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HomeMy WebLinkAboutEngineering FW Manufach red Buddug F rograrn Business 1940 North Monroe Street. Sure 90A Professional Talahassee Fiona 32399.0772 F'h,ne 8504871824• Fax 8s�ast48436 Ken Lawson,Secretary Rick Scott,Governor September 23, 2016 Alex Martens ILE Superior Sheds,Inc. 2323 S. Volusia Ave Orange City, FL 32763 FCOPY RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 RECEIVEJ___ Dear Alex MartensIt is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S.Volusia Ave, Orang MAY U 4 �Q1City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for ST. Lucie Countunder Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds, Manufactured y, Pe Buildings for installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities 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 Third 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 visits at least once each year. 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 (wv✓wJloridabui din .o )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.,viw.fioridabuiidiinng•oro to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries SETUP AND INSTALLATION bF SINGLE WIDE SHED �Q SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR (I 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THS DOUBLE WIDE IS MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE.PROPERTY LINE, ETC. Jl PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. �'�'�•�,''t-'�' 2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL. ONCE THE l��.�'E�1�,. `Y3r7IQy�,:.I;1'f�, ILDIM NG IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE TNI( BUILDING IS LEVEL. BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). BU BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING II 3.THE NESECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE - ` IS SUPPORTED TO LEVEL. BLOCKED.AND THEN SHIMMED. �..Ilfl/1 FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1k'x4l' 3.AFTER THE BUILDING IS LEVEL.MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE SPACING(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS EN �-' - - 4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30•AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INF 710N THRU THE 2"x4'BOTTOM PLATE WITH A 1/2'AUGER BIT. 1/2"EYEBOLT OR OPTIONAL (4 900LB) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). mo[YTaNON >�T NW�`A1CF7 1/2'THREADED ROD (FOR A'HIGH SET) IS SECURED THRU THE HOLE. 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING ISAM 5.ANCHORS ARE NOT REQUIRED W THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. I11RD110 TPE FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT R gLNR Q IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO ,DI6TRIAEOM TP[ w 6.IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30-AUGER ANCHOR AND FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FEE molumm BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE CONCRETE 1-1/2.OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM ftwE s:RRESSOOM sYsr01 ,ec PLATE AND A SIMPSON A-24(OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" ALLOYi!MAIBu Nr smRRs WEDGE ANCHOR. 7.IF THE UNIT ISA'NO FLOOR'OPTION,ANCHOR WITH 1/2•x5'WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS awc NND SPEED w-14R..x 2'x4"BOTTOM,PLATE. 1.BUILDING ANCHORS SWILL BE 'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE DN.taeOlE �® AUGER ANCHOR BY HOME PRIDE OF BRISTOL.V0. OR EQUAL. AVERAGE YneANrL �mFFFlrrNr •A_W,R ABLE TAB Z TABLE 3A HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. ABaRmNCE rte„ ,,,4 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). CONCRETEANCH)RING TO K LOCATE ANCHORS PER TABLE 4A OR 48. Rmx orb�° ,w SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED Wum YL X2 x3 TYPE PAD DIMENSIONS MAX.LOAD' MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE Roux LIVE LOAN JVP s m CO LCR B CK 0 (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. -Orin Ino ,R 20'-0" 400 S-6- 13'-8" 1'-tOf' t'-10f" 1'-tOf- 1 2.8•x18' 1778M CEMENT ANWfrD nom ORE Ino Olga tsv-,strP art. ra%ff 13'-8• 2B0 3-6' 11'-8' 2'-E' 8'-4' - 11 4'xB'x16' 35o0LB5 CEMENT AND SAND MIX TABLE 4A �•RATNc a RAILT,r1n/R.Noor N/A 30"AUGER ANCHOR SPACING -SINGLE WIDE Y0p1a�„IUDRc 11'-8" 240 S-6- 10'-0' V-7- 6'-10- - IN 16-x16- 395OLOS ABS PLASTIC PADS SHED WIDTH LW UPIJR(PLF)DID ANCHOR"MAX.9101DR SPACING.. ,sABBnJE PRON¢O1uN use[ NR 10'-0" 200 S-6' 8'-0" 0'-9. 6'-6' - N B'xB-x16• 1900185 OUALffY CEMENT AND SAND MIX 13'-8• 7.00 243 0-0.10 S-O" 10'-0- ��usFac KR 6'_D• ISO 3-• 6'-D" 0'-10- 51-. _ BASED ON 2000PSF SON.KF CAPACITY(2000PSF 6 T)'PICAL) 11'-B' 6.00 208 0-0'TO 34 10'-0- fT10TIGE ,An TKNN Ts x1Af. NOTESREVISIONS 6'_0• 120 3-0- •VALUCS ARE FROM END OF JOIST TO CEXRM OF(2)414' 1.INDLLOY ON SOLO CONCRETE BLOCKS(1'm'xl6'MAY BE STACxm 10'-D• 6.00 174 Od IDS-O' 10'-0- DESCRIPTION DATE BY SINGS ONLY.13'-e-WOE Alms 11NE(4)SETS OF SIMS. ON PMS FOR OUCH SETS W TO M'WOOIrt REWCRCMG. 2.ABS PAI$REMOVED m 11'e•A)Ilf-Ir�ED. 136 0-0'M 3-d 10'-0' B'-D" 4.ao TABLE 3 6'_0• 3.00 1a Ir-0•To S-0' 1o'-0' SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE k DOUBLE WIDE SHEDS SHED DESCRIPTION PW MAXIMUM LOW AND PAD TYPE MAY O 4 2018 TABLE B 30'AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH TYPE LW(" END PAD MAX.SPACING END PAD SPWRUNNER INTERIOR SIDE RUNNER ST.Lucie CTYPE PAD PAD TYPEounty,Permitting SMED WIDTH LW UPLIFT(PCF)END ANCHOR••MAx.INTERIOR SPACING••• Cn onP„M 13'-8' SW/DW 4.15/332 V 10 6' 6'-0• 1936LB I,1,10,OR N 1879LO I,II,18,OR N 20'-0• 10.00 400 0-O'To S-0' 6'-0' Q out: 11'-8- SW/DW 6.00/480 Ir TO 6' W-0- 286BLB I,1.6.OR IV 255BL8 I,It,YI, «�����OF��ANCHOR = 4/26/16 10'-0' SW/OW 5.00/400 0'TO 8- 8'-0' 240IXB 1,Y,II,OR N 240018 I,it,YI, RE COPY •"MAXIMUM SPS BE7BEFN NIOOVS (n 7:: ALL 8'-0" SW 4.00/320 ?70 5 6'-0• 202918 1,1,IN.OR N 2133LB I.it.6, 1�Mp SPACING 6 pEVGNEO As PER ASCE-7. )11 I ALL MEASUREMENTS ARE CENINER-70-CENTEPt. GENERAL NOTES 6'-0" SOY 3.00/240 0'TO 6- 6'-0- 185aLB 1.V,IN,OR N 1856LB I,11,IN,DR. 1 THE IYrW M/!FA OF ANGORS PER SHED 5(4).(1)ANmm PFN ECC COrMM Q 1.FO S E OF THS ApryIONML KNOWN ANCHORS AM REQUIRED f SPACING 6 LOIS T1WN 10•-0' PIAN SET AND ARE Y LOCAL NOTES I Oi IlPlrf ON RLNNFA BEr*M4.ANGORS S ON SIE WALLS OEM W1EN THE SHED 6 FLACON NEM TO AN 2.7N5 BOILING K EXFROM THE FBC 1.PM SPAM 6 OO M CENTER OF PM. DMMON;BUILDING;N Wl ANGORS CAN 6E PLACED ON THE END SMAS M OD5E J 10ENERGY CONSEAVATOSECTION 2.PMS OWER MW ENO PAW SPACING 6 CUM TO CEMER. 70 111E SIDE AS 1'oowL ].USE 9ALE LIAXWIIRA SPACING fm NIEDOR SPACING. OJ 3.REFER TO TE-DOMR PNOPER M791ATON REQUIRMEET CODE. Q WIT `%11 . ........... 2•.2.OAL1/A1/2ID WAVER C O WIM 1/2-NRnT1/2-TININEAOFD ROD Z `�� ' \CENSE •,..�i% (1/�22- GALVANIZED WASHER NPTIDna FOR MIGH SET' NOTION OR•pWUN 80.1 WIN 1/r NurRU 2-TI/IFAOm ROD EYES BOLTED 111CflHF-.Writs 1/2-x2.ED 1/2'COIPIER 2'N'BOTidI PUTE HARED OPTIC I '1X91 Sfl BOLT k NUT WON(2)212-IIALVAARFD I 1/2.OOIPIFR - NAV E)6 C2Dml!sIEAR niPAClT1� 1/2',s•(100 UL)CGNCAmTo z-A'P.v 1MSE Ly)PLATE U) •FORGED EYEBOLT a ,. A W 2'r P�ZBOTT0�11NAR(SEErAiILE 1 Fm sPANXNc) x--- STATE OCD t�Mm wIM t/z-xr ---B )2'x2'GAWANOED TYPEL Y, , 1 2'a3'(4m LB.) SMPSON A-24 COMEDO[SOB BY 011NER5 iMRDIxi1 LAL E SLAB BY DIMERS SIPM OAP BOMBIG AS REDI1Nm(SEE T S). � RCLP OR EOIML LOCAL CODES AND AUR60OTON LOCAL mOFS AND JUR601CIIONZA AUGER ANOIOR TANG 1 FOR SPACING) QE 4 Fm VACNG, SHED WITH SKID SHED WITH 'NO FLOOR' OPTION �NA1 SHED WITH SKID ANCHORED TO CONCRETE ANCHORED TO CONCRETE TO PAD OR BLOCKING MobuR.bJRin,6PX TIE-DOWN DETAILS U) Sh..t: AD-1 OF 1 PSI APPROVAL 2018-01-18 Side Wall Header Schedule 0 80C) End Mil Header Schedule 18OC rh� st•ryl Nu.spew ruff] F•stw.xe wro a12R ,, _ X" Bulldln vwoct, Iexn rrdNc{ - ' D4N-UNINW ROOF SNEA7HWG SW pts 4 i Festmere Metnp icr-0•Mx, M..Spn s-!•R 0.131'rl°A° a )vdk 4Y4'w2'x4' B-0• 1 e-rx0.1li'nads 0NJ-wnbrdlsar scuts l•Ru1-sd toeween seen s,d. r.Li a � a.NJ-N d valu°s,k 6 No.2 gads ..W d ln►Flr XYnber. a No Jsdx dub,but Le akin Ida td. — b.NJ-Number dlacX studs requvad to support each and w ,7: c. Window heeds,to window openings the hm mon than 50%combined stud w p atxse W® and below,otherwise use doe header schedde. 2 d.See header details br alts,nate layouts,i.e.23'x4'or 48x4'P.T. .= � oss ' . e.The hinder-cen be n..hed to the tW plate and thus haw the earnbined strength .omrRAer,uu ro CODE I FOR ON equivalent and use the msxlmum spn apd d. I CORE yDRRgN 1s, WI1HrFr510JAWAMININ ,I ,Pu sna aleteR TWE OCBNSIRIICIIBN TIDE v-a s�rAnuxc s M ARE PRerEM" NON[ •� i ,IRE SIFHIE4pN S,EIE11 tura ee s 1/1'neWoW o z4.7R0t!�55 � E r-!os m ruu a ONu• ''''' amlPNar sows, MR. Au.Wr WAR.or sa+as 1;i roWNurA n•ie�,n+enue 2'NAL B WRM SPEEB ,.o./. E2fo *A. TRUSS - HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS kENnnsuEcuaIRa ° (OPTIONALI h DOORS DOOR b' WIDE OR LESan S 4'x4'W/2'x4' naxosm ERNAL PRIWKXE CDEERaExr .�-6r• NP—ANCE 1XION r.0 G.F-I. �+ asnteA, ROOF DEre IRAs ,w OUTLET Nm6- etErrRa PSI RaoF u.E UND asr a amR PaNr u v -ALL WIRdrG SHALL BE 14 GAGE 3-WIRE NC L tE. c0:l n.':'r.: nDON 0f1p ILIAD SOURCE N © -ENCASE IN ALL METAL BOXES. ..-, __LLre sin,e•s-,aMR!ort. DESIGN T.9.-27A/-94.71 RESSURES L N RATat w�•rte•Roar ROOF+27a-94.7 ROOF FRAMING PLAN WIRING DIAGRAM •'•���= uoeuEs PER oRuxwc , +32a-ass (OPTIONAL) r.n..4ewYAr.erraeN le IaIRroDVrE PROfRTDN IaArf xo rs.marR,s.vn MNINI'.1NE.0301 u.ASE w a R.Aa ra• -- - -- om s.0 -" �, ,�. SGIAve:—AM REVISIONS rir'rasrAs aAuea a N'r REV DESCRIPTON DATE BY _ sW.ne�ic �xi Y YAx W oEoa•'� 1�A W 6.AeOr sw�Iwi-s _Z MIS _1 12/12/17 ort ARu Z O aolE n,.a N E N/A a�nus w Mr H a�cYAi rros•saMan Z V) - SS-B-IBOCRI . „ms,nWAra d .mv'0�°um N nwa M[Nor Pun P,rie nwl sn.Wo IxE snlm swam w na.u,E _J >�wRo)rc s"`o r�wa1g1Lu ra rx owm msrwrmN ` s,s., xrm s•a• mxnialme u• seenoN oIs _ u h SN'ia;,;;• R�'-10p"'"' STANDARD WALL DETAIL sere rm uaenu..r wwu a �_ .�Rww-OroeL"on �'P0°p1�•s.""' WITH DOOR 8:WINDOW OPTIONS mNmlwnupspuyu�e%M1mm�Wru Ydbuswr F O vuCi Y-o•ro,Y-•' Ys•ro IY-a' _Y•'ftmoss wu u raYm U �c art¢a'upi nID3 Vl U sAutTers aYU Wo oo.rt.WLL xAK.W m•YW W ELEVATION CROSS-SECTION END ELEVATION ea _My tr wPem nuH Dao-wu.ni rwcNxas W ,e s,wsrRrm oN_sm e.oMou mu mcx Of TY%A ARCH _ w0H DOOR , .wo -Y4'R,.tAe '�lAx— N , vRplNooRs up pmu ra Wo,ni M."Yrur�noNz 'no la_ s_,_ s�xtis_ .waulo zmvnuwi 4dbors y�Wy uN E e Erc m Imv ff1 nasE N _ __ --- _ TABLE IeLv4 vmsxo� i,:6r',xi.tom.B[No Dors Ipr www[ --- -___ ,r< (e syr-ve rw rb• _%CENS,,••`•,.!y�i it ILL] 77T I STATE ,,.:rmN1Y:rac wno+io ��•• ::(V� FAO R 10 roe rears .........aPK oNwlll.:we i FS .. If 11 1 Nottn.w T.eamRm P.E. ---- END ELEVATION Z no---- --- rmo Ooenm e460a - END ELEVATION � Wmrart DDDR WH CARAG_DOOR neo.,oRc a snmu:rw:ar D Ex,ar oosaY FLOOR FRAMING PLAN m SSB-1 OF