HomeMy WebLinkAboutA301_CROSS SECTIONS-Layout1TRUSS BEARING2'-8"7'-10"7'-2"A402
8
A402
9
A401
1
A402
10
BEAM SUPPLIER MUST COORDINATE
W/ TRUSS PROVIDER FOR SIZE AND CONNECTION
+ 0'-0"
LEVEL ONE
-0"-8"
TOP OF GRADE BEAM
TOP ROOF DECK
+ 12'-7"
LEVEL TWO
+ 11'-0-3/4"
LEVEL TWO BEARING
+ 22'-8-1/8"
+ 25'-9-3/8"
TOP OF TRUSS
+ 25'-4-1/8"
+ 0'-0"
LEVEL ONE
+ 12'-7"
FASCIA TRIM
+ 29'-6"
FASCIA CAP
-0"-8"
TOP OF GRADE BEAM
+ 12'-7"
LEVEL TWO
+ 11'-0-3/4"
LEVEL TWO BEARING
TRUSS BEARING
+ 22'-8-1/8"BEAM BEARING
11'-0 3/4"1'-6 1/4"10'-1 1/8"HAND RAIL
(1) SIDE ONLY
9 1/2"8"PER INDIANA
AMENDMENTS 10'-6 1/4"FLUSH LVL
JOIST HANGERS
VERIFY FINISHED DECK
LEVEL
AZEK COMPOSITE
RESURFACING PAVER GRID
SYSTEM - COLOR TBD CENTER DRAIN
TPO OVER TAPERED
INSULATION
14" JOISTS
(1) LAYER 5/8" GYP (1) LAYER 5/8" GYP
WOOD CAPPED SOLID 1/2 WALL
(2) LAYERS 5/8" GYP
ACT @ 9'-10"
+ 22'-8-1/8"3'-2"ROOF TRUSSES @ 24" CC
16" FLOOR JOISTS @ 12' CC
+ 8'-0"
CEILING
CONC PAD BEYOND
TOP AT -1'-0" BELOW
-1'-0"
TOP OF PAD
2'-8"A402
6
A402
7A401
3
- 0'-3"
GARAGE APRON
-1"-0"
GRADE BEAM @ GARAGE
+ 12'-7"
LEVEL TWO
+ 11'-0-3/4"
LEVEL TWO BEARING
+ 0'-0"
LEVEL ONE
TRUSS BEARING
TOP ROOF DECK
+ 22'-8-1/8"
+ 25'-9-3/8"
TOP OF TRUSS
+ 25'-4-1/8"
+ 13'-2"
TRIM CAP
+ 9'-0"
BULKHEAD
+ 0'-0"
LEVEL ONE
+ 14'-7"
WINDOW SILL
+ 21'-7"
CAST STONE KEY
+ 12'-7"
FASCIA TRIM
+ 29'-6"
FASCIA CAP
VERIFY FINISHED DECK
LEVEL
AZEK COMPOSITE
RESURFACING PAVER GRID
SYSTEM - COLOR TBD CENTER DRAIN
TPO OVER TAPERED
INSULATION 11'-0 3/4"11'-0 3/4"1'-6 1/4"10'-1 1/8"THICKENED SLAB
BOTH SIDES OF
DROPPED SLAB
FLUSH LVL
JOIST HANGERS
14" JOISTS
SECURE BAND BEAM
TO STRUCTURE AND LVL
10'-4 1/4"9'-10 3/4"VERIFY ROOF DRAIN
LOCATION
(2) LAYERS 5/8" GYP (2) LAYERS 5/8" GYP
ACT @ 9'-10"
(1) LAYER 5/8" GYP (1) LAYER 5/8" GYP
BEAM SUPPLIER MUST COORDINATE
W/ TRUSS PROVIDER FOR SIZE AND CONNECTION
BEAM BEARING
+ 22'-8-1/8"ROOF TRUSSES @ 24" CC
16" FLOOR JOISTS @ 12' CC
CONC PAD BEYOND
TOP AT -1'-0" BELOW
A401
4A401
5
TRUSS BEARING
+ 12'-7"
LEVEL TWO
+ 11'-0-3/4"
LEVEL TWO BEARING
+ 22'-8-1/8"
+ 0'-0"
LEVEL ONE
-0"-8"
TOP OF GRADE BEAM11'-0 3/4"1'-6 1/4"10'-1 1/8"TRUSS PROVIDER
TO ACCOUNT FOR
SNOW DRIFT
TRUSS PROVIDER
TO ACCOUNT FOR
SNOW DRIFT
EXISTING LOT 9EXISTING LOT 7
(1) LAYER 5/8" GYP
(2) LAYERS 5/8" GYP
ACT @ 9'-10"
GLASS WALL BULKHEAD
(2) LAYERS 5/8" GYP
NEW (1) HR WALL
SEE WALL SECTION
EXIST (1) HR WALL
SEE WALL SECTION
16" FLOOR JOISTS @ 12' CC
EXISTING FOOTING
EXISTING FOOTING
EXIST (1) HR WALL
SEE WALL SECTION
NEW (1) HR WALL
SEE WALL SECTION
A301
CROSS SECTIONS
PLAN
ALL IDEAS, DESIGNS AND PLANS INDICATED OR
REPRESENTED BY THESE DRAWINGS ARE OWNED
BY, AND THE PROPERTY OF STUART R SHADE, RA.
CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE
FOR ALL DIMENSIONS ON THE JOB SITE. ALL RIGHTS
RESERVED, EXCEPT FOR USES EXPRESSLY
PERMITTED IN WRITING.
SHEET NUMBER:
CERTIFICATION:PROJECT :PROPOSED PROFESSIONAL BUILDINGBUILDING 812750 MEETING HOUSE RDREV 1: CARMEL, INDIANA 46032LOT 8 PERMIT SET 12_20_21SRS ARCHITECTS
200 S RANGELINE RD , #226
INC
CARMEL, INDIANA 46032
PHONE: 317-989-6248
E-MAIL : sshade@mitschdesign.com
TANNIARATUSAERIGTSRTR.HSSTATE OFEED
DE
R EAIDITCHCAR0003418416 APRIL ' 21VILAGE CENTER SHOPPESSCALE:
CROSS SECTION
1/4"=1'-0"
A-A
SCALE:
CROSS SECTION
1/4"=1'-0"
B-B
SCALE:
CROSS SECTION
1/4"=1'-0"
C-C
01/11/22