HomeMy WebLinkAbout1320 Olive AveC�TY OF SANFORD PERMIT APPLICATION
0/
Permit No,: i I G� � "/ Date:
Jab Address: {
°J
Permit Type: X_ Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler
Description of Work:
Additional Information for Electrical & Plumbing Permits
Electrical: Addition/Alteration Change of Service ,Temporary Pole ,New AMP Service (# of AMPS _ )
Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional)
Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines_ _ Number of Gas Lines
Occupancy Type:' �' Residential, Commercial Industrial Total Sq Ftg: �r1X Value of Work: $
Type of Construction: cr yYti ¢1 a Y'1 Flood Zone: Number of Stories: Number of Dwelling Units.
Parcel No.:
Owner/Address/Phone:
Contractor/Address/Phone:
(Attach Proof of.Ownership & Legal Description)
State License Number:
Phone & Fax Number: _ G
Contact Person: ,7 �� <_ ���")
Title Holder (If other than Owner): �1f �-
Address,
Bonding Company:
Address:
Mortgage Lender:_
Address:
Architect/Engincer
Phone No.:
Address: Fax No.:
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 pert -nit 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. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A'T'TORNEY 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 permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713,
�r
Signature of Owne /Agent Date Signature of Contractor/Agent Date
4nri.Owner/Ature of otary-State of Florida Date
;Q,,ppY Pry, : Kelly Davidson
My Comrnlssion CC977461
Of r,,0"s Expires October 25, 2004
Owner/Agent is Personally Known to Me or
VWoduced ID T�_ 1,,
APPLICATION APPROVED BY:
Special Conditions:
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally .Known to Me or
Produced ID
Date: ,M _5`2-0 0
m
1 x 4 BRIDGI
2x4SENT
(TYPICAL)
1 x 4 BRIDGII
WINDOW OPEC
2x4BOTTO
STEEL STUD
TYPICAL AT. E
209 18" LONI
TYPE BL OR
3/4" PLYWOC
2 x 6 SIDER/
ISOMETRIC
N.T.S.
r_________1 2 x 3" PRESS PLATES
BOTH SIDES ALL JOINTS
-w...-TALE_
1:. Sa1ECJ' NC 1
2 x 4 CONSTRUCTION
q CONCR E SLAB
51 ET J "�+flDTHUPLIFT
SIDE OF
I I
I4'-0"
287_9/—
--
1'-4"
12'-0"
I I
LF
1'-8"
10'--0"
205
LF
2'-0"
4" ALUMINUM LAP SIDING
p
I I
2'-6"
6'==0"
ON FRONT, ALUMINUM DOOR
v) I—
L---- � _�
SKIN ON BACK
—
FRAME DOOR CONSTRUCTION
WIRING DIAGRAM
(OPTIONAL)
(OPTIONAL ELECTRIC)
BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE
#30 DH EARTH ANCHORS
MANUFACTURED BY STYLE CREST OF BRANDON, FL.
MAX. UPLIFT 5000 LBS.
OR EQUIVALENT
ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING
CODE (BY DEALER)
LOCATE ANCHORS 4'-0" MAX. FROM EACH ' END OF
SHED AND 8'-0" MAX,
SPACING
PRESSURE TREATED PINE
ANCHORS SHALL DE PLACED ON THE SIDE: RAILSEXCEPT
WHEN SHED IS PLACED
NEXT TO AN EXISTING BUILDING IN WHICH CASE THE
ANCHORS THAT SHOULD
GO ON THE WALL NEXT TO THE BUILDING SHALL BE
PLACED ON THE END WALL
NEXT TO THE EXISTING BUILDING.
.2
-w...-TALE_
1:. Sa1ECJ' NC 1
hiG
q CONCR E SLAB
51 ET J "�+flDTHUPLIFT
SIDE OF
SH ED AOF170 . SPACING SID
I4'-0"
287_9/—
--
1'-4"
12'-0"
246
LF
1'-8"
10'--0"
205
LF
2'-0"
8'�=0"
164
LF
2'-6"
6'==0"
123
lz LF
3'—O"
TABLE 2: RUNNCR SPOO TABLE.
SHED WIDTH
X I I X2
X
6'-0"
9" 4'-6"
--�
8'-0"
9" • 5'-6"
--
10'-0"
1'-6 1/2"__ 4'-11"
12'-0"
2'-6 1/2* 6'-11"
---
14'-0"
1'-10 1 2" 6 -11
1 3'-6 1 2"
VALUES FROM END OF JOIST TO CENTERS OF (2) 2 x 6 SKIDS
ONLY 14'-0" WIDE SHEDS HAVE (4) SETS OF SKIDS
1. FLOOR LIVE LOAD 125 LESS. / SQ. FT.
2. ROOF LIVE LOAD 34 LBS. / SQ. FT.
3. WIND LOAD 120 MPH
GENERAL NOTES:
1. FLOOR JOISTS AND BEAMS SHALL BE PRESSURE TREATED SOUTHERN PINE
2. PLYWOOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PLY,
EXTERIOR . GRADE, TONGUE AND GROOVE, ANCHORED W/ 1 3/4"
GLUE COATED STAPLES.
3. 2 x 4. WALL AND ROOF FRAMING SHALL BE FRAME GRADE SPRUCE OR
SOUTHERN PINE.
4. BRIDGING SHALL BE SPRUCE OR SOUTHERN PINE.
5. ROOF AND WALL SIDING SHALL BE 1/2- CORRUGATED ALUMINUM WITH A
2.67' PITCH OR A 4" LAP SIDING WITH A 3/8" STEP.. BOTH SHALL BE
MANUFACTURED FROM 0.024" THICK SHEET ALUMINUM 3105 H14 ALLOY.
6. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE AS
FOLLOWS: 1. SIDING = #8 x 3/4" WASHER HEADED SCREWS.
2. ROOF - #8 x 1" SCREWS WITH NEOPRENE GASKETS
AND 1/2" WASHERS.
T. 8' SIDE WALL HEIGHT MAX.
z
. I
)F
40'---0" OR GREATER TO BE SHIPPED IN SECTIONS BUILDING ANCHORS 4'--0"
3/8" � 2 1/2" GALVANIZED LAG VARIES (NO LIMIT ON LENGTH) FROM EACH END AND
SCREW ;W/ (1) 1 1/4" GALVANIZED 8'-0" MAX. ON CENTERS
WASHEf' AND (1) 2" STANDARD 2'--O" JOISTS SPACED AT 2'-0" ON CENTER (TYPICAL BOTH SIDES)
FENDE:' WASHER
1�
BUILDING ANCHQ�a`_DETAIL
N.T.S.
4" ALUMINUM LAP SIDING
ALUMINUM TRIM
(2) 2.x 6 BEAM (TYPICAQ)
< (2) 2 x 6
r, (2) 2 X 6
�j
I
U ,l� x H
�O wI
�
. (2) 2 x. 6
a —
(2) 2,x 6 I 3/4" PLYWOOD FLOORING
I 2 x 6 BOTTOM PLATE
x I (TYPICAL ALL AROUND)
FLOOR FRAMING PLAN
2 x 6 BENT (TYPICAL)
SEE SIDE WALL ELEVATION
3/8" x 1 1/2" (396 # UPLIFT RATING)
a LAG SCREWS AT SPACING PER TABLE 1
1 3/8" x 12" (540 # UPLIFT RATING)
SIMPSON STRAP OR EQUAL
— (1) 3/8" x 3" (750# UPLIFT RATING)
- RED HEAD OR CONCRETE SCREW INTO
r ^: • CONCRETE SLAB AT SPACING PER TABLE 1
--��� 2 x 4 NAILED TO HEADER 2 x 4 AND
SHED WIT:I 9KID. ATTACHED_ /�� ACROSS THREE BENTS
ANCHORED TO, -CONCRETE —_ CUT OFF BENT LEG
4
x 4 BOTTOM PLATE NAILED TO 2 x 6
i
' BASE
SECTION THROUGH HEADER
(1) 3/8 x 5".;.(40Q # UPLIFT RATING)
1 _ ,^'.... �4' y t(f.'�1'"f F'•✓'r' f" l�,.or'�c7•,�•fr- t r.r•,r„^jht NT('t.
.' •` 1 ..'� CUNCFtE.7ES+_Af3 'A"I•• SPACING PER TABLE 1
SHED Wi`'_I—' FLOOR . REMOVED
_•,.._.,..,..,.._._._.,..,�____._ _ ...._, SANFORD GUILUING DEPT.
q�
ANCHORLD I 0 CONCRETE THESE PLANS ARE REVIEWED AND CONDITIONALLY
^���----------^- ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE
CONSTRUED To BE A LICE'NSG TO PROCEED WITH
THE WORK AND NOT AS AUTHORI fY TO VIOLATE,
CANCEL, ALTER, OR SET ASIDE ANY OF THE
(2) 2 x 4 , SPR41 V ll HEADER PROVISIONS OF THE TECHNICAL CODES, NOR SHALL
G +� ISSUANCE OF A PERMff PREVENT THE BUILDING
W/ 1/2 PLYWO++J SPACER DEPT FROM THEREAFTER REQUIRING A CORREC-
WHEN GARAGE 0`00R INSTALLED TION OF ERRORS ON THE PLANS; CONSTRUCTION
OR OTHER VIOLATIONS OF THE CODES,
1 x 4 BRIDGING
'� ,�: -�--- TYPICAL BENT
(TYPICAL ATEA. , BEN T) V)
x
20 GAUGE 3" x °5" GALV. ZE x �.
"t 1 4BRIDGINGcv aF® IE iii
ll C
PRESS PLATES (••_) y, _ • �
PER CONNECTION' ---- 2 x 4 HDR.
-rPER('
2 x 6 STUD ADUII_D WHEN 1 x 4
x x GARAGE DOOR ID'S TALLED z RIDGI G
y N 5'-0" MAX. ON ' NTRANCE 2 x 4 SILL MIT
R
C]
lsJ
HOOKS .
98" DOUBLE DC (`IRS�� I
2 x 4 BENT FOMES i 2'-0" 3'-O" MI
ON x
Zx CONNECTED W/ IOd COMMTom' 5 -0 MA N2 x 4 BOT, LATE
AT 1'-0" 0/C. -- SEE: DETAILS FOR CONNECTION
------- (2) LAMINATED PRESSURE TREATED -
PINE 2 x 6 CON;.iLcTED W/
(4) 16d COMMON' GLUE COATED
END ELEVATION WITH DOOR NAILS PER CONNECTION SIDE ELEVATION WITH WINDOWS AND DOOR
X I --wI I SEE END ELEVAI iUN WITH
X2 L X3 k X2 DOOR FOR INFO NATION
VARIES (6'-0" TO 14'-0x—X") NOT SHOWN°
END ELEVATION WITH WINDOW
SIDE ELEVATION WITHOUT WINDOWS
TYPICAL BENT
SEE SIDE ELEVATION WITH
DOORS AND WINDOWS FOR
INFORMATION NOT SHOWN
1 x 4 WIND BRACE
(TYPICAL AT FOUR CORNERS)
12'-0" WIDE OR GREATER
JUN 2 2 2001
THE DESIGN, SHOWN HEREON MEETS THE
REQUIREMENTS OF CHAPTER .1600 AND
SPECIFICALLY 1606 OF THE STANDARD
BUILDING CODE 1997 ED, FOR A 120
MPH WIND LOAD
FS�Y10N]P�e
a/avve
1
(w 1
V)
w
TYPICAL SLOPE: ;AT KNEE
�12
JOINT
OF BEN1
1 x 4
BRIDGE— ;
x
3/4"
PLYWOOD ("LOOR OVER
R
I I
cv
2 x 6
PRESSURE TREATED PINE
►�
x 6
.2
X I --wI I SEE END ELEVAI iUN WITH
X2 L X3 k X2 DOOR FOR INFO NATION
VARIES (6'-0" TO 14'-0x—X") NOT SHOWN°
END ELEVATION WITH WINDOW
SIDE ELEVATION WITHOUT WINDOWS
TYPICAL BENT
SEE SIDE ELEVATION WITH
DOORS AND WINDOWS FOR
INFORMATION NOT SHOWN
1 x 4 WIND BRACE
(TYPICAL AT FOUR CORNERS)
12'-0" WIDE OR GREATER
JUN 2 2 2001
THE DESIGN, SHOWN HEREON MEETS THE
REQUIREMENTS OF CHAPTER .1600 AND
SPECIFICALLY 1606 OF THE STANDARD
BUILDING CODE 1997 ED, FOR A 120
MPH WIND LOAD
FS�Y10N]P�e
a/avve
1
(w 1