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HomeMy WebLinkAboutAPP & DOCS - 04-00306 - City of Rexburg - Streets ShopCITY OF REXB URG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 208 - 359 -3020 X326 PARCEL NUMBER: SUBDIVISION: UNIT# PERMIT # BLOCK# LOT# OWNER: C,+ Re+tbura CONTACT PHONE # 3Sq -3620 c,(4 927 PROPERTY ADDRESS: PHONE #: Home (gad) Work (2olss) 359-3o2o e,4 3?q Cell (2oq) - 71L - 13Zc1 OWNER MAILING ADDRESS: 12 N. Cen{et CITY: Ayh u"_STATE: 7d• ZIP: g34'/ P.0.30x Z8a APPLICANT (If other than owner) (If applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.) MAILING ADDRESS OF APPLICANT PHONE #: Home ( CITY: Work ( ) STATE; ZIP Cell ( ) CONTRACTOR: Q}t gtStan "uc�n PHONE: Home# /*'NS 1165 Work # 2 pq N2 - 1 105 Cell# ?b$ - 390' MAILING ADDRESS: 2qZ &S+ 7 Nt(or'tL CITY_&A_V STATE Jd• ZIP $31f How many houses are located on this property? 2 Did you recently purchase this property? (9 Yes (If yes give owner's name) AJ Is this a lot split? 9 YES (Please bring copy of new legal description of property) PROPOSED USE: SrE , ree -i -&Uvp (S -brcat 4r yeyt't. S) (i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.) APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certify that I have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE: The building official may r ke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misr es t n of fact in the ap cation or on the plans on which the permit or approval was based. Permit void if not started within 0 da AP it void if wor)y(ps for 180 days. Signature 0)(3CAoZNl8g7A 8 , 61 , 0fz DATE — WARNING — `BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE! Plan fees are non - refundable and are paid in full at the time of application beginning January 1, 2005. City of Rexburg's Acceptance of the plan review fee does not constitute plan approval * *Building Permit Fees are due at time of application ** * *Building Permits are void if you check does not clear ** NAME PROPERTY ADDRESS SUBDIVISION Dwelling Units: Front Footage (if applicable) Permit# SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area Second floor /loft area Third floor /loft area Shed or Barn PLUMBING PLUMBERS NAME CITY Unfinished Basement area Finished basement area Garage area M app Carport/Deck (30" above grade)Area NZA- ADDRESS STATE ZIP PHONE ( FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitchens, bar, mop) WATER METER COUNT Parcel Acres: SPRINKLERS TUB /SHOWERS TOILET/URINAL WATER HEATER WATER SOFTENER WATER METER SIZE HEAT (Circle all that apply) Gas Oil Coal Fireplace Electric Commercial Buildings & Apartments w ith 3 or more units Only BUILDING ESTIMATE $ 2 oo, oot . 00 PL UMBING ESTIMATE $ STORM WATER LENGTH FRONT FOOTAGE STRUCTURES DESCRIPTION USE Je.lntal BEDROOMS UNITS NON CENSUS OCCUPANCY LOAD EXITS SETBACKS FRONT SIDE CONSTRUCTION Stec 1 ROOF SANITATION METHOD HEAT FLOOD ZONE FENCE TYPE OCCUPANCY / SIDE BACK N SUBCONTRACTOR LIST Excavation & Earthwork : _ Ci{y o'C QcAurq Concrete: Masonry- Roofing: Insulation: V isim cor S+ruApn Drywall: Painting: Floor Coverings: Plumbing: Heating: Electrical: SPECIAL CONSTRUCTION (Manufacturer or Supplier) Roof Trusses: fl Floor / Ceiling Joists: Cabinets: Siding /Exterior Trim: 5 11 ViSioy rAvis4rotdion Other: NOTES JC> 40 k34I4PING REXBURG, IDAHO For SteelVision Construction 1. Foundation configuration provided by Mike Bressler of SteelVision Construction. 2. Foundation loads from Behlen Drawings, Sheet 3, Job No. M3575, dated 8/06/04. 3. Exact anchor bolt locations shall be as shown on Behlen Drawings. 4. Concrete 28 day strength shall be 2500 psi minimum. Slump shall be 3-4.5 in. Reinforcement bars shall be ASTM A615 with F, = 40,000 psi. 5. Concrete construction per ACI -318. 6. Allowable soil bearing pressure = 3000 psf 7. Rectangular piers shown on drawings may be replaced with circular piers formed by sonotubes if the reinforcement is the same, the concrete area is equal to that of the rectangular pier, and there is sufficient cover for the reinforcement as required by ACI -318. INDEX Detail Page Comer Column Foundation for Framelines 1 & 8 2 Interior Column Foundation for Framelines 1 & 8 3 Foundation for Columns on Framelines 2 Thm 7 4 b.7 " 3336 B\ OF ENDWALL I � 10,5' I I I I I I I I I I I I I I I 4 3 . �► o -lT 4' -0' SQ. I �8, I o o I I PLAN VIEW A SECTI ❑N TYPICAL ENDWALL & SIDEWALL REINFORCEMENT #4 VERT. BARS 16' O.C. AND 5 #4 H❑RIZ. BARS CONTINUOUS EVENLY SPACED IN WALL SIDEWALL ICHOR BOLTS ENGTH C. ARS, EXTEND INTO 5 AS SHOWN, 5 #5 BARS EACH WAY IN ENLARGED FOOTING CITY OF REXBURG BUILDING CORNER COLUMN FOUNDATION FOR F 1 & 8 8/14/04 CAL ENDWALL REINFORCEMENT ✓ERT. BARS 16' O.C. 4 HORIZ. BARS CONTINUOUS NLY SPACED IN WALL SECTION CORNERS 5 #5 BARS EACH WAY IN ENLARGED FOOTING CITY OF REXBURG BUILDING INTERI ❑R COLUMN F❑UNDATI ❑N FOR FRAMELINES 1 & 8 8/14/04 PLAN VIEW 7' -0' So, �. A 1LL J1JJL MALL F❑❑TING PLAN VIEW 1 8' r15 I I I I SIDEWALL I I i I I I I I GRADE I I I I I I I I I I SIX 3/4' DIA, X 18' ANCHOR BOLTS, 6 #3 TIES, PLACED AS SHOWN 24' 4 #6 VERTICAL BARS, EXTEND —� INTO FOOTING AS SHOWN 10 #6 BARS EACH WAY 7' -0' S0, SPACED AS SHOWN SECTION CITY OF REXBURG BUILDING F❑UNDATI ❑N FOR COLUMNS ON FRAMELINES 2 THRU 7 8/14/04 STRUCTURAL DESIGN CALCULATIONS FOR CITY OF REXBURG SANITION SHOP REXBURG, ID M3575 X 9 0 F „Z� W. DESIGN LOADS Building Code : 2000 IBC Live Load 50.0 psf Ground Snow Structural Engineering Dept. 35.0 psf Roof Snow Behlen Mfg. Co.. Exposure Factor (Ce) = 1.0 Columbus, Nebraska Thermal Factor (Ct) = 1.0 Phone: (402)564-3111 Importance Factor (1) = 1.0 Fax : (402) 563 - 7286 0.0 psf Rain on Snow Wind Velocity 90 mph Exp. C (Enclosed) Importance Factor (1) = 1.0 Collateral Load 5 psf Occ. Cat. I Seismic Zone S = 51.4 ( %g) S = 16.4 ( %g) Use Group = I Site Class. =D Seismic Design Category = D Basic Structural System: Moment Resisting Frames Analysis Proc. =Sec. 1617.4.1 ENGINEER'S CERTIFICATION IS STRICTLY LIMITED TO STRUCTURAL COMPONENTS DESIGNED AND FURNISHED BY BEHLEN MFG. CO. CERTIFICATION EXTENDS ONLY TO T HE DESIGN LOADS AND STANDARDS INDICATED ABOVE. CERTIFICATION DOES NOT EXTEND TO FOUNDATION, MECHANICAL, ELECTRICAL, PLUMBING, OR FIRE PROTECTION DESIGN OR OTHER ASPECTS OF CODE COMPLIANCE NOT SPECIFICALLY REFERENCED BY THE .MANUFACTURER'S ORDER DOCUMENTS. CERTIFICATION SHALL NOT EXTEND TO BUILDING ERECTION SUPERVISION OR INSPECTION. ENDER 1 TITLE PAGE Commentary......................... ............................... 1 Sheeting.............................. ............................... 2 Sidewalls............................ ..............................3 Endwall...................... ............................... 4 and 5 Roof...................................................... ..............................6 Frame................................. ............................... 7 Section Properties .............................. ............................... 8 A <' Made in Nebraska 3 .Y� COMMENTARY ON THE DESIGN OF THE SEHLEN RIGID FLAME BUILDING SYSTEM th All structural steel members are designed in accordance with the Manual of Steel Construction, 9 Edition, of the American Institute of Steel Construction. Cold formed members are designed in accordance with the Specification for the Design of Cold Formed Steel Structural Members, 1996 Edition, of the American Iron and Steel Institute. Longitudinal wind stability is provided by cable (or rod) "X" bracing, fixed base wind columns or portal frames in the plane of the walls as required. Appropriate loads and combinations of loads are applied to the main frame and the building components (rake beams and columns, purlins, girts and panels) in accordance with the referenced code on the cover sheet. BEH LEN Sheet - of 0. BI✓ II,DL G SYSTETAIS 4025 E. 23 d Street P.O. Box 569 ® Columbus, NE 68602 -0569 U.S.A. 3 SPACES 2 12' = 36" COVERAGE I 2" 111 1 7° 13' 1 7' 111. Ic 4 5/16" X11/16' to� 2" r 7/32��� 7/32° f ¢" ; 1/8,j i/Z J I L7/8" 5/16' J 5/16" ADP -1 SECTION PROPERTIES PANEL GAUGE THICKNESS (N) WEIGHT (P.S.F) Fy (K.S.I.) Fb (K.S.I) TOP FLAT IN COMPRESSION BOTTOM FLAT N COMPRESSION Ix IN4 /FT. Sx N3 /FT Ix N4 /FT. Sx N3 /FT. 26 0.0179 0.93 80.0 36.0 0.0394 0.0446 0.0350 0.0427 M3575 Design Loads For Each Building Component 8/05/04 1:01 pm. FRONT SIDEWALL: --------- - - - - -- WIND PRESSURE /SUCTION: Wind Wind Wind Press Suct Long 13.8 -15.1 Girt /Header 17.1 -18.6 Panel 13.8 -15.1 Jamb 20.6 -20.6 Parapet BACK SIDEWALL: --------- - - - - -- WIND PRESSURE /SUCTION: Wind Wind Wind Press Suct Long 13.8 -15.1 Girt /Header 17.1 -18.6 Panel 13.8 -15.1 Jamb 20.6 -20.6 Parapet i.✓ LEFT ENDWALL: -------- - - - - -- BASIC LOADS: Dead Live Load Load 2.5 16.0 Snow Collateral Basic Wind Load Load Load Wind Ratio 35.0 5.0 15.9 0.75 WIND PRESSURE /SUCTION: Wind Wind Long Press Suct Left 13.8 -15.1 Column 13.8 -15.1 Girt /Header 13.8 -15.1 Jamb 17.1 -18.6 Panel 20.6 -20.6 .. Parapet WIND COEFFICIENTS: Surf Rafter _Wind _1 Id Left Right 1 0.00 0.00 2 -1.11 -0.65 3 -0.65 -1.11 4 0.00 0.00 COLUMN Load No Id 10 1 2 3 4 5 6 7 8 9 10 Rafter_Wind_2 DESIGN LOADS: Bracing Long Left Right Left Right Press 0.00 0.00 0.35 -0.56 0.00 -0.75 -0.29 -1.11 -0.65 0.00 -0.29 -0.75 -0.65 -1.11 0.00 0.00 0.00 -0.56 0.35 0.00 Surface Friction 0.00 0.00 0.00 0.00 & BRACING DESIGN LOADS: Dead Snow/ Rafter _Wind Brace _Wind Long Column Wind Dead Coll Live Left Right Left Right Wind Press Suct 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.75 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.60 0.60 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RAFTER DE No. Load Load Id 9 1 2 3 4 5 6 7 8 9 SIGN Li Dead 1.00 0.60 0.60 0.60 0.60 1.00 1.00 1.00 1.00 DADS: Snow/ Collat Live 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Rafter _Wind _1 Left Right 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Rafter _wind _2 Left Right 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Seis 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 -1.00 Seis 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.70 0.00 0.00 Aux Load Id Coef 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 1 1.00 2 1.00 Aux Load Id Coef 0 0.00 0 0.00 0 0.00 0 0.00 0 0.00 1 1.00 2 1.00 0 0.00 0 0.00 RIGHT ENDWALL: BASIC LOADS: Dead Live Load Load 2.5 16.0 Snow Collateral Basic wind Load Load Load Wind Ratio 35.0 5.0 15.9 0.75 WIND PRESSURE /SUCTION: Wind Wind Press Suct 13.8 -15.1 Column 13.8 -15.1 Girt /Header 13.8 -15.1 Jamb 17.1 -18.6 Panel 20.6 -20.6 Parapet WIND COEFFICIENTS: Surf Rafter _ Wind _1 Rafter _Wind_2 Bracing Long Surface Id Left Right Left Right Left Right Press Friction 1 0.00 0.00 0.00 0.00 0.34 -0.55 0.00 0.00 2 -1.09 -0.64 -0.73 -0.28 -1.09 -0.64 0.00 0.00 3 -0.64 -1.09 -0.28 -0.73 -0.64 -1.09 0.00 0.00 4 0.00 0.00 0.00 0.00 -0.55 0.34 0.00 0.00 COLUMN & BRACING DESIGN LOADS: Load Dead Snow/ Rafter Wind Brace Wind Long Column wind Aux _Load No Id Dead Coll Live Left Right Left Right Wind Press Suct Seisl Id Coef 10 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 1.00 1.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0.75 0.00 0 0.00 3 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0.75 0.00 0 0.00 4 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 5 0.60 0.60 0.00 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 6 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 7 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 0.00 8 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 0.00 9 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 10 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 RAFTER DESIGN LOADS: No. Load Snow/ Rafter _Wind _1 Rafter_Wind_2 Aux Load Load Id Dead Collat Live Left Right Left Right Seis Id Coef 9 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0 0.00 2 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 0.00 3 0.60 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 0.00 4 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 0.00 5 0.60 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 0.00 6 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1.00 7 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 2 1.00 8 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1.00 0 0.00 9 1.00 1.00 1.00 0.00 0.00 0.00 0.00 -1.00 0 0.00 RbOFDES: BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Surface Load Load Load Load Wind Ratio Friction 2.5 20.0 35.0 5.0 15.9 0.75 0.00 WIND PRESSURE /SUCTION: Wind Wind Wind Press Suct Suct_R 6.0 -17.1 Purlins 7.6 -18.7 Panels 6.9 -5.0 -10.9 Bracing PURLIN DESIGN LOADS: Surf No. Load Live, Id Loads Id Dead Collat Snow 2 13 1 1.00 1.00 1.00 2 1.00 1.00 0.75 3 0.60 0.60 0.00 4 1.00 1.00 0.50 5 1.00 1.00 0.50 6 1.00 1.00 0.50 7 1.00 1.00 0.50 8 1.00 1.00 0.50 9 1.00 1.00 0.50 10 1.00 1.00 0.50 11 1.00 1.00 0.50 12 1.00 1.00 1.00 13 1.00 1.00 1.00 3 13 1 1.00 1.00 1.00 2 1.00 1.00 0.75 3 0.60 0.60 0.00 4 1.00 1.00 0.50 5 1.00 1.00 0.50 6 1.00 1.00 0.50 7 1.00 1.00 0.50 8 1.00 1.00 0.50 9 1.00 1.00 0.50 10 1.00 1.00 0.50 11 1.00 1.00 0.50 12 1.00 1.00 1.00 13 1.00 1.00 1.00 BRACING DESIGN LOADS: Surf No. _Des Load Live/ Id Loads Id Dead Collat Snow 2 4 1 1.00 1.00 0.75 2 1.00 1.00 0.15 3 0.60 0.60 0.00 4 0.60 0.60 0.00 3 4 1 1.00 1.00 0.75 2 1.00 1.00 0.15 3 0.60 0.60 0.00 4 0.60 0.60 0.00 Wind Wind Aux Press Suct Id 0.00 0.00 0 0.75 0.00 0 0.00 1.00 0 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 6 0.00 0.00 7 0.00 0.00 8 0.00 0.00 1 0.00 0.00 2 0.00 0.00 1 0.00 0.00 2 0.00 0.00 0 0.75 0.00 0 0.00 1.00 0 0.00 0.00 3 0.00 0.00 4 0.00 0.00 5 0.00 0.00 6 0.00 0.00 7 0.00 0.00 8 0.00 0.00 1 0.00 0.00 2 0.00 0.00 1 0.00 0.00 2 Wind Wind Aux Press Suct Id 0.75 0.75 0 0.00 0.00 0 1.00 1.00 0 0.00 0.00 0 0.75 0.75 0 0.00 0.00 0 1.00 1.00 0 0.00 0.00 0 J2IGID FRAME #1: --------------- BASIC LOADS: f Basic Deft Seis Weak Dead Live Snow Collateral Wind Ratio Load L_Col R_Col 2.5 12.0 35.0 5.0 15.9 0.75 1.6 0.0 0.0 WIND COEFFICIENTS: Surf --Wind --Wind 2--- Surface Id Left Right Left Right Friction 1 0.26 -0.55 0.68 -0.13 0.00 2 -0.87 -0.55 -0.51 -0.19 0.00 3 -0.55 -0.87 -0.19 -0.51 0.00 4 -0.55 0.26 -0.13 0.68 0.00 DESIGN LOADS: -------------------- Load Coefficients ------------------- No._Des Load Live/ Live _ -- -Wind 1 -- -- -Wind 2 -- Aux Loads Id Dead Collat Snow Right Left Right Left Right Seis Id 21 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0 2 0.60 0.60 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0 3 0.60 0.60 0.00 0.00 0.00 1.00 0.00 0.00 0.00 0 4 1.00 1.00 0.75 0.00 0.75 0.00 0.00 0.00 0.00 0 5 1.00 1.00 0.75 0.00 0.00 0.75 0.00 0.00 0.00 0 6 0.60 0.60 0.00 0.00 0.00 0.00 1.00 0.00 0.00 0 7 0.60 0.60 0.00 0.00 0.00 0.00 0.00 1.00 0.00 0 8 1.00 1.00 0.75 0.00 0.00 0.00 0.75 0.00 0.00 0 9 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.75 0.00 0 10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0 11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -1.00 0 12 1.09 1.00 0.75 0.00 0.00 0.00 0.00 0.00 1.00 0 13 1.09 1.00 0.75 0.00 0.00 0.00 0.00 0.00 -1.00 0 14 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 15 1.00 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0 16 0.69 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.70 0 17 0.69 0.60 0.00 0.00 0.00 0.00 0.00 0.00 -0.70 0 18 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 19 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 20 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 21 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2 f BEHLEN BUILDING SYSTEMS 4025 E. 23 " Street P.O. Box 569 Columbus, INE 68602 -0569 U.S.A. Sheet of lee �P,( tlflllC (T1PCion Cnarifiratinn• 1 QQ,< A TQTI Cee SectionR (T)PSion .Qnaci 1QQA ATQTI DIMENSIONS SECTION PROPERTIES SECTION D BT BB L Q� R Thk. in Fy ksi WT plf AREA in2 Ix in4 Sx in3 Rx in Iy in4 Sy in3 Ry in 8Z16 8.0 2.313 2.438 0.794 60 10.250 0.0598 55.00 2.82 0.830 7.82 1.94 3.07 1.08 0.39 1.14 8Z15 8.0 2.313 2.438 0.808 60 10.250 0.0673 55.00 3.17 0.930 8.78 2.18 3.07 1.22 0.44 1.14 8Z14 IS. 0 12.3 13 2.438 0.822 60 0.250 10.07471 55.00 3.52 1.030 9.73 2.41 3.07 1.35 0.49 1.14 8Z13 8.0 2.313 2.438 0.849 60 0.250 10.0897155.00 3.0 4.22 1.2401 11.63 1 2.88 3.06 1 1.64 1 0.59 1 1.15 8Z12 8.0 12.31312.438 0.80 10.377 1OC14 60 10.250 3.5 0.1046 5500 4.93 1.450 13.50 3.35 3.05 = 0.69 1.15 70Z14 10.0 13.50013.500 IOC 22 10.0 0.988 60 0.188 0.0747 55.00 4.70 1.380 21.29 4.26 3.92 3.95 1.00 1.69 1OZ12 10.0 3.500 3.5001 I.106 1 60 10.188 10.1046155.00 6.62 1 1.950 129.82 5.96 3.91 5.79 1.45 1.72 Cee SectionR (T)PSion .Qnaci 1QQA ATQTI Eave Sections (Design ,nPC:ifir.2tinn• 199E ATQTI T GROSS PROPERTIES DINENSIONS SECTION PROPERTIES SECTION D B R L Thk. in. Fy ksi WT plf AREA in2 Ix in4 Sx in3 Rx in Iy in4 Sy in3 Ry in 8C16 8.0 3.0 0.188 0.556 0.0598 55.00 2.95 0.87 8.55 2.14 3.14 0.94 0.43 1.04 8C15 8.0 3.0 0.188 - T5 - 7 - 5 -- 70.0673 3.84 55.001 3.32 1 0.98 9.60 2.40 3.14 1.06 0.48 1.04 8C14 8.0 3.0 0.188 0.592 0.0747 55.00 1 3.68 1 1.08 10.63 2.66 3.13 1.18 0.54 1.04 8C13 8.0 3.0 0.188 0.629 0.0897 55.00 1 4.42 1.30 12.71 1 3.18 1 3.13 1 1.42 1 0.65 1 1.04 8C12 8.0 3.0 0.188 0.728 0.1046 55.00 5.20 1.53 14.90 1 3.72 1 3.12 1 1.72 0.80 1.06 1OC14 10.0 3.5 0.188 1.092 0.0747 55.00 4.70 1 1.38 21.08 1 4.22 1 3.91 1 2.33 0.94 1.30 IOC 22 10.0 3.5 0.188 1 1.228 1 0.1046 1 55.001 6.62 1 1.95 129.47 1 5.89 1 3.89 1 3.33 1.36 1.31 Eave Sections (Design ,nPC:ifir.2tinn• 199E ATQTI T GROSS PROPERTIES REDUCED SECTION PROPERTIES (Fy = 55 ksi) TOP FLANGE COMPRESSION BOT. FLANGE COMPRESSION SECTION .D in. L in. THK in. WT plf AREA in2 Ix in4 y in. Ix in4 Sx in3 y in. Ix in4 Sx in3 8E14 8.0 0.950 0.0747 4.70 1.380 15.01 4.15 1255 2.73 3.85 11.92 2.68 8E12 8.O 1.100 0.1046 6.62 1.950 20.89 4.16 18.69 4.19 3.84 17.92 4.20 10E14 10.0 0.950 0.0747 5.17 1 1.520 24.66 5.20 20.06 3.40 4.80 19.26 3.43 10E12 10.0 1.100 10.10461 7.25 1 5.24 1 31.07 5.61 4.76 29.43 5.62 3 T I � C [4.. I I j �� �