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Plans S oct RECEI D bwr49'°° NOV 1 4 1005 CITY OF S BUILDING DIVISION Structural Calculations For Abercrombie #134 Washington Square Mall • Tigard, OR 1111 41H Prepared by: THORSON BAKER & Associates, Inc. 3030 W. Streetsboro Road Richfield, Ohio 44286 Date: November 14, 2005 r li P R _rL\ 17417 °O;N • X1200512005-068g1EngineeringlEngineedng •Struchua112005-0690 Calculation cover sheetdoc 11/11/2005 • Table Of Contents Design Criteria DC1 Storefront Framing ST1 X1200512005- 06691EngineeringlEngineering- Struclurall2005-0690_Calculation cover sheetdoc 11/11/2005 • • • 'THORSON BAKER & Associates,_Inc. Design Criteria 1 of3 • ®® Consuliing Engineers Project*: 2005 -0690 Date: 11- Nov -05 Project abercrombie Prepared By: PF' • • Project Site: Tigard, OR Principal: GRB • Client: FMS' Contact: George Pack Scope: Structural CD's for abercrombie tenant improvements including storefront framing. • • • General Information: Due Dates & Schedule Submittal Type Date Checkset / -LL review 11/14/05 Bid /Permit 11/14/05 • Reviewing Building Department (Obtain from Architect) Agency Name: Val Henze! Phone: (503) 639-4171 Fax: - Building Code IBC 2000 IBC 2003 With State of Oregon Admendments Other Consultants By Firm Name Mechanical: TBA Architectural: FMS Other Electrical: TBA Civil: NA Owner Furnished Information Existing Drawings: Full set of PDFs of mall expansion Adjacent Building Drawings: NA Geotechnical Report: NA Prototype Drawings: NA Go By' Drawings: NA Client/Owner Requirements Factory Mutual Req. X Not Req. Concrete (psi) Min. Granular Fill Thick. • Prototype Specifications Req. X Not Req. Specific Details • ' Specific Systems . . Construction Classification (Obtain from Architect) • 'Type: II B (Sprinkled) Fire Ratings Floors: • 1 hr • Roof: NA Walls: 1 hr Columns: 1 hr Firewalls Required? NA Rating Items to Consider Expansion Joints Required? NA Any Future Expansion? NA General Construction Description Walls: Metal studs typical Floors: NA Roof: NA • • • • • •,.�, THORSON BAKER & Associates, Inc. 2of3 . ®,, Consulting Engineers Project No: 2005 -0690 Date: 11- Nov -05 Project abercrombie Prepared By: PF • Project Site: Tigard, OR Principal: GRB Design Criteria: Roofing Membrane Ballasted NA Non- Ballasted Membrane NA Built -Up NA Live Loads: Floor /Use: NA Roof: NA • Specialized: NA Wind: Wind Speed: 100 Importance Factor: 1 Exposure: C Seismic: Acceleration Coefficients(S,, S 1.061, 0.372 Importance Factor. 1 Seismic Use Group: 1 Seismic Site Class: C (Per Shell Drawings) Seismic Design Category D Lateral Resistance System: Ordinary Steel Braced Frames Snow Loads: Ground Snow Load: NA Flat Roof Snow Load: NA • Rain on Snow Load: NA Code Design Snow Load: NA Minimum per Building Official: NA Minimum per Client Criteria: NA Final Design Roof Load: NA Snow Drifting: Required NA Steps in Roof: X Parapets: X Adjacent Building: X Future Building: X Does structure create drifting on adjacent existing buildings? Yes if yes notify architect in writing No X Foundation Criteria: Foundation Type: Existing:auger cast piles, grade beams, slab on grade Bearing Capacity: NA Frost Depth: NA Active Pressure: NA Passive Pressure: NA Equivalent Fluid Pressure (Basement): NA Compaction Requirements: Slab: NA Engineered Fill: NA Special Considerations: NA • • • • • • • • • - THORSON BAKER & Associates, Inc. • • 3of3 • ® Consulting Engineers Project No: • 2005 -0690 Date: 11- Nov -05 • Project abercrombie Prepared By: PF Project Site: Tigard, OR Principal: GRB • • Specs and Checklists : • • • Is Computer.analysis used for any items, list items and software? Specifications Required • Section 02360 Driven Piles Section 05210 Steel Joists Sectio•02380 Caissons Section 05300 Metal Deck Section 03300 CIP concrete Section 05400 Cold- Formed X Section 03410 Struc. Precast conc. Section 06150 Wood Deck Section 05120 struc. Steel Section 06192 Wood Truss Other General Notes (Select One) Full General Notes: Sheet Spec General Notes: X Checklists Non - Project or Client Specific Section Description Pages Req. 7.2.01 Design Criteria Checklist 1 -2 7.2.02 General Drawing /Design 1 -2 • 7.2.03 General Notes 1 -2 7.2.04 FND- Spread footings 1-4 7.2.05 FND -Deep foundations 1 -3 • 7.2.06 CIP- Elevated Floor 1 -3 7.2.07 CIP -Roof 1 -2 7.2.08 Precast -Floor 1 -3 7.2.09 Precast -Roof 1 -3 7.2.10 Wood -Lt Gage - Floor/Walls 1 -3 7.2.11 Wood -Lt Gage -Roof 1 -2 7.2.12 Steel Joist -Floor 1 -3 7.2.13 Steel Joist -Roof 1 -3 7.2.14 Steel Beam -Floor 1 -3 7.2.15 Steel Beam -Roof 1 -3 7.2.16 Masonry 1 -2 7.2.17 Specifications 1 -1 7.2.18 Shop Drawing Review 1 -1 7.2.19 Submittals 1 -3 Client Specific 7.2.2c&t Carpet & Tile Liquidators 1 -1 7.2.2d Dick's Sporting Goods 1 -7 7.2.2dr Dick's Reviews 1 -2 7.2.2j Jared Jewelry 1 -2 Protect Fee: Predesign Site•Visit Required: NA Attach the applicable dead load worksheet, wind load work sheets (Main wind, Component and Cladding and Uplift). Seismic. Attach preliminary forcomplicated projects: • Reviewed By: Date: • • • • • - . . •••. • . . . . . , . . , . . . . . - . . ? , . . . . . THORSON: BAKER & Associates, Inc. . • consulting Engifie-ei-s Project No: ::C..::C_..°G'k.d.% Sheet No: ,. ' Project. C.:,..1 rr "Td I 4.; (' V;:. ---..._ . Date: ' V . . • • Project Site: ‘ C-d- Prepared By: . . ,.. - • . . _ ._ _. _ _ _........,_ i : 1 __LC,..2•....t5,..S T .....!.• • ! • • -• • • . - -• Skt-m-l•-. \ 43 Of-- • ' : , - - - . L .- - t• - e . .. 6' ''. ! . ....: .. ....). _ ; , : . ( STEEL C r (E) MAL - • .' r: , '.- . :, - . . . . BULKHE-4D • "3, ? 1 • 01 001 1 / N./ ‘ I) : E).(:t.A '4 0 . _/.-- A . . , , • . . : , BOX BEAM, . s . SEE ,--.....'; -1 Q...:t . . • M7 70 \\ci, \Cs: '' . . immil M 7:›3 III . • „. _i._4 1 i • . SCREWS, TTP . • , Ps:24GA. METAL DECK I "Z 1 No.' . f : rf,.•2p.f. ,r,./ L _ , -,c c: ,,Ac-,7 2... \ • ATTACH' WASIO SCRENS ' a 6 0.C. 4 • ' — - I=1 _ t-1..-1 \: ,\s,i,.\ .!. . .. . .. . • ..... (4)-a10 TEK F N . I sabGA. METAL • - - . • I IDS IP 10 0 C., I •,... 1 1 .• ' , . • TTP (LINO) . . I • ' . . . • - • • • . , . . SIGN,. SEE ' : mii■ ..., , . . - - . . . • • • • , ,----.51,70 , - - - .-s.-- NA.'4 ... .. . _ • .._ ... _ . , . • . • ' CEILING, SEE ARCI-1 ,--...) -I5t CZ C N X W40 G91 .C.,_ I--''"- Vt 4 .• 4. i -,_-_ .. ..,..., it--.3 STOF/EFRONT, SEE ARCM. . ', OA ; l'••••tspil SECTION 0 ' Aka GP 7 '. .. "1... - gt-00,..., 9_ ,o, . 1.. - .- 1...i.-0. ; . ... . V. . . . . • . :. . . : . , - ---• - - - - - - . . :. , . . I I , •- ' . . , 3 I 6): 70 01-:. 2 5 c:3 . - i , , :- i . ... , , ;. .. 0 (E) MALL 4 - .■ . iNm.r ...;. . - .„, i., .... .',._ , ! . , , .. ... i 1 : 1 - . - - 1 7 - BULJOIEAD • - i . : , • ' - ' — s• I . -. a S-0 O4 i .... ! ; • . .. 1 / 000 - IT I4 i , . . • . _. • . 01)-010 TEK ; eFAI TT4 4 . 9E2 _.. . 1 : _ I .1 .. ° IMIL i III T33 _ 1 • • • - . MM F A ,, .... . 1 i ' 1 : . 1,,, .1 . rt` - ` . 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