HomeMy WebLinkAboutPlan ApprovalIntertek .
IntcKek-P51 Tel +-34073045.560
1748 33`d Street Fax +1 40730.4 5561
rpsiOrlando, FL 32839 inter9k:com7bu)Iding
April 11, 2018
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Codes & Standards Office
26.01 Blair Stone Road
Tallahassee, Florida 32399-07.72
RE, Plan, Approval
Manufacturer EZ Portable Buildings, Inc. (MFT11604)
Plan Number: Gable-2017 R1
Dear Mr. Campbell:
Professional Service Industries Inc!, an Intertek company("Intertek-PSI".), part of intertek'Bu.ilding,Science
Solutions, in pursuant to the requirements of the Florida Department of Business and Professional
Regulations,. the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code,.6th Edition
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61C20-3.006 (FAC)
A signed and sealed set -.of plans are maintained on file in the Third -Party Agency office of PSI.
All mandatorycomments have been satisfied and plans are approved for construction by a modular building.
manufacturer that is :currently approved by the Department of. Business and Professional Regulations.
If you have a.ny questions.or require my assistancein any way, please do not hesitate to contact me.
Respectfully submitted,
Professional Service Industries, Inc. .
� y
Y/ictor C. Martin, PE #82379
• Department Manager —Plans Examiner
Building Science Solutions
Richard Olds, FL SMI-76 SMP-45
Modular Plans. Examiner
Building Science Solutions
CC: Trenvon Burnett— EZ Portable Buildings, Inc. - trendon@ezpb.com
1s1 Intertek is.a brand name representing the Intertek Group plclegal entities, including.but not limited to, Inte.rtek Testing Services NA Inc.,
Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK-ATI"), and MT Group Inc. ("INTERTEK-m ). `
www.intertek.com/building
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PROPER INSTALLATION OF
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Only neiad on aluminum Vln,l sheathing wells.
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DESIGN CRITERIA PER 6th EDITION 20�171ANq&S
Ei'II� III
PORTABLE
BUILEYINGS
- 7-
GABLE TYPE ROOF
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9
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FRONTldACK STIFFENER BOARD
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�12
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SKID LAYOUT AND FLOOR FRAMING SCHEDULE SKID LAYOUT AND FLOOR FRAMING SCHEDULE
IODEAIYLO,� �RSWiDj 56'—PS9iWE—+
10 DEAD LOAD (4 SKID)
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(FBC TABLE 2304.9.1)
1. JOISTTO SILL ORGIROER
3.8dCOMMON (212• x 0.131')
34.14 GAGE STAPLES
TOENAIL
2. BRIDGINQ TO JOIST
Ud COMMON (212'X 0.131')
23"x0.232'NAll6
TOENAIL EACH END
2.3' 14 GAGE STAPLES
3. 1• 6•WUBFLOOROR LESS TO EACH JOIST
2.8tl COMMON (212'x0.t3t')
A,WIDERTH 1TX5`SUSFLOORTOEACHJOlST
3SdCOh�h(ON(2112`x0.131')
FACE NAIL
6.2 SUBFLOORTO JOISTOROIROER
216d COMMON 3.6
FACE NAIL
B.SOLE PLATE TO GIST OR BLOCKING
x0.162'
iBd
BLINDANO FACE NAIL
WALE PLATE TOJO167AT BLOCKING ATBRACED
COMMON (3.6'x0.162)
WALL PANEL
3'x0.131NAIL3ATB' O.C.
3.14 GAGE STAPLES AT 12.O.C,
TYPICAL FACE NAIL
3-16d COMMON (312" x 0.135-)AT 16. O.C.
x S AT18
MA
AT M
BRACED WALL PANEL
PIC/
7. TOP PIATETO SND
44' 14 GAGE STAPLES AT 16' O,C.
2.16d COMMON Ila-x 0.162')
34'It 0.1%NAILS
S. STUD TOSOLE PLATE
34'140AOESTPLES
44d COM1IIJON (21rY x 0.131")
44•x0.131• NAIL
TOENAIL
34' 140AGESTAPLES
2.16d COMMON (3.6' x 0.162•)
34' x 0.131' NAILS
END NAIL
"
S. DOUBLE S1Up9
34'14GAGESTPLES
1W COMMON (3.6-x 0.162) AT24' O.C.
3' x 0.131' NAILS
FACENAIL
DOUBLE TOP PLATES
9' 14 GAGE STIFLES10.
1&1 COMMON (3.5•x 0.182•) AT In- O.C.
3'X 0.157' NAILS ATB• O.C.
TYPIDAL FACE NAIL
3' 14 GAGE STPLES AT B• O.C.
DOUBLETOP PLATES
8.16d COMMON (312'x0.182')
124• x 0.131' NAIL6
LAP SPLICE
11. BLO KINOB EEN JOI870R RAFTER8TOTOPPLATE
72-W GAGE STAPLES
8.8tlC1 ON�212 x0.131')
3-3-x0.1a1"N La
12.RI JO STTOTOPPIATE
3.3'14 GAGE STAPLES
Btl (212'x0.131')ATWO.C.
13.T P TES, LAPS ANOIN)ERSECTIO 8
3-X D.131 NAILS AT6.O.C,
3.14GAGE STAPLE8gT 6'D.C.
TOENAIL
2-16d COMMON (3-5' %0.182') AT 16' O.C.
NS LLTPLES
1 .c0 I O S E IECES
33.14 GAO AT 6. O.C.
TOENAIL
6. CEI GJ018T3 TO PLAT
16d COMMON 3,6'x0.162')AT24'O.C.
3-SdCO 0N(2112"x0.13I)
18'O.C. ALONQ EOQE
5.3' x 0.131, NAILS
e. T ER
3.3'14GAGESTAPLES
(SEETA81E 2306.t0A.1)
00 N 2112X0.131-
x 1•
TOE
4.9•XD.131•N L.
1 .CE NO I TO RAFTERS
44.14 GAGE STAPLES
FACENAIL
(SEETABLE 2306,t0A.1)
3.1 COM ON 3 x0.182' IMUM, ASE2306,10A.
4.3"x 0.131' NAIL8
19. RAFTERTOP TE
4-3. 14 GAGE STAPLES
FACENAIL
3.00 CO ON (212'X 0.131')
34•x 0,131-NAILS
'
20.1'DIAGONAL BRACE TO EACH STUD AND PLATE
3.3' 14 GAGE STAPLER
TOENAIL
2-Bd COM ON (212•%0.131')
2.3'x
21, xB•9 G 0 C BEARI
3.3'14GAGE 8- LE0
0AG STA
FACENAIL
x
23.8 - P ERS p
3•Btl CO N 212•x .131•
COM 0 21 "x 0.131'
FACE AIL
16tl CO ON (311 •x 0.182")
3•X 0.131' NAILS
FACE
24' O.Q.
D
3'10 GESTAPL 3
16.O.C.
2 G 4'a T32 O.C.
3'x0.131'NAILS AT24•.0.FACE
16.O.C.
114 GAGESTAPLES AT AO,C.
T
NAILAT TOP AND BOTTOM
2.20d COMMON (4•x 0.182') AT32' O.C.
STAGGERED OPPOSITE SIDES
D.C.
3-3"14 GAGE Si�LES
S
34. AT O.C.
FACE NAIL AT ENDS AND AT EACH SPLICE
28. COLLAR TIE TO RAFTER
16d COA1 3112'•x0.I6Y
3.10O COMMON(3%0.148')
ATEAC BEARI 0
27, JACK RAFTER TO HIP
44'x 0.131' NAILS
44' 14 QAGE STAPLES
FACE NAIL
3-10d COMMON (3- x 0.146-)
-
44'x 0.131' NAILS
44. U GAGESTAPLES '
2.16d COMMON(3112•x 0.162') -
34•x 0.131" NAILS
28. RODE RAFTERTO 241Y RIDGE BEM1 M" 14 GAGE STAPLES
2.16d COMMON (312"x
34'x0.131•NAILS
34"14GAGESTAPLES
TOENAIL
Z-16d COMMON ($12' x 0.16Y)
34'x 0.131' NAILS
20. JO ST TO BANG JOIST 34. 14 GAGE STAPLES FACE NAIL
3.16d COMMON (312'x 0.182•)
4.3'x 0.131' NAILS FACE NAIL
10. LEDGER STRIP 4.3' 14 GAGE STAPLES -
, 3.16d COMMON (312'x 0.162')
4-YX 0.131' NAILS
i. DOD TR P ELS PARTICELBOAR b 4.3'14 GAGE STAPLES FACE NAIL AT EACH JOINT
BUBFLOOR, ROOF AND WALL SNEAININO(TO FRAMING) 121ANDLESS
6d((C,I,q))
2 3fe•X b.113'
NAIL(n)
SINGLE FLDOR(COMBINATION SUBFLOOR-UNDERLAYMENT 18f3YTO314• 1314.10 OAGE(a)
TOFRAMINGI
4d(d)ORa4(e) 6. O.C. EDGES AND INTERMEDIATE, 4. O.C.
23113'NAIL(p)
2.16 ATCOMPONENTANDCLAODINO
6GAGGAOE(p) STRIP
EDGE
718'T01' 4 ZONE 3(REFER TO FEGUBRE 30.6.1
6d(c)(tl)
1
Iia, TO 1114"
10d OR Od(a) OFASCE•7)
3/4•AN LESS Ufa)
718•TO1•
Idle)
2. P EL SIDING (TO FRAMI O) 4) 1 t!6•TO 1 ifM1' 10d tl Iloilo) OR
�26'AND LESS ((a
1. FIBERBOARD SHEATHING (g,0)
Bd(a)
12'AND LESS N0.110AGEROOFING NAIL(h)
6d COMMON NAIL (2' x 0.113')
2M2' NO. 18 GAGE STAPLEO)
NO. 11 GAGE ROOFING NAIL(h)
E
8d COMMON NAIL (2• x 0.131,
OR ANEL 0 N0,16GAGESTAPLE12g)
1f4' quit)
318' MM
wranael
Fas(erteraspa
Uermedtalaet
Ice
410 Wiener
r N
asleners must
Inches at euppods Mere spans are 48 tnchea or more. Fornawngof
12305. Nags for" If shea8dng am permitted to be common, box Or casing.
8d-212• x0.113j nail.
late auppods, edren used as sbuUuml ahoa)Mng, Sparing shelf be 6lnches on center an the edges and
NO SeOng and 1314'lenA for 26/321nch hee(hing,
for 1f21a4h ohealMng e,M f 142 inch length for26GY Inch sheathing panel supports
narked),
9.12lnchsa at Intermediate support$.
fiches et Inlertnediale supports.
, m5tenere spaced at4 inches on center at edges, B Inches et Intermediate supports.It
netcontohing. tedges,6ImrJ asalInlertned(etasupp4rts for subn0orand xa6 sheathhtg and Inches an center at edges, 6 lnchas at
n eenlural edges, S Inches at Internedtalo suppaas.
even spacing b8tW0e11 Wei across agaching member.
t
t-A3TERNERSCHEDULE(Q
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A21
STRAP
& SIMPSON
STRONG -DRIVE
SD SCREW
SCHEDULE
PART/DESC.
UPLIFT
WALL FASTENER
RAFTER
FASTENER
PLATE FASTNER
H1
H11Z
435
-
6-SD9x1.5"
4-SD9x1.5"
H2A
750
495
-
6-SD9x1.5"
6-SD10x1.5"
H2.5A
540
5-SD9xl.5"
5-SD9x1.5"
2-5D9x1.5"
H2.5
410
-
5-SD9x1.5"
5-SD9x1.5"
5-SD9x1.5"
5-SD9x1.5"
H2.5T
H2A
545
5-SD9x1.5"
5-SD9x1.5"
495
7-SD9x1.5"
5-5D9x1.5"
H3
320
4-SD9x1.5"
4-SD9x1.5"
RAFTER
! H4
280
4-SD9x1.5"
4-SD9x1.5"
-
H5
415
4-SD9x1.5"
4-SD9x1.5"
-
LTS-12
895
6-SD9xl.5"
6-SD9xl.5"
LTS-16
1075
6-SD90.5"
6-SD9x1.5"
-
LTS-18
1235
6-SD9x1.5"
6-SD9x1.5"
LTS-12
1215
6-SD9x1.5"
6-SD9x1.5"
MTS-12
895
7-090.5"
7-SD9x1.5"
MTS-16
1075
7-SD9x1.5"
7-SD9x1.511
MTS-18
MIS-20
1255
7-SD9x1.5"
7-SD90.5"
1255
7-SD9x1,5"
7-SD9x1.5"
-
STRAP & FASTENER SCHEDULE (a)
PART/DESC.
UPLIFT
WALL FASTENER
RAFTER
H1
435
FASTENER
H11Z
750
_
6-SD9x1.5"
H2A
495
-
5-SD9xl.5"
6-SD9xl.5"
5-SD9x1.5"
H2.5A
540
-
5-SD9x1.5"
H2.5
410
5-SD9x1.5"
5-SD9x1.5"
H2.5T
545
5-SD9xl.5"
5-SD9x1.5"
H2A
495
7-SD9x1.5"
5-SD9x1.5"
H3
320
4-SD9x1.5"
4-SD9x1.5"
RAFTER
H5
280
4-SD9x1.5"
4-SD9x1.5"
415
4-SD9x1.5"
4-SD9x1.5"
LTS-12
895
6-SD9x1.5"
6-SD9x1.5"
LTS-16
1075
6-SD9xl.5"
6-SD9x1.5"
LTS-18
1235
6-SD9x1.5"
6-SD9x1.5"
LTS-20
1215
6-SD90.5"
6-SD9x1.5"
MTS-12
895
7-SD9x1.5"
7-SD9x1.5"
MTS-16
1075
7-SD9x1.5"
7-SD9x1.5"
MTS-18
1255
7-SD9x1.5"
7-SD9x1.5"
MTS-20
1255
7-SD90.5"
7-SD9x1.5"
PART/DESC.
UPLIFT
COL. FASTENER
RAFTER
FASTENER
PORCH
A21
245
2-10dxl.5"
2-10dxl.5"
A23
585
4-10dx1.5"
4-10dxl.5"
A33
4-10d
4-10d
PART/DESC.
E7Y50�
COL. FASTENER
RAFTER
WALLjTO FLOOR
FASTENER
LSTA-18
1110
7-10d
7-10d
PART/DESC.
UPLIFT
STUD FASTENER
HEADER
FASTENER
HEADER (d)
TP-35
1110
5-3"x0.131"
5-3"x0.131"
HP40, 41, 80,
81
4725
5-3"x0.131 "
5-3"x0.131 "
a. All straps can be substituted with an equvalent brand meeting same
strengths.
b. Rafter ties to stud wall to be at every connection for 24"
o.c. & can be
every other for 16" o.c., but is required on corners and studs
to cornvra. adacent
c. Only need on aluminum & vinyl sheathing walls.
d. Headers over 6' span.
PLATE FASTNER
4-SD9x1.5"
6-SD 10x1.5"
2-SD9x 1.5"
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UPGRADED CROSS SECTION
SCALE I/2`=P•0" .. .. .. ... ... ...
L)
(1) 12 SPACE- 100AMP SUB PANEL '
2.)
(1) 23DV. 153(2P) RECEPT
3.)
(10)110VSSa BECEPTS
4.)
(10) LED UGB7$ w/POGGLE SWITCH
SR
(SI E)CTERI.R LIGHT W/TOGGLESWITCH
B.)
11/2°MIN.[LDSE0 CELLSPRAY FOAM INSULATION IN SUB FLOOR (R•100R BETTER)
7.)
R-231CRAFTFACED RAT?INSUTATION IN WALLS
0
R-19 BATT INSULATION IN ROOF
9.)
31W SMAKTPANEL SIDING ONINTERIOR SIDE OF WALLS AND CEILING
10.)
FRAMED OUTOPENING(PTAC)
ELECTRICAL PANEL SCHEDULE
PANEL "All
CIRCUIT 1 NOMENCLATURE
' BREAKER
WIRE
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(CURE
1/3 I22OVRECEPT
15A(2P)
12.3 THkN NM
2 i
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20A
12.2 NM
4,5 I RECEPTS
20A
12.2 NM
ELECTRICAL PANEL SIZING
PANEL"A"
DESCRIPTION
•
OVA
=3 kW/SFx. 640 SPx L25•
-24O
10 REC0` S @ 18D VA/1DD0 =
,
LSO
1, DEDRECPT(SW2.5kwx125
3.13.,
7.33 TOTAL kW
TOTAL/240K1000 = 30.54
AMPS
INSTALL SOU AMP PANEL
120(240 V 10 PHASE
ELECTRICAL SYMBOLS
RUP=RECEPTAttE G116"AFT.
,DUPIFX RECEPTAC(E 014Y AF.F. (UMESS NOTED)
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QUADPIflL RECEPFAOE@lb•AF,F. (UNIES$NOTED)
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PREMIMUM UPGRADE PLAN
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"El" IS DESIGNED BY PHILIP
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El
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OF'rmE BUILDING, WAS DESIGNED BY WHERSAS INDICATED ON I
51 LUCIE CHD
5150 NW MILNER DR
PORT ST LUCIE, FL 334983
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iod:
RUNT
15:59:49
DEBIT CARD
DEBIT SALE
XXXXXXXXXXXX9117
PULSE
US DEBIT
A000000004212103
0027
04B84E0434387ECE
9
2061
9
001646
Chip Read
Issuer - PIN Verified
$545.00
CUSTOMER COPY
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