HomeMy WebLinkAbout0126995-Building (garage)
o
OSHKOSH
ON THE WATER
Job Address 42 BAY ST
CITY OF OSHKOSH No 126995
BUILDING PERMIT - APPLICATION AND RECORD
Owner BRIAN R HANSON Create Date 09/28/2007
Designer
Contractor OWNER
Category
149 - Raze detached garage, construct detached garage Plan
Type
. Building
o Sign
o Canopy
o Fence
o Raze
Zoning
Class of Const:
Size
Unfinished/Basement
Sq.Ft.
Sq.Ft.
Sq.Ft.
Rooms
Height
Ft.
D Projection I
Finished/Living
Bedrooms
Stories
Canopies
Garage
Baths
Signs
Foundation
. Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier
o Treated Wood
o Other
Occupancy Permit
Occupancy Fee
$0.00 Flood Plain
Height Permit
# Dwelling Units
o
# Structures
o
Park Dedication
Use/Nature SFRl .25' x 32' detached garage'" and a 10' x 25' covered parking area next to the garage.
of Work
.,
HV AC Contractor
Plumbing Contractor
Electric Contractor
$10,000.00 Plan Approval
$0.00 Permit Fee Paid
$88.00 Park Dedication
$0.00
Fees: Valuation
Issued By:
'" .;rq
'\
I
Date 09/28/2007 Final/O.P. 00/00/0000
D Permit Voided I
Parcelld # 0800810000
In the performance of this work I agree to perform all work pursuant to rules governing the described construction.
While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work
described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement
holder(s) and to secure any necessary approvals before starting such activity.
Signature ~ 't. HOAA-a..&l-
Agent/Owner
Date
'>< 9/7-%)67
zlC, -IZO(P
Address
17 W 9TH AVE
OSHKOSH
WI 54902 - 6051
Telephone Number
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone
Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may
continue if the inspection is not performed within two business days from the time the project is ready.
~OO7 FRI 08:44 AM N~FF~ OOH FAX No, 9202353061 p, 002
rusa 4U6'6 yoa
BRIAN I'AN8EN ATfIC
. u "9"
1-1-10.81 6-2.15 9-<4-4 13-6-7 16.6.0 I 111_S~ 23.7.12 2709;1 33-G-O \34.10411
1.10.8 5.2-15 4-1-6 4.2.3 2-11-9 2.11..0 4,2.3 4-1-5 5-2-15 1-10-8
&.ala; 3I1S'=1'
s~e =
8
Jij
o
III)
d
.,
o
CSI
TO 0,50
BC 0,74
WB 0.94
(Mlllr\l()
,8 15
8x1l:: 5)15=
23.7012 27.9-1
14.3-8 4.1-5
DEFt. in (100) IIdeO lid
Vert(LL) .0,49 15.17 >599 380
Vert(TL) .a,B7 15-17 >44D 180
HOI'l(Tl.) 0,01 13 nle nle
exe =
18 17
3.,9 MT1BH 11
6.8 =
Plat& Off&e',
8.0.0
5-2-15
5.2-15
8;0-2-0 0-2-8
I
I 8-0.0 1'.4.41
2-9.1 1.4.4
13:003.12 Q.3.0
33.0.0
5-2.16
LOADING(p&f)
TeLL 30.0
TeOl. 7.0
aeU. 0.0
BCO!. 10.0
SPACINQ 2.0.0
PlstS& InOI'8I1&& 1.15
Luml:Jsr (ncrea58 1.16
Rap Slre&& Inor yeS
Code IMSC/lRCOO/ANSI95
PL~TES
MT20
MT18H
Weillnt: 3.42 Ib
GRIP
197/144
1971144
L.lJMIlER
TOP CHORD 2 X 10 Syp 2400F ;z,oe
BOT CHORD 2 X 10 Syp 24001" 2.0!;
\l\lii:BS 2 X -4 SPF Slud 'Elcospl"
W3 2 X 4 SPF No,2. wa 2 X 4 SPF No.2
REACTION.S (Iblstze) 18=304910-3-8,13=155510.3-8
Ma~ Horz 18..228(1.0 3)
MaxlJpfHt18"347(t.,C S), 13"'13B(lC S)
Mill( Gtav18=J049(LC 1). 13.'S!l2(LC 9)
FORCeS (Ib) - Mellimum Compl'lI$slon/MGlClmum Teftslon
To~ CHORD 1-2=0/61, 2-3=-267/446.11.4-.Z6Cl/437. 4olj--a45f489,6.ljto.:;D11:il22. 6-7-.1264/141,7,8=.630/94,8-8='2601110.
9-10=-988188, 10.11=.1488124.11.12=.1833/17,12.13=.2326194, 13-14-0/62
BOTCHORI:l Mlla.381J293. 17-18=llIllIl8,1S.17=011020.1S.18'=0/1020, 13-16=011982
VVEBS 7.1900-950191, 9.19"966/91. 6-17"0120498,10-15=01970,12-15=.12271202, 8,19=0/153, 5.18=.616/ll, 8.18=.311761180,
3-18=-321tlO3
SftACING
TOP CHORD
BOT CHORD
'M;BS
JOINTS
Stlealhed or 8.0.0 00 purlln8.
. Rigid oeHlng dll'8otly S1ppliDd or 6-0.12 oe braGlnll.
2 Rows al113 pia 6-18
1 Brw:e at JI(B}: 18
NOTES
1) Unbalenced roo/live load8 have bilen oonsldsred for Inl& deslgh.
2) IMnd: ASeE 7..08; 9Dmph; h=25ft: TCOL=4.2plir; 8CO!.a5.0psf: calogory II: Exp 8; onclosed; ~R$ 911b1e end zone; canlllever 1&11
and rlghl exposed; &nd vertloalle" and rlglltlllxposllld: Lumber OOL-1.33 plate grlp'OOt.,"'.33 Plate metll! 00L=1.33.
3) Th14 truBS lIaB bilen d8lllgned for. 10.0 pllf bottom ohord he IOBd .nclIOoftOUrMnt Willi anV other live loaels,
4) AD plalS8 lire MT20 plale8 unls.. olllerwlBe Indloated.
6) celtltlg delld load (5.0 pel) on member(a), fl-7. 9.10,7-19. 9-18
B) llollolll ohord IlVelaad (40,0 psI) alld IIddlUonsl bottom onol'd desd load (0.0 P&f) flpplied only to room, 15.17
7) PcQVlds mecl1en1c81 CO,,"&ctlDn (by olllel'8) ollrua. 10 beering plete oapsbla or wllhstBndlng 347 Ib uplift at joint 111llnd 130 III upl"' al
101n113.
LOAD eASElS) Standard