HomeMy WebLinkAbout34 glenwood st plan 8NUMBER OF
NUMBER OF
NAIL SPACING
JOINT DE5CRI!p TION
COMMON NAILS
BOX NAILS
ROOF FRAMING
BLOCKING TO RAFTER (TOE NAILED)
2-8d
2-1 Od
EACH END
RIM BAORD TO RAFTER (END NAILED)
2-1 Gd
3-1 Gd
EACH END
WALL FRAM I N G
TOP PLATES AT INTERSECTIONS (FACE NAILED)
4-1 Gd
5-1 Gd
AT JOINTS
STUD TO STUD (FACE NAILED)
2-1 Gd
2-1 Gd
24" O.C.
HEADER TO HEADER (FACE NAILED)
I Gd
I Gd
24" O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)
4-8d
4-1 Od
PER JOIST
BLOCKING TO JOIST (TOE NAILED)
2-8d
2- I Od
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)
3-1 Gd
4-1 Gd
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (TOE NAILED)
3-1 Gd
4-1 Gd
EACH JOIST
J015T ON LEDGER TO BEAM (TOE NAILED)
3-861
3- I Od
PER JOIST
BAND J015T TO JOIST (END NAILED)
3-1 Gd
4-1 Gd
PER JOIST
BAND J015T TO SILL OR TOP PLATE (TOE NAILED)
2-1 Gd
3-1 Gd
PER FOOT
ROOF 5HEATHING
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO I G" O.C.
8d
10d
G" EDGE / G" FIELD
RAFTERS OR TRU55E5 SPACED OVER I G" O.C.
8d
I Od
4" EDGE ! G" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG
8d
I Od
G" EDGE / G" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL OUTLOOKERS
8d
I Od
G" EDGE / G" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS
8d
I Od
4" EDGE J 4" FIELD
CEILING 5HEATHING
GYPSUM WALLBOARD
5d COOLERS
7" EDGE / 10" FIELD
WALL 5HEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C.
861
I Od
G" EDGE / 12" FIELD
112" AND 25/32" FIBERBOARD PANELS
8d
-
3" EDGE / G" FIELD
1 /2" GYPSUM WALLBOARD
5d COOLERS
-
7" EDGE / 10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
I " OR LESS
8d
I Od
G" EDGE / I" FIELD
GREATER THAN I "
I Od
I Gd
G" EDGE / G" FI ELD
(3) 2X HEADER
5IMP50N BC52-3/G
P05T CAP
GXG P.T. P05T
51MP50N ABUGG
POST BASE
III -
10" DIAMETER
50NO TUBES 4'-0" MIN.
BELOW GRADE
TYPICAL SIMPSON POST ANCHORS,
& POST CAPS @ SCREEN PORCH
-TER 0 16" O.C.
i 0 EA. RAFTER
TOP PLATE
ARAFTER TO PLATE CONNECTION
SCALE: N.T.S.
2/ 2X12 RIDGE
=:
j -1=� E
1/ 1 3/4" X 11 7/8" LVL
IL�= 1_I J1
1/ 1 3/4" X 11 7/8" LVL
W/ 1 X8 TIE, UNDER RIDGE
W/ 1 X8 TIE, UNDER RIDGE
SEE FRAMING A, SHT A7
1 2
SEE FRAMING A, SHT A7
ROOF CONSTRUCTION:
9.25
2X8 RANTERS @ I G" O.C.
F
W/ I/2" CDX SHEATHING
LINE
R
POLA
ARCHITECTURAL SHINGLES
OVER 1 5# FELT PAPER
!
2X8
RAF
RS
16" O.
H2.5 CLIPS (TYP.)
TOP PLATE
WDW HDR
2X8 CEILING J5T5. @ I G" O.C.
z
PROP05ED
t=
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PROPOSED
M BATH
o
M. BEDROOM
i
WALL CONSTRUCTION:
�
�
2XG EXT WALL FRAMING
z
2"
2 PIECES D-4" 2 ROWS OF 16D NAILS 0 12" O.C.
2.,
2"
3 PIECES D-4" 2 ROWS OF 1/2" DIAM BOLTS 0 12" O.C.
TYPICAL LVL BOLTING/NAILING
@ MULTI 1 3/4" BEAMS
@--BI
DGE BAND STRAP
SC--
CN.T.S.
STRAP OVER THE BEAM
LSTA 0 EA. RAFTER
RIDGE BEAM
NOTE:
RIDGE STRAPS ARE NOT REQUIRED
WHEN COLLAR TIES OF NOMINAL tx6
OR 2x4 LUMBER ARE LOCATED IN THE
UPPER THIRD OF THE ATTIC SPACE
AND ATTACHED TO RAFTERS USING
(5)10d NAILS EACH END
W/ 112" CDX SHEATHING --,�
W/ TYVEK HOUSE WRAP c
2X10 FLR JSTS. @ 16" O.C.
SECOND FLR
_ LVL-
(3) 1 3/4" x 9 1/4" LVL HDR —I
(WALL TO WALL) PROP05ED
i
GARAGE
I
EXISTING FIRST FLR
4" CONC. SLAB
I
FOUNDATION CONSTRUCTION:
8" THICK X 3'-10" HIGH CONG.
FOUNDATION WALLS W/ 5/8"
ANCHOR BOLTS SPACED @ 32" O.C.
ON P-4" X 10" CONT. KEYED CONIC.
FTG. BITUMINOUS DAMPROONNG
BELOW GRADE
1/2" CDX SHEATHII
28'-0"
0
m
HANGERS
5'-0'I
I
i
PROPOSED
SECTION @ GARAGE / MBR
1 /4"
NTINUOUS HEADER
MULTIPLE OPENINGS
NAIL 8d COMMON 7
`EXTEND
HEADER
NAILS ®3" O.C.
TO KING STUD
NAIL TOP PLATE
TO BTM. OF HDR.
2— 5/8" ANCHOR BOLTS -
2 ROWS 16d NAILS
w/ 3 x3" PLATE WASHERS
0 3" O.C.
OPENING
FOUNDATION
Q
d
a
DCNARROW WALL BRACING
SCALE: N.T.S.
RAILING CONSTRUCTION:
4XG POSTS, PADDED TO 12"
WI PLYWD. * SHINGLE SIDING
I X5 AZEK TOP RAIL W/ CAP
ROOF DECK CONSTRUCTION:
IXG TREX (OR EQUAL) DECKING
OVER I XG SLEEPERS ON
RUBBER MEMBRANE ROOFING
OVER 3/4" CDX PLYWOOD SHEATHING
ON DECK JOISTS, CUT TO
1/8" SLOPE TO OUTSIDE WALL
P.T. 2X10 DECK JOISTS @ 16" O.C.
WDW HDR
WALL CONSTRUCTION:
2XG EXT. WALL FRAMING
W/ 112" CDX SHEATHING
W/ TYVEK HOUSE WRAP
(2) 2XG P.T. SILL (TYP)
(2) #5 BARS TOP $ BOT. OF WALL
(2) #5 BARS IN
TOP OF FOOTING
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING V5
PROP05ED CONDITIONS PRIOR TO AND DURING
CONSTRUCTION AND MAKE MODIFICATIONS A5
NECE55ARY TO PROVIDE COMPLIANCE WITH
DESIGN PARAMETERS A5 ILLUSTRATED.
NOTE: THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE NINTH EDITION / 140 MPH WIND ZONE
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DATE: 10 /14 / 22
SCALE: AS NOTED
DRAWING #:
A8-8