HomeMy WebLinkAbout05040010-Truss InfoBRICK CONSTRUCTION
L SECTION
01
SIDING CONSTRUCTION
WALL SECTION
TYPICAL WALL SECTIONS
~Y~D HOM--M-~
~P~ 18 O~ 04: i i= HRQue~
317-581-B85~
TYPICA~ ~ ;~)[.AM CONCRETE BASEMENT WALL
V~..~BER CONCRETE CONSTRUCTION, INC.
MDWO3 ~363M
eOI :BO ~0 BO
TYPICAL 9' PLAIN CONCRETE BASEMENT WALL
WEBER CONCRETE CONSTRUCTION, INC.
Ap~l 16, 2002
7659
~8~969LLI£I
MECcheck COMPLIANCE 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: Monterrey
COMPANY INFORMATION:
RYLAND HOMES - iNDIANAPOLIS DIVISION
NOTES:
SLAB PLJ~N
WORST CASE CALCULATION
Permit ~
Checked by/Date
COMPLIANCE: PASSES
Required UA = 715
Your Home = 556
Area or Insul Sheath Glazing/Door
Perimeter R-Value R-Value U-Value UA
CEILINGS 1674 30.0 0.0 59
WALLS: Wood Frame, 16" O.C. 2455 13.0 4.0 153
WALLS: Wood Frame, 16" O.C. 242 13.0 0.0 18
GLAZING: Windows or Doors 447 0.400 179
DOORS 38 0.350 13
FLOORS: Over Unconditioned Space 286 30.0 9
SLAB FLOORS: Unheated, 24.0" insul. 157 6.0 125
Builder/Designer~
HVAC EFFICIENCY: Furnace, 90.0 AFUE
HVAC EFFICIENCY: Air Conditioner, 12.0 SEER
COMPLIANCE STATEMENT: The proposed building design represented in these
documents is consisEent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building
has been designed to meet the requirements of the 1993 CABO Model Energy Code.
Date~_~
Job4D Cf
Shadeland Ave. Ste, 250
indianapolis, IN 46250
845-0674
LOT # 32
: Wolf Run
MODEL: Monterey C
i01/12J05
ATE ~
~¥~'~-'r~ ~o~/o~/os
Special Instructions:Left Heed
Tray at Mbt; 3-car Grg; 4' Nook Ext
Job Notes: HANG SHEATHING 1" BELOW BOTrOM CHORDS OF ALL GABLES
ROOF TRUSSES
PROFILE
PITCH TYpE
ID
6 00 COMMON
600] [ AT
OVERHANG
NOTES
~0-11 04
__
· G 220000 2200°0 2×412X4i0011-04 0011 04
1oooi
3MG NOTES: W/.120" B~ue energy brace
jCover pe~ detail
Inslatlalion oJ all temporap/and permanent braces are essential see truss drawings, BCSI 1-O3 summary sheet,
and building designer requirements.
See drawing or rr~ulJiple ply girders for fastening pattern lo connecl plys so they will acl os one. All plys mus~ be
[aslened togeJher before supported trusses or framing is aHached to lhe girders.
Use Simpson HUS26 hangers unless noted olhemgse. InslaJl ail hangers per manufacturer's guidelines_ (19J required.
F~eJd frame vaJley~ atop root deck in o manner which spreads load evenly on main roof trusses below,
Add/remove overhangs as necessary.
NG NG
ledger see mono detail sheel.
B A B
3MG
Simpso~ HuS~6 hongers-~ ~
2x4 ledger see mono deiail sheet.
t
W/16d na~s 12"O.C.
in oll members, j
6'
2x4 ledger see mono detail sheeL
30-4-8 36 0-0
FRONT OF HOUSE
3x6 z 3xlO : 3,~6 3x4
0:!]4 2 4-3
5-7 7 ~ ] ]7o-~ i !~:c':0 ~
2411-14 30-49 3600
D
W3 W5
W6
K J
FRON¥ OF HOUSE
LOADING {psf~
7CLL 200
TCDL 80
BOLL 100
BCDL 50
5 ,I-~3 t 110-0 j 16-7-3 ~ 220-0
G
(~-11~4 5 7"1 ~ 11-0-0 ~ 16-4 )5 ~ 22-00
D
NO]ES
--~);] ] :~ 4-10-4 ~ l 0-0-0 ~ 15-1-12 q 20-00 2~0-I 1 -~4
G
60910419
%.u..~;-..:,,,,~ ~ ~ t..--;:~
FEB 0 3 2005
D
LOADING (psf) SPACING
NOTES
LOAD CASEiS} Star~.ard
· ,,,"~."¢, L. HEI,~; ~',~
23 ...--.;. C~\ S T E R,z.'.....~'_o
~-"~.( '¥~'-: ............... :~....
E ' No :
= 60910419
:~'¢;F; ........... ~%'"
FEB 0 3 2OO5
5100 5100
'Plate O~seJslX Y~ ]~ Edge O-~-4]~LD Edge.(~4 ~]
c
598
598 598
No~rEs (4-5)
60910419
'"% ?ONAL '¢.,
FEB 0 3 2005
2:,4 %
~',,;~?~A~ %,,,,'
FEB 0 3 2~
0-11-4 7-11-6
C
FEB 0 3 2005
D
FEB O 3 2005
~[CLL 200
TCDL 80
BCL[ ~00
BCDL 50
]OPCHORD
BOTCHORD
NOTES ,%6
CC*AD CASE(S) S~,,~r¢