HomeMy WebLinkAboutGN002 - 241FA* 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
* 58" 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
Date: 06-15-2021Plan number #210113Designed For:Jim & Chris ThomasH. 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 By200South 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 Design6'-1014"3"1'-634"5'-418"3'-1158"2'-318"914"
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.TRANSOM8'-0"514"2'-6"1'-812"7'-658"CASED OPENING INTO
LIVING ROOM
TRANSOM
7'-0"1'-738"TIMBER
BEAMS
1 FRAMING SECTION9'-912"1'-234"10'-118"1'-058"9'-118"3 CAR GARAGE
2" RIGID
INSULATION
4 MIL POLYETHYLENE
VAPOR BARRIER
4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF5"9'-9"1'-434"8'-118"10'-118"34"10'-114"TOP OF GARAGE
FOUNDATION
3'-0"10'-0"POURED CONCRETE WALL HEIGHTELEVATOR GUEST
BATH PANTRYCLOSET
GEAR AREA
LINEN
CLOSET BATHROOM BEDROOM #4BEDROOM #3
12
PITCH10 2
x
8
R
A
F
T
E
R
S
2
4
"
O
.
C
.
2x8 JOIST 16" O.C.
14 JST @ 16" O.C.
34" PLYWOOD
SUB FLOOR
4 MIL POLYETHYLENE
VAPOR BARRIER
4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF
12" INSUL.
BATTS R-38
8"834"
834"2'-11516"8'-9316"12" 23'-8"3 12"9'-73 4"12'-3916" 7116"
SEAT
CUT
SEAT
CUT
3'-51316"1'-0516"HEELHEIGHTHEELHEIGHT112"112"STEPSLOPE7'-0"3'-0"10'-214"3'-31116"2x6 JOIST 16" O.C.
2x6 JOIST 16"
O
.
C
.9'-212"2'-558"1'-71 4" 6'-2 1116"
91516"
12
PITCH 2 12
PITCH6
838"10'-812"(4) 2 x 12 CARRI
A
G
E
S
PLYWD.
HANGER
19 RISERS@ 7"=(4) 2 x 12 CARRI
A
G
E
S
PLYWD.
HANGER
5'-33 4"34"16'-6"6'-3"
18 TREADS
@ 11" EACH=
5'-33 4"34" 16'-6"6'-918"
9'-618"
18 TREADS
@ 11" EACH=
PLYWD.
HANGER
11'-014"11'-134" 19 RISERS@ 7116"=NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
BRICK VENEER
R-19 INSUL. BATTS
OR EQUAL
1" MIN. AIR SPACE
TOP OF
RIDGE BEAM
INSUL.
BATTS
2x8 JOIST 16" O.C.
2-PLYx914LVL HDR.
3-PLYx91
4
LVL HDR.
2-PLYx914LVL HDR.
134" X 1178"
RIDGE BEAM
BRICK LAID
IN MORTAR
NOTE: SLOPED BRICK SILL,
EXTERIOR WALL, FOUNDATION
FLASHING & WATERPROOFING AS
PER CONTR.534"2-PLYx14
LVL HDR.
2-PLYx14
LVL HDR.
2-PLYx14
LVL HDR.
2-PLYx1178"
LVL HDR.
2-PLYx16
LVL HDR.
2-PLYx16
LVL HDR.13'-51516"14'-938"0"312"
WINDOW HEADER
WATERPROOFING & FLASHING
AS PER CONTR.
WINDOW SILL WATERPROOFING
& FLASHING AS PER CONTR.
EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.
12" INSUL.
BATTS R-38
12" INSUL.
BATTS R-38
2X6 PLATE
1A
8
EAVE
DETAIL
4"MASONRY
LEDGE
4"MASONRY
LEDGE
4" DIA. PERF
PIPE w/SOCK
24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
GRAVEL FILL
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
3 FRAMING SECTION
BATHROOMSTORAGE/HVAC
2x8 JOIST 16" O.C.2x8 JOIST 16" O.C.
14 JST @ 16" O.C.
3
4" PLYWOOD
SUB FLOOR
6 MIL POLYETHYLENE
VAPOR BARRIER
12
PITCH10
12
PITCH 10 12
PITCH 6
12" INSUL.
BATTS R-38
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.
DEN
SUN
ROOM ENTRY
FOYER
7'-0"3'-0"6'-0"4'-0"POURED CONCRETE WALL HEIGHT10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
1'-612" 8'-712" 10'-2"
512"
5'-314" 17'-214"512"6'-318" 312" 1'-714"9'-912"1'-234"10'-118"3'-1112"20'-278"2'-6716"7'-214"1'-3"HEELHEIGHT9'-314"2'-558"SEAT
CUT
SEAT
CUT
2'-0916"9'-012"2-PLYx91
4
LVL HDR.
2x6 R
A
F
T
E
R
S
2
4
"
O
.
C
.
2x6 R
A
F
T
E
R
S
2
4
"
O
.
C.10'-812"BOT. OF
LOOKOUT
2x8 JOIST 16" O.C.
2
x
8
R
A
F
T
E
R
S
2
4
"
O
.
C
.
R-19 INSUL. BATTS
OR EQUAL
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
INSUL.
BATTS
12" INSUL.
BATTS R-38
TOP OF
RIDGE BEAM
15'-0916"5/8" DECKING
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
ASPHALT SHINGLES
FRAMING SECTION
2-PLYx914LVL HDR.
TRANSOM DESIGN
VERIFY WITH
DESIGN BOOK
HEELHEIGHT12" INSUL.
BATTS R-38
838" 1'-634"9'-134"514"
1158"6'-014"
2" (MIN.) CONC. SLAB
SLOPED TO DRAINAGE
AS PER CONTR.
334"
WINDOW HEADER
WATERPROOFING & FLASHING
AS PER CONTR.
BRICK WINDOW SILL
WATERPROOFING & FLASHING
AS PER CONTR.1'-058"THIN SET BRICK VENEER
VERIFY w/ OWNER
FIREPLACE OFFSET w/
THIN SET BRICK VENEER
VERIFY w/ OWNER
4"MASONRY
LEDGE
11
16" X 4 1
4" CROWN M.
1A MAIN PORCH
EAVE DETAIL1'-634"GUTTER SIZE
AS PER CONTR.
METAL EDGE
3
4" x 7 1
4" FASCIA BD.
11
16" X 4 1
4" CROWN M.
3
4" SOFFIT BD. w/
VENTS AS PER CONTR.1'-0"634"3
4"x7 1
4" TRIM BD'S.
11
16" X 2 3
4" CROWN M.
2X4"S
2X6'S
838"1'-012"312"1'-714"
SEAT
CUT
1'-578"514" 115 8"
SCALE: 1/4"=1'-0" FRAMING SECTIONS "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." 8Drawings & 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
SCALE: 1"=1'-0"
06/29/22