HomeMy WebLinkAbout07080067 Resubmittal Infos DA ATT
E OF RE-SUE
BUILDER
RE-SUBMITTAL
For Incomplete permit submittals
AUG 2 22007
?U
Name of Reviewer:
BUILDER NAM
Contact #:
A /[i
Project Address:
Lot&Subdivision:
Comments:
Re-Review Fees: Residential $138.50 ?
Commercial $277.50 ?
slpemtitslFor Re-Submittal for Review
FROai ?`J"?? fi(JTI/L?C?fi{?'?L (.:GJ(J?'?? rr
OTF7. cos 1?
g.30 131-12 1541D 18-0.0
-2-0-0b-0?-0 2.10.4 2-10-4 5-1.12 2-184 2-0-0
Scale = IA.
4a4
r
ELE,ll FOR CONSil ' T lON
s \ 7 SUf]fE ! t-, eem? !tench t ilr a!1 ra 1 jl ,ions
a) c_
12.00 12 EP C iL NI1F/ SC:;1rf,-S
4 Cl S 0,11PPfiEL CLAY l g'lil
TA
INDIANA
f/I gf \\
3 // ? ?? II iI\\9
`111 2 I1 _ I 7 10
v \ 11 ?
3XB II 18 17 16 15 14 13 12 3x8 I I?
Ob0 2-10--0 10 131-127_10-41640
2-104
LOADJNC fell SPAl 2-o-u
TOLL 30A Plates locraase 1.15
TCOL 7.0 Lumber 1.3rleasa 1.15
SCLL 6.0 Rep Stress lncr YES
BCOL 10.0 Code IRC20oo%4SIGS
LUMBER
TOP CHORD 2 XA SPF No .2
BOTCHORD 2X4 SPF No.2
OTTERS 2 X 4 SPF Stud "E-000'
ST4 2 X 4 SPF Sol
CSI DER fe floc) hit lld PLATES GRIP
7C 0.46 ven(LL) 41.OS 17 n/r 120 lAT20 1a71f 44
BC 9,23 Vert(TL) -006 11 In' 90
WE 0
16 HoR(TL) 0.01 10 n!a ell
.
(Matrix) Weight $9 Ih
BRACING
TOP CHORD Sheathed orb-0-0 oc pu.lins.
BOY CHORD Rigid ceiling directly applied or Ill oc bracing,
WEBS 1 Row at mil 6."s
WEDGE
Lou: 2 X 4 SPF Slur Riots: 2 X 4 SPF Stud
REACTIONS (Iblsiael 2=2941i6-G-0, 10=294116-0-015=205JI A-L-O,16=243J18-0-0, 17=226116 0-0 , 18=78116-0 -0. 14=2-03!16.3.0, 1 3=2 25716-0-0, 12=73!16-0-0
Max Hoag-149(LC a)
Max Uplift2=-91(LC 7).10=-52(LC 8), 16=40V; 9), 17=-IC9(LC 9). 78=.43(LC 8], 14=-67(LG 10), 13=-1ID(LC 10), 12--38(LC 7)
Max Grav2=421(LC 3), 10.421il 4). t5=221¢6 2), 16=313{LC 3) 17=30013), 18=IDt(LC 3), 14=313{LC 4), 13=3o0(LC 4), 12=101 (LC 4)
.FQHgES__(Ib) - Mlfx mrl S..?RCe5514Nmexlmum iausr _
TOP CHORD 1-2=01172, 2-3=-1921126, 9-4= _1221lll 4-5-941105, 5-6=.971147, 6-7=-97114', 7.8=-04R5, 3.9=-86154,
9-10=140175, 10-11=9!122
ROT CHORD, 2-18=-247208, 17-19=-24f206, 16-17=-741208, 1 5-16=-242 08, 14-15=-241208. 12.14=241208, 1 2-1 3=-24208.
1041.24208
WEBS 6-15=14710,5-ab=-193198,4.17=-200/118,3-18=-139193, 7-14=-193195,9-13=-200H 19, 9-12=-119189
NOTES (14)
I) Unbdlaa Cad root live loads have been considered tar this desigr'. 0 41; ed; MWFRS gable and zone and C-C
2) Wind: ASCE 7-98; girl h=258, TC0L=4.2psf; RCDL=6.0psf, Ca1ag ry luxe B; endur
E,rledor[2) zone; cant9ever left and night exposed : "ver9icaf let and right exposed, Lumber DOL=1.33 plate grip 001L-1.33
PIa1e metal D0L=1,33. This truss is designed fir C-C for members and forces, and for MWFRS for reactions specified.
3l Truss designed far wind Icads in the plane of the Less only- For studs exposed to vend (nolmal to the face), see MiTek
"Standard Gable End Drill
4) TCLL: ASCE 7.99; Pr=30.0 psf (fool live bad Lumber DOL=1,15 Plate Cl Pp=42.9 ii (il snow), Ps=24.1 psf (roof
lal Lumber OOL-1 15 Plate DOL=1.15): Category 11; Erp B; Fully Em.; CW,1
5) Roof design snow road has been reduced to account for slope.
6) Unbalanced arrow bads full been considered for this design.
7) This truss has been designed felt greater of min loaf live Inad of 16.0 offer 1.00 times flat roof lead of 29.7 psf on overhangs
nonKwtcurrenl with other No loads.
8) This !mss has been designed far a 10.3 psf bottom chord Il lead nnnecncurrant with any other live bads.
9) All plates are 1 5x3 MTZO unless otherwise indiw[ed.
101 Gable requires continuous bohom chord bearing.
11) Gable studs spaced at 2d-0 oc.
12)' This truss has been designed for a live load of 20.Opsl on the bottom chord in all areas where a rectangle 3-6-0 ty0 by 1-0-0
wide will fit between the bottom chord and any other members,
131 Provide machavil l connector, (by others) of truss to baenag plate capable of withatendng 91 It, upliil sljoinl 2, 52 16 uplift at
)l 10, 7016 uplift at joint le. 109 No up181 at jolnl 17, 43 It, optic at joint 18, 67 lb ul litl at joint 14, 11016 uplift at joint 13 and 38
lb uplift at jor d 12.
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