HomeMy WebLinkAbout05040007-Truss infoT OF
BRICK CONSTRUCTION
02WALL SECTION
01
SIDING CONSTRUCTION
WALL SECTION
TYPICAL WALL SECTIONS
31V-SSI-B85~
TYPICAr ~ ~)L.AIN ~RETE BASEMENT WALL
V~EBER CONCRETE CONSTRUCTION. INC.
~.~,-1
3 ~00 £~Z~
313~3N03 ~383M eOT :~0 ~0 BO ^ow
TYPICAL 9' PLAIN CONCRETE BASEMENT WALL
WEBER CONCRETE CONSTRUCTION. INC.
Ap~I 16. 2OO2
8'8
BO ~oN
MECcheck COMPLIANCE REPORT
I993 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: KensingEon
COMPANY INFORMATION:
RYLAND HOMES INDIANAPOLIS DIVISION
NOTES:
BASEMENT PLAN
WORST CASE CALCULATION
Permit ~
Checked by/Date
COMPLIANCE: PASSES
Required UA = 644
Your Home = 512
Area or Insul Sheath Glazing/Door
Perimeter R-Value R-Value U-Value UA
CEILINGS 1541 30.0
WALLS: Wood Frame 16" O.C. 2372 13.0
WALLS: Wood Frame, 16" O.C. 302 13.0
GLAZING: Windows or Doors 408
DOORS 38
FLOORS: Over Unconditioned Space 118 30.0
BSMT: 8.0' hr/7.0' bg/4.0' insul. 1304 10.0
HVAC EFFICIENCY: Furnace, 90.0 AFUE
FfVAC EFFICIENCY: Air Conditioner, 12.0 SEER
0.0 54
4.0 148
0.0 23
0.400 163
0.350 13
4
107
COMPLIANCE STATEMENT: The proposed building design represented in these
documenns is consistent with the buildin9 plans, specifications, and other
calculations submitted with the permit application. The proposed building
has been designedt[o~ m~tthe requirements of the 1993 CABO Model Energy Code.
Builder/Designer~/ Date~
d
Ave. Ste, 250
~i IN 46250
LOT~
)EL: ~ EL:C
Standard (No Brick)
~ATE
SENT TO SAWS
Special Instruclions:
Job Notes:
DATE06/25/04PAGE I of 1
EI Jeff Behnke
PROFILE PITCH ~TYPE BASE O/A. LUMBER OVERHANG ~ NOTES
ID ~,] I . '. . __ .........~ IANO~s:xc°v~'(g
i [ (;ABLE ~9OI i H NOTES: X W/ 120" BLUE E NE RGY BP~CE
1 600 0~ H 36~)0 360 -(O 2X4 2X4 001~04 O0 04
4 t000 O00 p
~ I ~ I I COMMO~ ~ ~ j
Installation of all temporary a~d pe~nanent braces
are essential see truss drawings, BCSI-1 building
component salty information, and building
dns~gner requirements.
See drawing of muppie ply girdem for fastening
pattern to connect plys so they will act as one.
Use Simpson HUS26 hangers unless noted otherwise.
Install all hangem per man~acturer's guidelines.
(8) Required.
Field frame valleys atop roof deck in a manner
which spreads load evenly on main roof
t~Jsses below.
All plys must be fastened together before
supported t?ssses or framing is attachad Add/remove overhangs as necessary.
to the girdem.
L
Simpson HUS26 hangem -
vadical stud in imeewall. Then hang 'PI" busses in
Simpson HUS26 hangers from 2x8 ledger. There
should be no sheathing between 2x8 ledger am:l
kneewa#.
Q
14'
DAV1DSON
LUMBER CO.
RYIAND HOMES ~AUTUXENT" EL:C $1andard (No Brick)
64-11 678 0114
1017 2000 29109 4000
LOADING (psi)
7CLL 200
~CDL 80
BCLL 100
BGDL 50
LUMBER
8-%7
917
t8-0-0 2610-9 36
8-10-9 8 10-9 9 I
51-3 513 41013 0114
Scale :; 149 [
aoooli2
10 0 0 20-0
1000 100-0
'[CLL 200
~CDL 80
BOil 100
Lo~"ER
JUL 0 1 200~,
970 1000
LOADII,~, (psf) SPACING
011-4~ 410-12 -
0-114 41012 41012 0114
410-12 9-98