HomeMy WebLinkAboutA024LINE OF PORCH COLUMN
LINE OF HARDBOARD
LINE OF PORCH BEAM
CEILING PLAN - 16'-0"w. x 12'-0"d. COVERED DECK
SCALE: 1/4" = 1'-0"04
1x6 TRIM OVER
HARDBOARD SEAMS
1x4 TRIM OVER
HARDBOARD SEAMS
7'-41 4"3'-8"3'-8" 7'-414" 4'-0" HOLD TRIM 12" FROM BOX TO
ALLOW COVER PLATE TO MOUNT
FLUSH WHEN FAN SELECTED
12'-0"DIMENSIONS ARE FRAME TO FRAME112" 11'-6"CLEAR SPAN3"16'-0"
DIMENSIONS ARE FRAME TO FRAME
JOIST LAYOUT - 16'-0"w. x 12'-0"d. COVERED DECK
SCALE: 1/4" = 1'-0"02
2" 20" 2"20"29"
EQUAL 14'-812" EQUAL
29" 29"
2x8 x 12'-0" P.T. SYP#1 or SYP#2 JOISTS @ 16" o.c.
7'-214"
CLEAR SPAN
512"512"
FOOTING PLAN - 16'-0"w. x 12'-0"d. COVERED DECK
SCALE: 1/4" = 1'-0"01
7'-73 4"
FROM ℄ FT'G TO ℄ FT'G 11'-734"FROM FDN. WALL TO ℄ FT'G15'-9"112" 112"
REFER TO FDN. PLAN
SHEET A2.0
REFER TO FDN. PLAN
SHEET A2.0
NOTE:
ALL POSTS, JOISTS, BEAMS AND
LEDGERS ARE PRESSURE TREATED
DOUBLE 2x12 P.T. SYP#1 BEAM
OR
DOUBLE 2x12 P.T. SYP#2 BEAM
- NOTCHED INTO 6x6 P.T. SYP#2 POSTS
- w/ (2) 12"Ø 7" THRU-BOLTS w/ WASHERS PER POST
- REFER TO DTL. 06/D5.1
FOUNDATION WALL
LINE OF DECK ABOVE
18"Ø C.I.P. CONCRETE FT'G
- SEE DTL. 05/D5.1
6x6 P.T. SYP#2 POST
-FLUSH w/ TOP OF DECK JOISTS
-PLACE IN FOOTING w/ (2) #4
RE-BARS THROUGH POST
-SET ON 4" GRAVEL BASE
-REFER TO DTL. 06/D5.1
METAL JOIST HANGER
ATTACH RIM JOIST TO LEDGER
w/ (3) 3" SELF-TAPPING WOOD
SCREWS
SIDING OR STONE VENEER:
2x8 P.T. SYP#1 or SYP#2 LEDGER BOARD
- REFER TO DTL. 08/D5.1 FOR LEDGER
HEIGHT, FASTENERS AND FASTENER
SPACING
BRICK VENEER:
2x8 P.T. SYP#1 or SYP#2 LEDGER BOARD
- REFER TO DTL. 07/D5.1 FOR LEDGER
HEIGHT, FASTENERS AND FASTENER
SPACING
2x8 BLOCKING @ POST
- SEE DETAIL 19/D5.1
29" 29"
512"7'-21 4"
CLEAR SPAN
7'-73 4"
FROM ℄ FT'G TO ℄ FT'G
12
D5.1
12
D5.1 12'-0"DIMENSIONS ARE FRAME TO FRAME16'-0"
DIMENSIONS ARE FRAME TO FRAME
7"3 4"14'-812" 11'-414" 7" 34"7"3 4"
DECK PLAN - 16'-0"w. x 12'-0"d. COVERED DECK
SCALE: 1/4" = 1'-0"03
31 2" 5'-1 7 8" 312"5'-238"312"5'-238"434"TYP.3 12"312"434"TYP.5"5" 5" 5" 312" 5'-238" 312" 5'-238" 434"TYP. 312"434"TYP. 5"5"5" 5"43 4"
TYP.
212"
7"
3'-4"4'-0" 112" 8x16x2 CMU BLOCKS BENEATH
ALL STAIR STRINGERS
5 4 x 4 P.T. DECKING
- ATTACH TO EACH JOIST w/ (2)
SCREWS OR NAILS
- w/ 18" SPACE BETWEEN BOARDS
2x6 P.T. HAND RAIL
- ROUND OVER TOP
- w/ 14"d. HANDGRIP GROOVE ON BOTH SIDES
- SEE DTL. 16/D5.1
EXTEND 2x6 CAP RAIL 12" BEYOND
2x4 VERTICAL TOP RAIL
NOTE:
OPTIONAL STAIRCASE AND EXTENDED JOISTS
MAY BE LOCATED ON EITHER SIDE, REFER TO
PLANS. STAIR RISE TO BE MAX. 734"H.
W/ 10" TREAD RUN. FIELD DETERMINE NUMBER
OF RISERS BASED UPON FINAL GRADE.
45"h. 4x4 SYP #1 P.T. POST
- w/ CHAMFERED TOP & BOTTOM EDGE
- OFFSET 1" FROM DECK @ HOUSE
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø 6"
THRU-BOLTS w/ WASHERS
45"h. 2x4 SYP #1 P.T. POST
- w/ CHAMFERED BOTTOM EDGE
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø
4" THRU-BOLTS w/ WASHERS
2x4 & 2x6 SYP #1 P.T. CORNER POSTS
- w/ CHAMFERED BOTTOM EDGE
- ATTACH TO EACH OTHER w/ FASTENERS @ 12" o.c.
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø 4"
THRU-BOLTS w/ WASHERS, STACKED TO AVOID RIM
JOISTS
43 4"
TYP.
31 4"314" 434"TYP.3'-1034"312" 312"2"2" DOUBLE 2x12 BEAM
- BEARING ON 6x6 P.T. POST
AND (2) 2x4 JACK STUDS
@ HOUSE FRAMING
6x6 P.T. POST
- w/ 1x TRIM WRAP & 1x8
COLUMN BASE TRIM WRAP
5'-17 8" 512"
212"
07
08
09
10 SCALE:
SECTION - DOOR THRESHOLD
3/4" = 1'-0"212"T/ SUBFLOOR
VERTICAL DECK BOARD
- RIP TO FIT
T/ LEDGER BD
SIDING/STONE VENEER
5 4 x 4 PRESSURE TREATED OR
COMPOSITE DECKING
- REFER TO SELECTIONS
- ATTACH TO EACH JOIST w/ (2)
SCREWS OR NAILS
- EXTEND TO TUCK BENEATH
DOOR THRESHOLD
212" T/ LEDGER BD
T/ SUBFLOOR
21116" 21116"2716"2x8 P.T. LEDGER BOARD
- SET T/ LEDGER 212" BELOW T/ SUBFLR,
FLUSH w/ T/ BRICK BRACKET
- BOLT TO RIM JOIST THROUGH BRICK
BRACKET w/ 12"Ø 10" THRU-BOLTS
w/ WASHERS @ 29" o.c., STAGGERED
METAL JOIST HANGER
CONTINUOUS FLASHING
- EXTEND PAST JOIST HANGER
2x8 P.T. JOISTS @ 16" o.c.
BRICK BRACKET
- INSTALL PER MANUFACTURER'S
INSTRUCTIONS
- SEE DTL. 11/D5.1
SCALE:
SECTION - 2x8 LEDGER BOARD
3/4" = 1'-0"
BRICK VENEER
T/ DBL TOP ⅊
5 4 x 4 PRESSURE TREATED OR
COMPOSITE DECKING
- REFER TO SELECTIONS 212" T/ LEDGER BD
SCALE:
SECTION - 2x8 LEDGER BOARD
3/4" = 1'-0"
2x8 P.T. LEDGER BOARD
- SET T/ LEDGER 212" BELOW T/ SUBFLR
- BOLT TO RIM JOIST w/ 12"Ø
4" LAG BOLTS w/ WASHERS
@ 12" o.c., STAGGERED
T/ SUBFLOOR
2"312"2" METAL JOIST HANGER
CONTINUOUS FLASHING
- EXTEND PAST JOIST HANGER
2x8 P.T. JOISTS @ 16" o.c.
DECK BOARD
SIDING/STONE VENEER
5 4 x 4 PRESSURE TREATED OR
COMPOSITE DECKING
- REFER TO SELECTIONS 212" T/ LEDGER BD
T/ SUBFLOOR
2x P.T. BLOCKING
- @ EACH END OF BRICK OPENING
- ALONGSIDE DECK BRACKETS
- @ 16" o.c., REMAINDER
SCALE:
SECTION - DOOR THRESHOLD
3/4" = 1'-0"
VERTICAL DECK BOARD
- RIP TO FIT
BRICK VENEER
5 4 x 4 PRESSURE TREATED OR
COMPOSITE DECKING
- REFER TO SELECTIONS
- ATTACH TO EACH JOIST w/ (2)
SCREWS OR NAILS
- EXTEND TO TUCK BENEATH
DOOR THRESHOLD
05
06
11 SCALE:
SECTION - POST / FOOTING
3/4" = 1'-0"
1'-6"REFER TO GENERAL NOTES FORMINIMUM FROST FOOTING DEPTH18"Ø C.I.P. CONCRETE FT'G
- REFER TO GN FOR MIN. FROST
FOOTING DEPTH
APPROXIMATE LINE OF GRADE 12 1±
6x6 P.T. POST
- FLUSH w/ TOP OF DECK JOISTS 512"
4" LAYER OF GRAVEL BELOW
POST/FOOTING
EXTEND 6x6 P.T. POST TO
BOTTOM OF FOOTING
(2) #4 RE-BARS THROUGH
6x6 POST
6"
MIN.4"MIN.SCALE: 1 1/2" = 1'-0"
APPLY SEALANT TO ALL
NAILS, HOLES AND BOLT TO
PREVENT WATER INTRUSION
DETAIL - 'BR' BRICK BRACKET
LINE ALIGNMENT NOTCHES
NOTE:
INSTALL PER MANUFACTURER'S
INSTRUCTIONS
- FASTEN BRACKET w/ AT LEAST (4)
10d SHANK SIZE NAILS AT THE TOP
FOUR NAIL LOCATIONS AND ONE
12"Ø THRU-BOLT w/ WASHERS @
THE HEAD AND NUT
- THRU-BOLTS MUST BE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL
6"
2" 2"1012" 916"43 4"
5516"11 2"112" DETAIL - JOIST BLK'G @ POST
'A' 'B'
(2) ROWS 8d NAILS (2) ROWS 8d NAILS
SCALE: 3/4" = 1'-0"
SCALE:
SECTION - CLM @ 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 1 4" 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/ 3 4" 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) 2x12 BEAM
- 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
12
4PRE-ENG. TRUSSES
@ 24" o.c.
SCALE:
SECTION - C'LMN @ DECK ROOF
3/4" = 1'-0"
12"
O.H.4"HEELCUT7"
- RIP TO FIT
6x6 P.T. POST
- w/ 1x TRIM WRAP
'SIMPSON' H2.5A TIE
NOTE:
NOTCH (2) 2x12 BEAM INTO TOP OF 6x6 P.T. POSTS
- w/ (2) 12"Ø CARRIAGE BOLTS w/ WASHERS
18
19
17
16
12
13
14
15SCALE:1 1/2" = 1'-0"
1 4"d. HANDGRIP GROOVE
- BOTH SIDES 512"1"312" 2x6 P.T. HAND RAIL
- ROUND OVER TOP 1"SECT - HNDRL - MTL BALUSTERS34" TO T/ STAIR TREAD1" x 12" x 32" ALUMINUM BALUSTER
@ 43 4" o.c.
- ATTACH TO 2x6 TOP RAIL w/ (2) SCREWS
- ATTACH TO STAIR STRINGER w/ (2) SCREWS
- ALUMINUM BALUSTERS AND SCREWS TO BE BLACK
SCALE:
WOOD/METAL RAILING @ DECK
3/4" = 1'-0" 4434"4" 3212"112"312" 312"2x4 SYP #1 P.T. VERTICAL
TOP RAIL
- MITER JOINT @ CORNER
45"h. 2x4 SYP #1 P.T. CORNER POST
- w/ CHAMFERED BOTTOM EDGE
- ATTACH TO 2x4 TOP RAIL w/ (2) #8
212" SELF-TAPPING WOOD SCREWS
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø
4" THRU-BOLTS w/ WASHERS, STACKED
TO AVOID RIM JOISTS
1" x 12" x 32" ALUMINUM
BALUSTER @ 43 4" o.c.
- ATTACH TO 2x4 TOP RAIL
w/ (2) SCREWS
- ATTACH TO 2x4 BOTTOM RAIL
w/ (2) SCREWS
- ALUMINUM BALUSTERS AND
SCREWS TO BE BLACK
5 4 x 4 P.T. DECKING
- ATTACH TO EACH JOIST
w/ (2) SCREWS OR NAILS
- w/ 18" SPACE BETWEEN BOARDS
2x4 SYP #1 P.T. VERTICAL
BOTTOM RAIL
- MITER JOINT @ CORNER
SECTION -38"T/ DECKING TO T/ RAIL43 4"
TYP.
2" 2"112"12"2x6 SYP #1 P.T. CONTINUOUS CAP RAIL
- CENTER ON VERTICAL 2x4
- BUTT JOINT @ CORNER
- MUST RUN CONTINUOUS FROM
CORNER TO CORNER PARALLEL TO HOME
- EASE TOP EDGES w/ 3 4" ROUND OVER
SCALE:
w/ METAL BALUSTER RAIL
3/4" = 1'-0"
SECTION - STAIR
NOTE:
STAIR RISE TO BE MAX. 734"h. w/ 10" TREAD RUN. FIELD
DETERMINE NUMBER OF RISERS BASED UPON FINAL GRADE.
43 4"
TYP.
2x12 SYP #1 P.T. STAIR TREAD
- MAX. 4'-0" LONG
- RIP TO 10" WIDE
- w/ EASED TOP FRONT EDGE
2x4 SYP #1 P.T. STAIR RISER (BEYOND)
- SET BACK 3 4" FROM FACE OF TREAD
10"
TREAD
RUN
8x16x2 CMU BLOCKS BENEATH ALL STAIR STRINGERS
1 4"d. HANDGRIP GROOVE
- BOTH SIDES OF HANDRAIL
2x6 SYP #1 P.T. HANDRAIL
- ROUND OVER TOP
4x4 SYP #1 P.T. POST
- w/ CHAMFERED TOP EDGE
- ATTACH TO HANDRAIL
w/ (2) #8 212" SELF-TAPPING
WOOD SCREWS
- SCREWED THROUGH HANDRAIL
- ATTACH TO STAIR STRINGER
w/ (2) 12"Ø 7" THRU-BOLTS
w/ WASHERS
ATTACH RIM JOIST EXTENDER TO
EACH STRINGER w/ (2) 3"
SELF-TAPPING WOOD SCREWS
734"MAX.RISE 34"HANDRAIL HEIGHTPROVIDE 2x4 POST
MID-SPAN OF RAIL
IF TALLER THAN (6)
RISERS
- ATTACH SIM. TO 4x4
1" x 12" x 32" ALUMINUM
BALUSTER @ 43 4" o.c.
- ATTACH TO 2x6 TOP RAIL
w/ (2) SCREWS
- ATTACH TO 2x4 BTM. RAIL
w/ (2) SCREWS
- ALUMINUM BALUSTERS AND
SCREWS TO BE BLACK
2x12 SYP #1 P.T. STAIR STRINGER
- (4) SPACED @ 1512" o.c.
ATTACH 2x8 BACKER & RIM JOIST
EXTENDER TO RIM JOIST
w/ (2) ROWS 3" SELF-TAPPING
SCREWS @ 3" o.c.5"MIN.NOTE:
DO NOT OVERCUT INSIDE
CORNER OF STRINGERS
SCALE:
WOOD/METAL RAILING @ DECK
3/4" = 1'-0"
2x4 SYP #1 P.T. VERTICAL TOP RAIL
- BUTT AGAINST TRIMMED 6x6 POST
PLAN -
1" x 12" x 32" BLACK ALUMINUM
BALUSTER @ 43 4" o.c.
- ATTACH TO 2x4 TOP RAIL
w/ (2) SCREWS
- SCREWS TO BE BLACK 512"2"2" 512"
2"2"
2x4 & SYP #1 P.T. CORNER POSTS
- w/ CHAMFERED BOTTOM EDGE
- ALIGN w/ EDGE OF TRIMMED 6x6 POST
- ATTACH TO 2x4 TOP RAIL w/ (2) #8
212" SELF-TAPPING WOOD SCREWS
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø
4" THRU-BOLTS w/ WASHERS,
STACKED TO AVOID RIM JOISTS
43 4"
TYP.
2x6 SYP #1 P.T. CONTINUOUS CAP RAIL
- CENTER ON VERTICAL 2x4
- BUTT AGAINST TRIMMED 6x6 POST
- MUST RUN CONTINUOUS FROM
CORNER TO CORNER PARALLEL TO HOME
- EASE TOP EDGES w/ 3 4" ROUND OVER
- FASTEN TO 6x6 POST w/ (3) #8x4" LONG
TOE SCREWS THRU BOTTOM
11 4"T/ JOIST 312" 212" 1 12"1"1"
SCALE:
ELV - WOOD/METAL RAIL POSTS
3/4" = 1'-0"4434" 112"43 4"
TYP.
LINE OF HOME
(2) #8 212" SELF-TAPPING WOOD SCREWS
1"
45"h. 4x4 SYP #1 P.T. POST
- w/ CHAMFERED TOP & BOTTOM EDGE
- OFFSET 1" FROM DECK @ HOUSE
- ATTACH TO 2x4 TOP RAIL w/ (2) #8 212"
SELF-TAPPING WOOD SCREWS (THROUGH 2x4)
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø 6" THRU-BOLTS w/ WASHERS
45"h. 2x4 SYP #1 P.T. POST
- w/ CHAMFERED BOTTOM EDGE
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø 4" THRU-BOLTS w/ WASHERS
2x4 SYP #1 P.T. CORNER POSTS
- w/ CHAMFERED BOTTOM EDGE
- ALIGN w/ EDGE OF TRIMMED 6x6 POST
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø
4" THRU-BOLTS w/ WASHERS, STACKED TO
AVOID RIM JOISTS
FASTEN BUTT END OF RAIL CAP TO 6x6 POST
w/ (3) #8x4" TOE SCREWS THROUGH BOTTOM
SCALE:
WOOD/METAL RAILING @ DECK
3/4" = 1'-0"
2x4 SYP #1 P.T. VERTICAL BOTTOM RAIL
- BUTT AGAINST TRIMMED 6x6 POST
PLAN -
1" x 12" x 32" BLACK ALUMINUM
BALUSTER @ 43 4" o.c.
- ATTACH TO 2x4 BTM. RAIL
w/ (2) SCREWS
- SCREWS TO BE BLACK
43 4"
TYP.
2x4 & SYP #1 P.T. CORNER POSTS
- w/ CHAMFERED BOTTOM EDGE
- ALIGN w/ EDGE OF TRIMMED 6x6 POST
- ATTACH TO 2x4 TOP RAIL w/ (2) #8
212" SELF-TAPPING WOOD SCREWS
- ATTACH TO 2x RIM JOIST w/ (2) 12"Ø
4" THRU-BOLTS w/ WASHERS,
STACKED TO AVOID RIM JOISTS WILLIAML.KAU FH O L Z
A RCHITECTOVERBROOK FARMSREASON FOR PLOT: PLOT DATE:Job No.
Sheet No.IN HOMESITE NO.OFFICE REVIEW:MASTER BY: DATE: C DATE: 3940 OLYMPIC BLVDERLANGER, KY 41018PH: (859) 341-4709FIELD SPEC HOTLINE: (859) 341-4709COPYRIGHT ALL RIGHTS RESERVEDFISCHER HOMES, Inc.JOB INFO: DATE: PERMIT: SIGN-OFF: CONSTRUCTION:REVISION:REVISION:REVISION:REVISION:HOME TYPE:PLAN:3/9/2020 12:33 PM# OBF011040000MITCHELL WISE4009 BEAR CREEK WAYLELAND57-442-LELAND COASTAL CLASSIC WITH BRICK & STONE CARMEL, IN10405/2017-------- ------------ --------------------------------fieldspecchange@fischerhomes.comREVISED BY:---- THERESA WISEARCH. SPECIALIST:SAPPHIRE TRADE SUPPORTsapphiretradepartners@fischerhomes.comFischer Homes Indianapolis II, LLC----D5.1
04/17/20
William Hohlt