HomeMy WebLinkAboutEngineering RECEIVED WOW FLA Manufactured Balding Program
Busines AUG 2 0 2018 194oNorth M su4e90A
Professra( Tallahassee, Florida 32399-0772
ST. Lucie Counq f'ermitting Phone;050,487.1824•Faai 850.414.8436
Reguladon
Ken Lawson,Secretary R1ckSco%GoVemor
September 23,2016
Alex Martens0
i
Superior Sheds,Inc.
2323 S.Volusia Ave
L-E C
Orange City, FL 32763
RE: Manufacturer Certification,ID 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 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 BCIS(www.floridabuilding.oro)for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-2835 or our FAX at 850-414-8436.
Please visit our website at.www.floridabuilding.org 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 OF SINGLE WIDE SHED Q7a�CETV
SETUP AND INSTALLATION OF DOUBLE WIDE SHED1.BUILDING,IS.PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FORi.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE ISMOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE.PROPERTY LINE, ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED•THE BUILDING IS BLOCKED ON THE HIGH SPOT MND LEVELED. THE OTHER END OF THE2.BLOCKS ARE THEN PLACED AT THE FDO,CENTER,AND OTHER END TO LEVEL ONCE THEBUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN 7HE CENTER OF THE BUILDINGBUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3).IS SUPPORTED O LEVEL,BLOCKED,AND THEN SHIMMED. 3.THE NEXT SECTION OF THE SHED IS BACKED_IWO PLACE AND UNLOADED PARALLEL WITH THE3.AFTER THE BUILDING IS LEVEL• MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECTFIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)j'x43'
SPACING(SEE TABLE 3). BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED ANO THE OTHER BOLT HOLES ARELINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFO TION
THRU THE 2'x4°BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2"EYEBOLT OR OPTIONAL CGDE VERSION Fec 2RIT eu rs11�A4_7
4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 48).1/2"THRFJ10E0 ROD(FORA°HIGH SETT IS SECURED THRU THE HOLE. WRUFKIURER5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING ISREMOVED. BWDNG TIPEFOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESICN'TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO mNslRUGmR TTP[6.IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30'AUGER ANCHORFOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE PROTECTION NOFa
BACKFILLED AND SECURED AS PER THE DETAIL ORA yy{//���FgLISFC:H.R
DINIFIS E suP,RESSGN srsaCONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT rHE TTOM oc�PA+xY
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECUREDWITH 1/' !1I f T 2 Q ZO1B AUDWAmE sTwEsWEDGE ANCHOR. '[ry��•_7.IF THE UNITIS A'NO FLOOR'OPTION,ANCHOR WRH 1/2'45- THRU THE 111111•.,P�rnll((IITg GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BASIC WND SPEED r.-I®
2•x4'BOTTOM PLATE. _.._.....�� EXPOSURE C
• 1.BUILDING ANCHORS SHALL.BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE 6ICIQSURE DI6oSm
AUGER ANCHOR BY HOME PRIDE OF BRISTOL.VA OR EQUAL AVERAGE eREWLLL PRF53UXE COEFFICIENT
TABLE 1 TABLE 2 TABLE 3A N9R HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. ONCE FACTOR ,
ANCHORING TO Cl SKID RUNNER SPACING' PAD TYPES 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). Poor Duo Lao IOF7F
LOCATE ANCHORS PER TABLE 4A OR 4B.
SHED WIDTH UPLIFT(PIF)ANCHOR SPACING SHED WIDTH x1 X2 x3 TYPE PAD DIMENSIONS MAK.LOAD' MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF INE Lao aaPs on Ooa.
20'-0" 400 3•-6• 13'-B' I'-IOf' 1'-1 O]' 1'-10)' I 2'48'x16' 1771115 CONCRETE BLOCK QUALITY (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. FLOOR DUD LOAD ess
CEMENT AND SAND MIX FLOOR UVE IDM sIa TSIs-ITSP51 aPr.
13'-8" 280 3'-41' 11'-B" 2'-B' 6'-4' - II 448x16" 3500LBS CONCREEE BLOCK QUALITY TABLE 4A •R•RAnxc a WAUS FLaQN,ROOF WA
CEMENT AND
SAND MIX 30'AUGER ANCHOR SPACING - SINGLE WIDE
11'-8" 240 }'-6' 10'-0" V-7' W-10' - III 16'xtfi' 3950LBS ABS PLASTIC PMS YGOULS PER BwOOIO I
SHED WIDTH LW UPLIFT(PIF)END ANCHOR••MAX.INTERIOR SPACING... HURRICANE PROTECTION MAGE No
10'-0" 200 3'-6' B'-0' 0•-9" 6•-6' - N 8.41'x16' 1BDOLBS CO CRETE BLOC QUALTY HURRGWE sxD.TTA usA¢ IO
CEMENT AND SAND MIX 13'_8• ' 7,00 243 0'-0'ro 3'-0' 10'-0'
160 }'{' 8'_p' 0'-10' 51" - •BASED ON 29MPSF SOA.BuwNG CAPACITY(2000PSF IS TYPICAL) SQUARE FQOTTGE IIIc TRW Fm son•
NOTES 11'-8" 6.00 208 O-0'ro 3'-0' 10'-0' REVISIONS
6'-O" 120 3'-6• NNMES ARE FROM END OF JOIST TO CENTERS OF(2)4•x4• 1.HOLLOW OR SOLD CONCRETE BLOCKS(816116'MAY BE STACKED 1O'-O" 5.00 174 O-TF To 3'-1F 10•-0' REV DESCRIPTION DATE BY
SIODS ONLY.13'-5•WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PMS FOR HIGH SETS UP TO 48'WIMOUT REINFORCING.
2.ABS PADS REQUIRED ON I1'-B•AND 13'-11•W6IE SHEDS ONLY:
- 8'-0" 4.00 138 p'-0'TO J'-O' to'-o•
TABLE 3 6.-0• 3.00 104 o'-0'ToS-V tD-a
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE& DOUBLE WIDE SHEDS
SHED DESCRIPTION PM MAXIMUM LOAD AND PM TYPETABLE B
30"AUGER ANCHOR SPACING- DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) END PM MAX.SPACING END PM SIDE RUNNER INTERIOR SIDE RUNNER
PAD TYPE PAD PAD TYPESHED WIDTH LW UPLIFT(PLF)END ANCHOR"IMAX.INTERIOR SPACING... U) MTS
13'-8" SW/DW 4.15/332 0'TO 6' 6'-0' 1936LB 1.II,III.OR N 1579LB 1,11.III.OR IV 20'-0" 10.00 1 400 1 O-0"TO}'-0' S'-0' oelc
11'-8" SW/DW 6.00/480 or TO 6• 6'-0' 255BLEI 1,11,UI.OR N 2558LB 1.II.BI.OR N •LOAD WIDTH OF UPLIFT ON RUNNER W 4/26/16
••LOCATION FROM END WALL OF AUGER ANCHOR = k^
10'-0" SW/DW 5.00/400 D•TO 6• 6•-0' 2400LB_ 1,11,Ill.OR N 2400LB' 1,If.OI,OR N •••MAOIIUM SPACING BETWEEN ANCHORS (n N/A
B'-0" SW 4.00/320 0'ro 6• 6'-o' 2029LB 1.11,III.OR N 2133LB 1,II,III.OR N 1..NOTES
ANT CHOR SPACING IS DESIGNED AS PER ASCE-7. W
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER. Q GENERAL NOTES
6'-D' SW 3.00/240 or TO 6' W-0• 1558LB 1.11,III.OR N 1856LB 1.IL III,OR N 3.THE WIOMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER 1.FOUNDATION PLANS ARE NOT PART OF THIS
•LOAD WIDTH OF UPLTT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REDLINED U"SPACING 5 MORE THAN 10'-0' L� PLAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS.. JURISDICTION.
NOTES 4.ANCHORS SHALL BE ON SDE WALLS EXCEPT WHEN MBUILDING E SHED IS PLACED NEXT TO AN 2.THIS BDING IS EXEMPT FROM THE FISC
I.PM SPACING 5 END TO CENTER OF PM. EXISTING BUILDING;IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE W ENERGY CONSERVATION CODE PER SECTION
2.PMS OTHER TNN END PADS SPACING IS CENTER TO COWER TO THE SIDE AS POSSIBLE J 1015.21.
3.USE SAME MAXGWM SPACING FOR SPACING. m 3.ROFER TO TIE-DOWN GETAES FOR PROPER
D INSTALLATION REOUREMENTS TO MEET CODE
O
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2•Q'GALVANIZED wASHOi �• \\ '� '•,�Q
2•a2•GALVANIZED WASHER WITH 1/r Nur 1/2'THREADED Roo Z \•� L(DENSF •.,•(y///
WITH 1/2•NUT OPTIONAL FOR MCH 5ET' NOTCH OR COUNTERSINT(BOLT _
1/2'THRGOED ROD EYES BOLTED TOGETHER WOH 1/213' THRU 214'BOTTOM PLATE (n =®r�;
'• /
Ld
OPTIONAL FOR HIGH SET• BOLT h NIT-WITO ETHER2•GLVANRFD 1/2'COUPLFIi 214'DOTLOM PLATE NNLL01 I _ IS
1/2'COUPLER :: If
WASHERS(LOOMS SHFM CAPACIM :: TO 216•P.T.BASE
1/2112•FORCED EYEBOLT WN. i/2.1YIFDCE ANCHOR INTO SLAB - WN. = •�')E
4 - •,• • THRU 2.14'P.T.BOTTOM PLATE 1' -
' (SEE TABLE 1 FOR SPACING) 10-------"•---- i STATE OF
LYES BOLTED TOCEMER WIM I/2'x2' I +14/
TTPE I,0,X1,OR N PAD / •'
BOLT k NUf WITH(2)212'GALVANIZED 1/21.7'(LOO.LBJ 9MP50N A-24 wNcaEre sue By oTH THROUGH CONCRE-E SLAB BY OMEiS THROUGH / o" :
WASHERS(2.000.8 SHEAR CAPbI» BLOCIfWC A5.REWDtED(S TABLE 3). CONCRETE WEDGE ANCHOR' CLIP OR EQUAL. LOCAL CODES AND JU CTION LOCA,CODES AND JURISDICTION / �N F P
30'EARTH
CIA ANCHOR I
��LE 1 FOR SPACING) _ Q 4,\-SY ...............•••'•_`G'\\\
(SEE TABLE 4 FOR SPAIN
.WITH SKID SHED'WITH SKID,. � � SHED WITH 'NO FLOOR' OPTION F- ����//0 NA 1-�``�\\\
TO PAD OR BLOCKING ANCHORED TO CONCRETE_ ' ANCHORED TO CONCRETE 1 1111 1111
'M .M.tth..T.BO10M.P.E.
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v1 7 Sh..L: An-1 nF
PSI APPROVAL 2018-01-18 Side Wall Header Schedule(180C) End Wall Header Schedule 180Ci�
Buildin Wdlh Sbeld) 11.,Spat Iup} FaAm—wro at.,
g Festenc s w/sh (p'cn endAll
D4 ALUMINUM HOOF SHEATHING SI=o p to 14 1-7'14' = 1 nnl9
Max.Span NJIb (ea h e d) 22—(B B- O y
40•-0•AIA%• o pre prvce n alum r .'.`
-0'x4' _ 0 3-3'x 0.191'na'Is DNJ-PYunDsr ofjxkstuCs requredto svPDod es<h eM UO
4'k4'w2k4' B-0'
e.Tabulated values are br No.2 Bade Spmce-PmaFu lumber. d 11..hck 9ws.DA 916 studs lad lar.
It.NJ-Number oflack studs mquimcl to support each end l
c.Window heady for window openings that hate more than 50°.6 combined stud wall abee - -"
and below,otherwise use door header schedule. _
d.Sea header details br alternate layouts,i.O.b2Y4•cr 4•x4"P.T. rpp u
e.The header can he attached to the top plate end thus here the combined strength x ger cc
CODE INFOR TION
equlitalenl end use the maximum span stated. I trcBm 01x r61"
71.4RUNNERS usNUFA.A.
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CONsmucToN—E
GOrI 'F FINE PRoW.N xON[
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BASIC WWp SPEED -IBOmrA
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HYDROVENT DETAll- SIDE'WALL WINDOWS END WALLS WINDOWS & 'SU.
END WA TRUSS 4"%4" WIZ"x4" ENRnSURE c+OEosro
OP 10 A & DOORS DOOR 6' WIDE OR-LESS OFFICINAL PRESSURE ca0m,.1.
IMPORTANCE FACTOR I.Is
ntsv" Rom,BUD Linn IOPs,
�+ NOTES-OPTIONAL ELECTRIC t ROOF DVE IfAED Four
OUTLET
ALL WRWG SHALL BE 14 GAGE 9-WRE M.CABLE. —.R pFAD LOBO Imv
N Q -ENCASE W ALL METAL BOXES. —OR LIVE LDAO s.
SOURCE •a•RATWc of WALLS.rl.opa,aooi TVA»gr
DESIGN PRESSURES L 4YIRING DIAGRAM
ROOF•27.8-94.7 ROOF FRAMING PLAN YODALES Pm ButDWc
WALLS OOOR9 WIND—+92.9-29.2 - (OPTIONAL) °r ...CANE PROTECTION US E No
uuarnnr.sr.,xr�lumw HURRucAI s LTFI USAGE
mrILWr.-.E Yn' [w A. f m,moa 104 SOUAAE 100TAOE ,r
soun.mi I's
REVISIONS
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ELEVATION CROSS-SECTION END ELEVATION .•..•..,Amralm A� _��4.Tx m=x e.Am•xpuuw,xxxxlss. w e. ro as e�s,Aum on-vm er Pmws,xRu Lour.
ttPICAL ARCA FRAME WITH DDDR ;IO"pu"aR1art _/'••.,.„` O r.�L1Arm %ulx,nx 1AxNu1 swc.u,4rs
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END ELEVATION FND ELEVATION � su. Z Florida Gcensa Ba6De
WRHDur DOOR 1WTH GARAGE DOOR `Rap�,sC[5�°4
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