HomeMy WebLinkAboutROOF FRAMING PLANFAINVZON11-YA �CIFa=J:I
ROOF SHEATHING:
D4 LAP ALUMINUM SIDING
(OPTIONAL) J" CDX PLYWOOD WITH D4 LAP ALUMINUM SIDING
1 t3UC; K2
VAKILS 1:5--0-- IU bU--U-
SLOPE
O
I
.a
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F
O
I
w
W
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DOUBLE
TRUSS
END
2"x4" TRUSS
@ 24" O.C.
MAX.
DO
JBLE END
TRUSS
SLOPE
rD — EAVE/OVERHANG
�` Tnfoi�tintio;<7
bBuild Opt
E„gl a dng . Ca,s, Uh9 • r-11W
CODE REVIEW
Professional Service Industries
1748 33rd Street
Orlando, Florida 32839
Plan Reviewer: William E. Neary, III
ICC # 5185040
LA #000408
FL SMI-79, SMP-51
ROOF FRAMING PLAN
1 "x4" BRIDGING (SEE WALL DETAIL)
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REVISIONS '
OESCRIPTON I DATE I BY
n,y,e
9/19/16
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FANAVAIMIN
BARN STYLE TYPICAL TRUSS
r® I Infonnation
,I -To Build On
CODE REVIEW
Professional Service Industries
1748 33rd Street
Orlando, Florida 32839
Plan Reviewer. William E. Neary, Ill
ICC # 5185040
LA #000406
FL SMI-79, SMP-51
2.4 SOLE PU
n— —U.
2R4 SOLE PU
FI nnk rPAUI
VAL 5mithbilt Lave 180C: RZ
END ELEVATION
SMITH13ILT
OR
CODE INFORMT[ON
COO[ VERSON
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ROOF LM UND
FLOOR DUD LOLO
ROOR lN[ IOVJ [yIOYY
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SAVE/OVERHANG (2) 2a4
BENTS O BOTH ENDS
BD NAILS 12'O.C.
1U1 /-U1-U1 Hbl AHF KUVHL 5
JIAIVUAKU VVALL Ur-IAIL
WITH DOOR & WINDOW OPTIONS
LEON
0
ell
1,="
01101010101010000000ill
—FLOOR JOIST, SEE SCHEDULE FOR SIZE
FLOOR FRAMING PLAN
LAP ALUMINUM WALL SHEATHING
iPTIONAL) a' COX PLYWOOD WITH D4 LAP ALUMINUM SIDING
SMITH13iff
T+vc
I WALL
SOLE PLATE+
OR FRAMING
c 1me su
oraona[
v
d6vmuRS rKiw
I[00I OG10 LOAe
NOTE_ WALL FRAMING MEMBERS ARE CONTINUOUS FROM
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS. TIES. OR CLIPS
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040' NOMINAL THICKNESS,
xoar [n[ [oro
R— Ud Ud
Wo[ats rtv �v
I.wnc[H[ vxmFa�
,— 3/4' T&G PLYBOARD
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NOTCHED 1I' FOR P,T. SKIDS
Ld
scosaos
.,.rnrs s oan�c m
r2a6 P.T. 24' D.C. TYP,
�
Q
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OPTIONAL 125PSF O 16'
O.C. TYP.
n ��y (�[. Infonntion.
LL
_ (2)2'afi' P.T. SKIDS
'0E'-e To Build On
Engfnc •Cane[t7Ting Mr[y
I
•••••• ••••.Q� ///
rfiD •Te
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CODE REVIEW
�� P'' '
— ADDITIONAL (2)2'afi' P.T. SKIDS
Professional Service Industries
O
= 64a
�/�'
FOR 14'-0' WIDE BUILDINGS
1748 33rd Street
Q
_� 7t/ (L"
Orlando, Florida 32839
'or
= :. Q
--P\\, STATE of
Plan Reviewer: William E. Neary, III
ICC#5185040
0
FLoR10P;1'-�' �
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/fit`
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LA #000406
FL
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SMI-79, SMP-51
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FloriAe .61608
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FAI Mri
HHUVAL 5mithbilt
J: lnfomrn
CODE REVI&V rion
°SMITHBILT
EW
Prore I—IS-1-Mdfnvbs
174a 33rd Soaet
HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS ��85M. 32839
Plar R - sr. wa6iam E N ry, In
LAW 7P,.1�
lZ S6N-Ta. a6lP-5f
" OT S
1. THE OPTIONAL 1/2" PLYWOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE.
2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS-
3. SEE HEADER SCHEDULE FOR ADDITIONAL INFORMATION.
4- WINDOW HEADERS HAVE COMBINED 50% OR MORE WALL- FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS-
5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSTITUTED
(2) 2'x4" WITH OPTIONAL
1/2' PLYWOOD OR OSB
FILLER OR 4'x4'
(2) 2-x4- WITH OPTIONAL
1/2- PLYWOOD OR OSB
FILLER OR 4'x4'
20GA- 1' WIDE STRAP OR
EOUN. (SEE SHEET 5)
(2) 2-x6' WITH OPTIONAL
(2) 2"x6" WITH OPTIONAL
1/2" PLYWOOD OR OSS
1/2- PLYWOOD OR OSS
FILLER OR 4"x6"
FILLER OR 4°x6'
J20GA-
20GA. 1" WIDE STRAP OR
1° WIDE STRAP OR
EOUIV. (SEE SHEET 5)
EQUrV. (SEE SHEET 5)
Side Wall Header Schedule (180C)(e}
Buidling Width Fasteners w/o strap
Size{d,g} Up l0 14' Witle (each end)(c)
Mar Cnan u IfHI
a, labulated Values are for No. 2 grade Spmce-Pine-Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. If over T span and no straps are used, header must run to next stud.
d. The optional 12" Plywood or OSB Filler is not structural and only for aesthetics.
e. See header details for alternate layouts, i.e. 2-2"x4" or 4"x4"
f. Window header for window openings that have more than 50% combined stud wall above
and below, otherwise use door header schedule.
g. The header can be attached to the top plate and thusly have the combined strength
equivalent and use the maximum span stated. See header details for equivalent sizes.
FLAT
HEADER
WINDOWS* 3'
- OPTIONAL WOOD FRAME
WALL STUDS, DOOR CONSTRUCTION DETAIL
EXTERIOR
SHEATHING
' OR 16'x4' BETWEEN
WALL
.+ram.✓ WALL STUDS. VENT IS SECURED
TO SHEATHING AS PER
MANUFACTURERS INSTRUCTIONS
HYDROVENT DETAIL
(OPTIONAL
End Wall Header Schedule 180C e
Size(d) Max. Span NJ(b} Fasteners w/o strap
(each end){c}
3 - 3" x 0.131" nails
2-2"x4" 9'-0" 0 6 - 3- x 0.131" nails
a. Tabulated values are for No. 2 grade Spruce -Pine -Fir lumber.
b. NJ - Number of jack studs required to support each end.
c. If over 6' span and no straps are used, header must run to next stud.
d. The optional 1/2" Plywood or OSB Filler is not structural and only for
aesthetics.
e. See header details for alternate layouts, i.e. 2-2"x4' or 4"x4"
I. This table is only for headers below the endwall truss. Use Side Wall
Header Schedule for headers that break bottom cord of end wall truss.
(P.
DOOR
.RIOR
'NO —STRAP' HEADER DETAIL
MAX. B' SPAN
-UPAR
AUTbuxE NuYsrn Lx sano
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prote5siwral Sarviee lrsd45rdes
1)48 33rd Street
Orla/#d, Ftodda J2839
Pan SIM4r. YA:P.am E. Pia a/T Ul
(GC k 51R50:0
LASUCM
FL 6MI-J9,]MP-sl
SMITHEULT
Fastening Schedule(r)
(Fee T.a< z]Iw.n.n
Canmtlbn
FaideN,gf.,m)
lttatlen
1
d-Ta
a-T
T. a.131
at, reBs Foce
14 ww snpes
mil et eecnhw
+. best to ¢0er p'vdar
I3-Bd cenvmmRl/rz0.131)
]-S 1d paw stapes
O°m0
2. B,idpM le lobt
2-00 mna1wlR llr14131j
2-T[OZJT mac
2-T 14 ww smpea
IaamO earn eltl
sl.Wwdatlwtunlwwb .M wrtbbn,artl(ej 1R'aM
Sueamr, mdard <cOeMatltllg 0e trandrg)
svgb 0a„(wmnimXon slAO°°r-IagwmymaNm lLTlse
nirvtof
111Sbtilf
11/T
Ova 6a(cJ.RI
2vSv011T iuB(n)
114' 18 ww(0j
WC wGo(.)
2vTaO.I1S mBjp)
� T.,e.
T+66aw(p) wmwn
T.6 to 1' 60(Q Immr
10did)or W(d)
3•a'eM kaa 6d(c)
Te'10 1" I.f
IO 1114• 1W(a)er 8d(d)
EdOezaM hdertmdldo, Pp<. at
Fi „idchdan0 odw amp Sa,w3
to Fqu,v ]O.St of M.JI
3 6's-w4sv tD.acaplat
I. Wider ,,l- z T.u�Bowneechlabt
2-ad mNnwl(I alai]
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ap mp
_
5. T .-to loot or away
2-16d Lv1,a11Mn P1?a0.i6T)
aw mil
plb eM al.mil
6. 30b Pitt. 1, M,l w tlwkim
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WWI _
1W P 1?. 0. I.T, at 1Se.c.
T. 0.1]1 Wt.t Too.
r 14 Ba0e snpes vl lr,.c.
3-16d wmmw, P I1r 10,1337 at 1S o.e.
a-Ta 0131'-asn IT...
a-T 1d AaW.mpks at l6'e.c.
T,,- mil
IaaceE rapwM
CODE I FOR
TIO
Cap[ Tg✓`3a21
WNurk0aWE11
IAA -
euanha rcPE
COYStwcloH 11R
v-0
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2-Ira ownmpn P 112-10.1627
3-T1Our I,.
-S 14Baws(2I,
oM-it
33. Parel gaup 00 mmaayRl II/2"er
ass 6d10
vT Bd(4
flRr slamsaBH 6v61d1
Yot
a. stud b solo Plata
-BO cemm,n R 1/2" z atal)
d-Tx 0.1]I' Wib
]-T 14 ww ampes
2-1 W convnon P 111' z O.i62)
]-Tz 0.131'repa
3-T 11 Baw.np<+
(oom8
wid reel
a3 FiMr0oard sMsnhq(ga) 1R'aM
2
lase No. 1l wBo meO,g mll(h)
W common MB R' z 0.113)
No. I. doge anp.(ry
vA No. it ga Br°,L rgmilin)
lidwmman rea R yr i p.1W7
No. 18 Bv90 alaPlo[}
t1L11/PN4.Y
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M+NIJa� MUY8g1 Q SItlaO
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ppOSYNE
34. tr4ano, W WBrq 1M'
4tl(B
yr 6dlkl
prr]aSuxC
Da➢Yo
dsmtHM. R�13 -1.1 0
9. Wuda slutla
1 W (3 IW 10--) It 24- o.c.
T10.131"reel it-c,
r la pow etude° at S e.c.
ace Wall
.. COmmona [maenwmave 1, eeN wuq rootlenwv amf
6. Nah awWd vl6 6cMa en wpe, et.dwv, 121... at W.madbm algWdI....Pt 64chea at suppoas v-Mn awns em 481rcMv of moro. Fw m3y It
w.ed aouctmalwmlaro WaiJenwNd4p.emseM 111,-1,re4,to Sodkm 2305, NaiH braa9aMatnbp ero wmynmd to Mconmun,em or wsilg.
c, Cwmun w demmud 'Mnk(rd-r10.11T; Ba-21?aal]I";1W-S[0.1467.
a, ce,mnen(M-r 10.1IT: M.21IT U.131';IW-Ta0.1aT).
s. DeMm,O sMM (W - r [ p.11r: W - 31? 10.1]t^, I W -]'. 0.1a67.
t. Certoabmmaletant slaty(ad -171Tx0.1Ofi•;8a•216-z0.128).,.Wang dol.7.0.09r; Bd-]112. 10.1IT) W.
a. F-temn zWeed 3 ben°s en w,4er a1 as4�br °dBea aM B i, I. otnle, It iKeempdial° s,pWds, vnen aged- elm -1 anea 17, .W wt; sMO M B
Inch.a on cem.ren amIda., aM 12 Y¢Nnvn wmer alintarm-diat. vuppoav for --dust vh-a ,.
n. Cortoigansistant rooNq W25 WN J/16tircndiameter need and 1112arch lew,h b, IM J,e-Iria end 1-1.1, 1°n01n du 2v3ill.r.-Pi,
I. Cerrosbrrnsis,ant snp4s °Nh rommal ]lt6lrcn crown w 1Jrch eroxn aM 1 1l4arch 4nB,h M 1RIrch eheetNnp grid + 112-heft l4na,h k, 3v32+xh steal
Penal aeDwds .11. -, Ro bcMa B IMrgm e16I, tM bnB drt-ion or Ob wnel -logs otMmise mMked).
6 P-I ,Id 124[)wNuzn(tl/r 10.mr)mlhaWcad J-,J16 Ma ant It ed12I, tclm at i,ser.to- aupWav
k- Palwlsuppods a+2aik.,-.sbg°r(2 iuiH1IT) al6lrclnE °n pawledwa, +2ln1 at'udomodiameupwds.
I. Fw mp sneatmnB appca,Mu,mrehRl?10.(uj am my 1p15mmrwuhedmremavlwwunlWrels.
m.-pi..¢lull new a rite ncw.nvianarN16'v-
n. F. molstcalNlg appf atiom.l -rt swc.d It 4 ircMs an ow4e1 It w3ea. a b,Ma aume,m.ade sapwRts.
,. Favmren awo.ax4:mnwwwidarwwwa, 6ircM.Mmlelm.eme wpwm mr.erne., ana weBaMamma and3bcnes on „roar at eae••,6ben°a .1
tdemwaate suppwla tar mat sne -..
p. Fazmmn spaced at 4 k w-1It.aB.s, B I -I M -dial. auppom.
V6ae FvamrerAMmde ScMdule.
Faamren mn1 N bemBed wtn eYen awchq Mtvwen IMm awsa aaacnmp /rembr.
T
Mppnwaa iKOa
ROOT tlr/D tfNO
to.-w. top pale
D°un'¢,ap pa,ea
164P IR'10,135)at 1T.".
T10.1]f'reil atTo.c.
T 14 0aw snd4s et T....
B- 1. wmmon P lg71 a1827
12 -TZ 1.131' mh
12-T fa Bate anpes
Typiwlhw ree
bD spw
R00)1M lOAD
�r w
rta0n Or/0 LOaO
IOS,
FLOOR 1M6 tOaM
1y11avY
L���•
71'RIR1F Or n'�. sIOpL R00F
WA
1 t, abekiw Mn.a<n loiam or.- to top pale
]-60 ewnmen R Ilr z au17
]-T10.1]r rolls
]-T fa Bew..0.s
leenail
mBR `ff PROIEC1pN 15YE
SNRiF11114eGL
12. Rim hlst la top pate
04R 1111131, et S1.,
Ta0.1]I naBs,lSe.e.
3. 14wwampen
`O emB
5011UQ sa0fAOB
np mll.A l65
REVISIONS
R
DE6CRIPTDN
DATE
BY
11. To p plate], bw and W enaetiem
I3 -16d wmmpn P 112'. 11621
3 T. G.131
3-ruaaaeabpea
a roll
uye/le
1/n/1a
Cemhmus Mader, N.o gees
1fd wrtnun P lyre 0 f 627
a Ab1g adae
1 s. coub9 his. I. p+m
I3- ea acmn,onR tirx a1a17
6-T[0.131'm0a
3-T id gape enpca
snap
pW°�
Alternate Fastening Schedule
16. rami.gus neamrto arm
a-ee cemmon RlrT1 au17
WWa
Cormedion
Fapenin
1 J. CaBbp ids.; hw owr Wdaiem
(6ae Tado 2TOB.l0.a,1)
,wm1P11T10.1]Sj minimum; T.W 230O10.4.1
d-T10.131 rv0s
d-T fa ww smpea
ace mp
pore
9/19/t 6
wLT 31Ja. Wood strvctunl wreb vM WdcknoaN
s,Mwr, malard avOZMazNg 00 frarug)
- aM kss r [ 0.09r Rig 3MNc Nall-
s'trom IdlP e.e.
IlL CWk,plds.l. Walbl nners
(See Table 23 Al;
namePtlr10.1]Sj minmum, TaW 330610.a.1
4-TWi 0.131reh
a-T 14 aaw -P..
ace mil
Swt
N A
Strap & Simpson Strong -Drive® SD Screw Schedule
� Strap & Fastener Schedule fat
SBS-E-100C
Parwfpex
UDlin
Wall astere
patterF
Plata FaSener
enemas.
Uplln
Wall laaener
RaM1er Faaemr
Plate Fawner
19. Raneym pate
13-6d ew.renR 1?10.131)
3-T10.1]1'm0s
J-S to wag zmpes
eml
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I- alien
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a Ma M1oL gums 1a1v4 [1C aK ].. /] w, q®r
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4W
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r50
85010.1
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&IBdx2S
B-+BA.T
H3A
495
SSD9x1.4
5509z1.5•
2SD911.S
X2A
N2.6A
496
s35
S6d11S
580x1.S
Sbtl
2a1a11.S
SSd
N2.54
563
-
SSD9x1.S
SSD9x1.S
20. +' Dawrel tnw 10 Wd1 vud a1tl pa:e
21. 1' z T.Ma1Mg le r bmdp
z-80 ammm R U3"z 01317
2-r1 a.131 m0s
3-T14Ww.npea
3-6d -roman R lyre 0.l]17
hco mp
hce reB
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Florida Ueermd 164608
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I sB.dl: FBPR-5 OF 5
Mr. Jim Richmond
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road
Tallahassee, Florida 32399-0772
RE: Plan Approval
Manufacturer:
Plan Number:
Dear Mr. Richmond,
Smithbilt Industries, Inc.
Smithbilt Eave 180C R2
1748 33'd Street
Orlando, Florida 32839
phone: 407.304.5560
fax:407.304.5561
psiusa.com
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2014 Florida Building Code, 5t' Edition, with 2016 Supplements
2014 Florida Fire Prevention Code
2011 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments 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 any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
William E. Neary, 1h
Department Manager
Modular Facilities Division