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Ken Lawson,Sevetary Rick Scott Governor
October 14,2013
Melissa Smith
Smithbilt Industries,Inc. 0
1061 Highway 92 West
Auburndale,FL 33823
RE:Manufacturer Certification,ID MFT-208; Expiration Date:October 08,2016
Dear Melissa Smith
It is my pleasure to inform you that Smithbilt Industries,Inc.,located at 1061 Hwy 92 West,n/a,
Auburndale,FL 33823,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 review and
Inspections.
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 Agency
for plans review. Please ensure that your plans are in compliance and are property posted on our
website.All site-related Installation Issues are 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 access to your manufacturing facility and records to remain i'n compliance 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
Email generated by the BCIS(www.floridabuildina.om)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.fforidabuildina.org to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:National Design and Inspection,Inc.
SMITHBILT INDUSTRIES, INC.
PORTABLE BUILDING ANCHORS
BUILDING ANCHOR SCHEDULE
BUILDING SIZE NO. OF ANCH. O 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 1/2" 1 .1/2" 4" 2500 lbs.
NOTE:
THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA
2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL
ENGINEERS STANDARD CODE ASCE/SEI 7-10.
WIND LOAD: 190 MPH
BOLT THRU ANCH. & 2x6 SKID OR
SKID (TYP.) HEADER BEAM w/j"0x4" LAG BOLT
/A" x 2"0 WASHER
SIDE ANCH.� 0
DBL. WIDE —
ONLY
MBAR
HELIX
END ANCH.—/1
ANCHOR SPACING PLAN EARTH ANCHOR
3'0 LAG BOLT
" WELDED CHAIN
. NOTE:
REFER TO BUILDIN ANCHOR
SCHEDULE FORA CHOR SPACIN19
G
J"0 LAG BOLT w/LEAD INSERT
OR J"0 RAMSET RED HEAD CONCRETE SLAB
TRUBOLT WEDGE (CAT. NO. BY OTHERS
WW-3826) OR EQUAL
CONCRETE ANCHOR BOLT DETAIL
SCALE NONE DATE: LOCA11ON OF JOBA A McCARTHY ENGINEERING,INC. PORTABLE BUILDING ANCHORS
DRAWN BY WDM 11/11/13 ANYWHERE FL M STRUCTURAL CONSULTANTS LAKELAND,FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS
CHECKED BY WJM 11/11/13 4305 ORANGEWOOD CIRCLE-LAKELAND,FL 33813 SMITHBILT INDUSTRIES INC.
CHECKED BY PROJECT NO. PHONE(863)645-9390 AUBURNDALE FLORIDA
CERTIFICATE OF AUTHORIZATION Na 6394
13039 Wiilicm J McGorthy P.E.24553 DWG. NO A-1 IlREV.1
SOMITHBILT INDUSTR-IES, INC.
PPF F ABLE BUILDING ANCHORS
BUILDING ANCHOR SCHEDULE
- NO. OF ANCH. NO- OF ANCH TOTAL ANCH.
BUILDING SIZE EA. END OF BLDG- EA. SIDE OF BLDG. PER. St nG.
8% 10" iv & 14! WIDE TO 9' LONG 2 NA
2 1 0
50' .2 2 8
20'. 22! & 24 WIDE TO 24LONG 4- NA a.
48' 4 110
1 50' 4- 1 -2 12 j
BUILDING ANCHOR DATA
MODEL LENGTH BAR I EYE, HELIX UPLIFT CAPACITY
NUMBER DIAMETER I
ER I DIAM, I R DIAMETER IN NORMAL SOIL.
9 q�,! I
36SHE341 30- 1 1/2- 1 1 1/2 4" 2500 lbs.
THESE ANCHORS MEET THE WND REQUIREMENTS OF THE FLORIDA
2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL
ENGINEERS STANDARD CODE ASCE/SEI ;-10.
`WINDLOAD. 190 MPH
BOLT THRU ANCH- & 2x6 SKID OR
HEADER BEAM wli-¢x4" LAG BOLT
SKID (TYP.) x 2"0 WASHER
SIDE ANCH. 0 0
DBL- 'LADE
ONLY
F
-"--BAR
-0— HELIX
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J'O LAG BOLT
vo-DED CHAIN
REFER TO BUILDING ANCHOR
SCHEDUL F2 ANCHOR SPACING
I—C- BOLT w/LEAD INSERT:
OR J'o RAMSE-1 RED HEAD \—CONCRETE SLA
TRUBOLT WEDGE (CAT. NO. BY OTHERS
v1•'.'.'!-,3826) OR EQUAL
CONCRETE ANCHOR BOLT DETAIL uAlo
sc NONE DAM LWA710114 ep iva IVIGGARTHY ENGINEERING,INC. PORTABLE BUILDING ANCHORS
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