HomeMy WebLinkAbout0142733-Building (det. garage) CITY OF OSHKOSH No 142733
OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD
ON THE WATER
Job Address 1008 MERRITT AVE Owner LYLE D ALLEN Create Date 08/23/2010
Designer Contractor GILBERT GARAGES LLC
Category 149 - Raze detached garage, construct detached garage Plan
Type 0 Building 0 Sign 0 Canopy 0 Fence 0 Raze
Zoning Class of Const: Size
Unfinished /Basement Sq. Ft. Rooms Height Ft. ❑ Projection
Finished /Living Sq. Ft. Bedrooms Stories Canopies
Garage Sq. Ft. Baths Signs
Foundation • Poured Concrete 0 Floating Slab 0 Pier 0 Other
0 Concrete Block 0 Post 0 Treated Wood
Occupancy Permit Required Occupancy Fee $0.00 Flood Plain Height Permit
Park Dedication # Dwelling Units 0 #Structures 0
Use /Nature SFR/ 22'x30' Detached Garage' Razing the existing detached garage and constructing a 22'x30' detached garage. The driveway is
of Work existing gravel. The contractor is using the continuously sheathed method with the continuous header for wall bracing with 2' returns.
HVAC Contractor Plumbing Contractor
Electric Contractor
Fees: Valuation $16,900.00 Plan Approval $0.00 Permit Fee Paid $130.00 Park Dedication $0.00
Issued By: Date 08/23/2010 Final /O.P. 00 /00 /0000
❑ Permit Voided Parcel Id # 1103330000
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 start ch activity.
have read and understand the afore -- - ntioned i � •:'
Signature 4_ ��" ',- _ - / . o Date /37/0 ____,I
Agent/Owner
Address 329 CLEVELAND ST MENASHA WI 54952 - 0000 Telephone Number 850 -6035
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.
City of Oshkosh
Inspection Services Division
PO Box 1
#111
Oshkosh, WI 54903 -1130
Phone: (920) 236 -5050
Fax: (920) 236 -5084 Of HKO.JH
Building Permit Application ON THE WATER
If you are a contractor participating in the Permit Fee Account System and have adequate funds, check here
if you want this processed through your account fl
JOB ADDRESS /a0? m c ieR /2 / lye'
OWNER G-G ( 7
CONTRACTOR — /C47 2
I am the: ❑ Owner OR i 'Contractor
USE CATEGORY
El Single Family ❑Duplexlti- Family ❑Rental ❑Commercial ❑Industrial
Work being done:
❑ Addition ❑ Deck/Porch/Patio ❑ Driveway/Parking
❑ External Remodeling ❑ Fence/Hedge/Kennelarage/Utility Structure
❑ Handicap Ramp ❑ Hot Tub /Spa ❑ Internal Remodeling
❑ Sign/Canopy /Awning ❑ Stair/Handrail ❑ Stove/Fireplace
❑ Simming Pool ❑ Wrecking Permit
[Other` %E,i 9 't ( 7 ���i;
Additional information, such as plan submittal and approval, may be required before issuance. Fliers,
located in the hallway, may be referenced to note if any additional information is necessary.
• Full description of work being done: X c ?40 - -84,Q4,.,_(=
Any work not included in this application is not permitted.
Value of the job $ / , , 700 (Value for materials and labor is required to ensure consistency in accessing permit fees for all
applicants.)
PLEASE READ, SIGN, & DATE:
I certify the above information is complete and accurate. Any deviations from the above submitted
information may require additional permits to be obtained. I acknowledge and agree to these terms.
Nan 'Rff27 6:
(Please i '1t)
ature:
Date: LI /Q
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DISCLAIMER
This map is neither a legally recorded map nor
a survey and it is not intended to be. nand as one. N
This drawing is a compilation of records „{lata
and information located in various city, county
and state offices and other sources affecting 1008 Merritt Ave A
the area shown and it is to be used for reference
purposes only. The City of Oshkosh is not re-
sponsible for any inaccuracies herein contained.
If discrepencies are found, please contact the
City of Oshkosh.
Created by - RL Scale: 1"= 20' 08/23/10
Source: City of Oshkosh GIS
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104 CHAPTER 5
FIGURE 5.22 Side Elevation
Method CS -PF — OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation Min. 1000 lb
Continuous Extent of header (two bd ll segments) I tension strap'.
portal Extent of header (one braced wall segment) racewa --' Strap shall be
frame panel centered at
P ony h ottom of
construction III, ' Bader.
wall ',2.1",',11, ,n, �'
height'' f f.
: „±
IRC Figure � �' Sheathing
R602.10.4.1.1 r . ; i 5," "4:;40.1._,,, fi if needed
(2009 Errata) " ��
�°
t 16d sinker
Reformatted
Header shall be Top plate nails in 2 rows
for clarity. 12 fastened to the continuity is �' n is o.c.
-x0 1 king re uired per Max. 4
�, kin stud with q y ,
Details of portal total '131 6 -16D sinker nails R602.3.2 att. z . Wood Structural
frame without hold wall r ` � panel must be
downs. height I Minimum 1000 lb head -to- ' continuous from
4 1.� K jack -stud strap shall be centered ' ':: f t of wall to
# ° t a t bottom of header and installed r bottom of wall,
Maxon backside as shown on x or from top of
ax it, ' '. side ., , x { . W
height s 2 id elevation wall to permitted
2' to 18' (finished width)
17u splice area
�, , 3 Braced wall line with • Fnll- length
g king studs
,:_ Min. number of continuous sheathin "i ; r'
I
studs shown No. of jack tuds � � , "
. s
per table R502.50 �
Full- length &2) f 3/8 min.
��-- tk wood
el
kin• stud
struct ural pan
s
) 2 Anchor bolts per R403.1.6 required
Foundation per code Not to scale
i ,
i 4 Fasten sheathing to header with 8d common nails in 3 -in. grid pattern as shown and 3 in. o.c. in all framing
` ' (studs and sills) typ.
For a panel splice (if needed), panel edges shall occur over and be nailed to common bloking and occur
" within the middle 24 in. of wall height. • One row of 3 in. o.c. nailing is required at each panel edge.
9 f F ® Min. length based on 6:1 height -to -wi For example: 16 in mi for 8 ft. height.
i l 'Per table R602.10.4.1.1
ill
' O VER RAISED WOOD FLOORS OR SECOND FL - FRA ANCHION
f OR OPT tg Nail sole plate
4 I Framing anchors Nail sole plate �` to joist per
to oist per - m £ . Table R602.3(1)
670 Ibt ta ble R6ratio. 02.3(1) App roved
s band joist • f� 3 S a y ms x ju ,�. ` 5 -'Y .,a
3' �'e Not to scale
1 11"; � Wood structural panel sheathing over approved b joist
p t � k
t '
,
f
OVER RAISED WOOD FLOORS OR SECOND FLOOR - WOOD ST PANEL OVERLAP O PieTIOte 1;
:t 8d Common Nail sole platey� to jois per
t ' table
nails 3" o.c. top to j oist 60r a 4
€ and bottom. Approved
table per 3(1)
a ` ,' m ban R602.3(1) d joist
( Min. . m. . $, ` ' , n` � - Via. :3
` overlap a � � �
I 9-1/4" � ,L '' '" Not to scale
Wood structural panel sheathing over approve band j oist
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