HomeMy WebLinkAboutEngineering `
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Phone.D5DAO7.11124^Fax 851414.0436 '
8balmeyBmmhears` Rmm0eSmnfis, Governor
August9 OWED
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Alex Martens
' ^
Superior Sheds,Inc.
ST. Lucie County,Permitting
asa3s.volunmAve
Orange City, FL 32763
RE: Manufacturer Certification,D0mrrzza/ Expiration Date:August 07,2022
Dear Alex Martens
'
It is my pleasure to inform you that Superior Sheds,Inc., located atZ323s.VolusiaAve, Orange
City, FLjZ7*3, has been approved under the Manufactured Buildings Program,usprovided for
under Chapter 5s3, Part I, Florida Statutes,mmanufacture Storage Sheds,Manufactured
Buildings for installation inFlorida.
' tonutmubon or modification on a manufacture"d 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. 8
�H- KU
Each Code change will make your plans obsolete until they have been reviewed,ap I proved and U uu
indicated [on the cover page pfthe plans]for compliance with the Code byyour 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 K j@
having jurisdiction. -
The Department's contractor will make unannounced monitoring visits otleast once each year.
You must grant complete access uvyour manufacturing facility and records m'renain/n
compliance with the rules and regu|hbonsu[mh�pmgnam.
Your certification isappmi7edfor three years from this date.You will receive arenewal notice by
Email generated bythe oClS ( )[oron|lnerenewa|. Ifyouhovequesuons
you may contact Robert Lorenzo atg5n-717-z83su,our FAX ato5O'4i«-o«3s.
Please visit our website a,www.floridabuilding.org msee valuable information vnthe Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local '
building permits.
/
Sincerely,
-_-
Robert Lorenzo
Manufactured Buildings Program
cc:TnpLine Engineering, LLC
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SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SH D -- ----
�^y/ j 4'
' 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 DOUBLET WIDE IS
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 LEVESTO)LJ�IgHEuuntj.'0 11
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACI 9LE"9)r- r-.•:(-%R
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 "x4}"
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 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.
THRU THE 2"x4"BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2' EYEBOLT OR OPTIONAL (4,90OLB) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). GOOF VERSION ree BRAT sa rmwN,,AEC[-T
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 NIDI &1000R-
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND 1 00RWAY5 WITH NO INSTRUCTIONS. EYELET AT REMOVED. BLUNG TYPE
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 MNSMUCIlGN TYPE v-O
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. PLTE PROTErnON HONG
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. 14Mi
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 OMLOWABIE NUMBER OF STORE saR�L
7.IF THE UNIT IS A'NO FLOOR' OPTION.ANCHOR WITH 1/2"x5"WEDGE ANCHOR THRU THE BASICA WHO SPEED V.-tmroe
2"x4°BOTTOM PLATE. - 1.BUILDING ANCHORS SHALL BE'MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE E]aOS11RE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA. OR EQUAL AVERAGE ENCLOSURE a�
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. INTERIM PRFssu9E tOEmaFM
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
TABLE TABLE 2 TBE 3A LOCATE ANCHORS PER TABLE 4A OR 4B. IMPORTANCE FAMI. e
ANCHORING T0 C NCRETER C 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD HmF
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH x1 X2 x3 TYPE PAD DIMENSIONS MAX.LOAD' MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR, THESE CAN BE EXTENDED WITH ROOF LIVE LEAD 2W w
CO CRETE TACK OU TY THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED FLOOR DEM LOAD ersr
20'-0" 400 3'-6' 13'-B" 1'-10)" 1'-101" 11-1011 I 2".8x16 1778LBS C ENT AND SAND Mix PORTIONS OF SHEDS ON LEVELING BLOCKS. FLOOR IJK LOAD m ievs-I]4vs art.
13'-B" 280 3-6' 11'-B" 2'-B" 6'-4' - II 4"x8"x16" 35COLB5 CO CRETE BLOCK W n TABLE 4 •R•ruTNG o<wuEs,F1DOR.ROOF w.
CEMENT D sAND MIX 30"AUGER ANCHOR SPACING- SINGLE WIDE
11'-B" 240 S- 10'-0" 1'-7' 6'-10" - III 16'.16" 3950LBS ABS PLASTIC PADS SHED WIDTH LW UPLIFT(PLF)ENO ANCHOR--MAX.INTERIOR SPACING... MODGlE9 Pm Bu¢DNG 1
10'_p" 200 S-C B'-0" 0'-9' 6'-6' - IV 6'x8"x18" 1BDDLB$ CO CRETE LOCK 0 lY HURRCML SHELnOTTER
UEEGE Na
CE ENT D S D N 13'-B" 7.00 243 O'.-0"TO 3'-0' 10'-0" HURRCANE SXELIER USAGE NO
B'_p" 180 6N_0' 0'-10' 51" - N BASED ON 2o0DPSF SM.EEMNG WAcv(20ODPSF I5 1TPIH.L) SOVARE FOOTAGE Ing RVN n0 wAi.
11'-B" 6,00 206 0'-0'TO S-C 10'-0' REVISIONS
6'-O" 120 3-0' -MUM AAE MOM END OF JOIST TO CENTERS OF(2)4.4' 1.HOl1CW OR SOLO CONCRETE BLOCNS(0'.9'081 MAY BE STACKED
ENDS ONLY.13'-B'WIDE SHEDS NAVE(4)SER OF SKIDS. ON PMS FOR HIGH SETS UP TO 48'walimm ROMMING. 10'-0" 5.00 174 0'-0'70 3'-0' 10'-0" R OESCRIPTON DATE BY
2.ABS PADS REQUIRED ON 11'-B'AND 13'-9'WIDE SHEDS ONLY. 2D1T Fee H/tf/AT YR
B'-0" 4.00 135 D'-0'TO 3'-0" 10'-0'
O.Wrm Axalal e•AID NAR,ANOA04 prtMaN Hao/Ie V.
TABLE 3 6'-0' 3.00 104 D'-0'TO 3'-0' 10'-0'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE A,DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPET BLE B
SHED WIDTH TYPE LW(PLF) ENO PAD MAX.SPACING ENO PAD SIDE RUNNER I 30"AUGER ANCHOR SPACING-DOUBLE WIDEPAD TYPE PAD IE OR SIDE RUNNER SHED WIDTH LW UPLIFT(PLF)END ANCHOR--MAX.INTERIOR SPACING... -
13'-8" SW/DW 4.15/332 0'TO 6' 6'-0' 1936LB I,II,111,OR N 1870LO I,a,III,OR N 20'-0" 10.00 400 0'-0'TO 3'-0" 5'-0" NITS
- D.*.ey
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SW/OW 6.00/480 0'TO B" 6'-0" 2558LB I.II,111,OR N 2558LB I,11,III,OR N •LOAD WIDTH OF UPLIFT ON RUNNER W 4/26/16
.•LOCATION FROM END WALL OF AUGER ANCHOR
10'-0" SW/OW 5.00/400 0'1O 6• 6'-0' 24COLB I,it,III,OR N 2400LB I,II,III,OR N •"MAXIMUM SPACING BETWEEN ANCHORS (n N/A
SW 4.00/320 0'TO B• 6'-0' 2029LB I,II,III,OR N 2133LB I.11,III.OR N 1�ANCNOR SPACING IS DESIGNED AS PER ASCE-7. W •' ALL
2 ALL MEASUREMENTS AAE GENERAL NOTES
6'-0" SW 3.00/240 0'TO 6• 6--0' 1658LB I,11,111,OR N IBB6LB I,11,01,OR N 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER. I.FOUNDATION PIANS ARE NOT PART OF THIS
•LOAD WIDTH OF UPLIFT ON RUNNER ADUMONAL INTERIOR ANCHORS ME.REOUIRED IF SPACING IS MORE THAN 10'-0' PIAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS. JUIBSDICRON.
4.ANCHORS SHALL BE ON SIDE WAIFS EXCEPT WHEN THE SHED IS PLACED NEV TO AN 2.THIS BUILDING IS E%EMPf FROM THE FBC
1P AD SPACING IS END TO CENTER OF PAD. EXISTING BUILDING;IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE LLJ ENERGY CONSERVATION CODE PER SECTION
2.PMS TAMER THAN END PADS SPACING IS CENTER TO CENTER. TO THE SIDE AS POSSIBLE. _J 10115.22.
3.USE SAVE MAXIMUM SPACING FOR INTEWOR SPACING. m 3.PETER TO TIE-DOWN DETAILS FOR PROPER
::) INSTALLATION REQUIREMENTS TO MEET CODE.
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(22GALVANIZED WASHER WITH 1/2'NUf 1/2'THREADED ROD 0
WITH I/2'NUT OPTIONAL FOR-HIGH EP Z
NOTCH OR COUNTERSINK BOLT
/2'THREADED TIDO ETES BOLTED TOGETHER WITH 1/2'.2' TNRU 214'BOTTOM PLATE (n
AL FGR IGH SET• BOLT h NUT WITH(2)2'.2'GM.V -0 1/2'COUPLER 214'BOTTOM PLATE NAILED
1/2'COUPLER _ WASHERS(2AOOI8 SHEAR CAPACITY) TO 2'.B'P.T.BASE
is ) 1/2Nd'(400 IA CONCRETE I Q
•FORGED EYEBOLT i F, • MIN• WEDGE AN NO�Bim SVB -____•���IC{ MIN.
. THflU 2'.4'P.T.BOTTOM PLATE 1"(SEE TABLE 1 FOR SPACING)MER WRN 1/2'.2' TYPE L,U,III,OR N PMB2)2'.2'GLLVA12m T( BLOCKING AS REQUIRED TABLE 3). 12Nd' 400 IB. SIMPSON A-24 •LONGRETE SI/B BY OTHERS RIROVGN CONCREIE SLAB EY OTHERS THROUGH
H SINEW GPAC Y) % CONCRETE WmGFs ANCHN CUP OR EOVk IOGAL CODES ANO JURSDICDON LOCAL CODES AND JURISDICTION o 1/9/19
M AUGER ANLNOR 1 (SEE TABLE 1 FOR SPACPIG)LE 4 FOO sPACING)SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
ANCHORED TO CONCRETE ANCHORED TO CONCRETE
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TIE-DOWN DETAILS F101da U.-ii#04600
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Side Wall Header Schedule 1180C1 End Wall Header Schedule 1a0C
2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN.#SS-B-180-C
Feat�nsors w!o Y np t..
Building Width SIze14J Mex.Span HJT) hen --
D{ALUMINUM ROOF SHEATHING P Fasteners w/strap J"
,r- Sire to Itle (each and) 1-254• 6-0' 0 4-3'a 0.131 nab --------------
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5.Window
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and below otherwise use door header schedule. rAErAxm mmr�� e
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(OPTIONAL) & DOORS DOOR B' WIDE OR LESS 4"x4"W/2'x4" INTERNAL
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ROOF+27,8-94.7 ROOF FRAMING PLAN WIRING DIAGRAM losaeaaa.bw vv eTerren
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