HomeMy WebLinkAbout0065023-Building (deck) a CITY OF OSHKOSH No 0065023
OSH' OSH BUILDING PERMIT APPLICATION AND RECORD
ON THE WATER
Job Address 315 WINDINGBROOK DR Owner CURTISS HOMES Create Date 6/30/98
Designer Contractor OWNER
Category 142 Decks, Patios, Ramps Plan
Type 0 Building n Sign n Canopy 0 Fence 0 Raze
Zoning r -1 Class of Const: Size 19'6 "x20'
Unfinished/Basement Sq. Ft. Rooms Height Ft. L Projection
Finished/Living Sq. Ft. Bedrooms Stories Canopies
Garage Sq. Ft. Baths Signs
Foundation Poured Concrete O Floating Slab O Pier Q Other
Concrete Block O Post O Treated Wood
Occupancy Permit Required Flood Plain Height Permit
Park Dedication Dwelling Units 0 Structures 0
Use /Nature SFR/ AFTER THE FAC f PERMI f— Constructed a 20'x19'6" deck ott the rear of the house. The deck is 18" above grade and will have a
of Work minimum frost protection of 48
HVAC Contractor Plumbing Contractor
Electric Contractor
Fees: Valuation $2,500.00 Plan Approval $0.00 Permit Fee Paid $40.00 Park Dedication $0.00
Issued By: Date 7/10/98 Final /O.P.
U Permit Voided
In the performan f this work I agree to perform all work pursuant to rules governing the described construction.
Signature Date 7/
j b 13
Agent/Owner
Address 40 W 6TH AVE Oshkosh WI 54901 0 Telephone Number ?-0b(
ZONING /LAND USE COMPLIANCE CHECKLIST
OSH'OSH
ON THE WATER
Name CURTISS HOMES Address 315 WINDINGBROOK DR Create Date 06/30/98
Construction Data 0 New Construction O Addition O Alteration
Type of Construction (i.e. fence, pool, parking lot, sign, etc. SFR/ 19'6 "x20' deck off the rear of the house
Compliance Checklist
Deficient Comments
Li Use
U Lot Width
Li Lot Area
Li Lot Area Per Family
Li Flood Plain
Li Front Yard
Li Front Yard Side Street
Li Rear Yard
Li Side Yard
Li Building Area
Li Parking Standards
U Off- Street Loading Standards
Li Vision Clearance
Li Transitional Yard Standards
U Landscape Standards
Li Height
U Conditions of Approval
U Compliance with P.C. or BZA Conditions of Approv
Signage 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
Plan Commission Action Required
Vanance(s) Required
Reviewed By NRK Date 06/30/98
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SEAM y Note: Beams are on edge. Spans are center 10 center distances between posts or
R p PeaT supports. D based on a 40tb.lsq. ft. live Toad plus a 10Ib Isq.11. dead Ioad. 11 using two 2" war members to make a beam Instead of one 4" wide member. calculate
the size of your beam from the table based on an increased beam spacing of 17%h.
1w SS es Example: For southern pine. if beam spacing is 5'.6" (use next larger column 8 feet).
t�� R l I, and beam span is 8 leet, a 4 x 8 beam is required. 11 you wish to use a double beam
arrangement with two 2" rosy 1p61 I r,D1 the beam size from the table wide
based on an increased beam spacing of 17% thus
11110141 beam spacing of 5 5.5 x 1.17 8.435 feet. Use thenext larger column 7 feet.
The beam span does not change, thus in our example of an 8 fool beam span. read
from the table on the 8 font row The Table shows That 8'4 x 10 beam le required, thus
POST AND SEAM SIZING for this example, two 2 x 10 beams could be used In plate of one 4 a 10 beam.
Post Sizing: Common sizes for wood posts used in BEAM SPACING/JOIST SPAN
supporting beams and floor framing for wood decks The spacing between the beams is the span the
are 4 x 4, 4 x 6 and 6 x 6 inches. The size of the posts joists must make. The approximate allowable spans
required is based on the span and spacing of the for joists used for decks are listed below: 1
beams, the load placed on the deck and the height of
the posts. Most decks are designed for a live load of
40 pounds per square foot with an additional allow- II \�1
ance of 10 pounds per square foot for the weight of I i
the mat used to build the deck. The suggested aA. Aa,�a, i
sizes of posts required for various heights under („7,4{,,...99
JOIOT SPAR j` 1 1 t. several beam spans and spacings are listed below: I 1
MINIMUM POST SIZE Pi 1 1 1
All Lumber is 42 Grade Or Beuer
SPEC,,1 00 0i(i+ ,,,,G,II Y' ri .n. 1 4 0. (Y
DOUGLAS FIN 043087E1 4.4 peal 1i. ,101ST SIZ1N0
u •08FEET-_ 1a 14001 I 4.6 pest
IIP 0101 t( 4. 4pesl 1 Sow {pea MAXIMUM ALLOWABLE SPANS FOR DECK JOIST
All Lumber 1s 42 Grade a Better
111 +t(1 (.21 III I.Iw.i 1 4alpwl 6. 11post q .��•x••
SPECsSGIIOUP JOIST sin
S8OINERNPINE 11 rr, 1.44001 I 4.6 1
P0s DOUGLAS FIR
NEM FIR 1 8 10' 1" •'a^
V, tOtlFEEi I Ippsl 1 1.6V0.1
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7.7 10 m 7FF. 4 440,1 4 6rosl 6 64oal
2 10 17' 6" 1/' 2..
UP 1012FEEr 4.14001 I 4. Spent 6. {pest
PONDEROSA PINE UP 1062E21 4)Apesl I.6po41 I SOUTHERN PINE
2 •6
HEMFIR
UP 108F EFL .004601 1 4. Appal I 6. Ipesl 7 .tl 12:2" E'.FI'•
UP TO(0FEL1 4.44001 1.6p0s1 I 6 6p0s1 10 15 I r
1 04(0121 EE I 1.64401 6.•4001 1 PONDEROSA PINE 2 J-
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Note: Column design assumes no bending. If several posts are taller than 5 feel, 2 Il'L••. f'
cross bracing is necessary to prevent bending see text for details. Data based on a 2 10 14'.1 nr
40lb.lsq. 11. live load plus a 10Ibisq. O. dead load.
Examples ll tream spacing is 8'-6" on center and post spacing is 11%6" on center, then
load area is 98 therefore. use the next larger column 100. Nob. Is are on edge. Spans are distances on center between beams or supports.
Data b d on a 40 Ibisq. It live load plus a 10 lb.lsq. It. dead load.
Post Spacing and Beam Size Table: The nominal
sizes of beams for the various spacings and spans JOI -PACING/DECK SPAN
are listed below: most visible 6 a it 6 of your deck is the walk-
MINIMUM BEAM SIZE AND SPAN ing rface or t g ecking. It ortant that the sur-
AIl Lumber Is 62 Grade Or Setter r<
SPECIES0000P 6 AM SPAN IN s..•wn fa eve feel, especia for decks which
FEET ONCENTER Otat01•1♦1L"aikilleillMILII (✓4'
so
DOVOU•Flll UP TO6FEE1 N0 4.• 1.10 of r
UP 107 FE I 148 1.! •(0 k 6allPa uPToPPEE,1./ 4.• r Is 1• 6.12 1
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ue'o II FEE' 6.10 DM NAP
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UP 10 t01EE1 40, Dm 81
e t e ground• For this
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U410 "FEET, 1.16 4.12 ash 6012 ofrfriaint {i 1 axii uum of "joist spacing /deck
UPTO12FEET 1.101 4.12 16.10 4.12__._ s e althou• reatagospan Is cally possible.
PONDER° 1.1•106EEET 4 s f 1•0 771 s10 4.12 MPPdecks over feet higti, the ma m joist spat-
UPt07FEEI 4.I 1.6 I 4010 I" 4.12 1.10 Ing /deck spa L4: ould 16 Inc s n center. Decking
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UP 1001641 Is• 1.M 4.12. 6. t0
I is usually e of 2 r 2 x 6d1(sid flat or 2 x 4s
.up fOEFEEI as 4s 10. 4.12 14.12 o edge cross t egoists. TlwAe joist spacing
w101OFEEV 1.NI 1.12 16.10 /./2 mes ti s Sys o. 2 or better
to/0 ortF1 4.10 4.1, '4"I 6.12 I er for eck cons ucti6n. You may wish to Use a
UPTO 12FEEl '4.q I•. 10 •A 12 j
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