HomeMy WebLinkAbout103 River St plan 11m
2-%' END
D15TANCE
IT•1
BEAM AND
' STRAP
LSTA @ EACH RAFTER
RIDGE BEAR
NOTE1
RIDGE STRAPS ARE NOT
REQUIRED WHEN COLLAR.
TIES OF NOMINAL Ixb OR
2X4 LUMBER ARE LOOTED
IN THE UPPER TPIRD OF
THE ATTIC _$ PACE AND
ATT,ACWED TO RAFTERS
USING (5) ;OD NAILS @
EACI4 END
1 RIDGE
V / vvfvv11 1w I I ♦vv . vv
7. ALL CONCRETE WORK SHALL FOLLOW AMERICAN
CONCRETE GUIDELINES
ACI 305 HOT WEATHER GUIDELINES
ACI 306R-16 COLD WEATHER GUIDELINES
FIRST FLOOR FRAMING
@ I(V
A.
ATE
RAFTER TO PLATE CONNECTION
SCALE: N.T.S.
Project:
DATE:
j 103 River South Yarmouth MA
Feb.-21-23
Owner:
The Hearn's
Architect: Sangiolo Associates Architects �k of
www.sangioloassociates.com I D
617 272 5402
LK IN
Structural: A 2-2' w
e
`ass/per`
Drawing: FIRST FLOOR FRAMING
1
PLAN
PERMIT DRAWINGS
1/2' CDX 544EATHI
CONTINUOUS HEADER
@ MULTIPLE OPENINGS
NAIL Sd COMMON \--c-XTEND IIEAI?Ei2
NAILS @ 3' O. TO ICING STUD
NAIL TOP PLATE
2- 5/84 ANCHOR BOLTS TO BTM. OF HDR.
w/ 3'x3' PLAT E WASWER3 2 ROWS 16d NAILS
@ 3" O.G.
OPENING
FOUNDATI
SHEAR WALL
STEELE
3/8" STIFFENER PLATES.
EACH SIDE OF BEAM
TI IQC f`(V I MAKI
AT FOUNDATION CORNERS
FIRST FLOOR
2-3/8" LAG BOLT
*
2" EMBEDMENT
MICROLAM BEAM
MICROLAM
BEAM
4X4X3/8"
STEELANGLE
-
WELD ALLAROUND
rc{"`
151
TYPICAL WHERE SHOWN
STEELTUBE
STEEL
CO.
WOOD
BEAM
WOOD SOLE
5"X10"X5/8" STEEL CAP
WELD ALL AROUND
-CONC. FLOOR SLAB
10"X10"X3/4" STEEL BASEPLATE
W/ 3/4" J ANCHORS
------------
------NON SHRINK GROUT