HomeMy WebLinkAbout313 Whites Path Foundation and First Floor Framing PlanF
A
STEP FOOTING -
AS REQUIRED -
MAINTAIN 4'-0"
MINIMUM COVER
T/RETAINING —
WALL ELEVATION
100'-0"
1 2
1 I
I I
20'-0"
1'-2" 1 18'-10"
25'-0"
3
25'-0"
0
14.0'-0" OUT/bUT OF
180'-0" OUT/OUT OF
25'-0"
5
& STEEL
25'-0"
109
20'-0"
18'-10"
7 X 7.1
N
40'-0" OUT/OUT OF �TEEL
I 1 I
25'-0" 15'-0"
II I1L I
1!1
23-10 13'-10" V-2" NOPY PIER
0 0 4 SLAB
ON GRADE
o~ofO~o 1 4
I �w I mw 1 3
S2 S2 S2 I I S2
r7a----------
N J P3 P1 P1 I P1 P1 , P1 - -I - - - P1 I r - r - - - - o
- - - I ` L 1 J P4 I P4 PS
------ 00
0 8 2" SHELF i i w ow m w 5" REINFORCED CONCRETE
z = a SLAB ON GRADE
C-4 52 0 0 ¢ 1 0 3 W/ 6x6-W1.4xW1.4 W.W.F.
N I I SEE "TYPICAL I I I z o
C-4 M z I m z T/ SLAB ELEVATION 100'-0"
8 '0
rn I BOCK LEVELER I I m E5 YL `V o z
S2 N0 u I I DETAIL" ON I I o v o a
d DRAWIN S4 I I 0 o v COORDINATE EXTERIOR
U-
0
o
0
j N
0
0
1
LO
LO
0
I
MANDOOR LOCATION W/
' BUILDING MANUFACTURER CONSTRUCTION
FOR HAUNCHED.SLAB. I JOINT OR
J �LO SAW -CUT
A S2 c COORDINATE OVERHEAD CONTROL JOINT
MAN 1 lr� �I DOOR LOCATION W/
N DOOR STEP 52 BUILDING MANUFACTURER
FOOTING --� FOR HAUNCHED SLAB.
STEP I I #5 HAIRPIN x 6'-0"
FOOTING r EACH SIDE OF PIER -
SET AT MIDPOINT OF
2 0l 111 1 1 SLAB AND EXTEND FULL ALL I OR FOO &
AT S2 O I I N DEPTH INTO PIER WITH 4' -OL &I SQUAREI FOOTINGS
HOOK AT END OR I
OVERHEAD I I J PROVIDE THREADED 1 1 THICK .
— - DOOR I If i COUPLING FORMS A7 (5)) L5 E.W.B.
L CONTRACTOR'S
'S OPTION (UNLESS NOTED
(TYPICAL) OTHERWISE)
1 !; I
52 rP2 6,,
J 0
o ( 0 00 00
1 ' L
SEE THIS DRAWING
FOR GENERAL NOTES.
1
SEE DRAWIN
1
3.
FOOTING
S4 FOR TYPICAL CONCRETE DETAILS.
4.
T/WALL, T/SAB
AND T/PIER REFERENCE ELEVATION 100'-0" AT SHOWROOM.
HATCHED AREA
T/WALL RE
RENCE ELEVATION 104'-0" AT WAREHOUSE.
"
8 FOUNDATION
WALL
T/PIER REFERENCE ELEVATION 100'-0" AT WAREHOUSE.
7.
[0'-0"] INDICATES
INDICATES LIMIT OF
REINFORCED W/
40'-0"
T/SLAB REFERENCE
ELEVATION 100'-0" - ACTUAL ELEVATION 26'-6" - SEE SITE PLAN.
J. .
INDICATES LIMIT OF
J„f�o
,c�SSd�.lgl. FN.�
Vol
W /
'-0"x1'-0"
■
I
d±
a�
1 -2 "
I I
"
1 -2 T FOUNDATION
I
O
I
(3) #5
7'-0"
I I T/FOUNDATION
w
1 CONTINUOUS
FOOTING
I
1
WALL ELEVATION
0
LONGITUDINAL &
ujx
WALL ELEVATION
U.
100'-0"
1
®
EXTENT OF
(5) #5
L-
N La
C
tI
104'-0"
CID
®�
Q
O
Lu
in
X J
W
0 Lu
LL P
DATE
TRANSVERSE
0 0 4 SLAB
ON GRADE
o~ofO~o 1 4
I �w I mw 1 3
S2 S2 S2 I I S2
r7a----------
N J P3 P1 P1 I P1 P1 , P1 - -I - - - P1 I r - r - - - - o
- - - I ` L 1 J P4 I P4 PS
------ 00
0 8 2" SHELF i i w ow m w 5" REINFORCED CONCRETE
z = a SLAB ON GRADE
C-4 52 0 0 ¢ 1 0 3 W/ 6x6-W1.4xW1.4 W.W.F.
N I I SEE "TYPICAL I I I z o
C-4 M z I m z T/ SLAB ELEVATION 100'-0"
8 '0
rn I BOCK LEVELER I I m E5 YL `V o z
S2 N0 u I I DETAIL" ON I I o v o a
d DRAWIN S4 I I 0 o v COORDINATE EXTERIOR
U-
0
o
0
j N
0
0
1
LO
LO
0
I
MANDOOR LOCATION W/
' BUILDING MANUFACTURER CONSTRUCTION
FOR HAUNCHED.SLAB. I JOINT OR
J �LO SAW -CUT
A S2 c COORDINATE OVERHEAD CONTROL JOINT
MAN 1 lr� �I DOOR LOCATION W/
N DOOR STEP 52 BUILDING MANUFACTURER
FOOTING --� FOR HAUNCHED SLAB.
STEP I I #5 HAIRPIN x 6'-0"
FOOTING r EACH SIDE OF PIER -
SET AT MIDPOINT OF
2 0l 111 1 1 SLAB AND EXTEND FULL ALL I OR FOO &
AT S2 O I I N DEPTH INTO PIER WITH 4' -OL &I SQUAREI FOOTINGS
HOOK AT END OR I
OVERHEAD I I J PROVIDE THREADED 1 1 THICK .
— - DOOR I If i COUPLING FORMS A7 (5)) L5 E.W.B.
L CONTRACTOR'S
'S OPTION (UNLESS NOTED
(TYPICAL) OTHERWISE)
1 !; I
52 rP2 6,,
J 0
o ( 0 00 00
1 ' L
T
L I 10
lo
I 1 0)I 2'-0" 1'-0"
4' -0"x8' -0"x1' -O" 1 I 1
THICK FOOTING W/8" I 8" PIER 0
(5) #5 LONGITUDINAL I !01> I 1
& (9) _#5 1 , 1 N
TRANSVERSE N
I
N
I 4
CENTER PIER I 1 11 _S2_ N w
ON COLUMN
LINE 7 r }j 7 J I P101 1 N
S2
L �� I x 4 z
P9 , P71I I PIER 0 01 rd
o w
" S �
[96'-0-] 2'-0 x0" N 1( 1 = I I FOOTIN I N z
O I
I II I I(TYP. If 2)
wo
I
'u-) I
°' I`5 M o 0
CENTER PIER D
F -
ON COLUMN 7 J IPITCH SLAB I w 0
LINE 7 f �1 S2 1 11/4-/FTr4-1w S
L C I —sl
P9 I P7 P101 O
[96'-0-] 1 1 P -
I 0 I T/CANOPY
PIER
4'-0"x8'-0"xl'-0" 0 N II ELEVATION
THICK FOOTING W/ I I S2 102'-0
&5)(x#5 i5 NGITUDINAL I 1 N i (TYP. OF 2)
TRANSVERSE i o ET/SLAB
EVATIION
i 1 100'-0" AT
P1 ' P1 , P1 r 1 1 1 P4 T r 11 -n HIGHPOINT
-1 P3 P1 P1 --------U 1 -- N ------U L --------------I L --------J L — ---------J L — ---6
L ------ --� L-------------� L----- P5 P6
A �,r
95'-0„ 3 1 1 0o 1 1 I 1 4 6 AT 5 [95'_
[ l
S2 I S2 I S2 I S2 S2 MAN 52
I I I I I I
OOR
I
11'-2". 11'-2" ' 16'
18'-10" I I 18'-10" 4i
20'-0" 25'-0" 25'-0" i 25'-0" I 25'-0" 20'-0"
GENERAL NOTES
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR LOCATIONS AND
DIMENSIONS OF PIPES, OPENINGS, CHASES, INSERTS, REGLETS, SLEEVES, DEPRESSIONS,
AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR
CONDITIONS.
CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL TAKE ALL
NECESSARY FIELD MEASUREMENTS.
CODE
INTERNATIONAL BUILDING CODE/2009 + MASSACHUSETTS AMENDMENTS, EIGHTH EDITION.
FOUNDATIONS
FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SAND AND GRAVEL OR ON CONTROLLED
GRANULAR BACKFILL COMPACTED ON THE NATURAL MATERIAL TO 95 PERCENT MAXIMUM DRY
DENSITY. ALLOWABLE BEARING PRESSURE SHALL BE 1.5 TSF IN EITHER INSTANCE.
PLACE BACKFILL SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALLS TO THE
GRADES INDICATED. WHERE EXTERIOR GRADE IS MORE THAN TWO FEET BELOW SLAB,
WALLS SHALL BE BRACED UNTIL SLAB TO WHICH THEY ARE CONNECTED IS AT LEAST
TWO WEEKS OLD.
FOR LOCATION OF PIPES AND CONDUITS, SEE SITE, PLUMBING AND ELECTRICAL
DRAWINGS.
PIPES WHICH ARE FULL OF WATER WILL NOT BE ALLOWED TO PASS UNDER FOOTINGS.
STEP FOOTINGS APPROPRIATELY TO ALLOW PIPE TO PASS OVER TOP OF FOOTING.
140'-0" OUT/bUT OF
2
80'-0" OUT/OUT OF CONCRLTE & STEEL
R,
FRONT OF BUILDING
FOUNDATION/FIRST FLOOR FRAMING PLAN
SCALE: 1/8" = T-0"
D]
1.
SEE THIS DRAWING
FOR GENERAL NOTES.
2.
SEE DRAWIN
S3 FOR TYPICAL COLUMN PIER DETAILS.
3.
JI
S4 FOR TYPICAL CONCRETE DETAILS.
4.
T/WALL, T/SAB
AND T/PIER REFERENCE ELEVATION 100'-0" AT SHOWROOM.
I
T/WALL RE
RENCE ELEVATION 104'-0" AT WAREHOUSE.
6.
T/SLAB AND
T/PIER REFERENCE ELEVATION 100'-0" AT WAREHOUSE.
7.
[0'-0"] INDICATES
T
L I 10
lo
I 1 0)I 2'-0" 1'-0"
4' -0"x8' -0"x1' -O" 1 I 1
THICK FOOTING W/8" I 8" PIER 0
(5) #5 LONGITUDINAL I !01> I 1
& (9) _#5 1 , 1 N
TRANSVERSE N
I
N
I 4
CENTER PIER I 1 11 _S2_ N w
ON COLUMN
LINE 7 r }j 7 J I P101 1 N
S2
L �� I x 4 z
P9 , P71I I PIER 0 01 rd
o w
" S �
[96'-0-] 2'-0 x0" N 1( 1 = I I FOOTIN I N z
O I
I II I I(TYP. If 2)
wo
I
'u-) I
°' I`5 M o 0
CENTER PIER D
F -
ON COLUMN 7 J IPITCH SLAB I w 0
LINE 7 f �1 S2 1 11/4-/FTr4-1w S
L C I —sl
P9 I P7 P101 O
[96'-0-] 1 1 P -
I 0 I T/CANOPY
PIER
4'-0"x8'-0"xl'-0" 0 N II ELEVATION
THICK FOOTING W/ I I S2 102'-0
&5)(x#5 i5 NGITUDINAL I 1 N i (TYP. OF 2)
TRANSVERSE i o ET/SLAB
EVATIION
i 1 100'-0" AT
P1 ' P1 , P1 r 1 1 1 P4 T r 11 -n HIGHPOINT
-1 P3 P1 P1 --------U 1 -- N ------U L --------------I L --------J L — ---------J L — ---6
L ------ --� L-------------� L----- P5 P6
A �,r
95'-0„ 3 1 1 0o 1 1 I 1 4 6 AT 5 [95'_
[ l
S2 I S2 I S2 I S2 S2 MAN 52
I I I I I I
OOR
I
11'-2". 11'-2" ' 16'
18'-10" I I 18'-10" 4i
20'-0" 25'-0" 25'-0" i 25'-0" I 25'-0" 20'-0"
GENERAL NOTES
USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL,
PLUMBING AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR LOCATIONS AND
DIMENSIONS OF PIPES, OPENINGS, CHASES, INSERTS, REGLETS, SLEEVES, DEPRESSIONS,
AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.
SECTIONS AND DETAILS SHOWN SHALL BE CONSIDERED TYPICAL FOR ALL SIMILAR
CONDITIONS.
CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL TAKE ALL
NECESSARY FIELD MEASUREMENTS.
CODE
INTERNATIONAL BUILDING CODE/2009 + MASSACHUSETTS AMENDMENTS, EIGHTH EDITION.
FOUNDATIONS
FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SAND AND GRAVEL OR ON CONTROLLED
GRANULAR BACKFILL COMPACTED ON THE NATURAL MATERIAL TO 95 PERCENT MAXIMUM DRY
DENSITY. ALLOWABLE BEARING PRESSURE SHALL BE 1.5 TSF IN EITHER INSTANCE.
PLACE BACKFILL SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALLS TO THE
GRADES INDICATED. WHERE EXTERIOR GRADE IS MORE THAN TWO FEET BELOW SLAB,
WALLS SHALL BE BRACED UNTIL SLAB TO WHICH THEY ARE CONNECTED IS AT LEAST
TWO WEEKS OLD.
FOR LOCATION OF PIPES AND CONDUITS, SEE SITE, PLUMBING AND ELECTRICAL
DRAWINGS.
PIPES WHICH ARE FULL OF WATER WILL NOT BE ALLOWED TO PASS UNDER FOOTINGS.
STEP FOOTINGS APPROPRIATELY TO ALLOW PIPE TO PASS OVER TOP OF FOOTING.
140'-0" OUT/bUT OF
2
80'-0" OUT/OUT OF CONCRLTE & STEEL
R,
FRONT OF BUILDING
FOUNDATION/FIRST FLOOR FRAMING PLAN
SCALE: 1/8" = T-0"
D]
1.
SEE THIS DRAWING
FOR GENERAL NOTES.
2.
SEE DRAWIN
S3 FOR TYPICAL COLUMN PIER DETAILS.
3.
SEE DRAW IN
S4 FOR TYPICAL CONCRETE DETAILS.
4.
T/WALL, T/SAB
AND T/PIER REFERENCE ELEVATION 100'-0" AT SHOWROOM.
5.
T/WALL RE
RENCE ELEVATION 104'-0" AT WAREHOUSE.
6.
T/SLAB AND
T/PIER REFERENCE ELEVATION 100'-0" AT WAREHOUSE.
7.
[0'-0"] INDICATES
BOTTOM OF FOOTING ELEVATION.
B.
T/SLAB REFERENCE
ELEVATION 100'-0" - ACTUAL ELEVATION 26'-6" - SEE SITE PLAN.
23'-10" 1 13'-10"
25'-0" 15'-0"
40'-0" OUT/OUT OF STEEL
V-2"
F
v1
N11
M.
5" CONCRETE SLAB
ON GRADE
REINFORCED W/
6x6-W1.4xW1.4
W.W.F. -
PROVIDE 16" DEEP
x 8' WIDE
TURNED -DOWN
HAUNCH AT
PERIMETER
FOR ANCHOR BOLT
1 1 1 LAYOUT & BASE PLATE
DETAILS SEE DRAWING F2
PRODUCED BY STAR
7 7.1 9 8 BUILDING SYSTEMS
4
DATED 05/16/16
CONCRETE
CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WITH
ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AND
ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"
WITH A MAXIMUM SLUMP OF 4".
MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT THE END OF 28 DAYS
SHALL BE AS FOLLOWS:
MAXIMUS
STRENGTH (PSI) AGGREGATE (IN.APPLICATION
3500 3/4 0 SLAB ON GRADE
3000 3/4 4 - 6 ALL OTHER CONCRETE
NO ADMIXTURES OTHER THAN LOW RANGE WATER REDUCER WILL BE ALLOWED.
CONCRETE SHALL NOT BE CAST IN WATER OR ON FROZEN GROUND.
PROVIDE 3/4 INCH CHAMFER AT ALL CONTINUOUSLY EXPOSED CONCRETE CORNERS.
PROVIDE FLANGED STEEL SLEEVES WHERE PIPES PASS THROUGH CONCRETE.
REINFORCING STEEL
ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN
ACCORDANCE WITH THE LATEST ACI 315 "DETAILS AND DETAILING OF CONCRETE
REINFORCING".
REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO ASTM A615,
GRADE 60, CLEAR CONCRETE COVER OVER BARS SHALL BE AS FOLLOWS UNLESS
OTHERWISE NOTED ON THE DRAWINGS:
FOOTINGS 3 INCHES FROM BOTTOM
WALLS AND PIERS 2 INCHES FROM SIDES
SLABS 1 INCH FROM THE TOP
WELDED WIRE FABRIC SHALL BE LAID IN FLAT SHEETS AND CONFORM TO ASTM 185.
NO DATE
REVISIONS
07 29 16
PERMIT .)SSUE
Cr 0,,j
RICHARD
J. .
7 OEtFP5EY
STRUCTURAL
No. 29173
J„f�o
,c�SSd�.lgl. FN.�
Vol
■
d±
a�
O
1
w
�
co
deft
0
ujx
U.
®
0.
L-
N La
C
tI
CID
®�
Q
O
Lu
in
X J
W
0 Lu
LL P
DATE
JULY
29, 2016
DRAWN
BP
SCALE
177
= 17"
0
z
M in
m
CO)
ui
cc
ujQ
N
Z
CO)
a
a�
Z
Lu
LLI
~
IxMO
IM
M
I