HomeMy WebLinkAboutBP & DOCS - 13-00360 - 350 N 3rd W, Rigby - CarportCITY OF
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RESIDENTIAL BUILDING PERMIT APPLICATION
35 N 1*E, REXBURG,ID 83440
208-372-2326
PARCEL NUMBER: ( We will provide this for you)
SUBDIVISION:UNIT# BLOCK# LOT#
(Addressing is based on the information - must be accurate)
Parcel Acres:DwellingUnits:
How many buildings are Iocated on this property?
Didyourecendypurchasethisproperty?ENoEYes(Ifyes,listpreviousovmer'sname)
Is this a lot splt? /NO El YES @lepqbring copy of new legal description of property)
PRoPosED u5E' CtrA (o?(
(i.e., Single Family Residence, Multi Family, Apartrnents, Rcmodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNAI'IJRE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby certiff 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 truthfrrl and correct. I agree to comply with all City regulations and
State laws relating to the subiect matter of this application and hereby authorized representatives of the City to enter upon the above-mentioned property
for Purposes. NOTE: 'Ihe building official may revoke a permit on approval issued under the provisions of the 2003 International Code in
cases false statement or misrqrresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not
started 180 days. Permit void if work stops for 180 days.
WARNING - BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non-refundable and are paid in full at the time of application beginningljg4uzril,-Wf
City of Rexburg's Acceptance of the plan review fee does not constitute plan approvalr'*Building Permit Fees are due at time of application* ro*S,gilding Permits are void if your check does not clearr.*
PROPERTY ADDRESS: 35O "J
CT PHONE #
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PHONE, #: Home ZdF %8\ -Cf,4.Work Cell Z7Z OrZo6
OWNER MAILING ADDRE,SS:CITY:-STATE: ZIP:
EMAIT, FAX
APPLICANT flf other than ownet)\/
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS CITY:
STATE: ZIP- EMAIL FAX
PHONE, #: Home Wotk Cell
CONTRACTOR:
MAILING ADDRESS: CITY-STATE,-ZP
PHONE #: Home Work Cell
E,MAIT, FAX- IDAHO REGISTRATION # & EXP. DATE
Signature o f Owner/Applicant DATE
INSPECTIONry
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Req. BY
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INSPECTOR'S ACNON
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ACTION REQUIRED:
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tnspction Request: Rec'd BY
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ACTION REQUIRED:
I DISAPPROVED
il NOT APPLICABLE
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Scale = 1:36.0
5-10-9 14-1
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LOADING (psf)
TCLL 35.0
TCDL 7.0
BCLL 0.0 .
BCDL 7.0
SPACING 54-O
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr NO
Code lRC2006/TP12002
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BC 0.67
wB 0.63
(Matrix)
DEFL in (loc) l/defl L/d
Vert(LL) -0.19 G >999 360
Vert(TL) -0.34 A-G >700 240
Hoz(TL) 0.09 E nla nla
Wind(LL) 0.10 G >999 240
PLATES GRIP
MT20 2201195
Weight: 107 lb FT = 20%
LUMBER
TOP CHORD 2x6 DF SS
BOT CHORD 2x6 DF SS
WEBS 2x4 DF Stud/Std
REACTIONS (tblsize) A=272210-5-8 (min. 0-2-14),
Max HozA=103(LC 3)
BRACING
TOP CHORD
BOT CHORD
E=27 221 0-5-B (min. 0-2-1 4)
2-1 1-3 oc bracing
(Switched from sheeted: Spacing > 2-0-0). Except
2-11-0 oc bracing: A-C, C-E
Rigid ceiling directly applied or 7-8-13 oc bracing.
Max UpliftA=-723(LC 5), E=-723(LC 6)
FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD A-B=-577 811245, B-C=-4306/808, C-D=-4306/808, D-E=-577 81 1247
BOT CHORD A-G=-1170/5350, E-G=-1077/5350
WEBS C-G=-1231'1416.8-G=-1587/613,D'G=-1587/617
NOTES
1 ) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 90mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (low+ise) gable end zone; cantilever
left and right exposed ; Lumber DOL=1.33 plate grip DOL=1 33
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4i - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
between the bottom chord and any other members.
5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 723 lb uplift at joint A and 723 lb uplift at joint
6) This truss is designed in accordance with the 2006 International Residential Code sections R502.1 1 .1 and R802. 10.2 and referenced
standard ANSI/TPI 1.
LOAD CASE(S) Standard
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13 00360
350 N 3'd W. Rigby - Carport
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Routing:
Y H Ted Dye (Please review by Wednesday, September 18)
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REV
il n Current Status
Please complete the following:
Review Plans
Enter Notes in the Checklist under P&Z Review in the Workflow
Enter Notes in the Checklist under Building Review in the Workflow
Update the Result
Stamp Job Site Copy as Approved
Return building plans and this check list to Amanda Saurey
Done
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Notes: