HomeMy WebLinkAbout0127142-Building
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O~HKOSH
ON THE WATER
Job Address 2351 PATRIOT LN
CITY OF OSHKOSH No 127142
BUILDING PERMIT - APPLICATION AND RECORD
Owner LYNN E COOKI NHAM Create Date 10/08/2007
Contractor DAN V BINDER CONSTRUCTION
Designer
Category
141 - Exterior Remodeling Plan
Type
. Building
o Sign
o Canopy o Fence o Raze
Class of Const: Size
Rooms Height Ft. D Projection I
Bedrooms Stories Canopies
Baths Signs
Zoning
Unfinished/Basement
Sq.Ft.
Finished/Living
Sq.Ft.
Garage
Sq.Ft.
Foundation . Poured Concrete 0 Floating Slab
o Concrete Block 0 Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Not Required
Occupancy Fee
$0.00 Flood Plain
Height Permit
Park Dedication
o
# Structures
o
# Dwelling Units
Use/Nature CONDO/ Enclosing the"rear porch to create habitable space. The existing patio door will be removed between the porch-andtT1ehouse.
of Work wo new patio doors will be installed with compliant steps to grade. Heat loss calculations will be required to be done to confirm
compliance. The foundation wall will be opened between the existing basement and the former porch for ventilation.
HV AC Contractor
ANDRESEN SHEET METAL
Plumbing Contractor
Electric Contractor UNKNOWN????
$50.00 Permit Fee Paid
$46.00 Park Dedication
$0.00
Fees: Valuation $3,500.00 Plan Approval
Issued By: Llf.=--.
Date 10/08/2007
Final/O.P. 00/00/0000
D Permit Voided I
Parcelld # 1621641101
In the performance of this work I agree to perform all work pursuant to rules goveming 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 cure , necessary appr~s before arting such activity.
S~n~me / - ,
Datp/cJ~8-C)
Address 1224 W SOUTH PARK AVE
OSHKOSH
WI 54902 - 6642 Telephone Number 231-2114
To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of
Inspection (Le. 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.
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russ
russ ype
MIDWEST - TWINDO ES2P
ROOF TRUSS
113020507
,mber, Oshkosh, WI 54901
-1-10.8 6-1-9 10-5-8 18-0-14
1-10-8 6-1-9 4-3-15 7-7-6
REPAIR: REMOVE INTERIOR BEARING AT JOINT 14 AS SHOWN
26-0-8
7-11-10
5-9-8
5x7 ==
7
TRIM CORNER OF NEW MEMBER TO AVOID DAMAGE
TO EXISTING CONNECTOR PLATES,
ADD 2 X 4 SPF NO,2
CUT TO FIT TIGHT
3x7 -:::-
13
......_ 3x5 "" 3.00 f12
_ -----BEARING REMOVED
'f
)
10-5-8
10-5-8
ATTACH 1/2" PLYWOOD OR OSB GUSSET (15/32" APA RATED SHEATHING 32/16 EXP 1)
TO EACH FACE OF TRUSS WITH 10d (3" X .131") NAILS DRIVEN THROUGH BOTH SHEETS
OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE:
2 x 3's - 1 ROW, 2 x 4's - 2 ROWS, 2 X 6'S AND LARGER - 3 ROWS: SPACED @ 0-4-0 O.C.
NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A
NET 0-2-0 O.C. SPACING IN THE MAIN MEMBER. USE A MIN. 0-3-0 MEMBER END DISTANCE.
18-0-14 24-0-8 31-10-0 37-11-0
7-7-6 5-11-10 7-9-8 6-1-0
10
3x5 II
LOADING (pst)
TCLL 30.0
TCDL 7.0
BCLL 0.0
BCDL 10.0
SPACING 2-0-0
Plates Increase 1.15
Lumber Increase 1.15
Rep Stress Incr YES
Code WISC/ANSI95
CSt
TC 0.92
BC 0.98
WB 0.99
(Matrix)
DEFL in (Ioc) I/defl Ud PLATES GRIP
Vert(LL) -0.21 13 >999 360 MT20 197/144
Vert(TL) -0.34 12-13 >999 180
Horz(TL) 0.18 10 n/a n/a
\ Weight: 207 Ib
LUMBER
TOP CHORD 2 X 4 SPF NO.2
BOT CHORD 2 X 4 SPF NO.2
WEBS 2 X 4 SPF Stud *Except*
4-132 X4 SPF No.2, 6-122 X 4 SPF No.2, 7-122 X 4 SPF NO.2
7-112 X4 SPF No.2, 8-11 2 X4 SPF No.2, 9-112 X 4 SPF No.2
BRACING
TOP CHORD
BOT CHORD
WEBS
Sheathed, except end verticals.
Rigid ceiling directly applied or 10-0-0 oc bracing.
1 Row at midpt 4-13,6-12,7-11,8-11
2 Rows at 1/3 pts 9-10
[P]
WEDGE
Left: 2 X 4 SPF Stud
REACTIONS (Ib/size) 2=1916/0-4-8,10=1774/0-3-8
Max Horz2=252(1oad case 3)
Max Uplift2=-250(load case 4), 1 0=-129(load case 4)
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FORCES (Ib) - Maximum Compression/Maximum Tension
TOP CHORD 1-2=0/47,2-3=-3459/366,3-4=-3122/324, 4-5=-3014/330, 5-8=-2798/344, 6-7=-2278/273, 7-8=-1323/218, 8-9=-1326/163,
9-10=-1726/146
BOT CHORD 2-14=-433/3023, 13-14=-359/2886, 12-13=-278/2706, 11-12=-109/1632, 10-11=-48/63
WEBS 3-14=-282/110,4-14=-342/121,4_13=_230/79, 6-13=0/318, 6-12=-940/242, 7-12=-160/1760, 7-11=-962/100, 8-11=-482/172,
9-11=-72/1491
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-98; 90mph; h=25ft; TCDL=4.2psf; BCDL=5.0psf; Category II; Exp B; enclosed; MWFRS gable end zone; cantilever left and
right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33.
3) Bearing atjoint(s) 10 considers parallel to grain value using ANSIITPI1 angle to grain formula. Building designer should verify capacity of
bearing surface.
4) Provide mechanical connection (by others) of truss to bearing pi
10.
.A WJ!:RNlNG. Verify design paramete,.s awi READ NOO'ES ON 1'HiS .;.lYil INCLUDED MITEJ( RE),'ERltNCE PAGE ,1111.7473 B};"F'DRE USE.
Design valid for use only with MfTek connectors. This design is based only upon parameters shown, and is for an individual building component.
Applicability of design paramenters and proper incorporation of component is responsibility of building designer _ not truss designer, Bracing shown
is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity of the
erector, Additional permanent bracing of the overall structure is the responsibility of the building designer, For general guidance regarding
fabrication. quality control. storage. delivery. erection and braCing. consult ANSI/TPIl Quality Criteria, OS8-89 and 8CSIl 8ulldlng Component
Safety Information available Irom Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719.
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October 31,200
LOAD CASE(S) Standard
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14515 N. Outer Forty. Suite #300
Chester/ield. MO 63017