HomeMy WebLinkAbout0062826-Building (det. garage)
.
OSHK6SH
ON THE WATER
Job Address 317 IDAHO ST
CITY OF OSHKOSH
No
0062826
"
BUILDING PERMIT - APPLICATION AND RECORD
Owner
RUSSEL R FRANK ET AL
Create Date
3/19/98
Designer
Contractor OWNER
Category
150 - New Accessory Buildings-Garages (
Plan
Type
Zoning R-2
. BUilding
o Sign
o Canopy
o Fence
o Raze
Class of Const: 8
Size
Unfinished/Basement Sq. Ft.
Rooms
Height Ft.
Finished/Living Sq. Ft.
Bedrooms
Stories
U Projection I
Canopies
Garage
728 Sq. Ft.
Baths
Signs
Foundation
Poured Concrete . Floating Slab
Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Required
Flood Plain No
Height Permit Not Required
Park Dedication
Not Required
# Dwelling Units
o
# Structures
o
Use/Nature
of Work
HVAC Contractor
Plumbing Contractor
Electric Contractor
Fees: Valuation $5,721.00 Plan Approval
Issued By: ~~
$0.00 Permit Fee Paid
$35.00 Park Dedication
$0.00
Date 3/19/98
Final/O.P.
o Permit VOided I
Signature
gree to perform all work pursuant to rules governing the described construction.
Date 3-) 7- 7%
Address 1901 APT 1 GROVE ST
AgenUOwner
OSHKOSH WI 54901 - 2413
Telephone Number
OSI~H
ON THE WATER
Name RUSSEL R FRANK ETAL
ZONING/LAND USE COMPLIANCE CHECKLIST
Address 317 IDAHO ST
Create Date 03/19/98
Construction Data . New Construction 0 Addition () AlteratIOn
Type of Construction (i.e. fence, pool, parking lot, sign, etc. 26' x 28' detached garage
Compliance Checklist
Deficient
Comments
U Use
U Lot Width
U Lot Area
U Lot Area Per Family
U Flood Plain
U Front Yard
U Front Yard Side Street
U Rear Yeud
U Side Yard
U BUilding Area
U Parking Standards
U Off-Street Loading Standards
U VISion Clearance
U TransItIOnal Yard Standards
U Landscape Standards
U Height
U Conditions of Approval
U Compliance With P.C. or BZA Conditions of Approv
U Slgnage Standards
U Drainage Plan
Review Authority
As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve all plans,
except the following: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance
items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed.
_ Approved
o Denied
I Plan CommiSSion Action ReqUired
I Vanance(s) ReqUired
Reviewed By Brian Noe
Date
03/19/98
BERINC
"PrOject:-"--~---"---'--Block No:-------'--
Model: Lot No:
-------_._-'-~-' _.,..-------_._----~~- --'-'"
Contact: Site:
Name:
Phone:
Fax:
Tentative Delivery Date:
Profile:
Office:
Qty: Truss Id:
To:
RUSS FRANK
317 IDOAHO ST.
OSHKOSH, WI
Deliver To:
Quotation
Job Number:
Page:
Date:
Project 10:
Account No:
Designer:
Salesperson:
Quote Number:
Span:
Truss Type: Slope: LOH
ROH
~12 'GE-. 92....... 26-0-0
~~L~~_J~'~_tm_"~_I_b~" each : 26 - 0 - 0
I FINK .. . ml ::::__':_'~-'_ '.~_
I FINK 14.00 1-10-8 1-10-8
I I
i 10.00,
- -.,-----.-~'T...
_._____..__..u.__~.._+_+.."__m.____.,_.________._.___.__ ...____.____..._.._ .. .,-......._......., ,...'on+_,_...__
D'" ~ (,t. vJ J
\ Q;<"'" f \ ,; Y ~ : {\"(
~\$ (V
Total Truss Price:
Total:
Sales Tax: (5 %):
Selling Price:
--....----....--
1
02-10-1998
98-0020
DDN
DDN
$638.84
$638.84
~.
~ . ~-Eruss-rype-----,", ---,.--
iJOBS T-1 FINK
OR HKul.RrNco,U ~901-
-1.7-f.1 I b t I
--- a.b:2i~~'9~l M. e~ l~dustrleA, inc. luHll 1<<t 61:1A:ftt rHA fflBA
I -toto:! -l-------, 6-10-14
1-10-8 6-10-14
_____-1- __ _I}-O-!'_______ + '.
6-1-2
19-1-2
, --, -----~
6-1-2
i6-li-t1
6-10-'4
t H-Icl-A,
1~lo-A
5x5
4
_ 2.." ..--::;::::::~ o:~~:t
: T~-~<:::-1---:---- /": W2-- ~~
.J. ~. //// --------.:
i~~-=:,~c-==-~=- 112 0 0 0 .!1~
3x7--, to 9 g 3x7=
3x5 3x5 = 3xS=
4.00 rn-
8-0-0
~_._. ,.-- .----~_. -..- _.._-_.._._-----,.~,--
8-0-0
18-0-0 ,,____,____--j-____ 26-0-0
10-0-0 8-0-0
i~r:i~~i]~m------
LUMBeR
TOP CHORD 2 X 4 SP!= 1650F 1.5E
BOT CHORD 2 X 4 SPF 2100F 1.8E
WEBS 2 X 4 SPF Stud
REACTiONS (1b/slze) 2=14581O-~-8, 6=145810-5-11
FORCES (Ib) - First load Case Only
TOP CHORO 1-2=21,2-3=-3013, j-4=-2801. 4-5=-2801,5-6=-3013,6-7=21
BOT CHORD 2-10=2848,9-10=1903,8-9=1903; 6-8=2848
WEBS 3-10=-425,4-10=1000,4-8=1000,5-8=-425
NOTES '(
1) This truss has been checked for unbalanced loading conditions.
2) All plates are M20 plates unless otherwise indicated.
3) This truss has been designed with ANSllTPf 1-1995 criteria.
LOAD cASE(S) Standard
1) Regular: Lumber Increase=1.15, Plat~ Incretl$e=1.15
Uniform Loads (plf) .' '. . . . '.,
Vert: 1-2=-74.0,2-3=-74.0, :1-4=-74.0, 4-5=-74.0, 5-6=-74.0, 8-7=-74.0, 2-10=-20.0, 9-10=-40.0, 8-9=-40.0,6-&=-20.0
cSt
TC 0.69
BC 0,86
we 0,47
--D~~L- ---- (In) (loc)' Itdeft . f pLAtES Cftl1 gft"'J H
Vert(LL) -0.35 8-10 >893 M20 (.""
Vert(TL) -0.77 8-10. >399
Horz(Tl) 0.08 8, nl!4
~in Len~~ ILL ~~_:,360______ _ WeIght: !lEI lb
bRAclN<a
TOP CHORD
BOT CHORD
Sheathed or 3-1-4 on center purl'n 8pacfnO.
RigId ceiling directly applied or 10-0-0 on cehtet bracfng.
.~
2x4 II, 2x4 II
2x411 /____ 8 2x411
2x4 ! I S ___ 6_ -;:::-.... ._--~ 9 2x4 II
~ ~~~ 1,/+ S 5 S 4--~ Id
~rJ ~:~ ^ ^ ^ ~__~uB'-~_ u .lJ
o r:>-- 3x5-::: - , 23 22 24 21 '20
2x411 2x411 2x411 2x411
'_m_ ___ __ .__~:!'-~_m_____
~~rG~.C~U~~l]H-
LUMBeR
TOP CHORD 2 X 4 SPF No.2
BOT CHORD 2 X 4 SPF 2100F 1_8~
OTHERS 2 X " SPF Stud
REAcnoN8 (!blslze) 2=382/2e-0-o, 17=15126-0-0, 12=382126-0-0, 19=223/26-0-0. 20=222/2e-0-0, 21=249126-0-0. 22=MI28-0-t), 2~!i:46d~A-d-tt. .
18=214/26-0-0 16=240126-0-0 15=96/26-0-0 14=400/26-0-0 .-
Max Hort2= 14(load c8s~1). 12=-14(load case 1) , . .' ". . ".-
Max Grav17=1GCload case 2). 12=382(load case. 1), 19=223(I.oad ctise i), 20=229(load case 2). 21=24. 9(load east! i), ~2=04~6Ad MIA ~).
23'=400~oad ca~~ 2), 18=220(load case 3). 16=240(load case 1),15=96(load ca~& 3), 14=4oo(load CAA~ 3)
FORCE~ fib) - First Load Case Only ..... . .' . "
TOP CHORO 1-2=42.2-3=43; 3-4=-55, .4-5=-29, ~-6=-39, 6-7=-38, 7-8=-38. 8-9=-39, 9-10=-29, 10-11=-55, 11-12=-7&, 12-i~="~ .
BOT CHORD 2-23=0 22-23=0,22-24=0,21-24=0,20-21=0,19-20=0, 18-19=0, 17-18=-0, 16-17=0, 16-25=0, 15-25=0, 14-15=0, i2-U~O
WEBS 7-19=-140.6-20=-144,5-21=-164,4-22=-79. 3-23=-303, 8-18=-1"4, 9-16=-164,10-15=-79,11-14=-303
NOTES
1) This truss has been checked for unbalanced loading conditions.
2) All plates are M20 plates unless otherwise Indicated.
3) Gable requires continuous bo"om chord bearing.
4) Gable sbms spaced at 2-070 on center.
5) For studs exposed to wind, see MITek "Standard Gable End Detail"
6) This truss has been designed with ANSlfTPI1-1995 criteria.
LoAD cASI!(~) standard .
1) Regular: lumber Increase=1.15, Plate IncresM=1.15
~~~~ . . ... .. .. ..
Vert: 1_2=-74.0,2-3=-74.0,3-4=-74.0,4-5=-74.0, 5-6=-74.0, 6-7=-74.0, 7-8=-7....0, 8-9=-,.4.0. 9-10=-74,0, 10-11=-7.4.0, i i~i2=-1..,tlbi2.,.i3=~!".l)i.
2-23=-20.0.22-23=-20.0,22-24=-20.0, 21-24=-40.0, 20-21=-40.0, 19-20=-40.0. 18-19=-40.0, 17-1&=-40.0. 18-17=-40.0, 18-2~=-40. . 1S-25=-20.u,
14-15=-20.0. 12-14=-20.0
.(
;0{) .
ype
JOBS
GE-1
1
FINK
Sf:l wr.-S;t9tJl----
-1-10-8 6-10.14
I ,,-,-A----- --.-.----.- '--1
1-10-8 6-10-14
13-0-0
6-1-2
4.00 rt2
C~I
TC 0.40
ac 0.07
we 0.08
(Matrix)
,ETr::L~T',,"dU'~" I..
I ue .eb l~ llt:iM1810ll8 l'aUA i I
19-1-2
,1",.,,-'"--'- -"---,,,.1,
6.1.2
26-0-0
(5.,0-,4
,21-10-' I
1-10-1
5xS.
18 1716 25 1~ -
2x411 2x411 2x411
3xS:=
18-0-0
- --.----..--
10-0-0
26-0-0
S-O-o
---.,1,
ttL4 tU df\t't.l jJ-
M20 19 /144
DEFL (In) (Ioc) lIden
Vert(Ll) nla - nla
Vert(TL) 0.02 1-2 >999
Horz(TL) 0.00 "n/s
Mln length ILL deft = g99 Weldht: A3 lb
8RAcfNd-------" ",------- ----- .'. "
TOP CHORD Sheathed or 8-0-0 on center purllntjiAclri.D.
BOT CHORD RIgid celRng directly appll~d rlr 1-0-0 611 tentft bttclMO.
~. .
... 't /0 "
150.0'
1 6
(Jl
o
o
(Jl
o
o
DO
.0'
50.0'
50.0'
~
~
~
OJ
.
o
(Jl
o
.
o
321
EJ
(Jl
o
.
o
1 41 .
DAHO
=1 i i 3: 3: i- i i- 0
0 0
:? (J) I~! ~ !fii~. 3
; n
0 3 r+
... ~ . 1-.,. I i g' II' II' i. 0 '<
i c
Q f 2. V.J
~ll ,i3: 10 if V) r+ 0 -"
3 - !!':'lg~3:3.i!O P '< -+0, --.J
_ 0 ;:r r-------.
3. lil 0 Z
~ ~ II f!R.;';ia"!rIJ ~ Cl> 0 / 0
, ::. 1((Ue,!!,oi rT1 < en )>
N m. :J
tl IN !, -BlI"r ;0 0 ^ :r:
... 0 ggll,ll ..fl~ -0 0 0
R ig,~fl ~ 3 en
! -. -i~tdjfta
r- Cl> :J
i ~P-<op :J
r+
q$/de__~ '~,\,\} .
f
~---~- Jc,
~<;~ns\$h . ()~t(s\~.b
,~. !i' v'
.~. ;1. ..... J;\rOL,t,..,Dtl):<<\'j..~.."!'J:eH):___.."
'" ,j~ I,
jgJ\t.JQg.__j2'J1Q,__~_,Y_,~Cit\l~1. ._...._.,_
"
~i\r"\.-"\;- ;.
1- . 9~~\,;o.:\~!;;:J'\~._"
I
J1
r 1"6 t \/\f'l)
"_" J:~ '1....,. ,.\.", . _.."
~tl\ f' Vi/ ~ \4*
'_-'__cJ..,"""___,_______.,_,,_'"'___,_._.>_,____,_<,_'_''''__~__.
I
~-_._---- 50
t
u~"hll\,,~fL.J:Q__$\y\)_____
--,-,---. .-,---." "" ''''',' "'" ','7.,- --,,',,",,-.'-~,--
1"1' ~""'._-~--;.---.-----i \
i (;,-----.-- J. g, ---'-')oj I
,I I r J I \ \'\ '
\~J _~. "'~~)ll ~'!-ln,~.;_J;:JLS.\~kL,______,___
f ~
i '1J I
I I !
I \!-. -1\ --.
I
I
f
i
!
1
!
i
I
I,
1\
1\
1 \
( ..
I;-.
i
....
.... \
\
~\
1 \
I \
1
I
I
I \
.,,:;--'''-,~---,---
I ~-ilH:l~ j
,
I
kif'
I
I
'"
"'"
~
!
1 f
--------.t~t
~
r
<t:
"
o
J--
j
I
'\!"
! _ ,~.l'"
! r .~ ~
t _ t ~ i
j "'.! ~ j'
\ J U<----- ~:i
~.-16-> ~ t
.. I
I~
!
'W
S~~Sj_ \tJ (\.,.\'~
I
~
!
r
.;:1
-;.::1
DJ
. . _.,h. _,___-c.' '."- .- .~.~'_~'"~_...,.."__...~_.-._._.....~.,.._...~"'_"'>~~'"".""'""'O,."._,,~,..;,..__,~.......-..,..'~.".,,"~"""'""u.,.,
51, .3 \'1
,S