24/2012 Design Summary The analysis and design of those awnings included herein were performed with the use of a 3D frame analysis and computer design program — SAP2000. It is a structural analysis program developed by Computers and Structures, Inc. Detailed information about the software can be found at the Computers and Structures, Inc website. Awning anchorage and connections were checked by hand calculation. Increased load on the existing building/structure due to proposed awning is out of scope, therefore the existing building/structure was assumed to be sufficient to support the proposed awning. 1. FRAME GEOMETRY The geometry for the frame was based on a centerline interpretation of the Awning. These centerline computer models were developed from client drawings and compiled to create a best simplified model for analysis. 2. EXTERNALLY APPLIED LOADS Loads for this structure have been conservatively determined by referencing the current governing building code and latest ASCE 7 Standards and Provisions. Design dead load was based on structure self weight plus an additional 2 psf for the roof panel covering. Live load was based on 20 psf per IBC requirement. According to IBC requirements, seismic load should not be an issue for the awning due to the small dead load of the frame as components to the existing building. Therefore, wind load will control the structure's lateral design (see design load calculation). 3. ANALYSIS FOR MEMBER FORCES The awning will be constructed of aluminum tubes and steel tubes . Please refer to shop drawings for detailed member sizes and location. From computer structural analysis, all framing members were designed based on the above mentioned design loads. Steel Design AISC360 and Aluminum Design 2005 ASD design specifications were used to check the structural capacities of these members based on the specified yield stress. Framing members were designed by the computer program. All framing members and deflections were checked to meet code requirements. Member design ratios (demand/capacity) were less than 1.0. Connections were checked by hand calculation based on worst case structural analysis output reactions. Project #12015 6 of 44 SAP2000 SAP2Q6161ecttiiodwill Canopy - 3 -D View - Ib, ft, F Units FRAME SECTION 1 /M/0'2 Y42 46 7 of 44 by IC 9 'IEgK'I �Wrd2i3 S4iufl d ' '41- Mein a -c - Adoue3 ivmpoetvaoY3.2 ZdVS 0:Z Q ,;$/ / 000zdvs SAP2000 12 SAP20061ecaileogipodwill Canopy - 3-D View - lb, ft, F Units JOINT LABEL 1 /2)3/4Y22V41 :18 9 of 44 SAP2000 0% \' 0 $ 009`')• J�00\ o 9x9 0 \ +�7�• 6.0 \�be' : e 0 es' �'Sce. � Dcj _ 1 4 N �y B J' 0) R D ®4 \4 0 92' /♦, 0.0 m 07m• 006.,m �81� $ .P079_ p\ ' 0� 002i� .B KZ `a :1•114:-;.11' ..n s \b ° m B ads 0 °x � >, 7c:-: a�� "ts•m 1°�• 9. B e 6. p� 0 /� •�0 •m e B • 0 0 m 0,,, +' maJ 3A 2s9 B •�, ��b La' a 9 �1 W . 00Z, B a 0ib a t ,q4 .0 �B • • 0.00 0.50 • 0.70 A P -M RATIO ALUMINUM MEMBER 0.90 1.00 1 /2■W$t2P1?38:04 SAP2Q4)6jecF aeodwill Canopy - Aluminum P -M Interaction Ratios (AA -ASD) - Ib, ft, F Units 10of44 SAP2000 0.00 0.50 0.70 P -M RATIO STEEL MEMBER 0.90 1.00 1 /21#/$f2P'1?3920 SAP2049jecFA 6eodwill Canopy - Steel P -M Interaction Ratios (AISC -ASD) - Ib, ft, F Units 11 of 44 01/24/2012 Table: Material Properties 03a - Steel Data, Part 1 of 2 Material Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard SMax Text KIp /n2. KipRn2 Kip/In2K Kip/in2 Text Text - Unitless Unitless A500GrB46 46.000 58.000 50.600 63.800 Simple Kinematic 0.018000 0.120000 Material SRup Text Unitless A500GrB46 0.180000 Table: Material Properties 03c - Aluminum Data Material AlumType Alloy Fey Fty Ftu Feu SSHysTypo Text Text Text Klplin2 Kiplin2 Kip /n2 Kip /in2 Text _ 6061T6 Wrought 6061 -T6 35.000 35.000 38.000 24.000 Kinematic Table: Frame Section Properties 01 - General SectionName Material Shape t3 t2 tf tw Text Text Text in In In in 1X1 6061T6 Box/Tube 1.0000 1.0000 0.1100 0.1100 1X2 6061T6 Box/Tube 2.0000 1.0000 0.1250 0.1250 2X2 6061T6 Box/Tube 2.0000 2.0000 0.1250 0.1250 3X3 A500GrB46 Box/Tube 3.0000 3.0000 0.1250 0.1250 SectionName Area TorsConst 133 122 AS2 AS3 S33 Text 1n2 In4 ln4 In4 1n2 1n2 Ina 1X1 0.39 7.755E -02 5.249E -02 5.249E -02 0.22 0.22 0.10 1X2 0.69 0.24 0.33 0.11 0.50 0.25 0.33 2X2 0.94 0.82 0.55 0.55 0.50 0.50 0.55 3X3 1.44 2.97 1.98 1.98 0.75 0.75 1.32 SectionName 822 Z33 Z22 R33 R22 ConcCol ConcBeam Text in3 In3 in3 In in Yes/No Yes/No 1X1 0.10 0.13 0.13 0.3661 0.3661 No No 1X2 0.21 0.43 0.25 0.6946 0.3911 No No 2X2 0.55 0.66 0.66 0.7672 0.7672 No No 3X3 1.32 1.55 1.55 1.1748 1.1748 No No SecdonName Color TotalWt TotalMass FromFlle AMod A2Mod A3Mod Text Text Kip Kip -s2/in Yes /No Unitless Unitless Unitless 1X1 Blue 0.356 9.236E -04 No 1.000000 1.000000 1.000000 1X2 4194432 0.029 7.544E -05 No 1.000000 1.000000 1.000000 2X2 4227327 0.159 4.115E -04 No 1.000000 1.000000 1.000000 3X3 8404992 0.629 0.0016 No 1.000000 1.000000 1.000000 Project #12015 12 of 44 01/24/2012 SectionName JMod I2Mod I3Mod MMod WMod GUID Text tininess Unitless Unitless Unitless Unitless Text 1 X 1 1.000000 1.000000 1.000000 1.000000 1.000000 1X2 1.000000 1.000000 1.000000 1.000000 1.000000 2X2 1.000000 1.000000 1.000000 1.000000 1.000000 3X3 1.000000 1.000000 1.000000 1.000000 1.000000 Table: Load Case Definitions LoadCase DesignType SeifWtMult AutoLoad GUID Notes Text Text Unit less Text Text Text DEAD DEAD 1.000000 LL LIVE 0.000000 SNOW SNOW 0.000000 WIND -180A WIND 0.000000 None WIND -180B WIND 0.000000 None WIND -90A WIND 0.000000 None WIND -90B WIND 0.000000 None WIND -10 WIND 0.000000 None Table: Combination Definitions ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign Text Text Yes/No Text Text Unitless Yes/No DL +SN Linear Add No Linear Static DEAD 1.000000 Yes DL +SN Linear Static SNOW 1.000000 DL +LL Linear Add No Linear Static DEAD 1.000000 Yes DL +LL Linear Static LL 1.000000 DL +W -180A Linear Add No Linear Static DEAD 1.000000 Yes DL +W -180A Linear Static WIND -180A 1.000000 DL +W -180B Linear Add No Linear Static DEAD 1.000000 Yes DL +W -1808 Linear Static WIND -180B 1.000000 DL +W -90A Linear Add No Linear Static DEAD 1.000000 Yes DL +W -90A Linear Static WIND -90A 1.000000 DL +W -90B Linear Add No Linear Static DEAD 1.000000 Yes DL +W -90B Linear Static WIND -90B 1.000000 DL +0.75(SN +W -180A) Linear Add No Linear Static DEAD 1.000000 Yes DL +0.75(SN +W -180A) Linear Static SNOW 0.750000 DL +0.75(SN +W -180A) Linear Static WIND -180A 0.750000 DL +0.75(SN +W -180B) Linear Add No Linear Static DEAD 1.000000 Yes DL +0.75(SN +W -18OB) Linear Static SNOW 0.750000 DL +0.75(SN +W -180B) Linear Static WIND -180B 0.750000 DL +0.75(SN +W -90A) Linear Add No Linear Static DEAD 1.000000 Yes DL +0.75(SN +W -90A) Linear Static SNOW 0.750000 DL +0.75(SN +W -90A) Linear Static WIND -90A 0.750000 DL +0.75(SN +W 90B) Linear Add No Linear Static DEAD 1.000000 Yes DL +0.75(SN +W 90B) Linear Static SNOW 0.750000 DL +0.75(SN +W_90B) Linear Static WIND -908 0.750000 0.6DL +W -90A Linear Add No Linear Static DEAD 0.600000 Yes 0.6DL +W -90A Linear Static WIND -90A 1.000000 0.6DL +W -90B Linear Add No Linear Static DEAD 0.600000 Yes 0.6DL +W -90B Linear Static WIND -90B 1.000000 0.6DL +W -180A Linear Add No Linear Static DEAD 0.600000 Yes Project #12015 13 of 44 01/24/2012 ComboName ComboType AutoDesign CaseType CaseName SeataFactor SteelDesign Text Text Yes/No Teti Text Unitless Yes/No 0.6DL +W -180A Linear Static WIND -180A 1.000000 0.6DL +W -180B Linear Add No Linear Static DEAD 0.600000 Yes 0.6DL +W -180B Linear Static WIND -180B 1.000000 DL +W -10 Linear Add No Linear Static DEAD 1.000000 Yes DL +W -10 Linear Static WIND -10 1.000000 DL +0.75(SN +W -10) Linear Add No Linear Static DEAD 1.000000 Yes DL +0.75(SN +W -10) Linear Static SNOW 0.750000 DL +0.75(SN +W -10) Linear Static WIND -10 0.750000 ComboName CaseName ConcDeslgn Alumbesign ColdDesign GUID Text Text Yes/No Yes/No Yes/No = Text DL +SN DEAD No Yes No DL +SN SNOW DL +LL DEAD No Yes No DL +LL LL DL +W -180A DEAD No Yes No DL +W -180A WIND -180A DL +W -180B DEAD No Yes No DL +W -180B WIND -1808 DL +W -90A DEAD No Yes No DL +W -90A WIND -90A DL +W -90B DEAD No Yes No DL +W -90B WIND -90B DL +0.75(SN +W -180A) DEAD No Yes No DL +0.75(SN +W -180A) SNOW DL +0.75(SN +W -180A) WIND -180A DL +0.75(SN +W -1808) DEAD No Yes No DL +0.75(SN +W -1808) SNOW DL +0.75(SN +W -180B) WIND -180B DL +0.75(SN +W -90A) DEAD No Yes No DL +0.75(SN +W -90A) SNOW DL +0.75(SN +W -90A) WIND -90A DL +0.75(SN +W 90B) DEAD No Yes No DL +0.75(SN +W 90B) SNOW DL +0.75(SN +W 90B) WIND -90B 0.6DL +W -90A DEAD No Yes No 0.6DL +W -90A WIND -90A 0.6DL +W -90B DEAD No Yes No 0.6DL +W -90B WIND -90B 0.6DL +W -180A DEAD No Yes No 0.6DL +W -180A WIND -180A 0.6DL +W -180B DEAD No Yes No 0.6DL +W -1808 WIND -180B DL +W -10 DEAD No Yes No DL +W -10 WIND -10 DL +0.75(SN +W -10) DEAD No Yes No DL +0.75(SN +W -10) SNOW DL +0.75(SN +W -10) WIND -10 Project #12015 14 of 44 01/24/2012 Table: Frame Loads - Distributed Frame LoadCase CoordSys Type Dir DlstType ReIDjstA RelDistB FOverLA FOverLB Text Text Tent Text Text Text Unitless Unitiess Lb/ft ,Lb/ft 7 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -30.00 -30.00 7 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -30.00 -30.00 7 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -30.00 -30.00 7 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -30.00 -30.00 7 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -6.41 -6.41 7 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -6.41 -6.41 7 WIND -180A Local Force 2 RelDist 0.5000 0.7500 14.04 14.04 7 WIND -180A Local Force 2 RelDist 0.7500 1.0000 14.04 14.04 7 WIND -180A Local Force 3 RelDist 0.0000 0.2500 0.00 -5.85 7 WIND -180A Local Force 3 RelDist 0.2500 0.5000 -5.85 -11.70 7 WIND -180A Local Force 3 RelDist 0.5000 0.7500 -11.70 -17.55 7 WIND -180A Local Force 3 RelDist 0.7500 1.0000 -17.55 -23.40 7 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -17.31 -17.31 7 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -17.31 -17.31 7 WIND -180B Local Force 2 RelDist 0.5000 0.7500 1.09 1.09 7 WIND -180B Local Force 2 RelDist 0.7500 1.0000 1.09 1.09 7 WIND -180B Local Force 3 RelDist 0.0000 0.2500 0.00 -0.46 7 WIND -180B Local Force 3 RelDist 02500 0.5000 -0.46 -0.91 7 WIND -180B Local Force 3 RelDist 0.5000 0.7500 -0.91 -1.37 7 WIND -180B Local Force 3 RelDist 0.7500 1.0000 -1.37 -1.82 7 WIND -90A Local Force 2 RelDist 0.0000 0.2500 16.36 16.36 7 WIND -90A Local Force 2 RelDist 0.2500 0.5000 16.36 16.36 7 WIND -90A Local Force 2 RelDist 0.5000 0.7500 16.36 16.36 7 WIND -90A Local Force 2 RelDist 0.7500 1.0000 16.36 16.36 7 WIND -90A Local Force 3 RelDist 0.0000 0.2500 0.00 -6.82 7 WIND -90A Local Force 3 RelDist 0.2500 0.5000 -6.82 -13.63 7 WIND -90A Local Force 3 RelDist 0.5000 0.7500 -13.63 -20.45 7 WIND -90A Local Force 3 RelDist 0.7500 1.0000 -20.45 -27.26 7 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -6.82 -6.82 7 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -6.82 -6.82 7 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -6.82 -6.82 7 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -6.82 -6.82 7 WIND -90B Local Force 3 RelDist 0.0000 0.2500 0.00 2.84 7 WIND -90B Local Force 3 RelDist 0.2500 0.5000 2.84 5.68 7 WIND -90B Local Force 3 RelDist 0.5000 0.7500 5.68 8.52 7 WIND -90B Local Force 3 RelDist 0.7500 1.0000 8.52 11.36 7 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 12.00 12.00 7 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 24.00 24.00 7 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 2.40 2.40 22 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 22 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 22 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 22 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 22 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 22 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 22 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 22 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 22 WIND -1808 Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 22 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 22 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 22 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 22 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 22 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 Project #12015 15 of 44 01/24/2012 Frame LoadCase CoordSys Type Dir DistType RelDistA ReIDIstB FOverLA FOverLB Text Text Text Text Text Text Unitless Unitless Lbfft Lb/ft 22 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 22 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 22 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 22 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 22 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 22 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 22 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 22 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 22 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 37 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 37 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 37 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 37 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 37 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 37 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 37 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 37 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 37 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 37 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 37 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 37 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 37 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 37 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 37 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 37 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 37 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 37 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 37 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 37 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 37 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24 -00 37 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 37 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 53 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 53 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 53 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 53 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 53 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 53 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 53 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 53 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 53 WIND -1808 Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 53 WIND -1808 Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 53 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 53 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 53 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 53 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 53 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 53 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 53 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 53 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 53 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 53 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 53 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 53 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 53 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 Project #12015 16 of 44 01/24/2012 Frame LoadCase CoordSys Type Dir DIstType ReIDIstA ReIDIstB FOverLA FOverLB Text Text Text Text Text __ Text Unitless Unitless Lb/ft Lb/ft 68 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 68 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 68 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 68 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 68 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 68 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 68 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 68 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 68 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 68 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 68 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 68 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 68 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 68 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 68 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 68 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 68 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 68 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 68 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 68 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 68 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 68 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 68 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 85 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 85 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 85 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 85 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 85 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 85 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 85 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 85 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 85 WIND-180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 85 WIND -1808 Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 85 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 85 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 85 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 85 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 85 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 85 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 85 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 85 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 85 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 85 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 85 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 85 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 85 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 100 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 100 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 - 60.00 -60.00 100 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 100 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 100 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 100 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 100 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 100 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 100 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 Project #12015 17 of 44 01/24/2012 Frame LoadCase CoordSys Type Dir DlstType ReiDIstA ReIDIstB FOverLA FOverLB Text Text Text Text Text __ Text Unittess UnMess Lb/ft Lb/ft 100 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 100 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 100 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 100 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 100 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 100 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 100 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 100 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 100 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 100 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 100 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 100 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 100 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 100 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 115 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 115 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 115 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 115 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 - 60.00 -60.00 115 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 115 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 115 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 115 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 115 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 115 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 115 WIND -1806 Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 115 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 115 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 115 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 115 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 115 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 115 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 115 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 115 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 115 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 115 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 115 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 115 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 131 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 - 60.00 -60.00 131 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 - 60.00 -60.00 131 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 131 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 131 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 131 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 131 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 131 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 131 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 131 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 131 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 131 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 131 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 131 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 131 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 131 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 131 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 131 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 Project #12015 18 of 44 01/24/2012 Frame LeadCase CoordSys Type DIr DlstType RelDIstA Re1DIstB FOverLA FOverLB Text Text Text Text Text Text Unitless Listless Lb/ft Lb/ft 131 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 131 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 131 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 131 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 131 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 146 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 146 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 - 60.00 -60.00 146 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 - 60.00 -60.00 146 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 - 60.00 -60.00 146 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 146 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 146 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 146 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 146 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 146 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 146 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 146 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 146 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 146 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 146 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 146 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 146 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 146 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 146 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 146 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 146 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 146 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 146 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 163 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 163 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 163 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 163 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 163 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 163 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 163 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 163 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 163 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 163 WIND-180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 163 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 163 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 163 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 163 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 163 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 163 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 163 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 163 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 163 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 163 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 163 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 163 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 163 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 178 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 - 60.00 -60.00 178 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 - 60.00 -60.00 178 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 178 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 Project #12015 19 of 44 01/24/2012 Frame LoadCase CoordSys Type Dir DlstType Re1DLstA Re1DIstB FOverLA FOverLB Text Text _ Text Text Text Text Unitless Unitless Lb/ft Lb/ft 178 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 178 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 178 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 178 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 178 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 178 WIND -1808 Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 178 WIND-180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 178 WIND-180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 178 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 178 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 178 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 178 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 178 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 178 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 178 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 178 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 178 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 178 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 178 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 193 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 193 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 193 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 193 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 193 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 193 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 193 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 193 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 193 WIND-180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 193 WIND-180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 193 WIND-180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 193 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 193 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 193 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 193 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 193 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 193 WIND -908 Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 193 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 193 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 193 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 193 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 193 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 193 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 209 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 209 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 209 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 209 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 209 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 209 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 209 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 209 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 209 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 209 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 209 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 209 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 209 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 Project #12015 20 of 44 01/24/2012 Frame LoadCase CoordSys Type Dir DlstType RelDistA RelDiste FOverLA FOverLB Text Text Text Text Text Text Unitless Unitless Lb/ft Lb/ft 209 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 209 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 209 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 209 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 209 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 209 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 209 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 209 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 209 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 209 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 224 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -60.00 -60.00 224 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -60.00 -60.00 224 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -60.00 -60.00 224 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -60.00 -60.00 224 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -12.81 -12.81 224 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -12.81 -12.81 224 WIND -180A Local Force 2 RelDist 0.5000 0.7500 28.08 28.08 224 WIND -180A Local Force 2 RelDist 0.7500 1.0000 28.08 28.08 224 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -34.62 -34.62 224 WIND -1806 Local Force 2 RelDist 0.2500 0.5000 -34.62 -34.62 224 WIND -180B Local Force 2 RelDist 0.5000 0.7500 2.18 2.18 224 WIND -180B Local Force 2 RelDist 0.7500 1.0000 2.18 2.18 224 WIND -90A Local Force 2 RelDist 0.0000 0.2500 32.71 32.71 224 WIND -90A Local Force 2 RelDist 0.2500 0.5000 32.71 32.71 224 WIND -90A Local Force 2 RelDist 0.5000 0.7500 32.71 32.71 224 WIND -90A Local Force 2 RelDist 0.7500 1.0000 32.71 32.71 224 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -13.63 -13.63 224 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -13.63 -13.63 224 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -13.63 -13.63 224 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -13.63 -13.63 224 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 24.00 24.00 224 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 4.80 4.80 224 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 48.00 48.00 241 SNOW GLOBAL Force Z Proj RelDist 0.0000 0.2500 -30.00 -30.00 241 SNOW GLOBAL Force Z Proj RelDist 0.2500 0.5000 -30.00 -30.00 241 SNOW GLOBAL Force Z Proj RelDist 0.5000 0.7500 -30.00 -30.00 241 SNOW GLOBAL Force Z Proj RelDist 0.7500 1.0000 -30.00 -30.00 241 WIND -180A Local Force 2 RelDist 0.0000 0.2500 -6.41 -6.41 241 WIND -180A Local Force 2 RelDist 0.2500 0.5000 -6.41 -6.41 241 WIND -180A Local Force 2 RelDist 0.5000 0.7500 14.04 14.04 241 WIND -180A Local Force 2 RelDist 0.7500 1.0000 14.04 14.04 241 WIND -180A Local Force 3 RelDist 0.0000 0.2500 0.00 -5.85 241 WIND -180A Local Force 3 RelDist 0.2500 0.5000 -5.85 -11.70 241 WIND -180A Local Force 3 RelDist 0.5000 0.7500 -11.70 -17.55 241 WIND -180A Local Force 3 RelDist 0.7500 1.0000 -17.55 -23.40 241 WIND -180B Local Force 2 RelDist 0.0000 0.2500 -17.31 -17.31 241 WIND -180B Local Force 2 RelDist 0.2500 0.5000 -17.31 -17.31 241 WIND -180B Local Force 2 RelDist 0.5000 0.7500 1.09 1.09 241 WIND -180B Local Force 2 RelDist 0.7500 1.0000 1.09 1.09 241 WIND -180B Local Force 3 RelDist 0.0000 0.2500 0.00 -0.46 241 WIND -180B Local Force 3 RelDist 0.2500 0.5000 -0.46 -0.91 241 WIND -180B Local Force 3 RelDist 0.5000 0.7500 -0.91 -1.37 241 WIND -180B Local Force 3 RelDist 0.7500 1.0000 -1.37 -1.82 241 WIND -90A Local Force 2 RelDist 0.0000 0.2500 16.36 16.36 241 WIND -90A Local Force 2 RelDist 0.2500 0.5000 16.36 16.36 Project #12015 21 of 44 01/24/2012 Frame LoadCase CoordSys Type Dir DistType ReiDistA RelDistB FOverLA FOverLB Text Text Text Text Text Text Unitless Unitless Lb/ft Lb/ft 241 WIND -90A Local Force 2 RelDist 0.5000 0.7500 16.36 16.36 241 WIND -90A Local Force 2 RelDist 0.7500 1.0000 16.36 16.36 241 WIND -90A Local Force 3 RelDist 0.0000 0.2500 0.00 -6.82 241 WIND -90A Local Force 3 RelDist 0.2500 0.5000 -6.82 -13.63 241 WIND -90A Local Force 3 RelDist 0.5000 0.7500 -13.63 -20.45 241 WIND -90A Local Force 3 RelDist 0.7500 1.0000 -20.45 -27.26 241 WIND -90B Local Force 2 RelDist 0.0000 0.2500 -6.82 -6.82 241 WIND -90B Local Force 2 RelDist 0.2500 0.5000 -6.82 -6.82 241 WIND -90B Local Force 2 RelDist 0.5000 0.7500 -6.82 -6.82 241 WIND -90B Local Force 2 RelDist 0.7500 1.0000 -6.82 -6.82 241 WIND -90B Local Force 3 RelDist 0.0000 0.2500 0.00 2.84 241 WIND -90B Local Force 3 RelDist 0.2500 0.5000 2.84 5.68 241 WIND -90B Local Force 3 RelDist 0.5000 0.7500 5.68 8.52 241 WIND -90B Local Force 3 RelDist 0.7500 1.0000 8.52 11.36 241 WIND -180A Local Force 3 RelDist 0.0000 1.0000 0.00 46.80 241 WIND -90A Local Force 3 RelDist 0.0000 1.0000 0.00 27.26 241 WIND -90A Local Force 3 RelDist 0.0000 1.0000 0.00 27.26 241 WIND -90B Local Force 3 RelDist 0.0000 1.0000 0.00 -22.72 241 WIND -10 GLOBAL Force Y RelDist 0.0000 1.0000 12.00 12.00 241 LL GLOBAL Force Gravity RelDist 0.0000 1.0000 24.00 24.00 241 DEAD GLOBAL Force Gravity RelDist 0.0000 1.0000 2.40 2.40 3 WIND -180A Local Force 3 RelDist 0.5424 0.6949 -5.85 -11.70 3 WIND -180A Local Force 3 RelDist 0.6949 0.8475 -11.70 -17.55 3 WIND -180A Local Force 3 RelDist 0.8475 1.0000 -17.55 -23.40 3 WIND -180A Local Force 3 RelDist 0.3898 0.5424 0.00 -5.85 3 WIND -180B Local Force 3 RelDist 0.5424 0.6949 -0.46 -0.91 3 WIND -180B Local Force 3 RelDist 0.6949 0.8475 -0.91 -1.37 3 WIND -180B Local Force 3 RelDist 0.8475 1.0000 -1.37 -1.82 3 WIND -180B Local Force 3 RelDist 0.3898 0.5424 0.00 -0.46 3 WIND -90A Local Force 3 RelDist 0.5424 0.6949 -6.82 -13.63 3 WIND -90A Local Force 3 RelDist 0.6949 0.8475 -13.63 -20.45 3 WIND -90A Local Force 3 RelDist 0.8475 1.0000 -20.45 -27.26 3 WIND -90A Local Force 3 RelDist 0.3898 0.5424 0.00 -6.82 3 WIND -90B Local Force 3 RelDist 0.5424 0.6949 2.84 5.68 3 WIND -90B Local Force 3 RelDist 0.6949 0.8475 5.68 8.52 3 WIND -90B Local Force 3 RelDist 0.8475 1.0000 8.52 11.36 3 WIND -90B Local Force 3 RelDist 0.3898 0.5424 0.00 2.84 Table: Preferences - Aluminum Design - AA -ASD THDesign FrameType SRatioLimit Maxiter LetFact UseLatFact Bridge Text Text Unitless Unitless Unitless Yes/No Y es/No Envelopes Moment Frame 1.000000 1 1.333333 No No Table: Aluminum Design 1 - Summary Data - AA -ASD Frame DesignSect DesignType Status Ratio RatioType Combo Text Text Text Text Unitless Text Text 11 1X1 Column No Messages 0.059300 PMM DL +SN 26 1X1 Column No Messages 0.100205 PMM DL +SN 41 1X1 Column No Messages 0.102993 PMM DL +SN Project #12015 22 of 44 01/24/2012 Frame DesignSect DesignType Status Ratio RatloType Combo Text Text Teti Text Unitless Text Text 57 1X1 Column No Messages 0.103253 PMM DL +SN 72 1X1 Column No Messages 0.103280 PMM DL +SN 89 1X1 Column No Messages 0.103520 PMM DL +SN 104 1X1 Column No Messages 0.103297 PMM DL +SN 119 1X1 Column No Messages 0.103246 PMM DL +SN 135 1X1 Column No Messages 0.103235 PMM DL +SN 150 1X1 Column No Messages 0.103329 PMM DL +SN 167 1X1 Column No Messages 0.103665 PMM DL +SN 182 1X1 Column No Messages 0.103296 PMM DL +SN 197 1X1 Column No Messages 0.103262 PMM DL +SN 213 1X1 Column No Messages 0.103006 PMM DL +SN 228 1X1 Column No Messages 0.100276 PMM DL +SN 245 1X1 Column No Messages 0.060056 PMM DL +SN 7 1X1 Brace No Messages 0.282257 PMM DL +0.75(SN +W 90B) 9 1X1 Column No Messages 0.282659 PMM DL +SN 6 1X1 Column No Messages 0.047954 PMM DL +0.75(SN +W -180B) 4 1X1 Column No Messages 0.119137 PMM DL +0.75(SN +W -180B) 243 1X1 Column No Messages 0.284702 PMM DL +SN 240 1X1 Column No Messages 0.054355 PMM DL +0.75(SN +W -180B) 237 1X1 Column No Messages 0.128427 PMM DL +0.75(SN +W -180B) 51 2X2 Beam No Messages 0.254206 PMM DL +0.75(SN +W -180B) 66 2X2 Beam No Messages 0.241960 PMM DL+0.75(SN+W-180B) 129 2X2 Beam No Messages 0.253479 PMM DL +0.75(SN +W -180B) 144 2X2 Beam No Messages 0.240239 PMM DL +0.75(SN +W -180B) 207 2X2 Beam No Messages 0.255186 PMM DL +0.75(SN +W -180B) 222 2X2 Beam No Messages 0.231910 PMM DL +0.75(SN +W -180B) 22 1X1 Brace No Messages 0.462109 PMM DL +SN 37 1X1 Brace No Messages 0.477796 PMM DL +SN 53 1X1 Brace No Messages 0.477118 PMM DL +SN 68 1X1 Brace No Messages 0.468432 PMM DL +SN 85 1X1 Brace No Messages 0.484963 PMM DL +SN 100 1X1 Brace No Messages 0.468555 PMM DL +SN 115 1X1 Brace No Messages 0.476660 PMM DL +SN 131 1X1 Brace No Messages 0.476765 PMM DL +SN 146 1X1 Brace No Messages 0.466886 PMM DL +SN 163 1X1 Brace No Messages 0.480420 PMM DL +SN 178 1X1 Brace No Messages 0.467006 PMM DL +SN 193 1X1 Brace No Messages 0.477247 PMM DL +SN 209 1X1 Brace No Messages 0.478328 PMM DL +SN 224 1X1 Brace No Messages 0.459907 PMM DL +SN 15 1X1 Beam No Messages 0.035967 PMM DL +W -90A 30 1X1 Beam No Messages 0.034243 PMM DL +W -90A 46 1X1 Beam No Messages 0.033442 PMM DL +W -90A 61 1X1 Beam No Messages 0.032679 PMM DL +W -90A 76 1X1 Beam No Messages 0.031253 PMM 0.6DL +W -90A 93 1X1 Beam No Messages 0.034578 PMM DL +W -90A 108 1X1 Beam No Messages 0.033036 PMM DL +W -90A 124 1X1 Beam No Messages 0.033160 PMM DL +W -90A 139 1X1 Beam No Messages 0.032303 PMM DL +W -90A 154 1X1 Beam No Messages 0.031015 PMM 0.6DL +W -90A 171 1X1 Beam No Messages 0.034465 PMM DL +W -90A 186 1X1 Beam No Messages 0.032905 PMM DL +W -90A 202 1X1 Beam No Messages 0.033982 PMM DL +W -90A 217 1X1 Beam No Messages 0.029326 PMM DL +W -90A 232 1X1 Beam No Messages 0.052608 PMM DL +W -90A Project #12015 23 of 44 01/24/2012 Frame DeslgilSeet DesignType Status Ratio RatioType Combo Text Text Text Text Unit less Text Text 14 1X1 Beam No Messages 0.041656 PMM DL +W -90A 29 1X1 Beam No Messages 0.031256 PMM DL +W -90A 45 1X1 Beam No Messages 0.030156 PMM DL +W -90A 60 1X1 Beam No Messages 0.028217 PMM DL +W -90A 75 1X1 Beam No Messages 0.025977 PMM 0.6DL +W -90A 92 1X1 Beam No Messages 0.033590 PMM DL +W -90A 107 1X1 Beam No Messages 0.031552 PMM DL +W -90A 123 1X1 Beam No Messages 0.030624 PMM DL +W -90A 138 1X1 Beam No Messages 0.028775 PMM DL +W -90A 153 1X1 Beam No Messages 0.026551 PMM 0.6DL +W -90A 170 1X1 Beam No Messages 0.034328 PMM DL +W -90A 185 1X1 Beam No Messages 0.032548 PMM DL +W -90A 201 1X1 Beam No Messages 0.031765 PMM DL +W -90A 216 1X1 Beam No Messages 0.031454 PMM DL +W -90A 231 1X1 Beam No Messages 0.043754 PMM DL +0.75(SN +W -180A) 59 1X1 Beam No Messages 0.041263 PMM DL +W -90A 74 1X1 Beam No Messages 0.044400 PMM DL +W -90A 137 1X1 Beam No Messages 0.036949 PMM DL +W -90A 152 1X1 Beam No Messages 0.039438 PMM DL +W -90A 215 1X1 Beam No Messages 0.034365 PMM DL +W -90A 230 1X1 Beam No Messages 0.038853 PMM DL +W -90A 12 1X1 Beam No Messages 0.036352 PMM DL +0.75(SN +W -180B) 27 1X1 Beam No Messages 0.020981 PMM DL +W -90A 43 1X1 Beam No Messages 0.018231 PMM DL +W -90A 58 1X1 Beam No Messages 0.017543 PMM DL +W -90A 73 1X1 Beam No Messages 0.021308 PMM DL +W -90A 90 1X1 Beam No Messages 0.023800 PMM DL +W -90A 105 1X1 Beam No Messages 0.020648 PMM DL +W -90A 121 1X1 Beam No Messages 0.018994 PMM DL +W -90A 136 1X1 Beam No Messages 0.018304 PMM DL +W -90A 151 1X1 Beam No Messages 0.021011 PMM DL +W -90A 168 1X1 Beam No Messages 0.024740 PMM DL +W -90A 183 1X1 Beam No Messages 0.021827 PMM DL +W -90A 199 1X1 Beam No Messages 0.020625 PMM DL +W -90A 214 1X1 Beam No Messages 0.022610 PMM DL +0.75(SN +W -180B) 229 1X1 Beam No Messages 0.044458 PMM DL +0.75(SN +W -180A) 20 2X2 Beam No Messages 0.234614 PMM DL +0.75(SN +W -180B) 35 2X2 Beam No Messages 0.255309 PMM DL +0.75(SN +W -180B) 98 2X2 Beam No Messages 0.241738 PMM DL +0.75(SN +W -180B) 113 2X2 Beam No Messages 0.253569 PMM DL +0.75(SN +W -180B) 176 2X2 Beam No Messages 0.239782 PMM DL +0.75(SN +W -180B) 191 2X2 Beam No Messages 0.253973 PMM DL +0.75(SN +W -180B) 13 1X1 Beam No Messages 0.041135 PMM DL +W -90A 28 1X1 Beam No Messages 0.038966 PMM DL +W -90A 44 1X1 Beam No Messages 0.040171 PMM DL +W -90A 91 1X1 Beam No Messages 0.037700 PMM DL +W -180A 106 1X1 Beam No Messages 0.034460 PMM DL +W -90A 122 1X1 Beam No Messages 0.035755 PMM DL +W -90A 169 1X1 Beam No Messages 0.034345 PMM DL +W -180A 184 1X1 Beam No Messages 0.030609 PMM DL +W -90A 200 1X1 Beam No Messages 0.032069 PMM DL +W -90A 24 1X1 Column No Messages 0.471384 PMM DL +SN 21 1X1 Column No Messages 0.065191 PMM DL +W -180A 18 1X1 Column No Messages 0.124195 PMM DL +0.75(SN +W -180B) 39 1X1 Column No Messages 0.471404 PMM DL +SN Project #12015 24 of 44 01/24/2012 Frame DesignSect DeslgnType Status Ratio RatloType Combo Text Text Text Text Unit less Text Text 36 1X1 Column No Messages 0.065191 PMM DL +W -180A 33 1X1 Column No Messages 0.116984 PMM DL +0.75(SN +W -180B) 55 1X1 Column No Messages 0.470232 PMM DL +SN 52 1X1 Column No Messages 0.065070 PMM DL +W -180A 49 1X1 Column No Messages 0.119740 PMM DL +0.75(SN +W -180B) 70 1X1 Column No Messages 0.471693 PMM DL +SN 67 1X1 Column No Messages 0.063787 PMM DL +W -180A 64 1X1 Column No Messages 0.122691 PMM DL +0.75(SN +W -180B) 87 1X1 Column No Messages 0.470867 PMM DL +SN 84 1X1 Column No Messages 0.066233 PMM DL +W -180A 82 1X1 Column No Messages 0.112244 PMM DL +0.75(SN +W -180B) 102 1X1 Column No Messages 0.471461 PMM DL +SN 99 1X1 Column No Messages 0.065399 PMM DL +W -180A 96 1X1 Column No Messages 0.121451 PMM DL +0.75(SN +W -1808) 117 1X1 Column No Messages 0.470167 PMM DL +SN 114 1X1 Column No Messages 0.064116 PMM DL +W -180A 111 1X1 Column No Messages 0.118214 PMM DL +0.75(SN +W -180B) 133 1X1 Column No Messages 0.470190 PMM DL +SN 130 1X1 Column No Messages 0.064160 PMM DL +W -180A 127 1X1 Column No Messages 0.117444 PMM DL +0.75(SN +W -180B) 148 1X1 Column No Messages 0.471271 PMM DL +SN 145 1X1 Column No Messages 0.063359 PMM DL +W -180A 142 1X1 Column No Messages 0.122050 PMM DL +0.75(SN +W -180B) 165 1X1 Column No Messages 0.470929 PMM DL +SN 162 1X1 Column No Messages 0.066482 PMM DL +W -180A 159 1X1 Column No Messages 0.116900 PMM DL +0.75(SN +W -180B) 180 1X1 Column No Messages 0.472123 PMM DL +SN 177 1X1 Column No Messages 0.065110 PMM DL +W -180A 174 1X1 Column No Messages 0.124836 PMM DL +0.75(SN +W -180B) 195 1X1 Column No Messages 0.470588 PMM DL +SN 192 1X1 Column No Messages 0.064111 PMM DL +W -180A 189 1X1 Column No Messages 0.121000 PMM DL+0.75(SN+W-180B) 211 1X1 Column No Messages 0.471690 PMM DL +SN 208 1X1 Column No Messages 0.064669 PMM DL +W -180A 205 1X1 Column No Messages 0.117729 PMM DL +0.75(SN +W -180B) 226 1X1 Column No Messages 0.471187 PMM DL +SN 223 1X1 Column No Messages 0.064393 PMM DL +W -180A 220 1X1 Column No Messages 0.125881 PMM DL +0.75(SN +W -180B) 10 1X1 Brace No Messages 0.176915 PMM 0.6DL +W -90A 8 1X1 Brace No Messages 0.179956 PMM DL+0.75(SN+W-180B) 5 1X1 Brace No Messages 0.073776 PMM DL+0.75(SN+W-180B) 25 1X1 Brace No Messages 0.374295 PMM 0.6DL +W -90A 23 1X1 Brace No Messages 0.301728 PMM DL+0.75(SN+W-180B) 19 1X1 Brace No Messages 0.132302 PMM 0.6DL +W -90A 40 1X1 Brace No Messages 0.380794 PMM 0.6DL +W -90A 38 1X1 Brace No Messages 0.304131 PMM DL +0.75(SN +W -180B) 34 1X1 Brace No Messages 0.138018 PMM 0.6DL +W -90A 56 1X1 Brace No Messages 0.380402 PMM 0.6DL +W -90A 54 1X1 Brace No Messages 0.303612 PMM DL +0.75(SN +W -180B) 50 1X1 Brace No Messages 0.137176 PMM 0.6DL +W -90A 71 1X1 Brace No Messages 0.377095 PMM 0.6DL +W -90A 69 1X1 Brace No Messages 0.302060 PMM DL +0.75(SN +W -180B) 65 1X1 Brace No Messages 0.133413 PMM 0.6DL +W -90A 88 1X1 Brace No Messages 0.375969 PMM 0.6DL +W -90A 86 1X1 Brace No Messages 0.329001 PMM DL +0.75(SN +W -180B) Project #12015 25 of 44 01/24/2012 Frame DesignSect DeslgnType Status Ratio RatloType Combo Text Text Text Text Untiess Text Text 83 1X1 Brace No Messages 0.135922 PMM 0.6DL +W -90A 103 1X1 Brace No Messages 0.377140 PMM 0.6DL +W -90A 101 1X1 Brace No Messages 0.304891 PMM DL +0.75(SN +W -180B) 97 1X1 Brace No Messages 0.134186 PMM 0.6DL +W -90A 118 1X1 Brace No Messages 0.380463 PMM 0.6DL +W -90A 116 1X1 Brace No Messages 0.304145 PMM DL +0.75(SN +W -180B) 112 1X1 Brace No Messages 0.137555 PMM 0.6DL +W -90A 134 1X1 Brace No Messages 0.380280 PMM 0.6DL +W -90A 132 1X1 Brace No Messages 0.303887 PMM DL +0.75(SN +W -1808) 128 1X1 Brace No Messages 0.137222 PMM 0.6DL +W -90A 149 1X1 Brace No Messages 0.377044 PMM 0.6DL +W -90A 147 1X1 Brace No Messages 0.302287 PMM DL+0.75(SN+W-180B) 143 1X1 Brace No Messages 0.133508 PMM 0.6DL +W -90A 166 1X1 Brace No Messages 0.376452 PMM 0.6DL +W -90A 164 1X1 Brace No Messages 0.335730 PMM DL+0.75(SN+W-180B) 161 1X1 Brace No Messages 0.136739 PMM 0.6DL +W -90A 181 1X1 Brace No Messages 0.377147 PMM 0.6DL +W -90A 179 1X1 Brace No Messages 0.305459 PMM DL +0.75(SN +W -180B) 175 1X1 Brace No Messages 0.134334 PMM 0.6DL +W -90A 196 1X1 Brace No Messages 0.380321 PMM 0.6DL +W -90A 194 1X1 Brace No Messages 0.304584 PMM DL+0.75(SN+W-180B) 190 1X1 Brace No Messages 0.137765 PMM 0.6DL +W -90A 212 1X1 Brace No Messages 0.381604 PMM 0.6DL +W -90A 210 1X1 Brace No Messages 0.304947 PMM DL+0.75(SN+W-180B) 206 1X1 Brace No Messages 0.138094 PMM 0.6DL +W -90A 227 1X1 Brace No Messages 0.367234 PMM 0.6DL +W -90A 225 1X1 Brace No Messages 0.298992 PMM DL+0.75(SN+W-180B) 221 1X1 Brace No Messages 0.130248 PMM 0.6DL +W -90A 244 1X1 Brace No Messages 0.182751 PMM 0.6DL +W -90A 242 1X1 Brace No Messages 0.189565 PMM DL +0.75(SN +W -180B) 239 1X1 Brace No Messages 0.075379 PMM DL +0.75(SN +W -1808) 42 1X2 Beam No Messages 0.055534 PMM DL +0.75(SN +W -1808) 120 1X2 Beam No Messages 0.061564 PMM DL +0.75(SN +W -180B) 198 1X2 Beam No Messages 0.066425 PMM DL +0.75(SN +W -1808) 16 1X1 Beam No Messages 0.054950 PMM DL +W -90A 31 1X1 Beam No Messages 0.026943 PMM DL +W -90A 47 1X1 Beam No Messages 0.028349 PMM DL +W -90A 62 1X1 Beam No Messages 0.026297 PMM DL +W -90A 77 1X1 Beam No Messages 0.035920 PMM DL +W -90A 17 1X1 Beam No Messages 0.081339 PMM 0.6DL +W -90A 32 1X1 Beam No Messages 0.011021 PMM DL +W -90A 48 1X1 Beam No Messages 0.015648 PMM DL +W -90A 63 1X1 Beam No Messages 0.014116 PMM DL +W -90A 78 1X1 Beam No Messages 0.014815 PMM DL +W -90A 94 1X1 Beam No Messages 0.034687 PMM DL +W -90A 109 1X1 Beam No Messages 0.025889 PMM DL +W -90A 125 1X1 Beam No Messages 0.026925 PMM DL +W -90A 140 1X1 Beam No Messages 0.025319 PMM DL +W -90A 155 1X1 Beam No Messages 0.035077 PMM DL +W -90A 95 1X1 Beam No Messages 0.014349 PMM DL +W -90A 110 1X1 Beam No Messages 0.013710 PMM DL +W -90A 126 1X1 Beam No Messages 0.013786 PMM DL +W -90A 141 1X1 Beam No Messages 0.013030 PMM DL +W -90A 156 1X1 Beam No Messages 0.013618 PMM DL +W -90A 172 1X1 Beam No Messages 0.033252 PMM DL +W -90A Project #12015 26 of 44 01/24/2012 Frame DesignSect DesignType Status Ratio RatioType Combo Text Text Text Text Unitless Text Text 187 1X1 Beam No Messages 0.025388 PMM DL +W -90A 203 1X1 Beam No Messages 0.026954 PMM DL +W -90A 218 1X1 Beam No Messages 0.024828 PMM DL +W -90A 233 1X1 Beam No Messages 0.044784 PMM DL +W -90A 173 1X1 Beam No Messages 0.013126 PMM DL +W -90A 188 1X1 Beam No Messages 0.012804 PMM DL +W -90A 204 1X1 Beam No Messages 0.011033 PMM DL +W -90A 219 1X1 Beam No Messages 0.021121 PMM DL +W -90A 234 1X1 Beam No Messages 0.045324 PMM 0.6DL +W -90A 241 1X1 Brace No Messages 0.275393 PMM DL +0.75(SN +W 90B) Table: Preferences - Steel Design - AISC -ASD THDesign FrameType PatLLF SRatioLimit Maxiter SeisCat SetsCode SetsLoad PlugWeld Tent Text Unitless Unitless Unities Text Yes /No Yes/No Yes/No Envelopes OMF 0.750000 0.950000 1 D No No Yes CheckDefl DLRat SDLAndLLRat LLRat TotalRat NetRat Yes/No Unitless Unitless Unitless Unitless Unitless No 120.000000 120.000000 360.000000 240.000000 240.000000 Table: Steel Design 1 - Summary Data - AISC -ASD Frame DeslgnSect DesignType Status Ratio RatioType Combo Text Text Text Text Unitless Text Text 81 3X3 Beam No Messages 0.080542 PMM DL +0.75(SN +W -180B) 160 3X3 Beam No Messages 0.081204 PMM DL +0.75(SN +W -180B) 238 3X3 Beam No Messages 0.050922 PMM DL +0.75(SN +W -180B) 3 3X3 Beam No Messages 0.056998 PMM DL +0.75(SN +W -180A) 1 3X3 Column No Messages 0.006548 PMM DL +0.75(SN +W -180B) 79 3X3 Column No Messages 0.005639 PMM DL +0.75(SN +W -180B) 157 3X3 Column No Messages 0.004803 PMM DL +0.75(SN +W -180B) 235 3X3 Column No Messages 0.003613 PMM DL +0.75(SN +W -180B) 2 3X3 Brace No Messages 0.002326 PMM DL +SN 80 3X3 Brace No Messages 0.002326 PMM DL +LL 158 3X3 Brace No Messages 0.002326 PMM DL +SN 236 3X3 Brace No Messages 0.002326 PMM DL +0.75(SN +W -180B) Table: Joint Displacements Joint OutputCase CaseType U1 U2 U3 R1 R2 R3 Text Text Text in in in Radians Radians Radians 9 DL +SN Combination 0.007568 0.001497 - 0.000231 0.000000 0.000000 0.000000 9 DL +LL Combination 0.006381 0.001338 - 0.000227 0.000000 0.000000 0.000000 9 DL +W -180A Combination - 0.085151 0.000643 - 0.000209 0.000000 0.000000 0.000000 9 DL +W -180B Combination - 0.017398 0.001068 - 0.000218 0.000000 0.000000 0.000000 9 DL +W -90A Combination - 0.104702 - 0.000141 - 0.000192 0.000000 0.000000 0.000000 9 DL +W -90B Combination 0.043624 0.000737 - 0.000210 0.000000 0.000000 0.000000 9 DL +0.75(SN +W -180A) Combination - 0.058184 0.001366 - 0.000228 0.000000 0.000000 0.000000 Project #12015 27 of 44 01/24/2012 Joint OutputCase CaseType U1 U2 U3 RI R2 R3 Text Text Text in in In Radians Radians Radians 9 DL +0.75(SN +W -180B) Combination - 0.007370 0.001685 - 0.000234 0.000000 0.000000 0.000000 9 DL +0.75(SN +W -90A) Combination - 0.072848 0.000778 - 0.000215 0.000000 0.000000 0.000000 9 DL +0.75(SN +W_90B) Combination 0.038397 0.001436 - 0.000228 0.000000 0.000000 0.000000 9 0.6DL +W -90A Combination - 0.104700 - 0.000333 - 0.000110 0.000000 0.000000 0.000000 9 0.6DL +W -90B Combination 0.043626 0.000545 - 0.000128 0.000000 0.000000 0.000000 9 0.6DL +W -180A Combination - 0.085149 0.000452 - 0.000127 0.000000 0.000000 0.000000 9 0.6DL +W -180B Combination - 0.017396 0.000877 - 0.000136 0.000000 0.000000 0.000000 9 DL +W -10 Combination 0.000029 0.000649 - 0.000200 0.000000 0.000000 0.000000 9 DL +0.75(SN +W -10) Combination 0.005700 0.001371 - 0.000221 0.000000 0.000000 0.000000 10 DL +SN Combination 0.000421 0.002383 - 0.000228 0.000000 0.000000 0.000000 10 DL +LL Combination 0.000382 0.002086 - 0.000219 0.000000 0.000000 0.000000 10 DL +W -180A Combination - 0.086134 0.000778 - 0.000181 0.000000 0.000000 0.000000 10 DL +W -180B Combination - 0.020352 0.001588 - 0.000199 0.000000 0.000000 0.000000 10 DL +W -90A Combination - 0.100542 - 0.000700 - 0.000143 0.000000 0.000000 0.000000 10 DL +W -90B Combination 0.042135 0.000983 - 0.000182 0.000000 0.000000 0.000000 10 DL +0.75(SN +W -180A) Combination - 0.064367 0.002127 - 0.000222 0.000000 0.000000 0.000000 10 DL +0.75(SN +W -180B) Combination - 0.015031 0.002734 - 0.000235 0.000000 0.000000 0.000000 10 DL +0.75(SN +W -90A) Combination - 0.075174 0.001018 - 0.000193 0.000000 0.000000 0.000000 10 DL +0.75(SN +W_90B) Combination 0.031834 0.002281 - 0.000222 0.000000 0.000000 0.000000 10 0.6DL +W -90A Combination - 0.100609 - 0.000895 - 0.000075 0.000000 0.000000 0.000000 10 0.6DL +W -90B Combination 0.042068 0.000788 - 0.000113 0.000000 0.000000 0.000000 10 0.6DL +W -180A Combination - 0.086200 0.000583 - 0.000113 0.000000 0.000000 0.000000 10 0.6DL +W -1806 Combination - 0.020419 0.001393 - 0.000131 0.000000 0.000000 0.000000 10 DL +W -10 Combination 0.000157 0.000849 - 0.000160 0.000000 0.000000 0.000000 10 DL +0.75(SN +W -10) Combination 0.000350 0.002180 - 0.000206 0.000000 0.000000 0.000000 11 DL +SN Combination 0.000233 0.002273 - 0.000208 0.000000 0.000000 0.000000 11 DL +LL Combination 0.000218 0.001987 - 0.000197 0.000000 0.000000 0.000000 11 DL +W -180A Combination - 0.085049 0.000727 - 0.000152 0.000000 0.000000 0.000000 11 DL +W -1808 Combination - 0.019883 0.001514 - 0.000173 0.000000 0.000000 0.000000 11 DL +W -90A Combination - 0.099168 - 0.000704 - 0.000107 0.000000 0.000000 0.000000 11 DL +W -90B Combination 0.041524 0.000931 - 0.000153 0.000000 0.000000 0.000000 11 DL +0.75(SN +W -180A) Combination - 0.063682 0.002025 - 0.000200 0.000000 0.000000 0.000000 11 DL +0.75(SN +W -180B) Combination - 0.014808 0.002615 - 0.000216 0.000000 0.000000 0.000000 11 DL +0.75(SN +W -90A) Combination - 0.074271 0.000952 - 0.000166 0.000000 0.000000 0.000000 11 DL +0.75(SN +W 90B) Combination 0.031247 0.002178 - 0.000201 0.000000 0.000000 0.000000 11 0.6DL +W -90A Combination - 0.099224 - 0.000884 - 0.000051 0.000000 0.000000 0.000000 11 0.6DL +W -90B Combination 0.041468 0.000751 - 0.000097 0.000000 0.000000 0.000000 11 0.6DL +W -180A Combination - 0.085104 0.000547 - 0.000096 0.000000 0.000000 0.000000 11 0.6DL +W -180B Combination - 0.019939 0.001334 - 0.000118 0.000000 0.000000 0.000000 11 DL +W -10 Combination 0.000106 0.000821 - 0.000128 0.000000 0.000000 0.000000 11 DL +0.75(SN +W -10) Combination 0.000184 0.002095 - 0.000182 0.000000 0.000000 0.000000 17 DL +SN Combination 1.212E -06 0.001497 - 0.051229 0.000189 0.000983 0.000082 17 DL +LL Combination 0.000018 0.001338 - 0.045833 0.000187 0.000816 0.000069 17 DL +W -180A Combination - 0.069257 0.000643 - 0.022132 0.000183 0.000126 - 0.000173 17 DL +W -180B Combination - 0.016152 0.001068 - 0.034166 0.000178 0.000460 - 0.000014 17 DL +W -90A Combination - 0.080626 - 0.000141 0.000973 0.000179 - 0.000600 - 0.000262 17 DL +W -90B Combination 0.033750 0.000737 - 0.024207 0.000170 0.000134 0.000107 17 DL +0.75(SN +W -180A) Combination - 0.051995 0.001366 - 0.046621 0.000193 0.000873 - 0.000067 17 DL +0.75(SN +W -180B) Combination - 0.012166 0.001685 - 0.055647 0.000189 0.001123 0.000052 17 DL +0.75(SN +W -90A) Combination - 0.060522 0.000778 - 0.029292 0.000189 0.000328 - 0.000134 17 DL +0.75(SN +W 90B) Combination 0.025260 0.001436 - 0.048177 0.000183 0.000879 0.000143 17 0.6DL +W -90A Combination - 0.080669 - 0.000333 0.007693 0.000110 - 0.000568 - 0.000261 17 0.6DL +W -90B Combination 0.033708 0.000545 - 0.017487 0.000101 0.000167 0.000108 Project #12015 28 of 44 01/24/2012 Joint OutputCase CaseType U1 U2 US R1 R2 R3 T ext Text Text In in In Radians Radians Radians 17 0.6DL +W -180A Combination - 0.069300 0.000452 - 0.015412 0.000114 0.000159 - 0.000172 17 0.6DL +W -180B Combination - 0.016194 0.000877 - 0.027447 0.000109 0.000493 - 0.000013 17 DL +W -10 Combination 0.000111 0.000649 - 0.013693 0.000136 - 0.000143 -8.941E-07 17 DL +0.75(SN +W -10) Combination 0.000031 0.001371 - 0.040292 0.000158 0.000671 0.000062 22 DL +SN Combination 0.000127 0.002383 - 0.079937 0.000033 4.420E -06 3.679E -06 22 DL +LL Combination 0.000122 0.002086 - 0.070033 0.000044 3.532E -06 3.243E -06 22 DL +W -180A Combination - 0.069093 0.000778 - 0.027070 0.000109 0.000013 - 0.000213 22 DL +W -1808 Combination - 0.016080 0.001588 - 0.048695 0.000063 - 3.237E -06 - 0.000053 22 DL +W -90A Combination - 0.080528 - 0.000700 0.015348 0.000169 0.000011 - 0.000250 22 DL +W -90B Combination 0.033693 0.000983 - 0.030120 0.000078 -6.321E-06 0.000106 22 DL +0.75(SN +W -180A) Combination - 0.051772 0.002127 - 0.071882 0.000054 0.000013 - 0.000157 22 DL +0.75(SN +W -180B) Combination - 0.012012 0.002734 - 0.088101 0.000020 1.508E -06 - 0.000038 22 DL +0.75(SN +W -90A) Combination - 0.060348 0.001018 - 0.040068 0.000099 0.000012 - 0.000185 22 DL +0.75(SN +W_90B) Combination 0.025317 0.002281 - 0.074170 0.000031 - 8.046E -07 0.000081 22 0.6DL +W -90A Combination - 0.080566 - 0.000895 0.022047 0.000127 0.000011 - 0.000251 22 0.6DL +W -90B Combination 0.033655 0.000788 - 0.023422 0.000036 - 5.824E -06 0.000105 22 0.6DL +W -180A Combination - 0.069131 0.000583 - 0.020371 0.000067 0.000013 - 0.000213 22 0.6DL +W -180B Combination - 0.016118 0.001393 - 0.041996 0.000021 - 2.740E -06 - 0.000054 22 DL +W -10 Combination 0.000088 0.000849 - 0.011297 0.000047 - 1.294E -06 8.629E -07 22 DL +0.75(SN +W -10) Combination 0.000114 0.002180 - 0.060052 7.224E -06 2.966E -06 2.959E -06 27 DL +SN Combination 0.000251 0.002273 - 0.075614 - 0.000139 -9.221E-06 - 2.675E -07 27 DL +LL Combination 0.000225 0.001987 - 0.066153 - 0.000110 - 7.945E -06 - 1.069E -07 27 DL +W -180A Combination - 0.068974 0.000727 - 0.025068 0.000031 8.740E -06 - 0.000236 27 DL +W -180B Combination - 0.016018 0.001514 - 0.045780 - 0.000052 - 0.000011 - 0.000057 27 DL +W -90A Combination - 0.080479 - 0.000704 0.015480 0.000167 0.000016 - 0.000275 27 DL +W -90B Combination 0.033663 0.000931 - 0.028054 - 3.225E -06 - 8.206E -06 0.000116 27 DL +0.75(SN +W -180A) Combination - 0.051587 0.002025 - 0.067887 - 0.000104 1.786E -07 - 0.000178 27 DL +0.75(SN +W -1808) Combination - 0.011870 0.002615 - 0.083421 - 0.000166 - 0.000015 - 0.000043 27 DL +0.75(SN +W -90A) Combination - 0.060215 0.000952 - 0.037476 - 2.393E -06 5.642E -06 - 0.000207 27 DL +0.75(SN +W_90B) Combination 0.025391 0.002178 - 0.070126 - 0.000130 - 0.000013 0.000086 27 0.6DL +W -90A Combination - 0.080514 - 0.000884 0.021579 0.000148 0.000016 - 0.000275 27 0.6DL +W -90B Combination 0.033627 0.000751 - 0.021954 - 0.000022 - 7.774E -06 0.000115 27 0.6DL +W -180A Combination - 0.069010 0.000547 - 0.018968 0.000013 9.171E-06 - 0.000237 27 0.6DL +W -1808 Combination - 0.016053 0.001334 - 0.039680 - 0.000070 - 0.000010 -0.000057 27 DL +W -10 Combination 0.000069 0.000821 - 0.010184 3.071E-06 - 6.869E -07 5.515E -07 27 DL +0.75(SN +W -10) Combination 0.000196 0.002095 - 0.056723 - 0.000125 -6.891 E -06 - 1.658E -07 Table: Joint Reactions Joint OutputCase CaseType Fl F2 F3 Text Text Text Lb Lb Lb 1 DL +SN Combination -6.141E-18 3.469E -15 100.53 1 DL +LL Combination - 8.735E -16 2.602E -15 99.29 1 DL +W -180A Combination 1.040E -14 1.084E -15 93.98 1 DL+W-180B Combination 4.331E -15 1.735E -15 96.54 1 DL +W -90A Combination 1.040E -14 8.674E -16 88.78 1 DL +W -90B Combination - 6.945E -15 1.301E -15 94.18 1 DL +0.75(SN +W -180A) Combination 7.800E -15 2.982E -15 99.59 1 DL +0.75(SN +W -1808) Combination 3.246E -15 3.469E -15 101.51 1 DL +0.75(SN +W -90A) Combination 7.800E -15 2.819E -15 95.69 1 DL +0.75(SN +W 90B) Combination - 5.210E -15 3.144E -15 99.74 1 0.6DL +W -90A Combination 1.040E -14 5.204E -16 51.75 1 0.6DL +W -90B Combination - 6.943E -15 9.541E -16 57.14 1 0.6DL +W -180A Combination 1.040E -14 7.373E -16 56.95 Project #12015 29 of 44 Joint OutputCase CaseType F1 F2 F3 Text Text Text Lb Lb Lb 1 0.6DL +W -1808 Combination 4.333E -15 1.388E -15 59.50 1 DL +W -10 Combination - 2.986E -17 7.589E -16 91.16 1 DL +0.75(SN +W -10) Combination - 2.393E -17 2.738E -15 97.47 2 DL +SN Combination 6.776E -18 0.00 104.78 2 DL +LL Combination - 6.776E -18 - 1.735E -15 101.76 2 DL +W -180A Combination 6.946E -15 - 4.337E -16 89.08 2 DL+W-180B Combination 2.609E -15 - 3.469E -15 95.11 2 DL +W -90A Combination 6.776E -18 1.735E -15 76.45 2 DL +W -90B Combination 3.476E -15 4.337E -16 89.27 2 DL +0.75(SN +W -180A) Combination 5.211E-15 - 3.253E -16 102.65 2 DL +0.75(SN +W -180B) Combination 1.958E -15 - 2.602E -15 107.17 2 DL +0.75(SN +W -90A) Combination 6.776E -18 1.301E-15 93.17 2 DL +0.75(SN +W 90B) Combination 2.609E -15 3.253E -16 102.79 2 0.6DL +W -90A Combination 4.066E -18 1.735E -15 42.25 2 0.6DL +W -90B Combination 3.474E -15 4.337E -16 55.07 2 0.6DL +W -180A Combination 6.943E -15 - 4.337E -16 54.88 2 0.6DL +W -180B Combination 2.606E -15 - 3.469E -15 60.91 2 DL +W -10 Combination 6.353E -18 4.337E -16 82.11 2 DL +0.75(SN +W -10) Combination 6.459E -18 3.253E -16 97.42 3 DL +SN Combination 2.711E-17 -1.561E-14 104.60 3 DL +LL Combination 2.711E -17 - 1.735E -15 100.51 3 DL +W -180A Combination - 2.080E -14 - 2.602E -15 83.32 3 DL +W -180B Combination -1.721E-15 - 5.204E -15 91.55 3 DL +W -90A Combination - 2.774E -14 1.735E -15 66.21 3 DL +W -90B Combination 3.483E -15 - 4.337E -15 83.67 3 DL +0.75(SN +W -180A) Combination - 1.559E -14 - 1.279E -14 101.68 3 DL +0.75(SN +W -180B) Combination - 1.277E -15 - 1.475E -14 107.84 3 DL +0.75(SN +W -90A) Combination - 2.079E -14 -9.541E-15 88.84 3 DL +0.75(SN +W 90B) Combination 2.626E -15 - 1.409E -14 101.93 3 0.6DL +W -90A Combination - 2.775E -14 2.429E -15 34.80 3 0.6DL +W -90B Combination 3.478E -15 - 3.643E -15 52.26 3 0.6DL +W -180A Combination -2.081E-14 - 1.908E -15 51.91 3 0.6DL +W -1808 Combination - 1.727E -15 - 4.510E -15 60.13 3 DL +W -10 Combination 3.388E -18 - 1.735E -15 74.15 3 DL +0.75(SN +W -10) Combination 1.609E -17 - 1.214E -14 94.80 4 DL +SN Combination - 3.473E -15 - 1.735E -15 90.05 4 DL +LL Combination - 1.304E -15 - 8.674E -15 87.09 4 DL +W -180A Combination - 4.164E -14 - 8.674E -16 74.91 4 DL+W-180B Combination - 6.942E -15 1.735E -15 80.57 4 DL +W -90A Combination - 2.776E -14 - 1.735E -15 62.56 4 DL +W -90B Combination 1.387E -14 - 3.469E -15 74.77 4 DL +0.75(SN +W -180A) Combination - 3.383E -14 - 1.084E -15 88.13 4 DL +0.75(SN +W -180B) Combination - 7.810E -15 8.674E -16 92.38 4 DL +0.75(SN +W -90A) Combination - 2.342E -14 - 1.735E -15 78.87 4 DL +0.75(SN +W 90B) Combination 7.803E -15 - 3.036E -15 88.03 4 0.6DL +W -90A Combination - 2.776E -14 - 1.041 E -15 34.09 4 0.6DL +W -90B Combination 1.388E -14 - 2.776E -15 46.30 4 0.6DL +W -180A Combination - 4.164E -14 - 1.735E -16 46.44 4 0.6DL +W -180B Combination -6.941E-15 2.429E -15 52.10 4 DL +W -10 Combination - 2.033E -17 -1.301E-15 68.15 4 DL +0.75(SN +W -10) Combination - 2.618E -15 - 1.409E -15 83.06 81 DL +SN Combination 0.45 - 790.39 -3.39 81 DL +LL Combination 0.39 - 700.52 -2.30 81 DL +W -180A Combination 58.64 - 254.46 -2.42 81 DL +W -180B Combination 5.69 -491.91 -3.49 Project #12015 01/24/2012 30 of 44 01/24/2012 Joint OutputCase CaseType F1 F2 F3 Text Text Text Lb Lb Lb 81 DL +W -90A Combination 68.11 120.98 6.12 81 DL +W -90B Combination -28.32 - 357.90 2.58 81 DL +0.75(SN +W -180A) Combination 44.30 - 675.13 -6.17 81 DL +0.75(SN +W -180B) Combination 4.59 - 853.22 -6.97 81 DL +0.75(SN +W -90A) Combination 51.40 - 393.55 0.24 81 DL +0.75(SN +W 90B) Combination -20.92 - 752.71 -2.42 81 0.6DL +W -90A Combination 68.09 207.78 4.67 81 0.6DL +W -90B Combination -28.34 - 271.09 1.13 81 0.6DL +W -180A Combination 58.62 - 167.65 -3.87 81 0.6DL +W -180B Combination 5.67 - 405.11 -4.94 81 DL +W -10 Combination 5.948E -02 - 297.93 6.76 81 DL +0.75(SN +W -10) Combination 0.36 - 707.73 0.71 82 DL +SN Combination - 1.549E -02 - 1137.77 8.08 82 DL +LL Combination - 1.027E -02 - 982.67 7.36 82 DL +W -180A Combination 3.41 - 185.73 1.00 82 DL +W -180B Combination 0.74 - 609.77 3.29 82 DL +W -90A Combination 4.05 458.92 0.58 82 DL +W -90B Combination -1.66 - 401.12 4.72 82 DL +0.75(SN +W -180A) Combination 2.54 - 918.54 5.06 82 DL +0.75(SN +W -180B) Combination 0.54 - 1236.57 6.77 82 DL +0.75(SN +W -90A) Combination 3.01 - 435.06 4.74 82 DL +0.75(SN +W_90B) Combination -1.27 - 1080.09 7.85 82 0.6DL +W -90A Combination 4.04 518.18 -0.82 82 0.6DL +W -90B Combination -1.67 - 341.86 3.32 82 0.6DL +W -180A Combination 3.41 - 126.47 -0.40 82 0.6DL +W -180B Combination 0.74 - 550.51 1.89 82 DL +W -10 Combination 5.892E -02 - 302.43 4.80 82 DL +0.75(SN +W -10) Combination 2.364E -02 - 1006.07 7.91 83 DL +SN Combination 9.955E -02 - 1234.93 6.12 83 DL +LL Combination 8.230E -02 - 1063.33 5.74 83 DL +W -180A Combination 3.20 - 194.88 0.60 83 DL +W -180B Combination 0.79 - 656.28 2.31 83 DL +W -90A Combination 3.65 521.21 1.66 83 DL +W -90B Combination -1.54 - 415.52 4.47 83 DL +0.75(SN +W -180A) Combination 2.48 - 1002.36 3.22 83 DL +0.75(SN +W -180B) Combination 0.68 - 1348.41 4.50 83 DL +0.75(SN +W -90A) Combination 2.82 - 465.29 4.02 83 DL +0.75(SN +W 90B) Combination -1.07 - 1167.84 6.12 83 0.6DL +W -90A Combination 3.66 577.21 0.21 83 0.6DL +W -90B Combination -1.53 - 359.52 3.01 83 0.6DL +W -180A Combination 3.21 - 138.88 -0.86 83 0.6DL +W -180B Combination 0.80 - 600.28 0.85 83 DL +W -10 Combination - 1.310E -02 - 291.55 5.09 83 DL +0.75(SN +W -10) Combination 7.008E -02 - 1074.86 6.58 84 DL +SN Combination 9.790E -02 - 1229.64 6.40 84 DL +LL Combination 8.158E -02 - 1058.92 5.96 84 DL +W -180A Combination 3.16 - 193.11 0.64 84 DL +W -180B Combination 0.79 - 653.52 2.42 84 DL +W -90A Combination 3.61 519.49 1.50 84 DL +W -90B Combination -1.51 - 415.27 4.50 84 DL +0.75(SN +W -180A) Combination 2.45 - 996.89 3.47 84 DL +0.75(SN +W -180B) Combination 0.67 - 1342.20 4.81 84 DL +0.75(SN +W -90A) Combination 2.78 - 462.45 4.12 84 DL +0.75(SN +W_90B) Combination -1.06 - 1163.52 6.36 84 0.6DL +W -90A Combination 3.61 575.62 5.457E -02 Project #12015 31 of 44 Joint OutputCase CaseType F1 F2 F3 Text Text Text Lb Lb Lb 84 0.6DL +W -90B Combination -1.51 - 359.14 3.05 84 0.6DL +W -180A Combination 3.16 - 136.97 -0.81 84 0.6DL +W -180B Combination 0.79 - 597.38 0.98 84 DL +W -10 Combination - 8.476E -03 - 292.01 5.04 84 DL +0.75(SN +W -10) Combination 7.018E -02 - 1071.07 6.77 85 DL +SN Combination 6.185E -02 - 1173.06 6.50 85 DL +LL Combination 4.680E -02 - 1012.95 6.04 85 DL +W -180A Combination 3.17 - 195.04 0.60 85 DL +W -1808 Combination 0.78 - 629.31 2.51 85 DL +W -90A Combination 3.62 469.24 1.34 85 DL +W -90B Combination -1.56 - 410.09 4.55 85 DL +0.75(SN +W -180A) Combination 2.44 - 950.35 3.52 85 DL +0.75(SN +W -180B) Combination 0.65 - 1276.05 4.95 85 DL +0.75(SN +W -90A) Combination 2.78 - 452.14 4.08 85 DL +0.75(SN +W_90B) Combination -1.11 - 1111.64 6.48 85 0.6DL +W -90A Combination 3.64 529.82 - 9.914E -02 85 0.6DL +W -90B Combination -1.54 - 349.51 3.11 85 0.6DL +W -180A Combination 3.19 - 134.46 -0.85 85 0.6DL +W -180B Combination 0.80 - 568.72 1.07 85 DL +W -10 Combination - 4.905E -02 - 303.28 5.02 85 DL +0.75(SN +W -10) Combination 2.669E -02 - 1031.53 6.84 86 DL +SN Combination 0.18 - 1336.69 -5.19 86 DL +LL Combination 0.15 - 1165.34 -3.68 86 DL +W -180A Combination 8.47 - 295.50 -6.82 86 DL +W -180B Combination 1.91 - 761.88 -7.61 86 DL +W -90A Combination 9.73 424.63 7.16 86 DL +W -90B Combination -4.08 - 521.75 3.31 86 DL +0.75(SN +W -180A) Combination 6.50 - 1102.45 -11.23 86 DL +0.75(SN +W -180B) Combination 1.58 - 1452.23 -11.82 86 DL +0.75(SN +W -90A) Combination 7.44 - 562.35 -0.74 86 DL +0.75(SN +W_90B) Combination -2.92 - 1272.14 -3.63 86 0.6DL +W -90A Combination 9.74 521.99 5.39 86 0.6DL +W -90B Combination - 4.08 - 424.40 1.53 86 0.6DL +W -180A Combination 8.48 - 198.14 -8.59 86 0.6DL +W -180B Combination 1.92 - 664.52 -9.39 86 DL +W -10 Combination - 2.219E -02 - 410.66 10.31 86 DL +0.75(SN +W -10) Combination 0.13 - 1188.82 1.62 87 DL +SN Combination 1.588E -02 - 1173.40 6.53 87 DL +LL Combination 1.660E -02 - 1013.22 6.07 87 DL +W -180A Combination 3.08 - 192.25 0.73 87 DL +W -180B Combination 0.76 - 628.32 2.51 87 DL +W -90A Combination 3.60 472.77 1.47 87 DL +W -90B Combination -1.47 - 411.43 4.49 87 DL +0.75(SN +W -180A) Combination 2.31 - 948.55 3.64 87 OL +0.75(SN +W -180B) Combination 0.57 - 1275.61 4.97 87 DL +0.75(SN +W -90A) Combination 2.70 - 449.79 4.20 87 DL +0.75(SN +W_90B) Combination -1.10 - 1112.94 6.46 87 0.6DL +W -90A Combination 3.59 533.32 2.967E -02 87 0.6DL +W -90B Combination -1.48 - 350.89 3.05 87 0.6DL +W -180A Combination 3.07 - 131.71 -0.71 87 0.6DL +W -180B Combination 0.75 - 567.78 1.07 87 DL +W -10 Combination 3.500E -02 - 303.19 5.01 87 DL +0.75(SN +W -10) Combination 2.791E -02 - 1031.76 6.86 88 DL +SN Combination - 1.827E -02 - 1227.71 6.37 88 DL +LL Combination - 1.663E -02 - 1057.30 5.94 Project #12015 01/24/2012 32 of 44 Joint Text 88 88 88 88 88 88 88 88 88 88 88 88 88 88 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 89 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 91 91 91 91 91 91 91 91 91 OutputCase Text DL +W -180A DL +W -180B DL +W -90A DL +W -90B DL +0.75(SN +W -180A) DL +0.75(SN +W -180B) DL +0.75(SN +W -90A) DL +0.75(SN +W 90B) 0.6DL +W -90A 0.6DL +W -908 0.6DL +W -180A 0.6DL +W -180B DL +W -10 DL +0.75(SN +W -10) DL +SN DL +LL DL +W -180A DL +W -180B DL +W -90A DL +W -90B DL +0.75(SN +W -180A) DL +0.75(SN +W -180B) DL +0.75(SN +W -90A) DL +0.75(SN +W_90B) 0.6DL +W -90A 0.6DL +W -90B 0.6DL +W -180A 0.6DL +W -180B DL +W -10 DL +0.75(SN +W -10) DL +SN DL +LL DL +W -180A DL +W -180B DL +W -90A DL +W -90B DL +0.75(SN +W -180A) DL +0.75(SN +W -180B) DL +0.75(SN +W -90A) DL +0.75(SN +W 90B) 0.6DL +W -90A 0.6DL +W -90B 0.6DL +W -180A 0.6DL +W -180B DL +W -10 DL +0.75(SN +W -10) DL +SN DL +LL DL +W -180A DL +W -180B DL +W -90A DL +W -90B DL +0.75(SN +W -180A) DL +0.75(SN +W -180B) DL +0.75(SN +W -90A) Project #12015 CaseType Fl F2 F3 Text Lb Lb Lb Combination 2.93 - 194.11 0.61 Combination 0.72 - 652.92 2.42 Combination 3.42 516.92 1.49 Combination -1.44 - 414.34 4.51 Combination 2.19 - 996.15 3.42 Combination 0.53 - 1340.25 4.78 Combination 2.56 - 462.88 4.08 Combination -1.09 - 1161.32 6.35 Combination 3.42 573.09 4.207E -02 Combination -1.43 - 358.17 3.06 Combination 2.93 - 137.94 -0.84 Combination 0.72 - 596.75 0.97 Combination - 5.867E -03 - 292.29 5.05 Combination - 1.420E -02 - 1069.78 6.75 Combination - 5.643E -03 - 1227.42 6.37 Combination - 5.359E -03 - 1057.05 5.94 Combination 2.89 - 192.54 0.63 Combination 0.72 - 652.39 2.41 Combination 3.38 518.60 1.52 Combination -1.41 - 414.91 4.50 Combination 2.17 - 994.81 3.44 Combination 0.54 - 1339.70 4.77 Combination 2.53 - 461.45 4.10 Combination -1.06 - 1161.58 6.34 Combination 3.38 574.74 7.197E -02 Combination -1.41 - 358.77 3.05 Combination 2.90 - 136.41 -0.82 Combination 0.72 - 596.26 0.96 Combination - 4.059E -03 - 292.21 5.05 Combination - 5.364E -03 - 1069.56 6.75 Combination - 2.450E -02 - 1165.56 6.57 Combination - 2.488E -02 - 1006.19 6.11 Combination 2.94 - 191.43 0.62 Combination 0.73 - 624.19 2.56 Combination 3.41 469.74 1.32 Combination -1.46 - 406.35 4.57 Combination 2.20 - 943.41 3.59 Combination 0.54 - 1267.99 5.04 Combination 2.55 - 447.54 4.11 Combination -1.10 - 1104.60 6.55 Combination 3.42 529.21 -0.12 Combination -1.45 - 346.88 3.13 Combination 2.95 - 131.96 -0.83 Combination 0.74 - 564.73 1.11 Combination - 4.116E -02 - 301.19 5.03 Combination - 3.577E -02 - 1025.74 6.89 Combination -0.27 - 1312.10 -4.21 Combination -0.23 - 1143.25 -2.80 Combination 7.56 - 283.85 -6.36 Combination 1.63 - 745.23 -6.95 Combination 8.99 425.78 7.19 Combination -3.77 - 509.94 3.78 Combination 5.48 - 1079.61 -10.32 Combination 1.03 - 1425.64 -10.76 Combination 6.55 - 547.38 -0.15 01/24/2012 33 of 44 Joint Text 91 91 91 91 91 91 91 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 93 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 94 OutputCase Text DL +0.75(SN +W_90B) 0.6DL +W -90A 0.6DL +W -90B 0.6DL +W -180A 0.6DL +W -1808 DL +W -10 DL +0.75(SN +W -10) DL +SN DL +LL DL +W -180A DL +W -1808 DL +W -90A DL +W -90B DL +0.75(SN +W -180A) DL +0.75(SN +W -1808) DL +0.75(SN +W -90A) DL +0.75(SN +W_90B) 0.6DL +W -90A 0.6DL +W -90B 0.6DL +W -180A 0.6DL +W -180B DL +W -10 DL +0.75(SN +W -10) DL +SN DL +LL DL +W -180A DL +W -180B DL +W -90A DL +W -90B DL +0.75(SN +W -180A) DL +0.75(SN +W -1808) DL +0.75(SN +W -90A) DL +0.75(SN +W_90B) 0.6DL +W -90A 0.6DL +W -90B 0.6DL +W -180A 0.6DL +W -180B DL +W -10 DL +0.75(SN +W -10) DL +SN DL +LL DL +W -180A DL +W -180B DL +W -90A DL +W -90B DL +0.75(SN +W -180A) DL +0.75(SN +W -1808) DL +0.75(SN +W -90A) DL +0.75(SN +W_90B) 0.6DL +W -90A 0.6DL +W -90B 0.6DL +W -180A 0.6DL +W -1808 DL +W -10 DL +0.75(SN +W -10) CaseType F1 F2 Text Lb Lb Combination -3.02 - 1249.18 Combination 8.99 519.67 Combination -3.76 - 416.05 Combination 7.57 - 189.97 Combination 1.64 - 651.34 Combination - 1.273E -02 -404.28 Combination -0.20 - 1169.93 Combination -0.11 - 1165.07 Combination -8.751E-02 - 1005.77 Combination 2.87 - 188.32 Combination 0.68 - 622.76 Combination 3.44 473.01 Combination -1.41 - 407.72 Combination 2.06 - 940.70 Combination 0.43 - 1266.54 Combination 2.49 - 444.71 Combination -1.15 - 1105.25 Combination 3.43 532.47 Combination -1.42 - 348.25 Combination 2.86 - 128.85 Combination 0.68 - 563.30 Combination 3.320E -02 - 301.21 Combination - 6.242E -02 - 1025.37 Combination -0.13 - 1231.01 Combination -0.11 - 1060.17 Combination 2.75 - 195.02 Combination 0.65 - 654.84 Combination 3.28 517.88 Combination -1.38 - 415.49 Combination 1.97 - 999.04 Combination 0.40 - 1343.91 Combination 2.37 - 464.37 Combination -1.13 - 1164.40 Combination 3.29 574.27 Combination -1.38 - 359.11 Combination 2.75 - 138.63 Combination 0.66 - 598.46 Combination - 4.302E -03 - 292.53 Combination - 9.578E -02 - 1072.18 Combination -0.13 - 1237.04 Combination -0.11 - 1065.26 Combination 2.74 - 193.74 Combination 0.65 - 657.50 Combination 3.28 523.50 Combination -1.37 - 417.82 Combination 1.96 - 1002.61 Combination 0.39 - 1350.44 Combination 2.37 - 464.68 Combination -1.13 - 1170.67 Combination 3.28 579.88 Combination -1.37 - 361.44 Combination 2.74 - 137.36 Combination 0.65 - 601.12 Combination 4.323E -04 - 292.34 Combination - 9.480E -02 - 1076.56 F3 _Lb -2.71 5.28 1.87 -8.28 -8.86 10.56 2.37 6.52 6.06 0.73 2.51 1.48 4.50 3.63 4.96 4.19 6.46 3.610E -02 3.06 -0.72 1.06 5.03 6.85 6.41 5.97 0.60 2.44 1.45 4.52 3.45 4.83 4.09 6.39 4.383E -03 3.08 -0.85 0.99 5.04 6.78 6.07 5.69 0.63 2.25 1.72 4.41 3.21 4.43 4.03 6.05 0.27 2.96 -0.82 0.80 5.06 6.54 01/24/2012 Project #12015 34 of 44 Joint OutputCase CaseType F1 F2 F3 Text Text Text Lb Lb Lb 95 DL +SN Combination 3.700E -02 - 1124.25 8.45 95 DL +LL Combination 3.002E -02 - 970.24 7.70 95 DL +W -180A Combination 2.89 - 180.87 0.83 95 DL +W -180B Combination 0.80 - 601.55 3.63 95 DL +W -90A Combination 3.29 458.69 0.22 95 DL +W -90B Combination -1.38 - 391.73 5.12 95 DL +0.75(SN +W -180A) Combination 2.20 - 908.04 5.12 95 DL +0.75(SN +W -1808) Combination 0.63 - 1223.55 7.22 95 DL +0.75(SN +W -90A) Combination 2.50 - 428.37 4.66 95 DL +0.75(SN +W 90B) Combination -1.01 - 1066.19 8.34 95 0.6DL +W -90A Combination 3.30 515.33 -1.26 95 0.6DL +W -90B Combination -1.38 - 335.10 3.65 95 0.6DL +W -180A Combination 2.90 - 124.23 -0.64 95 0.6DL +W -1808 Combination 0.80 - 544.91 2.16 95 DL +W -10 Combination - 5.009E -02 - 296.82 4.95 95 DL +0.75(SN +W -10) Combination - 6.049E -03 - 995.00 8.21 96 DL +SN Combination -0.54 - 723.74 -1.12 96 DL +LL Combination -0.47 - 639.24 -0.20 96 DL +W -180A Combination 5.46 - 197.86 -1.07 96 DL +W -180B Combination 1.22 - 435.30 -2.01 96 DL +W -90A Combination 6.60 157.98 6.71 96 DL +W -90B Combination -2.87 - 327.33 3.90 96 DL +0.75(SN +W -180A) Combination 3.73 - 598.93 -4.00 96 DL +0.75(SN +W -180B) Combination 0.55 - 777.00 -4.71 96 DL +0.75(SN +W -90A) Combination 4.58 - 332.05 1.83 96 DL +0.75(SN +W_90B) Combination -2.52 - 696.03 -0.27 96 0.6DL +W -90A Combination 6.63 231.80 4.82 96 0.6DL +W -90B Combination -2.84 - 253.51 2.01 96 0.6DL +W -180A Combination 5.49 - 124.04 -2.96 96 0.6DL +W -180B Combination 1.26 - 361.48 -3.90 96 DL +W -10 Combination - 9.678E -02 - 270.30 7.70 96 DL +0.75(SN +W -10) Combination -0.44 - 653.25 2.58 145 DL +SN Combination -0.70 787.42 510.25 145 DL +LL Combination -0.59 697.87 449.96 145 DL +W -180A Combination 31.94 248.55 83.85 145 DL +W -180B Combination 2.50 452.82 238.68 145 DL +W -90A Combination 37.71 -78.34 -87.53 145 DL +W -90B Combination -15.70 338.75 214.39 145 DL +0.75(SN +W -180A) Combination 23.42 668.95 382.79 145 DL +0.75(SN +W -180B) Combination 1.34 822.16 498.91 145 DL +0.75(SN +W -90A) Combination 27.75 423.78 254.25 145 DL +0.75(SN +W_90B) Combination -12.31 736.60 480.69 145 0.6DL +W -90A Combination 37.70 - 164.76 - 137.76 145 0.6DL +W -90B Combination -15.70 252.33 164.16 145 0.6DL +W -180A Combination 31.93 162.13 33.62 145 0.6DL +W -180B Combination 2.49 366.41 188.45 145 DL +W -10 Combination 7.340E -02 143.74 123.08 145 DL +0.75(SN +W -10) Combination -0.48 590.35 412.21 146 DL +SN Combination - 6.109E -02 1142.13 781.41 146 DL +LL Combination -4.771E-02 986.51 674.28 146 DL +W -180A Combination 2.41 223.78 5.99 146 DL +W -180B Combination 0.66 548.89 277.01 146 DL +W -90A Combination 2.86 - 322.14 - 273.24 146 DL +W -90B Combination -1.16 345.60 252.52 146 DL +0.75(SN +W -180A) Combination 1.75 949.84 541.61 Project #12015 01/24/2012 35 of 44 01/24/2012 Joint OutputCase CaseType F1 F2 F3 Text Text Text Lb Lb Lb 146 DL +0.75(SN +W -180B) Combination 0.44 1193.67 744.88 146 DL +0.75(SN +W -90A) Combination 2.09 540.40 332.19 146 DL +0.75(SN +W90B) Combination -0.93 1041.20 726.51 146 0.6DL +W -90A Combination 2.85 - 381.82 - 312.39 146 0.6DL +W -90B Combination -1.17 285.92 213.37 146 0.6DL +W -180A Combination 2.40 164.11 -33.16 146 0.6DL +W -180B Combination 0.65 489.21 237.86 146 DL +W -10 Combination 4.197E -02 1.52 97.48 146 DL +0.75(SN +W -10) Combination - 2.649E -02 783.14 610.23 147 DL +SN Combination - 2.907E -02 1233.45 816.93 147 DL +LL Combination - 2.305E -02 1062.07 703.69 147 DL +W -180A Combination 1.71 223.34 6.32 147 DL +W -180B Combination 0.60 590.26 292.82 147 DL +W -90A Combination 2.02 - 391.76 - 298.98 147 DL +W -90B Combination -0.83 361.52 258.29 147 DL +0.75(SN +W -180A) Combination 1.26 1022.62 570.25 147 DL +0.75(SN +W -180B) Combination 0.42 1297.81 785.12 147 DL +0.75(SN +W -90A) Combination 1.49 561.29 341.27 147 DL +0.75(SN +W 90B) Combination -0.65 1126.25 759.23 147 0.6DL +W -90A Combination 2.01 - 447.74 - 336.74 147 0.6DL +W -90B Combination -0.83 305.54 220.54 147 0.6DL +W -180A Combination 1.71 167.36 -31.43 147 0.6DL +W -180B Combination 0.60 534.28 255.06 147 DL +W -10 Combination 8.309E -03 -12.27 92.90 147 DL +0.75(SN +W -10) Combination - 2.022E -02 845.91 635.19 148 DL +SN Combination 1.341E-02 1228.64 814.63 148 DL +LL Combination 1.112E -02 1058.07 701.77 148 DL +W -180A Combination 1.77 224.73 6.54 148 DL +W -180B Combination 0.63 588.35 291.88 148 DL +W -90A Combination 2.05 - 386.64 - 297.23 148 DL +W -90B Combination -0.85 359.87 257.71 148 DL +0.75(SN +W -180A) Combination 1.33 1019.87 568.64 148 DL +0.75(SN +W -180B) Combination 0.48 1292.59 782.64 148 DL +0.75(SN +W -90A) Combination 1.54 561.35 340.81 148 DL +0.75(SN +W 90B) Combination -0.63 1121.24 757.01 148 0.6DL +W -90A Combination 2.05 - 442.76 - 335.03 148 0.6DL +W -90B Combination -0.85 303.75 219.92 148 0.6DL +W -180A Combination 1.77 168.60 -31.25 148 0.6DL +W -180B Combination 0.63 532.23 254.08 148 DL +W -10 Combination -1.401E-03 -11.74 93.03 148 DL +0.75(SN +W -10) Combination 9.597E -03 842.53 633.50 149 DL +SN Combination 2.543E -03 1179.58 797.49 149 DL +LL Combination - 8.278E -04 1018.62 688.05 149 DL +W -180A Combination 1.69 225.57 7.40 149 DL +W -180B Combination 0.61 568.11 285.07 149 DL +W -90A Combination 1.96 - 342.76 - 281.09 149 DL +W -90B Combination -0.84 358.98 257.62 149 DL +0.75(SN +W -180A) Combination 1.28 977.57 554.08 149 DL +0.75(SN +W -1808) Combination 0.47 1234.48 762.34 149 DL +0.75(SN +W -90A) Combination 1.48 551.33 337.72 149 DL +0.75(SN +W 90B) Combination -0.62 1077.63 741.75 149 0.6DL +W -90A Combination 1.97 - 403.79 - 320.76 149 0.6DL +W -90B Combination -0.84 297.95 217.95 149 0.6DL +W -180A Combination 1.70 164.54 -32.27 149 0.6DL +W -180B Combination 0.61 507.08 245.41 Project #12015 36 of 44 Joint OutputCase CaseType F1 F2 F3 Text Text Text Lb _ _ _ Lb, Lb 149 DL +W -10 Combination - 2.550E -02 1.91 97.78 149 DL +0.75(SN +W -10) Combination - 7.733E -03 809.83 621.87 150 DL +SN Combination - 1.752E -03 1325.90 894.80 150 DL +LL Combination - 6.467E -04 1155.90 778.18 150 DL +W -180A Combination 1.68 322.86 72.15 150 DL +W -180B Combination 0.62 690.02 365.54 150 DL +W -90A Combination 1.96 - 290.45 - 253.74 150 DL +W -90B Combination -0.81 462.74 319.26 150 DL +0.75(SN +W -180A) Combination 1.25 1115.97 649.85 150 DL +0.75(SN +W -180B) Combination 0.46 1391.34 869.89 150 DL +0.75(SN +W -90A) Combination 1.46 655.99 405.43 150 DL +0.75(SN +W_90B) Combination -0.61 1220.88 835.18 150 0.6DL +W -90A Combination 1.96 - 386.93 - 314.03 150 0.6DL +W -90B Combination -0.81 366.26 258.97 150 0.6DL +W -180A Combination 1.68 226.38 11.86 150 0.6DL +W -180B Combination 0.61 593.54 305.25 150 DL +W -10 Combination 4.832E -03 102.98 148.08 150 DL +0.75(SN +W -10) Combination - 3.390E -04 951.06 706.80 151 DL +SN Combination 2.402E -03 1179.86 797.58 151 DL +LL Combination 6.317E -03 1018.85 688.12 151 DL +W -180A Combination 1.65 226.32 7.73 151 DL +W -180B Combination 0.63 567.97 285.03 151 DL +W -90A Combination 1.94 - 342.14 - 280.79 151 DL +W -90B Combination -0.77 358.59 257.45 151 DL +0.75(SN +W -180A) Combination 1.23 978.40 554.41 151 DL +0.75(SN +W -180B) Combination 0.46 1234.63 762.39 151 DL +0.75(SN +W -90A) Combination 1.44 552.05 338.03 151 DL +0.75(SN +W 90B) Combination -0.59 1077.60 741.70 151 0.6DL +W -90A Combination 1.93 - 403.13 - 320.44 151 0.6DL +W -90B Combination -0.78 297.60 217.79 151 0.6DL +W -180A Combination 1.64 165.33 -31.93 151 0.6DL +W -180B Combination 0.61 506.97 245.38 151 DL +W -10 Combination 3.282E -02 1.83 97.75 151 DL +0.75(SN +W -10) Combination 1.273E -02 810.03 621.93 152 DL +SN Combination - 5.898E -03 1226.64 814.00 152 DL +LL Combination - 3.425E -03 1056.40 701.24 152 DL +W -180A Combination 1.60 223.40 6.09 152 DL +W -180B Combination 0.62 587.17 291.53 152 DL +W -90A Combination 1.88 - 386.74 - 297.28 152 DL +W -90B Combination -0.77 360.05 257.78 152 DL +0.75(SN +W -180A) Combination 1.19 1017.33 567.81 152 DL +0.75(SN +W -180B) Combination 0.45 1290.16 781.88 152 DL +0.75(SN +W -90A) Combination 1.40 559.72 340.28 152 DL +0.75(SN +W_90B) Combination -0.59 1119.82 756.57 152 0.6DL +W -90A Combination 1.87 - 442.90 - 335.08 152 0.6DL +W -90B Combination -0.77 303.89 219.97 152 0.6DL +W -180A Combination 1.60 167.24 -31.71 152 0.6DL +W -180B Combination 0.61 531.01 253.72 152 DL +W -10 Combination 8.931E-03 -11.46 93.13 152 DL +0.75(SN +W -10) Combination - 2.665E -03 841.18 633.08 153 DL +SN Combination 2.530E -02 1226.34 813.85 153 DL +LL Combination 2.123E -02 1056.13 701.10 153 DL +W -180A Combination 1.56 224.01 6.30 153 DL +W -180B Combination 0.63 587.17 291.46 153 DL +W -90A Combination 1.80 - 385.88 - 296.96 Project #12015 01/24/2012 37 of 44 Joint OutputCase CaseType F7 F2 F3 Text Text Text Lb Lb Lb 153 DL +W -90B Combination -0.75 359.55 257.58 153 DL +0.75(SN +W -180A) Combination 1.19 1017.61 567.88 153 DL +0.75(SN +W -180B) Combination 0.49 1289.98 781.75 153 DL +0.75(SN +W -90A) Combination 1.37 560.19 340.43 153 DL +0.75(SN +W 90B) Combination -0.54 1119.27 756.33 153 0.6DL +W -90A Combination 1.80 - 442.00 - 334.74 153 0.6DL +W -90B Combination -0.75 303.43 219.79 153 0.6DL +W -180A Combination 1.56 167.89 -31.48 153 0.6DL +W -1808 Combination 0.63 531.05 253.68 153 DL +W -10 Combination - 1.158E -03 -11.54 93.09 153 DL +0.75(SN +W -10) Combination 1.846E -02 840.95 632.97 154 DL +SN Combination 2.380E -02 1171.77 794.90 154 DL +LL Combination 1.758E -02 1011.58 685.71 154 DL +W -180A Combination 1.51 221.81 6.11 154 DL +W -180B Combination 0.62 562.79 283.31 154 DL +W -90A Combination 1.73 - 343.27 - 281.31 154 DL +W -90B Combination -0.74 355.11 256.36 154 DL +0.75(SN +W -180A) Combination 1.16 970.34 551.65 154 DL +0.75(SN +W -180B) Combination 0.49 1226.07 759.55 154 DL +0.75(SN +W -90A) Combination 1.32 546.53 336.09 154 DL +0.75(SN +W 90B) Combination -0.53 1070.31 739.34 154 0.6DL +W -90A Combination 1.74 - 403.15 - 320.60 154 0.6DL +W -90B Combination -0.74 295.23 217.07 154 0.6DL +W -180A Combination 1.51 161.93 -33.18 154 0.6DL +W -180B Combination 0.62 502.91 244.03 154 DL +W -10 Combination - 2.336E -02 -0.24 97.07 154 DL +0.75(SN +W -10) Combination 8.268E -03 803.80 619.87 155 DL +SN Combination 2.315E -02 1301.89 888.14 155 DL +LL Combination 2.032E -02 1134.32 772.19 155 DL +W -180A Combination 1.49 311.48 68.91 155 DL +W -180B Combination 0.63 673.75 361.01 155 DL +W -90A Combination 1.72 - 291.59 - 254.18 155 DL +W -90B Combination -0.71 451.20 316.05 155 DL +0.75(SN +W -180A) Combination 1.13 1093.66 643.62 155 DL +0.75(SN +W -180B) Combination 0.49 1365.37 862.70 155 DL +0.75(SN +W -90A) Combination 1.31 641.36 401.30 155 DL +0.75(SN +W_90B) Combination -0.52 1198.45 828.98 155 0.6DL +W -90A Combination 1.72 - 384.67 - 313.51 155 0.6DL +W -90B Combination -0.71 358.11 256.72 155 0.6DL +W -180A Combination 1.49 218.39 9.58 155 0.6DL +W -180B Combination 0.63 580.66 301.68 155 DL +W -10 Combination 4.028E -03 96.74 146.34 155 DL +0.75(SN +W -10) Combination 1.784E -02 932.61 701.70 156 DL +SN Combination 5.501E-03 1171.33 794.76 156 DL +LL Combination 8.417E -03 1011.21 685.59 156 DL +W -180A Combination 1.45 222.31 6.38 156 DL +W -180B Combination 0.63 562.26 283.14 156 DL +W -90A Combination 1.70 - 342.37 - 280.89 156 DL +W -90B Combination -0.68 354.74 256.19 156 DL +0.75(SN +W -180A) Combination 1.08 970.38 551.74 156 DL +0.75(SN +W -180B) Combination 0.46 1225.34 759.31 156 DL +0.75(SN +W -90A) Combination 1.27 546.87 336.29 156 DL +0.75(SN +W 90B) Combination -0.51 1069.70 739.10 156 0.6DL +W -90A Combination 1.69 - 402.25 - 320.18 156 0.6DL +W -90B Combination -0.69 294.86 216.90 Project #12015 01/24/2012 38 of 44 Joint OutputCase CaseTypo F1 F2 F3 Text Text Text Lb Lb Lb 156 0.6DL +W -180A Combination 1.44 162.43 -32.91 156 0.6DL +W -180B Combination 0.62 502.38 243.85 156 DL +W -10 Combination 3.025E -02 -0.22 97.07 156 DL +0.75(SN +W -10) Combination 1.476E -02 803.48 619.76 157 DL +SN Combination 1.819E -03 1229.99 815.07 157 DL +LL Combination 2.920E -03 1059.31 702.17 157 DL +W -180A Combination 1.39 224.39 6.33 157 DL +W -180B Combination 0.63 589.10 292.17 157 DL +W -90A Combination 1.63 - 387.64 - 297.67 157 DL +W -90B Combination -0.67 361.17 258.19 157 DL +0.75(SN +W -180A) Combination 1.04 1020.32 568.71 157 DL +0.75(SN +W -180B) Combination 0.47 1293.86 783.08 157 DL +0.75(SN +W -90A) Combination 1.22 561.30 340.70 157 DL +0.75(SN +W 90B) Combination -0.50 1122.91 757.60 157 0.6DL +W -90A Combination 1.63 - 444.01 - 335.55 157 0.6DL +W -90B Combination -0.67 304.80 220.31 157 0.6DL +W -180A Combination 1.39 168.02 -31.54 157 0.6DL +W -180B Combination 0.62 532.73 254.29 157 DL +W -10 Combination 8.022E -03 -11.21 93.20 157 DL +0.75(SN +W -10) Combination 2.956E -03 843.62 633.86 158 DL +SN Combination 5.193E -02 1235.51 817.61 158 DL +LL Combination 4.407E -02 1063.95 704.31 158 DL +W -180A Combination 1.43 224.74 6.73 158 DL+W-180B Combination 0.64 592.17 293.34 158 DL +W -90A Combination 1.63 - 391.07 - 298.81 158 DL +W -90B Combination -0.68 362.53 258.65 158 DL +0.75(SN +W -180A) Combination 1.11 1024.75 570.92 158 DL +0.75(SN +W -1806) Combination 0.52 1300.32 785.88 158 DL +0.75(SN +W -90A) Combination 1.26 562.89 341.76 158 DL +0.75(SN +W 90B) Combination -0.47 1128.09 759.86 158 0.6DL +W -90A Combination 1.63 - 447.42 - 336.69 158 0.6DL +W -90B Combination -0.68 306.18 220.78 158 0.6DL +W -180A Combination 1.43 168.39 -31.14 158 0.6DL +W -1808 Combination 0.64 535.82 255.47 158 DL +W -10 Combination 1.124E -03 -11.51 93.15 158 DL +0.75(SN +W -10) Combination 3.891E-02 847.56 635.73 159 DL +SN Combination 9.010E -02 1128.03 776.64 159 DL +LL Combination 7.438E -02 973.55 669.90 159 DL +W -180A Combination 0.91 211.69 1.67 159 DL+W-180B Combination 0.72 538.08 273.71 159 DL +W -90A Combination 0.99 - 330.08 - 276.20 159 DL +W -90B Combination -0.43 339.22 250.48 159 DL +0.75(SN +W -180A) Combination 0.75 933.61 535.95 159 DL +0.75(SN +W -1808) Combination 0.61 1178.40 739.98 159 DL +0.75(SN +W -90A) Combination 0.82 527.28 327.55 159 DL +0.75(SN +W_90B) Combination -0.25 1029.26 722.56 159 0.6DL +W -90A Combination 0.99 - 387.03 - 314.43 159 0.6DL +W -90B Combination -0.42 282.28 212.25 159 0.6DL +W -180A Combination 0.91 154.75 -36.56 159 0.6DL +W -1808 Combination 0.72 481.14 235.49 159 DL +W -10 Combination - 2.997E -02 -4.34 95.50 159 DL +0.75(SN +W -10) Combination 5.021E-02 771.59 606.33 160 DL +SN Combination 0.85 721.31 489.88 160 DL +LL Combination 0.73 637.08 431.22 160 DL +W -180A Combination -29.96 227.80 78.80 Project #12015 01/24/2012 39 of 44 Joint OutputCase CaseType F1 F2 F3 Text Text Text Lb Lb Lb 160 DL+W-180B Combination 3.33 405.57 223.30 160 DL +W -90A Combination -35.47 -73.82 -84.60 160 DL +W -90B Combination 14.86 291.25 199.04 160 DL +0.75(SN +W -180A) Combination -21.86 619.91 368.71 160 DL +0.75(SN +W -1808) Combination 3.11 753.24 477.09 160 DL +0.75(SN +W -90A) Combination -25.99 393.70 246.16 160 DL +0.75(SN +W 90B) Combination 11.76 667.50 458.89 160 0.6DL +W -90A Combination -35.49 - 147.36 - 130.84 160 0.6DL +W -90B Combination 14.84 217.71 152.80 160 0.6DL +W -180A Combination -29.98 154.26 32.56 160 0- 6DL +W -180B Combination 3.30 332.03 177.06 160 DL +W -10 Combination - 1.154E -02 116.34 114.63 160 DL +0.75(SN +W -10) Combination 0.60 536.31 395.58 Project #12015 01/24/2012 40 of 44 Check Pier Footing per IBC Non - Constrained Condition Initial data Vhase := 0.15•kip h := 6-in Height to ground Worst case design moment Mu := Okip•in Maximum Shear force to be applied for footing embedment check M u V := + Vbase V = 0.15•kip h b := 34in Diagonal dimension of Footing S := 250-1-2 ft Smax 1500psf e :_ .5in WS := Y I'OL := Y dgb := Oin wgb := Oin Grade beam width hgb := Oin Grade beam height above grade Concrete height above ground h0 := 0.5ft Calculate Lateral Bearing Pressure Assumed Maximum Allowable Lateral Bearing Pressure Set Convergence threshold to = .5in Allowable increase for Wind or Seismic "Y ", "N" Tolerate 1/2" Movement at top of Structure "Y ", "N" Grade beam embedment Veff V drec Depth(Veff,S,E,h,b, WS,TOLTooting depth should be at least drec Df := in-cell — in Sfin := Df.S Vertical Bearing and Uplift Given: 01/24/2012 drec = 0•915•ft Actual Depth of Footing Specified Df = 0.917-ft Embedment Used in Design PD := 0.15-kip Downward load PU := 0.15•kip Uplift := 150pcf Weight density of concrete := 1 IOpcf Weight density of soil Fb := 1500psf Soil bearing capacity lib := Y Df := 1.5ft Albw Skin Friction and Bearing Simultaneously - "Y ", "N" Qp. max := 250psf•7•b•Df Maximum Allowable Skin Resistance per 1808.2.8.4 K := 0.2 Project #12015 Coefficient of Lateral Earth Pressure 41 of 44 ft := 25deg 1 := Oin Tb := Oin Footing := "Square" Calculate (-1 2 Ab - V A _ 2 b 12 bp. - ( 2 ) - lV2) Pb := 4r� + 2.1) J Intemal angle of Friction of Soil Length of Pedestal Base or Bell from Footing Shaft Thickness of Pedestal Base or Bell Footing Type - "Square ", "Round" Ab = 4412 Abp = 0•ft2 Pb= 8•ft 12 We : 'Y (Df + ho).(V / Abp Tb 2 Ws := 1 ". (Df - Th)•Abp Qb := Fb -Ab Qµ:_ min(rr b Df•250psf,Qµ.max) QDR := max(Qµ,Qb) if µb = N Qµ +Qb if µb =Y QUR := Ws + We + Qµ Ws= 0•kip Qb = 6 -kip 01/24/2012 Area of Base of Footing Area of Projected Base of Footing Perimeter at Base of Footing Footing weight We = 1.2-kip Weight of Soil Over Projected Base Bearing Resistance at Base of Footing Only use 250 psf /ft friction for conservative design. Qµ = 3.3•kip QDR = 9.44kip QUR = 4.5•kip So := Summary if Df ? drec A PU QUR A PD QDR "NG, try again" otherwise Df = 1.639 should be > 1 drec P1) - 0.016 should be < 1 QDR Minimum reinforcement As := 0.0025•Ab As = 1.4•in2 Use (7) #4 rebar E.W., sufficient! Skin Friction Resistance Resistance of Pier to Downward Force Resistance of Pier to Upward Force PU - 0.033 QUR Use 2' x 2' x 18" square pier footing. should be < 1 Project #12015 42 of 44 I Connection Check Stranchion to wall attachment detail (detail A, P5.0) Review computer design output for worst reactions. Per shop drawings, plate will be anchored to the existing concrete wall and weld to steel tube. V 0.1 kip 1' := 0.6 kip Worst case force at connection (2) 1/2 "diameter HILTI KB-TZ anchor with 2.5" embedment, Vail„ := 3.194 kip Tallow := 1.726 kip for one anchor with 2" embedment,f�3000psi check_anchor := if (Vallow > Vmax A Tallow 3 max. "Anchor is OK!" , "NG" check_anchor = "Anchor is OK!" Stranchion to ground attachment detail (detail B, P5.0) Review computer design for maximum design forces for stranchion to ground connections. 150 lbf Worst case reaction at connection Use (1)3/8" thru bolt for tube to tube V„ V„ := 2.65 kip f2,, := 2.4 Va := O — Ratio := Vmax 2V, Ratio = 0.068 double shear Check := if(1.0 >_ Ratio, "Bolts are Ok" , "NG" ) Check = "Bolts are Ok" 01/24/2012 (4)1/2 "diameter HILTI KB-TZ anchor with 2.5" embedment to ground, sufficient. Upper attachment detail (detail C. P5.0) Review computer design for maximum design forces at connections. Per shop drawing, Z- bracket will be anchored to the existing concrete wall and screwed to aluminum tube. Vm := 0.9 kip T„, := 1.4 kip Worst case force at connection (1) 1/2 "diameter HILTI KB-TZ anchor with 2.5" embedment, Vallow := 3.194 kip Tallow := 1.726 kip for one anchor with 2" embedment,f�3000psi Vmax Tmax ratio :- + Val low Tallow ratio = 1.093 check_anchor := if(Vauow ? Vmax A Tallow ? Tmax A ratio <_ 1.2, "Anchor is OK!" , "NG" check_anchor = "Anchor is OK!" 1/4" dia. SD screw: Va := 1102 lbf Check := if(V„,ax <_ Va, "OK!" ,"N/G!") Check = "OK!" Project #12015 43 of 44 r 01/24/2012 Lower attachment detail (detail F. P5.01: Review computer design for maximum design forces at connections. Per shop drawing, Z- bracket will be anchored to the existing concrete wall and screwed to aluminum tube. Vmax 0.1 kip 1'max := 0.6 kip Worst case force at connection (1) 1/2 "diameter HILTI KB-TZ anchor with 2.5" embedment, Vallow 3.194 kip Tallow := 1.726 kip for one anchor with 2" embedment,f�3000psi Vmax Tmax ratio :_ + Vallow Tallow ratio = 0.379 check_anchor := if( Vauow ?Vmax A Tallow Tmax A ratio 1.2, "Anchor is OK!" , "NG" check_anchor = "Anchor is OK!" 1/4" dia. SD screw: Va := 1102 lbf Check := if Vmax < Va, "OK!" ,"N/G!" ) Check = "OK!" Awning frame members connection using minimum 1/8" around weld, sufficient! Project #12015 44 of 44 11 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director COLLEEN HALPENNY 18375 OLYMPIC AV S TUKWILA WA 98188 RE: Permit No. D12 -020 GOODWILL 1174 ANDOVER PK W TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/05/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/05/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D12 -020 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206- 431 -3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 24, 2012 Russell F Clegg Rainier Industries Ltd 18375 Olympic Ave S Tukwila, WA 98188 RE: Request for Extension Development Permit No. D12 -020 Goodwill —1174 Andover Pk W Dear Mr. Clegg, This letter is in response to your written request for an extension to Permit D12 -020. The Acting Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permits an additional 30 days from the date of expiration, through December 5, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, shall ician File: Permit No. D12 -020 W:\Pennit Center\Extension Letters\Permits\2012\D12 -099 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Rainier Industries, Ltd October 17, 2012 18375 Olympic Ave South Tukwila, WA 98188 City of Tukwila Department of Community Development Permit Center 6300 Southcenter Boulevard Suite # 100 Tukwila, WA 98188 Dear Building Official: RECEIVED OCT 102012/ Please accept our request to extend the time period for permit # D12 -020 b ='.' `1- .,= `' rtion date of 11/05/2012. (Goodwill located at 1174 Andover Pk West, Tukwila, WA.) Rainier Industries requires additional time to provide documentation from the engineer for the special inspections that are required with this permit. I wish to thank you in advance for all consideration given to this request. Sincerely, Russell F Clegg Master Electrician Rainier Industries Ltd 10 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director COLLEEN HALPENNY 18375 OLYMPIC AV S TUKWILA WA 98188 RE: Permit No. D12 -020 GOODWILL 1174 ANDOVER PK W TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/05/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/05/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, J�enni r Marshall lrmi Technician File: Permit File No. D12 -020 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 1 *1'41 Y PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -020 PROJECT NAME: GOODWILL SITE ADDRESS: 1174 ANDOVER PK W X Original Plan Submittal Response to Correction Letter # DATE: 01 -27 -12 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: pw L 02i, t'l. ul ding Ivision &JS � - (� Public o s Awr, L ire Prevention Structural � Planning D vision ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 01 -31 -12 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route 3 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 02-28 -12 Not Approved (attach comments) n 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 Contractors or Tradespeople Pr' ter Friendly Page • Page 1 of 2 General /Specialty Contractor A business registered as a construction contractor with Ll=tl 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 RAINIER INDUSTRIES UBI No. 600523816 LTD Phone 4252511800 Status Active Address 18375 Olympic Ave S License No. RAINIIL066QP Suite /Apt. License Type Construction Contractor City Tukwila Effective Date 11/17/1994 State WA Expiration 1/3/2013 Date Zip 98188 Suspend Date County King Specialty 1 Awnings, Canopies, Patio Covers, Exterior Screens Business Type Corporation Specialty 2 Unused Parent Company Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status EASTSTA088PK EASTS I DE TENT a AWNING CO Construction Contractor General Unused 10/12/1992 3/4/2013 Active PUGETST150DE PUGET SOUND TENT t* AWNING CO Construction Contractor Awn,Canopies,Carport,Patio Co Other (Specify) 3/5/1985 2/22/1995 Archived PUGETST217NU PUGET SOUND TENT a AWNING CO Construction Contractor Awn,Canopies,Carport,Patio Co Other (Specify) 8/31/1979 2/22/1986 Archived Business Owner Information Name Role Effective Date Expiration Date CAMPBELL, SCOTT CURTICE President 01/01/1980 CAMPBELL, KAREN LYNN Vice President 01/01/1980 SCHOONMAKER, GEORGE W 01/01/1980 01/01/1980 SCHOONMAKER, GEORGE W Agent 01/01/1980 01/01/1980 https://fortress.wa.gov/lni/bbip/Print.aspx 04/18/2012