A7-12-23-20193/4" FIN FLRG ON
3/4" SUBFLRG
1ST FIN FLOOR
(STEP UP FROM
EXISTING FLOOR)
GWB CEILING ON STRAPPING
*FRTW = FIRE—RETARD/,NT
TREATED WOOD
FIN.FLOOR'G SYSTEM
6" COMPACTED
CRUSHED
STONE
Cf
BARRIER
PERF. PERIMETER DRAIN
CONNECT TO SUMP PIT
co
1
FRTW FRAM'G*
2x12
A PT 2x6 PLATE
TUT WASHERS-
W/SIMPSON
BPS 1/2-3
BEARING
PLATES
1/2" GWB ON
1-1/2 " PT
FURRING (TYP)
CONC SLAB
-J
• L
• c
La
2" (R-10) RIGID ° °
INSULATION
v v
LSTA36 STRAF EVERY OTHER
STUD. FULLY I.AP W/ (6) 2x6 SOLE PL.
I -LASHING
1 /4"x 8'SDS •;CREWS CO 8' STAGGERED
(BEYOND)
ASSUMED
FINISH
GRADE —
EXISTING GRADE
MAKE GRADE
CHANGE W/
STONE RETAINING
WALL (BEYOND)
QUIKRETE FOAM (COATING
PROTECTIVE INSULATION
COVER TO 8"
BELOW GRADE
(TYP)
3'- 6"
ETAL 01 — TV
EW FO,\DATO
FOUND+TION WATER—
PROOFING & RIGID INSULATION
E PROPERTY
►' LINE @ SOUTH WALL
CA\L
\ SECTO
NOTE: SEE STRUCTURAL DWGS FOR
STRUCTURAL DESIGN
PROPOSED RENOVATION & ADDITION
65 FEDERAL STREET . SALEM, MASSACHUSETTS
OWNER: 65 FEDERAL STREET LLC
EF Thomas Mayo Associates/
gill Architects & Urban Designers
DAIGLE ENGINEERS, INC
STRUCTURAL ENGINEERING
I EAST RIVER PLACE
METHUEN, MA 01844-3818
978-882-1748
c
II II — 71 II.
EXIST'G SILL BM.
FJA ANCHOR
@ 4'+/- (TYP)
•
a
VALLLEY BEAM
ALIGN W/ EXISTING
ROOF RIDGE
EXISTING HOUSE TO REMAIN
WHEN JOISTS ARE PARALLEL
1
PROVIDE 2x8j0 w,LML2FL — — — —
EA. END
v
PROPOSED EXISTG BLDG NEN
-SLAB-FLOOR-LEVEL 1
UNDERPIN EXISTG FOUNDATION WALL (TYP)
2 CENTRAL STREET
IPSWICH,
MASSACHUSETTS 01938
OFFICE: (978) 356-1440
MOBILE: (978) 500-0620
WEBSITE: TMAYO-ARCHITECTS.COM
-[1
— — — — — I
11!
EXISTING & NEW
STAIR NELL
—SOLID BLK'G-
I
— 2x10
W 2
—EXISTING 3RD
FIN FLOOR LEVEL
EXISTG CHIMNEY
EXISTING 2ND
FIN FLOOR LEVEL
W 3
EXISTING 1ST
FIN FLOOR LEVEL
W-5
RIDGE BEAMS
(SEE FRAMING PLANS)
2x10
EXIST"G JOISTS
1-HR FIRE -RATED/ SOUND
RATED ASSEMBLY
W-5
2'-
N
I
— 9-1/2"
I JOISTS
(TW)
W
W-6
LVL BEAM
H2.5A HURRICANE TIE (TYP)
00
1
V-6
V
'H----
1-HR FIRE-RATED/SOUND RATED ASSEMBLY
9-1 /2'
I JOISTS
(TYP) z
V
i
i
2x' 2 JOIS-S
_ HALF
WALL
6" I]
MIN. (TYP)
9 LI\C SECTIO\ A3
2
3
4
8 1 SCALE IN FEET
161
BUILDING SECTION
WEB STIFFENER
W/ H2.5A TIE
EACH JOIST
i
PROPOSED N!W ADDITION
V
4" CONC. SLAB FLOOR-T
1r
W-6 H
— --
V
2x JOISTS
W/ PLYWD
SHEATHING
FASTEN PLATE TO EACH JOIST
W/ (2) 1 /4"x 3-1 /2" SDS SCREWS
LSTA24 STRAP EA. SIDE OF REAR WINDOWS
& @ CORNERS
BCI RIM JOIST@ 1-5/16"x 9-1/2" V.L.
CANTILEVER FL. FRM'G
BLOCK'G (TYP)
GRANITE LANDINQ&
GRANITE STEPS 6" COMP.
CRUSHED STONE
PROPERTY
LINE
SCALE : AS NOTED
DATE : 23 DEC 2019
JOB* : J 2OI9-O3
SHEET * :