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HomeMy WebLinkAboutMISC LETTER WITH PLANSintertek ,p, September 6, 2018 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Sheds Manufacturer: Hawkeye Buildings, LLC (MAF-11082) Agency Plan #: Hawkeye LIFT Barn-17 R3 Dear Mr. Campbell: Intertek-PSI 1748 33rd Street Orlando, FL32839 Tel +1407304SS60 Fax+1407 3134 5561 tntertek.com/building SCANNED BY St. Lucie County Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science Solutions, in 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, 61 Edition 2014 NEC These plans comply with Florida Product Approval Rule 61G20-3.006 (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. submitted, Peter Craig Department Mai Building Science iL _ 4zl Richard Olds, SMP-45 SMI-76 Plans Examiner Building Science Solutions CC: KennyJohnson—Premier Portable Buildings, Inc. kenny@premierbuildings.us I'] Intertek is a brand name representing the Intertek Group plc legal entities, induding but not limited to, Intertek Testing Services NA Inc, Professional Service Industries, Inc ("INTERTEK-PSI"), Architectural Testing Inc (`INTERTEK-ATI"), and MT Group Inc ("INTERTEK- MT") w Jntertek.00m/bullding PSI Approval 2018-05-05 ® P T IE D B A R N P ]L A N S S T A T E O F F L 0 R I D A ( 1 8 0 M P H) W I N D S mmamK¢.YNmo Mx.K®mE..wavw NiNu¢m�YueoYuvue m o w mvm m Y aK �Y u�K Y w aeru® a wmn Mrmmmuwmm aiaManKmaKa vxam L p�WM.®o Y�µt�Yegom l• YY®w�iu' 0¢IMYawl—n®.IDL Y MYwv awnveea M' N ID m• w Y Iry m®wm MmM awNYOY YN nameun MuwlmN w4�M¢IY�aB �¢Nwma6 WY¢NI WY aen i(Y43 W LLm9lYxawl¢Y01. 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Geive 1 Date: 2019.04.09 16:14:23-04'00' NE ANCHORING FOR SHEDS caw 9 A cENDMI NODS �,q}�q, eLmware�P�I�P�snuwm w1i14.91C ,QA1�'flN,6CU A[R ' PREMIER PORTABLE BUMINGS q SUIM NEIIM{ ,N .MiSE ' I YNY.FlIfHMO1NMNR!JS C-1 l .i_I If w p6 v¢ 1::3 r.::7i' �aN .Wwvwaw L1 Mmwuw�wxe vfmwn l m . a'WWmmmwss YfIIa NImMWiOvluwu I HEX CHOR EAIL m 1plrm WAY�m. f 0 I AI C Hi R Al r3,\ R FRAMING PLAN GROUND ANCHOR SCHEDULE MODEL ART 0 DESCRIPDON CLASS YIS6/B 59®J /WWI 1C.5(' RO ./ II) e' It]A M YITU/• ]/AN1 Bx'r%'eW r/11)e'Xm N YNll/• 591A ♦1'r i{'m r/M f Hm M YIN1/r SAWJ W x W NO ./011 Hm M w(m 5= ]e'. i5'mr/ III 4'Iflp 1(1) V NO M N/A 5m m11tlGA-u'xw (1) e. u N/A S9CI5 InbAm- N' N 3{'./(1) C 4LX Y YW! ]BNB eNA N'rl ll)THW IB x/A sW10 5rc unae eo'Ay'./Iq e'xm .e BROW PAD SCHEDULE FOR ALL WIND SPEEDS AND EXPOSURES NUMBER OF PADS BY LENGTH UNDER EACH 510D BUILDING WIDTH 10=0' 12=0' Id=O' 16600 IB=0' 20'-0' 22 DD' 24 0 26=0' 28'-D JD_-0' 32• 0 34'-0' 36_0' 36=0' d0_D' e'-V 3 ] a ] J • • X/A N/A WA IVA VA X/A X/A WA IP-0• ] ] 3 1 • ♦ • 5 5 5 fi IVA X/A X/A NAA WA 11'-S 1 ] 3 J ] ] ] ] 3 • • ♦ x/A WA WA Wh 1T4 3 R a ] ] 3 ] 3 • • A ♦ 1 • WA WA IC-C 1 ] ] 3 ] ] ] • 1 • ♦ • 5 5 5 5 ANCHOPoNG FOR 160 mph WIND SPEED EXPoSURE 'C' - 3(B' ANCHOR BOLT UILD G NUMBER OF ANCHORS EACH SIDE WALL )� NAa'. SPACMC OVERTURN tu'_O• 12'_D• I4,_0' ]6,_0' ILL 2O'-9• 22•_D• 24,_D' 26'-D• 28•_0' 70'_D• ,7?_-Q� 34,_O' 36,_O' 79'_D• ao'_o' B'-0• 3.15 5 5 e 1 B e e v 10 10 11 12 12 11 14 14 11 11 11 b 11 1] u•4 ]ne • s s e e 1 1 e e B o m IB 11 11 R IY4 •, ♦ • 5 5 a a 1 1 e e B v 10 10 n II N'-0' 110 • e s 9 0 e 1 ] e e e B 10 10 11 II 16-0' AIO ♦ 4 s s e a 1 1 e e 0 B 10 10 II It ANCHORING G FOR FFOR 160mph WIND SPEED, 'C. - 5/R���R BOLT*C. - 5/R���R BOLT NUMBER OF ANCHORS EACH SIDE WAIL WIDTH SPACNC OVERTURN 10•-0• 12• 0 16'-0' 16,_0' 16,_0' 20,_0' 22'_D• 2a'_0• 26,_0' 2B'_0' 7O_D' � j}=G'1 l36 0 3B'-0' 40_-p: I0b• AID • 3 s e e 1 1 e 0 e B B 11 10 11 iN 3 4 • • 5 5 5 a 6 fi 1 1 1 0 1 0 m ] • 5 5 s e 1 6 1 i 1 a e e 1!d fi01 ] 3 1 ♦ s 5 s d e e 1 1 1 0 e 1f-0' lO ] J 4 1 1 5 ANCHORNC FOR SHEDS FATERM �/.0 I➢ M AgElA417EWS1�w0am. 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