HomeMy WebLinkAboutS1-4 - NVL 325 - 08 Sections 1-4H. 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 PDate: 11-23-2021Plan number #210224Designed For:Will and Emily Turner1'-434" 9'-118"1'-434" 9'-912" 10'-0"FOUNDATION WALL HEIGHT10'-118" BEDROOM #4
34" T&G OSB
SUB. FL.
16 JST @ 16" O.C.
12
PITCH 8
1 FRAMING SECTION
INSUL.
BATTS
2 PLY"x16"
FLUSH LVL HDR.
w/JST HANGERS
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.
W14x34#
STEEL BEAM
ENTRY FOYER DINING ROOM COVERED OUTDOOR
LIVING AREA
REAR GALLERY
HALL
SNACK/BEVERAGE BAR
VERANDA
FITNESS SITTING AREA 10'-118" 2-PLYx1178 LVL
HEADER
12
PITCH 10
GRAVEL FILL
RUBBER
FLASHING
16 JST @ 16" O.C.
3
4" T&G OSB
SUB. FL.
GRAVEL FILL
RUBBER
FLASHING
2-PLYx16 LVL
HEADER 112" 2716" STEPSLOPE4" CONC. SLAB
W/ 6x6 #10 WWF
EXPOSED AGGR.
10" 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.
1'-412"
1'-412"2'-378" 20'-10116"7'-4"25'-018"2'-1078" 20'-81316"2'-5116"7
16 " DECKING
15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
COMPOSITE
SHAKES
BLOWN INSUL.
R-50
9'-378"HEELHEIGHTHEEL HEIGHTTOP OF
TRUSS
WOOD TIMBER
4" CROSS-0VER DRAIN THROUGH
FOOTING @ (1) LOCATION ON EACH
SIDE OF FOUNDATION TYP.
1'-4"
5'-712"22'-0"
11'-0"
3
4" T&G OSB
SUB. FL.
16 JST @ 16" O.C.
12
PITCH8
12
PITCH10
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 FRAMING SECTION
W10x15#
STEEL BEAM
LIVING ROOMBATHROOM GUEST
BEDROOM CLOSET
AIR SPACE
STONE VENEER
7/16" O.S.B. SHEATHING
ZIP WALL W/
TAPPED JOINTS
1'-434" 9'-912" 10'-118"11'-912"4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
WRAP WASH GRAVEL BACKFILL
w/ LANDSCAPE FELT MAT'L.
TOP OF LOWER LEVEL
CONCRETE SLAB
1'-412"
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-15
2x4 STUDS
16" O.C. w/
12" DRYWALL
2'-0"4" MIN.
GRAVEL FILL
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
3500 PSI 2'-378" 9'-41516"11'-312" 11'-312" 1'-5"HEELHEIGHTTOP OF
TRUSS
10'-0"FOUNDATION WALL HEIGHTBATHROOM
CLOSET
GOLF SIMULATOR
GUEST BEDROOM
BLOWN INSUL.
R-50
12'-0"FOUNDATION WALL HEIGHTSLOPED
STONE SILL
3
4" T&G OSB
SUB. FL.
4" CROSS-0VER DRAIN THROUGH
FOOTING @ (1) LOCATION ON EACH
SIDE OF FOUNDATION TYP.
EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.10'-8716"AREA FOR
SUMP PIT
12
PITCH 12
3 FRAMING SECTION 4 FRAMING SECTION
TOP OF MAIN
LEVEL SUB FL.
BEDROOM #4
2 CAR BAY GARAGE
BEDROOM #2
16 JST @ 16" O.C.
12
PITCH12
2" MINIMUM SLOPED
CONCRETE SLAB4" CONC. SLAB
W/ 6x6 #10 WWF
EXPOSED AGGR.
GRAVEL FILL
1'-5"3 12" 12'-8" 12'-8" 312" 1'-5"
SEAT
CUT
SEAT
CUT
2
x
8
RA
F
T
E
R
S
1
6
"
O.
C.
2X4
NAILER
INSULATION
BAFFLE STOP 2x6 JOIST 16" O.C. 2x6 JOIST 16" O.C.2x8 RAF TERS 16" O.C.TOP OF MAIN
LEVEL SUB FL.10'-118" 1'-434" 1'-9516" 13'-512"2 PLY"x16"
FLUSH LVL JST.
2 PLY"x16"
FLUSH LVL JST.
AIR SPACE
STONE VENEER
7/16" O.S.B. SHEATHING
ZIP WALL W/
TAPPED JOINTS
BRICK VENEER
2" RIGID
INSULATION1'-614" 10'-118" 1'-434" 1'-2916" 13'-112"1'-5" 312" 12'-4" 12'-4" 312" 4'-214"
SEAT
CUT
SEAT
CUTTOP OF
RIDGE BEAM
TOP OF
RIDGE BEAM
TOP OF GARAGE
FOUNDATION
1
2" EDGE
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
3500 PSI
2-PLYx1178 LVL
HEADER9'-118"7
16 " DECKING
15# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
COMPOSITE
SHAKES
INSULATION
BAFFLE STOP
2X4
NAILER
BLOWN INSUL.
R-50
DRAFT
STOP
134" X 1178"
RIDGE BEAM
11'-10716"12'-91516" TOP OF GARAGE
FOUNDATION10'-01116"2 PLY"x16"
FLUSH LVL JST.
2 PLY"x16"
FLUSH LVL JST.
* Seal all joints between dissimilar materials.
* Metal flashing installed to all applicable areas
* All building materials (including but not limited to metal flashing, vapor barriers, air/water resistant barriers, thru-wall
flashing, etc.) shall be lapped to shed water to the outside of the building envelope
* Ridge vents as per contractor/manufacturer specifications
* 30# Asphalt sat. felt
*7
16" Decking
* All edge of roofs at eaves, rakes, valleys, hips and breaks, covered in ice and water shield material or equal. As per
manufacturer specifications.
* Gutter and downspout locations and install specifications.
* Simpson seismic ties or equal to provide a positive connection between truss/rafters and the wall of the structure to
resist wind and seismic forces.
* Exterior metal drip cap, wall waterproofing and flashing install in all applicable areas with manufacturer specifications.
* Window/door waterproofing and flashing install in all applicable areas with manufacturer specifications.
* Flashing installed to wall/roof connections.
* Flashing installed at connections to two different masonry types. (ie. stone water-table with stone sill and brick above).
* Door flashing below the threshold.
* Flashing and water proofing top of chimney structure before installing chimney cap.
* Chimney exterior and interior metal flashing
* Baffle stop insulation installed properly, with correct R-factor.
* Low slope roofing material installed as per manufacturer specifications.
* Metal roofs to have ice and water shield material or equal, installed as per manufacturer specifications.
* Steel angle above windows, doors, and overhead doors to carry masonry as sized and installed as per contractor.
* Contractor shall determine appropriate ventilation of exterior eave and rake requirements as per roof assembly and finish materials.
GENERAL NOTES, AS PER CONTRACTOR
8SCALE: 1/4"=1'-0"ELEVATIONS Drawings & 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"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."
01/04/22