HomeMy WebLinkAbout403 Colonial Way; 18-3991; SHEDtoeQbCITY OF . 2018
PERMIT APPLICATION
BUILDING DIVISION
Application No: \ 3g Q 1
o
DocumentedConstructionValue: $ g 6. C Job
Address: 7 CCi Ci ivy (_ U:t/ y S U(r Historic District: Yes NoW Parcel
ID: --( 9 ` 30— 5--0" -- 00 Ga Residential W Commercial Type
of Work: New Addition Alteration Repair Demo Change of Use Move Description
of Work: ® X J"
Q, ,yJ(Zb _ Title: O C IyOR PlanReviewContactPerson: 1 L GE Phon
c'-7 Fax: Email: M I eC'Y onj XJ) S 0"+100 ' M Property
Owner Information Name
I L eoi\/Az Phone: G7 q 1 Street:
0 L--0 P I AL Resident of property?: Y City,
State Zip:3 2-7-71 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. 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. Z,
o
2-0u q q,o
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
NOTICE: In addition to the requirements of this permit, there maybe 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.
AC J 0 i 1
Signature of Owner/Agent ate
P
Signature of Contractor/Agent
Print Contractor/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or
Produced ID E Type of ID ( Z y Produced ID Type of ID
bs lamael 13182
my Commission Expires
December 18, 2020 BELOW IS FOR OFFICE USE ONLY
0'y Commission No. WOW
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: /0. /..2019 6_ UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:ro
COMMENTS: Oft JZ /o 'ee / 9' s 1wel a s 0.0?
REQUIORED EMPECT14
V159L9211 PERM, T
lnsaE loni Des
Footer / S6fbaelc
Stemwall
Foundation / Form Board. Survey
Slab [Mono Slab. Prep our
Lintel / Ti6 Beam / Fill Down Cell
Sheathing ' Walls-
Sheathing-L,Roof
Roof Dry Iii
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Slieetrocic
Lath Inspec,tion
Final Solar
Final' Roof
Final Stucco $iding
Insulation Final
Final Utility; Building -
Final Door
Final. Window.
Final Screen.Room
Final. Pool Screen Enclosure,
Mobile Home Building Final
Pre -Demo
Final Demo.
Final Sfiigfe 7F.Wi l iResfdencel
Final. Building (Other)
71
N SEQUENCE
Address:
Em
Imn max Inenpoomm Tn
Underground
Footei [Slab Steel Bond
Electric -__ugh
T.U.G.
Pre -Power Final
Electric Final
Plumbing Sewer .
Plumbing Tub, Set
Plumbing Final
130_117W
I mu Max HuspecOon DescriLflon
Mechanical Rough
Mechanical. Final
min Max
AMMIM
rimmmap-iinTm n
Gas Underground"
Gag Rough
Gas. Final
RI&VrSED:* Rine 2014
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
license.
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
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 1 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.
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 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
b'd b ll 1' bl 1 d h b 'Id 11 1 11aieyaapptcaaawsanrequirementstatgovernowner- ut ers as we as emp oyers. a so
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
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
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
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.. / "co 0n 1 & I Sa.n v c, 32t
I, M I C IA REI LIF'olli AlU , 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.
of Owner -Builder
Form of Identification
Must be Photo ID)
Date
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
I/ Ai f"w ',4'
PHONE; 34-567-4935
Date: Sales Person:
CUstomer Name:
Address;
Home Phone.
CI tV'. Stater, Zip:_
Cell Phone.- -LL--7j Customer
Email Address - VIM
I , I 1 1111 IN 011 CUSTOMER
SIGNATURE:
L n*
Property Record Card
Parcel: 36-19-30535-0000-0060
Property Address: 403 COLONIAL WAY SANFORD, FL 32771
777=77-7,7—',,-,. 7 7'777
Parcel 36-19-30-535-0000-0060
Owner(s) LEONARD, GINAM
LEONARD, MICHAEL M
Property Address 403 COLONIAL WAY SANFORD, FL 32771
Mailing 403 COLONIAL WAY SANFORD, FL 32771-4314
SubdivisionName HIGHLAND PARK REPLATOF BLK 10 Tax
District Sl-SANFORD DOR
Use Code 01-SINGLE FAMILY Exemptions
00-HOMESTEAD(2015) 41
NjAL
I.VAY 150
114.
2 CID Cb
0 CV)
A
CO
9
CV
V
266
Working -201 17 Certified cValues
Valuation
Method Cost/Market I Cost/Market Number
of Buildings 1 Depreciated
Bldg Value 37,420 1 $33,680 Depreciated
EXFT Value Land
Value (Market) 23,496 $21,538 Land
Value Ag Just/
Market Value 1$60,916 1$55,218 Portability
Adj t$
18,591 Save,* Our Homes A I 13,764 Amendment
1 Adj 0 P&
G Adj 0 !so Assessed
Value 42,325 $41,454 Tax
Amount without SOH: $510.32 2017
Tax Bill Amount $313.31 Tax
Estimator Save
Our Homes Savings: $197.01 TRIM
Notice LLedp. Does
NOT INCLUDE Non Ad Valorem Assessments 47=
7`777 '77777,7' 77T 7 D
V M
LOT
6 REPLAT
OF BLK 10 HIGHLAND
PARK PB
8 PG 70 7-
777 T
in Authority Value Exempt County
General Fund 42,325 $25,000 i $17,325 Schools
42,325 1 $25,000 $17,325 City
Sanford 42,325 $25,000 $17,325 SJWM(
Saint Johns Water Management) 000 $17,325 42,325 -- — -- --$-25-- County
Bonds 42,325 1 $25,000 $17,325 7,
1" Qualified CORRECTIVE
DEED QUIT
CLAIM DEED 1
10/1/2007 8/
1/2007 06843
1 1811 1 QUMI
M
Im
i 100(
100
No
f
No Improved
Improved
PROBATE
RECORDS 1 7/1/2007 08479 0349 i 100 No i Improved QUIT
CLAIM DEED 6/1/2007 96714 0001 100 l No Improved f-
Land 77'
77-7777? r6
72-
7-- 777' M
Frontage h, nits LandValue - FRONT FOOT&
DEPTH 88.00 117.00 01 $300.00 $23,496 M 'f
A' http://parceldetail.
scpafl.org/ParcelDetailInfo.aspx?PiD=36193053500000060 9/20/18, 2:31 PM Page 1
of 2
7,
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t BUILDING DIVISION
rF$r I
SHED / GAZEBO / PERGOLA PERMIT GUIDELINES
All permit application packages must be complete prior to acceptance. You must check each bog 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/Pergola 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
V/ Shed, Gazebo or Pergola 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 inpreparing a Shed/Gazebo /Pergola permit application
and may not be complete. The applicant is required to meet all City of Sanford, state, and federal code
requirements.
PFCORD COPY
inr'te kro.r September 25,
2017 Mr. Thomas
Campbell Florida Department
of Business and Professional Regulation Manufactured Building
Program 2601 Blair
Stone Road, Building C Tallahassee, Florida
32399-0772 Intertek-PSI
Tel +1407.304.5560 1748 33`
d Street Fax +1407.304.5561 Orlando, Florida
32839 intertek.com FL Engineering
Business #3684 psiusa.com RE: Plan
Approval: Residential Lawn Storage Shed Manufacturer: Lark
Builders Plan Number:
31410 Dear Mr.
Campbell, 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, 611 Edition 2014 NEC
These plans
comply with Florida Product Approval Rule 61 G20-3.006 (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.
REVIEWED FOR
CODE COMPLIANCE PLANS EXAMINER
Respectfully submitted, /
0-14DE'
A - -- Victor
C. Martin, PE (
FL) Department Manager Building Science
Solutions 1 _
99 w\DING
SANFORD l'
FPAR Richard
Olds,
ICC #5107840,
SMP-45 Plans Examiner Building Science
Solutions Copy
to: Ms. Berri
Howard, Lark Builders berri larkbuilders.com 1 SANFORD BUILDIN DIVISION
A
PERMIT !SSuED SHALL
BE CONSTRUED TO BE A LICENSE TO 0AOCEED IA/
ITH THE WORK AND NOT AS AUTHORITY TO WIOLATE. CANCEL.
ALTER OR SET ASIDE ANY 01 THE
PROVISIONS OF THE TECHNICAL CODES. nIOR SHALL ISSUANCE
OF A PERMIT PREVENT THE SUILOtNt3OrFICIAL ROM THEREAFTER
REQUIRING A CORRECTION OF
ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF
THIS CODE
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SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
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VARIES, 6'-0" TO 13'-8"
FRAME SECTION
PSI APPROVAL 2017-08-25
2.5"x.5" CORRUGATED ROOF PANELS
SEE ROOF FRAMINGFASTENEDWITH .25"-14x.75" HWH SCHEDULE FOR RAFTER AND
TRAXX/i At 6" O.C. BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" O.0 MAX.
3.5"-20GA METAL STUDS,
SPACED AT 24" C.0 MAX.
3.5" BRACE AT 3'-0"
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10
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SEE ROOF FRAMING
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I) WO EACH FLANGE
ROOF PAUFIa NWENED
END WALL FRAMING OPTION
END WALL FRAMING _OPTION
PSI APPROVAL 2017-08-25
J.5'-200A METK E—K. 0.51 BRACE AT 1'-0'
ATTACN EACH .0 TO S1W5 W/ (2) ABFINISHED FLOOR. jtO
SCREWS, (1) INTO EACH FLAKEE AttACH N EACHOVE "" SELF
DR ND GRABBCR SCREWS. e
p Nc a aid,am nN < (1)
IWO UCH FLAKE AA'
R (a InF
ROOF
PANELS FASTENED HNNC. 5.
5--20GA METAL B ' G. 15' BRACE AT 3'-0' AlACN
GCH END TO STUDS W/ MABOVE FNISHEO FLOOR, j10
SCREWS, (1) MO EACH FLANGE ATTAEN M EACH SND W/(2) I10 SELF
ORWNG ORABBCR SCREWS. iF.
R^Nf < d n Dtl c (1)
IMO EACH FIANCE Walc [
POT FS d u'N Rf.ORNE1 OI END
WALL FRAMING OPTION END
WALL FRAMING OPTION ayc,,,„
win„ p
Q.r.x„anal CODE
REVIEW ROOF
PANELS FASreRED 5WN
O.C. 5J'-20W
NETAL BRACING, ARAOH EACH
ENO TO SWDS W/ (0) O10 SCREWS. (
1) INTO EACH FLAKE WIC R
n w Iv
fpor ROOF PANELS
FATTENED O.C.'
O. MTO7/
12/
17 N/A
LB-S-
LJ 1 PART
a ---AND As a--PN.
iM DINCYWIGEMA1pN R{rypI
p{ pWpF41 OCTALS Fat PACa[A NRA1.1pRN TRICFRN 1. .
LLLUAtlPIRAMLY[ F3 SY,F., FM°Crt A9 k0 fL
IYw!
WAS A4 0• 4WIIW CAA. l0 KTA CN-vr[ N OpEIN Tdlu tOFN FW[UBT, MSORIFL
o00Ip m M MNPMU4 SP[CECATW! Y UN
NMN E nc IFd.lm V. A .. 0' Nm u"B+irto To eo4nr wd ,H[ -. sRrm mF .WI,<ia NNRTAn1 fwDl AIwA a 5.5'-
mGA 4E1AI. BRAG1Nc, AITAGH FKH
ENO A SNDS W/ (G) Q 1Mr
WINU®tllF 0®F6 4PACI E[NIWM 0[ iK ]Olt N MCNRND[
Ymt 11C 1001,1.1, 1U1D1A9 RAT Iw CPO j10 XREWS. (1) KID EACH FLANGE mac F[01 L[a dAT — 1DI a inmE cNAwcllo°HmDlvw-ccln01.w wom rFRm w u'n NepRAt'.
Hn a gFdIIRFn ON SDE WAl l< (
BOTH cD cFAt'N CYMHEaI LLB Q ItI 0. °
I /4fRI y1rGmr SIN(M°VaA.apq [M WXIgAV A[PRO.4l IR Tx[ OVI.R111[Nl R4.eI °aT %O,ueNO In1a .PFINAuWNOPM. 1 w
N
T X\ ................. i
OCENSF
r.•
GLi 714 C
p %
STATE OF i 44/ lo, o•.
FLOR10 SRO L
N Alllit11\\
M01lh Baldwin
P.E. Q OW
LT.
Florida ce64fi08wSh.-u
FBPR-4 OF 8
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH A B
6 —0" 15. 42"
W-0" t8" 60"
10'-0" 24 72"
24" 84"
28 84"
36" 84"
40" 84"
VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
SCHEDULE FOR SIZES
PSI APPROVAL 2017-08-2
6'-0" 2"z4'
6'-1' TO 11'-8" 2'K6"
11'-8' 2'XB"
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.
50'-0"
SKID RUNNER SPACING*
30' LENGTH AND GREATER
SHED WIDTH A B
6 —0" 12" 24"
8•-0" 16 32"
10.—Ob 20" 40"
22" 44"
11'-8" 24 46"
13'—O" 26 52"
13'-8" - 28" 56"
VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
2 & 3 SKID FLOOR FRAMING PLAN
6 yra) uniwrI:RrNrulrl(HI
CODE REVIEW Ar-
PrvMslomM 6eMEa bbuzb
e J3NSbnvf
Wlandn, £Ibdda o]U9
Y4nz ae.ew llc uurJY.
c esw:n"o
rwPzd nzni 4la,nllw. V'cior C.M
fl 14: ebS:l)4
z ,
l
Pln .—.-.—.-...
r...........+.•-.-. .
CODE INFORMT[ON
GOOF V mm 16
Ur NRER I.K. 9..RDW, iMC
NBUYDNC TYPE
coNm'u " IRPE r-e
naE vrrorccnaN RONc
SY M NdRggDUPPRESS*NpoCUPµnaa E
WA E NU DER V DroRiEs
DAfic WND SPED w-IEon
em+owae c
ENcsosua cNCEesm
NTdDUL PRESSUPC COE—w
IUParraNCE rwrw I.Is
aoor oun EO.w low
aaov urt Eow mvc a emu mNr so"o
BOOR ow Eow low
noon EOw IEYR
ww or AL"RAOR acp' W+
WU3 VER WR W
NUmaKJJC PRolEO UDwE ND
NURaI(/NE SHELTER VDwE No
sawRE roDlwc no wn. a Im
REYSIONS
REV I DESCRIPtON DATE BY
b MTB
Dale
7/12/17
N/A
Lg_S—LJpear.
f, IWNDitgN — 4 Nopl oYprtl, rc tlp ruN C! +ro utmbrwoiloilEmNmWMeoPctmatmnoN
Auiu/bol r
m waa Rrcwunoll
0o"EIRUCnGI ehl N ;xP. [Nfrt b +.
Holm
N"[A aaK"'YW bm40rMnk L\4 Ni H K
Y
pppmyp,!
NL NNm MO LWO TO 11Ii Ixi WJ4ul) VCbnGiWSMPge+balDNo aWb. ! !ai Ito I ; RIbVOE Y6i MR Ro!
qu,
W MN + rt0on u5Eiwi `Nn uauvEo ro c'"rdnWroup. n'N otaeR omac aa.+n snwarw ar iximni'E
N 7cwlmaIa"},v,n TMsoml.s. sne swl ue Rm
Q r„i o]a°"+i IaAXOw!`.°eMl icawe v "mNE
W
x ml; At.
ros E M r— o"w]"'`or11Cumo !o"E'0°Yypiurc
rvrRw.s a NE ov v- wrt wr swx! m bb]w
m MwN b'ND1 ar.wMs Na Mol i(u Iwl NrMaeY].
W
Ld
111 llll
CENSE •• ••Lyi
00
i A .)p t• STATE OF
FL ORIDP ``
l/lll 111\\
Lr
o
NlbllheR T. BoldNin P.E.
FIW.dn Uk 64W8
o
sheer. FBPR-5 OF 8
STENED WITH OA'x4rr
SIDE, (3)j%"x4rr LAG
E (9 TOTAL)
4)'x6" P.T. SKID SPLIC
L.1.5
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, ® 12"
O.C., STAGGER ROWS 6".
Yx6" SPLICE PLATE FASTENED WITH
5)—SENCO K28 (OR EQUAL) NAILS
EACH SIDE
2) 2"x6" P.T. SKID -
SPLICE /SECU Rl NG
PSIIAPPROVAL 2017-08-25
IPM
CODE REVIEW .
rrol.ad"",1 s..nelnauaD :a ,f P»
O,land", Flavilu JD6l9 .,
w Ixwvur4 x,b
lMp A410tin5SNIIE
C\\^
y
Cmm n+enl Mai+:rpv \'.u.+r C M
IL 1'(i at:J'N
1j"x14'r NOTCH
FOR EACH JOISTVATTICKJOISTTOSKIDWITHA"x4"
LAG SCREW OR (2)SIMPSON H-3
OR EQUAL) AT EACH CROSSING
JOIST TO SKID
CONNECTION
WALL SHEATHING
3.5" 200A. STEEL STUDS 024"O.C.
3.5" 20GA. STEEL
SOLE PLATE SECURED
WITH A"x4" LAG
FLOOR SHEATHING
SCREWS 016"O.C. / r-- FLOOR JOIST
II
l
2"x4rr BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT
UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST
SECURED WITH (3) 0.120"x3"
WITH (3) 0.120"x3" NAILS 012"O.C.
NAILS 012"O.C. STAGGERED
EACH SIDE STAGGERED
WALL TO FLOOR
CONNECTION DETAIL
urewa Mr MTS
Date:
7/12/17
N/A
ae
L13-5_W
1 a D.un uc xD* wax o< anc auy bR uD DD
c rxua*uh
w.,Mll
FLuv- AamE w+ e< a .7 D. rn n
N0 m
tix eo• wwu aDD
a.%u°Wwxe »o DDDDs ro ccr nx 4N4W ®ccF Jnle
Y u.uu.uir'i"uDaaiue'm.iuo!si nwlwims a'iti'F"ioii
UQ axe VrDa rec lDml.l. eun°eFa nMr.v .aDCOM:uMCw' ONC- IN ryq IW.Y (M
AMO
W10.
1H JaIA M 0000 Kne MDM ICWrI¢Y[M(lf
WENVO TWb¢ p MWO tM M:+cIM
OD
J y\E .........eq i
LiW A, r% VFCENgF •••
F— g+j %
n fit. STATE OF : (V `
J
Lij
Ala tlheW T. BoldWin P.E.
i'lorida Veen a /i4608
O
U Sheet: FBPR-6 OF 8
Fastenlna Sched ule{r}
z - r x g.z3r n.ba
2-3'14 a sla ..
rxe•amdporwbsf io ascn IY 2-ad common zvzx o.lm
wb'u11on I'x6-subAoor to aeth' bl 3-1e Commdm 21l7x0.IratpnpwtddratErmienNa -lea aomman 311z a o.1ex
9de DlYetoWW wnkcklrlp IOd(310.1361 it 10'o.c. r
x 0.131 It. et 6' o.e. T
14 (Raps siapba ed Sole
data to lost at blocking at Medal wan 3 - led common (31/'r x 0, 1351 at 1 F 0.1. NI
4 - r x 0.131• ngle at IT o.o. 4 -
3" 14 pa a Maplft at IT a.c. Top
del. to at. 2 -IBA common (3 la x 0.1021 OA31'
mall, 14
e e Ya le. StWto
sob Plato 4-.dca, am (27?x 0,1711 4-
3'. g131-ruih 3_
r 14 gaga stapes 2 -
led common (312• x 0,1621 3-
r. 0,131'Nla 3-
3'14 o ealepbe wits.
a- Ied (3 1!7 x 0.1351 a124" o c. 3"
x 0.131' NII at W-. 3"
14 a ate lea sl T d. a, Opera
top pas.. IN(3,12•x RIT-I'al16'o.c. 3'
x 0, 131' mall a1 We c. 3"
14 gal alapem et B' DJv4e
leppel6a B- led coomon(31IY x 0.1e21 12-
T a 0.131" NII. 12-
3' 14 a Bat. oba Blocking
ted-miesi. or cash who plate 3-8d cwnmcn(21?x 0,1311 3-
Tx O.131" Nil. 3-
3'Id ens 'n t
Run joist to lop pale Bd(2117a 0.1311Y To d, 1.
0.131 ..is at B'a.c. 3.
14 a"' e. sl 0'2.1. I.
T.PpWas, bp. nN McNeclime 1 0, 131'noil. 3-
7 14 gapeta e. L
Cwtlnunue -" two ands. lets common CJ - x 0.1621 i.
Celkp joists to pay 3 -Bd common (21/xx 0.131') 5 -
3' x C,131' naua 3-
r 14 )x0e slaps i.
Cominuwh Nods, to MW 4-8tl wnmon (212'x 0.1311 r.
C.ilnp lolat. lapswe,plift- 3-I6d common j312"x 0.135-)minimten, SKTabI'
Mc,8,10.4.1) 4. Ta 0.131 NI1e 3.
CelGnp ltdNa to parelkl later. ~ _ _ 4_
7' 14 i sla ma _ J- '
Btl wm man(91/Tx 0.135')min urn m, Sec
TBbia]308.10.41) 4-3'x 0,131 NUs 4 _ ]'
1 a gape atmed D.
Fall., 1. pate 3-ea urn-,(2 I2'a 0, 1311 3 -
3" x 0.131' nails 3-
T 1 d gag. also.. 3.
v pawned brace to each alum am pale 2-d em.mon (2 IrX a DA31) 2-3'e031Qua
3-3'w,
miv e?x0.131' 12.. 3-MW1'
bxeat'N.
NmoecEeanmg d cammom a -x 0. 131) 3. But•up corer a-
t-nnern(3 IrZx0.1621 1a 1 Na. Ta 0,
131 Tid Wpas4. Bdl pglkersrm
Hume 20dwmman(
4'a 0; 192') at 3x a.c. T x 0.131' Nita .
12G o.a, T 14 De ge sag0e
as 24' o.c. 2.20 common (a- a
CAST) 3 -T x 0.171•
hell. 3-T14 eta Os 5,
7 ank. IOd common
31ISx O.t ax7 B. Cplu tie b nAar.
3 - f Otl common (T a 0.14ej 4-J'x0A31 he 1.
4-3' 14 ded. Weal
I. Jack nrtw ld Np
3-1Oil-.on(3'x 0. a W) 4-3' z O.I
31 Nlla a- 3' 14 page staples
2-led common p ItT.
0.1821 3-w x 0.131•
name 3 - Y 14 Yale. B.
Reef rate, to 2.
y loge loam 2 - IBd enmmdn (J 1IT v D.111Tg J-3'x 0.131'
nrl J _ T 14 gage arepin
2 -16. common (3IZ a
0.162-) 3 - T . 0131' nails h
laoeNai. PSI APPR4_i
eCa 1°'
Sb8-25 bce Nil 7 ygu nliwt CODEREVIEW Prvma:
lanai seMce Rttluao
f 1
9. cal -In. Fars
is a2A49 I -
aura. etaerw,I M+wpt.
e,[ur
r1 nr: aarsa 1. Loueon 30Ladgdr
alllp 3 - I6d
common
IS
I/T x 0,1621 4-TxO1Jl na lg 4-T 14baa
ills 69 Face mall
at el joint a4 JI
Wood siruclunl Plus all pan
ileboalx(
b) Bunted, mdf.N.11.heuhhg 0. Aamlmg)
Single door(comNNtidn sublaorvuNedaymeM to Mm)nG)
r 1/7 eN etl{
I,qJ
23'0'x0.1lrmi 13l4'16 gege(
0) lwl3Y to W,
Sold) or Bd{.l
2 Wr x O.I lr ralkp)
T 16 gaga{P} 71W to i"
Sol I Ile'td
11W iwjq wad{d)
34' ,) 7/6' hoto " t' SRedlcJ l
bal1. 1111 tpddd, Bal a.c.
Edges aN intamnmalm, W o.c. at
eompondnl and cladding edge ettlp M Una 3 Inum
to FIVd, W.&I ASCE 71 ad each
eN mall rail I sN sec. Nn
CODE INFORVI! ul
Is. halleastwad panel CODE
VEaSaN ACTURER
t/Ax auxdfN.
rat. BULOA46 1VPE
dac K;t wc- v-B CONSiRUCfaN
TYPE FIRE
PMTECPON tpa lull 32.
Pommel gildingheuning)(
q) 1/r
Raba.
Bd(q SIT Bd @RE SUFF-smoN ImnsmeI NaK MCIsrdaAcf 33.
Flbalboue sheallamgfg,
q) Wr wrasa Noll gage
mall
mai w common Nil(Z'x 0, 11T) No. l6gageed.
00) 2932' No. I I gag...ing
NIIN ad damn-
nail (2 112. 0.131') N. 19
eta le t N10'/iABIE "ellw "c"
1E3 I rem Nd BLOC
W..D SPEW V+-laomrn UfPOSURE
c
ENCLOSURE
LDIIm INTERNAL PRESSME CKMOEW I- C.
I. IpOpF
III 34,
hb.-paMNng ll4' 40g) OrAp LOAD
1-
law
Lna t.a0 mar ER'mm row, lad
N 1Co... or max N Is ere pennlited ea
N wad ea<eq whore olNrvAau staled. b. Nags spaced M 0 inches on cellar e/
edges, 12 inches ai WermeOata aWpoM1a exceq 0lrohea et auppoM1. whero'p.na aro 48lnche w male, For nailing of wood sin a, ands mmed a,k paMO.2-
x dlapMma end Wu131": rebr to Seclian 2Y15. Nails br wall sheYhinp are pa,mitl.d 10 M common, bax or easing. e. Common or debrmed shank (fid • 2' a 0.113"', 04 - 2 I2' a 0.131": IOtl - T x 0,14P ). d. Commdn(ed•Yx0.1tT', ad. 21/2'x
0,131.1 ICd-r a 0.ta6"). e. Whir tl slmnk led - 7 x OA 13",
0d .2 V2' x 0.13t"', 10d.3" x. 0,14W), t C-ash.-roslataM ailing Bo - 17[W x
0.10e'; W • 2 VW. 0.12T) er caeing (So .2 x 00gg'; Btl - 2 12' x 0.11 r) NII, p. F.sewro TV 3 inches on celaer.t
axle,*edges and O Inches on centH at IMarmediste supports. when used as otulu'el sMalhlnp. Spacing shell W 6 Inert. oa cantor e. IN u6gea aN 12 h¢
N. m renter a Wammediota suppwt. W Nnsimchand aN thing. I, Cmuen4eiI moAng N11'-it' 71104t'd.meter head
all I iI24hch length fat 1/24Khsh BlNinp and l 3,44whls,%li W 21324mh sheathing 1. Cortd.ion-reaMtaN alep6a Rahn lwmmal]/131wnomwn orl-
INmcmum alli 1-mehlengthbr 12-inch malithingand 1112.INmbngthbr251324ncIt.Math P.N1 .tuporla el 18 incixa a01nct1as Retrenplll axis
k LN Iwq tlirachan of the pall, unb.e o1lxNiae ma,hed). Casing (I 1IT a 0.080, E '10nah (1
17 x 0,07Y) Nib spaced at61NN0 an pants ad2as, 121nchva al iMannadate auppota. k. P.N1 awns-e124 Inches. Casimgor I,!*[, Nllf
spaced at 6 InpIW on wall edges 12 morass, at IMermeNale supports. I. For taolahealMnp appllcations. Series, (2IZ,0,11T)ortthrminlmummqu]
radbrwoodsWct,,Ipane:s, m. Stapes still N. a minlmum crown Ralph Of7he
Inch, n. Far roof :"it appletam e. settlements 'Mud at4lmeNaweeenle[.1 edgae, B INhea at Ireetmedlatd suppose. d.Faslerero spied at 4lncnms on N. at edges,
8 lnches at lMwmedlare sail br swelw ark ,all shealhry.N 3 lndre renter at edges, 6lncNa at iMerme. rides re, for top vNunt,r. p- FesONro
random At 4lNhea en Ranier at adpof, filmwai of inw,medlAta auppada. q. Co. Faawle, Marl Scheaule, r. Fasteners must he
lNianed Wirt wen spacing Ntwaen
them .,was elemental number. fLOOR .FAO LOAD revs, iLOM LNt Lob ItePc Ta•
RATING ALIB. Ft00R a00F
WA Iasi Juice Nll
sold. R MOWLES PER SWWl"Enos
MPRRICINE DN USACE
No
HWE. NE SNEE USAGErpScIUME2SC56UMf i'OO7ACE
71aw.rt. a IE59
REVISIONSREV DESCRIPTONGATE E3Y v7 nail NII Drum
M1T6
Oates 7/12/17
o .
c.
Aq
edge nyt
diet --
NSA Alternate FasteninaScheduleLB-S-L) -
had
I
8ubtadr.
rogf.ntl waY BNatnmg (10 kamYtp
I
m eepa, ry e, 1 Strap & Simpson Strona•Drlve® SD Screw Schedule Strap S
Fastener Schedule {a} boil and Raft., 142,67 H2A board] H3 M4
Md. nail
16
24-o.c.
1B
dr.. tdo.d.
ITS,:
LTS-R LTS-1l boanailattop andCohan aI.Wered on
eaMthe ad.s sate hell at ends and It
each splice LTS-
r MTS-I MTS-1 M 15.1
MT9-2parlDtaseach
bedmirIa Porch AAMAM
sate NI
P toenail Ibrehail
W allbFlooraL61:
A3,
LSIA-
PartplOt
Tie-0wwna 20Ge, 1•I/4 a'vJO'
P u ly N n lummum
b. Hoatleraow[6'sntoanilfanailRanerlb)
4S09x1.5' 4.81Mt LT
Parch
I AM
See
I 440dx1.5" 410dx 1.6' 1 4SOWr1,T "$ I.5- 33 750 a-1W410dtallbkaNrFlowFaYeh.r I ParoR13eT. Ilft
Wall MY...I Floor Fa Yea W.11 to Flour c LSTA-18 1.110
74A 7-10d 7-50gc1.5' 7•SDW 1.5" Isll bYelwrFloorFaYaNrP.mNeeY. U Via
Stud bars,, Nader Fastr'. 760gx1,5" - Hsadar(d) TP-35 fLR S-310.
131' Sax
0.131
HP40./1,8061 4, 725 5-3k 0.1S1•
S-J'a 0.131 P.MC,asa Uplift Wall batener Flool Fa don
Tledlvwnf i0(9a.i-I Il Wkde 4725 7.
1Oba1,5' Anchor 4,310 a, Alt.trade can bal.ulad
ih en equ
nt Ix. . rNe ng same a Il ., b. Rater lies to OW well to N at
awry commotion for 2r o.d. S can be awry oIW I& o.C. but h tsgWretl am wrnan ark
at- adjacent b owears. e. Only Nailed an elumleum 8 u, [saes,, wads.
P s IAIyEaNw VNµtt aI 1NF PI,1k RY
AK Na a. lIIO etaryrydwc r " 1K .- wK[.rAnw p0i{[rya'
4Pt Kpt l[fa[M l0 4
K 11.P,
l%all AS 1. ALL LWIKA
TER ml(swuEndNRMLL E3 undo Ix°"raatwaLeLm a"- ni''mdw o°0,wo"
ew.l.°0p1 Lmadi°t nIEwalla atcaaamddeIY oAwa l i
shwa atlme AK Im uo
wpm
roe rIu4W IpmAra)N Mw Anow, uup .a's ry tl.J Iq•Taer M MBsnw f p
p/Nc r
tu4oreM0 v Mioii[ anti KCdR6ai [l ataeel ai 1.aMr p r'
orI I9[A K Imp wNiACmN MTM Wt- uMrAML1 ate stic Morrmn'SL°w Kwn .r nil mw r4 ramowMaxdwtAErMaaKSrFoawIlttu1u=a I t( H.
L J M1aw4 e, Rat OWaM[Y Am .15LN[R
m .
a5U1i eKM radEU.t Arvllpwa AK Nw -.a Ile MNOtz . lit O///off V) d, .•• OCENSE ONTlL Q s••
STATE OF •
44/ LORiLLJ
WMIE1theM
T.
SewallP.
E. J- Rol licence
6460a
n
a she.t: FBPR-7
OF 8
ELECTRICAL SYMBOL KEY
QRECEPTACLE
240VC240RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
R SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
I FLUORESCENT
L J LIGHT FIXTURE
aJUNCTION BOX
1, ALL WIRE TO BE If 12 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. FLUORESCENT & 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
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
0" MAXIMUM BUILDING
psiyu.n w fr.x„rwrm
CODE REVIEW
v,ofe::v,rnal sarvlc" inJ+,
f ]Ie ])rJ eeaaf
wumo, r-m,m, areas
ii re:e:)ro
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
7/12/17
N/A
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77
Ijr 5STATEOF140Ca
tt iOtiLORIONU
S/O N A 1. f—'
MattheW T. BeWWIn P.E. Florido
L'cense 64608 W
w
Sheet. FBPR-8 OF 8
TABLE 2A - 165D/170C
30" AUGER ANCHOR SPACING
TABLE 2B - 140C
30' AUGER ANCHOR SPACING
n[-DOWN 9W1RAP BOLTED FNRB
iLWR JD'Sf M 1/2' CODE ! BOLT MINI uM WrrN WAwm
1,000 Le.) C CRCWEOOEAHCHdi044
rE_DoWN STRAP
SEE NOTES)
RE -DOWN STRAP BOLlEO To T.PE
3 ANCHON WRN 1/2' CRAPE eAN"/
Y.]' BOLT MIwMBM wtW wASNERs
I/2%l' (14W 18.) CmICREIE
wcocE ANCHORwDNu-owRNELCc-EHAN ,)
1) 4.4 SYP /2 ON e' WItt M LESS.
21 2.e OR (I) I.B P.T. SYP 12 BttDS
ALL ELRE(CAN BE 9R ON cawNo).
TMU- U
TYPE I TYPE 2A
30' ORNE JO• AUGER
FOR ROCK/CqW. FDR IvGUY
D6- TYPE 3 TYPE 2B
ANCHO" MICHOR
wN EXPANSION FOR HOGUY
TYPICAL A C R S
SHED WIDTH MAXMUM ANCHORSPACING
UP TO 16'-D" 10'-D"
16'-1" TO 20'-0 8'-0"
r' To za'-o 6•-D"
TABLE 2C - 120C
30" AUGER ANCHOR SPACING
SHED WIDTH MAXIMUM ANCHORSPACING
UP TO 1 6'-0" 10'-0'
16'-1" 70 24'-0" 8'-0"
TABLE 1 A - 120C
ANCHORING T CONCRETE
SHED WIDTH MAXIMUM ANCHORSPACINGNc
wmNC 1' WNCIAE
F>OSDNO 4' CONCRETE
SHED WIDTH MAXIMUM ANCHORSPACING 24'-0" 6r-0•
UP TO 2a'-0" 1o'-D" 20'-0" 7-0"
16'-0" 71-6"
14'-0" 8'--0"
Ti/Y'J' (4,m0 LB.) CONCRO[
WEpOE ANCHOR WRN Y WASH[R
FaAOI
N4 SOLE PATE (NAURNIY
WPABL[ WOOD OR P,f.)
e . =
a"
IXISTWO 1' CONCRETE
NE-DOAN STRAP BOLTED tNN
BOOR JpSI WµIIN 1/2' (MALES
BOLT MWIMu4 YTIN WAVERS
IN VT @BOLT OR LAC BOLT)
TIE -DOWN TRAP 2 TO TEEJANaaR:W1uM A CRAOE ! BOLL LIINWUM WDH wASHERB
I /2'NY 14ANCHOR LA) CO 'SCWEDGEN1CHWWm1u-(TY r LYPEJ) :
1.{ !YP 1Y 011 e' WIDE M L[53. 2) 4.e DR (1) ON P.T. WERE S 3".
ALL ElSE(CM' BE BR ON DROIRID)T r. DOWN STRAP SECUREDWIDE (e) TOD.1.S' SECURED
B•. 7a• EARTH ANCHOR:
OALDERSTYLEOP RO0yCOPAL
S(1) 4.4 TYP /2 ON 8' WN[ OR IESA2) 2.e DR (11 ON P.I, DE R TROS
ALL CLSE(CAN BE 50 DN CROONS).
12'-0"
10'-O"
6'-0"
TABLE 1 B - 140C
ANCHORING TO C TE6EIXImNc {• cmERnE mnaNAl suPPOlr PAD (P.T. 2.0' CONCRETE BLOCK OR PAD) SPACED
AT e'-O' WX.
SHED WIDTH MAXIM" ASPACING
24'-Orr 4'-0"
20'-0" 5'-0"
16'-0" V-6"
Y'.s'lA) cONCRRE
MDQ AIGIOR WIM Y' WASHER
2.4 SOE PUTF (NANRALLY
DURABIE WOOD OR P.T.)
4"
TIE -DOWN muP OR 3/1e•
WtYAN12N 5NlEL EAGLE
SEE LIME)
1 4.4 SYP /2 ON e' W1o[ OR LESS.
2ALL2.e OR (1) 1.6 P.T. eY'P /2 TKNAEISEIDARBESETONGROUND).
TIE-ODWN STRAP BOLTED THRu
BOOR IDS( MWrtTN ,/2' CRADE ! BOLT MINI WIN WABHIDRS
NUf W BOLT M 21'l/.G BOLT)
S/e• . b' EARTH ANCHOR
wRN EYE HOLD AUGER STlE
M /2 ON e' WDE OR LE55.
2) 2US (O N1) I.W P.i. TYP /2 BRED! ALL FISE(CAN BE SR ON CRWNO). 14'-G" 6'-0"
12'-0" 7-6"
OP 0 OPfgNAI RDNFORCEO
CD CRRE OUNOA XW
I/2•.3' (1.000 LS) CON RcT:
W[OGE AN Wm 2'WA9 EP
FOR SOE/CIAY, DRIVE 51riE
FOR RJCK/CDUL B'-D" 12'-0"
6,-D•, 12•-0" 1
1
DOmNO {• CDND¢FE DR CK,T L
SUPPORT PAD (PT. WOW, CONCRETE
M.1 OR PAD) ... AT B-D' MILL.
EX51W0 4' CONCRETE
TABLE 1 C- 6 D 75C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHORSPACING
24 -0' 3 -62' WOE 11 CAGE MEL Y'
BRACKET HE -DON ETPAP
BOLTED TNTB RODR J0151
WmA I/r CRApE a BOLT
4WIMW WIN WASHERS
HUT ! Bolr OR ij'UG BD.i)
t) {.{ SE /2 011 e' WIDE DI IESA
U) 2.e OR 111 4.5 P.r. SYP I2 Sg05
ALL ELSE(GW BE SR ON CRWNO).
TIE -DOWN STRAP GWOyLTHFED TO
GROANS ANCNDI AI I/Z' GRACE a BDc T" UM ANDWAwERB, AI50 CONIWUODS AND
ATTACHED TD G2TUIID ANCigR
ON Cp,O IE SIDE
1)j {.{ SYP EY ON e' WWE OR IESS.
2) 2.B DA (t) 4.6 P.T. SYP /2 SKIES
ALL EISE(CNl Bf TET ON OPWNO}
RE -DOWN STRAP
SEE NOi[5)
TIE -DOWN STRIP BOLTED 10
NO AIICNdA vnN 1/Y' GRIDC
a BOLT MINMW WTH WASHERS
1)) {.{ SE /2 011 e' WIOE m LCBA
2) 2.0 OR (I) 1.0 P.1. SYP 12 SKIDS
ALL CLSE(GW BE SET 0I GROUND). ZD•-G,r a•-O"
14'-0" 2'.J' (I,DOp LB.) CONCNC E
WCDCE ANCHOR WIN Y' WASHER
E.ISTWO
5/e' ..)0' DW ANCHOR
AUGER SM[ tOR SOL/GUY, DRIVE S,RLE FORM/CORAL.
5/8' . JO• EARN ANCIAgR:
AUGER STYLE FOR SOL/CUY,
DRIVE STILE FOR ROCK/C)RAL
L
ii•I
OPTIONAL SUPPORT PAD (P.T. WOOD,
CONCRETE BLOCK OR PAD) SRK
AT e'-D• wX.
12'-0rr 7-0"
4' CONCRETE IXImNO 4• CONCRETE OR SUPPORT
PAD (P,T. WOOD. CONCRETE BLOC( OR
PAD) SPACED AT W-0' MAX.
1 O'-O" Er
Br-0" 10'-0"
TIE -DOWN DETAILS 6'-0" 12'-0"
I ..j 0.035• GALVANIZED STEEL. FEDERAL SPECIFICATIONS DOS-76t-H, TYPE -I, FINISH-B, GRADE-1. TIE -DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB. MINIMUM ULTIMATE CAPACITY (3.150 LB.. 1,5),
A Al II IM M 4,300 I.S. CAPACITY.
MINER MAXIMUM 16' FROM END 14 MINIMUM PER BUILDING). AND SPACED AS PER TABLE 2AB.0 DEPENDING ON SHED WIDTH, WAND SPEED. AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS.
2
bjjW ANCHORS AND CONCRETE ANCHORS MAY BE USED IN CONJUNCTION PROVIDED THAT THE SAME MAXIMUM SPACING IS FOLLOWED FOR EACH ANCHOR TYPE
0. CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS (OLIVER TECHNOLCIES, INC. MODEL/OnCBI, OTICEL2 OR EOVNALENT)
1. HOLLOW OR SOLID CONCRETE BLOCKS (8•.S•.16') MAY BE STACKED ON PADS FOR HIGH_ SETS UP TO 48• WITHOUT REINFORCING.
rA FACTOR I.fD
DEAD LOAD IOPV
LVE LOAD RW V OR JOi FO
CEAO LOAD ItIPf1
LIVE LOAD JaPJF
HIND OF WALLA FLOOR. ROOF WA
FS PER BIRLB.No
JNE M tnE USAGE '-
YE SHELTER USAGE ND
E FOOTAGE )IOU LARD. OR IR!
REVISIONS
DESCRIPTON OAT
AIXm me !s FARTx ARDA2R. ADOLO vA Rar ovr. 10/,a
Atom t' BRAC.[T eL1UP. An W NOrO Y/,0/
AOmO ]/IR' WVANOm CABL[ f/le/
IDem NOR 11 D11 T+AWq Rdt.3 N/JD/
O,T IBC 1Y/JW
Z
g
T......
LICENSE
0-
O
U
7
13? STATE !
0'' 1. FQ 0 R 10
Z 41Pe FS •.........
A ICIO/ 11
Lil MatIMW T. BDIOWin P.E.
Florida Uca... #64608F-
t SHT:et. AP-1 OF 1
Plat of Boundary
Legal Description:
s`
Lot 6, REPLAT OF BLOCK 10 H13h!AND PARK,
occol ding to the plot thereof o:I I ;.corded in
Plot Book 8, Page 70, of the r:'ut 'ic Records i
of Saminole County, Florida.
C-1 (P.)
R=603.80'
A-0609'39,
L-86.00'
CHORD-35.93'
BEARING-N 74'49'03' E
C-1 (C. & M.)
R-601LOW
A=081C'33'
L-88.97'
CHORE-88.89'
BEARING=N 7449'03' E
C-3 (P.)
R=624.60'
A=08'00'29"
L-87.30'
CHORD-87.23'
BEARING-S 1 T55'04- W
FOUL02
2
C-2 (P.) /
R-23.30'
A=123'29':. i'
L-50.22'
CHORD-41.i 5'
BEARING-S 4747'31" I
C-2 (C. & M.)
4s 9,0) *----
LOtAR
50 #3762, P.R.C.
m C-3
LLC. CURB
I.R. LOT 6
1 /2- I.R.
6300
R=23.30'
A-123'13'::4'
L-50.11'
CHORD=,A ..: 0'
BEARING-S 47*47'31 - E
C-3 (C. & M.)
R=624.60'
A -OS' 1 ': '4.'.'
L-89.34'
CHORD=89.: t7'
BEARING-S 1 T55'04' W
LA
c
l
N
6r0S
St R.
LSO{T
V Y b
C-4 (P. & M.)
2 9
rr•9 p0in v
1.9 N
43 28, R4p.
51or 1 0
tti 0
24. .;,0,
0
N77
719.69
g9, A
A!,
FOUND s
1/2" I.R.
6300 I
R-624.60' CALC. POINT
A=11*23'25' P.C., LOT 8
L-124.17'
CHORD-123.97'
BEARING-S 2742'41 ' W
LEGEND:
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law EUS'RNO ILEIMI M C 09CIA OW
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PORMC OFfi)011N^i.4i MU04710AM OR OTHM a0*Vlt79= am
AVT L0017Ea 4) (ALL TO
ARE 10 TW FACE OF 7W XU ,10 Apr 70 BE
LLSEO 10 RE001LS WJCr DO:MNRI' LAAES 1 *" YASaE EEM2144CA114
S LW47M AV "NlWU AV
FOUAV ON PROP10"Y COVIA RS LL MS O7Pi WKW SWW MWW,XhVW LAi2J
MEWaIRNIS£ 51101gL WENAIIAM 9 E2B#
f7t-
F1 VOW ARE 8LS1 D L.FCMI AEC Y.A IIrVLESS OPM NNW NWM Pf To Lee
TW 'OV0W MW
PLIRIIS A i&IV G altt W P7frTAYE 1 N0 lIPR01E]
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THIN SHOW 1J) ALL 1i#
D MkiE3 LW C A AN ARE S AM i 70 7H£ OOW OffANCE 1 7At8 SLAIi[
Y 6 P>r:Pa n R MWEKXL6IA£ LASE AAD 8097af OF 7W Ii1R1JES1;tLD1ID MfJRIM
UVWLI/Y 70 1PMRL7 PAR'= MY MOT BE YRVXVElRW aR ASSOMM
11 AM= no
DR M: AMY Apr W 70 SOME DW 110 QELMAIC M4NSftF Ie Im stawY
om MOT RULLLT OR DErattCMEIR OIERS W 1F&M
CMMU AA0 S APDMCONOW Aft WPM= AAOA 49WIS 18) SMW l0 ANr
001CAM4 LLf#7AI10ML': REWN A MS RESf7MM14M AAO/ OR StWM75 OF RWM
MO EM"YPON OF 7r71E U40E BY SURtiEY 19) JR. AAV IS
WLD AV ACOOI WCE OM F.S 427.MZ FOR A P>r7rW OF ID MYS F W
PC 047E OF LiRTiXi47Y;7At na'RAPIEY LS NpT
AN N Li./AC511 LAAD 1.1 LE SLA7YEY 20) W um la
NEAE L00 I LM Ptl1D L81LfSS OIHERMISE SHOW ON DMW MG LLJ W O^ 01
N &
D
IN
ASPHALT
P.C.
C. O
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Oho O
U SURVEY
NOTES:
Community
Number
12117 Panel:
0070 Suffix. F F.LR.
M. Dote: 0912812007 Flood Zone: X Dote of Survey: 0911112007
Certified to: Mike C.
Leonard Homecomings
Financial, LLC f/
k/o Homecomings Finoncial Network, Inc., its
successors and/or assigns as their interest
may appear Midtown Title, LLC Minnesota
Lending Co., LLC;
Central Florida Lending Property Address: 403 Colonial
Way Sanford,
Florida 32771 Survey
Number. 07-477
NOTE. - IN COWV4NCE *VH
FLORVA
STATUES 61017-&0031 (5) (E), IF LOCAnON OF EASEMENTS
OR R/CNf-OF-WAY OF RECORD, 07MM TNW THOSE ON RECORD
PLAT, LS RELxJIRL•D, TFAS /NFOR#M11ON MUST BE FURNISHED 7O
THE SURWYOR AND MAPPER SURVEYORS CERTIFICATION: I AVtWY
CF7U" 1164T
AND GONaEff ROIRESOMW N OF Al -
AMP AMY D SIAPVEI'gR tr ,
Na 37LL? JIM SLOWY a Nor
MILD 111 MOT RASED SM OF A
PLOR04 LPCETMW SOVAD a? AND YW M PHOTOCOPYING FOR6100EN. COPYRVHTW AMPOK4L.
CENTRAL FLORIDA SURVEYING AND
MAPPING DIVISION
LB #7543
SM EYRIE
DRW SUM
6c ONEDO, R .
ORrw 32765
407) 366-2551 For (
407) 566-230
7W Mr. 1-M-
50--1527