HomeMy WebLinkAbout24 Charles St plan foundation 228'-0"± 9'-011±
12'-3"± 3'-6" DOOR 12'-3"±
OPENING 7'-0"1
r T/FTG. T/FTG. T/FTG. -------- — — —
EL.=16.25' — EL.=14.25'—EL.=12.25' co
F-1------ ---- T/WALL — --- —�
1'-9"±
BASEMENT WINDOW PER ARCH.
(SEE DETAIL 7/ST3)
26'-O"±
12'-0"±
STEP IN FND. WALL
— --(SEE DETAIL 7/ST3) —
EL.=22.08'20
I -
N— — — — — — — —
—�_-------- BEAM POCKET
--- -- m ti J o I (SEE DETAIL 4/ST3)
Q M
7'-0"
J
J Lo
>N
II
II
1
O N I
fn jV jV I
F
e- ►- J H -1 f- J
m w l W W
m
HW JLo
U)g T/WALL
F
I�
I
X m EL.=13.50'1
OCn
a z
N
+I
u- z O -'
ER -i
w
2x6 FRAMED WALL
o w I
I~
+I
ABOVE FOUNDATION.
U) w z w L— !-
I
I SEE ARCH. PLANS
ocn OW
I
o I
I I
w I I 20'-4' ±
12" 0 SONOTUBE ON A _ _ T/SONOTUBE L
I I
36"x36" PAD FOOTING I I — — — — —
(SEE DETAIL 3/ST3) I I EL.=19.83' (TYP.) I I _
3-1/2" O.D. SCH. 40
STEEL COLUMN
re is, I I I q I I ( (SEE DETAIL 8/ST3)
L —1 I N L — — — — — — J BEAM POCKET
I, F- I APPROXIMATE (SEE DETAIL 4/ST3)
I m 00 m 00 1 I LAYOUT OF STAIRS 3 -1 0± 36"x36" PAD FOOTING
(SEE ARCHITECTURAL PLANS) (SEE DETAIL 8/ST3) re is,
J J
L) a- U a CONTRACTOR TO VERIFY w w�
~ co �_ °° I PLATE ELEVATIONS BETWEEN j
FL F a Q Q 2x6 FRAMED WALL
MUDROOM AND GARAGE N W T /SLAB M u.I
AND ADD A FOUNDATION o m EL.=12.75' o coABOVE FOUNDATION.
1 I SHELF HERE AS REQUIRED. SEE ARCH. PLANS
L — — —1 ( 12'-8"
J m ul N J m �, J ti I I I 3'-0" STRIP FOOTING
Q g o Q o N Q I (SEE PLAN A/ST1)
N `� ° cn N �' ° I — — _ — — — — T / WALL BEAM POCKET
�w-----Hw _--_1-w__— F-w _ 1--w _ 8" FOUNDATION WALL
-
- — — — — — — J EL.-21.75' I (SEE DETAIL 4/ST3)
J -- -----� --- I (SEE DETAIL1/ST3)
Ap-
------ _
-------- ----� ---— — — — — — — J o I ST3
T / FTG. T /FTG. --- T / FTG. T / FTG.
EL.=17.50' EL.=16.25' EL.=14.25' EL.=12.25' w I I
T / WALL
9'-6" GARAGE 9'-6" GARAGE I EL.=13.50'
DOOR OPENING DOOR OPENING 5'-9"± I I — — — — — — — — — — —
10'-10"±
J V-6" I I I
28'-0"± 12'-0"±
+1
BEAM POCKET T / WALL
(SEE DETAIL 4/ST3) EL.=21.75
I
I
I
I
I
I
EIS
I �
I
I
I
BEAM POCKET
L — — — — (SEE DETAIL 4/ST3) —
- L — — — — — — — — — — — — — — —
�bN
20'-6"±
M _
j 1 O )
6-74"
23"
B FOUNDATION PLAN
SCALE: 1/4" = V-0"
- 6'-10"
ON 28"0 BIGFOOT FOOTIING (TYP.)
JI
W
W i
;IQ
o uj I
X m
o_
I
4'-94"
3'-24"
1 /O`
T
I ��m
I +I
(V
I co
I /O�
I
r-8o
BSMT. WINDOW o
PER ARCHITECT
o (SEE DETAIL 7/ST3)
I °° O 1 1
i
IV )u olllVll 1 voC
ON THE STRIP FOOTING
SIMILAR TO DETAIL 3/ST3
STRUCTURAL STEEL NOTES:
1.
STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE APPLICABLE VERSION OF THE FOLLOWING ASTM
PROVISIONS
* WIDE FLANGE BEAMS "W" SECTIONS - ASTM A992 (Fy=50 KSI)
* WIDE FLANGE BEAMS "M" & "S" SECTIONS - ASTM A36, Fy=36 KSI)
* WIDE FLANGE BEAMS "HP" SECTIONS - ASTM A572, GRADE 50 (Fy=50 KSI)
* HOLLOW STRUCTURAL SECTIONS "RECTANGULAR" - ASTM A500, GRADE C (Fy=50 KSI)
* HOLLOW STRUCTURAL SECTIONS "ROUND" - ASTM A500, GRADE C (Fy=46 KSI)
* PIPE SECTIONS - ASTM A53, GRADE B (Fy=35 KSI)
* CHANNELS, ANGLES, AND OTHER SHAPES - ASTM A36 (Fy=36 KSI)
* STUDS, PURLINS, AND OTHER FRAMING MEMBERS - ASTM A1003 (Fy=50 KSI)
2.
STEEL SECTIONS ARE NOT TO BE NOTCHED, CUT, ALTERED OR HAVE ANY PORTION OF IT MISSING WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER.
3.
PROVIDE ASTM F3125 BOLTS FOR ALL FRAMING CONNECTIONS. F1554 BOLTS MAY BE USED FOR COLUMN ANCHOR
BOLTS ONLY. EXPANSION BOLTS SHALL BE "HILTI KWIK BOLTS" OR APPROVED EQUAL,
4.
ALL WELDING SHALL CONFORM TO THE APPLICABLE EDITION AWS D1.1 "STRUCTURAL WELDING CODE" WITH E70XX
ELECTRODES BY THE SHIELDED METAL ARC PROCESS. ALL WELDING SHALL BE PERFORMED BY A WELDER
CURRENTLY CERTIFIED BY THE AMERICAN WELDING SOCIETY.
5.
NO TACK WELDS, PLUG WELDS, OR SLOT WELDS PERMITTED UNLESS NOTED OTHERWISE.
6.
THE APPROVAL OF SHOP DRAWINGS WILL BE FOR SIZE AND ARRANGEMENT OF PRINCIPAL AND AUXILIARY MEMBERS
AND STRENGTH OF CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS SHOWN ON
THE SHOP DRAWINGS.
7.
ALL NEW STEEL TO RECEIVE ONE (1) COAT OF SHOP PRIMER. ALL WELDED OR ABRADED AREAS SHALL BE TOUCHED
UP IN THE FIELD WITH RED OXIDE STRUCTURAL STEEL PRIMER AND ZINC RICH PAINT IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS. USE PAINTING METHODS WHICH WILL RESULT IN FULL COVERAGE OF JOINTS.
BEAM POCKET
(SEE DETAIL 4/ST3)
V, Q
<
Q
cl� r---
0
U
WC:)
�(D<VJ
.O
Z N
co 0)
UJ C
�
W I- X
co 0r�
I►.i.
Q = L cq
=U
llqT la. CL
SEAL.
SIC
J : w Cyst
Rt
SCO II °^ned b
( ski
4� .
OrIO k 1sa .12.16
G�DMD�DO�I�o
ISSUED FOR CONSTRUCTION
12116/2021
ADDED ROUGH CONTOURS
FOR EXCAVATION
11/3012021
p
ISSUED FOR PERMITTING
11/2912021
ISSUED FOR-.
CONSTRUCTION
DAM DEC. 16, 2021
SCALE. AS NOTED
DRAWN D'fe SRO
DEMBIMED o'fo SRO
ry
OW
ry
�..L
n000
z W Q
OU D—
o
0 I-- W �, D
Z UU)2
D v U) ct
Oz JQ
LL >-
I-
- Q =
Ur
w X QUm
z W NNW
DRAWNS T ITLE-
PLAN &
NOTES
ORAW[Ka IMUM o ER.
ST2
PAGE NUMBER-
2 OF 3
JOB
20-NUMBER-
1 06 b