HomeMy WebLinkAboutS500.22 FRAMING SECTION
BLOWN INSUL.
R-19
2 CAR GARAGE
ELEVATOR
24" OPEN WEB JST @ 16" O.C.
1'-512" 23'-1012"
1'-112"1'-434" 4'-8"10'-118" 2'-3516"HEELHEIGHTTOP OF MAIN
LEVEL SUB FLOOR
2 PLY"x16"
LVL HDR.534" 3 PLY"x914"
LVL HDR.
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSIHEELHEIGHTSTEPR-10 RIGID
INSULATION 10'-118"R-38 BATTS
8"ELEVATOR
8'-634" 3'-718"PLYWOOD
HANGER
=14 RISERS@7516" EA.13 TREADS
@ 11" EA.= 10'-118" 2'-034" 9'-118" 2'-034" 9'-118"12
PITCH 14 "1'-6"1'-1118"1014" 23'-10" 1014"
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.
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
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-19
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
6 MIL POLYETHYLENE
VAPOR BARRIER4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF
3
4" PLYWD
DECKING
12
PITCH6
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.
12 BATH STORAGE
2x10'S 16" O.C.OFFICE/BEDROOM #2
BATHROOM
PANTRY
DROP ZONE CLOSET
DINING AREA
ENTRY FOYER
4'-1114"
2 PLY"x24"
FLUSH LVL HDR.
W/ JST HANGER 2x10'S 16" O.C.11'-378" 10" 2'-9" DRAFT
STOP
NOTES:
- GAF TPO 60 MILL. RUBBER ROOF
- VERIFY ROOF MATERIAL W/ CONTRACTOR.
THICKEN SLAB11'-2116"RECESSED 8"
VERIFY w/ ELEVATOR
MANUFACTURER/
CONTRACTOR FOR SPECS.
24" OPEN WEB JST @ 16" O.C. BOT. OF
LOOKOUTS
METAL CAP
SPECIFIED BY
CONTRACTOR
NOTE: EXTERIOR WALL,
FLASHING &
WATERPROOFING AS
PER CONTR.
NOTE: EXTERIOR WALL,
FLASHING &
WATERPROOFING AS
PER CONTR.
METAL CAP
SPECIFIED BY
CONTRACTOR
812"
312" 5"512"9" NOTE: WINDOW HEAD & SILL,
FLASHING & WATERPROOFING
AS PER CONTR.
12'-3"
3" TREADS
1'-014"
4'-5"
2x10'S 16" O.C.
34"
MC 12x10.6
STRINGER
W/1
8"
CLOSURE
PLATE
WELDED
AND
GROUND
SMOOTH
2"x2"x 1
4"
STOCK
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 PMEDIA/LOFT
7/16" O.S.B.
SHEATHING
AIR SPACE
BRICK VENEER
DRAFT
STOP
DRAFT
STOP
13 RISERS@61516 " EA.=5 TREADS
@ 11" EA.=
3 FRAMING SECTION
R-10 RIGID
INSULATION
4" CONC. SLAB
PLYWOOD
HANGER
KITCHEN CLOSET
2 PLY"x16"
FLUSH LVL HDR.
w/ JST HANGERS
16" LVL JST @ 16" O.C.
3
4" PLYWD
SUB. FL.
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
W18x71# FLUSH
STEEL BEAM W/
JST. HANGERS
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
R-38 BATTS
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-19
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
3
4" PLYWD
DECKING4'-8"1'-112" 512" 3'-978"MECHANICALS
/STORAGE 12'-038"METAL
CAP
FIREPLACE NOT SHOWN
42" GAS DIRECT VENT
- THIN BRICK ON ALL 4 SIDES
- FIREBOX 18" OFF THE FLOOR
- NO HEARTH-RAISED
- MEDIA ABOVE
STORAGE DOORS
OVERHANG
INSUL.
BATTS
INSUL.
BATTS
24" OPEN WEB JST @ 16" O.C.
AIR SPACE
BRICK VENEER
34"3'-534"=6 RISERS@7516" EA.5'-214"4'-714"138"2 PLY"x24"
FLUSH LVL HDR.
W/ JST HANGER
8'-818"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.
TOP OF
TRUSS
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-15
2x4 STUDS
16" O.C. w/
1
2" DRYWALL
4 FRAMING SECTION
6 MIL POLYETHYLENE
VAPOR BARRIER4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF
ZIP WALL W/
TAPPED JOINTS
7/16" O.S.B.
SHEATHING
AIR SPACE
BRICK VENEER
ASPHALT SHINGLES
7
16 " DECKING
15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
12
PITCH 6
2 CAR GARAGE
16'-712" 1'-512"10'-118" 2'-3516" 8'-334"BLOWN INSUL.
R-19
11'-2116"HEELHEIGHTFULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-11
HARDI PANEL
w/ TRIM
16'-712" 1'-512"
TOP OF THIRD
LEVEL SUB FLOOR
12"X22" DEEP CONCRETE
FOOTING @ 2500 PSI
BOT. OF
LOOKOUTS 912"21316"
SCALE: 1/4"=1'-0"ELEVATIONS
NOT FOR CONSTRUCTION
PRELIMINARY CONSTRUCTION
DRAWINGS ONLY
NOT TO BE USED FOR STRUCTURAL PURPOSES
"C 2002 H. G. McCullough Designers, Inc. All rights reserved There shall be NO reproduction
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."9Drawings & 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