1596 Maritime Oak Dr RES18-0358 dwgs 32x PLATE ATTACHED TO EACH
INTERSECTING TRUSS OR
BLOCKING w/ (2).1310"
NAILS.
PORCH SHEATHING PER PLAN
HEADER PER PLAN. ---"�
2x WALL STUDS PER PLAN. —
7/16" RATED SHEATHING -
ATTACHED TO EACH PLATE
(TOP & BOTTOM) w/ 8d
NAILS @ 6" o/c.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
2x8 #2 SYP PT JOISTS @-
24" o/c. POCKET INTO
EXTERIOR WALL OR
ATTACH TO OPTIONAL
LEDGER w/ (6) .131x3"
TOENAILS. ATTACH EACH
JOIST TO HDR w/ (1)
SDWC15600.
2ply 2x8 #2 SYP BEAM.
ATTACH TO EACH
BRACKET BELOW w/
(2) SDWC15600
SCREWS.
1/2"x6" LAG
SCREW.
BRACKET CUT TO MIN.
3.5"x3.5" DIMENSIONS
PER ARCHITECTURAL
DETAILS.
2x8 #2 SYP PT
LEDGER
ATTACHED TO
EACH STUD OR
TO HDR w/ (3)
1/4"x3-1/2" SDS
SCREWS.
1/2"x7" LAG
SCREW.
4x4 #2 SYP PT
BRACKET
MEMBERS.
1/2"x7" LAG
SCREWS TO
WALL POST.
IGOLA DETAIL
PERPENDICULAR
TRUSSES OR BLOCKING
PER DETAIL A/FRD.
GYPSUM WALL/CEILING
BOARD.
— 2x WALL STUDS @ 16" o/c
7/16" RATED SHEATHING
ATTACHED TO EACH PLATE
(INSIDE & OUT) w/ 8d NAILS
@ 6" o/c.
DETAIL C/FR1
POCKET S.G.D. HDR DETAIL
1st FLOOR
EXTERIOR WALL STUDS
ALL EXTERIOR WALLS TO BE
FRAMED w/ MIN. 2x6 #2 SPF
STUDS @ 16" o/c, U.N.O.
E;:
DF
1.
FRAMING PLAN
SCALE: 1/4"=1'-0"
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
END ZONES
2x4 #2 SYP RAFTERS @
2x6 #2 SYP LEDGER
ATTACHED TO EACH
16 o/c. ATTACH TO
SUB -FASCIA AND LEDGER
INTERSECTING
w/ (3) .131x3" TOENAILS.
STUD/WEB w/ (5)
8d RING SHANK
.131x3" NAILS.
2x4 #2 SYP LEDGER
6/12 ROOF
PITCH (MIN.)
ATTACHED TO EACH
FIELD
STUD w/ (2).1310"
\
NAILS.
15/32"
6" o/c
2x4 #2 SYP JOISTS @
1411 o/c
16" o/c. ATTACH TO
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
RAFTER w/ (3).1310"
APPROVAL.
NAILS AND TO LEDGER
4" / 12"
w/ (3).1310"
SW3
TOENAILS.
3" / 12"
36" MAX.
SWS1
7/16" STRUCTURAL 1
RATED OSB1,2SYP
DETAIL
4ply
DSW4
DOUBLE SIDED SW4
7/16" RATED OSB
A/FR1
4ply
SYP
DSW3
DOUBLE SIDED SW3
7/16" RATED OSB
„
3 / 12
5ply
SYP
❑
❑
2x PLATE ATTACHED TO EACH
INTERSECTING TRUSS OR
BLOCKING w/ (2).1310"
NAILS.
PORCH SHEATHING PER PLAN
HEADER PER PLAN. ---"�
2x WALL STUDS PER PLAN. —
7/16" RATED SHEATHING -
ATTACHED TO EACH PLATE
(TOP & BOTTOM) w/ 8d
NAILS @ 6" o/c.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
6x6 #2 SYP PT POST
@ PORCH HDR w/
(1) ABU66 @ BASE.
2x8 #2 SYP PT JOISTS @-
24" o/c. POCKET INTO
EXTERIOR WALL OR
ATTACH TO OPTIONAL
LEDGER w/ (6) .131x3"
TOENAILS. ATTACH EACH
JOIST TO HDR w/ (1)
SDWC15600.
2ply 2x8 #2 SYP BEAM.
ATTACH TO EACH
BRACKET BELOW w/
(2) SDWC15600
SCREWS.
1/2"x6" LAG
SCREW.
BRACKET CUT TO MIN.
3.5"x3.5" DIMENSIONS
PER ARCHITECTURAL
DETAILS.
2x8 #2 SYP PT
LEDGER
ATTACHED TO
EACH STUD OR
TO HDR w/ (3)
1/4"x3-1/2" SDS
SCREWS.
1/2"x7" LAG
SCREW.
4x4 #2 SYP PT
BRACKET
MEMBERS.
1/2"x7" LAG
SCREWS TO
WALL POST.
IGOLA DETAIL
PERPENDICULAR
TRUSSES OR BLOCKING
PER DETAIL A/FRD.
GYPSUM WALL/CEILING
BOARD.
— 2x WALL STUDS @ 16" o/c
7/16" RATED SHEATHING
ATTACHED TO EACH PLATE
(INSIDE & OUT) w/ 8d NAILS
@ 6" o/c.
DETAIL C/FR1
POCKET S.G.D. HDR DETAIL
1st FLOOR
EXTERIOR WALL STUDS
ALL EXTERIOR WALLS TO BE
FRAMED w/ MIN. 2x6 #2 SPF
STUDS @ 16" o/c, U.N.O.
E;:
DF
1.
FRAMING PLAN
SCALE: 1/4"=1'-0"
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
END ZONES
END
POST
ZONES
SW6 - 012
SHINGLE
7/16"
8d RING SHANK
8d RING SHANK
METAL
15/32"
EDGE
FIELD
EDGE
FIELD
TILE
15/32"
6" o/c
12" o/c
1411 o/c
4" o/c
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
MANUFACTURER ALLOWS PER FLORIDA PRODUCT
APPROVAL.
WALL SHEATHING I
ALL SHEATHED WALLS TO BE TIED IN TO
ROOF/FLOOR SYSTEM ABOVE PER DETAIL
A/FRD (ROOF) OR B/FRD (FLOOR).
SHEAR WALL ID, REFER TO
SHEATHING
OPTIONS
WALL SHEATHING SCHEDULE
END
POST
(FR PAGES) AND TO STUBBLE
SW6 - 012
SPACING SCHEDULE (TD PAGES)
1ply
5/16" HARDI-PANEL!
6" / 6"
3/8" SMARTSIDE2
SHEAR WALL HOLD DOWN TO
SW6HP
7/16" RATED OSB""
6'1/12"
1ply
BE PLACED @ EACH END OF
6" / 6"
SHEAR WALL. REFER TO HOLD
i TYPICAL j
DOWN SCHEDULE (TD PAGES)
I SHEARWALL I
FOR HOLD DOWN OPTIONS.I
L CALLOUT . i
ID
SHEATHING
OPTIONS
8d NAILING
EDGE/FIELD)
END
POST
EXTERIOR
WALLS w/
NO ID
7/16" RATED OSBI2
6" / 12"
1ply
5/16" HARDI-PANEL!
6" / 6"
3/8" SMARTSIDE2
611/611
SW6HP
7/16" RATED OSB""
6'1/12"
1ply
5/16" HARDI-PANEL!
6" / 6"
3/8" SMARTSIDE2
411/611
SW6
7/16" RATED OSB 1,2
6" / 12"
2ply
SW4
7/16" RATED OSB 12
4" / 12"
2ply
SW3
7/16" RATED OSB 1,2
3" / 12"
3ply
SWS1
7/16" STRUCTURAL 1
RATED OSB1,2SYP
3" / 12"
4ply
DSW4
DOUBLE SIDED SW4
7/16" RATED OSB
4 / 12
4ply
SYP
DSW3
DOUBLE SIDED SW3
7/16" RATED OSB
„
3 / 12
5ply
SYP
NOTES:
1. EXTERIOR STUCCO FINISH REQUIRES ONE:
a. 7/16" SHEATHING GRADE ORIENTED WITH
THE LONG DIMENSION PERPENDICULAR TO
THE WALL STUDS.
b. 15/32" SHEATHING GRADE.
c. 7/16" STRUCTURAL 1 GRADE.
2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c
STUDS REQUIRE THE WALL SHEATHING (7/16"
or 15/32" OSB) TO BE INSTALLED
HORIZONTALLY WITH THE LONG
DIMENSION PERPENDICULAR TO THE STUDS.
HARDI-PANEL AND SMARTSIDE NOT ALLOWED
WITH 24" o/c FRAMING.
STUD WALL LEGEND
■
= 2x4 #2 SPF @ 16"
o/c.
DIMENSIONED INDICATE WALL
= 2x4 #2 SPF @ 12"
o/c.
®=
2x6 #2 SPF @ 24"
o/c.'
®
= 2x6 #2 SPF @ 16"
o/c.
®
= 2x8 #2 SPF @ 16"
o/c.
®=
OTHER, SEE PLAN
■
1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL
SHEATHING SCHEDULE.
INTERIOR -ZONE PRESSURES FOR
COMPONENTS & CLADDING.
HEADERS
# OF PLIES REFER TO
SCHEDULE BELOW
(2)2x6-1/*-* FOR KING STUDS,
U.N.O.
NOMINAL SIZE OF RAISED HDR IF
HEADER (#2 SYP, U.N.O.) LABELED "RSD".
NUMBER OF JACK CONTINUOUS IF
STUDS EACH SIDE LABELED "CONT".
KING STUDS
MAX. OPENING WIDTH
N PLATE NON -STUCCO FINISH STUCCO FINISH
v� HT 4' 6' 8' 12 16' 18' 4' 6' 8' 12' 1.6-118-
8'q
6' 18'8'R 1 1 1 2 2 3 1 2 12 14 5-
9'R 1 1 2 3 4 4- - I - - - -
ct 10'R 1 2 2 4 5 - - - - - - -
x
^'
12'q-
8't
2'R8'R 1 1 1 1 1 1 1 1 1 1 1 1
< 91R 1 1 1 1 1 1 1 1 1 1 2 2
w 10'R 1 1 1 1 2 2 1 1 1 2 2 3
x
^' 12'R 1 1 1 2 L2 _11 1 1 2 3 5 5
NOTES:
1. ONLY ONE (1) KING STUD REQUIRED FOR ALL
INTERIOR OPENINGS.
2. STUD COUNT MAY BE REDUCED IF FRAMED
SOLID TO ADJACENT EXTERIOR WALL CORNER.
3. USE WIDTH OF TOTAL OPENING FOR
CONTINUOUS HEADERS.
END -ZONES
W
CORNERS IDENTIFIED&
DIMENSIONED INDICATE WALL
SEGMENTS WHERE END -ZONE
PRESSURES SHALL APPLY TO
■
.J
COMPONENTS & CLADDING. ALL
4'-5"
■
OTHER AREAS MAY USE
■
INTERIOR -ZONE PRESSURES FOR
COMPONENTS & CLADDING.
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A.#26894 - (904)342-8751
JOB NUMBER
J14576
PRIOR VERSION DATES l
DESIGNED BY: BAM
DRAWN BY: TPM
CHECKED BY: JRA
SHEET
FR I
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
"�0%EMORE q �,i�
cam. 0 1 7 •O
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1 0/16/18
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PRIOR VERSION DATES l
DESIGNED BY: BAM
DRAWN BY: TPM
CHECKED BY: JRA
SHEET
FR I
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
"�0%EMORE q �,i�
cam. 0 1 7 •O
ATE O •: [�
O R X O •••G� ���
ONAL
1 0/16/18
(2) CS16's FROM WALL -
CORNER ONTO WINDOW
HEADER MIN 16". FILL
ALL NAIL HOLES.
ATTACH WALL
SHEATHING TO EACH SIDE
OF WALL w/ 3"o/c EDGE /
12"o/c FIELD 8d NAILING.
(2) CS16's FROM WALL -
CORNER ONTO WINDOW
SILL MIN 16". FILL ALL
NAIL HOLES.
PLACE HEADER @ TOP OF
OPENING OR PROVIDE 2ply
2x HEAD PLATE @ TOP OF
OPENING FOR COIL
STRAPPING.
-(2) CS16's FROM WALL
CORNER ONTO WINDOW
HEADER MIN 16". FILL
ALL NAIL HOLES.
SWX
SWX
DETAIL D/FR2: SWX DETAIL
ATTACH WALL
SHEATHING TO EACH SIDE
OF WALL w/ 3"o/c EDGE /
12"o/c FIELD 8d NAILING.
- (2) CS16's FROM WALL
CORNER ONTO WINDOW
SILL MIN 16". FILL ALL
NAIL HOLES.
SW6HP-B38
s a I i
INTERIOR
ZONES
END ZONES
2ply 2x @
7/16"
8d RING SHANK
8d RING SHANK
METALI
15/32"
EDGE
HEADER/HEAD
EDGE
FIELD
TILE
15/32"
6" o/c
12" o/c
PLATE HEIGHT
4" o/c
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
MANUFACTURER ALLOWS PER FLORIDA PRODUCT
APPROVAL.
6" / 12"
2ply
2ply 2x @ SILL
7/16" RATED OSB 1,2
(2)2x 1 ; ;
2ply
SW3
i III 2x4 -/11I
I
HEIGHT
SWSI
91111
■ 91112 X4-1
( )I
3" / 12"
I I
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DSW4
I I
2ply 2x SILL
SYP
it III / III
■
� ■
SWX
SWX
DETAIL D/FR2: SWX DETAIL
ATTACH WALL
SHEATHING TO EACH SIDE
OF WALL w/ 3"o/c EDGE /
12"o/c FIELD 8d NAILING.
- (2) CS16's FROM WALL
CORNER ONTO WINDOW
SILL MIN 16". FILL ALL
NAIL HOLES.
SW6HP-B38
s a I i
qa%v_2_cr-r:1
2nd FLOOR
EXTERIOR WALL STUDS
ALL EXTERIOR WALLS TO BE
FRAMED w/ MIN. 2x6 #2 SPF
STUDS @ 16" o/c, U.N.O.
NOTE: RAFTER SCAB
OVERHANG PER DETAIL N/FRD.
BEAM/BRACKETS BELOW ARE
NON-STRUCTU RAL.
NOTE: HEADER TO
RUN CONTINUOUS
TO END POST.
- NOTE: BRACKETS @
TOWER ARE
NON-STRUCTURAL, TYP.
' POST
IDR.
H"
El
Il
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
ZONES
END ZONES
SHINGLE
7/16"
8d RING SHANK
8d RING SHANK
METALI
15/32"
EDGE
FIELD
EDGE
FIELD
TILE
15/32"
6" o/c
12" o/c
4" o/c
4" o/c
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
MANUFACTURER ALLOWS PER FLORIDA PRODUCT
APPROVAL.
6" / 12"
2ply
(:!'.)2x4-1
7/16" RATED OSB 1,2
(2)2x 1 ; ;
2ply
SW3
i III 2x4 -/11I
I
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SWSI
91111
■ 91112 X4-1
( )I
3" / 12"
I I
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I I
4'1/12"
SYP
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2nd FLOOR
EXTERIOR WALL STUDS
ALL EXTERIOR WALLS TO BE
FRAMED w/ MIN. 2x6 #2 SPF
STUDS @ 16" o/c, U.N.O.
NOTE: RAFTER SCAB
OVERHANG PER DETAIL N/FRD.
BEAM/BRACKETS BELOW ARE
NON-STRUCTU RAL.
NOTE: HEADER TO
RUN CONTINUOUS
TO END POST.
- NOTE: BRACKETS @
TOWER ARE
NON-STRUCTURAL, TYP.
' POST
IDR.
H"
El
Il
ROOF SHEATHING
PANEL TO BE APPLIED WITH LONG DIMENSION
PERPENDICULAR TO TRUSSES/RAFTERS
SIZE
INTERIOR
ZONES
END ZONES
SHINGLE
7/16"
8d RING SHANK
8d RING SHANK
METALI
15/32"
EDGE
FIELD
EDGE
FIELD
TILE
15/32"
6" o/c
12" o/c
4" o/c
4" o/c
1. MAY BE 7/16" PROVIDED THAT METAL ROOFING
MANUFACTURER ALLOWS PER FLORIDA PRODUCT
APPROVAL.
I WALL SHEATHING I
ALL SHEATHED WALLS TO BE TIED IN TO
ROOF/FLOOR SYSTEM ABOVE PER DETAIL
A/FRD (ROOF) OR B/FRD (FLOOR).
SHEAR WALL ID, REFER TO
SHEATHING
OPTIONS
WALL SHEATHING SCHEDULE
END
POST
(FR PAGES) AND TO STUBBIE
SW6 - 012
SPACING SCHEDULE (TD PAGES)
1ply
SHEAR WALL HOLD DOWN TO
6" / 6"
BE PLACED @ EACH END OF
611/6"
SHEAR WALL. REFER TO HOLD
TYPICAL j
DOWN SCHEDULE (TD PAGES)
I SHEARWALL I
FOR HOLD DOWN OPTIONS.
I I
CALLOUT
3/8" SMARTSIDE2
L J
ID
SHEATHING
OPTIONS
8d NAILING
EDGE/FIELD)
END
POST
EXTERIOR
WALLS w/
NO ID
7/16" RATED OSB1'2
6" / 12"
1ply
5/16" HARDI-PANEC
6" / 6"
3/8" SMARTSIDE2
611/6"
SWISHP
7/16" RATED OSB 1,2
6" / 12"
1ply
5/16" HARDI-PAINEC
6" / 6"
3/8" SMARTSIDE2
4'1/61'
SW6
7/16" RATED OSB 1,2
6" / 12"
2ply
SW4
7/16" RATED OSB 1,2
4" / 12"
2ply
SW3
7/16" RATED OSB 1,2
3" / 12"
3ply
SWSI
7/16" STRUCTURAL 1
RATED OSB 1,2
3" / 12"
4ply
SYP
DSW4
DOUBLE SIDED SW4
7/16" RATED OSB
4'1/12"
SYP
DSW3
DOUBLE SIDED SW3
7/16" RATED OSB
311/1211
5ply
SYP
NOTES:
1. EXTERIOR STUCCO FINISH REQUIRES ONE:
a. 7/16" SHEATHING GRADE ORIENTED WITH
THE LONG DIMENSION PERPENDICULAR TO
THE WALL STUDS.
b. 15/32" SHEATHING GRADE.
c. 7/16" STRUCTURAL 1 GRADE.
2. ALL EXTERIOR WALLS FRAMED w/ 24" o/c
STUDS REQUIRE THE WALL SHEATHING (7/16"
or 15/32" OSB) TO BE INSTALLED
HORIZONTALLY WITH THE LONG
DIMENSION PERPENDICULAR TO THE STUDS.
' HARDI-PANEL AND SMARTSIDE NOT ALLOWED
WITH 24" o/c FRAMING.
FRAMING PLAN
SCALE: 1/4"=1'-0"
STUD WALL LEGEND
■
= 2x4 #2 SPF @ 16"
o/c.
= 2x4 #2 SPF @ 12"
o/c.
®
= 2x6 #2 SPF @ 24"
o/c.1
®
= 2x6 #2 SPF @ 16"
o/c.
®
= 2x8 #2 SPF @ 16"
o/c.
®
= OTHER, SEE PLAN
1. FOR EXTERIOR WALLS, SEE NOTE 2 IN WALL
SHEATHING SCHEDULE.
HEADERS
# OF PLIES REFER TO
SCHEDULE BELOW
FOR KING STUDS,
it U.N.O.
NOMINAL SIZE OF RAISED HDR IF
HEADER (#2 SYP, U.N.O.) LABELED "RSD".
NUMBER OF JACK CONTINUOUS IF
STUDS EACH SIDE LABELED "CONT".
KING STUDS
MAX. OPENING WIDTH
N PLATE NON -STUCCO FINISH STUCCO FINISH
N HT 4' 6' 8' 12' 16' 18' 4' 6' 8' 12' 16' 18'
8'R 1 11 1 2 2 3 1 2 2 4 5-
91R 1 1 2 3 4 4 - - - - --
1
10' R 1 2 2 14 5 - - - - - -
x
c''
8'R 1 1 1 1 1 1 1 1 1 1 1 1
3 91R 1 1 1 1 1 1 1 1 1 1 2 2
10'R 1 1 1 1 2 2 1 1 1 2 2 3
IN 12' R 1 1 1 2 2 3 1 1 2 3 5 5
NOTES:
1. ONLY ONE (1) KING STUD REQUIRED FOR ALL
INTERIOR OPENINGS.
2. STUD COUNT MAY BE REDUCED IF FRAMED
SOLID TO ADJACENT EXTERIOR WALL CORNER.
3. USE WIDTH OF TOTAL OPENING FOR
CONTINUOUS HEADERS.
END -ZONES
CORNERS IDENTIFIED &
DIMENSIONED INDICATE WALL
��� ��
SEGMENTS WHERE END -ZONE
`
PRESSURES SHALL APPLY TO
■
COMPONENTS & CLADDING. ALL 4'-5"
■
OTHER AREAS MAY USE
■
INTERIOR -ZONE PRESSURES FOR
COMPONENTS & CLADDING.
U
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# # # # * #
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MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A.#26894 - (904)342-8751
JOB NUMBER
J14576
SHEET
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PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
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- -NAIL ROOF SHEATHING NAIL ROOF NAIL ROOF NAIL ROOF
TO TOP CHORD OF SHEATHING TO TOP SHEATHING TO SHEATHING TO 1411
TRUSS w/ 8d NAILS @ CHORD OF TRUSS w/ TOP CHORD OF TOP CHORD OF ATTACH SHEATHING ROOF SYSTEM
TRUSS w/ 8d -� TRUSS w/ 8d TO BLOCKING W1111 ROOF SYSTEM
3 o/c. 8d NAILS @ 3 o/c. „
---�- 11 NAILS @ 3 o/c. I _ NAILS @ 3 o/c. 2x4 #2 SYP ROOF SHEATHING
o/c 8d EDGE
I 2x #2 SYP I I I I NAILING SPECIFIEf BLOCKING. (SEE FR SHEETS)
ENGINEERED I I j j CONTINUOUS FROM ENGINEERED I I "THICK MIN. I I ON PLAN. ROOF SHEATHING IN G❑ D WE TRUST
ROOF TRUSS. I ENGINEERED I I TOP PLATE OF ^�=i I 7/16 ( ) I I-�-- `�- ROOF TRUSS. (SEE FR SHEETS)
ATTACH EACH BRACE ROOF TRUSS. i I ROOF TRUSS. I ! SHEATHING I I
I I I SHEATHED -WALL TO
! i TO TOP/SILL PLATE w/ I I ATTACHED TO
ADJACENT TRUSS. 2x4 #2 SYP NAILER
(4) .131x3 NAILS. I! 2x MUST MATCH OR ATTACHED TO NAILER, TOP PLATE
ATTACH EACH I ! AND BLOCKING w/ ING FOR STUCCO TOP PLATE _-�-- TOP PLATE TOP PLATE �--TOP PLATE rA
BRACE TO EACH I I I j 2x4 #2 SPF LEDGER NAIL TRUSS EXCEED LENGTH OF ATTACH SHEATHlw
TRUSS BOTTOM 8d NAILS @ 3" o/c.
TRUSS BOTTOM ATTACHED TO TRUSS BOTTOM CHORD SHEATHED -WALL. CHARD w/ .131x3 - TO UPPER TOP FINISH: PROVIDE
ATTACH B.C. OF PLATE WITH o/c 8d 2x BLOCKING @ MURRAY
CHORD w/ (3j I I w/ (4) .131x3" NAILS @ TO 2x BLOCKING ^�--NAIL 2x BLOCKING TO NAILS @ 3" o/c. TRUSS TO TOP
.131x3" TOENAILS. EACH INTERSECTING w/ 131x3" NAILS TOP PLATE w/ .131x3" EDGE NAILING 16" o/c FOR 15/32"
PLATE w/ .131x3" SPECIFIED ON PLAN. SHEATHING ENGINEERING INCORPORATED
TRUSS MEMBER. USE @ 3" o/c. NAILS @ 3" o/c. TOENAILS @ 3" o/c. APPLIED INTERIOR WALL EXTERIOR WALL INTERIOR WALL ST. HAMPTON PT DRIVE. STE. 3
2x4 #2 SYP BRACES @ WHEN BOTTOM 11.25" MAX.
°° CHORDS ADJACENT TO � 16" MAX. VERTICALLY. EXTERIOR WALL STUDS -SEE STUDS -SEE STUDS -SEE C.O.A. #26894E (904)342 87851
12 o/c ALONG WALL
LENGTH. WALL ARE AT STUDS - SEE FRAMING PLAN FRAMING PLAN FRAMINGPLAN
DIFFERING HEIGHTS. FRAMING PLAN FOR SIZE FOR SIZE FOR SIZE
WALL SHEATHING FOR SIZE WALL SHEATHING FLOOR SHEATHING JOB NUMBER
OPTION #1 OPTION #2 OPTION #3 OPTION #4 OPTION #5 (SEE FR SHEETS) (SEE FR SHEETS) J 1 4 5 7 6
SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO SHEATHED WALL TIE-IN TO EXTERIOR WALL - HIGH HEEL
PARALLEL EACH SIDE (PREFERRED) ADJACENT PARALLEL TRUSS ADJACENT PARALLEL TRUSS TRUSS DIRECTLY ABOVE WALL HEEL GREATER THAN 6 IN HEIGHT
" SHOE PLATE SHOE PLATE SHOE PLATE
_ --SHOE PLATE `--
-�- 2x4 #2 SYP RIBBON
A FRD SHEATHED WALL TIE-IN DETAILS (ROOF TRUSSES) BOARD ATTACHED
FOUNDATION - SEE FD SHEETS TO EACH
INTERSECTING
- 2x4 PLANK ORIENTED TRUSS w/ I
1 -STORY WALL SECTION 131x3 NAILS.
�`_
- NAIL FLOOR SHEATHING NAIL FLOOR BRACES @ 48 o/c. TOP PLATE TOP PLATE
TO TOP CHORD OF ATTACH FLOOR SHEATHING SHEATHING TO TOP ATTACH TO TOP CHORDS ry�
TRUSS w/ 10d NAILS @ TO 2x4 #2 SYP PANEL EDGE CHORD OF FLOOR w/ (4) 10d TOENAILS) FLOOR SYSTEM
3" o/c BLOCKING/RIBBON BOARD TRUSS w/ 10d FASTEN FLOOR DECKING SHOE PLATE WALL SHEATHING
WITH 10d NAILS @ 3" o/c. ATTACH FLOOR NAILS @ 3" o/c.
ATTACH EACH BRACE SHEATHING TO 2x4 TO LATERAL BRACE w/ (4) ___� (SEE FR SHEETS)
#2 SYP PANEL EDGE - 10d COMMON NAILS. SIZE 2x (MATCH WALL STUD) EXTERIOR WALL INTERIOR WALL --I
TO TOP/SILL PLATE w/ SEE BLOCKING PANEL (4).13W" NAILS. DETAIL OR SHEATH BLOCKING WITH ENGINEERED GRADE #2 SYP (PT ON CONCRETE) STUDS SEE STUDS -SEE
FRAMING PLAN FRAMING PLAN
ENGINEERED " 10d NAILS @ 3o/c. FLOOR TRUSS. 2x4 DIAGONAL BRACE @ NOTE: FASTEN 2nd FLOOR SHOE PLATE TO RIM FOR SIZE FOR SIZE
FLOOR TRUSS. i i SHEATH FLOOR TRUSS CONTINUOUS TO
48" o c. ATTACH BOARD WITH .131x3" NAILS @ 8" o/c.
ADJACENT TO SHEAR RIBBON BOARD. /
ATTACH B.C. OF DIAGONAL BRACE TO
WALL w/ 7/16" RATED �
ATTACH EACH SHEATHING ATTACHED w/ ENGINEERED 7 16" RATED TRUSS " NA PLATE LATERAL BRACES w/ (4) TOP PLATE
rrryry r
BRACE TO EACH I � / ' w/ .131x3 NAILS @ � uJ
TRUSS BOTTOM 8d NAILS @ 3" EDGE & 12" FLOOR TRUSS. SHEATHING 3" o/c. 10d COMMON NAILS AT
FIELD. BLOCK ALL PANEL ATTACHED EACH END. SIZE 2ply 2x (MATCH WALL STUD) MATCH SIZE, GRADE & QUANTITY OF ALL 2nd W Z
CHORD w/ (3) -__ FLOOR MULTI -PLY STUD COLUMNS w/ SHOE PLATE SHOE PLATE
1 x3" TOENAILS. EDGES. SHEATHING w/ 8d NAILS EXTEND WALL -.- f
31 SHEATHING TO 2x4 PLANK ORIENTED GRADE #2 SYP BLOCKING IN FLOOR SYSTEM AND w/ 1st
LENGTH TO MATCH
@ 3 o/c. FLOOR TRUSS TOP BRACES @ 48" o/c. (2) ROWS OF .131x3" NAILS @ 12" o/c FLOOR LEVEL STUD COLUMN, U.N.O.
2x4 #2 SYP BRACES @ SHEAR WALL LENGTH. ATTACH PANEL EDGE 2x4 # U 2 SYP PANEL CHORD. ATTACH TO ATTACH TO TOP OF NAIL STAGGERED. TIGHTEN TO 6" o/c FOUNDATION - SEE FD SHEETS-r\_f-- T r •1 Ill
FLOOR SHEATHING t-�
12" o/c ALONG WALL ADDITIONAL 2x4 #2 SYP BLOCKING TO TOP EDGE BLOCKING TRUSS TOP/BOTTOM BOTTOM CHORD/FLANGE PATTERN STAGGERED @ ALL WALLS LABELED = r •i
LENGTH. TOP PLATE ABOVE AT ALL PANEL CHORD w/ 8d NAILS w/ (4} 10d NAILS
SHEAR WALL. ATTACH PLATE w/ .131x3" . SW3/SW4 OR ATTACH WALL _ 7
EDGES. „ SHEATHING TO UPPER PLY OF TOP 2 -STORY WALL SECTION :1Z
TO TOP PLATE w/ TOENAILS @ 3 o/c. @ 3 o/c. 10d COMMON NAILS w/ ADHESIVE
37
1x3
.13" NAILS @ 3" o/c. BLOCKING PANEL DETAIL MIN. PLATE. _
48" w/ (24) .131x3" NAILS IN LAP SIZE or PASLODE TETRAGRIP FASTENERS O U W
OPTION #1 OPTION #2 OPTION #3 OPTION #4 LAP SPLICE UPPER PLY LAP OVER HEADERS EDGE NAILING FIELD NAILING
SHEATHED WALL TIE-IN TO EXTERIOR WALL - TRUSS/JOISTS WHERE POSSIBLE. 23/32" 6" o/c 6" ojC O
SHEATHED WALL TIE-IN TO ADJACENT TRUSSES SHEATHED WALL TIE-IN TO CONTINUOUS _ - - rn
PARAI I..EL EACH SIDE TRUSSES PERPENDICULAR TO SHEATHED WALL TRUSS DIRECTLY ABOVE WALL PARALLEL TO WALL UJ m
----••�� W U J
J w
B FRD SHEATHED WALL TIE-IN DETAILS (FLOOR TRUSSES) K/FRD TYPICAL WALL SECTIONS U U
/ - Ul
012"
12" - 1
2x8 #2 SYP RIDGE. NAIL RIDGE ENDS TO COMMON TRUSS & TRUSS TOP rrnn ` /
�� IF DISTANCE FROM SUB uJ � -
VINYL CEILING OVER 1x4 #2 SYP OR 2x4 #2 SPF CHORD OR BLOCKING w/ (3).13W" TOENAILS. 12 1 2x6 #2 SYP BRACE. LOCATE @ PEAK, BLOCK ALL PANEL EDGES AND FASTEN ROOF FASCIA TO 1st OUTLOOKER W ul �(
�1 RATED BRACE TOP CHORD OF TRUSSES BELOW OVE.RFRAMING w/ SHEATHING w/ 8d RING -SHANK NAILS @ 4" EXCEEDS 32" DOUBLE 1st u,
PURLINS SPACED AT 12 o/c AND ATTACHED WITH (2) 4'EACH SIDE OF PEAK, AND 6'o/c n '° IN TRUSS. 1x4 SYP PURLINS @ MIN. SPACING DESIGNATED ON TRUSS o/c WITHIN 4'OF END OF GABLE RAKE. OUTLOOKER ONLY. WL -Z.131x3 NAILS TO EACH INTERSECT G ITHEREAFTER. BRACETOATTACHTOENGINEERING wj (2) 8d NAILS PER INTERSEI l ING TOP pRD. LAP SPLICES MIN. 2 TRUSSES. MID -PT OF BLOCKING EACH END. 2x4 #2 SYP OUTL00KERS @ 24" o/c � ""1CHO O 2"ADD 2x4 #2 SYP T -BRACE TO ANY (MAX RAKE = 24 o/c). FASTEN ,(0 BRACE GREATER THAN 9'IN LENGTH ��MIN. 3/8" SHEATHING w/ 6" EDGE 12" FIELD 8d NAILING. #2 SPF CRIPPLES @ 4'o/c PER OUTLOOKERS TO FIRST FULL HEIGHTBLOCK ALL UNSUPPORTED PANEL EDGES. SCHEDULE BELOIN. ATTACH TO NAILS w/ .131x3" NAILS @ 6" o/c. TRUSS w/ (3).13W" TOENAILS. ADD _. '' nn Lr9n
2x BLOCKING BETWEEN ALL I W U
PSHEATHH RAFTER w/ (3).13W" NAILS. 2
I I SOLID SAWN (SYP) HEADERS OUTLOOKERS ABOVE TOP I
" 2x6 #2 SYP F 10d COMMONS. I PLATE/CHORD TOENAILED @ 6" o/c.
I I CEILING PER O MIN. w/ 3j8 SHEATHING w/ 6 EDGE 12 FIELD 8d CRIPPLE MAX HT. 2ply/3piy 2x- (2) ROWS 0
OPTION 10R 2, NAILING. BLOCK ALL UNSUPPORTED PANEL EDGES. RAFTERS @
i I UNLESS NOTED ELEVATION VIEW
ATTACH BLOCKING TO TOP OF EXTERIOR WALL TOP PLATE 24" o/c. 2x4 - 6 -3 SCL LUMBER (LSL LVL PSL) L
OTHERWISE ON $� TO PORCH HDR w/ .131x3" NAILS @ 6"o/c . 2x4 w/ 1x4 "T" BRACE 9'-10" - --
ALAN N-AT"TACHI#2
w/ x4 "T" BRACE 11'-2" 2ply/3ply 1-3/4" (DEPTHS UP TO 11-7/8") - (2) ROWS OF 12d NAILS.
2ply/3piy 1-3/4" (DEPTHS 14" AND GREATER) - (3) ROWS OF 12d NAILS. I i I I I I I I I I LL ® ...I
SPF "T" BRACE TO CRIPPLE „ " _ „ I I I 1 I i SLOPE TOP PLATE I I
PORCH SHEATHING DETAILS w/ .131x3" NAILS @ 4" o/c. 2ply 3-1/2 OR 4ply 1-3/4 (2) ROWS OF 1/2 BOLTS. 2x4 #2 SYP BLOCKING @ I I i i I i OUTLOOK RTO TOP TO MATCH ROOF I I I I Q -1 L1- Q LL
- 11 I
BRACE LEG ATTACHED TO I l I PITCH. I !
SEE DETAIL J/FRD E/FRD B M/HDR CONNECTION DETAIL TOP CHORD w/ (3) i i 1 CHORD/TOP PLATE.
PORCH HEADER PORCH HEADER OR DETAIL 6/TDD. 4o/c MA (3) .131x3 TOENAILS @ 1 I I I I I I ! I
' CRIPPLE TO TOP CHORD .131x3 NAILS. PRIOR VERSION DATES
I I I I { I I I GABLE END TRUSS I I I I I I I I
PER PLAN OR BLOCKING BELOW. OPTION 1 I i i I I I BRACED AS SPECIFIED
PER PLAN
POCKET PORCH I I _
HEADER INTO (1) SPH @LOWER BY DELEGATED TRUSS I I
II II II II II II it
NOTCH PORCH HEADER i WALL AS SHOWN. (3).13W" TOP PLATE TO i i i i i I ENGINEERING.
TOENAILS @ DOUBLE END I I I I I
3" AROUND TOP PLATE __ _ I I I I I ATTACH BOTTOM I I I I I
AND POCKET INTO RAFTER TO 2ply POST. I I I I I I CHORD TO TOP
WALL AS SHOWN. SUPPORT PORCH 2x4#2 SYP ���PLATE w/ .131x3"
---------� T
VALLEY NAILER
HEADER w/ (1) 2x PER ROOF TRUSS TOENAILS @ 6" o/c. NOTE: OUTLOOKERS/BLOCKING MAY
SUPPORT PORCH PORCH HEADER PLY. TOP CHORDS. ATTACHED TO 2x6 #2 SYP FLAT BLOCKING @ BE OMITTED PROVIDED A FULL HEIGHT DESIGNED BY: BAM
HEADER w/ (1) 2x PER ALL ATTACH LOWER TOP OPTION 2 BRACE LEG. ATTACH TO EACH
HEADER PLY. INTERSECTING PLATE TO ADJACENT (1) CS18 HORIZ. @ FAMED ST BALLOON GABLE END TRUSS IS PROVIDED OR
PORCH HE TRUSS BOTTOM CHORDS w/ FRAMED STUDS FRAMED STUDS WALL IS FRAMED CONTINUOUS TO DRAWN BY: TPM
OPTION 1 OPTION 2 IF CRIPPLE DOES NOT BEAR DIRECTLY TRUSS TOP WALL PER OPTION 1 OR LOWER TOP PLATE TO
(NON -PLATED ABOVE TRUSS TOP CHORD, ADD 2x4 #2 CHORDS w/ (2) 2. NOT REQUIRED AT 2x #2 SYP BLOCKING IN (4) .131x3" TOENAILS. PER PLAN. PER PLAN
ROOF DECK AND THE GABLE RAKE
(PLATED PORCH HEADER) SPF BLOCKING BETWEEN ADJACENT 131x3" NAILS. CORNERS OR INTERIOR HIGHER WALL. (9) DOES NOT EXCEED 12". CHECKED BY: JRA
PORCH HEADER)
PORCH HDR /WALL INTERSECTION DETAIL TRUSS TOP CHORDS AND ATTACH w/ (3) WALLS. 10dx1-1/2" NAILS EACH
.131x3" TOE -NAILS PER END. SIDE OF JOINT. PLATFORM FRAMED OR - BALLOON FRAMED
SHEET
MING DETAIL G/FRD EXTERIOR PLATE HEIGHT BREAKS L/FRD TYPICAL GABLE END DETAIL SEEDETAIL
REQUIRE
5/TDD FOR
C/FRD PORCH DETAILS F/FRD OVERFRA STRAPPING REQUIREMENTS FRD
FOR OPENINGS > 4' SEE DETAIL CLIP TRUSS TO 2x GARAGE DOOR JAMB
HEADER PER J/FRD OR DETAIL 2/TDD. SHEATHED SIDE OF ATTACHED TO JACK/KING
PLAN CLIP TRUSS TO HEADER. POST w/ (1) ROW OF
NAIL LEAD KING STUD TO SHEATHED SIDE OF
• - - - HEADER OR TOENAIL PER HEADER. SQP� tk� NOTE: GARAGE DOOR 5/16"x3" LAG SCREWS @
IF > 16", ADD SCHEDULE BELOW (1) MTT12 OR �`� ti 24" ojc FOR OPENINGS
STUDS _ - 3" o/c 8d NAILS. STRAP @ EACH N ` TO BE ATTACHED TO UP TO WIN WIDTH AND
CRIPPLE 5 _ SQ FRAMING MEMBERS IN @ 12" o/c FOR OPENINGS
@ 16" o/c. KING TO HDR NAILING NO HORIZOINTAL CORNER OF ACCORDANCE w/
_ 3 o/c 8d NAILS. APPLICABLE UP TO 18' IN WIDTH.
JOINTS ALLOWED. CHIMNEY TO
HDR .131x3" NO HORIZONTAL RAFTER/TRUSS MANUFACTURER's
ATTACH HEAD/SILL 2x BLOCKING FOR DEPTH NAILS JOINTS ALLOWED. TOP CHORD INSTRUCTIONS.
TO JACK STUD PER ARCH WINDOWS 4" 2x4 #2 SYP BLOCKING (2) PER PLY PROJECT ENGINEER
OR 2x4 / TRUSS JAMB LAG SCREWS JESSE R. ALEXANDER
SCHEDULE. w/ (2).13W" 6" (3) PER PLY 3" o/c 8d NAILS. - BETWEEN TRUSSES BLOCKING MAY BE OMITTED FL PE #81327
NAILS/END. g'° (4) PER PLY BELOW CHIMNEY BELOW. SCAB RAFTER TO PROVIDED SCREWS o�r>i��r�uii
3 o/c 8d NAILS. WALLS w/ (4) .131x3" FASTENING GARAGE
WIDTH ATTACHMENT 10" (5) PER PLY TOP CHORD OFDOOR �� .-*c E o�
12" (6) PER PLY TOE/END NAILS AT INCREASED AN LENGTH
GARAGE DOOR ��0Q•'........
•E •••'9 ���.
0-11' (4).1310" TOENAILS FLUSH HEADER DROPPED HEADER EACH END OF TRUSS w/ .131x3 ��� •��
11'-16'
(6).13W" TOENAILS 14" (7) PER PLY BLOCKING TO TOP NAILS @ 4 o/c.
" BY 2" OR THE DEPTH OF : o 8132 :4m�
16 (8) PER PLY CHORD OF TRUSS OR ROOF TRUSS 2x4 #2 SYP SCAB: MAX OVERHANG 20" THE JAMB MATERIAL. _ =
RAFTER.
- 18" (9) PER PLY THIS DETAIL APPLIES TO ALL WINDOW/PORCH HEADERS GREATER THAN 4' iN WIDTH UNLESS THE TOP CHORDS. 2x6 #2 SYP SCAB: MAX OVERHANG 42" GARAGE DOOR BUCK. 4j
TOP PLATE IS STRAPPED TO THE HEADER PER DETAIL 2/TDD. THIS DETAIL DOES NOTAPPLYTO USE PT LUMBER IF 2x ATE O ; lrJ�
> DD CRIPPLE WALLS SUPPORTING A FLOOR SYSTEM ABOVE. � •S,•. O R I'D. -'
o NG`��;.
IF 16 , A MATERIAL. � F • ..,
STUDS @ 16" o/c. •••
ONAL
TE: WINDOWS/DOORS TO BE ATTACHED TO FRAMING J FRD HEADER DETAILiM/FRD CHIMNEY OVERFRAMING N/FRD RAFTER SCAB DETAIL P/FRD GARAGE DOOR JAMB DETAIL 1 0i1 6/1 B
H/FRD TYP. OPENING DETAIL NOMEMBERS PER MANUFACTURER'S INSTRUCTIONS. /