HomeMy WebLinkAbout798 Route 28 Foundation Plan2XG PURLIN
2XG P.T.
WI/2' TITEN fiu
BOLTS INTO CONCR E
24" O/C ALT TOP * BOTTO
G
FOUNDATION SECTION
NO SCALE
STEEL TRUSS FRAME
(SEE MASLAN PLANS FOR BASE PLATE LOCATIONS)
TRU55 4)%2'OX 10" THREADED RODS
DRILLED AND GROUTED INTO CONCRETE
@ LOCATIONS PER MASLAN CO PLANS
4. 5' (THICK) CONCRETE SLAB
W/ 4X4—W4.OXW4.0 WELDED WIRE FABRIC
alr
2" WIDE FOUNDATION WALL
(2) #5 BAR5 @ TOF/MIDDLEBOTTOM
2724" FOOTING
" e e a
(4) #5 13AP,5 CONTINUOU5
NOTES:
1. REFER TO DRAWINGS BY STEP
HENP. MASLAN & CO. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN. -
2. ALL THREADED RODS TO BE EMBEDDED A MINIMUM OF 10% EPDXY GROUTED W/SIMPSON SET EPDXY OR
EQUAL.
3. ALL STEEL REINFORCEMENT TO BE 60 KSI MINIMUM
4. ALL CONRETE TO HAVE A MINIMUM STRENGTH OF:
FOOTINGS: 3,000 PSI
WALLS: 3,000 PSI
SLAB: 4,000 PSI
5. ALL LAP SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS_
6. LAP SPLICE ALL WELDED WIRE FABRIC A MINIMUM OF 12.
7. REFER TO ACI CODE FOR ALL COVER REQUIREMENTS, STANDARD DIMENSIONS AND BEND RADII FOR
COLUMN REINFORCEMENT,. HOOKED BARS, AND OTHER CODE REQUIREMENTS FOR CAST—IN-PLACE STEEL
REINFORCED CONCRETE.
8.CQORDINATE WITH OWNER/CONTRACTOR FOR LOCATION AND DEPTH OF WALL DROPS FOR OVERHEAD AND
PASSAGE DOORS.
1
2
3
No. Revision/Issue Date
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JOB#: 15-276 SHEET:
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SCALE:
AS NOTED
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CONSULTANTS
AREAS= DOOR DROP
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COOKDINATE LOCATION/
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stntctumi • civil • environmental
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1279 MILLSTONE
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RD, BREWSTER, MA
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(774) 353-2144
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2XG PURLIN
2XG P.T.
WI/2' TITEN fiu
BOLTS INTO CONCR E
24" O/C ALT TOP * BOTTO
G
FOUNDATION SECTION
NO SCALE
STEEL TRUSS FRAME
(SEE MASLAN PLANS FOR BASE PLATE LOCATIONS)
TRU55 4)%2'OX 10" THREADED RODS
DRILLED AND GROUTED INTO CONCRETE
@ LOCATIONS PER MASLAN CO PLANS
4. 5' (THICK) CONCRETE SLAB
W/ 4X4—W4.OXW4.0 WELDED WIRE FABRIC
alr
2" WIDE FOUNDATION WALL
(2) #5 BAR5 @ TOF/MIDDLEBOTTOM
2724" FOOTING
" e e a
(4) #5 13AP,5 CONTINUOU5
NOTES:
1. REFER TO DRAWINGS BY STEP
HENP. MASLAN & CO. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN. -
2. ALL THREADED RODS TO BE EMBEDDED A MINIMUM OF 10% EPDXY GROUTED W/SIMPSON SET EPDXY OR
EQUAL.
3. ALL STEEL REINFORCEMENT TO BE 60 KSI MINIMUM
4. ALL CONRETE TO HAVE A MINIMUM STRENGTH OF:
FOOTINGS: 3,000 PSI
WALLS: 3,000 PSI
SLAB: 4,000 PSI
5. ALL LAP SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS_
6. LAP SPLICE ALL WELDED WIRE FABRIC A MINIMUM OF 12.
7. REFER TO ACI CODE FOR ALL COVER REQUIREMENTS, STANDARD DIMENSIONS AND BEND RADII FOR
COLUMN REINFORCEMENT,. HOOKED BARS, AND OTHER CODE REQUIREMENTS FOR CAST—IN-PLACE STEEL
REINFORCED CONCRETE.
8.CQORDINATE WITH OWNER/CONTRACTOR FOR LOCATION AND DEPTH OF WALL DROPS FOR OVERHEAD AND
PASSAGE DOORS.
1
2
3
No. Revision/Issue Date
� o _
�-- �--
LLJ
:�> r
z Q z�
Q 0
W U
0 cn
z z
o N QW
0 LL] Z Q
of Z I Q
00 W W
IL
W m
Q ,
Q
LLJ z
0 0 D Ll Q Z
ry 00Lil 0� Q
JOB#: 15-276 SHEET:
DATE: Sl
04-19-16
SCALE:
AS NOTED
AREAS= DOOR DROP
I�flATCHED
COOKDINATE LOCATION/
DEPTH W CONT
/ RACTOR
oz
;
I
j
2XG PURLIN
2XG P.T.
WI/2' TITEN fiu
BOLTS INTO CONCR E
24" O/C ALT TOP * BOTTO
G
FOUNDATION SECTION
NO SCALE
STEEL TRUSS FRAME
(SEE MASLAN PLANS FOR BASE PLATE LOCATIONS)
TRU55 4)%2'OX 10" THREADED RODS
DRILLED AND GROUTED INTO CONCRETE
@ LOCATIONS PER MASLAN CO PLANS
4. 5' (THICK) CONCRETE SLAB
W/ 4X4—W4.OXW4.0 WELDED WIRE FABRIC
alr
2" WIDE FOUNDATION WALL
(2) #5 BAR5 @ TOF/MIDDLEBOTTOM
2724" FOOTING
" e e a
(4) #5 13AP,5 CONTINUOU5
NOTES:
1. REFER TO DRAWINGS BY STEP
HENP. MASLAN & CO. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN. -
2. ALL THREADED RODS TO BE EMBEDDED A MINIMUM OF 10% EPDXY GROUTED W/SIMPSON SET EPDXY OR
EQUAL.
3. ALL STEEL REINFORCEMENT TO BE 60 KSI MINIMUM
4. ALL CONRETE TO HAVE A MINIMUM STRENGTH OF:
FOOTINGS: 3,000 PSI
WALLS: 3,000 PSI
SLAB: 4,000 PSI
5. ALL LAP SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS_
6. LAP SPLICE ALL WELDED WIRE FABRIC A MINIMUM OF 12.
7. REFER TO ACI CODE FOR ALL COVER REQUIREMENTS, STANDARD DIMENSIONS AND BEND RADII FOR
COLUMN REINFORCEMENT,. HOOKED BARS, AND OTHER CODE REQUIREMENTS FOR CAST—IN-PLACE STEEL
REINFORCED CONCRETE.
8.CQORDINATE WITH OWNER/CONTRACTOR FOR LOCATION AND DEPTH OF WALL DROPS FOR OVERHEAD AND
PASSAGE DOORS.
1
2
3
No. Revision/Issue Date
� o _
�-- �--
LLJ
:�> r
z Q z�
Q 0
W U
0 cn
z z
o N QW
0 LL] Z Q
of Z I Q
00 W W
IL
W m
Q ,
Q
LLJ z
0 0 D Ll Q Z
ry 00Lil 0� Q
JOB#: 15-276 SHEET:
DATE: Sl
04-19-16
SCALE:
AS NOTED
AREAS= DOOR DROP
I�flATCHED
COOKDINATE LOCATION/
DEPTH W CONT
/ RACTOR
;
I
j
I
2XG PURLIN
2XG P.T.
WI/2' TITEN fiu
BOLTS INTO CONCR E
24" O/C ALT TOP * BOTTO
G
FOUNDATION SECTION
NO SCALE
STEEL TRUSS FRAME
(SEE MASLAN PLANS FOR BASE PLATE LOCATIONS)
TRU55 4)%2'OX 10" THREADED RODS
DRILLED AND GROUTED INTO CONCRETE
@ LOCATIONS PER MASLAN CO PLANS
4. 5' (THICK) CONCRETE SLAB
W/ 4X4—W4.OXW4.0 WELDED WIRE FABRIC
alr
2" WIDE FOUNDATION WALL
(2) #5 BAR5 @ TOF/MIDDLEBOTTOM
2724" FOOTING
" e e a
(4) #5 13AP,5 CONTINUOU5
NOTES:
1. REFER TO DRAWINGS BY STEP
HENP. MASLAN & CO. FOR ALL DETAILS AND DIMENSIONS NOT SHOWN. -
2. ALL THREADED RODS TO BE EMBEDDED A MINIMUM OF 10% EPDXY GROUTED W/SIMPSON SET EPDXY OR
EQUAL.
3. ALL STEEL REINFORCEMENT TO BE 60 KSI MINIMUM
4. ALL CONRETE TO HAVE A MINIMUM STRENGTH OF:
FOOTINGS: 3,000 PSI
WALLS: 3,000 PSI
SLAB: 4,000 PSI
5. ALL LAP SPLICES TO BE A MINIMUM OF 30 BAR DIAMETERS_
6. LAP SPLICE ALL WELDED WIRE FABRIC A MINIMUM OF 12.
7. REFER TO ACI CODE FOR ALL COVER REQUIREMENTS, STANDARD DIMENSIONS AND BEND RADII FOR
COLUMN REINFORCEMENT,. HOOKED BARS, AND OTHER CODE REQUIREMENTS FOR CAST—IN-PLACE STEEL
REINFORCED CONCRETE.
8.CQORDINATE WITH OWNER/CONTRACTOR FOR LOCATION AND DEPTH OF WALL DROPS FOR OVERHEAD AND
PASSAGE DOORS.
1
2
3
No. Revision/Issue Date
� o _
�-- �--
LLJ
:�> r
z Q z�
Q 0
W U
0 cn
z z
o N QW
0 LL] Z Q
of Z I Q
00 W W
IL
W m
Q ,
Q
LLJ z
0 0 D Ll Q Z
ry 00Lil 0� Q
JOB#: 15-276 SHEET:
DATE: Sl
04-19-16
SCALE:
AS NOTED