HomeMy WebLinkAboutLETTER ABOUT TERMITE TREATMENT OF SOILc
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10-1S'18
GA-,wp�p
Building Department
Plan Review Div.
RE: Oakland Lake (Lot 27) 1833 Model
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�ILE COPY
RECEIVED
ST. Lucie County, Perrhitur.9
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Please disregard Borate note on the Floor Plan Page (Sheet 4 of 9). The Builder will be termite treating the
compacted soil in accordance with FBCR 2017 (6th ED.)
regarding this letter, donot hesitate tocall me.
1441N. Ronald Reagan Blvd. ^Lougwovd yL3%750,Phone: (407)774'6078^Fax: (407) 774'4078
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Job
a
Truss
Truss Type — Qty
Pty
RYAN Ja312 L--21
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HP 1
1
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(' %" CDXPLYWOOD W/ 8D NAILS 4" O.C. EACH MEMBER EACH FACE
1 ® ADD 2X4 #2 SYP - W/2X12 #2 SYP WADD NAILS 3" O.C. ONE FACE & 94" CDX PLYWOOD THE OPPOSITE FACE
J
W/ 8D NAILS 3- O.C. (SEE DETAIL)
f :.:.
!s Tq
7 -� A .
f 2' .
20 19 18 17 16 15 14 13 12
3x4 34 — 3x4 = 3x8 = 3x4 = 3x4 = 44 =
3x6 = 14SM438#
it
1-1.0
B-b0 160.0<1-2-0
i-f-0 l-40 54-0 E-}75 42-1
Plate Offsets MY)— [2:0-D-O,D-1-141, f6:0-5-4,02-8 , f8:0-5-4,0-2481. f10:0-1-t2,D-1-81 [12:0-2-0D-2-8][20:0-5-12,D-2-41
LOADING II SPACING- 2-0-0 CSL DEFL. in Qoa) Udefl Lid PLATES GRIP
TCLL 2.0 Plate Grip DOL 125 TC 0.38 Vert(ILL) 0.17 17-19 >999 240 UT20 244/190
TCDL ,1.0 Lumber DOL 125 BC 0.83 Vert(CT) -0.3717-19 >999 180
BCLL D Rep Stress Ina YES WS 0.81 Horz(CT) 0.12 12 nha n/a
BCDL 1 i 0 Code FBC2017/ rPl2D14 Maft-S Weight 252 lb FT = 2D%
ir
LUMBER- (I BRACING -
TOP CHOR 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 34-14 oc purfms,
BOT CHOR 2x4 SP No2 except end verficals.
WEBS 2x4 SP No.3 BOT CHORD Rigid .cei ing directly applied or 6-1-0 oc bracing.
REACTION (lb/size) 12=1467/04-0 (mm.0-1-1212D--1569/114-0 (min.0-1-14) WEBS 1 Row at midpt 6-16, 3-20
Max Horz2D=211(LC 8)
Max Upfetl2-438(LC 4). 2D=520(LC 8)
FORCES. Max. Comp./m Ten. - AO toms 250 pb) or less except when shown.
TOP CHORD 1-2--�4417t3, 2-3=550205, 3-0=2622/835, 4-5=2520/845, 5-6=2117MI,
6-7=19251762 7-8=19251762, 8-9=1884/677, 9-10=1470/459
BOT CHORD 1-2D=95/449, 19-2D=9262407, 18-19=770=76, 17-1B=77012276, 16-17=541/1902,
15-16=468/1679, 14-15=463/1591, 13-14=483/1591, 12-13=190/579
WEBS 5-1 9=-44131 8, 5-17=515i348, 6-17=1561511, 7-16=321241, 8-16=187/529,
9-15=0261, 9-13=-631275, 1D-13=242/1018, 10-12=1584/522, 2 2D=334277,
3-2D=2212I700
I
NOTES- '
1) Unbalanced roof five loads have been considered for this design.
2) Wind: ASC 7-10; Vult=l6Dmph (3-second gust) Vasd=124mph; TCDL=42pst BCDL=S.Dpst; h=15ft CaL It; Exp C; End.,
GCpi=0.18; i'AWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60
3) Provide ad �t 6' Cuate drainage to prevent water pondmg.
4 truss This tru'1 been designed for a 10.0
re psi bottom chord five Toad nonconamertt with any other five loads.
5) Provide an' -cal connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 12 and 520 lb uplift
at jourt
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i #2 SYP
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PE7605
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Job I
True
Truce Type
Qty
FiYAN JQ12L2r
1
ASA
FOP
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jPly
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.lab Re�ermrrt
Fu= a _,-„, s Jul2i 2DU Pik= a.cw s Aug 28 GJia iiIek 0101rmfies, m lua U= U 1i'ylZU ana Pap 1;
I IPmK8mTC3Lkwcpri -t PgMOCP1n8EF LS-Uff+xmSu THHSSW4t4-FySd
-12 1A 0 Zf•d-a 3D$0
f� 7t2 7-4-4 7-0 0 7� a 7+4 if-1Z
Y2' CDX PLYWOOD W/ ED NAILS 4' O.C. EACH MEMBER EACH FACE
B ADD 2X4 #2 SYP - W/2XI2 #2 SYP W/10D NAILS 3' 0-C ONE FACE & X" COX PLYWOOD THE OPPOSITE FACE
W/ ED NAILS 3" O.C. (SEE DETAIL)
ADD 2XG #2 SYP W 10 NAILS 3-O.C. '1 A
� c
' f X
17 18 15 14 7! 11 10
5x4 = 5ld = 34 = 3>d -
2d3 II
1 A 3
ADD 2X4 #2 SYP VERTICAL WEB
Plate Offset Mr-,-
r5:0-5-4.0-2-8j, 17 0-5-4.D-2 81
r18:0.2-0.13-2-•1
r17 0-0-11.D-1-101
r17:0-2-3.0-2-M
LOADING
SPACING- 2-0-0
CSL
DEFL.
in (toe)
Udetl
Lid
PLATm GRP
TOLL
Plate Grip DOL 125
TC
0.86
Vert(L.L)
0.18 14-15
a999
240
brrm 244/190
TCDL
17.,
Lumber DOL 125
BC
0.74
Vert(CT)
-0.3415-16
s999
180
BOLL
Rep Stress h= YES
WS
0.75
Ho¢(CT)
0.10 10
We
e/a
BCDL
Cade FBC2DI7/TPMM4
Matdx-S
Weight 236 0f FT = 217%
UMBER- it BRACING
TOP CHORD 2x4 SP 1o2 TOP CHORD Struchmsd wood sheathing directly applied, amept end vet8ds.
BOT CHORD 4 SP Not BOT CHORD Rigid ceiling directly applied or 6-0-0 oe bracing.
WEBS I SP No3 WEBS 1 Rcw 2t-nddpt 3-15
REAC770NS. 'Ws¢e) 10=1467/Ad0 echancal, 17--ISSS -8-0 (m - 0-1-14)
M. Herz 17=196(LC 8)
Mmc UpIWG=466(LC 4), 17--WI(LC B)
FORCES. (lb) II Idumc Comp /M�c Ten. - All forces 250 (m) or less ersept when sbowrL
TOP CHORD I 1-Z=511/157, 2'�I 2760868, 3-4=-2300f79Q 4-5=22891623, 5-b=2194/887,
6-7=21941687, 74P-1935M, &�12DW425, 9-1D=-14551466
BOT CHORD 1-17=11i2J524, 16-17791524, 15-16= 8512478, 14-15=S451L054, 13-14=529/1709,
12-13=529hI709, 11-127-382Mt96
WEBS 3-1S=, 5-15=-80/449, 5-14=122134 6-14=-446f336, 7-14=274MI,
I8-12=170/M 8-11=4=71, 9-11=49011529, 2-17=13811583, 2-1S=-SW960
I
NOTEr
1) Untralarrxd rive loads have been mrrsidemd for this design.
nd: 2) WiASCE ��-10; Vutr-1Somph (36selarrd gust) V-d=124mph; TCDL=42pst BCDL=S.D* h=151% Cat It Erp C: EncL.
GCpi:=c.1B S (envelope); Lumber DOL--1.80 plate grip DOL=1.60
3) Provide drainage tc Prevent wafer pandmg.
4) This truss I been I igrra! for a 10.0 psf tuatltml drord five load noumnmmerd with any other five leads.
S) Refer to s) for truss to tuns corareudimrs
6) Provide = mecr= (by others) of truss to bea<irrg plate expiable of wft Wcbg 466 lb uplift at joint 10 and SDI lb uplftt
at jotrrt 17.
I II
DETAI B 42SP �� M —E
DENS`.y 'r�i
2X12 #2 SYP
c ��$ i44/
COX�. L OR,\
0�FSSIONP \�?
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