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SETUP AND INSTALLATION OF SINGLE WIDE SHED
�( SETUP AND INSTALLATION OF DOUG E WiDE SHED - --...-.._._...___..._
I.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 V" s 4 0
r
MOVEMF' ORUNITc/
r'(T JO PLUM SQUAREHHOUSE,FENCE,PROPERLY LINE, , THE
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. jiL
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL. ONCE THEBUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER ENO OF THEBUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE TH£CORRECT SPACING(SEE TABLE 3).BUILDING TS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING3. THE NEXT SECTION OF THE SHED IS BACKED INTq PLACE AND UNLOADED PARALLEL WITH THE -
IS SUPPORTED TO LEVEL.SLEBLOCKED.AND THEN SHIMMED.
CI)
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)1"644"
3.AFTER THE TAC IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECTet
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 IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 313"AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFORMATION
THRU THE 2"64"BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2"EYEBOLT OR OPTIONAL (4,9DOLB) 4. GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). CODE MOON Tec: cmu.,,MCC-,
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 MAK,..TUREn 64050
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT REMOVED. *0000 0 OURS.
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. BOWING TYPE wn TOM 51PxAw
--- 6.IF THE UNIT HAS A FLOOR, RHER A EIS FOR THENA"AUGER ANSEOL AND MAXIMUM OF 6'ABOVE GRADE, 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION TOTE 0-0
- -- FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. ROVE PROTECTION tetra
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 Droll NWa
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" acuPANCY
_ STOWS
WEDGE ANCHOR. .GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ALLDWAIRE ROWER OT 5000s -
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2"65"WEDGE ANCHOR THRU THE 1
BTEC WAND SPEED
2'64'BOTTOM PLATE. 1.BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EXPOSURE O�
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE
ENCLOSURE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. oscLosto
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER), WEAN,/PRESSURE COEFRGENT 0/-ols
TABLE 1 TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 48. UEPORIANCE FACTOR I.I.
ANCHORING TO CONCRETE SKID RUNNER SPACING. PAD TYPES 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD 101ST
SHED WIDTH UPLIFT(PLT)ANCHOR SPACING SHED WIDTH Xt X2 X3 TYPE PAD DIMENSIONS MAX.LOAD* MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOT LIRE LOM Mos,
20'-0" 400 S'-6' 13'-8" I'-101" 1'-101" 1'-101" I 2"68"616" 17781.85 CONCRETE BLOCK QUALITY THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED 00000 0600 LOAD SOOT
CEMENT AND SAND MIX PORTIONS OF SHEDS ON LEVELING BLOCKS.
13'-8" 280 3'-6' 11'-8" 2'-e" 6'-4' - II 4'x8"x16' 30001gs CONCRETE BLOCK WALED/ TABLE 4A "0'FLOO LIVE IOM Sm.> TWEE OPT.
CEMENT AND SANG MI% 30"AUGER ANCHOR SPACING - SINGLE WIDE 'R"RATING OF WALLS.FLDBR ROOF WA
I1'-8' 240 3'-6' 10',-0" 1'-7" 6'-10' - 111 16"xl6" 3850LBS ABS PLASTIC PADS s PER BUILDING1
SHED WIDTH LW° UPLIFT(PEE)END ANCHOR*.MAX.INTERIOR SPACING•'• HUAfu
6060 GWE PROTECTION USAGE No
10'-D" 200 3'-6° 8'-0" 0'-9° 8'-6' - IV 6'68"x16' I800LDS CONCRETE BLOCK DUALITY
8-0" i6OCEMENT AND SAND MIX 13'-B" 7.00 243 0'-0"TO S'-0° 10'-0"
-
HURRICANE SHELTER USAGE No
3'-6" 0-0" 0-10' S1' - •BASED ON 2000PSF 500.BEARING CAPACITY(2000PSF M TYPICAL) SOWRE FOOTAGE M9 SDn.
NOTES 11'-8" 6.00 208 0'-0'TO 3'-0" 10'-0"
6'-0" 120
S-6" HAWES ARE FROM ENO OF JOIST TO CENTERS OF(2)4'x4• I.HOLLOW OR SAUD CONCRETE BLOCKS(818"x16')MAY BE STACKED REVISIONS
SKIDS ONLY.i3'-8'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP 10 48'WITHOUT REINFORCING. 10'-0" 5.00 174 O'-0'TO 3'-0" 10'-0" REV DESCRIPTOR DATE BY
2.ABS PADS REQUIRED ON II'-8'AND IJ'-B"WIDE SHEDS ONLY. B'-D" 4.00 138 0'-0'TO 3'-0" 10'-0" I 2011 Tee 1/12/IT MIO
TABLE 3 z SROIVR A%afJM O.Are 580,040,00 Wena MOO
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE$DOUBLE WIDE SHEDS 6'-0" 3.00 104 0-0"TO 3'-0' 10'-0' ..
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B DE RUNNER INT -
ERIOR SIDE RUNNER
30"AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH TYPE LW(PLF1 END PAD MAX.SPACING END PAD SIPAD TYPE PAD PAD TYPE SHED WIDTH LW* UPLIFT(ELF)END ANCHOR•°MAX.INTERIOR SPACING•••
on Os
13-8 SW/OW 4.15/332 0'TO 6' e'-0' 19361.0 I,II,III,OR N 16791.0 I,II,III,OR IV 20'_0" 10.00 400 Cf-o"10 3'-0" 5'-0'
(/)
T21 Dv m00,x: NIB
11'-8" SW/DW 6.00/480 0"TO 6' 6'-0" 20581.0 I,II,III,OR IV 255810 I,II,III,OR IV •LOAD WIDTH OF UPLIFT ON RUNNER Lil 4/26/16
••LOCATION FROM END WNL OF AUGER ANCHOR I Scdx:
10'-O' SW/DW 0.00/400 0'TO 6' 0'-0' 24001.0 1,0,RI,OR IV 24001.0 i,II,III,OR IV •••MATUMUM SPACING BETWEEN Ak0HOR3 N/A
B'-0" SW 4.00/320 D"TO 6' 6'-0" 20291.8 I,II.III,OR IV 213310 I,II,III,OR N I.ANCHOR M.d.q:
1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 03 ALL
SW 3.00/240 0'10 6" 6'-0" 16581.8 I,II,III,OR IV 18661.8 I,II,III,OR IV 2.ALL MEASURElNUMS ARE CENTER-TO-CEHST - EN Rf�E__A T1 OFFS
J.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER. I.FOUNDATIN PLANS ARE NOT - O F THIS
•LOM WIDTH OF UPLIFT ON RVNNER MOIOONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' PLAN SET AND ARE GOVERNED LOCAL
NOTES BETWEEN ANCHORS.. JURISDICTION.
4.ANCHORS SHALL BE ON SINE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2.TNM BUILDING IS EXEMPT FRO FBC
I.PAD SOHM END TO CENTER OF PAA. TING BUILDING;IN WHICH ANCHORS CAN BE PLACED ON THE ENO WALLS AS CLOSE W
2.PADS OTHER ilUy ENP PHLS SPACING IS CENTER i0 CENTER. TO TNN SINE DI PASSIBLE ENERGY CONSERVATION CODE F SECTION
3.USE SAME MAXIMUM SPACING FOR INTERIOR SPACING, J 1018.22.
CD 3.REFER TO TIE-DOWN DETAILS FOR PROPER
n INsIALLATION REQUIREMENTS TO MEET CODE.
•
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212'GALVANIZED WASHER J
2'x2'GALVANIZED WASHER I WITH 1/2"NUT 1/2'THREADEO ROU CD
Z
I'M I/2'NUT Il OPTIONAL FOR'RIGH SET'
1/2'THREADED ROD ��� EYES BOLTED TOGETHER WITH f 2x2' � 11100 2",A CBO OMS TEDLT _
OPTIONAL FOR"HIGH SEEP I'I BOLT 11 NUT Wm+(2)2'x2'GALVANIZED 4T /
11
I/2'COUPLER I!, WASHERS(2.0001.8 SHEAR CAPACITY) 'I'I 2'x4'BOTTOM PLATE NNtEO
TO 2"x8'P.T.BASE
NT DC �: I/216'(400 LB.))CONCRETE (,y1
T/2'xt2`FORGED EYEBOLT ' �( 4'MX WEDGE ANCHOR INTO SIAB MEN. t I.1MEM i�1 THRU 214'P.T.BOOM PLATE
f_14:
EYES BOLTED TOGETHER WITH 5/212' I (SEE TABLE 1 FOR SPACING) 1°
BOLI f<.NUT WITH(2)2'x2'GALVANIZED TYPE I,IT,III,OR IV PAO WRIT \ (T)
WASHERS(2.00019 SHEAR CAPACITY) BLOCKING AS REQUIRED(SEE TABLE J). 1/2'x3"(400 1.8.) SIMPSON A-24 CONCRETE SUB RD OTHERS THROUGH \--CONCRETE 5U8 BT DINERS THROUGH
CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION
30'EARTH AUGER ANCKOR (SEE TABLE I FOR SPACING)
8
(SEE TABLE 4 FOR SPACTNC)SHED WITH SKID SHED WITH SKID SHED WiTH 'NO FLOOR' OPTION I- f 1/1
i
TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE
-- -- ---
- - _=__TiE=DOWN--DETAILS_ MOtthew T.noB#6
Florida ticanae 1/64.1:
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Laws
Ken Laws on,Socr_ia r R-,-Scott,aiv�+�Co.i,i3.,:c::3of
September23,2016
Alex Martens
Superior Sheds,Inc
2323 S.Volusia Ave
Oranoe City,FL 32763
RE: Manufacturer Certification,ID MFT-113; Expiration Date:September 22,2019
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 11anufacbired Buildings Program,as provided for
under Chapter 553,Part_, Florida Statutes,to manufacture Storage Sheds,`Menufarntred
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-Ail site-related installation issues are subject to the local authority
having jurisdiction..
The Department's contractor will make unannounced.monitorino visits at least once each year.
Youmust 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 bythe Bas ` b idEtuiiEriinmerufor 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 c;^-_:zv dabEradi,e.a c 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
•
- - -- - - size - - Up to f4 WrleAits lFas(ars �� x End Wall Header- Scrag) Max Schedule
(1 8 fire strap .x --
PSI APPROVAL 2018-01-18 Side Wall Header Schedule(180C �>~ --
.131'nals
ch
D4 ALUMINUM ROOF SHEATHING (�
40•-O.MAX. Max.Spee NJ(b) e.Ielslyded values ere b no.x Gado SpNce�Ine3 0 5 13er. 7-d s Q
r
_� •• I 1-0'x4' S"-0' 0 3-3'x 0.131'naile '
OA"wmor BA' 1 6-3"x 0.131'nails D.NJ-Number ofiack sleds required to supped each end. _.'L.-_. __
a.Tebulated,values are for No.2 dos Spruce-Pine-Fir lumber. Maid Eat
9e P 0.No Jsck pods,but NB stuns 1®O let. =P
' b.NJ-Number Ofjeek studs required to support each end. --
c.Window header for window openings that haw more than 50%combined stud wall ebooe —'-"L 1�
and below,eche wise use door header schedule. I um Farm soap.ro„ r .�'F
d.See header details for enemata layouts,I.e.2-2 U4'or 4'x4'P.T.
e.Tha header can be attached to the top plate and thus halve the combined strength s 000�i x�uneAt ��p"amu s CODE INFORMATION _
equivalent and use the maximum span slated. cane VERSION nil,¢
1s4 RUNNERS Tax MANUFACTURER eneaac OROS -T.
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1.2 ANL mos , II BUaaND 101E UMUEXTUALD Rau.,folloOmAL tow Solt. ...
CONSTRUCTION TTPE n-c
FIRE PROTECRON NOW
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2'x4'TRUSS L' a OSS a•ar W'm�AnM1OTE suPPe 24'O.C. a1• ALLOWABLE NUMBER OFF S1OWES I-MAX. dao•D 011•BLA M II
i W illMs rs�rs eauua I 1Y MAx. II BAS.WM SPEED Va-1smroA
- LDIOAn ..Dam..END WA_TRUSS NDEYDROVENT DETAII SIDE WALL WINDOWS END WALLS WINDOWS & ®OSSE
(OPTIONAI I & DOORS DOOR 6' WIDE OR LESS 4"x4" W!2"x4" ENCLOSURE ENCLOSED
FNO Wy I TRUSS l MOON.PRESSURE COE m,CFNr 1/-am
IMPORTANCE FACTOR I.,e
YWAytak ROOF DEAD LOAD IMF
G.F.I, - + NOTES-oPDUNAI ar mlO h )f•:y� ROOF LTAE LOAD tenet w 1000 PONT ran
OUTLET I ^" FLOOR DUD LOAD TOM
-ALL WIRING SHALL BE 14 GAGE 3-WIPE MC CABLE. (OCE lt,V1EW
N—O -ENCASE Al ALL METAL BOXES. „1..,:..,:.:,:..v,n.:,,vw,,.�. FLOOR WE LOAD STA TWO-IMO OPE
— SOURCE a •a•luroi a WALLS FLOOR,aroF N/A
DESIGN PRESSURES L—0 l'O•I
ROOF+27.8(-9{.7 ROOF FRAMING PLAN
WIRING.DIAGRAM. Sol..inoens: MODULES PER BulLoWe
WALLS/DOORS/WINDOWS+32.5/-28.2 (OPTIONAL) on LA a�;""F' HuwecwE Pe0TECTION OSACE No
Isuccc.wilc4 TR Prnuns HURRICANE SHELTER uSAGE No
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END ELEVATION END-ELEVATION -- - -- --- �` --_ - JOIST,AE saan-AE FaT sat -__ ___ _ __ z
WriRour DOOR WfIH CARAGF DDDR - _ ____ _ _ _ -- __
IoaV W eIV11u1 FLOOR FRAMING PLAN • - =m==meal^SSB—�—QF 1-