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HomeMy WebLinkAboutSurvey Plot PlansPREMIER PORTABLE BUILDING S T A T E O F F L O R I D A ( 1 8 0 M P H) W I N D S oene.s MIND CHAR 06- 11 10% r SHEET NUMBER $I1TET M C-1 COVER SHEET, WDID LOADING DWGRANS & WARS TABLE A —I ANCHORING DETAILS & SCHEDULES A_q ANCHORING SPEC SHEETS PORTABLE BUILDINGSRQii (EE R CODECOMPLIANCE ST. LUCIE CON(TY BOCC � WIND LOAD MAIN WIND FORCE PRESSURE DIAGRAMS fQC«? O m Case Case B Donald Van p Gerue :1 Date: 2018.05.15 06:33:40-04'00' ANCHORING FOR SHEDS OmRN a w¢aa. x 18 uTmxartBEsmnsoumo�H PREMIER PORTABLE BUILDINGS II) WT SNT ME flYL S M ,M1ffi] MNAw�IA[iWSUi G1 I' `a0 W(KYW .ill 1111. �.. I ® III L• � Y FL00 FRAMING P N X ANCHOR DETAIL i31OPT.10M ANCHOR DETAIL 3 41 'N�f4 �m¢V s•K GROUND ANCHOR SCHEDUfE MODELPP U DESCRIPTION591E .Imp wI,iI l 1r. .,m/. wa/swY 4r.M xro •l f06'IDOt Y YI♦r]I♦ "In Y'.M1.9 .I (nr10IX Y .1. wLN %'.M�./(I)♦'yl01 eHf 6'10Y Y W mY aYpm-Y'xM./Ip rleSa u x/• wou Ix xea-Y'xM./Iprxm Y WA!mu to xlcln m'SMW19rlm Y 41 0e�-Nnt 41 o%I-VNx9 OPTIONAL PAD SCHEDULE FOR ALL WIND SPEEDS AND EllPOSUR6 8=143 WIDTH NUMBER OF PADS BY IFIM UNDER EACH 90 - .. 10_0: 12-0: 14 D A-L 18JL' 0-0- U-k 2i=o- AB_-0: 211= a-o; 32.,a: a=r a-o-- x--r A_D• . ra 3 3 ] 3 3 ♦ • ♦ VA WI WA *A W W -A OCALA FLORIDA SHOP DBA FLORA-BAMA UFO Ira 1 ] 3 4 4 4 4 3 1 s 1 x/A x/• W x/A W. { >a r 7002 RE 24TH SRiEET Ir-r 3 ! 3 3 3 ] 3 3 3 ♦ ♦ ♦ -A W N/AW-`-1—'— OCALA FL JM70 li4 x ] ] 3 3 3 3 3 ♦ ♦ 1 ♦ ♦ ♦ W W G770ACf. ANCHORING FOR SNFDS IYa 3 3 3 3 3 3 3 ♦ ♦ ♦ ♦ ♦ ♦ s s s Y Ird 3 3 ] 3 3 ] 3 ♦ ♦ ♦ ! ♦ 3 s 5 3 ANCHORING FOR ' ISO Ph END SPEED EXPOSURE V - J/B' ANCHOR BOLT rAn11�u / r7n lnmc NUMBER OF ANCHORS E CH SIDE WALL ♦ PAD DETAILS DON VAN GERVE P.E WILD Il4I. ,�+ 7n�a�970-943ieW� � SMAX. OVERTURN 12._0. 14,-0• 16 D IlLk D-L 22JL' 21!=C 26•_0• 2B,-0• 99':2 32.-D. 31._D. 76,-0• M:=0: ":=a: ra v! 3 ! e 1 7 a e ! to to a I7 11 IS 14 a ®AIiFA%AROFGIG%SODO10I6 14V ] > 6 e 1 e ! 0 10 10 II II 12 IS II 1♦ I! ..Y�'� II'-Y 1p ♦ 1 3 0 1 7 ! e 0 9 9 10 10 11 II IS Ira 4°I ♦ ♦ s s e e t 7 e e a o +a l0 11 11 PREMIER PORTABLE BINBMCS Sn usr SY7G NSW w1n Ka uo4 ♦ ! 3 e e 7 7 e e x v 10 ID n u SGylx IIpGx, 7x H}3] mAlYF19M1^SYS Ira ue ♦ ♦ s 3 e e 1 7 e e 3 1 10 10 n w IN ANCHORING FOR 1801eph WIND SPEED. EMOSiME r - Va' ANCHOR BOLT NUMBER OF ANCHORS ECH SIDE WALL BURD NIDItl MAX.. SPALMG ID,-0• U- : 14 0 19-0: 10-0: 20:C 2L-L X-0: 2L 20-L &-L M-L 24-0: 70-0: &-L 4D,_D• mt. ♦. 1G OVERTURN wnsa w: 1710 ra ael ♦ ♦ nrY os Ira ♦.L ♦ ♦ s 1 e a 7 7 e e e 1 x 10 m 11 m 19: W-1' Y♦ 3 ♦ ♦ 1 3 3 1 e e e 7 7 7 e e o •e `-1 IY-0' !se 3 ♦ ♦ 4 f 1 e e e e 7 7 e e e $ ♦�SDLd �• Ira s11 3 3 ♦ s ! 3 1 e 1 7 7 1 ro.n1 trd V3 3 3 4 4 1 5 1 s 1 1 6 7 ) 7 1 8 1 0 7 d 3 HP21 ;. a... HP22-(6 thru 15) ao.w•a.i.6o-a.. SINGLE SLOT wa BUCKLE"T FRAME CLAMP W/STRAP HP21-(6 thru 15) SINGLE BUCKLE W/STRAP b HP22 FRAME ay CLAMPIs R HPAB ANCHOR BOLT & NUT g,w ' HPSS STRAP SEAL INmm1lUiKK16191FUCT�CN6. ine• n,,_� en.e 9 ANCHORING FOR SHEDS PA f w SNRIS ®RIiFAXA1FRF51GR$RHRIRIYR �ma�mummip' ' M)fl.�l3.4RM1R£S fp019Y0 i02 PRELER PORTABLE BORDwGS ]IR m AAT INE m SOU1M Rl O . N =7 RnYPIEUWi1RVWSUS 1 intel `ek Intertek-PSI 1 � 1748 33b Street psi/ Orl ndo, FL 32839 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 Utility-17 R1 Dear Mr. Campbell: Tel +14073045560 Fax +1407 304 5561 Intertek.com/building ReQ&F0 PerM/ pe'?I of St t<t` 9 o c/e CO h ent 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. Respectfully submitted, Peter Craig Richard Olds, SMP-45 SMI-76 Department Manager Plans Examiner Building Science Solutions Building Science Solutions CC: Kenny Johnson —Premier Portable Buildings, Inc. kenny@premierbuildings.us Ill Intertek is a brand name representing the Intertek Group plc legal entitles, including but not limited to, Intertek Testing Services NA OT Inc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK-ATI"), and MT Group Inc. ("INTERTEK-MT") w .intertekxom/building RECEIVED DEC 31 1019 PSI Approval 2018-05-05 T I L 1 A A S g g E D P L R N S c St W de 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 • •® • vum vu.JOµmm mwo • GPi w.n. �.odw v®.�mwwvmrW rc®�u®°.� umom®w.wmm w N v ®3iLLYB.ImJwIVP.O®vm[ 6V iNL le�nmW.. o9/JPnL W LL wW ev.mr.�e� Ram �mLL�n n va®.rm vY •i V4��V mN•m.m.wa®• IDR�•. mmW®ms••vm�® J.m �w...mma® mNJvx�c wuo �• PORTABLE BUILDINGS Dnun rHA T w1. L Mv.v �v 6 11A1 ®IIM I40 4M TINT Rtl t4O 9II®mD1�v0 )W J9 n vaem Ja Y J n a.m am•.sJ- u n Rns m.w u .W4BL Y•0N11® � 11 M066JM/gVCIJIR WAv D�8LM4I R4® REELL6I SHEET NUMBER SHIELM C-1 COVER SHEET C-Y FASTEHING SCHEDULE / WIND LOADMG A-1 FRAMING PLANS & DETAILS MI DETAILS / SHEARWALL CHART A-3 TYPICAL DETAILS A-4 OPTIONAL PORCH DETALS REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Y PSI nmqua m vomm�u..nnivaY Mull' SHED mm v¢T a mAwa IWTf$ DON VAN GFRVE. PE 'P6INR 51MLIIWD AI@®f 9JB-9U-6BW ADDHATEDssmnsoumoxs fAR6�lEYAUSS /AMI09 RR PREMIER PORTABLE BUILDINGS JIJASTS U2RMD $IMIIX NLAW, M =7 .IUJfQYFi911LY.44W C-1 PSI Approval 2018-05-05 FAS]WNG S.,��..RF(2_°n4.9.1 W IFSA rce iPwnxLL Slaas - ffitltBGffiii FAUNK }49T148 J-mo maup 1. $Iro SLL¢mIDl J-raul-I l-SIT taJMfT t¢.vy 2 mNEm6r } - m tlbY @ilnlJl] i-MOr WS x-SNui Sow¢ ILirx WI CU DO � O C O r psi .jpM1• S SxE 0.Q[W I6IW9mJ4 Im (9r61n] • Ir de I561J1'Wl50rde 11{G(LVi Nd <. 91[NJEro lWxWBM?C• - iam•MS•Ir </<` BAIYW¢Vnr..ww�M1<r Sw N°m romn x-Im pMnlm] J-Your ins J-S 114R 91A6 wm - OO ��.. °+ / O• <-raln-••s J-rl. tasma wxx n me m we aWx J-rant N•s maa 0• J-r1<ta _ � $. uosi swa N praln7 • $f a/e rmnr Nu •r.A n¢m 0 C p .. CasaA © �i �• _ IN lerau] • rc yy< rmnr wes•u•d. Yu u¢sMla•vd< mWi w¢m OCUA FLORIDA SHOP DBA FLORA-BA4A V.FG 1 omaz w aua a -+m Nry prmlm7 a->'min•Nas wsx¢ Case B y� u-rntasiaJa 0082 NE 24TH STREET OCALA FL 34470 i - m m°a (aranl] a aomc �l�nsNm ¢Jw[SJ m lm wW[ >-mnr •as J-rutasm>6 w+c .;__ Fmzgr.'/.. UIMY SHED x - Im pta1W7 In w WYQ UP3 N0 wJln.'In8 J - Ymnl' RLLS J-rutamwxs r/Q INL J� .y h: .. h. n. mem+mms ¢uw 0) ma a -IN LNu OKalm] Ir./<Nm6 m¢ rxsmoxc saRnlnr mm tommc u mlmlas wm m SM <-eE Ned (9TaIn] �-m \a. ' :'n.. f . :• ,-` Gable Roof (0 < T) Gable Roof (7` <9 _< 45°) m aNr+r rn•N m� Im ryrala] • x rant Nu•Ir°%` r 14 IXF eW6 ar d< •:r ✓. •Ir,& •Ir.< ON VAN GERVE, P.E. 91e-96-6559 AIRIWA/EOFSIRR9lM04 rant ms•xd< r 1. ta snas • if de rr¢Nn•w•emm svmm ¢ w. IS Mai w aarJ $ _WI Data Irmm] J-rear a•s raw•em uvW aw vlrt _ w����oius �m"Ofu�emma •,,• U[Y✓r�' �aZUIL95 JIx FI515WE 1xL NYD a ffi m eNo � - Im OIBOI (A'al� - rear ws <-TN rH �16 rrf wPREMIER ®� ¢,N¢cf.®rmm..¢mm>® .NuI.<vw�ta® ml1Nf°mfiuf wm .� 9]IRI numA M .wb$ R••rWNRrWlinous.Ia In ¢m smrnna vxrJJ Nm eNmi mw s¢IONt •u fN mu uma (w rvxs) K Na a4 V! 9rnllr •l' 11P +e a¢' %'mK• tlM mcmnrl•i m®I 2'.6TIM oN[ er aai rNM lmaNn¢ ssm¢iwwuNprm rsun] rla ma' m �• spa-n�mrgmurtwraN]® Kml• Itl¢tl ®m-mnrawNienmxln am a >mo.rnrmN•vmmr.�eJ 16mmwfN Yale mffmb>FJN�yf �f®Nf®®IefNafWi¢Wayswmgm<v< \(^�/ �N4'nmR mf Yrd WSW m°¢�rN¢�.rw...��r� r•.F.L T, < aoq aDnFT m.•N'n•NYNi.°Irlmwrnia.s�r -tlt pG9¢t¢x< ]-161C WL m_�%�®;YMr.rcNp.'r M. i<6nnmPm.vR N © -0F.¢Y411nIk RR @���®vw.N$¢¢Nvv®¢wn<va�JL O mmusm�mm •meNa¢m fN�O�fmm if]PLOtl6L1 SdL MF (WwW.ip 9191�-YQmAMfMW MW4) KMO a4 N Kmr N tl{'m ii Io}¢e* Kn WS 6I Ir tl W[: IRIB rWFR IR I]IF 6nn Bf. 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V^rV IW un nwJ 11 ii I 'I, �m�Nb119�NLL �1FL00R DECK PLAN 41 lu4 V .tw ;i t � I'lil'l,ll�ll I ,hill l II ' (1SIDEWALLELEVATION N %� v•rc a ROOF FRAMING PLAN /r•r4 PSI Approval 2018-05-05 8'-0' WIDE NENDWALL ELEVATION la eaaN N 9 l N 8'-0' WIDE w WINDOW %1ENDWALL ATION YI w.. ur-ra 10'-O' WIDE w WINDOW 11 ENDWALL ELEVA ON MI 0u: V✓.'. 11'-2' WIDE N ENDWALL ELEVATION Y�vcW m v I , DOOR AkE ION i1h�1:11: I el ®' as v 11'-2' WIDE w/ DOOR 11'-2' WIDE w// DOOR IV-2' WIDE w DOOR la n ENDWALL ELEVATION ENDWALL ELEVAIR le ENDWALL A ON YI YI vu Vnr� YID r^"p II Y q, 12'-0' WIDE w// WINDOW 12'-0' WIDE w// DOOR 12'-0' WIDE w DOOR r ENDWALL ELEVATION ENDWALL ELEVATION IMENDWALL ELEVA ON PSI o'wwrww�vq UNITY SHED a =MNO1Ga &Mr 8mm�mm mm PRETTIER PORTABLE BLUING5 m un sw[ lec can m11M 1LLial M 1w51 �IM6U5 A-1 4�;y° on �yYj(pg 4bxiYe✓ 1 1 111' 1 1 111' I�lill°�i111iI illli�tlli� 16'-0' WIDE w/ DOOR 16'-0' WIDE w DOOR 16'-0' WIDE w DOOR 23 ENOWALL ELEVATION e3 ENDWALL ELEVA ON w°3 ENDWALL ELEVA ON 90 J,.tU IUN L3 M:ra I®93.14bL4f �i r N 44 �iWrr� Ib YI4Li4 11SIDEWALL FRAMING Y®PCW¢R®2YA W11L@sx® PSI Approval 2018-05-05 SHSH ARWAFLOHPX BUILDING WEN OPENING WIDTHS IN ENDWAL M. LERM OF NHILOINP 1%2• TI-111 rIP SWJ115OE PNEL NpV°p.Yd vow 3C-0' M4 31- fp'd Y-0' 4 #4 II'-Y 6'-0'!C4 1'-0' IDd' C-0' IR4 S-O'IVX 9d Y-0'RrA W4 p'-0' Ttd IC4 IY-0' b-0' �' irm-'snµNoc�u n¢mmmbwwmwrtah y Yi4!'m +4•�u 6N� ombowr _ •m¢rmvR �vu�Wv r r�i i�Wrw�em®Nrucuu en�vmen N "wN &71 UHU Y SHED �r-^"ii?NMi .. Rbmi DON VAN GEM. RE lztu ercuarc smA:nnw SN mv.4n 9)8-91]-60W 4® = ® ®utIPNAhocaorKm9mw CORNER Is CONNECTION DETAIL 11 WALL TO RIM JOISTvscWln'nme PREIER MPoRT T E LLDU BUWGS 317f/PO SUh SWIM MAIN. IN ]B39] ®.a44s !M.%dI1W1YIX`iSUS R3�1 [lg'RM1 U`n Is TOP PLATE SPLICE DETAIL le SP CE CONNECTION DUAL A-2 OPTIONAL BLDG. SKID ISOMETRIC DETAIL wa 4r Lei �m DOUBLE TRUSS DETAIL WINDOW SILL DETAIL FJ PSI Approval 2018-05-05 BLDG. SKID -'\ISOMETRIC DETAIL WINDOW DOOR e HEADER DETAIL a HEADER DETAIL LJ A-J WINDOW HEADER ,e WITHOUT STRAP DETAIL 43 vt.3 TOP R J CO FNECTION DETAIL rw. DOOR rwe J a HEADER DETAIL DNOEADER DETAIL 4J il-J ENDWALL ,, HEADER DETAIL ,: HEADER DETAIL .4J *'v'' LJ METAL ROOFING SCREW PATTERN MJ >�, M MA FW Jmwni sues psi r�uc URIIIY SHED mrx ¢nas DON VAN GERVE. P.E. srtanJr mmrnJaa amem eJ}91JdV1 ADDnvuromctisamro�a aormc.xamnmmm ar. MITER PORTABLE BU0DNGS JJi WT STgE 1[E PWD 9JM N10X. M JJ]SI rin.�p➢4WSU5 A3 ,IIII,1 "/11111�111111�11111: III IIIf1h1�11 -'�Iii11 s 111111�111_II�111111�` FLOOR FRAMING PLAN Ay v.e Yrvrs mwsu um9 .uv0DdH1u��111111aMx.- IYIIIYW A END% ELEVATION Y / IC 66.MYe w'�i PSI Approval 2018-05-05 i1FL00R FRAMING PLW /,y mu: W'.YA 4 nvu mq �I IIIIII II Ill Illll Ili IIII III ill Iiljl I II�IIIIIII I � IIII IIII I IIII I I li 1 I I '.i��Ju i� it 'I I IIII iiLjll I ' l�l 111 � it I 'l Ill lllli IIIIII III ( I I I I I l I Iillll 11 jll ll IIIIII IP III III IIII IIIIII II.I IIIIII IIIIII .I I IIIIII IIII I III i. A SIDEWALL ELEVATION IM��s►��,�gJlltr��id�dry'�e��! OPTIONAL PORCH s SECTION_ DETAIL A. ry.Y m+rmna 1PORCH TOP PLATE DETAIL �e`wws'®iNY� o.n 0A0S�fRwm4m v ma AFv�u fm�. mJ @ru[ wK.Ytl POST TO RIM JOIST DET IL vvaecT.' A panA 49w psi efmm^nM Ml1IY SHED cana+n. vaDal vuis. xciaxs a m*ws uTMTEDrsmNm = a.OfDIDIC 56Rffi' {FL1RC0 m2 PREMIER P0190E RUUMS >Jt w SGR J Rom mum Ma m =7 s'AIA✓FIf�IAIXW,SUS A-4 PRN rn LOT 38 N16 BLOCK 5 (OCCUPIED) FF ELEVATION =192 _ NO WELL, SEPTIC OR POND WRHING IOU = = F J GtPRO BOyFT� •, �GENSF' F 42485 _ STATE OF SOUTH 1/2 .' — LOT 39 ---- BLOCK 5 (VACANT) LOT 37 NO WE) I- OR POND BLOCK 5 WITHIN 100' (OCCUPIED) FF ELEVATION =18.66 (JAI;eeq SwQuE v 1 t j —IRRIGATION (.) •'; 1G.Qj N; WELL 11 (OCCUPIED) FF ELEVATION =_19.9 NO WELL OR POND WITHIN 100' =- ---------------- -C/L OF BRADLEY STREET -1- of -- EXIST. - [7 DRAIN IOI FIELD 75'+/- EXIST. DRAIN FIELD Ton of .Ptao l G.0 20 v w m o3zMOM r`® r Z '3 = rn 30.01 l7. t o DRAINAGE PLAN IS DESIGNED TO PRECLUDE STORM RUDiOFF ONTO ADJACENT PROPERTIES. RUNOFF IS DIRECTED TO SWALE ALONG PALMETTO DRIVE PROJECT: DRAINAGE PLAN - SYNERGY HOMES HOWLAND RESIDENCE LOCATION: LOT 38, BLOCK 5,5117 PALMETTO DRIVE FT. PIERCE,, FL / (� (� I FILE # 19-0403 Rick Boyette Consulting Inc. COA #9707 Richard Boyette . FL PE #42485 4031 Coconut Blvd Royal Palm Beach FL 33411 561-790-5766 RBConsultingl@aol.com GRAPHIC SCALE UNITED STATE SURVEY FEET N . DEC 3 0 , -.g ST. Lucie Count. D.— MIN. CNR DATE: April 4, 2019 REV#: DATE: - SHEET _1_ OF _1 REQ. _J3 OU File Copy