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HomeMy WebLinkAboutProduct Approvals, shed information s Intertek-PSI Tel +14 3045560 1748 33d Street Fax+1407 304 5561 ws 5 Orlando,FL 32839 lntertek.comf bullding September 6,2018 Mr.Thomas Campbell ep�/ 2�'9 Florida Department of Business and Professional Regulation Manufactured Building Program 4u�ie epart co 'Ne 2601 Blair Stone Road Building C Tallahassee, Florida 32399-0772 i RE: Plan Approval: Residential Lawn Storage Sheds Manufacturer: Hawkeye Buildings,LLC(MAF-11082) Agency Plan#: Hawkeye LFT Barn-17 R1 Dear Mr.Campbell: 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 Department Manager Richard Olds,SMP-45 SMI-76 ` °. If Building Science Solutions- Plans Examiner Building Science Solutions i CC:Kenny Johnson--Premier Portable Buildings,Inc.kenny@premierbuildings.us Il)Intertek is a brand name representing the Intertek Group plc legal entities,including but not limited to,Intertek Testing Services NA ' Inc.,Professional Service Industries,Inc.("INTERTEK-PSI"),Architectural Testing Inc.("INTERTEK-ATI", an MT"). ) d MT Group Inc.('I RTEK0 - "Av-intertek.com/building _ � PSI Ami-oval 201e.05-05 -AM FOR APPFOA, Sam M= Ito miaw MGM mom w=mm 15 ml Aj AM Mv PORTABLE BUILDINGS 3082 NE 24TH SlREET OCALA FL 34470 WIND CHOT r— LOFIED BARN 210 HEET NUMBER SHEEI %so C-2 FASTENING SCHEDULE WIND LOADING RA RAMA X"M jg�&n 0E=W.. A-1 FRAMING PLANS&DETAILS SPECIALTY'51, 'i", 3v T A-2 DETAILS/SHEARINALL CHART 130 TYPICAL DETAILS mr M�Nma��" A-4 OPTIONAL PORCH DETAILS DS 140 PREMIER PORTAB( DINGS W EAST STATE Ulf RW IN 3&57 160 WNWJTGnmluTNGS.US TEAM" 09E By le 176 DATE. 4-V.18 PROJECT W. 17164 CHK Vt. - | \ ----------- - I I� PSI Approval 2098-05-05 ARG&FOR APPROW1,STAMPS jENiNG SCH£WLE(2304.9.1 FK) R'AND LEST "i 22.I1V00 SIRIILTWwL PN015 MD FMIGLE ___ __2W.0.113'.N1LI_.-__ -.-____a mrd w®R•:IA Ra1Rm m IR ua�fAYtrl•�wdG(awi""-_ _ �/,TENI��� __ ___ _ ��_��-�� 0PL®Sl9FiA(1R.1ff101 A181 wNl Or 16 fJK� YLN.SLf]0]tiz �` 1*lK1llY1 9PAitRi:{(0 FWSRA") `�'it-To%' (id COWAN IRW IN G NOID aY1m•e•,t u i9QZ it u rt64tWR 9Nr1g5 ivM ra AfYUu6 Ala[aYi5 YC u• 110»Ib V leu OAP. b'o%a(OGEES AND a•aE"°aa.c"'°°°nmcnux rwn"°aAast mw°"""°`•""trrJM rNtz,°'°'m 3-Bd C04LIDN(24j'W.I]f Am taa•II mm PLG w ra w.O awlw Nt roan®m a ww=R am w uvc 1.JOIST TO SILL OR CIR)Oi 3-r4.131'NNS TOE-HW SINGLE FLOOR(COU"TON '07 OUPO FLYaE•4`CLADDING V.O u to.mp w saaaa aaN(M-Ym„T;at3Tnl34?tae Tmi4t'A _ _ 3-r 14 GILL STAPLES WROOR-ONOMYINAPR TO FRWW,) 1w To� B f A7 C0NP01£�5 23((4.113'WA." _ =u.0.(a-rmla'lhtl3mJr:IED J'ml,aP 2-4 -8d CONAI7G 2'i6 UCC iro"L 3 �. mlalro awa tA4-05aas+,m aEm,3r ra r-n 2.DROCING 70 Jas( 2-%0131•WAS TOE-ML ERCT(END A RR BE ' 2-3'N GALE STAPLES DP 10 1' RE t rw atm£ E%m�semlmas�_ra+r�atwta muga m/rs atN ll sm e - �'( Lift to L$' 100 OR V IF 94'c0.135l 016'r/c .. -mnTnn rm sws./J6'wan•Iw ro,A•raax rw lE a.aaa xo,t•Inax .•�. . 3.SOLE PLAIT TO JOIST OR DWaaIG 3,0131•NWS 0 0•o/c TOPICAL EKE WA. r 14 GAGE STAPLES 0 12'rfc 23.23go.SiiTF 9oaG(f0(RAJRaT} K OR LESS � NWS O s'ot=SE MD AND 3 L aws ra owt W Ewa n r am•I as I N•tncm rmA•awac ao,M 8� oc ALONG All PANE EIRES Wanrww Armes van l-ers.Ir./.w rstmrax Am M nt m Oasts OftK 3-16d(9S'41357 0 I6•o/= arm•aLL4 onaa>:waIDJ eAAerF�.c..:>,.nova 4.SOLE PLATE 10 JOIST OR IAOCR NC 0 4-3•.0.73£HATS a 7b•of= OFAGEO YAi PALLS )£• ND,11 CACC ROOEYIC WO ` rw onr 9fin•q♦s,rAn[•c a n.s VEmrIPI rat OR ro•.r vaRO rtt row swclux aMa. nrs a,>,exA>e BRACED WALE PANEL 4-Y R GIDE STALES 0 IV c/c 6d GI I GAG NRO(2•WWO aqm Awa NK.e•ar Oma wm n W'. 24.nor SISATIR10 uuYcnm,u 2-16d pr.0.16n No to GK{SitRC A Am wr arm•0 uteauae;ruuras Nraa r,k u Amz r J u 4MifA6s'a aNCai o•wn�..nuwc..wwo k 5.TDP RArc N SWO 3-3•.0.131'WAS END RAL x N0.It GAGE RODPONG 1w. R aa0ms svm,•y=u UM.•AA a N¢Umwrt Wf w roe a9maR m wL am,aa Aro Y 3-S 14 GAGE STAPLES .I.u laps.e a_RDARR asrca+s+w ma orate Rd IS GAG}PA t2Yi•4.73!'j a rAn6tm>�Y r/c a ac¢r a rtnnm ul span {-8e CANNON(�i10.1311 NO r6 GAGE Sp=IL A-3.4137•NNS TCE-Wit 3-r 14 GAGE STAPLES 6.5T1a To R01E PLATE 3-J'W.I35'ttWS ENNA }•{ W-pt1ED36 3-3'14 CALL STAPLES OUTLET PSSJfiM JSL{tkTAt t 3-ilwE Ik Ci81L 16d(5S'4.135j 0 24'o/c SOURCE 2. MUST SROs 3.4.131`NNS o r ah FACE RLL L � Y(IRINO DIAGRAM S 14=STAPLES 0 V a/= (OPTIONAL) T6d(SAr1o13S)0 16'o% 3.4.137'WAS 0 T2'o% Tfivi PACE S UL S.WU EE PDr PuiEs 3'14 GAGE STAPLES 0 12'0/c OCA{A 8-Ifid3 COONNAEi31S'(A-101621(A-101621FLORIDA SHOP . 12-£4.13131' s FAP SPLICE .• .�t 08A MMA MFG MFG 12-s 14 GAGE STAPLES 4 T t A 3062 NE 24TH STREET 3-TTe caullDx i2K'ta13fU E'i L.•�° ,4!r.i-""1 1 OCAllA FL 34470 9.BLOC"&gVae J06TS OR TRUSSES 3-3`4.137'WAS 70E-NVt i j 1't•�1 I�t' �i t i t.i 10 IOP RATE 3-3'14 GAGE STAPLES : 1'I i T�:i i t. 1 PRLV(C(.• 1 2 ` LOFTED BARN sa(19iV30or or./. 10.RW Jas"to 10P PLATE 3'4131'NWS6 v o/c TOE-PEAL r 14 GAGE SIAP ES 0 6' 2-16e(.Y(70.1621 FASTENING SCNEO(ILC/YRIEI LGADN4G IT,Ta'RATES_Vis AND NICRSECrM J-£4.137'MAS EKE NAL T •� =i.}1.i}t�,}}' i 3-3'14 GAGE STAPLES 72.CONIDAOUS PRALER(2)Pam 76d mom{37}'4,18x? IV c/c A m EDGE _.''*,,, ..� �•.- ; DON VAN GERVE•P.E. 1, I SPECIALTY 51E NGINEER 98-943-6669 3-W COWAN(*,.0.131 IS,CLUNG JOISTS TO PLACE 54WAS IOE-NL 5-r 14 CIC;STAPLES '•i., r "" 14.CONPA OUS HODIR TO STUD 4-bd MUM izK •737} TOE-WQ_ = j AITERHATEUESiSHSOLBTiOHS 3-80 ioM4(a1(irJ'4.1311 •, i jt JL; II A >t RaNiaAaoAPa0a0rsmr is.RATER TO PLATE 3-3'4131 tWS TOE-twL Case A 3-r 14 CAGE STAPLESum2m SDWW PROW FM ,r '!. '•b;': 2-m mA.3 i2$iD.f 31} };r L"+ 16.I'DIACONAL DRAM ID EA STUD& :-£4.131'NNS PAGE NAL {� ` .J, PREMIER PORTABLE BUILDINGS 9LW 3-3'14 CAE STAPLES ! -r 317 GST STATE USE ROAD 166(31j'W.1351 0 24•o/= 0 24`o/= ^•1 '" S(TUIH FIILIONJ IN 38257 T7.SKI-UP CORER SW(S 3.4131`MALS 0 1,of 0 16•ofc t" Case B crAwl�rm+mTRua1LR(s•u5 r 44 GAT STARES a IV o/c 0 16`=Je " UPON-- P1rc Or Tod(4'418x')a 32'•/. ,.• +` - 3'4.137'WAS 0 24'oJo EKE NAA 0 TOP d:SOT=STAGGERED r 14 GAGE SUAS 0 24•o/c _ ON OPP.SIDES -- �,, NK", Ia BUILT-Up E2ROER AND(FAS a 2-200 EOullCM{4•W Pa2') .. t. ."`!� 7 Gila 2 1. yA .�Y )l J- ADAM"HWS EKE MIL 0 DIDS AM N EACH SPIKE £ " 3-3'14 CALE STARES 1 P„>• / s`� .18� C,L° PROJECT TK_ 17164 3-LM 148 CC {r4 � (;J � ORAaiNG 8i: .Pr) 12.COLLAR TF W WER 4-3'4737'NNS PAGE WA -.I 'I'^,r CKK BY; OVG 4-r 14 CAGE STARES - Y SMG NG: V�AIj, 2-16d COWAN(SSi0.1357 • '.,L.7,. 20.ROOF RAPIDS TO 2-BY RIDGE BVL 3 NMS TOE-NAL OR PALE AWL `.'P<'�%"• . C-2 isa7�`,o,ors��iAE 3-J•14 GAGE SIAM 3-16a COWANE(,%'.D.1351 i " G(, 21.AM TO AVID JORT 44NWS FACE NAL VIbie R-of(10 '1 { J(} t? t wA o�onrB or%r;a 4-S'N CA(T SURF" M yYla aAU£`." ii -- 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 - Donald 1 Van M aH�aa scu a�w+wmw u sttna mama c a<mwwa su a nvxlmez mfi aaaWno A«mlaaw.saaun.Imnrn.xo S�'`. SHEET NUMBER p M wampval rmOaN M�ixa9a,mo+s sa omm0a aa1 a }i� g ` - ."_�;+°e•�-„ 1 MmR.11V9R1P6IlIwORlwna6l4llmlm.OQi61O�M �' ,.,,�„ C-1 COVER SHEET,WIND LOADING DIAGRAMS&MWFGerve xmm ar M aawc Am a mrao4 wn nmlo ozclma+ a I� -.,._ ItS.TABLE lmnM.x<lnma4maamnllsa aclsnanalnit-0aaxmcNel[Ma-N®a1 mwlaLIawQNIWIroIvWPaaNaa IDn,Vmcaafaa0nB awa snLlmmnOw®[t9.anxwwmaC40ya.,maAoAmm.MlM[wOODRaT.aanatm,u n 3f�'+j A_1 ANCHORING DETAILS&MMmM SCHEDULES Digitally signed maM6Mn � � f �� u A-2 ANCHORING SPEC SHEETS umeu o<u xaml®wa mtcaa.w9lmvr aam samxa swmmMrfl > , �. � by Donald Van 7. Man xO Oaot la awL x43 n/HA9M�omifia xa x:VO,uwsm alx. 1�"�r w9®,1D599 xm m0�wont mN na Amrc an a a nsamc rar moil a >`:a. sT..�.F„"�.�sYa �4�c' ■ncpwmwaaMne aMmnwxw u<oa4oa w4 w< m Gerve M fN.Wlma v u lxca x0 mm lnx,0 ate.M a.Ta sw M Naw uomoa uo min90MgaaMmnafA>m.MOM xaMmlm.Ga. PORTABLE BUILDINGS a o con tmrs.SNL uuc lmwon m aa[M am xaL irrrm mmnw nnrcrorc.aaMmn¢ra�mewl xlaMnunca<aa wLmmaa Date: 2018.05.1 a rxen�xo 9Wl s M m4ap&AY a n[minlClfa a mr 9%1 tArGt u �auc+Qa mNDt < Mmaxiaramxwman ewauwmalmumamamo M o �. 06:33:40 -04'00' NVL im[x,.M LanVA1a1 i MW,xO nQ rm 4l Inhlfila ImS IMVM,Last ' woaax.,aatraa.,oa xLa ma mwa xo n1 as lwla xm smtm,�n®la M SV!M PmfR DiamN MO mAlix4 Y M'/n:M Oad9 9NL B M IrIw1LLm Q.M tlaIVK7 alUaOi n Nta1 a0,w1�aola ox10o9mwa6oea am¢nw wuInAmovaummomc umwaan uw sn MumLwmnm euwxomxtctmvau xm4arn aa wakns ta um9mw e<�xwocwraa lRxm9vawSnoawML o ma,nn�ucm+mumxa.<xLLnruc<xl9o ��� 00 OCAIFLORIDA SHOP0 J DBA FLORA-BAMA MFGmmmm4v 3082 NE 24TH STREET aOOCALA FL 34470 M la)a1Nlf1 VON ILL IDh MO OPKapI L(IaaUn/S S�0w1<e f6T COam txoa V �aNa6'.ale9.Ooama MO xaWum a M oamaa swt s nsa®1 as Lwnc v vawae x1 cone semina us,oes V PACVECT.• xa Aw om rm arnon 1 M mwL canmre sw1 ff��as a9wr xo 9ru.a,eL M a�xo ANCHORING FOR SHEDS M WOaO.M WH rNOnm 9YLLaai n.Lxa,axM mamt �a� WIND CHART WIND LOAD MAIN WIND FORCE PRESSURE DIAGRAMS crnER SHEET a GENERAL NOTES MWFRS 180 MPH EXP, 1: 170 110 105DON VAN GERVE' les + TA91E LDAQ WORKING SKCKW STRUCTURAL ENCIEER Ila ze ue - Y1 i ZONE PRESSURFI� COMBIfJAT14N 978-943-6869 �R3S IPSH 11! '�; i '1 1 1 1 A 51.0 1.21 0.6 37.2 ls� , •—` � y _ I I 7 L(1 1 I T` + x '4 ALTERNATE DESICNSULUPONS { 1. 0 -16.9 1.71 0.6 -123 N1ar:•nsm".. 390 140 •••�' 11 1" 1. I �- 1{i,l cnurt,nl,mmaeaurostw 30 ! 7 I H 1 1 1 1 1 E -46.6 1.21 0.6 -35.6 �— -� 1 0 ,.. 1 I!ry.1 I .. +7 1+-i. 1 j E -31.9 1.21 0.6 -233 p f'7 SA'NC><T PRnYY1ED TUR' las I y 1 +1_ 1. m rola]1<-1 na w-.9s m ua r_1a PREMIER ABL STATE LINE BUILDINGS _ 1,i 1 m la c con-,wa m n ca r-m SOUTH FULTON,IN 36257 1c 1 i�1 r*+ I \ - 7 rl ,ti ti 1 m saw 441 wx341-m PWWN.PREMERR WNfS.US ad, 140 _- r ��.1 ,^� U I t, ldal nasRS 9aN Ma a5m a•w aH 0041 mam6 a 16 \`r j �.' i I nnwumrm moma nn con ru. MSON AOESCFMON DATE BY .. t Case _ :J� 170 170 i, _ sl, PRONCL fW.: 17164 I? _ �J ORmm 0L JN CHK BY. Case B fisc xa: sa� C-1 �V. VAN ua.rnre a>tmla�m sveoa v„r4nnaigX<drea0m lxuawa4AxooM[n araoenwee + e''mc° xa<,on - �� ........... wnaa f+a,9 Y•�NA�E? 1913 1. �. I AREA FOR APPROVAL STAMPS i f GROUND ANCHOR SCHEDULE DESCRIPTION fY - MODEL d PART A _ - k,'smrrsc.m 1� ur4¢o7{+d swum —7- IA' rt1 ,I_>�-9 Q ,-$'. alas/e s906o/s9oa+ 18•.3d'Roo./(1)9•nLuz u U120/4 59085/59M /8".9i'ROD w/(1)6'FELIX 4A U1423/4 59128 42'.JC Roo./(2)4•IRV M I f L qq d w! x .a9 s I i� it E d 3 H N i 11+487/4 59008 48'.A'Rao./(z)4'HEUX a maa Sta®1 nM— I g J 11171161 59250 7B•.3;ROB.1(I)4'11F10(A(I)6'IQi1X M mm ro ort a rmuW w0,u»m1a a sim owow ir.iM' (0 1'^...ci -'.73„-.^n.- N/A 59089 EYE ANL7gR-48•x 9y'•/(1)6-"m u I 9 rm QaHnW¢5 rnr.1'walw ' .._. �I _ {DIAL W 50@.1[9 kl a sO°"Om.=1�W¢aums '�v�°m.W- aOAow°a°0ans"aO°¢Summu �auoaa Iwo we mow. NfA 59015 EYE ANCHOR-18'X)j'./(I)6•IE78( N 2 mO W OGUO IWAI 9J@IE 0194+MAL �, S M�6 90w NS IaMi Im NW41 TLY.WIa6 k0 9K Vi a wan u oa m¢u A 9var 9x Ua-t mA.m'14¢wA9m s xWH1a at aasm m(q m Y607 59099 BO'X if'./(1)7 HEUII /B soma Pl.cai aoAw sos 1 a r too n�zona (;1FLOOR FRAMING_PLAN . IS¢-n N/A sw/0 EYE mm m•x (1)B'"aa /8 HELIX ANCHOR DETAIL 2 PT10NAL ANCH EMIL A_, scvc 1-pnt•-r A-I ^n"''-0 A 9+a anon Iwm 1muT. OPTIONAL PAD SCHEDULE FOR ALL WIND SPEEDS AND EXPOSURES T —� BUILDING WIDTH NUMBER OF PADS BY LENGTH UNDER EACH SKID 18_0. 20,-0• 2L2 zii=T 2rLT 7.a�=Q 30 032 0 34 0 366 00380"_ 40 0• 0'-0• 3J ] J 4 4 4 N/A x/A N/A N/A N/A N/A N/A N/A _ OCALA FLORIDA SHOP DBA FLORA-&ALMA MFG tO Pyl, AA + + + s s s s N/A N/A N/A N/A WA ; 3082 NE 24TH STREET n'z'�w x �'2 7 3 J s s 1 + a N/A N/A N/A WA f--i—� OCAIA FL 34470 +2'-0' 2 2 7 3 3 3 3 3 4 4 4 4 4 1 5 WA Sm PROJECT:�� ANCHORING FOR SHEDS 14'-0' 2 3 7 7 ] 7 J 4 4 4 1 4 1 5 5 5 1 2 J J ] 7 3 J 4 4 4 4 4 5 5 5 5 F/SIENING SCHEWLE/WIND ENDING ANCHORING FOR 180 mph WIND SPEED EXPOSURE 'C'- 3/8'ANCHOR BOLT atama.7m+a'i7xA NUMBER OF ANCHORS EACH SIDE WALL 4 PAD DETAILS DON VAN GERVE, P.E. BUILDIN SPECAL 978 913 RAL ENGINEER WIDTH MAX. SPACING 10_0 12`-0' 14'-0 16_0• 18 0 10 0 22_0• 244 00' 261 11 0 31 0 12 1: 34 1: ALO" 11`-1 44=4• OVERTURN 11'-0• 115 5 s 6 7 7 e B 9 10 10 a 2l 12 12 13 14 14 ALiF88AlE8ESIDNSOLBTIOt Wore ircuei 5 6 6 7 8 8 9 10 10 11 12 12 I] 14 14 15 �R1Wurml9d5a011W50N 11'-Y 398 4 5 5 8 6 7 7 8 8 9 9 10 10 I I 11 12 1T-0• 4.01 4 4 s 5 1B 6 1 7 8 B 9 9 10 10 T1 11 PREMIER PORTABLE BUILDINGS 317 FAST STATE UNE"D 14'-0' 4.10 4 4 5 5 6 6 7 7 B B 9 9 to 10 II II ml F111101,11 TN 78257 WIYWRO110mlloIN us 15-0' 4.18 4 4 5 5 6 8 7 7 1 8 1 8 9 9 10 10 11 t1 - . RENSIa1 I 06C21>Ix1N e0F B11 ANCHORING FOR 180 mph'-WIND SPEED EXPOSURE'C'- 5/8'ANCHOR 80BUILDIN LT NUMBER OF ANCHORS EACH SIDE WALL 1�— MO • PATE: 4.30.18 SPACING 10`_0• 12-0 14_0• 16_O• 18_0• 20 0. 0' 24'-0" 25:=T 28'-0• 3T-0' 32_0• 34_0" A�nT 40_0• OVERTURN PROJECT NB_ 17164 ORt111NG BY: JH 4.61 4 4 5 5 5 6 6 7 7 8 B 8 9 9 t0 10 CHK 8r. ING f0'-0' 1.70 4 4 5 5 6 6 7 7 8 B 8 9 9 10 10 11 OHC NO.: A-1 il'-Y 5B1 7 4 A / 5 5 5 6 6 6 7 7 7 8 B e eF9a'' 12'-0• 5.88 3 4 < 4 5 5 5 B 6 6 7 7 ��#N'-0' + 4 4 5 9 567td-0' < 4 4 5 S 5 6 6 6 7 8 B 2af7 AREA FOR APPROVAL STAUPS H P22-(6 thru 15) HP21 SINGLE SLOT FRAME CLAMP BUCKLE W/STRAP OCALA FLORIDA SHOP DBA FLORA-BW MFG HP21-(6 thru 15) HPAB 3082 NE 24TH STREET tI.I.O.t.�ll-l�,,�Ill.,,%."",..�) ANCHOR S NGLE BUCKLE BOLT&NUT �C W/STRAP ANCHORING FOR SHEDS PRODUCT C HPSS DON VAN GERVE,P I- STRAP SEAL H P22 SPECLALTY STRUCTURAL 01GINEER FRAME INSTALLAMN 978-943-6869 CLAMP A,L1,E,RNATEDESIG,flSflLUTI8?IS :> agimm sow pfitl4w FUR PREMIER PORTABLE BUILDINGS 317 EAST STATE UNE ROAD SOUTH RAJOH,TH 38257 MYROMMILDNMUS Rcfwm MOW" -Uy DATE: t30418 PROW R04: 17164 DRWNG By'. i1i CHK By'. DA NO, A-2 'IS o", Planning&Development Services Department Building&Code Regulations 2340 Virginia Avenue Fort Pierce,Florida 34982 (772)462-1553 OWNER/BUILDER AFFIDAVIT DISCLOSURE STATEMENT F.S.489.103(7)EXEMPTIONS State law y licensed requires construction to be done b q ns d contractors. You have applied for a permit under an , exemption to that law.,. The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license. You must provide direct,on-site supervision of the construction yourself-. You I may build or improve farm outbuildings,y p aone-family or two-family residence for your use and occupancy. You may also build or improve a commercial building at a cost not exceeding$75,000.00 as long as it is for your own use or occupancy.You may not build or improve said structures for the purposes of selling or leasing that building. ' If you sell or lease a building you have built or improved within one year after construction is complete, then a for sale or lease,which is a violation of this exemption. You presumption is created that it was built or improved may not hire an unlicensed person to act as your contractor or to supervise people working on your building,'.it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not'licensed to perform the work being done. Your construction must comply with all annlicable laws,ordinances,building codes,and zoning regulations. Initial I understand that the building official and inspectors are not there to design or give advice on how to meet the minimum code. Initial I understand that as an owner-builder that any contract disputes with sub-contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial Z A- I understand that if I compensate any person or company for work performed they are required to be II licensed in this jurisdiction. If for some reason they do not possess a license,I may be responsible and liable for the cost of the license- Initial I I understand that if any person that'is unlicensed and uninsured gets injured on my construction project- they may be entitled.to workmen's compensation. I could be held liable for all doctor, lawyer and related.medical cost,which could include loss of wages during recovery from their injury. Initial �C I To qualify for this exemption under this subsection,an owner must personally appear and sign the building , permit application and initial the above. I hereby acknowledge that-1 have read and understand the above disclosure statement and that I Rirther understand at any vio atron o e ertns o e owne er-exe _ Zoning Department to a on a tate ep en o roe day of A.)a/ _of 20 _ IiI _ I Me/Bur r Signature STATE OF FLORIDA COUNTY OF A � `� u r � 7 441— The foregoing instrument w aas c�lrnowled ed before me thisg day of ,2Ahh�by who is personally known to me,ors f produced as identification. Signature of Notary �T-- T e or,Print Name of t > �= Title;Ngtaa Public, Commis _ _.. %f;°,°� �' . S8J X5 IF 09 '2EJ9g016� ��ttuu� M ��B�j�%V 3 ttOj$BiWIUQ'�Raltaa�%. Co SLCPDSD Revised 05/15/2014 O.1z 9 ' luo1�4-! uszi0 Y;c � Q. Ct b�1 '� °tach'�l/ i i PLANNING & DEVELOPMENT SERVICES DEPARTMENT Building&Code Regulations Division o pl .... .... 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 cCle O I FILLED LAND AFFIDAVIT I,the undersigned, am the owner of the following describe-0 property, _D-L0'C70% 00 ) o (Parcel Id /Legal description/Address) i 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. i Property Owner Name(Please Print) Qr1�J 9 `VWperry Owner ignature Date I fit, � STATE OF FLORIDA,COUNTY OF 5 L�s Q ACKNOWLEDGED EFORE ME THIS DAY OF )V IJV 20 BY , (� � z Ae�,_WHO IS PERSONALLY KNOWN TO MED OR WHO HAS PRODUCED AS IDENTIFICATION. SIGNATURE OF NOT UBLIC TYPE OR PRINT NOTARY P t COMMISSION NUMBER quurq ;�SpRY�OM, » stataof FlodaAUGHj6 Coe Of +Y Notary Public SLCPDSD Revised 04/11/2011 runa� My C8 �G 2700>g mmis810 �cto-at 6)(Pires I I I � I I • i . - BEDROCK W C ® M M U N I 'T I E 15 o od I December 4, 2019 i I Mr. Alan Adams CCI Buildings 6099,N.US Hwy 1 Fort Pierce,FL 34946 St. Lucie County BOCC Fort Pierce,Fl 1 To Whom It May Concern: i This letter is to notify you that Mr. Luc Fontaine of 110 Yuma Way in the Bedrock Tall Pines Mobile Home Community has permission to install a 12 x 10 foot shed to the northwest rear side of his home. He has more than a 15' setback. A smaller window has been installed so that the shed does not cover the window at all. Please call me at 772-461-1211 if you have any questions. Thanking you in advance. Sue Davidson' Property Manager sdavidsongbedrock-communities.com 314 S.Erie Drive•Fort Pierce,Florida 34946.772-461-1211 i