HomeMy WebLinkAbout0101594-Building (foundation/windows)OSHKOSH
ON THE WATER
Job Address
Designer
Category
Type
1115 DOVE ST
141 - Exterior Remodeling
Owner GREGORY S STELTER
CITY OF OSHKOSH No 0101594
BUILDING PERMIT -APPLICATION AND RECORD
Create Date 05/19/2003
Contractor DROESSLER CUSTOM HOMES
· Building (~ Sign O Canopy O Fence O Raze
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 O Other
O Concrete Block (~ Post (~) Treated Wood
Occupancy Permit Not Required Flood Plain __
Park Dedication # Dwelling Units 0
0 Ft.
Size
[] Projection]
Canopies 0
Signs 0
Height Permit
# Structures
Use/Nature SFPJ Installation of (13) 18" piers w/48" of frost protection to repair the existing foundation. This permit also includes siding the house,
of Work installation of new windows, and installation of skirting around the pier foundation.
HVAC Contractor
Electric Contractor
Fees: Valuati n
Issued By:
Plumbing Contractor
$8,800.00 Plan Approval $0.00 Permit Fee Paid $60.00 Park Dedication $0.00
Date 05/19/2003 Final/O.P. 00/00/0000
[] Permit Voided
Signature -~In the perfo~f this work , agree to erform al~_rsuant t~o rules governing the described construction. ~J~~Agent/Owner - Date
Address 430ZARLING Oshkosh WI 54901 - 0000 Telephone Number 232-3548
I I I
I
___j [ J L__-- J b --J ,. - --
I
INDIC. ATI=,f;, EXISTINO ~ - -
INDIOATE~
EXI~TIN~ INTE~IO~
BEAM TO ~EMAIN
n r ] r------n r .... n I /
_ I I I I I I . I I
I
U ----J L -- J L------J I.___ __J L-- --J
~ ~'I"IAC) EE:) A~EA INI~ICATE~, __INI::)ICATI=5
LIJALL, FLOOt~, AND t~OOF EXISTIN~
LOA~ 5UPPOt~TEC) ~¥ AN PEI~IMETE~ ~EAM
INI::)IVlDLIAL PIETY. TO I~EMAIN
P.T. BLOCKING BENEATH EXISTIN~ ~,X~,
BOLTED TO NEU,I PIER FOUNDATION BT
(3) I/~, ANCHOR BOLT IMBEDDED INTO
CONCRETE
12' (NOM) 5~UARE CMU FILLED 5OLID --
WITH (4) "5 VERTICAL REBAR INTO
CONCRETE BELOW
I~,' DIA CONCRETE 5ONOTUBE MtN 48,' ~
BELOUJ GRADE WITH (4) CONTINUOUS
VERTICAL "5 REBAR INTO CMU AE~VE
AND FOOTING BELOW
3'-O' X 3'-O' X I'-O' DEEP CONCRETE
FOOTING WITH (5) "5 REBAR EACH WAT.
TIE INTO VERTICAL REBAR TTPtCAL.
P.T. BLOCKING BENEATH EXISTtNG ~X~, --
BOLTED TO NEW PIER FOUNDATION BY
(3) I/~, ANCHOR BOLT IMBEDDED INTO
CONCRETE
12' (NOM) 5(:;;~JARE CMU FILLED 5OLID
WITH (4) "5 VERTICAL REBAR INTO
CONCRETE BELO~
EXISTING & X 8 IqOUSE BEAM
1~,' DIA CONCRETE 5ONOTUBE MIN 48'
BELOW GRADE WITH ('4) CONTINIJOU5
VERTICAL "5 REBAR INTO CMU ABOVE
AND FOOTING BELOW
3'-O' X 3'-O' X 1'-O' DEEP CONCRETE --
FOOTING WITH (5) "5 REBAR EACH WAY.
TIE INTO VERTICAL REBAR TTPICAL
EXISTING GRADE
PIER FOUNDATION DETAIL
Tributary Area Square Ft lbs/sq, ft. Total Weight
First Floor
Second Floor
Wall load
2805 lbs
51 sq. ft. 55 lbs./sq, ft.
51 sq. ft. 55 lbs./sq, ft.
8.75 ft. 50 lbs/ft.
Roof Load 118 sq. ft. 45 lbs./sq, ft. 5310 lbs.
11595 lbs max.
2805 lbs
675 lbs.
I&*'O~C.
·
1
TOTAL
LOA~
FCCTiNG
OR
SIZE
3,66
12.0
27,7 I 12,0
$3,6 I 12,0
40,0 ' 12o0
12,0 /~'33 !2,0
12.0 q,65 12,0
12,0 5,00 12,e
t2,0 ..... ~',~"~ ..... ....... ~'~5'"'~ .....
'~ O
12,0
12,0
12,0
12,0
12,0
12,0
12,0
12.0
12,0
12,0
12,0
12,0
12~0
12.0
19.0
13.C
14.0
14.0
15o0
16,0
16,0
17.0
17.0
17,0
5,66
6,00
5 .'33
6 ,'66
7,00
7.3:~
7.5A
8.00
8.3,3
8,66
9,00
9.3,3
9,56
IO,OC
10,33
10,66
11.00
11.2,3
ll.CS
12,CO
12.33
12.06
13,00
13,33
!3.55
14.00
1A,33
lq,CO
15,00
!2,0
!q.O
14'0
14.0
i6','0"'
18,0
18.0
18.0
23.0
20,0
2o','0
22,0
22,0
24. O
24.0
2/i.0
26,0
26.0
2G,O
2b,O
28,0
2g,O
2J.O
30.0
3C,U
30,0
30.C
32.3
46.9
62.5
...... 71,1
80,3
90.0
100.3
111.1
1£2.5
134,4
146.~
160.0
~.173,6
187,~
292,5
217,8
223,6
250,0
266,9
284.4
302,5
321,I
340,3
360,0
380,3
401,i
422.5
44a,5
467,0
490,0
513,6
557,8
562.5
5
?
9
10
11
13
10
i1
1!
i6
] 4
17
2o
d J
EA, WAY
SIZE
4
4
5
5
6
6
5
6
7
?
7
7
-?
7
7
7