342 Live Oak Blvd; 17-2391; SHEDCITY OF SANFORD
CEIVE BUILDING & FIRE PREVENTION
Nil
PERMIT APPLICATION
AUG 0 7 2017
Application No.
BY;
Documented Construction Value: S
Job Address: 2 t -i v e oal rtvd 5 FL 37_t:3 Historic District: Yes No
Parcel ID: Residential o Commercial
Type of Work: New Addition Alteration Repair Demmo Change of Use Move
Description of Work: 5 e Cl e.ctcE ,c " (a - to x 10
Plan Review Contact Person: OKIV i ACU-S VU&LK 1 ""," Title:
Phone: zjog-61-VSS^ Fax: Email:@ bb%ae/e /D od , 6DI4
Property Owner Information
pp
Name ( haj i M.c t8 Gi/}Cict-"C Phone: t:(D= 4-t 6 1 ly S S
Street3p'?_ C fte (bOa-- Ltyd Resident of property? : S City,
State Zip: Name
Street:
City,
State Zip: Name:
Street:
Contractor
Information Phone:
Fax:
State
License No.: Architect/
Engineer Information Phone:
Fax:
City,
St, Zip: E-mail: Bonding
Company: Address:
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. +
it 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. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions: applicableto.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.
A i
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.
Signature of Ovvpfr/Agent Date
9441xiwUS
Print Oer/Agent's Dame Signature
of Contractor/Agent Date Print
Contractor/Agent's Name re
of N ry-State of Florida Date Signature of Notary -State of Florida Date LISA
ANTONINI Notary
Public - State o1 Florida ffY
My Comm. Expires May 21, 2018 oF .
Co fission # FF 5242 enl
is r '
ersonall
1' nown t' Me or Contractor/Agent is Personally Known to Me or iced'
D ype of r Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: New
Construction: Electric - # of Amps Fire
Sprinkler Permit: Yes No APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
of
Heads UTILITIES:
Flood
Zone: of
Stories: Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: FIRE:
BUILDING:_ Ok
to install __(Q_x IN ( I sgft) shed as shown on
plan. Meets area and dimension regulations for the 1
Q / zoning district. Shed must be a minimum of 10
ft from the side property line and a minimum of Iffrom
the rear property line. Revised:
June 30, 2015 Permit Application
OWNER BUILDER STATEM ENTIAM DAVIT
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
ovolicense. I
understand that building permits are not required to be signed by a property owner unless he or she is responsible
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 n
J in his or her name instead of my own name. I also understand that a contractor is required by law to be VI
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
1 year after the construction is complete, the law will presume that I built or substantially improved it 1
for sale or lease, which violates this exemption. 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. v
V 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. 1, 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
the employee. I understand that my failure to follow these laws may subject me to serious financial risk.
Rev.
9.14.2009
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
DW understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I 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
A Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more 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
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
V VAI information 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
Vt 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
coverage.
Property Address: 2 1i F- v 4 S \
I, VN GS i Y" l us MAXIMUS , 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
Form of Identification / " l 5 2- 6q s 5Z — /6 j-0
Must be Photo ID)
Date
I / -
7 / 1`7_
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
p.i
t'
CITY OF
vnFIRE DEPARTMENT
RESID
PERMIT #: / /)- O' 3,1
V,9
kUG 0 7 20V
Building & Fire Prevention Division
IDAVIT
120 SQUARE FEET OR LESS
VV (A-S S
ADDRESS: '3 Z LIVE 04V Jt C\4
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.
ElLICENSED CONTRACTOR
LICENSE #:
COMPANY/CONTRACTOR:
CONTRACTOR SIGNATURE:
et HOMEOWNER (OWNER/BUILDER)
OWNER/BUILDER NAME:
OWNER / BUILDER SIGNATURE:
DATE:
DATE: 7/t7—
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
Sworn to and Subscribed before me this day of S7 20
T
by:
2SZ US i%i/rYiUS . Who is Personally Known to me or has Produced (type of
identification) L as identification.
Z(/ItiL
1gnatur of Notary Public
State of Florida
LISA ANTONINI
ida
of o `
n;y ommeExpires May 21, 20I6
Commission FF 125242
Effective: August 1, 2017
x \ Ok to install Ix t0 (IDd sgft) shed as shown on
plan. Meets area and dimension regulations for the zoning
district. Shed must be a minimum of e
loft from th side property line and a minimum of from
the rear property line. a
is
11Y
k
9 i
fp
Buss' n e S S,
Pro rfession aI ef)
Lawson, Secretary Alex
Martens Superior
Sheds, Inc. 2323
S. Volusia Ave Orange
City, FL 32763 September
23, 2016 RE:
Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear
Alex Martens It
is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City,
FL 32763, has been approved under the Manufactured Buildings Program, as provided for under
Chapter 553, Part I, Florida Statutes, to manufacture Storage Sheds, Manufactured Buildings
for installation in Florida. Construction
or modification on a manufactured building cannot begin until the Third Party Agency
has approved the plans in accordance with the current Florida Building Code. Your Third Party
Agency is a contractor for the Department and has statutory authority and responsibilities that
must be met to maintain approved status. You may expect and demand quality plans reviewandinspections. Each
Code change will make your plans obsolete until they have been reviewed, approved and indicated [
on the cover page of the plans] for compliance with the Code by your Third Party Agencyforplansreview. Please ensure that your plans are in compliance and are properly postedonourwebsite. All site -related installation issues are subject to the local authority havingjurisdiction. The
Department's contractor will make unannounced monitoring visits at least once each year. Youmustgrantcompleteaccesstoyourmanufacturingfacilityandrecordstoremainincompliance
with the rules and regulations of this program. Your
certification is approved for three years from this date. You will receive a renewal notice by EmailgeneratedbytheBCIS (www.floridabuilding org) for online renewal. If you have questions you
may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please
visit our website at www.floridabuilding.org to see valuable information on the Florida Manufactured
Buildings Program. A copy of this letter must accompany applications for local buildingpermits. cc:
Professional Service Industries Sincerely,
Robert
Lorenzo Manufactured
Buildings Program Rick
Scott, Go -er;1Cr
SET UP AND INSTALLATION OF SINGLE WIDE SHED
1.BUILDING iS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNITIS 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 1S ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THROUGH
THE 2" X 4" bOTTOM PLATE WITH AN AUGER BIT AND THE EYEBOLT(or I. threaded rod) IS FASTENED
INTO PLACE. THE HOLE IS DUG FOR THE 30' EARTH ANCHOR AND BACKFILLED. per
manufacture guidelines). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A -' X 2" BOLT &
NUT, AND (2) 2" X 2" GALVANIZED WASHERS. 5.
IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO LEVEL.
A z" HOLE IS DRILL INTO CONCRETE 1 1" OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED THROUGH
BOTTOM PLAN AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE' WEDGE
ANCHOR. A z' X 2" BOLT AND NUT W/(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE EYEBOLT
AND A-24 BRACKET TOGETHER. SET
UP 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)
2" X 4 1' BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES
ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED- 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 4b) 5.
ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING
IS REMOVED. T
4"
min. I
ATTACHED
AI SCALE:
N.T.S. STRAP
DETAIL scale:
n.t.s. 2-
X 2" FLAT WASHER W1? NIrT SIMPSON
HS-24 2' X 4" BOTTOM PLATE or
equivalent i"
X 12" FORGED EYEBOLT P.
T- FLOOR
FRAMING SIMPSON
HS-24 CUP(870# UPLIFT) orequivalent'
J" X
2" BOLT WI(2) 2" WASHERS SIMPSON A-
24 CLIP or equivalent
1)? x
3" (1,200 UPLIFT RATING) EXPANSION BOLT
OR WEDGE ANCHOR INTO
SLAB @(spacing per cable 1)
x 2"
galvanized usher Mh 112"
nut threaded rod
mupler 2'
ball &
nut wl (2) 2" x 2" anaed wazhers(
2,0004+ Dr capacity)
12"forged
eyebolt iumcano auger
anchor TYPE 1,
11, III or IV PAD WISLOCKING AS REQUIRED
CONCRETE SLAB
BY OTHERS THROUGH LOCAL CODES
AND JURISDIC TON GENERAL NOTES &
SPECIFICATIONS FOR AUGER ANCHOR 1. Building
anchors shall be "mobile home" type HP-1 single helex eye auger anchor manufactured
by Home Pride of Bristol ,VA. Average holding power is not less then
4,900##. 2. Anchoring
system to ground per local building code(by deafer)- Locate anchors per Table 4a or 4b.
3. Eyebolts
shalt be placed through the bottom plate(floorsystem) and attached to anchor. TABLE 1
TABLE 2
Shed AnchoringtoConcreteSlabRunnerSpacing shell 4U
lift! Sider ofSfied max.anchar spaung 13,4r
2P4# 1 LF V 6- 11 114r
24041 LF Illy good
1CF B' 165F1 -
Lr 3'-6" 6'. 1204
LF Shed Width
X3 13'-8'
1'-10 " 9'•S1" V-11" 1111-W
2- 8 13. Values from
and ofjcist to centers of (2) 4" x 4' skids only. 13'-8" wide sheds have (4) set of skids TABLE 3
Support Punting Pad Spacing for Runner Blockiob f Singh Wkkr SW) or Double Wide Sheds(DW) 11Awime,n.
1 n n Y C•n.i Y..a Shed Descri
bon Pad Side Runner Pad Type
interior Pad
Side
Runner
Pad Type
Shed WidthTLW'-PLF End Pad Max. S n I I
SWOWI 4,15' 1332 0" - 6' 1936# t . or 1879# I, It III or IV IV-8"
I SWIDW 480 6'-0" 2 i IL111orIV 25584 I, If 11IerrIV 10. SWIDW
5.D0' 11Z 0" -8" G-0 24" E 11 111 or IV 24004 1 li Ill or IV 8'SW
1 4.09` 1320 0" - 6• 1 6--0' 20294 1. II, Ill or IV 2133g 1, 11, W or IV 6 SW
3.00' 1240 0" - 6' 1 6'-0' 1658# 1, 11. ill or IV 1886# 1, 11, lit or IV 1. Pad
spacing is end to center of pad 2- Pads
other than end pads spzcing is centerto center: 3. Use sama
max- spacing nor intedorspacinq- Type Pad Dirnensions
Max. Load- Material I x xt
17784 concrete blockqualitycement&sand mix I 4" x
8' x 16' 50, ncrole block qualitycnment& sand mix AI 16' x
16' 3,9504 1ABS Pads IV 7ff" x
8" x 16" 1,900# concrete b oc utilitycement & sand mix Load width on runner.
Based on 2,000
PSF Soil Bearing Capacity (2,000 PSF is NOTES: 1. Holloor or
solid
Concrete blocks may be stacked on pads for high sets up to 48" max. without reinforcing. 2. Pads required on
1 V-8" & 13'-8" wide sheds only. 11111 . i A E
s X 2" FLAT WASHER W173"
NUT V X 4" BOTTOM PLATE
Table 4a Anchor Spacing of
Auger Type
Anchors for Single Wide Sheds Sh td[ LW` uplift A
char" ax. n[eror acm 7.0 243 1 I
t.uu I I
T-O' to . 101-0" 1'-0" to 3,-0'
l 10'-0" 1'-0" to 3'-0"
0' f F-0" 1 3-itai1041'-0" to T-T 10'•W Table 4b Anchor Spacing of
Auger Type
Anchors for Double Wide Sheds 30" Eye Au w Anchor
e izeUptiftPLIF End Anchor- I
Max 1(;.UV I 4 - to
3 - " Load width of uplift on
runner Location of end auger anchor
or slab anchor Anchor spacing example: 30" auger
anchor or 1' x 3" expansion bolts- Notes- 1. Anchor spacing is
based
on a 3 second gust at 180 M.P.FL for a Exposure "C' Enclosed Building per ASCE 7-10.
2- All listed above are
center to confer aanchors. 3. The minimum number of
auger anchors is (4). (1) [rD each comer of shed for shads less in rangth than the maximum. 4-
The minimum edge distance
for expansion hots is 8 diameters or 5"fur J expansion bolts. S. Anchors shall be on
side waits except when shed is placed next to existing building, In which anchors can be placed
on end walls as dose to sides as possible. 2' X 4' BOTTOM PLATE
NAILED TO 2" X 6"
PT BASE CONCRETE SLAB BY OT HERS
T HR LOCAL CODES AND JURISDICTION j-
X 12" EYEBOLTOR } THREADED
ROD (IF NECESSARY) WTf11 2' X 2' WASHER
AND NUT (Z,OW# CAPACITY)# UPLIFT COUPLER IF NECESSARY EYEBOLT AND
30' AUGER ANCHOR
FASTENED WI}'X2"BOLTANONUTWf(2)2'
X2"FALTWA GRAN SEE BUILDING ANCHOR DETAILS
SINGLE
HELIX EYYE AUGER
ANCHOR
SCALE: N.T.S. 1)
x s" (4om UPLIFT
RATIN(') WEDGE ANCHOR INTO CONCRETE SLAB
THROUGH 2" X4" BOTTOM
NOTCH OR COUNTER SINK BOLT
THRU 2" X 4"
PLNI E 4" min. I SHED WITH
FLOOR REMOVED
ANCHORED
TO CONCRETE SCALE: N.
TS. SHED DESIGN
LOAD REQUIREMENTS FOR
THE 2014 FLORIDA BUILDING CODE 5th
Edition hereby Certify that I have
review these plans along with all building materials and components used in the manufacturing
of the Sheds. The materials and components either have a Florida Product
Approval as required by the Florida Building Commission Rule (9N-3) or were
analyzed using the Vult Stress Design. All materials and components comply with the 2014 Florida
Building Code, the Florida Manufactured Building Acts and Rule for a Category
1: Enclosed Building, Exposure "C", with a wind velocity of 180 M,RH.(
SW) & 190 M-P.H. (DW) (3 second gust) DESIGN CRI TERI BUILDING CATEGORY
1 CONSTRUCTIONTYPE
VB EUILDINGTYPE ACCESSORY
STRUCTURE EXPOSURE " WIND
VELOCITY SW180 M-
PH. (
DW 190 M.PT4.) MEAN HEIGIfr 9.85 R
ALLOWABLE#OF FLOORS 1 ENCLOSURE
CLASSIFICATION ENCLOSED FIRE RATING
N/A WIND
LOADS Roof a I
S.W.)
4. 5645 41.
95 34. WIND LOADS D.W.' 9.
9 48.
94 41.
62 48.31 ESIGN PRESSURE FLOOR LIVE LOAD =
75 PSF
OPTIONAL FLOOR LOAD = 125 PSF
FLOOR DEAD LOAD = 8 PSF
ROOF LIVE LOAD - 20 PSF
ROOF DEAD LOAD = 5 PSF
INTERNAL PRESSURE COLFHGIWto 01l01f2012 02.
23-2012 02-29-
2a12
04-02-2012
05-02-2012
06-18-2015
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i scrv:.n •rcusm:z> SPOT AND LEVELED. THE OTHER END OF THE &JRDNG t5 BROUOM UP To LEVEL AND BLOCKED- THEN THE CENTER OF 02-26-201517Crd `;t THE alla DM IS SUPPORTED TO LEVEL. BLOO(ED AND, sFiauum
t x4 DNdg)ng(Lvp -mm- naUL :orequ)Valant - cif 3S 3. AFTER THE BIADNG IS LEVEL MORE BLACKS ARE ADDED TO ACHIEVE THE CORRECT SPACING.
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r...,h z., srhstseenote2, 3, $4 vada3 X 4" ... scale: nS.S.. ANCHOR AND 9ATO BE AT THE EYEBOLTCONCRETEANCHOR B THFASTENEDBUILDING 137E T N x Y BOLTCONCRETEWin&nV : bbcbng 5. IF THE UnrR S TO BE ATTACHED 70 A C[ArCRFEE SLAB THE Bl1uDp10 SSET O THE GONCRE7E BLAB AND SHaJMED UP ;
e wad anchor details TO LEVEL A }- HOLE IS DRILLED VATH A HAMMER DRILL INFO CONCRETE SLAB 1 k OFF ROM JOIST. THE EYEBOLT IS FASTEN
TBLOUGH THE BOTTOM AND A (A,24 SIMPSON CLIP) IS PLACED OVER THE I' WEDGE ANCHOR. A j' X 2 60L.T AND NUT W(2) '.
END ELEVATION WITH DOOR TWO SKID MODELS _ 'Simpson LSTA-18, USP LSTA-18 T WASHER IS t TO FASTEN THE EYEBOLT AND SerPSON CLIP TOGETHER
sca Hurricane Soap or equivalent GENERAL NOTES & SPECIFICATIONS FOR AUGER ACHORS P
ell studs) 1. ells -DING SHALL BE NOME"_TYPE SW MANUFACTUREDANCHORMACTURED BY HOW PRIDE OF
aluminum BRISTOL VA. THE AVERAGE HOLDING POWER IS NOT LESS THAN 4.200AI u .:: sIr Burr•1C)
see QemBs babes - .. ..siding 1 EYEBOLTS SHALL BE TO GROUND PER LOCAL BWUOINGTHROUOiTHEBOTTOMPLATE AND FLOOR SYST9.1.
2 ANCHORING SYSTEM .CBI' DEALER) LOCATE ANCHOR SPACING Pal TAME 4,
e 12
single or double
Simpson HS-24. USP RT•6 CODE REV W '
bM8 9 m
I.-. vanes—j Q 5 9 C8p (>r aqufvalen Table 1 an
Table 2 Runner Sparing t' r .. t e.
1' x 4' 1 "' wide ardt '
Wind bracing)
r. n
max; n r sa a, ci s r
typ.'aB comers) - -. _. 2 x 4 header _... _.. -TYPE f, Ii, or I!1 CONCRETE OR ......:
w _ XYY EYEBOLT ..._ 1 • . '
1 -8' 1'-10 9'-t Y B'-11 _ y,> r ze s
T ABS BLOCKING AS } mobile home door - - Y' x 4' brldging(wiM bracing) REOI.SBiF_D .•e"'""so' AUGER ANCHOR - €.0 s_ae s .
Optional) E 2 x 4 studs (typ.) J _ — FL % t-r3
2• x 4' tliockkrg gra11de :. :: _:: . -
2' x 4' bo see wall anchor detais Values ircm and of joist to carrier of (2) 4 x 4 skids Only. 13'48'.wkIe sheds have (4) eels cf srdda-
Ptate •2 x 4 bottom plate SHED WITH SH00 ATTACHED-yebolt and ancfiar bolted Support Footing Pad Spacing For Single Wide(SW) or
hurricane sba use
2 x 6ILL and railScale: - z togerhsr wt}" x 2' bott aM
Table 3- Double Wlde(DW) Sheds.-
D(HR) }' plyboard ISOMETRIC OF SHED 3W" t&g ptyboard or advantage- 4 x4 pisldds - (2)T xYgety. washers
Simpson LSTA-18. USP scale: n.ta.
LSTA-18 or aquWalara Y 8'
END ELEVATION FOUR SKID MODEL T x 4'shd
and }' nut
x sideraB
for Information not shown see end elevation wile door ' X 4' header
WALL ANCHOR DETAILS
sqa1a: n-La.- - OUTSIDE WIDTH$
NO
ikYZ<:'i TEy.Z L"IGASYe tithii 7 lE1€=>I®ik LrJi•li[i"1fT•ift 3E111E3ll''.
j jj_jj)(,y;••. r `I;cs,Ii>Fz.+:= a arrar)yzr=T inrm>•
ifil f'HaACEirde)i.Srrl`r Zg17:iifFzrne ul[311t[• rnrT.lrnlrridt;,
t E)Y k rd fbriliHYZ iIl icT if-r•F,3AlI.7)i 1 i Ifli7I1)•
40'4l'.. mat- length -'
joist spacing x 8' !. framing ( •)
6, 8'.1(r. I IT". or law
Simpson TP-35, USP NP35
Nallpiata or squivalant
i- ad apacbg Is and to tender of pad
2- Pads other than end pad dog Is cwler to renter
max.
x r nonars
eUdra 4' x 4' Hooter required an
12 w18 (10d) naffs
4' x 4" header'-
3- Use same maximum s for interior runners,
Max. Lnad
x 3 6'vdde sleds
Q 5
see arch d Ts scarttb.
x -x co
o mH
16' o/C Joist spacing, gklad tongue & 1 x
groove piyboard w/ addierrai 4' x 4'
center runner,
2" X Z' s are
washer w/ }' nut
Load wkfih on mmner
J3mSiHS-24, USP KPS 3' x 5" ek gals,
ryD) Based on 2,000 PSF Sod Beanirg Capacky(2,G00 PSF Is z
X m _._. r Y y .__.
Cliplp oTequivalaM heslallad at sqt"+ a
X tY M e forged! eyebolt X 3' a70Yt trprdt kotos: te
o
Y connection between equhrsierd
Simi=on H124-
0 -
sling) expansion bolt 1- Hollow a solid comets plo ks(8x8x,8 may De stacked m cis for h' sets u ar 48" without re
9 8
Pe high D
2. ABS pad required on i 1'4r & 1 •-0' buildings onlyd"
srfloorjoleandrxrrunnerUSPRT-6 a or wedge andwr into
x 6' L tees for s fte s warp- Pt equivalent slab r table 1Pe } Table 4a Anchor Spacing Of Augur Type Anchors for Single Side Sheds
16'In lengtlt
a8 x 5' MTek Connector plats
87011 Uplift x 2" boll w (2)
2.
dAn -
y,
1
LPlyd3-
or equivalent (bads side)
2' x gatL!W7 4 1
Y x 4' boWtn min.
FLOEOR F MI PLAN
ptte(typ•) Fit 1 -,
O Fri: around r x 4" Casavedah Concrete Slab by others S ED W 1(tt) ATTACHtED :ANCHORED r s
t
7-0' ScaA' x 4* door header
eerie
Local Codes & I ' TO CONCRETE
aPPIY v
I _
Table 4b - Anchoring Spade of Au - Type Anctw For Doubts Wade Sheds
r
ra
x 8':. .e
LL ui U_
v u
v, <r e•- 03
f
I
REV« E S'...'.
X 4 uMer h t
t' x 4' brldgkg(wiM bracing)_
x: w £e-
yy
on turshrx : _. .. O U ITJ v
aAluminumdoorskinon (1) }' x 5' (4 into "
LaceNon
of end sugar or slab anc tlor x
4' bent(typ-) Front and Bad( Wig) "' - Anchor spacing 13 examples: 30' auger or }" x 3' expansion bolt - concrete
D nH ANCHOR NOTES: - O hNI' x 4' window header e
1) 1- et
8 1-
ANCHOR SPACING IS BASED ON ASCE 7-10 FOR A CATEGORY i ENCLQ96D BUILDNO DON. "C Concretx :ileb byoihars 2 ALL MEASUREMENT ABOVE ARE CENTER TO CENTER OF ANCiixtS. Y
X 4' uhirndoty sIT1 Local Codes & jurisdiction 1 ' min-4— & :HE MINIMUM NUMaER OF ANCHOR IS (4 ONE Q EACH CORNER OF SHED FOR SHEDS LESS N LENGHT THAN THE notchorcountersinkY
x 4': boBDrn plate apply :
Ddt
through 2)4" 4. THE MINIMUM EDGE DISTANCE FOR EXPANSION BOLTS S e DI METERS OR S FOH A +'. EXPANSION BOLT_ T&
G plyboard OPTIONAL WOOD FRAME .-,... S. ANCHORS SHALL BE ON SIDE WALLS EAMPT WHEN TIE SHED a PLACE NEXT TO AN EXISTING BUILOttiG. IN WHICH CASE 4"
min- 2" x 4' bottom plate ne-Red to ANCHORS CAN BE PLACE ON END WALL. AS CLOSE AS POS!p&XTO SIDE WALLEL ., or
HS
2tY ) ON tugs crro
DOOR'CONSTRUCTiON i.:. r x 6" P.L bass: or
erprnvatarn[ (typ) ON sands SCALE N.TS GENERAL NOTES: wag
anchor detais Shed With Floor Remove Anchored to Conte 1
ALL BUILDINGS FROM FT 5-
0' (mrfl(.) for connection soda: 1-}' = 1'-0* _ 0 SQ- - TO 720 SO. FT. ARE EXEMPT FROM WIND -BORNE -DEBRIS IMPACT STANDARD
PER FLORIDA STATUTES - SIDE
ELEVATION WITH :DOOR & WINDOWS 22 ALL BUILDINGS FROM 0SO. FT. TO400SQ. fj'ARE FOR USE WITH ONE AND TWO FAMILY st 1e }• =1'
Y x 4' bottom plat - it2 pt 2
x 4 frame (typ) - - RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REOUIREWNTS PER THE FBc- 3. ALL COMMERCIAL
BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 Sa FT. OR GREATER x 2' square
gaNal>fzm MUST COMPLY, WITH THE 8•-$' DOOR HEIGHT AND THE MiN AND MAX-' WIDTH REQUIREMENTS. ryp) 12 114*
121/4' rough steel washer witty}' nut - 4. ALL BUILDINGS 400 SO. FT. OR LESS WITH 72- DOOR HEJGHTARE ACCESSORIES TO j o 4 TSGplyboerdRESIDENTIALSTRUCTURES. Z 1' x 4'
bridgirlg(wiM bradr,g} 5. FAIS PLAN WAS DESIGNED PER THE FBCR of #2 p.
t S. ASTENERS FOR ROOF AND WALLS SHAti:8E SCOTS@TRUGRIP METAL TO WOOD FASTENERS Ur r x 4'
bent(Typ.) Plate AND SHALL BE S-15 X i` OR EQUAL W11"(MIN.)THREAD PENETRATtoN(iYP-) Z o; Y x G
aide rail T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. 2 S 1" x 4"
wind brace at four(x,rners
p gPp i
side j Forged EyeedtorkThreadedRod SHED DESIGN LOAD REQUIREMENTS FOR THE: Z's 2 x4'6Worrtplate
2014 FBC-5th Edition, 2011 NEC, 2014 FFPC 4- Z o- tt` T&G ph n1 Simpson Simpson FIS-
24, USP HS-24Cfrpar 24, 16' to24' ;
Coupling if Necessary for Level DRO DETAILS - - Sat
1 hereby certify that 1 have reviewed these,plansalong —with all building materials and w ro m a a N itSstuds HYDROVEN7
eyelxolL and anchor
boned __ ,:.. }•
x ter Forged Eyebolt
scale: 1• = r-0' components used in the manufacturing Pon rug of theshedsThe material and components either p Walt aneho.deraH for
connection toglatherll} x
Y and.(
2) 2' x Z' gahr.
washers and have a Florida Product Approval as required b the Florida Build -it Commission Rine {9N P q y gf— $ SEE SIDE ELE1lNTlgTJ
YJITt7
UDD}tS AND. wlfaDows FOR INFORMAnoN NOT
SHOWN 30' Hurricane Anchor a °
or analyzed using the
1AIIt Stress Design. All materials and cernponer tirty tSrilFl le 2014 Florida Building Code,
the Florida Manufactured U; Belding Act andlRues Or- i SIDE ELEVATION sTRAa DETERS
N.E.C- for a Category 1: Enclosed Budding, Expasure'C', with W nmrin' s(ata}.= r ,, scsP;:
n2s. • -_ three second -gust) _ ;- .::,to_ t. 9. WIRING
DIAGRAM
optional
electric} N O
stela n.
ts L- Q AM wiring
shall be
me cable 14 3 veins
DESIGN >'RESSURE - R04F WALL
q n FLOOR LIVE LOAD( - DESIGN
CRITERIA FLOOR DEAD
LOAD WILDING CATEGORY 1 ROOF
LIVE LOAD 20 PSf UiLDING TVPE ACCESSORYSTRUCTURE II
RoR PEADRESSURE COEFFfCFEM r/-0,18 "• 1 SINGLE HELIX AUGER
ANCHM
ONSTRUCTION TYPE VB of 1; see table 4 for
spacing Ba• __._- __ -.. _. ___--- - --- D VELOCITY ,BOMPH
style: Acts. encase inallrtheti
OWABLE @ OF FLOORS 1 baxr•-s : IRE RATING.
NIA GF.i. outlet CLOSU
HO IFICATION GHT ENCLOSED
ROOF
iILZ'
T!
L
tJTsrrtr
1lut.l yr3rr3 Tr"lT 7312
SCPA Parcel View: 11-20-30-508-0000-0030
Property Record Card
rmson,CFAParcel: 11-20-30-508-0000-0030 fpSpa% Owner: MAXIMUS ONESIMUS E scxx _
cxx rY.anc+aA Property
Address: 342 LIVE OAK BLVD SANFORD, FL 32773-5662 Parcel
Information Value Summary Parcel
11-20-30-508-0000-0030 Owner
MAXIMUS ONESIMUS E Property
Address 342 LIVE OAK BLVD SANFORD, FL 32773-5662 Mailing
342 LIVE OAK BLVD SANFORD, FL 32773-5662 Subdivision
Name HIDDEN LAKE PH 3 UNIT 4 Tax
District S1-SANFORD DOR
Use Code 01-SINGLE FAMILY Exemptions
00-HOMESTEAD(2012) xz.
t
i
309.
92 l 1
I
i
240.
62 14
Seminole-Codnty GIS / Legal
Description LOT
3 HIDDEN
LAKE PH 3 UNIT 4 PB28PGS1&
2 Taxes
Page
1 of 2 2017
Working Values
2016
Certified Values
Valuation
Method Cost/Market Cost/Market Number
of Buildings 1 1 Depreciated
Bldg Value 75,569 1$66,223 Depreciated
EXFT Value 801 851 Land
Value (Market) 25,000 21,000 Land
Vafue Ag Just/
Market Value *' 101,370 88,074 Portability
Adj Save
Our Homes Adj 37,230 25 253 Amendment
1 Ad, P&
G Ad, _ 0.r$o Assessed
Value 64,140 62,821 Tax
Amount without SOH: $952.00 2016
Tax Bill Amount $598.00 Tax
Estimator Save
Our Homes Savings: $354.00 Does
NOT INCLUDE Non Ad Valorem Assessments Taxing
Authority Assessment Value j Exempt Values Taxable Value City
Sanford 64,140 1 39,140 25,000 onds
CountBonds64,140 250001i Count_
General Fund 64,140 q$399140
39,
140 25,000 SJWM(
Saint Johns Water Management) 64,140 i 39,140 25,000 Schools
64,140 ! 25,000 39,140 Sales
Description
Date Book Page Amount Qualified Vac/Imp WARRANTY
DEED 17/1/2011 07610 0617 $83,000 i Yes Improved CERTIFICATE
OF TITLE - _ T /
1/
2011 07514 _- 0639 _ $47,600 ' No 1 Improved - CERTIFICATE
OF TITLE 11/1/2009 07295 1918-- $100 No Improved WARRANTY
DEED 1/1/1984 01520 ? 0054 $48,700 Yes H
Improved
Intl
Cotim(iara- tal"e Sales Land
Method
Frontage Depth Units Units Price Land Value LOT
0.00E 0.00 1 $25,000.00 t $25,000 Building
Information Is
Bed/Bath count incorrect? Click Here. Description •
Year
Built Fixtures Bed Bath Base Area Total SF Living Wall Adj Value Repl Value Appendages Actual/Effective 1
1984 6 . 2 2.0 1 1,060 1,440 1,060 3 $75,569 `' $88,644 ! ( Description
Area http://
parceidetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 1203050800000030 8/7/2017
SCPA Parcel View: 11-20-30-508-0000-0030 Page 2 of 2
i SINGLE j j I CONC I GARAGE
FAMILY BLOCK 312.00
FINISHED
I y OPEN
I PORCH 68.00
I + ; FINISHED
Permits
Permit # Description Agency Amount CO Date Permit Date
02261 ADDITION - RESIDENTIAL j SANFORD j $300 { ffi 6/1/2003
00462 ADDITION - RESIDENTIAL : SANFORD $300 I 11/1/1995
Extra Features
Description Year Built Units Value New Cost
SCREEN PATIO 1 12/1/2003 1 j $801 1 $1,500
http://parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=l 1203050800000030 8/7/2017