HomeMy WebLinkAbout05 ElevationsDESIGNED BY:Designed For:Mickey & Janie MaurerDate: 03-11-19 Plan number #1804041300 West 106th StreetPARTIAL FRONT ELEVATION
SCALE:1
4"=1'-0"
TOP OF MAIN
LEVEL7'-10"BOT. OF
WIN. HDR.VERIFY @ SITE ASPER EXISTING WINDOWSEXISTING
STRUCTURE
NEW
STRUCTURE
REMOVE EXISTING
MATERIAL & REPLACE
w/ STONE TO MATCH
12
8PITCH
STONE TO
MATCH
TOP OF MAIN
LEVEL
PARTIAL LEFT SIDE ELEVATION
SCALE:1
4"=1'-0"
REMOVE EXISTING
STONE SILL 7'-10"BOT. OF
WIN. HDR.VERIFY @ SITE ASPER EXISTING WINDOWSEXISTING
STRUCTURE
NEW
STRUCTURE
EXISTING
STRUCTURE
NEW
STRUCTURE
TOP OF MAIN
LEVEL
PARTIAL REAR ELEVATION
SCALE:1
4"=1'-0"
12
8PITCH
EXISTING
STRUCTURE
1 FRAMING SECTION
12
8PITCH 4'-0" 112" 1'-434" 10'-118" PHANTOM LINES
INDICATES REMOVE
EXISTING CEILING
FRAMING
NEW CEILING JST. VERIFY @ SITE 1'-618"20'-31
2" 2'-01
4"
12" INSUL.
BATTS R-38
10'-258"BOT. OF
LOOKOUTS
EXISTING RAFTERS
VERIFY @ SITE
PHANTOM LINES
INDICATES REMOVE
EXISTING EAVE
& VENEER
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-19
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
AIR SPACE
4" STONE VENEER
EXISTING BASEMENT
FOUNDATION WALL
CRAWLSPACE
3
4" PLYWOOD
SUB FLOOR
EXISTING 16" OPEN
WEB FLOOR JST.
MASTER
BATHROOM
HIS MASTER
CLOSET
INSUL.
BATTS
2 " RIGID INSUL.
20"x10" THK. CONC. FTG
W/(3)#4 BARS CONT.
W8x13#
STL. BEAM
VERIFY @ SITE MAT'L FOR
BEARING ATOP EXISTING
MASONRY LEDGE TO
SUPPORT NEW STEEL BEAM
12
8PITCH
4"
SEAT
CUT
9'-118"1'-0"EXISTING CEILING HGT.VERIFY @ SITEADD TO
FRAME WALL
10'-118"2
X
8
RAFTERS 24
"
o.c.3'-1012" 1'-43 4" 10'-11 8" 1'-61 8"13'-9" 2'-01
4"2'-1"
16" I JST @ 16" O.C.
10" CONC. WALL
w/#4 REBARS
16" o.c. BOTH WAYS
30# ASPHALT SAT. FELT
OR EQUAL
1/2" O.S.B. SHEATHING
AIR SPACE
4" STONE VENEER
3
4" PLYWOOD
SUB FLOOR
2x6 STUDS
16" O.C. w/
1
2" DRYWALL
12" INSUL.
BATTS R-38
FULL THK FRICTION
FIT FIBERGL INSUL.
BATTS R-19
10'-258"BOT. OF
LOOKOUTS
4" (MIN.) GRAVEL FILL
3" MIN. SLOPED
WEAR SLAB
CRAWLSPACE
ASPHALT SHINGLES
30# ASPHALT SAT. FELT
5/8" DECKING
INSUL.
BATTS
2 FRAMING SECTION
20"x10" THK. CONC. FTG
W/(2)#4 BARS CONT.
4" DIA. PERF
PIPE w/SOCK
WATERPROOFING AS
SPECIFIED BY GENERAL
CONTRACTOR
9'-10316"TOP OF
RIDGE BEAM
13'-9"
W8x13#
STL. BEAM
12
8PITCH
2X8 RAFTERS 24" o.c.HER MASTER
CLOSET
HIS MASTER
CLOSET
2X4
BRACING
24"o.c.
2X10 CEILING JST. 16" o.c.
4"
SEAT
CUT
4"
SEAT
CUT
3 2146GLENVIEWDR.
EVANSVILLE,IN47720
Telephone812-428-0174
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10/17/19
William Hohlt