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HomeMy WebLinkAboutproduct appi 1 I intertek ps� May 5, 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: Coastal Portable Buildings Agency Plan #: Hawkeye Lft Barn-17 R1 Dear Mr. Campbell: Intertek-PSI Tel +1407 304 5560 1748 33rd Street Fax +1407 304 5561 Orlando, FL 32839 intertek.com/building PLEMVED JUN 25 2019 ST. Lucie County, Permitting 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, 61h 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. ly submitted, Peter Craig \ Department Manager Building Science Solut Richard Olds, SMP-45 SMI-76 Plans Examiner 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 entities, including but not limited to, Intertek Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK-ATI"), and MT Group Inc. 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SPECIALTY STROCILRAL ENGINEER 978-943-6869 ALTERNATE DESIGN SDLUTI ONS PIaL %axl{ew aaaameulmcmmuomsca DOIWW S CEY PROL M FM PREMIER PORTABLE BUILDINGS 317 EAST STATE UA'E ROAD SCUM E11LMN, TN 38257 riWW.PREMIERBU02MUS RLNSION DES IUMN MlE 8/ OAE: 4.30.18 DNO N0, C-1 Py'., ala _ of aYAre OF PSI Approval 2018-05-05 FASTENING SCHEDULE (2304.9.1 FBC) LOCATION 22. MOOD STRUCTURAL PANES AND PARIM2E OVD A R. ROOF AND MALL 8' AND LESS 6EJ 2WxD.113• NAOi 16 GAGC . m,a, y my w �mm m e usm ¢sal Az41¢ comes sAtm AREA FOR APPROVAL STAMPS CONNECTION FASTENING ll(fro 9IOT10AG FRAMwG) ME FLOOR (CAG'IATN AILFLOOR-UNDERLKYWENT TO FRAMING) Bd W TOW ria cmoroq (W IN 110-140 V- MPH CUP. 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TOP PLATE TO STUD 2 - tfid (SYK2O36n 3 - J'c0,T31' NAILS 3 - Y f4 CN£ STARES ETD CUD. 4 - Bd GDMIDN (2T514.111) & STUD TO SOB RATE 1 - 1 31' NABS 3 - 3. 14 CAFE STARE 2 -16d COMMON (SE•A152) 3 - 3A.131 NALS 3 - Y N ENS STAPLE TID-TUNE END NAL G.F.T. OUTLET ALL M D70 SHAV 14 GAGE s-Y= WC u r N Q-FNCAs[ w ALL OOas 7. BMW SPAS 16d (AF'.O.I75] O 24 O/e YA111' N1IL5 o r o% Y 14 GAGE STARTS O r o% FACE NAIL SOURCE WIRING DIAGRAM fOanOA1AL1 & DOUBLE TOP RATE I6d (Aj'A.IJS) 0 i6' 3'A.131' NALS 0 12' o c 3' 14 CAE STAPLE 0 12' e/1 B -16d COMMON (Aj'N.162) 12 - rA.131' INNS 12 - 3. 14 GME SUPLE 1TPDAL FACE NA3. ALP SPLICE `` �J j 0!) DQ {(ffJ Ill: J 1) �r y % OCALA FLORIDA SHOP DBA FLORA -RAIN MFG 3082 NE 24TH STREET OCALA FL 34470 9. BLOODINGE✓ETMIEN JOISTS OR TIMM TO TOP RUE 3 - Bd COW (2rA131) 3 - Je0.131 TUNS 7 - r 14 GAGE STARE TOE -NAIL PROVEDT LOFTED BARN ff,, 10. RN JUST TO TOP PLATE 3!. NOBS13" 0 C O/c 7' 14 GAGE STAPLE 0 3 o/c TDE-HAKE i^ ' . •••.. /�/ � �FTI} I 11. TOP RATES. LIPS AND INTERSECTIONS3 2 - 18d (3K•A.1627) - 3' 14 GAGE STARE FACE NAE FASTENING SCHEDULE MIdD LQADING 12. CONTINUOUS NEW (2) PELTS 160 COMMON (Aj'A762') TES' o% ALONG EDGE DON VAN GERVE, P.E. / C' ��/. D O i o/` - / f s �� uo'"""e�\(lam`"/ yL� / % l 11 Case A `�>y \ \ J. / "'' 3 " w A l Case B J1 SPEl3LLiT SIRUCIUPPL ENONEIR 978-943-6869 ®ALTEflN �E�1 LUTIDNS 11 CDUNC JOISTS ro RATE 3 - Bd OIAOON (D3'A131) s - rA131. NUBS 5 - Y 14 GAGE STARE TOE-WJL 14. CONTNIM HEADER TO STUD 4 -Bd COMMON (2YK'.0.131) TDE-NAIL 15. RACIER TO RATS 3 - 6e COMMON (2Y4.131j J - 3'A731' W ] - Y m GALE STARE lO:-NAIL 16. 1' BUGONAL HALE TO FA STUD A R41E (2{'AI31) 2-Bd Ol3rN 2 - 3'A171' NALS 3 - Y 14 GAGE STARES FALL NIL fhtil�G S PAI7YIIFD Re PREMIER PORTABLE BUILDINGS T STATE LUC ROAD 31 SOUTH RRTON, 36257 MYAITPREMETEOEIBN(S.US 17. GMT -UP CORNER STUDS 16d (-'Vo 33) 0 24' o c YA131' xS 0 16' o� Y 14 GAGE SPIRITS 0 IV o/c 0 24' e% 0 Ir c c 0 16' 1& BOLT -UP CIDER NO BEAMS 20d (4'.D.192) 0 32. 0/e 3'A131' NAGS 0 24' e% Y 14 GAGE STAPLES 0 2Y o% 2 -20d DOWN NAILS 7 - rm.1l1' NOS 3 - r 14 GALE STAPLES FACE NAIL 0 TOP 0 BOTTOM STAGGERED ON OPP. SIDE FACE NAIL 0 ENDS AND A EACH SPIl10E REVISION DESCRIPTION WE BY y, \' �.r�,�' �� T � �, '` / .• �' ems"' WE. 4.30.I8 t r� ,•r' PROW NO. 17164 COMMON - Add COMMON (3'A148j OWJO BY: JH cwE D. WO 19. COLAR TE TO RAFTER 4 - 3'a0.131' NAILS 4 - Y 14 WE STARES FACE NAE . ' .., .` �y -' •., �� ,. ..� r ` D n D O Gable Roo( (a < 7 j Gable Roof (7 < 8 < 45) x1GUpE7fL a.G9a 20. AWF RAFTER ro 2-BY RIDGE L>FAA1 2 - 164 COMMON (Af'AiJS) ! - 7'e0131' NAFS 3 - 3. 14 GAGE STARE TDE-NAIL OR FACE NAIL DRAG N0: C-2 4vn s`�<: BAONA�E�. •`• 21. W TO &AID JOSH 3 - 3' COMMON TAF'.o.t35) 4 - Y.0.171' TUNS 4 - J' 14 cADE STARES FACE NAE GOI6G¢^;ZAJTAND CIJ:DLfi{a R1:.36L:i2 2 of 6 8'-0" & 10'-0" WIDE iiFL00R FRAMING PLAN : 16'-0- WIDE FLOOR FRAMING PLAN A-1 svu: I/r-I•d ryo xm sx3 owsxl x 40PL 9LST69t31H rpvt>m a vm ra wf s]xwx vramm x �I]/43103 Glxpl Sil" a 3u rmm"Imsl"A m rimsm s]x"3c w sm c-x .6M0NIV O3 V. WR �li I I I jj ; Ili III II IIIII, I (III Ij III' II IIIII! 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SPECIALTY STRLCR40L ENGINEER 978-943-6869 ALTFANATE DESIGN SOLIITIDas nfutma,msolmuosrsw au EWE SEINU FRM70 Pax PREMIER PORTABLE BUILDINGS 317 FAST SUN: LIKE ROAD SOUTH R110N• IN 38757 wwri' E11eZBiIODMGS.US RE = 05=11ON I GATE OY 01TL 430.18 PROTECT NO.: 171 ORww 9f. 4 M NO] A-1 E -•< JJ3FjJIN I•= i i 12'-0" WIDE w DOOR ENDWALL ELEVA ON A_2 �rqm m g , WE Im I MAN� �1 x 21 1 .. T I' II 14'-0" WIDE w WINDOW 14'-0" WIDE w/ DOOR 2 ENDWALL ELUA ON J ENDWALL ELEVATION A_2 sJt[: t/i•1'd A_I SGa: +/f•,'d 10 12 A-J �J I �I III@III 2z 4 x N I N +sMl /d n• +e c, x r 12r ' ' b• p xr 2C 14'-0" WIDE w DOOR 14'-0" WIDE w DOOR 16'-0" WIDE w WINDOW 4 ENDWALL ELEVATION s ENDWALL ELEVA ON 6 ENDWALL ELEVATION A_2 s"u 1/r•rb• A_2 YYc 1/.•.1'-9' A_2 vim.. +/r•r-o. 16'-0" WIDE w DOOR 7 ENDWALL ELEVA ION 16'-0" WIDE w/ DOOR 6 ENDWALL ELEVATION fl0� naafi SnE •/ aim a b' u Nreaiu WnOa" nm1IOm2 �w rc m p sms.0 10 SECTION � emsa 9ua4i sA-2 ra wr � asmon � 90si a sa name mews me ru rs®eem Nmn ON 118 9QC PSI Approval 2018-05-05 SHEARWALL CHART JOIST CHART BUILDING im OPENING WIDTHS IN MAX. LENGTH OF BUILDING BUILDING WIDTH SINGLE JOIST MEMBER SIZE DOUBLE JOIST MEMBER SIZE ENDWALL 1 T'-"1 SUASISmE PAAE12 AL1)YW181 OYFR He �4 8'-0• Y-r MAX 24'-O' 24'-0' 24'-0• 87-0' 2.6 2.4 6'-W 22'-0' 101-W 18'-0' 101-0' 2.5 2.6 10'-w Y-0' VAX -V-r 30'-0' 30'-r 11'-2' 2m 2.6 6'-0' 20'-0' 12'-0' 28 2.6 11'-2' MAX. 3z-0 JY-0' u•-r 14'-W 2.10 L8 w-V 26'-0' 1w-0' 2.10 2v8 2V-W 10'-r 20'-D' J'-0 WY 31-1 m-r J6'-o• 9'-0' JY-0' 14'-9' 28'-r 14'-0' e'-0• NAX 40'-0 40'-0' w'-0• 9'-r 24'-0' 18'-T 6'-0' wx 12 �ma I I a4 mo mrJ 16'-0" WIDE w DOOR ab4a cn=mr==.P.n nENDWALL ELEVA ON°" it SIDEWALL FRAMING Nms wee eN a .wam m fd ami wam yr,1 M esaE wan 6 aFr tf d If>ml NW M ®WI N Mm:18Y9A J a M 9FKeLL Oa" 6 a¢ sa u 2/MI +a mefli sms pl b IInOR aer./ W.S. f ./v re0 ®CI" • taID m WD ma. b. Wa®mt aimc u m ./ Olanlbs was e9 so e,avta4c. �. PSI EW .Kfo,. mi.x ux 1. nY 11-11 sau a rm0m ia.n m meax w mma wu e f op NmaWos.kWncW.Nmmas OCAIA FLORIDA SHOP zd 9Nrm�"sa�9r2� uu w mman w4. DBA FLORA-BAMA MFG 3082 NE 24TH STREET >, um2a.; m M mm aoac come gat a eisn a M sae OCALA FL 34470 .Nl l®Ir W Mel IADI a a'+1 N" 9aL 10I 0® 69 a ID111 mm1 a eex w.e a mW2 use e. w man n mann a mu wmia avrs emaesa ru is 09 nre 09a PR EM. ` WW�s is> i m"m0®y ®e0msn LOFTED DARN SECTIONS & DETABS " "x a rw snn n of DON VAN GERVE, P.E. u su a a2A.r9 sm Ili SPECl4Ltt SIHUCIURAI. ENCINFER ®.0 ma: oonw N,II 978-943-699 u eru vws Oal ss�.E eim ALTEANATEDESI, W."IS 11 HIOtC a4YA— n • CORNER 0 JOIST DETAIL 1J CONNECTION DETAIL 14 WALL TO RIM JOIST rd A_2 ,-+/r-r-0• i1-2 — 1- f -1'd Q Y. SfRNEFS PAOYDfD IA4 1°ffis¢�measms.-I ..a m. NN PREMIER PORTABLE BUILDINGS arum m s"w we. 317 EAST STATE LINE RW s sa saws s0muc mR N2 named im SOM RILTON, TN =7 1mm ®216 n42x sm• Y9'AIiPRELI}M81}Natis ••�••• 1¢-0nmm "m-"- rammm ,Way >•� 0e) m res u 1m rlas u su a a1.x a sea 861E 4.30.18 Ma a mr N"[ OWI a N NAR PROJECT M0. 17164 CHK BY. 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Li M.10 1[iHMlm .0190.I IrS. 1 56 ielOM SOmi[ M 4L fi90i x 10®4 mS SIRL WINDOW HEADER p WITHOUT STRAP DETAIL A_3 swc lu 19 r sysd i�as'�wi IoWo nilW sm P .iIDl SM OP11ONAL TOP R -�CONNECTION DETAIL 50FUxID mIOK a sa s¢ c-x -'i [ S X �APaI� '/• lm lus prof , GUSSET DETAIL -3 sae l-i/r.l•-o - ENDWALL ++ HEADER DETAIL +9 HEADER DETAIL A_J a".. •u ,F3 sae ws ++ METAL ROOFING SCREW PATTERN MJ rr .I•.i•d Tm9 w tl- rp�l4vhlcQ. v s1 [ODERMEW rnleviarielirn(-eiMm4r In. Pf nda FbAd.3iRt9 we..a..r..H..�dom OCALA FLORIDA SHOP DBA FLORA—BAMA MFG 3082 NE 24TH STREET OCALA FL 34470 PkglfCr.• LOFTED ;—N771 Tmm DETA8.5 DON VAN GERVE. P. SPECvitt SMCnma- ET1aNFEN 978-943-6869 ALANATE�OESIONSOUMONS . •wn'e ai:siiwl • . ri[..umeulmmouauooeml a sow Pfi%M FTAB PREMIER PORTABLE BUILDINGS 317 FAST STATE 181E ROAD Soma n2roN. TN 3W7 xww.wtEaNlMUNGS.US pwc Na: 413alys IW >� erare or 5 0l 6 Pirlmemmm./(M� nm'.r net w too TAM nae@ Jon lt) nnty ••e Ito � mm � ap eae tosr IN i M /; \FLOOR FRAMING PLAN ,µ zevuc t/e•-r-0- (oo um swe oaae) is'\ENDWALL ELEVATION A_e Sae t/"— PSI Approval 2018-05-05 B A M 5 M �>m.rimP.n Jom•mm •uJs %.P� �Pa, m EDP. n nooA Jom • tr d• JJ¢ 1 I I 1 1 I K IP mm�en ItnO•m� Pi eA PeA ECOm nL r1. 1f11n nAm JM Ily J1H W in O IAPOff. SQ R11 eM lu mtenu Imu OFLOOR FRAMING PLAN /„� sue t/r-rd (oe em uu[ oaW'.1 d d oJJua ma m tJm.me d f1 to-0omao tee f61mJ[ n41 to nut 511m eAL WL MR Ran L6T r.T. nn® ItW9 u®ae mu omc�•uumtvrn Item ./Ttl EDT m tmuc 4NOY6 NWI ®.m SWMlm tool J�15./ tm INe . r y. srJJffim 'd I'd JW K�p.� I•y I Y I OPTIONAL PORCH 6 SECTION DETAIL A SIDEWALL ELEVATION A-1 a• r' I/M1t'-e• K Ir smm mom m lomt m np nn¢ Doom rtnl aunt W IV 1101 c JJa JJJan tnP.> %:'\PORCH TOP PLATE DETAIL A-4 sae I-tP"-r K to n�uct® �a•�J w Ir wl r ue sISE (BPJ s¢ ot,k a/.. vi non Ilm•m./ bl mmltl.T w p) r IJac.t®. a JJmI IWS roo mM nou mi mul Jonr / raffi �-' W Pi Stm \POST TO RIM JOIST DETAIL A-e t-W-t•d OPTIONAL PORCH m POST TO TOP PLATE DETAIL M •rs APPROVAL STAMPS tJtttrhic y psi fl �,, rwrn. uan pn.oa.c..�m.ieJJw LL1ttt�ilmeUm I IJ.a.re.ne.da.'P.v.o:e �, OCALA FLORIDA SHOP DBA FLORA-BAMA MFG 3082 NE 24TH STREET OCALA FL UA70 PRanv..' LOFTED BARN OPTIONAL PORCH RM. SECTIONS i DETAILS DON VAN GLRVE. P.E. SPECIALTY STRUCTURAL ENGINEER 976-9E3-6M AL�TFANATERESIGR KUffI0N5 {ttnut®utl�eautloasm FiRBJG SEIb1GFS Pht7F21ED EAB PREMIER PORTABLE BUILDINGS 317 EAST STATE LPIE ROAD SOUTH FULTON. TN 36257 Yh11VPREYlEliBUB RIMUS fML N0.: A-4 Ie..ae 4/8e�F4_ . r JrREMIER PORTABLE BUILDINGS S T A T E O F F L 0 R I D A ( 1 6 0 M P H) W I N D S , ,. M ma.IL1a119N1 a.�I MY an,.. LL a®.c mmnc z x mmrnn sws a �I ,u maawb rmmrncu. uaiauui autlox m omwn aoa m noaoir. m ®.aa.mm sui atrs m a,omoa aat a 1 M OJlPLCin 911E a d�L m0 OSIm RO(IDlix m SmOR m IB61a t®0f a 1!x 0.00 m aS mwuP Nm ms mEW®l l OL4 fllE K.L Wl {tBl2®1Fl mwna a M ID,1116D\ Ba60 �. M W a Yl COagO� 9ql mH1 btl M IQDI.OdO Sa l®I tl M m190RD1m tm<b mwma mr tt.m sdm Hurt arwmsw\auowm,mun Moog tl.IRll OY67P - \ Ori a MI Ol a Illm.ml M m�A]OI WDv. a .0 awramn Wwm,d n.s na,cs tl.u,m a.«x eman.anommr moi tt mmt a ms ncuxs ux na vmmtan[aommstl2 wraisa eaxur,a mma. 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RF�wF G7.jy�i;' h :Y� r o S.TS f r•' u.s S X rt�t'�'4"`'( PORTABLE BUILDINGS SHEET LIST SHEET NUMBER SHEET TfRE C-1 COVER SHEET, WIND LOADING DIAGRAMS & MWFRS TABLE A-1 ANCHORING DETAILS k SCHEDULES Digitally signed by Do n a I ; Donald Van Gerve PE DN: cn=Donald Van d Van �° �� Gerve PE, o=Donald '',,,Van Gerve PE, / ',ou=Specialty Structural Engineer, G OCALA FLORIDA SHOP DBA FLORA-BAMA MFG e rve 3082 ALA 3070 ..email=dvgpe@comc OCET astmet, c=US (r) PR(UECT.• f Date: 2018.04.09 ANCHORING FOR SHEDS 16:57:45-04'00' WIND LOAD MAIN WIND FORCE PRESSURE DIAGRAMS - COVER SHEL7l & COOK NOTES 0 I o� :a= Case �: '��.� � z O A- Case B I I DON VAN GERVE, P.E. SPECKTY STRUCTURAL ENCDM 978-943-6R69 RAU{FANATEBESICNSOLUTIOf15 r �n �a FM m ca sea, va m m tl a t-,a PREMIER PORTABLE BUILDINGS x s2 roa>sF, nia sm tl ,-m 317 FAST STATE LINE ROAD x sa smeaw tl�,-w SOUTH FULTON, TN 38757 WWWRREYIERBU¢NNMUS a aax rasvls atlas ws e\sm a .mr ua tow mama a n.I,c ,w m.noniu.a mn eae RFNSION I 06LfdPRON I WE I 91 WE, 1.5.19 PROJECT N0: 171. GROW rn: rx au rn: Dvc NO NO: C-1 1 %3a llas a A-0 16•sm mX./W K'sna4m axw 1 I III- I I -III..-11 mmlm�me[o 1- ll —_= - 1�1iCw m'�i'n�nc roan 40°�0T¢1NO wn '~400NUI8 ail..-ll!.—!' awmswucsmA•1 - 1..._.f.._-1 1�gvmm.I¢samno musom�a SN3f 1F1101 �ffiE65DL@ll qNR x me1 m 4saw ueln soXasX a siXv M1 �,cm �mloa� a vv®ariol saanaTwsT vts�MaxTa / 1iHEIJX ANCHOR DETAIL �4am¢ rru Tc ao� I z wwmAs soa u[ nAex. - •!Am CRwI 9fADtAI lm-6 3 ♦ ssxnwmmlaavm kl w. Xua riac a 9vo»a NT inuuaA A-1 a SP•10: � P.W m➢LLY. (2)FLOOR FRAMING PLAN A -I o-.,r. V4'— W m sWX oMro[1 GROUND ANCHOR SCHEDULE MODEL A PART A DESCRIPTION I S IJ IM/8 5908 / 5MI 48' t V ROD ./ (1) C MA 4A Y12H3/4 SM/ 59M 487 a JV ROD ./ (1) 6' HELM 4A U1423/4 5912E 42' a 9f ROD ./ (2) 4' HELIX 4A T14a3/4 59086 48' r J'' ROD ./ (2) 4' HEN➢( 4A U12H64 59250 I 36' a JC ROD ./ (1) 4' HIM d (1) 6' HELIX 'A N/A 59065 EYE ANCHOR - 48' X V ./ (1) 6- HELIX 4A N/A 59045 EYE ANCHOR - 48' X (1) 8' HELIX IA M607 59M 60' X i:' ./ (1) 7' HIM 4B N/A 59M EYE ANCHOR W X )s ./ (1) 8' 101M 48 NUMBER OF PADS BY LENGTHUNDER EACH SKID mmmmmmmmmmmmmmmmm ANCHORING FOR 160 M.P.H. WIND SPEED, EXPOSURE 'C' — 3/8" ANCHOR BOLT NUMBER OF ANCHORSI ®1 �• 1 4 ®®®® 1 1 ®®®® 4 1 ®®®® 1 1 70 06: 0000000���� Vill I:JI� NUMBER OF ANCHORS1 E WALL 1 PACINGS VOW, 1 �II mil Mill 1 1 ml�� ' 1 I, 00©©©000000000� � ®D0000©©©000000000 I I 4a sm T i OCALA FLORIDA SHOP DBA FLORA-BAMA MFG 3062 NE STREET FIL 3 I I I OCAIA FL 4470 .e sm PlKVECT.• ANCHORING FOR SHEDS _ • T FASTEmxc sgIEDu1E / wOm EOADwc 3 PAD DETAILS DON VAN GEIK, P.E. SPECIALTY SIRUCNRIL ENfdNEER 978-943-6869 da` ALTEIiNATEOTIP SlI.LUTIONS Tw.141smunmomowam4 EAC:f'06AY7 SERN1�i PRGYPlFD Foe PORTABLE BUILDINGS 317 FIST STATE LINE ROAD i' SCUM RILTON. TN 38257 wAw.PIm1�FmDunmcsus In= DESCmPRON DUE BY I 011F' is.18 I PROJECT ND, 17164 ORATING BC JH CWC BY: D90 ONG No. A-1 ••I ,E5�2Ar em z'xo�erare or •'a.=