HomeMy WebLinkAboutA010.2 - ElevationsTOP OF MAIN
LEVEL SUB FL.
TOP OF MAIN
LEVEL SUB FL.
TOP OF SECOND
LEVEL SUB FLOOR 7'-4"BOT OF
WIN. HDR.
REAR ELEVATION
ASPHALT
SHINGLES
ASPHALT
SHINGLES
ASPHALT
SHINGLES
ASPHALT
SHINGLES
ASPHALT
SHINGLES
METAL ROOF
10'-112"8'-0"BOT OF
WIN. HDR.2x6 RAF
T
E
R
S 16"
O.
C.
2x6 CLG. JST @ 16" O.C.
1'-4"
METAL FLASHING
(VERIFY w/ CONTRACTOR)
SECTION TROUGH THE
COVERED WALKWAY
PAINTED
BRICK
PAINTED
BRICK
PAINTED
BRICK
PAINTED
BRICK
LIMESTONE
NICHE
12
12PITCH
12
12 PITCH
TOP OF GARAGE
FOUNDATION 10'-412"17'-10516"BOT OF
WIN. HDR.
BOT OF
WIN. HDR.
METAL FLASHING
(VERIFY w/ CONTRACTOR)7'-0"BOT OF
WIN. HDR.
TOP OF LOWER LEVEL
CONCRETE SLAB
METAL FLASHING
(VERIFY w/ CONTRACTOR)
FLASHING & WATERPROOF TOP
OF CHIMNEY STRUCTURE
BEFORE INSTALLING STONE CAP
(AS PER CONTRACTOR)
NOTE: EXTERIOR WALL, ROOF
FLASHING & WATERPROOFING AS
PER CONTR.
LIMESTONE
NICHE
Date: 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 DesignTOP OF MAIN
LEVEL SUB FL.
ASPHALT
SHINGLES
2x6 RAF
T
ERS 16" O.C.
2x6 CLG. JST @ 16" O.C.
SECTION THROUGH COVERED WALKWAY/CABANA ELEVATION
12
9 PITCH
12
7PITCH 8'-0"BOT OF
WIN. HDR.
13A
8
EAVE DETAILS
LIMESTONE
NICHE
TOP OF MAIN
LEVEL SUB FL.
TOP OF MAIN
LEVEL SUB FL.
LEFT SIDE ELEVATION
PHANTOM LINES INDICATES 7'-8" TALL PRIVACY WALL
LIMESTONE
ASPHALT
SHINGLES
ASPHALT
SHINGLES
ASPHALT
SHINGLESASPHALT
SHINGLES
BRICK
BRICK
BRICK
ASPHALT
SHINGLES
METAL ROOF
METAL FLASHING
(VERIFY w/ CONTRACTOR)12
7 PITCH
12
9PITCH
12
4 PITCH
12
12 PITCH 12
7PITCH
12
12PITCH
TOP OF GARAGE
FOUNDATION 9'-414"BOT OF
WIN. HDR.9'-6"BOT OF
WIN. HDR.8'-0"BOT OF
WIN. HDR.
METAL FLASHING
(VERIFY w/ CONTRACTOR)
FLASHING & WATERPROOF TOP
OF CHIMNEY STRUCTURE
BEFORE INSTALLING STONE CAP
(AS PER CONTRACTOR)
SLOPE
MASONRY SILL
3" 1'-6"
METAL EDGING
GUTTER
5
8" X 7 1
4" LP
FASCIA TRIM
1034"5
8" SOFFIT
TRIM
5
8" X 5" LP
TRIM BAND
5
8" LP
TRIM BAND512"1114"5"5
8" SOFFIT
TRIM
2-PLYx14
LVL HDR.2'-558"SEAT
CUT
2X4'S
2X4'S 16"o.c.
SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
12A EAVE DETAIL
SCALE: 1"=1'-0"
1'-4"
METAL EDGING
31 2" 1'-51 2"
GUTTER
5
8" X 7 1
4" LP
FASCIA TRIM
5
8" SOFFIT
TRIM
5
8" X 91
4" LP
FRIEZE TRIM
TRIMMED @ SITE
5
8" X 1 1
2" LP
TRIM BAND
1'-4"
2-PLYx14
LVL HDR.
2X4'S2X6'S 658"2'-218"SIMPSON SEISMIC
& HURRICANE
TIES OR EQUAL
SEAT
CUT
13A EAVE DETAIL
SCALE: 1"=1'-0"
8SCALE: 3/16"=1'-0"ELEVATIONS SHEET 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." 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 details06/29/22