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HomeMy WebLinkAboutProduct Approval B v 9r = I11e1e�•[ ag Pal 11 111 i 85 XMN gill I E11111 I! Ill 5�^ ���HH169 a9HpJQi$H�k�B � 09�H ' ..sescs � YB _Nn♦ y5�� 9_ d� e > ei kH :a B _°g °ging EL �� X59 L IL„ •a I • �°mn6 a n a Bs �•�: ae �EB� o� qe 9 . 7e ilea H Ig go s p nilly oil: ! 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Your Third Party Agency is a contractor for the Department and has statutory authority and respanslbiiities ', 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 Thlyd,Party Agency for plans review. Please ensure that your plans are In compliance and are properly " 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 vlsits at least once each year. IP You must grant complete access to your manufacturing facility and records to remain in 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(wwtri.ilorldabuildina.or )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 wwvu.fioridabuilding.ara to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, I Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries i� I �i r ► Infocction la oBuild On €algfneerfng a comuffing a'"frog August 4, 2015 i, Mr. Jim Richmond Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee, Florida 32399-0772 RE: Smithbilt industries, Inc. Plan Approval SB Single V41ide Eave Dear Mr. Richmond, fr Pursuant to the requirements of the Flodda Department of Business and Professional Regulations, the above referenced documents have been reviewed forli,compliance with: 2014 FBC, 5th Edition 20'11 NEC 2014 Florida Fire Prevention Code These plans comply with Florida Product Approval Rule fit G20-3.006, (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office Of PSL 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. Respectfully submitted, William E. Neary, lit Department Manager Modular Facilities Division Copy: Melissa Smith, missysmith9040 rnail.com Professional Service Industries,Inc.•1748 331d street•Orlando,FL 32839•Phone 4071304-5560.Fax 407/3045581 FL Engineering Business 3684 s ; 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' 1 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" 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"Ox4" LAG, BOLT SKID TYP. W/�" x 2"0 WASHER SIDE ANCH.� p DBL. WIDE t ONLY • HELIX END ANCH. ANCHOR SPACING PLAN EARTH ANCHOR 3'0 LAG BOLT 4" WELDED CHAIN REEFER TO BUIL ING ANCHOR °I - SCHED E FOR ANCHOR SPACI E_d I NEI 11-11 I- c e"O LAG BOLT w/LEAD INSERT I ORa'a"0 RAMSET RED HEAD CONCRETE SLB TRUBOLT WEDGE (CAT. NO. BY OTHERS WW-3826) OR EQUAL ; CONCRETE ANCHOR BOLT DETAIL 51-z SCALE NONE DATE LOCATION OF JOBi� ,� W.J.McCARTHY ENGINEERING,LLC PORTABLE BUILDING ANCHORS DRAWN BY WDM111/11/131ANYWHERE, FL !Ver STRUCTURAL CONSULTANTS LAKEUWD,FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS CHECKED BY WJM 111111113 1 4305 ORANGEWOOD ORCLE-LAKELAND,FL 33613 �� PHONE(663)646-9390 SMITHBILT INDUSTRIES INC.CHECKED BY PROJECT NO. CERTIFICATE OF AUTHORIZATION No.37206 AUBURNDALE FLORIDA 1511 Willimn J M.Cadb PX-24553 DWG.NO A-1 REV g 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' 1 4 2 12 BUILDING ANCHOR DATA MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY NUMBER DIAMETER I DIAMETER DIAMETER IN NORMAL SOIL 36SHE34 30" 1 1/Z 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 (TYP.) HEADER BEAM w/8"0x4" LAGIBOLT SKID w/32 x 2"� WASHER SIDE ANCH.� O DBL. WIDE — — — — — — — — ONLY - - - - - - - - BAR •I I• HELIX END ANCH. ANCHOR SPACING PLAN EARTH ANCHOR 3'0 LAG BOLT 4" WELDED CHAIN 1 I - NOTE REFER TO BUILDING ANCHOR f ` ) SCHEDUL FOR NCHOR SPACIN ' ' I=1 11=1 I ►=I I i- � B LAG BOLT w/LEAD INSERT I—I I �- G OR 8"0 RAMSET RED HEAD CONCRETE 4111(46A4 TRUBOLT WEDGE (CAT. NO. BY OTHERS WW-3826) OR EQUAL CONCRETE ANCHOR BOLT DETAIL 3/-ZA SCALE NONE DATE I LOCATION OF JOB J.MCCARTHY ENGINEERING,LLC PORTABLE BUILDING ANCHORS DRAWN BY WDM 11/11/13 ANYWHERE, FL 9 STRUCTURAL CONSULTANTS LAKaAND,FLORMA SINGLE AND DOUBLE WIDE BUILDINGS CHECKED BY WJM 11/11/13 4305 ORANGEWOOD ORCLE—LAKELAND,FL 3=3 SMITHBILT INDUSTRIES INC. PHONE(863)646-9390 AUBURNDALE FLORIDA CHECKED BY PROJECT NO. CERIIFlCATE OF AUIHOMMION No.31206 'i' 1511 WA9mn J McCarlby P.E.24553 DWG,NO A-1 REV