D4240-1st Fl Frmng-REV 1-050420FEDERAL STREET
EXIST. BRICK/ STONE
FOUND. WALL - TYP.
EXIST. WINDOW - TYP. U.O.N.
EXIST. 6 2" SQ. SILL BEAM.
EXIST. BRICK
PIER.
FOUND. INFILL.
PROVIDE DAL JOIbT
@ POST ABOVE.
ML28Z CLIPS
WHERE REQ'D
- TYP.
EXIST. FIRST FLOOR
JOISTS - TYP.
REINF. EXIST. NOTCHED
BEAMS W/(I) I 94" V.L.
FJA ANCHORS @ 4 FT.
SEE FOUND. PLAN—i
11
z//'
L
EXIST. FIRST _
FLOOR JOISTS
UP
,r
ALL BASEMENT
WALLS ARE NEW.
SEE ARCH. DWGS.
WHEN JOISTS ARE PARALLEL W/
FOUND., PROVIDE (2)2x8 BLOCKING
W/ ML26Z CLIPS EA. END.
FIRST FLOOR FRAMING PLAN
APPROX. SCALE: 1/4" =
(BASEMENT PLAN BELOW)
CALLED
NORTH
POST ABOVE
SISTER SILL BEAM W/ (I )
14' x 9 4' VL. SCREW
THROUGHOUT.
EXIST. BEAMS 5 8" x
8 2" ± DEEP - TYP.
_ EXIST. FIRST FLOOR
JOISTS I a"x82"@ 15"±
EXIST. BRICK PIERS.
3 /2" LALLY W/ STD PL'sT$B.
ALIGN W/ POST ABOVE
AVOID CUTTING
EXIST. BEAM
FOR NEW STAIR.
EXIST. CHIMNEY/
CORBEL.
UP
n
EXIST. BEAM
EXIST.
BRICK
I* hD2 ABOVE
EXISTING
CHIMNEY
ML28Z CLIPS
WHERE REQ'D EXIST. BEAM
- TYP.
(3) 14'x94'V.L.
LALLY ABOVE
I* HD2
ABOVE
PIER.
CARRY POST
DOWN.
'\1* hD2
\ POST ABOVE
hD2
EXIST. 62"x62'±—.-1
SILL BEAM.
EXIST. FIRST
FLOOR JOISTS
LU21OR-18
WHERE REQ'D.
3 /2" LAI YJ /
STD- sT$B�
I* hD2
EXI5
BEAM
1
*HD2
CREATE POCKET FOR
NEW CHANNEL AS REQ'D.
(2) 2x8
NEW FOUND.
WALLS.
NEW 2x8 @ 1 6"
FLOOR JOISTS
VW—
LU526 HANGERS - TYP.
I LL EXIST. FLOOR
OPENING W/ 2x8's @ 16".
hD2
L PROPOSED a
3 2" LALLY. CENTER W/ C9 WEB.
PROVIDE SPRINGFIELD FL's.
REAR AD P T
hD2
(2) 14"x94'V.L.
W FOUND.
ALLS.
(2) 2x8
i
b J v
NOTCH BEAM $
BEAR ON SILL.
I* hD2
INFILL EXIST. STAIR
OPENING W/ 2x8's @ 16".
SEE SECOND FL. FRAMING
HOLDOWN NOTES - TYP.
x
N
N
EXIST. JOISTS (I 8" x
8 2' @ 16" ±).
EXIST. OR NEW FRAMING.
CONDITIONS VARY.
EXIST. STUD WALL.
3 3/4"
NEW HANGERS - TYP.
NEW CONT. KD OR
LVL. SECURELY NAIL $
SCREW IN PLACE.
12
EXIST. STUD WALL.
3"
NEW HANGERS - TYP.
a" 0 A307 Th RU-BOLTS @
10" O.C. COORD. TO
AVOID JOIST CONN'S.
NEW JOISTS (2x8 @ 16")•
CONT. 2x8
NEW C9 STEEL
CHANNEL.
BEAM DETAIL
APPROX. SCALE: 1" = 1'-0"
5-4-2020
NEW CONT. KD OR
LVL. SECURELY NAIL $
SCREW IN PLACE.
13
a" O A307 Th RU-BOLTS @ 10"
0.C. ±. COORD. TO AVOID
CONFLICTING FRAMING CONN'S.
NEW JOISTS (2x8 @ 16")
(2) 14' x 9 4' LVL. RIP
DOWN TO EXIST. JOIST
DEPTH IF REQ'D (8 2" ±).
BEAM DETAIL
APPROX. SCALE: 1" = 1'-0"
5-4-2020