HomeMy WebLinkAboutGN004 - 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
* 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
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 Design 4 FRAMING SECTION
KITCHEN
LIVING
ROOM
SCREENED
IN PORCH
4'-0"3'-1112"1'-234"10'-118"POURED CONCRETE WALL HEIGHT2X12 CEILING JOIST 16" O.C.
14 JST @ 16" O.C.
34" PLYWOOD
SUB FLOOR
2" (MIN.) CONC. SLAB
SLOPED TO DRAINAGE
AS PER CONTR.
6 MIL POLYETHYLENE
VAPOR BARRIER
12
PITCH 10
12
PITCH 61
2
1'-612" 458"17'-818" 312"10'-014"9'-113 4" 312"18'-234" 412" 1'-612"
10'-7" 7'-1316"12'-0316"6'-2916" 1134"6'-5116"14'-538"24"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.15'-158"12" INSUL.
BATTS R-38
2x8
RA
F
T
E
R
S
2
4
"
O
.
C
.
2x
8
R
A
F
T
E
R
S
2
4
"
O
.
C.
4" DIA. PERF
PIPE w/SOCK
GRAVEL FILL
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR10'-214"BOT. OF
LOOKOUT
5/8" DECKING
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
ASPHALT SHINGLES
2" RIGID
INSULATION
SEAT
CUT
SEAT
CUT
SEAT
CUT
SEAT
CUT TOP OF
RIDGE BEAM
2x4 BRACING
32" O.C.1134"22'-101316"NOTE: SLOPED BRICK SILL,
EXTERIOR WALL, FOUNDATION
FLASHING & WATERPROOFING AS
PER CONTR.
12" INSUL.
BATTS R-38
WINDOW HEAD DETAIL
VERIFY w/ OWNER & CONTR.
NOTE: SLOPED BRICK SILL,
EXTERIOR WALL, FOUNDATION
FLASHING & WATERPROOFING AS
PER CONTR.
11 7
8 I JST @ 16" O.C.
2X8 CEILING JOIST 16" O.C.
4"MASONRY
LEDGE
W10x17#
STL. BEAM
5 FRAMING SECTION
FLUSH 2-PLYx1178 LVL HDR. w/
METAL JST. HANGERS
BATHROOM BEDROOM #3 GALLERY
HALL
4'-0"POURED CONCRETE WALL HEIGHT10'-0"POURED CONCRETE WALL HEIGHTMASTER
CLOSET
GEAR AREA
9'-912"1'-234"10'-118"1'-058"9'-118"8'-118"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
PITCH 10
12
PITCH7
12" INSUL.
BATTS R-38
11 7
8 I JST @ 16" O.C.
2-PLYx91
4
LVL HDR.
12
PITCH 5
2x
8
R
A
F
T
E
R
S
2
4
"
O
.
C.
2x8 RAFT
E
R
S
2 4" O.
C
.
INSUL.
BAFFLE
STOP
1'-2"658" 17'-4316" 11'-414" 31516"10'-812"312"4'-5" 312" 1'-434"
31 2"
SEAT
CUT
SEAT
CUT
SEAT
CUT
SEAT
CUT
2x6 JOIST 16" O.C.1'-078"19'-4916"TOP OF
RIDGE BEAM 9'-312"1'-712"2x6
RAFT
E
R
S
24" O
.
C.834"10'-7"INSUL.
BATTS
2x4 BRACING
32" O.C.
2x8 JOIST 16" O.C.5"1"STEPSLOPENOTE: SLOPED BRICK SILL,
EXTERIOR WALL, FOUNDATION
FLASHING & WATERPROOFING AS
PER CONTR.1038"7'-91316"BOT. OF
RAFTER CUT
2X4 PLATE 6'-71116"10'-214"BOT. OF
LOOKOUTS
934"
2" (MIN.) CONC. SLAB
SLOPED TO DRAINAGE
AS PER CONTR.
4"MASONRY
LEDGE
3 CAR GARAGE
STORAGE
7 FRAMING SECTION
6 MIL POLYETHYLENE
VAPOR BARRIER
12
PITCH10
16 JST @ 16" O.C.
TOP OF MAIN
LEVEL SUB FL.
2" RIGID
INSULATION
4" CONC. SLAB
W/ 6x6 #10 WWF
1'-2" 4116"12'-7716" 12'-7716"4116" 1'-2"
SEAT
CUT
SEAT
CUT
10'-114"1'-512"11'-278"31
2" NAILER
INSUL.
BAFFLE
STOP
2x8
R
A
F
TER
S 24"
O.C.
2x6 JOIST 16" O.C.3'-0"30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
BRICK VENEER
1" MIN. AIR SPACE
TOP OF
RIDGE BEAM
1 34" X 11 78"
RIDGE BEAM
2X4 PLATE
2X4 PLATE
NOTE: SLOPED BRICK SILL,
EXTERIOR WALL, FOUNDATION
FLASHING & WATERPROOFING AS
PER CONTR.
4"MASONRY
LEDGE
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." 10Drawings & 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
06/29/22