regent - bid roombidroom.net/integrated/17-283/2017, 04-05 plans for bidding/2017, 0… · w/ #4 @...
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P
A
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8" REINF. CMU
(T.O.W. EL. = 107'-4)
- TYP. U.O.N.
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
SAWCUT (E) SLAB AS REQ'D
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6
'-0
"
7
2
'-0
"
SAWCUT (E) SLAB AS REQ'D
12" THICK. CONC. SLAB REINF.
W/ #4 @ 12" o.c. E.W. T&B
(FIN. FL. EL. = 100'-0")
SAWCUT (E) SLAB AS REQ'D
SAWCUT (E) SLAB
AS REQ'D
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6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
(E) HAIRPIN CANNOT BE CUT OR
DAMAGED DURING SLAB CUTTING
(TYP.)
VEHICLE LIFT (TYP.)
VEHICLE LIFT (TYP.)
6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
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6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
1
S1.3
4
S1.3
3
S1.3
4
S1.3
1
S1.3
1
S1.3
SIM.
1
S1.3
1
S1.3
SIM.
2
S1.3
1
S1.3
1
S1.3
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
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3
S1.3
3
S1.3
5
S1.3
4" CONC. HOUSEKEEPING
PAD REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-4")
4
'-0
"
7
9
'-0
"
12" THICK. CONC. SLAB REINF.
W/ #4 @ 12" o.c. E.W. T&B
(FIN. FL. EL. = 100'-0")
SAWCUT (E) SLAB AS REQ'D
8
S1.3
FIN. FL. EL.
= 99'-10"
@ DRAIN
FIN. FL. EL.
= 99'-10"
@ DRAIN
FIN. FL. EL.
= 99'-10 3/4"
@ DRAIN
FIN. FL. EL.
= 99'-11"
@ DRAIN
CJ
C
J
C
J
C
J
C
J
8" REINF. CMU
(T.O.W. EL. = 105'-4)
8" REINF. CMU
(T.O.W. EL. = 107'-4)
- TYP. U.O.N.
C
J
C
J
C
J
C
J
ALTERNATE #1
BASE PLATE (BP-2)
4
'-9
"
1
3
'-2
"
2
'-1
"
BASE PLATE (BP-2)
SAWCUT (E) SLAB AS REQ'D FOR
PLUMBING / ELECTRICAL INSTALL.
(COORD. EXTENTS W/ MEP DWG's)
- SEE TYP. DETAIL ON SHEET S1.4 (TYP.)
SAWCUT (E) SLAB AS REQ'D FOR
PLUMBING / ELECTRICAL INSTALL.
(COORD. EXTENTS W/ MEP DWG's)
- SEE TYP. DETAIL ON SHEET S1.4 (TYP.)
LOCATE CJ's CENTERED
BETWEEN LIFTS (TYP.)
LOCATE CJ's CENTERED
BETWEEN LIFTS (TYP.)
FOUNDATION PLAN - PART A
SCALE: 1/8" = 1'-0"
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS.
4.) T.O.W. INDICATES TOP OF WALL.
5.) B.O.F. INDICATES BOTTOM OF FOOTING.
6.) C.J. INDICATES CONTROL JOINT.
EXISTING FOOTING SCHEDULE
FOOTING
TYPE
DIMENSIONS
F-2 3'-0x3'-0"x1'-0" DEEP
F-3 7'-0"x7'-0"x2'-0" DEEP
F-4 8'-0"x4'-0"x1'-9" DEEP
F-5 9'-6"x5'-0"x2'-1" DEEP
F-5A 3'-11"x3'-10"x1'-0" DEEP
F-20 5'-0"x5'-0"x1'-2" DEEP
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S1.1A
Foundation Plan
- Part A
MLB
AS NOTED
PA
RT
B
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A
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B
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A
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A
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B
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A
PA
RT
C
PA
RT
B
PA
RT
C
8" REINF. CMU
(T.O.W. EL. = 107'-4)
- TYP. U.O.N.
8" REINF. CMU
(T.O.W. EL. = 107'-4)
- TYP. U.O.N.
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C
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CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
SLOPE
SL
OP
ES
LO
PE
SAWCUT (E) SLAB AS REQ'D
(E) HAIRPIN CANNOT BE CUT OR
DAMAGED DURING SLAB CUTTING
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
SAWCUT (E) SLAB AS REQ'D
CJ
C
J
CJ
C
J
CJCJ
C
J
C
J
(E) HAIRPIN CANNOT BE CUT OR
DAMAGED DURING SLAB CUTTING
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
SAWCUT (E) SLAB AS REQ'D
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SL
OP
ES
LO
PE
SLOPE SLOPE
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S
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SL
OP
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6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
S
L
O
P
E
6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
1'-0" (T.O.W. EL. = SLOPES; 100'-6" @ H.P.;
96'-6"+/- - 0'-6" MIN. ABOVE GRADE @ L.P.)
5'-6" (B.O.F. EL. = 92'-0"; MATCH EXIST.)
4'-6" (B.O.F. EL. = 92'-0";
-4'-0" MIN. BELOW GRADE)
3'-10"
1
S1.3
1
S1.3
1
S1.3
1
S1.3
3
S1.3
4
S1.3
6
S1.3
7
S1.3
AT LOC.'s OF HORIZ.
REINF. DRILL & FILL (E)
CONC. W/ HILTI HY-200
ADHESIVE, 6" MIN.
EMBED. (TYP.)
1
S1.3
1
S1.3
3
S1.3
FIN. FL. EL.
= 99'-11"
@ DRAIN
FIN. FL. EL.
= 99'-10 3/4"
@ DRAIN
CJ
FIN. FL. EL.
= 99'-10 3/4"
@ DRAIN
4" CONC. HOUSEKEEPING
PAD REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-4")
5
S1.3
SEE ENLARGED "PAINT BOOTH FOUNDATION PLAN"
ON SHEET S1.2 FOR ADD'L INFO.
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0")
34
'-0
"
8" REINF. CMU
(T.O.W. EL. = 105'-4)
8" REINF. CMU (T.O.W.
EL. = 107'-4) - TYP. U.O.N.
SAWCUT (E) SLAB AS REQ'D FOR
PLUMBING / ELECTRICAL INSTALL.
(COORD. EXTENTS W/ MEP DWG's)
- SEE TYP. DETAIL ON SHEET S1.4 (TYP.)
SAWCUT (E) SLAB AS REQ'D FOR
PLUMBING / ELECTRICAL INSTALL.
(COORD. EXTENTS W/ MEP DWG's)
- SEE TYP. DETAIL ON SHEET S1.4 (TYP.)
SAWCUT (E) SLAB AS REQ'D FOR
PLUMBING / ELECTRICAL INSTALL.
(COORD. EXTENTS W/ MEP DWG's)
- SEE TYP. DETAIL ON SHEET S1.4 (TYP.)
LOCATE CJ's CENTERED
BETWEEN LIFTS (TYP.)
FOUNDATION PLAN - PART B
SCALE: 1/8" = 1'-0"
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS.
4.) T.O.W. INDICATES TOP OF WALL.
5.) B.O.F. INDICATES BOTTOM OF FOOTING.
6.) C.J. INDICATES CONTROL JOINT.
EXISTING FOOTING SCHEDULE
FOOTING
TYPE
DIMENSIONS
F-2 3'-0x3'-0"x1'-0" DEEP
F-3 7'-0"x7'-0"x2'-0" DEEP
F-4 8'-0"x4'-0"x1'-9" DEEP
F-5 9'-6"x5'-0"x2'-1" DEEP
F-5A 3'-11"x3'-10"x1'-0" DEEP
F-20 5'-0"x5'-0"x1'-2" DEEP
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S1.1B
Foundation Plan
- Part B
MLB
AS NOTED
C
PA
RT
B
PA
RT
C
PA
RT
B
PA
RT
C
8" REINF. CMU
(T.O.W. EL. = 107'-4)
- TYP. U.O.N.
8" REINF. CMU
(T.O.W. EL. = 107'-4)
- TYP. U.O.N.
SLO
PE
SLO
PE
SLOPE
SLOPE
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
CJ
CJ
C
J
C
J
C
J
C
J
SAWCUT (E) SLAB AS REQ'D
C
J
C
J
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
SL
OP
ES
LO
PE
SLOPE
SLO
PE
SLO
PE
SLO
PE
SLO
PE
SAWCUT (E) SLAB AS REQ'D
CJ
CJ
6" CONC. APRON
REINF. W/ 6x6-
W2.9xW2.9 W.W.F.
SLOPE
SLO
PE
6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
1
S1.3
1
S1.3
1
S1.3
1
S1.3
1
S1.3
4
S1.3
3
S1.3
3
S1.3
4
S1.3
FIN. FL. EL.
= 99'-10 3/4"
@ DRAIN
SLO
PE
SLO
PE
SLOPE SLOPE
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
(FIN. FL. EL. = 100'-0" @ H.P.)
FIN. FL. EL.
= 99'-10 3/4"
@ DRAIN
ALTERNATE #2
DEPRESS SLAB AS
REQ'D (COORD. W/
ALIGNMENT
EQUIPMENT MFR.)
7'-8
1
2
"
(COORD.
W/ MFR.)
16'-5
1 2
" (C
OO
RD
.
W/ M
FR
.)
9
S1.3
VEHICLE LIFT
12" THICK. CONC. SLAB REINF.
W/ #4 @ 12" o.c. E.W. T&B
(FIN. FL. EL. = 100'-0")
SAWCUT (E) SLAB AS REQ'D
6'-0"
18'-0"
VEHICLE LIFT (TYP.)
4'-0"
42'-6"
12" THICK. CONC. SLAB REINF.
W/ #4 @ 12" o.c. E.W. T&B
(FIN. FL. EL. = 100'-0")
SAWCUT (E) SLAB AS REQ'D
8
S1.3
2
S1.3
FIN. FL. EL.
= 99'-10 3/4"
@ DRAIN
C
J
C
J
C
J
C
J
CJ CJ
CJ CJ
SAWCUT (E)
SLAB AS REQ'D
BASE PL. (BP-1)
- B.O. BASE PL.
EL. = 100'-0"
BASE PL. (BP-1)
- B.O. BASE PL.
EL. = 100'-0"
2'-8"
13'-0"
4'-4
"
8" REINF. CMU
(T.O.W. EL. = 105'-4)
8" REINF. CMU
(T.O.W. EL. = 105'-4)
FRAME 2FRAME 1
8" REINF. CMU
(T.O.W. EL. = 105'-4)
2'-0" MIN. (TYP. ALL
4 SIDES OF LIFT)
10" THICK. CONC. SLAB REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 100'-0")
SAWCUT (E) SLAB AS REQ'D
8
S1.3
SIM.
SAWCUT (E) SLAB AS REQ'D FOR
PLUMBING / ELECTRICAL INSTALL.
(COORD. EXTENTS W/ MEP DWG's)
- SEE TYP. DETAIL ON SHEET S1.4 (TYP.)
SAWCUT (E) SLAB AS REQ'D FOR
PLUMBING / ELECTRICAL INSTALL.
(COORD. EXTENTS W/ MEP DWG's)
- SEE TYP. DETAIL ON SHEET S1.4 (TYP.)
LOCATE CJ's CENTERED
BETWEEN LIFTS (TYP.)
FOUNDATION PLAN - PART C
SCALE: 1/8" = 1'-0"
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS.
4.) T.O.W. INDICATES TOP OF WALL.
5.) B.O.F. INDICATES BOTTOM OF FOOTING.
6.) C.J. INDICATES CONTROL JOINT.
EXISTING FOOTING SCHEDULE
FOOTING
TYPE
DIMENSIONS
F-2 3'-0x3'-0"x1'-0" DEEP
F-3 7'-0"x7'-0"x2'-0" DEEP
F-4 8'-0"x4'-0"x1'-9" DEEP
F-5 9'-6"x5'-0"x2'-1" DEEP
F-5A 3'-11"x3'-10"x1'-0" DEEP
F-20 5'-0"x5'-0"x1'-2" DEEP
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S1.1C
Foundation Plan
- Part C
MLB
AS NOTED
C
J
CJ
CJ
CJ
CJ
CJ
CJ
SLO
PE
SAWCUT (E) SLAB AS REQ'D
(E) HAIRPIN CANNOT BE CUT OR
DAMAGED DURING SLAB CUTTING
4
S1.2
1
S1.2
1
S1.3
PAINT BOOTH FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS AND PAINT BOOTH MANUFACTURER.
4.) ALL DIMENSIONS ARE TO THE INSIDE OF THE PITS.
5.) T.O.W. INDICATES TOP OF WALL.
6.) B.O.F. INDICATES BOTTOM OF FOOTING.
8" (T.O.W. EL. = 99'-4")
- TYP. ALL SIDES OF PIT
1
S1.2
1'-2"
3'-0"
25'-6
1
2
"
2'-4
1 2
"5'-9
3 4
"1'-10
1 2
"
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
8" (T.O.W. EL. = 99'-4")
- TYP. ALL SIDES OF PIT
8" (T.O.W. EL. = 99'-4")
- TYP. ALL SIDES OF PIT
8" (T.O.W. EL. = 99'-4")
- TYP. ALL SIDES OF PIT
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
8" (T.O.W. EL. = 99'-4")
- TYP. ALL SIDES OF PIT
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
1'-10
3
4
" 22'-2
1
4
"
8" CONC. PIT SLAB BELOW REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 97'-6")
8" CONC. PIT SLAB BELOW REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 97'-6")
8" CONC. PIT SLAB BELOW REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 97'-6")
8" CONC. PIT SLAB BELOW REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 97'-6")
8" CONC. PIT SLAB BELOW REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 97'-6")
8" CONC. PIT SLAB BELOW REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 97'-6")
8" CONC. PIT SLAB BELOW REINF.
W/ #4 @ 12" o.c. E.W. BOT.
(FIN. FL. EL. = 97'-6")
OPEN AREA (TYP.)
SAWCUT (E) SLAB
AS REQ'D (TYP.)
CONC. SLAB REINF. W/ #5 @
12" o.c. E.W. BOT. ON 1-1/2"
22ga. B-LOK COMPOSITE
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
- FIN. FL. EL. = 100'-0")
OPEN AREA (TYP.)
CONC. SLAB REINF. W/ #5 @
12" o.c. E.W. BOT. ON 1-1/2"
22ga. B-LOK COMPOSITE
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
- FIN. FL. EL. = 100'-0")
CONC. SLAB REINF. W/ #5 @
12" o.c. E.W. BOT. ON 1-1/2"
22ga. B-LOK COMPOSITE
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
- FIN. FL. EL. = 100'-0")
3
S1.2
5
S1.2
2
S1.2
6
S1.2
SAWCUT (E) SLAB
AS REQ'D (TYP.)
SAWCUT (E) SLAB
AS REQ'D (TYP.)
11'-8
"1'-2
"
7"
1'-2"
9'-6"
CONC. SLAB REINF. W/ #5 @
12" o.c. E.W. BOT. ON 1-1/2"
22ga. B-LOK COMPOSITE
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
- FIN. FL. EL. = 100'-0")
1'-2"
10'-8"
1'-2"
7"
1'-2
"1
0'-8
"1'-2
"1
'-7
"1'-2"
CONC. SLAB REINF. W/ #5 @
12" o.c. E.W. BOT. ON 1-1/2"
22ga. B-LOK COMPOSITE
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
- FIN. FL. EL. = 100'-0")
10
7
8
"
4'-0
1 4
"
22'-6
1
2
"
3'-0"
22'-6
1
2
"
3'-0"
22'-6
1
2
"
3'-0"
6
S1.2
6
S1.2
6
S1.2
2'-4
7
8
"
2'-4
7
8
"
2'-4
7
8
"
2'-4
1 2
"5
'-3
3 4
"2
'-4
1 2
"5'-3
3 4
"2'-4
1 2
"6'-7
1 4
"
5'-3
3 4
"2'-4
1 2
"5'-3
3 4
"2
'-4
1 2
"5
'-3
3 4
"8'-8
9
16
"
2'-10
"
2'-4
1 2
"
2'-6"
7'-4
"
2'-7
5 8
"
1'-2
"1
0'-8
"1'-2
"
7"
1'-2"
10'-8"
1'-2"
8"
CONC. SLAB REINF. W/ #5 @
12" o.c. E.W. BOT. ON 1-1/2"
22ga. B-LOK COMPOSITE
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
- FIN. FL. EL. = 100'-0")
18'-9" 2'-6" 2'-10"
12'-2
1
4
"
3'-0"
3'-0"
22'-2
1
4
"
2
S1.2
4
S1.2
4
S1.2
4
S1.2
3
S1.2
3
S1.2
5
S1.2
5
S1.2
5
S1.2
1
S1.2
2
S1.2
4
S1.2
3
S1.2
5
S1.2
6
S1.2
6
S1.2
1
S1.2
1
S1.2
2
S1.2
2
S1.2
2
S1.2
1'-6
1
2
"1'-5
1
2
"
1'-6
1
2
"1'-5
1
2
"
1'-6
1
2
"1'-5
1
2
"
1'-6
1
2
"1'-5
1
2
"
3
S1.2
5'-3
3 4
"
1'-7
"
4'-1
3 4
"
7"
5'-3
3 4
"
7"
5'-3
3 4
"1'-11
9
16
"
10'-4
1
4
"
1'-6
1
2
"1'-5
1
2
"
1'-6
1
2
"1'-5
1
2
"
4
1
4
"
8"
CONC. SLAB REINF. W/ #5 @
6" o.c. E.W. BOT. ON 1-1/2"
18ga. B-LOK COMPOSITE
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
- FIN. FL. EL. = 100'-0")
4
S1.2
SIM.
3
S1.2
SIM.
7
S1.3
4
S1.2
3
S1.2
5
S1.2
2
S1.2
2
S1.2
1
S1.2
1
S1.2
FIELD BEND (E) HAIRPIN SO HAIRPIN
IS LOCATED IN NEW CONC. SLAB
ABOVE PIT FDN. WALLS
CJ
3'-6"
FIELD BEND (E) HAIRPIN SO HAIRPIN
IS LOCATED IN NEW CONC. SLAB
ABOVE PIT FDN. WALLS
SECTION
SCALE: 3/4" = 1'-0"
1
S1.2
8"
6"8"
#4 BENT DOWEL (18"x18")
@ 12" o.c. (TYP.)
CONT. PVC WATERSTOP (TYP.)
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (TYP.)
VAPOR BARRIER
(TYP.)
#4 @ 12" o.c. E.W. BOT.
4'-8
1
2
"
2'-4
1
2
"
(COORD. W/ PAINT
BOOTH MFR.)
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL
FILL @ LOC's OF DISTURBED
EARTH OR UNSUITABLE SOILS
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 4" MIN. EMBED.) - TYP.
SAWCUT (E) SLAB
AS REQ'D (TYP.)
6" 8"
BACKFILL W/ COMPACTED
STRUCTURAL FILL (TYP.)
PER OSHA
REQUIREMENT
1
T.O.W. EL.
= 99'-4"
#4 @ 12" o.c.
E.W. (TYP.)
PIT SLAB EL.
= 97'-6"
1-1/2" STEEL GRATING (BY PAINT BOOTH MFR.)
CONT. GALV. L1-3/4x1-3/4x1/4 W/ 1/8"
BENT PL. (6" LONG + 2" HOOK) @ 16" o.c.
2'-6" (C
OO
RD
. W
/
PA
IN
T B
OO
TH
M
FR
.)
SECTION
SCALE: 3/4" = 1'-0"
2
S1.2
8"
#4 BENT DOWEL (18"x18") @ 12" o.c.
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
VAPOR BARRIER
#4 @ 12" o.c. E.W. BOT.
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL
FILL @ LOC's OF DISTURBED
EARTH OR UNSUITABLE SOILS
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 4" MIN. EMBED.)
SAWCUT (E) SLAB AS REQ'D
6" 8"
BACKFILL W/ COMPACTED
STRUCTURAL FILL
T.O.W. EL.
= 99'-4"
#4 @ 12" o.c.
E.W.
PIT SLAB EL.
= 97'-6"
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
CONT. GALV. L1-3/4x1-3/4x1/4 W/ 1/8"
BENT PL. (6" LONG + 2" HOOK) @ 16" o.c.
PER OSHA
REQUIREMENT
1
CONT. PVC WATERSTOP
2'-6" (C
OO
RD
. W
/
PA
IN
T B
OO
TH
M
FR
.)
SECTION
SCALE: 3/4" = 1'-0"
3
S1.2
8"
6"8"
#4 BENT DOWEL (18"x18")
@ 12" o.c. (TYP.)
CONT. PVC WATERSTOP (TYP.)
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (TYP.)
VAPOR BARRIER
(TYP.)
#4 @ 12" o.c. E.W. BOT.
5'-4"
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL
FILL @ LOC's OF DISTURBED
EARTH OR UNSUITABLE SOILS
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 4" MIN. EMBED.) - TYP.
SAWCUT (E) SLAB
AS REQ'D (TYP.)
6" 8"
BACKFILL W/ COMPACTED
STRUCTURAL FILL (TYP.)
T.O.W. EL.
= 99'-4"
#4 @ 12" o.c.
E.W. (TYP.)
PIT SLAB EL.
= 97'-6"
CONT. 1/2"x4" PL. W/ (1) 5/8"Ø x 4" LONG
HEADED STUD @ 4'-0" o.c. (TYP.)
CONTROL JOINT (TYP.)
3'-0" (COORD. W/
PAINT BOOTH MFR.)
1" CLEAR
CONC. SLAB REINF. W/ #5 @
12" o.c. E.W. BOT. ON 1-1/2"
GALV. METAL DECK
(7-1/2" TOTAL THICK.)
PER OSHA
REQUIREMENT
1
SECTION
SCALE: 3/4" = 1'-0"
4
S1.2
8"
6"8"
#4 BENT DOWEL (18"x18")
@ 12" o.c. (TYP.)
CONT. PVC WATERSTOP (TYP.)
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (TYP.)
VAPOR BARRIER
(TYP.)
#4 @ 12" o.c. E.W. BOT.
5'-4"
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL
FILL @ LOC's OF DISTURBED
EARTH OR UNSUITABLE SOILS
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 4" MIN. EMBED.) - TYP.
SAWCUT (E) SLAB
AS REQ'D (TYP.)
6" 8"
BACKFILL W/ COMPACTED
STRUCTURAL FILL (TYP.)
T.O.W. EL.
= 99'-4"
#4 @ 12" o.c.
E.W. (TYP.)
PIT SLAB EL.
= 97'-6"
3'-0" (COORD. W/
PAINT BOOTH MFR.)
PER OSHA
REQUIREMENT
1
2'-6" (C
OO
RD
. W
/
PA
IN
T B
OO
TH
M
FR
.)
SECTION
SCALE: 3/4" = 1'-0"
5
S1.2
8"
#4 BENT DOWEL (18"x18") @ 12" o.c.
CONT. PVC WATERSTOP
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
VAPOR BARRIER
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL
FILL @ LOC's OF DISTURBED
EARTH OR UNSUITABLE SOILS
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 4" MIN. EMBED.)
SAWCUT (E) SLAB
AS REQ'D
6" 8"
BACKFILL W/ COMPACTED
STRUCTURAL FILL
PER OSHA REQUIREMENT
1
T.O.W. EL.
= 99'-4"
#4 @ 12" o.c.
E.W.
PIT SLAB EL.
= 97'-6"
CONT. 1/2"x4" PL. W/ (1) 5/8"Ø x 4" LONG
HEADED STUD @ 4'-0" o.c.
1'-5
1
2
" (COORD.
W/ PAINT
BOOTH MFR.)
1" CLEAR
CONC. SLAB REINF. W/ #5 @ 12" o.c.
E.W. BOT. ON 1-1/2" GALV. METAL
DECK (7-1/2" TOTAL THICK.)
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
CONTROL JOINT
CONT. GALV. L1-3/4x1-3/4x1/4
W/ 1/8" BENT PL. (6" LONG
+ 2" HOOK) @ 16" o.c.
G.C. TO DESIGN & INSTALL TEMP.
SHORING TO SUPPORT CONC.
SLAB & METAL DECK UNTIL
CONC. HAS FULLY CURED
(3) CONT. #5's
@ 4" o.c. @ END
2'-6
" (C
OO
RD
. W
/
PA
IN
T B
OO
TH
M
FR
.)
SECTION
SCALE: 3/4" = 1'-0"
6
S1.2
FIN. FL. EL.
= 100'-0"
CONC. SLAB REINF. W/ #5 @ 12" o.c.
E.W. BOT. ON 1-1/2" GALV. METAL
DECK (7-1/2" TOTAL THICK.) - TYP.
1" CLEAR
1'-0"(3) CONT. #5's @
4" o.c. @ END EA. TYP.
2'-4
1
2
" (COORD. W/
PAINT BOOTH MFR.)
1-1/2" STEEL GRATING (BY PAINT BOOTH MFR.)
CONT. GALV. L1-3/4x1-3/4x1/4
W/ 1/8" BENT PL. (6" LONG
+ 2" HOOK) @ 16" o.c. (TYP.)
G.C. TO FORM SLAB
EDGE AS REQ'D
S1.2
SECTION
SCALE: 3/4" = 1'-0"
7
FIN. FL. EL.
= 100'-0"
CONC. SLAB REINF. W/ #5 @ 6" o.c.
E.W. BOT. ON 1-1/2" GALV. METAL
DECK (7-1/2" TOTAL THICK.)
1" CLEAR
1'-0"
1-1/2" STEEL GRATING
(BY PAINT BOOTH MFR.)
G.C. TO FORM SLAB
EDGE AS REQ'D
(3) CONT. #5's
@ 4" o.c.
CONT. GALV. L1-3/4x1-3/4x1/4 W/ 1/8" BENT PL.
(6" LONG + 2" HOOK) @ 16" o.c. (TYP.)
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S1.2
Paint Booth
Foundation Plan
& Sections
MLB
AS NOTED
SECTION
SCALE: 3/4" = 1'-0"
1
S1.1A
1
S1.1B
1
S1.1C
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
FIN. FL. EL. =
100'-0" @ H.P.
SLOPE
SAWCUT (E) SLAB AS REQ'D
VAPOR BARRIER
COMPACTED EXPOSED SOIL
SUB-GRADE (BACKFILL W/
COMPACTED STRUCTURAL
FILL AS REQ'D)
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 6" MIN. EMBED.)
SECTION
SCALE: 3/4" = 1'-0"
2
S1.1A
#4 @ 12" o.c. E.W. T&B
SAWCUT (E) SLAB
AS REQ'D (TYP.)
VAPOR BARRIER
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 6" MIN. EMBED.) - TYP.
6'-0"
1'-0"
COMPACTED EXPOSED SOIL
SUB-GRADE (BACKFILL W/
COMPACTED STRUCTURAL
FILL AS REQ'D)
2
S1.1C
SECTION
SCALE: 3/4" = 1'-0"
3
S1.1A
3
S1.1B
3
S1.1C
SLOPE
1'-2"
8" 6"
PAVEMENT
(BY OTHERS)
6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
#4 DOWEL @ 12" o.c. (DRILL & FILL
EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 6" MIN. EMBED.)
2'-0"
#4 BENT DOWEL @ 12" o.c.
(2) CONT. #4's
12" MIN. COMPACTED
STRUCTURAL FILL
SECTION
SCALE: 3/4" = 1'-0"
4
S1.1A
4
S1.1B
4
S1.1C
SLOPE
1'-2
"
8" 6"
PAVEMENT
(BY OTHERS)
6" CONC. APRON REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
2'-0"
#4 BENT DOWEL @ 12" o.c.
(2) CONT. #4's
12" MIN. COMPACTED
STRUCTURAL FILL
#4 DOWEL @ 12" o.c. (DRILL & FILL
EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 6" MIN. EMBED.)
4" CONC. HOUSEKEEPING PAD
REINF. W/ 6x6-W2.9xW2.9 W.W.F.
#4 DOWEL W/ 12" HOOK @ 12" o.c.
(DRILL & FILL EXIST. CONC. W/ HILTI
HY-200 ADHESIVE, 3" MIN. EMBED.)
SECTION
SCALE: 3/4" = 1'-0"
5
S1.1A
5
S1.1B
CLEAN (E) CONC. SURFACE OF ALL
DEBRIS & COAT W/ SIKA ARMATEC
110 EPOCHEM BONDING AGENT
SECTION
SCALE: 3/4" = 1'-0"
6
S1.1B
1'-0"
(3) #5's,
CONT.
4'-6"
1'-0"
1'-0"2'-6"
B.O.F. EL. = 92'-0"
(4'-0" MIN. BELOW GRADE)
PAVEMENT
(BY OTHERS)
T.O.W. EL. = SLOPES (96'-66" +/-
@ L.P.; 6" MIN. ABOVE GRADE)
#5 @ 12" o.c. VERT.
W/ MATCHING DOWEL
& #4 @ 12" o.c. HORIZ.
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL
FILL @ LOC's OF DISTURBED
EARTH OR UNSUITABLE SOILS
CHAMFER EDGE (TYP.)
#5 @ 12" o.c. E.W. TOP
SE
E S
PLIC
E S
CH
.
FO
R LE
NG
TH
PAVEMENT
(BY OTHERS)
4'-0" M
IN
.
COORD. RAILING W/ ARCH.
6"
SECTION
SCALE: 3/4" = 1'-0"
7
S1.1B
1'-0"
(3) #5's,
CONT.
5'-6"
1'-0
"
1'-0"
B.O.F. EL. = 92'-0"
(MATCH EXIST.)
PAVEMENT
(BY OTHERS)
T.O.W. EL. = SLOPES
(100'-6" @ H.P.)
#5 @ 12" o.c. VERT.
W/ MATCHING DOWEL
& #4 @ 12" o.c. HORIZ.
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL
FILL @ LOC's OF DISTURBED
EARTH OR UNSUITABLE SOILS
CHAMFER EDGE (TYP.)
#5 @ 12" o.c. E.W. TOP
SE
E S
PL
IC
E S
CH
.
FO
R L
EN
GT
H
PAVEMENT
(BY OTHERS)
4'-0
" M
IN
.
COORD. RAILING W/ ARCH.
6"
3'-6"
#4 @ 12" o.c.
E.W. T&B
SAWCUT (E) SLAB
AS REQ'D (TYP.)
VAPOR BARRIER
#4x24" LONG DOWEL @ 12" o.c. (DRILL
& FILL EXIST. CONC. W/ HILTI HY-200
ADHESIVE, 6" MIN. EMBED.) - TYP.
4'-0"
1'-0
"
SECTION
SCALE: 3/4" = 1'-0"
8
S1.1A
8
S1.1C
COMPACTED EXPOSED SOIL
SUB-GRADE (BACKFILL W/
COMPACTED STRUCTURAL
FILL AS REQ'D)
SECTION
SCALE: 3/4" = 1'-0"
9
S1.1C
7'-8
1
2
" (CONFIRM PIT DIMENSIONS WITH ALIGNMENT LIFT MANUFACTURER)
VAPOR BARRIER
1" PITCH TO DRAIN
1" PITCH TO DRAIN
FLOOR DRAIN - SEE
PLUMBING DRAWINGS
1'-0" 1'-0"
1
1
1
1
CONT. GALV. L2x2x1/4" W/ 1/8"
BENT PL. (6" LONG + 2" HOOK)
@ 12" o.c. - TYP. 4 SIDES OF PIT6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
6" CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F.
#4 x 24" LONG DOWEL @ 12" o.c.
(DRILL & FILL (E) CONC. W/ HILTI
HY-200 ADHESIVE, 6" MIN. EMBED.)
- TYP.
SAWCUT (E) SLAB
AS REQ'D (TYP.)
COORD. W/ LIFT MFR.
8" MIN. COMPACTED
STRUCTURAL FILL
NOTE:
SECTION IS APPLICABLE FOR ALTERNATE #2.
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S1.3
Foundation
Sections
MLB
AS NOTED
6" CONC. SLAB REINF. W/
6x6 W2.9xW2.9 W.W.F.
FIN. FL. EL.
= 100'-0"
VAPOR BARRIER
SAWCUT (E) SLAB AS REQ'D (HAMMER
CHISEL EXIST. SLAB @ HAIRPIN LOC's
- HAIRPINS CANNOT BE CUT OR DAMAGED)
TYPICAL EXISTING HAIRPIN
DETAIL @ NEW SLAB LOCATIONS
SCALE: 3/4" = 1'-0"
CLEAN (E) HAIRPIN AS REQ'D TO
REMOVE ALL DEBRIS & COAT W/
SIKA ARMATEC 110 EPOCHEM
BONDING AGENT
COMPACTED EXPOSED SOIL
SUB-GRADE (BACKFILL W/
COMPACTED STRUCTURAL
FILL AS REQ'D)
6" SLAB
JOINT DETAIL (C.J.)
TYPICAL SAWCUT CONSTRUCTION
VAPOR BARRIER
SCALE: N.T.S.
1 1/2" MIN. SAWCUT (FILL GROOVE
W/EXPANDABLE/FLEXIBLE
METZER MAGUIRE MM-80 GROUT)
COMPACTED EXPOSED SOIL
SUB-GRADE (BACKFILL W/
COMPACTED STRUCTURAL
FILL AS REQ'D)
(INCHES)
(BARS OTHER THAN
MINIMUM REINFORCING STEEL
SPLICE LENGTHS SCHEDULE
SPLICE LENGTH
#8
#10
#9
#7
#6
62
79
70
54
37
#5
#4
BAR SIZE
#3
31
25
CLASS B
TOP BARS)
19
81
103
91
70
48
40
33
TOP BARS
25
NOTE:
IF THE CLEAR SPACING BETWEEN BARS IS LESS THAN 3 BAR
DIAMETERS OF IF THE COVER IS LESS THAN 2 BAR DIAMETERS,
INCREASE THE SPLICE LENGTH BY 50%.
C
L
9" 2"
C
L
2"
2"
3
1
2
"
(2) 3/4"Ø ADHESIVE ANCHORS
(DRILL & FILL EXIST. CONC.
W/ HILTI HY-200 ADHESIVE,
4" MIN. EMBED.
1/2"x11"x4" BASE PL.
HSS4x4 COLUMN
BASE PLATE DETAIL (BP-1)
SCALE: 3/4" = 1'-0"
4"
1 SIDE
3 SIDES
SCALE: 1/2" = 1'-0"
1'-0"
TYP.
MIN. TYP.
2'-0"
1'-0"
1'-0"
1'-0"
2'-0"
MIN. TYP. MIN. TYP.
2'-0"
1'-0"
1'-0"
1'-0"
2'-0"
MIN. TYP.
1'-0"
TYP.
SEE SECTIONS
FOR REINF.
TYPICAL STEP FOOTING DETAIL
UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL
@ LOC's OF DISTURBED EARTH OR
UNSUITABLE SOILS (SEE GEOTECH
REPORT FOR ADD'L INFO.)
HORIZONTAL BARS
TYPICAL PLAN OF HORIZONTAL REINF. AT
CORNERS OF CONCRETE WALLS DETAIL
SPLICE LENGTH
NOT TO SCALE
SPLICE LENGTH
SP
LIC
E L
EN
GT
H
(TYPICAL)
LAP OUTSIDE BARS OR PROVIDE
CORNER BARS AS SHOWN
STANDARD HOOK
0"
U BARS AT OPENING
AND ENDS OF WALLS
AT CONCRETE WALLS DETAIL
TYPICAL CONSTRUCTION JOINT
TYPICAL
REINF.
NOT TO SCALE
T/3
T
T/3
T/3
T/6
CUT AS REQ'D
#4x24" LONG @ 12" o.c.
(COORD. W/ INVERT)
6"
1
CUT AS REQ'D6"
C PIPE
1
1
(SEE PLUMBING PLAN)
PIPE INVERT VARIES
1
DRILL & FILL W/
ADHESIVE GROUT
(TYP.)
SAW CUT (E) SLAB AND REPLACE
W/ NEW CONC. SLAB REINF. W/
6x6-W2.9xW2.9 W.W.F. (MATCH W/
EXIST. SLAB) - TYP.
SANITARY PIPE (FOR
SIZE AND LOCATIONS
SEE PLUMBING PLANS)
DIMENSION AS REQ'D
FOR PIPE INSTALLATION
VAPOR BARRIER
#4x24" LONG @ 12" o.c.
L
(COORD. W/ INVERT)
TYPICAL SLAB CUT DETAIL
FOR NEW PIPE INSTALLATION
SCALE: 1" = 1'-0"
COMPACTED EXPOSED SOIL
SUB-GRADE (BACKFILL W/
COMPACTED STRUCTURAL
FILL AS REQ'D)
C
L
6" 3"
C
L
(2) 3/4"Ø ADHESIVE ANCHORS
(DRILL & FILL EXIST. CONC.
W/ HILTI HY-200 ADHESIVE,
4" MIN. EMBED.
3/4"x9"x6" BASE PL.
HSS6x6 WIND COLUMN
BASE PLATE DETAIL (BP-2)
SCALE: 3/4" = 1'-0"
4
1
2
"
2" @ 6" o.c.
3"
3"
CONT. L3-1/2x3-1/2
2"
NOTE:
BASE PLATE DETAIL IS ONLY APPLICABLE WITH ALTERNATE #1.
5"+/- CONC. SLAB REINF.
W/ 6x6-W2.9xW2.9 W.W.F.
(THICK. TO MATCH EXIST.)
COORD. W/ ARCH.
#4x24" LONG DOWELS @ 12" o.c.
(DRILL & FILL EXIST. CONC. W/
HILTI HY-200 ADHESIVE, 6" MIN.
EMBED.) - TYP.
TYPICAL CONCRETE SLAB-ON-GRADE
SAW CUT INFILL DETAIL
SCALE: 3/4" = 1'-0"
VAPOR BARRIER
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S1.4
Typical
Foundation
Details
MLB
AS NOTED
P
A
R
T
B
P
A
R
T
A
P
A
R
T
B
P
A
R
T
A
INFILL (E) OPENING
W/ 8" REINF. CMU
INFILL (E) OPENING
W/ 8" REINF. CMU
INFILL (E) OPENING
W/ 8" REINF. CMU
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
(2) GALV. L4x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
TEMP. SHORING (TYP.)
(2) GALV. L4x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
(2) GALV. L4x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
TEMP. SHORING (TYP.)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
L4x4x5/16
(TYP. OF 8)
PROPOSED MECH. UNIT
(COORD. EXACT SIZE & LOC.
W/ MECH. ENGINEER) - TYP.
ANGLE FRAME (TYP.)
L4x4x5/16
(TYP. OF 8)
1,950 lb. MAX.
UNIT WT.
1,950 lb. MAX.
UNIT WT.
ROOF FRAMING PLAN - PART A (BASE BID)
SCALE: 1/8" = 1'-0"
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS AND ARCHITECT.
4.) G.C. TO RELOCATE ALL EXISTING CONDUITS, DUCTS, PIPES, ETC.
THAT ARE TO REMAIN AS REQUIRED TO PERFORM THE WORK
INDICATED.
5.) ( ) INDICATES TOP OF STEEL.
6.) INDICATES MOMENT CONNECTION.
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S2.1A
Roof Framing
Plan - Part A
BASE BID
MLB
AS NOTED
P
A
R
T
B
P
A
R
T
A
P
A
R
T
B
P
A
R
T
A
W
1
8
x
3
5
W
1
8
x
3
5
(1
2
3
'-2
")
W
1
8
x
3
5
R
B
3
R
B
3
R
B
1
W
2
4
x
6
2
(1
2
2
'-9
")
W
2
4
x
6
2
(1
2
2
'-9
")
R
B
2
(1
2
2
'-9
")
W
2
4
x
9
4
W
2
4
x
6
2
(1
2
3
'-7
")
R
B
2
0
"
0
"
0
"
0
"
0
"
1-1/2" 20ga. TYPE-B GALV.
METAL ROOF DECK
ST'D BRIDGING (TYP.)
HSS6x6x3/8 STUB
COLUMN (TYP. OF 8)
DIAGONAL L3x3x1/4
@ BEAM QTR. PT's
DIAGONAL L3x3x1/4
@ BEAM QTR. PT's
W
1
8
x
4
0
W
1
8
x
3
5
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
1
'-0
"
1
'-0
"
1
'-0
"
W
1
8
x
4
6
W
1
8
x
3
5
W
1
8
x
3
5
REMOVE, MODIFY & REINSTALL
(E) JOIST BRIDGING AS REQ'D
FOR BEAM INSTALL. (TYP.)
(5
) 2
4
L
H
0
5
@
E
Q
. S
P
.
(7
) 2
4
L
H
0
5
@
E
Q
. S
P
.
INFILL (E) OPENING
W/ 8" REINF. CMU
INFILL (E) OPENING
W/ 8" REINF. CMU
INFILL (E) OPENING
W/ 8" REINF. CMU
1
S2.2
2
S2.2
4
S2.2
6
S2.2
9
S2.3
5
S2.2
5
S2.2
7
S2.2
3
S2.2
2
S2.2
1
S2.2
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
(2) GALV. L4x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
TEMP. SHORING (TYP.)
REMOVE, MODIFY & REINSTALL
(E) JOIST BRIDGING AS REQ'D
FOR BEAM INSTALL. (APPROX.
3 ROWS OF BRIDGING) - TYP.
(2) GALV. L4x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
R
B
1
W
2
4
x
6
2
(1
2
2
'-9
")
1
'-0
"
1
'-0
"
W
1
8
x
3
5
0
"
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
W
1
4
x
2
2
(7
) 2
4
L
H
0
5
@
E
Q
. S
P
.
DIAGONAL L3x3x1/4
@ BEAM QTR. PT's
DIAGONAL L3x3x1/4
@ BEAM QTR. PT's
ST'D BRIDGING (TYP.)
(2) GALV. L4x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
GALV. W8x15 + 3/8"
CONT. PL. (8" BEARING
EA. END)
TEMP. SHORING (TYP.)
W
1
8
x
3
5
(1
2
3
'-2
")
R
B
4
(1
2
3
'-7
")
(1
2
4
'-0
")
(1
2
4
'-0
")
(1
2
3
'-2
")
(1
2
3
'-2
")
(1
2
3
'-2
")
(1
2
4
'-0
")
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
ANGLE FRAME (TYP.)
L4x4x5/16 (TYP. OF 10)
ANGLE FRAME
1
S2.2
SIM.
4
S2.2
12
S2.3
SIM.
12
S2.3
6
S2.2
12
S2.3
SIM.
REMOVE, MODIFY & REINSTALL
(E) JOIST BRIDGING AS REQ'D
FOR BEAM INSTALL. (APPROX.
3 ROWS OF BRIDGING) - TYP.
REMOVE, MODIFY & REINSTALL
(E) JOIST BRIDGING AS REQ'D
FOR BEAM INSTALL. (APPROX.
3 ROWS OF BRIDGING) - TYP.
5
S2.2
HORIZ. MC8x22.8
(T.O.S. EL. = 115'-3 3/4" +/-
MATCH EXIST T.O.BEAM)
HORIZ. MC8x22.8
(T.O.S. EL. = 115'-3 3/4" +/-
MATCH EXIST T.O.BEAM)
HORIZ. MC8x22.8
(T.O.S. EL. = 115'-3 3/4" +/-
MATCH EXIST T.O.BEAM)
HORIZ. MC8x22.8
(T.O.S. EL. = 115'-3 3/4" +/-
MATCH EXIST T.O.BEAM)
8
S2.2
PROPOSED MECH. UNIT
(COORD. EXACT SIZE & LOC.
W/ MECH. ENGINEER) - TYP.
ANGLE FRAME (TYP.)
150# (TYP.)
450# (TYP.)
L4x4x5/16 (TYP. OF 6)
ANGLE FRAME (TYP.)
L3x3x1/4 @ BEAM QTR. PT's (TYP.)
L3x3x1/4 @ BEAM QTR. PT's (TYP.)
L3x3x1/4 @ BEAM QTR. PT's (TYP.)
(3
) 2
4
L
H
0
6
@
E
Q
. S
P
.
(8
) J
O
IS
T
S
@
E
Q
. S
P
.
W10x26 WIND COLUMN
(EXIST. COL. TO BE
REMOVED)
W10x26 WIND COLUMN
(EXIST. COL. TO BE
REMOVED)
1,950 lb. MAX.
UNIT WT.
REINF. (E) BENT W/ 3/8" PL.
(FULL DEPTH - EA. SIDE) FROM
EXTERIOR COLUMN ON K-LINE
TO SPLICE ADJACENT TO G-LINE
HSS4x4x1/4 KICKER
@ 1:1 (TYP. OF 20)
0
"
9
'-0
"
13
S2.3
14
S2.3
4
'-9
"
1
3
'-2
"
2
'-1
"
HSS6x6x1/4 WIND
COLUMN W/ CONT.
L3-1/2x3-1/2x1/4
HORIZ. MC8x22.8
(T.O.S. EL. = 115'-3 3/4" +/-
MATCH EXIST T.O.BEAM)
HSS6x6x1/4 WIND
COLUMN W/ CONT.
L3-1/2x3-1/2x1/4
14
S2.3
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS AND ARCHITECT.
4.) G.C. TO RELOCATE ALL EXISTING CONDUITS, DUCTS, PIPES, ETC.
THAT ARE TO REMAIN AS REQUIRED TO PERFORM THE WORK
INDICATED.
5.) ( ) INDICATES TOP OF STEEL.
6.) INDICATES MOMENT CONNECTION.
7.) INDICATES ADDITIONAL POINT LOAD FOR JOIST
MANUFACTURER TO INCLUDE IN FINAL ROOF JOIST DESIGN.
8.) G.C. TO DESIGN AND INSTALL TEMPORARY BRACING AS REQUIRED
TO BRACE THE EXISTING EXTERIOR CMU WALL ALONG COLUMN
LINE 'K' IN ORDER TO REMOVE TWO EXISTING COLUMNS AND
INSTALL THE TWO NEW W10 WIND COLUMNS.
ROOF FRAMING PLAN - PART A - ALTERNATE #1
SCALE: 1/8" = 1'-0"
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S2.1A(1)
Roof Framing
Plan - Part A
ALTERNATE #1
MLB
AS NOTED
PA
RT
B
P
A
R
T
B
P
A
R
T
A
P
A
R
T
B
P
A
R
T
A
PA
RT
C
PA
RT
B
PA
RT
C
INFILL (E) OPENING
W/ 8" REINF. CMU
TEMP. SHORING (TYP.)
8" 12ga. BOX BEAM
HEADER
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
(2) GALV. L4x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
TEMP. SHORING (TYP.)
ANGLE FRAME (TYP.)ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
L4x4x5/16
(TYP. OF 6)
L4x4x5/16
(TYP. OF 12)
INFILL (E) OPENING
W/ 6" REINF. CMU
INFILL (E) OPENING
W/ 6" REINF. CMU
G
.
C
.
T
O
S
H
O
R
E
(
E
)
L
I
G
H
T
-
G
A
U
G
E
M
E
T
A
L
W
A
L
L
A
S
R
E
Q
'
D
11
S2.3
SIM.
ANGLE FRAME (TYP.)
PROPOSED MECH. UNIT
(COORD. EXACT SIZE & LOC.
W/ MECH. ENGINEER) - TYP.
L4x4x5/16
(TYP. OF 8)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
L4x4x5/16
(TYP. OF 8)
1,950 lb. MAX.
UNIT WT.
1,950 lb. MAX.
UNIT WT.
1,430 lb. MAX.
UNIT WT.
ANGLE FRAME (TYP.)
ROOF FRAMING PLAN - PART B
SCALE: 1/8" = 1'-0"
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS AND ARCHITECT.
4.) G.C. TO RELOCATE ALL EXISTING CONDUITS, DUCTS, PIPES, ETC.
THAT ARE TO REMAIN AS REQUIRED TO PERFORM THE WORK
INDICATED.
5.) ( ) INDICATES TOP OF STEEL.
6.) INDICATES MOMENT CONNECTION.
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S2.1B
Roof Framing
Plan - Part B
MLB
AS NOTED
C
PA
RT
B
PA
RT
C
PA
RT
B
PA
RT
C
INFILL (E) OPENING
W/ 8" REINF. CMU
INFILL (E) OPENING
W/ 8" REINF. CMU
INFILL (E) OPENING
W/ 8" REINF. CMU
INFILL (E) OPENING
W/ 8" REINF. CMU
(2) GALV. L5x3-1/2x5/16 (LLV)
- 8" BEARING EA. END
GALV. W8x15 + 3/8" CONT. PL.
(8" BEARING EA. END)
TEMP. SHORING (TYP.)
HSS4x4x5/16 COLUMN
2'-8
"13
'-0"
HSS4x4x5/16 COLUMN
HSS4x4x5/16
(B.O.S. EL. = 112'-3")
2"
4'-4"
ANGLE FRAME (TYP.)ANGLE FRAME (TYP.)ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
8" 12ga. BOX BEAM
HEADER
SIM.
L4x4x5/16
(TYP. OF 6)
ANGLE FRAME (TYP.)
L4x4x5/16
(TYP. OF 6)
ANGLE FRAME (TYP.)
PROPOSED MECH. UNIT
(COORD. EXACT SIZE & LOC.
W/ MECH. ENGINEER) - TYP.
L4x4x5/16
(TYP. OF 6)
ANGLE FRAME (TYP.)
L4x4x5/16
(TYP. OF 8)
REPLACE/REPAIR (E)
CRACKED/DAMAGED CMU
@ DOCK OPENING (MATCH
ORIGINAL CONDITIONS)
10
S2.3
11
S2.3
G.C. TO SHORE (E)
LIGHT-GAUGE METAL
WALL AS REQ'D
8" 12ga. BOX BEAM
HEADER
11
S2.3
G.C. TO SHORE (E)
LIGHT-GAUGE METAL
WALL AS REQ'D
G.C. TO SHORE (E)
LIGHT-GAUGE METAL
WALL AS REQ'D
G.C. TO SHORE (E)
LIGHT-GAUGE METAL
WALL AS REQ'D
G.C. TO SHORE (E)
LIGHT-GAUGE METAL
WALL AS REQ'D
8" 12ga. BOX BEAM
HEADER
8" 12ga. BOX BEAM
HEADER
11
S2.3
11
S2.3
11
S2.3
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
ANGLE FRAME (TYP.)
1,450 lb. MAX.
UNIT WT.
1,450 lb. MAX.
UNIT WT.
1,450 lb. MAX.
UNIT WT.
1,090 lb. MAX.
UNIT WT.
ROOF FRAMING PLAN - PART C
SCALE: 1/8" = 1'-0"
NOTES :
1.) (E) INDICATES EXISTING, OTHERWISE NEW.
2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR
TO CONSTRUCTION.
3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING
CONDITIONS AND ARCHITECT.
4.) G.C. TO RELOCATE ALL EXISTING CONDUITS, DUCTS, PIPES, ETC.
THAT ARE TO REMAIN AS REQUIRED TO PERFORM THE WORK
INDICATED.
5.) ( ) INDICATES TOP OF STEEL.
6.) INDICATES MOMENT CONNECTION.
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S2.1C
Roof Framing
Plan - Part C
MLB
AS NOTED
SECTION
SCALE: 3/4" = 1'-0"
2
S2.1A(1)
REMOVE & REINSTALL (E) BRIDGING
AS REQ'D FOR BEAM INSTALL. (ONLY
REMOVE BRIDGING IN ONE JOIST
BAY AT A TIME) - TYP. T&B BRIDGING
W14 BEAM
BRIDGING EA.
END (TYP.)
EQUAL EQUAL
NOTES:
1.) THERE ARE APPROXIMATELY THREE ROWS OF
BRIDGING IN EACH JOIST BAY.
2.) SECTION IS ONLY APPLICABLE WITH ALTERNATE #1.
W14 BEAM
EQUAL EQUAL
L3x3 HORIZ. BRACING T&B
L3x3 BRACE TO (E)
JOIST TOP CHORD (TYP.)
(TYP.)
SECTION
SCALE: 3/4" = 1'-0"
1
S2.1A(1)
3/8" BENT CLIP W/ (2) 3/4"Ø
H.S. BOLTS PER LEG
(EA. SIDE OF BEAM)
W14 BEAM
FIELD DRILL (E) BENT AS REQ'D
NOTE:
SECTION IS ONLY APPLICABLE WITH ALTERNATE #1.
SECTION
SCALE: 3/4" = 1'-0"
3
S2.1A(1)
D
CONT. (P.T.) WOOD BLOCKING ATTACHED
W/ (1) 1/2"Ø THRU-BOLT @ 2'-0" o.c.
(COUNTERSINK BOLT HEAD AS REQ'D)
CONT. L4x3x1/4 (LLH)
1-1/2" GALV. METAL
ROOF DECK
L3-1/2x3-1/2x1/4 x 6"
LONG @ 4'-0" o.c.
EXTERIOR WALL
24LH JOIST
ST'D BRIDGING
(TYP.)
DIAGONAL L3x3 @
BEAM QTR. PT's
EA. END
INFILL DECK FLUTES SOLID W/ WOOD
BLOCKING BELOW EXTERIOR WALL
REMOVE, MODIFY, & REINSTALL (E)
BRIDGING AS REQ'D FOR BEAM
INSTALL. (ONLY REMOVE BRIDGING
IN ONE JOIST BAY AT A TIME)
BRIDGING
EA. END
(TYP.)
1'-0"
W18 BEAM
1'-0"
W18 BEAM
W18 BEAM
1'-0"
W18 BEAM
T.O.S. EL.
= SLOPES
LIGHT-GAUGE METAL
STUD FRAMING @ 16" o.c.
L3x3 HORIZ. BRACING T&B
(TYP.)
L3x3 BRACE TO (E)
JOIST TOP CHORD (TYP.)
(TYP.)
NOTE:
SECTION IS ONLY APPLICABLE WITH ALTERNATE #1.
SECTION
SCALE: 3/4" = 1'-0"
4
S2.1A
9
CONT. (P.T.) WOOD BLOCKING ATTACHED
W/ (1) 1/2"Ø THRU-BOLT @ 2'-0" o.c.
(COUNTERSINK BOLT HEAD AS REQ'D)
CONT. L6x4x5/16 (LLV)
1-1/2" GALV. METAL
ROOF DECK
L6x4x5/16 x 6" LONG (LLV)
@ EA. JOIST BAY
EXTERIOR WALL
24LH JOIST
INFILL DECK FLUTES SOLID W/ WOOD
BLOCKING BELOW EXTERIOR WALL
W24 BEAM
3
5" SEAT
3/8" BENT CLIP W/ (2) 3/4"Ø
H.S. BOLTS PER LEG
(EA. SIDE OF BEAMS)
W14 BEAM
FIELD DRILL (E) BENT AS REQ'D
SLOPE
T.O.S. EL.
= 122'-9"
FIELD CUT (E) DECK AS REQ'D
LIGHT-GAUGE METAL
STUD FRAMING @ 16" o.c.
3/8" STIFF. PL. @
(E) JOIST LOC's
DETAIL
SCALE: 3/4" = 1'-0"
5
S2.1A
NOTE:
DETAIL IS REQUIRED AT EIGHT LOCATIONS
(SIMILAR AT EACH LOCATION).
HSS5x5x3/8 x 8" LONG (LLV) - TYP.
3/8" STIFF. PL. EA. SIDE (IF EXIST.
STIFF. PL. DOES NOT EXIST)
3/4"x8" WIDE PL.
HSS6x6 STUB
COLUMN
INFILL OPENING W/ METAL ROOF DECK
(PROFILE TO MATCH EXIST. - OVERLAP
EXIST. BY 6" MIN. ON ALL SIDES)
PL. TO HSS (TYP.)
HSS TO EXIST.
BENT (TYP.)
HSS TO EXIST.
BENT (TYP.)
(TYP.)
LOCATE HSS5x5 TUBES AS
CLOSE TO (E) JOIST TOP
CHORD AS POSSIBLE
HSS4x4 KICKER
S2.1A(1)
SECTION
SCALE: 3/4" = 1'-0"
6
K
CONT. (P.T.) WOOD BLOCKING ATTACHED
W/ (1) 1/2"Ø THRU-BOLT @ 2'-0" o.c.
(COUNTERSINK BOLT HEAD AS REQ'D)
CONT. L4x3x1/4 (LLH)
1-1/2" GALV. METAL
ROOF DECK
L8x4x7/16 x 6" LONG
(LLH) @ 4'-0" o.c.
EXTERIOR WALL
24LH JOIST
ST'D BRIDGING
(TYP.)
DIAGONAL L3x3 @
BEAM QTR. PT's
EA. END
W18 BEAM
T.O.S. EL.
= 123'-2"
LIGHT-GAUGE METAL
STUD FRAMING @ 16" o.c.
A
A
T.O.S. EL. = 115'-3 3/4" +/-
(MATCH T.O. EXIST. BENT)
ATTACH BOTTOM TRACK TO TOP OF (E)
CMU WALL W/ (1) 5/8"Ø ADHESIVE ANCHOR
@ 4'-0" o.c. (DRILL & FILL EXIST. CMU W/
HILTI HY-200 ADHESIVE, 6" MIN. EMBED.)
GROUT 2 TOP COURSE OF
(E) CMU SOLID ALONG
BENT OF HIGH ROOF
CONT. MC8 CHANNEL (CHANNEL
TO BE TIGHT TO INSIDE FACE
OF EXIST. CMU WALL)
L4x4x1/4 x 4" LONG
@ 4'-0" o.c.
NOTES:
1,) G.C. TO BRACE EXISTING CMU EXTERIOR WALL AS
REQUIRED PRIOR TO DEMOLISHING THE EXISTING
ROOF. BRACING MUST REMAIN IN PLACE UNTIL THE NEW
CHANNEL IS INSTALLED.
2. SECTION IS ONLY APPLICABLE WITH ALTERNATE #1.
(1) 5/8"Ø ADHESIVE ANCHOR & SCREEN
INSERTS @ 4'-0" o.c. (DRILL & FILL
EXIST. CMU W/ HILTI HY-70 ADHESIVE,
6" MIN. EMBED.)
(E) CANOPY STRUCTURE TO REMAIN (G.C. TO
EXPOSE STRUCTURE DURING CONSTRUCTION
FOR ENGINEER TO REINF. & DESIGN REINF.
ALONG EXTENT OF HIGH ROOF)
3"
SECTION
SCALE: 3/4" = 1'-0"
7
S2.1A(1)
3/8" BENT CLIP W/ (3) 3/4"Ø
H.S. BOLTS PER LEG
(EA. SIDE OF BEAM)
W18 BEAM
FIELD DRILL (E) BENT AS REQ'D
NOTE:
SECTION IS ONLY APPLICABLE WITH ALTERNATE #1.
SECTION
SCALE: 3/4" = 1'-0"
8
S2.1C
G
CONT. (P.T.) WOOD BLOCKING ATTACHED
W/ (1) 1/2"Ø THRU-BOLT @ 2'-0" o.c.
(COUNTERSINK BOLT HEAD AS REQ'D)
CONT. L4x3x1/4 (LLH)
1-1/2" GALV. METAL
ROOF DECK
L3-1/2x3-1/2x1/4 x 6"
LONG @ 4'-0" o.c.
EXTERIOR WALL
24LH JOIST
ST'D BRIDGING
(TYP.)
DIAGONAL L3x3 @
BEAM QTR. PT's
EA. END
INFILL DECK FLUTES SOLID W/ WOOD
BLOCKING BELOW EXTERIOR WALL
REMOVE, MODIFY, & REINSTALL (E)
BRIDGING AS REQ'D FOR BEAM
INSTALL. (ONLY REMOVE BRIDGING
IN ONE JOIST BAY AT A TIME)
1'-0"
W18 BEAM
1'-0"
W18 BEAM
W18 BEAM
EQ.
W14 BEAM
T.O.S. EL.
= SLOPES
LIGHT-GAUGE METAL
STUD FRAMING @ 16" o.c.
EQ.
L3x3 HORIZ. BRACING T&B
L3x3 HORIZ. BRACING T&B
BRIDGING
EA. END
(TYP.)
L3x3 BRACE TO (E)
JOIST TOP CHORD (TYP.)
(TYP.)
SECTION A-A
SCALE: 3/4" = 1'-0"
(MC8 CHANNEL CONNECTION
TO EXIST. STEEL BENT)
T.O.S. EL. = 115'-3 3/4" +/-
(MATCH T.O. EXIST. BENT)
MC8 CHANNEL
(2) 3/4"Ø H.S. BOLTS
3/8"x8" BENT PL. W/
3/8" STIFF. PL. CTR'D
4"
SECTION A-A
SCALE: 3/4" = 1'-0"
(MC8 CHANNEL CONNECTION
TO W10 WIND COLUMN)
T.O.S. EL.
= 123'-2"
3/8" STIFF. PL. (EA. SIDE)
W18 BEAM
2" GAP
L6x4x5/16 x 6" LONG
CLIP (LLV) - EA. SIDE
W10 WIND COLUMN
(2) 3/4"Ø H.S. BOLTS IN
VERT. SLOTTED HOLES
(TYP.)
T.O.S. EL. = 115'-3 3/4" +/-
(MATCH T.O. EXIST. BENT)
CONT. MC8 HANGER (TYP.)
(2) 3/4"Ø H.S.
BOLTS (TYP.)
L4x4x3/8 CLIP W/ 3/8" STIFF.
PL. CTR'D UNDER MC8
HANGER (TYP.)
(TYP.)
L3x3x1/4 W/ 1/4 END PL. & (1) 5/8"Ø
ADHESIVE ANCHOR & SCREEN
INSERT @ 4'-0" o.c. (EA. SIDE)
- DRILL & FILL EXIST. CMU W/ HILTI
HY-200 ADHESIVE, 6" MIN. EMBED.
3/4" BASE PL. (COORD. ANCHOR
BOLT LAYOUT W/ EXIST.
CAST-IN-PLACE ANCHORS)
EA. FLANGE
(TYP.)
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S2.2
Framing
Sections
MLB
AS NOTED
6
CONT. (P.T.) WOOD BLOCKING ATTACHED
W/ (1) 1/2"Ø THRU-BOLT @ 2'-0" o.c.
(COUNTERSINK BOLT HEAD AS REQ'D)
CONT. L6x4x5/16 (LLV)
1-1/2" GALV. METAL
ROOF DECK
L6x4x5/16 x 6" LONG (LLV)
@ EA. JOIST BAY
EXTERIOR WALL
24LH JOIST
INFILL DECK FLUTES SOLID W/ WOOD
BLOCKING BELOW EXTERIOR WALL
W24 BEAM
5" SEAT
3/8" BENT CLIP W/ (2) 3/4"Ø
H.S. BOLTS PER LEG
(EA. SIDE OF BEAMS)
W14 BEAM
FIELD DRILL (E) BENT AS REQ'D
SLOPE
T.O.S. EL.
= 123'-7"
FIELD CUT (E) DECK AS REQ'D
LIGHT-GAUGE METAL
STUD FRAMING @ 16" o.c.
SECTION
SCALE: 3/4" = 1'-0"
9
S2.1C
3/8" STIFF. PL. @
(E) JOIST LOC's
43
SECTION
SCALE: 3/4" = 1'-0"
10
S2.1C
2"
HSS4x4x5/16
B.O.S. EL.
= 112'-3"
B
B
SECTION B-B
SCALE: 3/4" = 1'-0"
13'-0"
L6x4x3/8 CLIP (LLV) W/ (2)
VERT. SLOTTED HOLES IN
6" LEG (TYP.)
2" GAP
(1) 3/4"Ø THREADED RODS
SHOP WELDED TO HSS
COLUMN (EA. SIDE)
HSS TO HSS
(TYP.)
HSS TO HSS
(TYP.)
3/8"x2'-7"x9-1/2" PL. (COORD.
DIM's W/ DOOR MFR.) - TYP.
3/8" STIFF. PL. ON
BACKSIDE (TYP.)
VERT. L4x4x1/4 @
HSS4x4 MID-SPAN
EA. END
HSS4x4
B.O.S. EL.
= 112'-3"
(TYP.)
(TYP.)
3"
3"
12'-0"
HSS4x4 COLUMN W/
1/4" CAP PL. (TYP.)
NOTE:
VERIFY ALL DIMENSIONS WITH DOOR
MANUFACTURER PRIOR TO FABRICATION.
(TYP.)
L4x4x1/4 x 4" LONG @ 4'-0" o.c. W/
(1) 5/8"Ø ADHESIVE ANCHOR &
SCREEN INSERT (DRILL & FILL
EXIST. CMU W/ HILTI HY-200
ADHESIVE, 6" MIN. EMBED.)
43
8" 12ga. BOX BEAM W/ 6" 12ga.
(2" FLANGE) T&B TRACK
S2.1B
SECTION
SCALE: 3/4" = 1'-0"
11 11
S2.1C
12ga. CLIP @ EA. (E) STUD
LOC. (ATTACH CLIP TO EXIST.
STUD & BOX BEAM W/ (2)
No.10 SCREWS EA.
G.C. TO FIELD VERIFY (E) STUDS
AS REQ'D TO INSTALL BOX BEAM
HEADER
G.C. TO SHORE (E) WALL FRAMING AS
REQ'D TO PERFORM THE WORK
INDICATED (REPAIR EXTERIOR/INTERIOR
WALL FINISHES AS REQ'D TO MATCH
ORIGINAL CONATIONS)
6" 16ga. BRACE @ 32" o.c.
- ATTACH TO (E) STUD W/
(4) No.10 SCREWS
- ATTACH TO TRACK W/
12ga. CLIP & (4) No.10 SCREWS
CONT. 12ga. OVERSIZED TRACK
BETWEEN JOISTS ATTACHED
TO (E) ROOF W/ (2) No.10
SCREWS @ 6" o.c.
S2.1A(1)
DETAIL
SCALE: 3/4" = 1'-0"
12
3/8" STIFF. PL. TO ALIGN W/
FACE OF COLUMN (EA. SIDE)
HSS6x6 STUB COLUMN
W/ 3/4" BASE PL.
(TYP.)
3"
HSS4x4 KICKER
NOTE:
DETAIL IS ONLY APPLICABLE WITH ALTERNATE #1.
S2.1A(1)
SECTION
SCALE: 3/4" = 1'-0"
13
NOTE:
SECTION IS ONLY APPLICABLE WITH ALTERNATE #1.
CONT. 3/8" STIFF.
PL. (EA. SIDE)
PL. TO PL. @
SPLICE LOC's
2" @ 6" o.c. (TYP.)
SHORE (E) BENT @ QUARTER
PT's PRIOR TO FIELD WELDING
& DEMO'ING (E) ROOF DECK &
JOISTS
(E) ROOF JOISTS & DECK TO BE DEMO'D
ONCE (E) BENT IS REINFORCED
S2.1A(1)
DETAIL
SCALE: 3/4" = 1'-0"
14
NOTE:
DETAIL IS ONLY APPLICABLE WITH ALTERNATE #1.
T.O.S. EL.
= 123'-2"
W18 BEAM
2" GAP
L6x4x5/16 CLIP (LLV) W/ (2)
VERT. SLOTTED HOLES IN 6"
LEG (EA. SIDE OF HSS COLUMN)
HSS6x6 WIND COLUMN
(2) 3/4"Ø THREADED RODS
SHOP WELDED TO HSS
COLUMN (EA. SIDE)
3 SIDES (TYP.)
(TYP.)
1-1/2" GALV. METAL ROOF DECK
CONT. L3-1/2x3-1/2
2" @ 6" o.c.
T.O.S. EL. = 115'-3 3/4" +/-
(MATCH T.O. EXIST. BENT)
COPE END OF CHANNEL
AS REQ'D
CONT. MC8 HANGER (TYP.)
(2) 3/4"Ø H.S.
BOLTS (TYP.)
(TYP.)
DOOR OPENING
L4x4x1/4 x 4" LONG @ 4'-0" o.c. W/
(1) 5/8"Ø ADHESIVE ANCHOR &
SCREEN INSERT (DRILL & FILL
EXIST. CMU W/ HILTI HY-200
ADHESIVE, 6" MIN. EMBED.)
L4x4x3/8 CLIP W/ 3/8" STIFF.
PL. CTR'D UNDER MC8
HANGER (TYP.)
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S2.3
Framing
Sections
MLB
AS NOTED
3 SIDES-TYP.
W16, W14, W12
W36,W33
W10, W8, W6
OR BEAM TO BEAM CONNECTIONS DETAIL
NON-COMPOSITE BEAM
W21
W18
W24
W27
W30
TUBULAR COLUMN
W SHAPE BEAM
SCALE: 1" = 1'-0"
TYPICAL MINIMUM BOLTS REQ'D. FOR
NON-MOMENT CONN. BEAM TO COLUMN
4 ROWS
3 ROWS
9 ROWS
8 ROWS
6 ROWS
5 ROWS
7 ROWS
2 ROWS
W SHAPE BEAM
W SHAPE BEAM
NOTES :
1.) MINIMUM CONNECTION (MOM.) 3/4"Ø HSB
A325 W/ STANDARD HOLES AND CLASS 'A'
CONDITION
2.) TRIM CLIP ANGLES AS REQUIRED TO
KEEP CLIP FROM OVERHANGING EDGE
OF TUBE ON SMALLER COLUMNS.
C
L
MECHANICAL
UNIT
NEW OR EXIST. METAL
ROOF DECK
L2-1/2x2-1/2x1/4
(EA. SIDE OF JOIST)
(TYP. TOP
& BOTTOM)
NOTE:
DETAIL APPLIES AT ALL LOCATIONS WHERE THE END OF THE
MECHANICAL UNIT DOES NOT ALIGN WITH A JOIST PANEL POINT.
TYPICAL JOIST REINFORCING DETAIL
SCALE: 3/4" = 1'-0"
ANGLE FRAME
(SEE TYP. DETAIL)
NEW OR
EXIST. JOIST
GENERAL NOTES
A - CODES:
1. 780 CMR (MASSACHUSETTS STATE BUILDING CODE, 8th. EDITION)
2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
3. AMERICAN CONCRETE INSTITUTE (ACI)
4. CONCRETE REINFORCING STEEL INSTITUTE (CRSI)
5. STEEL JOIST INSTITUTE (SJI)
B - DESIGN LOADS:
1. SNOW LOAD:
GROUND SNOW LOAD 40 psf
EXPOSURE FACTOR 1.0
THERMAL FACTOR 1.0
IMPORTANCE FACTOR 1.0
DESIGN SNOW LOAD 35 psf
DRIFTING AS PER 780 CMR 1610
2. FLOOR LIVE LOADS:
CONCRETE SLAB ON GRADE 100 psf
3. WIND LOAD:
BASIC WIND SPEED 105 mph
EXPOSURE CATEGORY C
IMPORTANCE FACTOR 1.0
C - STRUCTURAL STEEL:
1. ALL STRUCTURAL STEEL TO COMPLY WITH ASTM REQUIREMENTS AS FOLLOWS:
W-SHAPES A992 fy = 50 ksi
HSS TUBES A500 fy = 46 ksi
ALL OTHERS A36 fy = 36 ksi
2. BOLTED CONNECTIONS TO BE MADE WITH SLIP CRITICAL CONNECTION AS PER ASTM-325.
3. MINIMUM THICKNESS OF CONNECTING ANGLES TO BE 3/8".
4. STEEL JOIST SEATS SHALL BE 5" DEEP FOR LONGSPAN JOISTS.
5. BRIDGING FOR STANDARD "X" BRIDGING TO BE IN ACCORDANCE WITH SJI.
6. JOISTS STRADDLING COLUMNS SHALL BE BOLTED.
7. EXTEND BOTTOM CHORD OF ALL JOISTS ABOVE CEILINGS.
8. ALL EXPOSED WELDING SHALL BE GROUND SMOOTH.
9. ALL MISALIGNED BOLT HOLES IN STRUCTURAL STEEL SHALL BE PLUG WELDED SOLID AND REDRILLED FOR
SPECIFIED BOLTS.
10. G.C. SHALL VERIFY IN WRITING THAT ALL BOLTED CONNECTIONS ARE COMPLETED AS SPECIFIED, AS PER
CURRENT AISC STANDARDS AND HAVE BEEN TORQUE-TESTED ACCORDING TO AISC SPECIFICATIONS BEFORE
LOADS ARE APPLIED.
11. ALL UNUSED BOLT HOLES SHALL BE PLUG WELDED SOLID AND GROUND SMOOTH.
12. ALL WELDING (IN SHOP & FIELD) SHALL COMPLY WITH LATEST AWS STANDARDS AND SHALL BE COMPLETED BY AN
AWS-CERTIFIED WELDER.
13. ALL POINT LOADS APPLIED TO JOISTS (HUNG LOADS FROM MECHANICAL DUCTWORK, PIPING, ELECTRICAL
CONDUITS, ETC.). TO HANG FROM TOP CHORD PANEL POINTS ONLY. UNDER NO CONDITIONS SHALL LOADS BE
HUNG FROM BOTTOM CHORDS OF JOISTS.
14. UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF TNEMEC 99G
METAL PRIMER OR EQUAL. COLOR TO MATCH EXISTING.
D - METAL ROOF AND FLOOR DECK:
1. METAL ROOF DECK TO BE TYPE "B", 20 GA, 1 1/2" HOT DIPPED GALVANIZED UNLESS OTHERWISE NOTED.
2. METAL FLOOR DECK TO BE B-LOK COMPOSITE, 22 GA OR 18 GA (AS NOTED), 1-1/2" HOT-DIPPED GALVANIZED
UNLESS OTHERWISE NOTED.
E - CONCRETE & MASONRY:
1. ALL SLABS-ON-GRADE TO BE 4,000 PSI AT 28 DAYS. ALL OTHER CONCRETE TO BE 3,000 PSI AT 28 DAYS.
2. CONCRETE WORK TO CONFORM TO ACI-318 CODE, LATEST EDITION.
3. VAPOR BARRIER IS REQUIRED UNDER ALL SLABS ON GRADE.
4. ALL CONCRETE TO BE STONE CONCRETE.
5. EXTERIOR FOUNDATION WALL FOOTINGS TO BE CARRIED 4'-0" MINIMUM BELOW FINISHED GRADE.
6. TOP OF WALLS SUPPORTING SLABS AND FOOTINGS SUPPORTING WALLS TO BE KEYED.
7. CMU SHALL HAVE MINIMUM ALLOWABLE STRESS OF F'm = 1,500 PSI.
8. CMU SUPPLIER SHALL SUBMIT ALL PERTINENT CMU PRODUCT AND DESIGN DATA AND SHALL CERTIFY CMU
COMPLIANCE WITH ASTM C 90.
9. GROUT SHALL BE FIVE STAR EPOXY GROUT BY US GROUT CORP., OR EQUAL.
F - CONCRETE REINFORCING:
1. ALL CONCRETE REINFORCING TO COMPLY WITH LATEST EDITION OF CRSI.
2. CONCRETE REINFORCING TO BE NEW BILLET STEEL, GRADE 60.
3. WELDED WIRE FABRIC TO BE AS PER ASTM-A185.
4. REINFORCING STEEL CLEAR COVER TO BE AS FOLLOWS:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3"
FORMED CONCRETE SURFACES IN CONTACT WITH SOIL, WATER 2"
SLAB ON GRADE - TOP, INTERIOR FACE OF WALLS 3/4"
5. CONDUITS RUN IN FLOOR SLAB-ON-GRADE TO BE CENTERED IN SLAB AND COVERED WITH 6x6-W2.9xW2.9 WELDED
WIRE FABRIC.
G - SOILS AND STRUCTURAL FILL:
1. SOIL BEARING DESIGN VALUE = 4,000 psf (AS PER EXISTING FOUNDATION PLAN).
2. UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL COMPACTED TO 95%
COMPACTION IN 8" LAYERS.
3. PLACE 12" COMPACTED STRUCTURAL FILL UNDER ALL SLABS ON GRADE.
H - MISCELLANEOUS:
1. FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION.
2. VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS.
3. SEE HVAC DRAWINGS FOR LOCATION AND SIZE OF ALL ROOF OPENINGS INCLUDING ROOF FANS. PROVIDE AND
INSTALL FRAMING AS SHOWN ON STRUCTURAL DRAWINGS.
4. NO MATERIAL SHALL BE FABRICATED UNTIL SHOP DRAWINGS ARE APPROVED. SHOP DRAWINGS SHALL BE SAME
SIZE AND CLARITY AS CONTRACT DRAWINGS, AND SHALL BE COORDINATED WITH OTHER RELATED SHOP
DRAWINGS.
5. NO PERMISSION WILL BE GRANTED FOR ANY STRUCTURAL DRAWINGS TO BE REPRODUCED FOR USE AS SHOP
DRAWINGS.
6. A MINIMUM OF FOUR HARD COPIES ARE REQUIRED FOR EACH SHOP DRAWING SUBMITTAL (ALL MATERIALS).
7. G.C. SHALL COORDINATE THE WORK OF ALL TRADES TO PROVIDE FUNCTION AND DIMENSIONAL COMPATIBILITY
BETWEEN ALL COMPONENTS.
8. G.C. SHALL SUBMIT TEMPORARY SHORING SUBMITTAL TO THE STRUCTURAL ENGINEER-OF-RECORD FOR REVIEW.
SUBMITTAL SHALL INCLUDE DESIGN CALCULATIONS AND SHOP DRAWINGS, AND MUST BE STAMPED AND SIGNED
BY A MASSACHUSETTS LICENSED STRUCTURAL ENGINEER PRIOR TO SUBMISSION.
9. G.C. TO RELOCATE ALL EXISTING CONDUITS, DUCTS, PIPES, ETC. AS REQUIRED TO PERFORM THE WORK
INDICATED (NOT SHOWN FOR CLARITY).
10. ANY ADDITIONAL CHARGES OR CHANGE ORDERS FOR DRAFTING CHANGES ON THE SHOP DRAWINGS WILL NOT BE
ACCEPTED.
OPENING DETAIL #1
SCALE: 1" = 1'-0"
TYPICAL ROOF FRAME
L4x4x5/16 CLIP
OPENING
VERIFY W/ MECH.
L4x4x5/16 W/ 1/4" END
PL. (EA. END) - TYP.
(1) 3/4"Ø H.S. BOLT (TYP.)
NOTES:
1.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
LOCATIONS AND QUANTITIES OF ROOF FRAMES WITH ALL
MECHANICAL AND ARCHITECTURAL CONTRACT DOCUMENTS.
2.) ANGLE FRAMES ARE REQUIRED AT ALL EXISTING
UNSUPPORTED ROOF OPENINGS. QUANTITY, SIZE AND
LOCATIONS TO BE FIELD VERIFIED DURING CONSTRUCTION.
ROOF BEAMS OR JOISTS
OPENING DETAIL #2
SCALE: 1" = 1'-0"
TYPICAL ROOF FRAME
L4x4x5/16 CLIP
OPENING
VERIFY W/ MECH.
L4x4x5/16 FRAME
NOTE:
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
LOCATIONS AND QUANTITIES OF ROOF FRAMES WITH ALL
MECHANICAL AND ARCHITECTURAL CONTRACT DOCUMENTS.
(TYP.)
C
L
CMU WALL INFILL (THICK.
TO MATCH EXIST. WALL
THICK.) - SEE TYP. DETAIL
FOR ADD'L INFO.
(2) #5 DOWELS
W/ ST'D HOOK
@ 32" o.c.
(TYP.)
TYPICAL TOP OF CMU
WALL INFILL DETAIL
SCALE: 3/4" = 1'-0"
(2) #5's
(2) #4 x 3'-0" @ 4'-0" o.c.
(SAME SPACING AS WALL
REINFORCEMENT)
TYPICAL MASONRY JUNCTION DETAIL
SCALE: 3/4" = 1'-0"
(2) #5's
(2) #4 x 3'-0"
@ 4'-0" o.c.
TYPICAL MASONRY
CORNER DETAIL
SCALE: 3/4" = 1'-0"
G.C. TO DESIGN & INSTALL
TEMP. SHORING AS REQ'D
(2) GALV. STEEL
ANGLES (SIZE
VARIES)
REMOVE & REPLACE (E) CMU AS
REQ'D FOR SHORING BEAM INSTALL.
(GROUT TIGHT TO BEAM ALL SIDES)
- MATCH ORIGINAL CONDITIONS
TYPICAL ANGLE LINTEL DETAIL
SCALE: 3/4" = 1'-0"
GROUT 3 CELLS
SOLID (3 COURSES
DEEP) - EA. END OF
LINTEL
G.C. TO DESIGN & INSTALL
TEMP. SHORING AS REQ'D
3/8" STIFF. PL. @
2'-0" o.c. (EA. SIDE)
GALV. W-SHAPE
BEAM + 3/8"
CONT. PL.
(SIZE VARIES)
(TYP.)
REMOVE & REPLACE (E) CMU AS
REQ'D FOR SHORING BEAM INSTALL.
(GROUT TIGHT TO BEAM ALL SIDES)
- MATCH ORIGINAL CONDITIONS
TYPICAL W-SHAPE LINTEL DETAIL
SCALE: 3/4" = 1'-0"
A
A
2'-6
"
2'-0" LA
P M
IN
.
4'-0
"
FINISH FLOOR
TYPICAL 8" MASONRY WALL
REINFORCING DETAIL #1
SCALE: 1/2" = 1'-0"
NOTES:
1.) SINGLE VERTICAL BAR REINFORCING SHOWN FOR
CLARITY. TWO VERTICAL BARS ARE REQUIRED.
2.) SEE SECTIONS FOR TOP OF WALL TIE DETAILS.
(2) #5's @ 32" o.c.
(1 EA. FACE)
STD. DUROWALL @ 16" o.c.
(TYP. ALL WALLS)
T.O.W. EL. =
5'-4" OR 7'-4" A.F.F.
(2) #4's
BOND BEAM @ 4'-0" o.c.
(MAX.) & TOP OF WALL
(2) #5 DOWELS @
32" o.c. (1 EA. FACE)
(2) #5's @ 32" o.c.
(1 EA. FACE)
DRILL & FILL CONC. W/
HILTI HY-200 ADHESIVE,
8" MIN. EMBED.
TYPICAL 8" MASONRY WALL
REINFORCING DETAIL #2
SCALE: 1/2" = 1'-0"
DRILL & FILL CONC. W/
HILTI HY-200 ADHESIVE,
8" MIN. EMBED.
2'-6"
2'-0" LA
P M
IN
.
4'-0"
SEE NOTES FOR VERT.
WALL REINFORCING
STD. DUROWALL @ 16" o.c.
(TYP. ALL WALLS)
DOWEL DIAMETER, QTY,
& SPACING TO MATCH
VERT. WALL REINF.)
4'-0"
BOND BEAM REINF. W/
(2) #4's (SEE NOTES FOR
REQUIREMENTS)
FINISH FLOOR
NOTES:
1.) ALL INTERIOR NON-LOAD BEARING WALL LESS THAN 16'-0" IN HEIGHT SHALL BE
REINFORCED W/ (1) VERTICAL #5 @ 48" o.c. BOND BEAMS ARE NOT REQUIRED.
2.) ALL INTERIOR NON-LOAD BEARING WALLS GREATER THAN 16'-0" IN HEIGHT SHALL BE
REINFORCED W/ (1) VERTICAL #5 @ 48" o.c. AND HAVE REINFORCED BOND BEAMS @
4'-0" o.c. AND AT THE TOP OF THE WALL.
3.) ALL EXTERIOR WALLS (LOAD BEARING AND NON-LOAD BEARING), INTERIOR LOAD
BEARING WALLS, STAIRWELLS, AND ELEVATOR SHAFT WALLS SHALL BE REINFORCED
WITH (2) VERTICAL #5's @ 32" o.c. OR (1) VERTICAL #6 @ 32" o.c. AND HAVE REINFORCED
BOND BEAMS @ 4'-0" o.c. AND AT THE TOP OF THE WALL.
4.) CELLS WITH TWO VERTICAL BARS SHALL BE PLACED WITH ONE BAR ON EACH FACE.
5.) ALL CELLS WITH VERTICAL AND HORIZONTAL REINFORCING SHALL BE GROUTED SOLID.
6.) SEE SECTIONS FOR TOP OF WALL TIE DETAILS.
2'-0
" M
IN
.
LA
P
2'-0
" M
IN
.
LA
P
(2) #5's @ 32" o.c.
(TYP.)
BOND BEAM REQ'D
@ 4'-0" o.c. (2 - #4's IN
8" CMU) - TYP.
4'-0
"4
'-0
"
DRILL & FILL (E) MASONRY W/ HILTI
HY-200 ADHESIVE, 6" MIN. EMBED.
(FILL EXIST. EMPTY CELLS SOLID
W/ NON-SHRINK GROUT)
COORD. EXTENTS OF
INFILL W/ (E) OPENING
NOTES:
1.) STANDARD DUR-O-WALL TO BE PLACED IN HORIZONTAL
JOINTS, SPACED AT 16" o.c. VERTICALLY.
2.) CMU WALL INFILL TO MATCH EXISTING WALL THICKNESS.
TYPICAL EXISTING MASONRY WALL
OPENING INFILL DETAIL
SCALE: 1/4" = 1'-0"
SEE TYP. DETAIL IF (E)
STEEL LINTEL EXISTS
@ TOP OF OPENING
SECTION A-A
SCALE: 3/4" = 1'-0"
GROUT 3 CELLS SOLID
(3 COURSES DEEP)
REMOVE & REPLACE (E) CMU
AS REQ'D FOR BEARING PL.
INSTALL. (MATCH ORIGINAL
CONDITIONS)
1/2"x8"x7-1/2" BEARING PL. W/ (2)
5/8"Øx4" LONG HEADED STUDS
8" BEARING
GALV. W-SHAPE BEAM + 3/8"
CONT. PL. (BOT.) & 3/8" STIFF.
PL. @ 2'-0" o.c. (EA. SIDE)
HSS6x6 STUB COLUMN
W/ 3/4" CAP PL.
HSS4x4 KICKER
TYPICAL DIAGONAL KICKER DETAIL
SCALE: 3/4" = 1'-0"
NOTE:
DETAIL IS ONLY APPLICABLE WITH ALTERNATE #1.
T.O.W. EL.
= VARIES
1
1
EA. END
W18 BEAM
METAL ROOF DECK & ROOF JOIST
NOT SHOWN FOR CLARITY
SEE TYP. MOMENT CONNECTION
DETAIL FOR ADD'L INFO.
SEE DETAIL 5 ON SHEET S2.2
& DETAIL 12 ON SHEET S2.3
FOR ADD'L INFO.
HSS
COLUMN
W-SHAPE
BEAM
REMOVE BACKER ROD &
PROVIDE (1) ADD'L PASS
OF WELD (TYP., T&B)
TYPICAL MOMENT
CONNECTION DETAIL
SCALE: 1" = 1'-0"
1/2" KNIFE PL. W/
3/4"Ø H.S. BOLTS
PER TYP. DETAIL
EA.
SIDE
508.655.5553 n www.regentassociates.com
2016-14
Project North
DATE
SCALE
DRAWN
PROJECT
03.27.2017
REGENT
ASSOCIATES, INC.
ARCHITECTS
24 PRIME PARKWAY, SUITE 202
N A T I C K , M A 0 1 7 6 0
Herb Chambers
Collision Center
and Wholesale
Parts Distribution
Facility
11 Bartzak Drive
Holliston, MA 01746
Key Plan
JSE
Johnson Structural Engineering, Inc.
101 Huntoon Memorial Highway (Rt. 56)
Rochdale, Massachusetts 01542
phone: (508) 892-4884 fax: (508) 892-0477
S3.1
Typical Details &
General Notes
MLB
AS NOTED