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Home My WebLink AboutAPP & TRUSS - 04-00395 - Bingham & Sons - AdditionCITY OF REXBURG BUILDING PERMIT APPLICATION 19 E MAIN, REXBURG, ID. 83440 Please ct 208 - 359 -3020 X326 If the qu PARCEL NUMBER: SUBDIVISION: 0400395 Bingham & son Addition UNIT# BLOCK# LOT# OWNER: I 1 4vM CONTACT PHONE # J S { PROPERTY ADDRESS: PHONE #: Home A 3R - 3 'ZS 1 0 Work 9$ � Cell( OWNER MAILING ADDRESS: �I y��C 3Aq CITY: APPLICANT (If other than owner) '174f 41 > Q (If applicant if other than owner, a statement authorizing applicant to act MAILING ADDRESS OF APPLICANT CITY: PHONE #: Home Work STATE: JV ZIP:1344c) for owner must accompany this application.) STATE; Cell ( O TRACTOR ` r"> C>- k . a0.), S PHONE: Home# ` f, - 9zrfork# Cell# MAILING ADDRESS: 7S le 9 011 CITY A r STATE L4 ZIP�y`�'� How many houses are located on this property? 0 Did you recently purchase this property? No Yes (If yes give owner's name) t? Is this a lot split? NO YES (Please bring copy of new legal description of property) PROPOSED USE: .S to -r�:, (i.e., Single Family Residence, Multi , 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 revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 18 ays. Signature of ZIP 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: Permit# Parcel Acres: Front Footage (if applicable) SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building) First Floor Area !U U Unfinished Basement area Second floor /loft area Finished basement area Third floor /loft area Garage area Shed or Barn Carport/Deck (30" above grade)Area Remodel (Need Estimate) $ v U PLUMBING PLUMBERS NAME CITY STATE ZIP FIXTURE COUNT CLOTHES WASHING MACHINE DISHWASHER FLOOR DRAIN GARBAGE DISPOSAL HOT TUB /SPA SINKS (Lavatories, kitchens, bar, mop) WATER METER COUNT ADDRESS PHONE ( SPRINKLERS TUB /SHOWERS TOILET/URINAL WATER HEATER WATER SOFTENER WATER METER SIZE HEAT (Circle all that apply) Gas Oil Coal Fireplace Electric Commercial Buildings & Avartments with 3 or more units Only BUILDING ESTIMATE $ PLUMBING ESTIMATE $ STORM WATER LENGTH FRONT FOOTAGE STRUCTURES DESCRIPTION USE BEDROOMS UNITS NON CENSUS OCCUPANCY IOAD EXITS SETBACKS FRONT SIDE SIDE CONSTRUCTION ROOF SANITATIONMETHOD HEAT FLOOD ZONE FENCE TYPE OCCUPANCY BACK I 2 OCT. 25.2004 11 :20AM "'NO. 711 -- P.4i4 ---- --- Job — — " —_ Truss — Trues Type Ply REX. /30X32 /10.11 /JR(IDh9 Q1618 A16 �HOWE -- ----- — — —..— STOCK - COMPONENTS -IF, Idaho Falls, ID 83403, Eric — - _ _Job Reference (�t,alL — -- — B,900 s Sep 17 2004 MITak Industries, Ina. Mon Oot 25 71 ;18:27 8004 Page 1 2.0.0 2.0 - 0 Scale =1 :57.7 1s -0.0 4,00 12 w 3x4 = 30.0 171 LO —..1 (psi T 30 � . —... — — _ - -•— — = —_ — — : TOLL LOADING 35,0 SPACING (Roof Snow =35,0) Plates Increase 2 -0.0 1.16 CSI TC 0,65 DEFL Vert(LL) _— — —,— — in (lot) I /def! Ltd PLATES GRIP -0,07 ( 44 Lumber TCDL 8,0 Lumber Increase BCLL Rep Stress Incr 1,16 Be 0.21 Vert(%) 17 n/r 120 MT20 197% -0.06 17 n/r 80 0.0 BCDL — 8,0 Code IRC2000 /ANSI85 YES WE 0.12 (Matrix) Mo ra (T L) 0.00 16 n/a n/a — — LUMBER ... — - - -- — •— • -- - -��— Welght: 114 lb - - -- — -- • -- .._.. • - -•• —• -• — —•— TOP CHORD 2 X 4 SPF No.2 BRACING — — ,.— .._._. 130T CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 6 -0.0 cc purllns, OTHERS 2 X 4 SPF Stud /Std Ri Id calling direct/ BOT CHORD g 9 y applied or 10.0.0 cc bracing. REACTIONS 0b /size) 2 =383/300 -0, 16 =383/30 -0-0, 26L 28= 204/30.0.0, 27= 204/30.0.0, 28 =204130 -0.0, 29- 203130.0.0, 300209/30.0.0, 31= 200/30.0.0, 23= 204130.0.0, 22 =204/30.0 -0, 21 =204130.0 -0 20=203/30.0.0, 10=209130-0-0,19--200/30-0-0 Max Harz 2 =76(load case 7) Max Uplifl2=- 107(load case 5),16=- 116(load case 6), 26 =- 26(load case 7), 27=- 27(load case 5), 28 =- 27(load case 7), 28 22(load case 5), 30 =- 42(load case 7), 31 =- 16(load case 9), 23=- 24(load case a), 22e- 27(load case 6), 21=- 27(load case 8), 20=- 22(load case 6), 19=- 42(load case 8 ),18= -%load case 9) Max Grav2 =676(load case 2), 16a578(load case 3), 26 =198(load case 1), 26= 311(load case 2), 27e case 2), 28= 299(load case 2), 2 6 =294(load case 2), 30 =308(load case 2), 31&:282(load case 2), 23ft311(load case 3), 22 =296(load case 3), 21 =299(load case 3), 20t294(load case 3), 19 =308(load case 3), 18= 282(load case 3) FORCES (Ib) - Maxlmum Compression /Maximum Tension TOP CHORD 1 -2 =0183, 2- 3 =- 67142, 3. 4=•52149, 4.6 =- 50/61, 5.6 =- 60/74, 0-7--50/87, 7.8 -- 50/101, 0-9=-54/113, 8.10 =- 54/111,10.11=- 50/92, 11.12 = - 50/71, 12.13 =- 50/61, 13.14 = 50/34, 14.16= {2132 15-10--87/42, 16.17 =0/83 , BOT CHORD 2.31 =0/66, 30 -31 =0/66, 29.30 =0165, 2 8- 29 2 0 /65, 27.28 =0165, 26.27 =0/68, 25.26 =0/65, 24.28 =0/65, WEBS 23.24mO/66, 22.23 =0/65, 21. 22=0166, 20.21 e0/65, 19 -20 =0/65, 18 -19 =0/65, 16.18 =0/68 9 -25=- 166/0, 8.26 = - 278144, 7.27 = - 263/46, 6 -28= •265145, 9-20 = 46 7/44,4-30=460/50, 3-31= •291136 10 -23 =- 278/43, 11.22 263/46, 12.21et- 266/45, 13.20 =•267/44, 14 -19 =- 260/50,16 -18=- 291/36 N OTES 1) Wind: ASCE 7.98; 90mph; h =25ft; TCDL=4,8psf; BCDL =4.8psf; Category II; Exp C; enclosed; MWFRS interior zone; Lumber DOL =1.33 plate grip DOLol.33. 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), sea MITek "Standard Gable End Detail" 3) TCLL: ASCE 7 - 98; Pf =35.0 psf (flat roof snow); Exp C; Fully Exp. loads have been considered for this design. 16.0.0 4x4 = . A V, low 60 as 27 26 25 24 23 22 21 20 19 18 4x4 = A A Al Al Al Al �Al bsZ'd TTZ'ON WUGT:TT VMO 'SZ'1o0 OCT.25.2004 11 Job Trues 7TrU&&. Q,1619 Al STOCK COMPONENTS -IF, Idaho Falls, lD 83403, Erie NO. 711 P.3 /4 Qty Ply REXJ30XM/10 11 /JR(ID)H 18 1 Jo _Reta • rBnee,�optio I) � 6.100 s Sep 17 2004 MITak Industries, Inc. Mon Oct 25 19 ;87 2004 Page 1 -2 -0.0 6.8 -8 10.3 -4 15 -0.0 19 -6 -12 24-5 -8 30-0-0 32.0.0 2.0.0 6.8.8 4.8 -12 4.8.12 4.8.12 4.8 -12 8.64 2.0.0 Scale = 1:57.7 4x6 = 4.00 FIT i La f O 30 = 4x6 = 3x8 = 3x4 = 7.10-1 15.0-0 i 22-1-2 30.0.0 P late O�f�sets (X Y_�; LOADING (psf) TCLL 35.0 (Roof Snow-36.0) TCDL 8.0 BCLL 0.0 BCDL___ _ 8.0__ LUMBER TOP CHORD ROT CHORD WEBS 7 -10.14 to q- I' X 4 SPF No.2 X 4 SPF 1660F 1.6E X 4 SPF Stud /Std 7.10.14 7.1 -2 7 -1.2 BRACING TOP CHORD Sheathed or 2.2.8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb /size) 2=170410-3.8,8=1704/0-3-8 Max Hom 2 = 75(lood case 7) Max UPIIft2 =- 197(lood case 5), 8 =497(load case 6) Max Grav2 =2076(load case 2), 8 =2079(load case 3) FORCES (lb) - Maximum Compression/Maxlmum Tension TOP CHORD 1.2 =0 /83, 2.3=.4263/266, 3.4=- 36351218, 4-9-.24281185, S-6e!- 24281185, 6.7-3636/216, 7- 8■- 42631268, 8.8 =0183 BOT CHORD 2.13 -- 239/3914,12 -13e. 163/2998, 11.12 108/2998, 10 -11 108/2898, 6 -10e- 182/3914 WEBS 3.13 691/109, 4.13 =0 /630, 4.12 = - 12601120, 6.12 =•38/1081, 6- 12= 4250/121, 6.10 = 0/630, 7-low-6911109 NOTES 1) Wind: ASCP 7.88; 90mph; h =26ft; TCDL=4.9psf, 13CDL=4.Spsf; Category II; Exp C; enclosed; MWFRS Interior zone; Lumber DOLc1.33 plate grip DOL =1.33. 2) TCLL; ASCE 7 -98; Pf =35,0 psf (flat roof snow); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 1.00 tithes flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. S) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 2 and 197 lb uplift at joint 8. R-A i LOAD CASE(S) Standard WAV - 13 12 11 10 5x8 = SPACING 2.0-0 CSI DEFL In (loc) I /deft L/d PLATES GRIP Plates Increase 1.15 TC 0.76 Vert(LL) -0.3212.13 x888 240 MT20 1871144 Lumber Increase 1.15 BC 0.77 Vert(TL) -0.49 12 -13 >728 180 Rep Stress Incr YES WB 0.82 Horz(TL) 0.15 8 n/a n/a Code IRC20001ANSI95 _ _ (Matrix) Weight; 109 lb X 4 SPF No.2 X 4 SPF 1660F 1.6E X 4 SPF Stud /Std 7.10.14 7.1 -2 7 -1.2 BRACING TOP CHORD Sheathed or 2.2.8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS (lb /size) 2=170410-3.8,8=1704/0-3-8 Max Hom 2 = 75(lood case 7) Max UPIIft2 =- 197(lood case 5), 8 =497(load case 6) Max Grav2 =2076(load case 2), 8 =2079(load case 3) FORCES (lb) - Maximum Compression/Maxlmum Tension TOP CHORD 1.2 =0 /83, 2.3=.4263/266, 3.4=- 36351218, 4-9-.24281185, S-6e!- 24281185, 6.7-3636/216, 7- 8■- 42631268, 8.8 =0183 BOT CHORD 2.13 -- 239/3914,12 -13e. 163/2998, 11.12 108/2998, 10 -11 108/2898, 6 -10e- 182/3914 WEBS 3.13 691/109, 4.13 =0 /630, 4.12 = - 12601120, 6.12 =•38/1081, 6- 12= 4250/121, 6.10 = 0/630, 7-low-6911109 NOTES 1) Wind: ASCP 7.88; 90mph; h =26ft; TCDL=4.9psf, 13CDL=4.Spsf; Category II; Exp C; enclosed; MWFRS Interior zone; Lumber DOLc1.33 plate grip DOL =1.33. 2) TCLL; ASCE 7 -98; Pf =35,0 psf (flat roof snow); Exp C; Fully Exp. 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for 1.00 tithes flat roof load of 35.0 psf on overhangs non - concurrent with other live loads. S) This truss has been designed for a 10,0 psf bottom chord live load nonconcurrent with any other live loads, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 2 and 197 lb uplift at joint 8. R-A i LOAD CASE(S) Standard WAV - 13 12 11 10 5x8 =