HomeMy WebLinkAboutEngineering db'pnen
t>4tll alt9f�GSltD255FLA WanufacturedBuiidingl3rogram
rf'SSimnal fteg�alatmon 2ex1 Blair 323%-0StoneRoad
Tallahassee,Florida 323%-0772
Phone:85D.437.1824-Fax 850.414.8436
Halsey Beshears, Secretary Ron DeSantis, Govemor
RECEIVED
August 07,2019
Alex Martens NOV 15 2019
Superior Sheds,Inc.
2323 S.Volusia Ave ST. Lucie County, Permitting
Orange City, FL 32763
RE: Manufacturer Certification,ID MFT-113; Expiration Date:August 07,2022
Dear Alex Martens
FILL y
It is my pleasure to inform you that Superior Sheds,Inc., located at 2323 S.Volusla 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 oi�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 theBCIS(vwww floridabuildina oro)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.W_Ww floridabuildinq 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:Top Line Engineering, LLC
1 ,
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
"-1
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
.LL PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. � ��--_
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE, PROPERTY LINE, ETC: T
2.ONCE UNIT IS 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 T
BUILDING IS BLOCKED ON THE HIGH SPOT'AND LEVELED. THE OTHER END OF THE yII( BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3).
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEM SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)}°x41" ?
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). UNED UP AND THE
SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS -CODE-INFORMATION
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 VERm :Ota am Fnwn Asa-a
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 48).
1/2°THREADED ROD (FOR A"HIGH SET") IS SECURED THRU THE HOLE. INSTALLED PER MANUFACTURER'S 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS IMNunDRIREI roaH°0R MD!
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT REMOVED. BUunINO TYPE fl -
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. MAXIMUM OF 6'ABOVE GRADE. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION TYPE v4
FOOTER
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR AND hLy FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TIRE PROTOZOON NOK
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2°HOLE IS DRILLED INTO THE 'RV80 FRE sUPPRT590N SYSTEM T
CONCRETE 1-1/2°OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM slaRAa
PLATE AND A SIMPSON A-24(OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" GENERA NOTES & SPECIFICATIONS FOR AUGER ANCHORS ZRMLE NUMBER OF STORIES T -
WEDGE ANCHOR. NOV 1 FID %U:9
7. IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH'1/2'x5"WEDGE ANCHOR THRU THE ensue WILD D
1.BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE FxPDsuRE
- 2°x4"BOTTOM PLATE. SP,Lude County,Permitting AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE ENCLOSURE DxtDsm
- HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. womm.PRESSIRE COD"L.00 •/_am
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE'(BY DEALER). IMPORTANCE FACTOR Tae
TABLE 1 TABLE 2 TABLE 3 LOCATE ANCHORS PER TABLE 4A OR 40.
RI C T 0 R SKI RU R PCI P S 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DUD Low 1DPsa
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH xi X2 x3 TYPE PAD DIMENSIONS MAX.LOAD• MATERIAL (FLOOR,SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH Roof-LOAD xoiv a RIm.
co CRETE BLOCK DUALITY THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED FLOOR DUD LOAD 51w
20'-0° 400 3'-C 13'-8" 1-101° 1'-101' 1'-101' I 2°xe°x16' 1778LBS CEMENT AND SAND M1x PORTIONS OF SHEDS ON LEVELING BLOCKS. FLOOR UVE LOAD Uta 75M-12APv W.
cD CRETE BLocx Qu Tr TABLE A R°RATING Oi WALLS,FLOOR.fl00i N/A
280 3'-6" - 11'_6" 2--e° 6'-4' II 4'x8°z16" 35001.85 CEMENT AND SAND MI% 30'AUGER ANCHOR SPACING-SINGLE WIDE
MODULES PER BUILDING 1
240 3'-C 10'-D° V-7" 6'-10° - III 16°x16° 3950LB5 ABS PLASTIC PADS NED"DTH LW UPUFT(PLF)END ANCHOR"MM.INTERIOR SPACING... NUMUANE PROTECLON USAGE ND
Co CRETE LOC OU TY HURRICANE SHMMQI USAGE w
10'-0° 200 S-6°' 8'-0" 0'-9° 6'-6' - IV e'xe°x16° 1900LBS CEMENT AND SANG MI% 7.00 243 0-0"R)5-0° 10'-0'
B'_p^ 160 3'-6° 6'-0° 0'-10° 51° - ON 2000PSF SOIL BEARING CAPACITY(20ODPSF IS TYPICAL) 6.00 208 O-O°TO 3'-0° 10'-0° SQUARE FOOTAGE IE]9 nuN no msr.
NOTES
WALLIES ME FROM END OF JOIST TO CENTERS OF(2)4'a4' 1.HOLLOW OR SOLID CONCRETE BLOCKS(818°x167 MAY BE STACKED REVISIONS
6'-0° 120 3-C SKIDS ONLY.13'-8°MOE SHEDS HAVE(4)SETS OF StOM ON PADS FOR MGH SETS UP TO 48°WITHOUT RONFORCING. 5.00 174' tl-d'ro 3'-0' -10'-0' REV DESCRIPTON DATE B1'
Z.ABS PADS PFAVRED ON II'-6'AND IS'-8'WIDE SHEDS ONLY. I rola ax HY1Yla
a.ao tae IY-0°m 3'-O' 1o'-D' :TABLE 3 3.00 104 0'-0"TD S-w
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE do DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
30°AUGER ANCHOR SPACING-DOUBLE WIDE
SHED WIDTH NDE LW(PLF) END PAD MM.SPACING END PAD SIDE RUNNER INTEARIIOR SIDE RUNNER SHED WIDTH LW UPLIFT(PLF)ENO ANCHOR••MA%,INTERIOR SPACING... moan Bf•
PAD TYPE TYPE (n MTB
SW/DW 4.15/332 0°TO 6° 6'-0° 1936LB I,II,III,OR N 1879LO I,II,III,OR IV FILE
20'-0" 10.00 400 0-0 N 3-0 5'-0° Q Da1•:25581.8 I,11,III,OR N 25581.8 I,II,III,OR N 'LOAD M of UEND ON RUNNER
LL, 4/28/16
1('_B"' SW/OW 6.00/480 0°m 6° 6'-0° ••OADLOCATION" FROM ENO WALL U AUGFA ANCHOR N
10'-0° SW/DW 5.00/400 O'TO 6° 6'-0° 2400LB I.II,111,OR N 240018 I,II,III,OR N •YNu4uM SPACING BETWEEN ANCHORS N/
A
B'-0" SW 4.00/320 D°TOE 6'-0" 2029L� I,II,III,OR N 213SL8 I,II,III,OR N I�ANCXOR SPACING IS DESIGNED AS PER.ASCE-7: LlI ALL
2.ALL MEASUREMENTS ME CENTER-TO-CENTER C N RA NOT
6'-0° SW 3.00/240 0°TOC fi'-0° 165BLB I,II,III,OR N 1866LB I,II,III,OR N- 3.THE•UIMMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER. 1.roUN0ATI0N PIANS ME NOT PART OF THIS
wORIONAL OITERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0' PUN SET AND ME GOVERNED BY LOCAL
•LOAD
WIDTH OF UPLIFT ON RUNNER BEM'LT7i ANCHORS.. JURISDICTION.
4.ANCHORS SHALL BE ON SWE WALLS EXCEPT WHEN TH SHED 15 PLACED NEM TO AN 2.MIS BUILDING 15 EXEMPT FROM ME FRC
NOTES EXISTING BUILDING;IN WHICH ANCHORS CAN BE PLACED ON ME END WALLS AS CLOSE IJP ENERGY CONSERVATION CODE PER SECTION
1.PAD SPACING IS END TG CENTM'OF PPD. TO THE SIDE AS POSSIBLE. J 1015.22.
2.PADS OTHER THANEND PADS SPACING I ER TO CENTER. m !.REFER TO TIE-DOWN DETAILS FOR PROPER
3.USE SAME MAIGMUM SPACING FOR IOR SPACING. INSTALLATION REQUIREMENTS TO MEET CODE.
0
KJ
LJJ
2'a2'GALVANIZED WASHER j.U
x'az°GALVANIZED WASHER--- WITH 1/2°NUT 1/2°THREADE1.ROD
WITH T/ NUT OPTIONAL MR"HIGH SET' NOTCH OR COUNTERSINK BOLT
I/Z' NTH 1 ED ROD EYES BOLTED TOGETHER WITH 1/2°a1° THRU Z°vd'BOTTOM PLATE U) u
OPTIONAL FOR'MGN SEY BOLT 6 NUR WITH(2)2°a2°GALVANIZED I/2'COUPLER 2'a4°BOTTOM PLATE NAILED
1/z'COUPLER WASNERS(Z.00DLB SHEAR CkPArn» TO 216°P.T.BASE Lli
1/z°.O°(40o Le.)CONCRETE
•( •( MIN. WEOCE MCNOR INTO SLAB _ _____ MINY F
1/2112°FORCED EYEBOLT . . • • . TIRU 2'ab'P.T.BOTiOY PULE , - '�
n kr
(SEE TARE 1 FOR SPACING)
ETfS BOLTED TOGEMER WITH 1/2°x2° TYPE I,H.DI,OR N PAD WOH CONCRETE STAB BY OTHERS MROUCH Vtt
BOLT h No WITH(2)212°GALVANIZED YIIF BLOCKING AS REODUlEO(SEE T lF 3). I/2'a3'(400 lB•)) SIMPSON A-24 CONCRETE STAB BY OTHERS MROUGN LOCAL
CODES ANDY
JUR601CTION
WASHERS(2.0001.8 SHEAR CAPACITY) I CONCRETE WEOCC ARCHON CUP OR EQUAL LOCAL CODES AND JUPoSOILTION Z /�•L T•�Q 1
!0'EARTH AUGER ANCHOR�/`a.VTIY (SEE TABLE 1 MR SPACING) Q
(SEE TABLE 4 FOR SPACING)' SHED WITH SKID SHED WITH 'NO FLOOR' OPTION } {n
SHED WITH SKID ANCHORED TO CONCRETE ANCHORED TO CONCRETE ry
TO PAD OR BLOCKING Q �Lq T,Bo�dWin PE' 1j
TIE-DOWN DETAILS :FlondO:Lkan6e. 84608
zsNeDL: AD`-11 OF 1
End Wall Header Schedule 180C
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS—B-180—C Side Wall HeaderSl hedule(180C1 Faatenersweafrep y ! r
Size(d) Moa.Span N.µeJ
• Buutl ng m. Fasteners w/strep
W ALUYINUN ROOF SHFATWNG sizeUp to Ida 1-2aP S-0' 0 4-]'oaf 31'naib `
Max.Span NJ(b (each end) 2-n Era 1d e-]•a af]t'ruim r T
0'-0-UAX. Bre aSpruae aFr —`
14"x4' 641" 0 3-3'x 0.131'nella a amdncamel ere r 2e.
4y14•W2•x4• -0" 1 B-3'x0.131'nalls b.NJ Number of lack eludarequlretllo 9upp,d eachend,
ebuleted Vd ue5 are for o. red,s ruga-P a rum c e'Ned
9 P aN,Jeck aluaa but 3e elWs mldaal.
b.NJ-Number ollack studs required to support each end. jl�.
c.Window header forwindow openings that haw more than 50%combined stud wall abate
and below,otheivAse use door header schedule. ..�R
d.See header details rm ahemete layouts.La.2-2'x4•or 4'x4'P-T. i•rff rAvoml rrma� PYA 1paa
RmNma oa rvNsc rms
e.The header can be attached to the top plate and thus hale the combined strength a.No max.on.iM�s raa re er"� CODE INF00. TION
equiwlent and use the maximum span stated. cWE\T'sooll -'
UANUFAnURER mcwm R®
1. RUNNERS —No TTPE slmwx
•j tau a1Vaa
cON5Ti "ON rl9E v�
x nr ME PRommesal Na[
NaAnw�
ME AIP+PES40N SVk'IEY NaNc
•m 2"a4'T1R066 F I'• W%.4•.1'I rt�sRxo a1.• oCNPNEOV' stare
e 24"O.C. r a IV..u�� r..' A1IDRABIE NuYB1R OF STOMES F
h1A%. i-I' �°"
V12'MNL BA510 MNo�® Strleor.VN -
1'PwaAawo hPOis+xeenon EaugE[Ie
END W muss HYDROVENT DETAIL SIDE WALL WINDOWS FND WALLS WINDOWS & 4"x4" 2"x4" EllclasuRE OWMQXD
fOPTI0NAL1 & DOORS DOOR 6' WIDE OR LESS t)(113 IAL PRESSURE COEFOOEI'R ./-,le
IYNRUNCE FAcmOR I.te
ROOF ova lOb IaaF
4G.F.I. �+ NmE6-OTIONAL FEECmIC ROOF l = assour carr loo
OUTLET �4y WwING sRJ eE a"OE 3-wn Yc Mx. -T E-%-Aa.�.`7xm,%" �+oW LOAD
Iasi
N Q -EtICA9E IN All.1/ETAL BOXES. Wil4om E.Nary,ill iL001�faS fAla 310.TvsF-vevY OP•
DESIGN PRESSURES SOURCE ShtP•51,SMR•7%um 51-0 •R'PAnNG OF WALLS.FIOOR.ROOF N/A
L Q lows oas.;e"Pa"m lmnn
ROOF+27.e-94.7 ROOF FRAMING PLAN - WIRING DIAGRAM •n,, a.raa YG,pus PER Mnako
jOPTIONALI RURPCANE PROTECTION USAGE No
ALlS DOORS 00 +]2.G-29.2 —_
IPRRICANE SRaIFA BS/0E Na
WUARE mortcE
e.l Wxi • wcasse,VM
IMa.a awe ro• REVISIONS al
a mn
a,H lour Wn�RculEa REV OESCRIPTON DATE BY
• Y—� 910AVM�10 OYFIM�'s
SFE NFAWI
44 WaEO
W HSmL men W
W aTB
.Z.1 Dam:
Z 12/12/17
aro xaa O.-. Re
R.4 mE.u1E A
U)U) N
boa Rini nmR ER4tRs ZN aaR SS-B-IBOCLLJ .
svx wIrc LJ a4 sv[MR - d .OD.>mlm rir6 N¢kof vrn a Tm MAII si Ih0 ML
' nml.wYOlc L IGR'®lliu11esvnxW.IW.
v. mos 5avr®ro soRE Mrz ouemlo Is rNc rec alum mla,enRol
allo rRA4Nc MIR amr W J ocOE wF 1a�-Fns .
.mxac xn-1w Rw cTANDARD WALL DETAIL here
, son
ff A ¢ a ,aur v4 pew amr
SNrAmeq WITH-DOOR&WINDOW OPTIONS ams Aac N yAa NaRm cam 4w Pq.rt.ME Iwrc aN aa•YaoWY
Ip IYy �R�Epgil�I�Oi
FI ew Ssa-SE� , FND•ELEVATION , -s�/i•r.0.1ROm
VIEW SIR4NW.➢�9PIt$am• W •W11� arama,IDa-se"at aROp,MU a,PIL
ENATION GRD_ TION d+ - 4•ria
1YPI dry EpgME VATH DOOR
® plume aw - /4•nr:..e .�. Vl 0 T'Ai lgil&mt'40wnnN moEYar m[YkY41 srtanu+blla
6 ppFME�yi�NaYaL�RK x10.J eVl 6[Ydr MaRO 31MFnaa1 YFYeaC
YOROe Pmlak➢MSIR t IOD
_ __— ____ _— ____ ____ ____ _— ____ _ TABLE 2
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r-e- w�a• .•d' -er Z T1!///�''
lei R•-r ._Iv _ `� ,� l0
OCENS,, .•ly/�
a Wr.r lames r-o-�I.msm. 1 > .v � �:' '• ii
em W. ev am.ba 4)aao.a w
eas
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uFEu'1:>ryo Re.� mss_ STATE
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41r P.r.unto®IR1R I '�i�T•'+ F ORIDP
ralRa�RSAre 4« rar°°w'°naworr�ino /�C�S.S..........••"••�G \�
a uRa O /���/�0;q'
_ __ —__ _ ____ ____ ____ _—_ ----
LL ____ __ Q M,lthae T.8aldain P.E.
m v-a re Irb � �__ - Z Florida License 64608
END ELEVATION FNO ENATION Danaaam,s¢samuE Fa vs
WITHOUT DOOR wlfH r OF DOOR - m sheet: SSB-1 OF 1
lwx a ooLxu FLOOR FRAMING PLAN 1=