65FederalSt-Salem- S-4 Dwg - 122319-stamped-f-red 132x6 ® 16" 0/C STUD WALL—\
Y" PLYWOOD SHEATHING
1 5/16" V.L. RIMJOIST @
I -JOISTS (2x @ DIMENSIONAL
LUMBER)
DEPTH SHALL MATCH
FLOOR JOISTS
FINISH GRADE
TYPICAL WALL REINF.
#5 ® 18" E.W., E.F.
BLOCKING PANEL
BETWEEN JOISTS
%" T&G SUBFLOOR GLUED
AND NAILED TO JOISTS-TYP.
- 1ST FLOOR SUBFLOOR
EL. PER ARCH. DWGS.
JOIST
SEE PLAN
d.
2" CLEAR
FOUNDATION DAMPPROOFING
BELOW GRADE -
2-#5 T&B
PLASTIC WATER STOP
A
TOP OF CONC. EL. PER
FOUNDATION PLAN
2-2x6 PRESSURE TREATED
SILL ON 1/2" SILL SEAL.
BOLT TO CONC. WITH 1/2"
DIA. GALV. ANCHOR BOLTS,
15" LG. CO 4'-0" 0/C
1" RIGID INSULATION
CONCRETE FLOOR SLAB
-SEE FOUNDATION PLAN
S.O.G.
x x x EL. 57.58'
HO
°
a
MIN.
10" 10" 10"
/
2'-6" MIN.
/
1" RIGID INSULATION
DRAINAGE PIPES
DESIGNED BY OTHERS
4 - #5 CONTINUOUS
GALVANIZED ANCHOR BOLTS SHALL BE SUPPLIED AND INSTALLED BY THE
FOUNDATION CONTRACTOR - TYPICAL
DETAIL SIMILAR IF 2x OR OPEN WEB JOISTS ARE USED
TYPICAL FOUNDATION WALL SECTION
SCALE: 3/4" = 1'-0"
PROPOSED RENOVATION 8c ADDITION
65 FEDERAL STREET . SALEM, MASSACHUSETTS
OWNER: 65 FEDERAL STREET LLC
(2) #4's CONT.
10" C.M.U. (NORMAL WT.). FULLY GROUT
ALL CELLS. LOW LIFT GROUTING. 2,000
psl GROUT MIN. TYPE M ORS MORTAR.
Co
#4's @ 1 G".
#4 11OR. TOP, BOTTOM . MIDDLE.
PROVIDE CORNER BARS. DOWEL
TO INTERSECTING FOUNDATIONS.
ZE I
#4 DOWELS @ I G" (32" x 10").
9
0E 1 / CONCRETE FOOTING.
PORCH FOUND. WELL DETAIL
APPROX. SCALE: 1/2" = 1'-0"
DAIGL_E ENGINEERS, INC
STRUCTURAL_ ENGINEERING
1 EAST RIVER PLACE
METHUEN, MA 01844-3818
978-682-1748
NOTE I:
NOTE 2:
NOTE 3:
NOTE 4:
SHEAR WALL LEGEND
"WB-U" - PLYWOOD BRACED WALL (UNBLOCKED).
- 1' PLYWOOD SHEATHING ONE SIDE.
-111 G.W.B. SHEATHING ONE SIDE.
- G" EDGE FASTENER SPACING.
- I 2" FIELD STUD FASTENER SPACING.
8d COMMON NAILS FOR PLYWOOD FASTENERS.
- NO. G TYPE S OR W DRYWALL SCREWS x 14".
"GB-B" - GYP5UM BRACED WALL (BLOCKED).
- 1' G.W.B. SHEATHING EACH SIDE.
- 7" EDGE FASTENER SPACING. BLOCK ALL SHEATHING EDGES.
- I 2" FIELD STUD FASTENER SPACING.
5d OR WALLBOARD NAILS.
"WB-B" - PLYWOOD BRACED WALL (BLOCKED).
- z' PLYWOOD SHEATHING ONE SIDE.
- G.W.B. SHEATHING ONE SIDE.
- G" EDGE FASTENER SPACING. BLOCK ALL SHEATHING EDGES.
- 1 2" MELD STUD FASTENER SPACING.
8d COMMON NAILS FOR PLYWOOD FASTENERS.
NO. G TYPE OR W DRYWALL SCREWS x l 41
.
WO-B-(S" - PLYWOOD BRACED WALL EACr15IDD (5LOCK.W).
- 1' PLYWOOD SHEATHING EACH SIDE.
- 2' G.W.B. SHEATHING OVER PLYWOOD AS DESIRED FOR FINISH WALL.
- G" EDGE FASTENER SPACING. BLOCK ALL SHEATHING EDGES.
- 1 2" FIELD STUD FASTENER SPACING.
8d COMMON NAILS FOR PLYWOOD FASTENERS.
- NO. G TYPE S OR W DRYWALL SCREWS x
SHEATHING MAY BE INSTALLED VERTICALLY TO MINIMIZE BLOCKING.
STUDS MAY DE 2x4 OR 2xG PER ARCHITECT'S WALL TYPE.
BLOCKING SHALL BE 2x4 OR 2xG TO MATCH STUD SIZE.
SEE FRAMING PLANS FOR LOCATIONS. SEE FRAMING PLANS,
SECTIONS, DETAILS, GENERAL NOTES, ETC. FOR IOLDOWNS,
CONNECTORS, STRAPS, ANCHORS, ETC.
STRUCTURAL DETAILS
oA43o�FNo. UCTRA PVI�sCSTEENELRI%d044.
SCALE : AS NOTED
DATE : 23 DEC 2019
co
Z
0
co
W
cc
JOB* : J 2OI9—O3
SHEET *
S-4