HomeMy WebLinkAbout0089527-Building
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OSHKOSH
ON THE WATER
Job Address 3095 HUNTERS PL
CITY OF OSHKOSH
No 0089527
BUILDING PERMIT - APPLICATION AND RECORD
Owner MILTON/MELISSA SCHIERLAND
Create Date 09/20/2001
Designer
Contractor BEAUTIFUL EXTERIORS INC
Category
111 - Single Family Addition Plan
. Building
o Sign
o Canopy
o Fence
o Raze
Type
Zoning
R-1
Class of Const: 8
Size 13.5'x16'
Sq. Ft.
Sq. Ft.
Sq. Ft.
Rooms
Height
Ft.
o Projection I
UnfinishedfBasement
FinishedfLiving
Bedrooms
Stories
Canopies
Garage
Baths
Signs
Foundation 0 Poured Concrete 0 Floating Slab
o Concrete Block . Post
o Pier 0 Other
o Treated Wood
Occupancy Permit Required
Flood Plain
Height Permit
# Dwelling Units
o
# Structures
o
Park Dedication
UsefNature :iFRI Constructing a 13.5'x16' sunroom addition off the rear of the house. All connections must comply with the engineering submitted.
of Work he piers will be a minimum of 12". All construction must comply with local and state building code requirements.This permit does not
nclude the required electrical permit.
HVAC Contractor Plumbing Contractor
Electric Contractor UNKNOWN????
Fees: valua~
Issued By:
$16,500.00 Plan Approval
$0.00 Permit Fee Paid
$86.00 Park Dedication
$0.00
Date 09/21/2001
Final/O.P.
Address N 6050 ST MARIE RD
GREEN LAKE WI 54941 - 0000
Telephone Number 920-294-3275
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49.543095
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DISCLAIMER
1\1,'f-C/h rt- f1e.Ji55ct
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3095 Hunter Place
City of Oshkosh Wisconsin
Connnunity Development
This map is neither a legally recorded map nor
a survey and it is not intended to be used as one.
This drawing is a compilation of records, data
and information located in various city, county
and state offices and other sources affecting
the area shown and it is to be used for reference
purposes only. The Oty of Oshkosh is not re-
sponsible for any inaccuracies herein contained.
If discrepencies are found, please contact the
Oty of Oshkosh.
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. rs~ri.El1gineering of
1500' NorttiCasaloma
Appleton, Wisconsin 54913-8219
920-734-9867 Fax: 920-734-9880
www.larsonwi.com
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mLarson
Kurt Biggar I Jerry Thiele
Biggar Development, LTD
4400 West Pine Street
Appleton, WI 54915
September 18, 2001
Dear Kurt,
As requested, I have examined the manufacturers literature for the "Ultraframe"
greenhouse, 'andcalculated the wind loading for the structure as required for Wisconsin
Code. Based on my calculations, I have determined that the greenhouse is capable of
.resisting the lateral wind loading required by Wisconsin code. The kneewall and post
framework of the deck as detailed in your drawings is adequate to transfer loads to the
foundation.
I also verified that the roof glazing panels are acceptable for snow drift loading, due to .
the greenhouse's location adjacel)t to the existing home.
Please feel free to contact me if you require additional information.
~
David D. Kampe P.E.
Larson Engineering of Wisconsin
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3 Bay Victorian Roof
Polycarbonate 25Q Roof Pitch
Glazing Bar Centres. 2' 6" (750mm)
V'i('"-;
PROJECTION <; '",;
Nore : A do~h1e door (onllgurolion In rhe
cenrre hay (On only he vsed wllh rhe 3 way
lie hor (le.nor 5 way)
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WIDTH
Glozing Bars - 7 Series (T IV) Transoms & 7 Series (T IV) Hips
* ROOF DESIGN MAX WIDTH MAX WIDTH
SNOW LOADS 3 WAY TIE BAR 5 WAY TIE BAR
Glazing Bars - 7+ Series (T IV) Transoms & 7+ Series (T IV) Hips
* ROOF DESIGN MAX WIDTH MAX WIDTH
SNOW LOADS 3 WAY TIE BAR. S WAY TIE BAR
10' 8" (3250mm) 11' 6" (3500mm)
*Roof design snow loads are fadored down from ground snow load. page 25
A tie bar must be placed on the transom bars located close to the finial point and on alternate glazing bars back from ,he finial. If strudural
mullions/corner posts ore to be supplied by Royal U1traframe these must be positioned beneath every roof glazing bar except at double door openings
and in the centre of the bay.
14' 9" (4500mm)
13' 11" (4250mm)
131" (4000mm)
12' 3" (3750mm)
20 psf
30 psf
13' 1" (4000mm)
12' 3" (3750mm)
11' 6" (3500mm)
IS' 0" (4500mm)
13' 6" (4100mm)
12' 4" (3750mm)
16'6" (5000mm)
IS' 6" (4750mm)
14'6" (4400mm)
13' 6" (4150mm)
I
Please note: Double door openings should be positioned between tie bar positions. All tie bars must be. located at structural mullion
positions.
Please read in (onjunctionwith the advisory note on page 26.
3 114" [
1"
VINYL TOP CAP
WITH CO-EXTRUDED GASKET
5/8",3/4",1"
MULTI-WAll
POL YCARBONATE
STRUCTURAL ALUMINUM
6063 T6
GLAZING BAR
VINYL
UNDERClADDING
WITH CO-EXTRUDED
GASKET
7 SERIES VICTORIANffRANSOM BAR
VINYl TOP CAf'
WITH CO-EXTRUDED
GASKETS
31/4"
. VINYL
UNDERCLADDING
WITH CO-EXTRUDE
GASKET
A
23/8"
wr
STRUCTURAL
STEEL INSERTS
5/8",3/4",1"
MUL TI.WAll
POL YCARBONATE
STRUCTURAL ALUMINUM
6063 T6
GLAZING BAR
7 + SERIES VICTORIANffRANSOM BAR
W
VINYL TOP CAP
WITH CO-EXTRUDED GASKET
STRUCTURAL ALUMINUM
6063 T6
GLAZING BAR
VINYL
UNDERCLADDING
WITH CO.EXTRUDED GASKET
3 114"
7 SERIES STARTER BAR
FLASHING DETAil BY
OTHERS DEPENDANT ON
ADJACENT WALL TYPE
FIXING BY OTHERS,
DEPENDANT ON
WALL TYPE
STD 5' - Eavesbeam / Gutter Assembly
GLAZING MATERIAL -
518",3/4", 1"
MULTI-WALL POL YCARB.
2 NO. 1I4"DIAMETER x 1"
LONG GRADE A325
(OR BETTER) BOLTS
- ZINC COATED
VINYL EAVES SEALING
PROFILE BETWEEN
GLAZING BARS
VINYL THERMAL TRIM
VINYL FASCIA
THERMAL CLADDING
STRUCTURAL ALUMINUM
6063T6 EAVES BEAM
VINYL SIDE FRAME
(ACTUAL PROFILE USED
MAY DIFFER)
4 1/4'
31/4"
3 318"
7,7+,7 SERIES BOLSTERED
GLAZING BARS
VINYL GLAZING BAR
END CAP
VINYL GLAZING END PROFILE
WITH CO-EXTRUDED GASKET
VINYL CLASSIC GUTTERING
TRACE HEATING
IF REQUIRED
SPECIFICATION AND
DESIGN BY OTHERS
VINYL UNDERGUTTER TRIM
FIXING SCREWS TO SUIT
FRAME SUPPLIED,
SPECIFICATION BY
OTHERS ALSO
FIXING INTO STRUCTURAL
MULLIONS AND CORNER POSTS
STD 8 -1350 Corner Post
EXTERNAL VINYL CLADDING
VINYL SIDE
FRAMES
" ]
FIXING SCREWS TO SUIT FRAME TYPE
EG, FIXING SCREWS 1/4 "DIAMETER x 1 1/2" LONG
AT 20" eTRS - EXTERNALLY FIXED
~
~
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ED
/
/
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~
~
~
~,
STANDARD 1/2" OFFSET
1/2" TO SIDE FRAMES
SII
-601,
GIA
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I ' ,
INTERNAL VINYL THERMAL CLADDING
.,oN
31/4"
-
II
STD1
Full Ridge Assembly Details
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DECORATIVE
CRESTING CHANNEL
(CRESTING NOT SHOWN)
VINYL RAIN BAFFLE BACKING
WITH CO-EXTRUDED GASKET
NYLON HOLDING DOWN
T BOLT
TOP CARRIAGE
ASSEMBLY
STRUCTURAL ALUMINUM
RIDGE BODY (6063 T6)
2 NO, 1/4' DIAMETER X 2"
LONG GRADE A325
(OR BEITER) BOLTS
. ZINC COATtD
THREE SECTIONS ARE AVAILABLE, PITCH RANGES FROM 200 TO 3"00
II
STD 11 - ""fie Bar Assembly
,
,-
RIDGE DETAILS
..
'"
TIE BAR TO
GLAZING BAR
DETAILS
liD
, , . . ",' . '. COmpOhen S"
3/8" NUTS AND
WASHERS TO SUIT
3/8" MILD STEEL
THREADED BAR
CAST ALUMINUM
LM27 BOSS RING
VINYL COVER SLEEVES
5 ~AY TIE BAR
OPTION AVAILABLE
STD 112 -lie Bar Details
; I
--
ALUMINUM
BRACKET (6063 T6)
@ l' 7 5/8" CTRS
VINYL COVER SLEEVE
RIDGE ASSEMBLY
3/8" NUTS AND
WASHERS TO SUIT
3/8" MILD STEEL
FULL Y THREADED BAR
3 WAY TIE BAR BOSS
VINYL COVER PLATES
," " '. ". .,' '. . . .' . . 'Components
S-rD 14 - Corner Post Fixing Detail
--
,,\.
WINDOW
FRAMES
NOT SHOWN
FOR CLARITY
~<-i
EAVES BEAM
2 OFF FIXINGS SCREWS
1 1/2" BY 1/4"D1AMETER
EACH POSITION
SUPPLIED BY ROYAL
UL TRAFRAME (EFS004)
ALUMINUM CORNER
POST - VINYL CLADDINGS
NOT SHOWN
CORNER POST OR
STRUCTURAL MULLION
I
FIXING SCREWS 1/4"x3"LONG
EACH POSITION SPIKED
THROUGH POST INTO
WINDOW SILL OR BASE
WINDOW SILL OR BASE
FIXED AND SPECIFIED
BY OTHERS
STD 7 'Wind Post / Structural Mullion
-
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-- V_ol
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'\ N ?i
~
,....
FIXING SCREWS TO SUIT FRAME TYPE
FOR EXAMPLE 1/4"DIAMETER x 1 1/2" LONG AT
20" CTRS
INTERNALLY AND EXTERNALLY FIXED
AND STAGGERED
~<.J
\
ALUMINUM 6063T6 STRUCTURAL POST
STANDARD 1/2" OFFSET
FROM SIDE FRAMES
VINYL SIDE
FRAME
31/4"
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Table showing conversion of ground snow loads
to roof design snow I~ads
PITCH
20.00
25.00
U. 30.00
U)
Do
"0 35.00
fa
0 40.00
...
~ 45.00
0
C
U) 50.00
"0
C 55.00
:s
0 60.00
'"
a
65.00
70.00
75.00
Roof Design Snow Load
00 150 200 250 300
20.00 20.00 18.00 16.40 14.60
21 .00 21 .00 18.90 17.22 15.33
25.20 25.20 22.68 20.66 18.40
29.40 29.40 26.46 24. 11 21.46
29.96 27.55 24.53
\
N/A N/A
N/A
N/A
N/A
N/A
N/A
N/A
48.22
N/A
42.92
45.99
I 1- 20psf Roof Design snow load governs
I 1- 30psf Roof Design snow load governs
~] _ 40psf Roof Design snow load governs
I 1- SOpsf Roof Design snow load governs
For example -
Some parts of New York the ground snow load is 40Ibs/ft2. This allows use of a
roof design snow load of 30psf( D ).
~ , '! ,,', i --,: 'I
Ground snow loads are factored down to roof design snow loads in
accordance with American Society of Civil Engineers Document
ANSI/ ASCE 7-95. Factors are determined in accordance with section
7.4(cold roof - unobstuctured slippery surfaces). The values in the'
above figure are based on lIuniform" snow loads.
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PROFESSIONAL ENGINEER
I herebycenity1hatthis pIen. specIftca'6cn. Of
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Print Name: Eric P. Kachele
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Engineering stamped approvals for Maine, New Hampshire and Vermont pending.
Additional seals for other states are being added regularly - call (416) 7407888 for the latest update.