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HomeMy WebLinkAboutEngineering ' fir f.•ara`z^.'�,�i�Eu�fr-�i=r�rz�r. Business 1440 Nona, Slee_ SWeS Professional 1 T8°etiisFr,, see •:r.a , r'h,tt'r.: Mi 4377 224- ra? &1 tit 4 64.•7 Ken Lawson,Secretarv. Rick Scott,Govemor September 23, 2016 Alex Martens Superior Sheds, Inc_ RECEIVED 2323 S.Volusia Ave Orange City, FL 32763 MAY 2 4 2013 RE: Manufacturer Certification,ID MFT-113; Expiration Date: September 22,2019 ST. Lucie County, Permitting Dear Alex Martens It is my pleasure to inform you that Superior Sheds,Inc_,located at 2323 S.Volusia Ave,Orange City, FL 32763,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds,Manufactured 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 BUS(` o:'i>abuil,ino_c;e)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 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 i_" A T F IDES ED :3 SETUP AND INSTALLATION OF DOUBLE WIDE SHED t.BUIIZEWC 5 PLACED W REQUESTED LOCATION ON-'SCHEDULE 40 PVC TO AVOW FOR 1 BUOD¢(O 15 PLACET?{N REQU l r I 1(OVE)AENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE, ETC. fsTEA LOCATION.'THE FIRST SECTION OF TFR�DOUBLE WIDE IS 2,ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE *P EDD& ) -EST LOCATION OF GROUND AND IS LEVELED UP. - BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER ENO OF THE ? E�AT TOE'END XENTER.AND OTHER'END TO LEVEL ONCE THE J BUILDING IS O.t000HT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING - �I t(S ,BCOC�CSf,A..R'E ED %iCHIEVE THE:CORRECT SPACING(SEE TABLE 3). IS SUoPC/R(m TO LEVEL,BLOCKEp,AND THEN SHIMMED. y5 St+w IS .INFO PLACE AND UNLOADED PARALLEL WITH THE -- 3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT THS SECTIO "TWO SE lDNS..yARtEE CPNNECIFD AT THE LOWER CORNER WITH(1 i4;• - T U� SPACING(SEE TABLE 3). BOLT.ANO,I(IJT.:'.TIiE,',SECONp.:S-N IS tHEN LEVELED AND THE OTHER BOLT H ARE 4.ANCHOR PLACEMENT 5 ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRUM Fn LINED UP AND.-BOLTI;f)'SEGURE. THE REST OF THE BLOCKING 15 THEN COMPLETED. THIS 7HRU THE 27X4•BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2'EYEBOLT OR OPTIONAL 30"AUGER ANCHOR PROCEDURE IS:REPEATED-FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE CODE WF A TION 1/2-THREADED ROD FOR A-HIGH (4,900LB) 4.GROUND ANCHORS ARE THEN AbDED SEE TABLE 4B. OBOE VE14M .u,rm.s Asrs-T / ( SET•) IS LATE FO THOU THE HOLE ( ) 5.ANCHORS ARE NOi REQUIRED W THE F1D7TDM PLATE FOR DOORS AND DOORWAYS WITH NO S.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS YNINrAOTA.� alOm.ams FOOTER(GARAGE DOORS FOR EXAMPLE). HEARER DESIGN TRANSFERS THESE LOADS. REMOVED. 4DBI9 TNS 6. IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30'AUGER ANCHOR AND 6.ANCHORS ARE NOT REOI11Rm IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO MIDI TYR BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE CONCRETE 1-1/2.OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM pR�IppIE14011 m1O( Hort PLATE AND ANA SIMPSON A-24(OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2' omNWlXx aauq - R. ... 7. IF THE UNIT LSA'NO FLOOR' OPTION,ANCHOR WITH 1/2'x5-WEDGE ANCHOR THRU THE Aua*Mu N N=Or IOpQ f 2'x4'BOTTOM.PLATE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHOR Doc"ID SPEED ' IDP®.E 1. BUILDING ANCHORS SHALL BE (MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL VA OR EQUAL AVERAGE «��PRESSURE warloelLr HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. ANC )RING TO SKID RUNINE I SPACING' F III)TYPES TABLE Z LE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 4B. ROOF M/W Iu0 uwr SHED WIDTH UPLIFT(PLF)ANCHOR SPACING BI®*am X1 X2 XS jrfPEPADIENSIDILS MAX LOAD• MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ADO,LAE LOAD20'-0' 400 Yom' 13'-B' 1'-f0�' 1•-10f• 1'-lqr 116' 1778LB5 CONCRETE BLOCK DUALffY (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. F1m11 OF/o In•013'--0' 2a0 Y•d 11'-a' 2-6' a'-4" - , I3500LBS 'DNL-11 BLOCK QUAUIY T BLE 4A FLXR LFc LOAD'OMEN AND SAND MIX 3O•AUGER ANCHOR SPACING-SINGLE WIDETY HVAC OF""ROIL mw NAA11'-9' 240 Y-6 10'-0• 1'-7' 1C-10' - x16• 3950LBS ABS PLASTIC PADS - SHED WIDTH LW UPUFr(PLP)ENO ANCHOR•MAX.INTERIOR SPACING•'Y$ B'-0' 0'-9• 6'-6• - 'x16' 19ao1B5 C BLOCK OMIX HURRICANE-PIIORCIION H1sADE w CEMENT AND SANG NIX 13'-B" 7.00 243 C-0'TO Yd 10'-0' H LW.A/E SHELTER MARC 1A. a'-0' fa0 Y E e'-D" W-10• 51", - BASED ON 2DOas SO5 BOvaLO CAPACRY(2000PSF 6 TYPICAL) 6'-0' 120 3'�• 'AIDES ARE FROM ENC OF JOIST TO CENTERS M(2)4•x4• OR SOLID CONCRETE BLOCS(E-a'.I q MAY BE STACKED NOTES 11'-a' 6.00 206 0-0"W Y-d' 10-0• Sam REVISIONS '�txw a tNsc slurs ONLY.tr-B•SIDE SHEDS HAAS(4)SETS OF Slmi GH PADS FOR HIGH SETS UP TO 4.'WITHOUT REINFORCING. 10'-0' &CID 174 0'-O'10 Yd f0'-0' DESLTRPTON DATE BY 2.ABS PAM REQUIRED ON 11'-R'AND IS-R'WIDE SHEDS ONLY. TABLE 3 6'-B' 4.W 135 aa'm I-v - 10'-GP SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS I 6'-0' 3.00 104 1 Od 10 Y-w 1C-0P SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B SHED WIDTH TYPE LW(PLF) ENO PAD MAIL SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING-DOUBLE WIDE PAD TYPE PAD PAD TYPE SHED WIDTH R-VI• UPLIFT(PLF)END ANCHOR-IMAX INTERIOR SPACINLr•• 13'=p• SW/DW 4.15/332 Or TO Ir 61-D• 1936LB I,11,III,OR N 167918 1,n,uI,DR.N-:RECEIVED 20'-0' 10.00 400 0-0'703-D" 6'-0' u) u... MRH 1'-9'- SW/OW 6A0/4a0 0'TO it• a--w 2556LB 1,B,III.OR N 2556LB LII111OR N 0 Iw LON wUiN OF I1PLR ON pLyNER 11J 4/26/16 SW/oW am/400 Or m f a•-0• 24ORD 4 E.III.oR N 240MB LII.19,OR N lDCXTADN E DU END WALL OF AUGER ANCHORY 2 4'41% " MAXIMUM SPM]NG BETWEEN ANCHORS N A 9W 4A0%3Y0 0"W S W-W 202KO I,B.III,OR N 2133LO I11IISN NOTESPefmiLlinQ 1.AWNDR SPACING 6 DESWEA':'D AS PER ASCE-7. (y) ALL 3.00/2 0 YTD a' a'-D` 1MaLB 1.n.m.oR N t6661B Iu16County, 1 AIL MEASUREMENTS ARE CENTER-TO-CENTIX MORAL NOTES 3.THE L"UM NUMBER OF MOMS PER SHED 6(4).(1)ANCHOR PER EACH CORNER. Q 1.FO PUNS ARE yyppTT PFR(OF TI-05 LLVO WmH OF APlBT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REQUIRED 6 SPACING IS MORE THAN 10'-0' PUN$ELAND ARE GWEREED(♦Y LOCAL �( BETWEEN Mofori. \ JUNSDICIION. 4.ANCHORS SNAL BE ON SLOE WALLS EXCEPT WMEH THE�SHFD 6 RACED NEXT TO AN 1.►AD SPACING H END 10 CENTER A PID. EXISTING BUIIDRC;IN WHICH ANCHORS CAN BE PIACIV ON THE ENO WALLS AS CLOSE LE.I 2 ENERGY CONSERVATION CODE PER SECTION ' THIS BUILDING IS EXEMPT FROM THE FIBC 3-USE OMDA X%W FISP PADS OR ANO 6 CFNIDI G.CENIUL TO THE 9DE AS POSSIBLE J 10152L 3.115E SANE MAXWW SPACING fOfl INTERIOR SPACING. - m 1 REFER TO TIE DOWN DETAES FOR PROPER ' - - --- --- ---- - INSTALLATION ROXIRE)En5 70 MW CODE I -- -- - p ``11111111111111' (,� `� GyY1 T. 8a i� 1'x2'WLYW>ff0 WASHER - - J �\`e ,,..•••••••••••,,"1 /// 211•rxvIm 1 2"WASHERNUT WITH 1/2'NUT 1/2.1NRBAOED no0 �,.•" -"•..,Q // w71N 1/2'ROD OPTIONAL Fan 1xTH - \ 'C f vCiENSf 1/f THREADED RODNOTCH OR COUNTERSINK BOLT _Z ETES BOLTED TOGETHER-G 1/2'a' \ �. DPI1aNE1 F011'fnGll SET• THRU 2'x4'BORON PULE TNXW k NUT WITH(2)2'xE CALVAN® 1/1'CWPLEA �: 1/2'COUPLER WASHERS(2.000lB SHEAR CAPAGRY) :: 2'x4'SO M7E TINTED I 1/2112'FORGED LTTBOLT ,� 10 2'..'P.T.MSE = r . _L4•MW. 1/2'xS'(1m lB.)CONCRETE LO) . I WEDGE ANCIWR IND SLl9 _ IAEL Q • ,;C' ,/5= . ,. Tr'(S 211'P.T.BOTTOM PLATE L • .RTES BOLTED TOGO( WITH 1/2.10• (SEE TAKE 1 FDR SPA:LNG) :4 SOV A NUT Wm1(2)212'-VANOED 1TPE L D.III OR N PAD WTI11 _ ('� i :• STATE OF ` W/94T5(O.OaCB STEM CAP ALAN EUDOCING AS REQUIRED(SEE TABU 3). 1/2'x5'(1O0 MSON A-24 CONCRETE SLAB 6Y OTHERS THROUGH CONCRETE SLAB BY OTHERS THACUGH I 0•, ,' \ '� II CONW'WE'OGE M.W.WA CLIP OR EQUAL LOCAL CODES AND MWOM" LOCAL CODES AND JURSNO Z /i T••. OL O R LO N :• \\ 30'EARTH AUCEA ANC110R.--�/ti�IIT R,E TABLE 1 FOR SPACING) / n�N r•� � (SEE TABLE 4 FOR SPACING) Q //`S1''••..............••' C2 1\ SHED WITH SKID ANCHORED SHED VTOHCONCRET7 .-SKIDSH D WIITH ' TOFLCONCRETER' OPT ON //'�1S IO N A L SS?%`` TO PAD ORB 0 KIN _ - -J Mdtth.w T-Bold.l.P.E. _ TIE-DOWN DETAILS j P.m.u..... 546Da z sAD-1 0F 1 . . PSI APPROVAL 2018-01-18 End Wall Header Schedule 1e0c Side Wall Header Schedule(18001 F - FastsnRa strep D4ALUMINUM ROOF SHEATHINGup to Ild YN 1,4v Wid. Fandenrs rd sUep 5bayt Mes.Spa, NJpI (sato udxc ./�t _ 0'-0'WAX. ex. Pr rah nd) 141:RP C- 0 9-9'x 0.191'oda p NJ-Nmbrofjeck duds rsq-d to Import ii-h 45N'WlY4' a-0' nds - e.T d values ve 6 Na.2 Bade SprucePinsFir kanbar. d No Jetlt dun.dr 2.e athsn Idd Id. b.NJ-Numbr oljack studs,.Wkd to.uppod each end e.Windav hrdw h vAndm WaIings the hsw man then 50%combined said wall ebx ­1 use door herder..heed•. d.Sr hsxdr dddlr 6r dtemets Iryauh,La 22.4'or 4'x4•P.T. e.The hedr. a etachd to the lop pleb end thus haw the comtlnd atreVh s t «uooe so nYYp�,s CODE IRFORMAT10N eaTdwlnR W ur the mexlmum span add. caoE vEnSOM _. 1s RIIIYFM MNIIFACTWNN `I ass ter taaaNc TRC WNSTRIn.1s1N TRE - sra FnE PRatEGRON .n i ne:r1PPnEs9dR smell 2's4'TRUSS E'� a r�rss"we a,N:RN°-°p a:s• otxa~ O 24'O.C. II 'ry�,us s s•ssnas slf AU09AlE Ramet ow SI91i5 .,rax as s¢.cnwa 3'MAIC MAS NO SKM ENoWA TRUSS HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS ac p°0a•a ` (OPTIONAL) h4 DOORS DOOR 6' WIDE OR LESS 4"x4" W/2"x4" DluoslRtc paper WORK Prxss,a t mEST,OOn ./-ate UPOKUM FAGIOR us G.F.I. �+ etted.k. Raaf wo tow tern OUTLET xOTF OpnO,N�„-J a rove ["j Com-'i appF IAc lap snsr r sr sae uam -ALL WIRING SHALL M 14 WGE 3-WRE MC MLL F s �• © -DMASE IN ALL WAL 9oxE5. DESIGN PRESSURES SOURCE N .;, r 1::111- stn0a tAL lap am urs-,sear sn, L IL © T•MTMa Mus namRoof V. ROOF+27a-9411 ROOF FRAMING PLAN WIRING DIAGRAM (OPTIONAL) ALLS DOORS +l2J5-292 s.w,rws.cu.,hgn lF`' Huel'.Mx PFATOMMIN Ur9E r hwchsnrua�r r�iwn taNRUWE SIELTEA V6ME No r assx rr• °O NA a beoe tou,ohp war ���r� Tn rn.r sm ssr REVMNS r�'m"• u arAr r' R DESCRIPTON DATE BY sxu�n'uomo""`x a xor r e< pair MYC MLLEL Ode: D 12/12/17 A• Z O� aH sae.ua to rii N/A a e�CrMAC nms nw4a Z N SS-B-1tWCR1 ,� naa r.,,Rr C w —un Noor hqµa Tr rtw ase uo ass xt Snr.Tones m ule rtAl[ J a ra MON4 O OaAbf nuY M Is OIG.t[aW[M�nah xunYNHs aR 4am' M xIgIP eaNlAroN 6 a/`-10°"'"• STANDARD WALL DETAIL wn: v ^� Q � m fa•m,Y-Y 19 s, .F- �fed m,Yr' ,u PATH DOOR A,WINDOW OPTIONS 41� �[� in Q yr•rtiXmo 9c�NrIM.'ars.s Q 4 steunu"a wuh bo Sa.2 Mu WM Ilh eo'MNYW ELEVATION CROSS-SECTION END ELEVATION fd•..T..Rnani- swat row oafwui" s,Eu w N0f` o°o°"mva ro r Parwm oR shlE en ansxs rr uhva _ y ARCH FRAkIFRITH 9R sbMi.min awmn♦vo -Li-%�,.ra Ws. y O T .ui Aoo a� iu¢T ni 4w WY ssrsrumxs ' v� prru?x vY�tTK swvs ur sc son.vow ucrwhk Wfbna pu Ytrors:r"aomrIIiu6r'rhhiImm:e�a artwwc TABLE 2 M arab a, p m z �� „•-r r� T. to rr un nx r-p' r-w .r _ LL �� .•VGEN$f"'•'•.�jy m rn•ux su s� i j < 4", ' i �e"wi'ne>�•a!r 4c ��!�: STATE ;i ry m.Sml s/f,aa nrscum �.Q .s�perua s:+x .I �/� `ORIDP I ., ., ., - +sar-o•m,r-s• �___ ____ ____ ____ ____ ___ ____ ____ _ MetlbeW T.9oldeln P.E. ____ ____ ____ ____ ____ __ ___ C Florida Ocenr 64fi0e ENO ELEVATION END ELEVATION oar ase ea rr - Z Wmsaur nGOR GARAGEh ooru FI nna PRAAIMn of ell m sN�•t SSB-1 OF 1