1315 Southwest Rd 12-16851 I 1 I I I
;f a.
CITY OF SANFORD
.. M BUILDING & FIRE PREVENTION
PERMIT
MAY 2 $ 2012 APPLICATION
Application No: Documented Construction Value:
Job Address: ��cJ 50ZA tAw 4_ %� Historic District: Yes ❑ . No ❑
Parcel ID:
Description of Work:
Plan Review Contact Person: _./l >�J
Phone: Gfy �' 3 j'W00 Fax:
Zoning:
E-mail:
Title: Oct
Property Owner Information
Name Phone:
Street: �, � %� V;? / Resident of property?
City, State Zip:
Contractor Information
Name '.ct-ffll Phone: L_/P -� �y
Street: Vyz' Fax:
T
City, State Zip: - Z— State License No.:
6A."-l'—d
Arch14 t/Engineer Information
Name. /e f - 2 Phone:
Street: Grb Fax:
City, St, Zip: �!` %�z% V E-mail: L
Bonding Company:
Address
Building Permit ❑
Square Footage:
Mortgage Lender:
Address'
PERMIT INFORMATION
Construction Type: No. of Stories:
No. of Dwelling Units: Flood Zone:
Electrical ❑
New Service =;No tof AMPS:
S S
Mechanical ❑ (Duct layout required for new systems)
Plumbing ❑
New Construction - No. of Fixtures:
Fire Spriulder/Alarm ❑ No. of heads:
$140.o-o
o� ��e
TABLE 301.2(2)
t
.COMPONENT F 0 CLADDING LOADS
FOR A BUILDING LDING w A MEAN ROOF 'HT OF
30ft LOCATED IN EXPOSURE
U E B sf
(P )
ULTIMATE DESIGN GN SPEED
V u!t (in mph)
TRIB .AREA
+ D
( ) VALUE DEROTES N OYES PRESSURE
SQ FEET
- VALUE DENOTES SUCTION
4
O
5 ,
.o
10
(+)35.3
(+)3513
(-)38,2
- C )47,2
20
(+)3317
(+)3317
(-)36,7
(-)44,0
50
(+)3116
(+)31,6
(-)34,6
(-)39.8
100
(+)30,0
(+)30.0
(-)33.0
(-)36,7
500
(+)26,3
(+)26,3
(-)29,3
(-)29,3
CONVENTIONAL FRAMING SPANS
MAX SPAN 24"O.C.
RAFTER SPANS
CEILING JOISTS
FLOOR JOISTS
2x6 12"o.c. 14'9" max span ` -
2x4 12"o.c. 9'3" max span
2x12 12"o.c. 23'4" max span
2x6 16"o.c. 13'5" max span
2x4 16"o.c. 8'7" max span
2x12 16"o.c. 20'2" max span
2x6 24"o.c. 11'9" max span
2x4 24"o.c. 7'3" max span
2x12 24"o.c. 16'6" max _span
2x8 12"o.c. 19'6" max span
2x6 12"o.c. 14'9" max span
200 12"o.c. 19'11" max span
2x8 16"o.c. 1T9" max span
2x6 16"o.c. 12'11" max span
2x10 16"o.c. 17'3" max span
2x8 24"o.c. 13'2" max span
2x6 24"o.c. 10'6" max span
2x10 24"o.c. 14'1" max span
2x10 12"o.c. 24'10" max span
2x8 12"o.c. 19'2" max span
200 16"o.c. 22'1" max span
2x8 16"o.c. 16'7" max span
200 24"o.c. 18'1" max span
2x8 24"o.c. 13'7" max span
2x12 12"o.c. 26'0"; max span
200 12"o,c. 22'9" max span
2x12 16"o.c.'26'0" max span
200 16"o.c. 19'9" max span
2x12 24"o.c. 21'4" max span
2x10 24"o.c. 16'1" max span
NOTE: ALL SPANS BASED ON #2 SOUTHERN YELLOW PINE DESIGN LOADS OF 20 PSF—UVE LOADS
10 PSF—DEAD LOAD
- VVIIVU L.UHU !CtLWUINLIVILIN I J Ur I Ht LU-i U t- LUKIUA t3UILUINU
CODE RESIDENTIAL EDITION .SECTION R301 DESIGN .CRITERIA AND
INCLUDING ASCE _7-10 AN 0 D 2 11 NEC.
SP4 OR RSP4 1. BASIC WIND SPEED. 139mP h ULTIMATE WIND SPEED V ult and
103mph 3 SECOND GUST NOMINAL WIND SPEED V asd
2. WIND IMPORTANCE FACTOR 1.0
3. CONSTRUCTION TYPE - SINGLE FAMILY RESIDENCE
HEADER
4. WIND EXPOSURE — CATEGORY B -
(SEE HEADER CHART)
5. INTERNAL PRESSURE -COEFFICIENT FOR ENCLOSED
X.
HEADER z
BUILDINGS IS '.18 & HEIGHT 8c EXPOSURE ADJUSTMENT
SIMPSON LSTA9 AT P
EVERY CRIPPLE BOTT. COEFFICIENT IS 1.0
FULL LENGTH
cn
WALL STUDS w
SIMPSON LST _
Al2 10d NAILS
- H
(�D12O.C.
HEADER STUDS BOTH SIDES
i
STAGGERED
2 ROWS
1(2 11 ,X 8" A.B.
48 O/C
I
I
H5 SP4 OR RSP4
LOAD BEARING WALLS
HEADER/STUD/STRAP CHART (NTS)
#2 SYP MAX
HEADER SIZE
MUM MEAD
SPAN # EA
@ FAC
R S7 UD(S) FULL I
fiE END S7-UD(Sl
ff END OF READE
ENgTW # STRAPS
@ EACH END
`
(2)2X6 5'-
(2)2X8 6'
1
1 1
(2)2X10 8'-
2
2 2
(2)2X12 91
2
2 2
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EXISTING
v
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r ,
NEW WD BEAM @ 16 0 C.
3 2X10, s
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BEDROOM
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