HomeMy WebLinkAbout46 Doherty Ln plan 2ing top of plate
ing second floor prop. deck
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king top of plate
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-1 BELOW
" P.T. POST
VE EXISTING
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TING FIRST FLOOR
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POSTS
BASEI" LENT SLAB
PROPOSED SECOND FLOOR DECK
FRAMING PLA N
1 /41' = 1'-0"
PROPOSED SECOND FLOOR DECK
CROSS SECTION -A
1 /4t1 = 11-011
NENEL POST
TO MATCH EXISTING
NOTCHED AND BOLTED
TO 2-2x10 BEAM
DECKING TO MATCH
EXISTING
1
SOLID BLOCKING
ABOVE BEAT I
2x10 JOIST HANGER
2x10 P.T. DECK JOISTS 16" O.C.
EXISTING WALL
4-2-2xIC
P.T.
ALUMINUM
FLASHING
SIMPSON H2.5A EACH
EXISTING
JOIST TO BEAM
CONNECTION
2ND FLOOR
DECKING TO
MATCH EXISTING
G"x12" P.T. BEAM
P.T. 2"x10"
LEDGER
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ATTACHED
TO RIM JOIST wl
CANTILEVER
EXISTING FLOOR JOISTS
LEDGER LOK SCREWS 2-12" O.C.
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SI("IPSON BC6
EXISTING RIM JOIST
6"XG" P.T. POST
— -- P.T. 2"AW
DECK JOISTS 16" O.C.
FIELD VERIFY
EXISTING NALL
CONNECTION
PROPOSED (,"x6"
2xI0 JOIST
HANGER
P.T. POST TO
EXISTING BEAM
. .
.O.
EXISTING BEAM TO
BE VERIFIED
EXISTING POST
POST CONNECTION DETAIL
DECK
LEDGER
CONNECTION
SCALE 1 /2 = 1-0
SCALE 1 /2 = 1'-0"
THESE PLANS ARE IN COMPLIANCE WITH THE WEND ZONE REQUIREMENT
FOR 780 CMR 9th EDITION MA. STATE BUILDING CODE
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SCALE: 1A" = 1'-0"
0 12 4 8
SHEET
A.2 O1 F 2
PROJECT: DATE:
22-1040 3/28/2022