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Home My WebLink AboutAPPLICAITON & DOCS - 03-00056 - Zions Bank - RemodelBUIL G PERMIT APPLICA REXBURG, ID DATE j , � ' No THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER BUILDER STRUCTURE: O RESIDENCE FOOTINGS 0 CONCRETE ❑ MASONRY o OTHER REMARKS: DEPARTM VALUE FEE PAID BUILDING INSPECTOR `O NEW ee 49 JOB ADDRESS : F" PHONE DESIGNER ❑ RENEWAL ❑ EDUCATIONAL 0 GOVT O RELIGIOUS O FENCE 0 PATIO O CARPORT BASEMENT ARCHITECT `^g.- a , ❑ ADDITION O REPAIR APPLICANT ADDRESS WHITE - Owner's Copy CANARY Department's Copy PINK - Assessor's Copy GOLDENROD - Inspector ❑ GARAGE 0 FIRE DAMAGE FOUNDATION O CONCRETE ❑ MASONRY O OTHER O PARTIAL ❑ FULL NO FLOORS ❑ WOOD O CONCRETE O OTHER EXT. WALLS ❑ wooD O MASONRY O CONCRETE O VENEER O METAL ❑ STUCCO INT. WALLS 0 WOOD O MASONRY O CONCRETE O DRYWALL O PLASTER ❑ TILE CEILING ❑ WOOD O DRYWALL O PLASTER ❑ TILE ❑ ACOUSTIC O OPEN ROOF 0 BUILT UP. ❑ WOOD SH. 0 COMP. SH. O TILE O R^ROOF. AL HEAT 0 0 O GAS OIL COAL FIREPLACE ELECTRIC ❑ AWNING INSULATED o WALLS 0 CEILING O FLOORS O PERIMETER 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. ENT OF BUILDING & ZONING 0 CASH CI CHECK CITY OF REXBURG SEP 8 2002 RAID CASH $ CHECK$ DATE Date of Application / .)c9/L9. OWNER Name Site Address Lot Square Footage Code Zone - 17 &A Mailing Address City /State /Zi Telephon /Fa / obile CONTRACTOR Name Mailing Address City /State /Zip Telephone/Fax/Mobile Signature of Inspector Issued by D, Building Type APPLICATION FOR BUILDING PERMIT CITY OF REXBURG, IDAHO /4 '�"lPla 4< f : 44 2 - PROJECT INFORMATION DEPARTMENT APPROVAL Lot Width CITY OF REXBURG SEP 8 2003 P AID CASH $ CHECK$ Are you in a flood plain Permit No. Property Zone: Is existing use compatible with zoning, (screening parking, e When was this building last occupied Architect/ Engineer Firm Plan Name Subdivision Lot Circle One Residential ( Commercial Educational Government Remodel Other Block Circle One New House Addition/Remodel to House New Commercial Commercial Remod Circle One Basement: None/ Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A Square Feet Garage Square Feet Number of Stories Height of Building What will structure be used for: Home Home Business Apartment Commercial Other Will there be an apartment? If so, how many units Total Estimated Cost ohm CTUa Signature of Applicant =Cif, *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Building Permit Fees Plan Check Fees 32. t Plumbing Permit Fees Digging Permit Fees Water & Sewer Fees Front Footage Fee TOTAL $ 355 4_ G R OUP P..r G R O U P Luc ENGINEERING • PLANNING • MANAGEMENT Owner- Project By e ' Date yt- Chk'd By Date Rev. By Date Project No. Sheet / of f (_ , DYER o a o u r��. G R O U P i.L.c ENGINEERING • PLANNING • MANAGEMENT Owner- Project By Date Chk'd By Date Featurr Rev. By Date Project No. Sheet of r ( G R O U P i i.c ENGINEERING • PLANNING • MANAGEMENT Owner - Project By Date Chk'd By Date Feature Rev. By Date Project No. Sheet ( G GROUP U P, G R O U P t.ic. ENGINEERING • PLANNING • MANAGEMENT Owner- Project .IO // By Date Chk'd By Date Feature 7 Rev. By Date Project No. Sheet A i of tih- J (DYER G R O U P ,ic ENGINEERING • PLANNING • MANAGEMENT Owner - Project By Date Chk'd By Date Feature Rev. By Date Project No. Sheet of O F2599 Al Anderson Components - W, Idaho halls, IU 83403, Dan 7 Iv 0 5x5 8 -3 -9 12 -10 -9 17 -5 -8 i 22 -0 -8 26 -7 -8 31 -2 -8 35 -9 -8 40 -4 -7 44 -11 -7 � 53 -3 -0 8 -3 -9 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 6x18 4x 6x18 2 . 1 4x6 y 4x5 8x12.5 MI116* 5 4 runs ype SCISSORS 8 Job Reference (optional) 5 100 s May 30 2003 MI 1 ek Indus nes, Inc. Wed Jul 23 12:16:20 2003 Image 1 5.0017T 21 22 4x6 6x16 MII20Hs 4x4 20 3x6 2.50 5x6 = 7 6 8 19 6x8 = 4x4 LUMBER BRACING TOP CHORD 2 X 6 SPF No.2 `Except* TOP CHORD T1 2 X 6 DF 2400F 2.0E, T1 2 X 6 DF 2400F 2.0E BOT CHORD 2 X 4 SPF 1650F 1.5E *Except* BOT CHORD B1 2 X 4 SPF No.2, B4 2 X 4 SPF No.2 JOINTS WEBS 2 X 4 SPF Stud /Std *Except* W7 2 X 4 SPF No.2, W6 2 X 4 SPF 2100F 1.8E, W4 2 X 4 SPF No.2 W1 2 X 4 SPF No.2, W4 2 X 4 SPF No.2, W6 2 X 4 SPF 2100F 1.8E W7 2 X 4 SPF No.2 SLIDER Left 2 X 4 SPF No.2 4 -9 -11, Right 2 X 4 SPF No.2 4 -9 -11 8 3x6 = 4x6 _ 16 6x16 MI1201-1_ 8x12.5 MII16� 4x59 4x6 10 11 REACTIONS (Ib/size) 24= 1502/15 -2 -0, 23= 11151/15 -2 -0, 15= 11157/15 -2 -0, 14= 1498/15 -2 -0, 1= 1269/15 -2 -0, 13= 1269/15 -2 -0 Max Horz 1= 1023(load case 7) Max Uplift24=- 700(load case 7), 23=- 1954(load case 7), 15=- 1520(load case 8), 14=- 740(load case 8), 1=- 484(load case 8), 13=- 410(load case 8) Max Grav24= 3126(load case 2), 23= 14131(load case 2), 15= 14139(load case 3), 14= 3121(load case 3), 1= 2057(load case 2), 13= 2056(load case 3) FORCES (lb) First Load Case Only TOP CHORD 1 -2 =2168, 2 -3 =6012, 3-4= -6015, 4 -5= -5513, 5 -6= -9258, 6 -7= -8898, 7 -8= -8898, 8 -9= -9256, 9 -10= -5508, 10 -11= -6010, 11 -12 =6023, 12 -13 =2171 BOT CHORD 1 -24= -1452, 23 -24= -1439, 22- 23= -5340, 21 -22 =5211, 20 -21 =5269, 19 -20 =8381, 18 -19 =8379, 17 -18 =5263. 16- 17= 5221,15 -16 =- 5350,14 -15 =- 14 -14 -1455 WEBS 2 -24= -995, 2 -23= -3827, 3 -23= -9593, 3 -22= 10736, 5 -22= -4819, 5 -20 =3412, 6 -20= -1760, 6 -19= -383, 7 -19 =4247, 8 -19 =- 381, 8-18=-1762, 9-18=3416, 9-16=-4821, 11-16=10742, 11-15=-9597, 12 -15= -3834, 12 -14= -991 NOTES 1) 2 -ply truss to be connected together with 0.131 "x3" Nails as follows: Top chords connected as follows: 2 X 6 - 2 rows at 0 -5 -0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. Webs connected as follows: 2 X 4 - 1 row at 0 -9 -0 oc. 2) Wind: ASCE 7 -98; 90mph; h =25ft; TCDL= 4.8psf; BCDL= 4.8psf; Category 11; Exp C; enclosed;MWFRS gable end zone;Lumber DOL =1.33 plate grip DOL =1.33. 3) TCLL: ASCE 7 -98; Pf =35.0 psf (roof snow); Exp C; Fully Exp.; L= 45 -0 -0 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC -00. 6) All plates are MI120 plates unless otherwise indicated. Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700 Ib uplift at joint 24, 1954 Ib uplift at joint 23, 1520 Ib uplift at joint 15, 740 Ib uplift at joint 14, 484 Ib uplift at joint 1 and 410 Ib uplift at joint 13. 8) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 24, 23, 15, 14, 1, 13. LOAD CASE(S) Standard 6x18 4x8 1 12 8 -3 -9 6x18 (Switched from sheeted: Spacing > 2 -0 -0). 3 -10 -0 oc bracing: 1 -7, 7 -13 Rigid ceiling directly applied or 4 -7 -8 oc bracing. 1 Brace at Jt(s): 7 Scale = 1:90.2 13 2x4 II 4x8 5x5 a 8 -3 -9 12 -10 -9 I 17 -5 -8 I 22 -0 -8 I 26 -7 -8 ' 31 -2 -8 1 35 -9 -8 I 40-4 -7 I 44 -11 -7 � 53 -3 -0 8 -3 -9 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 4 -7 -0 8 -3 -9 Plafe O e s (X,Y): [1:1�- 3 Ed461 ��0- 2.01,12:0 =7:8, 3 -0], j273- 1- 4,0 -0- -470 -3 -0T 470 -3 -0], [12:0- 1- 4,0 -2 -0], [12:67871 3 -0], [13:0- 1- 4,0 -2 -0], [16:0-6-0,0-3-0], [17:0- 3- 0,Edge], [19:0- 4- 0,0 -3 -8], [21:0- 3- 0,Edge], [22:0- 6- 0,0 -3 -0), [23:0 -4 -0,0 -3-41 LOADING SPACING 11 -0 -0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 1.00 Vert(LL) -0.25 18 -19 >999 240 MI120 197/144 TCDL 8.0 Lumber Increase 1.15 BC 0.98 Vert(TL) -0.36 18 -19 >905 180 MI120H 148/108 BCLL 0.0 Rep Stress Ina NO WB 0.82 Horz(TL) 0.19 15 n/a n/a M1116 127/82 BCDL 8.0 Code IRC2000 /ANSI95 (Matrix) Weight 505 Ib 99 00 5/8 / ELEVATION O w;th s�'.r„rs IV A.AN ?ee5 / 0-(4 b t f4fr+.5515 .sse2 Vagss`s � L14 e. 4 (ii' c.5/6) �au ER �IH e 4 am's lLX %si"tMy c Secw 2� a , p / EAST ELEVATION ' SG,4E = ve• . ; L' C L' IL' OWEST ELEVATION A 30 'xALE . /D' • L' O L' N ees Tv G F NCv) ILEr_ ELEVATIONS A3.01