HomeMy WebLinkAbout612 Sarita St (2)CITY OF APR 12 2018
u a - Building & Fire Prevention Division
PERMIT APPLICATION
FIRE DEPARTMENT' ENT'
Application No: � ®'
Documented Construction Value: $ �;_ 140 ` (YE)
Job Address: 6 12 'S'd. r 1'*1 5t- 4o
Parcel ID:
Historic District: Yes ❑ No Im
Residential Commercial❑
Type of Work: New❑ Additt_ion❑x Alteration❑ ❑❑ RepairDemoChange of UMove[]Move
Description of Work: 5hld,�:�nd leD Y,- I
Plan Re//vii/llew Contact Person:
Phone:17iJ'7 Fax:
Title:
Email: ,
.Property Owner Information
Name �lT 1e �� - _M/ I I 1 0 � Phone: 57
Street: Resident of property? :
City, State Zip: S TO`I C, F �--) 1
Name
Street:
City, State Zip:
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Contractor Information
Phone
Fax:
State License No.:
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
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: 6' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
.�J
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.
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 permit 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.
gnature of Owrier/Agent Date
Pri er/Agent's Name
,(),� L� - t (2-- 1-8
Signature of Notary -State of Florida Date
ANNETTE N1 BLAND
v6l ''•
Notary Public— State of Florida
L" • Corrrrissior # GG 170900
q : P,ly Corrrr. Expires Jar. 16. 2022
Owner/ geo 5s.' 5c.cPerSQ0X1 `Kn6Wn o Me or
roduc Po
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -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: ZONING: UTILITIES:
COMMENTS:
Revised: January 1, 2018
ENGINEERING:
FIRE:
Flood Zone:
# of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes ❑ No ❑
WASTE WATER:
BUILDING:
Ok to install _L�x 12 _( 126 sgft) shed as shown
on plan. Meets area and dimension regulations for the
/h 2- zoning district. Shed must be a minimum of
S ftft from the side property line and a minimum of
7.5 from the rear property line. Shea E)>lk
00-t C.-S C 0CNCJ1 " - i 4o e4•5erytiw
Permit Application
CITYOF
NANR RD
Building & Fire Prevention Division
1 FIRE DEPARTMENT
RESIDENTIAL SHED AFFIDAVIT
(120 SQUARE FEET OR LESS
PERMIT #: ' -7 ADDRESS: C__1/ I Z c-,t --t
r,
'SAt,jr--or-d- CL
HEREBY AFFIRM THAT ALL OF THE FOREGOING
1 F( MATION 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.
ElLICENSED CONTRACTOR
LICENSE #:
4AU✓✓t.e. pI,�
CONTRACTOR SIGNATURE: DATE: Lj ( L— O
21 OMEOWNER (OWNER/BUILDER)
OWNER/BUILDERNAME: �� Q �(/� I D�tJ
OWNER / BUILDER SIGNATURE: DATE:
_. "*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 �7 r
Sworn to and Subscribed before me this Lkday of A 20 IF, by:
i N Who is ❑ Personally Known to me or has ❑ Produced (type of
id e tification) as identification.
T �H�
Signature of Notary Public
Ctatn of Flarirla
Print/Type/Stamp Name
of Notary Public
s'< ANNETTE tit BLAND
2 = Notary Public - State of Florida
%
P.Iv CorrrriSExpi es an 16. 2022
9
ecrcec: ro cr Na,,,a `ioaryAssn.
Effective: August 1, 2017
(SEAL)
G
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H
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
NAAA
) ore information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
2444,
list d below.
-
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
infor ation that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
covera e.
Property Address-.,&/ �- S�YI �{—, ��l ✓1
I, , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
conditions specified above.
Signature of Owner -Builder Date
Form of Identification
(Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit -issued.
{
Rev. 9.14.2009
G
G
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
lic rise.
I understand that building permits are not required to be signed by a property owner unless he or she is
s.ponsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
;�w
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
� /
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility. for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for a employee. I understand that my failure to follow these laws may subject me to serious financial
sk.
Rev. 9.14.2009
SCPA Parcel View: 01-20-30-504-0900-0130
Page 1 of 2
on CFn PropertV Record Card
A'PPRWR Parcel: 01-20 30 504-0900-0130
scrsuvrxaascxrv, Property Address: 612 SARITA ST SANFORD, FL 32771
Value Summary
2018 Working
Values
2017 Certified
Values
Valuation Method
Cost/Market
Cost/Market
Number of Buildings
Depreciated Bldg Value
1
$58,340
1
$50,898
Depreciated EXFT Value
Land Value (Market)
Land Value Ag
Just/Market Value "
$22,000
$80,340
$15,000
$65,898
Portability Adj
Save Our Homes Adj
Amendment 1 Adj
$19 327
$0
$6,140
P&G Adj
$0
$0
Assessed Value
$61,013 1
$59,758
Tax Amount without SOH: $580.00
2017 Tax Bill Amount $540.00
Tax Estimator
Save Our Homes Savings: $40.00
' Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 13 + E 1 /2 OF LOT 14
BLK 9
DREAMWOLD
PB3PG90
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=01203050409000130 4/12/2018
SETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE.
5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
TABLE 1
ANCHORING TO CONCRETE
SHED WIDTH
UPLIFT (PLF)
ANCHOR SPACING
20'-0"
400
S-6"
280
11'-8"
240
S-6"
200
S_6"
8'-0"
6'-0"
120
3'_6"
TABLE 2
SKID RUNNER SPACING*
SHED WIDTH
X1
X2
X3
13'-8"
1-104-
1'-104"
1'-104"
1 V-8"
2'-8"
6'-4"
-
10'-0"
V-7"
6'-10"
-
8'-0"
0'-9"
6'-6"
-
6'-0"
0'-10"
51-
-
*VALUESARE FROM END OF JOIST TO CENTERS OF (2) 4"x4"
SKIDS ONLY. 13'-B" WIDE SHEDS HAVE (4) SETS OF SKIDS.
T
30" AUGER ANCHOR
(4,900LB)
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3),
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)21"x4"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 48).
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS
REMOVED.
6_ ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
TABLE 3A
PAD TYPES
TYPE
PAD DIMENSIONS
MAX. LOAD*
MATERIAL
I
2"x8"x16'
1778LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
II
4"xB"x16-
3500LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND MIX
III
16"x16"
3950LBS
ABS PLASTIC PADS
IV
8"x8"x16"
1900LBS
CONCRETE BLOCK QUALITY
CEMENT AND SAND '`AIX
- BASED ON 2DOOPSF SOIL BEARING CAPACITY (2000PSF 15 TYPICAL)
NOTES
1. HOLLOW OR SOLID CONCRETE BLOCKS (8"a8"06") MAY BE STACKED
ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8" AND 13'-6" WIDE SHEDS ONLY,
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION
PAD
MAXIMUM- LOAD AND PAD TYPE
SHED WIDTH
TYPE
LW*(PLF)
END PAD
MAX. SPACING
END PAD
SIDE RUNNER
PAD TYPE
INTERIOR
PAD
SIDE RUNNER
PAD TYPE
13'-8"
SW/DW
4.15/332
0" TO 6"
6'-0"
1936LB
I, II, III, OR IV
1879LB
I, II, III, OR IV
11'-8"
SW/DW
6.00/480
0" TO 6"
6'-0"
2558LB
I, II, III, OR IV
2558LB
I, II, III, OR IV
10'-0"
SW/DW
5.00/400
0" TO 6"
6'-0"
2400LB
I, II, III, OR IV
2400LB
I, II, III, OR IV
8'-0"
SW
4.00/320
0" TO 6"
6'-D"
.,2029LB
I, II, III, OR IV
2133LB
I, II, III, OR IV
6'-0"
SW
3.00/240
0" TO 6"
6'-0"
1658LB
1, 11, III, OR IV
1866LB
1, 11, III, OR IV
* LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING 15 CENTER TO CENTER.
3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B.
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR.
TABLE 4A
30" AUGER ANCHOR SPACING - SINGLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
13'-8"
7.00
243
0'-O" TO S-0"
10'-0"
11'-8"
6.00
208
0'-0" TO S-0"
10'-0"
10'-0"
5.00
174
0'-0" TO S-O"
10'-0"
8'-0"
4.00
138
0'-0" TO 3'-0"
10'-0"
6'-0"
3.00
104
0'-0" TO S-O"
10.'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH
LW*
UPLIFT (PLF)
END ANCHOR**
MAX. INTERIOR SPACING***
20'-0-
10.00
400
1 0'-0" TO S-O"
1 5'-0"
* LOAD WIDTH OF UPLIFT ON RUNNER
** LOCATION FROM END WALL OF AUGER ANCHOR
*** MAXIMUM SPACING BETWEEN ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ARE CENTER -TO -CENTER.
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0"
BETWEEN ANCHORS..
4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE
TO THE SIDE AS POSSIBLE.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER
WITH 1/2" NUT
1/2" THREADED ROD
WITH 1/2" NUT
OPTIONAL FOR "HIGH SET'
NOTCH OR COUNTERSINK BOLT
1/2" THREADED ROD
EYES BOLTED TOGETHER WITH 1/2"x2"
THRU 2"x4" BOTTOM PLATE
OPTIONAL FOR "HIGH SET"
BOLT & NUT WITH (2)2"x2" GALVANIZED
1/2" COUPLER
2O' " BOTTOM PLATE NAILED
1/2- COUPLER
/
-
WASHERS (2.000LB SHEAR CAPACITY)
_
TO 2'z6" P.T. BASE
1/2"x12" FORGED EYEBOLT
g
�
a -."
MIN.
< <if
1/2- 5- (400 LB.) CONCRETE
WEDGE ANCHOR INTO SLAB 4" MIN.
THRU 2"x4" P.T. BOTTOM PLATE fy -
EYES BOLTED TOGETHER WITH 1/2"x2"
RADE.
te
(SEE TABLE 1 FOR SPACING)------ _ ---
BOLT & NUT WITH (2)2"x2" GALVANIZED
WASHERS (2.000LB SHEAR CAPACITY)
TYPE I, II, III, OR IV PAD WITH
T�}I - BLOCKING AS REQUIRED SEE TABLE 3
II ( )'
1/2"z3' (400 LB.)
SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH
CONCRETE SLAB BY OTHERS THROUGH
30 EARTH AUGER ANCHOR-��C.;VIh
I
CONCRETE WEDGE ANCHOR
(SEE TABLE 1 FOR SPACING)
CLIP
OR EQUAL LOCAL CODES AND JURISDICTION
LOCAL CODES AND JURISDICTION
(SEE TABLE 4 FOR SPACING)
SHED
WITH SKID
SHED
WITH SKID
SHED WITH 'NO FLOOR' OPTION
TO PAD
OR BLOCKING
ANCHORED
TO CONCRETE
ANCHORED TO CONCRETE
TIE
-DOWN
DETAILS
CODE INFORMATION
CODE VERSION
FBC 2011 6th Edition, ASCE-7
MANUFACTURER
SUPERIOR SHEDS
BUILDING TYPE
MANUFACTUREDBURRING
Tl4L RFSIDENLAWN STORAGE
CONSTRUCTION TYPE
V-B
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
STORAGE
ALLOWABLE NUMBER OF STORIES
1
BASIC WIND SPEED
V.-180-ph
ENCLOSURE
ENCLOSED
INTERNAL PRESSURE COEFFICIENT
IMPORTANCE FACTOR
1.15
ROOF DEAD LOAD -
1OPSF
ROOF LIVE LOAD
20PSF DR 30016
FLOOR DEAD LOAD
BPSF
FLOOR LIVE LOAD
STD_ 75PSF - 125PSF OPT.
"R" RATING OF WALLS, FLOOR, ROOF
N/A
MODULES PER BUILDING
I
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
No
SQUARE FOOTAGE
LESS THAN 720 SQ.Fr.
REVISIONS
(n MTB
Q Date:
Ld 4/26/16
= scale:
cn N/A
odes
LLJ ALL
Q GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS
PLAN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
w 2. THIS BUILDING IS EXEMPT FROM THE FBC
J ENERGY CONSERVATION CODE PER SECTION
1015.22.
M 3. REFER TO TIE -DOWN DETAILS FOR PROPER
::::) INSTALLATION REQUIREMENTS TO MEET CODE.
O
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T � �` �� W B.
A- • \_\CENSF • GLii
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STATE OF : 44/
O �i F ....... • 'G ��
J Matthew T. Baldwin P.E.
Q Florida License #64608
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Sheet: AD-1 OF 1
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PSI APPROVAL 2018-01-18 Side Wall Header Schedule (180C) End Wall Header Schedule (180C1 .
` S¢e{d} Max. Span NJ{G} Fasteners w/o strap
` D4 ALUMINUM ROOF SHEATHING _ Building Width Fasteners w/ strap (each endy{c}
Size Up to 14' Wide 1-2"x4" 1 6-0" 0 1 4-3- x 0.131' nails
(each end) 2-2'k4"(c) 9'-0" 0{d} 6-3'x 0-131" nails-
0 -0 MAX.
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RUNNERS
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END WT
TRUSS
2"x4" TRUSS
® 24" O.C.
MAX.
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i
Max. pan {b}
1-4•x4" 6'-0" 0 3 - 3" x 0.131°nails a Tabulated'✓alues are br No 2 grade Spruce -Pine -Fir lumber. j
b. NJ- Number ofjack studs required to support each end.Im
4'k4"w2'k4" 8'-0" 1 6-3"x0.131"nails Laid Oat <��• �1y.'
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber. d- No ,.tack studs, but 2x6 studs laid fiat.-
b. NJ - Number ofjack studs required to support each end. f a
c. Window header for window openings that have more than 50% combined stud wall above " t
and below, otherwise use door header schedule.
1. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS. y
d. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4" P.T. 2. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
3. WINDOW HEADERS HAVE COMBINED 50x OR MORE WALL FRAMING ABOVE
e. The header can be attached to the top plate and thus have the combined strength AND BELOW, OTHERWISE REFER TO DOOR HEADERS. CODE INFORMATION
equivalent and use the maximum span stated. CODE VERSION MC 2017 Sit, E,1IL ", ASCE-7,
2014 NEC
MANUFACTURER SUPERIOR SHEDS
WALL STUDS BUILDING TYPE MANUFACTURED BUILDING
RESIDENTIAL (AWN STORAGE
II
,I CONSTRUCTION TYPE V-e
II SINGLE 2'x4'
II EXTERIOR HEADER FIRE PROTECTION NONE
SHEATHING
FIRE SUPPRESSION SYSTEM NONE
l (2) 2'x4' WITH 1/2• PLYWOOD
F OR OSB TILLER OR (/)4'x4• 2•x4• OCCUPANCY STCRAGE
12'x12' OR 16'x4' BETWEc?I 4 x4• ALLOWABLE NUMBER OF STORIES I
.L II WALL STUDS. VENT I5 SECURED
TO SHEATHING AS PER 12" MAX. BASIC WIND SPEED V"x-,50mph
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & ONALEXPOSURE G
j2 � & DOORS DOOR 6' WIDE OR LESS 4 x4" WJ2"x4" ENCLOSURE ENCLOSED
INTERNAL PRESSURE COEFFICIENT
IMPORTANCE FACTOR 1.15
IniC'fkok, ROOF DEAD LOAD IOPSF
OUTLET + NOTES -OPTIONAL ELECTRIC q ROOF LIVE LOAD 30PSF OR 3001b POINT LOAD
ALL WIRING SHALL BE 14 GAGE 3-WIRE MC CABLE � FLOOR DEAD LOAD IOPSF
N I 1 -ENCASE IN ALL MEAL BOXES. FLOOR LIVE LOAD STD. 75PSF - 125PSF OPT.
DESIGN PRESSURES
SOI,RC,E
L HI
,.
"R" RATING OF WALLS, FLOOR, ROOF
N/A
ROOF +27.6/-94.7 ROOF
FRAMING PLAN
WIRING DIAGRAM
; '3d -'
MODULES PER BUILDING
1
WALLS/DOORS/WINDOWS +32.5/-29.2
(OPTIONAL)
Plans Review: Victor C. Martin, PE
HURRICANE PROTECTION USAGE
NO
FL PE 11112379, APE U92a17
—
BUCCC"2436, TN PE#120939
HURRICANE SHELTER USAGE
NO
MITEK OR ALPINE 2•x5•
END WALL
-DOOR S WINDOW LOCATIONS VARY
SQUARE FOOTAGE
719 SQ_FT. OR LESS
REVISIONS
OR EQUAL
z•xa• cou.0
MrrEK OR ALPINE z•x
OR EQUAL
S HFADE DETAIL
REV
DESCRIPTCN
DATE
BY
/
/ // // / // D4 ALUMINUM WALL
ARI
// / / SHEATHING OPTIONS
/ / / /
2" MAX.
//
3' MAX.
2 4 STUD
SEE HEADER
DETAIL
/
24. O.C.
1x4 RUNNER
ON INSIDE
LLJ
Drown By:
0
2x4END WALLS
//
// //
z
MTB
z
Date:
12/12/17
g
/
j
END WALL
O
Scale:
�
N/A.
2.4 STUDS O
2x4 SOLE PATE
(n LLJ
odel :
24' O.C. MAX.
I
BOOR FRAMING
Z (n
Q
SS-B-180CR1
a_ W
2.4 SOLE PATE 2,4 SOLE PATE
FLOOR FRAMING
I _COVE"
1. FOUNDATION PLANS ARE NOT PART OF THIS PAN SET AND ARE
LLJ
NED BY LOCAL JURISDICTION.
2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION
ALL STUDS SECURED TO SOLE PATE
W -_J
CODEPER SECTION 10,5.22.
AND FLOOR FRAMING WITH 0.039'
a_
3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION
(I--).12' STRAP W/6-106 NAILS STANDARD WALL D�T.AIL
NOTE WALL FRAMING MEMBERS ARE CONTINUOUS FROM
Q
REQUIREMENTS TO MEET CODE -
LxJ
L'J
L�
OR
OR EQUAL
WITH
DCOR & WINDOW OPTIONS
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
!� Q
4. ALL STUDS, RAFTERS. TRUSSES, ETC. ARE 2.4 ff2 SPF, EXCEPT
AS NOTED.
VARIES 6'-0• TO 13'-e•
ARIES 6'-0• TO 13'-8'
_
FLOOR SHEATHING
- 3/4• PLYWOOD
NOT CONTINUOUS. SHEET METAL CAMPS, TIES, OR CLIPS
%
5. STRUCTURES OVER 400 SQ. FT. WILL HAVE AN 80' MINIMUM
ELEVATION CROSS-SECTION
END ELEVATION
P.T. ATTACHED WITH
- 3/4• P.T. PLYWOOD
3 4 Tac
- /
SHILL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN D.DaQ NOMINAL THICKNESS-
L 1
DOOR.
s. Gu ERs OBE INSTALLEDu ON-SI E BY OTHERS HRu Lot
TYPICAL ARCH FRAME
WITH DOOR
H24
H24 OR EQUIVALENT. SEE
ANnm
TABLE 2 FOR QUAND
- 3/4' P.T. Tec
Luj
CODES.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS
SPACING.
-
0'-0• MAX.
O
AS PER FLORICA BUILDING CODE
FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS
T
1 -
OF WALL STUDS, TRUSSES. CHORDS. ETC. TO HELP SECURE THESE
x
_
____
_
-----
-----
-----
-----
-----
-----
-----
-----
___
TABLE
SKID RU ER
2
SPACD G•
WITH ANY EXISl1NGVBRAKES 9END5 IN THE sTRAv. nvl m�ux. cnc
(2)2x4 ADFUT
rir I r�
T
1
____
____
____
___
SHED WIDTH
d-o
x1
0-10
x2
BD
651
X3
-
_
\�``��:: ' �\cErvSc-'� •�
P' _...
,N 6.RE ww a0 « o� mOD� 0 rn .-.-
'� i slaps "Hor 1
2- BLOCKING ON 1
END WALLS 1 `
2.4 BLOCKING
2'x6' LAID FLAT j
P.T. 24' O.C. TYP.
OPT
I OPTK)NAL 125PBF O 16' O.C. / � •• STATE (� \
I TYP. WITH 3/4• T41G PLYBOARD • OF • \
I P
2xa sQ1E PATE _4 4.' P.T. ATTACHED WITH �I F L 0 R I D • • •� \\
M24 OR EQUIVALENT. SEE
FLOOR FRAMING •••.•••. ••••
Al I MAX- SPACING. FOR QUANTITY AND �� �S •••'•
O '' 0
P.E.
ARIEs 6'-0' m 13•-e• t--- ---- ---- ---- ---- ---- ---- ---- -----_-_-_--_-_-_- � Matthew T. Baldwin P E
—VAR, 6'-0• To IY_8. _ Ma w
---- ---- ---- ---- ---- ---- ---- ----
END ELEVATION END ELEVATION x u
zFlorida License 608
WITHOUT DOOR WITH GARAGE DOOR FLOOR JOIST, SEE SCHEDULE FOR SIZE J
(ONLY ON ENOWA ) FLOOR FRAMING PLAN -I m [s=het-SSB-1 O F 1
�UPERI®R SHEDS, INC.
SALES ®R®ER ACRE
DATE STOCK MANUFACTURER SERIAL #
't�
PO# SOURCE
BUYER LAST NAME FIRST DAYTIME PHONE NIGHT PHONE CELL
Million Tina
07 221 8744
ADDRESS
INSTALL ADDRESS IF DIFFERENT
612 sarita St
CITY COUNTY ZIP CITY COUNTY rip
Sanford Seminole 32771
SUPERIOR ORDER LOCATION SALES REP
Longwood Longwood
STYLE SIZE MATERIAL COLOR WINDOWS VENTS ELECTRIC ALL HEIGHT DECK
� rr� y , BODY
J
X \ ROOFc(?Sr1, l ,s
J l
p TRIM S c� . 7 l' e S --7(7 ff
AC HOLE RAMP GARAGE DOOR ENTRY
W X H DOORS: TYPE WXH RHH 1 LHH COLOR
8' 8- 9'
OTHER / MISC:
RTO_ FIN,_CASH
'OMPANY
- eo
407
'RICE_ --��,7-,g
rAX+
rOTAL = c C 1 1
p
1I3DITIVNAl
E
)ESCRIPTION
i c
)EPOSIT ulJ � 6
`
$
:C
CK _�" CASH_
BALANCE DUE:
VILL BUYER PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? AYES ONO
IDDITIONAL FEES / SPECIFICATIONS / INSTRUCTIONS:
00 0- C 1\C V EOM SOLI) AS I� N
;U Al ION
MPLE ROOM IS NEEDED. FENCES, SHRUBS, ETC. ARE PERMITS: BUYER IS RESPONSIBLE FOR ALL PERMITS. CONTACT YOUR LOCAL
�UYER RESPONSIBILITY. A $100.00 FEE WILL BE CHARGED MUNICIPALITY AND HOA. DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME
OR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. OF PURCHASE. THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED
UYER ACCEPTS RESPNSIBILITY FOR DAMAGE INCURRED FULLY ASSEMBLED AND PLACED PER BUYERS INSTRUCTIONS. BE AWARE OF SET
Y OBSTACLES THAT HAVE NOT BEEN REMOVED. ANY SITE BACKS. RETURN TRIPS TO MOVE SHEDS WILL BE CHARGEABLE.
LL
REP BY DELIVERY CREW BE AT CHARGE.
NE SET OF BLOCK AND CI HORS PROVIDED. ADDITIONAL BUYS ERSTANDS ALL TERMS A NDXONDITI S OF THIS AGREEMENT.
LOCKS, ANCHORS OR ROLL INS WILL BE CHARGEABLE.
LEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS
ND INSTRUCTIONS. BUY
Si nature
EPOSITS: DEPOSITS REQUIRED WITH BALANCE DUE UPON
SLIVERY. UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 Tina Million
IEEKS PENDING DELIVERY. UNLESS PAID IN FULL. BUILD- Print Name
GS MANUFACTURED TO SPECIFICATIONS WILL HAVE A
)% CHARGE FOR CANCELLATIONS. 1 Uri
t r M
1 s "�\Y
uuus: ALL GOODS REMAIN PROPERTY OF SUPERIOR ' Aurr-K'UK REP. vvvan+ SIGNATURE: T-
HEDS, INC. UNTIL PAID IN FULL: COLLECTION COSTS, IN-
LUDING ATTORNEY FEES, WILL BE THE RESPONSIBILITY LOT ADDRESS: 1057 N. Hwy 17-92, Longwood, FL 32750
F BUYER
SUPERIOR SHEDS, INC.
DATE
DELIVERY FORM
SALES REP Longwood
CUSTOMER NAME TINA MILLION
INSTALL ADDRESS 612 SARITA ST
SHED LOCATION
PHONE NUMBER 407 2218744
CITY SANFORD
SHED SIZE STYLE COLOR SERIAL
❑ SITE CHECK NEEDED PERFORMED BY:
OBSTACLES TO SITE
MILES FROM
MARK AS
YES NO
LOT:Q&
TREES
❑ '6
POWER LINES
❑ _
LOAD DOOR TO
CAB 0
POWER POLES
❑ [r-
OVERHANG
❑ ET
REAR ❑
A/C UNIT
❑ �
DRIVER ❑
SEPTIC
❑ ,I2r
PASSENGER ❑
SPRINKLERS
❑ .!!�'
ANCHORING
FENCE
❑ ,❑
SURFACE
GATE
❑ 0-
EARTH
WIDTH OK
Id ❑
CONCRETE ❑
UNDERGROUD LINES
ASPHALT ❑
MARKED
,6 ❑
CORAL ❑
AREA CLEAR
A ❑
LEVEL AND
ROOM TO SPIN THE
ACCESSABLE
BUILDING
d ❑
❑ YES NO
CRANE IN
❑'e
HIGH SET
n YF5 'r Nn
NOTES:
DATE: 4- 1
BUILDING PLACEMENT DIAGRAM
�1J
ZIP 32771
RAMPS 2-
PROCEED ❑ NO
ROLL IN ❑ YES ❑ NO DISTANCE FEET. DISTANCE OVER 25' WILL CARRY
ADDITIONAL CHARGE COLLECTED AT TIME OF DELIVERY.
PLEASE CUT GRASS AND REMOVE ANY ANIMAL WASTE BEFORE DELIVERY. TREAT AREA FOR PESTS AT LEAST 48 HOURS BEFORE DELIVERY IF
(OU PLAN TO TREAT THE AREA. DAMAGE CAUSED BY OBSTACLES
NOT REMOVED IS BUYERS RESPONSIBILITY. PLEASE REVIEW WHAT EXTRA
-HARGES MAY APPLY AS NOTED ABOVE. PLEASE REMEASURE
MARK REQUESTED PLACEMENT OF SHED IN YA .
- REMOVE OR SECURE ANY AND ALL OBSTACLES - PLACE FLAGS PROVIDED TO
-USTOMER SIGNATURE:
\
DUE
ON DELIVERY: $
DELIVERY SATISFATION — FILLED OUT AT TIME OF DELIVEY
THE SHED IS BLOCKED TO CODE/ENGINEERING ❑
ANCHORS ARE SPACED TO CODE/ENGINEERING
DELIVERY WAS SUCCESSFUL ❑ DELIVERY IS A NO GO ❑
❑
THE SHED IS LEVEL END TO END ❑
PERFORMED BY: DATE:
THE SHED IS LEVEL SIDE TO SIDE p
ANY SIDEWALL DOORS ARE BLOCKED UNDERNEATH ❑
NOTES/COMMENTS:
ALL ACHORING HARDWARE IS TIGHT p
RAMPS, IF ANY, ARE INSTALLED CORRECTLY ❑
DOORS OPEN AND CLOSE FREELY ❑
CUSTOMER HAS RECEIVED THE MERCHANDISE IN SATISFACTORY
DOOR LOCKS/LATCHES FUNCTION WELL 0
CONDITION. THE UNIT HAS BEEN PLACED/LOCATED ON THE PROPERTY AS
ALL WINDOWS OPEN AND CLOSE ❑
PER THE CUSTOMER'S INSTRUCTIONS. ANY RETURN TRIPS TO MOVE THE
ALL WINDOWS HAVE SCREENS ❑
BUILDING WILL HAVE AN ADDITIONAL CHARGE. THE BUILDING HAS BEEN
THE SHED IS CLEAN ❑
DELIVERED, INSPECTED, AND ACCEPTED BY THE CUSTOMER, OR THEIR
CUSTOMER WALK AROUND 0
REPRESENTITVE, AS SATISFACTORY AND COMPLETE.
CUSTOMER INITIALS AFTER WALK AROUND
AMOUNT COLLECTED $ PAYMENT TYPE
AND CUSTOMER INSPECTION `
I
INSTALLER SIGNATURE:
CUSTOMER SIGNATURE: DATE:
"'4�"-+irk •
Building & Fire Prevention Division
SHED / GAZEBO PERMIT GUIDELINES
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
❑ Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
❑ Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value of the project.
❑ Copy of applicable contractor's license issued by the State of Florida (if contractor is
applicant).
❑ A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
❑ Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
❑ Owner Builder Statement / Affidavit (if owner is applicant).
❑ Two (2) site plans indicating proposed location and distances to property line(s).
❑ Shed 10'x 12'or less:
Signed and notarized Shed Affidavit
❑ Gazebo 10' x 12' or less:
Two (2) copies of Construction plans (legibly hand -drawn or drafted) indicating in detail how the
structure will be built. All framing members and sizes as well as framing connectors must be
specified.
Foundation detail — how will gazebo be secured to the foundation
❑ Shed or Gazebo greater than 10' x 12':
• Two (2) sets signed and sealed engineered drawings. Wind design data required on drawings per
FBC 1603.1.4 to meet 129 mph ultimate design wind speed for risk category I buildings.
• Completed and signed Statewide Product Approval Specification Form.
• Two (2) copies of manufacturer's installation instructions.
• Florida State Department of Community Affairs Approved Building.
,. These guidelines were compiled to assist the applicant in preparing a Shed / Gazebo permit application and may
"-not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
Effective: August 1, 2017
BOUNbARY SURVEY
LEGAL DESCRIPTION:
LOT 13 AND THE EAST 1/2 OF LOT 14, BLOCK 9, DREAMWOLD, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 3, PAGE 90 AND 91, OF THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA.
FLOOD INFORMATION:
BY PERFORMING A SEARCH WITH THE LOCAL GOVERNING MUNICIPALITY OR WWW.FEMA.GOV,
THE PROPERTY APPEARS TO BE LOCATED IN ZONE X. THIS PROPERTY WAS FOUND IN CITY OF
SANFORD, COMMUNITY NUMBER 120294, DATED 9/28/2007.
CERTIFIEDTO:
TINA MILLION; FENCE OUTLET
30.0'(C)
-aiF3
I,
I
REMAINDER OF
LOT 14, BLOCK 9
NOTINCLUDED
IN THIS LEGAL
DESCRIPTION
I
I
I�
IC,
0
I�
LU
C_
Z IJ
LU
a: I w I
Q t
Q
I 1
Q I
W be Fnd. 4'X4' Round C.M.
No ID.
Block Comer
L2
L1
N90°00'00"W(C) 90.00' (D)
N90°00'00"W 89.82' (M)
"1313"
L2
N90000'00"W 510.017 _ r
N89052'05"W 510.24 Ok to install in X_L_�_( I?/15 s ft) sh d 15' 30'
a 5
O
O
O o
CO M
U cc
W r
o to
0 CD
0 0
00
oZ
O
Z
p,�
is r'iJ„ 1
LI;
M::t <p'1; `..i ,y1 }1st 'fN'i�'i t. F'y •�.1
612 SARITA STREET, SANFORD, FLORIDA 32773
LOT 32
LOT 31
BLOCK 9
' LOT 33
BLOCK 9
i
I BLOCK 9
S90° 00 0011 E(C) 90.00
(D)
r
S89°56'51 "E 89.86'
(M)
o
Fnd. 5/8' Rebar
No ID.
Fnd.
1/2' Rel'' '
ai
lb
r. m
TTU.E.
No ID._
a�a
W - - —
a�a
_a�a ----a-
_3_
Wood
Shed o d
I LOT 13
rn
I BLOCK 9
�8.01
O~
\ LL U
W
0
I
N co
r
1 10.0'
I o 'Conc.
O
O
W
`a'.Pad'
00
O to
O
1 \
9.5'
LOT 12
BLOCK 9
I
I 1D
U
A/C ell
tri Conc. o
Patio N N
N
^ 18.4'it
2.6'Conc.
CD (V
•::.25.5i:;•:•;::::.�
.. Pad 6'
:.c i ...............
14.5'
O cfl
r:•i
a:i.:Sry
O
O::(:(O
io::•::•::i(:•i::
�•:............
:`:I:I:II
.
OCD
N. ...........
un
r Residence #
:.:::.:...
^15.0' :i: ....................
:ir60.5r{•:::}?}:::;;{:i:i ?i ::: ({
0.1'W
^!
Conc Sidewalk m 26.1'
_ 19.5'
N
. 1 15' ri
I.:
-"Oa �w wart
rqJ I.
30.0'(D)
3�q `3p
ci
60.0' P
4' Conc Sidewalk
1" Iron Pipe
No ID.
era 3.�0 3a--�ty1R• t;'
/ Field Date: 3/30/2018
Drawn By: V.T.
SARITA S_ TRE_ET
146
I�'j�_ �60' R/W) (Asphalt Road) `
rAr !'1rP
s
Graphic Scale
q e as shown 60
on plan. Meets area and dimension regulations for the Scale: 1°=30
M-9—a zoning district. Shed must be a minimum of
_1t_;_ft from the side property line and a minimum of
Date Cc _from the rear property L^` anlfy Ihat this Boundary Survey of the above Descrlbod Property Is ro erty Ilne. S" )'GC) (' orted to the Best of my own. Kige and Belle as recently Surveyed
File Number:IS-45763 �ALutung ropenies ueevs my . , Elrodlon on the Dalo Shown, Basecl an Information furnished to Me
jEup(ecDtrYany E2xnyMgaftd/Ir�eSttlCQojsypf Rer > �•�•.:d and Conforms to the Standards tof Practice for Land Surveyll
Legend- >Bearing little
'ere en,ls ATs an a u th not In the Slate of Floddo In accordance with Chapter 5J-17.052 Florida
C -Calculated PC - Point of Curvature >BuIIdIn,Tles are NOT lobe used to reconstruct Property Lines. Adrillnlntratfve Codes, Pursuant t ctlon 472 27 Florida Statutes.
-Cen10 no Pg. -Page >Fence Ownershl (SNOT determined.
B - Concrete Block PI - Point of Inlersedlon >Roof Overhangs, ,k1a��K. fRF
CM - Concrete Monument P.O.B.- Point of Beginning 9,Underground Utilities and/or Footers have NOTbeen located UNLESS Q. ,.�PTlp
Conc. -Concrete otherwlsenmed. QK F,
P.O.L. - Point on trine O
DDescription
pp -power Fide >Septic Tanks and/or Oralnlleld locations are approximate and MUST be verified by SroTa r 1 THOE
DE -Drainage Easement PR - Permanent Reference appropriate Utility Location Companies. FIRI
Esmt. Easement Monument >Use'IThlsSurvey for Purposes otherthanIntended, WlthoutWriltenVerification,Willbe patriek K. Ireton �,'.:TcoRtoiAaS 16G37
F.E.MA-Federal Emefgancy pT -Point of Tongency atthe User's Sale Risk and Without Liabilityto the Surveyor. Nothing Hereon shall be LB 762.
Management Agency R -Radius Construed togive ANY Rights or Benefits to Anyone Other than those CoMfled. This Survey lS lntende G'Y•(ji. use of Said Certified Par62, FFE - Finish 6d Floor Elevation Rod. - Radial This Surve NOT VALID UN and Embossed with Surveyors Seal Fntl. -Found R&C - Rebar B Cap -POINTS OF INTEREST- fEm 9'pq � Inc. -Iron Pipe Rea - Recovered NONE VISIBLE Ireland & Assoetiales IJ I.Lrve Uringi 1 f
M - Measures c) Set - Rat %' J
Set -Set X' Rebar 8
N8D - Nall 8 Disk Rebar Cap "LB 7623" N.R. Non -Radial Typ. Typical
1301 S. International Parkway Suite 2001
--
ORB Official Records Book LIE Utility Easement Lake Mary, Florida 32746
P -Plat WM -Water Meter P.B. Plat Book p www.lrelandsurveylnc3.eom
- -Delta (Central Angle)
\o- Wood Fence -0- - Chain Llnk Fence Off ce-407.678,3366 Fax-407.320.8165