HomeMy WebLinkAbout05020127-Signed ConditionalPERMIT PLAN REVIEW STOPS PAGE 1
PERMIT NUMBER 05020127 - NATALIE SCHNEIDER TYPE:
PARCEL ID ! 1713020416004001
PARCEL ADDRS ] 424 106TH ST E INDIANAPOLIS, IN 46280
APPLY DATE : 02/23/05 ISSUE DATE : C/O DATE :
CONTRACTOR : ABBOTT, ROBERT
PHONE NUNBER : (317) 697-7248 FAX NUMBER :
RESGARAGEE
(317 9~4-7630
IEW STOP: BLDG
REV NO: 1 STATUS:
REVIEW SENT BY: iochs
REV RECEIVD BY: jochs
- BUILDING INSPECTOR REVIEW
C DATE: 02/28/0~ CONT ID:
DATE: 02628/05 TIME: 11:27 TIME SPENT:
DATE: 02/23/05 TIME: 11:27 SENT TO:
REVIEW NOTES: 2005-02-28 1i:29:04 CONDITIONS OF PERMIT:
~ Welded wire fabric must be
0.00
ENCOMPASS - Pensamasion
permit.4ge (permit5.4gl}
RUN DATE:02/28/0]
Natalie M Schneider
424 E. 106m Street
Indianapolis, IN 46280
317-818-0670
"75 /
SdbieCt
0~ OF
Lot No 4 in Cornerstone Place, Section 2,
a subdivision in Hamilton County, in the
State of Indiana, the Secondary Plat of
which is recorded September 16, 1993
as instrument No. 9345076, ia the Plat
Cabinet 1, Slide 352 ia the Office of the
Recorder of Hamilton County, Indiana.
.,9
15670162
D
C
F
G
5x6 =
H
· O~.G~ ~.G 2-0-0I cs~
30.0 I Plates tilcmase 1.15 TC 0,79
I Lumber increase 1.15 0.71
TCDL <._.10J1. BC
B(~LL I Rep St£ess Incr YES WB- 0.86
BCDL 10.Q .[ C.43de ISC2000/ANSI95 (Matrix)
L in (loc) I/deft L/d
) -0.38 J-L >752 240
) -0.52 J-L >544 180
TL) 0.05 H n/a
LUMBER BRACING
TOP CHORD 2 X4 BPF No.2 TOP CHORD
BeT CHORD 2 X6 SPF 15~50F 1.5E BeT CHORD
WEBS 2 X 4 SPF Stud
PLATE~ GRiP
MIl20 197/144
Weight: 101 tb
Sheathed or 2-3-g oc purlins.
PJgid caiflng directly appl~d or 10-0-0 oc bra~ing.
REACTIONS (lb/size) B=1870/0,3-8, H=1870/0-3-8
Max Ho~ B~91(idad case 7)
Max Upfift B=-50(load case 7), H=*50(idad case 8)
Max Grey B=~209~(lead case 2), H=209§(Ioad case 3)
(lb) - First ~ Case Only
CHORD A-B=39, S-C=-32~4, C.D=-3239, D-E:=-3060, E-F=.30~0, F-~=-3239, G-H=-32~4, H.1=39
BeT CHORD B-L=2810, K-L=1711, J-K=1711, H-J;2810
(7) ~; 90mph; h=25ft; TCDL~6.0psf; SCOL=6.0psf; Ce~tege~y II; Exp S; enclcaed;MWFRS gable end
z~ne; cantilever ~ and dght axpessd; end yeS, cat left and right expoead;Lul/lber DOL=1.33 plate gflp DOL=1.33.
psf (roof nnowJ; Exp B: Fufly Exp.
4)',This tmse has been dssigcad for 2.00 times fiat mol toad of 30.0 psf on overll~ngs ~nnurmnt with other I~ve
5) This ~russ has been desig~ for a 10.0 psf bottom chord live load nonconcon~nt with any other Itve toabe per Table
1607.1 oflBC-00. '
One RT7 USP connectors recommended to connect truss to beating wells due to up~ift at jr(s) B and H.
7} TRUSS MAY NOT BE ALTERED IN ANY MANOR
· o~ CASE(S) Standard
~',,;.'" No ~990~415
Ma[nI Rool Ecige
Engineered
Trusses
Double 2 x 12 Header Above
9' or - 18' Overhead Door
8' 2-1 f2"
Double Top Plate
Vinyi Siding
12 Inet% ~\,~s
USED OH ALL WINDOWS AND DOORS
CHECK OUR COMPETITOR~
- ~ i i .Reintorce. d
Concrele
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