HomeMy WebLinkAboutEngineering RECEIVED
FLA k1alwfa:twedl W&Q Program
�t15111 'SSfi '' JAN 0 3 2019 1940 North Monroe Street
Profe55io' ha s ;s07�
ST.Lucie County, Permitting Te�ha�see. Florla3 '1fi.U712
:;•f,$1e i r' Pfmne-MAW.1$21• Fax-$50 414.8436
Ken Lawson,Secretary Rick Scott,Govemor l
}
i
September 23,2016
Alex Martens
1
Superior Sheds,Inc.
2323 S.Volusia Ave FILE 1
Orange City,FL 32763 ;
f
RE: Manufacturer Certification,ID,MFi'--113; Expiration Date:September 22,2019 F
Dear Alex'Martens
It is my pleasure to inform you that Superior Sheds,Inc.,located at 2323 S.Volusia Ave,Orangesi
City,FL 32763,has been.approved under the Manufactured Buildings Program,as p ovided for t
under Chapter 553,Part I, Florida Statutes,to manufacture Storage Sheds,Manufa red
Buildings for installation in Florida.
'Construction or modification on a manufactured building cannot begin until the Third Party j
Agency has approved the plans In accordance with the current Florida Building Code Your Third j
Party Agency is a"contractor for the Department and has statutory authority and res onsibilities
that must be met to maintain approved status.You may expect and demand quality cans
review and inspections.
Each Code change will make your plans obsolete until they have been reviewed,app oved and
indicated[on the cover page of the pians]for compliance with the Code by yourThr Party
Agency for plans review.Please ensure that your plans are*in compliance and are p perly
posted on our website.All site-related installation issues are subject to the local aut ority !
having jurisdiction.
i
The Department's contractor will make unannounced monitoring visits at least once ach year. i
You must grant complete access to your manufacturing,facility and records to remai in
compliance with the rules and regulations of this program.
Your certification is approved for three years from this date.You will/receive a renew I notice by
Email generated by the BCIS(www.floridabuilding.ora)for online renewal.If you hav questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.ftoridabuildino.oro to see valuable information on the Florida i
Manufactured Buildings Program.A copy of this letter must accompany applications f r local
building permits.
Sincerely,
Robert Lorenzo
i
Manufactured Buildings Prog in
cc:Professional Service Industries
r �
i
j
.I
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 �I^yI� \ 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. Y PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. .•.!�'!('!V-'."_`'-
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
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE IrrI 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 II 3,THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WTDi THE
IT SUPPORTED IN LEVEL, BLOCKED.AND THEN SHIMMED. r�(VJ(� FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)I"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(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4.ANCHOR PLACEMENT O ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE OP ONAL 30"AUGER ANCHOR j PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFORMATION
THRU THE 2•x4•BOTTOM PLATE WITH T 1/2•AUGER BIT. THE
EYEBOLT OR OPTIONAL (4,900LB) 4.GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). TJX1E vERsax m BIT 4W F.on AIIY-)
1/2•THREADED ROD(FORA"HIGH SET'S IS SECURED THOU TME HOLE. 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS WxuEAcnmm WPD.ox Wan
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BUILDING TYPE
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 �,RumGN TYPE ty
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. TIRE PR=cmx NONE
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2•HOLE IS DRILLED INTO THE
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM FIRE SUPPRESSION SYSTEM
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" OCCUPANCY as N¢
WEDGE ANCHOR. ALLOWABLE NUMBER GF STORIES I
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/215"WEDGE ANCHOR THRU THE - GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS SAM WAD SPEED Y.•140,W
2-x4"BOTTOM PLATE. EXPOSURE G
opy 1. BUILDING ANCHORS SHALL BE•MOBILE HOME•TYPE HP-1 SINGLE HELIX EYE ExuOSURE -
AUGER ANCHOR BY HOME PRIDE OF'BRISTOL,VA.OR EQUAL AVERAGE NTEmuE PRESSURE COETCI M
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). DaaQANr1 FACTOR
ARCH]RING T CONCRETE SKID UNN R SPACING- A S LOCATE ANCHORS PER TABLE 4A OR 4B. ROW DEER LOAD
SHED WIDTH UPLIFT(PCF)ANCHOR SPACING SHED WIDTH X1 XZ MX3 TYPE PAD DIMENSIONS MAX.LOAD• MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROA'LINE LOAD20'-0• 400 S-6• 13'-8" 1'-10)" V-103• I 2•.8•x16' 1778LBS CONCRETE BLOCK QUALITY (FLOOR SYSTEM)'AND ATTACHED TO ANCHOR. FLOOR DEAD LOAD
CEMENT AND SAND MI%13'-8" 280 3'-6" 11'-8" 2'-B• 6'-4• II 418•.16• 350MAS CONCRETE BLOCK QUALITY FtDoaCEMENT AND SAND MIX TABLE 4A TN•,,,TMGEF.•_, ,aoK 11'-8" 240 S-0• 10'-0" V-7• 6'-10• III 16•.16• 3950LOS ABS PLASTIC PADS 3D"AUGER ANCHOR SPACING-SINGLE WIDE MODULES LEeu2mxGI
SHED WIDTH LW UPLIFT(PLF)ENO ANCHOR••MAX.INTERIOR SPACING••• PROTEGTON USAGE .D
10'-O" 200 S-G 8'-0• 0'-9• 8'-6• " • • 1900LBS CONCRETE BLOCKauAulrCEMENT AND SAND MIX 13'-8" 7.00 243 0'-0•TO S-0• 10'-0" HULFWA 9IELTEN USAGE
8•-0• 160 S_r 6'-0• W-10" 51• •�S ON 2000PSF SORA BEARING fAP=(2000PSF rs TYP.iCAL) SQUARE FOOTAGE IID axw m SQII.
11'-B" 6.00 208 O-0•T(1 3'-0• 10'-0• REVISIONS
6'-0' 120 3'..B• NMUES ARE{ADX DID OF JOIST TO CENTERS OF(2)414• 1.HOLLOW OR SOLID CONCRETE BLOCKS(815118•)WY BE STACHED
SaOS MY.13'-0'WOE SHEDS MVE(Q SETS OF SITUS ON PADS FOR HIGH SETS UP TO 48'WITHOUT RONFOROBG. lo'-O" 5.00 174 0'-0•TO S--W 10'-0• REV DESCRIPTON DATE BY
2.ABS PADS REQUIRED ON It'-5•AND 13'-B•WIDE SHEDS ONLY.
8'-0• 4.00 tae p-0'To 3F-0' 10'-a•
TABLE 36'-0" 3.00 104 o'-D•To 3'-0• 1o'-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(PL� END PAD MAN.SPACING ENO PAD PAD TYPE PAD PAD TYPE SHED WIOiN LW- UPLIFT(PCF)END ANCHOR--IMAX.INTERIOR SPACING...
Ov.n BF.
13'-B• SW/DW 4.15/332 Or To 61 6'-0• 1935LB I,II,111.OR N 1879LB I•it.Ill.OR IV=RECEIVED za'-o 10.00 400 V-TT'TO Y-W s•-a• NITS
11'-8" STY/OW 6.00/480 0•Ta 6• 6'-0" 255BLO I•II,QI,OR N 2558LB I,II•DI.OR N •EOAD WIDTH OF UPLIFT ON RUNNER W 4/26/16
lo'-0" SW/OW 5.00/400 0•TO E 6'-0• 240OLS 1.O,01,OR N 2400LB I,11,III,OR N ...MAmOu SPACNG BETWEEN ANCHORSLOCATION FROM END WALL OF AUGERµCKER Ln N A
-0" Sw 4.00/320 0•TO 6- 6'-0• 2029LB 1•U,UI,OR N 2133LO I•II.III,OR NOTESOR SPACING rs DESTGNED A5 PER ASCE-T. (yI ALL
6'-0" SW 3.00 240 0•TO 6• 6'-0• 1658LB I,II.III.OR N 1066LB 1,Il.III,OR 2.ALL MEASUREMENTS ARE CENTER-TO{ENTER. GENERAL NOTES
/ 3.ME MBIYUM NUMBER OF ANCHORS PER SHED 15(4).(I)ANCHOR PER EACH CORNER. 0
§i 1.FOUNDATION PLANS ME NOT PARI OF 7X15
•LOAD WIO1N OF UPLIFT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING rs MORE THAN 10'-0• PLAN SET AND ARE GOVERNED BY LOCAL
NOTES A.
BETWEEN ANCHORS. JURb01CRON.
ANCHORS SHALL HE ON WE WALLS EXCEPT WHEN ME SHED IS PLACED NEM TOM
2.THIS BUILDING'rs DMUPT FROM ME FBC
1.PAD SPACING IS ENO TO CENTER OF PAD. EXISTING SU LIAR;IN WHICH ANCHORS CAN BE PLACED ON ME ENO WADS AS CLOSE W ENERGY CONSERVATION CODE PER SECTION
2.PADS OTHER MAN ENO PADS SPACING 15 CENTER TO CENTER. ro ME WE AS POSSIBLE. J
].USE SAME MAGNUM SPACING FOR INTERIOR SPACING. 1015.22.
m A REFER TO TIE-DOWN DETAILS FOR PROPER
INSTALLATION REQLRREYEOS TO MEET CODE
p
T �l 2•d•uLvuRzm wAVNER J %\\\`\h ....T••••... ////j
.2•CALVANI WASHER WITH 1/2•NM 1/2.1lmmo RDD CD \�C�:•' \GENg ••
wrM 1/2•nur OPTION&FOR'IGH E• NNONTC i i RSIK OLT Z `Q-.; 1• @ ''•..LL
t/2•iMRFADED ROD EYES BOLTED TOGEMER NTH 1/2•.2•
aPnOnrL FOR TIGN
SET'
BOLT&NUT(WN(2)2•.2•GALVANIZED Vz•COUPLER r.4•eOrtoY PUTS HARED
V2•COUPLET WASHERS(2.aoDLB SHEAR eARAenq 1/215•(400 AUL)NCHOR
CONCRETE ro x'.B'P.T.BASE Q _-yk
1/2•.12•FORGED EYEBOLT •. . , . . . THRU IN WEDGE
P.T.BOTTOM PLATE �{-�•
. ' A.. (SEE TABLE 1 FOR SPACONG)
EYES B TED TOOEHER WITH 1/212• U' STATE OF
BOLT h N NRH(2)2•.2•CALWM2E0 )( ,TYPE I,0,S REN PDO WIM 1 21]•(100 ER. SIYPSON A-24 CONCREE SUB BT OTHERS MROUCH �QDNGflEE SLAB BY OTHERS
MR0001 /
WASHER (2.000L9 SAAR CAPACITY) 9{%• F BLOCKING AS REQUIRED(SFE TABLE]). CONCRETE WEDGE ATCHOA CUP OR EQUAL LOCAL CODES AND JURISDICTION IOGI CODES AND JURGOCRON Z /i�T•'•., FL O R 10 P •:'•��\
(SEE TABLE 1 FOR SPACING) / \
Q•FARM AuuR Axcxm7
p //CCs••...............•••' G \\
( &BLE 4 roR sPAOTIG) / s EN %%
T.0 S AD ORI•RLOCID SHED KING ANCHORED yTOHCONICDRETE SHEANCHIORED OTO COONCRETEION //j0 NAi �%
TIE-DOWN DETAILS ti Ma1mWW T.BalAwi.P.E.
n0 m L xOSW 646DB
z ShIi- AD-1 OF 1
PSI APPROVAL 2018-01-18 Side Wall Header Schedule(180C) End wan Header schedwb teoc
eFtRw�aefaa �`
D4 ALDMINUM ROOF SHEATMNO 9uIM6ia 111fld61 Fartansm w/ffirap SIZZ Mex.6pnf N*) (—,ebHc3 V.. o
Slsa to 4' (each MCI) }37t4`el ra o 5 •. -•iii"iy*'I.�W d J'}M�';is
u. Pan - f .
ti'x4' 9-9'z O.191'udla a.a as a a 1 '� -
4XCW25W g-0' 1 B-9'x O.191'mlls e.NU-Nunoar°fy kstWs natLm to euppat oecnart .,
a.T as ca tr 2 Sp1ma aF1r a Lela let
b.NJ.N1mlbr al..k studs mWIred to support froth old. d.No.heN stun.fild z<6 studs Ide eet. s ~F' -..
e.Window hmdw for wlndew opedngs that hoe mom It..fiO%eomMnedotudw.2W—
and IW—,,ethltwtsa".door hmdorschodda. ::....;_.•.....
d.Sea header d"Is 6raltamY4'ata layout%Lu b1ar4'x4'P.T.
aoaeai> °O�"s s°f w�frua ^•
.h
e.Thrheadsmhaatlhdtothetppltaadthmhnthecomdndtnt/If Si,
CODE INFORMATION
09MIcat and aso Iha mulmum spm°Med. woE VOWN MIA I
,� tx RUNNI]ts saoem s®
y; Rr+ews 9I wm TTPE
it oo 6tm EN tree w
�I I� Duan nom°"µ• MPRarE=N bla
.m FM SUPPm39aN ST91EM blit
1'x4'TRUSS a r u a f1H nr amroANCY 1m
�• M0 14'O.C. i'j I m 1r r ao 9I.&AME Kam of alel�S f
I �tua a' nwasw�i.xrna ,127 Wtt a�NMa sPEm 1m,Pe
[ND*A TRUSS - HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & °09 c
(OPTI0NAL1 & DOORS DOOR 6' WIDE OR LESS a'x4' W 2 x4� eMXISURE °t°°sm
WIWNL PI835URE mentaeW /-.18
NPORUDICE fume Lla
R—" U3 LOAD
QROOF ANO.N
OUTLET PIDaR b ldDaroW1pa '
LLfMOAWLE.E6E 9-WRE MC CAM
--NCI5E (oofv-
1fAvar•vsY
ml xl®FCM Iab'
NSLe
SOURCEewoR vAe Luso Sn TaPSI-1}OPSf°R'
DESIGN PRESSURES L - ua u.ewm W M M of*X1%BOOR ROOF N/A
ROOF+27b-84.7 ROOF FRAMING PLAN WIRING DIAGRAM od.PaaFA.veaesu Momma Pet 6uum f
ODORS NO +926-19Z (OPTIONAL) .a+u.�.nrmrcn.Nn
nn.mtunrmv HURME PImRCIION US%M b
rvlaxaum.ulrinmm� la0def.11¢slater USW b
awn[Yfe• ee aUL •pom•dnaor IPUaOIm SQUAM FOOMM iw saFt m rm
oA�
REVISIONS
Yrof�urPa r REV OFSCRIPfON DATE I BY
� �� aaWpuu ras
v�nea wmla
Ir Ylx
e nim .
area or. MTB
z
D
z 12/12/17
0P-
sw ms n!R to lit N A.
ii-r 3Aµ. rrom rwub z In SS-e-18OCR1
f.F sof wo fw eat wf J
rum mWb IW-. rula.va:hor wm ar rlm ruV m um k¢
sa<na[ 4.� >.+xa��wmamfoa e�for�r�in ret omm momrtmx
Ab nom ruiAw l♦mf son 11 a nrm R ¢Das rm rfnm amowAoarf
pa NYl 2g ir aw fUa-fuser STANDARD WALL DETAIL � A Q� �yy � ���p
r4 n n rd ro n- WRR DDDR h WINDOW OPTIONS mMnim fabs rc N O b NOIm
ELEVATION CROSS-SECTION END ELEVATION nr rr.4mofn esµ Vi'r.Tn'a0O0naoao st1P(iu ar ITR U a ass 4.sa rc bIL fan AN m•WfIEd
T91GL MCH FRAME ,ryy qq,mryya,� -a/r T W 6 MIW m a Fmwm elfFnt a aoam Two fOuc
....OR Gat a rm mwmT -r/f rS.T!0 Q pq YO a001b flaapltfm'M woo--am
v 11. a.1��1,AT��L[I)i�9�emn MWla SmGUWL YdhaC
• __ _ _ MeoaW r�laY�a�1N[��a l®IT�OIIFYIap
G
fYX rvfY r�d• r-ni4• Z
Warr lAom r-W L\CENSk-
s•., Ly//
rQ r-ra r IX fi i
* oaacv�'1u�m.w mho w
of am�a � R V)
Q
rw•uo ffu _
mlmii. :fr oz i STATE i4,
j m.pnR aµ•rn a asfm I i/O ipF r(v
4u•rt.AiWm Ru I T••..r t-0 R 1 D p' ,.•'' - \�
rum rr4ao n�a::ran`m'au}r°nn°�im � //�toss•••...... •• '�G\\\`
P9 1-1
---ILL
rte•m 1rµ rSA
m M."o LAin P.E
END ELEVATION END ESATION Z
Florida I.= 84608
WIINOIR DDDR WRf1 c�La!DE DDDR nnm Aomr,a¢souuc mr oa
IavmoaWy FLOOR FRAMING PIAN m �18U SSB-1 (]F