HomeMy WebLinkAbout0101195-Building #3344 (patio roof)OSHKOSH
ON THE WATER
Job Address
Designer
Category
Type
3344 ISAAC LN
141 - Exterior Remodeling
CITY OF OSHKOSH
BUILDING PERMIT - APPLICATION AND RECORD
Owner PATRIARCHS SUBDIVISION LLC
Contractor GARRY H DECKER & CO
· Building (~ Sign O Canopy O Fence O Raze
No 0101195
Create Date 05/01/2003
Plan
Zoning Class of Const:
Unfinished/Basement 0 Sq. Ft. Rooms 0 Height
Finished/Living 0 Sq. Ft. Bedrooms 0 Stories
Garage 0 Sq. Ft. Baths 0
Foundation · Poured Concrete (~ Floating Slab (~ Pier (~) Other
C) Concrete Block (~ Post C) Treated Wood
Occupancy Permit Required Flood Plain
Park Dedication # Dwelling Units 0
0 Ft.
Size
[] Projection
Canopies
Signs
Height Permit
# Structures
Use/Nature CONDO/Constructing a roof above the existing rear patio. The patio currently has frost protection. The porch will not be enclosed at this
of Work time. A future permit will be required for enclosing this structure.
HVAC Contractor
Electric Contractor
Fees: Valuation
Issued By:~
Plumbing Contractor
$5~000.00 Plan Approval $0.00 Permit Fee Paid $40.00 Park Dedication $0.00
Date 05/02/2003 Final/O.P. 00/00/0000
[] Permit Voided J
In the pe~ t.his wo~, agree ~,~9~m alljwork pu. rs~.nt to rules governing the described construction.
Signatur~,~,. ~ ~'~/'~,~ ~) )~ i [/./'~LF~/~ Date J'C~-~ ~
~ J ..... -r .... Agent;Owner
Address 1113 OREGON ST OSHKOSH WI 54902 - 6484 Telephone Number 235-8035, M 379-803
CITY OF OSHKOSH BUILDING PERMIT APPLICATION
F.o.r..1. and 2 ramil Ho_me~
Mailing Address" ~
~ llla Oregon St., Oshkosh .{ 92~
Owner's Name
Patriarchs Subd LLC
ConnmmofsNamc:
Garry H Decker & Co LLC
PlumbmgContractoFsName:
Soper Plumbing
Elecm~lContractoffsName:
Cumings Electric
HVACCon~ofs Name:
Condon Total Comfort
Mailing Address
same as above
Mailing Address
2225 Burnwood, Oshkosh 54902
Mailing Address
.0. Box 749, Neenah, 54957
Mailing 6(dress
1Blacaourn, Ripon 54971
Room Add±tion_~ roo~or~ PROJECT LOCATION
~ _L ft. ft.
54902
LidCcn
7739
LidCc~#
Li~C~n#
170792
Li~Cen#
3202
Phone No.
235-8035
PhoneNo.
( )235-8035
Phone No.
( ) 426-2151
( ) 23'!-5946
Phone No.
( 800 416-4282
PROJECT INFORMATION
CoNST. ;
Lot No.
2
Right
Single Family
Two Family
Other
USE
Seasonal
Permanent
Other
Unfinished Basement sq.ft.
Living Area sq.fi.
Garage sq.fi.
HEIGHT
Height of the Slructure (from final grade to the peak
of the roof)
ELECTRICAL
Panel Size:
: 100 Amps
_- 200 Amps
Service:
: Underground
--' Overhead
HEAT LOSS
Sewer
~ Municipal
[3 Septic
Permit No.
n Municipal Utility
tn Private On-Site Well
Envelope.,
Infiltrat/on
tn Site Constructed
U Manufactured
EN ERG't SOURCF
Cho,ces: Natural Gas, L.P., Oil, Elec, Solid, Solar
Space Htg
Water Htg
A. PPLICAN'I'S SIGNATURE:
F1 Concrete
0 Masonry
D Treated Wood
0 Other
l-Story
2-Story
Bi-level
TH-level
Quad-level
Other
Remaining
~hed Rooms
Sale Price of the Project $
(Final cost ofhonse, lot & labor)
MINUS
The Cost of the Lot $
MINUS .
The Cost of the Mechanicals
Btu/Hr EQUALS
The Cost of Consmaction $
Btu/Hr (Fair market value which includes labor)
HVAC EOUIPMENT
[3 Forced Air Furnace
[3 Radiant Baseboard or Panel
D Heat Pump
[3 Boiler
[3 Central Air Conditioning
~PR--~9--O~ '12:44 PM CONDON TOTAL COMFORT
REScheck Compliance Certificate
Wisconsin Uniform Dwelling Code
REScheckSoftware Version 3.5 Release la
Data filename: C:~'rogram Files~Check\REScheck\OHD 315 Lft.rck
TITLE; Job #315 Left
920?485034 P.O1
Checked By/Date .-~
COUNTY: Winnebago
HEATING TYPE: Non-Electric
DATE: 04/29/03
DATE OF PLANS: 4/27/03
PROTECT INFORMATION:
Garry B, Docker & Co.
COMPANY INPORMATION:
Condon Total Comfort, I_nc,
NOTES:
Calcs with 12' x 16' Sunroom
UDC COMPLIANCE: Passes
Code. Allowed UA = 271
Your Home UA [] 270
0.4% Better Than Code (UA)
Gross Glazing
Area or Cavity Coat, or Door
Perimeter R-Value R-Value U-Fact_o_r U...~A
Ceiling 1: Flat Ceiling or Scissor Truss 1302
Wall 1; Wood Frame, 16" o,c. 1128
Window 1: Above-Grade:Wood Frame:Double Pane with Low-E lg0
Door 1: Solid 42
Basement Wall 1: Solid Concrete or Masonry 1128
Wall height: 8.0'
Depth below grade: 7.0'
Insulation depth: g.0'
Numace l; Forced Hot Air, 92 AFUE
40.0
13.0
0.0
0.0 38
7,5 53
0,330 59
0.400 17
5,0 103
COMPLIANCE STATEMENT: The proposed building design de. scribed here is consistent with the building plans, specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the Wisconsin
Uniform Dwelling Code requirements in REScheckVersion 3.5 Release la (formerly MECchec~ and to comply with the mandatory
requirements listed in the RES checkInspection Checklist.
Date_
Heating Equipment Sizing Summary
~PR--~9--03 ~12:44 PM COHDON TOTAL COMFORT 920?485034 P.02
General Information
Outdoor Design Temperature:
Conditioned Floor Area:
Average Ceiling Height:
Infiltration Rate:
]~quipment Oversizing Factor:
Loads Summary
Cortductlve Losses:
Infiltration Losses:
Oversizing Factor Losses:
-15 deg
2412 ft2
8.0 ft
0.50 Normalized ACH
15.0 %
22878 Btu/hr
14761 B~/hr
5646 Btu/hr
Total Building Heating Load: 43285 Bm/hr
.act~.F-- I/S" ~ t'* o"
,Job Name: DECKER/JO~301
Truss tD: SUNPORCH
Qty: 7
.L
¢44__ ~.~ ]-lO-la ~ 3-i0-l___~_.~_O ~ 4-0-6
44-6 7-11-0 ~1-9-10
t. ' 7-11~ .
3-$
I t-10-8 i
Y
Alt pl~Lt es are 21) g~ge ~r~avma{ Ct~rm ec~o~-~ UZ3leS~ {:~(:~fed [fy "~.X' for HS 20 9aug~ ~r ~H" ~er 16 gauge, poa'tlone~ per Joi.t Oetai{ Rei]orts available frc~ !~u~waf sof~.'~'~re, unl-~ss noted.
6II112002
Scale: lt4" = 1'
[/ALLEY TRUSSES
~ ~NC
%',~: DEKR'06 ~502
OttrFacs t=l 15
{O.C.Spa=i.g 2. -3- 3
f-
ro
-t
c
ITl
O3
~D
X
7'
0
08/11/2002 14:42 FAX 920 738 3107
STOCK LUI~ER
HEADER ON EAVE END
2 Pcs of 1 112" x 7 114" 11.6E Solid Sawn Douglas Fir #2
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 11512 Roof Slolpe4.§'f12
t
AIl dimensions are horlzentall.
_LOADS:
Analysis is for a Header (Flush Beam} Member. Tributary Load Width: 1'
Pr :-nary Load Group - Roof (psf): 30,0 Live at 125 % durabon, 17,D Dead
Vert:cet Loads;
Class. Live Dead Location Appllratiol~ Comment
Roof(125) 302,2 181.6 0 To 13' Replaces
Type
L n;fo.m(pt~
SUPPORTS:
Oueral! Dim~naion:
Input Bearing Ve~ical Reactions (lbs) Detail Other
Width Length Live/Dead/Uplift/Total
1 Slug wall 3.50" 3.50" 775 / 444 / 0 / 1219 By Others None
2 Wo3d column 3.50" 3,50"' 2182 / I333 / 0 I3515 By Others None
3 Wood column 350" 3.50" 1108/651 / 011758 By Others None
-See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): By Others
DESIGN CONTROLS:
Maximum Design Control Control
Sheer (lbs) -1774 -1408 1722 Passed (~2%)
Product Diagram la Conceptu~
Location
Rt. end Span 1 under Roof ADJACENT span loading.
~]001/001
M2meqt (Fl-Lbs) -2032 -2032 2875 Passed (71%)
Live '_aaa Deft (!n) 0,030 0.292 Passed
Total Load Deft (in) 0.044 0.38@ Passed {L/999+)
Deering 2 under Roof ADJACENT span loading
'MID Span 1 under Roof ALTERNATE span fondLeD
MID Span 1 unde~ Reef ALTERNATE span loading
· De'loci;on Cdlena: STANDARD(LL:L/240,TL:L/180). Additional checks follow.
-R~gl',[ Ov~rhang.(LL.0 200, LL:0.200"),
-Braci",g(Lu): All cornprassi0n edges (top and bottom) must be braced at 2". 8" o/c unless detailed otherwise· Proper at[act~ment and positioning of
ateral bracing is required to achieve member stabifity,
- ?ne a towab!e shear stress (F(/) has not been increased due t~ the potentiaf of splits, checks and shakes, See NDS for applicability of increase,
-Ans'ysis based on vertical loads only and assumes structural supports as noted in the in~ut, Axial loads are not considered in this analysts,
Anz~ysis sss ureas continuous member. LaD joints, splices and finger joints significantly reduce member performance and have not ~een con~tlderecL
-The ;Dad conditions considered in this deslgn analysis include alternate and adjacent member peffern i~ac~lng
-Oesi.qq assumes adequate continuous lateral support of the compression edge·
PROJECT INFOR~ATIONi
GARRY DECKER
PORCH .ADDITION
OPE. RAT, OR .INFORMATION:
An[on Wing,ted!
Stock Builcltng Supply
222 N. Lltas Dr,
Appleton. Wi 54914-
Phe~a: 920-738-3t00
Fax : 920.738-3107
is 15'10" x 12' with
4' frost wall
3 .'5- 0Vz'"
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