1209 S Oak Ave - BR18-003087 - ShedCITY OF
S ORD
FIRE DEPARTMENT
JUL 16 20%
Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
Documented Construction Value: $ a 6 J
Job Address: N",V C- S2rF,rd 3l-i 1Wistoric District: YesE]No
Parcel ID: e s y-o - W Fs l7 Residentialla Commercial
Type of Work: Ne43 Addition Alteration Repair Demo Change of Use[--] Move
Description of Work: c. \,2 cD r(Y'\t ^n! o S`e IN
Plan Review Contact Person:
Phone: Fax: Email:
Title:
Property Owner Information
Name Phone: 11S\ 665
Street: f1 Resident of property? City,
State Zip: Sz r F\i r t9- F- 3a1 i k Contractor
Information Name
Phone: Street:
Fax: City,
State Zip: State License No.: Architect/
Engineer Information Name:
Phone: Street:
Fax: City,
St, Zip: E-mail: Bonding
Company: Mortgage Lender: Address:
Address: 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.
Application
is hereby made to obtain a permit to do the work and installations as indicated. 1 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. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6t° Edition (2017) Florida Building Code Reviscd:
January 1.2018 Permit Application
r
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 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the pen -nit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
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.
I-\ b- \5Z
Signature ofOwner/Agent Date
PrintOwner/Agent's Name
f
Signattire of Notary -State of Florida Date
A Art
Owner/A
Produced ID
JULIE M. BOWEN
Notary Public, State of Florida
Commissionp FF 955554
My comm. expires Feb. 07, 2020
or
Type of ID
Signature ofContractor/Agent Date
Print Contractor/Agent's Name
Signature ofNotary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONIN 71 110' IS UTILITIES:
ENGINEERING:
COMMENTS:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures,
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
Revised: January 1.2018 Permit Application
JUL 16 1018
CITY OF
SAil4-FORD - — - ---- Building & Fire Prevention Division
FIRE DEPARTMENT
RESIDENTIAL SHED AFFIDAVIT
R (
120 SQUARE FEET OR LESS)
PERMIT #: I)q ADDRESS: \-41SNe-
S a-<,R'z r-r\- F`. 3a-1-1 \
I -\ V C;Z YN , HEREBY AFFIRM THAT ALL OF THE FOREGOING
INFORMATION IS TRUE AND ACCURATE. THE SHED TO BE INSTALLED ON THE PROPERTY LISTED ABOVE WILL BE REQUIRED TO MEET THE
FOLLOWING: INSTALLED TO MEET ALL MANUFACTURER REQUIREMENTS, PROPERLY TIED DOWN PER MANUFACTURER
RECOMMENDATIONS, AND LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE APPROVED SITE PLAN. SITE BUILT SHEDS MUST
ADHERE TO COMMON CONSTRUCTION PRACTICES. I UNDERSTAND THAT FAILURE TO PROPERLY LOCATE THE SHED IN THE APPROVED
LOCATION WILL BE A VIOLATION OF CITY CODES AND COULD RESULT IN THE SHED HAVING TO BE RELOCATED OR TAKEN DOWN AT THE
OWNER'S EXPENSE.
LICENSED CONTRACTOR
LICENSE #:
COMPANY / CONTRACTOR:
CONTRACTOR SIGNATURE:
E HOMEOWNER (OWNER/BUILDER)
DATE: `tp l I g
OWNER/BUILDER NAME:
OWNER / BUILDER SIGNATURE: DATE: `1-1 b— 1 F
PLEASE NOTE**
THE BUILDING DEPARTMENT WILL NOT CONDUCT ANY INSPECTIONS ON SHEDS SIZED 120 SQUARE FEET OR
LESS. THIS AFFIDAVIT MUST BE PROVIDED, SIGNED AND NOTARIZED, AT THE TIME OF PERMIT SUBMITTAL AND
WILL SUFFICE AS THE FINAL INSPECTION APPROVAL FOR THE SHED.
STATE OF FLORIDA COUNTY OF SfL.VY%n ID
Sworn to and Subscribed before me this 6 Y day of A L by:
iy14Mcjc0y---N . Who is 0 Personally Known to me or has )(Produced (type of
Sigifeture of Notary Public
State of Florida
131 s% e- VY\
PrintIType/Stamp Name
of Notary Public
as identification.
JULIE M. BOWEN
Notary Public, State of Florida
Commission# FF 955554
My comm. expires Feb. 07.2020
Effective: August 1, 2017
NOTES:
1. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THIS SURVEYOR, THERE MAY
LANDBoundarySURVEYORSBEOTHERRESTRICTIONSORUNRECORDEDEASEMENTSTHATAFFECTTHISPROPERTY. And LB 4%5
PROPERTIES ARE SUBJECT TO COVENANTS, RESTRICTIONS, EASEMENTS AND SETBACKS OF RECORD. Mapping2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. SEPTIC IF SHOWN IS -1b,
3. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED Associates, Inc.
UPON OR USED BY ANY OTHER ENTITY.
4. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT ID9 WEST ORANGE STREET
BOUNDARY LINES. BOUNDARY BEARINGSANDDISTANCES ARE SHOWN AS PLATTEDUNLESSDENOTEDAS MEASURED. ALTAMONTE SPRINGS, FL
5. BEARINGS ARE BASED ON ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (BB). 32714
6. PROPERTY HEREON LOCATED IN ZONE ' X 'PER F.I.RM. COMMUNITY PANEL NO. 12117C 0070 F DATED 09-2H7. PH. (407) 696-1155
7. BUILDING LINES SHOWN, REPRESENT BUILDING WALLS. EAVES, ':F ANY, NOT LOCATED OR SHOWN.
I I SAN PQ RU E1E I SI R-
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Property Address: 12G9 SOUTH OAK AVENUE
RECRB TWELFTH STREET SCALE I'=3a
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LOT 7
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Lt' COVERED{— 48' COVEREDPATIOGROUND
PATIO LOT 8
BLOCK 14
TIER 4 p
ONCONCRETE
u'
ALLEY
REC LP• '- tiNos
ALLEY
N 8-59'311 117.12'(M)11T(P)
LOT 9
DESCRIPTION: LOT B, BLOCK 14. TIER 4, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD,
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 1, PAGES 56 THROUGH 64,
OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
CERTIFIED TO
YVETTE COLON
kvWATSONTITLESERVICES, INC.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
Title Services. Inc.
LEGEND caNDRerE p' e ej ksy N IJOBNO.: 14 1455 P__j 1
I. -IRCVI PPE PRC-PpNf aFREYHL9E CUiM1E
DATE: I.C. -41EGKE QW0 RP.-BADILSPrnrt
FIELD: 09-22-14 CA - M CWTE se]W&W R - RAMS
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SIGNED: a23-14 aW -RADAL ae'SOEwAUEASEMEW
DRAWN BY: RWJ
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tntertek
November 14, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: 42325
Dear Mr. Campbell,
Intertek-VSI Tel +1407.304.5560
1748 33r0 Street Fax +1407.304.5561
Orlando, Florida 32839
Fl. Engineering Business #3684
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
Victor C. Martin, PE (FL)
Department Manager
Building Science Solutions
Richard Olds, ICC #5107840, SMP-45
Plans Examiner
Building Science Solutions
Copy to: Ms. Berri Howard, Lark Builders
ml PSI APPROVAL 2017-11-14
CODE REVWW
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JCu.ewo ROOF SHEATHING OPTIONS:
n.fr+f r BOX RIB ALUMINUM
n.e+aw e..eane. 29 GAUGE STEEL AG PANEL DESIGN PRESSURES
STANDING SEAM STEEL ROOF 1 +27.8 -94.7ASPHALTSHIGLESWALLSDOORSWINDOWS32.5 -29.2
0'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF
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DRILLING GRABBER SCREWS EACH SIDE
SEE ROOF FRAMING
SCHEDULE FOR WAFTER AND
BRACING SPACING
VARIES. 6'-0' TO 13'-6'
FRAME SECTION
PSI APPROVAL 2017-11-14
2.5'x.5' CORRUGATED ROOF PANELS
FASTENED WITH .25'-14x.76' HWH SEE ROOF FRAMING
TRAXK/1 AT 6' O.C. SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24' O.0 MAX.
3.5'-20GA METAL STUDS,
SPACED AT 24' O.0 MAX.
3.5' BRACE AT 3'-O'
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) 110SELFDRILLINGGRABBERSCREWS.
1) INTO EACH FLANGE
SHEATHING FASTENED W/
fOx1.5' GRABBER SCREW (OR
EQUAL) AT 6' O.C.
Ulu,
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH /3 DRILL
POINT AT 6' O.C. ONE
OVERHANG OPTION DETAIL
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
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3.5-20GA METAL STUDS
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WALL SHEATHING OPTIONS:
BOX RIB ALUMINUM
TWIN RIB ALUMINUM
DUTCH LAPSIDING ALUMINUM
SECURED WITH - DUTCH LAPSIDING STEEL SIDING
2)H3 OR EQUAL - 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
Q” T-111 WOOD SIDING
DOUBLE 3.5" 20GA. - HARDIE PANEL STUCCO AND T-111 SIDING
STEEL TOP PLATE - HARDIE BOARD SIDING
POLYCARBONATE GREENHOUSE PANELS
END WALL
4x4 P.T. POST
3.5' GA. STEE. BRACE 2)
10 SEIK TAPPINC SCREWS EACH-
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2)MITEK OR ALPINE 5" 20Gk STEEL
3"x5" OR EQUAL STU 024' If. MAX.
41dc6' OPTIONAL PORC
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20GA. STEEL
TOP PLATE
END WALL
3.5" 20GA. STEEL
SOLE PLATE
FLOOR FRAMING
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SKID RUNNER SPACING'
UNDER 30' LENGTH
SHED WIDTH A 8
6'-0' 15' 42'
8'—O' 18' 60'
10'-0' 18' 64'
24' 54'
28' 84'
36' 84'
40' 84'
VALUES ARE FROM INND OF .IOW
TO CENTERS OF SODS ONLY.
PSI APPROVAL 2017-11-14
6'-0 2 x4'
6 -1 TO 11 -8 2 x6
11 -8 2-x8'
NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
FLOOR SHEATHING SECURED WITH 2tXO.11S
NAIL (OR EOUAL) ® 6-O.C. MAX
2 SKID FLOOR FRAMING PLAN
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BOTH ENDS SECURED TO END JOIST QL5)—SENCO K2B (OR EQUAL) NAILS UNDER DOUBLE END JOIST J i' EACH SIDE SECURED WITH (3) 0.120'x3' WITH
EACH (
3)
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ELECTRICAL SYMBOL KEY
FFF"'ttt
RECEPTACLE
240V
40 RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
f WALL MOUNT
v LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
1. ALL WIRE TO BE 11112 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2. FIXTURE LOCATION AND TYPE MAY VARY
3.PLASTIC OR METAL 'NEW WORK' OUTLET BOXES
4.20A GFCI OUTLETS
5.ALL RECEPTACLES TO BE AT 12'-16' A.F.G.: MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 48'-52' A.F.G.
7.17LUORESCENT k LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
8. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL FEEDERS. POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
DEVICES. PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED. AND SUBJECT TO LOCAL APPROVAL
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
3.5' METAL STUDS
SPACED AT 24'
O.C. MAX
co
h
SEE VARIOUS END WALL
FRAMING SECTIONS FOR \
WALL AND DOOR FRAMING
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
J-1
I I I I Ir, I 1 1 I I
WP
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
0' MAXIMUM BUILDING LENGTH
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
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TIE-DOW14 ~
SEE NOTES)
TIE -GOWN STRAP BOLTED TO TYPE
3 SANGY WRN 1 2' WGRADE 5
ASHERS
STING 4' CONCRETE
TIE -DOWN STRAP BOLTED THRU
501E PLATE (NATURALLY
FLOOR JOIST WWRWN 1//2' GRADE 6
BOLT MMDIUM 1NIH WASHERS
ME WOOD OR P.T.) NUT 3 BOLT OR LAO BOLT)
TIE -DOWN STRAP BOLTED TO TYPE
T 3 ANC110N WHIN 1/2' dMOE 6GRADEWASHE5ElionMHWITH1/
2'a3' (4A00 LB.) CONCRETE 00S16NC
4' CONCRETE WEDGE ANCgR WTM U-CIWINEL nYPE
3) E
PLATE (NATURALLY Wow
OR P.T.) IIONAL
REINFORCED IHC
ETE FOUNDATION 2
ON 6' WIDE OR LESS. 1)
46 P.T. SW /2 SIGOS EIE
SET ON GROUND). CONCRETE
TIE -
DOWN STRAP OR J/". GALVANIZED
TEEL 9SKE SEENOTES)
1/2'
cT' (4p00 18.) CONCRETE WEDGE ANK710R
WmH 2' WASHER TIE -DOWN
STRAP BOLTED TO GROUND ANCLOR
WITH 1/2' GRADE 6
BOLT WIIONY WITH WASHETiS, ALSO
CONTINUOUS AND ATTACKED TO
GROUND ANCHOR ON OPPOSITE
SIDE 6/8'
30' EARTH ANCHOR AUGER STYLE
T TYLE Y, DRIVE
SFOR • .
EXISTING 4' CONCRETE
OR SUPPORT PAD (P.T.
WCON CONCRETE SIM OR PAD) SPACED AT
6'-0' MAX. TIE -DOWN DETAILS
1) 4a4 SYP /
2 ON 6' WIDE OR LESS. 2) 2a6 OR (
1) 4 0 P.T. SYP /2 SODS ALL ELSE(CAN
BE SET ON GROUND). TYPE 2A TYPE 1 30' DRIVE 30'
AUGERANCHOR ANCHOR FOR ROCOVCOHRALFOR
SOLL/CIAY ! / r, TYPE 3
TYPE
2B CONCRETE 30' AUGER
ANCHOR ANCHOR DWnNG4' CONCRETE
WITH N FOR SOIL/CLAY TYPICAL ANCHOR TYPES
1 4" SYP /
2 ON 6' WIDE OR LESS. 2r6 OR (1)
4 6 P.T. SYP /2SIODS ALL H E(
GN BESET ON CROUNO). TIE -GOWN STRAP SECURED WITH (6) l000r
HALLS 6 30' EARTH
ANCHOR AUGER SIYIE FOR
SOVCLAY. O6VE STYLE FOR
ROC(/CORAL COSTING 4' CONCRETE
TIE -DOWN STRAP
DDOED TNRU FLOOR JOIST WWrtRHH
1/2' GRACE 6 ru. 4:4SVP /2 ON W WIDE OR LESS. L. W WITH WASHERS 2s6 OR (1)
46 P.T. SYP /2SIODS NUT a MOLT OR 2JW 8011) ELSE(CAN BE
SET ON GROIMD). 6/6' 30'
FARM ANCHOR WmN EYE HOLE:
MOM STYLE FOR SOIL/CLAY.
DRIVE STYLE FOR ROCK/CORAL
1 E70SRNG 4'
CONCRETE
4s4 SIP /2
ON t WIDE OR LESS. 2R6 OR (1)
46 P.T. SYP /2SIODS ELSE(CIN BE
SET ON CROUNO). TIE -GOWN STRAP
SEE NOTEB) STRAP
6aTED TO
6/6' 30'
FARM AUGER STYLE FOR
S DRIVE STYLE FOR
ROL UP TO 16'-
0" 1O'-0' 6-1" TO
20'-0" 8'-0' 21Y-l* TO
24'-0 6'-0" I MOLL L\
i — 1 L1. 30" AUGER ANCHOR
SPA( SHED WIDTH MAXIMUM
ANC SPACING UP TO
24'-
0" 10'-0" 1 4x4 SIP /
2 ON W WIDE OR LESS. 2 2K6 OR (
1) 496 P.T. SVP /2SWDS ALL ELSE(CAN
BE SET ON CROUNO). A wee IONAL
SUPPORT PAD (
P.T. WooO, ICRETEEiOC( OR
PAD) SPICED W-0' WAx.
1) 4s4 SYP /
2 ON 6' WIDE OR LESS. 2) 2n6 OR (
1) 4a6 P.T. SIP /2SgOS ALL ELSE(CAN
BE SET ON GROUNO)_ T COSTING 4'
CONCRETE
OR OPTO14AL SUPPORT PAD (P.
T. WOOD. CONCRETEBLOCL OR PAD)
SPACED AT 6'-0' MAX 4s4 SYP /2
ON 8' WIDE OR LESS. 2x6 OR (1)
4a6 P.T. % 12 91W ELSE(CAN BE
SET ON GROUND). I wee OPTIONAL
SUPPORT PAD (
P.T. WOOD. CONCRETE BLOCK OR
PAD) SPACED AT 6'-O'
MAX UP TO 16'-
0" 10'-0" 16'-1" TO
24'-0 8'-0" TABLE 1 A -
120C ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM
ANCHOR SPACING 24'-0"
6'-
0" 20'-0" 7-
0' 16'-0" 7-
6" 14'-0" 9-
0" 12'-0" v_
r 10'-0" 10'-
0" 8'-0" 12'-
0" 6'-0" 12'-
o" TABLE 1 B -
140C ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM
ANCHOR SPACING 24'-0"
4'-
0' 20'-0" 5-("
16'-0" 5'-
6" 14'-0" 6'-
0' 12'-0" 7-
8" 10'-0" 8'-
0" 8'-0" 6'-
0" 12'-
0" SHED WIDTH m%
AlmvM P" SPACIN( 24'-0"
S_
r 20'-0" 4'-
0' 16'-0" 5-
T 14'-0" 5-
0' 12'-0" 7-
T 8'-0" lor-
0" 6'-0" 1
1r-0" 0 AS PER
ASCE-7. TER -TO -CENTER.
itMUM 1A x
0.035' GALVANIZED STEEL, FEDERAL SPECIFICATIONS OOS-781-H, TYPE-1. FINISH-B. GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4.725 LB. MINIMUM ULTIMATE CAPACITY (3.150 LO. a 1.5). 4AVE A MIIMUM4.300 I.S. CAPACITY. EACHCORNER. MAXIMUM
16' FROM END (4 MINIMUM PER BUILDING). AND SPACED AS PER TABLE 2A.B.0 DEPENDING ON SHED WIDTH. WINO SPEED. AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
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