HomeMy WebLinkAbout09 SectionsDate: 08-16-2021 Plan number #201104 Designed For:Martin and Leslie Wessler NEW GENERATIONS HOMES, LLC.17406 Tiller Court Suite 800, Westfield, IN 46074 office@nghomesllc.com nghomesllc.com 317.896.5501
* 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
* 5 8" 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
WINDOW HEAD
WATERPROOFING
& FLASHING
AS PER CONTR.
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
16 JST @ 16" O.C.
STUDY
ENTRY FOYER
DINING ROOM
MASTER WALK-IN CLOSET 4 CAR GARAGE
2x6 JOIST 16" O.C.
16 JST @ 16" O.C.
34" PLYWOOD
SUB FLOOR
9'-912" 1'-434" 10'-118" 1'-434" 9'-118" 4 FRAMING SECTION 5 FRAMING SECTION6'-31116" 2
x
8
R
A
F
T
E
R
S
1
6
" O.
C
.
2
x
8
R
A
F
T
ER
S
1
6
"
O
.
C
.6'-31116" 12'-1012"MEDIA/GAME ROOM
BEDROOM #4
2x8 JOIST 16" O.C. 2x8 JOIST 16" O.C.2x8 RAF TERS 16" O.C.
31
2" NAILER
INSUL.
BAFFLE
STOP
1'-6" 312" 7'-8" 22'-1" 12'-1"3 12" 1'-6"
SEAT
CUT
SEAT
CUT
3'-11516"4316"12'-2516"12'-3116" 3716"
SEAT
CUT
SEAT
CUT
2'-7716" 6"
2-PLYx117
8LVL HDR. SERVICE AREA
12" INSUL.
BATTS R-381'-6" 4"SEAT
CUT
1'-8"8'-512"16" I JST @ 16" O.C.
34" PLYWOOD
SUB FLOOR
3
4" PLYWOOD
SUB FLOOR
4 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
TOP OF
RIDGE BEAM
TOP OF
RIDGE BEAM
TOP OF
RIDGE BEAM
1'-812" 12'-111316"12
PITCH12
12
PITCH12
12
PITCH12
10'-0"POURED CONCRETE WALL HEIGHT9'-118"9'-118"1'-612" 10'-118"2x6 STUDS
16" O.C. w/
1
2" DRYWALL
FULL THICK
CELLULOSE R-19
BLOWN IN INSUL.
13 4" X 11 78"
RIDGE BEAM
4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
GRAVEL FILL
WRAP WASH GRAVEL BACKFILL
w/ LANDSCAPE FELT MAT'L.
WINDOW SILL,
WATERPROOFING &
FLASHING AS PER CONTR.
4 MIL POLYETHYLENE
VAPOR BARRIER
4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF2x10'S10'-3"BOT. OF
LOOKOUT
8'-014"BOT. OF
LOOKOUT
2-PLYx16" FLUSH
LVL HDR. W/ JST.
HANGERS2'-3516"4"
SEAT
CUT
INSUL.
BATTS 2x8 RAFTE
R
S 16" O.C.8'-0"10'-0"POURED CONCRETE WALL HEIGHT12" EDGE
INSUL.
BAFFLE
STOP
ASPHALT SHINGLES
5/8" DECKING
24"x12" THK. CONC. FTG
W/(3)#4 BARS CONT.
AIR SPACE
BRICK VENEER
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING4'-91116"BOT. OF
LOOKOUT
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
2'-0"7'-8"VERIFY WINDOWR.O. @ SITE 512"2X6'S NAILED ALONG
2X8 RAFTERS412"3" 13'-0916"10'-118" 1'-434" 9'-118"2x8
R
A
F
T
E
R
S
1
6
"
O
.
C
.
2x8 JOIST 16" O.C.
2x6 JOIST 16" O.C.
W16x57#
STL. BEAM
7 FRAMING SECTION
12
PITCH12
INSUL.
BATTS
2
x
8
R
A
F
T
E
R
S
1
6
"
O
.
C
.
ATTIC STORAGE/
FUTURE EXPANSION
POOL BATH POWDER ROOM
REAR PORCH
WINE
1'-6"4 316" 17'-57 8" 15'-234" 312" 6'-61116" 6'-7716" 4916" 1'-6"2'-312" 18'-338"3'-11516" 16'-014"SEAT
CUT
SEAT
CUT
SEAT
CUTTOP OF
RIDGE BEAM
12" INSUL.
BATTS R-38
9'-934" 1'-138"16" I JST @ 16" O.C.
16" I JST @ 16" O.C.
34" PLYWOOD
SUB FLOOR
3
4" PLYWOOD
SUB FLOOR
4 MIL POLYETHYLENE
VAPOR BARRIER
4" CONC. SLAB
W/ 6x6 #10 WWF
4" (MIN.)
GRAVEL FILL
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.10'-0"POURED CONCRETE WALL HEIGHT2x6 STUDS
16" O.C. w/
1
2" DRYWALL
FULL THICK
CELLULOSE R-19
BLOWN IN INSUL.
ASPHALT SHINGLES
5/8" DECKING
13 4" X 11 78"
RIDGE BEAM
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.10'-10"BOT. OF
LOOKOUT
2-PLYx117
8
LVL HDR.538"158" STEPSLOPEMECHANICAL
STORAGE ROOM MARTIN'S ROOMHALLWAY
INSUL.
BATTS
12
PITCH 5 3
16
INSUL.
BAFFLE
STOP
SERVICE AREA
4'-0" 6'-0"1'-0"10'-21516"BOT. OF
LOOKOUT
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
2x10'S
2x10'S
2x10'S
2x10'S(5) 1 34 x14 L
V
L
C
A
R
RI
A
G
E
S
HIDDEN LINES
INDICATES 6"X3"X 14" STL.
CARRIAGE TUBE
HIDDEN LINE INDICATES
3 1
2"x3 1
2"x14" STL. COL.
10 FRAMING SECTION
3
4" RISERS
1 1
16" TREADS
4'-212" 6'-8"3 4"4'-134"
4'-212" 6'-8"
3 4 "4'-134"
PLYWD.
HANGER
PLYWD.
HANGER
= 8 TREADS
@ 10" EACH
= 8 TREADS
@ 10" EACH
2'-101516" 5'-31316" 2'-11716"5'-012"
4'-612"(4) 2x
1
2
C
A
R
RI
A
G
E
S
HIDDEN LINE INDICATES
3 1
2"x3 1
2"x14" STL. COL.
HIDDEN LINE INDICATES
3 1
2"x3 1
2"x14" STL. COL.
GALLERY
LANDING
2x10'S
2x10'S
FLUSH 2-PLYx16 LVL HDR. w/
METAL JST. HANGERS
FLUSH 2-PLYx16 LVL HDR. w/
METAL JST. HANGERS
PLYWD.
HANGER
PLYWD.
HANGER
= 5 RISERS@ 7116 "3 4" 3'-4" 4'-2"8'-21316" 11'-4516 " 3'-1116"8'-21316" 2'-11716" 8'-41316" 3'-1116"2'-11716"4'-212"3'-4"3 4"
= 4 TREADS
@ 10" EACH 3'-1116"= 5 RISERS@ 7116 "6"X3"X 14" STL.
CARRIAGE TUBE
SOLID
BLOCKING
SOLID
BLOCKING
10A FRAMING SECTION = 9 RISERS@ 7116 "HIDDEN LINES
INDICATES 6"X3"X 14" STL.
CARRIAGE TUBE
11'-21316" 5'-5 516"= 9 RISERS @ 7116 "= 4 TREADS
@ 10" EACH
7'-714"
7'-714"
9SCALE: 1/4"=1'-0"FRAMING SECTIONS SHEET NUMBERH.G. McCULLOUGH DESIGNERS, Inc. 2146 GLENVIEW DR. EVANSVILLE, IN 47720 Telephone 812-428-0174Email designers@hgmccullough.com www.hgmccullough.com
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U.S. copyright law and is strictly enforced by H. G. McCullough Designer, Inc." DESIGNED BY: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 details09/17/21