HomeMy WebLinkAboutElevation 10-176
PITCH12
PAINTED
BRICK
FRONT ELEVATION
PAINTED
BRICK
EXISTING MAIN ROOF TO
BE REMOVED
(VERIFY w/ CONTRACTOR)
EXISTING SIDING TO BE
REMOVE AND BRICK TO BE LAID
(VERIFY w/ CONTRACTOR)
EXISTING SIDING TO BE
REMOVE AND NEW BRICK
TO BE LAID
(VERIFY w/ CONTRACTOR)
ASPHALT
SHINGLES
8" BRICK
SOLDIER
BRICK
ROWLOCK
Date: 10-14-2022Plan number #220802Designed For:Perkins & RoseH. 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 DesignEXISTING WINDOW TO BE
REMOVED. FRAME IN AS
REQUIRED
(VERIFY w/ CONTRACTOR)
PAINTED
BRICK
EXISTING SIDING TO BE
REMOVE AND NEW BRICK
TO BE LAID
(VERIFY w/ CONTRACTOR)
EXISTING SIDING TO BE
REMOVE AND NEW BRICK
TO BE LAID
(VERIFY w/ CONTRACTOR)6'-8"WINDOW HEADER HEIGHT
TO MATCH EXISTING
(VERIFY AT SITE w/
CONTRACTOR)
ASPHALT
SHINGLES
LEFT SIDE ELEVATION
4" BRICK VENEER
AIR SPACE
30# ASPHALT SAT.
FELT OR EQUAL
1
2" O.S.B. SHEATHING
ASPHALT SHINGLES
7/16" DECKING w/ H CLIPS
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
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.
4 PITCH
12
KITCHEN
BASE CABINETS
UPPER CABINETS
KITCHEN CABINET LAYOUT AS
PER KITCHEN DESIGNER
OPENING
INTO
SERVICE
AREA
8'-118"12
PITCH 6
12'-3716" 1 FRAMING SECTION2'-0"2'-8" NOTE: EXTERIOR WALL,
FOUNDATION FLASHING &
WATERPROOFING
(AS PER CONTRACTOR)
GRAVEL FILL
TRUSS BEARING
ON WALL NOT
PORCH HEADER
1'-334" 7'-11"8'-11"16'-10" 1'-414"1'-61316"8'-5"5'-6516"4'-512"HEELHGT.HEELHGT.EXISTING
CRAWLSPACE112"112"NOTE: GABLE TRUSS THAT SITS
ON TOP OF CABINETS
(VERIFY w/ CONTRACTOR
AND GARY NANCE FOR DESIGN)
SOLID BLOCK
AS REQUIRED
8'-51316"STEPDOWNSLOPEFLAT
SOFFIT
20"x10" THK. CONC. FTG.
w/ (2) #4 BARS CONT.
(CONTRACTOR TO VERIFY
LOCAL BUILDING CODE)
MATCH OVERHANG w/
EXISTING OVERHANG
(VERIFY w/ CONTRACTOR)
TOP OF
RIDGE TRUSS
VERIFY @ SITEBOT. OF
LOOKUTS
VERIFY @ SITE1'-0"8'-118"61316"1'-61316"HEELHGT.VERIFY @ SITE LOAD BEARING
BEAM AS PER THE CONTRACTOR
NEW CONSTRUCTIONEXISTING6'-8"TOP OF MAIN FLOOR SUB FLOOR
TO FLUSH w/ EXISTING
(VERIFY AT SITE w/ CONTRACTOR)
ADD BRICK TO EXISTING
CHIMNEY STRUCTURE TO
COMPLY WITH CODE
(VERIFY w/ CONTRACTOR)
FLASHING & WATERPROOF
TOP OF CHIMNEY
STRUCTURE BEFORE
INSTALLING METAL CAP
(VERIFY w/ CONTRACTOR)
6
PITCH12
EXISTING WINDOW TO BE
REMOVED. FRAME IN AS
REQUIRED
(VERIFY w/ CONTRACTOR)
WINDOW HEADER HEIGHT
TO MATCH EXISTING
(VERIFY AT SITE w/
CONTRACTOR)
EXISTING MAIN ROOF TO
BE REMOVED
(VERIFY w/ CONTRACTOR)
PAINTED
BRICK
ASPHALT
SHINGLESASPHALT
SHINGLES
RIGHT SIDE ELEVATION2'-0"EXISTING MAIN ROOF TO
BE REMOVED
(VERIFY w/ CONTRACTOR)
ADD BRICK TO EXISTING
CHIMNEY STRUCTURE TO
COMPLY WITH CODE
(VERIFY w/ CONTRACTOR)
FLASHING & WATERPROOF
TOP OF CHIMNEY
STRUCTURE BEFORE
INSTALLING METAL CAP
(VERIFY w/ CONTRACTOR)
CHIMNEY INTERIOR &
EXTERIOR METAL FLASHING
AS PER CONTRACTOR
EXISTING WINDOW TO BE
REMOVED. FRAME IN AS
REQUIRED
(VERIFY w/ CONTRACTOR)
PAINTED
BRICK
EXISTING SIDING TO BE
REMOVE AND BRICK TO BE LAID
(VERIFY w/ CONTRACTOR)6'-8"WINDOW HEADER HEIGHT
TO MATCH EXISTING
(VERIFY AT SITE w/
CONTRACTOR)
TOP OF MAIN FLOOR SUB FLOOR
TO FLUSH w/ EXISTING
(VERIFY AT SITE w/ CONTRACTOR)
8" BRICK
SOLDIER
BRICK
ROWLOCK
DRINK
LEDGE EXISTING WINDOW TO BE
REMOVED. FRAME IN AS
REQUIRED
(VERIFY w/ CONTRACTOR)
NOTE:
EXISTING DECK STRUCTURE AND
CONCRETE TO BE REMOVED
(VERIFY w/ CONTRACTOR)
EXISTING SIDING TO BE
REMOVE AND BRICK TO BE LAID
(VERIFY w/ CONTRACTOR)
6
PITCH12
ASPHALT
SHINGLES
REAR ELEVATION
4" BRICK VENEER
AIR SPACE
30# ASPHALT SAT.
FELT OR EQUAL
1
2" O.S.B. SHEATHING
7'-5116"NEW EAVE HEIGHT TOMATCH EXISTING(VERIFY AT SITE)MASTER BEDROOMWALK-IN
CLOSET
20"x10" THK. CONC. FTG.
w/ (2) #4 BARS CONT.
(CONTRACTOR TO VERIFY
LOCAL BUILDING CODE)
4 MIL POLYETHYLENE
VAPOR BARRIER
12" INSUL.
BATTS R-38
2 FRAMING SECTION
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-13
2x4 STUDS
16" O.C. w/
12" DRYWALL
3
4" PLYWD
SUB. FL.8'-118"2'-838"2'-8"8"2x8 #2 YELLOW PINE FLOOR JOIST 16" o.c.
4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
WRAP WASH GRAVEL BACKFILL
w/ LANDSCAPE FELT MAT'L.
GRAVEL FILL
1'-414"10'-1014"
INSUL.
BAFFLE
STOP
12
PITCH 6
5'-1078"NEW
CRAWLSPACE
ASPHALT SHINGLES
30# ASPHALT SAT. FELT, EXCEPT IN HIGH RISK
AREAS USE ICE & WATER SHIELD MEMBRANE
2" RIGID
INSULATION
MATCH OVERHANG w/
EXISTING OVERHANG
(VERIFY w/ CONTRACTOR)
MATCH OVERHANG w/
EXISTING OVERHANG
(VERIFY w/ CONTRACTOR)
TOP OF
RIDGE BEAM
VERIFY @ SITEDIRECTION NEW 2x8
#2 YELLOW PINE
FLOOR JOIST 16" o.c.
7/16" DECKING w/ H CLIPS
2x6
RA
F
T
E
R
S
16" O.
C.
2x8 JOIST 16" O.C.
434"
SEAT CUT
(VERIFY AT SITE)VERIFY @ SITE3"1'-414"10'-1014"434"
SEAT CUT
(VERIFY AT SITE)
2x4 BRACING
32" O.C.
SCALE: 1/4"=1'-0"ELEVATIONS "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."4Drawings & 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
11/23/22