Vehicle Loop Detector System amazonaws com
008
August 13, 2016
It is the intent that the vehicle loop detector system be embedded/poured into the slab on grade at the lower garage. The slab will need to be haunched/thickened at this location. See detail 7/E0.5 for diagrammatic requirements. System requirements for vehicle loop detector system to be provided as part of GMP#2. SKS-075, to be issued as part of PR-005, shows a slab depression at this location. Exact size, depth and location of depression will depend on the manufacturer selected to supply the loop detector as part of GMP#2.
(2) RFI #8, SKS-075
✘
✘
✘
✘
✘
Julie Darling
FBRA
✘
RFI #8
Shawmut Design and Construction 560 Harrison Ave. Boston, Massachusetts 02118 Phone: (617) 622-7000
Project: 121526 - MSBA - Brookline Edward Devotion School 345 Harvard Street Brookline, Massachusetts 02445
Vehicle Loop Detector System TO:
Julie Darling (HMFH Architects) 130 Bishop Allen Drive Cambridge, Massachusetts 02139
FROM:
Leah Watson (Shawmut Design and Construction) 560 Harrison Avenue Boston, Massachusetts 02118
DATE INITIATED:
08/05/ 2016
STATUS:
Open
LOCATION:
DUE DATE:
08/12/2016
COST CODE:
REFERENCE:
COST IMPACT:
SCHEDULE IMPACT:
DRAWING NUMBER: A2.1c
SPEC SECTION:
111200 - Parking Control Equipment
LINKED DRAWINGS: RECEIVED FROM: COPIES TO: Deborah Collins (HMFH Architects), Julie Darling (HMFH Architects), Paul Doherty (Shawmut Design and Construction), Tony Guigli (Town of Brookline), Jonathan Hirst (Shawmut Design and Construction), Russ Hoogasian (Town of Brookline), Vassilios Valaes (HMFH Architects), Leah Watson (Shawmut Design and Construction)
Question from Leah Watson (Shawmut Design and Construction) at 01:06 PM on 08/05/2016 Item 2.3.B under Section 111200 Parking Control Equipment specifies a vehicle loop detector system for the lower garage. Location is shown on drawing A2.1c. Please provide a drawing detail for the loop detector system and clarify if any elements are to be poured in the concrete slab.
All Replies:
It is the intent that the vehicle loop detector system be embedded/poured into the slab on grade at the lower garage. The slab will need to be haunched/thickened at this location. See detail 7/E0.5 for diagrammatic requirements. System requirements for vehicle loop detector system to be provided as part of GMP#2. SKS-075, to be issued as part of PR-005, shows a slab depression at this location. Exact size, depth and location of depression will depend on the manufacturer selected to supply the loop detector as part of GMP#2.
BY
Shawmut Design and Construction
DATE
COPIES TO
Page 1 of 1
Printed On: 08/08/2016 10:01 AM
9.0.5
10.1
K.2
401213
JOB NUMBER
SKS 075
DRAWING NUMBER
PR 005 REF.: 2.1a, 2.1c, & 2.2a
9.0
6" APPROACH SLAB W/ #4@12" -TYP.
BRACE B21 F9.0 8 P-1BR [ 45' - 7" ]
S3.3
7 6
TRENCH DRAIN
S6.1
8 DEPRESS FOR VEHICLE DETECTION -COORD. WITH ARCH. DWGS AND MANUF.
K.9
A.8 F4.0
8 F8.0BR P-3 [ 55' - 9" ]
FIRST FLOOR / FOUNDATION PART PLAN 1/8" = 1'-0"
SECOND FLOOR / FOUNDATION PART PLAN 1/8" = 1'-0"
DRAWN: KMM CHECKED: DATE: 08/12/16
8.0
1/8" = 1'-0"
F8.0 P-2X [ 43' - 3" ]
SCALE:
A.5
REVISE FOUNDATION PLANS
1/8" = 1'-0"
Brookline, MA
1/2 0X C 1 0X BPS1 HS
Edward Devotion School
FIRST FLOOR / FOUNDATION PART PLAN
GSC
S6.1
August 13, 2016
It is the intent that the vehicle loop detector system be embedded/poured into the slab on grade at the lower garage. The slab will need to be haunched/thickened at this location. See detail 7/E0.5 for diagrammatic requirements. System requirements for vehicle loop detector system to be provided as part of GMP#2. SKS-075, to be issued as part of PR-005, shows a slab depression at this location. Exact size, depth and location of depression will depend on the manufacturer selected to supply the loop detector as part of GMP#2.
(2) RFI #8, SKS-075
✘
✘
✘
✘
✘
Julie Darling
FBRA
✘
RFI #8
Shawmut Design and Construction 560 Harrison Ave. Boston, Massachusetts 02118 Phone: (617) 622-7000
Project: 121526 - MSBA - Brookline Edward Devotion School 345 Harvard Street Brookline, Massachusetts 02445
Vehicle Loop Detector System TO:
Julie Darling (HMFH Architects) 130 Bishop Allen Drive Cambridge, Massachusetts 02139
FROM:
Leah Watson (Shawmut Design and Construction) 560 Harrison Avenue Boston, Massachusetts 02118
DATE INITIATED:
08/05/ 2016
STATUS:
Open
LOCATION:
DUE DATE:
08/12/2016
COST CODE:
REFERENCE:
COST IMPACT:
SCHEDULE IMPACT:
DRAWING NUMBER: A2.1c
SPEC SECTION:
111200 - Parking Control Equipment
LINKED DRAWINGS: RECEIVED FROM: COPIES TO: Deborah Collins (HMFH Architects), Julie Darling (HMFH Architects), Paul Doherty (Shawmut Design and Construction), Tony Guigli (Town of Brookline), Jonathan Hirst (Shawmut Design and Construction), Russ Hoogasian (Town of Brookline), Vassilios Valaes (HMFH Architects), Leah Watson (Shawmut Design and Construction)
Question from Leah Watson (Shawmut Design and Construction) at 01:06 PM on 08/05/2016 Item 2.3.B under Section 111200 Parking Control Equipment specifies a vehicle loop detector system for the lower garage. Location is shown on drawing A2.1c. Please provide a drawing detail for the loop detector system and clarify if any elements are to be poured in the concrete slab.
All Replies:
It is the intent that the vehicle loop detector system be embedded/poured into the slab on grade at the lower garage. The slab will need to be haunched/thickened at this location. See detail 7/E0.5 for diagrammatic requirements. System requirements for vehicle loop detector system to be provided as part of GMP#2. SKS-075, to be issued as part of PR-005, shows a slab depression at this location. Exact size, depth and location of depression will depend on the manufacturer selected to supply the loop detector as part of GMP#2.
BY
Shawmut Design and Construction
DATE
COPIES TO
Page 1 of 1
Printed On: 08/08/2016 10:01 AM
9.0.5
10.1
K.2
401213
JOB NUMBER
SKS 075
DRAWING NUMBER
PR 005 REF.: 2.1a, 2.1c, & 2.2a
9.0
6" APPROACH SLAB W/ #4@12" -TYP.
BRACE B21 F9.0 8 P-1BR [ 45' - 7" ]
S3.3
7 6
TRENCH DRAIN
S6.1
8 DEPRESS FOR VEHICLE DETECTION -COORD. WITH ARCH. DWGS AND MANUF.
K.9
A.8 F4.0
8 F8.0BR P-3 [ 55' - 9" ]
FIRST FLOOR / FOUNDATION PART PLAN 1/8" = 1'-0"
SECOND FLOOR / FOUNDATION PART PLAN 1/8" = 1'-0"
DRAWN: KMM CHECKED: DATE: 08/12/16
8.0
1/8" = 1'-0"
F8.0 P-2X [ 43' - 3" ]
SCALE:
A.5
REVISE FOUNDATION PLANS
1/8" = 1'-0"
Brookline, MA
1/2 0X C 1 0X BPS1 HS
Edward Devotion School
FIRST FLOOR / FOUNDATION PART PLAN
GSC
S6.1
