HomeMy WebLinkAbout0105385-BuildingOSHKOSH
ON THE WATER
.lob Address 2570 SHERIDAN ST
Designer
Category 111 - Single Family Addition
CITY OF OSHKOSH
BUILDING PERMIT - APPLICATION AND RECORD
Owner JERRY N/MARY M JOHNSON
Contractor
Create Date
FOUR SEASONS HOME REPAIR*04/19/00
Plan
No 105385
10/30/2003
Type I(~ Building (~ Sign (~ Canopy (~ Fence (~ Raze
Zoning Class of Const: Size
Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ~J Projection
Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies
Garage 0 Sq. Ft. Baths 0 Signs
Foundation ~ Poured Concrete ~ Floating Slab ~ Pier O Other
48" of frost protection
~ Concrete Block ~ Post ~ Treated Wood
Occupancy Permit Required Flood Plain Height Permit
Park Dedication # Dwelling Units 0 # Structures 0
Use/Nature
of Work
SFR/Constructing a 13'x16'6" sunroom addition on the rear of the house. The glassed room will be installed on a 4' frost wall. This room will
not be heated and an insulated door will remain between the addition and existing house. Access will be provided for the addition through the
~xisting basement.
HVAC Contractor
Electric Contractor
Fees: Valuation
Issued By:
MJM ELECTRIC LLC
Plumbing Contractor
$29,000.00 Plan Approval $40.00 Permit Fee Paid
$122.00 Park Dedication $0.00
Date 11/18/2003 Final/O.P. 00/00/0000
Permit Voided
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 Date
Agent/Owner
Address 1801 ASHLAND AVE OSHKOSH WI 54901 - 0000 Telephone Number
920-231-7541
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.
Recei' ed_ 11/ 3/03 9:39AM; 6312189076 -> Remodeling and Design Group; Page 2
Nov- "03 -03 10: 1•rom -Four Seasons Solar 6312189076 T -094 P 002/002 F -478
ENGINEERING DEPARTMENT
SYSTEM 6 SUN & STARS ROOMS:
C !: SIUN
ENGINEERING AND STRUCTURAL
Outdoor Liv=ng...Indoo'sly ( LOADING INFORMATION
AN up_74ArQAMe PLc C_ ^, v1v ♦ N�
:�
EFFECTIVE DATE: 10 -03 LD
BW HEIGHT GG HEIGHT XH H EIGHT
SYSTEM 6 WOOD BEAM WOOD BEAM - ROOF . MAXIM UM WND SPEED ROOF MAXMUM WND SPEED ROOF MAXMUM WND SPEED
MODELS DEPTH O- C_SPACING LIVE EXPOSURE LIVE EXPOSURE LIVE EXPOSURE ,
LOAD B C D LOAD B C 0 LOAD B C D
(psf) (mph) (mph) . (mph) , (psf) . (ph) (mph) (mph) (psf) (mph) (mph) Lmph)
WCLT - - 3 3/8" 2' -7 3/4" 240 190 145 130 240 185 , 140 125 240 155 120 105 ,
WCLT -5 3 318" 2' -7 314" 105 I 'W 130 115 100 160 125 110 97 130 100 90
WCLT -8 3 318" _ 2' -7 3/4" 55 155 120 105 52 145 110 _ 100 49 115 , 90 80
WCLT -10 3318" 2'- 7 314" 30 140 105 95 28 130 100 90 26 100 80 70
5" 2' -7 314" 72 140 105 , 95 68 130 100 90 65 100 80 70
3 3/8" 2' -7 314" 16 130 100 90 16 125 95 85 16 100 80 70
WCLT -13 5 " 2• -7 3/4" 42 130 100 90 42 125 95 85 40 100 80 70
"14: w.;4,.'' I,'`^./. 0 ';'l'I'.17h1',,..1;Hj;l,';i ;. I 41•1„I;Ir' i/ qYC +;, j1 „. lil ,. '' . 6 :!;•.;(ldi J'! I
WCLT-3 _ 3 3/8” 3' -1 3/4" 200 175 135 120 200 170 130 115 200 145 110 _ 100
WCLT -5 33/8" 3' -13/4" 95 160 125 110 92 155 120 105 80 130 100 90 ,
WCLT -8 3 318" 3' -1 314" 45 140 105 95 43 _ 140 - 105 95 40 115 90 80 -
3 3 /8" 3' -1 3/4" 25 130 100 90 23 130 100 90 21 100 80 70
WCLT -10 5.. 3'-1 3/4" 60 130 100 90 58 130 100 90 53 100 80 70
WCLT -13 33/8" 3' -13/4" 14 115 90 80 14 115 90 80 13 100 80 70
5" 3'- 13/4" 36 125 95 85 35 125 95 85 33 100 80 70
- .1', fy - ? . .. Ri. y - f'T a� ..' ^' . ‘ 41'1 ). f / X
,1 ' .?X v p ..
/ u' . . . . I Nauruan) 7 ^ a .,n f i h
-C �"� ILLINOIS
ALABAMA ARIZONA ARKANSAS CALIFORNIA COLORADO CONNECTICUT DELAWARE FLORIDA GEORGIA IDAHO • Aiu ,
i. �. �. .." ° "y. /.•' =� j'' r ' -
° "� ` �n� M StY `:' >:.., �. �� . 'S
' �J L +vim
_ W i/ - KA KEN Y LOU Y Nu3ERS MICHIGAN MINNESOTA Ml,sl°EIPPI MI SSOURI orit, • KANSAS KENN IM1N[ MAR uND MASu'AC
.. 4 . ,, : ,A 4-1 " • .,4, ir," 4...„.„,.. IOWA . CE :_ wis,...,, ., _ ,,,,,,,,. :4, c.,F.F),i gr',73 . ,,,- • : ,4. 1E) e * .. .,..
, 1..... . ,.I4 7 F.p!
MONTANA NEBRASKA NEVADA NEW HAMPSHIRE NEW JERSEY NEW MEXICO NEW YORK NORTH CAROLINA NORTH DAKOTA OHIO OKfAF1OMA
�r� �
..r.... -. ..- -1-.- f, -c 99 I 1 1 nr I- k � u l . : i : :; ,t
=-,Zr: 3c'':" .,- . ` r...F' NOTES:
OREGON PENNSYLVANIA PUERTO RICO RHODE ISLAND SOUTH CAROLINA SOUTH DAKOTA 1) ROOF RAFTERS ARE GLUE- LAMINATED NORTHERN FINE
2) DEAD LOAD OF ROOF SYSTEM IS 7 PSF
n Al y "7" � '`~ < �'�' 3) ALL UNITS SHOWN ON THIS FACIE ARE ACCEPTABLE FOR CONSTRUCTION IN
�... zo ,. - SEISMIC ZONE 6 .
�.. ` - - --- I ; c Is. )I- - i _ I ti I • : r 4) DEFLECTION ARE BASED ON U150 CRITERIA.
'�' �I L ti am , � 1 - )��y,�.✓) 5) WINDS ARE BASER ON ENCLOSED STRUCTURE • L °� a cs` r ,,,1--',.? . ,. � � - 5)THIS suMMARY PERTAINS NS TO THE STT RUCTURAL INTEGRITY OF OUR UNIT UP
TENNESSEE TEXAS UTAH VERMONT VIRGINIA wnswNGTON TO, BUT ANY NEW CONSTR CTION, ALLSUBSTRUC URE DESIGN RO
. IMP" g,� a.... `,.,y DOES NOT ACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY
' N a' - I ATTACHMENTTO THE 8XISTING STRUCTURE, THESE MAY INCLUDE SNOW
wFB -" T VIRGINIA W: WYOMIN `.� NG D.C. DRIFTING OR UNBALANCE SNOW LOADING. ANYSPECIAL LOADING
CONDITIONS MUST BE EVALUATED BYOTHERS.
8) ENGINEERS CERTIFICATION: I LAWRENCE FISCHER CERTIFYTHAT THESE
ENGINEERING SPECI0CAT1ONS HAVE BEEN PREPARED UNDER MY DIRECT
SUPERVISION AND THAT I AM AREGISTERED PROPCSSIONAL ENGINEER IN THE
STATES SHOWN.
REFERENCE NUMBER: 3102