HomeMy WebLinkAboutA010.3 - SectionsDate: 12-03-2021Plan number #210817Designed For:Craig House llc.H. G. McCULLOUGH DESIGNERS, INCCONSTRUCTION DRAWINGS BY:- 2146 Glenview Drive, Evansville, IN 47720- Email: designers@hgmccullough.com- Telephone: 812 . 428 . 0174- www.hgmccullough.comGARY NANCE DESIGNArchitecturalConcepts By200 South Rangeline Rd. Suite 214 Carmel, IN 46032317.710.0939gnance@garynancedesign.com garynancedesign.comThese design concepts are the property of Gary Nance Designand may not be used without approval from Gary Nance Design* 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.
3-PLYx1178LVL HDR.
2-PLYx117
8
LVL HDR.
HER CLOSET MASTER BATH
2-PLYx117
8 FLUSH
LVL HDR. W/JST.
HANGERS
3'-1012"1'-234"12'-118"14" FL. JST @ 16" O.C.
3
4" OSB
SUB. FL.
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
R-19 INSUL. BATTS
OR EQUAL
DRAFT STOP
1 FRAMING SECTION
12
7 PITCH
1'-712"11'-41316"1'-6" 18'-5" 18'-5"312" 1'-6"312"
2x8 RAFT
E
R
S
1
6
"
O.
C.
2x8 CLG. JST @ 16" O.C.
12" INSUL.
BATTS R-38
4'-0"POUREDCONCRETE WALL HEIGHTASPHALT SHINGLES
30# ASPHALT SAT. FELT
7
16" DECKING
AIR SPACE
BRICK VENEER
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
WRAP WASH GRAVEL BACKFILL
w/LANDSCAPE FELT MAT'L.
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
4" DIA. PERF
PIPE w/SOCK
2x4 BRACING
32" O.C.
SEAT
CUT SEAT
CUT
3" (MIN.) CONC. SLAB
SLOPED TO DRAIN OR SUMP
PIT VERIFY w/ CONTR.
1 3 4" X 1178"
RIDGE BEAM
TOP OF
RIDGE BEAM
117
8" JST @ 16" O.C.218"6 MIL POLYETHYLENE
VAPOR BARRIER
SHOWER
1A
12
EAVE DETAILS
INTERIOR AND EXTERIOR
METAL FLASHING
(AS PER CONTRACTOR)
BOLT 31
2"x31
2"x 5
16" STL. ANGLE TO 2x6 RIBBON
BOARD THAT FOLLOWS THE SLOPE OF THE
ROOF w/ METAL FLASHING
(AS A PER CONTRACTOR)
BA BRICK ANGLE DETAIL
NOT TO SCALE
2-PLYx11 7
8 FLUSH
LVL HDR. W/ JST.
HANGERS
2-PLYx117
8
LVL HDR.
2-PLYx117
8
LVL HDR.
HIS CLOSET
MASTER BEDROOM
3'-1012"1'-234"12'-118"14" FL. JST @ 16" O.C.
3
4" OSB
SUB. FL.
DRAFT STOP
2 FRAMING SECTION
1'-6" 312"21'-7" 21'-7"312" 1'-6"1'-712"13'-21516"2x8 CLG. JST @ 16" O.C.
12" INSUL.
BATTS R-38
2x4 BRACING
32" O.C.
12
7PITCH
SEAT
CUT
SEAT
CUT
2x8
RA
F
T
E
R
S
16"
O.
C.
TOP OF
RIDGE BEAM
2x4 BRACING
32" O.C.
THINSET BRICK VENEER
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
3" (MIN.) CONC. SLAB
SLOPED TO DRAIN OR SUMP
PIT VERIFY w/ CONTR.
6 MIL POLYETHYLENE
VAPOR BARRIER12'-10"BOT. OF
LOOKOUTS
6 FRAMING SECTION
FITNESS
GEAR AREA
WINE CASE
STORAGE11'-538"2'-0"20'-258"15'-512"11'-838"2-PLYx117
8 FLUSH
LVL RIDGE. W/JST.
HANGERS
2x8 RAFTE
R
S
16 " O.C.
2x8 CLG. JST @ 16" O.C.
2x6 CLG. JST @ 16" O.C.
12
12 PITCH
12
6 PITCH
12
12PITCH
2
x
8
R
A
F
T
E
R
S
1
6
"
O.
C
.
13 4" X 24"
RIDGE BEAM
1'-158"4'-51116"8'-11516"1'-6" 3 12 "
3'-7716"
17'-11916"10'-11"312" 1'-6"
SEAT
CUT
SEAT
CUT
AIR SPACE
BRICK VENEER
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
STONE VENEER
DRAFT STOP
6 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
FULL THK FRICTION
FIT FIBERGL INSUL.
BIBS R-13
2x6 STUDS
16" O.C. w/
12" DRYWALL
12" INSUL.
BATTS R-38
INSUL. BAFFLE STOP
TOP OF
RIDGE BEAM
SLOPE
MASONRY SILL
6'-0"13'-1112"BOT. OF
LOOKOUTS
6A
9
EAVE DETAILS
2'-0"TOP OF MAIN
LEVEL SUB FL.1'-634"FULL THK FRICTION
FIT FIBERGL INSUL.
BIBS R-13
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
6 MIL POLYETHYLENE
VAPOR BARRIER
INSUL. BATTS
2" RIGID INSUL.
12"x18" GALVANIZED
ANCHOR BOLT 22'-7" 3 FRAMING SECTION
W18x40# FLUSH
STL.BEAM W/JST.
HANGERS 3-PLYx24 FLUSH
LVL HDR. W/JST.
HANGERS
W24x62# STL.BEAM
W/1
2"x101
4 STEEL PLATE WELDED
TO BOTTOM FLANGE WITH STIFFNERS
1'-234"3'-1012"1'-6" 312"15'-7" 15'-7"3 12" 1'-6"
SEAT
CUT
SEAT
CUT
2x8
RA
F
TE
R
S
16"
O.
C.
10'-712"51 2" 1'-4 12"12'-2"112"112"SLOPESTEP12
7PITCH
12
1PITCH
3-PLYx18
LVL HDR.
TOP OF
RIDGE BEAM
1'-9716"9'-81516"2x4 BRACING
32" O.C.112"2916"SLOPESTEPGRAVEL FILL
NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
GRAVEL FILL
NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
14" FL. JST @ 16" O.C.
3
4" OSB
SUB. FL.
2-PLYx117
8
LVL HDR.
2-PLYx117
8
LVL HDR.
2x8 CLG. JST @ 16" O.C.
2x6 CLG. JST @ 16" O.C.11'-638"1'-6"2x6 RAFTERS @ 16" O.C.8'-0"1'-9716"BRICK PAVERS LAID ON 4" CONC.
SLAB W/ 6x6 #10 WWF
STONE PAVERS
LAID ON 4" CONC. SLAB
W/ 6x6 #10 WWF
ASPHALT SHINGLES
30# ASPHALT SAT. FELT
7
16" DECKING
TOP OF SECOND
LEVEL SUB FLOOR
ICE SHIELD UNDER LAYMENT
OR EQUAL w/ RUBBER ROOF
MEMBRANE AS PER CONTR.
3" (MIN.) CONC. SLAB
SLOPED TO DRAIN OR SUMP
PIT VERIFY w/ CONTR.
3-PLYx18
LVL HDR. 1'-118"NOTE: EXTERIOR WALL, ROOF
FLASHING & WATERPROOFING AS
PER CONTR.12'-10"BOT. OF
LOOKOUTS23'-578"BOT. OF
LOOKOUTS
3'-5"914"STEEL LINTEL AS SIZED BY
MASONRY CONTRACTOR
STEEL LINTEL AS SIZED BY
MASONRY CONTRACTOR
21'-578"1'-118"1'-3"
3B
12
EAVE DETAILS
3A
12
EAVE DETAILS
FULL THK FRICTION
FIT FIBERGL INSUL.
BIBS R-13
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
6 MIL POLYETHYLENE
VAPOR BARRIER
3
4" OSB
SUB. FL.
14" FL. JST @ 16" O.C.
4 FRAMING SECTION10'-0"2-PLYx117
8
LVL HDR.
W16x40# STL.BEAM
KITCHEN CLUB ROOMDINING AREA
BATHROOM
SHOWER
HVAC/ STORAGE
BEDROOM #2
9'-118"1'-434"12'-118"1'-234"9'-912"VELUX
306
SKYLIGHTS
2x
8
RA
F
T
E
RS 16"
O.
C
.
12
73
8
PITCH 8'-118"10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
W14x26# STL.BEAM
W/1
2"x101
4 STEEL PLATE WELDED
TO BOTTOM FLANGE WITH STIFFNERS
12
7 PITCH
BA
8
3-PLYx117
8
LVL HDR.11'-91116"1'-81 2" 512" 5'-10 12"
SEAT
CUT 10'-078"2x4's
12
12 PITCH
1'-6" 312"
SEAT
CUT
4'-0"POUREDCONCRETE WALL HEIGHT1'-812"1'-6"4316"27'-10316"
2x4's
INSUL. BAFFLE STOP
17'-91116"TOP OF
RIDGE BEAM
2x4'S @ 16" O.C.
34" OSB
SUB. FL.
16" FL. JST @ 16" O.C.
91
4" FL. JST @ 16" O.C.10"2x4'S @ 16" O.C.2x8 RAFTERS 16" O.C.2x12 RAFT ERS 1 6" O.C.
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
WRAP WASH GRAVEL BACKFILL
w/LANDSCAPE FELT MAT'L.
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
4" DIA. PERF
PIPE w/SOCK10'-0"POURED CONCRETE WALL HEIGHT13 4" X 1178"
RIDGE BEAM
SLOPE
MASONRY SILL
NOTE: EXTERIOR WALL, ROOF
FLASHING & WATERPROOFING AS
PER CONTR.
LAY BRICK UP AND AROUND
FRAMING VERIFY @ SITE
1'-91116"5A
9
EAVE DETAILS
4A
12
EAVE DETAILS
4B
12
EAVE DETAILS
INSUL. BAFFLE STOP
CLOSE CELL SPRAY FOAM
INSULATION VERIFY w/ CONTR.
9SCALE: 1/4"=1'-0" FRAMING SECTIONS 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."
06/29/22