HomeMy WebLinkAbout05040009-Truss InfoBRICK CONSTRUCTION
WALL SECTION
SIDING CONSTRUCTION
01 WALL SECTION
TYPICAL WALL SECTIONS
317-58I-B85~
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TYPICA~ ~ ~)LAIN CONCRETE BASEMENT WALL
V~.~BER CONCRETE CONSTRUCTION, INC.
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313~3W03 ~3~3~ eOT:SO ~0 80 ~OW
31 ?-SBI-SBS~
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TYPICAL 9' PLAIN CONCRETE BASEMENT WALL
WEBER CONCRE"t~ CONSTRUCTION. INC.
A~ril 16, 2002
313~3W03
eOI:BO ~0 BO
MECcheck COMPLI~NCE REPORT
1993 Model Energy Code
MECcheck Software Version 2.0
CITY: Indianapolis
STATE: Indiana
HDD: 5635
CONSTRUCTION TYPE: Single Family
DATE: 2-14-2005
DATE OF PLANS: 7/15/04
TITLE: Sterling
COMPANy INFORMATION:
RYLAND HOMES - INDIANAPOLIS DIVISION
NOTES:
BASEMENT PL~/q
WORST CASE CALCULATION
Permit #
Checked by/Date
COMPLIANCE: PASSES
Required UA = 586
Your Home = 477
Area or Insul Sheath Glazing/Door
Perimeter R-Value R-Value U-Value UA
CEILINGS 1307 30.0
WALLS: Wood Frame, 16" O.C~ 2177 13.0
WALLS: Wood Frame, 16" O.C. 242 13.0
GLAZING: Windows or Doors 411
DOORS 38
FLOORS: Over Unconditioned Space 76 30.0
BSMT: 8.0' hr/7.0' b9/4.0' insul. 1195 10.0
HVAC EFFICIENCY: Furnace, 90.0 AFUE
HVAC EFFICIENCY: Air Conditioner, 12.0 SEER
0.0 46
4.0 136
0.0 18
0.400 164
0.350 13
2
98
COMPLIANCE STATEMENT: The proposed building design represented in these
documents is consistent with the building plans, specifications: and other
calculations su~bmitted with the permit application. The proposed building
has been designed to meet the requirements of the ]993 C~%BO Model Energy Code.
Builder/DeSlgner~ Date_~~
ORDER DATE
II
It
II
II
11
Jeff Behnke
R~nd Homes
46250
(317) 845-0674
~UBI)!V:
MODEL: SleFling EL:B
Slanda~d (No B~rlck)
250 Special Instructions:
Job Notes:
~,OOF TRUSSES
~ROFILE PITCH TYPE NOTES
[lll[Jl~ljJl][{{~ 1 600~ 00O) ~ ~O000l 34000012X4j2X,lJOOl104 jO0 1104
COMMON
installation of ali temporary and permanent braces are
essential see trdss drawings, BCSI-1 building component
~afh/infromation; and building designer requirerments~
24" O.C.
Use Simpson HUS26 hangers unless noted otherwise.
Install alt hangers per manufacturer's guidelines.
(2) Required.
0
0
LL
VG1
18'-8"
Apply 2x8 ledger to wall, bottom at 8-01-02
Wl (6) 16d nails in each vertical stud in
the wall. 'Then hang "P1" trusses in
Simpson HUS26 hangers from ledger.
There must De no sheathing between
wall and 2x8 ledger·
~ld frame valleys atop roof deck in a manner which
spreds load evenly on main roof trusses below.
4
6 G2
-- Q
Add/remove overhangs as necessary.
5x6 MT20
5x6 MT20 :::
11-4-15
I~ov 1~ 2oot
5
5x§ MT20
E
,'/
9-10-2
3oo0
4~-11~4 5 10-13 . t2-O 0 t 18-1-3 ~ 24 0-0 2~-1114
0 11-4 5-10-13 6 1 3 6-1-3 5-1013 011~1
E
~ooofi~
5x$ MT20
5x8 MT20 L
55-13 11-7-0
5 5 13 6-1-3 6-1-3 5-10-13 0-114
t
NOV 11 20O4
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