HomeMy WebLinkAboutGN003 - 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 DesignMASTER
CLOSETMASTER
BATH
MASTER
BEDROOM
DEN
10" CONC. WALL w/ VERT.
#5 REBARS 14" o.c. &
#5 HORZ. REBARS 12"o.c.
2 FRAMING SECTION 5"12
PITCH6 9'-912"1'-234"10'-118"1'-058"8'-118"2x8 JOIST 16" O.C.
14 JST @ 16" O.C.
3
4" PLYWOOD
SUB FLOOR
4 MIL POLYETHYLENE
VAPOR BARRIER
4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF
12
PITCH10
12" INSUL.
BATTS R-38
11 7
8 JST @ 16" O.C.1'-434"BATHROOM
FITNESS STORAGE/HVAC
WALK-IN
CLOSET
BATH BEDROOM #3 BEDROOM #2WALK-IN
CLOSETSTORAGE
2x8 JOIST 16" O.C.
83 4"2'-01116"10'-734"312"11'-1078"18'-1134" 312"12'-8"
1'-714" 3 12"7'-11316"4'-3116"16'-612"2'-7316"4'-958"HEELHEIGHTHEELHEIGHTSEAT
CUTSEAT
CUT
SEAT
CUT
2x8
RA FTE
R
S 24" O.C .31
2" NAILER
INSUL.
BAFFLE
STOP
TOP OF
RIDGE BEAM
3
4" PLYWOOD
SUB FLOOR
9'-212"2'-558"2x6 JOI ST 24" O.C.
2x6 J OI ST 24" O.C.112"112"STEPSLOPE2-PLYx914LVL HDR.
5/8" DECKING
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
ASPHALT SHINGLES
7'-0"3'-0"NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING AS
PER CONTR.
3 CAR GARAGE
218"WALK IN
SHOWER
(NO THRESHOLD)
11 7
8 JST @ 16" O.C.
12" INSUL.
BATTS R-38
838" 3'-234"1'-0"
3 CAR GARAGE
LAUNDRY
WALK IN
CLOSET
BEDROOM #4
6 FRAMING SECTION
2x8 JOIST 16" O.C.
14 JST @ 16" O.C.
3
4" PLYWOOD
SUB FLOOR
2" CONC. SLAB
6 MIL POLYETHYLENE
VAPOR BARRIER
6 MIL POLYETHYLENE
VAPOR BARRIER
4" (MIN.)
GRAVEL FILL
4" CONC. SLAB
W/ 6x6 #10 WWF
12
PITCH 10
12
PITCH 4
12" INSUL.
BATTS R-38
11 7
8 JST @ 16" O.C.16 JST @ 16" O.C.3'-1112"1'-234"10'-118"5"9'-9"1'-434"8'-118"4'-0"POURED CONCRETE WALL HEIGHT3-PLYx16
LVL HDR.5'-0"POURED CONCRETE WALL HEIGHT2'-0"2'-0"R-19 INSUL. BATTS
OR EQUAL
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
BRICK VENEER
1" MIN. AIR SPACE
3'-11316"
514" 2'-8916"
1'-234" 312"15'-10 1 8" 3'-378" 19'-1716" 4116" 1'-2"
SEAT
CUT
SEAT
CUT
1'-138"16'-778"8'-6"JST. HANGER
12
PITCH10
2x
8
R
A
F
T
E
R
S
24
"
O
.
C
.
2x8 RA FTERS
2
4
"
O.C.
TOP OF
RIDGE BEAM
678"518"512"7'-878"BOT. OF
RAFTER CUT
7'-1118"2X4 PLATE
NOTE: SLOPED BRICK SILL,
EXTERIOR WALL, FOUNDATION
FLASHING & WATERPROOFING AS
PER CONTR.
EXTERIOR WALL, ROOF
WATERPROOFING &
FLASHING AS PER CONTR.
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." 9Drawings & 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