HomeMy WebLinkAboutEngineering Up
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��Qi'1�t 2861 Blairftneftoad
Tallahassee,Florlda3239g OV2
Phone.85D.437.1824-Fax Bs{?.414.M
Halsey Beshears, Secretary Ron DeSantis, Govemor
August 07, 2019
Alex Martens 1 {u V
Superior Sheds, Inc.
2323 S.Volusia Ave cif Lucie County, Permitting
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 SCIS(www.floridabuilding.ora)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.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
l
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1�. "-`µ_
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. 1A 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
M
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). �
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(1}4"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 R.
SPACING(SEE TABLE 3). LINED UP-AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS CODE I FGR TION
4.ANCHOR PLACEMENT IS ESTA13USHED 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. DE vFARON
rae AaIT an emu..,Axe-T
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). CODE YE S H DiF0ml emx
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
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CR
INSTRUCTIONS. EYEIJ:T AT REMOVED. 6=14.TAPE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. M&XtRUM OF 6'ABOVE GRADE. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSRucnON TiPE v-e
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. PRE PRORCIIGN NIU
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2-HOLE IS DRILLED INTO THE PRE SUPPRESSION SYFEU Nov,
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOMOCCUPANCY
nowt,
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS C IND��
BASIC
NUMBED of sORIEs
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2"X5"WEDGE ANCHOR THRU THE �O WINY"-100nip•
2°x4"BOTTOM PLATE 1. BUILDING ANCHORS SHALL BE MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE ETwosuRE °
.
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL AVERAGE ENCLOSURE a0am
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. tRFRNu.PR-RE COEFFICIENT •%ole
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
TABLE TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 4B. NPORMNCE FACTOR 1.15
A C )RING TOC
O R U SPACING- ROO
3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE -FIELD D
o LOAloess
SHED WIDTH UPLIFT(PLC)ANCHDR SPACING SHED WIDTH xl 16--6
x3 TYPE pAo DIMENSIONS MAx.LOAD MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF LIVE LOAD xwv oR woos.
CO CRETE BLOCK QUALITY THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED FLOOR Dun LOAD
20'-0" aeD S-6' 13'-8" 1'-10f' I, To] I 2"xB'xl6" 1778LBS CEMENT o SAND MI% PORTIONS OF SHEDS ON LEVELING BLOCKS. TIppR TOE LOAD sm TePs'-ueFs al+r.
13'-B° 280 3'-6' 11'-8° 2'-8' - II 4'x8"x16' 3500IB5 CO CRETE BLOCK 0 IT TABLE 4 YG RAONG OF WALLS,FLOOR.ROOF WA
C ENT AND SAND MIX 30"AUGER ANCHOR SPACING-SINGLE WIDE -
MODVIEs PER BUILDING 1
240 S'-6' 10'-0' V-7" - III 15"x18' 3950LBS ABS PLASTIC PADS SHED WIDTH LW UPLIFT(PIF END ANCHOR--MAX.INTERIOR SPACING...
co CR AU
LOC 0 ) HURNFAJEE PROIECf1ON USWE M
200 3-6' B'-0" 0'-9" - N s".8 06" 190DLBB CE ENT D SAND MIX 13'-g" 7.00 243 0'-0"10 3'-0' 10'-0° HURRICANE SHELTEN USAGE Ip
g'_0• 160 5-6' 6'-0" 0'-10' - NOTES ON 20DOPSF SOIL BEARING CAPACITY IIOODPSF IS TMIUL) 11'-g° 6.00 208 0'-0'TO 3'-0' 10'-0' FmTACE REVISIONS Lm THLV ne IM
120 �-0" -VALUES ME FROM END
OF JOIST TO CENTERS OF(2)414' 1.HOLLOW OR SOLID CONCRETE BLOCXS(816'x16')MAY BE SrACItEO 10'-0" 5.00 174 0'-0"TO S-cr 10'-0" fl DESCRIPTON DATE BY
SKIDS ONLY.13'-8'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48'WITHOUT RONFORCING.
2.ABS PADS REQUIRED ON IV-B'AND IT-B'WIDE SHEDS ONLY. _ I xo1T me 11/12/IT V.
4.00 138 ly-0°10 3'-0 10'-0" x cI1ILYm AIp1OT,•AF4 YAX.AhOm OnQaoN e/2e/le Mle
T BLE'3 6'-0" 3.00 104 U-T To 3'-0' 1o'-O"
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE 30AUGER ANCHOR BLE B
" SPACING-DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD S1DE RUNNER INTERIOR S1DE RUNNER SHED WIDTH LW JUPUFT(P(F)END ANCHOR"IMAX.INTERIOR SPACING...
PAD TYPE PAD PAD TYPE V3 D,. er.
SW/DW 4.15/332 0'TO 6• 6'-O" 1936LB L 0.III,OR N 1879LB I,II,III,OR N 20'-0' 10.00 1 400 0'-0"TO S-0' 5'-0" 0 Dadt
SW/DW 6.00/480 0'TO C 6'-0' 2558LB I,11.III,OR N 255OLS I.II.III.OR IV •LOAD WIDTH OF UPUFT ON RUNNER W "• 4/28/18
••LOCADON MOM END WNL OF AUGER ANCHOR
10'-0" SW/DW 5.00/400 0"TO 6' W-0" 2400LB I,11,III;OR N 240OLS 1,II,III,OR IV •••MAYINUN SPACING BETWEEN ANCHORS N A
SW 4.00/320 0'TO CB. 2029LB I,II,III,OR N 2133LB I,II,111,OR N NOTES SPACING IS DESIGNED AS PER ASCE-7. W R• ALL
2.ALL MEASUREMENTS ME CENTER-TO-CENIFA. Q GENERAL N07E5
SW 3.00/240 0'TO 6' 6'-0" 165BLEP 1,11,111,OR N 186OLO I.11,111,OR N 3.WE MNWUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNEA. 1.FOUNDATION PEWS ARE NOT PART OF THIS
ADDITIONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0' PLAN SET AND ME GOVERNED BY LOCAL
•LOW WIDTH OF UPUFT'ON RUNNER BETWEEN ANCHORS.. JURISDICTION.
4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACID NEXT TOM 2.THIS Y CONS R TION C FROM THE iBC
1
NOTES
MS6PACING IS ENO TO CENTER OF PAD. To TH O 6WIDING;IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE LLI ENERGY CONSERVATION CODE PER SECTION
2.PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. TO ME SIDE AB POSSIBLE M ROIB.22.
3.USE SAME MAXIMUM SPACING TOR INTERIOR SPACING. LI) 3.RECTA TO DE-DOWN METALS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
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11•GALVANIZED WISHER (�
WTM I/2"Nur1/2'THREADED ROD Z
212•GALVANIZED WASHERT- ,.,--O.GNAL FOR'NIGH SET NOTCH OR COUNTERSINK BOLT
WITH 1/2'NUT THRU 214'BOTTOM PLATE
I/2'MRFA0E0 ROD - EYES BOLTED TOCEMER WWVrtH 1/2'x2' N
OPDO,NAL FOR HIGH SET" BOLT&NUT WITH(2)2'a2`GALVANIZED 1/2'COUPLER 2'a4'BOTTOM PUTS NAILED I
1/2"CWPIFA. _ WASHERS(2.000LB SHEAR CAPACITY') _ 1/215'(400 LU. CONCRETE TO 2'a6'P.T.BASE W
• MIN. WEDGE ANCHOR INFO SLAB ____ NTN. Q N, i
1/2112'FORGED EYE 60LT . . • • 1 MPU 2'a4'P.T.BOTTOM PLATTE- _-__ V_�/
J. (SEE TABLE 1 FOR SPACING) 0
ETES BOLTED TOGETHER WITH 1/2'x2' iTPE L 0,II,OR N PAD WITH
IT&NUT WITH(2)2'x2'GALVANIZED IwI BLOCKING AS REQUIRED(SEE TABLE 3) t/2'W'(400 IB.) 4 SIMPSON A-24 •CONCRETE STAB BT OMElE9 TROUGH -_- LCONCRETE CO STAB BY OTHERS THROUGH
WASHERS(24OOLB SHEAR CAPACITY) ' k CONCRETE WEDGE ANCHOR CUP OR EOVAL LOCAL CODES AND JURISDICTION LOLL CODES AND JUfoSDICDON
VAT 0 1/9/19
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30'FARM AUGER ANCHOR (SEE TABLE I FOR SPACING)
(SEE TABLE 4 MR SPACING) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
SHED WITH
=AD OR SKIBLOCKING D ANCHORED TO CONCRETE ANCHORED TO CONCRETE '
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TIE-DOWN DETAILS Florida Ueeneo 64608
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2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN#SS-B-180-C Side Wall Header Schedule 1180C) End Wall Header Schedule160C
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D4 ALUMINUM ROOF SHEATHING
Building Id Fasteners or strep e heM c
Siz• Up to 14 a (each end) i-2'Yx• 441' 0 4-3'Y 0.131'IwRi - ---
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end below,otherwise use door header schedule.
1. FAamlar somui rm xa - q
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e.The heatler can be attached to the tap plate and thus hate the combined strength onus¢loo'm CODE INFORMATION
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