HomeMy WebLinkAboutEngineering Ja
Busir1 1040 Nor NOM=Woe Su e9i)A
Pro SSi n TaMame,Flotida32399-0772
�t l �1 Ph":950,487,rt .Fax,8 0<414:8436
Ken Lawson,Secretary RickScot4 Governor
September 23,2016
Alex Martens
Superior Sheds,Inc.
2323 S.Volusia.Ave RECEIVED
Orange City,FL 32763
RE: Manufacturer Certification,ID MFT-113; Expiration Date: September 22,2019 LNOV 3 0 2018� .
Dear Alex Martens duntY; Perrniktin�
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 Parry
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.floridabuildinmoro)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 www.floridabullding.org to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits. UJ
Sincerely,
Robert Lorenzo (3'
Manufactured Buildings Program
cc:Professional Service Industries
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE, ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2.ONCE UNITIS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE ;
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). t:°'^+
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE IY/
IS SUPPORTED TO LEVEL,BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)3"x43'
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(SES TABLE 3). LINED 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 F301"AUGEROR' PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE-INFORMATION
THRU THE 2'x4'BOTTOM PLATE WITH A 1/2'AUGER BIT. 1/2"EYEBOLT OR OPTIONAL 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). CDOE VBaON roc FAIT m rm.,,ASX-T
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 IS aAxlaal W4m
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BuaaNG TWPE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO coNs icook nw V,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.
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE FIRE PP01COOON NOMC
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM FIRE SON SISTEY
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2' OCOUPAHCY Enxva
WEDGE ANCHOR. ALLOWN3 E NUYmR a smREs
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2'x5"WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BASIC WIND SPEED
2'x4'BOTTOM PLATE.
1. BUILDING ANCHORS SHALL BE "MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EDMSURE ENmMpE [mmm
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL AVERAGE OOERHAL PRESSURE COEFFICIENT y-a1P
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
TABLE 1 TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). HtPORTAME FACTOR e
ANCHORING TO Cl NCR SKID RUNNE R SPACIN • PAO TYPES LOCATE ANCHORS PER TABLE 4A OR 4B. ROOF DEAD LOAD
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH X1 X2 X] TYPE PAD DIMENSIONS I MAX.LOAD- MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LIVE LOAD mPs a xxo.
20'-0' 400 Y-V 13'-B" 1'-1C}" 1'-1010 V-10)' 1 2"x81.16• 1778LBS CONCRETE BLOCK UNZI Y (FLOOR SYSTEM)AND ATTACHED TO ANCHOR, FLOOR DEAD LOAD eAsr
CEMENT AND SAND MIX FLOQN uvE tarp -vyy OPT
13'-B' 280 s-6• 11'-B' 2'-B• 5'-4• - D 4:6•x16• 3500LBS CONCRETE BLOCK GuAUTY TABLE 4A
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING -SINGLE WIDE 'R'HATH.or ALL..rumvI.Me, W.
11'-B' 240 Y-6' 10'-0" V-7' 6'-10• - 111 16.16• 3950LBS ABS PLASTIC PADS -PER BWIL.N I I
SHED WIDTH LW UPLIFT(PLF)END ANCHOR--MAX INTERIOR SPACING... IURRICil¢BmrEClox USAGE xo
CONCRETE BLOCK GUALRY
200 3'-6" 8'-0" 0'-9' 6'-6' - N 8'.8116' 1900185 CEMENT AND SAND MI% Sx
rAxE ELm USAGE
I3'-8' 7.00 243 0'-D'10]'-0' xuue
10'-0'
He
160 Y-6' 6'-0" O'-1o' 51' - •BASED ON 20oOPSP so`
BEARN.WAGTY(2000PSF IS TYPICAL) SQUARE_AGE ua txw Tm mrr.
1 V-8" 6.00 208 0' 'TO J'-0010'-0*
6'-0' 120 ]'{' -05ES ARE TROY END Of 101ST TO CENTERS OF(2)1'N' 1.HOLLOW OR SOLD CONCRETE BLOCKS(8•.1'.161 YAY BE STACKED -0REVISIONS
$NDS ONLY.l3*-8'WIDE SHEDS HAVE(4)SETS OF SODS. ON PADS FOR HIGII SETS UP TO 46'WITHOUT RONFORONG. 10'-o" 5.00 174 O'-O•TO Y-o" 10'-0' REV DESCRIPTIONDATE BY
2.ABS PADS REQUIRED ON 11'-8'IND IS-11'WIDE SHEDS ONLY.
B'-0" 4.00 138 O'-0'TO Y-0' 10'-O'
TABLE 3 6'-0• ].Do 104 1 a-0'TO S-01 10'-0'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
SIDE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING-DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING ENO PAD PAD TYPE PAD PAD TYPE SHED WIDTH LW- UPUFT(PLF)ENO ANCHOR"IMAX.INTERIOR SFACING...
me.n BF:
13'-8" SW/OW 4.15/332 0'TO O• 6'-0' 1936LB I,U.111,OR N 1879LB I,II,III,OR N 20'-0' 10.00 1 400 1 0'-0•TO Y-0• 5'-0• MITI
O Da•
11'-B• SW/DW 6.00/480 O•TO 6' 6'-0• 2558LB I,II,III,OR N 25SOL13 I,II,111,OR N •LOAD WIDTH OF UPUFT ON RUNNER W 4/26/16
••LOCATION MOM END WALL OF AUGER ANCHOR
10'-0" SW/DW 5.00/400 0'TO 6" 6'-0' 24DOLS I,II,111,OR N 24COLB I,II,111,OR N •••N ODAUM SPACING BETWEEN ANCHORS Cn ry p
8'-0' SW 4.00 320 0'TO 6• 6'-00 2029LB I,II,111,OR N 2133LB I,II,III,OR N d
/ NOTESL"D SPRANG R OE4aED AS PER ISLE-7. (yJ ALL
2.ALL Um U M NUHS ARE CENTER-TO-CE SHE GENERAL NOTES
6'-0" SW 3.00/210 0'TO 6• 6'-0' I658LB 1,II,III,OR N 1866LB I,It.III,OR N ],THE MITDYUY NUY6ER OF ANCHORS PER REQUIRED
IS 4. IN IS MORE
PER EACH CORNER
() 1.FOUNDATIONLASETA PUNS ARE NOT PANT Of 7X15
•
LOAD W101N Of UPLIFT ON RUNNER
BETW"A M RIOT ANCHORS ARE REOUWED V SPACING 6 YORE 1/PN 10'-O' PIAN SET AND ARE GOVERNED BY LOCAL
BETWEEN HAUL BE
MIS BICRON.
NOTES 1.ANCHORS SNAIL BE ON WHICH
WALLS ORCEPT WHEN THE STIED T PLACED NEXT 70 CL 2.TN5 BUILDING S R TION C FROM INE TIO
2 PAD SPACING H ENO TO CENTER OF PAD. EoI6TwG BEARDING;IN WHICH ANCHORS CAN BE PULED ON THE END WALLS AS CLOSE L!_I ENERGY CONSERVATION CODE PER SECTION
2.PADS OTHER THIN END PADS FOR
1I CENTER 10 CENTER. To INE SIRE AS POSSIBLE J 1015,22.
J.USE SAYE YA%WUY SPACwG FOR UrtETDOR SPACING. m 1 REFER TO TIE-DOWN DETAILS FOR PROPER
INSTALLATION REONREYENTS TO MEET CODE.
O
T
2•x2•GALVARIZED HER
2'.2'GN.VMNIZil
HER WITH 1/2'NIR 1 2'THREADED ROD (.0
WIMNUT OPTONX FOO'HIGH ET' NOTCH OR COUNTERSINK BOLT Z \\�\ r' VCENSF •'••,��i��
1/2•THREADEDflG0 TNflU 214'BOTTOM PLATE N ` �;
EYES BOLTED TOGETHER WITH 1/2'.20 p
OPT,
FOR ET' BOLI k NUT WITH(2)212'GALVANIZED 1/2'CWPIER G'
x11'BOTTou Pu1E xAEEO _ _
1/1IFA WASHL6(2.000LB SNFM WACKY) TO 2'a8'P.T.BASE I _
1/2'v12'fORCFOLT )E llf� )( �4'WIN. 1/215'(100 LB.)CONCRETE _______ _
WEDGE ANCHOR INTO SUB �1'WIN. (LI •.
• • • •
THRU 211'P.T.BOTTOM PLATE
(SEE TABLE 1 FOR SPACING) Y D
LYES B IED TocETHeR Wn12' O i, STATE OF r(V\
BOLT k N WTH(212'.2' IZEO 1( T19E I:D,Itl.00.N PAD NTH iI BLOCKING AS�OUNEO(SFE TABIE] 1/2 ]•(100LE1 SIUPSON A-2/ CONCRETE SUB BY OTHERS THROUGH CONCRETE SUB BY OTHERS THROUGH / Q2.ODfAB SNFAN11Y)Ja�'V'I/` )' GOHCRETE WEDGE At1CH.2 CLP OR EQUAL LOCAL COOES IN0 JUNSOICDON LOLL CODES.0 NtDSOICIM. I Z / T" CORIA30 AUGHOR (SEE TABLE 1 FOR SPACING) O ./�jFS "••.........(SEE T 1 TOWG) SHED WITH SKID �� S/ ••`, ��
O SHRED WITH12 QS BLOCKING ANCHORED TO CONCRETE SH ANCHORED OTO CO CRETE ON g 1//1I 0 NA'"����
'J Matthew T.Bold,,"P.E.
TIE-DOWN DETAILS F..Iid.U..ee#64503
V) Sheet: AD-1 OF 1
PSI APPROVAL 2018-01-18 Side Mblf Header Schedule(180C) End WauHeadersehedwa
6ae[dJ D4 AMal.Span W*) Featerren a ,
(eed a)
WMINDM ROOF SHEATHING Bp toN4W� Fasteaere rA strap 1-2Y4' s-0• o .—M-1.
NAIL
ax. pN (wch end) 2d`X4•a sgai Up I
1-'x4• -0' 0 3-3'x0.131•naila
4k4'v2k4' @ fJ' 1 8-3'x 0.191'W e.NJ•tJunea oflak studs realdrod to s,gpM each sod
TotsotodvaWoa are 2 SprueoPlnaFul ¢Wel let - ..,-i..r,:l. �••
b:NJ-Web.ofla&studs r.Wl d to suppod each end 4Noack studs.41216 sWda led vat
e.Wmd°w header kr window cperdnos that haw more than 60%—Ained stud wag shoe ,� �._....,.: .. .•: l.f ::
and Wm%otherwisa use door header schedule. .............. e_�..
d Sea header ddalla br°Itmlab layouts,Lm 2-2`X4'oro`X4•P.T. i Wax ��a „ "' 1 i•
e.Tho has 'ml bo attached to the top plate and thus heap the combined 91-411Aw eOaR onmMs CODE I FOR ON
erplwlord and use thou maxlmfam apart stated OppE YmyO,t
fx RuNNERS
ACNIaA
ai
MNL¢1107 mummer nw
coksmiCmoN TIPS w
' bF11 RRE PRUTMI ON Nal¢
II —RiSsoN SmEv Nms
2•x4•muss �' a�urila,lm�(, ri{' Ofx7rvANLn' sea{¢
0 24.0.0. I� n1r m rrw•a +{' /uoMAME NWam of slsR¢s f
> "�" 1Ow�ax°.rnw°'umlexfoe tY UIX MW Wore sffm x..,emol,
eI9 W muss - HYOROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & ° °
(OPRONALI & DOORS DOOR 6' WIDE OR LE55 4•x4e W�Z•x4• ornmaP a°�
anmuL PMsvrRE t7rmt0aNf
""Wm"
FAO10R LID
a ROOF¢FAO Leb
• G.F.I. �+ NOTEES-mf+n0 Ft'mIC RaeF 11VE Lma FII 00p nalr U>b
OUTLET -,ALL WuaNe eF 14 ucF 3-WIRE 11c cAmE .. ReaR oue tea far7r ow
N 0 -VI.E IN ALL IEPL 6OXES. nM NEwtx
SOURCE N�� f1°0f 1^'6 ea" m sera-fmry fwr.
DESIGN PREsstIR6 L Q rw3Aaxnw Y1•MTM OF WALLS,ROOP.RQGF WA
ROOF+27J3-94.7 ROOF FRAMING PLAN WIRING DIAGRAM w.waa.Fmsm7ue uowus Pm ra�nalc ,
WAus DDaRs D +32.6-29s (OPTIONALI lme..a.�rla.a.l.aaan
.OM.M-7 MAVeGNE PRORCfWN Il6{aE N7
fwra.uae"an.— NORNU°IE 7NTl7m L61LE 1.
IGm m Aura rte um MNL •oom•61Maov,aawva IORr .01A.femla71.sa7r.ca,m
m maL
REVISIONS
N?IE: Ay�, ,� x•, leas ouu REV DESCRIPFON DATE BY
Y Y{x
. 7¢1pXal{
{1 oG eRla
�ppap
Z_ Mte
Baa aN11
z 12/12/17
om MNL Z
O
zw 7oer tirz y� N A.
M a.x rtive nNa u acm�i s7. moos rwY+n Q W SS-B-180CR7
•.] wNi Na Nor wn a ma wN scr Nm N¢
mom F ft a-L- x.
41 awO°wmra soup na r ,K reo ems,m�raml
Nm 7n,m ruiexe °1'tle w d a— m 110�nn PAar7R osveenll
(��yu'snap W/�fu N{aa STANDARD WALL DETAIL xore MNL maYlm Imlaw�name a rmtt ¢> 'mr�ol'7I."mom
11 M(41111. rW,9l II eu.m wa apa���p IXa 1 A l NL 7nm,NNim3 lRFsa.OC N¢a.4#2
IY r,m`•srAm� WRH o00R d,WINOOW OPTIONS LaNmuwa aver N.M m[KNL YNmnt Na: �U a Nm�m. µ
ELEVARON CROSS-SECTION END ELEVATION u•vcmu�awoixmc ssea¢ -'!{'" °�'nw` ic�vu naame/ A `r�7 a
nmck ARCH RN11F WRH T100R OHM16 Ne -Lp pi leo O �p ¢a eemim oN-sirt ar sow mU..,
'L.
.LOOfrtq'acoM7 Nm amp mme�eQ tK YadaAl svmwdR
v CL s.A.�mAAMMUNYLym4�LaMvaA10UMllaa MN,Nada m°eewL YdRoa
LTABLE 2xOdogLraorem�IFl�i fl¢.mm @m am�ILM n
IY-r M1ld' M11� ,•-014 Z \`v�"I.
11'-1 11 \`rte• - 4 ,] •PI ,1
OIYA'ua rLv r-a• r-r _ `\•t r•' \GENS£ '''`:
.'sxs w.v-r°la�isw®gym �'LLJ
wi
t i
: Q
mmwL .11 or. �'; STATE
1a1F5I (v
m.salt La•ne r,mim i O F `
au.1m 14wv'La •FQO RID
nwa. ur avNanNm O �I5(0NA1-E`�\\\\
fr-r r-rm 1r _ - _ (� lEstNaW L Boldsln P.E
END ELEVATION END ELEVATION Z Florid.Ocenae#64608
WlfHelR m00R WITH cAR CE ODOR m00°�'>Q L�1°t�ffi
t.ara wtrwl FLOOR FRAMING PLANm �1H°h SSB-� OF