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I
10N
OF
HEADER
SUPPORTING ROOF, ONLY
MAX. LENGTH
MAL,
7'-1
HI
WITA
X 4'S
-0
N A
A8*16"
lOUS
SPHA
A
ISH
ON
NIA
2-
P.C.
FOOTING
8,-0
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2 -
2
14'_0• :.
4•_0• 4'_p• :
:. 5'-4- '-
6,-8•
6'_p-:'. ,`..
.: 20•-0"
I
BUILT-UP CORNER STUDS.
"
1110 ® 24"
O.C.
RAFTERS RIDGE, VALLEY OR HIP RAFTERS 4-16D
RAFTER TIES TO RAFTERS
' -3- BD
4" SUBFLOOR TO JOIST
-8D ® 6
O.C. -
SUBFLOOR TO JOISTS INTERMEDIATE
8D'® 12'
Q.C.
t 2' SHEATHING TO STUDS EDGES
8D F9 6
O.C.
SHEATHING :TO .STUDS INTERMEDIATE
80.'®`12
Q.C.
1/2- SHEA HING.TO STUDS JGABLE WALL
I 8D .® 6
O.C.
1,0
CONC. FILLED SONOTU8E
3 P,
2
8'S
W00
BEA
4'
0" MIN. BELOW GRADE
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EDGE OF DECK ABOVE
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! LOCATIONP.T.
2 x 8'S 16. O.C.
:
MAY VARY
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TOP1OF
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PLU5WING CHAI L` RS FL OR FR MIN 2 'S C.
AC ACPAT
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'DOUBLE' STS UNDER ALL 'PARTITIONS 'AS REQUIRED
7. ATTIC SPACE TO BE VENTED AS PER .STATE BUILDING. CODE
8. ALL CONCRETE TO BE,'2500 PSI MIN.
9. THE DESIGNER :ASSUMES ` NO'RESPONS(91LITY i`OR"THE CONSTRUCTION,,
THE OWNER ANO ;'CONTRACTOR: SHALL COMPLY WITH ALL RULES "AND
REGULATIONS IN THE MA. STATE BUILDING CODE 'AND : LOCAL 'REGULAtIONS.
B" PIOURE
MEMBERS
CO
C. F
NDA
10N
OF
HEADER
SUPPORTING ROOF, ONLY
MAX. LENGTH
MAL,
7'-1
HI
WITA
X 4'S
-0
N A
A8*16"
lOUS
SPHA
A
ISH
ON
NIA
2-
P.C.
FOOTING
8,-0
P,)
" RC SLA W/ . IBER ESH:
:
6. .. .wvw�6.viwJJunvvnvv �w IvnVJ-niV 1VI f1LL'V VIJrJ NJ "f\LWVIRLV '"
'DOUBLE' STS UNDER ALL 'PARTITIONS 'AS REQUIRED
7. ATTIC SPACE TO BE VENTED AS PER .STATE BUILDING. CODE
8. ALL CONCRETE TO BE,'2500 PSI MIN.
9. THE DESIGNER :ASSUMES ` NO'RESPONS(91LITY i`OR"THE CONSTRUCTION,,
THE OWNER ANO ;'CONTRACTOR: SHALL COMPLY WITH ALL RULES "AND
REGULATIONS IN THE MA. STATE BUILDING CODE 'AND : LOCAL 'REGULAtIONS.
FASTENER SCHEDULE FOR
STRUCTURAL
MEMBERS
JOIST 'TO SILL OR GIRDER TOE NAIL
I 3- 8D
SIZE
OF
HEADER
SUPPORTING ROOF, ONLY
MAX. LENGTH
MAL,
SUPPORTING '1 STORY ABOVE: SUPPORTING 2 STORY ABOVE
MAX.- LENGTH MAX. LENGTH
2-
2
X 4'S
-0
N A
N A
2--2
6'S
6 -0'
4 _p
NIA
2-
2
X S S
8,-0
61-01,N/A
2 -
2
X JOS10_0
I
8-0
6_0
FASTENER SCHEDULE FOR
STRUCTURAL
MEMBERS
JOIST 'TO SILL OR GIRDER TOE NAIL
I 3- 8D
SOLE PLATE TO JOIST OR BLOCKING-
LOCKINGS
STUD
UD TO SOLE PLATE
1 2= 16D
STUD TO TOP PLATE
I 2- 16D
DOUBLE STUDS FACE NAIL
10D @ 24"O.C.
MIN.
BUILT-UP HEADER TWO PIECES NJ/
EDGE -
CEILING JOISTS TO PLATE TOE PLATE
3-:8D
CEILING JOISTS TO PARALLEL RAFTERS I
3- IOD
RAFTER TO. PLATE, IUL NAIL
I 2-16D
BUILT-UP CORNER STUDS.
"
1110 ® 24"
O.C.
RAFTERS RIDGE, VALLEY OR HIP RAFTERS 4-16D
RAFTER TIES TO RAFTERS
' -3- BD
4" SUBFLOOR TO JOIST
-8D ® 6
O.C. -
SUBFLOOR TO JOISTS INTERMEDIATE
8D'® 12'
Q.C.
t 2' SHEATHING TO STUDS EDGES
8D F9 6
O.C.
SHEATHING :TO .STUDS INTERMEDIATE
80.'®`12
Q.C.
1/2- SHEA HING.TO STUDS JGABLE WALL
I 8D .® 6
O.C.