HomeMy WebLinkAbout13030063.6314" it 114"
11116" X 111/4"
FINISHED TREAD -
(3)1 X 12 STAIR
STRINGERS (TYP.)
MAIN LEVEL TO UPPER LEVEL
STAIR DETAIL GNCL TO PLAY RM.)
18 RISERS 6 19116 ", TOTAL I I -3118 " FLR. TO FLR.
314;, 11 114"
1 1116" X 1l 114"
FINISHED TREAD -
(3) 2 X 12 STAIR
STRINGERS (TYP.)
1-^
M)
T
77
STAIR DETAIL SECOND FLOOR TO MASTER
3 RISERS 61518 ", TOTAL 22 118" FLR. TO FLR.
R vai uF
314 11 1/4"
ns
I Ill b" X 111/4"
FINISHED TREAD -
(3) 2 X 12 STAIR
STRINGERS (TYR)
i
T
MAIN LEVEL TO LOWER LEVEL
STAIR DETAIL GNCL TO MUD RM.)
18 RISERS 6 1318 , TOTAL I I -011 d FLR TO FLR.
314 "�, 10 314"
9 112"
11/164 X 11 1/4" "*'
F11ISHED TREAD -
(3) 2 X 12 STAIR
STRINGERS (TYP.)
T
STAIR DETAIL GUEST SUITE TO GARAGE
9 RISERS 611116", TOTAL 63 5116" FLR TO FLR.
NOT INCL 1 RISER FROM GARAGE TO LANDING
STAIR RISER DETAILS,
314 = 1'-0'
112 " DRYWALL
R =0.45
VAPOR BARRIER
R =0.63
BATT INSUL
R=15
314" SPRAY FOAM INSL
R =4.68
112" ZIP BOARD
R=0.63
1" AIR SPACE
R =1.0
STONE /BRICK VENEER
R =0.44
TOTAL
R =12.83
TYP. BASEMENT SLAB
2 X 6 FRAME WALL
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FLOOR DRAIN
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CONC. STEM WALL WI THICKENED
SLAB FTG. AND #4 REBAR AS REQ'D,
�A
0
ELEVATOR FIT 5ECTION.
SHINGLES AS PER SPEC.
30# FELT
112" DECKING
2 X 6 RAFTER TAIL 2 X 8 RAFTERS 6 lb" O.C.
I X b GUTTER BD. BATT INSUL 11" R-38
1-2 X 8 CLG. JSTS. 6 I6" O.C.
318" SOFFIT W1 VENTS 112" DRYWALL R-0.45
51/4" CROWN OVER 1 X 4 STUDS 6 16 "" O.C.
I X 10 FRIEZE BD. VAPOR BARRIER R -0.63
3 112" BATT INSUL R-15
314" SPRAY FOAM INSUL R-4.b8
"ZIP WALL" BOARD AND 3.15" SEAl'
BRICK VENEER
R -0.44 314" SUB-FLOOR "ADVANTECH"
I" AIR SPACE 14" T.J.I.'S
R -1.0
VENEER TIES
\—R-13 INSULATION
(TIE SPACING AS PER
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INTERNATIONAL RESIDENTIAL
112" DRYWALL R-0.45
CODE R103.1.4.1)
2 X 4 STUDS 6 ib" O.C.
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314" SPRAY FOAM INSUL R -4.68
WEEP HOLES 6
"AP WALL" BOARD AND 3.15" SEAT
32" D.G. (MAX)
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5112 X 4
314" SUB-FLOOR "ADVANTECH"
BRICK LEDGE
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R -13 INSULATION
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2 X 4 TREATED PLATE ON FOAM S1
9 112" POURED
112" X 10" ANCHOR BOLTS 6
CONC. WALL R -1.05
b`-0'" O.C., I "-0"` FROM CORNERS
2" X 48" EXTRUDED POLYSTYRENE F
"HYDRA-GUARD" WB
MEMBRANE W/ FI5R-DRI
#5 HORIZ. RpB R
PROTECT. BOARD
1 ROW FOR 3 -Q H. WALL
#4 VERT. RE BAR
"-0 "
5 ROWS FOR 9 -0 H. WALL
6 ROWS FOR 10' -0" H. WALL
6 2 O.G.
PEA GRAVEL 24"
"U" BARS W16 "-8" PROJECTION 6 8
ABOVE DRAIN TILE
4" GONG. SLAB W1 b X b, 10110
'' 'a�a
4 DIA. DRAIN TILES 4
°. W.W.F. AND VAPOR BARRIER
0
20 "` X 10" CONT.; °
FTG. WI
, •. a o� e
#4 REBAR CONT. T.
#4 RE
PEA GRAVEL
TYPICAL WALL SECTION.
34 11 =1 -0
1/11 PITCH. 9112 PITCH 14112 PITCH WI 9112 TAILS
(MATCH 9112)
OVERHANG DETAILS_
ROOF PLAN
11 d' = I -0 ALL HEIGHTS GIVEN FROM TOP OF MAIN FLOOR
NOTES:
w BUILDING/GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEETING
AND CONFORMING TO CURRENTLY ADOPTED IRC, STATE AND LOCAL BUILDING CODES.
• BUILDING /GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEETING
AND CONFORMING TO THE 2009 IECC AND 2012 INDIANA RESIDENTIAL ENERGY CODES
AND CHOOSING THE METHOD AND MANNER OF DOING 50.
LUMBER SIZE AND SPACING, AND ALL BEAM SIZES (IF LABELED) ARE FOR DESIGN INTENT ONLY.
ALL CONSTRUCTION MEMBER SIZING, SPACING AND CONNECTIONS SHALL BE DETERMINED BY A
QUALIFIED ENGINEER AND SHALL BE THE BUILDER'S RESPONSIBILITY.
9112 PITCH 0 PLAY DORMER 14112 PITCH 0 PLAY DORMER
k IATGH '51111
FRAMING NOTES
ALL ROOF RAFTERS TO BE 2 X 8 61b" O.C.
ALL VENTS, STACKS, ETC. TO BE ON BACKSIDE OF RIDGE
ALL RIDGE, HIP, AND VALLEY BOARDS TO BE 2" (MIN.) LARGER THAN RAFTERS UNLESS NOTED
PROVIDE KNEE WALLS, BRACING, ETC, AS REQ'D.
PROVIDE ROOF VENTILATION AS REQ'D.
ALL OVERHANGS TO BE 16" FROM FRAME UNLESS NOTED OTHERWISE
SEE OVERHANG DETAILS (SAME SHEET) TO ALIGN GUTTER BOARDS OF ADJOINING PITCHES
PROVIDE ICE AND WATER SHIELD AT ALL SLOPES 3112 OR LESS AND 24" MIN, UP ALL EAVES AND VALLEYS
-9 5116` K. UJ.
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STEPHEN B. GOLDBERG
SBG
des ign,
inc. -
317.582.1430
40 1st STREET N.W.
CARMEL, IN
46032
FAX 317.582.1487
sbgdesignl@sbcglobal.net
www.SBGDESIGNINC.net
AWARD WINNING ARCHITECTURE
DATE: 08 -08 -12
08 -20 -12
08 -30 -12
09 -19 -12
SAVE NAME:
SHAIKH -B
SHEET NUMBER