HomeMy WebLinkAboutBP & DOCS - 05-00238 - M-CO Inc - AdditionZ
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CITY OF REXBURG
BUILDING PERMIT APPLICATION
19 E MAIN, REXBURG, ID. 83440
208-359-3020 X322
PARCEL NUMBER: R
SUBDIVISION:
PERMIT #
Please complete the entire Application!
If the question does not apply fill in NA for non applicable
`~ a (P5~ (We will provide this for you)
UNIT# BLOCK# LOT#
(Addressing is based on the information -must be accurate)
OWNER: 1" l - GQ /'HG CONTACT PHONE # 2 O ~ - ~~~ ~- LGIJ~
PROPERTY ADDRESS: 2`l7 //~ ~.~~ ,~utS7~
PHONE #: Home ( ) Work (Zo~}~~ ~lD~ Cell ( )
OWNER MAILING ADDRESS: PD. Bolr GD 7 CITY: < Abu STATE:1~
EMAIL ~~QT/UG Q~gcr+res~ FAX
ZIP:~~~~~
APPLICANT: (If other than owner)
(Applicant if other than owner, a statement authorizing applicant t ct agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS CITY:
STATE; ZIP EMAIL FAX
PHONE #: Home
Work
Cell
CONTRACTOR: - GO i~ ~
MAILING ADDRESS: Z ~7. ~~ ,~ ,~ CITY ~~u.r STATE ZIP ,3y
PHONE: Home# _~ ~ a ~ ' 81 °`L Work# 3,5~ !!D.~ Cell#
EMAIL
How many buildings are located on this property?
Did you recently purchase this property? No Yes (If yes give owner's name)
Is this a lot split? NO YES (Please bring copy of new legal description of property)
PROPOSED USE: ~h9l~YIr~C ~~ h J~'IG
(i.e., Single Family Residence, Multi Family, Apartments, Remodel,
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 pennit 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 180 days. f-~
of Owner/Applicant
~/~/ a$
DATE
Do you prefer to be contacted by fax, email o phone. Circle One
WARNING -BUILDING PE ST 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 at time of application** **Building Permits ar~ if you check does not clear**
Please complete the Mire Application!
If the question does not apply fill in NA for non applicable
NAME
PROPERTY ADDRESS
SUBDIVISION
Dwelling Units:
SETBACKS
FRONT
SIDE
Parcel Acres:
SIDE BACK
Remodeling Your Building/Home (need Estimate) $ /Z40. ~ -
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
Unfinished Basement area
Finished basement area_
Garage area
Carport/Deck (30" above g
Water Meter Count:
Water Meter Size:
Required!!!
PLUMBING
Plumbing Contractor's Name:
Address
City
Business Phone:
Fax
Contact Phone: ( )
Email
FIXTURE COUNT (including roughed fixtures)
Clothes Washing Machine
Dishwasher
Floor Drain
Garbage Disposal
Hot Tub/Spa
Sinks
(Lavatories, kitchens, bar, mop)
~ Plumbing Estimate $
(Commercial Only)
Sprinklers
Tub/Showers
Toilet/LJrinal
Water Heater
Water Softener
Required! Signature of Licensed Contractor License number Date
The City of Rexburg's permit fee schedule is the same as required by the State of Idaho
Business Name:
State Zip.
Permit#
4
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07/19/05 TUE 14:24 FA% 208459
Job Truss ~ Truss Type
807116-5 A2 QUEENPOST
BMC WEST TRUSS
' Qty ~Y
I4
;IDAHO FALl.Sj, IDAHO FALLS, ID 83402
-1-0-0 2-3-15 3-6-0 48-1
1-0-0 2-3-15 1-2-1 1-2-1
4x4 MI120=
C
2.80 12
JOHN L . STE(NER 1 AVM ~11NG
_J
Job Reference Ioctional)
6.200 a Feb 21 20D5 taFTek industrn. ~, Inc. Tue: Jul 10 15:20 34 20 ' P ~'g= t
T-0-0 L- 8• ~-a
2-3-15 ~ 1-J-0
Sc- . = 1.L:.5
T1 D
8 T1 _.
1_ E ro
1 -_
~" ~ j C
F
1.5x4 M1120 I I
3;iMIl20=
3x4MII20-
3-6-0 T-0-O -I
3..6-0 - 3-6-0 _ __ _ -
LOADING (pat)
SPACING 2-0-0
CSI
17
TC 0 DEFL
Vert(LL) in (loc) Udell Lrd
01 F >999 240
0 PLA"-ES G ;IP
MI12 1`.'?/144
TCLL 35.0
TCDL 7
0 Plolee Increase
Lumberinasese 1.15
1.t5 .
BC 0.14 VeA(TL) .
-0.03 F >899 180
.
BCIL 0.0 8eP Straec Ina NO WB 0.07 Horz(TL) 0.01 D Ne Na
Weic'it;181b
BCOL 7.0 Code IRC20D311"Pt2002 (Matrix) _ ---- --
LUY6ER 2) YVind: ASCE 7-88; 90mph; fi=258;
TOP CHORD 2.X 4SPF 16,rOF 1.5E TCDLwt2pwf; BCDL~4.2psi; Category 11; Exp C;
BOT CHORD 2X4 SPF 1650E 1.5E endowed: MWFRS gable end zone: cantAever left
WEBS 2 X4 SPF StutllStd and right exposed :Porch Iclt and right exposed;
Wmber DOL=1.33 plate grip DOL=1.33.
BRACING 3) This truss has been designed es per IBC Seel,
TOP CIfORD 1605.3.1.1 Load reduction, for muidpie Ave loads.
Structural wood eheaMing directly applied or 6.0.0 4j Thk fruea hew been deeipned for a 10.0 psf
oc pudine, badom dwrd Iive toed nonwrx:rment with any
BOT CHORD other Ave beds.
Rigid ceAing dfredly applied or 10-0-0 oc hradrq, 5) Tnis Wws repures plate iruspectien per the
Tooth Court Method when this truss Is d,osen for
REACTIONS (Ibhize)
g = 347/058 qualky assurance Inspection.
6) Provide mechanical connaCliOn (by otheB) of
p = 347!0-5-8 W ws to bearing plate capable of wflhwtanding 210
AAeut tiotz Ib upltR at joint 8 and 2101b upliR at Jdnt D.
- 24(bed case B)
- ~ TMs Vucc Ie dealgned In aceordenca with the
Max Uplift
' 2003 Intemafiorol Reaiderdial Cade eeeliana
g = -210(bed case 4) .8502,11.1 and 8802:102 end refarerxed
p = -210(batl case 5) standard ANSVTPI 1.
Max Grav
g = 427(loed case 2j
p 427(bed case 2) L~~SE(S)
.
FORCES (Ib)
Maxirt+um ComprosaionlMaximum Tendon
TOP CHORD
A-B 0/18
g.C = .5891247
C-D = -569!246
D-E ~ 0118
BOT CHORD
8-F a -2181532
D-F = -2191532
NIEBS
C-F = 811128
NOTES
1) tMbelanced roof Iive bads have bean considered
fortMs design.
07/19/05 TUE 13:53 FAg 2086459 BMC 9oEST TRUSS `` - ''('(-~
TNw6 ~TrussType ~Y 'PIY JO F.STEINERlA1`1NING
Job
$07116-5 IA1 QUEENPOST 4 ~ _ _
Job Reference -one!
8.200 s Fab 21 2006 tvSTak Indust as, Inc. Tc ~ Jut 19 14:4::47 2''~ ` P acc 1
8MC WEST (IDAHO FALLS), IDAHO FALLS, ID 83402
1-0 5-2-15 9-4-0 13-5-1 13-8-0 -~-;_%' 8'{_I
4-1-1 5.2-15 ' <,l-
1-0-0 5-2-15 4-1-1 3 . - ~ - r:3.o
0
3x$ MI120-
9-4-0
9-4-0
LOADSNG(psf)
TCLL 35A SPAClN6
Platew tntyeese 2-0-0
1.15 CSI
TC 0.36
T.':r7L 7.0
L 0.0
13CI Lumber trxxaswe
RaP 3treew Incr 1.15
NO l3C 0.63
WB 0.33
.
BCDL 7.0 Code IRC20031'fP12002 (-+~~)
LUfdOER
TOP CHORD 2 X 4 SPF 1850E 1.5E NOTES
1) Unbalenoed roof INa loads haw been
BOT CHt'ntD' 2 X 4 SPF 1650E 1.5E
WEBS 2 X 4 SPF StuNStr! considered for tNa design.
2} NAnd: ASCE 7-06; 90mph; h=25R;
TCDL=4,2paf, BCOl~.2psi: CatagaY tl; E~ C~
BRACING endowed: aAVVFFiS gable and zone: cenWever left
end right exposed : P~ left and right exposed:
TOP CHORD
Stnrcl+ual wood stxisdrirg direc5y applied or Lumber DOL=1.33 P~ gdP ~t=1.33.
3-11-15 oc purirrw• 3) This truss haw been designed as per tl3C Sect.
'
BOT CHORD rve badw.
1805.3.1.1 Load !eduction, for multlple I
algid oeltkg directly applied w 8.5-9 oc bradng. 4) Thb tri8s hew been designed fore 10A psi
bottom ehoM Iiw load nonconcunent N1M any
REACTItk1S (Iblsize)
g = 817/0-b-8 dher llw !Dade.
5) TNa tniea requhes Plats inspection Pat' the
F = 81710-6.8 Tooth Count Metl+od wt+an tfm truss iw cttowen for
g~ Florz _ ~8(load case 7) awstaence brePectiOn.
6 P o de mechedcel conned (by othere) of
tic Uplift tnuss m baerln9 plate caoade of wlthstandng 481
9 = -461{load case 4) Ib upAR at )oiM S and 451 Ib uplHt at jokd F.
F = -481(load case 5) 7) This trues is dealgned In axardence wi0t the
Max Orav 2003 finema8onal Reaidentlel Code setltona
g = 996(load eras 2) 8502.11.1 and 8602.102 and re4erux.'ed
F = 998(IOad ease 2) standard ANSYTPo 1.
FORCES (Ib}
Maximum CompressiordMeximum Tenwbn ~~ S)
TOP CHORD
A-B = a+a
B-C = -2707/1124
C-0 _ -2D19/680
D-E -2019!860
E•F = -2707!1125
F~ = 0116
80T CHORD
g.H = -1092/2380
F-H ~ -105212560
wet3,s
C-H = -7611322
D-H = -269/498
Eai = -7611323
280 12
sxb W1112o=
0
1.5x4 M820= 1.5x4 M1120
E
C
-•
-~~ _
-fl g ~ ' _J
~A H 3x5 a :120=
3x5 Muzo=
DEFL fn (bc) Udedl Ud
Vert(LL) 026 &H >571 240
Vert(fl) -0.36 B-H >588 180
tbrc(TL) 0.06 F n!e de
18-8-0 ~
PLATES G P
Mtl2' 1:'.7!744
wek .tl:: 66 ib _ ~ - - --