HomeMy WebLinkAbout05040220-Truss InfoBRICK CONSTRUCTION
WALL SECTION
SIDING CONSTRUCTION
01 WALL S. ECTION
TYPICAL WALL SECTIONS
~HOM,~
TYPICAl, 8' ~)1..~ GOMCRETE BASEMENT WALL
V~BER CONCRETE CONSTRUCTION. INC.
g8~969££T£! ~3W03 B383~ 20 80
~l ?-SEI1-BBS~
'TYPICAL 9' PLAIN CONCRETE BASEMENT WALL
WEBER CONCRETE CONSTRUCTION, INC.
A~ri! 16, 20O2
i -
L3
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: Stratford
COMPANY INFORMATION:
RYLAND HOMES - INDIANPOLIS DIVISION
NOTES:
SLAB PLAN
WORST CASE CALCULATION
Permit #
Checked by/Date
COMPLIANCE: PASSES
Required UA= 626
Your Home = ~63
Area or Insul Sheath Glazing/Door
Perimeter R-Value R-Value U-Value UA
CEILINGS 1363 30.0
WALLS: Wood Frame, 16" O.C. 2075 13.0
WALLS: Wood Frame, 16" O.C. 286 13.0
GLAZING: Windows or Doors 311
DOORS 38
FLOORS: Over Unconditioned Space 311 30.0
SLAB FLOORS: Unheated, 24.0" insul. 149 6.0
HVAC EFFICIENCY: Furnace, 90.0 AFUE
0.0 48
4.0 129
0.0 21
0.400 124
0.350 13
10
118
I{VAC EFFICIENCy: Air Conditioner, 12.0 SEER
COMPLIANCE STATEMENT: The proposed building deslgn represented in these
documents is consistent 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.
r_~ ~
Builder/Designe Date
ND HOMES
~IORTH SHADELAND AVE.
IN 46250
SUBD!V: SARATOGA
4, FAMRM &GRG EXT, VLT MBR, BATH OPT
PROFILE
TYPE
ID
COMMON
A
GABLE WALL
BW
DATE06)I 1/02 PAGE
iORDER DATE
~CEIVED~
SCHLD. PROD. DATE
i SENT TO SAW__S
!DEL~ERYDATE
06~11/02
/!
06t18!02
//
ORDER #
!0116528W
II
SALES REP John Boeke
SPECIAL INSTRUCTIONS:
.EFT HAND
Job Notes:
HANG SHEATHING t'~ BELOW BOTTOM CHORD OF ALL GABLES; USE RYLAND LOGO ATLA
R-BOARD ON ALL GABLE WALLS
OVERHANG
I BY DATE
NOTES
NOTES: wi .12o" BLU ENRGY BRCE
WI 5/8" ATLAS R-BOARD
COMMON
G
GABLE
GIRDER
J
VGI NOTES: ~rI.120"BLUENRGYBRCE
RY~ND STRATFORD-A 4' FR & GRG EXT, VLT
7-9-4 15~0,-0 22-2-12 30-0-0 3~
7-9-4 7-2-12 ;'-2-12 7-9-4 0-11-4
D
4-8-4 4-84 5-7~ 0-11-4
F
7-11-10
C
L
3x4
15-0-0
G
J
22-0-6 · 30-0-0
7-11-10 7-06 7-0-6 7-11-10
LOAD CAS£¢S)
Standard
5-2-14 10~0~0
5,2-14 4-9-2
4-9-2 5-2-14 O- 11-4
5-5-5
4-6-11 5-5-5 O~ 11-4
Scale = 1:3
JUN ~ ,4 2002
5-11-5
Weight:
1 ) wlnd: ASCE 7~98 per UECg~IANSI95; 90mph; ~;
2) Design tosd iS base~ on 2rj,0 p~s[ s~ed ~ ~~.
LOAD CASE{~S)
JtJ~ t 4
~LF20
Weight: 0 lb
P~EACT~C~N$ pb~ze)
1) Wind: ASCE 7-98
enciosed;MWFRS
4) Ti,Js truss has ~des~ ~ ~HSt/Tp! !;19~ ~ite~.
~OAD CASE(S)
2~02
RYS~LF20