209 Sir Lawrence Dr - BR08-001027 (STORAGE SHED) (A)04CITY OF SANFORD PERMIT APPLICATION _ 13-1
Application # :")j--
a
4ob:Address: P E % gtlb L_4�12-4-lellG �� 1 a
Parcel ID:
Zoning:
Sttal Date:
Vali ff Work:
Historic District:
JMe eription of Work: JC � _. 5 �� Square Footage: 07J 6p
• • • • •
Permit Type: Building X_ Electrical ❑ . Mechanical ❑ Plumbing ❑Fire Sprinkler/Alarm 0......
•••••• •• • • • • • •
Pool ❑ Sign ❑
Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑
Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New ❑ (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential ❑ Commercial ❑
Occupancy Type: Residential ❑ Commercial ❑ Industrial ❑ Occupancy Use Group(s):
Construction Type: # of Stories: __J_ # of Dwelling Units: Flood 'Zone: (FEMA form required )
........................................................................................................................
Property Owner: �i7:) W / L•Ci SGV t,- Contractor:
Address: A -7p 4 s- P4- Address:
Phone: _c07 ) 2 3 -;? yL7--mail:
Bonding Company:
Address:
Phone: State License Number:
Mortgage Lender:
Address:
Architect/Engineer: Phone:
Address: n Fax:
ice! � r
Plan Review Contact Person: � Phone: D% /� Fax:
E-mail:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE
FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of per lit is verification that I will notifyy the owner of the property of the requirements of Florida Lien Law, FS 713.
a� D
Signa ure of Owner/Agent 15ate Signature of Contractor/Agent Date
. aet4111f l:..
P int wner/Age i'� a �
y� E
Signature of'Ltotary-State , ,'Igrrda. ;" !. Date
..0 G ry 9a_
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Owner/Agen��'l,.:Persorlally Kn 2`Z`�"° cur
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APPROVALS: ZONING: �' �� /I UTIL: FD:
Special Conditions:
Rev 07.07
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is _ Personally Known to Me or
Produced ID
ENG: BLDG:
0 01
i I /��,
2 X G CONVENTIONAL
FRAMING TRUSSES 24" O.C.
SHEATHING CLIPS - METAL CLIPS
ONE CLIP PER EACHTRU55 SPACE
3 TAB SHINGLES OR EQUAL OVER
! 5LB FELT AND 7/1 G" 051
SHEATHING
12
PITCH
MT5-1 2 TW15T 5
STRAP
SIMP50N 51`2 —
PLATE TIE
2X4 SUB FASCIA
WRAPPED IN ALUM.
3" METAL
DRIP EDGE
LEVEL RETURN ALUM.
VENTED SOFFIT
"J" CLI P
VYNIL 51DING OVER WEATHER
KE515TANCE BARRIER AND
055 BOARD
i
SCALE: 3/4" = P-0"
– 2X 10 CEILING J015T
(2) 2X4 T/ PLATE
STORAGE
SHED
2X4 STUDS I G" O.C.
2 " 'J' BOLT OR EQUIVALENT AT 4'-0"
'O.C. 1'-0" MIN. FROM CORNERS
2X4 P/T B/PLATE - SEAL TO CONC.
SPI PLATE TIE
MINIMUM WALL AND HEADER STUD
UPLIFT NAIL SPACING51MP50N
777777;7
REQUIREMENTS
VERTICAL
HORIZ.
FIELD
MAXIMUM HEADER SPAN (FT.)
51ZE
SPACING
SPACING
3' G' 1 9'
12'
8d
4" O.C.
NUMBER OF JACK STUDS
12" O.C.
SHEATHING
— — -- —_ — —
SUPPORTING END OF HEADER
! 1 2
2
UNSUPPORTED
STUD
NUMBER OF FULL LENGTH STUDS
WALL HEIGHT
SPACING
AT EACH END OF HEADER
n
0
10'
121N.
2
2
3
3
ORI ESS
I G IN.
2
2
3
3
24 IN.
1
2
2
2
GREATER
121N.
2
2
3
4
THAN 10'
1 G IN.
2
1 2
1 3
(n
3
�w
24 IN.
1 1
2
2
g
2
U5E L5TA 12 FROM HEADER TO TOP
PROVIDE A MIN, OF 2X NOMINAL ON PLATE IF CRIPPLE 15 LESS THAN G"
HEADERS AS INDICATED ON PLANS ADD A 5P-4 AT TOP PLATE IF CRIPPLE
WITH 1/2" PLYWOOD FLITCH. 15 GREATER THAN G"
3 1/2" CONC. SLAB
W/ FIBERME5H IN
SLAB
G MILL VAPOR
BARRIER
(2) #5 BARS CONT.
8" X G' MONOSLAB
SP -4 AT ALL JACK
AND HEADER 5TUD5
TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS
UPLIFT CONNECTION 15 REQUIRED AT EACH END OF
HEADER AND AT BOTTOM OF HEADER STUDS IN
ADDITION TO CONNECTORS AT WALL STUDS AND AT
TOP AND BOTTOM OF CRIPPLES.
4
3 3
-
GABL. ROOF
'41 41 41
ROnF ain�F
z------------_.._�
HIP ROOF
4'
l�
30 X 42"
CONC. PAD
8" X G" MONOLITHIC '
FOOTING W/ 2#5 BARS I
CONT.
�J
ROOF SHEATHING FASTENING SCHEDULE:
USE 8d COMMON NAILS ( TYPICAL )
PANEL EDGES PANEL FIELD
0.
IQ NAILS G" O.C. Q NAILS'�O.C.
Oz NAILS G" O.C. 2Q NAILS G" O.C.
a) NAILS 4" O.C,sQ NAILS G" O.C.
NOTE: USE 8d RING SHANK NAILS IN ZONE (
IF MEAN ROOF 15 GREATER THAN 25'.
ROOF FASTENING ZONE$
NOTES:
1- ASPHALT SHINGLES SHALL COMPLY WITH ASTM D
31 G I ( MOFIFIED TO 110 MPH ) OR M -DC PA 107-95.
2- SHINGLES SHALL BE INSTALLED ACCORDING TO
MANUFACTURERS SPECS.
EXTERIOR WALL GABLE END SHEATHING
UPLIFT NAIL SPACING51MP50N
777777;7
NAIL
VERTICAL
HORIZ.
FIELD
REQUIRED
51ZE
SPACING
SPACING
SPACING
7/1 G"
8d
4" O.C.
4" O.C.
12" O.C.
SHEATHING
— — -- —_ — —
FF RID I E VENT
I I I
I I I I
HEADER
II II
0
n
0
LSTA24 AT ALL JACK
it I`
STUDS
NAIL SPACING @ 4"
0
I) I
O.C. AT EDGES
w
II II
o
II II
z
4
u
II IIS
(n
II II
�w
O
o
g
Q
I`I I`I
l�
II II
0
II II
[
�
Lu
II 1'.
3 1/2" CONC. SLAB
2 "'J' BOLT OR EQUIVALENT AT 4'-0"
JACK 5TUD5
CONC. FTG.
O.C. 1'-0" MIN. FROM CORNERS
"r\'Ps SHWL.
UPLIFT
Q
J
a
FULL LENGTH HEADER
`n
STUDS
Q
NO UPLIFT
CONNECTION
N
REQUIRED
- - --
= 7 -
II II
II II
3 1/2" CONC. SLAB
W/ FIBERME5H IN
SLAB
G MILL VAPOR
BARRIER
(2) #5 BARS CONT.
8" X G' MONOSLAB
SP -4 AT ALL JACK
AND HEADER 5TUD5
TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS
UPLIFT CONNECTION 15 REQUIRED AT EACH END OF
HEADER AND AT BOTTOM OF HEADER STUDS IN
ADDITION TO CONNECTORS AT WALL STUDS AND AT
TOP AND BOTTOM OF CRIPPLES.
4
3 3
-
GABL. ROOF
'41 41 41
ROnF ain�F
z------------_.._�
HIP ROOF
4'
l�
30 X 42"
CONC. PAD
8" X G" MONOLITHIC '
FOOTING W/ 2#5 BARS I
CONT.
�J
ROOF SHEATHING FASTENING SCHEDULE:
USE 8d COMMON NAILS ( TYPICAL )
PANEL EDGES PANEL FIELD
0.
IQ NAILS G" O.C. Q NAILS'�O.C.
Oz NAILS G" O.C. 2Q NAILS G" O.C.
a) NAILS 4" O.C,sQ NAILS G" O.C.
NOTE: USE 8d RING SHANK NAILS IN ZONE (
IF MEAN ROOF 15 GREATER THAN 25'.
ROOF FASTENING ZONE$
NOTES:
1- ASPHALT SHINGLES SHALL COMPLY WITH ASTM D
31 G I ( MOFIFIED TO 110 MPH ) OR M -DC PA 107-95.
2- SHINGLES SHALL BE INSTALLED ACCORDING TO
MANUFACTURERS SPECS.
EXTERIOR WALL GABLE END SHEATHING
UPLIFT NAIL SPACING51MP50N
777777;7
NAIL
VERTICAL
HORIZ.
FIELD
REQUIRED
51ZE
SPACING
SPACING
SPACING
7/1 G"
8d
4" O.C.
4" O.C.
12" O.C.
SHEATHING
— — -- —_ — —
SCALE: 1/4" _ P-0"
NOTE:
CONCRETE SLAB TO BE 3/2" THICK - 2500 P51 - W/
FIBER MESH OVER G MIL VAPOR BARRIER. TERMITE
TREATED
SCALE: 3/8" _ P -O"
3/2'
2 X 4 WALLS @ I G" O.C. ATTACHED
TO BOTTOM PLATE WITH SP4 @ 48"
O.C. AND 5P I @ EVERY OTHER
STUD AND MTS 12 AT TOP PLATE AT
EVERY ROOF MEMBER
STORAGE 5HED
O
CONCRETE SLAB
8'0" CLG.
(BOTTOM PLATE) - 2 " 'J'
BOLT OR EQUIVALENT AT
GO O.C. I 1-011 MIN.
FROM CORNERS
MT
30 X 42"
CONC. PAD
O
OP
FLO" PLAN
SCALE: 1/4" _ P -O"
3y2'
n■
m
3 TAB SHINGLE
VYNIL 501�
SCALE: 1/4" = I' -O"
3 TAB SHINGLE
VYNIL 51D11\
50"'UTH
ELEVATION -
SCALE: 1/4" = P -O"
2XG TO 2X8 RIDGE
r 3-! 2d NAILS (TYP.)
UPLIFT NAIL SPACING51MP50N
le L -
5P-2 PLATE ANCHORS AT
9)
TOP AND 5P-1 PLATE ANCHORS AT
Z
2 X G HIP MEMBER (TYP.)
BTM. OF EVERY OTHER STUD
— — -- —_ — —
FF RID I E VENT
I I I
I I I I
II II
NAIL SPACING @ 12"
O.C. IN FIELD
it I`
NAIL SPACING @ 4"
0
I) I
O.C. AT EDGES
w
II II
o
II II
z
4
u
II IIS
(n
II II
�w
o
g
I`I I`I
l�
II II
0
II II
[
�
Lu
II 1'.
3 1/2" CONC. SLAB
2 "'J' BOLT OR EQUIVALENT AT 4'-0"
CONC. FTG.
O.C. 1'-0" MIN. FROM CORNERS
"r\'Ps SHWL.
UPLIFT
SCALE: 1/4" _ P-0"
NOTE:
CONCRETE SLAB TO BE 3/2" THICK - 2500 P51 - W/
FIBER MESH OVER G MIL VAPOR BARRIER. TERMITE
TREATED
SCALE: 3/8" _ P -O"
3/2'
2 X 4 WALLS @ I G" O.C. ATTACHED
TO BOTTOM PLATE WITH SP4 @ 48"
O.C. AND 5P I @ EVERY OTHER
STUD AND MTS 12 AT TOP PLATE AT
EVERY ROOF MEMBER
STORAGE 5HED
O
CONCRETE SLAB
8'0" CLG.
(BOTTOM PLATE) - 2 " 'J'
BOLT OR EQUIVALENT AT
GO O.C. I 1-011 MIN.
FROM CORNERS
MT
30 X 42"
CONC. PAD
O
OP
FLO" PLAN
SCALE: 1/4" _ P -O"
3y2'
n■
m
3 TAB SHINGLE
VYNIL 501�
SCALE: 1/4" = I' -O"
3 TAB SHINGLE
VYNIL 51D11\
50"'UTH
ELEVATION -
SCALE: 1/4" = P -O"
2XG TO 2X8 RIDGE
r 3-! 2d NAILS (TYP.)
L(2) 2 X,5 W/ 1 /2" FLITCH PLATE
SCALE: 1/4" = 1'-0"
TOP OF PLATE
_0'
-011
TOP OF SLAB
J015T TO JOIST
3-12d NAILS (TYP.)
2 X G CEILING J015T AT 24' O.C.
I I I I I 1 I
I I I I I I I
2 X 10 CEILING J015T
@ 24" O.C. –
i I I i I I I
I I I I I I I
2 X G CEILING J015T AT 24'0.C,
SCALE: 1/4" = I'-0"
NOTES:
1- TERMITE TREATMENT HASNOT BEEN VERIFIED
2- STRUCTURAL REVIEW ONLY.
3- ELECTRIC PLUMBINGIF IT EXI5T HAS NOT BEEN REVIEWED
AREA TABU LATI ON5
5TORAGE SHED — 25G -5Q. -FT
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2 X G HIP MEMBER (TYP.)
FF RID I E VENT
I I I
I I I I
L(2) 2 X,5 W/ 1 /2" FLITCH PLATE
SCALE: 1/4" = 1'-0"
TOP OF PLATE
_0'
-011
TOP OF SLAB
J015T TO JOIST
3-12d NAILS (TYP.)
2 X G CEILING J015T AT 24' O.C.
I I I I I 1 I
I I I I I I I
2 X 10 CEILING J015T
@ 24" O.C. –
i I I i I I I
I I I I I I I
2 X G CEILING J015T AT 24'0.C,
SCALE: 1/4" = I'-0"
NOTES:
1- TERMITE TREATMENT HASNOT BEEN VERIFIED
2- STRUCTURAL REVIEW ONLY.
3- ELECTRIC PLUMBINGIF IT EXI5T HAS NOT BEEN REVIEWED
AREA TABU LATI ON5
5TORAGE SHED — 25G -5Q. -FT
Z
W Z W
v
� m
v �
O
zv O + �Zaw
WZ h �Zd
29 mu 2
om ®lele c
mea+ dW O
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