HomeMy WebLinkAboutEngineering PLANNING & DEVELOPMENT SERVICES DEPARTMENT
Building& Code Regulations Division
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652 E �_ F
(772)462-1553
FILLED LAND AFFIDAVIT OCT 2 7 ?0�
PEr.,.MlTfiiJG
St. Lucie County, FL
I,the undersigned, am the owner of the following described propert
(Parcel Id#/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number , I acknowledge
that as owner of the above described property, .and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code,I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
V �
Ppwedty Owner Name(P ase n
ka'�CAAnA IU bol� a
roperty Owner Signature Date '7
STATE OF FLORIDA,COUNTY OF
ACKNOWLEDGED BEFOT ME. II S DAY OF 20 r
BY� WHO IS PERSONALLY KNOWN TO ME(_)OR WHO HAS
PRODUCED AS IDENTIFICATION.
SIG ATURE OF OTARY PUBLIC TYPE OR PRINT NOTARY
I'115&S'7 COMMISSION NUMBER
KAREN S. NIELSEN
:(SE&Wrnission# FF 115637
's :' MY Commission Expires
June 12. 2018
SLCPDSD Revised 04/11/2011
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18 0 h1ceth�--roe Sere'•. %
Y 8usinesr '•{ u'�A
P1'C� �SSft nab Ta"Kaha SW FloridaFiorida 32353.0772
'' �SSU437 i8?�-Fax S1y$ta$
Ken Law-con,Secrety; Rick ScflM GoVemoi
July 31,2015
Melissa Smith �+
Smithbiit Industries,Inc. Qtd� 27 �
1061 kiighway 42 West PERiINTTING
Aubumdale,Fl-33823 _ St. Lucia COUnty, FL
RE:Manufacturer C tuticathm,ID MFT-20$:50ration Date.October 08,2016
Dear Melissa Smith
it is my pleasure to inform you that Smithbitt Industries,Inc.,located at 1061 Hwy 92 West,n/a,
Aubumdale,FL 33623,has been approved under the Manufactured Buildings Program,as L
Provided for under Chapter 553,Part I, Florida Siatutes,to manufacture Storage Sheds,
Manufactured Buildings for installation in Fiodda.
Consbim ion'or modiiicirtion 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 forthe Department and has statutory authority and responsibilities
that must be met to maintain approved status.You may expect and demand quality plans
review and inspections.
Each Code change rail.,make Voir alar obsolete until i;:ay hate ben revW:.ad.approved and
indicated[on the cover page of the plans]for compliance with the Code by your Third Party
Agency for plans review.Please ensure that your plans are in compliance and are properly
posted an our websft All site-related installation issues ate subject to the local authority
having jurisdiction.
The Department`s contractor will make unannounced monitoring visits at least once each year.
You must grant complete accew to your manufacturing facility and records to remain in
compliance with the nfies and regulations of this program.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS(emiv.tiaridabuflding.ora)for dine renewal.if you have questions
You may contact Robert Lorenzo at 850-717-1835 or our FAX at 850414-8436.
Please visit our website at vuyne.#toridabulidino.gW to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for ictal
budding permits.
Sincemly,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
j Infoymadon
: oBWd on
August 4, 2015
Mr.Jim Richmond
Florida Department of Business and Professional Regulation
M$.^.:. . wt ROM
.rpv Ch-nnram
1940 North Monroe Street
Suite 9M
Tallahassee, Florida 32390-0�2 -
RE: Smithl t Industries,Inc.
Plan Approval
SS Single Wide Eave t
Dear Mr.Richmond, l
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations,the above referenced documents have been reviewed for compliance with:
2014 FBC, Sth Edition
2011 NEC
2014 Florida Fire Prevention Code
These plans comply with Florida Product Approval Rule 61620-3.006:(FAC)
A signed and seated set of plans are maintained on file in the Third Party Agency office
Of PSI.
All mandatory comments have been saabsk d and plans are approved for construction by a
modular building manufa mer-that is currently approved by the Department of Buslness
and Professional Regulations.
If you hawne any questions or reqs rn-y assistance fn any=y, please do not hasitate to
Contact me.
Respectfully submitted,
William E. Neary, Iff
Department Manager
Modular Facilities Derision
Copy: Melissa Smith, rn1ss=lth904@gmai1.corn
Pro>essorml Service fW .&M•1748 3r Sf d o Cklm0.FL 32839 c Rwm407 .Fir 4071304-5564
FL 3884
SMITHBILT INDUSTRIES, INC.
PORTABLE BUILDING ANCHORS
BUILDING ANCHOR SCHEDULE
BUILDING SIZE NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH.
EA. END OF BLDG. EA. SIDE OF BLDG. PER BLDG.
6', 8', 10', 12' & 14' WIDE TO 24' LONG 2 NA 4
48' 2 1 6
50' 2 2 8
20', 22' & 24' WIDE TO 24' LONG 4 NA 8
48' 4 1 10
50' 4 2 12
BUILDING ANCHOR DATA
MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY
NUMBER DIAMETER DIAMETER DIAMETER IN NORMAL SOIL
36SHE34 30" 1/2" 1 1 1/2" 4" 2500 lbs.
NOTE:
THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA
2014 BUILDING CODE,. 5TH EDITION AND THE AMERICAN SOCIETY
OF CIVIL ENGINEERS STANDARD CODE ASCE/SEI 7-10.
WIND LOAD: 190 MPH
BOLT THRU ANCH. & 2x6 SKID OR
HEADER BEAM w/j"0x4" LAG BOLT
SKID (TYP.) w/:&" x 2"0 WASHER
SIDE ANCH.
DBL. WIDE -- - - - - ' - -
ONLY
—BAR
- - - - - - - - — HELIX
END ANCH.
ANCHOR SPACING PLAN EARTH ANCHOR
g'0 LAG BOLT
" WELDED CHAIN
NOTE:
° ' ° '•. °' _ REFER TO BUILDI G ANCHOR
SCHEDUL FOR fNCHOR SPACI
J"0 LAG BOLT w/LEAD INSERT 1 I—I I L- ,
#76:
OR 38"0 RAMSET RED HEAD CONCRETE SLAB
TRUBOLT WEDGE (CAT. NO. BY OTHERS
WW-3826) OR EQUAL CONCRETE ANCHOR BOLT DETAIL '/i1iA
SCALE NONEDATE LOCATION OF JOB A A W.J.McCARTHY ENGINEERING,LLC PORTABLE BUILDING ANCHORS
DRAWN BY WDM 7 19 16 ANYWHERE FL �V� STRUCTURAL CONSULTANTS LAKELAND.FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS
CHECKED 8Y WJM 7 19 16 4305 ORANGEWOOD CIRCLE—LAKEIAND.FL 33813 SMITHBILT INDUSTRIES INC_
CHECKED BY PROJECT NO. PRONE(863)646-9390 AUBURNDALE FLORIDA
C5MRCATE OF AUTHOBZ01N.No.31208
1616 - w"!_J McCarthy P.E.24553 DWG. NO A-1 EV
SMITHBILT INDUSTRIES, INC.
PORTABLE BUILDING ANCHORS
BUILDING ANCHOR SCHEDULE
BUILDING SIZE NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH.
EA.. END OF BLDG. EA. SIDE OF BLDG. PER BLDG.
6', 8', 10', 12' & 14' WIDE TO 24' LONG 2 NA 4
48' 2 1 6
50' 2 2 8
20', 22' & 24' WIDE TO 24' LONG 4 NA 8
48' 4 1 10
50' 4 2 12
BUILDING ANCHOR DATA
MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY
NUMBER DIAMETER DIAMETER DIAMETER IN NORMAL SOIL
36SHE34 30" 1/2" 1 1/2"j--4---[-- 2500 lbs.
NOTE:
THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA
2014 BUILDING CODE, 5TH EDITION AND THE AMERICAN SOCIETY
OF CIVIL ENGINEERS STANDARD CODE ASCE/SEI 7-10.
WIND LOAD: 190 MPH
BOLT THRU ANCH. & 2x6 SKID OR
HEADER BEAM w/8"0x4" LAG BOLT
SKID (TYP.) w/33-2" x 2"0 WASHER
SIDE ANCH.� O
DBL. WIDE — — — — — — • _ _
ONLY
MBAR
HELIX
END ANCH. °
ANCHOR SPACING PLAN EARTH ANCHOR
e"O LAG BOLT
" WELDED CHAIN
NOTE
REFER TO BUILPING ANCHOR
_ SCHED E FOR ANCHORS A G
"0 LAG BOLT w/LEAD INSERT I I I' I I I I II I I I A—III— I'/ EmsF1 G
3" V
U,Iu�l,11'w►nr
OR B 0 RAMSET RED HEAD CONCRETE SLAB
TRUBOLT WEDGE (CAT. NO. BY OTHERS
WW-3826) OR EQUAL
CONCRETE ANCHOR BOLT DETAIL 7/1 f/l
SCALE NONE DATE LOCATION OF JOB A A W.J.McCARTHY ENGINEERING,LLC PORTABLE BUILDING ANCHORS
DRAWN BY WDM 7 19 16 ANYWHERE, FL V� STRUCTURAL CONSULTANTS LAKELAND.FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS
CHECKED BY WJM 7 19 16 43(15 ORANGEWOOD CIRCLE-LAD•FL 33813 SMITHBILT INDUSTRIES INC.
CHECKED BY PROJECT NO. PHONE(863)646-9390 AUBURNDALE FLORIDA
CERTIFICATE OF AVTHOWATION No.31208
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