HomeMy WebLinkAboutDrawing S 90*00-00" W (M) 144.76' (LD.) 144.86' (M
CONCRETE SLAB
15.qO E
wr-------- REAR SMIACLuI4 FENCE CORNER
1.2' SOUTH AND.
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W. CENTER
EEXISTING WELL PIPE TO PER THEt
W 01 BE USED FOR IRRIGATION
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68.44' O/S
144.66' O/S 31.67'
CONCRETE--. SWIMMING POOL
A/C SLAB (FILLED IN)
1 STORY CONCRETE
0 BLOCK STRUCTURE $752'14" (p)
z FINISHED FLOOR
ELEVATION = 18.04 8752'05" (M)
N w 62-69, O/S
(n 0 COVERED CATCH I
12.56't6 CONCRETE
PORCH _Top ELEVATIOI
I43.2V O/S -dU- -(�- SOUTHWEST
------- ----T5.VO -WbE-FV0Nf BUILDING SETBACK UNE ELEVATION
7
NORTH iF
$ln ELEVATION
CONCRETE
4. WIDE DRIVEWAY b
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CONCR
SiDEWALK (BASIS OF BEARINGS)
W-a METER S go-OO'Co" W (M) 144.76' (LD.) 144.86' (M) Z
2 0' WI
ONC,
I EDGE OF PAVEMENY,
.4
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CATCH BASIN WIDE TYPE DROP CURB ki'
DROP CUR 2.0'WIDE TYPE'F'7. ! FROP CURB INLET CONCRETE CURB jf
CONCRETE CURB
CORTEZ BOULEVARD 10�
(50.00' WIDE RIGHT—OF—WAY)
SET MAD NAIL IN DISK
ROLLINS PLS 4945 jf 14' DIAMETER
SITE BENCHMARK ONE CONCRETE PIPE
ELEVATION _ 16.43
_. CIV
vED
MAY 14 2019
NOTE: ZONE RS4
FRONT BUILDING SETBACK LINE IS 25.00 FEET ST Lucie County,Permitting
SIDE BUILDING SETBACK LINE IS 7.50 FEET
SIDE CORNER LOT BUILDING SETBACK LINE IS 20.00 FEET
REAR BUILDING SETBACK LINE IS 15.00 FEET
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Ken Lawson,Secrwary 'Ric'
k Scott,Governor
September 23,2016 RELIVED
Alex Martens
:. Superior Sheds,Inc � MAY 1
2323 S.Volusia Ave 4 2019
Orange City,FL 32763-
ST. Lucie County, Permitting
RE: Manufacturer Certification,ID MFT-113; Expiration Date:September 22
Ilk
Dear Alex
ea le Martens riLE Gopy
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 ofthe'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(virmy-fioridabuildina.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 v+nvw.floddabuildinc 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:Professional Service Industries
SETUP AND INSTALLATION OF SINGLE WIDE SHED �Q SETUP AND INSTALLATION OF DOUBLE WIDE SHED
I.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
MOVEMENT'TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. JJJJJJ... PLACED ON THE HIGHEST LOCATION OF GRQUND 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 END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). T "�
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 THEA-�Y'�./1
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)j"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
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. CODE INFORMATION
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 VERSION me 2017 Fu ECIW°ASR-T
1/2°THREADED ROD (FOR A-HIGH SET")IS SECURED THRU THE HOLE. INSTALLED PER MANUFACTURE' 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS MANUFACTURER 51-011 SKUs
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET REMOVED. BULGDIG TYPE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. (M OF 6•ABO RADE. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CON-..N TYPE
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. ORE PROTECTION 11013
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 SUPPRESSaN SISTEW Hua
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 ALLOWABLE NUMBER OF 90MO DDE
7.IFTHE UNIT IS A'NO FLOOR' OPTION,ANCHOR WITH 1/2"x5"WEDGE ANCHOR THRU THE BASIC WIND SPEED v.-:waun
2"x4"BOTTOM PLATE. 1. BUILDING ANCHORS SHALL BE"MOBILE HOME TYPE HP-1 SINGLE HELIX EYE FxpOSURE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE ENCLOSURE emnsm
_ HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). INTERNAL PREssuRE WFmCIENT
TABLE TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 4B. IUPORTANCE FACTOR 0
ANCHORING TO CONCRETESKID RUNNER SPACING- PAD TYPES 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD Imsr
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 LOAD mpsF w 0w0A
Co CRETE BLOCK QU THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED FLOOR DEAD LOAD aper
20'-0" 400 3'-6' 13'-8' 1'-t0)' f'-104' I'-10)' I 2°x0'x16' 17781.13S CEMENT AND SAND MIX PORTIONS OF SHEDS ON LEVELING BLOCKS.
FLOOR LIVE 101° -WPFF DR.
13'-B" 280 3'-6° 11'-8" 2'-8' 8'-4' - II 4'x8°x16• 3500LBS CO CRETE BLOCK 0 TABLE A
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING -SINGLE WIDE 'R'waac OF woos,BOOR,ROOF N/1 70nr
240 3'-6' 10'-0" 1'-7' e'-10' - III 16"x16° 3950LBS ABS PlASTC PADS MODULES PET BUILDING I
SHED WIDTH LW UPUFr(PLF)END ANCHOR--MAX.INTERIOR SPACING... HURRICANE PROTECTION USAGE NG
10'-O" 200 3'-C 8'-0" 0'-9' 6'-6° - IV, B•x8'x1fi' 1800LB5 CO C ETE B OM-00-7
CEMENT AND SAND MIX 13'-8° 7.00 243 a-0°TO S-w 1o'-0' HURRMANE SHELTER USAGE Na
g'_Q' 160 3'--G" 6'-0" 0'-10° 51' - •BASED ON 20DOPSF SOIL SEARING CAPACITY(2000PSF 0 TYPICAL) SQUIRE FOOTAGE IID nuN TM SETT.
11'-8" 6.00 208 TO 3'-0' 10'-0' REVISIONS
6'-0' 120 3'-6 VALUES ARE FROM END OF JOIST TO CENTERS OF(2)4'x4' 1.X91 OO-0'
8
W OR SOLID CONCRETE BLOCKS(8'.118-)WAY BE STACKED
SKIDS ONLY.13'-8•WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 4B'WITHOUT REINFORCING. 10'-O"_ 5.00 174 tl-0°TO N-T 10'-0' REV DESCRIPTON DATE BY
2.ADS PADS REQUIRED ON 11'-B'AND IS-B'WIDE SHEDS ONLY. 8'-0' 4,00 138 V-o"TO S-O" 10'-0• I .
2 70G 11/12/I> YrB
TABLE 3OPO m ANOwR P AIA MAx AN DR P fMSRN FnvIF Mm
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS REC VELI 6'-O" 3.00 104 0'-0.70 3'-0' to'-0'
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPETABLE B
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING- DOUBLE WIDE
AO TYPE PAD PAD TYPE MAY 1 4 2019 SHED WIDTH LW UPLIFT(PLF)END ANCHOR••MAX.INTERIOR SPACING... V) OrOan BF: MTB
SW/DW 4.15/332 Cr TO C 6'-0' 1936LB I,11,III,OR N 1879LB I,II,III,OR N 20'-0" 10.00 400 0'-0°TO 3'-0' S'-0• V) DPIa:
11'-8" SW/DW 6.00/480 0'TO 6' 6. IV 2558LB I,II,III,OR N 255SLO I,II,III,OR N ST,Lucie County,Permitting •LOAD WIDTH OF UPLIFT ON RUNNER Ld 4/26/16
••LOCATION OM END WALL OF AUGER ANCHOR
10'-0" SW/DW 5.00/400 0-TO 6 fi'-0' 2400LB I,II,III,OR N 24COLS I,II,III,OR IV •••MAXIMUM SPACING BETWEEN ANCHORS V) «
FRN/A
8'-0' SW 4.00/320 0'TO 67 6'-0' 2029LB I,II,III,OR N 2133LB I,II,III,OR N 1.ATNc1S10R SPACING IS DESIGNED AS PER ASCE-T. L J ALL
. �� Z.ALL MEASUREMENTS ARE ANCHORS
ARE ETHER. 0 GENERAL NOTES
6'-0" SW 3.00/240 O'10 6° 6'-0° 1658LB I,II,III,OR N 1866LB I, B®T�®� 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(I)ANCHOR PER TACH CORNER. 1.FOUNDATION PLANS ARE NOT PART OF THIS
•LOAD WIDTH OF UPLIFT ON RUNNER
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' PLAN SET AND ARE GOVERNED BY LOCAL
BETWEDi ANCHORS.. JURISDICTION.
NOTES d.ARCHERS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PIECED NEXT TO CL 2.THIS BUILDING IS TION C FROM THE CBC
2 PAD SO [NOTHER IS END TO ACENTEROF PAD. EXISTING BUILDING;ASPIN WHICH ANCHORS CAN BE RACED ON ME END WALLS AS CLOSE LV ENERGY CONSERVATION CODE PER SECTION
2.PADS OTHER THAN ENO PADS SPRING R CENTER TO CENTER. TD WE SIDE AS POSSIBLE. J101832.
3.USE SAME MAXIMUM SPACING FOR INTERIOR SPRANG. m 3.REFER TO TE-DOWN DETAILS FOR PROPER
=) INSTALLATION REQUIREMENTS TO MEET CODE
0
Od
nIJ7?d0 glr
s. LLI
2°.2'GALVANIZED WASHER
2'.2' VANQEO WA$HER WITH I/2°NUT 1/2'THREADED ROD 3 i, Y`d-ja"GJ '•.
WITH i/2'NIR OPTIONAL FOR'HIGH EY NOTCH OR COUNTFASWK BOLT Z 1 ✓��''
TWU 2.4'BORON PLATE -
1/2'TNRFADED ROD EYES BOLTED TOGETHER WITH 1/2'.2• (n -�Y f ft �'CT 1
OP ONAL FOR'HIEN BEY BOLT&NUT WITH(2)212•CALVANQEp I/2'COUPLER 21{'BORON PLATE NALEO 'Y ".»<- Y Y 'i5 .fA 1.
^
1/2'COUPLER ( WASHERS(2.000LB SH"
IJ,PADTY) C 1/215'((400 LB.)CONCRETE TO 218'PI.T.BASE ( f K F' �' 1..1�I Yy f
NLN. WEDGE ANCHOR INTO SLAB MIN,
Q F 7 r3+}
12'.12'FORGED EYEBMT • . . . THRU 2.4'P.T.BOTTOM PLATE 1 - ( 7' x}as
d (SEE TABLE 1 FOR SPACING) Ia_______a.___.__ � ��.. �S y .d^
EYES BOLT TOGETHER WITH 7/212'
BOLT&NUE ITN(2)2-a-GALVANIZED TYPE I,II,IB,OR N PAD
() 1 2'x]• 400 LB. SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH
WASHERS(.000LB SHEAR CAPACITY) N BLOCNING AS REQUIRED TABLE!), CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION
(SEE TABLE 1 FOR SPACING)
30 EARTH AUGER ANCHOR _� :rl�"
(SEE ABLE 4 FOR SPACING) SHED WITH SKIDSHED WITH 'NO FLOOR' OPTION �' 1
SHED WITH SKID g <:-%i!<• Fp,_i;<f�s�;'
TO PAD OR'BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE
J Ma`11He(YvT�'B,�CWin .
TIE-DOWN DETAILS Ff.rlea U- P. E.64608
zSheet; AD-1 OF 1
PSI APPROVAL 2018-01-18 Side Wall Header Schedule(180C) End Wall Header Schedule 180C Q.4
' Building Width leech erM)IcF �sf: _
D4 ALUMINUM ROOF SHEATHING Six. Up to 14'Wda1sashh odd)
d Fesleneostmp 7-2'44• 6'-0" 0 4-3'x Ot 1'nets
n nes .,.._.._..... . .. 1
0'-0'MAX Mex.Sean NJ(b) 2-21A"(o) 9'-0• D{ - a /
e e a ues
1-0'z4' 6'-0' 0 3-3°x 0.131'neils rum ar. 1
r 4'514"w2k2: BLO" 1 fi-3°x0,131"nails D.Led X='Is sluts raYwed to support each and. �`�'�^���•_.._„
c.
d flat
• e.Tabulated values ere fs No.2 Bede SpmcaPi—Fir lumber, 4..14.,eck studs,out 2.6 scads led 4M. •-- �"
b.NJ-Number ot'lack studs required to support each and. - I
e.Window header for window openings that here more than 50°6 combined stud sell shoe
and below,Dth,rM,e use door header schedule, rev xamulE r°N Hca ��!��y1a,N�g,rs. 1
d.See header details foralternate layouts,La.2-2•x4'or4'x4"P.T. i tn�x xoae�fO�,eam ea�wxUas••-ryiu rRAvwc Aeore �
e.The header sen be attached to the lop plate and thus hate the combinad strength ANo�EvA.omvw4;E.a rxFm r° GGiIY CODE INFORMATION
equivalent and use the maximum span stated, CODE VERSION -Nm" -'•
\,x,RUNNERS UFAMRER Pe sxFn9
•I xx1 srvm aUILOINO TYPE
12
., cON51 u.oH 1YPE Y-a
9NAY a ME PRmEcfmN NONE
air W D
•n I I ME SUPPRESSION SYSEEJJ NwIE
2'4•m 1/]'M1YMm° ]'M'
' 2'x4"TRUSS �I I- ose m(M'.
v� O 24" OGNPAHDT
O.C. - •� � .N AuOWABIE NUMBER OF STOfll6 1
d MAX, ly G NE I2"MAX. —1.WWD SPEED V�leampn
HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & ExP WE
END W TRUSS 4"X4" W 2"x4" alaAsuRE EM osm
0 TIO A & DOORS DOOR 6' WIDE OR LESS
PREANAL PRESSURE COEFTICIENr
IMPORTANCE FACTOR I.le
UPCftak ROOF DEAD LOAD tor„T
G.F.I. -�f+ N01E5-OMONAL ELECTRIC ROOF LIVE IDAO ]pPSF oR Jeae Po](r INa
K
OUT y WIRINc sHµL BE 14 GAGE J-WIRE Me CABLE (pL,f RE:'i[tV ILOOR DFID LOAD
N Q -ENCISE IN ALL MESAL BOXES, v,ef+r�'m:s rn:..i:u•.un„»:; —R WE EAAO I�Pn - a 1 an.
SOURCE
DESIGN PRESSURES L O __ ,;,..i:e "R•FGRNG OF WALLS.FL00R,ROOF N/A
ROOF+27.8-94.7 ROOF FRAMING PLAN WIRING DIAGRAM �,JI:r„ C+M MODULES PEA BUILDING ,
ALLS DOORS V 1100 IS+U.6-29.2 (OPTIONAL) ",rJ6 r] HURRICANE PROTECTION USAGE No
uUttcrwxa]N.rx rr sawn HURWCANE SHELTER USAGE NO
ewE °]m dD PALL oam r WaPaW mGrRNa YAm SOWAE FOmACE TtE saxT.m lm
REVISIONS
1°uD 0N1L REV DESCRIPTON DATE BY
s°cium�a�rerloNs
sEExGwn x 4Aw
PE A
oN Warta
x,N elxxnNa a W o.eae Br. MTB
p a FNu Z
J Do e:
Z 2/12/17
mo W4a
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H- a a.
].4 swE Mrz In W N A
x,4 xwE y,saE PLA xxi oc 4ui noon FPIU. Q w I a SS-B-ISOCRI _
naw,nuYwP n Ljx uVs w+[Nm P a tws PUV sn AVD APE
J .tw]C0"ANFDG�omwc S�FrDlvr rxW ix[mo rN[Asr mllsOrvpmN
µa a0e nUVNP NrM oaa.-rz p- 1 mWOi]m E- aR mn PxreEa uVSvuAmN
• „� I L „moo (� i -F+wP W�e-rw N+ns STANDARD WALL DETAIL Nara�µE mA�Ne Yeaa u¢camauoas mau ¢g GuwFIPDn"aaTl�
en[wLi ivuNwn x°w/No r�wsure A F. 4-.FWTu4 Tm1 ,Ere ME].a I] ..1—r
WITH n00R h WINDOW OPTIONS mNNlaws l�dO PArx. WxmE�elm9 u¢ O Nmm.
. �L 114 PUY�'Paµb Nei coNDNY a SIRET Yrtu U 4 SnwPNFx9 e]W 40a s0.rt.WLL IM AN ad•YudluY
ELEVATION CROSS]-SECTION END eELEVATION Aam¢ -1p4 P.T.x,— sxAu eE r°oRYimm uavANuso srm ovllPi la's'
-aH"raa mW D.aa-hPYN4 rxoullR. W e.cimim TD eE umAAm dl-slrt m atxars Trwu arra
TYPICAI.ARCH FRAME WITH OQOp Ler wulmrsul° -a/4•P.r.roe W T,A4IxeAS AVP Dome r°Ymr rxE ViluYuY ssErnGn°Ns
SPnNv.rm, 'd IIAx N A9 ilaelaA B_T mOF.
a Mr YR4 5 I➢9 GN aE 9JR YrouNP swUDNRY.YF rhax
pF�,yy+Ya nVoS,lGlssE;ErlPms. niX
_ YWBFRS:PRMOm Me mE AaDm aDID°DaES her PnFxFmE
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rm.Wrm d/a•rAc rvraorxo i O'• OF <AY�
a.4 sac Ivrz a�•.a4�EPpa.AmAprmm
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ENO ELEVATION END ELEVATION naw,can•s¢scxmuE rm ss Z
k(HOUT DOOR WRH GARAGE DOOR =M' Street: �O�F eet: SSB—
cmw w INal-4 FLOOR FRAMING PLAN m