HomeMy WebLinkAboutEngineering cr�4���it.�a . - tic,•• 5 .
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Kan uita_Cn,.5ocra(*ary- }nIMScQtGE)1f8171oF
- -� -- RECEIVED
September23,2016
Atex Martens...
Superior Sheds,inr- - .. JU 3 ��1�
2323 S_Volusia Ave
Orange C`ty,FL 32763
ST. Lucie County, Permitting
RE Manuflecturer Ou incation,FD MFT-113;Expiration Date:September 22,2019
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 353,Part I, Florlda Statub=,to manufacture Storage Sheds,Manufactured
Buildings for installation in Florida.. .--
Construction or modiffcatlon on a manufactured building cannot begin until the Third Party
Agency has approved the plans In accordance with the current Florida Building Code. YourThlyd
Party Agency is-a mntractarfar the Department and has statutory authority and responsibilities
'-tial must be met to maintain approved status.You may expect and demand quality-plans
review and inspections _
Each'Code change wilt malce your plans obsolete until they have been reviewed,approved and
indicated[on the cover page ofthe plans]for compliance with the Code by yourThH-d'Party
,':.Agency for plans review.Please ensure thatyour plans are in compliance and are properly
posted on our website.All site-related installatioa-iPues are subject to the local authority
having]urtsdicaon.
The Department's contractor will mato:unannounced monitoring visits at least once each year.
_You must grant complete access to your manufacturing facility and records to remain i n
comprrance with the rutes and regulations ofthis program.
Your certification is approved itirtbree years from this date.You will receive a renewal notice by
EntaI generated by the SCIS( T.:.�-��:�'S4�r!for aOna renewal-If you have questions
you may contact Robert Lorenzo at 850-717-1935 or our FA.at 850-11-1-8436.
Please visit our website at==e=finrie:izc tat zc_t="to see valuable infarmatloh on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
sincerely,
-.0 -
Pull ---�c.
Robert Lorerro
Manu€actured Buildings Program
�'�- cc Professional4!F ice'Tndustries
rZ
S G D S ED� DfNSTALLATION OF DOUBLE WIDE SHED W REQUESTED LOCATION ONJSCHEDULE 40 PVC TO AI1DW FORENT TO PLUM OR SQUARE UNIT TO.HOUSE,FENCE,PROPERLY LINE,ETC. 1 .BUB•D(<G>JS,jPAAC-�D (i�IU�STFR,LOCATIQJV-+THE,PiRSf SECTION OF TH4 DOUBLE WIDE IS ORM.UNIU IS SQUARE AND THE HIGH SPOT OF.THE GROUND.IS ESTABLISHED,THE PIPED, �ATIOLT DP G�2Q(1ND ANO IS(FyELED UP �+•�,--'; ,., ..t��. f
BUILDING 15 BLOCKED•ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE '? igHc) Etj EdD'•'�CEp((E�i�iLNO O7ER`END TO LEVEL. AN.CE THEi _
EVE
..,::...TCO.
BUILDING'IS BROUGHT UP TO LEVEL AND,BLOCKED_ THEN THE CENTER OF THE BUILDING - "'Sc�N `T A(2 T ?�jG(fl 7HE'CORRECT SPACING(SEE TABLE 3).
IS SUPPORTED TO IEVEI.,BLOCKED,AND THEN SHIMMED. e8 UNTO PiACE ANO AGED PARALLEL
.y P.,ED WITH THE - --
3.AFTE R`THE BUILDING IS LEVEL,MORE BLOCKS ARE'ADDED TO ACHIEVE THE CORRECT - $ECTIO�T 0 P�S` DpIMP EP.AT THE LO Wf3Z-CORNER-WITH(1j1'X41• --
SPACING(SEE TABLE 3).. BOLT SND f� SESO a$-F,C{I 'YFjE(9 IEVEiED ANO THE OTHER BOLT HOLES ARE
4.ANCHOR'PLACEMENT IS'ESTABLISHED BY THE WIRD(OF THE BUILDING. HOLES ARE DRI L ED 1.)NED-;DP D:BO SEO ':s.1H8 AEST':QF THE'.HLDCKING LS'THEN.COMPLETED. THIS
30'AUGER ANCHOR ,AT� CODE BNPo •-
THRU THE 2"x4"BOTUOM:'PLATE,.WITH A.1/2'AUGER BR 1/2'EYEBOLT OR OPTIONAL PROCFAURE 1S REEEA'TED FXg I ULMPLE ST;CTIQN SHEDS 11NDL ALL SECTIONS ARE IN PLACE'
1/2 THREADED ROD(FOR A'HIGH SETT-IS SECURED WU THE HOLE. (4,900LB) 4 GROUNE ANCHORS ARE THEN ADaED(SET:via.4B). mDE wLSDN" :.rsan®r®.ausr
5.ANCHORS ARE NOT REOUIRED W THE EIOTTOM PLATE FOR DOORS AND DOORWAYS WITH No 5.ONCE THE BUILDING'IS PROPERLY BLOCKED AND'BOLTED TOGETHER,THE SUPPORT BRACING IS MIMIFACPAn - S1xP9A D[ra
FQOIER(GARAGE'DDORS FOR EXAM REMOVED.
PLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO BIG=Tim
B.IF T}IE 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. cOtlsTwleDDy
.BACKF7LLEb AND SECURED'AS PER THE'DETAIL OR A 1/2'HOLE IS'ORRLED INTO THE CCUSBU VONT Bac
CONCRETE 1-7/2'OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU"THE BOTTOM FEE ELSE SUPTECTON sYsr01 .. :
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" - _ D¢uww '
WEDGE ANCHOR •A1taWAaE A1AIBm sToaEs }!•.
FAM
7;IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2'Td'WEDGE ANCHOR THRU THE
2'x4'BOTTOM,PLATE �®1� GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORSSit=C WIwsPEEmI LE - eaa9+s c
1.BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE NP-1 SINGLE HELIX EYE pvn�vr. Ounsm
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,LB OR EQUAL AVERAGE GNmMAL PRESSM DOE7EnDA i>cu
TABLE TABLE Z TABLE S HOLDING sYSTEMH IS NOT LESS THAN AL4.90DBU LBS. D6RuRrANFE FACTOR 1
ANCH0 CONCRETE I U 5 G� 2 ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
LOCATE ANCHORS PER TABLE 4A OR 4B. F.Cf DEAD LOAD 1w
SHED YADnN UPLIFT(PU)ANCHOR SPAc6(c hTNm WIDTH X1 %2 x3 TYPE-PAD DIM SIO' MAX LOAD. MATfRUI. 3..THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE wor:LNEwo. SPY.**
.2017V 400 S-8' 13'-B'- 1'-101' 1'-10)' 1'-10]• I 2•.8x16• 1778LBS COt1CRETE BLLxac 0 (FLOOR SYSTEM)AND ATTACHED To ANCHOR ��,Ioy �.
CF7dEMAliO'SANDYD( FLOOR wE16V sTn 193-trPs�
.13'-8' 280 3'-6• 11'-B" 2'-e' 6'-4• - 11 4'r6 x16• 350OLSS �NDBEIE BLOCK QUALITY_
CEMENT AND SAND MIX TABLE 4A •R'RVING OF WutS FLOOR.ROOF N/A
--11'-S" 240 3'..6- _ 3O'AUGER ANCHOR SPACING-SINGLE WIDE
iD'-0' 1'-7' C-1D' III 1fi116' 395OLB5 ABS PLASTIC PADS U."a FOR L.M. 1
SHED WIDTH I.W. uPUFT(PLO)END ANCHOR• MAX.!NfERIOR SPACING—200 3'� B'-0" 0'-9' 6'-6• - N 81.8•x16• 1900LB5 CONCRETE BLOC(OUALOY HWOgXNE PROIDvnN)WOE Ip
CEMENT AND:SAND MIX 13'-8"' 7.00 243 OF-W To S-0" L o'-o• HURRICANE SI,WER USAGE _M
160 3'-8'. 6'-0' O'-10' S1", - SAM ON 20o0PW WIL BEARING CAPACTI,(1wOp5F LS Tj?rA) _
120 3•..5• 'VALUES ARE FROM Elm aF JOIST 70 CENTERS OF a14• 11'-8' 6.00 208 0'_.0"TO 3'-0• SQUARE fOOOOE Tm TRNT fin snFc
()4 1.NO11111T OR$DUD CONCRETE BLOCKS(618116•)MAY BE STACKED REVISIONS
SWISS ONLY-13'-8'WIDE SMS FAYE(4)SETS OF SIDES ON PADS FOR HIGH SETS UP TO 40•WITHOUT REINFORCING, 10'-01 5.00 .174 C-0'TO 3•-0' 161-01 DESCRIPTON DATE BY
2 ABS PMS REwOOO ON 11'-8'ARD 1Y-11'WIDE SHEDS ONIX.
..TABLE 3 W-D• 4.00 138 u-WTD.1-0' - 10•...0• . I
SUPPORT FOOTING PAO SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS - 6'-0' 3.00 104 ' Of-If To 31-0' 1o'-0•
.SHED DESCIII. ON PAD MAWUM-LOAD ANO PAD TTPE TABLE B .
30"AUGER ANCHOR SPACING-DOUBLE WIDE
:SHE])�WIO)'tt '7YPE LW(pLF) ENO PAD MAx SPACING ENO PAD SIDE TYPE ADRUNNFR ULTERIOR SIDPAD E RTYPEP SHED WIDTH LW I UPUFT(PLF)END ANCHOR• MA%.INTERIOR SPACING-
_ 0 MITI
SW/ELY. 4.15%332 �0.70 C 6'-0' 1936LB 1,U,LI,OR N 1870LB I,II,IU,OR N 2O'-0" 10.00 400 0'-0.7p 3-0' S•-0•
•,11'=8'" SW/OW eAU/480 0'70 C• W-0• •255BLS I,0,UI,OR N 2558LB 1,11,N,OR N RECEIVtD .Lplp WpIH OF uP107 ON RUNNER W 4/26/18
••LOCATION FROM.END WALL.OF AUGER ANCHOR = .
SW/DW 6:00/400 0"60 6'. n'-0• a4O0lB 1,U,In,OR N 2400L8 I.0,m.OR N- JUN 13 �•MAOYW SPAwNG BETW'E)JNN ANCHORS .N.A
fl.0 SW 400/320 D'TO E fi-0• 202918 I,U.IB,OR N 2133LB I,II,IU,LIR N_ 20 6 NOTEB" ' -1.ANCHOR SPACING'6 DESGBD AS PE$.ASCE-7. (yl ALL,
300%T}0 C To C 6•-0• 165BI6. I,n,N,oq N 186618 1,II,III,OR.N �•Lucie County, 2-
ALL,M0�91RE11FN15 ARE;OFNTvt-TO Nivt .
Permitting 3.THE U911111VAIJUBM OF MCLIGR4 POL'SNFD I5(4).(1)ANCHOR PER FALX CORNER. p 1.'FO PIANS ARE 8NppTT PART`OF THIS
1111TH OF 4A'{Oi'ON RIRINFII' ' AN ANCHORS ARE RMIRED IF SP�=G IS YORE THAN 10'-0• .P�.TT�D ARE COYEWIEq ifY LOCAL
` _ 4.ANCKORS$N BE OIS"N SmE WALLS,EXCEPT WON TASKm 13 PLACED LBM 7a AN 2.TUBS BUILDING 13 IDA*f$aM M E IBC
1 FM 3PMAo 6 F11G.N AOS SP.OF PAD. 01STBN0 BUROM IN WHICH ANCHORS CAN BE PIACD)ON THE END WALLS AS CL656 J 1F1NOW POKSTRYARON POE PPA EtL70N I
2 ISE'IAOiOTHER'77IyyA�FN�E701'PMS SPACING W COLLETS]0 CENIDL TWINE SIDE AS POLE
'S ISE 591E MAmIUY SP2.0 FOA'WTO00R SPACO(6. m l 1015210]IE-006'N OETAOS FSR PROPOt
• - -� --- ___ __ INSTALLATION'RFOUIPEMf74I5.70'YEET000S
k- 1/2-
11U.1210..•cAWARtBD wAvmL _ Ld
♦♦!� w, 11yT.1/2w NUT. Wm+1�•Nur NOfCEf LIR wuNQEmlac eat Z ♦'� :' ocENOPITO fang 1AB9gm1 SE�7• - ETES DILIED TOGETIOR WRH 1124' TIIRU 1':4'BOTTOM PlJOE =BOLT @NUT WIRE(2)111'GWAN® 2 i4'BOTp PLATE NAl1F01/1•COUPLER WASHERS(2Aw19 SIER.CAPACIIT) 2*tie' V EA
EASE
PLAT �1/112•FORCED EYEBOLT' 4. 1/2•x1 400 LEL)CONCRETE WW2.V DTItiD 2x E PBG W�FUAS l •([/EOL TGEIFpL WH 1/2 (SEE TABS 1 FOR SPACNG)NUi WIIR(1)112 CALVMRFD. (, 1mEL 0,N,Ofl N PM WTRI __ (' STATE OFP BLwOl1C AB REQUIRED(SEE TA9fE 211 -U9.1NCRETE SLAB 6Y OTHERS THROUGH CONCRETE STAB BY OTHERS THROUGH / O f�(/
MLO')- CeNCP YIEwE AVCiIOOgR CLIP M EQUAL LOCAL CODES ANO J11RIS'OICDeN LOCAL WOES A10 JURSgCDGN / F P
• 30"FAiTH%d1OFA ANCPOIL. (SEE TABLE 1 FOR SrACMG) Z ��T•• L O R I D ;GN
(- TA9lE a FOR is-, O �j:tCsT'••.,.......
SHED WITH•SKID, SHED WITH SKID S
PAD,OR. BLOCKING ANCHORED TO CONCR( -, SHANCHIORED TOLO�CR��ON !11
SHED 1��\�♦
TIETIE-DOVJN DETAILS'
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PSI APPROVAL 2018-01-18 Side Wall HeaderSchedule(180G) End%1&11 Header Schedule 1800 F� _ -
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CODE INFOR liONn
agdvalatd and ass the M.,d—.span stated. OWE VE—N
1a RUNNERS tIAHI1P/CIIIROI 9�Drpa a®
•I .all a,� elltalNe TYPE
Q satyr rs• mlaniunoN 1rPE va
itftc PRaiFL m xua
qi FutE sWPRE559N s,s7EM cola
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13 y —W a Ir-me Y p a NLnyIaE NWNR VSIGRES
g 'A II 2•MA1C aASC wale SmB µ.-lamps
HYDROVEWT DETAIL SIDE WALL WINDOWS END WAILS WINDOWS & Epaysu+e `
FND WA TRUSS 4"x4" W/2"z4' a14a5uRE ,Nunsm
P 0 & DOORS DOOR 6' WIDE OR LESS
aNRILNAL Panama COEJir,EN, 1/-0.1e
. ^ �IPettIMtE F.Aam I.la
(,I9AI/' Medek, ROGF am Ldn low
G.F. + Nons-olmow]r,Ecme p ae
i RaoF LYE tapps w sp®cora law
-ALL Iy1ET
RING SHALL BE 14 WE l-WIRE MC M E pC:r.�;;l-; FWR o bras lora
. SOURCE N Q -ENWSE w ALL METAL 8o%Es. ,.- f1oaR tNE IGAo sm m31-1nPa mC
DESIGN PRESSURES L O .,]•'.`•,..' •R•RVOIG of WADS F1aeR•RW WA aa'e
RDOF 1+27.8/-94.7 ROOF FRAMING PLAN WIRING DIAGRAM .".:,,.;_:_::. WDIA6 Pty suaaaro
WALLS OODRs ANDD + -293 (OPTIONAL) n.aa..u.:vwam.;al,ra
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w,er,lxrarlman wmN A6 S 101 16AGE Np
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REVISIONS
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Ale rMYNa mmraaa• d a Imo tt mn wmo am„W.4
STANDARD WALL DETAIL lom ex1'col�lo-uaw�mxnwmus notl ¢ a*m«
a'I '1 '] eM rd4s• rpulLnx!511 m InYl1 A•O Y aSIC A L ALL 511mS xN1a41ra55D._[1C AV[]a{N 91.fYGBt
YRrM DOOR 8 WINDOW oPnONS rMlwula lap PAn1 t buL AOE O At Mim
f-a'm 1!-e• a'<m u'_r ->/r�� lxapp 1[Marl
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