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EXISTING HOUSE PROPOSED SECOND FLOOR ADDITION
NAILING SCHEDULE
NUMBER OF
NUMBER OF
NAIL SPACING
JOINT DESCRIPTION
coMMON NAI S
BOX NAILS
ROOF FRAMING
BLOCKING TO RAFTER QOE NAILED)
2-Ed.
2-10d.
EACH END
RIM BOARD TO RAFTER (END NAILED
2-1 Gd
3- Cd
EACH END
WALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE NAILED)
4- I Gd
5- I Gd
AT JOINTS
STUD TO STUD (FACE NAILED)
2-1 QI
2-1 Gd
24" O.C.
HEADER TO HEADER (FACE NAILED)
I Gd
I Gd
24" O.C. ALONG EDGES
FLOOR FRAMING
J015T TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-8d
4-1 Od
PER J015T
BLOCKING TO J015T (TOE NAILED)
2-8d
2-1 Od
EACH END
BLOCKING TO SILL OR TOP PLATE(TOE NAILED)
3-1 Cd
4-1 Cd
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER(FAGE NAILED)
3-1 Gd
4-1 Cd
EACH J015T
JOIST ON LEDGER TO BEAM(TOE NAILED)
3-8d
3-1 Od
PER JOIST
BAND JOIST TO J015T (END NAILED)
3- Gd
4- 1 Gd
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED)
2- I GD
3-1 Gd
PER FOOT
ROOF 5HEATMING
WOOD STRUCTURAL PANELS
RAFTER5 OR TRUSSES SPACED UP TO 16 O.C.
ad
I ON
C" EDGE/0' FIELD
RAFTERS OR TRU55ES 5PACED OVER 16 O.C.
86
1 Od
4" EDGE10 FIELD
GABLE ENDWALL RAKE OR RAKE TRU55 wA GABLE OVERHANG
ad
I Od
G' EDGEG" FIELD
GABLE ENDWALL RAKE OR RAKE TRU55 w/ STRUCTURAL
8d
1014
C" EDGE/C" FIELD
OUTLOOKER5
GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS
8d
I Od
4" EDGE/4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD
5d COOLERS
-
7" EDGE/ 1 O" FIELD
WALL 5HEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C.
8d
I Od
G' EDGE/ I 2"FIELD
yy" AND 2%2" FIBERBOARD PANELS
8d
-
3°.EDGE/0 FIELD
)�2" GYPSUM WALLBOARD
511 COOLERS
-
7" EDGE 1011 FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
I" OR LESS
Ed
Od
6" EDGE/ "FIELD
GREATER THAN I"
I Od
Gd
G" EDGEG" FIELD
MS
ROOF FRAMING PLAN
1 /4 = 1'-0"
EXISTING WALLS
E NEW WALLS
OOD SUBFLOOR
ATE
16" O.C.
FLOOR TO FLOOR CONNECTION
SCALE: N.T.S.
EXISTING HOUSE
PROPOSED SECOND FLOOR ADDITION
S1
A2
1 /4" = 1'-0" _
EXISTING WALLS
NEW WALLS
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LSTA EA. RAFTER
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NOTE:
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RIDGE STRAPS ARE NOT REQUIRED
d
1=
WHEN COLLAR TIES OF NOMINAL tx6
OR 2x4 LUMBER ARE LOCATED IN THE
UPPER THIRD OF THE ATTIC SPACE
DATE:
12 /
15 ! 2021
AND ATTACHED TO RAFTERS USING
5)10d NAILS EACH END
RAFTER TO PLATE CONNECTION B RIDGE BAND STRAP SCALE: AS NOTED
SCALE: N.T.S.
SCALE: N.T.S.
DRAWING #:
A4 = 4
THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE 9th EDITION/ 140 MPH WIND ZONE