HomeMy WebLinkAboutA010.4 - NVL 320 Framing Sections 3-4 & 6Date: 07-14-2021Plan number #201125Designed For:Futrell - StrupNVL 320H. 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 P3 FRAMING SECTION 9'-118"1'-434" 9'-118" 8'-912" 1'-234" FORMAL DINING
3 CAR GARAGE
ENTRY FOYER LAUNDRY ROOM
BEDROOM #5LANDING
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
BLOWN INSUL.
R-50
1'-814" 8'-118" 3'-012" 12'-312"TOP OF MAIN
LEVEL SUB FL.
4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF
ASPHALT SHINGLES
7
16 " DECKING
15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
BLOWN INSUL.
R-50
12
PITCH12
12
PITCH 12
POURED CONCRETE WALL HEIGHT9'-0"3
4" T&G OSB
SUB. FL.
34" T&G OSB
SUB. FL.
16 JST @ 16" O.C.
14 JST @ 16" O.C.
8" CONC. WALL w/ VERT.
#6 REBARS 36" o.c. & (4)
#4 HORZ. REBARS CONT.
(LAP 24" AS NECESSARY)
#3 DOWELS x 18 LONG
@ 36" o.c.
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.8'-118" 2-PLYx117
8 LVL
HEADER
1'-012" 12'-312" 12'-312" 3'-012" 12'-312"HEELHEIGHTHEELHEIGHT812"3116"1'-1111 16"1'-111116"3116"812"
SEAT
CUT
SEAT
CUT
3" 2'-634"2x6's 16" O.C.12
PITCH 122x6 RAF
T
E
R
S 16"
O.
C.
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.
1'-0"
6"
7'-1178"9'-838"2x6 RAF
T
E
R
S 16"
O.
C .FULL THK FRICTION FIT
FIBERGL INSUL.
BATTS R-15
2x4 STUDS
16" O.C. w/
1
2" DRYWALL
20"x10" CONCRETE
FOOTING @ 2500 PSI
7/16" O.S.B. SHEATHING
ZIP WALL W/
TAPPED JOINTS
TOP OF
RIDGE BEAM
TOP OF
TRUSS
INSULATION
BAFFLE STOP
7'-558"BOT. OF
LOOKOUT
9'-358"BOT. OF
LOOKOUT
2" MINIMUM SLOPED
CONCRETE SLAB
6 MIL POLYETHYLENE
VAPOR BARRIER
4 FRAMING SECTION 9'-118"1'-434" 9'-118" 8'-912" 1'-234" 3'-112"INFORMAL DININGPLAY ROOM LIVING ROOM
MASTER ALCOVEBEDROOM #3
BEDROOM #4
WALK-IN CLOSETTRUSSES 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.
3
4" T&G OSB
SUB. FL.
3
4" T&G OSB
SUB. FL.
16 JST @ 16" O.C.
14 JST @ 16" O.C.
BLOWN INSUL.
R-50
12
PITCH12
12
PITCH12
12
PITCH 12
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
8" CONC. WALL w/ VERT.
#6 REBARS 36" o.c. & (4)
#4 HORZ. REBARS CONT.
(LAP 24" AS NECESSARY)
#3 DOWELS x 18 LONG
@ 36" o.c.
20"x10" CONCRETE
FOOTING @ 2500 PSI
4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
1'-012" 8'-1158" 4'-23 8" 7'-3 12" 1'-012"1'-934" 7'-312"1'-2" 3'-81316" 4'-238"HEELHEIGHTHEELHEIGHT1'-012"8'-4116" 1'-934" 8'-3516"HEELHEIGHTASPHALT SHINGLES
7
16 " DECKING
15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
12
PITCH5
7/16" O.S.B. SHEATHING
ZIP WALL W/
TAPPED JOINTS
AIR SPACE
BRICK VENEER
TOP OF
TRUSS
TOP OF
TRUSS
1'-012" 8'-712"1'-012" 31 2" 8'-912" 8'-0 12"312"
SEAT
CUT
SEAT
CUT 1'-814" 9'-412"TOP OF
TRUSS
2x6 RAF
TE
R
S 16" O.C.
MECHANICALS
3-PLYx16 FLUSH
LVL
9'-638"BOT. OF
LOOKOUT 2x6 RAFTE
R
S 16" O.C.
6 FRAMING SECTION
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.2-PLYx16 LVL
HEADER
2-PLYx14 LVL
HEADER
1'-11516" 8'-11916" 8'-10916" 1'-21516"10'-518" 8'-10916"6'-51116"12
PITCH12
12
PITCH9
TOP OF MAIN
LEVEL SUB FL.1'-414"2'-0"4" (MIN.)
GRAVEL FILL
SCREEN PORCH1'-0"
ASPHALT SHINGLES
7
16 " DECKING
15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
TOP OF
TRUSS
4" CONC. SLAB
W/ 6x6 #10 WWF
10" CONC.
BLOCK
1'-4"112"STEP101516"HEELHEIGHTSCALE: 1/4"=1'-0"ELEVATIONS "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
08/03/21