HomeMy WebLinkAboutA403_ DETAILS-Layout12'-1 7/8"
4'-0 3/8"
5 1/2" 2'-0 3/4" 1'-2 1/8" 4"
8 1/2" 7 1/2"
BKT 6 x 24 x 6
1 x CLOSURE TRIM
4-1/2" FASCIA
MTL CAP FLASH
SLOPE TO BACK
2 x BLOCKING
2 x TIE
2 x TIE
MLD 536-12
1 x 6 TRIM
1/4 ROUND
1 x 6 TRIM
1/4 ROUND
COMP BOARD OVER
7/16" OSB
CLOSURE TRIM
2'-0 1/4"
3'-7"
2'-0 1/4" 1'-2 3/4" 4"
10"
MLD 436-16
4-1/2" FASCIA
MTL CAP FLASH
SLOPE TO BACK
2 x BLOCKING
2 x TIE
2 x TIE
MLD 556-12
1 x 10 TRIM
COMP BOARD OVER
7/16" OSB
5 1/8"
MLD 454-12
1'-0 1/8"
3'-6"
2'-7 3/4"
MTL FLASH - COUNTER
FLASH INTO BRICK
4 3/4"
7/16" OSB
4-1/2" FASCIA
1 x 6 TRIM
1/4 ROUND
COMP BOARD OVER
7/16" OSB
1/4 ROUND
1 x 6 TRIM
ARCH TRIM BEYOND
CLOSURE TRIM
8"
FLASH AND WEEP @
ALL LINTELS
MLD 454-12
1'-0 1/8"
2 1/2" 2'-7 3/4"
3 1/2"
MTL FLASH - COUNTER
FLASH INTO BRICK
4 3/4"
7/16" OSB
4-1/2" FASCIA
6 1/4"
1 x 6 TRIM
1/4 ROUND
COMP BOARD OVER
7/16" OSB
1/4 ROUND
1 x 6 TRIM
1 x 4 TRIM
CLOSURE TRIM
3'-6 1/8"
9'-7 1/2"
3'-0" 6'-1" 6 1/2"
5 1/2"
7"
8 1/2"
10"
RECESSED PANEL
1 1/2" 8" 1'-9 1/4" 4 1/2" 3/4"
8" 3 1/2" 1'-2 1/4" 3 1/2"
11 1/2"
8 1/2"
6 x 6 S4S CEDAR POST
COMP TRIM
COMP TRIM
1'-4"
9'-0"
1'-0" 3 1/2"
5'-6 3/4" 3 1/2"
6 3/8" 3" 6 3/8" 3 1/2"
1 1/2"
1 1/2"
4"
RECESSED PANEL
1'-5 1/2"
1'-7"
R8"
R8"
RECESSED PANEL
RECESSED PANEL
CAST STONE BASE
1'-4"
1'-6 3/4"
COMP TRIM
COMP TRIM
1 1/2" 1 1/2"
9"
9"
1'-0"
1'-0"
3"
3" 3"
(2) #4 BARS CONT
8" CONC SLAB OVER
FOOTING W/ DBL MESH
CONTROL JOINT
@ BEARING WALL
DETAIL
SCALE :3/4" = 1'-0"
A
2'-4" 8"
4" CONC SLAB W/ 6x6x2.9x2.9 10" 10"
MESH OVER 6 MIL VAPOR
BARRIER AND GRAN FILL
#4 BENT BARS @ 36" CC
1'-8"
3"
(2) #5 BARS CONTINUOUS
ON CHAIRS
(2) #5 BARS CONTINUOUS
PREP FOR MASONRY LEDGE
2" RIGID INSULATION
1'-4" 2" 6"
4'-0"
(4) # 4 BARS EACH WAY
4" CONC SLAB W/ 6x6x2.9x2.9
MESH OVER 6 MIL VAPOR
BARRIER AND GRAN FILL
#4 BENT BARS @ 36" CC
2" NON SHRINK GROUT
3/4" ANCHOR BOLTS
STEEL COLUMN W/ PLATE
SIZE VARIES - SEE
FOUNDATION PLAN
DETAIL
SCALE :3/4" = 1'-0"
B
DETAIL
SCALE :3/4" = 1'-0"
C
4" CONC SLAB W/ 6x6x2.9x2.9
MESH OVER 6 MIL VAPOR
BARRIER AND GRAN FILL
+13'-4"
LEVEL TWO
+0'-0"
LEVEL ONE
+13'-4"
TOP OF CONC
+13'-4"
LEVEL TWO
STEEL SUPPLIER TO PROVIDE
OPENINGS IN BOTH BEAMS FOR
DUCT RUNS - VERIFY WITH OWNER
STEEL SIZES AND CONNECTION SHALL
BE PROVIDED BY SUPPLIER
2" 13'-6 1/4"
24'-8"
LAM BEAM BEARING POINT
BEAM SUPPLIER MUST COORDINATE
W/ TRUSS SUPPLIER
LAM BEAM BY PROVIDER
2"
BEARING PLATE BEARING PLATE BEARING PLATE
PROVIDE BOLT HOLES CONNECTION AS REQ'D
FOR WOOD PLATE
BEAM SADDLE AS REQ'D
+23'-5-1/8"
LEVEL ONE
23'-5 1/8"
CONTRACTOR TO REVIEW ALL STEEL CONDITIONS
PRIOR TO FABRICATION
5 x 5 x 3/8 TUBE COLUMN
5 x 5 x 3/8 TUBE COLUMN
5 x 5 x 3/8 TUBE COLUMN
ALL BEARING HEIGHTS TO BE VERIFIED
PROVIDE SHOP DRAWINGS FOR
VERIFICATION BY OWNER BY PRIOR TO
FABRICATION
CONNECTION AS REQ'D CONNECTION AS REQ'D
SEE FOUNDATION DETAILS
10'-10"
SADDLE MUST BE LOCATED ABOVE
THE BOTTOM CHORD OF THE ROOF
TRUSSES
WALL BEARING WALL BEARING
BEARING @ 24'-2"
A403
MISC
DETAILS
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 BUILDING
VILLAGE 10, LLC
LOT 62
12755 HORSEFERRY STREET
REV 1:
CARMEL, INDIANA 46032
CARMEL PERMIT SET 3_11_21
SRS ARCHITECTS
200 S RANGELINE RD , #226
INC
CARMEL, INDIANA 46032
PHONE: 317-989-6248
E-MAIL : sshade@mitschdesign.com
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AR00034184
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04/13/21