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Home My WebLink AboutAPPLICAITON & TRUSS - 02-00029 - L & L Legacy Apartments - RemodelBUIL PERMIT APPLICA THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER L h O y BUILDER r l 4 t STRUCTURE: 0 NEW / 0 RESIDENCE FOOTINGS 0 CONCRETE 0 MASONRY 0 OTHER REMARKS: 0 COMM. 14 REMODEL ❑ EDUCATIONAL FOUNDATION O CONCRETE O MASONRY 0 OTHER BASEMENT 0 PARTIAL 0 FULL 0 NO FLOORS 0 WOOD 0 CONCRETE O OTHER EXT. WALLS 0 WOOD 0 MASONRY 0 CONCRETE 0 VENEER 0 METAL 0 STUCCO INT. WALLS ❑ WOOD 0 MASONRY 0 CONCRETE 0 DRYWALL O PLASTER 0 TILE CEILING 0 WOOD O DRYWALL 0 PP ASTER 0 ACOUSTIC 0 OPEN ROOF HEAT 0 BUILT UP. ()GAS 0 WOOD SH. 0 OIL rgit'COMP. SH. 0 COAL 0 TILE 0 FIREPLACE ❑ ROLL ROOF. 0 ELECTRIC 0 METAL This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and' specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. DEPARTMENT OF BUILDING & ZONING VALUE FEE PAID BUILDING INSPECTOR JOB ADDRESS ARCHITECT O ADDITION 0 GOVT 0 RELIGIOUS 0 REPAIR 0 FENCE 0 PATIO ,I 49/4 /f C4 No pj WHITE-Owner's Copy CANARY - Building Department's Copy PINK REXBURG, ID DATE PHONE DESIGNER ❑ RENEWAL 0 CARPORT Copy GOLDENROD - Inspector 0 FIRE DAMAGE 0 GARAGE 0 AWNING INSBLATED cWALLS OCEILING 0 FLOORS O PERIMETER 16, 00 CASH CH APPLICANT ADDRESS APPLICATION FOR BUILDING PERMIT C1TY OF REXBURG, IDAHO Date of Application 77/ °°*1 Permit No. R- - 0 I° OWNER Name L 6 L � c Site Address 027 � e 11(P iJ Mailing Address City /State /Zip �Q )1�,� , T,Q Telephone/Fax/Mobile CONTRACTOR Name 10--/ ifei Mailing Address 01 1 /J� f &-rGL City /State /Zip y a Jet, Telephone/Fax/Mobile PROJECT INFORMATION DEPARTMENT APPROVAL Property Zone: GO IMAA Is existing use compatible with zoning, (screening parking, etc) Cv1'l ✓ When was this building last occupied Architect/ Engineer Firm Subdivision Plan Name Lot Block Circle One Residenti Commercial Educational Government Remodel Other Circle One New House Circle One Basement: None/ Finished / Unfinished Lot Square Footage Lot Width Square Feet Garage Square Feet Number of Stories Height of Building What will structure be used for: Home Home Business Apartme Commercial) Other Will there be an apartment? Total Estimated Cost 1 10 cj Are you in a flood plain Signature of Applicant Building Permit Fees 0 Plan Check Fees Code /9 ?? &R 6-- Zone C gi Building Type V /V Addition/Remodel to House New Commercial C C ercial Remode Other: None/ Patio/ Carport/ Awning N/A If so, how many units Plumbing Permit Fees Digging Permit Fees Water & Sewer Fees Front Footage Fee TOTAL $ Signature of Inspector ' Issued by Job Truss Truss Type Qty Ply 06004 -02 A2 QUEENPOST 12 1 (optional) BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 BCDL 8.0 -2 -0 -0 2 -0 -0 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.6E BOT CHORD 2 X 4 SPF 1650F 1.6E WEBS 2 X 4 SPF Stud /Std BRACING TOP CHORD Sheathed or 5 -3 -8 oc purins. BOT CHORD Rigid ceiling directly applied or 9 -4 -1 oc bracing. REACTIONS (Ib /size) B = 1061/0 -5-8 F 1061/0-5-8 Max Horz B = 15(load case 5) Max Uplift B = - 453(load case 5) F = - 453(load case 6) Max Grav B = 1183(load case 2) F = 1183(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 27 B-C = -1785 C -D = -1319 D-E = -1319 E -F = -1785 F -G = 27 BOT CHORD B -H = 1682 F -H = 1682 WEBS C-H = -468 D-H = 501 E -H = -468 5 -0 -9 5 -0 -9 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97 /ANSI95 8 -8 -8 8 -8 -8 LOAD CASE(S) Standard CSI TC 0.72 BC 0.61 WB 0.30 8 -8 -8 3 -7 -15 4x4 = D NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per UBC97 /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Design load is based on 35.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) Overhang has been design for 2.00 times live load + dead load. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-3, UBC -97. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 453 Ib uplift at joint B and 453 Ib uplift at joint F. 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. 12 -4 -7 3 -7 -15 DEFL in (loc) Vdefl Vert(LL) -0.12 B-H >999 Vert(TL) -0.21 B-H >968 Horz(TL) 0.04 F n/a 1st LC LL Min Vdefl = 240 17 -5 -0 8 -8 -8 PLATES MI120 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Jun 04 10:04:03 2002 Page 1 Weight: 58 Ib 17 -5 -0 5 -0 -9 GRIP 197/144 19 -5 -0 2 -0 -0 scale = 1:25.8 Job 06004 -02 BMC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402 LOADING (psf) TCLL 35.0 TCDL 8.0 BCLL 0.0 BCDL 8.0 354 Truss Al LUMBER TOP CHORD 2 X 4 SPF 1650F 1.6E BOT CHORD 2 X 4 SPF 1650F 1.6E OTHERS 2 X 4 SPF Stud/Std BRACING TOP CHORD Sheathed or 6 -0 -0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. REACTIONS (lb /size) A = 165/17 -5 -0 G J = 190/17 -5 -0 K = 398/17 -5-0 1 H = 398/17 -5 -0 Max Horz A = - 11(load case 6) Max Uplift A = - 13(load case 5) G K = - 28(load case 5) L 1 = - 28(load case 6) H Max Gray A = 191(load case 2) G J = 190(load case 1) K L = 466(Ioad case 2) 1 H = 466(load case 3) FORCES (Ib) - First Load Case Only TOP CHORD A -B = 51 - 165/17 -5 -0 SPACING 2 -0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC97 /ANSI95 145/17 -5-0 145/17 -5 -0 = - 14(load case 6) _ - 57(load case 5) ▪ - 57(load case 6) = 191(load case 3) = 171(load case 2) = 171(load case 3) Truss Type ROOF TRUSS 8 -8 -8 8 -8 -8 1.554 II CSI TC 0.30 BC 0.10 WB 0.10 (Matrix) 1.554 II TOP CHORD B-C = -54 C -D = -40 D-E = -40 E -F = -54 F -G = -43 BOT CHORD A -L = 10 K -L = 10 J -K = 10 I -J = 10 H -I = 10 G-H = 10 WEBS D-J = -150 C -K = -128 B-L = -334 E -I = -128 F -H = -334 NOTES 1) This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 7.0 psf lop chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per UBC97 /ANSI95 If end verticals exist, they are not exposed to wind. If cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2 -0-0 00. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 13 Ib uplift at joint A, 14 Ib uplift at joint G, 281b uplift at joint K, 57 Ib uplift at joint L, 28 Ib uplift at joint I and 57 Ib uplift at joint H. 7) This truss has been designed with ANSI/TPI 1 -1995 criteria. 454 = 1.554 II 17 -5 -0 17 -5 -0 Qty 1 DEFL in (loc) I /deft Vert(LL) n/a - n/a Vert(TL) n/a - n/a Horz(TL) 0.00 G n/a 1st LC LL Min Vdefl = 240 LOAD CASE(S) Standard Ply 1.5x4 II (optional) 1.554 II PLATES M1120 4.201 SR1 s Nov 16 2000 MiTek Industries, Inc. Tue Jun 04 10:04:02 2002 Page 1 17 -5 -0 8 -8 -8 Weight: 48 Ib GRIP 197/144 354 Scale = 1:20.8 a ct