HomeMy WebLinkAboutEngineering b
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De Itl112ntaf Business FLA Manufactured Building Program
p r&f�rOfe5%nal R ri iOn 2501 Florida 3239-9-0772 Tallahassee,Ftorida32389-4772
Phone:850.487.1824•Fax 85D.414.8435
Halsey 9eshears, Secretary Ron DeSanti.s, Govemor
August 07, 2019 =COunty,
Alex Martens
Superior Sheds,Inc.2323 S.Volusia Ave
Orange City,FL 32763
RE: Manufacturer Certification,ID MFT-113; Expiration Date: August 07,2022
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.floridabuildinci.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 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:Top Line Engineering, LLC
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
Lk ---
• 1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR II 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS 1
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 4 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 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 ENO OF THE rrI BUILDING�IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). I
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
IS SUPPORTED TO-LEVEL, BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1A"x44" /
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 Q
SPACING(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED, THIS CODE I FOR TIO
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.
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 4B). CGDE VERSION rec mn am uaN,Ova-T
1/2"THREADED ROD (FOR A"HIGH SEf") IS SECURED THRU THE HOLE. NSTALLED PER MANUFACTURER'S 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS MANUFACTURER wvttwA BHvn
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT REMOVED. e.mO Tref
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS, OF 6'ABOVE GRADE. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION Tref V-.
6. IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30' AUGER ANCHOR AND 7FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TIRE PROHECITON NG"E
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE RECEIVED
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM ME SUPPRESSION SYSTEM HAS
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2° GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORSADmwBIE Nuuem GF sOweE
WEDGE ANCHOR. EP 2 r9 Z0 0
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2"x5"WEDGE ANCHOR THRU THE - BASIC WIND SPEED
2'x I_BOTTOM PLATE. 1. BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EXPOSURE Q
[US
cie County,Permitting AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL, AVERAGE FNCLosuRE Dlumm
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. INTERNAL PRESSURE COEFFICIENTH-ale
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
TABLE 1 TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 413. IMPORTANCE FACTOR 5
ANCHORING TO CONCRETE SKID RUNNE i SPACING- PAD 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE BODY DUD Low Ivry
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH k1 X2X3 TYPE PAD DIMENSIONS MAX.LOAD' MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF LRE LOAD 2vvv GR 3Hg9•
CO CRETE BLOC OU THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED FLOORDBD Low SPAY
20'-0" 400 N-T 13'-8" V_IC)° 1'-1q. v-101. I 2'xe"x16" 1778LBS cEME ANDD pMIX PORTIONS OF SHEDS ON LEVEUNG BLOCKS. FLOOR LIVE Low ADO:TePS-I-wr.
CO CRETE BAUIT
13'-8" 280 3'-0° 11'-8" 2'-8• W-4' - II 4•xB"x18° 3500LBS CEMENT AND LOCK U SANG MIX TABLE 4 •R'RATING OF WALLS•FLOOR,ROOF HYA
240 S-C )p'_p° V-7' W-10° - III 1e°xia" 3950LBS ABS PLASTIC PADS 30"AUGER ANCHOR SPACING -SINGLE WIDE MMULES PER BUIDNG I
_ SHED WIDTH LW- UPLIFT(PLF)FIND ANCHOR--MAX.INTERIOR SPACING--;
200 3'-6• B'-O• 0'-9° 6'-6' - N B"xB•x16• 1900185 CONCRETE BLOCK 0 TY HURRICANE SHELTER
PROTECTION GEwE W
10'-0° CEMENT,AND D MIX 13'-8" 7.00 243 U-O"To 3'-0• 10'-0' HURtDGNE sFOLTEn IRwE NR
g'_p° 160 3'-6• 6'-0• O'-10' 81' - NO ES ON 2000PSF SOIL BEARING CAPACITY(2000PSF IS TYPICAL) SQUARE MOTAC IIDS+ILQI Tm DLi.
11'-8" 6.00 208 1-o"TO S-V 10'-0• REVISIONS
6'-O" 120 3'-6' •VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'x4' 1.HOLLOW OR SCUD CONCRETE BLOCKS(818'.18')MAY BE STACKED
SWDS ONLY.13'-5•WIDE SHEDS HAVE(4)SER OF Sp05. ON PADS TOR HIGH SETS UP TO 48'WrtxOur REINFORCING. 10'-Q" 6.00 174 O'-O'To 3'-0' 10'-0• REV DESCRIPTON DATE BY
2.ABS PADS REQUIRED ON I1'-8'AND 13'-B'WIDE SHEDS ONLY. I GPv nc 11Al2/IT YID
8'-0" 4.00 138 U-0'TO 3'-0• 10'-0•
TABLE 3GRavm ANww r AFc MAx AVQ R umanx v/Jv/le u F
6'-0° 3.00 104 U-0•TO 3'-0• 10'-0'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE k DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE _ T BLE B
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD SIDE RU 30"AUGER ANCHOR SPACING- DOUBLE WIDE PAO TYPE PAD PAD TYPE ER INTERIOR SIDE RUNNER SHED WIDTH LW I UPLIFT(PLF)END ANCHOR--MAX.INTERIOR SPACING...
D.*.Dr.13'-8" SW/DW 4.15/332 0'TO 6' B'-0° 1936LB I,II,III,OR N 1070LO I,II,III,OR N 20'-0' 10.00 400 O-V TO S-T 5'-0' C) Dvw
SW/DW 6.00/480 7 TO 6' a'-0° 255BLB I,0,III,OR N 2558LB 1,II,BI,OR N •LOAD WIDTH OF UPLIFT ON RUNNER W ti 4/26/16
••LOCATION FROM END W.W.OF AUGER ANCHOR
10'-0"- SW/DW 5.00/400 C'TO E e'-0' 2400LB I,0,ITL OR N 2400LB I,II,III,OR N N MAXIOTS MUM SPACING BETWEEN ANCHORS (� • N/A
SW 4.00/320 O•TO U e'-0" 2029LB I.0,N,OR N 2133LB I,II,III.OR N 1N.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W v ALL
2.AL.MEASUREMENTS ME CENTER-TO-CENTER. Q GENERAL NOTES
SW 3.00/240 0'TO 6' 6'-0" 1058LB I,11,III,OR N 1Ba6LB I,II,III,OR N 3.TIE MINIMUM NUMBER OF ANCHORS PER SHED 15(4).(1)ANCHOR PER EACH COMM. I.FOUHMTION PIANS ARE NOT PART OF THIS
•LOAD WIDTH OF UPLIFT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0• ?� PUN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS_ JURISDICTION.
4.ANCHORS SHABE ON SIDE WALLS EXCEPT WHEN ME SHED PLACED NEXT TO AN 2 THIS BUILDING 15 EXEMPT FROM THE FBC
1. FACING IS ENO TO CENTER OF PAD. EXR1W0 LL BUILDINGLS;IN WHICH ANCHORS CAN BE PLACED ON ME ENO WALLS AS CLOSE LLJ ENERGY CONSERVATION CODE PER SECTION
2.PADS OMER PADS SPACING IS CEMCA TO CENTER. TO THE SIDE AS POSSIBLE. -I 1010]2.
3.USE SAME M SPACING FOR I RIOR SPACWC. m 3.REFER TO TIE-DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
0
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251°GALVANIZED WASHER J
2•x2•GALVANIZED WASHER WITH 1/2'NLT 1/2'THREADED ROD
WITH i/2'NUT OPTONAL TOR'HIGH ET' Z
NOTCH OR COUNIFASINK BOLT
1/2'THREADED ROD EYES BOLTED TOGETHER WITH 1/212' THRU 214'BOTTOM PLATE 0
OPTIONAL TOR*HIGH SET BOLT A,NUT WITH(2)212•GALVANIZED t/2'COUPLER 2'.4'BOTTOM PLATE NAILED I
1/2'COUPIFA _ WASHERS(2.000LB SHEAR CAPACITY) :. TO 215'P.T.BASE Ld
X 1/2 E5D (400 1B.)CONCRETE
{' 1/2112'FORGED EYEBOLT MIN. WEDGE ANCHOR INTO SUB MIN.
• •. • • • M`u 214 P.T.BOTTOM PLATE -
.. :. I'
' '' SEE TABLE 1 FOR SPACINGU-----'- -
EYES BOLTED TOGEMER WITH 1/212' L.I,II,OL OR N Pw WITH 0
BOLT A:OUT WITH(2)25'2'GALVANIZED BLOCKING AS REQUIRED(SEE TABLE 3). IY213'(MO W SWION A-24 CONCRETE STAB BY OMENS THROUGH CONCRETE SUB BY OTHERS THROUGH
WASHMI(2,01.SNFAR CAPACITY) CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JUNSDICTION O 2/5/20/^/�O
30'FARM MGM M'CNOR41 (SEE TABLE t FOR SPACING) 1 �5
(SEE TABLE 4 FOR SPACING) SHIEDWITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION F-
'
TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE '
TIE-DOWN DETAILS Matthew7.BOIGWIn P.E.
Bvrldv LIGGn 64608
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Side Wall Header Schedule 1180C) End Wall Header Schedule 1800.
2018 12-20 TOP LINE ENGINEERING APPROVAL PLAN#kSS—B-180 C Y —
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END W TRuss 4"x4"W 2'x4" FNCIDsuRE ac®
IOPTIONALI k DOORS DOOR 6' WIDE.OR LESS
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DESIGN PRESSURES L Q SMP-51,SM479,ICY5185o00 �•PAl810 OF WAus il11aR ROOT W4 T0DS
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