HomeMy WebLinkAboutEngineering FLA 6ianufa tared Eiu'dir#g Flq m
ProfessioRECEIVED ` _
rllmne-950 487 182-41-Fix "DOWN si",5
EB 2 1 2019
Ken Lavison,Secretary ST. Lucie County, Permitting Rick Scott,Governor
September 23,2016
Alex Martens
Superior Sheds,Inc. I&PY
2323 S.Volusla Ave
Orange City,FL 3276FILL
RE:Manufacturer Certification,ID MFr-113; Expiration Date:September 22,2019
Dear Atex 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 pians 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 pians 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( a.rTar[dabuiidinq_org}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 rmnv.iioridabWina.ort1 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 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. -L' ^`. e':!�_.:•�•!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 - I ,.,,,,•�?._
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE 7'I( BUILGING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). ( 1.
BUILDING
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUIID[ED
RECE VED]3,V
II 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE _
IS SUPPORTED TO LEVEL.BLOCKED,AND THEN SHIMMED. r`(IVJ(l FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)3'n44'
3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT O BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE R.
SPACINC.(SEE'TABLE 3). FEB Z 201 LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING 15 THEN COMPLETED. THIS
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRIL AUGER ANCHOR "'"PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODTHRU THE 2"X4"BOTTOM PLATE WITH A"1/2"AUGER ST, 1/2"EYEBOLT OR OPTIONA (4,900L8) 4.GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). Pc.171/2"THREADED ROD(FOR A"HIGH SET")IS SECURED THRU THE HOLE. LULIB COUDty, 6f 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS N"NUF"C"INU sweaA a4m
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. euLOWG TPE
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 4fM ITD
6.IF THE UNIT HAS A FLOOR,EITHER A HOLE IS OUG FOR THE 30"AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. carmxunloH TroE v-B
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE FIRE PROTECTION KVI[
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM FIRE s"'ROMM"M1°I "W'Q
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" -MC, nmkE
WEDGE ANCHOR. 9'' Au0WIB1E NWmER OF STORIES 1
7.IF THE UNIT IS A'NO FLOOR'OPTION.ANCHOR WITH 1/2".5"WEDGE ANCHOR THRU THE ,ma:.. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS --B�=
2"x4"BOTTOM PLATE. 4K3f yam;, ._a:,/' EXPOSDRE c
F11.BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE ENCLOSURE DnT®
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA. OR EQUAL. AVERAGE DITERK&PRESSURE COEFFICIENT
TABLE 1 TABLE 2 TABLE 3AHOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. uIwRTRICE FACTOR
2.ANCHORING SYSTEM TO GROUND PER LOCAL,BUILDING CODE (BY DEALER).
ANCHORING TO CONCRETE SKID RUNN R SPACING- P%D TYPES LOCATE ANCHORS PER TABLE 4A OR 4B. ROOF DUD LOM lam
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED MOTH XI X2 %3 TYPE PAD DIMENSIONS MAX.LOAD' MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU'THE BOTTOM PLATE ROOF UNE LQAD 2wy OR-
20'-0' 400 S_6" 13'-8" V-101" 1'-101' 1'-101' 1 2'.8'.16' 1778LBS CONCRETE BLOCK DUALITY (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. FLOOR DEAD LRD
CEMENT AND SAND MIX RUM IRE LAN!
13'-B" 280 3'-6' 11'-8" 2'-8". 6'-4' - II 4.8'.16• 3500LBS CONCRETE BLOCK QUALM TABLE 4A ra
CEMENT AND SANG MIX 30"AUGER ANCHOR SPACING - SINGLE WIDE �•RATwc°F •FLOGt RooF LVA
11'-8" 240 J'-6' 10'-0" V-7" W-10' - III 16•.16' 395OLOS ABS PLASTIC PADS uOGLES PER BULDU c I
xuRRKANE PRaIECINN USAGE
200 ]'-6' 8'-0" 0'-9• 6'-6' - N 0'.8'.16' 1900L85 CONCRETE BLOCK QUALITY
SHED WIDTH LW UPLIFT(PLF)END ANCHOR--MAX.INTERIOR SPACING••' b
CEMENT AND SANG MIX 13'_8• 7.00 247 0'-O'TO 3'-0' 10'-0' NuwaFANE SHELTER USAu
8'_p• 160 3'-6' 6'-D' W-10" 51" - •BASED ON 2000PSF SOIL BCMNG WAOTY(2000PSF IS TYPICAL) SQUARE POVTAGE Itss MNI rs0 SOAP.
11'-8" 6.00 208 "TO S-W IO'-0"
3'
B'-O' 120 -s" •VALES 49E FROM END OF JOIST TO CENTERS OF(2)4.4' 1.
NOTES
C'-0
tOW OR SOLID CONCRETE BLOIXS(618•.167 MAY BE STACNEO REVISIONS
SKIDS ONLY.I3'-B'WIDE SHEDS HAVE(4)SETS OF SNOS. ON PMS FOR MGH SETS UP TO 45'WITHOUT REINTERCINC. Io'-O" 5.00 174 lY-0•TO 3'-0' I0'-0' REV DESCRIPTON DATE BY
2.ASS PMS REOUWED ON I1'-B'IRO I3'-8'WIDE WEDS ONLY.
8'-0" 4.00 138 0'-0'to J'-0' lO'-0'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE& DOUBLE WIDE SHEDS 3.00 104 0'-0"TO S-T 10'-0
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
30"AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) ENO PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER -
PAD TYP PAD P TYPE TABLE 3. SHED WIDTH LW UPLIFT(PLF)END ANCHOR"IMAX.INTERIOR SPACING••' oreN
13'-8" SW/OW 4.15/332 0•TO 6• 6'-0' 1936LB I,II,III.OR N 1879LB I,11•III,OR IV 20'-0" 10.00 1 400 D-0•TO S-0' 5'-0' O Doly: MTB
11'-8" SW/DW 6.00/480 0'TO 6" 6'-0' 2558LB I,II,III,OR N 2558LB I,II,III,OR N •LOAD WIDTH OF;UPLIFT ON RUNNER W 4/26/16
••LOCATION FROM ENO WALL OF AUGER ANCHOR ]- .
10'-0' SW/DW 5.00/400 0•TO 6' 6'-0' 2400LB 1•U.III,OR N 2400LB I,II,III,OR IV •••YAKIMUY SPACING BETWEEN ANCHORS W N/A
uoA.I
8'-0" SW 4.00/320 0'TO 6• 6'-0" 2029LB 1,11,III,OR N 2133LB I,11,III,OR N NOµCHOR SPACING IS DESICHED AS PER ASCE-7. W ALL
2.ALL WEP
SW ].00/NO 0'TD 6" 6'-0" 1658LB I,II,III,OR N 1B66LB I.U.III,OR N 3.THE Yu�iIUUY MEASUREMENTS
OF MCHORSO PER WED IS 4).(1)ANCHOR PER EACH CORNER. GENERAL NOTES
( 1.PLANFOUNDATUOSETA PIANS GO NOT PARE OF THIS
MDI110NL INTERIOR ANCHORS ANE REOUniED T SPACWG 5 MORE THAN 10'-O' 'lr PLAN SET AND APE GOVERNED BY LOCAL
.LOM WIDTH UPLIFT ON RUNNER BTWEEN ANCHORS. JURISDICTION.
NOTES 4.ANCHEORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NE.f TOM 2.THIS BUILDING IS EXEMPT FROM THE FBL'
1.PM SPACING 15 ENO TO CENTER OF PM. EXISTING BUILOWO;IN WHICH MCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE LLJ ENERGY CONSERVATION CODE PER SECRON
2.PMS OTHER PON END PMS SPACING R TO THE SIOE AS POSSIBLE. J 1015,22,
3.USE SME MAMUY SPACING i0R I
M 3.INSTEP TO TIE-GOWN METALS FOR PROPER
�
INSTALLATION REQUIREMENTS TO NEST CODE.
O
1111
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T.
212'GALVANIZED WASHER J \\ •••• •.,,�O%/
2'.2'GALVANIZED WASHER WITH 1/2'NUT 1/Z'71WEMED R00 O \•� /
WITH 1/2'NUi - OPTIONAL FOR'HIGH SET' NOTCH OR COUNTERSINK BOLT Z `� •• ),10ENSF •.,• /'
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OPTIONAL FOR 7BGH SET' .W'COUPLER THRU 2'.4'BOTTOM PUTS
OLT NUT WITH(2)212'GLVINIZEO
1/Z'COUPLER _ W HERS(2000LB SHEAR CAPACII'/) - TO Z i6POT.WE NAlEO I � r
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n (SEE TABLE 1 FOR SPACING) M________t_____ � :•�.`
TOGETHER VM.1/21z ,. i STATE OF /(V
8 T h N WRH(x)212'GALVANRED TYPE I,n,QI.INC NPM 1 _
BLOCKING AS REQUIRED TABLE 3 /Z.3'(400 LBJ SIYPSON A N CONCRETE SUB W.OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH / Q'• �/\
S 2.DOOIH SHEAR CAPAFR7) F CONGRESS WEDGE ANGIOR CUP OR EQUAL LOCA.WOES AND JURISINCTION LOCAL CODES AND JURISDICTION z .tE''• Fl O R I D FL :••���
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ANCHORED:TO CONCRETE . ANCHORED TO CONCRETE QQ /1111 LIN\
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Florida Licensense 64608
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