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CITY OF OSHKOSH N2 45337
PERMIT APPLICATION AND RECORD
TYPE: BLDG TG ELEC PLBG SIGN ZONING 1L FLOOD PLAIN HEIGHT
ADDRESS l �Z1 AA ta- Wi /aa ally PLAN NO.
OWNER (T9! 1 t'
DESIGNER II ireftler2 USE /NATURE OF WORK I� tt'tL(OS 0-' -21 4D )��'y w
Scale r- 00101 (4 s ect_ vet.S
Cj-sr,r- It-r -us Vri ..9-e, 1-0
BUILDING CONTRACTOR 6 ers
Size h2 KT Sq. Ft. t 0 Rooms Stories t
Height
Foundation y r‘S 4 g r./ Class of Const. eSe> Occupancy Permit 1'et d
e
HEATING CONTRACTOR
Heat A/C Vent Fuel /System Heat Loss BTU'S
ELECTRIC CONTRACTOR OW K. `L r
Electric Serv. New Change Temp Type Volts Amps
Fixtures Switches Receptacles Circuits
PLUMBING CONTRACTOR
BT WH Disp WSoft CBasin
_Lay Sh DW DF _San. Sewer
WC FDr _SP _Ur _Storm Sewer
_Sink LTub Eject _SS Water
Other
FEES: Valuation ADAM 1--- j Per j ee Paid 7 Park Dedication
ISSUED BY A rL.'� 4� /A_��. Date 478( -r Final /O.P.
In the performance of is work I agree to perform all work pursuant to rules governing the described construction.
SIGNATURE L
I AGENT /OWNER DATE
J
ADDRESS �k1/O 'rel L' 023? ntri
TELEPHONE
ZONING /LAND USE COMPLIANCE CHECKLIST
JOB LOCATION: 1221 ed 66,4 ZONING
PROPERTY OWNER/CONTRACTOR:
CONSTRUCTION DATA: New Construction Addition Alteration
TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.)
avL Clz_Q J eVs "°.K D b
COMPLIANCE CHECKLIST
DEFICIENT COMMENTS
Use
Lot Width
Lot Area
Lot Area Per Family
Floodplain
Front Yard
Front Yard Side Street
Rear Yard
Side Yards
Building Area
Parking Standards
Off- Street Loading Standards
Vision Clearance
Transitional Yard Standards
Landscape Standards
Height
Conditions of Approval
Compliance with P.C. or
BZA Conditions of Approval
Signage Standards
Drainage Plan
REVIEW AUTHORITY
As per Section 30 -5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or
designee, must approval 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.
e DENIED
Plan Commission Action Required
Variance(s) Required
REVIEWED BY: elikk DATE: b 1 F
Job Truss Truss Type Qty Ply
QUEENPOST 10 1
NOFFKE LUMBER 3.300 s May 261995 MiTek Industries, Inc. Fri Jun 23 06:53:21 1995 P e
T1 -10 -9 6 -3 -14 12 -0 -0 17 -8 -2 24 -0 -0 ?5 -10
1 -10 -8 6 -3 -14 5 -8 -2 5 -8 -2 6 -3 -14 1 -10 -8
4x4
5.00 x12 3
1 x4 1x4
2 4
1 T1
_:w2__;:__--
R1
ii I;
1 6 5
3x5 5 x 8 3x5=-
I
12 -0 -0 24 -0 -0
12 -0 -0 12 -0 -0
Plate Offsets (X,Y): (6:0- 0- 0,0 -3 -0]
LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /defl PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0.59 Vert(LL) 0.40 1/6 714 M20(20ga) 199/146
TCDL 7.0 Lumber Increase 1.15 BC 0.86 Vert(TL) 0.62 1/6 456
BCLL 0.0 Rep Stress Incr YES WB 0.46 Horz(TL) 0.06 5 n/a
BCDL 10.0 Code TPI Min Length LL deft 240 Weight: 74 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2 -10 -12 on center purlin spacing.
BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center bracing
WEBS 2 X 4 SPF Stud
REACTIONS (Ibs /size) 1= 1245/0 -5 -8, 5= 1245/0 -5 -8
FORCES
TOP CHORD 1 -2= -1908, 2- 3= -1402, 3- 4= -1402, 4- 5 -1908
BOT CHORD 5-6 =1747, 1 -6 =1747
WEBS 2 -6= -500, 3 -6 =654, 4 -6= -500
LOAD CASE(S) Standard
i
2 re f-- i
/22).x
Oil (J./pi/L/1.4r-
_Ii i-----' 7 1(-<-2-
(//717.17'
7 °/4
Job Truss Truss Type Qty Ply
SCISSOR TRUSS 1 1
NOFFKE LUMBER 3.200 s Mar 22 1995 MiTek Industries, Inc. Thu Jun 15 10:29:09 1995 P:
3 -11 -15 7 -0 -0 10 -0 -1 14 -0 -0
3 -11 -15 3 -0 -1 3 -0 -1 3 -11 -15
5.00012 f5x6=
3
2x4 2x4
2
cb 6 �g1 7
9x .5/M1.
1 5
3x12 3x12
3.000
7 -0 -0 I'G 1 14 -0 -0
7 -0 -0 7 -0 -0
Plate Offsets (X,Y): [1:0 1 4,0 3], [3:0- 0 -0,0- 1 -12], [5:0- 1- 4,0 -1 -3], [6:0- 0- 0,0 -3 -8]
LOADING (psf) SPACING 2 0 0 CSI DEFL (in) (loc) I /deft PLATES GRIP
TCLL 30.0 Plates Increase 1.15 TC 0,67 Vert(LL) 0.44 6 373 M20(20ga) 199/146
TCDL 7.0 Lumber Increase 1.15 BC 0.82 Vert(TL) 0.68 6 238 M16(16ga) 144/106
BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(TL) 0.46 5 n/a
BCDL 10.0 Code TPI Min Length LL defl 240 Weight: 40 (Ibs)
LUMBER BRACING
TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 1 -11 -10 on center purlin spacing.
BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center bracing.
WEBS 2 X 4 SPF Stud *Except*
W12X4 SPF No.2
REACTIONS (Ibs /size) 1= 1511/0 -5 -8, 5= 1511/0 -5 -8
FORCES
TOP CHORD 1 -2= -6687, 2- 3= -6683, 3- 4= -6683, 4- 5 -6687
BOT CHORD 5 -6 =6248, 1 -6 =6248
WEBS 2 -6 =107, 3 -6 =3164, 4 -6 =107
NOTES
1) Special hanger required to support concentrated loads.
LOAD CASE(S)
1) Lumber Increase =1.15, Plate Increase =1.15
Uniform Loads (Ibs per ft)
Vert: +.0, 2 -3= -74.0, 3 -4= -74.0, 4 -5= -74.0, 5 -6= -20.0, 1 -6= -20.0
ed Loads
Vert:3 1750.0
L
OWNER 4.,r-14.._ ADDRESS 494eg ire°lc.� tdJ
DATE 8' S4 PERMIT KisaaL USE
Work consists of /€5 r
GENERAL CONTRACTOR
MASON CONTRACTOR ZONE
Width of lot DATE INSPECTIONS
A 14.2*
e..J�w. s t le REMARKS
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