HomeMy WebLinkAboutS500.1R-10 RIGID
INSULATION
1 FRAMING SECTION 10'-118" 2'-034" 9'-118" THICKEN SLAB
LAUNDRYMASTER BEDROOM MASTER BATHROOM WALK-IN CLOSET
KITCHEN
LIVING AREA
BEDROOM #3GALLERYMEDIA ROOM
2 PLY"x16"
LVL HDR.9'-118"12
PITCH 14"8" 2'-034" 2 PLY"x24"
FLUSH LVL HDR.
W/ JST HANGER
TRUSSES 24" o.c.
T.C. L.L. 30 PSF
T.C. D.L. 10 PSF
B.C. D.L. 10 PSF
B.C. L.L. 0 PSF
TOTAL 50 PSF
NOTE: TRUSS
DESIGN BY MFG.
16" LVL JST @ 16" O.C.24" OPEN WEB JST @ 16" O.C.
3
4" PLYWD
SUB. FL.
3
4" PLYWD
SUB. FL.
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
NOTES:
- VERIFY ROOF MATERIAL, SLOPE, DRAINS &
DOWNSPOUTS w/ CONTRACTOR.
- GAF TPO 60 MILL. RUBBER ROOF
HARDI PANEL
w/ TRIM
R-38 BATTS
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-19
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
ZIP WALL W/
TAPPED JOINTS
7/16" O.S.B.
SHEATHING
AIR SPACE
BRICK VENEER
BLOWN INSUL.
R-38
3
4" PLYWD
DECKING
3
4" PLYWD
DECKING
12
PITCH 6
12
PITCH 6
1'-512"2'-3516"HEELHEIGHT1014"23'-10" 1014"1'-6"HEELHEIGHT1'-1118"TRUSSES 24" o.c.
T.C. L.L. 30 PSF
T.C. D.L. 10 PSF
B.C. D.L. 10 PSF
B.C. L.L. 0 PSF
TOTAL 50 PSF
NOTE: TRUSS
DESIGN BY MFG.
NOTE: EXTERIOR WALL, FLASHING &
WATERPROOFING AS
PER CONTR.1'-0"SUN ROOM
W16x31#
STEEL BEAM
9'-858"4'-8"1'-112" 512" 3'-978"6'-1012"METAL CAP
SPECIFIED BY
CONTRACTOR
NOTES:
- GAF TPO 60 MILL. RUBBER ROOF
- VERIFY ROOF MATERIAL W/ CONTRACTOR.
FIREPLACE NOT SHOWN
42" GAS DIRECT VENT
- THIN BRICK ON ALL 4 SIDES
- FIREBOX 18" OFF THE FLOOR
- NO HEARTH-RAISED
- MEDIA ABOVE
THICKEN SLAB
INSUL.
BATTS
INSUL.
BATTS
11'-2116"24" OPEN WEB JST @ 16" O.C.
NOTE: EXTERIOR WALL,
FLASHING &
WATERPROOFING AS
PER CONTR.
NOTE: EXTERIOR WALL,
FLASHING &
WATERPROOFING AS
PER CONTR.6'-1012" 2'-258"81316"9" 6"RUBBER FOUNDATION
FLASHING AS PER CONTR.
WALL FLASHING &
WATERPROOFING
AS PER CONTR.
BOT. OF
LOOKOUTS
Date: 02-09-2021Plan number #201112Designed For:Tim and Connie Glass- HAM 41 -H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720 - Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174 - www.hgmccullough.comMake yourself at homeMcKENZIECOLLECTION.COM4631 Lisborn Drive Carmel, IN 46033317.574.7617 P7/16" O.S.B.
SHEATHING
AIR SPACE
BRICK VENEER
34"
6 FRAMING SECTION
R-10 RIGID
INSULATION
PLYWOOD
HANGER
10'-118" 2'-034" 9'-118" 7'-6" 4'-012"
4'-1112"5'-61516" 5'-61516"SUN ROOM
BEDROOM #3 CLOSETCLOSET
MASTER BEDROOM GEAR AREAMASTER HALL DROP ZONE=10 RISERS@61116 " EA.2x10'S 16" O.C.
DRAFT
STOP
(4)
2x
12
CA
R
R
I
A
G
E
S
9 TREADS @ 10" EA.2'-034" 9'-118"2 PLY"x24"
FLUSH LVL HDR.
3
4" PLYWD
SUB. FL.
3
4" PLYWD
SUB. FL.
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
HARDI PANEL
w/ TRIM
R-38 BATTS
ZIP WALL W/
TAPPED JOINTS
NOTES:
- GAF TPO 60 MILL. RUBBER ROOF
- VERIFY ROOF MATERIAL W/ CONTRACTOR.
24" OPEN WEB JST @ 16" O.C.
24" OPEN WEB JST @ 16" O.C.
34"
5 FRAMING SECTION
PLYWOOD
HANGER 5'-61516"5'-61516"SUN ROOM
MASTER BEDROOM GEAR AREAMASTER HALL CLOSET
BEDROOM #3 GALLERY =10 RISERS@61116 " EA.2x10'S 16" O.C.(4) 2x
1
2
CARRI
A
G
E
S
11'-714"
7'-6"6'-6"
6'-614"10'-118" 2'-034" 9'-118" 2'-034" 9'-118"9 TREADS @ 10" EA.
2 PLY"x24"
FLUSH LVL HDR.
4'-034"
DRAFT
STOP
24" OPEN WEB JST @ 16" O.C.
3
4" PLYWD
SUB. FL.
3
4" PLYWD
SUB. FL.
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
HARDI PANEL
w/ TRIM
R-38 BATTS
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-19
2x6 STUDS
16" O.C. w/
12" DRYWALL
ZIP WALL W/
TAPPED JOINTS
7/16" O.S.B.
SHEATHING
AIR SPACE
BRICK VENEER
3
4" PLYWD
DECKING
NOTES:
- GAF TPO 60 MILL. RUBBER ROOF
- VERIFY ROOF MATERIAL W/ CONTRACTOR.
24" OPEN WEB JST @ 16" O.C.
1 1
16 TREADS
3
4 RISERS
SCALE: 1/4"=1'-0"ELEVATIONS
NOT FOR CONSTRUCTION
PRELIMINARY CONSTRUCTION
DRAWINGS ONLY
NOT TO BE USED FOR STRUCTURAL PURPOSES
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of this work, its technical aspects or creative content without the express written consent
of H. G. McCullough Designers, Inc. This work is fully protected by copyright under
U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." 8Drawings & blueprints are intended solely as a plan layout& basis for materialestimate. H.G. McCullough Designers Inc.assumes no responsibility for structuralor material adequacy of drawings nor for compliance with appropriate building codes.H.G. McCullough Designers Inc. is not liable for, nor does it guarantee or controlcontractor or subcontractor's performance, nor their errors or omission. Customersshould have qualified engineer or architect review construction detailsSHEET NUMBER
04/01/21