HomeMy WebLinkAboutA01813
14
15
16
18
17
SCALE:
SECTION - COLUMN @ DECK & BEAM
3/4" = 1'-0"
6x6 P.T. POST
- FLUSH w/ TOP OF DECK JOISTS
(2) 2x12 P.T. BEAM
- NOTCHED INTO 6x6 P.T. POSTS
- w/ (2) 12"Ø CARRIAGE BOLTS
w/ WASHERS PER 6x6 POST
- ℄ OF CARRIAGE BOLTS @ MIN.
2 14" FROM EDGE OF 2x6 POST
LINE OF 6x6 P.T. POST BEYOND
2x P.T. BAND BOARD
- INSTALL DECKING AROUND
COLUMN AND ON BAND BOARD
'SIMPSON' POST CAP
- # BC6
6x6 P.T. POST
- OFF T/ LOWER 6x6 POST
- w/ 1x TRIM WRAP
1x8 COLUMN BASE TRIM WRAP
- w/ 34" BEVEL
2x P.T. JOISTS
@ 16" o.c.
- REFER TO
JOIST LAYOUT
DECKING
- BY OTHERS
DURING
CONSTRUCTION
T/ LOWER 6x6 POST
7"
512"
1x6 TRIM
3/8" HARDBOARD
VENTED SOFFIT
1x8 GUTTER BD
1x10 FRIEZE BOARD
- RIP TO FIT
1x12 TRIM
- TRIM AROUND DOOR
- w/ BARGE MLD
(2) 1 3/4" X 11 1/4" MICRO-LAM LVL
- w/ 2x4 TOP & BTM. PLATES
1x8 TRIM
- RIP TO 7"w.
2x LADDER @ 24" o.c.
- ALIGN BLOCKS w/ TRUSSES
- MATCH BEAM HEIGHT
3/8" SHIMS
PRE-ENG. TRUSSES
@ 24" o.c.
SCALE:
SECTION - COLUMN @ DECK ROOF
3/4" = 1'-0"
12"
O.H.
7"
- RIP TO FIT
6x6 P.T. POST
- w/ 1x TRIM WRAP
'SIMPSON' H2.5A TIE
NOTE:
NOTCH BEAM INTO TOP OF 6x6 P.T. POSTS
- w/ (2) 12"Ø CARRIAGE BOLTS w/ WASHERS
SCALE:
SECTION - FOOTING @ DECK COLUMN
3/4" = 1'-0"
1'-6"32"MINIMUM DEPTH BELOW GRADE18"Ø C.I.P. CONCRETE FT'G
- MINIMUM 32" DEPTH
BELOW GRADE
APPROXIMATE LINE OF GRADE 12 1±
6x6 P.T. POST
- FLUSH w/ TOP OF DECK JOISTS 5 12"
NOTE:
22"Ø C.I.P. CONCRETE FT'G
@ CENTER OF 17'-6"w. DECK
- MINIMUM 32" DEPTH
BELOW GRADE
DETAIL - BLK'G IN JOIST @ DECK POST
'A' 'B'
(2) ROWS 8d NAILS (2) ROWS 8d NAILS
SCALE:3/4"= 1'-0"
SCALE:
SECTION - DECK @ DOOR THRESHOLD
3/4" = 1'-0"212"T/ SUBFLOOR
DECKING
- BY OTHERS DURING
CONSTRUCTION
- EXTEND TO TUCK BENEATH DOOR
THRESHOLD
DECKING
- VERTICAL BENEATH THRESHOLD TO
T/ DECKING
T/ LEDGER BD
212" T/ LEDGER BD
SCALE:
SECTION - LEDGER BOARD @ DECK
3/4" = 1'-0"
FOUNDATION WALL
2x P.T. LEDGER BOARD
- REFER TO JOIST LAYOUT
- SET T/ LEDGER 212" BELOW T/ SUBFLR
- BOLT TO RIM JOIST w/ 12"Ø
CARRIAGE BOLTS w/ WASHERS
@ 16" o.c., STAGGERED
T/ SUBFLOOR
2" 312" 2" METAL JOIST HANGER
DECKING
- BY OTHERS DURING
CONSTRUCTION
CONTINUOUS FLASHING
- EXTEND PAST JOIST HANGER
2x P.T. JOISTS @ 16" o.c.
- REFER TO JOIST LAYOUT
'SIMPSON' STANDOFF POST BASE
- # ABA66Z
- ANCHOR TO FOOTING
w/ 12"Ø EXPANSION BOLTS,
EMBED MINIMUM 4"
SCALE:
FOOTING PLAN - 10'-6"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0"01
18"Ø C.I.P. CONCRETE FT'G
- MINIMUM 30" DEPTH BELOW GRADE
6x6 P.T. POST
- FLUSH w/ TOP OF DECK JOISTS
- ATTACH TO FOOTING w/
STANDOFF POST BASE
- REFER TO DTL. 13/D5.0
11'-734"FROM FOUNDATION WALL TO ℄ FOOTING9'-912"
FROM ℄ FOOTING TO ℄ FOOTING
NOTE:
REFER TO THE FOUNDATION/FOOTING PLAN
ON SHEET A2.0 FOR FOOTING DIMENSIONS
FROM SIDE OF FOUNDATION WALL
FOUNDATION WALL
REFER TO FDN. PLAN
SHEET A2.0
REFER TO FDN. PLAN
SHEET A2.0
LINE OF DECK ABOVE
SCALE:
JOIST LAYOUT - 10'-6"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0"02
SCALE:
DECK PLAN - 10'-6"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0"03
2x8 x 12'-0" P.T. JOISTS @ 16" o.c.
NOTE:
ALL POSTS, JOISTS, BEAMS AND
LEDGERS ARE PRESSURE TREATED
12'-0"DIMENSIONS ARE FOUNDATION TO FRAME
112" 11'-6"CLEAR SPAN3"112" 10'-6"
DIMENSIONS ARE FRAME TO FRAME
9'-4"
CLEAR SPAN OF DBL. 2x12 BEAM
512"112"512"112"
2x8 P.T. LEDGER BOARD
- SET T/ LEDGER 3" BELOW T/ SUBFLR
- BOLT TO RIM JOIST w/ 12"Ø CARRIAGE
BOLTS w/ WASHERS @ 16" o.c.,
STAGGERED
- REFER TO DTL. 15/D5.0
DOUBLE 2x12 P.T. BEAM
- NOTCHED INTO 6x6 P.T. POSTS
- w/ (2) 12"Ø CARRIAGE BOLTS
w/ WASHERS PER 6x6 POST
- REFER TO DTL. 14/D5.0
METAL JOIST HANGER
SIM.
NOTE:
DECKING, RAILS, LANDINGS, AND
STAIRS TO GRADE TO BE INSTALLED
BY OTHERS DURING CONSTRUCTION
12'-0"DIMENSIONS ARE FRAME TO FRAME
10'-6"
DIMENSIONS ARE FRAME TO FRAME
6x6 P.T. POST
- w/ 1x TRIM WRAP & 1x8
COLUMN BASE TRIM WRAP
DOUBLE 2x12 BEAM
- BEARING ON 6x6 P.T. POST
AND (2) 2x4 JACK STUDS
@ HOUSE FRAMING
SCALE:
CEILING PLAN - 10'-6"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0"04
SCALE:
FOOTING PLAN - 12'-0"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0" 05
18"Ø C.I.P. CONCRETE FT'G
- MINIMUM 30" DEPTH BELOW GRADE
6x6 P.T. POST
- FLUSH w/ TOP OF DECK JOISTS
- ATTACH TO FOOTING w/
STANDOFF POST BASE
- REFER TO DTL. 13/D5.0
11'-734"FROM FOUNDATION WALL TO ℄ FOOTING11'-312"
FROM ℄ FOOTING TO ℄ FOOTING
NOTE:
REFER TO THE FOUNDATION/FOOTING PLAN
ON SHEET A2.0 FOR FOOTING DIMENSIONS
FROM SIDE OF FOUNDATION WALL
FOUNDATION WALL
REFER TO FDN. PLAN
SHEET A2.0
REFER TO FDN. PLAN
SHEET A2.0
LINE OF DECK ABOVE
SCALE:
JOIST LAYOUT - 12'-0"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0" 06
SCALE:
DECK PLAN - 12'-0"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0" 07
2x8 x 12'-0" P.T. JOISTS @ 16" o.c.
NOTE:
ALL POSTS, JOISTS, BEAMS AND
LEDGERS ARE PRESSURE TREATED
112" 11'-6"CLEAR SPAN3"112" 12'-0"
DIMENSIONS ARE FRAME TO FRAME
10'-10"
CLEAR SPAN OF DBL. 2x12 BEAM
512"112" 512"1 12"
2x8 P.T. LEDGER BOARD
- SET T/ LEDGER 3" BELOW T/ SUBFLR
- BOLT TO RIM JOIST w/ 12"Ø CARRIAGE
BOLTS w/ WASHERS @ 16" o.c.,
STAGGERED
- REFER TO DTL. 15/D5.0
DOUBLE 2x12 P.T. BEAM
- NOTCHED INTO 6x6 P.T. POSTS
- w/ (2) 12"Ø CARRIAGE BOLTS
w/ WASHERS PER 6x6 POST
- REFER TO DTL. 14/D5.0
METAL JOIST HANGER
SIM.
NOTE:
DECKING, RAILS, LANDINGS, AND
STAIRS TO GRADE TO BE INSTALLED
BY OTHERS DURING CONSTRUCTION
12'-0"DIMENSIONS ARE FRAME TO FRAME
12'-0"
DIMENSIONS ARE FRAME TO FRAME
6x6 P.T. POST
- w/ 1x TRIM WRAP & 1x8
COLUMN BASE TRIM WRAP
DOUBLE 2x12 BEAM
- BEARING ON 6x6 P.T. POST
AND (2) 2x4 JACK STUDS
@ HOUSE FRAMING
SCALE:
CEILING PLAN - 12'-0"w. x 12'-0"d. COVERED DECK
1/4" = 1'-0" 08
SCALE: 1/4" = 1'-0" 05
18"Ø C.I.P. CONCRETE
FOOTING
- MINIMUM 32" DEPTH
BELOW GRADE
6x6 P.T. POST
- FLUSH w/ TOP OF DECK
JOISTS
- ATTACH TO FOOTING w/
STANDOFF POST BASE
- REFER TO DTL. 13/D5.0
13'-734"FROM FOUNDATION WALL TO ℄ FOOTING6'-7 34"
FROM ℄ FOOTING TO ℄ FOOTING
NOTE:
REFER TO THE FOUNDATION/FOOTING PLAN
ON SHEET A2.0 FOR FOOTING DIMENSIONS
FROM SIDE OF FOUNDATION WALL
FOUNDATION WALL
REFER TO FDN. PLAN
SHEET A2.0
REFER TO FDN. PLAN
SHEET A2.0
LINE OF DECK ABOVE
SCALE: 1/4" = 1'-0" 06
SCALE: 1/4" = 1'-0" 07
NOTE:
ALL POSTS, JOISTS, BEAMS AND
LEDGERS ARE PRESSURE TREATED
112" 13'-6"CLEAR SPAN3"112"14'-0"
DIMENSIONS ARE FRAME TO FRAME
6'-2 1 4"
CLEAR SPAN OF DBL. 2x12 BEAM
51 2 "1 12"512"11 2"
2x10 P.T. LEDGER BRD
- SET T/ LEDGER 3"
BELOW T/ SUBFLR
- BOLT TO RIM JOIST
w/ 12"Ø CARRIAGE BOLTS
w/ WASHERS @ 49" o.c.,
STAGGERED
- REFER TO DTL. 15/D5.0
DOUBLE 2x12
P.T. BEAM
- NOTCHED INTO
6x6 P.T. POSTS
- w/ (2) 12"Ø CARRIAGE
BOLTS w/ WASHERS
PER 6x6 POST
- REFER TO DTL. 14/D5.0
METAL JOIST HANGER
NOTE:
DECKING, RAILS, LANDINGS, AND
STAIRS TO GRADE TO BE INSTALLED
BY OTHERS DURING CONSTRUCTION
14'-0"DIMENSIONS ARE FRAME TO FRAME
14'-0"
DIMENSIONS ARE FRAME TO FRAME
6x6 P.T. POST
- w/ 1x TRIM WRAP & 1x8
COLUMN BASE TRIM WRAP
(2) 1 3/4" X 11 1/4"
MICRO-LAM LVL BEAM
- BEARING ON 6x6 P.T. POST
AND (2) 2x4 JACK STUDS
@ HOUSE FRAMING
SCALE: 1/4" = 1'-0" 08
6'-73 4"
FROM ℄ FOOTING TO ℄ FOOTING
512"6'-214"
CLEAR SPAN OF DBL. 2x12 BEAM
7"34"7" 6'-034"7"34" 6'-034" 13'-414" 7"34"7"34" 10'-812" 11'-414" 7"34"7" 34" 7"34"9'-212" 11'-414" 7"34"7" 34"
LINE OF PORCH COLUMN
LINE OF HARDBOARD
LINE OF PORCH BEAM
1x6 TRIM OVER HARDBOARD SEAMS
12'-0"DIMENSIONS ARE FOUNDATION TO FRAME
14'-0"DIMENSIONS ARE FOUNDATION TO FRAME
LINE OF PORCH COLUMN
LINE OF HARDBOARD
LINE OF PORCH BEAM
1x4 TRIM OVER HARDBOARD SEAMS
1x6 TRIM OVER HARDBOARD SEAMS
LINE OF PORCH COLUMN
LINE OF HARDBOARD
LINE OF PORCH BEAM
1x6 TRIM OVER
HARDBOARD SEAMS
1x4 TRIM OVER
HARDBOARD SEAMS
FOOTING PLAN - 14'-0"w. x 14'-0"d. COVERED DECK
JOIST LAYOUT - 14'-0"w. x 14'-0"d. COVERED DECK
DECK PLAN - 14'-0"w. x 14'-0"d. COVERED DECK
CEILING PLAN - 14'-0"w. x 14'-0"d. COVERED DECK
C.I.P. CONCRETE
FOOTING
- MINIMUM 32" DEPTH
BELOW GRADE
2x8 BLOCKING @ POST
- SEE DETAIL 17A/D5.0
2x8 BLOCKING @ POST
- SEE DETAIL 17A/D5.0
2x10 BLOCKING @ POST
- SEE DETAIL 17A/D5.0
2x10 BLOCKING @ POST
- SEE DETAIL 17B/D5.0
7" 3'-212" 3'-212" 7"3'-212" 3'-212"
2x10 x 14'-0" P.T. JOISTS @ 16" o.c. WILLIAM L.KAUF H O L Z
A RCHITECTREASON FOR PLOT: PLOT DATE: Job No.
Sheet No.IN NEW RESIDENCE FOR:HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: FISCHER HOMES INDIANAPOLIS II, LP6602 EAST 75TH STREET, SUITE 400INDIANAPOLIS, IN 46250(317) 348-2500FIELD SPEC HOTLINE: (859) 344-7100COPYRIGHT ALL RIGHTS RESERVED
FISCHER HOMES, Inc.JOB INFO: DATE: PROJECT COORDINATOR:PHONE No:PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:
PLAN NO.EXTERIOR:
12/20/2018 4:44 PM TLR-024
JULIE & JASON PATEL14410 TALLYN WAYROOKWOOD
G111
CA TALLYNS RIDGECARMEL, IN 46071024 ---- -------- -------- 12/14/18---- ----------------GRAND ESTATES COLLECTION
fieldspecchange@fischerhomes.comREVISED BY: TEAM MANAGER:PHONE No:859-426-4223SHEZYRA D. SISKOWICD5.0
01/04/19
William Hohlt