HomeMy WebLinkAbout05040008-Truss InfoBRICK CONSTRUCTION
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WALL SECTION
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SIDING CONSTRUCTION
WALL SECTION
TYPICAL WALL SECTIONS
~ HOME~
317-581 ~B85~
~. ~:~L.A~ ~RETE BASEMENT WALL
TYPICA~ _,
V~BER C~I_=TE CONSTRUCTION, INC.
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TYPICAL 9' PLAIN CONCRETE BASEMENT WALL
WEBER CONCRETE CONSTRUCTION, INC.
A,o~il 16.
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: BRIDGEPORT
COMPANY INFORMATION:
RYLAND HOMES - INDIANAPOLIS DIVISION
Permit ~
Checked by/Date
NOTES:
BASEMENT PI~IN
WORST CASE CALCULATION
COMPLIANCE: PASSES
Required UA = 684
Your Home = 528
Area or Insul Sheath Glazing/Door
Perimeter R-Value R Value U-Value UA
CEILINGS 1501 30.0 0.0 53
WALLS: Wood Frame, 16" O.C. 2737 13.0 4~0 171
WALLS: Wood Frame, 16" O.C. 242 13.0 0.0 18
GLAZING: Windows or Doors 419 0.400 168
DOORS 38 0.350 13
FLOORS: Over Unconditioned Space 15 30.0 0
BSMT: 8.0' h~/7.0' bg/4.0' insul. 1280 10.0 105
HVAC EFFICIENCY: Furnace, 90.0 AFUE
HVAC EFFICIENCY: Air Conditioner, 12.0 SEER
COMPLIANCE STATEMENT: The proposed building design represented ii1 these
documents is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building
has been designed to mee5 the requirements of the 1993 CABO Model Energy Code.
Builder/Designer~ Date~O~
i H0mes
~ Sh~det~nd Ave. Ste. 250
IN 46250
(317} 845-0674
SUBDtV:
MODEL: Bridgeport EL:C
Standard (No Brick)
ORDER DATE
~SCHLD- PROD. DATE
[DELIVERY DATE
Special instructions:
ORDER # ~
SALES REP Jeff Behnke
ob Notes:
TRUSSES
T~DPE ~ ,O,ES
i ~ ~, ~°i o o(~ co-~o~ ~~oo. o~I
? and permanent braces are e~n§al
BCSI-I building component safty information,
ng designer requirements.
40. -
Use Simpson HUS26 hangers unless noted olherwise.
Install all hangers per manufacturer's guidelines.
(13) Required.
see draWing of multiple ply girders for fastening pattern to connect
plys so they will act as one. All plys must be fastened together before
H
supported tresses or flaming is attached to the girders.
6'
t 2X4 LEDGER SEE MONO DETAIL SHEET.
8' Apply 2x8 ledger to wa .w~! (.6) 16d nails in each
vertical stud. then hang Pi busses in Simpson
HUS26 hangers. There should be no sheathing
~_betwean wa and 2x8 edger,
P1
on main roof busses below. Add/remove overhangs as necessa~.
~" :~' [ ............ ] N T S I 06/,7:'5/04 [ Ry}a~iOXBridgprtXCXRYJ~pLN58[
F4v
1700 2549 3400 3711?
STATE OF
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i
1 200~
(t:!!~ 5 0-2 ; 10 1 12 ~ 15~3~6
01~4 5o2 51~o 51~o
2038 ~127
502 0114
3x10 Mr20 II
68 10 136 14 2038
6 810 6 10-3 6 8 10
WEBS D-L=-120/270. E-L=-l?92/4831. E.J=-1792J4837 F J=.125/270
JUL 01
H
[ 10 0-0 20 0-0
10 0 0 10 0 0
lefl ~nd rigl~ exposed: end verlical )e. and figh, e~. Lumbe, DOE - 1 60 Csle gnp DOL- 1 60 Th'S ~S m desi!lnF-U ~ C C I~ "~m~s ~'d ~°~, ~;*,~ L,
/JUL 01 200~
01.3 513
t 970 19-7-0
970 1000
940 .'1034'~
4-80 0114
",,;(~,~/ONAL
JUL O 1
0114
3108
5108
C 200
8 10-8
5 t08
BO]CHORD B D=O/O
NOTES